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HomeMy WebLinkAbout5109x x x �o Q CC LLI z Li I Q 0 LLI Q c Q X LLIII z LLI J 0 z z M O CV cn U CD w n - INDEX OF PLANS SHEET NO. 1 2-15 000'.8 16 ON 1 7- 26 27-39 T- J 40-95 0.9 96-106 EA 107-116 SAN BERNARDINO ASSOCIATED GOVERNMENTS 117-212 21 3-21 4 215-229 AVE 230 N 231-239 OVE 240-293 ROSS 294-300 0 O 301-314 x �1 31 5- 339 340-348 ix 349-388 m H- 389-401 z 402-442 �'�CIVIL P 443-475 DESCRIPTION TITLE SHEET TYPICAL CROSS SECTIONS KEYMAP AND LINE INDEX LAYOUT PROFILE AND SUPERELEVATION DIAGRAM CONSTRUCTION DETAILS TEMPORARY WATER POLLUTION CONTROL PLANS CONTOUR GRADING DRAINAGE PLANS SANITARY SEWER PLAN UTILITY PLANS CONSTRUCTION AREA SIGNS STAGE CONSTRUCTION PLANS TRAFFIC HANDLING PLANS DETOUR PLANS PAVEMENT DELINEATION PLANS SIGN PLANS SUMMARY OF QUANTITIES RETAINING WALL PLANS SOUNDWALL PLANS LANDSCAPE PLANS ELECTRICAL PLANS STRUCTURE PLANS 476-523 CHERRY Ave OC PLANS, Br No. 54-1292 524-548 CHERRY Ave OH PLANS, Br No. 54C-0065 549-624 NON-STANDARD RETAINING WALL PLANS 650 --*—To Los Ange I est Begin Worl Sta "I-10" 650+00 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR 000'.8 CONSTRUCTION ON STATE GARRY �� HIGHWAY T- J Tu" F !?0- M 000'.8 MILE SUITE 200 WEST GARRY �� T- J Tu" 0.9 MILE EA ST SAN BERNARDINO ASSOCIATED GOVERNMENTS OF CHE RR Y AVE C46560 N UE OVE RC ROSS ING 0 O x �1 BEGIN CONSTRUCTION Sta "1-10"653+95.00 PM 12." TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2006 FONTANA Limit of Work (Cherry Ave ) Sta "CII 18+50 NO SCALE RELATIVE BORDER SCALE IS IN INCHES h L L L I_ LJ I V lJ - �u \ •_ i m i t nf Wn rk ,I 'i SLOVER Ave jai Limit of Work (Slover Ave) Sta "S" 25+33 WB Sta "S" 24+00 EB Dist COUNTY 08 SBd DEL NORTE SISKIYOU JTRINIT�Y� SHASTA BOLDT ROUTE 10 MODOC LASSEN POST MILES TOTAL PROJECT 1 203/1 401 TEHAMA PLUMAS GLENN BUT SIERRA MENDOCINO p NEVADA COLUSA J �J PLACER LAKE EL DORADO YOLO SONOMA NAPA ALPIN SOLAN pJ� MARIN CONTRA SP�ti� P TUOLUMNE MONO COSTA PQ SAN FRANCISCO LA ED JC` JS MARIPOS SAN MATEO SANTA P� CLARA MERCED O1�P �P SANTA CRUZ SAN BENIT FRESNO TULARE MONTEREY KINGS SAN LUIS OBISPO KERN SANTA BARBARA LOCATION MAP LOS ANGELE NTURA CAM to%AKICTQ SHEET TOTAL No. SHEET! 1 624 UCTION %7 L 0 1 1%0 / mrV-FV v PM 14.1 750- To San Bernardino —mo- End Work Sta "I-10" 750+00 REGISTERED CIVIL ENGINEER 09/08/11 THE STA TE OF CAL IFOR/VIA OP ITS OFFICERS OR AGENTS SHAL L NOT BE PESPONSIBL E FOR THE A CCURA C Y OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS ESsl 3200 E GUASTI ROAD SUITE 200 GARRY �� T- J _j m L�� SAN BERNARDINO ASSOCIATED GOVERNMENTS COHOE SAN BERNARDINO ASSOCIATED GOVERNMENTS REGISTERED CIVIL ENGINEER C46560 1170 W 3RD STREET 0 O x �1 x �1 z LLI = a 09/08/11 ix O o m H- m z w = U �'�CIVIL P -1-4.68004 v; x LLI c z z a z z O Q z� �I U -1U) O ° q) � o THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) OF Q °-- E U LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS." U Cid L 0 N CL BORDER LAST REVISED 7/2/2010 USERNAME => p0099563 DGN FILE => 846800abadgn TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2006 FONTANA Limit of Work (Cherry Ave ) Sta "CII 18+50 NO SCALE RELATIVE BORDER SCALE IS IN INCHES h L L L I_ LJ I V lJ - �u \ •_ i m i t nf Wn rk ,I 'i SLOVER Ave jai Limit of Work (Slover Ave) Sta "S" 25+33 WB Sta "S" 24+00 EB Dist COUNTY 08 SBd DEL NORTE SISKIYOU JTRINIT�Y� SHASTA BOLDT ROUTE 10 MODOC LASSEN POST MILES TOTAL PROJECT 1 203/1 401 TEHAMA PLUMAS GLENN BUT SIERRA MENDOCINO p NEVADA COLUSA J �J PLACER LAKE EL DORADO YOLO SONOMA NAPA ALPIN SOLAN pJ� MARIN CONTRA SP�ti� P TUOLUMNE MONO COSTA PQ SAN FRANCISCO LA ED JC` JS MARIPOS SAN MATEO SANTA P� CLARA MERCED O1�P �P SANTA CRUZ SAN BENIT FRESNO TULARE MONTEREY KINGS SAN LUIS OBISPO KERN SANTA BARBARA LOCATION MAP LOS ANGELE NTURA CAM to%AKICTQ SHEET TOTAL No. SHEET! 1 624 UCTION %7 L 0 1 1%0 / mrV-FV v PM 14.1 750- To San Bernardino —mo- End Work Sta "I-10" 750+00 REGISTERED CIVIL ENGINEER 09/08/11 THE STA TE OF CAL IFOR/VIA OP ITS OFFICERS OR AGENTS SHAL L NOT BE PESPONSIBL E FOR THE A CCURA C Y OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS UNIT 2232 PROJECT ID VOVVV 0744 PROJECT NUMBER & PHASE 0800000744 (V O r') No � (V NOCE Q 0 LU w 00 J J a- a- ww �-- g a o� ESsl 3200 E GUASTI ROAD SUITE 200 GARRY �� ONTARIO CA 91761 PROJECT OVERSIGHT DATE SAN BERNARDINO ASSOCIATED GOVERNMENTS COHOE SAN BERNARDINO ASSOCIATED GOVERNMENTS REGISTERED CIVIL ENGINEER C46560 1170 W 3RD STREET No. SAN BERNARDINO CA 92410 09/08/11 ix CONTRACT No. Of PLANS APPROVAL DATE �'�CIVIL P -1-4.68004 OF CALIF��� UNIT 2232 PROJECT ID VOVVV 0744 PROJECT NUMBER & PHASE 0800000744 (V O r') No � (V NOCE Q 0 LU w 00 J J a- a- ww �-- g a o� X 0 0 w m cn o > w w L > w w Q 0 n cf) o W o w U J w z J W J > W Ld U V) ►o 1 ° DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTIONS) ARE TYPICAL STRUCTURAL SECTIONS DESIGN DESIGNATION (ROUTE 10) EXISTING STRUCTURAL SECTIONS SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS° 1 °25' JPCP ADT (2008)= 2109333 D = 51 % EB9 49% WB 0°67' PCC 0°04' OGAC 1 0°10' HMA BB (TYPE A) ADT (2054)= 2789134 T =10% A 0°33' CTB D 0°15' TO 0.25' AC 2° SUPERELEVATIONS ARE SHOWN ON THE SUPERELEVATION DIAGRAMS. 0°50' LCB DHV = 229257 V = 75 MPH 0°67' AB 3° EXACT LOCATIONS AND TYPES OF HMA DIKE, CURB, CONCRETE BARRIER, TI (40) = 17 0°25' AC AND MBGR ARE SHOWN ON THE LAYOUTS AND SUMMARY OF QUANTITIES 1 °1 5' JPCP ESAL = 20996379829 B 0°75' AB 1.05' JPCP SHEETS. 2 0°10' HMA BB (TYPE A) E 0°50' LCB 0°10' HMA BB (TYPE A) C 0°25' AC 0°50' LCB 4. SEE STRUCTURE PLANS FOR BRIDGE DETAILS° ABBREVIATIONS 0°50' AB 1�1—NOT USED HMA BB HOT MIXED ASPHALT BOND BREAKER 0.70' JPCP 5° FOR LOCATION OF RETAINING WALLS, SEE RETAINING WALL PLANS. LCBRS LEAN CONCRETE BASE RAPID SETTING D_ 0°10' HMA BB (TYPE A) 6° FOR LOCATION OF SOUND WALLS, SEE SOUND WALL PLANS. 0°85' JPCP RSC RAPID STRENGTH CONCRETE 0°40' LCB 7° ALL DIMENSIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. El— 0°10' HMA BB (TYPE A)0°40' LCB G 0°42' AC 0°67' AB ES 8° EXISTING PAVEMENT SECTIONS BASED ON AS -BUILT PLAN 0°55' HMA (TYPE C) 2' 12' ES ACTUAL SECTIONS MAY VARY. 5 0.75/ AB ( CLASS 2 ) 9° FOR LOCATION AND ELEVATION OF CHANNELS AND RCB CULVERTS, 2% 0.35/ AB (CLASS 2) SEE DRAINAGE PLANS. 6 0°35' HMA (TYPE C) �---- FSP 10° THE CROSS SLOPE OF GUTTERS ON THE HIGH SIDE OF A ROADWAY SHALL MATCH THE CROSS SLOPE OF THE ROADWAY°5 0°85' JPCP (RSC) 1 1 ° FOR ROCK BLANKET AND LANDSCAPING DETAILS, SEE LANDSCAPE PLANS. 7 POLYETHYLENE FILM BOND BREAKER - - - OG SEE TYPICAL CROSS SECTION 0°40' LCBRS WHERE APPLICABLE 12° 0°35' AB SHALL BE PROVIDED FOR CONCRETE BARRIERS THAT ARE NOT PLACED UPON PAVEMENTS OR STRUCTURES. 1 °25' JPCP (RSC) TYPICAL MAINTENANCE 13. ISOLATION JOINTS SHALL BE INSTALLED BETWEEN CONCRETE BARRIER 8 POLYETHYLENE FILM BOND BREAKER VEHICLE PULLOUT (MVP) DETAIL AND ADJOINING JPCP. 0°50 LCBRS ETW (FOR DETAILS NOT SHOWN, SEE STANDARD PLANS H9) "R1" LINE om m R/W Q�o L'] �w U � U � � W aw = CB (TYPE 60 OR TYPE 60C) X O ROCK BLANKET 4:1 OR FLATTER LLI Exist CL = X FENCE a a z w O U CABLE CABLE— z o RAILING RAILING Var 84/-86/ ES ETW 10' 12' HP 3' 2% TO \fl 5%E& Var 2% Z X / — LL_ a z / Q � / z \ // Conc Chn I , SEE o _ — — — — — — DRAINAGE PLANS z "R1 " LINE Sta 680+00 TO Sta 681+65.92 0 X Q R /W cn z Q z w Exist CL X FENCE a w � o ~ X o 0 >> X X Q 0 Z o m m n— o � cn U \ X �— — - U I I � LL z w o J L ~ a J > c ~ U �L N (/7 V) 0 a_ CB (TYPE 6�`` 4:1 OR FLATTER ETW ETW Var 12 0/-23/ GORE AREA I I PG ° I A "A" LINE 12 ' ��- GRINDING i 0 SAWCUT & JOIN Exist Pvmt ISOLATION Jt I E 55' 1 .5% TO 2% & Var WESTBOUND "I-10" LINE Sta 675+95000 TO "A" LINE Sta 681+66.21 'I-10'' LINE Var SIE 1 65'-1 80.5' HP ES I 3' 10 0'9 12'924' 67' Exist CB (TYPE 50) 1 °5% & n Var E-- --��- --- -- - TPvm& +OIN :A] ROUTE 10 -ION Jt WESTBOUND ''I-10'' LINE ROUTE 10 "I-10" LINE Sta 653+95000 TO Sta 675+95000 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800cc001 odgn IS IN INCHES Var 50°7-55 Exist CB (TYPE 50) OO Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 2 624 S-u-� h Com--- 09-08-1 1 RCFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA OR I TS OFF/CERS Exp. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� CORES OF TB/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 HMA DIKE �R F 10' 10' 40 7 OR 3' FCA 7- 18' 18' Min (Typ) TOE OF FILL TYPICAL SLOPE ROUNDING AND UNIFORM CATCH POINT DETAIL (WHERE APPLICABLE) "B" LINE SAWCUT & JOIN Exist Pvmt ISOLATION Jt -1°5% TO 2 X & Var 1 04' R /W Var 51 °3'-55°1' ETW ES HP 12' Var Var 8'9 GRINDING 4'-12' 8'-12' & Var EASTBOUND "B" LINE Sta 679+54090 TO Sta 680+96047 R /W CB (TYPE 60C) x Ex I st CL FENCE FLATTER -1 e5% TO 2°5%° TO 2.5 / TO `� a 1.5%2% -205% -500% 0 & V9ar Var N - —� --- ---- --D_�, Var ---- ------ _ �� N E F w w 00 EASTBOUND "I-10" LINE Sta 653+95000 TO "B" Sta 679+54090 0 2 3 UNIT 2232 TYPICAL CROSS SECTIONS IL-1 Lij PROJECT NUMBER & PHASE NO SCALE 0800000744 'o w o X-1 a O "A" LINE II II E S I , X SEE Sht X-5 FOR R2 WB LOOP ON-RAMP 22, 84 & Var Typ X Sec -- — — —— — o � w m n o > w w L w � ROCK BLANKET o Q 0 X n, Q ROUTE W z W n cn 0 0W TOTAL PROJECT No. 0 W SBd U J 3 W Z U JW 4:1 OR FLATTER N J > W W z REGISTERED CIVIL ENGINEER DATE LL_ U V) I ETW ETW 121 121 121 GRINDING 3.5/ GRINDING I Shld BRIDGE COLUMN WITH CB (TYPE 60R) BRIDGE COLUMN WITH CB (TYPE 60R) ° 1 OR FLATTER SAWCUT & JOIN 5 ° Exist Pvmt 2/ & ZSAWCUT & JOIN VVI \ U (TYPE D-4) "B" LINE 12' Var 41 '-53' 10/ Var ISOLATION Jt ;trist Pvmt 2% & __ — —�--- -- LATION Jt Var ——__—___------ ---- — -- ---— ----� B A A WESTBOUND "A" LINE Sta 693+34.15 to Sta 694+44.21 SEE Sht X-4 FOR "R1" WB ON-RAMP Typ X Sec om m CABLE RAILING Q o o SEE RW PLANS L'] w U , U w� w aw = U o U x 0 > RW 688 SEE RW PLANS LLIo- = ROCK BLANKET ES ETW 8"q 10" Var & Var 5' Min CB ( TYPE 60D) ETW "R2" LIN Var 12'-20°5' CB (TYPE 60D) "R3" 687+50 TO "R5" 702+60 ROCK BLANKET 2 El - EASTBOUND ROUTE 10 "B" LINE Sta 684+94.93 TO Sta 704+69.70 MEDIAN "A" LINE Sta 693+07.96 TO Sta 696+06.86 "A" LINE "B" LINE E Fwy ETW Var 12' I Var 12' 0'-23' GRINDING GRINDING I 121 Var 12 WESTBOUND "A" LINE Sta 687+40000 TO 693+34.15 ES ETW z SEE Sht X-4 FOR "R1'' WB ON-RAMP 10' 12' CD X F_Typ X Sec Q rrr cn z Q F_ "A" LINE 12' GRINDING SAWCUT & JOIN Exist Pvmt ISOLATION Jt 2% TO -2% & Var Var GRINDING t` D 12'-23°1 GRINDING SAWCUT & JO Exist Pvmt ISOLATION JJ 2% TO -2% & V a r — A a Q ROUTE POST MILES z W 0 = TOTAL PROJECT No. SHEETS U SBd 10 12.3/14.1 3 624 �L U � 4:1 OR FLATTER N z o �2-%27. RCF ESS10 z REGISTERED CIVIL ENGINEER DATE LL_ Q ANN CHEAH 09-08-11 w 52143 z PLANS APPROVAL DATE No. SEE RW PLANSE Q EXP• THE STA TOF CAL IFORN/A OR ITS OFF/GFRs CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP qTF w OF SCANNED of cA�,Fo�� X X CORiES OF 1-111S PIAN SHEET Sta 682+72.37 Sta 682+72.37 TO 0 m m SANBAG OO 3200EASTGUASTI ROAD SUITE El I Sta 687+40.00 z o 200 ONTARIO, CALIFORNIA 91761 0 U ES ETW 8"q 10" Var & Var 5' Min CB ( TYPE 60D) ETW "R2" LIN Var 12'-20°5' CB (TYPE 60D) "R3" 687+50 TO "R5" 702+60 ROCK BLANKET 2 El - EASTBOUND ROUTE 10 "B" LINE Sta 684+94.93 TO Sta 704+69.70 MEDIAN "A" LINE Sta 693+07.96 TO Sta 696+06.86 "A" LINE "B" LINE E Fwy ETW Var 12' I Var 12' 0'-23' GRINDING GRINDING I 121 Var 12 WESTBOUND "A" LINE Sta 687+40000 TO 693+34.15 ES ETW z SEE Sht X-4 FOR "R1'' WB ON-RAMP 10' 12' CD X F_Typ X Sec Q rrr cn z Q F_ "A" LINE 12' GRINDING SAWCUT & JOIN Exist Pvmt ISOLATION Jt 2% TO -2% & Var Var GRINDING t` D 12'-23°1 GRINDING SAWCUT & JO Exist Pvmt ISOLATION JJ 2% TO -2% & V a r — A RW 690W ("R3" 687+50 TO "R3" 693+80°48) RW 690E ("R5" 695+17°89 TO "R5" 702+60) SEE RW PLANS 10' SEE Sht X-6 FOR "R3" EB OFF -RAMP Typ X Sec (`I IDR (TVDC D-4) BLANKET -R ROUTE 10 EASTBOUND MEDIAN B" LINE Sta 683+65093 TO Sta 684+94093 "A" LINE Sta 684+64.00 TO Sta 693+07.96 ETW "B" LINE Fwy "R3" LINE ETW R/W 12' Var Var 88'-106' GRINDING 0'-23' I 34°4'-43°2' Var 12' Var 12' I GORE AREA ETW ES GRINDING 23°1'-31 °5' GRINDING Dist COUNTY ROUTE POST MILES SHEET TOTAL Exist Pvmt TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 3 624 �L w Q S-u-� h ct 4:1 OR FLATTER N --- 09-08-1 1 �2-%27. RCF ESS10 REGISTERED CIVIL ENGINEER DATE SOON <<� ANN CHEAH 09-08-11 w 52143 CABLE RAILING PLANS APPROVAL DATE No. SEE RW PLANSE m EXP• THE STA TOF CAL IFORN/A OR ITS OFF/GFRs CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED of cA�,Fo�� X X CORiES OF 1-111S PIAN SHEET Sta 682+72.37 Sta 682+72.37 TO 0 m m SANBAG OO 3200EASTGUASTI ROAD SUITE El I Sta 687+40.00 1170 W 3RD STREET o 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 RW 690W ("R3" 687+50 TO "R3" 693+80°48) RW 690E ("R5" 695+17°89 TO "R5" 702+60) SEE RW PLANS 10' SEE Sht X-6 FOR "R3" EB OFF -RAMP Typ X Sec (`I IDR (TVDC D-4) BLANKET -R ROUTE 10 EASTBOUND MEDIAN B" LINE Sta 683+65093 TO Sta 684+94093 "A" LINE Sta 684+64.00 TO Sta 693+07.96 ETW "B" LINE Fwy "R3" LINE ETW R/W 12' Var Var 88'-106' GRINDING 0'-23' I 34°4'-43°2' Var 12' Var 12' I GORE AREA ETW ES GRINDING 23°1'-31 °5' GRINDING � 8 Sta 681 +66.21 TO ROUTE 10 WESTBOUND Sta 682+72.37 II MEDIAN PQ) 11 oi '' "A" LINE Sta 681+66.21 TO Sta 687+40000 N SAWCUT & JOINS W o Exist Pvmt z J L Q) ~ ROCK BLANKET ISOLATION Jt J > F_U �L w Q 4:1 OR FLATTER N �2-%27. —-------- w------__— _______________ m CURB (TYPE D-4) Sta 681+66.21 TO B A X X Q Sta 682+72.37 Sta 682+72.37 TO 0 m m r -r- El I Sta 687+40.00 0 �-' �-' o � 8 Sta 681 +66.21 TO ROUTE 10 WESTBOUND Sta 682+72.37 II MEDIAN PQ) 11 oi '' "A" LINE Sta 681+66.21 TO Sta 687+40000 N � Z W ~ J L Q) ~ Q J > F_U �L (/7 N V) 0 a_ SAWCUT & JOIN Exist Pvmt i ISOLATION Jt A LINE Sta 681+66021 TO Sta 684+64000 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE _> 846800ca002odgn IS IN INCHES 2% PG -\ & Var LEI —FE I :F] I 12' 12' 8' s2 % 4 Sta 682+50°00 TO Sta 683+65°93 7 ESta 680+96°47 TO Sta 682+50°00 EASTBOUND "B" LINE Sta 680+96047 TO Sta 683+65093 UNIT 2232 0 1 2 3 9°7'-0°9' CB (TYPE 736A OR 736 Mod) SEE RW PLANS NQ 0o RW 680 SEE RW PLANS N Ww 0 O Ww TYPICAL CROSS SECTIONS z 0 oO NO SCALE 110 w �0 X -2 a o O PROJECT NUMBER & PHASE 0800000744 X 0 � w m cn o > LL w Ln 2� > w L-1 o Q 0 n cn 0 W 0 W U I W z JW J > W W U V) ►o HP ES 3Var 0 - HMA DIKE Trans RAILING (TYPE C) (TYPE WB) 5 4:1 OR FLATTER Sta 716+15.46 TO Sta 716+44.30 ETW "R4" LINE ES ETW R /W Var 10' Var 12' 59.8/-71.7/ HP 0'-1 2' GRINDING , I R /W SW 697 SEE SW PLANS 3 CB (TYPE 60) SAWCUT & JOIN Exist Pvmt ISOLATION Jt 4:1 OR FLATTER 5°�° 2°5� I _ - - -- - --- SW 697 Q a SEE SW PLANS z W 40 U � z o � z LL_ a z a z 0 U UE / :4] :F] / WESTBOUND J "I-10" LINE Sta 715+02041 TO Sta 716+44030 ETW ''R4'' LINE Var 69°5'-93.0' ES ETW 10, 24' / HP 3' CB (TYPE 60)� r 05 r NQ 08 SBd 10 12.3/14.1 4 624 Li m 09-08-11 o0 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �Q o � SOON �z w ANN CHEAH 09-08-11 w 52143 No. PLANS APPROVAL DATE � U , U OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP ATF THE ACCURACY OR COMPLETENESS OF SCANNED of CAL,F��� aw = ETW ES PARSONS SANBAG 67' U o U 0 -12 X 12' 0 GRINDING Var R/W SAWCUT & JOIN > Exist Pvmt 14.89/ TO 26.97' ISOLATION Jt 3% & 3% & Exist CL FENCE w o- 3 CB (TYPE 60) SAWCUT & JOIN Exist Pvmt ISOLATION Jt 4:1 OR FLATTER 5°�° 2°5� I _ - - -- - --- SW 697 Q a SEE SW PLANS z W 40 U � z o � z LL_ a z a z 0 U UE / :4] :F] / WESTBOUND J "I-10" LINE Sta 715+02041 TO Sta 716+44030 ETW ''R4'' LINE Var 69°5'-93.0' ES ETW 10, 24' / HP 3' CB (TYPE 60)� r RCB SEE DRAINAGE PLANS z 0 67' 1.5% & Var A Fwy ETW 1 2' GRINDING GORE AREA 0/-23/ "I-10" LINE I Exist CB (TYPE 50) -� B ROUTE 10 "I-10" LINE 67' Exist CB SAWCUT & JOIN (TYPE 50) �Exist Pvmt ISOLATION Jt 1.5% & 2 ° 5% Var --�- B E A ROUTE 10 WESTBOUND "I-10" LINE Sta 712+32041 TO Sta 715+02041 Q "A" LINE o ES ETW cn SEE Sht X-7 FOR ''R4'' WB OFF -RAMP 12' 12' Q Typ X Sec � I F_ I 0 z w a w � o o 0 XX Q o� � z 0 m m � 0 �' �' o Zn u U X � U I I P " w o n L ~ a J> c ~ U �L N (/7 V) 0 Q._ ROCK BLANKET 4:1O FLATTER CURB lTvnr n n � SAWCUT & JOIN Exist Pvmt ISOLATION Jt 2% TO 1.5% 121 GRINDING _� -�-- --&- -- __________-- ''I-10'' LINE i Var 84/-102/ Var 121 12'-38' GRINDING 2% Var (FLATTER Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS NQ 08 SBd 10 12.3/14.1 4 624 N� 09-08-11 o0 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a � SOON � 0 ❑000 ANN CHEAH 09-08-11 w 52143 No. PLANS APPROVAL DATE � THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS �x Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP ATF THE ACCURACY OR COMPLETENESS OF SCANNED of CAL,F��� COPIES OF THIS PIAN SHEET RCB SEE DRAINAGE PLANS z 0 67' 1.5% & Var A Fwy ETW 1 2' GRINDING GORE AREA 0/-23/ "I-10" LINE I Exist CB (TYPE 50) -� B ROUTE 10 "I-10" LINE 67' Exist CB SAWCUT & JOIN (TYPE 50) �Exist Pvmt ISOLATION Jt 1.5% & 2 ° 5% Var --�- B E A ROUTE 10 WESTBOUND "I-10" LINE Sta 712+32041 TO Sta 715+02041 Q "A" LINE o ES ETW cn SEE Sht X-7 FOR ''R4'' WB OFF -RAMP 12' 12' Q Typ X Sec � I F_ I 0 z w a w � o o 0 XX Q o� � z 0 m m � 0 �' �' o Zn u U X � U I I P " w o n L ~ a J> c ~ U �L N (/7 V) 0 Q._ ROCK BLANKET 4:1O FLATTER CURB lTvnr n n � SAWCUT & JOIN Exist Pvmt ISOLATION Jt 2% TO 1.5% 121 GRINDING _� -�-- --&- -- __________-- ''I-10'' LINE i Var 84/-102/ Var 121 12'-38' GRINDING 2% Var (FLATTER Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS NQ 08 SBd 10 12.3/14.1 4 624 N� 09-08-11 o0 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a � SOON � 0 ANN CHEAH 09-08-11 w 52143 No. PLANS APPROVAL DATE � THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS �x Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP ATF THE ACCURACY OR COMPLETENESS OF SCANNED of CAL,F��� COPIES OF THIS PIAN SHEET ETW ES PARSONS SANBAG 67' VAR 10' 3200 EAST GUASTI ROAD 1170 W 3RD STREET 0 -12 SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINS CA 92410 12' GRINDING Var R/W SAWCUT & JOIN Exist Pvmt 14.89/ TO 26.97' ISOLATION Jt 3% & 3% & Exist CL FENCE - - Var Var CB ( TYPE 60C) ---- --- --� —� ----_-__ --- 4:1 OR — — x A T5� Sta 715+00.00 TO [1] g Conc Chn I Sta 728+92°00 1 SEE DRAINAGE PLANS Sta 712+73.60 TO Sta 715+00°00 Et_ EASTBOUND "I-10" LINE Sta 712+73060 TO Sta 728+92000 ETW ''R5'' LINE � R /W Var "B" LINE Fwy ETW 12' G7I SAWCUT & JOIN Exist Pvmt ISOLATION Jt 2% -- - -- - A I' I Var _I_ Var 0'-23' GORE AREA 2% & PG Var 34°8'-3702' ETW ES Var Var 1 2.0'-1 8.8 ' 8'-1 0' 2'- 15°9' CB ( TYPE 60 OR 60C) CABLE RAILING SEE RW PLANS 2% &Var Zi° Var [:7]\ -51 RW 696 "R 5" Sta 706+23.81 TO Sta 708+50.00 SEE RW PLANS EASTBOUND "B" LINE Sta 706+33075 TO "I-10" LINE Sta 712+73060 "B" LINE Fwy ETW ES 12' 10' SEE Sht X-9 FOR "R5" EB ON-RAMP GRINDING Typ X Sec I CB (T YPE 60C) SAWCUT & JOIN 2% & Va Exist Pvmt ISOLATION Jt i I 2% - E - - - CURB (TYPE D-4) 2% qo1 OR FLATTER ROCK BLANKET CURB (TYPE D -4)g � � � SAWCUT & JOIN g E :A] I` I Exist Pvmt A 2 ISOLATION Jt WESTBOUND ROUTE 10 1 EASTBOUND "I-1 0" LINE Sta 711+03.11 TO Sta 712+32.41 MEDIAN "B" LINE Sta 704+69070 TO Sta 706+33075 "A" LINE Sta 696+06086 TO "I-10" LINE Sta 712+32041 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE _> 846800ca003odgn IS IN INCHES 0 1 2 3 UNIT 2232 TYPICAL CROSS SECTIONS IL-1 Lij PROJECT NUMBER & PHASE NO SCALE 0800000744 >0 w �0 X-3 < I a O NQ o0-) N� o0 � 0 W w 0 0 TYPICAL CROSS SECTIONS IL-1 Lij PROJECT NUMBER & PHASE NO SCALE 0800000744 >0 w �0 X-3 < I a O x 0 0 � w m n o > ww Ln Er > w w o Q 0 n cn 0 w 0 w U I w z J W J > W W U V) ►o x oV w VQ �z U , wLf) aw U o r m o w U w = U 0 SHEET TOTAL - - - - I TOTAL PROJECT ❑�00❑ SHEETS o' SBd 10 w 5 624 o- -t- 09-08-1 1 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq� W w �a w = a a w 52143 z w THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L 0 _ THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� U PARSONS SANBAG U � 1170 W 3RD STREET z o SAN BERNARDINO, CA 92410 � z LL_ a z Q w z 0 U R /W Var 0.8 - 28.6 / °8'- 28°6' Var 88°3'-106°8' Var 38°8'-70°1' CB ( TYPE 60C) ROCK BLANKET OR LANDSCAPING 4° 1 OR F ATTER ° HP 3' I� ETW ''R1 '' LINE ES ETW 1 10 24' 4' Var 1 1 8°7'-41 °1' HP 1 3 CB (TYPE i I PG Va 2% 27. & ? ROCK BLANKET 4:1 OR FLATTER RCB SEE DRAINAGE PLANS WB ON-RAMP ETW ''R1 " LINE Sta 690+30.00 TO Sta 693+66.27 ''R1 LINE R /W Var 90°5'-102°5' ES ETW I ES Var Var Var J4' SEE Sht X-2 FOR Var 6.2 /-1 9' 10 /-1 5' 12/-23.7/ I Fwy Typ X Sec 0 -12°9 CL -6 HP x ROCK BLANKET 3' 4:1 OR FLATTER CABLE CB RAILING (TYPE 60C) x CABLE RAILING Conc Chn I SEE DRAINAGE PLANS CURB (TYPE D-4) 1 4:1 OR FLATTER PG ° R/W :4] ROCK BLANKET Var 0°5'-15°5' WB ON—RAMP "R1" LINE Sta 681+65.92 TO Sta 688+50000 x CL -6 x 7VN L Var 102°5'-127°5' ES ETW Var Var °4'-13°2 10'-15' CB (TYPE 60C) HP 3' ROCK BLANKET 4:1 OR FLATTER � ^ CABLE RAILING CABLE RAILING ES ISEE Sht X-2 & X-5 FOR "R2" WB LOOP ON-RAMP Typ X Sec CABLE RAILING ;B) SEE RW PLANS RW 688 SEE RW PLANS CB (TYPE 60D) 2%9-2% & Var ---� Var 23°7'-24' ETW "R1 " LINE I PG ES 4' Dist COUNTY ROUTE POST MILES SHEET TOTAL - - - - I TOTAL PROJECT ❑�00❑ SHEETS 08 SBd 10 ETW ''R1 '' LINE ES ETW 1 10 24' 4' Var 1 1 8°7'-41 °1' HP 1 3 CB (TYPE i I PG Va 2% 27. & ? ROCK BLANKET 4:1 OR FLATTER RCB SEE DRAINAGE PLANS WB ON-RAMP ETW ''R1 " LINE Sta 690+30.00 TO Sta 693+66.27 ''R1 LINE R /W Var 90°5'-102°5' ES ETW I ES Var Var Var J4' SEE Sht X-2 FOR Var 6.2 /-1 9' 10 /-1 5' 12/-23.7/ I Fwy Typ X Sec 0 -12°9 CL -6 HP x ROCK BLANKET 3' 4:1 OR FLATTER CABLE CB RAILING (TYPE 60C) x CABLE RAILING Conc Chn I SEE DRAINAGE PLANS CURB (TYPE D-4) 1 4:1 OR FLATTER PG ° R/W :4] ROCK BLANKET Var 0°5'-15°5' WB ON—RAMP "R1" LINE Sta 681+65.92 TO Sta 688+50000 x CL -6 x 7VN L Var 102°5'-127°5' ES ETW Var Var °4'-13°2 10'-15' CB (TYPE 60C) HP 3' ROCK BLANKET 4:1 OR FLATTER � ^ CABLE RAILING CABLE RAILING ES ISEE Sht X-2 & X-5 FOR "R2" WB LOOP ON-RAMP Typ X Sec CABLE RAILING ;B) SEE RW PLANS RW 688 SEE RW PLANS CB (TYPE 60D) 2%9-2% & Var ---� Var 23°7'-24' ETW "R1 " LINE I PG ES 4' Dist COUNTY ROUTE POST MILES SHEET TOTAL - - - - I TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 5 624 S-u-� h ct -t- 09-08-1 1 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq� W w �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 Var 1 6°7'-18°7' 2% HP 3' CB (TYPE 7368) ROCK BLANKET 4:1 OR FLATTER Conc Chn I SEE DRAINAGE PLANS BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800cc004 odgn IS IN INCHES 0 2 3 WB ON—RAMP "R 1 " LINE Sta 688+50.00 TO Sta 690+30.00 UNIT 2232 ES 2 SEE Sht X-2 & X-5 FOR "R2" WB LOOP ON-RAMP Typ X Sec CABLE RAILING SEE RW PLANS RW 688 SEE RW PLANS CB (TYPE 60D) 2%9-2% & Var NQ 00 - - - - I o0 N o0 00 W w O O J � Conc Chn I SEE DRAINAGE PLANS BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800cc004 odgn IS IN INCHES 0 2 3 WB ON—RAMP "R 1 " LINE Sta 688+50.00 TO Sta 690+30.00 UNIT 2232 ES 2 SEE Sht X-2 & X-5 FOR "R2" WB LOOP ON-RAMP Typ X Sec CABLE RAILING SEE RW PLANS RW 688 SEE RW PLANS CB (TYPE 60D) 2%9-2% & Var TYPICAL CROSS SECTIONS IL-1 Lij PROJECT NUMBER & PHASE NO SCALE 0800000744 >o w �o X-4 a0 __� 0 NQ 00 NN o0 N o0 00 W w O O J � TYPICAL CROSS SECTIONS IL-1 Lij PROJECT NUMBER & PHASE NO SCALE 0800000744 >o w �o X-4 a0 __� 0 x 0 J' 0 w m cn o > w w L > w w o' Q 0 Elf w a_ cn 0 w 0 w U I w z Abut WALL Jw SEE Str PLANS J > w w V) CB (TYPE 60D) Var 1403'-1709' ES ETW 8' ETW ''R2'' LINE $_ ES Var 4' I 2200'-2406' PG 2%_ 2% 2% om r w m Q� o �Z 4 U U � W aw = U o UROCK BLANKET 0 V\/ w a z o_ U z z Q z 0 U a w U 0 z a SEE Sht X-4 FOR "R1" WB ON-RAMP Typ X Sec CABLE RAILING SEE RW PLANS RW 688 z SEE RW PLANS CD CB ( TYPE 60D) x a z Q 0 z w Q w o o 0 x X Q O z O m m O o Ln U U �--� x � � U I I � LL w o J � ~ a J- c ~ U �L N (/7 V) 0 tl ROCK ULHIVf\L I Dist COUNTY ROUTE POST MILES SHEET TOTAL TO Sta 695+34035 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 6 624 S-U-� h ct --- 09-08-1 1 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq� W w �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. CT-' THE S TA TF OF CALIFORNIA OR I TS OFF/CFRS Exp. C I V I L OR AGENTS SHAL L NOT BE RESRONS/BL E FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� CORES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 ETW ''R2'' LINE HP ES ETW ES 3' 8' 28' 1-4/ SEE Sht X-7 FOR "R4" WB OFF -RAMP Typ X Sec I I SEE Sht X-2 FOR _ Fwy Typ X Sec 40 � OR � 12% ROCK BLANKET PG & 4:1 OR FLATTER TER 2%& 2%& V a CURB (TYPE D-4) V°r �v� 7�a - Sta 694+03014 TO 694+47013 rF�p,��ER 4'1 OR OR FLATTER 4°1 OR _ _ __--------- ----- F/_RO'CK BLANKET ��� CURB (TYPE B2-6) Sta 694+03.14 TO Sta 694+47.13 4 l - WB LOOP ON-RAMP NQ "R2" LINE Sta 694+03014 TO Sta 695+34035 Var 1709'-2304' ES ETW 8' ETW ''R2'' LINE ES Var 14' I SEE Sht X-2 FOR Fwy Typ X Sec URB (TYPE D-4) :1 OR FLATTER OCK BLANKET WB LOOP ON-RAMP "R2" LINE Sta 693+35075 TO Sta 694+03014 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800cc005.dgn IS IN INCHES 15' Min R TER 4 01 QR T1�N 0 2 3 WB LOOP ON-RAMP "R2" LINE Sta 701+00 TO Sta 703+51.30 HP ES ETW & Var 3% & Var F- ETW "R2" LINE ES HP Var , 4' 3' 2406'-28' 8% & PG Var 15/ Min ATTER - -------��- WB LOOP ON-RAMP "R2" LINE Sta 695+34.35 TO Sta 701+00 UNIT 2232 TYPICAL CROSS SECTIONS IL-1 Lij PROJECT NUMBER & PHASE NO SCALE 0800000744 'o w �o X —5 a 0 NQ oLn N� o0 �C\� o0 � 0 W w O O J --- j TYPICAL CROSS SECTIONS IL-1 Lij PROJECT NUMBER & PHASE NO SCALE 0800000744 'o w �o X —5 a 0 x 0 � w m cn o > L-1 w Ln Er > w w o Q 0 w n cn o w o w U I w z J W J > w w U V) x om w Q� �z U � w� aw U o r m o w U w = U O "R3" Sta 0 TO Sta 691+00.00 CB (TYPE 60E No. SHEETS x SBd 10 w 7 a S-u-� h ct -t- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq� W w �a w = a a w 52143 z w OF CAL IFORNIA OR I TS OF/CEPS Exp. THE S TA TF F C I V I L O _ THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� U PARSONS SANBAG U � 1170 W 3RD STREET z o SAN BERNARDINO, CA 92410 � z w a z Q w z O u 15' Min 4 0 OR ETW "R3" LINE R/W Var 1� 3304'-3505' HP ES ETW ES 3' 4' 24' Var 8'-1 0' 2% ROCK BLANKET PG 2% 4 2% EB OFF—RAMP "R3" LINE Sta 684+97045 TO Sta 687+00000 SEE Sht X-2 FOR Fw Typ X Sec CURB (TYPE D-4) cn z a 0 z w Q w o 0 x X Q O z O m m O � O x � � U II � LL w o n L IJ~ a J> c ~ U �L N (/7 V) 0 a_ ETW "R3" LINE ES ES Var 4/1 9/-20/ CURB (TYPE D-4) 401 OR FLATTER 2% PG R/W 1Lili 3304'-3404' ETW ES 24' 10. 8 & Var 2% 2% ROCK BLANKET EB OFF—RAMP "R3" LINE Sta 683+67033 TO Sta 684+97045 CB (TYPE 736A) SEE RW PLANS /—RW 680 SEE RW PLANS CB (TYPE 736A) SEE RW PLANS SRW 680 SEE RW PLANS BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800cc006.dgn IS IN INCHES CABLE RAILING SEE RW PLANS RW 690W SEE RW PLANS CB (TYPE 60D) CABLE RAILIN SEE RW PLAN z SEE RW PLANS "R3" Sta 0 TO Sta 691+00.00 CB (TYPE 60E No. SHEETS x SBd 10 12.3/14.1 7 a S-u-� h ct CURB (TYPE D-4) cn z a 0 z w Q w o 0 x X Q O z O m m O � O x � � U II � LL w o n L IJ~ a J> c ~ U �L N (/7 V) 0 a_ ETW "R3" LINE ES ES Var 4/1 9/-20/ CURB (TYPE D-4) 401 OR FLATTER 2% PG R/W 1Lili 3304'-3404' ETW ES 24' 10. 8 & Var 2% 2% ROCK BLANKET EB OFF—RAMP "R3" LINE Sta 683+67033 TO Sta 684+97045 CB (TYPE 736A) SEE RW PLANS /—RW 680 SEE RW PLANS CB (TYPE 736A) SEE RW PLANS SRW 680 SEE RW PLANS BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800cc006.dgn IS IN INCHES CABLE RAILING SEE RW PLANS RW 690W SEE RW PLANS CB (TYPE 60D) CABLE RAILIN SEE RW PLAN CB (TYPE 736B) i ETW "R3" LINE HP ES 1 3' 4' 1 1 048' 2% & Var/rPG ROCK BLANKET Var 5303'-6809' 36' Dist RW 690W SEE RW PLANS "R3" Sta 687+50000 TO Sta 691+00.00 CB (TYPE 60E CB (TYPE 736B) i ETW "R3" LINE HP ES 1 3' 4' 1 1 048' 2% & Var/rPG ROCK BLANKET Var 5303'-6809' 36' Dist COUNTY ROUTE POST MILES SHEET TOTAL N 0 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 7 624 S-u-� h ct -t- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq� W w �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. CT-' OF CAL IFORNIA OR I TS OF/CEPS Exp. THE S TA TF F C I V I L OR AGENTS SHAL L NOT BE RESPONSIBL E FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF TH/S RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 ETW ES 8' Var 903'-2409' 2%& 2%& 2% & Var Var V a r Sta 691+04] 0 0 0.0 TO Sta 693+36.00\ Sta 693+36 0 00 TC Sta 693+50.00 _ ROCK BLANKET EB OFF—RAMP "R3" LINE Sta 691+00.00 TO Sta 693+50000 ETW "R3" LINE i HP ES 1 3'I 4' r'o 1048' Var 3505'-5303' 24% 36' & Var R/W ETW ES Var 10'-1509' 0 1 2 3 "R3" LINE Sta 687+00000 TO Sta 691+00.00 UNIT 2232 R/W CB (TYPE 736 Mod) SEE RW PLANS SRW 680 SEE RW PLANS CB (TYPE 736A OR TYPE 736 Mod) SEE RW PLANS RW 680 SEE RW PLANS TYPICAL CROSS SECTIONS ILij�- > PROJECT NUMBER & PHASE NO SCALE 0800000744 >o w cl�o X-6 a 0 O NQ oco N 0 o0 o0 �0 W w O O TYPICAL CROSS SECTIONS ILij�- > PROJECT NUMBER & PHASE NO SCALE 0800000744 >o w cl�o X-6 a 0 O x n cn 0 w 0 w U J w z J w J > w w U V) x om w Q� �z U � aw U o r m o w U = U 0 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 8 624 > S-u-� h ct o' --- 09-08-11 w �FESS� R 0 o- REGISTERED CIVIL ENGINEER DATE �a e tiq� SOON �0 ANN CHEAH 09-08-11 w 52143 a a z w OR AGENTS SHALL NOT BE RESPONSIBLE 0 = THE ACCURACY OR COMPLETENESS OF SCANNED of �AL,F��� U COPIES OF TH/S PIAN SHEET ETW PARSONS U � 3200 EAST GUASTI ROAD z o SUITE 200 ONTARIO, CALIFORNIA 91761 � z a 1 5' M in _ z Q z 0 U R /W x CL -6- x 15' Min Var 79°5'-94°0' HP ES ETW 3 8' 7% & Var 36' 7% & Var ETW "R4" LINE I ES 4' Va r 10. I 8°5' Min SEE Sht X-5 FOR "R2" WB LOOP ON-RAMP Typ X Sec ROCK BLANKET 4:1 OR FLATTER 8/ CURB (TYPE B2-6) WB OFF -RAMP "R4" LINE Sta 694+24.50 TO Sta 697+00.00 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE _> 846800ca007odgn IS IN INCHES SW 697 SEE SW PLANS R /W Var 35°7'-62°0' HP ES ETW 20' Min 3'10'-22 & Var 1 OR FLATTER 4° ° RCB SEE DRAINAGE PLANS PERMANENT UTILITY Ease 1 1 %9 G 2 °& P 1 1 %, 2° 5% 5% & Var Var & Var �___ CB (TYPE 60) Sta 701+24 TO Sta 704+20 4 0 OR FSA T TER WB OFF -RAMP "R4" LINE Sta 701+24000 TO Sta 710+90.21 R /W 30' & Va r Sta 697+46 TO Sta 699+45 HP ES ETW 15/ Min 10/ SW 697 SEE SW PLANS 4 0 00R 0 1 2 3 7/9 & Var ETW ''R4'' LINE Var 35°7'-47°7 24'° 36' & Var 7% PG & Var -- b �. i ES HP 4' 3'I 15/ Min I I CB (TYPE 60) Sta 700+00 TO Sta 701+24 7% & Var 4.1 OR FSA TTER WB OFF -RAMP "R4" LINE Sta 697+00.00 TO Sta 701+24.00 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL NQ TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 8 624 o0 S-u-� h ct --- 09-08-11 o0 �FESS� R 0 REGISTERED CIVIL ENGINEER DATE �a e tiq� SOON �0 ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS E x p. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED of �AL,F��� COPIES OF TH/S PIAN SHEET ETW PARSONS ''R4'' R4 LINE 3200 EAST GUASTI ROAD SANBAG 117o w 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 I ES HP 24' _!_4' �3'�_ 1 5' M in _ 1 1 %9 G 2 °& P 1 1 %, 2° 5% 5% & Var Var & Var �___ CB (TYPE 60) Sta 701+24 TO Sta 704+20 4 0 OR FSA T TER WB OFF -RAMP "R4" LINE Sta 701+24000 TO Sta 710+90.21 R /W 30' & Va r Sta 697+46 TO Sta 699+45 HP ES ETW 15/ Min 10/ SW 697 SEE SW PLANS 4 0 00R 0 1 2 3 7/9 & Var ETW ''R4'' LINE Var 35°7'-47°7 24'° 36' & Var 7% PG & Var -- b �. i ES HP 4' 3'I 15/ Min I I CB (TYPE 60) Sta 700+00 TO Sta 701+24 7% & Var 4.1 OR FSA TTER WB OFF -RAMP "R4" LINE Sta 697+00.00 TO Sta 701+24.00 UNIT 2232 TYPICAL CROSS SECTIONS ILLI LL]- > PROJECT NUMBER & PHASE NO SCALE 0800000744 >o w �o X -7 a o 0 NQ O O N� o0 o0 �0 W w O O TYPICAL CROSS SECTIONS ILLI LL]- > PROJECT NUMBER & PHASE NO SCALE 0800000744 >o w �o X -7 a o 0 x 0 � Lv m n o > LLI LLI L > LLI Lv o Q 0 x n, x w q cf) 0 w 0 w U I w z J W J > W W U V) ►o LLI m 0 �z w U , U ___1 Lf) W a Lw = U o U z 0 x F_ Q F_ O r cn z Q F_ I 0 F_ z w F_ Q w o o 0 x X Q O � � Z O m m O O Ln U �--� x � � U I I � LL W II � z °' w o J � ~ Q J> ~ ~ U �L N (/7 V) 0 a_ CB ( TYPE 736B) CABLE RAILING SEE RW PLANS RW 690E SEE RW PLANS CB ( TYPE 60D) 71�� SW 697 SEE SW PLANS T�� - ETW "R5" LINE HP ES 3' 4' 1 1 048' 12' 2%i PG & 2% & iar VCal r ROCK BLANKET n Var 45.2'-6907' ETW ES 12 1 8' 2% & 2/ & Var Var Var 1302'-3707' CURB (TYPE B1-4) 5% Max �- ROCK BLANKET 4 Sta 699+00 0 00 TO Sta 700+26.67 \ ' I Sta 695+73046 TO Sta 699+00.00 EB ON—RAMP "R5" LINE Sta 695+73046 TO Sta 700+26067 ETW "R4" LINE R /W Var 5602'-6702' 1 HP ES ETW ES R /W CB (TYPE 736 Mod) SEE RW PLANS RW 696 SEE RW PLANS I 7�—\ SEE Sht X-3 FOR I-10 Typ X Sec RCB SEE DRAINAGE PLANS ZOCK BLANKET WB OFF—RAMP "R4" LINE Sta 710+90.21 TO Sta 712+20.00 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800cc008.dgn IS IN INCHES 0 2 3 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 9 624 S-u-� h ct --- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORiES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. sT CIVIL CAL tiP ATF OF 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 c__ x NQ 0 0-) N v o0 m LLI o- o0 a Q z w 0 = U O O U >_ z o � z LL_ Q z a z 0 U z 0 x F_ Q F_ O r cn z Q F_ I 0 F_ z w F_ Q w o o 0 x X Q O � � Z O m m O O Ln U �--� x � � U I I � LL W II � z °' w o J � ~ Q J> ~ ~ U �L N (/7 V) 0 a_ CB ( TYPE 736B) CABLE RAILING SEE RW PLANS RW 690E SEE RW PLANS CB ( TYPE 60D) 71�� SW 697 SEE SW PLANS T�� - ETW "R5" LINE HP ES 3' 4' 1 1 048' 12' 2%i PG & 2% & iar VCal r ROCK BLANKET n Var 45.2'-6907' ETW ES 12 1 8' 2% & 2/ & Var Var Var 1302'-3707' CURB (TYPE B1-4) 5% Max �- ROCK BLANKET 4 Sta 699+00 0 00 TO Sta 700+26.67 \ ' I Sta 695+73046 TO Sta 699+00.00 EB ON—RAMP "R5" LINE Sta 695+73046 TO Sta 700+26067 ETW "R4" LINE R /W Var 5602'-6702' 1 HP ES ETW ES R /W CB (TYPE 736 Mod) SEE RW PLANS RW 696 SEE RW PLANS I 7�—\ SEE Sht X-3 FOR I-10 Typ X Sec RCB SEE DRAINAGE PLANS ZOCK BLANKET WB OFF—RAMP "R4" LINE Sta 710+90.21 TO Sta 712+20.00 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800cc008.dgn IS IN INCHES 0 2 3 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 9 624 S-u-� h ct --- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORiES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. sT CIVIL CAL tiP ATF OF 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 TYPICAL CROSS SECTIONS IL-1 Lij PROJECT NUMBER & PHASE NO SCALE 0800000744 >0 w �0 X - 8 a o O NQ o 0-) N v o0 o0 � 0 W w O O J --- j TYPICAL CROSS SECTIONS IL-1 Lij PROJECT NUMBER & PHASE NO SCALE 0800000744 >0 w �0 X - 8 a o O ETW "R5" LINE R /W mI r w m �Qo �z w U , U ___1 Lf) W aw = U o U c__ ROUTE SEE Sht X-3 FOR 1-1 LVar SHEET TOTAL Typ X Sec 37.2"-38.5" x TOTAL PROJECT No. IF 08 SBd 10 ES ES ETW ES o' 624 S-u-� h ct Var 4' Var 15' & Var --- 09-08-11 o- 9'-22' 19°0'-22°3' Var 2'- REGISTERED CIVIL ENGINEER DATE SOON 3°3' ANN CHEAH 09-08-11 w 52143 CB (TYPE 60) a a OR AGENTS SHALL NOT BE RESPONSIBLE Beg � Sta 705+70 w OF SCANNED qTF of CAL,F��� 0 CURB (TYPE D-4) I PARSONS U CURB ( TYPE D-4) 4 01 OR 2% PG 2% � 2°� 0 1170 W 3RD STREET SUITE 200 m n FLATTER z o w Ln > w z > w -- --- 4 L-1 o Q z ROCK BLANKET x ui EB ON—RAMP 0- 0 cn Ld "R5" LINE Sta 704+58.80 TO Sta 706+23.81 z 0 � w ETW J w > w "R5'' LINE U V R /W Var F 38°5'-40°0' HP ES 1- 15/ Min _3�4' I Va r � Va r -S mI r w m �Qo �z w U , U ___1 Lf) W aw = U o U z O x F_ Q F_ O r cn z a F_ I O F_ z w F_ a w o o 0 x X Q O � � z 0 m m 0 O Ln U �--� x � � U I I z °' w o J � ~ a J> ~ ~ U �L N (/7 V) 0 a_ 22°3'-24' 8/-15/ CABLE RAILING SEE RW PLANS RW 690E SEE RW PLANS CB ( TYPE 60D) CB ( TYPE 736B) CB (TYPE 736A) SEE RW PLANS RW 696 SEE RW PLANS CB (TYPE 736A) SEE RW PLANS RW 696 SEE RW PLANS EB ON—RAMP "R5" LINE Sta 702+60.00 TO Sta 704+58.80 ETW "R5" LINE R /W HP ES L Var 3' 4' F 40°0'-45°2' ETW ES 1 °48 24' 8' Var 8°1'- 13°2' 2% 2%I & PG r 2% & Var V 0 -.-I- R ROCK BLANKET 2% & 2% & Var Var --. -- I CURB (TYPE B1 -4) ROCK BLANKET CB (TYPE 736A) SEE RW PLANS � I rRW 696 SEE RW PLANS EB ON—RAMP "R5'' LINE Sta 700+26.67 TO Sta 702+60.00 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800cc009.dgn IS IN INCHES UNIT 2232 Dist c__ ROUTE x SHEET TOTAL 0 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 o' 624 S-u-� h ct w --- 09-08-11 o- ROFESS10 REGISTERED CIVIL ENGINEER DATE SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE a a OR AGENTS SHALL NOT BE RESPONSIBLE z w OF SCANNED qTF of CAL,F��� 0 = PARSONS U 3200 EAST GUASTI ROAD 0 1170 W 3RD STREET SUITE 200 U � ONTARIO, CALIFORNIA 91761 z r) z Q z Q z 0 U z O x F_ Q F_ O r cn z a F_ I O F_ z w F_ a w o o 0 x X Q O � � z 0 m m 0 O Ln U �--� x � � U I I z °' w o J � ~ a J> ~ ~ U �L N (/7 V) 0 a_ 22°3'-24' 8/-15/ CABLE RAILING SEE RW PLANS RW 690E SEE RW PLANS CB ( TYPE 60D) CB ( TYPE 736B) CB (TYPE 736A) SEE RW PLANS RW 696 SEE RW PLANS CB (TYPE 736A) SEE RW PLANS RW 696 SEE RW PLANS EB ON—RAMP "R5" LINE Sta 702+60.00 TO Sta 704+58.80 ETW "R5" LINE R /W HP ES L Var 3' 4' F 40°0'-45°2' ETW ES 1 °48 24' 8' Var 8°1'- 13°2' 2% 2%I & PG r 2% & Var V 0 -.-I- R ROCK BLANKET 2% & 2% & Var Var --. -- I CURB (TYPE B1 -4) ROCK BLANKET CB (TYPE 736A) SEE RW PLANS � I rRW 696 SEE RW PLANS EB ON—RAMP "R5'' LINE Sta 700+26.67 TO Sta 702+60.00 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800cc009.dgn IS IN INCHES UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL o� TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 0 624 S-u-� h ct --- 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. CT-' THE STATE OF CALIFORNIA OR I TS OFF/CERS Exp.c C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� CORES OF TB/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 0 1170 W 3RD STREET SUITE 200 J SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 m NQ o� No o0 o0 � 0 W w 0 0 J --- j TYPICAL CROSS SECTIONS IL-1 Lij PROJECT NUMBER & PHASE NO SCALE 0800000744 >O w XQ o — V a O O x 0 m 0 w Ln w o' n, w q 0 0 U W J J W U ►o cn w w 1 z W W V) mI r w m �Qo �z w U , U Lf) w aw = U o U z O x Q O w cn z a 0 z w a w � o o 0 x X Q 0 m m 0 O Ln U �--� x w � U II � LL E II O z°°' w o J L ~ a J > c ~ U �L N (/7 V) 0 a_ CL RAILING SEE RW PLANS CB (TYPE 26 Mod) SEE RW PLANS RW 21 SEE RW PLANS R/W ES 7505' "C" LINE 6505' R/W ES R/W 7�� ES 8' SW on CURB (TYPE A2-8 Mod) 0.33' MINOR Conc ..U.. LINL 5ta ZU+'Jb I U 5ta Z4+J4 Var "C" LINE I Var 6to 0' I PG� 62' 50' CURB (TYPE A2-8 Mod) CHERRY Ave "C" LINE Sta 18+50 TO Sta 20+96 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800cc010.dgn IS IN INCHES Var -- W- ES Var SW R/W 0 2 3 CB (TYPE 736A) SEE RW PLANS RW 22 SEE RW PLANS 0.33' MINOR Conc UNIT 2232 Dist C-- ROUTE x SHEET TOTAL 0 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 m 624 S-u-� h Com--- w 09-08-11 o- R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH w = PLANS APPROVAL DATE a a OR AGENTS SHAL L NOT BE RESRONSIBL z W OF SCANNED qTF of CAL,F��� 0 = PARSONS U 3200 EAST GUASTI ROAD 0 1170 W 3RD STREET SUITE 200 U � ONTARIO, CALIFORNIA 91761 z o � z LL- a z Q w z 0 U z O x Q O w cn z a 0 z w a w � o o 0 x X Q 0 m m 0 O Ln U �--� x w � U II � LL E II O z°°' w o J L ~ a J > c ~ U �L N (/7 V) 0 a_ CL RAILING SEE RW PLANS CB (TYPE 26 Mod) SEE RW PLANS RW 21 SEE RW PLANS R/W ES 7505' "C" LINE 6505' R/W ES R/W 7�� ES 8' SW on CURB (TYPE A2-8 Mod) 0.33' MINOR Conc ..U.. LINL 5ta ZU+'Jb I U 5ta Z4+J4 Var "C" LINE I Var 6to 0' I PG� 62' 50' CURB (TYPE A2-8 Mod) CHERRY Ave "C" LINE Sta 18+50 TO Sta 20+96 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800cc010.dgn IS IN INCHES Var -- W- ES Var SW R/W 0 2 3 CB (TYPE 736A) SEE RW PLANS RW 22 SEE RW PLANS 0.33' MINOR Conc UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL oco TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 1 624 S-u-� h Com--- N 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TF OF CALIFORNIA OR I TS OFF/CFRS Exp. C I V I L OR AGENTS SHAL L NOT BE RESRONSIBL E FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPiTS OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 0 1170 W 3RD STREET SUITE 200 J SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 TYPICAL CROSS SECTIONS L�l Lij a o � zO o O NO SCALE 'O w �O X _ ■ O a 1 O O PROJECT NUMBER & PHASE 0800000744 NQ oco CN o0 N o0 � 0 Ww 0 0 J j TYPICAL CROSS SECTIONS L�l Lij a o � zO o O NO SCALE 'O w �O X _ ■ O a 1 O O PROJECT NUMBER & PHASE 0800000744 x 0 U m cn o > w w L > w w o' Q 0 x n, ROUTE \ w TOTAL q cf) 0 0 w 08 0 w 12.3/14.1 U I S-u-� h Com--- w z m J W REGISTERED CIVIL ENGINEER DATE e tiq� J > W W ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE U V) ►o CL RAILING SEE RW PLANS CB (TYPE 26 Mod) SEE RW PLANS RW 21 SEE RW PLANS o m LLI m 0 �z w U , U (� U aw = U o U R/W CL RAILING SEE RW PLANS z CB (TYPE 26 Mod)-/ w SEE RW PLANS RW 21 o SEE RW PLANS o 0 x X Q O� � z O m m r -r- O O Ln U �--� x � � U II � LL E II � z w o J L ~ J > c ~ U �L N (/7 V) 0 a_ R/W ES 8' SW 105% ----Do- ES 8' SW 1 05% 7505' & Var 66' & Var CURB (TYPE A2-8 Mod) 5 E 2% 7505' 66' 52' CURB (TYPE A2-8 Mod) R/W 6505' & Var IN - ES 64' & Var I PG 2% & Var D \ CHERRY Ave "C" LINE Sta 27+00 TO Sta 28+32 CURB (TYPE Al -8 Mod) 2 "C" LINE I ETW ETW 14/ ' 12 6505' ROCK BLANKET OR LANDSCAPING 52' CURB (TYPE Al -8 Mod) PG 2% I CHERRY Ave "C" LINE Sta 24+94 TO Sta 27+00 5 R/W ESI C-- ROUTE \ x TOTAL 5 0 No. SHEETS 08 SBd 10 12.3/14.1 1 2 624 S-u-� h Com--- m R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq� w �a SOON o- ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. CT-' THE S TA TF OF CALIFORNIA OR I TS OFF/CFRS Exp. C I V I L OR AGENTS SHAL L NOT BE RESRONSIBL E FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPiTS OF TH/S RL AN SHEET PARSONS SANBAG a a 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 z w 0 = U U � z o � z LL- a z Q z 0 U z 0 F— x ::r F- r cn z Q F- I 0 CL RAILING SEE RW PLANS z CB (TYPE 26 Mod)-/ w SEE RW PLANS RW 21 o SEE RW PLANS o 0 x X Q O� � z O m m r -r- O O Ln U �--� x � � U II � LL E II � z w o J L ~ J > c ~ U �L N (/7 V) 0 a_ R/W ES 8' SW 105% ----Do- ES 8' SW 1 05% 7505' & Var 66' & Var CURB (TYPE A2-8 Mod) 5 E 2% 7505' 66' 52' CURB (TYPE A2-8 Mod) R/W 6505' & Var IN - ES 64' & Var I PG 2% & Var D \ CHERRY Ave "C" LINE Sta 27+00 TO Sta 28+32 CURB (TYPE Al -8 Mod) 2 "C" LINE I ETW ETW 14/ ' 12 6505' ROCK BLANKET OR LANDSCAPING 52' CURB (TYPE Al -8 Mod) PG 2% I CHERRY Ave "C" LINE Sta 24+94 TO Sta 27+00 5 R/W ESI BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800cc011 odgn IS IN INCHES 0 2 3 Dist COUNTY ROUTE \ SHEET TOTAL 5 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 2 624 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800cc011 odgn IS IN INCHES 0 2 3 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 2 624 S-u-� h Com--- 09-08-1 1 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. CT-' THE S TA TF OF CALIFORNIA OR I TS OFF/CFRS Exp. C I V I L OR AGENTS SHAL L NOT BE RESRONSIBL E FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPiTS OF TH/S RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 CB (TYPE 736A) SEE RW PLANS RW 22 SEE RW PLANS 71�� CB (TYPE 736A) SEE RW PLANS RW 22 SEE RW PLANS NQ N o0 o0 � 0 W w O O J j TYPICAL CROSS SECTIONS L-1 w a o � zO o O NO SCALE �O w X-11 O UNIT 2232 PROJECT NUMBER & PHASE 0800000744 x 0 w m cn o > w w L > w w o' Q 0 x n, r m o w U w = U 0 w TOTAL q cf) TOTAL PROJECT 0 w 08 0 w w U J S-u-� h Com--- w z 09-08-11 J W REGISTERED CIVIL ENGINEER DATE e tiq� J > w w a Q w 52143 z U Ln ►o x om w �Q �z U � __j Lf) aw U o r m o w U w = U 0 SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 w 1 3 624 S-u-� h Com--- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON a Q w 52143 z w OCAL IFORNIA OR I TS OF/CEPS Exp. THE S TA /Z- Of F C I V I L 0 = THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� U PARSONS SANBAG U � 1170 W 3RD STREET z r) SAN BERNARDINO, CA 92410 � Z LL- Q z Q z 0 U z 0 x F— ::r F- r) - C:) r Z Q F— I I — Li F— Z L_I_J F— Q LLJ o o 0 x X Q O � � Z O m m O O Ln U �--� x � � U II � LL E II � z o J � ~ Q J > ~ ~ U �L N (/7 V) 0 a_ CL RAILING - SEE RW PLANS CB ( TYPE 26A) SEE RW PLANS RW 33 SEE RW PLANS 7�� R /W ETW 71 .5" & Var 62' 8' 56'9 76' & Var SW CURB CURB (TYPE A2-8) (TYPE Al -8) 1.5% 2� 5 i i i "R3" LINE "C" LINE ETW 2' 4'9 24' & Var FS I ETW FS 2' Var 6305'-78' 52' & Var ROCK BLANKET OR LANDSCAPING CURB (TYPE Al -8) CHERRY Ave "C" LINE Sta 33+40 TO Sta 36+56 "C" LINE 126.5/ TO 130/ & Var Var 0' -2' I nn i nr�uini i Tnir ETW CURB (TYPE A2-8) 5 ES HP 8' 3' 4° 1 _ OR FL q T TE R CHERRY Ave "C" LINE Sta 30+03 TO Sta 30+46 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800cc012odgn IS IN INCHES 0 2 3 "R5" LINE 7'� — Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 3 624 S-u-� h Com--- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. CT-' OCAL IFORNIA OR I TS OF/CEPS Exp. THE S TA /Z- Of F C I V I L OR AGENTS SHAL L NOT BE RESPONSIBL E FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 T�� N a O N � o0 Ln o0 � 0 W w O O J j TYPICAL CROSS SECTIONS w w a o � zO o O NO SCALE �O X1 w — ■ a O O UNIT 2232 PROJECT NUMBER & PHASE 0800000744 x 0 � w m cn o > w w L > w w � o Q 0 "C" LINE R/W R/W `CL -6 xElfLli4° ��RI 1 ° 5% — — 2�� _ _ _ -- ��,� U— — — — — — — — — — — Wz �__— — — — — —— — — — — —— —————————————__— J > 0°33' MINOR Conc ROCK BLANKET V)5 D 5 4:1 OR FLATTER ►o x om w �Q �z U , Lf) aw U o m o w U w = U 0 SHEET TOTAL N� TOTAL PROJECT No. SHEETS o' SBd 10 w 1 4 624 o- 09-08-1 1 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� W w �a w = a a w 52143 z w THE STATE OF CALIFORNIA OR I TS OFF/CERS Exp. C I V I L 0 = THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� U PARSONS SANBAG U � 1170 W 3RD STREET z o SAN BERNARDINO, CA 92410 � z LL- a z i Q w z 0 U z O x F - ::r F- r cn z Q F- I O F - z w F- a w � o o 0 x X Q O � � z 0 m m 0 O Ln U �--� x � � U II � LL E II O z w o J L ~ a J > ~ ~ U �L N (/7 V) 0 a_ CL RAILING SEE RW PLANS CB (TYPE 736A) SEE RW PLANS RW 33 SEE RW PLANS R/W SOUTHBOUND "C" LINE Sta 38+34 TO Sta 44+10 71 .5 / ETW 52' SW CURB (TYPE A2-8) - _ � --2 62' CHERRY Ave "C" LINE I ETW 10' ES 2' CURB (TYPE Al -8) ETW 1 8' FS 2' NORTHBOUND "C" LINE Sta 38+34 TO Sta 45+57 69' 62' 44' ROCK BLANKET OR LANDSCAPING CURB (TYPE Al -8) CHERRY Ave "C" LINE Sta 36+56 TO Sta 38+34 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ca013odgn IS IN INCHES CURB (TYPE A2-8) 2%M-- 5 /� 5 0 2 3 R/W ETW HP 3' CL -6 ROCK BLANKET 4:1 OR FLATTER UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL N� TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 4 624 S-u-� h Com--- 09-08-1 1 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� W w �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA OR I TS OFF/CERS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� CORES OF TB/S PIAN SHEET PARSONS SANBAG 5 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 i ETW 1 8' FS 2' NORTHBOUND "C" LINE Sta 38+34 TO Sta 45+57 69' 62' 44' ROCK BLANKET OR LANDSCAPING CURB (TYPE Al -8) CHERRY Ave "C" LINE Sta 36+56 TO Sta 38+34 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ca013odgn IS IN INCHES CURB (TYPE A2-8) 2%M-- 5 /� 5 0 2 3 R/W ETW HP 3' CL -6 ROCK BLANKET 4:1 OR FLATTER UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL N� TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 4 624 S-u-� h Com--- 09-08-1 1 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� W w �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA OR I TS OFF/CERS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� CORES OF TB/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 m NQ o� N� o0 Ln N � o0 0) � 0 W w 0 0 J j � TYPICAL CROSS SECTIONS L�l Lij a o � zO o O NO SCALE 'O w �O X-13 a O O PROJECT NUMBER & PHASE 0800000744 X m 0 w Ln w n' 0 w cn w w Q 0 X In, ROUTE X w TOTAL q cf) TOTAL PROJECT 0 w 08 0 w 12.3/14.1 U I S-u-� h Com--- W z 09-08-11 J W REGISTERED CIVIL ENGINEER DATE e tiq� J > w w ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE U V) ►o w m �z w U , U __j Lf) W aw = U o U z O_ X F— ::r F— r)— c:) r cn z a F- I O F - z w F- a w o o 0 X X Q O � � z 0 m m 0 O Ln U X�--� � U II � LL E II O w o J L ~ J > ~ ~ U �L N (/7 V) 0 a_ CURB (TYPE A1-8 Mod) 4:1 OR FLATTER ''S'' LINE R /W R /W 4:1 OR FLATTER 7A� 0.33' MIf (TYPE Af-- %-.� IVItIV SLOVER Ave "S" LINE Sta 21+00 TO Sta 25+33 ''S'' LINE R /W $- R /W Exist CL FENCE SLOVER Ave "S" LINE Sta 14+55 TO Sta 19+06 Exist CL FENCE 1 OR .ATTER MINOR Conc 71�\� "W" LINE ETW 18' Var 0' - 20 CURB (TYPE A2-8 Mod) 45033' 2% Dist C-- ROUTE X SHEET TOTAL 0 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 m 624 S-u-� h Com--- w 09-08-11 o- ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a [ SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE a a OR AGENTS SHALL NOT BF RESPONSIBLE z w OF SCANNED qTF of CAL,F��� 0 = PARSONS U 3200 EAST GUASTI ROAD 0 1170 W 3RD STREET SUITE 200 U � ONTARIO, CALIFORNIA 91761 z o � z LL- a z Q z 0 U z O_ X F— ::r F— r)— c:) r cn z a F- I O F - z w F- a w o o 0 X X Q O � � z 0 m m 0 O Ln U X�--� � U II � LL E II O w o J L ~ J > ~ ~ U �L N (/7 V) 0 a_ CURB (TYPE A1-8 Mod) 4:1 OR FLATTER ''S'' LINE R /W R /W 4:1 OR FLATTER 7A� 0.33' MIf (TYPE Af-- %-.� IVItIV SLOVER Ave "S" LINE Sta 21+00 TO Sta 25+33 ''S'' LINE R /W $- R /W Exist CL FENCE SLOVER Ave "S" LINE Sta 14+55 TO Sta 19+06 Exist CL FENCE 1 OR .ATTER MINOR Conc 71�\� "W" LINE ETW 18' Var 0' - 20 CURB (TYPE A2-8 Mod) 45033' 2% Dist COUNTY ROUTE POST MILES SHEET TOTAL oLn TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 5 624 S-u-� h Com--- 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a [ SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TF OF CAL IFORNIA OR I TS OFF/CPRS Exp. C I V I L OR AGENTS SHALL NOT BF RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 0 1170 W 3RD STREET SUITE 200 J SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 � Var 1 8' - 58' Var 18 - 38' CURB (TYPE A2-8 Mod) 2%- 35.56 / % WASHINGTON Dr "W" LINE Sta 10+40 TO Sta 11+25.00 [-----—— — — — — — — "V" LINE 35056' 68' 5043' -I- CURB-\ � (TYPE A2-8 Mod) SAWCUT & JOIN Exist Pvmt G VALLEY Blvd "V" LINE Sta 47+68081 TO Sta 50+07035 ETW T�\N 2.' 5' 5' 5 lo5i R /W CL -6 X 4:1 OR FLATTER 0.33/MINOR Conc m NQ oLn N� o0 o0 � 0 W w 0 0 J j � TYPICAL CROSS SECTIONS z 0 p 0 NO SCALE X-14 i0 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 DGN FILE => 846800ca014 odgn IS IN INCHES x 0 J' 0 LLL m cn > L % LL LLL Q 0 cn o w o w U I w z J W J > W W U V) LLL m �Qo Z LLL U , U LLL Q LL _ U o I U O m LL a z O U z z Q z O u a w U 0 z Q 0 PD -10 VALLFY Blvd 11CII I ii CD x -may �� S L O V E R Ave _—_----_------= — - - - ----------- Iy-- � ����L���--.�--fit---,r------ - - - w -- - - - ------ LINE ___ LINE INDEX o A'' LINE 'B'' LINE w "I-10" LINE ''R1 ' LINE Q "R2" LINE "R3" LINE ''R4'' LINE "R5" LINE "C" LINE o 0 0 X X Q 'IS'' LINE 0z " �� .mm � 0 V LINE 0 0 W LINE U x � U II � LL z°' w o J L ~ J > c ~ U �L N (/7 V) 0 a_ DESCRIPTION ROUTE I-10 WESTBOUND ROUTE I-10 I,I EASTBOUND ROUTE I-10 ai ROUTE I-10 WESTBOUND ON-RAMP i G-4 L-3 I ROUTE I-10 L -1L- I.E 2 C- 3 I E� 0 i o C-1 C-2 G-3 EASTBOUND ON-RAMP G-1 G-2 i D- 3 I ''R211 I� STATION LINE U-3 ill'All ''RI .:. U-1 II U-2 PD -.3_I..-._ Lu ¢ I12� - 1 ... —. 0 1 2 3 UNIT 2232 _ _ _ _ " �-_ - _ _ 6 0 aoa-= ---- _ "I-10" B ''R311 ii CD x -may �� S L O V E R Ave _—_----_------= — - - - ----------- Iy-- � ����L���--.�--fit---,r------ - - - w -- - - - ------ LINE ___ LINE INDEX o A'' LINE 'B'' LINE w "I-10" LINE ''R1 ' LINE Q "R2" LINE "R3" LINE ''R4'' LINE "R5" LINE "C" LINE o 0 0 X X Q 'IS'' LINE 0z " �� .mm � 0 V LINE 0 0 W LINE U x � U II � LL z°' w o J L ~ J > c ~ U �L N (/7 V) 0 a_ DESCRIPTION ROUTE I-10 WESTBOUND ROUTE I-10 >>I EASTBOUND ROUTE I-10 EXISTING STATION LINE ROUTE I-10 WESTBOUND ON-RAMP ROUTE I-10 G-4 WESTBOUND LOOP ON-RAMP ROUTE I-10 i Q EASTBOUND OFF -RAMP ROUTE I-10 0 i o WESTBOUND OFF -RAMP ROUTE I-10 EASTBOUND ON-RAMP CHERRY Ave STATION LINE SLOVER Ave STATION LINE VALLEY Blvd STATION LINE WASHINGTON Dr STATION LINE _ o z O J Q Q) is - r Q 0 i O 14 Li �M rr --------------- — -- N > L- 71 -- I Q C— 711 G-7 I — ` � D 7 I�► LLJ U -7 M i 1=C) PD -7 �+ !I � I I;, L-69 C-6 I;il G-69 D-6 i t I IU-6 PD -6 I �EI' 695 9 !� 0 N Iw SIJ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 6 624 S-u-� h ct --- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORiES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH - z Fq C3 No. 52143 �'\Exp CIVIL tiP ATF oF CAL 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 �.� 1 20 _ -- _ —-- 301- ---- .� WASHINGTON Dr �_------ - III WII ---- _ ---- ------ -------- _6 __ _ — -3 - —I_ 1 0ll ® 6. 5— 1IR511 700 7 710 111 118111 L- 8 9 C-8 L-99 C-9 L- 5 G- 89 D- 8 i�l G-99 D-9 C-5 U44: 8 Pp -g �`IU-99 PD -9 G- 5 9 ..C.. D-5 Ial I I �i U-5 r.=P-D-=-=_ -------------- ----- . — — — 1-40 BORDER LAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800da001 odgn IS IN INCHES L-1 09 C-1 0 !) G-109 D_10 �,( U-1 0 KEY MAP AND LINE INDEX NO SCALE PROJECT NUMBER & PHASE 0800000744 K-1 NQ 0 0 N o0 o0 00 W LL_j 0 0 W LLj a o � z O o O u I 'O LL O a O >>I L-4 - C-4 a >_ G-4 , i Q D-4 0 i o = U-4 � PD -4 0 Lu ¢ I12� 0 0 1 2 3 UNIT 2232 L-1 09 C-1 0 !) G-109 D_10 �,( U-1 0 KEY MAP AND LINE INDEX NO SCALE PROJECT NUMBER & PHASE 0800000744 K-1 NQ 0 0 N o0 o0 00 W LL_j 0 0 W LLj a o � z O o O u I 'O LL O a O x 0 0 w m n o > w w L > w w o' Q 0 rr w 0 w U J w z J w J > w w U ►0 NOTES: No. ABBREVIATIONS: 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, C CUT 16°05'2311 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° F FILL SBd 10 12.3/14.1 C/F CUT / FILL LIMIT 20 FOR REMOVALS, SEE CONSTRUCTION DETAILS SHEETS C-1 TO C -10o COF CITY OF FONTANA —09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE aw MVP MAINTENANCE VEHICLE PULLOUT 3. FOR FENCING, SEE CONSTRUCTION DETAILS SHEETS C-11 TO C -16o TCE TEMPORARY CONSTRUCTION EASEMENT z Q No. THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L CHP CALIFORNIA HIGHWAY PATROL 4. FOR INTERSECTION JOINT LAYOUT, SEE CONSTRUCTION DETAILS SHEETS C-46 TO C -47o AFTS ALTERNATIVE FLARED TERMINAL SYSTEM SANBAG `-' CHDPE CORRUGATED HIGH DENSITY POLYETHYLENE 5. FOR MODIFIED CURBS SEE CONSTRUCTION DETAILS SHEET C -48o z 0 9 6. FOR CURB, DIKE, AND CONCRETE BARRIER TRANSITIONS, SEE CONSTRUCTION DETAILS SHEETS C-48 TO C -52o 7 FOR CONCRETE BARRIER WITH AESTHETICS DESIGN CURVE DATA No. R 0 T L 10 6999065' 16°05'2311 989032' 1965063' , SEE CONSTRUCTION DETAILS SHEET C -53o 8. FOR ROCK BLANKET SEE LANDSCAPE PLANS. 9. FOR IRRIGATION CROSSOVER SEE CONSTRUCTION DETAILS SHEET C-5�. I II _I I II NOTE THIS SHEET: �� I II L L _ X 1. FOR AUXILIARY LANE WIDENING DETAILS, SEE CONSTRUCTI�iON DETAR,.S_ I-II SHEET C-1 70 20 FOR CONCRETE BARRIER SCUPPER DETAILS; SES CONSTRUCTION DETAILS I II \ SHEET C -55o , II I II I o I OI I I I I I r w m , F_ F_ Z W F_ rr Q W c � � o 0 x X Q O � � Z O m m r -r- O O n U �--� x � � U II � LL z w o J � ~ Q J > ~ ~ a •— c c/7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 I I I n - - -77-7I + "L-1--0' �' 6 5 3+ 9 5--e GO - 0 1 T A1IERLd - - - - ------------- C/ �I Q0 R /W LEGEND: ® STRUCTURAL SECTION TYPE ® CURVE NUMBER ----- JOIN LINE CONCRETE BARRIER A RETAINING WALL BARRIER ON WALL SOUNDWALL SOUNDWALL ON BARRIER GRIND EXISTING CONCRETE PAVEMENT oxi ASPH Beg CB (TYPE 60) -Beg GR I RD E c_ Pvmt_ _ -S-AWCUT Auf�° JOIN yc i t Pvmt F C CONC A Ela- "I-10'654+126 CONC -- -- - — — — —— ----- ASPH X! --- —X ----- -------- Dist 0 ROUTE POST MILES SHEET �Q o �z w - - - - - 08 SBd 10 12.3/14.1 1 7 U � U Ln W —09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE aw = SOON U o U 09-08-11 F_ F_ Z W F_ rr Q W c � � o 0 x X Q O � � Z O m m r -r- O O n U �--� x � � U II � LL z w o J � ~ Q J > ~ ~ a •— c c/7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 I I I n - - -77-7I + "L-1--0' �' 6 5 3+ 9 5--e GO - 0 1 T A1IERLd - - - - ------------- C/ �I Q0 R /W LEGEND: ® STRUCTURAL SECTION TYPE ® CURVE NUMBER ----- JOIN LINE CONCRETE BARRIER A RETAINING WALL BARRIER ON WALL SOUNDWALL SOUNDWALL ON BARRIER GRIND EXISTING CONCRETE PAVEMENT oxi ASPH Beg CB (TYPE 60) -Beg GR I RD E c_ Pvmt_ _ -S-AWCUT Auf�° JOIN yc i t Pvmt F C CONC A Ela- "I-10'654+126 CONC -- -- - — — — —— ----- ASPH X! --- —X ----- -------- Dist 0 ROUTE POST MILES SHEET o' w o- No. - - - - - 08 SBd 10 12.3/14.1 1 7 a z Q w 0 _ U —09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE U z � r) SOON � z Q 09-08-11 w 52143 z Q No. THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS 1 A. COPIES OF TH/S PIAN SHEET z 0 PARSONS SANBAG `-' 1 SUITE 200 SAN BERNARDINO, CA 92410 z 0 x F_ Q F_ r — — — — — QX L -I F_ F_ Z W F_ rr Q W c � � o 0 x X Q O � � Z O m m r -r- O O n U �--� x � � U II � LL z w o J � ~ Q J > ~ ~ a •— c c/7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 I I I n - - -77-7I + "L-1--0' �' 6 5 3+ 9 5--e GO - 0 1 T A1IERLd - - - - ------------- C/ �I Q0 R /W LEGEND: ® STRUCTURAL SECTION TYPE ® CURVE NUMBER ----- JOIN LINE CONCRETE BARRIER A RETAINING WALL BARRIER ON WALL SOUNDWALL SOUNDWALL ON BARRIER GRIND EXISTING CONCRETE PAVEMENT oxi ASPH Beg CB (TYPE 60) -Beg GR I RD E c_ Pvmt_ _ -S-AWCUT Auf�° JOIN yc i t Pvmt F C CONC A Ela- "I-10'654+126 CONC -- -- - — — — —— ----- ASPH X! --- —X ----- -------- Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 7 624 S-u-� h Com--- —09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 C1 ASPH r I I ASPH X 89' Lt "I-10" 659+95000 C1114N,6-Z END 50:1 TAPER - - - - - F- F - SBD 10coNL SAWCUT & JOIN - WBRte10 Ex-i-st Pvmt 660 A'�p-kl10" LINE n2 ' N 88°03'40" E 8 29358094' 9 EB Rte 10 - CONC SBD - 10 — — — — — — — — — — — — — — — — — — — — — — — — — —ASPH — -------------------------------- u L.n _x_ ____ BY OTHERS EAA-5�1- USERNAME=>p0026551 DGN FILE => 846800ea001odgn RELATIVE BORDER SCALE IS IN INCHES R /W 0 1 2 3 UNIT 2232 0 C '0 0 0 (O + CV Q0 I Q9 J C) +w Lf)w w cn �w J W U LAYOUT SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 >0 w 0 L-1 a O x 0 0 � w m cn o > w w L > w w � o Q 0 rr w n c/) 0 w U J w z J w J > w w U cn ►0 E� m r w m �Q 0 Z w � U � U , U wLf) w aw = U o U x C-- 0 m w o- w a z 0 U z w z Q w z 0 U NOTE: 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE THIS SHEET: 1. FOR AUXILIARY WIDENING AND I-10 AND R1 GORE DETAILS, SEE CONSTRUCTION DETAILS SHEETS C-18 TO C -20o 20 FOR CONCRETE BARRIER SCUPPER DETAILS, SEE CONSTRUCTION DETAILS SHEET C -55o �I ASPH 00 00 ---� 033 I 1 X ASPH ____----------� IX — ----------------------CONC—————————— I-------------------- R/W y- 10 C1q,4N ,6-Z CB TYPE -60) - - C F --- C s —X 0 1 2' ASPH -77 0 1 , a coNC SAWCUT & JOIN 1 - _ + —i` SBD - 10 Ex l St PVm+ U J Q w 7 8 N 88°03'40" E 9 29358094' 665 6 a w n ASPH I cf) `" w w z u� J v — — — — — — — — — — — — ASNH— — — — — — — — — --Q --------------- — — — — — — — z 0 X ~ Q F- 0 r cn z Q F— I 0 F— z w F— Q W c � � o 0 x X Q O � � z O m m r -r- O o Ln u U �--� x � � U II � LL w o J L ~ Q J > ~ ~ U �L N (/7 V) 0 a_ BY OTHERS EA 497501 R/W --j 670 X Beg -50.1 TAR ASPH CONC 11I7 1�(Yp' LINE CONT' x(01 TAPER —WB Rte 10 EB Rte 10 m X --- Dist COUNTY ROUTE POST MILES SHEET TOTAL Lc) TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 8 624 S-u-� h Com--- 6 -- AT PH o w 09-08-11 +- w RCF ESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON — ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TB/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 11 X – X- i 22' Lt "R1'' +95000 END 50:1 TAPER ''R1 '' 675+95°00 -SOT II= 79' Lt ''I-10'' 675+95000 N 86054"55'' E — -i 300033' 4 F -- --— __ — --- 10 "R1" LINE 12 675 --------------------ASPH--------------- Ln M 0 0 o DIRT BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ec002.dgn IS IN INCHES 0 2 3 UNIT 2232 DIRT 12 0 1 0 O Lc) 10 _ _ CONCH + r� rl- I Imo- J Qo 6 -- AT PH o w +- w ASPH U) = cn w — zw �w -J cn CW' v SBD - 10 -———— — — — — —— — ASPH -- — ---- — — — — — — — — — — — — —— Q LAYOUT SCALE: 1 "=50' PROJECT NUMBER & PHASE 0800000744 >0 L" 0 L-2 a0 0 NOTE: 1° FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° X NOTE THIS SHEET: 1. FOR AUXILIARY WIDENING AND GORE DETAILS, SEE CONSTRUCTION DETAILS SHEET C-20 TO C-23. 2. FOR I-10 MEDIAN DETAILS, SEE CONSTRUCTION DETAILS SHEET C-30° CURVE DATA No. R0 II I I I i �l Elev (101 T L 2� 6999.71 04050/ II 47 296.22 592.08 �3 5083.77' 09041 '3211 431 .02' 859.98' �5 7999.59' 05°39'5611 395.83' 791 .02' © 4999.74' 1 1001 '37'' 482.61 ' 962.23' ® 3000.00' 06009/58 11 161 .58' 322.86' 11 8011.59' 03°05'3511 216.30' 432.50' 12 12754.65/ 01 0 57'20'' 217.69/ 435.35' Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 9 624 S-u-� h CC --t- —09-08-11 REGISTERED CIVIL ENGINEER DATE �O QRpFESSIpNq` OON F ANN CHEAH 09-08-11 z m PLANS APPROVAL DATE No. 521 43 CB ( TYPE 736B)EXP• , THE STATE OF CALIFORNIA OR 1 TS OFFICERS OR AGENTS SHALL NOT BE RE5RON5IBL E FOR ST CIVIL tiP THE ACCURACY OR COMRL ETENf55 OF SCANNED qTF OF CAL IV CB (TYPE 60D) COPIES OF THIS RL AN SHEET, RW 688 PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SEE RW PLANS SUITE 200 SAN BERNARDINO, CA 92410 24' Lt ''R1 '' +65 ONTARIO, CALIFORNIA 91761 1011=71010=1 wo:", 4' Rt 4' Rt "R 1 " +50" " 34 Lt R1 691+50 'R1'' 682+72.14 Beg CB (TYPE 736B) END CB (TYPE 60C) END CURB Beg Trans RAILING (TYPE WB) (TYPE D-4)END CAP (TYPE TC) 34 Lt R1 8.76') 10°'' Rt 688+50.00 VEGETATION CONTROL (MINOR Conc) 8.42') "A" 682+72°37 Beg CB (TYPE 60D) - END CURB Beg RW 688 000 8.05/)(TYPE D-4) SEE RW PLANS _X�F woo J TCE/ PERMANENT ' �R/W - - - - �' z 1 Lo ~ � + w MAINTENANCE EASEMENT 38°40' Lt 36°40' Lt ''R1 11 +35-- - F��� _ _ L) 0 u')CB ( TYPE 60C) 29.31 ' Lt R 1 +35 - -- O ''R1 " +30 N 1 /eHYNN�� ---- -� --___---� 12Lt 69 LINE _ I Beg -4b -.T TAP 1253= OT _ 4 , 2 - - 1 0 -7" E - - 2�� 687+40 °00 Po 00 SP N 8 R Lt A" 6 8� ° ° A��_ 1 0 12 ��OIN 3 , 2 � SAWCUT 1 Exist w = N ° 12'` E 400 1 Qw = 12 3 — 4 -686+6-4-°48 _ — 6901+ 0+64-4- 27N ASPHo o te—� 0CON o2 3 R 690 BC CB (TYf>E 60C) 004o °z z CV+ SBD 40 a - 8 J S-A1ICUT & JOIN - + u 12 023 44 E �_ - 6 z Exist Pvmt - A-680 740 BC �N 82 Q w o 8 ° 6 _ ..8.. SNE _ _ - _Af7— — - ''R3'' 689+64.28 EC Ld g _ "LINE 9 ASPH 680 I 85 8 Rt -4-3 - - ` = I 1 0 � _ _ - 6 _ ��8�� _ f ��� - CB (TYPE 736B) � o � o `n z N 88° 03'40" E 29358.94' a `�� ° = 4 _ 1 12 -�e9fl_ 1 w Li SAWCUT & JOLN- 12' R� "B" 6$8-+96 ° 4 _ 7 3 10 � Fi� g 0 z o �° 6 Lin w z � = Exist Pvmt c�0 1 SBD 6 7 "R3" LINE — ° J � w 0 0 3 = rn = 12 Q0 cn X --- --- - ----- --- - '----- 11 4 Cj _ - - - -- - �- Q o w — ---- ---- — _ _ - _ _ — — — — — — +- w o — — —A v— ---------- cn cn z ------------- "R3" 685+28.94 PCC uP R36' 4 'Rt W 4' 4 - 12` Rt R3 _ E +00 ~ R/W , 1 2' Rt "B" + 8 Rt B" + & eg C ON RW 680 uB o SEE RW PLANS "B" 678+10.41 R- - Exist Pvmt RW 690W Rt � z 55' Rt "I-10 " + END GRIND Exist �' RV11 P_ - „ + o 4 Lt R3 683+67 ° 33 Cor�mmtPv20 33' Rt Be CURB -V -TYPE D-4� ° 2, � 3 - - - BY OTHERS "F °�-' +50 g N Q EA 497501 o DIR_ _-�9R-RGCK---B-LANKE�— END CURB (TYPE D-4) CB (TYPE 60D) PROJECT ID 0800�072 - SEE LANDSCAPE PLANS RW 690W o II II 4 Lt R3 684+97°45 4' Lt "R3" +00 N 35 Rt B +72.75 END CURB ( TYPE D-4) SEE RW PLANS --i CID M I END Trans RAILING (TYPE WB) Beg CB (TYPE 60C) 40.69' Rt "R3" +50 Beg CB ( TYPE 736B) o LL - X X Q END CB ( TYPE 60C) END CAP ( TYPE TC) w w 1 2 Rt B +54.90 o m m � SAWCUT & JOIN Exist Pvmt Beg RW 680 00 o �' [� o Be GRIND Exist Conc Pvmt SEE RW PLANS 4' Lt "R3" +75 a In"u II g II I I I i �l Elev (101 X a Dw PER COF Std PLAN 1 001 I I I Elev 1 01 X Lli c/) Elev (1017.04/) I X II o J �� �� I l Il I Elev (1 01 12 Lt R1 +65 II Li z Beg 50:1 TAPER E J J> W - _ N _ I Elev (101 ��R1" 2+18.19 EC ^ Z LL FOR ROCK BLANKET SEE LA-D-SQ-AElE_ NS V�j II 4' Rt ��-"� °+°�°�2' P° 0 L Q Beg CURB (TYPE D-4)0 J ,c ~ X34r t „A + ,p 1 �� �L V) -Re4 CURB TYP I U N C:) r 52.87' Rt "A" 681 +66, 1 0 w°° m o Beg CB (TYPE 60C I _ - Beg GR I-NDc Ex i st Conic Pyfnt - - - D� JOIN- E-xiust (1 °59') J- w -�l 23 Lt R1 +99°40 END -i� f T -Y P -60 )- - '- -- - - - u- "� " Beg CB ( TYPE 60C) "R1 " 678+95.33 BC - w -- - - - - Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 9 624 S-u-� h CC --t- —09-08-11 REGISTERED CIVIL ENGINEER DATE �O QRpFESSIpNq` OON F ANN CHEAH 09-08-11 z m PLANS APPROVAL DATE No. 521 43 CB ( TYPE 736B)EXP• , THE STATE OF CALIFORNIA OR 1 TS OFFICERS OR AGENTS SHALL NOT BE RE5RON5IBL E FOR ST CIVIL tiP THE ACCURACY OR COMRL ETENf55 OF SCANNED qTF OF CAL IV CB (TYPE 60D) COPIES OF THIS RL AN SHEET, RW 688 PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SEE RW PLANS SUITE 200 SAN BERNARDINO, CA 92410 24' Lt ''R1 '' +65 ONTARIO, CALIFORNIA 91761 1011=71010=1 wo:", 4' Rt 4' Rt "R 1 " +50" " 34 Lt R1 691+50 'R1'' 682+72.14 Beg CB (TYPE 736B) END CB (TYPE 60C) END CURB Beg Trans RAILING (TYPE WB) (TYPE D-4)END CAP (TYPE TC) 34 Lt R1 8.76') 10°'' Rt 688+50.00 VEGETATION CONTROL (MINOR Conc) 8.42') "A" 682+72°37 Beg CB (TYPE 60D) - END CURB Beg RW 688 000 8.05/)(TYPE D-4) SEE RW PLANS _X�F woo J TCE/ PERMANENT ' �R/W - - - - �' z 1 Lo ~ � + w MAINTENANCE EASEMENT 38°40' Lt 36°40' Lt ''R1 11 +35-- - F��� _ _ L) 0 u')CB ( TYPE 60C) 29.31 ' Lt R 1 +35 - -- O ''R1 " +30 N 1 /eHYNN�� ---- -� --___---� 12Lt 69 LINE _ I Beg -4b -.T TAP 1253= OT _ 4 , 2 - - 1 0 -7" E - - 2�� 687+40 °00 Po 00 SP N 8 R Lt A" 6 8� ° ° A��_ 1 0 12 ��OIN 3 , 2 � SAWCUT 1 Exist w = N ° 12'` E 400 1 Qw = 12 3 — 4 -686+6-4-°48 _ — 6901+ 0+64-4- 27N ASPHo o te—� 0CON o2 3 R 690 BC CB (TYf>E 60C) 004o °z z CV+ SBD 40 a - 8 J S-A1ICUT & JOIN - + u 12 023 44 E �_ - 6 z Exist Pvmt - A-680 740 BC �N 82 Q w o 8 ° 6 _ ..8.. SNE _ _ - _Af7— — - ''R3'' 689+64.28 EC Ld g _ "LINE 9 ASPH 680 I 85 8 Rt -4-3 - - ` = I 1 0 � _ _ - 6 _ ��8�� _ f ��� - CB (TYPE 736B) � o � o `n z N 88° 03'40" E 29358.94' a `�� ° = 4 _ 1 12 -�e9fl_ 1 w Li SAWCUT & JOLN- 12' R� "B" 6$8-+96 ° 4 _ 7 3 10 � Fi� g 0 z o �° 6 Lin w z � = Exist Pvmt c�0 1 SBD 6 7 "R3" LINE — ° J � w 0 0 3 = rn = 12 Q0 cn X --- --- - ----- --- - '----- 11 4 Cj _ - - - -- - �- Q o w — ---- ---- — _ _ - _ _ — — — — — — +- w o — — —A v— ---------- cn cn z ------------- "R3" 685+28.94 PCC uP R36' 4 'Rt W 4' 4 - 12` Rt R3 _ E +00 ~ R/W , 1 2' Rt "B" + 8 Rt B" + & eg C ON RW 680 uB o SEE RW PLANS "B" 678+10.41 R- - Exist Pvmt RW 690W Rt � z 55' Rt "I-10 " + END GRIND Exist �' RV11 P_ - „ + o 4 Lt R3 683+67 ° 33 Cor�mmtPv20 33' Rt Be CURB -V -TYPE D-4� ° 2, � 3 - - - BY OTHERS "F °�-' +50 g N Q EA 497501 o DIR_ _-�9R-RGCK---B-LANKE�— END CURB (TYPE D-4) CB (TYPE 60D) PROJECT ID 0800�072 - SEE LANDSCAPE PLANS RW 690W o II II 4 Lt R3 684+97°45 4' Lt "R3" +00 N 35 Rt B +72.75 END CURB ( TYPE D-4) SEE RW PLANS --i CID M I END Trans RAILING (TYPE WB) Beg CB (TYPE 60C) 40.69' Rt "R3" +50 Beg CB ( TYPE 736B) o LL - X X Q END CB ( TYPE 60C) END CAP ( TYPE TC) w w 1 2 Rt B +54.90 o m m � SAWCUT & JOIN Exist Pvmt Beg RW 680 00 o �' [� o Be GRIND Exist Conc Pvmt SEE RW PLANS 4' Lt "R3" +75 a In"u II g BORDER EAST REVISED 7/2/2010 SEE C-51 FOR AFTSLAYOUT w w CONNECTION DETAILS Beg Trans RAILING (TYPE WB) o� VEGETATION CONTROL (MINOR Conc) Z 0 20 SCALE: 1 ''=50' I USERNAME=>p0026551 DGN FILE => 846800ea003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 PROJECT NUMBER & PHASE 4800000744 wo L_3 �I J 0 X a � U II II E 0 N ^ Z LL II L Q J ,c ~ �L V) U N N D d BORDER EAST REVISED 7/2/2010 SEE C-51 FOR AFTSLAYOUT w w CONNECTION DETAILS Beg Trans RAILING (TYPE WB) o� VEGETATION CONTROL (MINOR Conc) Z 0 20 SCALE: 1 ''=50' I USERNAME=>p0026551 DGN FILE => 846800ea003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 PROJECT NUMBER & PHASE 4800000744 wo L_3 �I J 0 NOTE: 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. SEE SHEET L-5 MATCH LINE Sta 23+50.00 0 X NOTES THIS SHEET:I[7 -- _X ' I �- T C E -x 1. FOR CHERRY Ave AND SLOVER Ave INTERSECTION AND CURB DETAILS, 1 SEE CONSTRUCTION DETAILS SHEET C-33 TO C-36. T E I 8 5 I II CURB (TYPE Al -8 'plod) X 5 I � 2. FOR SITE DETAILS, SEE CONSTRUCTION DETAILS SHEET C-43 1 1 64' Rt ''C'' 22+43 AND C-44. "C" 21+87.59 BC I 18 I II Beg CURB X `�(: Y�� 2= d ) 0 o' w w cn 0 w 0 w U J w z J w � > w w _ I-- U V) 00 II -CONC I Ioo � I L �o 0 40' t ''S'' 14+ Beg CURB (TAE A2-8 M d) 1 Beg Conc1 I CO C ( TYPE A2-8 Mod)= 52' I I j Rt C 21 +96 6 - - - Beg RW 22 2' I I SEE RW PLANS 1 ASPH 1 0 Rt 11 I I +96.21 I401, X 75°00' Lt 11,1',;, 1 37046 1 - I II �I I 11 11� I +9 e Dist om r POST MILES w m 18 w X TOTAL PROJECT a� o 08 -J z W 12.3/14.1 20 624 S-u-� h CC U U —09-08-11 REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpN4` aw = Ur-) U II -CONC I Ioo � I L �o 0 40' t ''S'' 14+ Beg CURB (TAE A2-8 M d) 1 Beg Conc1 I CO C ( TYPE A2-8 Mod)= 52' I I j Rt C 21 +96 6 - - - Beg RW 22 2' I I SEE RW PLANS 1 ASPH 1 0 Rt 11 I I +96.21 I401, X 75°00' Lt 11,1',;, 1 37046 1 - I II �I I 11 11� I +9 e Dist COUNTY ROUTE POST MILES SHEET TOTAL 18 w X TOTAL PROJECT No. SHEETS 08 w 10 12.3/14.1 20 624 S-u-� h CC w aa —09-08-11 REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpN4` z = O 09-08-11 52143 m PLANS APPROVAL DATE U THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF THE ACCURACY OR COMPLETENESS u COPIES OF THIS PLAN SHEET, z o SANBAG w z 1170 W 3RD STREET LL- a SAN BERNARDINO, CA 92410 O X z F - Q z w w F- z X O U Q II -CONC I Ioo � I L �o 0 40' t ''S'' 14+ Beg CURB (TAE A2-8 M d) 1 Beg Conc1 I CO C ( TYPE A2-8 Mod)= 52' I I j Rt C 21 +96 6 - - - Beg RW 22 2' I I SEE RW PLANS 1 ASPH 1 0 Rt 11 I I +96.21 I401, X 75°00' Lt 11,1',;, 1 37046 1 - I II �I I 11 11� I +9 e Dist COUNTY ROUTE POST MILES SHEET TOTAL 18 01 X TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 20 624 S-u-� h CC X --t- —09-08-11 REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpN4` cn SOON F ANN CHEAH `z 09-08-11 52143 m PLANS APPROVAL DATE No. THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED of CAS IFp�� COPIES OF THIS PLAN SHEET, PARSONS F- SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 21 I u I 1 48.18/ Lt "S" 23+M SEE W PLANS I I I I of I END CURB ( TYPE Al2-8 Mod) x -� Ll 30 o 1 I R/W �I I END Conc SW I XI II II I - I J S 00.00 PI I 'I - I I CONC *7-.-5-/ t+ FI X FOR SITE I DETI X ILS I II � 9 I ��I SEE SHEET C- 3 & C 44 +06.64 1 T I ���� ASPH 1 I "S" 25+33 "S" 1 4+ - I 47l 50' Lt SAWCUT & � SAWCUT & 1 X S +70 R/W T T _� TS I =- - - - -- — �x JOIN Exist Pvmt r x JON Exist Pvm ---00 --------- - I 1 �' 1 - - - - - - - - - - - o �� �� --- �- - �- I - I X - -- --XT X 0 L I k - - - - $- ��/ 6.50' R _ �% - - - - - _ - z 1 -151 �' ASPH 6.50' Rt I ovC IAP 1- 4 -8' -L -f - - - °S + 7 0 ro - - M T S o I` i�, - - - (D - - 11 S 2 4 +� - I - - - - - - - - I 5 - S +80 - - - - - - TS- —� - 6 0 , 11 7 3 4 - — --I V -� -� d 1 1 -E 1 1 1 1 - 0 E R A - I N E o 1 _ = --- ------------------------- -- — __ — o ova - - - _ASPH - 1 0.48' Lt - 1 3-�0' Lt -SLOVER Ave — 1 3.5-' Lt Pvc "S" +80 "S" +70 S +06.61 F — - — — X i X X 43.50' Rt "S" 13+39.90 Beg Conc SW a /1 X X X� R/W� `9T ''S'' +94.57 SAWCUT & CURB JOIN Exist Pvm+ (TYPE Al -8 Mod) CURVE DATA z O R IUI T L 18 01 X F- 186.05 L `' F - o X cn z Q x F- I I O X F - z w F- X Q w c � \ m I n� . . li X X Q O 3: -:3:: Z O m m rr, Ln U u X Q � U I I n E II LL O ^ Z N II w L J ,c Q ~ U �L N V) N D d BORDER EAST REVISED 7/2/2010 a /1 X X X� R/W� `9T ''S'' +94.57 SAWCUT & CURB JOIN Exist Pvm+ (TYPE Al -8 Mod) CURVE DATA No. R 0 T L 18 3004.00 030 32'5511 93.06' 186.05 USERNAME=>p0026551 DGN FILE => 846800ea004.dgn 40050' Rt "S" +94.57 Beg CURB (TYPE A2-8 Mod) ''C'' 20+00.02 PI = ''S'' 20+04.00 58' Lt "C" 19+00.00 END CURB TYPE A2-8 Mod END Conc SW ''C'' 18+50.00 SAWCUT & JOIN Exist Pvm+ 10.50 R - o 5 -S.5..+00.0 -07- _— ---------® 5 I / �\ R/W IIS�� 24+00 ASPH X 0 58' S0' 1 _ ASPH 40.50' Rt 11 21 +11 � "S" 24+00 0 END CURB (TYPE A2-8 Mod) SAWCUT & -- END C nc S X, I �� X X CONCH _______________ I' a f _ I I CURB (TYPE Al -8 Mod) CONC CONC L I I I X I w I�I = I ® 50' R �IC1� 1 +00 00 U I ® Berg CURB (TYP-E- - Mod) z 1 1 ® Bx4b Conc SW I ASPH III J Iv — IX X ASPH u X c� I� X r- � I � 11 � TII 1 I II X II J X Q N III o JI � II 0I�I F —X— X O I� III � z III Qo II � Ili 11 � II 14, 01 I Ilil I ills RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 i I i I i I X X A X UNIT 2232 CONC CONC ----------�I II I I II I II J ASPH LAYOUT SCALE: 1 "=50' PROJECT NUMBER & PHASE X X 0800000744 N Q N e I0 N � M 0') n C p W W O O J J IZ a- wW F-- !>�: C) --0 N O � w O Q-- O L-4 a0 -1 O x 0 w m Un > W w L > w w Q 0 x om w �Q �z U , Ln aw U o r m o w U W = U 0 r'r 0 © w x a n V) o' SBd w w 0 624 S-u-� h Com--- U J 0 w z REGISTERED CIVIL ENGINEER DATE J w J > a w w z w THE STATE OF CALIFORNIA OR /TS OFF/CERS �x Exp. CIVIL 0 U cf) ►0 x om w �Q �z U , Ln aw U o r m o w U W = U 0 SHEET 0 © 4999074' x a No. SHEETS o' SBd 10 w 21 624 S-u-� h Com--- 93.06' 186.05/ 0 7998000' ROFESS10 REGISTERED CIVIL ENGINEER DATE r SOON cn a a w 52143 z w THE STATE OF CALIFORNIA OR /TS OFF/CERS �x Exp. CIVIL 0 = THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� U PARSONS SANBAG U 1170 W 3RD STREET z o SAN BERNARDINO, CA 92410 � z 0 LL_ a z z Q w z 0 U 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° ''R3'' 694+52.99 POT = "R5" 694+51.93 POT= "C" 30+44042 34049' Lt "R3" +80.48 END RW 690W SEE RW PLANS 4000' Lt "R3" +50000 END CB (TYPE 7368) CB (TYPE 60D) Beg Br BARRIER FOR RW 690W (TYPE 26A) SEE SHEET L-6 SEE RW PLANSSEE Str PLANS MATCH LINE Sta 31+50-00 6 5 SES 3 "R3" +36 rI") 0 Iwo 0 Jz0 �JLn w + w=rn -- = U wa o w>� Ln Ln 44' Rt "R 56' RrF 2 ''R311LINE 3 N 85 c •• TCE 56-`R-;;�" U 11 44' Rt "R3" +00 6 l IR X- END R W- 80r 1 SEE RW PLANS I 79000' Lt "C" 28+57038 END RW 21 SEE RW PLANS ASPk 62' J J G 69 7 0' N Q a •• ■ CHERRY Ave. OC Br No. 54-1292 SEE Str PLANS CB (TYPE 60D) SEE Str PLANS FOR Br Abut 34062' Lt "R5" +17089 Beg RW 690E SEE RW PLANS 4' Lt "R5" 695+31 049 END Br BARRIER (TYPE 736A) SEE Str PLANS Beg CB (TYPE 7368) 6 6 7 EB Rte 10 ASPH "R5" +73°46 M NOTES THIS SHEET: 1 o FOR CHERRY Ave CURB DETAILS, SEE CONSTRUCTION DETAILS SHEET C -36o 2. FOR R1 , R5 AND CHERRY Ave INTERSECTION DETAILS, SEE CONSTRUCTION DETAILS SHEET C -37o 3. FOR IRRIGATION CROSSOVER SEE CONSTRUCTION DETAILS SHEET C -54o CB ( TYPE 736B) CB (TYPE 60D) FOR RW 690E SEE RW PLANS "B" LINE A/ A A— /�67 8 -- - 1 2`= N 89°43'49" 4.85' 11R5"t 12 - Ell - -- ---- 32Rt "R 5" +85 44' Rt "R5" +65 4Vp 7 - UP RR dt ''R511 120 O —END CB ( TYPE 736B) SEE RW P-LANS - - 0 O -meg CURB (TYPE B1-4) A305-9'_Rt-"R 5" +39073 70' Lt "C" 28+44025 1 U I _ 69020' Lt "C" +33035 I END I URB ( TYPE A2-8 Mod) 1 2' Rt I , ..C.. 27+0 66' Lt "C" 27+87.34 I 14 12 ' .. C .. 2_1x +o+ 1 4' Lt TCEI ,� 5 C 27+00 5 z F__1 x- �I ICI I -' RW 21 SEE RW PLANS 2 52' I 5' I I 14' Lt "C" +93.64 END BAY TAPER I i I I "C" 23+73064 EC I I 6 I 1 g' I 6 I � I 8 MATCHLI NE Sta 23+50000 SEE SHEET L-4 USERNAME=>p0026551 DGN FILE => 846800ea005.dgn / "B" 699+63071 EC 7W S86°34'39"E-1400001 ' — — — — SF "R5" 700+96078 BC , 15 N 000 w 0 I co z 0 --- Ln __j+ w CURB (TYPE B1 -4 u o cn 0 w +- w +O-cr— Beg CB TYPE 7368 — — DIRT EXISTING HIGHWAY INDENTURE OTAN 70080' Rt "R5" 695+2 e8 r Beg RW 696 SEE RW PLANS ° -CHERRY Ave OH Br No. 54 C-0065 SEE Str PLIANS 67005' Rt "C'I' 28+30051 END RW 22 SEE RW PLANIS CONC R 22 SEE RW PLANS I"C" +uu o 00 8" CHQPE PIPE _ C' x CU�6 (TYPE A+17�a_M_1) TCE ° 0 i 10' Rt "Cf' x+73 0 64 Beg BW TAPER IF' -L --_ =--� BOYLE AVE ASPH RELATIVE BORDER SCALE IS IN INCHES I �� 0 1 2 3 I I I I I I I X BOYLE AVE- x x x x of n i UNIT 2232 Dist z ROUTE POST MILES SHEET 0 © 4999074' x a No. SHEETS 08 SBd 10 12.3/14.1 21 624 S-u-� h Com--- 93.06' 186.05/ 0 7998000' ROFESS10 REGISTERED CIVIL ENGINEER DATE r SOON cn ANN CHEAH 09-08-11 w 52143 z No. THE STATE OF CALIFORNIA OR /TS OFF/CERS �x Exp. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE a THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� CORiES OF 1-111S RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 0 z w a w � o � o 0 x X Q 0 Z 0 m m r -r- 0 LSU o x � � U ASPH FZ " o z °' w ~ o J � J > a ~ c a •- c U L N c./7 V) 0 a_ BORDER EAST REVISED 7/2/2010 F__1 x- �I ICI I -' RW 21 SEE RW PLANS 2 52' I 5' I I 14' Lt "C" +93.64 END BAY TAPER I i I I "C" 23+73064 EC I I 6 I 1 g' I 6 I � I 8 MATCHLI NE Sta 23+50000 SEE SHEET L-4 USERNAME=>p0026551 DGN FILE => 846800ea005.dgn / "B" 699+63071 EC 7W S86°34'39"E-1400001 ' — — — — SF "R5" 700+96078 BC , 15 N 000 w 0 I co z 0 --- Ln __j+ w CURB (TYPE B1 -4 u o cn 0 w +- w +O-cr— Beg CB TYPE 7368 — — DIRT EXISTING HIGHWAY INDENTURE OTAN 70080' Rt "R5" 695+2 e8 r Beg RW 696 SEE RW PLANS ° -CHERRY Ave OH Br No. 54 C-0065 SEE Str PLIANS 67005' Rt "C'I' 28+30051 END RW 22 SEE RW PLANIS CONC R 22 SEE RW PLANS I"C" +uu o 00 8" CHQPE PIPE _ C' x CU�6 (TYPE A+17�a_M_1) TCE ° 0 i 10' Rt "Cf' x+73 0 64 Beg BW TAPER IF' -L --_ =--� BOYLE AVE ASPH RELATIVE BORDER SCALE IS IN INCHES I �� 0 1 2 3 I I I I I I I X BOYLE AVE- x x x x of n i UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL © 4999074' 1 1 001 '37" TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 21 624 S-u-� h Com--- 93.06' 186.05/ 09-08-11 7998000' ROFESS10 REGISTERED CIVIL ENGINEER DATE 578.96' SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA OR /TS OFF/CERS �x Exp. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� CORiES OF 1-111S RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 CURVE DATA No. R 0 T L © 4999074' 1 1 001 '37" 482061 ' 962023' 15 8000000' 01 0 12"3411 84044' 1 68088' 18 3004.00/ 03032/55 1 1 93.06' 186.05/ 19 7998000' 04008'51 " 289061 ' 578.96' LAYOUT SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 >0 w �0 L-5 a0 0 X 0 m w o > III w u') 2� > w LIJ � Q 0 X m m e- o' L "R2" 691 +99.49 BC w / II 41 32 090 431 .021 n V) F-' �1 w 221 .24' O 1 4' Rt "R2" 693+35. " U J ''All w z 104.38/ J w 650.00' J > SEE SHEET L-5 LTJ LTJ 04008/51 11 11 N 578.96' LL u 06002/55 11 22' Lt "A" 693+34.15 276.38/ FOR ROCK BLANKET Dist COUNTY ROUTE POST MILES SHEET TOTAL NOTES THIS SHEET: TOTAL PROJECT No. SHEETS NOTE 08 SBd 10 12.3/14.1 22 624 1 . FOR R2 AND I-10 GORE DETAILS, SEE CONSTRUCTION DETAILS SHEET 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, C-21 AND C-22. SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. S-u-�h Ct---- 09-08-11 pFESSI MATCH LINE Sta 40+00.00 2. FOR I-10 MEDIAN DETAILS9 SEE CONSTRUCTION DETAILS SHEET REGISTERED CIVIL ENGINEER DATE �oQR CURB TYPE A1-8) C-30 TO C -32o � SOON �� SEE SHEET L-7 ANN CHEAH z CURB (TYPE A2-8 Mod) 3o FOR R1 R2 R4 AND CHERRY Ave INTERSECTION DETAILS SEE 09-08-11 w No. rn X, 9 9 9 PLANS APPROVAL DATE � 52143 x X ,I ! CONSTRUCTION DETAILS SHEET C-38. EXP. X I 6 2 THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS NC- 2' 4. FOR CHERRY Ave CURB DETAILS SEE CONSTRUCTION DETAILS OR AGENTS SHALL NOT BE RESPONSIBLE FOR sTgT CIVIL 9 THE ACCURACY OR COMPLETENESS OF SCANNED F p OF ASPh 60' Lt "C" +76 8, 6 I ASPH SHEET C-39. COPIES OF THIS PLAN SHEET, CALIF END CURB ( TYPE A2-8) I 2' Rt "C" +86 Beg CURB (TYP A2-8 Mod) 1 8'. I ND CURB (TYPE A2- ) 5. FOR DRIVEWAY DETAILS9 SEE CONSTRUCTION DETAILS SHEET C-41 0 32000EAST GUASTI ROAD SANBAG ( 5 I e CURB (TYPE A2- Mod) SUITE 200 1170 W 3RD STREET i, a I g SAN BERNARDINO, CA 92410 60 Lt C 38+64081 I I I "C" + .00 6. FOR WASHINGTON Dr CUL-DE-SAC DETAILS9 SEE CONSTRUCTION ONTARIO, CALIFORNIA 91761 "C11 38+34.82 EC L_ - 0"I I 8" CH PE PIPE DETAILS SHEET C-45. 62' Lt "C" 38+34.8 I I 7. FOR IRRIGATION CROSSOVER SEE CONSTRUCTION DETAILS SHEET C-54. T- /\ I \ ''R411 I 71 .50 I I Lt ''C'' 38+300 \ I I R4I I +24.50 8. FOR CONCRETE BARRIER (TYPE 60R), SEE CONSTRU,QTION DETAILS SHEET C-56. END RW 33 SEE RW PLANS -()7 44' Lt 'JR4" 66 CURB (TYPE A2- 8) I j I I Beg CURB (TYPE A2-8) _ 46.65' Lt "R 697+00 d0 Q I I �- ` I� - - - - -� ----- Beg SOUND W LL 697 RW 33 SEE SOUND WALL PLAN -!$d SEE RW PLANS i I ovc CURB 11R211 7020+80.32 X (TYPE 4 Rt R2 +00 _I TCE I B2-6) CHUFE PIPELli Be CURB - j "R4" 693+�56�.47 POT = I = I I R/W X C 36+83.35 I ASPH I � ''R411 �X - X 62 I � � � r -I � R4 697 4 E ''R2'' 704+73.86 POT - 5 I EIN RB (TYPE B2- ) C IICII 36+66. I , 21 I o II I--- 1 F 4 II IICII 36+03.7 PR I 4 S 8511 4'2 . (D 1 S 97 1 217.49' 695 ro 4 S E SOUND WALL PLANS 43.32 "R1" +77.92 6 0 Beg C nc SW --i-' w ter- \� 6' Lt om wm Beg CB (TYF 736B) (TYPEAl-8)m N I ''R411 +00 ' Ln r a 39.96' Lt IIR211 +03.14 70.50' L IICII +1 1 J I 23 °- 2 CITY R/W D� END RW 688 END CB I I I I g'' z W PERMANENT 1 I U U - aw = SEE RW PLANS (� Y E 7368) I ' I I IIR411 693 10 I X j� UTILITY Uo U II EASEMENT - 34' Lt "R111 +66.27 I I , 8 CHDPE PIPE �i 8 "W" 9+20.00 X X Beg CURB ( TYPE A2-8) I ''R I II II " 0.001 Q 8 Rt 0=*4-0�JQ- _ R2 -- '11 L-v�] 4.00' Rt "R1 " 693+69.74 8 CHDPE PIP I p CUR 702 X X w END CB (TYPE 736B) � I of B � E _ - - v�- - - - - _ 9) �� „ W LINE GTON Dr Beg Br BARRIER (TYPE 26A) 62' 16 I I ALO i 695+73.96 WASH GTON DR �'' SEE Str PLANS CB � � 54 I 8 6,,.5/ Rt "C11 +48 � N 89028/38''E Q a (TYPE 4 , e CURB (TY A2- 8) BC 4 "R2" +00.00 z < 34 Lt R1 +75 7368) / X o END Trans RAILING �I ' 3 t IIR2" O O (TYPE WB) IS o - - - 24' Lt Z AFTS i `Beg' T-rQns�RA TYP ) a R/W � 5 � 1 END CAP (T C�, 5 "R4" +20 foo '�1�4" 00+77.4 �o 98.95' Lt + 6 I EE C-50 FOR CONNECT TAILS 4' Rt BC , x Q " + 5 I P I TA -FINN TROL (MI R -Co "R 2" +6 5.00 4 o CO R1 691 88.69 Beg RW 33 _ II II - 43.37' Z1� 11 6 'Rtll xQ Al z SEE RW PLANS = + °89 I 8 Lt R2 695+59°35\ 211 +30 _� +45110011 - L+80 / 1 E ans RAILING 36 _ _ 4 +00 _ -R� +35 _ _ - I I B (TYPE WB - Be CB (T - _ / "R 2" +6� z _ - 11R1 "+1 5 - 5 I \ EJB AFTS �- �; _ _ MVP C:) - - - , 42.01 ' Lt - I - CHANNEL X _ - _ - �_ IIR2" +60 CHP .��-SES-DBA AGE Q - 4 d'- 1 6' R t P L ATgS- - �Rt +00.00o 1,R��Z -INE Z - A � 4 ''All a „O 0 4 57 E R111 + _-- 3.6 - _ +80.00 36 Lt A +80 J z o N 80 6 R2 +90 0 2 t "R211 +6-9- E I ev 1026.91 ' 24' Lt ° L J + �6 5 I 81 a 06,24�� E 3 END 4 ° 3 -- IIAII +00 00 E 1026. 0 6' H "R2" 697+41 .01 BC = v 4 Rt R2'' 694+47.1 3 P ° L, w Ln Q o 22 Lt A 94+44.21 24 Lt A +15 + w 4 - fSR - - - - - - - - - - -E I ev 1027.23/ _ -- _ 1 o � 0 cn 2 _- - 4 95 �1A" LINE g -------- '- w RW 688 19 11 C 33+27.32 PCC C NC _ SBD - 10 S -�-- +-- w a SEE RW PLANS 1 Q - I 2 694+20.73 EC 3 WB R+P 1 n 87005/351E 400.1 7' `J' _ � -i CB (TYPE 60D) \ J m i n� X X Q N81 °44'26'E 459.48' o 1 11-4 o m m e- T L "R2" 691 +99.49 BC ' ' ' " / II 41 32 090 431 .021 Co\(- o F-' �1 C:> 221 .24' 10 1 4' Rt "R2" 693+35. " MATCH LINE Sta 31+50.00 CHERRY Ave OC ''All 350.00' 33012/42 11 104.38/ 202.88' 14 650.00' Beg CURB (TYPE -D-4) 203.12/ SEE SHEET L-5 Br No. 54-1292 42 Rt A +07 04008/51 11 11 N 578.96' LL 2618.00/ 06002/55 11 22' Lt "A" 693+34.15 276.38/ FOR ROCK BLANKET SEE Str PLANS END Beg CB (TYPE 60R) CB ( TYPE 60C) 1 1 5.69' E ,^, � Beg CURB TYPE D-4 SEE LANDSCAPE PLANS Z o ® 12' Lt "A" 693+34..1 5 42' Rt "A" +08 uj ; SAWCUT & JOIN Exist Pvmt END CB ( TYPE 60C) U �L a �' END GRIND Exist Conc Pvmt Beg CB ( TYPE 60R) N D d BORDER EAST REVISED 7/2/2010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ea006.dgn IS IN INCHES J EB Rte 10 11A" 699+24.46 EC 0 1 2 3 I i I i I i I W C/) z W J W V) U SAWCUT Q & JOIN Exist Pvmt UNIT 2232 CURVE DATA No. R0 T L �3 5083.77 / II 41 32 090 431 .021 859.98 �9 20000.00' 000 38'02'' 1 1 0.62' 221 .24' 10 170.00' 166040'49'' 1455.95' 494.55' 13 350.00' 33012/42 11 104.38/ 202.88' 14 650.00' 34042/29 11 203.12/ 393.75' 19 7998.00' 04008/51 11 289.61 ' 578.96' 20 2618.00/ 06002/55 11 138.32/ 276.38/ 21 1992.00/ 06038/52 11 1 1 5.69' 231 .121 LAYOUT SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 � w o Q --o L-6 -j 0 X 0 0 w m cn o > W w L > w w 0 n, w n cf) 0 w U J w z J W J > W W U cf) ►o NOTE: 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, /,� SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. I ILi F --I I I I � I11 11 ASPH II NOTES THIS SHEET: I I r II 1 . FOR CHERRY Ave CURB DETAILS, SEE CONSTRUCTION DETAILS - SHEET C-39. I I —�/ II Vc��o� 0 11 1 1 Vcl 0 1 0 / 20 FOR CHERRY Ave AND VALLEY Blvd INTERSECTION DETAILS, SEE �� I �I �� // I vCl o III CONSTRUCTION DETAILS SHEET C-40. #i�� \� / FOR DRIVEWAY DETAILS, SEE CONSTRUCTION D �FolII SHEET C-41 AND x;42. I(n Q II la�l I II � I I I L �I ASPHIVC o x x x��— x �- x +o+ - / — — — — — — — — — — — — — — — — — — — — — — — oV C VALLEY BLVD — �Q ASPH 1 0 1 O I x I O OUB o� o� 46+4 .4 2 # j f—X x "V" 46+58.42 PI 2 N 89° 29'27" - — . % 1 . - 11 5 6 8 VALLEY Blvd x- mI r w m X � ao ==-1 Z U � U w aw = U o U X 0 > X o' w o- a a z w 0 _ U U � z o � z a X z a z 0 U z 0 1-� k X Q F— r cn z � a F- I 0 F- -7-1 W F- rrQ w x o LL o 0 X X Q 0 z x 0 m m 0 o Ln U X � � U II � LL z w o J L ~ a J > c ~ U �L N (/7 V) 0 a_ r CONC _ w SAWCUT & z S JOIN Exist Pvmt 8 C J �UB � ------------------- F— VC U / / T - Qo u,U — — — — \ 61 .64' LT "C" +57--- SAWCUT & o CONJOIN Exist Pvmt` Vc I 39.27' RT "C'' +57 SAWCUT & "C" +57 I I JOIN Exist Pvmt 59.51 Lt 44+60.58 6 LT o I - SAWCUT & �� I I C +57 o I JOIN Exist Pvmt 1a R/W IVCASPH 1D C RB ASPH ( TYPE A2- 8 k4bo) ND CQ11C c— — � I I _ � ICONC� I II c / w � I IB 0 U L � I o o c o—* o I O o X x—rn I 11 I I �6' CURB (TYPE A2--8 .-Mod) 52' 68/ ASPH I I I 1 1 CUR"TjY Al -8) -� I I�ic Q — -00 ASPH A I r J I Vc II 8/ ° II L_I_ I 8' 161 46I I O MATCH LINE Stc 40+00.00 SEE SHEET L-6 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ea007.dgn IS IN INCHES 70' RT "C" +30 62' RT "C" +50 A ASPH CURB (TYPE A2-8 Mod) 6' LT "C'' +50 END BAY TkPER IO i 16/ RT "C" +30 Beg BAY TAPER 0 2 3 J m ASPH Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 23 624 S-u-� h Com--- 09-08-11 R�FESS10 REGISTERED CIVIL ENGINEER DATE SOON ANN CHEAH 09-08-11 w 52143Fq PLANS APPROVAL DATE No. THE S TA TF OF CALIFORNIA OR I TS OFF/CFRS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL 1F09' CORES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 VALL Y BLVD 2 ' 4`7 11 r-1 �6 �. 7 5 UB x 42.50 RT V 50+07.35 END CURB (TYPE A2-8 Mod) Q x— x END Conc SW X ix X I — X - X 1 UNIT 2232 ASPH 0 1 UB 3 4 Tu — — — X U I `' 0I z O U I n U I I I I I I I I I I I LAYOUT SCALE: 1 ''=50' PROJECT NUMBER & PHASE a NQ C\jN o0 N � o0 � 0 w w 0 0 Ww a o � z O o O u I 'O w �O L-7 a0 O 0800000744 X m C/� 0 LTJ 0 w U J Li z J W J > Li w U V) om r w m a� o J z W D U U J U) W aw = Ur-) u X 0 > w w w C-- < z 0 z w Li- z z a w w z 0 • R /W 4' Rt "R4" +20 X EN PE -60) / �, - B gl Trrans RAL\LIN-G--(T1�I�VNB) P (TYPE E TIC 1 T TION C NTROL (MI CSR Conc) 4, t �� EN Tran (T PE B� Lj AFTS ❑ 'R4'' 704+71.1 EC 6 t c 0 + C 21E � � X 34' -_--__ "R4' 0 5 X —x X n Q I UIX� 'R4'� ° 0 o to END URB TYP I - ) O U ]"I 1I 71 2+3z"'.41 Lu LE N D IC 60C) p) EN IGkI, xi t C c P t NI �� st FOR BLANKET _ Q TS E LAWS APE PLANS 1 - +45 SOUN WA 6�7 1 3 Lt "R4�� +0 �I ' Lt SEE SOkJ1�l WALL ANDS B g XB (TYPE 60 I – 1J i i i 4�� +65 I I- I X- 4 Rt 4 710+90.21 X �/W - g C I( TYPE D-4) 9--i L -1 711+03.11 o- _ - - - - - 1 Begok(�_URB (TYPE D-4 ) c I-1 0 CHANNEL N- - - - - _ - - - - - - — 7 1/' O SEE DRAINAGELn 4 7�5 4- N-- I PLANS ® 6 S o - 87 84-1 - E- -1-01-9_47 o — ''A'' 703+24.63 BC _ BY OTHERS + w = ASPH 7— 468.18/ (EA 497501 ) � w (T Y-- ------- —_ _ ___ 4 _ :::=r PROJ-EC-T LD Q Lu �, w S 87 05 35 E 3 _=----------------- - - - - - - - - 4 T-------�—, ' -ASPH -' cwn 400.17' "A" LINE _ 6 _7------_ _ -- -SAWCUT &BOOIN� CONC li X X Q Exist Pvmt E FOR ST �P qTF 0 z COPIES OF THIS PLAN SHEET, O m 0o rr, SANBAG 3200 EAST GUASTI ROAD 1 ' SUITE 200 ONTARIO, CALIFORNIA 91761 _ - _ ASPH o - "B" 703+63.7 03 � SBD - 10 Ln + In H S 86034'39" E 400.01' 4 705 6 7 CONC 7 - O ' ''R5'' 702+65.66 EC '-`- - F- 4- w cn _ _ - pF, 4 _ 7 w U 38.60' Rt N 880 31 '1 51' E 597.52' 4 50:1 TAPER z w 4 cel 15 "R511 +60�, Jw w X X� X X --------------- "A'' 709 -LT 34 — — — — — N — — — — — — — — — — � — — — — — — — -9— SAWCUT & JOIN - - Ex i s�Pvmt 0')- 2 _ WB Rte 10 "B" LINE Ln U_ Q - - �- - 24' R+ "R 5" +73 CHP IY4 TCE' Be 50 1 IJP 4' Lt "R5" °48 END CURB (TYPE D-4) — - z END CB ( TYPE - - - D IRT C:) SEE RW 690E PLAN FOR 22' Rt ''B" 704+69.70 4' Lt "R5" 706+23.81 XQ CONNECTION DETAILS Beg CURB ( TYPE D-4) END CURB (TYPE D-4 ) 0 Q 5.48' Lt "R5'' +60 END CB (TYPE 60D) END RW 690E o SEE RW PLANS z w 34' Rt "R5'' +60 a END CURB (TYPE B1-4) SAWCUT & JOIN Exist Pvmt Beg GRIND Exist Conc Pvmt 4' Lt "R5" 704+58.80 Beg CURB (TYPE D-4) CURVE DATA No. R 0 T W ® 6999.58' 04050/4511 o 592.00' 07 9999.49' 05021 141 " 468.18/ 935.67' 14 650.00' 34042'29 203.12' --i CO I 8000.00' 01012'34 nI-- 168.88' 16 1 4000.00' 01040140 204.99/ 409.94' PLANS APPROVAL DATE li X X Q OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF 0 z COPIES OF THIS PLAN SHEET, O m 0o rr, SANBAG 3200 EAST GUASTI ROAD o o SUITE 200 ONTARIO, CALIFORNIA 91761 [-- 1' X � a � U I I n II L� E C:)^ °' Z w II L UJ F - Q J, ~ �L c V)N U N 0 d SAWCUT & JOIN Exist Pvmt Beg GRIND Exist Conc Pvmt 4' Lt "R5" 704+58.80 Beg CURB (TYPE D-4) CURVE DATA No. R 0 T L ® 6999.58' 04050/4511 296.18/ 592.00' 07 9999.49' 05021 141 " 468.18/ 935.67' 14 650.00' 34042'29 203.12' 393.75' 15 8000.00' 01012'34 84.44' 168.88' 16 1 4000.00' 01040140 204.99/ 409.94' 34.5' Rt "R5" +30 Beg CB (TYPE 60) SEE C-52 FOR CONNECTION DETAILS FOR ROCK BLANKET, SEE LANDSCAPE PLANS 710 T "I -10'o LINE --1-24- 0 1 4 Dist COUNTY ROUTE POST MILES SHEET TOTAL GORE DETAILS, SEE CONSTRUCTION DETAILS, SHEET C-25 AND TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 24 624 S-u-� h Ct---t- C-32. —09-08-11, REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` SOON F 0 ANN CHEAH 09-08-11 0 z 521 43 m PLANS APPROVAL DATE No. THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED 0 CAL IV COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 I-10 CHANNEL X SEE DRAINAGE PLANS X � "R4" 714+90.62 POT = 67' Lt 1 1 1 1 I 1� II 11 "I-10'' 71 5+0 2C,44a 1-10 CHANNEL =+ U -rr- \ T19-4 Lt Lt I-1 0 '-t=1 011 7-13+56.96 -T12+321 CONC MATCH East PV -Mf C9 -END CURS (TYPE D-4) I g -GR I N -D one Pvnt 715 IN 88 03'40 E 29358.94' S A W C -UT- -�&0 I4 Rte 1 0 Exist Pvmt 1 CON _ — 4 R /W 4 Ll o� R5 708+63.18 BC ° UP RR 0 7f 1 23 Rt Rt - ''R " f "R5" 712+73.13 EC = 0 .70 1 1�, �1 2' Rt "R5" + 3 ANGLE Be --C� ( 6 0 C) N D 50.1 o 1 TAPER 35.33' Rt "R5" +50 END RW 696 SEE RW PLANS NOTE: 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTES THIS SHEET: 1. FOR R4 AND I-10 GORE DETAILS, SEE CONSTRUCTION DETAILS, SHEET C-24. FOR R5 AND I-10 GORE DETAILS, SEE CONSTRUCTION DETAILS, SHEET C-25 AND C-26. 2. FOR AUXILIARY WIDENING DETAILS, SEE CONSTRUCTION DETAILS SHEET C-27. 3. FOR I-10 MEDIAN DETAILS, SEE CONSTRUCTION DETAILS SHEET C-32. BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE _> 846800ea008.dgn IS IN INCHES 0 1 2 3 UNIT 2232 LAYOUT SCALE o 1 "=50' PROJECT NUMBER & PHASE O O in + rn in o ~ + w u� w w `n z w J w 0800000744 N Q ON N Ln N � M � 00 ww [-- F-- 0 --F--O O J J 0- a wW I--!>�: o � FNo x 0 J' NOTE: 1° FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° WASHINGTON Dr NOTES THIS SHEET: 1. FOR R4 AND I-10 GORE DETAILS, SEE CONSTRUCTION DETAILS SHEET C-24. 2. FOR AUXILIARY WIDENING DETAILS, SEE CONSTRUCTION DETAILS SHEET C-27 TO C-29° S I f -X I S S X—) �. f II Q m >-- XI I -- �LLI Er F_ X I S I I r I Q > L -I I I I I I f l o 0 L-1 Lt 'I-10" 116+ 5 46 °CII-X w B (T P II I I �--- I I > Trans RAIRT-R0 (� l E CAP ( TYPE \ I I J EGETATION CO �1�)I I I I I- eg HI�iIA DIKE (TY� C - I I I- W L — 4 o w o J °80' Lt"I +40.-6 - I z�� w z I�lD Trans R (TYP WB) X 10 S R/W J w CSN I Ex i st MBGR S L-- _J > _Ld IU U :�E 1 1 — — - - - nTHFR'� o r LLI m �Qo �z w U � U � v, w a Lw = U o U Q w _ U Z Q z 0 x F_ Q F_ O cn z Q F_ I O F_ z w F_ Q W c � � o 0 x X Q O � � Z O m m r -r- O O n U �--� x � � U II � LL z w o J L ~ Q J > ~ ~ U �L N (/7 V) 0 Q._ r X X / -7 A SK xl-,-Tx �Nl F7 7-A X Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 25 624 S-u-� h Com--- 09-08-11 R 0 �FESS� REGISTERED CIVIL ENGINEER DATE e414 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH - z Fq C3 No. 52143 � z Exp. sT CIVIL CAL tiP ATF OF 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 CONC_ POOL I r El==J1 _ -89 -7� Fs+ I-10 CHANNEL EA 4970 O END HMA DIKE (TYPE C) - - - _- -- - - --------- X S S X O 4 - - -------PfZCJE-CT�C�0800000�92________________________ --- o -CONFORM- ----- _ ---_____--- ------------- o----------____________________ __--------------- o �n o = - - -__-- ---------------------------------------- Ln + _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ---- — — — — — — — — — — ASPH — — — — — — — — — — — — — — — + O �� ____________________------------ ------ SBU— 10 0) J 1 ————— — -----ASPH_ --- CONC - � � w° _ 7�' Lt - WB Rte 1 0 0 �- = cn R D- 10 '� 10 " 7 l-6-+ 4 4° 3 0-- CONC N C 7 8 = . ASPH 9 � w U' w SAWCUT &-JOIN E-x-st Pvmt 6 Lu z END GRIND Fxi�+ (`nnr___P - 2 "I-10" LINE 3 N 88°03'40�� E 4 29358°94 725 w cn w J ASPH 9 720 1 J �n 7 8 - - �- w = 6 Q0 = w^ v SBD ~ SAWCUT & J001_N_ ASPH CONC � x i st Pvmt �F7AW�+�p,& + I I E -B Rte 1 0 , , , , � BORDER EAST REVISED 7/2/2010 0 O � USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 DGN FILE => 846800ec009.dgn IS IN INCHES SAWCUT &J_LN- Ex -i f Pvmt ND- GR -I -NU Et-C-onc - vim t o LAYOUT SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 c\� a 00 N N � o0 co L-1 N � � o0 � 0 W w O O J --- j a- Ww a o � o � >O L" LQ o — V a O O x 0 J' m 0 w Ln w o' rr w w 0 0 U w J J w U ►o o r w m Q P D �z w U � U wLf) w aw = U o U A I/1 Tr ., 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° M ASI X 0---- X "r `EL, J II X X � I SII � I I � � 0I �10 X X I co i =rZ JI X�O ❑ X �--SEE SOU DWL NDAWLLLANS 697 --- - - ---- - QONF --_ _--- --- I-10 CH,4NNEL - BY OTHERS —E-A 497501 --------------P-ROJ-€C-T-I-D-08-000-00792 X X ----------------ASPH————— — — — — — - 1 CONC ry -61 _X- X s X Dist COUNTY ROUTE POST MILES SHEET 0 o------- 6, 0 - L + � I J CV F- W W 0 730 + cw /„ �i Li w cn z J 624 U I— Q X 0---- X "r `EL, J II X X � I SII � I I � � 0I �10 X X I co i =rZ JI X�O ❑ X �--SEE SOU DWL NDAWLLLANS 697 --- - - ---- - QONF --_ _--- --- I-10 CH,4NNEL - BY OTHERS —E-A 497501 --------------P-ROJ-€C-T-I-D-08-000-00792 X X ----------------ASPH————— — — — — — - 1 CONC ry -61 _X- X s X Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 26 624 �`� h Com--- 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS �x E x p. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF TH/S RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 X / FL� (POOL) / — 1— R/ � IX 157061' Lt "I-10" 743+84071 --END- S -OU N D W A L -L 6 9-7 - ------------------------- - -- - -x --X X - --- X - -- X___ —------------------------__--- - — — — — — — — — — — — — — — — — ASPH — — — — — — — — — — — — — — — — — — — CONC — WB Rte 10 SBD - 10 2 3 4 ,� 8 N 88° 03'40'1 E 9 29358.94' 740 ASPH 1 I-10 LINE 7 - ASPH ---- CONC EB Rte 10 CONC ASPH ASPH R /W L7 ----- �� DIRTC 0 DIRT z_ 0 x F -- -::x O cn z Q O F- -7-1 w Q W c � � o 0 x X Q O Z O m m O O n U �--� x � � U II � LL z °' w o J � ~ Q J > c ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ea010odgn IS IN INCHES 0 2 3 o � UNIT 2232 o LAYOUT SCALE: 1 "=50' PROJECT NUMBER & PHASE c\� a o Ln N � o0 �co N � � o0 � 0 W w O O J � a- Ww a o � o � >0 w �0 L -10 ■ O a 0 0800000744 ' POST MILES SHEET TOTAL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Dlst COUNTY ROUTE TOTAL PROJECT No. SHEETS 1 1 1 1 1 1 1 1 1 1 1 LJ ------ ---- L ---------- J ------- - L ----------- J ----- ------ L--------------------------J---------------------------------L--------------------------- J -----------------L--------------- -------------- -- - , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ___________________________________F------------------'------------------J------------------__________________F------------------'------------------J------------------•------------------F------------------'------------------J------------------•------------------F------------------'------------------J------------------•------------------F------------------'------------------J------------------------------------_4_________________-----------------.. 08 Sbd 1 0 1 2 e 3/1 4 e 1 27 624 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ____________________________________r____________________________________ y____________________________________r____________________________________ y____________________________________r____________________________________ y____________________________________r____________________________________ y____________________________________r____________________________________ y____________________________________r___________________________________ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -------------------------------------�-------------------------------------------------------------------------�-------------------------------------------------------------------------� --------------------------------------------------------------------------------------------------------- 1 : 1 : 1 1 1 1 v v V V' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ES F S 1 1 1 1 1 1 1 1 1 1 1 0 ! 1 1 1 1 1 1 1 1 1 1 1 R 0 P N REGISTERED CIVIL ENGINEER DATE �o q� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 __ x 1 1 1 1 1 1 1 1 1 1 1 SOON 1 1 1 1 1 1 1 1 1 1 1 h ---------- ---------------------------------- p --------------- - I -------------- -------------- p ------------------------------------------------------------------------------------------------------- --------------------------------- --------------------------------------------- - 1 1 r , r , r ANN CHEAH 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -• z ------------------L------------------L-----------------�------------------J------------------L------------------L-----------------�------------------J------------------a------------------L----------------- �------------------J------------------a------------------L----------------- �------------------J------------------a------------------L----------------- �------------------J------------------L------------------L-----------------�------------------ — — 1 1 1 1 1 1 1 1 1 1 1 09 08 1 1 c� m 1 1 1 1 1 1 1 1 1 1 1 521 43 m 1 1 1 1 1 1 1 1 1 1 1 w No. 1 1 1 1 1 1 1 1 1 1 1 LAN A VAL A � � 1 1 1 1 1 1 1 1 1 1 1 ----------------------------------------------------------- '------------------------------ '----------------------------- '------------------------------ '----------------------------- '------------------------------ '----------------------------- '------------------------------ '----------------------------- '------------------------------ '---------------------------- - - -r- ---- -,- - - -r- ---- -,- - - -r- ---- -,- - - -r- ---- -,- - - -r- ---- -,- - - -r- ---- � Exp. � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 THE STATE OF CAL IFORNIA OR ITS OFFICERS 1 1 1 1 1 1 1 1 1 1 1 4 \ V 1 1 1 1 1 1 1 1 1 1 1 OR AGENTS SHALL NOT BE RESPONSIBLE FOR s C L T ------------------------------------L------------------'------------------J-------------------------------------L------------------'------------------J------------------------------------L------------------'------------------J------------------------------------L------------------'------------------J------------------------------------L------------------'------------------J------------------------------------L----------------------------- THE ACCURACY OR COMPLETENESS OF SCANNED F OF 0� 1 1 1 1 1 1 1 1 1 1 1 T CAL IF � -------------------------------------L----------------- r-----------------~-------------------------------------L----------------- r-----------------~-------------------------------------L-----------------r------------------J-------------------------------------L-----------------r- i ;----------------- P F TH PAN H T -----------------•-------------------------------------•------------------'------------------J-------------------------------------•------------------- CO IES 0 IS L SEE . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PARSONS '------- '---------------------------- '------------- ---- '--------------------------------------- --- -r- ---- --1- --- -r- ---- --1- --- -r- - 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- 9 8 0 __ , _ '_ ________r_ , r_ y_ ______r _,__________________y___ __r __r___ __y __r___ �. __r__. 9 V 0 1 � 1 1 1 1 � 1 � 1 1 � 1 � 1 1 LL 1 � 1 � 1 � 1 1 � 1 � 1 � 1 � Z O o STATION 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 TOTAL L o z - w L Q Exc 5299 � o0 > ~ CY Ln '� � "' � Emb 864 J o0 �o� USERNAME _> p0026551 RELATIVE BORDER SCALE 0 1 2 3 BORDER BAST REVISED 7/2/2010 UNIT 2232 DGN FILE -> 846800fb013°dgn IS IN INCHES I i I i I i I PROJECT NUMBER & PHASE 0800000744 x 0 w m n C-) > w w L > w w o Q 0 X r'r ROUTE POST MILES Li TOTAL TOTAL PROJECT No. w 08 o 10 12.3/14.1 U I S-u-� h Com--- Li z 09-08-11 J w REGISTERED CIVIL ENGINEER DATE e tiq� J > Li w ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE u cn OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° LEGEND ( C-1 TO C-1 0) NOTES ( C-1 TO C REMOVE EXISTING AC PAVEMENT 1 o SEE DRAINAGE PLANS, UTILITY PLANS, STAGE (PAID FOR AS ROADWAY EXCAVATION) CONSTRUCTION AND TRAFFIC HANDLING PLANS, PAVEMENT DELINEATION PLANS, SIGN PLANS, REMOVE CONCRETE CHANNEL STRUCTURE PLANS AND ELECTRICAL PLANS FOR ADDITIONAL REMOVALS. REMOVE CONCRETE PAVEMENT 20 SEE SUMMARY OF QUANTITY SHEETS FOR REMOVAL 0 ITEM LIMITS AND TOTALS. MATERIAL WITH AERIALLY DEPOSITED LEAD 3o SEE SHEET C-54 FOR BACKFILL DETAILS OF MATERIAL (TYPE Y1) SEE CONSTRUCTION DETAILS C-54 WITH AERIALLY DEPOSITED LEAD. o r w m �Qo �z w U U __j L W aw = u o U x O o' w o- a a z w O _ U U � z o � z a z Q 1 z O U Z O x F— Q I— cn z Q I- O I - z w F- a W c � � o 0 x X Q O � � Z O m m O O Ln U �--� x � � U II LLJ 0 J � ~ a J > c F— < a •– c c./7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 110" 110' Lt ''I-10'' 653+94092 Beg REMOVE ADL 77' Lt ''I-10'' 653+94092 Bea REMOVE AC P -vest - ABBREVIATIONS: ADL AERIALLY DEPOSITED LEAD cm ------ _I�_J — — — — --- ----------- — — — — �� �- _ ��----------------- B x X /X\ �- x x x X S— x _---- �____ IF ASPH x ASPH X I-10 CH,4NNEL CONC - WWW Rte -10 A 5 - 6 7 4 T n_— -ONC YB - - SBD - 10 LINE ED EB Rte 10 SBD - 10 ------------ ------------ CONC 660 ASPH CONC ASPH Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 40 624 S-u-� h Com--- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF TH/S RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 I0 O 0 Ln + Cv � I Q0 U 4 QO a~ +w Lnw — w � z w J W U Q USERNAME=>p0026551 DGN FILE => 846800ga001odgn THIS PLAN ACCURATE FOR REMOVALS ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 CONSTRUCTION N Q Ln o � cv � m O N as � o � 0 W w 00 DETAILS REMOVAL PLAN SCALEo 1 11=50' PROJECT NUMBER & PHASE 0800000744 >O w �o C-1 < I a O p- ac w V) o- w O w O J U z w w > J w w 2 V) U Em z O x Q c� z Q F— LL O F - z w M F— Q w C � \ CO F- ° LL X X Q C) 3: Z O m m ry- Ln u x � � U II EII z° w IIL v � uj 0)Q J - ~ ~ U �L N V") N o d NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° �I ASPH 00 00 -------- SBD --- --- II OCA I 1 X ASPH I ____----------� IX -----------------------CONC---------- I-------------------- R /W--\ X Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 41 624 S-cr`^ h C� 09-08-11 RpFESSI� REGISTERED CIVIL ENGINEER DATE �o Q Nq� SOON 111 ANN CHEAH 09-08-11 z 521 43 m' PLANS APPROVAL DATE � No. THE STA TE OF CAL IFORNIA OR ITS OFFICERS {x Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR �P qTF THE ACCURACY OR COMRL ETENESS OF SCANNED OF CAL `F COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 11 X X L — 665 SBD - 10 670 1 �0" LINE I ASPH 4 675 O O . O L + rn � I U Q0 �-P F' H F-- �w ASPH _ w zw H ASPH CONC J � CONC SBD - 10 = —EB Rte 10 — _____________ ---- 10 CONC----------- F— -- - - - - - -- - - - - - - - -- - - - - -------- - ------------------- -- - - - - _-------- R/W BY OTHERS EA 497501 UP J= RR PROJECT ID ---080000079 THIS PLAN ACCURATE FOR REMOVALS ONLY. BORDER LAST REVISED 7/2/2010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800ga002.dgn IS IN INCHES I I I I I I I UNIT 2232 a N �9 O � \ M N ° \ O rn f II II � p W W F-- 00 J J CONSTRUCTION DETAILS wuj REMOVAL PLAN z o� SCALE: 1 "=50' O w � O Cmm 2 �I 1 O PROJECT NUMBER & PHASE x 0 J' 0 � w m cn o > w w u') 2� > w w � rr a 0 w n c/) O w O w U I w z J w J > W W U Ln ►o I om r w m Q� o —J z W D U U U aw = Ur-) U 0 V\\/ LL w w w = a Q z w 0 = U z o z LL- Q z Q w w z 0 v NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. ASPH L CONE — �JI R/W — — r— » /"/-//1 AIAIC-i----- — 0 p O — L _ CV + I � — U Imo - Q0 w "I-10" LINE Li +- = cn c w W Z W Z Un -J - --9c:) = U O -- cn z Q BY OTHERS I� EA 497501 0 08 -1 Z ROUTE POST MILES SHEET w o N TOTAL PROJECT No. SHEETS (D m m rr, 42 624 O I- --t- Q O Ln F --I U F --I U �--� 0 ANN CHEAH w x C C:) II PLANS APPROVAL DATE 1 1 .50' Rt CO "B" 679+54.90 -=> Q Beg REMOVE Conc Pvmt Beg REMCME FENCI T � � LIVU I\LIVIL/VL IVIUVI\ 685 - END REMOVE AC Pvmt Beg REMOVE GUTTER Beg REMOVE ADL THIS PLAN ACCURATE FOR REMOVALS ONLY. BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga003.dgn IS IN INCHES 0 2 3 Dist XX ROUTE POST MILES SHEET TOTAL o N TOTAL PROJECT No. SHEETS (D m m rr, 42 624 O \ --t- O O Ln F --I U F --I U �--� 0 ANN CHEAH 09-08-11 x 521 43 z m II PLANS APPROVAL DATE 00 No. Q THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS ix Exp. C I V I L OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF � OF SCANNED OF CAL IV U PARSONS I I n II LL 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 E C:) N ^ Z LL II L ~ Q J 1 ~ �L V) U N N 0 d Beg REMCME FENCI T � � LIVU I\LIVIL/VL IVIUVI\ 685 - END REMOVE AC Pvmt Beg REMOVE GUTTER Beg REMOVE ADL THIS PLAN ACCURATE FOR REMOVALS ONLY. BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga003.dgn IS IN INCHES 0 2 3 Dist COUNTY ROUTE POST MILES SHEET TOTAL N TOTAL PROJECT No. SHEETS 08 SBd 10 1203/14.1 42 624 S-u-� h CC \ --t- 09-08-11 O REGISTERED CIVIL ENGINEER DATE �o QR�FESSIp/V N SOON F 0 ANN CHEAH 09-08-11 0 521 43 z m II PLANS APPROVAL DATE 00 No. THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS ix Exp. C I V I L OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 RE M-QVE GUTTER L=520' B-e�E_MOVE CLJRa L=647.00' nTRT UNIT 2232 KEMUVE UB — MBGR o (D Ln W O 1 U Z_ O J L ~ + W _ Tl- W U 0) = Q0 (/) Q 0 W +- W CONSTRUCTION DETAILS QLj !->�: REMOVAL PLAN �o 00 SCALE 1"=50' PROJECT NUMBER & PHASE 0800000744 wo C-3 a0 J O Q N Ln O N•• \ Q O N \0 M II II 00 ww I-- -00 00 J J CONSTRUCTION DETAILS QLj !->�: REMOVAL PLAN �o 00 SCALE 1"=50' PROJECT NUMBER & PHASE 0800000744 wo C-3 a0 J O X w Cn 0 W U J w z J w > w w U ►10 x 0 I om >- o w m Qo III w x TOTAL PROJECT a� o 08 J z W 12.3/14.1 D o Ld U - U 09-08-11 J U) w REGISTERED CIVIL ENGINEER DATE �QR�FESSIpNq` o aw = W W U r-) U x 0 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 7 L ' CONC I �o o REMOVE n CURB L=772' l y II � 40.50 50' L 4 ..5.. 15+55°0 NC I ..5.. 1 X67.37 Beg RE IBeg RELOCATE URB I IRON ENCS & Cone I (BY OT HERS) — I k -- — - t 4 — — — — L — — -- -- ------ - —3— — — —4— —S ASrH — Ove — — — — — F IfKn�- �S" 15+55 13 "S" 19+35.3 END REMOV CUR ABANDON 0�2 REMOVE SEPTIC � (BY OTHERS) X i X X 7.81 Rt IBeg REMOVE S" 14+55.00 CURB Beg REMOVE AC Pvmt > ROUTE o SHEET TOTAL Qo III w x TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 43 o Ld x aa 09-08-11 REGISTERED CIVIL ENGINEER DATE �QR�FESSIpNq` o z w W W 0 Z 521 43 m PLANS APPROVAL DATE U Q OR AGENTS SHALL NOT BE 1?E5100N519L X THE ACCURACY OR COMPLETENESS u >- z o SANBAG :D z Li SUITE 200 ONTARIO, CALIFORNIA 91761 a SAN BERNARDINO, CA 92410 O X z a z w z X 0 a NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 7 L ' CONC I �o o REMOVE n CURB L=772' l y II � 40.50 50' L 4 ..5.. 15+55°0 NC I ..5.. 1 X67.37 Beg RE IBeg RELOCATE URB I IRON ENCS & Cone I (BY OT HERS) — I k -- — - t 4 — — — — L — — -- -- ------ - —3— — — —4— —S ASrH — Ove — — — — — F IfKn�- �S" 15+55 13 "S" 19+35.3 END REMOV CUR ABANDON 0�2 REMOVE SEPTIC � (BY OTHERS) X i X X 7.81 Rt IBeg REMOVE S" 14+55.00 CURB Beg REMOVE AC Pvmt X X X X X USERNAME=>p0026551 DGN FILE => 846800ga004.dgn R /W SEE SHEET 23+50.00 MATCH LINE Sta —x I 3 REMOVE I I FEN E _ I 3 L=28 ' I T C E ° d 40' Lt I ' C 20+65.90 END REMOVE I Conc SWN11 56.15/ Lt "C' 20+62.29 REMOVE E0 RELOCATE CURB L=810' IRON FENCE Conc SW L=433' Y OTHERS) R -E -M V E TCE FENCE R /W T — -- — x ---moo SLOVER Ave "S" 18+95 S 18+94.17 Beg REMOVE REMOVE CURB AC Pvmt 40.64' Rt ''S'' 19+14.72 REMOVE CURB Beg REMOVE Conc SW REMOVE CURB L=94' & Conc SW L=74' 58' Lt "C" 19+00 END REMOVE CURB & Conc SW 56.32' Lt "C'' 18+50.00 Beg REMOVE AC Pvmt ''C'' 18+50.00 Beg REMOVE AC Pvmt 0 I REMOVEx ICURB L=110'- ° x I REMOVE II CURB L=140' II ABANDON OR RE VE SEPTIC �� -_� B Y--QT�H E — 11 11 F 1 I °49Rt l C'/ 20+88.39 1 lI Beg MOVE 1 Corte �W 1 II I "S 20 84.-20 II 11 Beg REMO 1 I CURB z� l I 54.69' Lt� - 1 11 II Beg REMO J 1 11 CURB �I PH TCE R VE SEPTIC I (BY OTHERS) I PrREMOVE CURB L=617' & Conc A§W L=1 89' REMOVE FENCE L=85' 46' Lt 11S11 23+03.82 END REMOV CURB "S" 24+02.56 END REMOVE CURB X1 U01 & Conc I I x -- — Dist O ROUTE o SHEET TOTAL Qo III 6) x TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 43 o Ld x 09-08-11 REGISTERED CIVIL ENGINEER DATE �QR�FESSIpNq` o C p � F W W C ANN CHEAH `z Z 521 43 m PLANS APPROVAL DATE � No. Q OR AGENTS SHALL NOT BE 1?E5100N519L X THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD Li SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 O X z w X a C � \ m I n I-- X X Q O m m rr, Ln U u �--� x � Q � U II E II O ^ z m II LL L J Q ~ - C U .L N UO N D d BORDER EAST REVISED 7/2/2010 X X X X X USERNAME=>p0026551 DGN FILE => 846800ga004.dgn R /W SEE SHEET 23+50.00 MATCH LINE Sta —x I 3 REMOVE I I FEN E _ I 3 L=28 ' I T C E ° d 40' Lt I ' C 20+65.90 END REMOVE I Conc SWN11 56.15/ Lt "C' 20+62.29 REMOVE E0 RELOCATE CURB L=810' IRON FENCE Conc SW L=433' Y OTHERS) R -E -M V E TCE FENCE R /W T — -- — x ---moo SLOVER Ave "S" 18+95 S 18+94.17 Beg REMOVE REMOVE CURB AC Pvmt 40.64' Rt ''S'' 19+14.72 REMOVE CURB Beg REMOVE Conc SW REMOVE CURB L=94' & Conc SW L=74' 58' Lt "C" 19+00 END REMOVE CURB & Conc SW 56.32' Lt "C'' 18+50.00 Beg REMOVE AC Pvmt ''C'' 18+50.00 Beg REMOVE AC Pvmt 0 I REMOVEx ICURB L=110'- ° x I REMOVE II CURB L=140' II ABANDON OR RE VE SEPTIC �� -_� B Y--QT�H E — 11 11 F 1 I °49Rt l C'/ 20+88.39 1 lI Beg MOVE 1 Corte �W 1 II I "S 20 84.-20 II 11 Beg REMO 1 I CURB z� l I 54.69' Lt� - 1 11 II Beg REMO J 1 11 CURB �I PH TCE R VE SEPTIC I (BY OTHERS) I PrREMOVE CURB L=617' & Conc A§W L=1 89' REMOVE FENCE L=85' 46' Lt 11S11 23+03.82 END REMOV CURB "S" 24+02.56 END REMOVE CURB X1 U01 & Conc I I x -- — Dist COUNTY ROUTE POST MILES SHEET TOTAL Qo III 6) TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 43 624 Ld I 09-08-11 REGISTERED CIVIL ENGINEER DATE �QR�FESSIpNq` o C p � F W W C ANN CHEAH `z 09-08-11 521 43 m PLANS APPROVAL DATE � No. THE STATE OF CAL IFORNI,4 OR I TS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 CONC 38050' Lt 'S'' 25+33.00 END REMOVE AC Pvmt x— —x -r Ln e 6 IX LJ 1 — XI—L-- 1 IX 0XI F I -X-7 - — 0 0 (DVC °-- --------— — ®�34 42' Rt 7.00 Rt T %/Rt ..5.. 24+00.00 ''C'' Z$+33.00 S 21 +1 1 0 EN REMOVE END EMOVE R 0 END EMO � AC Pvmt AC Pvmt B �4 o C n SW I CURB X _X & Colic S X� i E -M -Q X x104 — I CURB -047' 48e— -------® -- _ — C" 19+00.00 — — �eg REMOVE I CONC I X ,CURB CONC l 18 I — Irl ® 48.36' Rt 00 i 18+50eO� I -- — —— I a x LBeg REMOVE ASPH Q I� _ Pvmt X ASPH X X = I� x i �� it v L T II xx Il J II II X �� III I� THIS THIS PLAN ACCURATE FOR REMOVALS ONLY. RELATIVE BORDER SCALE 0 2 3 IS IN INCHES I I I I I I I X X X� X UNIT 2232 CONC CONC II I II 11 li II I� ASPH CONSTRUCTION X X > N Qo III 6) III N•• m \ Q I I N•• Ld I II n II II � III III C p THIS THIS PLAN ACCURATE FOR REMOVALS ONLY. RELATIVE BORDER SCALE 0 2 3 IS IN INCHES I I I I I I I X X X� X UNIT 2232 CONC CONC II I II 11 li II I� ASPH CONSTRUCTION X X DETAILS I:Lj .I REMOVAL PLAN SCALE, 1 =50' PROJECT NUMBER & PHASE 0800000744 >O w C-4 O Q N 6) O r`� N•• \ Q O N•• \ o M n II II C p W W O O J J Q DETAILS I:Lj .I REMOVAL PLAN SCALE, 1 =50' PROJECT NUMBER & PHASE 0800000744 >O w C-4 O x 0 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 7' Rt "C" 31 +08.80 END REMOVE AC Pvmt END REMOVE ADL REMOVE MBGR L=148' REMOVE RW _ - S R S S -EE oS t r P --L-A N S 3 2 SEE SHEET C-6 MATCH LINE Sta 31+50-00 695 7;1 I x F �� I � I o I «� REMOVE FENCE z L=51 7.43' a � I X LL I 0 � I I � I Q � I L_I__I I �J I X \ _j m I n F X X Q ASPH o z — m m � MATCH LINE Sta 23+50°00 SEE SHEET C-4 CHERRY Ave OC Br No. 54-0543 SEE Str PLANS FOR REMOVAL 71 .32' Rt "C" 31 +09.0326 Beg REMOVE CURB & Conc SW Beg REMOVE ADL 15.38' Rt 0.38' Lt "R5" 695+32.73 "R5" 696+85.32 Beg REMOVE END REMOVE MBGR AC Pvmt & CURB 6 7 8 � " _LINE - ASPHME - - - 0 ' REMOVE GUTTER L=1000' 7W 695+26.97 Beg --REMOVE MBGR D I RT Beg REMOVE ADL Beg REMOVE WALL SEW PLANS 0 X 69.li1 9' (F tf OTAN "R75u- 6_C 2 T_. _9Z - 65.48 Beg REMOVE CURB rj & Conc SW ° 66.58' Rt ° 'C'' 29+73.47 Beg REMOVE AIC F vmt 63098' Rt I REMOVE C'' 28+61 .00 1 CURB END REMOVE PIC Pvmt L=513' I I o - - 1 � 1 CONC CONC I - - ENU P RR ' " e REMOV MBGR-TCE CURB L=645' o R/W - & Conc SW L=26' e ENp REMO_V_E WAL�- (D _ D I RT -SE-E-f�W-P L -ANS WEN Ste�. G HIGHWAY 6' TURE - 69.06' Rt ---- - �L 5" O 0 2.00' Lt ----� m F --I z ''R3'' 692+53.40 --�`-� o U > Beg REMOVE FENCELLI L u') x REMOVE 6 4 4 0 w CURB L=376' Q & Conc SW L=81' II II r� O 2 � CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST �P qTF E OF SCANNED of CAS IFp�� Lu O ---- --- I -- -- PARSONS SANBAG N 1170 W 3RD STREET �zo ^ Z LL �_� + II Lu L 0- Q Ld == R U) E C ~ � L _ 9 - �L V) Jw 4- — -- `� U _ H I A Y� w z N D w w 58.26' Rt _ I- cn ''R311 691 + e END REMOVE FEN-& M - �� �3 t IRT Beg REMOVE WAC ____L_=2 "R3" 694+29.4 0 SEE RW PLAN=END REMOVE M -T2eT�3'�t' -6�4 END WALL, SEE RW PLANS o °° r END REMOVE ADL III �o m ' a z o 3.86' Rt I U- u �� �� C 29+73.61 I Q w = Beg REMOVE AC Pvmt U 78.07' Lt "C" 28+67.30 I - o END REMOVE I X FENCE LLI REMOVE RW SEE Str PLANS I (� FOR REMOVAL I a 'I I REMOVE 00.35/ Lt I CURB �� CH28+62.75 I L=514 z o —ND REMOVE X Ix I z AC Pvmt a +o+ z Q � I z R/W I TCE�� X 7;1 I x F �� I � I o I «� REMOVE FENCE z L=51 7.43' a � I X LL I 0 � I I � I Q � I L_I__I I �J I X \ _j m I n F X X Q ASPH o z — m m � MATCH LINE Sta 23+50°00 SEE SHEET C-4 CHERRY Ave OC Br No. 54-0543 SEE Str PLANS FOR REMOVAL 71 .32' Rt "C" 31 +09.0326 Beg REMOVE CURB & Conc SW Beg REMOVE ADL 15.38' Rt 0.38' Lt "R5" 695+32.73 "R5" 696+85.32 Beg REMOVE END REMOVE MBGR AC Pvmt & CURB 6 7 8 � " _LINE - ASPHME - - - 0 ' REMOVE GUTTER L=1000' 7W 695+26.97 Beg --REMOVE MBGR D I RT Beg REMOVE ADL Beg REMOVE WALL SEW PLANS 0 X 69.li1 9' (F tf OTAN "R75u- 6_C 2 T_. _9Z - 65.48 Beg REMOVE CURB rj & Conc SW ° 66.58' Rt ° 'C'' 29+73.47 Beg REMOVE AIC F vmt 63098' Rt I REMOVE C'' 28+61 .00 1 CURB END REMOVE PIC Pvmt L=513' I I o - - 1 � 1 CONC CONC I - - ENU P RR ' " e REMOV MBGR-TCE CURB L=645' o R/W - & Conc SW L=26' e ENp REMO_V_E WAL�- (D _ D I RT -SE-E-f�W-P L -ANS WEN Ste�. G HIGHWAY 6' TURE - 69.06' Rt ---- - �L 5" O C:> _ F --I F --I Ln U u �--� x � Q U II II � CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST �P qTF E OF SCANNED of CAS IFp�� O PARSONS SANBAG N 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 ^ Z LL II L ~ Q J ~ - �L V) U N N D d BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE _> 846800ga005.dgn R /W x AS DIRT X �I I � I I�I � I I I _j _ BOYLE AVE ASPH I �� THIS PLAN ACCURATE FOR REMOVALS ONLY. i BOYLE AVE —x x x x x 1 �I n i RELATIVE BORDER SCALE 0 2 3 IS IN INCHES I I I I I I I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 44 624 S-u-� h Ct---tSOON - 09-08-11 REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` � F ANN CHEAH 09-08-11 �' z 52143 m PLANS APPROVAL DATE � No. � THE STATE OF CAL IFORNIA OR ITS OFFICERS ix Exp. Q N O O O N•• O N•• \ O M n ) p ww 00 J J CONSTRUCTION DETAILS w� C<1 C)~ REMOVAL PLAN o� O SCALE . 1 50' L, I 'o w C_5 V) 1 '� w DIRT X �I I � I I�I � I I I _j _ BOYLE AVE ASPH I �� THIS PLAN ACCURATE FOR REMOVALS ONLY. i BOYLE AVE —x x x x x 1 �I n i RELATIVE BORDER SCALE 0 2 3 IS IN INCHES I I I I I I I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 44 624 S-u-� h Ct---tSOON - 09-08-11 REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` � F ANN CHEAH 09-08-11 �' z 52143 m PLANS APPROVAL DATE � No. � THE STATE OF CAL IFORNIA OR ITS OFFICERS ix Exp. Q N O O O N•• O N•• \ O M n ) p ww 00 J J CONSTRUCTION DETAILS w� C<1 C)~ REMOVAL PLAN o� O SCALE . 1 50' L, I 'o w C_5 V) 1 '� � CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST �P qTF THE ACCURACY OR COMPLETE/l/55 OF SCANNED of CAS IFp�� COPIES OF THIS PL AN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 J O PROJECT NUMBER & PHASE 0800000744 IRON FENCE TO BE RELOCATED BY PROPERTY OWNER 41 .03' Lt "C" 39+63.96 SEE SHEET C-7 x Beg REMOVE CURB L=40' & Conc SW L=40MATCH LINE Sta 40+00.00 ' 0 X NC_ I � Wff Lt I I I T ZI x om w a� _j z D U - J U) aw r m o W U w = "R 1 " 694+27.00 r'r END REMOVE MBGR w REMOVE FENCE R1'� 693+92.60 w V) REMOVE o w w o w S-u-� h CC U I w z aa J w z O J > z 521 43 m w w THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE RE5PON51BL E FOR ST �P qTF THE ACCURACY OR COMPLETENESS u COPIES OF THIS PLAN SHEET, z w o z a x om w a� _j z D U - J U) aw r m o W U w = "R 1 " 694+27.00 0 END REMOVE MBGR 42.45' Lt REMOVE FENCE R1'� 693+92.60 L=181.23' END REMOVE FENCE w REMOVE 692+12. 57 MBGR w L=139' 624 S-u-� h CC s0� --t- w aa SOON F z O = 09-08-11 z 521 43 m PLANS APPROVAL DATE U THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE RE5PON51BL E FOR ST �P qTF THE ACCURACY OR COMPLETENESS z COPIES OF THIS PLAN SHEET, z w o z a SANBAG LL_ a 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 z a 0 F_ w w z w z O rn o o c) z o "C" 38+82.08 END REMOVE CURB & Conc SW I O I 27.61 ' Lt o I ''C" 3'8+46.32 Beg REMOVE Conc SW I 66.38' Lt I X C 38+02.54 Beg REMOVE RW END REMOVE FENCE REMOVE— CURB EMOVE CURB L=826' C & Conc SW L=84' fTCET X REMOVE FENCE L=610" 43.45' Lt "R1 694+46.76 END REMOVE ADL I 189.96/ Lt "A" 693+99.64 END REMOVE Conc ( Chn I ) Beg REMOVE Conc BOX CULVERT 25' Rt 21 .1 8' Rt "R 1 " 692+88.24 "R 1 " 694+27.00 Beg REMOVE MBGR END REMOVE MBGR 42.45' Lt REMOVE FENCE R1'� 693+92.60 L=181.23' END REMOVE FENCE 27.52' Lt ��R1 �� REMOVE 692+12. 57 MBGR Beg REMOVE FENCE L=139' �`:�t re`m� 1 I I � I I I REM VE-\ C RB L= 59' T> �L Rt "C" 32+x.6.70 1 +34 L Beg REMOVE AC�vmt "7Z" 693+34.15 END REMOVE ADL SND REMOVE AC Pvmt SBD - 10 CHERRY Ave OC Br No. 54-0543 SEE Str PLANS FOR REMOVAL . -u R /W REMOVE CURB L=1248' & Conc SW L=643' 78.89' Rt "C" 37+50.00 Beg REMOVE FENCE o�REM VE 2 _ICs�1T ER 1 =224 : • - • r - • RELOCATE TOWER 98.70' Rt` "C" 33+63.38 Bea REMOVE Conc SW NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. � _x. x- ,. X x + DEMO POOL BUILDING ABANDON OR�REMOVE SEPTIC OTHERS i � -------- (BY x r-� ,� REMOVE GUTTER I � �jC L=384,47' 1 55.10' Lt X I R4" 696+65.48 X END REMOVE FENCE REMOVE DEMO BUILDI FENCE (BY 0TH RS) L=681' 115,36' t - - - - - "R411 69 +44,85 Beg REMOVE FERC X � X F -I I AB NDON OR EMO E SE I I I C� OTHERS) R /W � PERMANENT UTILITY EASEME � REMOVE CITY R/W FENCE L=302' 101' Lt R4 699+. � END RE O\ 8X \�\ FENCE a -REMOVE FENCE L=1602.57' X� INN Dist z ROUTE ', � SHEET O x Q No. � 08 SBd 10 = 6� 45 624 S-u-� h CC s0� --t- —09-08-11, REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` SOON F ANN CHEAH 09-08-11 z 521 43 m PLANS APPROVAL DATE No. THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE RE5PON51BL E FOR ST �P qTF THE ACCURACY OR COMPLETENESS z COPIES OF THIS PLAN SHEET, � PARSONS a SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 0 F_ z w F_ a w o J CO I n � X X Q o O m m � O o �I �I Ln U u �--� x � a � U II II E N ^ Z LL II L Q J , ~ �L c (� U N N D d �`:�t re`m� 1 I I � I I I REM VE-\ C RB L= 59' T> �L Rt "C" 32+x.6.70 1 +34 L Beg REMOVE AC�vmt "7Z" 693+34.15 END REMOVE ADL SND REMOVE AC Pvmt SBD - 10 CHERRY Ave OC Br No. 54-0543 SEE Str PLANS FOR REMOVAL . -u R /W REMOVE CURB L=1248' & Conc SW L=643' 78.89' Rt "C" 37+50.00 Beg REMOVE FENCE o�REM VE 2 _ICs�1T ER 1 =224 : • - • r - • RELOCATE TOWER 98.70' Rt` "C" 33+63.38 Bea REMOVE Conc SW NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. � _x. x- ,. X x + DEMO POOL BUILDING ABANDON OR�REMOVE SEPTIC OTHERS i � -------- (BY x r-� ,� REMOVE GUTTER I � �jC L=384,47' 1 55.10' Lt X I R4" 696+65.48 X END REMOVE FENCE REMOVE DEMO BUILDI FENCE (BY 0TH RS) L=681' 115,36' t - - - - - "R411 69 +44,85 Beg REMOVE FERC X � X F -I I AB NDON OR EMO E SE I I I C� OTHERS) R /W � PERMANENT UTILITY EASEME � REMOVE CITY R/W FENCE L=302' 101' Lt R4 699+. � END RE O\ 8X \�\ FENCE a -REMOVE FENCE L=1602.57' X� INN Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 45 624 S-u-� h CC --t- —09-08-11, REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` SOON F ANN CHEAH 09-08-11 z 521 43 m PLANS APPROVAL DATE No. THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE RE5PON51BL E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 LINE DEMO BUILDING REMOVE ° I ABANDON OR REMOVE SEPTIC Conc SLAB (BY OTHERS) (B OTHERS e�' � o O h0 OCb X I CONC — � - X � 131 .01 ' Lt � �\'_ A 698+45.14173.23' Lt Beg REMOVE FENCE 700+85 END REMOVE FENCE 72.60' Rt \ "C" 32+91.59 Beg REMOVE REMOVE E t CURB CURB=696' & Conc SW L=58' --- - --- --- REMOVEAGR------------ 95 L=155' "A" LINE 8 72.79' Rt "C" 32+48.68 NC 10 � z I _ Beg REMOVE_ AC Pvmt WB Rte_ 10 O Beg REMOVE ADL / j I I I �_ MATCH LINE Stc 31+50.00 SEE SHEET C-5 COW - REMOVE DTBB L=997' r� REMOVE) 22.32' Lt/ REMOVE GUTTER L=1000' ''A'' 700+78.34 CURB L=72' END REMOVE GUTTER Beg REMOVE CURB THIS PLAN ACCURATE FOR REMOVALS ONLY. BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga006.dgn IS IN INCHES UNIT 2232 P O 0 Ln + co O U o � �w cn = w � f-, W J W U F— Q N O O N N•• �Ln O N.. l_\ O M 00 ww O O J J CONSTRUCTION DETAILS w Q� C) REMOVAL PLAN zo SCALED 1 =50' I 'o w C_6 _j O PROJECT NUMBER & PHASE 0800000744 X 0 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. x ® I ASPH _ VALLEY BLVD w— — — — — — — CL `n 40 ASPH 1 o w 0 o 1 w U I wz I om aw Dz U J aw U — — — — — — rn U LLI = U w Q J > 0 ww O <D — u cf) x I om aw Dz U J aw U � U) C:) rn U LLI = U Q N 0 O <D Lo > X w o N•• w O M n II II w = p a Q z w o_ _ p J U m u z o w z LL_ Q X z Q w w z 0 U z O X x Q F_ 0 «2 z x Q F_ II O F_ x z w F_ rr Q w x o - J \ _j m I n F -- F_ . X X Q o Z x O m m rr, Ln U u �--� x � Q II II E O ^ Z II LL L UJ 0 ~ Q J 1 ~ �L (o U N N D d BORDER EAST REVISED 7/2/2010 – -, ONCI — J V 2 VALLEY Blvd X� r CONC USERNAME=>p0026551 DGN FILE => 846800ga007.dgn 3 _ — - II ASPH r I I I�I J II I 0 o 1 - I I L ASPH \ I %SIF zz ---LV LINE 5 .rl PH IRON FENCE TO BE ED BY PR E OWNER R /W REMOVE CURB L=431 / & Conc SW L:=323/ CONS. I Xr� L AFL 1 I ; MATCH LINE Stc 40+00.00 SEE SHEET C-6 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 46 624 09-08-11 RoFESS10 >� REGISTERED CIVIL ENGINEER DATE �o Q Nq� SOON ANN CHEAH `z x 09-08-11 52143 m PLANS APPROVAL DATE No. THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp . OR AGENTS SHALL NOT BE RE5PON51BL E FOR ST CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL IVOO x x COPIES OF THIS PLAN SHEET, ET. x ASPH PARSONS s 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 ASPH 8 — — 9_ — – 0 — — —VALL�Y BLVD 2— — — —3 —_ 1 35.16' Rt – – – – _ – – – – ASPH – – – – – – – – – – – – – "C" 46+04.83 END R LEMO-VE-f-€ N C E 39066' Rt "C" 45+28.72 END REMOVE CURB 37.56/ Rt "C" 43+79.95 Beg REMOVE CURB R /W -REMOVE FENCE L=355' 46.84' Rt '11 C' 43+14.84 END REMOVE CURB & Conc SW 68045' Rt "C" 43+14.96 Beg REMOVE FENCE -REMOVE CUln L=318' & �C61nc SW L=31 9' rp "C"`- +21 30 Beg REMOVE CURB & C SW 69. t "C"0.43 ENDREMOVE CURB & Conc SW THIS PLAN ACCURATE FOR REMOVALS ONLY. RELATIVE BORDER SCALE 0 2 3 UNIT 2232 IS IN INCHES CONSTRUCTION I Q N O <D Lo N° o N•• \ O M n II II C p W W O p J J m DETAILS I:Lj .I REMOVAL PLAN SCALEo 1 11=50' PROJECT NUMBER & PHASE 0800000744 Q� C) N O >o w Q__ p C_7 <Q-) <I J O X 0 J' x n C/� O w O w U I w z J W � > w w U 0 V / LL w a z o_ U LL z z Q z 0 u Z O F- -::x F- O r cn z Q F— L� O F— z w F- a W Q w U Z Q NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. O O 0 Ln 82 Lt /11'All �02>+44.85 �J- 0 E FENCE REMOVE FENCE L=22'11 58. Lt I X �� �� I IA�� 0 +1 3.67 � 3 �END REMOVE AC rP 706+1 �m6 E MOVE C Lt nBeg REMO E Conc 4mt Z29.55/ "A" 703+22 —O o E U c c END REMOV AD E F -7 - �� a o to OLu IU o II rp) II l— MASONRY jWALL MAIN IN-f�LAC EMO E FpqCE rREMO �CEL 0 J I NC A I A X � �:l • D X X Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 47 624 S-u-� h Ct---t- —09-08-11 REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpN-4 OON F 0 ANN CHEAH 09-08-11 0 z m PLANS APPROVAL DATE No. 521 43 THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS ix Exp. OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAS IFp�� COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 a 129 92' Ltd O I-10" 713+98.56 D REMOVE ConcX(Chnl) REMOVE MBGR X L=782' I � — R /W MASONRY WALL TO REMAIN IN PLACE L=28.73' X 159.60/ Lt F �"I-10 " 7154-2-1 .28) IFIh,p REMOVE FENCE II II II Ij jl 00 O O C � �I NI C � \ -i m I n F-- X X Q O 3: -:3:: Z O m m rr, O F --I F --I Ln U u O �--� x � Q � U II E II O ^ Z N II w L J ,c Q ~ U �L N V) N D d BORDER EAST REVISED 7/2/2010 END REMOVE CURB END REMOVE ADL USERNAME=>p0026551 DGN FILE => 846800ga008.dgn THIS PLAN ACCURATE FOR REMOVALS ONLY. RELATIVE BORDER SCALE 0 2 3 IS IN INCHES UNIT 2232 Q N o� N•• \ �O O N•• \ O M n II II C p W W 00 J J CONSTRUCTION DETAILS w� Q C) REMOVAL PLAN o0 SCALE o 1 II=50' 'o w C-8 J O PROJECT NUMBER & PHASE 0800000744 X 0 J' 0 � w o > w w u') 2� w w � rr Q 0 rr w w cn 0 w 0 w U I w z J w � > w w U V) I om r w m Q� o -J z W D U U aw = Ur-) U 0 V / w w a z o_ u z w z Q w z 0 u a w U 0 z a NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. BD - 10 o y 0 im 0 L— i i X 00 I + L U T— a a . No. Q w + _cnBD - 10 � w Lu z w J v O —09-08-11 REGISTERED CIVIL ENGINEER DATE �o QR�FESSIp/V U OON F ANN CHEAH ----- m 09-08-11 z 521 43 < BD - 10 BORDER EAST REVISED 7/2/2010 x-54.5 160. ''T_1 `11+04. 4 IOVE FEN U 0 IU I m II I I �----D< I I LA II �I II FE CE I L-81 8.15 X I�� -I I x R /W // i� x SII yX z y I im 0 i i X x TOTAL PROJECT No. Q 08 SBd 10 12.3/14.1 48 624 S-u-� h Ct---t- O —09-08-11 REGISTERED CIVIL ENGINEER DATE �o QR�FESSIp/V OON F ANN CHEAH cn m 09-08-11 z 521 43 PLANS APPROVAL DATE No. z THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST \P qTF Q THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS PLAN SHEET, PARSONS SANBAG TF- 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 Li O z w Q L_I__I � C \ m I n F-- X X Q O 3: -:3:: z O m 0o Ln U u �--� x � Q � U II n II Li E O N ^ Z LL II 0 -< L ~ Q J ~ - .L V) U N N D d BORDER EAST REVISED 7/2/2010 x-54.5 160. ''T_1 `11+04. 4 IOVE FEN U 0 IU I m II I I �----D< I I LA II �I II FE CE I L-81 8.15 X I�� -I I x R /W // i� x SII yX Dist y x im SHEET i i X TOTAL PROJECT x� CONC IK x I�xl m ® Q Ll L --j I CONC 1 9) 111 Lt MASONRY WALL.- TO REMAIf� IN PLAC --10" I 724+ L=1 93.5E - END,, ENCE x x I1 1 zl i 10 q�Z-71* - oj Beg RW TO REMAIN - IN _PLACE JL- x CONC ,r- - -IF 1 l POOL J REMOVE FENCE L=1 89.72' — -------————--——— — — — — —— CONC — - -- _ �5.��' i + - - - - - - - - - -- - - - ETHERS I-�0 CHANNE - - - - - _ CONC__ _ - - - EA 4975 --- CONC------------- X - - - - -- X - - - - -- x ----_= -X- -101==== 716+68 _ - x x _ ____ - o C" --END_R-E-M0'V-E-MBGR----------------------PRC�JECT �C�08��000792---_________________________ _----------------- o -----_---------------- ------ o --____ --- --------------------------------- Ln ----------------- - - - - - - - - -- +o — ------------------ SBU 0) ------------------- 79L — — — — — — — — — — — — — — — — CV - - 79L ct '`r --T0''-7 T-6-+ 4--4.-3 0 _ WB Rte 10 0 �- ENI)- REMOVE- Conc Pvmt Lij EN -B- REMOVE- ADL - CONC - 7 $ ASPH -- - 4 725 6 w cn 1 2 "I- 0" LINE 3 z w REMOVE MBGR L-7 g ASPH 9 7 0 - J w � 7 cn ASPH — SBD - 10 v CONC - F- E -B- Rte 10 o � CONC - -777171 R /W UP RR THIS PLAN ACCURATE FOR REMOVALS ONLY. USERNAME => p0026551 RELATIVE BORDER SCALE 0 2 3 UNIT 2232 DGN FILE => 846800ga009.dgn IS IN INCHES 67' Rt "I-10'' 728+92.00 O END REMOVE AC Pvmt i 1 0 F, I D 4- 11 T— 1 (111 0 Q -L Q_. ^r END REMOVE ADL 0 a N 6� O Q N•• \ QO O N•• \ O M n II II C p W W 00 J J CONSTRUCTION DETAILS w� <1 C) REMOVAL PLAN O z O o O SCALE o 1 II=50' 'o w � O C-9 <I O PROJECT NUMBER & PHASE 0800000744 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 48 624 S-u-� h Ct---t- —09-08-11 REGISTERED CIVIL ENGINEER DATE �o QR�FESSIp/V OON F ANN CHEAH m 09-08-11 z 521 43 PLANS APPROVAL DATE No. THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST \P qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS PLAN SHEET, PARSONS SANBAG TF- 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 I1 1 zl i 10 q�Z-71* - oj Beg RW TO REMAIN - IN _PLACE JL- x CONC ,r- - -IF 1 l POOL J REMOVE FENCE L=1 89.72' — -------————--——— — — — — —— CONC — - -- _ �5.��' i + - - - - - - - - - -- - - - ETHERS I-�0 CHANNE - - - - - _ CONC__ _ - - - EA 4975 --- CONC------------- X - - - - -- X - - - - -- x ----_= -X- -101==== 716+68 _ - x x _ ____ - o C" --END_R-E-M0'V-E-MBGR----------------------PRC�JECT �C�08��000792---_________________________ _----------------- o -----_---------------- ------ o --____ --- --------------------------------- Ln ----------------- - - - - - - - - -- +o — ------------------ SBU 0) ------------------- 79L — — — — — — — — — — — — — — — — CV - - 79L ct '`r --T0''-7 T-6-+ 4--4.-3 0 _ WB Rte 10 0 �- ENI)- REMOVE- Conc Pvmt Lij EN -B- REMOVE- ADL - CONC - 7 $ ASPH -- - 4 725 6 w cn 1 2 "I- 0" LINE 3 z w REMOVE MBGR L-7 g ASPH 9 7 0 - J w � 7 cn ASPH — SBD - 10 v CONC - F- E -B- Rte 10 o � CONC - -777171 R /W UP RR THIS PLAN ACCURATE FOR REMOVALS ONLY. USERNAME => p0026551 RELATIVE BORDER SCALE 0 2 3 UNIT 2232 DGN FILE => 846800ga009.dgn IS IN INCHES 67' Rt "I-10'' 728+92.00 O END REMOVE AC Pvmt i 1 0 F, I D 4- 11 T— 1 (111 0 Q -L Q_. ^r END REMOVE ADL 0 a N 6� O Q N•• \ QO O N•• \ O M n II II C p W W 00 J J CONSTRUCTION DETAILS w� <1 C) REMOVAL PLAN O z O o O SCALE o 1 II=50' 'o w � O C-9 <I O PROJECT NUMBER & PHASE 0800000744 x 0 J' 0 � w m cn o > w w L > w w � 0 o w o w U J w z J W J > W W U � mI r w m �Qo �z w U � U ___1 Lf) w aw = U o U a W U Z Q NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° M ASI X I of/ i l 1_1 I X LQ, J I X X 11 I� OII O X ) I I zi CONC XC O X -- L J REMOVE FENCE 'i\ L=1418019' X s X Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 49 624 S-u-� h Com--- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS E x p. C I V I L OR AGENTS SHAL L NOT BE RESPONSLBL E FOR JT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 (PO0L) X R/W 159.82' Lt I-10'' 743+84.71 END REMOVE F CE /X J - ----------------_ -- --------_� _ - - - I-10 Ch',4/l/NEL - -_------------------------------ - - - - -- X -- - -- X ----- BY OTHERS X X X - - -E-A 497501 _ ----X --P-ROJ-€C-T-I-B-08-OOCFOC792 X - _ ------- - - - - -- - - - - --- -- X- — — — --— o - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONC — o - SBD - 10 o - WB Rte 1 CONC 3 4 6' rn- "LINE 8 9 740 � ASPH 1 N 4 7 5 6 7 I 10 - 1 2 3 w o 730 ASPH w/n v i cn w EB Rte 10 oNc SBD - 10 z _ _ CONC � — ASPH----- - - - --- U I— Q UB O0 0 _ � O DIRT z � _ 0 x Q O r cn z Q O z w Q W c � � o 0 x X Q O Z O m m O O Ln u U �--� x � � U II � " o w o J � ~ Q J- c ~ U �L N (/7 V) 0 a_ THIS PLAN ACCURATE FOR REMOVALS ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800ga010odgn IS IN INCHES UNIT 2232 a N o o N as � o � 0 W w 00 CONSTRUCTION DETAILSLij a o � REMOVAL PLAN z o o O SCALE o 1 =50' I 'o w �o C -10 a o O PROJECT NUMBER & PHASE 0800000744 x 0 0 � w m cn o > w w L > w w o Q 0 w n c/) o w o w U J w z J w J > w w U V) ►o om r w m �Qo �z w U U w Ln w aw = U o U NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° L J I 104.94' Lt ''R 1 '' 690+32.34 Beg CL FENCE (TYPE CL -6) CL FENCE (TYPE CL -6) L=70' Dist C-- ROUTE x SHEET TOTAL 0 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 50 624 X� h Com w --t- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� � 0 �a W w SOON ANN CHEAH w = PLANS APPROVAL DATE a Q OR AGENTS SHALL NOT BE RESPONSIBLE z w OF SCANNED qTF of CAL,F��� O = PARSONS U 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 U � ONTARIO, CALIFORNIA 91761 z o � z I I Li LL- Q O It-- z F— a w F - z O U Q NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° L J I 104.94' Lt ''R 1 '' 690+32.34 Beg CL FENCE (TYPE CL -6) CL FENCE (TYPE CL -6) L=70' Dist COUNTY ROUTE POST MILES SHEET TOTAL o � TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 50 624 X� h Com --t- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� � 0 �a W w SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. CT-' THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR JT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TH/S PIAN SHEET Z PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 — F— Temp FENCE ' �I 35 Lt R1 690+26089 ___= O II (TYPE CL -6) END CL FENCE (TYPE CL -6)_ 1 0 - - - - - - - - - J�27e26' L -t I I L=950°5 CL FENCE X __-______r Z v O — — — — — — — — — — — — — — — — "R1" 682+26007 I 80058' Lt ''R1 ''+32081 (TYPE CL -6) ASPH Beg Temp FENCE 1 0' SINGLE SWING CL GATE L=930'x - - ' __ __I = _ - - - - CONC (TYRE CL -6) ��, (TYPE CL -6) `f' L - -- -- J 80.99 Int 690 I R /W O O_ R1 682+18°66 x - - - -lB-L=g CL FE CE CONC I - I (TYPE C -6) - X X 685 - I NE 9 690 U _r;,_--- g- — — — l A" LINE SBD - 10 Rt 10 CON — H ------------- — — — 690 e --- -------------" CONC WB ---- -- 8 "I-10" LINE °� - _ - ASPH 680 ------ - A --- ASPH c � � o 0 x X Q O Z O m m O O n U X �--� � U � " o z w o J L ~ Q J > ~ ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 CONC -h80 ----- — — — — --- ----` ------- =----r---- ----- — EB Rte 10sB F 1 ASPH 4 i ..8.. LI3 _--__-,- —� 2 NE18 2 3 685 6 - ''R3" LINE m 1 0 o DIRT X X X X —� -F—I USERNAME=>p0026551 DGN FILE => 846800ga011odgn 0 THIS PLAN ACCURATE FOR FENCE ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 X# X -X - O W O Z o U J + F— w = 6, w U Q0 _ Q ' W c z a CD o � N X O Q F— � 0 W w r) — — — — — Z Q — F— I I Li O It-- F— w F - Q w c � � o 0 x X Q O Z O m m O O n U X �--� � U � " o z w o J L ~ Q J > ~ ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 CONC -h80 ----- — — — — --- ----` ------- =----r---- ----- — EB Rte 10sB F 1 ASPH 4 i ..8.. LI3 _--__-,- —� 2 NE18 2 3 685 6 - ''R3" LINE m 1 0 o DIRT X X X X —� -F—I USERNAME=>p0026551 DGN FILE => 846800ga011odgn 0 THIS PLAN ACCURATE FOR FENCE ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 X# X -X - O W O Z o U J + F— w = 6, w U Q0 _ Q ' W c CONSTRUCTION DETAILS IL-1 Lij-, FENCE PLAN SCALEo 1 I I=50' PROJECT NUMBER & PHASE 0800000744 >o w ""o C-11 a o O a N o � N O O � 0 W w O O J j CONSTRUCTION DETAILS IL-1 Lij-, FENCE PLAN SCALEo 1 I I=50' PROJECT NUMBER & PHASE 0800000744 >o w ""o C-11 a o O x 0 0 � w o > w w u') 2� > w w � rr Q 0 o' w w cn o w U J w z J W > w w U V) ►0 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° L 3 ---r om r — w m aw----- -J LLI J (n W aw = U � U X O > X w m X a a z w O _ U u >- z o � z a X z a X z O z ISI of x o X z Q x F- I C) X F - z w ~ X a LLJ o o_ o 0 x X Q O m m rlr- O F --I F --I O lf) U u Fy x � � U Z w o J � ~ a J > c ~ a •- c c./7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 I , I g I�I [o o� CONC I I L/ USERNAME=>p0026551 DGN FILE => 846800ga012.dgn SLOVER Ave MATCH LINE Sta 23+50000 SEE SHEET C-13 "S" LINE L Temp FENCE (TYPE CL -6) L=158 x 82 Rt I o �I I "C" 21+96.26 Beg Temp FENCP �I I (TYPE tL-6) I 6409 ��SLt III I �� 2+30 Beg CL FENCE 11 I zl I ( TYP CL -10) /6�-5,�57' Lt X , o o I S 22+83.92 l Ix Ll (TYPE N -6 24' CL GATE I I x1 L - - II I J I L=75' G ) (TYPE CL -6) I CONC I x I IIF I II I \lel\ R/W TCEI 65050' Lt xI \ \ ASPH S 3+04 \� END CL FENCEox _ --1 1 TL — x x x x I �— - OVC 1 2 3 4 ?� h 7 _ -- - - -- THIS PLAN ACCURATE FOR FENCE ONLY. RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES CONC X Dist COUNTY ROUTE POST MILES SHEET TOTAL ---- ®-- - TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 51 624 S-u-� h Com--- 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE SOON ANN CHEAH 09-08-11 52143 m x No PLANS APPROVAL DATE j THE STA TF OF CAL IFORIVIA OR I TS OFFICERS E x p. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR JT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED of cA�,Fo�� COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 11 I zl I ( TYP CL -10) /6�-5,�57' Lt X , o o I S 22+83.92 l Ix Ll (TYPE N -6 24' CL GATE I I x1 L - - II I J I L=75' G ) (TYPE CL -6) I CONC I x I IIF I II I \lel\ R/W TCEI 65050' Lt xI \ \ ASPH S 3+04 \� END CL FENCEox _ --1 1 TL — x x x x I �— - OVC 1 2 3 4 ?� h 7 _ -- - - -- THIS PLAN ACCURATE FOR FENCE ONLY. RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES CONC X X- - - - - ----- - - - - - - -- ---- ®-- - - - - -� ASPH CONSTRUCTION Q N O o� N �co O X N o0 � o 0 0 W W 00 -J J DETAILSL-1 Lij FENCE PLAN z z o PO SCALE o 1 II=50' PROJECT NUMBER & PHASE w o o C-12 a --� O 4800000744 x 0 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° 2 3 ------------ m n o> w w Ln E r > w w o Q 0 3 o w 0 2 "U J o L-n"R3" LINE + Q0 0- cn Q w O w +W O w In U) — U J — — — — — Liz J W J > W W INDENTURE DIRT 0 w m �Qo �z w U U Lf) w aw = U o U x 0 o' w o- w = a a z w 0 = U U >- z r) � Z LL- Q z a w z 0 U z 0 x Q F– r cn z Q F- I 0 F - z w F— Q w o o_ � o ° x X Q o �' �' Z O m m o Ln u U x � � U w o J L ~ a J > c ~ U �L N (/7 V) 0 a_ ASPH X— ASPH 96.50/ Lt "C" 28+83077 END Temp FENCE (TYPE CL -6) Temp FENCE (TYPE CL -6) L=534°6' X X +O+ F--] l\ TCE X MATCH LINE Sta 31+50-00 SEE SHEET C-14 695 TF7 y 695 A 6 M 0 0007 a xg ASPH "B" LINE 8 r _ 10 9- 7W —� - - - ACr 7 . . 8 . . 9 . . v 700 i l - 1 1 R 5 1 1 -L N_.E Q0 0� - -- w o z0u -------------+w = O w U _ --- ------ I— U) - UP RR +w i U 0 I MATCHLINE Sta 23+50.00 SEE SHEET C-12 o R /W EXISTING HIGHWAY - DIRT INDENTURE D I RT I CONS /"C" 24+97.37 MT emp FEN E (TYPE -CL-6) Temp FENCE (TYPE CL -6) L=157' - -0= O -TCE O BOYLE AVE ASPH —x— r 1 x I �� THIS PLAN ACCURATE FOR FENCE ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800ga013°dgn IS IN INCHES X BOYLE AVE x x x x of n i UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 52 624 S-u-� h Com--- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS E x p. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of �AL,F��� COPIES OF TB/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 CONSTRUCTION a N Ln o � cv co N o � o � 0 w w 00 DETAILS FENCE PLAN z z o PO SCALE o 1 =50' PROJECT NUMBER & PHASE w o �0 C-13 ~0 a O 4800000744 x 0 0 U m n o > w w L > w w o' Q 0 w n V) 0 w U J w z J w J > w w U (f) ►0 om r w m 0 �z w U � U w aw = U o U x C-- 0 m w o- a z 0 U z LL z Q z 0 U a w U 0 z a 68.50' Lt "C" 39+83.46 END RELOCATE IRON FENCE Beg FENCE TO BE RELOCATED BY PROPERTY OWNER 6 8.5 0' L\t "C" 39+54.50 B46"RELOCATE IRON FENCE 88.5 Lt, "C" 39+54.50 END Temp FENCE — — - (TYPE CL -6) 68.00' Lt "C" 38+92.77 END CL FENCE (TYPE CL -6) U o I CL FENCE (T E CL -6) .-/ L=58.00 71 .56' Lt C'' 38+34.21 Beg CL FENCE (TYPE CL -6) T C E MATCH LINE Sta 40+00.00 SEE SHEET C-15 0 1 I7� II - — AGI II ASPH >ai I Q � I I Lu T> \ I I 77.59' Rt N''C'' 37+92.71 /Beg CL FENCE II Q I (TYPE CL -6) = °v C I v L JI I o ASPH _ I O U - 4 1695 I � � 3 O- ' O I n i i I Temp FENCE x (TYPE CL -6) L=732.5' 1 13.96/ Lt R 1 " 691+92. 98 91+92.98 ' END CL FENCE ' (TYPE CL -6) ' CL FENCE (TYPE CL -6) L=43.00' EL I :�-10 C) - LO c� I __-1- 7 x Q 3 r) a ,� z01) _---- Q F- F- -7 -1 - F - z w F- a w c o o 0 x X Q O � � z O m m o O n U �--� x � � U z w o J L ~ a J > ~ ~ U �L N (/7 V) 0 a_ �P H SBD - 10 u I ACL FENCE (TYPE CL -6 L=358' n 2 R /W r NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 1X X x 47.65' Lt "R4'' +00.21 End CL FENCE (TYPE CL -6) ASPI-i X � r / F—1� 1 = 5 Belg FENCE (TYPE L-6) +- Cl PE L-7-164' J + PERMANENT UTILITY EASEMENT 85.28' Lt "R4" +00.00 10' DOUBLE SWING ,- o + CL GATE (TYPE CL -6) 1 96' Lt "R4" +00.00 + I XL 8 35.65 LT "R4" 52.6 I I Dist 3 2 POST MILES SBD - 10 u I ACL FENCE (TYPE CL -6 L=358' n 2 R /W r NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 1X X x 47.65' Lt "R4'' +00.21 End CL FENCE (TYPE CL -6) ASPI-i X � r / F—1� 1 = 5 Belg FENCE (TYPE L-6) +- Cl PE L-7-164' J + PERMANENT UTILITY EASEMENT 85.28' Lt "R4" +00.00 10' DOUBLE SWING ,- o + CL GATE (TYPE CL -6) 1 96' Lt "R4" +00.00 + I XL 8 35.65 LT "R4" 52.6 I I Dist COUNTY ROUTE POST MILES SHEET TOTAL Ln TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 53 624 S-u-� h Com--- � o 09-08-1 1 ROFESS10 REGISTERED CIVIL ENGINEER DATE � 0 SOON W w ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. 7-1 THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS E x p. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TB/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 �' I ' r > \� Beg CL FENCE TYPEI CL -6)\, $711L U X -x ---- -- X — iof B — — — vG— — WL E t ASPH WASH GTON RR I � �n CITY R/W _ X o '�I I o O O - 30' Rt "W" +19.31 — XEND CL FENCE (TYPE CL -6) 37' Lt "R4" +00.00 �.� �O CL FENCE (TYPE CL -6) I I � END CL FENCE O + �� L=119' 10' SINGLE SWING CL GATE (TYPE CL -6) Ate/ Tin O O L 6 5 =� O Ln + �o o ASPH 695 '-A'' UN E \ � — -_ + w C NC SBD - 10 1 = z `n WB Rte 10 w � z - o __j w WA m 16 A -- --- - - _ U EB Rte- 10 --- —------------------------------------ Q U MATCH LINE Sta 31+50.00 SEE SHEET C-13 THIS PLAN ACCURATE FOR FENCE ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800ga014 odgn IS IN INCHES UNIT 2232 CONSTRUCTION DETAILSL-1 Lij FENCE PLAN oPOI PROJECT NUMBER & PHASE w o �o C-14 a o O 0800000744 Q N Ln o O N O N as � o � 0 W w O O J j CONSTRUCTION DETAILSL-1 Lij FENCE PLAN oPOI PROJECT NUMBER & PHASE w o �o C-14 a o O 0800000744 x 0 w m n C-) > W W L > W w 0 x Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS w 12.3/14.1 54 624 in cf) w 0 R�FESS10 U J w z J W J > 09-08-11 W W PLANS APPROVAL DATE No. CT-' THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L U cf) FOR JT tiP THE ACCURACY OR COMPLETENESS NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° �I I' I � � ILij x I Irl — II ASPH I11 I I I r ASPH I I ll o i i 0)I — �/ I I VC�CC) o I I I I l F ---- -- -- x I �— I I �I Vclaq�o I o Vcl`-'o III (�— ____— I \ I I I I I I�� o O -L I x AS 'H �I a l \ I I I I la�l I 11 L ,I ASPH\ \ I IVC I I OUBoil C) 010X— ;-T:F ASPH —x x x S ---- - _ — _ - -- ---- �VCB °VC T - C VALLEY BLVD — - - �0 ASPH � — — — 2 ����� LINE 3 4 — — — 456 g � - -- w —X— I — �x � o>- r w m Q� X o ==,1 Z U � U w aw = U o U x 0 w o- a a z w o_ _ U U � z r) � Z a � X z a z 0 U z O x F— F- z Q F- I O F- -7-1 w F- rra w x o LL o 0 x X Q ° 0 �' �' Z x 0 m m 0 O Ln C-) U I X � � U II w o j L ~ a J > c ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 ASPH VALLEY Blvd Vc J o F— _ Vc v — — — T lai 4 - 1- ----- — — — -f5 -- CONC \ IIS °VC In IE o I I PCASPH ° O O 6 �� c� c I r CONC I� o — -� ONCI _ J 0 x o c o—* x— ASPH n Q ASPH CONC � QVC � II Il�B � I X— TCE� n I I� r� III IRON FENCE RELOCATED BY PROPERTY OWNER II I� Q/W 0 it � X -X i TCE� c � I vC I I L � ° II � II MATCH LINE Sta 40+00.00 SEE SHEET C-14 TS THIS PLAN ACCURATE FOR FENCE ONLY. USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 DGN FILE => 846800ga015.dgn IS IN INCHES N Q ON N 0 � 0 w w 00 LS �� W W a o � r cNvc rLAN z 0 0 0 SCALE o 1 II=50' PROJECT NUMBER & PHASE L, o ""0 C-15 a0 0 4800000744 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 54 624 09-08-11 R�FESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH x 09-08-11 w 52143 PLANS APPROVAL DATE No. CT-' THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR JT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� x COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 X a ASPH x- - — — - — —L= - _ -- _-- — — L-- 5 VALL Y BLVD — — — — ASPH — — — — — — — — — — — — IIP THIS PLAN ACCURATE FOR FENCE ONLY. USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 DGN FILE => 846800ga015.dgn IS IN INCHES N Q ON N 0 � 0 w w 00 LS �� W W a o � r cNvc rLAN z 0 0 0 SCALE o 1 II=50' PROJECT NUMBER & PHASE L, o ""0 C-15 a0 0 4800000744 x 0 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. _X K n x I I I I I l 49.85' Lt "R4" 701 +92 I I \ II ❑ I I IX X m � o° MPE �1�mp FENCE.......,_ 1 I I 1�� I I ❑ Q Iz1��_ JX x LLI> ,_,_, h° L - 6 I I o t o �' � Temp FENC (TYPE L-6 1 o I `-' 1 X - ❑ Q '\�' ;` L=68.00' J I I I ❑ i 1 X I� o x0 �' J III I 11 1 KpP ) '` I X I 0 w 0 w U I W z J W > w w U_ V) a w U 0 z a X II --- -J �_�❑ 7.21' Lt El 1llf ❑ 50' �Lt`3"R4"_ 02+65.7 ❑ - - _ - D CL E END Temp F'E CE - r X QY _6)�— ZX X _ T PE CL- ) 47.79 t CONIC 1 , I ENCE T PE CL - 1. XI 1 X Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 55 624 S-u-� h Com--- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS E x p. C I V I L OR AGENTS SHAL L NOT BE RESPONSIBL E FOR JT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 00 r� 00 n _7 z4 2+Q 1 041 �- - - FENCE ( E L-6 �❑ ❑� II r - J X ,35' I-� ❑� I�I r O I I_ I-1 �� 36. I I I 1 Ij 1111 X J I R4'- 1 1 1 1 1111 R/W X Beg CLQ FEN J 1� 11 11 O O 00 0 \\ - _____❑ - - - - - ❑ - - - - -- _ _ 1 J (TYPELCJL6) _ _ _ _ _ _ _ CONIC -------------- O- _ - - - �. - �- _ - _ _ _ _ _ _ - - / - - _ - _ _ _ - _�- - _ _ _ _ _ _ __ Ln rh�4NN -Z + r R4 702+01 .83=====-_______ - - r ---,- _ - -- _-_--��_-- j __ s____-----_ - - _ _ --- -, - --- -- ------ ' - - 10/ SINGLE SWING GA_ (TYPE CL -6)) -_______�====sj____- +- - - _______________-__-_-_------___---_-__--_ - - ❑ _ _ _-_ - _� _ - - - - - - - - - - - - - - - - + w — �_ 6 3A. 6�H Int - 4 w - --- ---Beg - - �Y-PE-�� = ---- ----------- _--------------------- --------------- ------------ASPH - Jw ��A�� LIN 6 7 ASPH-------- — SBD_ w E _ _ SBD - 10 CONC U WB Rte 10— F— --------------------- - --ASPH 71 0 �1� "I-1 Q" LINE 0 0 Lo+ 01 I` U o� +- w un w I cn z �w Jw Ln U P- ----------------------------------------- - - - - --- -- �–_�--------- -SBD-= 1-0---- ----r ��----_____---------------------___ - ------ 4 705 CONI 6 "B" LINE 7 g— r- 4 _�L R5 LINE C 7 I 8-- ---------- ---- z II,tJ DIRT x —9 _IR __ o Q 0 cn z Q O z w Q W c � � o 0 x X Q O z O m m O O Ln u U �--� x � � U II � " o w o J L ~ a J > c ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 UP IRR EB fe 10 710 - 1 • � r 1 UB O I I 1 1 USERNAME=>p0026551 DGN FILE => 846800ga016.dgn THIS PLAN ACCURATE FOR FENCE ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES R/W CONC 3 4 715 CONIC SBD= -- - - - - - - - - - - - - - -- —-------- r - - - - - - UPI RR DIRT PILES o � UNIT 2232 0 0 o; a N O o � cv O N as � o � 0 W w 00 CONSTRUCTION DETAILSLij a o � FENCE PLAN zo SCALE: 1 II=50' Ll0 Ll cl�0 C-16 a0 __� 0 PROJECT NUMBER & PHASE 0800000744 z X O _7 z4 2+Q 1 041 �- - - FENCE ( E L-6 �❑ ❑� II r - J X ,35' I-� ❑� I�I r O I I_ I-1 �� 36. I I I 1 Ij 1111 X J I R4'- 1 1 1 1 1111 R/W X Beg CLQ FEN J 1� 11 11 O O 00 0 \\ - _____❑ - - - - - ❑ - - - - -- _ _ 1 J (TYPELCJL6) _ _ _ _ _ _ _ CONIC -------------- O- _ - - - �. - �- _ - _ _ _ _ _ _ - - / - - _ - _ _ _ - _�- - _ _ _ _ _ _ __ Ln rh�4NN -Z + r R4 702+01 .83=====-_______ - - r ---,- _ - -- _-_--��_-- j __ s____-----_ - - _ _ --- -, - --- -- ------ ' - - 10/ SINGLE SWING GA_ (TYPE CL -6)) -_______�====sj____- +- - - _______________-__-_-_------___---_-__--_ - - ❑ _ _ _-_ - _� _ - - - - - - - - - - - - - - - - + w — �_ 6 3A. 6�H Int - 4 w - --- ---Beg - - �Y-PE-�� = ---- ----------- _--------------------- --------------- ------------ASPH - Jw ��A�� LIN 6 7 ASPH-------- — SBD_ w E _ _ SBD - 10 CONC U WB Rte 10— F— --------------------- - --ASPH 71 0 �1� "I-1 Q" LINE 0 0 Lo+ 01 I` U o� +- w un w I cn z �w Jw Ln U P- ----------------------------------------- - - - - --- -- �–_�--------- -SBD-= 1-0---- ----r ��----_____---------------------___ - ------ 4 705 CONI 6 "B" LINE 7 g— r- 4 _�L R5 LINE C 7 I 8-- ---------- ---- z II,tJ DIRT x —9 _IR __ o Q 0 cn z Q O z w Q W c � � o 0 x X Q O z O m m O O Ln u U �--� x � � U II � " o w o J L ~ a J > c ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 UP IRR EB fe 10 710 - 1 • � r 1 UB O I I 1 1 USERNAME=>p0026551 DGN FILE => 846800ga016.dgn THIS PLAN ACCURATE FOR FENCE ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES R/W CONC 3 4 715 CONIC SBD= -- - - - - - - - - - - - - - -- —-------- r - - - - - - UPI RR DIRT PILES o � UNIT 2232 0 0 o; a N O o � cv O N as � o � 0 W w 00 CONSTRUCTION DETAILSLij a o � FENCE PLAN zo SCALE: 1 II=50' Ll0 Ll cl�0 C-16 a0 __� 0 PROJECT NUMBER & PHASE 0800000744 X 0 J' x 0 w m cn o > III w u') 2� > w w � o a 0 n cf) O w O w U J Ld z J w J > Ld w U V) I Q m W m a� o -J z W D U U U Qw = Ur-) U z O F- -::x F— rrO r Z Q I— Li O F— z w F— Q L_I_J 2 Q Ld U z Q LEGEND (C-17 TO C-45): TYPICAL STRUCTURAL SECTION (SEE TYPICAL CROSS SECTIONS) O# CURVE NUMBER — - JOIN LINE RP RADIUS POINT O O e O Ln F- 2 ap 0 Lr) P-4 (_0 Ld O In m Ld Q Z H L1J J Ld Ll) U Q BORDER EAST REVISED 7/2/2010 ABBREVIATIONS (C-17 TO C-45): CF CURB FACE GB GRADE BREAK TCE TEMPORARY CONSTRUCTION EASEMENT %n USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 DGN FILE => 846800ga017.dgn IS IN INCHES I I I I I I O O Ln Go Ll - Ln Lw Qo I o� O cn J III w m z J w cn U Q Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 56 624 S-cr� h CC --t- —09-08-11 REGISTERED CIVIL ENGINEER DATE moo'?\ -k SIpNq` SO N F 0 ANN CHEAH 09-08-11 0z PLANS APPROVAL DATE No. 521 43 m THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL IV COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 CONSTRUCTION O LJ W Ln 00 � I U 4 - Ln } -L W Ld w z= �cn =w U �n DETAILS AUXILIARY LANE WIDENING "I-10" WB ON RAMP SCALE'l 1 "=20' C+ - 17 PROJECT NUMBER & PHASE 0800000744 a N M N•• \ N Q N•• \ O M n II II C p W W 00 J J m a- wW F-- !>�: C) o O N O > O w O O � C \ -i m I n F-- X X1-4 Q O m m rr, O o F --I F --I N U U x � Q � U II II E O N ^ Z w II L ~ Q J 1 �L (� V) U N N 0 d BORDER EAST REVISED 7/2/2010 ABBREVIATIONS (C-17 TO C-45): CF CURB FACE GB GRADE BREAK TCE TEMPORARY CONSTRUCTION EASEMENT %n USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 DGN FILE => 846800ga017.dgn IS IN INCHES I I I I I I O O Ln Go Ll - Ln Lw Qo I o� O cn J III w m z J w cn U Q Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 56 624 S-cr� h CC --t- —09-08-11 REGISTERED CIVIL ENGINEER DATE moo'?\ -k SIpNq` SO N F 0 ANN CHEAH 09-08-11 0z PLANS APPROVAL DATE No. 521 43 m THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL IV COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 CONSTRUCTION O LJ W Ln 00 � I U 4 - Ln } -L W Ld w z= �cn =w U �n DETAILS AUXILIARY LANE WIDENING "I-10" WB ON RAMP SCALE'l 1 "=20' C+ - 17 PROJECT NUMBER & PHASE 0800000744 a N M N•• \ N Q N•• \ O M n II II C p W W 00 J J m a- wW F-- !>�: C) o O N O > O w O O X 0 w m cn o > III w u') 2� > w w � o a 0 K r'r r X w m Ld TOTAL PROJECT n cf) 08 o w 12.3/14.1 o w S-u-� h Ct---t- U J Ld z REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` J w 2.00% J > 0 z 521 43 m Ld w THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF THE ACCURACY OR COMPLETENESS U V) K Dist I om r POST MILES w m w TOTAL PROJECT a� o 08 -J z W 12.3/14.1 D 624 S-u-� h Ct---t- U U Ln —09-08-11, REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` aw = 2.00% Ur-) U Dist COUNTY ROUTE POST MILES SHEET TOTAL w TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 57 624 S-u-� h Ct---t- _ - U aa Ln —09-08-11, REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` z = 2.00% O 09-08-11 0 z 521 43 m PLANS APPROVAL DATE U THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS PLAN SHEET, z o SANBAG 3200 EAST GUASTI ROAD z 1170 W 3RD STREET LL- a SAN BERNARDINO, CA 92410 z F- Q I I 0 o -� O 4 ~ w _ F - + !� z z Lli = �o O o 0 Dist COUNTY ROUTE POST MILES SHEET TOTAL J TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 57 624 S-u-� h Ct---t- _ - U Ln —09-08-11, REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` SOON F 2.00% 0 ANN CHEAH 09-08-11 0 z 521 43 m PLANS APPROVAL DATE No. THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS PLAN SHEET, PARSONS z SANBAG 3200 EAST GUASTI ROAD ------- 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 2.007. 2.00% ----------------- Lu I w 2 2.00% -------- -- SAWCUT & JOIN 0 Exist Pvmt 0 O + r9 O 0I 10oFI o W LO LL] Q0 SBD — I O -- 7 N N 0 Ld BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga018.dgn IS IN INCHES ESI 2°00% ETW72.007. -- 0 ^ + o Ln O N _~ WB Rte 10 Ld 10'' LINE EB Rte 10 0 O I 7;1p 0 1 2 I I I I I 3 I I J W X Q O Ld -r _ - U F Ln 2.00% O + Q «2 � O z ------- Q F- U I I 0 o -� O 4 ~ w _ F - + !� z w z� Lli = �o w o 0 J O00 O0 O Q - _ ->-J>J LI__I r— � C \ m I n F-- X X1-4 0 Ln O m m rr, N U> 1-4X � Q � � U II II E O N ^ Z + + II + + L Q J ,c ~ �L V) U N N D d CH,4NNEL 0 0 Ln Ln 0 0 0 0 0 0 0 0 Ln + Ln + m m 0 0 0 0 O O 00 00 Ln Lf) O 0 + + + + + + N N I 0 0 O+ O+ Ln + Ln + O O� O �O CVO O O + + - �= M - 0= O = O LO= (-O = O 1,� 0 00 ° O O e �_ro + + _ = 0= O= I-- O Ln O O 0 00 N O O 0 . 7- . 7- M I N I ro I M I 4- 4- 00 0 (D 0 0 M 0 O N0 ° cv ° I N N i cv I (\JI _� -- -- - - 0 _ � �� 0-- _ _ _ — --_-- �- > _ _>` J N N N _ > >- - > > _ J �, J (1)-rn -0) -rn -rn wco � Ld —0— Ld00wm O W 00 W I� trf 1` --6� LLJ -------� ----- — 0� — 0� 00 2.007. 2.00% ----------------- Lu I w 2 2.00% -------- -- SAWCUT & JOIN 0 Exist Pvmt 0 O + r9 O 0I 10oFI o W LO LL] Q0 SBD — I O -- 7 N N 0 Ld BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga018.dgn IS IN INCHES ESI 2°00% ETW72.007. -- 0 ^ + o Ln O N _~ WB Rte 10 Ld 10'' LINE EB Rte 10 0 O I 7;1p 0 1 2 I I I I I 3 I I J W X Q O Ld -r _ - U F Ln 2.00% O + Q «2 � O z ------- Q F- U I I 0 o -� O 4 ~ w _ F - + !� z w z� Lli = �o w o 0 J F - W Q - _ ->-J>J LI__I r— � C \ m I n F-- X X1-4 Q O m m rr, N U> 1-4X � Q � � U II II E O N ^ Z w II L Q J ,c ~ �L V) U N N D d 2.007. 2.00% ----------------- Lu I w 2 2.00% -------- -- SAWCUT & JOIN 0 Exist Pvmt 0 O + r9 O 0I 10oFI o W LO LL] Q0 SBD — I O -- 7 N N 0 Ld BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga018.dgn IS IN INCHES ESI 2°00% ETW72.007. -- 0 ^ + o Ln O N _~ WB Rte 10 Ld 10'' LINE EB Rte 10 0 O I oo N O Ld � 3 UNIT 2232 2.007. 2.00% — =------------------7----------- 0 0 O �0 M I 0 n 0 1 2 I I I I I 3 I I oo N O Ld � 3 UNIT 2232 2.007. 2.00% — =------------------7----------- 0 0 O �0 M I 0 670 CONSTRUCTION Q N o � N•• \ N Q N•• \ O M n II II C p W W 00 J J DETAILS I-- !>�: wW <1 �77� AUXILIARY LANE WIDENING z o O "1-10" WB ON RAMPLl I � O SCALE 1 II=20' PROJECT NUMBER & PHASE O O 0800000744 2.00% O Ln 2.00% + O ------- U Ln 0 o -� O 4 ~ w _ + + !� + w z� Lli = �o o o 0 J W - - ->-J>J r— 670 CONSTRUCTION Q N o � N•• \ N Q N•• \ O M n II II C p W W 00 J J DETAILS I-- !>�: wW <1 �77� AUXILIARY LANE WIDENING z o O "1-10" WB ON RAMPLl I � O SCALE 1 II=20' PROJECT NUMBER & PHASE O O 0800000744 X Of w cl. L/) O Ld O W U J J I > w 7tre, I om r O 2°00% 111 w m u>- z 0 z Q + ------ ---------- O 00 r -- O+ a� o 08 J z w O � U � w z O U - U v Jul) w _ aw = J > N Ur") u w 7tre, BORDER LAST REVISED 7/2/2010 1 ? 2.00% A S P H ------------------- --------- 0 � O 2°00% 111 + + I-1 D C1/4NNEL = + _ u>- z 0 z Q + ------ ---------- O 00 r -- O+ O Q 08 + O O ^ + 0-) _ rr) O z O w z O Ln Ln v + J _ + W W = > cn U J > N Z O + X O + O ++ —J r - T- - - Ln W O Wa)w00 rn O J > W M W z Q9 W c9 � w O O 00 O O ^ = O + I� N - O O I "-` T - L9 I L9 I o W O° � I N ` T- \ J m I I O -- N O = 0= O I O Q 00 O -- 4- - ° - O m m tz -F- O [-- C N U U J X � > J> J > 4- � II U > J II E O M M W ^ Z w Q0 � o W to L ~ Q --(D- o- J 4- O J -F} J L/') - U N (n 0 CL -- > MW ro W M W00 ° a) ° - 00 -�-- Iwrnw 00 w m w 00 ° 2.00% BORDER LAST REVISED 7/2/2010 1 ? 2.00% A S P H ------------------- --------- 0 � O 2°00% 111 + + I-1 D C1/4NNEL = + _ u>- z 0 z Q + ------ ---------- O 00 r -- ----------------- O Q 08 Q0 ^ U 4- °O O O ^ + 0-) _ rr) 12.3/14.1 z z w z O o szl- I O 1 00 v szl- J _ Ote W W = > cn U J > N Z J X Q O a w —J r - T- F O Ln W --cam— co w BORDER LAST REVISED 7/2/2010 1 ? 2.00% A S P H ------------------- --------- 0 0+ + + + I-1 D C1/4NNEL = + _ + 0 Exist Pvmt ., 0Ln �' ic O O 08 cn O 12.3/14.1 O1 LC) I Ln z r'nI = 1 00 , I , Lp szl- Lc)1 1 Ote O I T- '- QSOONF O J O J O J O O Li —J r - T- > O Ln W --cam— co w Wa)w00 rn F - J > W M W z Q9 W c9 � w O 00 O O ^ = O + I� N -- - + I + Q Ln = Ln o W O° � 0 C QQ \ J m I I LO n O = 0= I LL X X Q O J O 4- 0 O m m tz -F- O [-- C N U U J X � > J> J > 4- � II U > J II E O °' W ^ Z w Q0 � o W to L ~ Q --(D- o- J ~ - �L L/') - U N (n 0 CL BORDER LAST REVISED 7/2/2010 1 ? 2.00% A S P H ------------------- --------- 0 0+ + + + I-1 D C1/4NNEL = + _ + 0 Exist Pvmt ., 0Ln �' ic O O 08 o O 12.3/14.1 O1 LC) I Ln T- 1 r'nI Ln_ 1 00 , I , Lp szl- Lc)1 1 Ote O I T- '- QSOONF O J O J O J O O J O —J r - T- > Ln - Ln W --cam— co w Wa)w00 rn PARSONS J > W M W 00 Q9 W c9 � 0 0 -----WOE W 00 ----- 2.00% 1 2 0% �' ES E T W , ° 2.007. ------------------------ 0 0 O Ln USERNAME=>p0026551 DGN FILE => 846800ga019.dgn 2 N ASPH "I-1 0" LINE 3 0 o SAWCUT & JOIN O 0- ^ ^ + o ;- + + 0 Exist Pvmt ., 0Ln �' ic +O Ln 08 SBd + 0 12.3/14.1 a) 0 Ln Ln_ I C9 ° - Lc)1 1 Ote O I T- '- QSOONF ANN CHEAH 09-08-11 `-- PLANS APPROVAL DATE �- J - T- FOR sT tiP qTF + 4-J J > 4- J > PARSONS J > N — f` W Q9 W c9 � SAN BERNARDINO, CA 92410 O 00 O O ^ = USERNAME=>p0026551 DGN FILE => 846800ga019.dgn 2 N ASPH "I-1 0" LINE 3 0 Dem �12°00% Dist O O o � O TOTAL U I O J O J Dem �12°00% Dist COUNTY ROUTE POST MILES SHEET TOTAL .007. TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 58 624 S -0-`n h CJ`--- O 09-08-11 REGISTERED CIVIL ENGINEER DAT E �O QR�FESSIpNgC QSOONF ANN CHEAH 09-08-11 52143 m PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA OR ITS OFFICERS �x Exp. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF cagy IV COPIES OF T1115 RL AN SHEET. PARSONS Ln SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 � SAN BERNARDINO, CA 92410 2.00% -2.0-8C- .007. — ---------- -------- ii O 0 _ + + Ln Ln Ln 8 � O O 00 O O ^ = O + I� N -- - + I + Ln = Ln o O° O 0 Ln QQ I LO O = 0= � O J O J O 4- 0 -F- J J J > J> J > 4- N > J N 6� W (0 w Q0 � J O W W to - --(D- o- 2 ° 00% Lm "R1 " LINE : -2.0-8C- .007. — ---------- -------- ii O 0 O O O Ln 8 O Ln O Ln O O ^ Ln Ln 0 ; - + + ^ + rn m=o o O° O 0 Ln QQ I LO 10 0 0 0 > J O N N > J N 6� W (0 w Q0 � J O W W to - 6 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES I I I I I CONSTRUCTION Q N 00 O N•• \ M Q N•• \ O M n II II � p W W O O J J 0- DETAILS W W 0- AUXILIARY LANE WIDENING Z : 0 o "1-10" WB ON RAMP Ll I uiC SCALE: 1 II=20' O -19 � I PROJECT NUMBER & PHASE O O 0800000744 X w m r-) > W W u') 2� > W W � 0 K r'r m x — — — — — — - — — I � L— — — — — — w � W n cf) II O w 12.3/14.1 O w aw U J O w z N J w J > 0 z 521 43 m w w THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF L U V) K I Q m — — — — — — — — — — — — - — — I � L— — — — — — — — — — — — — � W No. m II SBd C) 12.3/14.1 N- + 624 aw o O —09-08-11, N - D� w 0 z 521 43 m PLANS APPROVAL DATE II THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF L Q aw = ~ SANBAG 3200 EAST GUASTI ROAD �L V) 4- U N > > 0O x N W d w a = Q o 5 z 0 Ld 7 U � z 0 Z Q 2.0 0 /,�' z Q z O _ O —0 O x FN- O H C ISL �i Q F— QCCL 7- F Z w ASPH Q - W \ --i m I n F -- LL. X X Q � 1 — — — — — — — — — — — — - — — I � L— — — — — — — — — — — — — � w ASPH Q - W \ --i m I n F -- LL. X X Q o � � Z OmmC CONC U N U � ROUTE POST MILES L — — � U No. SHEETS II SBd 10 12.3/14.1 II 624 S-u-� h Ct---t- E O —09-08-11, o � � Z OmmC CONC U N U � ROUTE POST MILES x � Q � U No. SHEETS II SBd 10 12.3/14.1 II 624 S-u-� h Ct---t- E O —09-08-11, N SOON F ^ Z w 0 z 521 43 m PLANS APPROVAL DATE II THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF L Q COPIES OF THIS PLAN SHEET, J ,c ~ SANBAG 3200 EAST GUASTI ROAD �L V) SUITE 200 ONTARIO, CALIFORNIA 91761 U N N D d —I L — — — — — — — — h ---) EB Rte 10 BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga020.dgn IS IN INCHES 0 1 2 3 I i I i I i I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 59 624 S-u-� h Ct---t- —09-08-11, REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` SOON F 0 ANN CHEAH 09-08-11 0 z 521 43 m PLANS APPROVAL DATE No. THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 ' 2.00% 2.00% Q � N — 6) O rn N•• \ M — N • \ o M n II II � p W W CONSTRUCTION DETAILS ~~ 00 JJ 0- a- LLJ LANE WIDENING ANDLL] Q� "1-10" & "R1" LINE zo GORE DETAILS Ll I ui > O � O SCALED 1"=20' C-20 I J O O UNIT 2232 PROJECT NUMBER & PHASE 0800000744 x 0 0 w m cn o > w w L > w w o' Q 0 L / w 0- (f) Ow O w U I — w z J w — — — — J >— Ld w — — om r w m �Qo �z w U U Lf) W aw = U o U O O x F— F— r)- F— r)- > O r) _ C/ ) W Z Iy F— I I -- O F- -7-1 w F— Q � W c � � o 0 x X Q O Z O m m o O c�j v U x �--� � U W " z W cLJJ Q) � � o J > ~ ~ a •- c c/7 U L N V) 0 a_ I- 0 CHANNEL BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800gc02l odgn IS IN INCHES I I I I I I UNIT 2232 Dist C-- ROUTE x SHEET TOTAL 0 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 m 624 S-u-� h Com--- w 09-08-1 1 o- R�FESS 1O REGISTERED CIVIL ENGINEER DATE e tiq� �a m SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE a Q OR AGENTS SHAL L NOT BE RESPONSLBL z w OF SCANNED qTF OF O = PARSONS U 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 U � ONTARIO, CALIFORNIA 91761 Z r) � � Z LL- Q Z Q O O J j Z O U O O x F— F— r)- F— r)- > O r) _ C/ ) W Z Iy F— I I -- O F- -7-1 w F— Q � W c � � o 0 x X Q O Z O m m o O c�j v U x �--� � U W " z W cLJJ Q) � � o J > ~ ~ a •- c c/7 U L N V) 0 a_ I- 0 CHANNEL BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800gc02l odgn IS IN INCHES I I I I I I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL a TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 60 624 S-u-� h Com--- Ln 09-08-1 1 N R�FESS 1O REGISTERED CIVIL ENGINEER DATE e tiq� �a m SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. CT-' THE S TA TF OF CALIFORNIA OR I TS OFF/CFRS Exp. C I V I L OR AGENTS SHAL L NOT BE RESPONSLBL E FOR tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CORES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 CONSTRUCTION O C N CO N U D uJ W zr NE J w U Ln Q DETAILSL-1 Lij �- > "A" & "132" LINE GORE DETAILS SCALE ' 1 =20' PROJECT NUMBER & PHASE o � z O o O u �: O C-21 w O a O O 0800000744 a N O Ln N � m o � 0 W w O O J j DETAILSL-1 Lij �- > "A" & "132" LINE GORE DETAILS SCALE ' 1 =20' PROJECT NUMBER & PHASE o � z O o O u �: O C-21 w O a O O 0800000744 X 0 0 w m cn o > III w u') 2� > w w � o a 0 w V) o Lw U J W Z J W J > W W U Ln ►� Xo om w ao -J U aw U rG r m o w U = U O TOTAL 66 ° 0e00%___ O t e. O Ln + N O N O ° + 00 Py) N --t- > Q Ln + + N ANN CHEAH ;- 0 OS + C-- _ O O O + _ M r- - N > = w N N N- W = N N LL J = J N - _ �C O �N J W J > W n a` O = Ld QQ > J J Q z = o - O cN v w z o z LL- a (D � z L T Q co ~ _ N cc) Q o o C-) a ° z o 4- �(p 0 ° W1 111 t� ° T Jl z n� O X Q w = uq v Q C 00 c/7 LnO ° o0 O Q °+ N O O n1 _ Lf) N Q + `1O O = > _ N N F- J - - z > w F Q w C � \ m I n F-- X X1-4 Q O m m rr, O F --I F --I O N UU X � U II E II O ^ Z w IIL Q J - ~ ~ U �L N V)N 0 d U /o 0 ° O 0 I /o U °'o 1 0 • rG O N TOTAL 66 ° 0e00%___ O t e. O Ln + N O N O ° + 00 Py) N U /o 0 ° O 0 I /o U °'o 1 0 N 0%, O N TOTAL 66 ° 0e00%___ O O rr) O Ln + N O N O ° + 00 Py) N --t- Q REGISTERED CIVIL ENGINEER DATE �o QROFESSIpNq` SAWCUT & JOIN Exist Pvm + N ANN CHEAH ;- 0 OS + _Q _ O O O + M r- - N > = + >- N Wg Rte 10 W = N N LL J = J + - O �N U /o 0 ° O 0 I /o U °'o 1 0 11 , 0%, O O TOTAL 66 ° 0e00%___ O + N o a O Ln + O O + 690 > + J - Py) N --t- Q REGISTERED CIVIL ENGINEER DATE �o QROFESSIpNq` SAWCUT & JOIN Exist Pvm QQ N ANN CHEAH ;- 0 OS + + M _ O O O + M - CV _a > = + >- N Wg Rte 10 , + J N N LL N N = J + - O �N J W J > W N a` Ld Lid Q U /o 0 ° O 0 I /o U °'o 1 0 0.38% 11 , 0%, N g Wma TOTAL 66 ° 0e00%___ — + N o a O Ln + 08 SBd 690 > + J - N S-u-� h CC --t- Q REGISTERED CIVIL ENGINEER DATE �o QROFESSIpNq` SAWCUT & JOIN Exist Pvm O O N ANN CHEAH ;- 0 OS + PLANS APPROVAL DATE _ O O O + N O O M THE ACCURACY OR COMPLETENESS O _a > = + >- N= �= Wg Rte 10 , + J N N LL N N SAN BERNARDINO, CA 92410 W = > J W _ a` 0.38% Ln ROUTE N g Wma TOTAL 66 alp, No + N o a O Ln + 08 SBd 10 > + J - N S-u-� h CC --t- —09-08-11, REGISTERED CIVIL ENGINEER DATE �o QROFESSIpNq` SOON F 0.38% N N LO N Ln 00 cr- t9 - N + Cfl y0 - N ° N O J O n O J J N Q0 + _ Q J O > > L0 > > - = O N ° > 00 N � � W J J ° 00 W ST O � L) N 0 e o - Lf) > > ° W _, e 0 No Dist Ln ROUTE N O TOTAL 66 Ln No + N o a O Ln + 08 SBd 10 > + J - N S-u-� h CC --t- N N LO N Ln 00 cr- t9 - N + Cfl y0 - N ° N O J O n O J J N Q0 + _ Q J O > > L0 > > - = O N ° > 00 N � � W J J ° 00 W ST O � L) N 0 e o - Lf) > > ° W _, e 0 No Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 61 624 S-u-� h CC --t- —09-08-11, REGISTERED CIVIL ENGINEER DATE �o QROFESSIpNq` SOON F ANN CHEAH 09-08-11 z 521 43 m PLANS APPROVAL DATE No. THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED 0 CAL IV COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 1 .59% s ° - ° 1 .51 °0 1 .25% -- _ _-- — 1.07% ---_ 3 N IW _ _ LCA Ln LO ° 2% \ — LINE . - O ` + O �+ � 00 `O n rn M Q <0 rnM (DQQQQ NO Lf) �O NO + +O O `�' O + Oo010 Ln+O N 0 Q0 <° NQ �N co o c\j OQ> N- -_ = O NNO Q 0Q N O O Lf) + O O ++ >�OQ NN - + - 0 > :: - 0�� > O Q + �- N N> J W -- W N w > _ + - v+ (D N __j W W N W > J W ` - 1 S - Rte 10 SBD EB 3 - 2 a LINE N N O cv N•• N O n II II C p W W O 0 J J m a - CONSTRUCTION DETAILS Q C) "A" & 11132" LINE z O o O GORE DETAILS wo � O SCALE : 1 II=20' C- 2 2 a o J O BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga022.dgn IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 PROJECT NUMBER & PHASE 0800000744 X K 0 r X w m CQ n ES o > cf) w w w u') 2� w > w J w � z rr Q W _ 0 > K r'r r X w m C9 Ld ES TOTAL PROJECT n cf) O� O w + O w ° + r-+ U J m Ld z o Cc J W _ U > > Ld w THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL + N > N - _ THE ACCURACY OR COMPLETENESS U V) K ASPH ��SPH 00 ;1- CU O O ° N 00 O + EB Rte 10 + �0 + = 0 m = 0 m = +0 CC 0� > ALL — N N I Z — N W LJ No 5 0 ..8.. LINE i WB Rte 10 AuI I om r O w m C9 w ES TOTAL PROJECT a� o O� J z W + D 0 ° + r-+ U U m J (/) w o Cc aw = _ U U ASPH ��SPH 00 ;1- CU O O ° N 00 O + EB Rte 10 + �0 + = 0 m = 0 m = +0 CC 0� > ALL — N N I Z — N W LJ No 5 0 ..8.. LINE i WB Rte 10 AuI -- O O ^ 60 O O C9 w ES TOTAL PROJECT + Ln SHEETS O� O N + 0 M � 0 ° + r-+ � Qa m 00 = T- O 0 O o Cc z = _ O + > + U THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL + N > N - _ THE ACCURACY OR COMPLETENESS v � ` z Q w 3200 EAST GUASTI ROAD z 1170 W 3RD STREET LL- a v F Exist Pvmt �- z 00 O a = O = N = 00 - + I` + O + + > �p M -ro 0 = z 0 0 O O 0 v ASPH ��SPH 00 ;1- CU O O ° N 00 O + EB Rte 10 + �0 + = 0 m = 0 m = +0 CC 0� > ALL — N N I Z — N W LJ No 5 0 ..8.. LINE i WB Rte 10 AuI -- O O ^ 60 O O C9 LO ES TOTAL PROJECT + Ln SHEETS O� O N + 0 M � 0 ° + r-+ to 00 m 00 = T- O 0 O o Cc 00 O _ O O+ �, > + > + + THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL + N > N - _ THE ACCURACY OR COMPLETENESS _ In > N ` N W B D 2 w 3200 EAST GUASTI ROAD SAWCUT & JOIN Ld 1170 W 3RD STREET - v F Exist Pvmt �- O 00 O 0 = O = N = 00 - 2.00% _ P- 2.00% - _ - _ 2.00% - 2.00_/ 2°00% 00% 2°00%° 2°00 / Z O X F - Q o F A-4 9 75-0 PROJECT ID z Q LL O _ — z w Q LjJ C � \ m I - I F X X1-4 Q O m m rr, N U > 11-4 X � � U II E II O ^ Z N w II L Q� J ,c ~ U �L N V) N D d 2 -- - 7 O O 0 O C9 LO ES TOTAL PROJECT e r SHEETS O� O N 12.3/14.1 Z O X F - Q o F A-4 9 75-0 PROJECT ID z Q LL O _ — z w Q LjJ C � \ m I - I F X X1-4 Q O m m rr, N U > 11-4 X � � U II E II O ^ Z N w II L Q� J ,c ~ U �L N V) N D d 2 -- - 7 O O 1 °45 -� 2.00% ETW t 2.00% COUNTY O O 0 O C9 LO ES TOTAL PROJECT No. SHEETS O� O N 12.3/14.1 -- 0 O to O ° ° ° ° to SOON F + + + ° + + THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL LO E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED 0 C;AL IV ° ,� _ 0 SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 °o _ 00 �- O 00 O 0 = O = N = 00 - + I` + O + + > �p M -ro 0 = 0 0 - O 0 W + rn w N W -- 0^ N`O + + > O (1) ry) �c 4- 0> N Q n00 + N �N + O ++ 0= 0m N _m N Ld - Ln W �. + Ih W O - N co(V W � > > 1 °45 -� 2.00% ETW t 2.00% D I R T BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga023.dgn IS IN INCHES w Dist COUNTY O O 0 TOTAL LO ES TOTAL PROJECT No. SHEETS O� (D M 12.3/14.1 62 0 O to rn ° ° ° ° �I SOON F + + 09-08-11 + + + THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL LO E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED 0 C;AL IV ° ,� _ 0 SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 Lfi Lf) �- O _ L(� O� In = O = N = 00 - + I` + O + + > + O M -ro 00 m r -- M W c9 rn w N W -- 0^ N`O N~Ocfl O �c 4- 0> N Q n00 + N �N + O ++ 0= 0m =O _m Ln + �. + Ih CD O N O - N co(V N 0 = > > > lf)C9� �� > > Of > Ln = �= O O m N (U ` (ll ` N • ` >� >� + ° —� —N - —� —� —� —Ln W W N W pr) Ld � W O M W M > W ° N Ld I`M m cr-� D I R T BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga023.dgn IS IN INCHES w Dist COUNTY ROUTE POST MILES SHEET TOTAL O Q ES TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 62 624 S-u-� h Ct---t- C p W W rn ° —09-08-11, REGISTERED CIVIL ENGINEER DATE �o QROFESSIpNq` �I SOON F rn 0 ANN CHEAH 09-08-11 0 z 521 43 m PLANS APPROVAL DATE No. THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100V519L E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED 0 C;AL IV COPIES OF THIS PLAN SHEET, ,� PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 0.93%� 2.00% 2°00%� Q N M O Q ES N•• \ Q Q M N•• \ O O 0 � C p W W rn ° 00 J J • �I rn O +O 0 + + ,� 00 O� • = N ° ° O O� Ln - O- O O- 0-r-0 > > > co > M W N i.i rn w N W N 0^ N`O N~Ocfl O 0> N Q n00 + N �N + O ++ 0= 0m =O _m Ln + + CD O N O - N co(V N 0 = LC) lf)C9� �� +gym O = �= O O m N mom= >� >� + ° + ° - = N 0 m N + - O - m cr-� + + > W N o oOOmo�o�>� ��- > �z� > o�� cvwN 6g5 + ++� > ��N N — 0a ° — N N — . —N N W r- — N Lu > _ > > 6� W W NW W N N NW � 4 I(D N W� W W � 0.93%� 2.00% 2°00%� 0 1 2 3 I i I i I i I UNIT 2232 2.00% J 0'-�O C-') 0 00D0(�)i 2 El I CONSTRUCTION Q N M O Q ES N•• \ Q Q M N•• \ O O 0 � C p W W rn 00 J J Ln° �I rn O +O 0 + + ,� N O� • = N ° ° O O� Ih - O- O O- 0-r-0 > > > co > > W N i.i rn w N W N 0 1 2 3 I i I i I i I UNIT 2232 2.00% J 0'-�O C-') 0 00D0(�)i 2 El I CONSTRUCTION DETAILS I:Lj .I 11133" & "B" LINE GORE DETAILS SCALE O. 1 11=20 PROJECT NUMBER & PHASE Q� C) 0 0 N O > 0 C-23 w �O O 0800000744 Q N M O Q N•• \ Q Q N•• \ O M n II II C p W W 00 J J �I DETAILS I:Lj .I 11133" & "B" LINE GORE DETAILS SCALE O. 1 11=20 PROJECT NUMBER & PHASE Q� C) 0 0 N O > 0 C-23 w �O O 0800000744 X 0� w r x w m 08 w w F - IZ N x O w Q O w U J F- W Z DATE �O J W W W J > W W 00 2 � 09-08-11 U N 0� w I om r POST MILES TOTAL PROJECT w m 08 z w F - a� o x --j w Q Q U — U F- J (n W DATE �O aw = W W Ur") u w ELEVATION CALCULATED PER CALTRANS AUX LANE PROJECT (EA 497501) TYPICAL SECTIONS WHICH SHOW 205% SLOPE. Dist Z ROUTE POST MILES TOTAL PROJECT a Q 08 z w F - o = x 624 U Q Q U 09-08 -1 1 F- z REGISTERED CIVIL ENGINEER DATE �O QROFESSIO 4<' Z W W LL- Q 00 z J J 09-08-11 Q 52143 m Z DATE No. Q THE STA TE OF CAL OR AGENTS SH,4L L THE ACCURACY OR COPIES OF T1115 RL IFORNIA OR 1 TS OFFICERS NOT BE RESPONSIBLE COMPLETENESS OF AN SHEET, �x FOR sT SCANNED qTF Exp . C I V I L OF CAL IFo�� Q, tiP PARSONS 3200 EAST GUASTI SUITE 200 ONTARIO, CALIFORNIA z SANBAG 1170 W 3RD SAN BERNARDINO, STREET CA 92410 O � u ELEVATION CALCULATED PER CALTRANS AUX LANE PROJECT (EA 497501) TYPICAL SECTIONS WHICH SHOW 205% SLOPE. Dist Z ROUTE POST MILES TOTAL PROJECT SHEET No. O 08 SBd 10 F - 12.3/14.1 N•� x 624 S -0-`n h C& Q Q --t- 09-08 -1 1 F- REGISTERED CIVIL ENGINEER DATE �O QROFESSIO 4<' W W QSOONF O 00 ANN CHEAH J J 09-08-11 52143 m Z DATE No. ELEVATION CALCULATED PER CALTRANS AUX LANE PROJECT (EA 497501) TYPICAL SECTIONS WHICH SHOW 205% SLOPE. Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 08 SBd 10 O O 12.3/14.1 N•� 63 624 S -0-`n h C& Q O --t- 09-08 -1 1 F— REGISTERED CIVIL ENGINEER DATE �O QROFESSIO 4<' W W QSOONF w 00 ANN CHEAH J J 09-08-11 52143 m PLANS APPROVAL DATE No. Q THE STA TE OF CAL OR AGENTS SH,4L L THE ACCURACY OR COPIES OF T1115 RL IFORNIA OR 1 TS OFFICERS NOT BE RESPONSIBLE COMPLETENESS OF AN SHEET, �x FOR sT SCANNED qTF Exp . C I V I L OF CAL IFo�� Q, tiP PARSONS 3200 EAST GUASTI SUITE 200 ONTARIO, CALIFORNIA ROAD 91761 SANBAG 1170 W 3RD SAN BERNARDINO, STREET CA 92410 BORDER LAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800gaO24.dgn IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 CONSTRUCTION Q a N M O O N•� Li Q O \ O F— n� II II Z W W w 00 J J Q L_I_J � C \ J m I X X Q O 3: Z O m m N U U x � II U II E °' ^ Z w o L ~ Q J ~ — �L L/') U N N 0 CL BORDER LAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800gaO24.dgn IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 CONSTRUCTION DETAILS I.wl "1-10" & 11134" LINE GORE DETAILS SCALE ' 1 11=20' PROJECT NUMBER & PHASE a- C) I -- 0 — O N O > O C-24 w Q-- C:) J O 0800000744 a N M O O N•� \ Ln Q N•� \ O M n� II II C p W W 00 J J DETAILS I.wl "1-10" & 11134" LINE GORE DETAILS SCALE ' 1 11=20' PROJECT NUMBER & PHASE a- C) I -- 0 — O N O > O C-24 w Q-- C:) J O 0800000744 X ASH H - -------- 0 J' O w O w U J w z J w J > w w U V) a w 2 U z Q Q 2 ''A'' LINE 705 'n 6 7 8 r`n(\Ir-` 0, Dist COUNTY ROUTE POST MILES SHEET TOTAL F - TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 64 624 F- 09-08-11 r) - REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` C:) SOON F ANN CHEAH 09-08-11 0 52143 m PLANS APPROVAL DATE � No. cn THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF z THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 7 8 r`n(\Ir-` 0, LLJ IRT Z O F - x ::r F- \ m r) - n. I- C:) X X cn z (D m m Q O O F --I F --I N U U x � O LLJ IRT nTRT BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga025.dgn IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 CONSTRUCTION DETAILS "135" & "B" LINE GORE DETAILS SCALED 1 =201 PROJECT PROJECT NUMBER & PHASE C-25 0800000744 Q N l9 O N N•• N•• \ O M n II II C p W W 00 J J m a- wW F-- !>�: C) o O N O > O w �o O Q W \ m I n. I- X X Q (D m m rr, O O F --I F --I N U U x � Q n U II n II L� E C:) N ^ Z w II L Q J ,c ~ �L V) U N N D d nTRT BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga025.dgn IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 CONSTRUCTION DETAILS "135" & "B" LINE GORE DETAILS SCALED 1 =201 PROJECT PROJECT NUMBER & PHASE C-25 0800000744 Q N l9 O N N•• N•• \ O M n II II C p W W 00 J J m a- wW F-- !>�: C) o O N O > O w �o O X PE: Of ROUTE x r m o w U W = u TOTAL rz 0 w TOTAL PROJECT cl. L/) 08 O w 12.3/14.1 O w S -0-`n h CJ`--- U J 09-08-1 1 W Z REGISTERED CIVIL ENGINEER J W QSOONF J > 09-08-11 W W No. 2 OR AGENTS SHALL NOT BE- RESPONSIBLE FOR sT tiP qTF U V) PE: BORDER LAST REVISED 7/2/201C _-----,•R4.. LINE 1 JAVVUU I & JUIIN Puic�- P�m- 2 Dist x ROUTE I om w a� _j U — J Ul aw Uc� r m o w U W = u TOTAL rz 0 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 65 624 S -0-`n h CJ`--- 09-08-1 1 J�NgC REGISTERED CIVIL ENGINEER DATE �O QR�FESS QSOONF w 09-08-11 52143 m PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA OR 1 TS OFFICERS Exp . Q, CIVIL OR AGENTS SHALL NOT BE- RESPONSIBLE FOR sT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF T1115 RL AN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 � a a z w 0 _ U U z o z Q z Q z 0 u z 0 x I— Q F_ c/7 Z Q Li O F_ z W Q W � C J m I n X X Q O 3: Z O m m I O N F --I U F-- U I x � II U II L� E C:) Z w o L ~ Q J ~ - �L L/') L) a) N 0 CL BORDER LAST REVISED 7/2/201C _-----,•R4.. LINE 1 JAVVUU I & JUIIN Puic�- P�m- 2 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 65 624 S -0-`n h CJ`--- 09-08-1 1 J�NgC REGISTERED CIVIL ENGINEER DATE �O QR�FESS QSOONF ANN CHEAH 09-08-11 52143 m PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA OR 1 TS OFFICERS Exp . Q, CIVIL OR AGENTS SHALL NOT BE- RESPONSIBLE FOR sT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF T1115 RL AN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 w w N O v ^ IY) IN co MC9 O Ln Ln D + 00 - 00 � O 0�L- 00 00 00 00 ;1 ';3- O (0Ln 00 LO n 00 r-- Ln f-- r` Q0 OO LO m n c\j 00 O O N Ln + + ^00 = I 00 N OI� O O m � 0 - - O O tap O O m O m OO OO O0 ' OM 0 _ c 0 0 0 + + 0 + + Lf) 4- + Lo> _ > � > � > _ > � > = > � > � > __ > c � � > Q � � > rz — � N, — � N� — � > � > � O tz N Ln N N — — � N ` — W - L1J N W = L1J N W L9 N Ln N� N N (1) Lc) W- �` W- N, _ In _ _ —� —N —N —� - —N LTJ �W 71OWN Ld � —CV IJJ- 1 wN W= WN 2 LF -FW + ..B.. 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CIVIL P ATF OF CAL IV V 3RD STREET RNARDINO, CA 92410 w w7 �c F- SUALL O -1 .TAILS )ENING MP C-27 USERNAME =) p0026551 RELATIVE BORDER SCALE 0 1 2 3 BORDER BAST REVISED 7/2/2010 DGN FILE -> 846800ga027.dgn IS IN INCHES I I I I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000744 a N Q O O N•• \ �O Q N•• \ O M n II II C p W W 00 J J m a - W W F-- !>�: Q C) o O N O > O w �o O � C \ -i m I n F-- X X1-4 Q O m m rr, N U U x � Q � U II II E O „ Z W II L ~ Q J 1 �L (� V) U N N D d SUALL O -1 .TAILS )ENING MP C-27 USERNAME =) p0026551 RELATIVE BORDER SCALE 0 1 2 3 BORDER BAST REVISED 7/2/2010 DGN FILE -> 846800ga027.dgn IS IN INCHES I I I I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000744 a N Q O O N•• \ �O Q N•• \ O M n II II C p W W 00 J J m a - W W F-- !>�: Q C) o O N O > O w �o O X 0 w m cn o > III w u') 2� > w w � o a 0 K I om r w m a� o -J z W D U U U aw = Ur-) U r'r O x SHEET O w x TOTAL PROJECT n 6 08 O w 12.3/14.1 O w W U J 0 w z REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` J w � ------------- > o w w � a Q U V) K I om r w m a� o -J z W D U U U aw = Ur-) U T-- I -;zj- �-- C-- O x SHEET O 0 x TOTAL PROJECT CONC 6 08 Q 10 12.3/14.1 67 O W w --t- 0 —09-08-11, REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` C p N- I � ------------- U o 3.00% w � a Q z Ld z O _ E FOR ST �P qTF THE ACCURACY OR COMPLETENESS U COPIES OF THIS PLAN SHEET, w = U SANBAG 3200 EAST GUASTI ROAD Q z o I' z O LL- a z z Q w z O v T-- I -;zj- �-- AWCUT &JOIN Exist Pvmt �smm��..,.md BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga028.dgn IS IN INCHES EB Rte 10 0 1 2 3 I I I I I I I UNIT UNIT 2232 Dist Z O - SHEET O 0) x TOTAL PROJECT CONC 6 08 Q 10 12.3/14.1 67 O W I� --t- 0 —09-08-11, REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` C p N- I � ------------- U o 3.00% w � = ,� 3.00% � z THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL Q E FOR ST �P qTF THE ACCURACY OR COMPLETENESS w COPIES OF THIS PLAN SHEET, w = U SANBAG 3200 EAST GUASTI ROAD Q 1170 W 3RD STREET Li I' AWCUT &JOIN Exist Pvmt �smm��..,.md BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga028.dgn IS IN INCHES EB Rte 10 0 1 2 3 I I I I I I I UNIT UNIT 2232 Dist Z ROUTE POST MILES SHEET O 0) x TOTAL PROJECT No. SHEETS 08 Q 10 12.3/14.1 67 624 S-u-� h CC \ O --t- —09-08-11, REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` C p SOON F W W 0 ANN CHEAH 09-08-11 0 521 43 cn PLANS APPROVAL DATE z No. THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL Q E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED 0 CAL IV COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET Li SAN BERNARDINO, CA 92410 O z w Q L_I_J � C \ m I n I-- X X1-4 Q o m m � N U u x � Q n U II n II Li E O N ^ Z II 0 w -< L ~ Q J ~ - .L V) U N N D d AWCUT &JOIN Exist Pvmt �smm��..,.md BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga028.dgn IS IN INCHES EB Rte 10 0 1 2 3 I I I I I I I UNIT UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL 0) TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 67 624 S-u-� h CC \ O --t- —09-08-11, REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpNq` C p SOON F W W 0 ANN CHEAH 09-08-11 0 521 43 z m PLANS APPROVAL DATE No. THE STATE OF CAL IFORNI,4 OR ITS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED 0 CAL IV COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 CONSTRUCTION W, + N N f�- I C3U 4- I— Uw ww z_ _ J w = Li U Ln I— Q I a N 0) O cv N•• \ C9 Q N•• \ O M n II II C p W W F -- --Op 00 J J DETAILS Q� AUXILIARY LANE WIDENING C) O "I-10" EB ON RAMP SCALED 1 =201 PROJECT NUMBER & PHASE Z o O N I C-28 w O 0800000744 X 0 w m cn o > III w u') 2� w w K X —X X --------- _X X X \ SAWCUT & JOIN ----E�st Pvmt 6 725 A A O Ln O + + O O O 6� + _ 4t,% O V I L9 rr _ X X O o w n C:) m n 00 ° �--� ° = 00 O w U � �------- - �-3.00%------- O w L(') U J C:) w z _ J W Ln J > 0= w w 00 > ° o+ U L U V) K X —X X --------- _X X X \ SAWCUT & JOIN ----E�st Pvmt 6 725 A A O Ln O + + O O O 6� + _ 4t,% O V I L9 X OO O _ + W I`- N N X O o 0 n C:) m r m 00 ° �--� ° = 00 ° = 00 U � �------- - �-3.00%------- n II W L(') L.IJ E C:) w W W s o _ a� _ Ln O 0 00 0= J W _ II 00 > ° o+ U L 1 0 � o ~ O Q + J ,c -J z w O � --q LO W o U N Q Q0 W 00 > -F- 0 u— U C 4- I`n W a w = > 000 > > °O Ln -F- Uo U O 0 I� W r-- W QO X OO O _ + W I`- N N X O o 0 n � > I � II > O U � �------- - �-3.00%------- n II z L(') L.IJ E C:) w W W s o _ aQ _ Ln ^ Z z O = U J W _ II 00 > ° L U L v z � o ~ O Q + J ,c LL -Q Q X- �L z LO W o U N Q Imo- Q0 W 00 > e r n � X X1-4 Q O m m rr, O F --I F --I C:> X NU U OO O _ Ln X Q o 0 n U > O II O O N n II z L(') O E C:) w + _ O -- ,- O ^ Z w > I`n> CO > II 00 > ° L 0 W L Q I` W Q0 \ J ,c ~ Q W �L V) LO W LO U N Imo- I W 00 > 0 � 0 C O W r n � X X1-4 Q O m m rr, O F --I F --I C:> X NU U NOd NO m1m 3.00% —3s9". OO O _ Ln X Q o + n U > O II O O N n II LL L(') O E C:) + N O -- ,- O ^ Z w > I`n> CO > II 00 > ° L 0 W L Q I` W Q0 \ J ,c ~ C9 W �L V) LO W LO U N Imo- I N D d 00 > NOd NO m1m 3.00% —3s9". 0 OO O _ Ln 0 O o + + O > O O O O N oc _ Ln L(') O � � + I O -- ,- O Ln - > I`n> CO > 0-) 00 > ° L 0 W N I- W 0 � (D W I` W Q0 \ 0 --------------- - - - - - -�- 3.00% D I R T C O (TYPE 60 + MILD ii SBD O X LpO N 0) O 0 O o + O O > O - O O O oc � L(') + -) I + 0) O -- O Ln - O O 0-) > L z ,;:3- + O 1 O W C9 W LO W LO W LO SAN BERNARDINO, CA 92410 Imo- I > 00 > 0 ° 0 - O W I,- W C9 --------------- - - - - - -�- 3.00% D I R T C O (TYPE 60 + MILD ii SBD 10 O X LpO N 0) O 0 O o + O O > L0 - O O ` oc � L(') I 00 0 + REGISTERED CIVIL ENGINEER DATE �o QROFESSIpNq` O -- O Ln �- Ln + O 1 > OR AGENTS SHALL NOT BE 1?E5100N519L z 0 - + Ln v W C9 W LO W LO W LO 10 ETW 3.00% 00% — ES O W ii 54 Nil .m + X LpO N 0) O 0 O o O O O > O - O O ` O � L(') I 00 --t- + REGISTERED CIVIL ENGINEER DATE �o QROFESSIpNq` - O -- O Ln 09-08-11 Ln + o 1 > OR AGENTS SHALL NOT BE 1?E5100N519L z 0 - + Ln v W C9 W LO U N O SAN BERNARDINO, CA 92410 Imo- I �IL)i � ETW 3.00% 00% — ES O W ii 54 Nil .m ASPH"I-10"E9 LIN + X LpO N 0) O SHEET O o O O O > 00 - -00 W rl- I ASPH"I-10"E9 LIN WB Rte 10 EB Rte 10 Dist O 0 � N 0) O SHEET O o O O No. L1 / I O H 12.3/14.1 O � S-u-� h CC - --t- + REGISTERED CIVIL ENGINEER DATE �o QROFESSIpNq` -- + ANN CHEAH 09-08-11 O > � No. > OR AGENTS SHALL NOT BE 1?E5100N519L z 0 - COPIES OF THIS PLAN SHEET, Ln O W C9 W LO U WB Rte 10 EB Rte 10 Dist COUNTY ROUTE POST MILES SHEET O O No. SHEETS 08 SBd 10 12.3/14.1 68 624 S-u-� h CC N --t- + REGISTERED CIVIL ENGINEER DATE �o QROFESSIpNq` F ANN CHEAH 09-08-11 0 z 521 43 m PLANS APPROVAL DATE � No. THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS ix Exp. C OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST qTF THE ACCURACY OR COMRL ETENLc-55 - COPIES OF THIS PLAN SHEET, Ln - -_ SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET o O SAN BERNARDINO, CA 92410 Imo- I ° ° r Ln -F- C:) > 00 Z - � W f` U W WB Rte 10 EB Rte 10 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 68 624 S-u-� h CC --t- —09-08-11, REGISTERED CIVIL ENGINEER DATE �o QROFESSIpNq` F ANN CHEAH 09-08-11 0 z 521 43 m PLANS APPROVAL DATE � No. THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS ix Exp. C OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST qTF THE ACCURACY OR COMRL ETENLc-55 OF SCANNED of CAS IFp�� COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 730 BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga029.dgn IS IN INCHES 0 1 2 3 I I I I I I I UNIT 2232 Q O— N C9 O� N•• \ �O Q O N •• \ O M n O II II i � p W W 00 J J CONSTRUCTION DETAILS Fa-- 1 >�: W W AUXILIARY LANE WIDENING z � O 2 O "I-10" EB ON RAMP w o Q --O SCALE D 1"=20'C-29 a o J O PROJECT NUMBER & PHASE 0800000744 P_ K4 0 w w CL V) 00 w U J w z J W J > W W 2 � U_ (n I om w m Q� o 1z w Z � (, U _j cn w aw = U 0 U Q w U 0 z Q O O L0 Ln ` + a Dist COUNTY ROUTE N N CB (TYPE 60C) SAWCUT & JOIN ° Exist Pvmt 08 SBd 10 (.00 o + + ^� O O O --O _ � + - ^ O + O o O O O POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 12.3/14.1 69 624 M - + — AIf LINE + ^ O ^ O REGISTERED CIVIL ENGINEER + .6? Q N Q _ Ln - rr-O O + -o � - WB — oN 4- O = o = o - O = 09-08-11 09-08-11 RpFEss Io DATE �o SO N ANN C EAH 0 521 43 m Ln > 00 `� � v LL O O - --- Nps N --N -+--ON �PLANS APPROVAL DATE � No. --,�, . — M �N Rte 10 �, �� � 0 c o� �� Exp. Lc) N a N - —> - -> Q0 6) 00 � ` � , O THE STA TE OF CAL IFORNIA OR ITS OFFICERS ' W rr) W Ln - Ln- . N a > �- > OQ_ _ _ I` M 00 00 O OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� CIV IL �P W M W Ln - Ln - O N . N ° - - > N > `- > rr) > O + THE ACCURACY OR COMPLETENESS OF SCANNED _ - - - W M W Ln — Lo — 0) . N : q) e - d- OF CAL 1F _ _ - _ - _ _ W rr) w � — Ln — p� — 00 — Ln 0o I-- COPIES OF THIS RL AN SHEET LL I=---- - ----- _ _ I _ _ _ _ W PARSONS SANBAG 2 +'� SUIITOE E200 AST GUASTI ROAD 1 1 70 W 3RD STREET _ _ _ _ _ _ _ - - - - - - _ O ONTARIO, CALIFORNIA 91 761 --- SAN BERNARDINO, CA 92410 --- � - -- ----------- J - - - ------ W ----- ----- -- - --- ---- --- - ---- LIJ -- - - -- m J ---------- � - - - -- W -- - - - - - - --------------- - ----------- ------ ---- = W 00 ^ ---- ---- U COro ro 0 00 Ln 0 00 00 rn-- —o ° M e N� Ln� �°° ���ao Q ° . . rte- . �, -- ,�, -- -- E �- • � N . M + '�+ �° �0 co �; Rte 10 o ood" - �' Lo .� rn`° o= 0= 0_ O + + + �0 6, Ln 00� �00�0 � — - 0_- o _ O + + �- + o + + m m m -m -- �_ �_ - 0=--0 0= CD co co co 17 �_ - 4- > �- � + B LINE 3> a� > + � � > � 4 w w wo w. - ww — w_j — — ww — Lu _ Ln rn w Ln 6' w O owoNo ° ° 00 ro ao LCA M O 60 ro Q M Q �0 U) ° Ln 4 SAWCUT & JOIN ro `T rr'8 O 0 O + - - O- . a-0 O O O O O O O O + Ln O Ln Ln O Ln P. 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'\ CIVIL tiP ATF �F CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 Qo Ex i St Pvmt co O Qo LO O O O O 6,0 00 O ''AllLINE + + O + O rr) Ln ro O -+ o + o o� o O m _ + N L = + °Q + Q Q + Q + Q QLn+ LnLLn (o= _ �= ° Q co + + rn Nc\jn c\jQ :: a O+N Q N NQ C\J Q N r,_ O 0oO oO_WB 0- O+N QNQ N O 0 ORte 10 > I > > O 0> o -Qo wrn w wrn L�I� wc�o w� wrn w� 2 w� w� ��o L�v �� rnIN WM wrn w� w M Q I --- --- ---- --- _ ---�i3o0_0_%---- ---------------------------- -- --- - - - - -- ----- ----------- ---------- 3°00/ _ -- --------- ---------- --- -- - -- --------- - - - - ---------- - - - - -- --- -- -------------- N N CO CO ^------------- w 2 ^� Ln 00 apo 0-) �rn 2 ^� z� In . Ln° + °O + O . T- � M I'r? Ln Imo- Ln Ln oo co r` ° O I` f` N ° Ln ° Ln ° p� J ° ° ° EB o _ _ Ln - �o ° �o O Ln 0 Ln CV Ln m N m LO p7 -6 QO d- Ln c\jC. 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LINE �' o+ ^O Lo o O 0 O �aa�, ,� 09-08-11 oFESSI - aD Q • = Q a- Q ' _ — — — m + + 0O m O ro REGISTERED CIVIL ENGINEER DATE PR °Nq 0 - N N 4- - N +-- 00 + 00 = ao = r-- _ 00 Q _ O ^ O l o 0 Oro — -N Q - _ Q = rn = + + — + ` �� SOON — A A >-o - - ao v� 0, WB o� o _ - Noy- N N_ 0) 0) °_ Q o a 09-08-11 w 52143 m M N Rte 1 0 O O 0 + — — ON O� O O + PLANS APPROVAL DATE No. I — LD — c�F a) •• Q) ° > > I` _ N rn `� M �M � O N� N + !1 1r eL w V Q0 — a -> N-- > 00 00 r, O O O Y Y U w t`n - N �f - - '-' ` v ` � THE STATE OF CAL IFORNIA OR ITS OFFICERS p - w M w IT - to - a) . a) > > cr Ln �CIVIL W rn w Q - N � . N _ >_ »0 v N �+ O OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST P V) _____--- --- SS OF SCANNED w � w Q _Q0 - N � � . - -> N _� � _- � + THE ACCURACY OR COMPL ETENE qTF OF CAL `F��� W _ _ _ - ___ _ _ _ _ _ W M 2 w M w M e O COPIES OF THIS PL AN SHEET z(= ---LL ------------- ---------- ---- - - - - -- - - - - -- - -- ---------- W M w � w � w M ~ J PARSONS --- - - - - - - - - _ p 3200 EAST GUASTI ROAD SANBAG J O O ---` -N----------- ---------- ------ --- ---- --- - - -__ --- ----- ---~4-a--� �-� SUITE 200 1170 W 3RD STREET o W N O e �' f` � � N -------- -------- - -- ----- --- _ _ V)O ONTARIO CALIFORNIA 91761 SAN BERNARDINO, CA 92410 ---- - --- Q D = = �0 C\J + N + 0-)- �1M0 00 � ----------- — z O N + cN — -- - - - -- > -- - - - w `Q�Ir? ,) V V 6coNN O + + EB 0)m-- O oCIo 00 J LLJ Go m -0 O + + M - O QN WO= 0>Rte 10 N ao w 9 > + + 0) 0) e , n >�700— - >_ -�m m- o= = N o N Q w m — L`' J a) -i w ��B�� LINE > +1 v - - CO Go — o CO 0 + o + co rn w — J w J > - >= m m - co m r` w. _ 4-2-4- q) >_ - ° ° co � m 0-) a) w J > -� — -� Ln O w o0 0o — , J w J > -E- SAWCUT & JOIN '� rn `� ° M w N w — N Exist Pvmt CB (TYPE 60C) ° rn ro w 0 w qS FrH U -i M - Q- M W z JW J > ULIJ CB ( TYPE 60C) SAWCUT & JOIN � Exist Pvmt - ------ 0 O O AS P H a O O 2 Q Ld 2 U 0 z Q ^ LI) O1-1)++_ O _O O O O O O ,0 ^O O +0 O O O O 0 O O O O O � ,+ +705 o o + + 1 o a a �Lr) LINE ++ — ^ ._ Q QO O re)Q Q S 10 oa'rnC 0 Lna Q Lo < a ;°a _ _ M= 'q- r1() 0 OOO�O O Q N NNI� ry) p- + +- O I+M+ O0+O� O� 0+ M r)A- 0� M �Q:� 0 _> Ln LL Q) Q) rn - Ln Ln 'q- r` c0 w rn_ ° Rte 1 0 - _ - -� - a, p� -I- w rn w N > 6�- - -- --- > to > Ln > fV > W > > Ln > - -- > rn > P� -- -- > > d'Ln � � - _ - - - - - - - - w rn w w M W `T W M rn Q) N • a) a) a) N Ln - Ln - O w Ln w rn .1 - WO - __ W W M W Q 2 W M w Q w M W d" w M Lu -q- Ln W W w M W W M W ---- Ln �O zm_ _ -- ------ --- -------------------------------- -- ------- -,Q -- --------------_----- --- - ___- -------------- ------------- zw P-1 cn =W - - - - - - - - ---- 3.00/ --- - _____ ___-____ ___ _ _-____ _____- -- --- --- ---- - - --- --- H S_V Ucn 00 __________ __ __—___ 3°00�-3 °-- --- --- --- - --____--------____ __ --------- _ _= _-___ _--- ---- ----------- --- ------ - ----------- -- =w I-- 0 W I ----- - ----- '� e00/ 2 --------- - -- -- ------------- - --------- --- -- ----- --- ------ Ucn Q 6� N c9 O Ln �• rn pp ----------- - — ° N ° N v co M ^ - - - -- -- ----------------------- Q NQ - e � - - t9 ° e rn . 0 .- co ----- --- ------------- -------------- N + 0 + 0- - ' Ln -d� - O- Lf) O . 61 ^ O rn N N ---------------- ---— — — — — — — — — — — — — — — — ------ O = _ + - N - - -- Q c9 c9 N + Q Ln IM N 6� LO N ^ N rn ^ - -^ - - __ ° - - _ _ ° ° e e O >� � m m N + O+ N� O + O + OMS O- �� EB O �-�� - � 00- C6 O � O� O � `- 1.n � � � OM rn� -- ----- -- - -- • ° . e ° Ln e �- - > - — — COm _ o = SAWCUT & JOIN o + ,.r, m o + . d- • N Q0 co a, o -- `- -- - > _ + - - v __ > __ — - m .-- _ — E x i _s t P u m t - o = - 0 - ,.,, _ Rte 1 0 I i + o + °' . 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O 1 N 1 � 1 rn I Ln = ° O M Ln M Ln � th 1 -- - - - - —+ I O J+ry) O TO O , O M > 4- -< WB J O 4- co > r'r J > > a) (1)F- Rte 10 > > , 0') — -- Ld Ln r a) 0 Ld _ (5) _ ° --- ------- -7 O N N O _N � M -� - . w� w � w�- WW - Ld `- W -------------- --------------- 1 z O W w N ------ --- -- I --- - I W- - - - - - - - - - - - - - - - - - - - - - J \gym 1 T 0 - 6>I- -- - - - - - -- 0� + F- °rn 0- O= LL X X r'r- O r- 0 o 3: �_-w - Omm p � LLJ ~ E B co W- - - - - - - - - - - - - - - - - - - - - - J \gym 1 T 0 - > w0 0� + M °rn 0- CO LL X X Q O J o 3: �_-w - Omm =W ~ E B co Q Rte 10 rn n Li z °' ii w o "B" LINE > L uj J j ~ Q w Q •- C c/") U L N N o d BORDER LAST REVISED 7/2/2010 4- (D ` e ` Q e O Ln rN �+ O rn co -10 6> T 0 - T- -- e 0� + M °rn 0- O 71 �_-w USERNAME=>p0026551 DGN FILE => 846800gaO32.dgn Lu 2 IlI_10ll LINE --- ------------- --- - - - - - - - - - - - - - - - - - - I 2 I — — — — — — — — — — \ — \ �Ln �N Ln ter` ^ --O �O lYO �-O, rOn O -<Mo�Ln Ln �+c J0)NJLn IYO��O + + O ^ � ° -- - Mrn_ e _M �Nv0 M NO +NOMo n N0rN0 0 rn .0 rn �+ M �+ rn + rn + rn •cO O�' OO 0 - OO- O O rn- On - m Ln m- - - - > - > - .w- w w W W w w RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I +-T- 0N 0 rn �+ I UNIT 2232 3 L CONSTRUCTION DETAILS -- — 11 A 11 "I 10" & "B" LINE MEDIAN DETAILS SCALE: 1 "=20' PROJECT NUMBER & PHASE C-32 X J' 0 > w o- w C-- < z 0 U z w z Q w z 0 U CONSTRUCTION NOTE: O1 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH, PER CITY OF FONTANA Std PLAN 1002. n —j 0 X Q cn z Q O z w Q w c o o 0 X X Q O z 0 m m 0 O N U X � U ^ Z N W nL ~ ll:�c *1 J - ~ ~ U .L N (/7 V) 0 a_ L�— 40070' Lt 41 057' Lt 42 ,>4,4' Lt 43� 31 ' Lt IIS" +75 11S�� +00 +25 S +50 1004.79' 1004089' 0104.99/ 1005.09' FL FL FL FL I40 Lt f - ,'S 1 4+55 (1 4o70')FL- -- - -- - ,► 4► D 4/ � P35' 4' i 7' Rt "S" +55 / \ (1004o99')FS MATCH Exist SAWCUT & JOIN Exist Pvmt 52 47050' Lt "S" +70 1005098' FL 44.19/ t 45006' Lt 45� 9,3' Lt 46� 80' Lt S5 ��S�� +00 S +25 S +50 1005.11 ' 1 005 0 33' 1005.57/ 1005080' L FL FL FL 17.50' Int �0 0 15.1 5Lt 15.99' Lt 16 83' Lt 1 006o3g' inn S +25 S +50 FS 14048' Lt "S" +80 BCR 1005090' FS 1006.01 FS 1006.14/ 1006028' FS FS Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 72 624 S-u-� h Com--- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR I TS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PL AN SHEET PARSONS SOON c �� ANN CHEAH - z w No. 52143 Exp. JT CIVIL tiP ATF �F CAL 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 47050' Lt 47050' Lt 47.50' �t 47050' Lt 47050' Lt 47050' Lt 47050' Lt ..5.' +00 ''S'' +25 ��sll +50 ��5�� +75 ��S�� +00 ''S'' +25 ll5il +50 1006.24/ 1 006.46/\ F_L FLl 1006.67' 1006.89/ 1 007.1 0' r F FL FL 1007.32 ' FL 1007.53/ FL 'S'' LINE 15 6 7 -------------------------------------- --------------- ----- ---- -------------- - JR 7----7' Rt 10048'1 01 5' Lt 1 1 099' Lt 12083' Lt 13�50' Lt 13�50' Lt 13�50' Lt 1 3�50' Lt 13�50' Lt 13�50' Lt 1 3� 50' Lt 13�50' Lt "S" +80016 ��S" +00 "S" +25 ��5�� +50 S +70 S +00 S +25 S +50 S +75 S +00 S +25 S +501 S +00 1005.98/ F S 1 006 0 09' 1 006 0 22' 1 006 0 36' 1606 0 4 7' TD -06.61 ' X606 0 72' 106 0 84' 1006.96/ X007 o O8' 007 01 9 1 007.31 (1 005020 )FSFS FS FS 7' Rt FS FS ?' Rt FS SLOVER AVE 11s'?+Do S +00 ..s.. +oo (1005e69')FS (1006v09')FS (1 006o58')FS - - CURVE DATA — — -- - —� Lt- �7 50� Lt �� 0--11-7 e 5fl' Lt L 1 X 50' L 1 �e fi e 5-0'� 1 +00 IIS" +25 ..5.. +50 ��S�� +75 "S" +00 "S" +25 "S" +50 1006.53/ 1 006.(o-4/ 1 006.76/ 1 006.88/\l 007.0 0 / 1007.1 1' 1007.23/ FS -FS —FS �S FS FS FS 'S'' LINE 15 6 7 -------------------------------------- --------------- ----- ---- -------------- - JR 7----7' Rt 10048'1 01 5' Lt 1 1 099' Lt 12083' Lt 13�50' Lt 13�50' Lt 13�50' Lt 1 3�50' Lt 13�50' Lt 13�50' Lt 1 3� 50' Lt 13�50' Lt "S" +80016 ��S" +00 "S" +25 ��5�� +50 S +70 S +00 S +25 S +50 S +75 S +00 S +25 S +501 S +00 1005.98/ F S 1 006 0 09' 1 006 0 22' 1 006 0 36' 1606 0 4 7' TD -06.61 ' X606 0 72' 106 0 84' 1006.96/ X007 o O8' 007 01 9 1 007.31 (1 005020 )FSFS FS FS 7' Rt FS FS ?' Rt FS SLOVER AVE 11s'?+Do S +00 ..s.. +oo (1005e69')FS (1006v09')FS (1 006o58')FS - - CURVE DATA No. RT T L 10 4000 I 88000/08 3086 6014 02 4000 91059/52 4014 6042 03 4000 90000/00 4000 6028 ® 4000 90000/00'' 4.00 6028 �5 2000 180000/00'' - 6028 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga033.dgn IS IN INCHES 0 1 2 3 UNIT 2232 • H U 0 +w �W CONSTRUCTION DETAILS "S" LINE CURB DETAILS SCALE O 1 =20' PROJECT NUMBER & PHASE C-33 0800000744 N Q 0 o �co 0 �0 W w 00 Ww �-> a - o � z o o 0 u '0 w O a O K4 0 w w N 0 w U J w z J w J > w w U N X a r- v� z Q CONSTRUCTION NOTES: 5- CONSTRUCT CURB RETURN ACCESS RAMP, PER CITY OF FONTANA Std PLAN 1003. O3 CONSTRUCT MODIFIED CURB RETURN ACCESS RAMP, PER CITY OF FONTANA Std PLAN 1004. ® SEE SITE DETAILS ON SHEET C-43 AND C-44. (DDETECTABLE WARNING SURFACE IS REQUIRED FOR ALL CURB RAMPS. SEE CITY OF FONTANA Std PLAN 1003 AND 1004. 7' Rt "S" +75 1006.90' EP 40.5' Rt "S" +94.57 BCR CONFORM (1006.32') F L 49.5' Rt nn a I m� 66' Lt - - -- "C" +07.85 I 56.32' Lt "C" +50 ; 58' Lt "C" +00 (1004.35 )FS MATCH Exist 6' Lt "C" +50 (1004.81')FS MATCH Exist 8 "C" 18+50.00 MATCH Exist Pvmt 48.68' Rt "C" +50 (1003.50')FS MATCH Exist MATCH LINE Sta 18+50.00 SEE SHEET C-33 ° CD ,\\I cl 47.5' Lt "S" +75 1007.75' FL 47.5' Lt "S" +88.72 ECR 1007.87' FL 97.5 Lt "S" 88.72 � ro A/ 1008.281' FL 1 621.01'IL� 6 2 ..S'I' +23rA 100 .69' O 1009.10_ 3 66' L� �C" +96.71 BCR 1009.60' FL - - 1 and a?' F 1 50' Rt "C" +1 1 .12 BCR 1004.4 0' F L 1 \I r7- \---- 1 CURVE DATA F- R A T L 1� 50.00 900 54'00" 0 79.33 �2 2.00 I - - 6.28 03 z 890 34'36" 49.63 78.17 w 1.00 180000/00 - m �5 50.00 90°25'14" F - 78.91 © 2.00 18010 00'00" - 6.28 �7 Q 89°06'10'' 1 49.22 1 77.76 SANBAG 3200 EAST GUASTI ROAD w SUITE 200 ONTARIO, CALIFORNIA 91761 c 0 \ CO . ° LL X X Q C) 3: z O m m ry- CONSTRUCTION NOTES: 5- CONSTRUCT CURB RETURN ACCESS RAMP, PER CITY OF FONTANA Std PLAN 1003. O3 CONSTRUCT MODIFIED CURB RETURN ACCESS RAMP, PER CITY OF FONTANA Std PLAN 1004. ® SEE SITE DETAILS ON SHEET C-43 AND C-44. (DDETECTABLE WARNING SURFACE IS REQUIRED FOR ALL CURB RAMPS. SEE CITY OF FONTANA Std PLAN 1003 AND 1004. 7' Rt "S" +75 1006.90' EP 40.5' Rt "S" +94.57 BCR CONFORM (1006.32') F L 49.5' Rt nn a I m� 66' Lt - - -- "C" +07.85 I 56.32' Lt "C" +50 ; 58' Lt "C" +00 (1004.35 )FS MATCH Exist 6' Lt "C" +50 (1004.81')FS MATCH Exist 8 "C" 18+50.00 MATCH Exist Pvmt 48.68' Rt "C" +50 (1003.50')FS MATCH Exist MATCH LINE Sta 18+50.00 SEE SHEET C-33 ° CD ,\\I cl 47.5' Lt "S" +75 1007.75' FL 47.5' Lt "S" +88.72 ECR 1007.87' FL 97.5 Lt "S" 88.72 � ro A/ 1008.281' FL 1 621.01'IL� 6 2 ..S'I' +23rA 100 .69' O 1009.10_ 3 66' L� �C" +96.71 BCR 1009.60' FL - - 1 and a?' F 1 50' Rt "C" +1 1 .12 BCR 1004.4 0' F L 1 \I r7- \---- 1 CURVE DATA No. R A T L 1� 50.00 900 54'00" 50.79 79.33 �2 2.00 1 80° 00'00" - 6.28 03 50.00 890 34'36" 49.63 78.17 ® 1.00 180000/00 - 3.14 �5 50.00 90°25'14" 50.37 78.91 © 2.00 18010 00'00" - 6.28 �7 50.00 89°06'10'' 1 49.22 1 77.76 50/ Rt "C" C O -W R M - -- 1I 0 p� 1 7 F L I II 40.5' Rt "S" +1 1 CONFORM 1006.51 ' FL 1004.91 ' FL 61 .5' Rt "C" +29.79 64� 37' Rt 3 7 S'+67.52 1005.42' FL 1005.93' FL ,10.5' Rt COUNTY 6.$' Rt "S" 400 1 X TOTAL 1 0 7.3 ' FS ,ECR 11007.2$' FS i � II U No. 1008.43' VL 110.5' Rt SBd 10 .5 Rt 'S" + 5 E'I 624 1007.38 z° °' IIL v w � RpFESSI0 ~ Q ;10.5' Rt J ~ "S" 50 1'115" +501 ,1 007.33 FSX1 I - �L V") 1007.4 ' FS FOR �P qTF U N SEE SHEET C-35 COPIES OF THIS RL AN SHEET N o a- SANBAG 3200 EAST GUASTI ROAD 50/ Rt "C" C O -W R M - -- 1I 0 p� 1 7 F L I II 40.5' Rt "S" +1 1 CONFORM 1006.51 ' FL 1004.91 ' FL 61 .5' Rt "C" +29.79 64� 37' Rt 3 7 S'+67.52 1005.42' FL 1005.93' FL ,10.5' Rt COUNTY 6.$' Rt "S" 400 1 "S" +00 TOTAL 1 0 7.3 ' FS ,ECR 11007.2$' FS i .5 Lt "S" +1 8.7� No. 1008.43' VL 110.5' Rt SBd 10 .5 Rt 'S" + 5 "S" +25 624 1007.38 FS 41007.29' FS RpFESSI0 REGISTERED CIVIL ENGINEER DATE �o ;10.5' Rt 6. E I I' Rt "S" 50 1'115" +501 ,1 007.33 FSX1 I � No. m THE STA TE OF CAL IFORNIA OR ITS OFFICERS {x Exp. C I V I L 1007.4 ' FS FOR �P qTF MATCH LINE Sta 21+50-00 SEE SHEET C-35 BORDER LAST REVISED 7/2/2010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800gaO34.dgn IS IN INCHES 0 1 2 3 ; j ����0 06' 6'- \CQ \O x z6x XkX o S UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 73 624 S-cr`^ h Ct\- 09-08-11 RpFESSI0 REGISTERED CIVIL ENGINEER DATE �o SOON ANN CHEAH 09-08-11r 521 43 PLANS APPROVAL DATE � No. m THE STA TE OF CAL IFORNIA OR ITS OFFICERS {x Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR �P qTF THE ACCURACY OR COMRL ETENESS OF SCANNED OF CAL `F COPIES OF THIS RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 �Oo'- -X "S x D n m rm z m= �m + 0 I - - -- \ � a N O N ° \ O r,Or � p ww F- 00 J J CONSTRUCTION DETAILS w w "C" & "S" LINE z~ � o INTERSECTION DETAILS LLl I � O � O SCALE: 1 "=20' C-34 O PROJECT NUMBER & PHASE X 0 J' 0 � w m cn o > w w L > w w � o Q 0 n C/� 0 w 0 w U J W z J w � > w w U omr w m �Qo �z w U U � Lf) w aw = U o U 0 V / > o' w o- w a z 0 U z w z a w z 0 U Q w U z Q 0 + CV f`r) I c) U Q w �w cn = W zw W J U) CONSTRUCTION NOTES: 4O SEE SITE DETAILS ON SHEET C-43 AND C-44. 57.50' Lt 57.50" Lt 'lS" +50 "S" +00 1008.24 " F L 1008.06' F L , C 71 50 Lt I 7°50' Lt 57°5 Lt 57°5� Lt �+75 I "S" +25 "S" +50 "S" + 7°24 1008°13' FL 1 1008°03' FL 1008.03' FL 100 4' FL 48.18' Lt - - ,_\ 4 11SH +04 -I - - - - - -------I, (1 008°03, )FL r -- ------I � MATCH Exist ----- o _ � 38°50' Lt 11SH+27 1008.32' FS �- J -- ------ CONFORM u EB, z IO X Q F- r) z Q F- I O F - z w F— Q W o 0 X X Q O � � Z 0 m m o O c,\j v U �--� X � � U II z w o J � ~ J > ~ ~ U �L N (/7 V) 0 a_ 0 O O / v / Cll ° O i Q0- 0 0` 0 0 o O OO O °� O °Lp O °� O °Lp O °Lp O U1so O O �" °S O ---1-� "� cp O S O cp X cp -0 —� — S 0 L - 00 a 0 380, ' 11S��+5 106°8 CO FOR � X R t 00 FS 1 007 1 1 ' FS CONE RM CURVE DATA No. O � T C \ I 00 2.00 180°00'00'' - 6.28 SHEETS 08 SBd �� 12.3/14.1 �� 624 � 4 -4 - 09-08-11 �� ROFESS1O CC) �o �� U? o �, '� �, 09-08-11 CO o ° 40 co('7r, THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR tiP THE ACCURACY OR COMPLETENESS 3Fs O ° O — PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 z IO X Q F- r) z Q F- I O F - z w F— Q W o 0 X X Q O � � Z 0 m m o O c,\j v U �--� X � � U II z w o J � ~ J > ~ ~ U �L N (/7 V) 0 a_ 0 O O / v / Cll ° O i Q0- 0 0` 0 0 o O OO O °� O °Lp O °� O °Lp O °Lp O U1so O O �" °S O ---1-� "� cp O S O cp X cp -0 —� — S 0 L - 00 a 0 380, ' 11S��+5 106°8 CO FOR � X R t 00 FS 1 007 1 1 ' FS CONE RM CURVE DATA No. R A T L 10 2.00 180°00'00'' - 6.28 J tUU 1008°76' FS - CONFORM \ 0 O -> , -> I U) O U1 O I O OI O O S I � A- 0 �L -A- A--- - - - - - - - - - - - - -------------- � - - - - 39.07' Rt34 . 72' Rt 11S�� +00 S +30 1007 72' FS 1007°92' FS \ CONFORM CONFORM BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga035.dgn IS IN INCHES 38°50't X -Ls�� 1009°43' FS - -- - - -- -- - - -- CONFORM 6.5' Rt "S"---+ 00 ECR 1009°42' FS I 25 I -�D SAWCUT & JOIN 10°5' Rt "S" +00 Baff� Exist Pvmt 1009°53'FS SLOVER AVE CONFORM 34.51 ' Rt S 00 1008°44' FS CONFORM 0 2 3 -SPH 7' Rt 11S" +33 1010°17' FS CONFORM UNIT 2232 x T- 6 6 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 74 624 S-u-� h Com--- 09-08-11 ROFESS1O REGISTERED CIVIL ENGINEER DATE SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 7 --------------- 0 ---- -------- CONSTRUCTION DETAILS "S" LINE CURB DETAILS SCALE O. 1 11=20' PROJECT NUMBER & PHASE C-35 0800000744 N Q 0 o Ln cv co N as � o � 0 W w 00 J j m Ww a o � z O o 0 uI �o w O a O x Q:: w V) CL w ow o w w z J w J W w 2 � U V) Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 75 624 S-cr`^ h C� 09-08-11 RpFESSIo REGISTERED CIVIL ENGINEER DATE �o Q Nq� SOON ANN CHEAH 09-08-11 rn z PLANS APPROVAL DATE � No. 521 43 m THE STA 7E OF CAL IFORNIA OR ITS OFFICERS {x Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL tiP THE ACCURACY OR COMRL E7ENESS OF SCANNED qTF OF CAL `F COPIES OF 71115 RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 Ocp - = 01 �6' 6' 6) ' 6 '(5-1 � ' ' 6� 66� 6� 6� 6' ' O 6666669Ur-lO O- O - - - - - - - - - - - - - - O p � LA LA 9 D A 1> lr is (51 0 0) O 6 cP Cp A- k A- k k k A- ws O � cr ---\ o � o A -s O O O O O s O Nf _ -I 7 - PT 14' Lt "C" 24+93°64 > > > > > > > > > > > > > > > > > O A- PT 4' Rt OcJ oma- oI- Oma- o"- o� o� oA oX>- �r PC ��C�� 24+1 3.64 �' ° � o -> s A a> 0 ��C�� 23+703°64 0 6' o_ ° ° jr ° X ° ° X e' �, ° -r ° w °- ° m O Q � 9 1 -n - -n " -n - -n - -n - -n k -n - -n - o O � O kp k k J') cv U) k U) k -J Li IQ -D O is O isq n w O N k k Jk JJ� kO - - - - - / - - - - � o ---- N U ' k v, �'= 1 0 PC 8' Lt ----- - --------------- x o o s o - O C 24+53.64 - "C"LINE + w - ___ > Nw4 25 - 7 ' w = 6 CHERRY Ave 8 w w APPROACH SLAB W J = _ J O� � A� � z w 0oooooX oooX ooX Os Jr SEE Str PLANSv cQ � cuvQ Q Q � X> X .4 Q -A- -A- ,r X ,r - C 00 CCp C - z z J, ks - -D 0 c? -c? -c? -0, -6 CHERRY Ave OH LL a -n -n -n -n -n ii A- k k 1 �k � -tp -k un k U1 k � k --Br No. 54C-0065 s o N s -4 o � -(J-\ -1 s o SEE Str PLANS s O s O s O s O s 0- O s o Q - ---- - 0 U 1 OA- OA OA- OA Oma- 1 o �13 �� �� O� �� -J ° x Q Cp, Cp O - A-, -k- 011 O O O O O n, z O O O O Q ' Ar F- � �- - O- N Q o r N" w \ 6� Q Q N J rn f CO CURVE DATA LL o X, X� No. R T L o 0 Oo m� m� 0 10 138.00 16042/07 20°26 40°23 0 0 O CONSTRUCTION DETAILS a- a_ x 1 2 1 38°00 16 41 57 20°25 40°22 � � 03 1 3 ° 00 1 80° 00'00" - 40 ° 84 �� �� LINE o0 Z ^ - w CURB DETAILS w '� SCALE 1 "=20' C-36 O �� uci V")Q O V) o a J O BORDER LAST REVISED 7/2/2010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 ' 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 DGN FILE => 846800gaO36.dgn IS IN INCHES I I I I I I I M W m n r:-� > W W > W W D' Q X n ( /) O W O w U J W Z J W J > W W U M r w m aLL] o �z w w aw = (-)o (-) J Dist COUNTY ROUTE 08 SBd 10 POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 1203/1401 76 624 „Lu- Z 1 r% I` V E O C -37 F— x W o II Q L� N ~ — F— J ~ —L (/7 U N V) 0 0 - F- F— -7-1 z w Dist COUNTY ROUTE 08 SBd 10 POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 1203/1401 76 624 „Lu- V` 1 r% I` V E O C -37 z W o II � L� N ~ Q J ~ —L (/7 U N V) 0 0 - BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga037odgn IS IN INCHES 0 1 2 3 I I I I I i I UNIT 2232 2410 1 1\ 1` I l V` V I I V 1\ V` 1 r% I` V SCALE' 111 =20' C -37 PROJECT NUMBER & PHASE 0800000744 x K N w m UQo �z w LD U - U w v, w aw = U o U x � (57)o w o- w = a a z w o_ _ U U � z o � z LL- a z a � N z U z fTl z 0 x F - ::r F- r cn z Q F- I 0 F - z w F- a w � o LL o 0 x X Q o 0 m m o N U x � � U w o n L ~ Q J> ~ ~ a •- c c/7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 � 1 4' Rt = 1 34 Lt "R1 " +66027 r "R1 " +66.27 ECR 1049.49' L ` , 1048.43' FL 94 t F z "R1" 93+66.27 4' Rt "R1" +67.47 1049.13' FL 1049.52' FL 5 8 3.9 ' Rt "R1" +71 .29 1049 47' FL o I � w TOTAL m `n 47.79' Rt o w "R 1 " +00.99 = v Er 62' Lt > w ..C.. +97.03 w o � a J 09-08-11 w I0 K N w m UQo �z w LD U - U w v, w aw = U o U x � (57)o w o- w = a a z w o_ _ U U � z o � z LL- a z a � N z U z fTl z 0 x F - ::r F- r cn z Q F- I 0 F - z w F- a w � o LL o 0 x X Q o 0 m m o N U x � � U w o n L ~ Q J> ~ ~ a •- c c/7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 � 1 4' Rt = 1 34 Lt "R1 " +66027 r "R1 " +66.27 ECR 1049.49' L ` , 1048.43' FL 94 t F z "R1" 93+66.27 4' Rt "R1" +67.47 1049.13' FL 1049.52' FL 5 8 3.9 ' Rt "R1" +71 .29 1049 47' FL r'r Z.0% ' x SHEET TOTAL Beg URB Li 5 n C/� 08 O w 12.3/14.1 o w S-u-� h Com--- U J 09-08-11 w z A/4 J w A J > /'R1 w w PLANS APPROVAL DATE 5 6 4 OR AGENTS SHALL NOT BE RFSPONSIBL U i) K N w m UQo �z w LD U - U w v, w aw = U o U x � (57)o w o- w = a a z w o_ _ U U � z o � z LL- a z a � N z U z fTl z 0 x F - ::r F- r cn z Q F- I 0 F - z w F- a w � o LL o 0 x X Q o 0 m m o N U x � � U w o n L ~ Q J> ~ ~ a •- c c/7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 � 1 4' Rt = 1 34 Lt "R1 " +66027 r "R1 " +66.27 ECR 1049.49' L ` , 1048.43' FL 94 t F z "R1" 93+66.27 4' Rt "R1" +67.47 1049.13' FL 1049.52' FL 5 8 3.9 ' Rt "R1" +71 .29 1049 47' FL COUNTY Z.0% ' A/ SHEET TOTAL Beg URB O 5 No. SHEETS 08 (TYPE A2-8) 10 12.3/14.1 77 A/4\ S-u-� h Com--- No. 09-08-11 0 7.26 Lt ''+75 A/4 No. �a A SOON T /'R1 09-08-11w 52143 PLANS APPROVAL DATE 5 6 4 OR AGENTS SHALL NOT BE RFSPONSIBL 1049.84' THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TH/S RL AN SHEET 54' Lt PARSONS �� ECR 8.40' Lt 3200 EAST GUASTI ROAD 62' Lt "C" +26.14 BCR "C" +48,,60 CR SAN BERNARDINO, CA 92410 "R1 " +08.48 9.42' 1047.06' FL 1050.21'' F ^^o 43.47' 1049.68' FL 6.00' 1 33038/26 11 14.01 ' 14.00/ 05 54' Rt 1048.44' FL Of- M 0 74.00' � � , 52.66' Lt m � � © 98.00' O� 13.26/ 1040.4 3 liCil +75 60.00' o o ^ c 0 o w d , 54' L 20009'5811 49.79' 1049.68' 1047.65' FL X �v <D oMLn C +27.32 O9 46' Lt 1 590 53'52'' 11 .28' 5.58 OO 1051 .0 FL +25 1039.56' 46' Lt 46' Lt ��C�� +03.88 `vco° .) 54' Lt U 0° �� �� lid +75 1048.26' co'o „ C+31.97 I t- 1 036.26 L 1 050 305' 10 4 9�9 U N cr) U w O (D o END C' RB o A ^7r1 A -7/ rI /1 "R1 " 694+72.1 6 POT= ov M 00 + w � � � ^ PE A2 8) �" Ln "C" 33+55.89 0o N +i` `�' NLL- Ln o -r,- M` cn + LL /�� 4 0 . O + N 17 + M + N \� ^ J 0 0 A� 0 + cc) J .+ M of P M O O - O O QUO 0 L U ^ O ONV d 0 O� N CRO INE -- ---- 0' Rt 2 "C" 34+00 "C" 34+50 V' R '\ CONSTRUCTION NOTES: O DETECTABLE WARNING SURFACE IS REQUIRED FOR ALL CURB RAMPS. SEE CALTRANS STANDARD PLAN A88A, O6 CONSTRUCT CURE RAMP -CA- SEI A, SEE CALTRANS STANDARD PLAN A88A. 08 CONSTRUCT CURB RAMP CASE C, SEE CALTRANS STANDARD PLAN A88A. o -'j o4-4- �0 -_j + 0 o h �� Dist COUNTY ROUTE POST MILES SHEET TOTAL O TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 77 624 S-u-� h Com--- No. 09-08-11 0 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� No. �a A SOON T ANN CHEAH 09-08-11w 52143 PLANS APPROVAL DATE No. THE STA TE OF CAL IFORN/A OR ITS OFFICERS �x Exp . � C I V I L OR AGENTS SHALL NOT BE RFSPONSIBL E FOR tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TH/S RL AN SHEET 76.12/ PARSONS �� SANBAG 3200 EAST GUASTI ROAD 1 4.01 ' 1170 W 3RD STREET SUITE 200 �� SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 9.42' ® 62' Lt "C" +34.82 - - - 1035.74' FL h� N o `�� m ,�o �rn ,�,�` O cry h 7�ov v^ M 74rC Ov ,v� O 0 M � ^N �^ C° ('D N M r p � � . � � 00 �0 c), `� � -__ a� ''R2 704 73.88 POT = _ �-' ^ • O � N N o 8 M (0 cn 3 6+ . p- o 0 0 cD NM '�' "R4" 693+56.47 POT = -J M ^ 4- r- + c9 �- 35 o o ��C�� 36+83.35 1 0 1 O ,�'o J o J o J o IIC11 LINE � o �%� o �� �� CO ^ � � CO � C 4.03 Lt C +59.15 ECR 40 4jC0 w �CO h 0) ^ o -� o - ^ ^ o � Iv. ^ A-) 417 `� h cD d 40 ,c . � O `b (0 o � `5 ` �O CCOO 62' Rt "C" .31 1 050.5,X' APP H SLA o C 78' Rt "C" +49.48 SE r PL S 1045.66' FS RR e. r No. -1 2'92- E Str PLANS USERNAME=>p0026551 DGN FILE => 846800ga038.dgn RELATIVE BORDER SCALE IS IN INCHES 36' Lt +38.07 ECR 1036.58' FS 2' Rt "R2" +51 .3 1037.54' FL 0 2 3 I i I i I i New r 1037.95' FS ERRY Ave CURB 6 O TYPE Al -8) CURVE DATA Ln CURVE DATA No. R 0 T L No. R A T L 02 2.00' 166014/03 11 1 6.57' 5.80' (3 50.00' 87013/41 co �� 48.19/ 76.12/ � IV: �� ,� ,� PHS" 1 4.07' 1 4.01 ' (6 �� 511 5.99' 9.42' ® 74.00' 33039/23 11 ^^o 43.47' Q0 _Q00 _Q00 6.00' 1 33038/26 11 14.01 ' 14.00/ 05 54' Rt 54' Rt Rt Of- M 0 74.00' � � , ..C.. +01 .1 5 ..C.. +25 54.. +50 m � � © 98.00' O� 13.26/ 1040.4 1 039.69' 1038.98' 60.00' 880 34'38'' o ^ c 0 o w d , 280.00' 20009'5811 49.79' 98.55' 1 0 3 8.38' X62' O, <D oMLn 58.49' Rt "C" O9 2.00' 1 590 53'52'' 11 .28' 5.58 OO 4.00' 89030/15 1 1 +25 1039.56' 16 Z 4.00' 90029/29 1 1 4.03' 6.32' 76.08 Rt � N 78' Rt t- 1 036.26 L "C" +50 .� co° _ cr) �n +74.21 BCR 1038.60' A ^7r1 A -7/ rI /1 ov M /� 1040.90' FL M ECR 15.95' Lt _r z 18 "R2" +01 .83 m 1038.76' FL -1038.50' FS A/4 17 A� 1037.12' FS USERNAME=>p0026551 DGN FILE => 846800ga038.dgn RELATIVE BORDER SCALE IS IN INCHES 36' Lt +38.07 ECR 1036.58' FS 2' Rt "R2" +51 .3 1037.54' FL 0 2 3 I i I i I i New r 1037.95' FS O 138 Rt RP ..C" 35+74.21 CURVE DATA Ln CURVE DATA No. R 0 T L No. R A T L 02 2.00' 166014/03 11 1 6.57' 5.80' (3 50.00' 87013/41 11 48.19/ 76.12/ O3 6.00' 133049/08 11 1 4.07' 1 4.01 ' 6.00' 89056"l 511 5.99' 9.42' ® 74.00' 33039/23 11 22.38' 43.47' © 6.00' 1 33038/26 11 14.01 ' 14.00/ 05 60.00' 78008'2611 48.71/ 81 .83' 0 74.00' 43004'27'' w 55.63' 29.20' © 98.00' 150 24'54'' 13.26/ 26.37' ® 60.00' 880 34'38'' �, � 58.53' 92.76' ® 280.00' 20009'5811 49.79' 98.55' 1 0 3 8.38' X62' O, <D oMLn /V)J= o O9 2.00' 1 590 53'52'' 11 .28' 5.58 OO 4.00' 89030/15 1 1 3.97' 6.25' 1 1 4.00' 90029/29 1 1 4.03' 6.32' USERNAME=>p0026551 DGN FILE => 846800ga038.dgn RELATIVE BORDER SCALE IS IN INCHES 36' Lt +38.07 ECR 1036.58' FS 2' Rt "R2" +51 .3 1037.54' FL 0 2 3 I i I i I i New r 1037.95' FS O Ln 7 0+0 rn 11 .97' Rt 8 "C" +59.05 BCR p U 1037.74' FS 62' Rt "C" +55.92 BCR `` o :e w w 3038.59'w N ��--LO cv + 54' Rt "C" +73.42 �, � + O M Ct `- M + cn J w 1 0 3 8.38' X62' O, <D oMLn /V)J= o w v w Rt "C" +73.43 ECR ooh + o �` � N w + + I " ~ 1 038.03' F L - ro � � � - t- 1 036.26 L - _ .� co° cr) �n pr)- �o 0 A ^7r1 A -7/ rI /1 ov M /� M M \BCR 4'Rt "R4" +24.48 1037.98' FL 1036.09' FL m CD O � I Q0 � D UNIT 2232 62' Rt "C" + 1036. 4' FL A� 112' Rt "C" +71 .917 44' Lt "R4" +66.02 BCR 1036.00' FL a N o cv o Ln o 00 Ww 00 CONSTRUCTION DETAILS Ww "R1" & "132" & "R4" LINE �~ zo o O INTERSECTION DETAILS wo �o SCALE O. 1 =20C-38 u aO 1--� O PROJECT NUMBER & PHASE 0800000744 x F2 rr W CL O O U W J J W 2 U NE: 0 w Ln w Fr w Q 0 V) Ld Ld J z W W N CC O Cr Ld w D cn J Q z o_ U z LL Z Q J z O U Q Ld U 0 z Q O Lo 00 00 I`� M I p U V Ld W Ld z = V) J W = W U Cn Q v W 6' 6' 61 - CP_- - kQ k < k < k < DRAINAGE INLET SEE DRAINAGE PLANS CURVE DATA No. R 0 0-1 �3 X C:) 1 36.00' 14 0 25'23" S Ar 34.24' Q O —1-36.00' 1-0-2-5'23" ° C), ' 34.24' c/ )< Q A-< o s F— F- F R, DRIVEWAY DETAILS SEEi 0 F- F— 771 z w 6' 6' 61 - CP_- - kQ k < k < k < DRAINAGE INLET SEE DRAINAGE PLANS CURVE DATA No. R 0 T L 10 1 36.00' 14 0 25'23" 17.21 ' 34.24' �- —1-36.00' 1-0-2-5'23" 1 17.21 ' 34.24' Q w J m LL F7(421 X X Q — N U U X � � U II E z° a� w II L o � J > ~ ~ U �L N (n N 0 CL RAINAGE INLET EE DRAINAGE PLANS FOR DRIVEWAY DETAILS CCr C (`r,,r`4- nE*TATI C (`-A1 -- 61 S 61_ o s c BORDER LAST REVISED 7/2/2010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800gaO39.dgn IS IN INCHES DRAINAGE INLET SEE DRAINAGE PLANS 0 1 2 3 UNIT 2232 Dist COUNTY ROUTE 08 SBd 10 POST MILES SHEETI TOTAL TOTAL PROJECT No. ISHEETS 12.3/14.1 78 624 09-08-11 DATE QROFESSIp414 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET WARNalrim N SOON �2 ANN CHEAH - z No. 52143 cr- � Exp. � s� CIVIL �P ATF OF_ CAL IFp�� 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 n1)ATKIA(`C TKII CT O LP -F' Q O I p U -f- V) I— Ld W w Z = J Ld = W U (n Q CONSTRUCTION DETAILS "C" LINE CURB DETAILS SCALE: 1 "=20' PROJECT NUMBER & PHASE C-39 O �- O moo' �X �A �X ° 0 �- -TF k k O F R, DRIVEWAY DETAILS SEEi Const DETAILS C-42 BORDER LAST REVISED 7/2/2010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800gaO39.dgn IS IN INCHES DRAINAGE INLET SEE DRAINAGE PLANS 0 1 2 3 UNIT 2232 Dist COUNTY ROUTE 08 SBd 10 POST MILES SHEETI TOTAL TOTAL PROJECT No. ISHEETS 12.3/14.1 78 624 09-08-11 DATE QROFESSIp414 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET WARNalrim N SOON �2 ANN CHEAH - z No. 52143 cr- � Exp. � s� CIVIL �P ATF OF_ CAL IFp�� 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 n1)ATKIA(`C TKII CT O LP -F' Q O I p U -f- V) I— Ld W w Z = J Ld = W U (n Q CONSTRUCTION DETAILS "C" LINE CURB DETAILS SCALE: 1 "=20' PROJECT NUMBER & PHASE C-39 x 0 w m n C-) > w W L > w w o' Q K m� r w m �Q D Z w � U � U U � Lf) W aw = U o U rr No. X 79 624 W n cf) O w O w U J W z J W J > W W a Q U V) K m� r w m �Q D Z w � U � U U � Lf) W aw = U o U z O x F— ::r F— r)— C:) r cn z Q F— I O F— z w F— Q W c � � o 0 x X Q O � � z O m m o O c�j v U �--� X � � U z w o J � ~ J > ~ ~ a •— c c/7 U L N V) 0 a_ Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12.3/14.1 rnN:�TRIIrTTnN NnTF:�o SHEET C-- No. x 79 624 0 o' w o- a Q z w O = U U � Z r) � Z LL- Q Z Q Z O U z O x F— ::r F— r)— C:) r cn z Q F— I O F— z w F— Q W c � � o 0 x X Q O � � z O m m o O c�j v U �--� X � � U z w o J � ~ J > ~ ~ a •— c c/7 U L N V) 0 a_ Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12.3/14.1 rnN:�TRIIrTTnN NnTF:�o SHEET TOTAL No. SHEETS 79 624 MATCH LINE Sta 44+50 SEE SHEET C-39 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga040odgn IS IN INCHES 0 2 3 I i I i I i I UNIT 2232 z m "C" & "V" LINE SCALE O. 1 =20' C-40 PROJECT NUMBER & PHASE 0800000744 a N o O N o0 N as � o � 0 W w O O J j a - w LL] a o � z O o O u L,O L, O a O CONSTRUCTION NOTES O �TECTABLE WARNING SURFACE IS REQUIRED FOR ALL CURB RAMPS, SIE CALTRANS STANDARD PLAN A88B. X O9 CONSTRUCT MODIFIED CURB RAMP CASE CM, SEE DETAILS ON SHEET C-48. 0 J' 0 � w m n o > w w L > w w o Q 0 n U) 0 w 0 w U J Li z J W J > W W U U) mI r w m �Qo �z w U � U w� w aw = U o U 0 o' w o- w a z 0 U z w z Q w z 0 U CURVE DATA No. R A T L �3 15.00 64019'1 511 9043 16.84 ® 15.00 401 9'1 511 9043 16.84 �5 15.00 64019'1 511 9043 16.84 © 15000 64 19'151 9043 1 16084 8805' Lt ''C" +88 (1 034 o03')FS MATCH Exist 68.5' Lt "C'' +93 1035098' FS 68' Lt "C" +7905 1035088' FS 68' Lt "C'' +71 .5 1036.53' FS 8805' Lt "C'' +2405 (1034o49')FS MATCH Exist TCE 73, ---1- ------ --,-- ----- SAWCUT & JOIN 5 Exist Pvmt 5 O 68.5/ Lt ''C'' +24.5 N 1036007' FS R/W� 151 88.5' Lt "C" +61 (1 035.132')FS MATCH Exist 6805' Lt ''C'' +56 1036031' FS 6805' Lt C" +61 (1036o09')FS MATCH Exist 68' Lt "C" +69.5 1036030' FS 68' Lt "C" +78.50 1037.04' FS 6805' Lt "C" +4205 1036090' FS 75' Lt "C" +37.52 68050' Lt "C" +37.52 1036087' FS 68' Lt liC" +29 1036073' FS 68' Lt "C" +21 1037034' FS 60' Lt "C" +7905 08 1035072' FL 0" CURB FACE 60' Lt "C" +71 .5 1035070' FL " CURB FACE DRAINAGE INLET SEE DRAINAGE PLANS CV 60' Lt "C'' +24.5 1035082' FL :21i0AWMA 60' Lt "C +78050 VDRAINAGE INLET 1036.21 ' FL SEE DRAINAGE $" CURB FACE PLANS 60' Lt "C" +69.5 -1036.14'--F� 0" CURB FACE �~ CHERRY Ave o 0 X X Q o �' z 9 "C" LINE 40 0 m m r -r- o � O x � � U o� z - O x Q cn z— z o ii Q L LJJ Q) ~ Q J > ~ �L (/7 U N O V) 0 a_ z w Q W � c 60' Lt "C" +7905 08 1035072' FL 0" CURB FACE 60' Lt "C" +71 .5 1035070' FL " CURB FACE DRAINAGE INLET SEE DRAINAGE PLANS CV 60' Lt "C'' +24.5 1035082' FL :21i0AWMA 60' Lt "C +78050 VDRAINAGE INLET 1036.21 ' FL SEE DRAINAGE $" CURB FACE PLANS 60' Lt "C" +69.5 -1036.14'--F� 0" CURB FACE �~ CHERRY Ave o 0 X X Q o �' z 9 "C" LINE 40 0 m m r -r- o � O x � � U o� BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga041 odgn IS IN INCHES 60' Lt "C" +29 1036057' FL 0'' CURB FACE 60' Lt "C" +21 1036.51 '_FL 8" CURB FAC 0 2 3 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 80 624 S-u-� h Com--- —09-08-11 R 0 �FESS� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH - z w No. 52143 CT -'z Exp. sTCIVIL tiP qTF �F CAL 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 75' Lt "C'' +64 I (1036.51 ')FS MATCH Exist Pvmt 68.5' Lt "C" +64 1037008' FS 68050' Lt ''C'' +85048 1037022' FS UNIT 2232 CV RAWARD 60' Lt ''Cll +94 1036083' FL \60' Lt "C'' +08.5 1037018' FL 8'' CURB FACE 60' Lt "C" +99 L0" 1037008 Fl- 0-l' -0 IRB FtNCE CONSTRUCTION DETAILS DRIVEWAY DETAILS SCALE 1"=10' C-41 PROJECT NUMBER & PHASE 0800000744 N Q o ; cv N as � o � 0 W w 0 0 J j m Ww a o � z o o 0 u �O w O a O z— W o ii ~ L LJJ Q) ~ Q J > ~ �L (/7 U N V) 0 a_ BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga041 odgn IS IN INCHES 60' Lt "C" +29 1036057' FL 0'' CURB FACE 60' Lt "C" +21 1036.51 '_FL 8" CURB FAC 0 2 3 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 80 624 S-u-� h Com--- —09-08-11 R 0 �FESS� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH - z w No. 52143 CT -'z Exp. sTCIVIL tiP qTF �F CAL 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 75' Lt "C'' +64 I (1036.51 ')FS MATCH Exist Pvmt 68.5' Lt "C" +64 1037008' FS 68050' Lt ''C'' +85048 1037022' FS UNIT 2232 CV RAWARD 60' Lt ''Cll +94 1036083' FL \60' Lt "C'' +08.5 1037018' FL 8'' CURB FACE 60' Lt "C" +99 L0" 1037008 Fl- 0-l' -0 IRB FtNCE CONSTRUCTION DETAILS DRIVEWAY DETAILS SCALE 1"=10' C-41 PROJECT NUMBER & PHASE 0800000744 N Q o ; cv N as � o � 0 W w 0 0 J j m Ww a o � z o o 0 u �O w O a O x 0 w m cn o > w Lv L > w w o' Q 0 x ry, R x Li L @0 n U) 7032 o w 10.00 o w 12.69 U J W Z J W J > W W U U) ►o mI r w m �Qo �z w U , U Ln W aw = U o U z O x F— ::r F— r)- C:) r cn z Q F— I I — LL O F— z w F— Q LLJ C o 0 x X Q O � � z O m m O O x � � U z LLJ o J � ~ J > ~ ~ a •- c c/7 U L N V) 0 a_ CHERRY Ave "C" LINE 62' Rt "C" +61 01 62' Rt "C" +96 62' Rt 'C" +30093 CURVE DATA C-- R x T L @0 0 72°23'22" 7032 12.63 1 1 10.00 72041 '43" 7036 12.69 o' w o- a a z w O = U U � Z r) � Z LL- Q Z Q Z O U z O x F— ::r F— r)- C:) r cn z Q F— I I — LL O F— z w F— Q LLJ C o 0 x X Q O � � z O m m O O x � � U z LLJ o J � ~ J > ~ ~ a •- c c/7 U L N V) 0 a_ CHERRY Ave "C" LINE 62' Rt "C" +61 01 62' Rt "C" +96 62' Rt 'C" +30093 CURVE DATA No. R 0 T L @0 10000 72°23'22" 7032 12.63 1 1 10.00 72041 '43" 7036 12.69 BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800gaO42.dgn RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 81 624 S-u-� h Com--- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. '\ CIVIL tiP ATF �F CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 CONSTRUCTION DETAILS DRIVEWAY DETAILS SCALE 1"=10' C-42 PROJECT NUMBER & PHASE 0800000744 a N 00 N N Ln O � 0 W w O O J j a- Ww a o � z O o 0 u �o w O a O 1 01 2.90 FS 69' Rt X ''C" +92.35 GB 1 01 3.02 FS 68' Rt ''C'' +92.35 BC Beg CURB YPE Al -8 Mod ) 01 3.68 FL 64' Rt "C" +96 . 6 E C m cn o > w w Ln 2� 1012.20 FS w 64' Rt "C'' +77.46 o Q 1 01 2.60 FS 64' Rt "C" +77.46 X 1009.91 FS CL V) N 84 R O w ] "C" +62.4 BC o J Q 1 Lli w R J > w w _ I— n" w 1011.47 F v 64' R ''C'' +58.46 B 1 01 1 55 FS � r ' 68' fit w m +62.46 EC Q o B g CURB �Z (TYPE Alt8 Mod) U� U w 1 01 1 .50 S aw = 69' Rt "C" +6 .46 GB x � R /W > w m w w = a Q z w O U � >_ 1009.1 O FS 0 70.5p' Rt LL_ Q ..C.. +02.46 z Q w w z O u z 0 X Q 0 r z Q L� 0 Z w Q LTJ C o 0 X X Q 0 �' �' Z 0 m m r -r- 0 o X � � U � " o z - W Q J > ~ ~ U �L N V-) V) 0 a_ 8%'l I 13.7% RELOCATE SIGN ------ 1009.70 ---- 1009.70 F S 75.39' Rt ''C'' +23.55 1010.18 FS 75.1 8' Rt "C" +97.22 DWy I I I R =2.5' 5% 28.3' R, S - 1009.73 FS 84' Rt ''C' +57.46 EC 1 01 0.46 FS 70.5' Rt "C" +57.46 1008.80 FS 88.93' Rt "C" +02.78 1008.83 FS (1 009.50) F S 92.22' Rt ''C'' +23.36 END CURB ( TYPE Al -8 Mod) MATCH Exist (1009.42)FS 100. 2 5' Rt ''C'' +23.27 MATCH Exist 1 01 0.00 FS 84' Rt "C" +97.19 EC TCE 1 01 0.37 FS 84' Rt ''C' +92.32 BC 1009.80 FS -- 86.5Rt "C" +77.46 GB 1009.58 FS - -0-0 9.5 0 FS / (1009.1 100.06/ ''C'' +77 MATCH f SAWCUT & CONFORM 1 008.81 )FS 89.32' Rt llC" +03.79 (1 00$e 64 )1= 100. 1 0' Rt "C" +1 1 .70 0)0 1008.68 FS 99.09' Rt "C" +93.38 1008.70 FS 1008.60 FS 77.50' Lt "S" +95 BC 1008.41 FL 74092' Lt "S" +90 CATCH BASIN SEE DRAINAGE PLANS S P 1008.56 FS '\78' Lt 66.55' Lt ..5.. +90 "S'' +19.29 off° 1008. SAWCUT & ' 66.5Lt �L CONFORM "S" +19.29 --------------------------M x �0 6, O o Cil \1009.19 BW 3.5' Lt 1 S +20.85 SEE RAMP DETAIL 1 1008.07 FL 5JT 5 LT R/W S +90.5 BC BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE _> 846800ga043odgn IS IN INCHES CJ RAMP DETAIL 1 Dist COUNTY ROUTE POST MILES SHEET TOTAL N "S" +92.5 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 82 624 S-u-� h Com--- � 77.50' Lt 09-08-1 1 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� N �a (1008.42)FS SOON 70.5' Lt ANN CHEAH 09-08-11 wNo. 52143 PLANS APPROVAL DATE � z THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS E x p. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cAL,Fo�� COPIES OF TB/S PIAN SHEET 1008.76 FS PARSONS Ww SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 Mod) 74. 1008.70 FS 0 NOTE: SEE SHEET C-44 FOR CROSS-SECTIONS CONSTRUCTION NOTES: O CONSTRUCT COMMERCIAL DRIVEWAY APPROACH, PER CITY OF FONTANA Std PLAN 1002. 1008.70 FS - 80' Lt Q N "S" +92.5 0 1008.44 FS o cv Cv'0 SAWCUT & CONFORM � 77.50' Lt Ln "S" +95 EC N (1009.26)FS (1008.42)FS �0 70.5' Lt 74.5' Lt ''S'' +71 .24 "S" +25 MATCH Exist MATCH Exist 1008.86 FS 00 1008.76 FS 65.5' Lt Ww 65.5' Lt 11SH +95 (1008.35)FS''S" +71 .24 END CURB 5' Lt (TYPE Al -8 Mod) 74. 1008.70 FS 0 SH+25 TCE MATCH Exist 61 .5' Lt "S" a-� +71 .24 - ------------_r -- , 1 08.85 FS 1007.98 FL o� 1 65.5' Lt 57.5' Lt > i �� �� +25 "S" +67.24 BC N� X O p 16.6% N 1008.78 FS 61 .5' Lt ''S'' +95 EC 1008.77 FS SLOVER Ave 61 5' Lt S +25 BC 0 1 2 3 1009.07 FS 1008.01 FL 61 .5' Lt ''S'' +96.66 57.5' Lt ''S'' +29.5 EC UNIT 2232 (1 009.36)FS 65.5' Lt ''S'' +04.07 MATCH Exist (1 008.03)FL 48.18/ Lt "S'' +03.94 (1 009.23)FS 70.5' Lt ''S' +96.66 1 009.1 3 FS 65.5' Lt ''S'' +96.66 MATCH Exist e CV R� LIZ �o CONSTRUCTION DETAILS z 0 P O SITE DETAILS wo �O SCALED 1 =1 0' - 43 a o O PROJECT NUMBER & PHASE 0800000744 - Q N 0 o cv Cv'0 � N Ln N o0 �0 00 Ww 0 0 a-� Ww a CONSTRUCTION DETAILS z 0 P O SITE DETAILS wo �O SCALED 1 =1 0' - 43 a o O PROJECT NUMBER & PHASE 0800000744 X 0 w m cn o > w w L > w w o' Q 0 X Q -- ROUTE POST MILES SHEET Li w a_ V) 0 0 w w SHEETS 08 U J 12.3/14.1 83 w z CHE J J W > R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq� W _ W I-- SOON U V) 09-08-11 ►o mI r w m QLL] o �z w U � U �Lf) w aw = U o U DRAINA( SEE DRAINAC R /W OG X C-- 0 w a Q z w 0 = U U � z o � z Q z Q z 0 U z 0 X Q o CH cn z Q L� 0 z w Q � LTJ C o 0 X X Q O z O m m O o X � U W " o z LTJ o J � ~ J > c ~ U �L N (/7 V) 0 a_ SECTION A —A R/W SAWCUT & JOIN Exist Pvmt OG SECTION 13-13 SAWCUT & JOIN Exist Pvmt OG BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga044 odgn IS IN INCHES 4:1 OR f CHERF Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 83 624 S-u-� h Com--- 09-08-1 1 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. CT-' THE STATE OF CALIFORNIA OR I TS OFF/CERS Exp. CI VIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CORES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 R /W 4:1 OR FLATTER CURB (TYPE Al -8 Mod) GRADE SAWCUT & JOIN Exist Pvmt OG 0 2 3 R /W 3' 6' 605' F SECTION C -C CURB (TYPE Al -8 Mod) Conc SW 4'' PCC SLOVER Ave SECTION D —D UNIT 2232 SAWCUT & JOIN Exist Pvmt OG CONSTRUCTION DETAILS SITE DETAILS No SCALE C-44 PROJECT NUMBER & PHASE 0800000744 N Q O O ll�T cv � N N o0 O � 0 W w 00 J j a- Ww a o � z o o 0 u Llo Ll o a O w 0 w w z J w J w w U ul) PE: PERMANENT UTILITY �\ EASEMENT 30' Lt "W" +20.72 1030.23' FS �% 30' Lt 24.27' Lt "W" +55.74 "W" +98.94 1029.66' FS 1029.90' FL 26.80' Lt 14.02' Lt "W" +57.27 "W" +94.50 1029.64', FL 1029.46' FL _/ $�.7 8' Lt S� "W" +86.61 R 60 1029.42' FL \�8� ------ 1 .49' Lt - "W" +33.10 1030.34' FS 9.1 1 ' Lt "W" +75.80 1029.37' FS S "W" 9+20.00 96 S 8 ll STATE 6S II I 30' Lt "W" +33.94 CURB ( TYPE A2- 8 ; Mod) 1030.27' FS' I SEE CONSTRUCTION 30 Lt W +98.94 6 1 DETAIL SHEET C-48 1029.98 FS 26 Lt W +33.94 1030.26' F L 35 18/ Lt 'jW" +41,94 J/ 1030.51 FL R=8' 1029.7' FL 00 - r N890 28'38"E 113.58 v 11 .29' Lt "W" +89.85 1029.44' FL 10 R/W - -��- o m m 6 A/6 \ Q� 0 1 3Lli.78' Rt "W" +49.00 6.48 Rt 1030.11 ' FS 1 "W" 9+75°91 J�„ w 1029.35' FL aw = 24.86' Rt "W" 9+69.14 x 1029.65' FS 24.86'� Rt W"+69.14 FS 0 ' w I /6 m i 29.03' Rt "W" +75 = 1029.31 ' FL Q Q LOW POINT z o 48.38' Rt LL a "W" +86.30 \\ 1029.30' FL z Q z 0 U z w M Q W o R 0 x L 1O 38.00' . ° LL X X Q 137.61' O2 O 3: Z 27.39' 53.72' o m m r'T_ 13044'27" 31.79' f (� U I RpFESSI� N o d S ON F � p ANN C EAH 09-08-11rn z 521 43 PLANS APPROVAL DATE � No. m z OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� �P qTF THE ACCURACY OR COMRL ETENESS Q COPIES OF THIS RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD F_ SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 0 z w M Q CURVE DATA W o R 0 J _j CO a- L 1O 38.00' . ° LL X X Q 137.61' O2 O 3: Z 27.39' 53.72' o m m r'T_ 13044'27" 31.79' f (� U I RpFESSI� CURVE DATA No. R 0 T L 1O 38.00' 207028'53" - 137.61' O2 1 1 2.00' 27028'5311 27.39' 53.72' O3 263.83' 13044'27" 31.79' 63.27' x � _CONSTRUCT COMMERCIAL DRIVEWAY APPROACH, E ; o PER CITY -OF FONTANA Std PLAN 1002. v Al - -- Z LLJ ROUTE POST MILES o TOTAL �9 ~ Q No. SHEETS J- ~ 10 12.3/14.1 �L V") S-cr`^ h Ct\- O U N 09-08-11 RpFESSI� N o d S ON F � p 57.71' Rt ''W" +06.72 102 ' .33' FL 1_8' Lt "W" +1 1 42 RC 1029.56' FL "W" 1 0+ 1 1 .42 1029.87' FS - - --..W.. +25 EC 6 1030.47' FS "W" LINE N890 28'38"E 20' Rt "W" +11 .42 VV N SINE 1030.12' FS CROW 3 7.55' Rt "W" +62.33 BC30.64' Rt "W" +73.32 BC _ 1029.72 -'FL ---- 1030.28' 37.56' Rt '%W" +60.00 EC 1029.61 ' FL 42 -,95 -R -t -"VIS'-+ 5 8-. 31- - B C- 2 1029.76' F L 53.71 ' Rt "W" +28.96 EC 1029.41 ' FL ;d R 50.05' Rt "W" +62. 0 1029.84' FL 55.59' Rt, j'W" +51 .35 I 1029.84 F S 48.49' Rt "W" + 7.66 EC 1029.69 FL 46.79' Rt "W" +42 26 BC 1029.48' FL BORDER LAST REVISED 7/2/2010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800gaO45.dgn IS IN INCHES 0 1 2 3 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL �9 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 84 624 S-cr`^ h Ct\- O 09-08-11 RpFESSI� REGISTERED CIVIL ENGINEER DATE �o S ON F � p ANN C EAH 09-08-11rn z 521 43 PLANS APPROVAL DATE � No. m THE STA TE OF CAL IFORNIA OR ITS OFFICERS {x Exp . CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� �P qTF THE ACCURACY OR COMRL ETENESS OF SCANNED OF CAL `F COPIES OF THIS RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 0 rn 18/ Rt "W" +25 EC 1030.181 FL CONFORM 0 1363.57' WASHINGTON Dr CONSTRUCTION DETAILS Uj Lu WASHINGTON Dr CUL-DE-SAC z Zo 00 SCALE: 1 "=1 0' O C-45 w �o _j O PROJECT NUMBER & PHASE I I I I I I I a CONSTRUCTION DETAILS Uj Lu WASHINGTON Dr CUL-DE-SAC z Zo 00 SCALE: 1 "=1 0' O C-45 w �o _j O PROJECT NUMBER & PHASE a N �9 O O � M N ° O rn f � p W W F F- 00 J J CONSTRUCTION DETAILS Uj Lu WASHINGTON Dr CUL-DE-SAC z Zo 00 SCALE: 1 "=1 0' O C-45 w �o _j O PROJECT NUMBER & PHASE x 0 J' 0 w m n o > w Lv L > w w o' Q 0 om r w m QLL] o �z w U , U � cn Lw a Lw = U o U O V / LL�I LLLJ LL V II J a z O_ U Z LL - Z Q Z O u Z O x F— ::r F— r)— C:) r cn z Q F— I O F— z W F— Q W c � � o 0 X X Q O � � Z O m m o O c�j v U �--� x � � U W o ni/-'\Trc, o -0 1-nf"1 LAA \/ T\ II I\ I I 1- A If�TI I m 1-TIA11- 1-A I I n T A IT r^ I Ir^1- fl \/rl A 1AII 11-m 1- f'1 1-nI I A I r- TI 11- I m/�f'1 TI I T f1I/ A 11- r" r" Dist COUNTY ROUTE 08 SBd 10 POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 1203/1401 85 624 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga046.dgn IS IN INCHES 0 2 3 I i I i I i UNIT 2232 1 1 QROFESS10� q SOON c �� ANN CHEAH . z No. 52143 Exp. J, CIVIL P \TE OF CAL 3RD STREET NARDI NO, CA 92410 O Q0 + y9 W Q0 J W CC Z W J OJ = W U W a V' TAILS `V ■■rmown I ... ■ `■■V `V ■'ION JOINT LAYOUT SCALE O. 1 "=20 ' C-46 PROJECT NUMBER & PHASE 0800000744 a N o cv cv � m �Ln N as O � 0 W w O O J j a- Ww a o � z O o O u, > O Ll �o a O L Ljj Q) ~ Q J > ~ �L (/7 U N V) 0 a_ BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga046.dgn IS IN INCHES 0 2 3 I i I i I i UNIT 2232 1 1 QROFESS10� q SOON c �� ANN CHEAH . z No. 52143 Exp. J, CIVIL P \TE OF CAL 3RD STREET NARDI NO, CA 92410 O Q0 + y9 W Q0 J W CC Z W J OJ = W U W a V' TAILS `V ■■rmown I ... ■ `■■V `V ■'ION JOINT LAYOUT SCALE O. 1 "=20 ' C-46 PROJECT NUMBER & PHASE 0800000744 a N o cv cv � m �Ln N as O � 0 W w O O J j a- Ww a o � z O o O u, > O Ll �o a O Q 0 0 w CID un o > w w V) Cr > w w f- Q 0 z w Q w Y z W 0 > z W Q H N O cn w w D cn J a z o_ U z D LL z a z 0 U Z O x ~ Q O z Q F— LL O F— z w M F— Q W C 0 \ CO F- ° LL X X Q C) 3: Z O m m ry- 1_4 X I � U II LL_ E" z° °' w IIL v � uj Q J N ~ ~ U �L N V") N o d 2 Q w U 0 z Q NOTES: A r — — . . • Ii t. Dist COUNTY ROUTE 08 SBd 10 POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 12.3/14.1 86 624 BORDER LAST REVISED 7/2/2010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800gaO47.dgn IS IN INCHES 0 1 2 3 UNIT 2232 •i u yr u- nr%1r1r- II% I amnvI= JOINT LAYOUT SCALE: 1 ''=1 0' PROJECT NUMBER & PHASE RDFESSION ENo. �l �� AH z 3 m P �F OF CAL �D STREET \RDINO, CA 92410 'AILS CTION C-47 Imp 611 18 11 , 611 x I/2 11 R I/2 1 1 R 1/411 1/211 R I/2 11 R BATTER BATTER � 412 � 412 IIR 00 I/211R D 1:12 1 Ln o `90 0 CID Ln o w w V) o > w w I— o Conc CURB (TYPE A2-8 Mod) X Q� w 0- V) O w O w u J ES W Z _j `'i HMA DIKE > w w ( TYPE C) U � � L - - - - HMA-\ z 0 x Q 0 z Q F_ O F_ z w F_ Q LLi o HMA Dl (TYPE Q� . ° LL X X Q O 3: Z O m m r'T_ x � � U E" z° w J- ~ ~ U �L N V") N o d ES ' i i STATION PER LAYOUT PLA HMA DIKE TERMINUS TRANSITION TYPE C BORDER LAST REVISED 7/2/2010 CB ( TYPE 60 ) CONCRETE BARRIER/ DIKE TRANSITION CB (TYPE 60) TO HMA DIKE (TYPE C) Conc CURB (TYPE Al -8 Mod) FS CURB (TYPE A2-8) t' — — — C'TMr1AlAI I/ Dist om ROUTE POST MILES w m z w TOTAL PROJECT Q� o 08 17- zJ U 12.3/14.1 87 624 S-cr`^ h C� U >- 09-08-11 __jun W REGISTERED CIVIL ENGINEER DATE �o Q Nq� Q W = LL Q z 0 x Q 0 z Q F_ O F_ z w F_ Q LLi o HMA Dl (TYPE Q� . ° LL X X Q O 3: Z O m m r'T_ x � � U E" z° w J- ~ ~ U �L N V") N o d ES ' i i STATION PER LAYOUT PLA HMA DIKE TERMINUS TRANSITION TYPE C BORDER LAST REVISED 7/2/2010 CB ( TYPE 60 ) CONCRETE BARRIER/ DIKE TRANSITION CB (TYPE 60) TO HMA DIKE (TYPE C) Conc CURB (TYPE Al -8 Mod) FS CURB (TYPE A2-8) t' — — — C'TMr1AlAI I/ Dist COUNTY ROUTE POST MILES Q Q z w TOTAL PROJECT No. SHEETS 08 SBd U 12.3/14.1 87 624 S-cr`^ h C� U >- 09-08-11 z 0 REGISTERED CIVIL ENGINEER DATE �o Q Nq� D z LL Q z rrl "5214 3 PLANS APPROVAL DATE � No. m THE STA TE OF CAL IFORNIA OR ITS OFFICERS {x Exp. C I V I L z FOR �P qTF THE ACCURACY OR COMRL ETENESS a COPIES OF THIS RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 z 0 U z 0 x Q 0 z Q F_ O F_ z w F_ Q LLi o HMA Dl (TYPE Q� . ° LL X X Q O 3: Z O m m r'T_ x � � U E" z° w J- ~ ~ U �L N V") N o d ES ' i i STATION PER LAYOUT PLA HMA DIKE TERMINUS TRANSITION TYPE C BORDER LAST REVISED 7/2/2010 CB ( TYPE 60 ) CONCRETE BARRIER/ DIKE TRANSITION CB (TYPE 60) TO HMA DIKE (TYPE C) Conc CURB (TYPE Al -8 Mod) FS CURB (TYPE A2-8) t' — — — C'TMr1AlAI I/ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 87 624 S-cr`^ h C� 09-08-11 RpFESSI� REGISTERED CIVIL ENGINEER DATE �o Q Nq� SOON ANN CHEAH 09-08-11 z rrl "5214 3 PLANS APPROVAL DATE � No. m THE STA TE OF CAL IFORNIA OR ITS OFFICERS {x Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR �P qTF THE ACCURACY OR COMRL ETENESS OF SCANNED OF CAL `F COPIES OF THIS RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 CASE CM CURB RAMP (Mod) SEE Std PLAN A88B FOR DETAILS NOT SHOWN P'I Inm USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800gaO48.dgn IS IN INCHES %cul \U ( TYPE A2-8) CURB TRANSITION TYPE A2-8 TO TYPE A2-8 Mod 0 1 2 3 I i I i I i I UNIT 2232 TION ?LAYOUT SNS a N O O \ Q N ° \ O r'0r � p W W CONSTRUCTION DETAILS uj MODIFIECB D CURB URRAMP AND o CURB/DIKE/CB TRANSITIONS z 00 NO SCALE Ll I O C-48 w �o a O O PROJECT NUMBER & PHASE 0800000744 x 0 J' 0 w m cn o > w Lv L > w w o Q 0 J Q cn Y W W Q J V) Z Li W W > cf) W N I— D V) O mI r LLI m �Qo Z Lv U , U � Ln W a Lw = U o U 0 o' LLI o- a z o_ U z LL_ z Q z 0 U a w U 0 z a z O x a cn z a 0 z w a W c � o 0 x X Q O Z 0 m m o O N U x � � U II z w o j L ~ J > c ~ U �L N (/7 V) 0 a_ "4 U TOTAL 2 VERTICAL FACE ^11 7'-0'' Trans r1n iTvnr r•n nn r-nrl\ J -V uu i i i L vv vii vv�.i A #5 Cont TOTAL 8 #4 6 TOTAL 4 CD `^ A #5 5'-0'' Total 4 \_ SEE NOTE 2 ELEVATION - FG SEE NOTE 4 CONCRETE BARRIER (TYPE 60 OR 60C) TRANSITIONS TO VERTICAL FACE BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga049.dgn IS IN INCHES c w 0 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 88 624 S—u-`n h ct --- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH - z Fq C3 No. 52143 �'E xpCIVIL tiP ATF oF CAL 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 1 211 PER LAYOUT PLANS T SECTION A -A 0 2 3 NOTES: 10 FOR DETAILS NOT SHOWN, SEE STANDARD PLANS. 20 FOOTING MONOLITHIC OR DOWELED WITH 2-#8 X 8 2' -Oil. THE FOOTING IS REQUIRED AT CONCRETE BARRIER ENDS AND Cont TOTAL 8 AT INTERRUPTIONS IN CONCRETE BARRIER° =NLY SPACED 3. SEE STANDARD PLAN A76A FOR CONCRETE BARRIER (TYPE 60 AND TYPE 60C) 40 10'' CONCRETE BARRIER FOOTING EXTENDS 10' BACK FROM STRUCTURE. -Qil L 4 UNIT 2232 CONSTRUCTION DETAILS CONCRETE BARRIER TRANSITIONS DETAILS NO SCALE PROJECT NUMBER & PHASE C-49 0800000744 N Q o cv N o0 �Ln N as � o � 0 W w 0 0 J j m w w a o � z O o 0 u I L,0 L, O a O x 0 w m cn o > w Lv L > w w o' Q 0 x rr, x w n V) O W O W U J W z J LTJ J > W Ld U cf) ►o om r LLI m �Qo Z Lv U U LLI a Lw = Uo U z 0 x Q F— r)- C:) z Q F— I O F— z w F— Q w o �oo x X Q O � � Z 0 m m 0 O N U U x � � U II Z w o J � ~ J > ~ ~ a •- c c/7 U L N V) 0 Q._ SEE Str ARCHITI TRI SEE Sti DIRECTION OF TRAFFIC NCHOR (Mod) Trans RAILING (TYPE WB) CONCRETE BARRIER Abut SEE Str PLANS ARCHITECTURAL TREATMENT (1 1/2'' THICK) SEE Str PLANS CB (Type E Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 89 624 S-U-� h Com--- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. '\ CIVIL tiP ATF �F CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 DIRECTION OF TRAFFIC (TYPE 60D) TRANSITION AT CONCRETE ANCHOR BLOCK BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga050odgn IS IN INCHES Kin-= o 1. SEE CALTRANS STANDARD PLAN A77J3 FOR DETAILS NOT SHOWN. 0 2 3 UNIT 2232 s RAILING WB) CONSTRUCTION DETAILS CONCRETE BARRIER TRANSITIONS NO SCALE C-50 PROJECT NUMBER & PHASE 0800000744 N Q 0 o� N o0 �Lc) N as 0 � 0 W w 00 J j w w a o � z o P 0 UI �O w O a O C-- x 0 o' w o- a a z w 0 = U U z o � z LL- a z a z 0 U z 0 x Q F— r)- C:) z Q F— I O F— z w F— Q w o �oo x X Q O � � Z 0 m m 0 O N U U x � � U II Z w o J � ~ J > ~ ~ a •- c c/7 U L N V) 0 Q._ SEE Str ARCHITI TRI SEE Sti DIRECTION OF TRAFFIC NCHOR (Mod) Trans RAILING (TYPE WB) CONCRETE BARRIER Abut SEE Str PLANS ARCHITECTURAL TREATMENT (1 1/2'' THICK) SEE Str PLANS CB (Type E Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 89 624 S-U-� h Com--- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. '\ CIVIL tiP ATF �F CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 DIRECTION OF TRAFFIC (TYPE 60D) TRANSITION AT CONCRETE ANCHOR BLOCK BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga050odgn IS IN INCHES Kin-= o 1. SEE CALTRANS STANDARD PLAN A77J3 FOR DETAILS NOT SHOWN. 0 2 3 UNIT 2232 s RAILING WB) CONSTRUCTION DETAILS CONCRETE BARRIER TRANSITIONS NO SCALE C-50 PROJECT NUMBER & PHASE 0800000744 N Q 0 o� N o0 �Lc) N as 0 � 0 W w 00 J j w w a o � z o P 0 UI �O w O a O x 0 w m cn o > w Lv L > w w o' Q 0 x C-- x r'r I O w O w U J w z J w J > w w a a U V) ►o om r w m �Q o �z w U , U __j Lf) W a Lw = U o U z O x F - ::r F- r) - C:) r cn z Q F— I O F— z w F— Q w o �oo x X Q O � � Z 0 m m 0 O Ln u U �--� X � � U II � LL E II O Z w o J � ~ J > ~ ~ a •- c c/7 U L N V) 0 a_ EDGE OF LEGEND TOP OF CONCRETE BARRIER r`D /Tvnn cnr-1 EDGE OF PAVEMENT ''R3'' 681+50 CB (TYPE 60C) ISOLATION 7'- 7 4/5„ JO I N T L ----------------- ---------------------- i-------- FG " _____tom ------------------------------ CONCRETE BARRIER (TYPE 60C) TRANSITION AT RW 680 WITH CONCRETE BARRIER BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga051 odgn IS IN INCHES (TYPE 0 2 3 736A) UNIT 2232 CB (TYPE 736A) SEE RW PLANS Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 90 624 S-u-� h Com--- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET RW 680 SEE RW PLANS PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. sT CIVIL CAL tiP ATF OF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 CONSTRUCTION DETAILS CONCRETE BARRIER TRANSITIONS NO SCALE PROJECT NUMBER & PHASE C-51 0800000744 N Q 0 O 0 N" Ln � , � N o0 � o � 0 W w 00 J � m w LL] a o � z O o O u I LlO Ll O a O C-- x 0 > LL a a z w 0 _ U U z o � z LL- a z a z 0 U z O x F - ::r F- r) - C:) r cn z Q F— I O F— z w F— Q w o �oo x X Q O � � Z 0 m m 0 O Ln u U �--� X � � U II � LL E II O Z w o J � ~ J > ~ ~ a •- c c/7 U L N V) 0 a_ EDGE OF LEGEND TOP OF CONCRETE BARRIER r`D /Tvnn cnr-1 EDGE OF PAVEMENT ''R3'' 681+50 CB (TYPE 60C) ISOLATION 7'- 7 4/5„ JO I N T L ----------------- ---------------------- i-------- FG " _____tom ------------------------------ CONCRETE BARRIER (TYPE 60C) TRANSITION AT RW 680 WITH CONCRETE BARRIER BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga051 odgn IS IN INCHES (TYPE 0 2 3 736A) UNIT 2232 CB (TYPE 736A) SEE RW PLANS Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 90 624 S-u-� h Com--- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET RW 680 SEE RW PLANS PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. sT CIVIL CAL tiP ATF OF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 CONSTRUCTION DETAILS CONCRETE BARRIER TRANSITIONS NO SCALE PROJECT NUMBER & PHASE C-51 0800000744 N Q 0 O 0 N" Ln � , � N o0 � o � 0 W w 00 J � m w LL] a o � z O o O u I LlO Ll O a O x 0 0 w m cn o > w Lv L > w w o Q 0 w n V) 0 w U J w z J w J > w w U z 0 x Q 0 z Q 0 z w a W c � o 0 x X Q Ln m m r -r- cv �-1 O U x � � U II � LL z w o J L ~ J > c ~ U �L N (/7 V) 0 a_ CB (TYPE 736A) 706+00 707+00 "R 511 706+30 END CB 736A TRANSITION SEE WALL PLANS A Beg CB (TYPE 60) RW 696 ISOLATION JOINT SEE RW PLANS A "R5" 705+80 Beg CB 736A TRANSITION SEE WALL PLANS Vcr SECTION A—A ISOLATION JOINT CONCRETE BARRIER (TYPE 60) TRANSITION 708+00 „ I R5 LINE CB (TYPE 60) AT RW 696 WITH CONCRETE BARRER (TYPE 736A) 3 (TYPE 736A) -E RW PLANS RW 696 SEE RW PLANS CB (- BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga052.dgn IS IN INCHES SECTION B—B 0 2 3 RAILING RW PLANS RW 696 SEE RW PLANS UNIT 2232 ''R5'' 708+50 END RW 696 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 91 624 S-u-� h Com--- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. sT CIVIL CAL tiP ATF OF 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 709+00 "R5" 708+50 END CB (TYPE 60) Beg CB ( TYPE 60C) �— DITCH /W EDGE OF PAVEMENT LOWSIDE OF CB (TYPE 60C) CONSTRUCTION DETAILS CONCRETE BARRIER TRANSITIONS NO SCALE PROJECT NUMBER & PHASE C-52 0800000744 N Q N o N N °° Ln �Ln N as O 00 W w 0 0 J � a - w w a o � z O o O uI �O w O a O C-- x 0 w o- a a z w 0 = U U � Z r-') � Z Q z Q z 0 U z 0 x Q 0 z Q 0 z w a W c � o 0 x X Q Ln m m r -r- cv �-1 O U x � � U II � LL z w o J L ~ J > c ~ U �L N (/7 V) 0 a_ CB (TYPE 736A) 706+00 707+00 "R 511 706+30 END CB 736A TRANSITION SEE WALL PLANS A Beg CB (TYPE 60) RW 696 ISOLATION JOINT SEE RW PLANS A "R5" 705+80 Beg CB 736A TRANSITION SEE WALL PLANS Vcr SECTION A—A ISOLATION JOINT CONCRETE BARRIER (TYPE 60) TRANSITION 708+00 „ I R5 LINE CB (TYPE 60) AT RW 696 WITH CONCRETE BARRER (TYPE 736A) 3 (TYPE 736A) -E RW PLANS RW 696 SEE RW PLANS CB (- BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga052.dgn IS IN INCHES SECTION B—B 0 2 3 RAILING RW PLANS RW 696 SEE RW PLANS UNIT 2232 ''R5'' 708+50 END RW 696 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 91 624 S-u-� h Com--- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. sT CIVIL CAL tiP ATF OF 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 709+00 "R5" 708+50 END CB (TYPE 60) Beg CB ( TYPE 60C) �— DITCH /W EDGE OF PAVEMENT LOWSIDE OF CB (TYPE 60C) CONSTRUCTION DETAILS CONCRETE BARRIER TRANSITIONS NO SCALE PROJECT NUMBER & PHASE C-52 0800000744 N Q N o N N °° Ln �Ln N as O 00 W w 0 0 J � a - w w a o � z O o O uI �O w O a O x 0 J' 0 � w m cn o > w w Ln Er > w w � o Q 0 CD w z w 0 J Z Z W Q > W W u N m� r w m Q LL] D Z w � U � U , U � Lf) w aw = U o U 0 V / > o' w o- w a z o_ U Z LL_ z Q w z 0 U z 0 x a 0 r cn z Q o F z w F— a w 0 0 X X Q 00 m m 0 0 �U o v v � x � � U � " o z w o j L ~ a J > ~ ~ U �L N (/7 V) 0 a_ a w U z a 4,-0" Typ a CD z MOTIF X MOTIF Z 8 -0 il TYPICAL ELEVATION MOTIF Z �2 • MOTIF Y 8 -0 il Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 92 624 S—u-� h ct --- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq c 09-08-11 4 /-Oil PLANS APPROVAL DATE Conic BARRIER Q0 Typ THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORiES OF TH/S PIAN SHEET PARSONS 011111115M.�.��.7:7_71 SOON c �� ANN CHEAH - z w No. 52143 Exp. sT CIVIL tiP ATF �F CAL 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 1 ,-611 Typ (Aj-.aw-- GRID SPACING TYPICAL MOTIF Z ELEVATION CD MnTTF Y -b 91 yp GRID SPACING TYPICAL MOTIF X ELEVATION ,/211=1, -oil A B C D ,/211=1, -oil MnTTF Y 1 '-6„9 Typ GRID SPACING TYPICAL MOTIF Y ELEVATION ,/211=1, -oil BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga053.dgn IS IN INCHES 0 0 C 0 0 2 3 Conic SECTION A—A %411 -1, -oil 0 no C u LEGEND 1 - INDICATES VERTICAL GRID LINE Q_ A - INDICATES HORIZONTAL GRID LINE CONSTRUCTION DETAILS CONCRETE BARRIER WITH AESTHETICS DESIGN NO SCALE C-53 UNIT 2232 PROJECT NUMBER &PHASE 0800000744 N Q o � N Ln Ln �Ln N o0 � o 00 Ww 0 0 Ww Q� o� z o 0 0 u, 'o w cl�o a O LEGEND ABBREVIATIONS: X � ADL MATERIAL WITH ADL (TYPE Y1) CHDPE ROADWAY EXCAVATION OF MATERIAL WITH ADL (TYPE Y1) WITH ADEA LI(TBPE YlLE 0j BACKFILL MATERIAL X 0 w m un o > L-1 w > w L-1 o Q 0 cn CD W z w 0 J n z z w a > w w C/) I— cn z O X ~ Q F_ O Z Q LL_ O F_ Z LLJ Q LLJ o ,Jm , o 0 X X Q O -E:: Z O �I O Ln U U Fy X J � U II n LL_ E " o z LLJ Q JN ~ ~ U —L N (/7 V) 0 0- im M A I /r 1Ir AIT r- r- l�T T r\AI AERIALLY DEPOSITED LEAD CORRUGATED HIGH DENSITY POLYETHYLENE Exist EP TYPICAL SECTION GRADING PLANE ROADWAY EXCAVATION OF MATERIAL WITH ADL m EP T . II"1/\l'l Tr fl m /\m m/l111 AREA AVAILABLE FOR BACKFILLING MATERIAL WITH AERIALLY DEPOSITED LEAD (TYPE Y1) BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga054.dgn IS IN INCHES No. 5 PULL BOX 6 II FG CAP LONG SWEEP ELL #3 Re i of BAR 11 THRUST BLOCK (Min 2 CF PCC) 0 2 3 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 93 624 S -0-`n h CJ`--- 09-08-11 ESS REGISTERED CIVIL ENGINEER DATE QR�FI��4 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CPRS OR AGENTS SHA/ L NOT BF RFSPONSIBL F FOR THE ACCURACY OR COMPL FTENFSS OF SCANNED COPIES OF THIS PLAN SHEET SOON ANN CHEAH - z w No. 52143 Exp. sT CIVIL P ATF ()F CAL 1F ti 3232 0 EAST CUASTI ROAD SANBAC SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 TYPE ''A'' PAVEMENT MARKER AT EP 4' Min FG BUSHING 2' 12'' Min PAVEMENT SECTION a — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — lea \\�-8'' CHDPE PIPE WATERLINE CROSSOVER '-—SPRINKLER CONTROL CROSSOVER COMPACTED OR WITH PULL WIRE UNDISTUBED SOIL TYPICAL SECTION IRRIGATION CROSSOVER UNIT 2232 CONSTRUCTION DETAILS IRRIGATION CROSSOVER & MATERIAL WITH AERIALLY DEPOSITED LEAD NO SCALE C-54 PROJECT NUMBER & PHASE 0800000744 Q N O N o0 �Ln No0 O W W 00 W W Q� o � z O o O Ln I >O w �O a O 2:� X 0 cn w a_ cn _ Q Q z w 0 = U U >_ Z r) � Z LL_ Q z Q z 0 U z O X ~ Q F_ O Z Q LL_ O F_ Z LLJ Q LLJ o ,Jm , o 0 X X Q O -E:: Z O �I O Ln U U Fy X J � U II n LL_ E " o z LLJ Q JN ~ ~ U —L N (/7 V) 0 0- im M A I /r 1Ir AIT r- r- l�T T r\AI AERIALLY DEPOSITED LEAD CORRUGATED HIGH DENSITY POLYETHYLENE Exist EP TYPICAL SECTION GRADING PLANE ROADWAY EXCAVATION OF MATERIAL WITH ADL m EP T . II"1/\l'l Tr fl m /\m m/l111 AREA AVAILABLE FOR BACKFILLING MATERIAL WITH AERIALLY DEPOSITED LEAD (TYPE Y1) BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800ga054.dgn IS IN INCHES No. 5 PULL BOX 6 II FG CAP LONG SWEEP ELL #3 Re i of BAR 11 THRUST BLOCK (Min 2 CF PCC) 0 2 3 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 93 624 S -0-`n h CJ`--- 09-08-11 ESS REGISTERED CIVIL ENGINEER DATE QR�FI��4 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CPRS OR AGENTS SHA/ L NOT BF RFSPONSIBL F FOR THE ACCURACY OR COMPL FTENFSS OF SCANNED COPIES OF THIS PLAN SHEET SOON ANN CHEAH - z w No. 52143 Exp. sT CIVIL P ATF ()F CAL 1F ti 3232 0 EAST CUASTI ROAD SANBAC SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 TYPE ''A'' PAVEMENT MARKER AT EP 4' Min FG BUSHING 2' 12'' Min PAVEMENT SECTION a — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — lea \\�-8'' CHDPE PIPE WATERLINE CROSSOVER '-—SPRINKLER CONTROL CROSSOVER COMPACTED OR WITH PULL WIRE UNDISTUBED SOIL TYPICAL SECTION IRRIGATION CROSSOVER UNIT 2232 CONSTRUCTION DETAILS IRRIGATION CROSSOVER & MATERIAL WITH AERIALLY DEPOSITED LEAD NO SCALE C-54 PROJECT NUMBER & PHASE 0800000744 Q N O N o0 �Ln No0 O W W 00 W W Q� o � z O o O Ln I >O w �O a O X 0 � w m Ln o > III w Ln Fr > w w � m a 0 X CC X 0:: w CL N O w O w U J W z J W J > W W _ F- u N NEI I 0 m �- W m Q Jz w U U J V) W aw = U r-) U z O X ~ a 0 z Q O F- 771 w F- Q w o J m LL X X Q o �I Lc) U U F� X � � U II E z°°� w 11 � o � J > ~ ~ U �L N (n N 0 CL EX i c,+ T- 1 n t'VNr% I CE% I I I L. CONCRETE SPILLWAI PLAN J - -\ -,,,_ Nu, -31� 12 I I 2 I I x is t I,10 ` \ I Chol i i 12' O.C. FROM Sta 675+00 TO Sta 680+00 ** Sta 675+00 TO Sta 680+00 CONCRETE BARRIER (TYPE 60) WITH SCUPPER OPENING BORDER LAST REVISED 7/2/2010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800gaO55.dgn IS IN INCHES 60) 3ARRIER BASE MINOR CONCRETE 0 1 2 3 12 ABBREVIATIONS: O.C. OFFSET FROM CENTER CONCRETE SPILLWAY Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 94 624 S --a`^ h CL --t- 09-08-11 REGISTERED CIVIL ENGINEER DATE QR�FESSIp414 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 SOON �2 ANN CHEAH - z No. 52143 m cr- it Exp. s� CIVIL �P ATF pF CAL JF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 \---------- Exist I-10 Chnl SECTION B -B UNIT 2232 12 3" 4" SECTION A -A 6X6 W5.4/5.4 WELDED WIRE MESH 'E 60) Z OPENING CONSTRUCTION DETAILS CONCRETE BARRIER SCUPPER "I-10" WB Sta 653+95 TO 680+00 NO SCALE PROJECT NUMBER & PHASE 10:••446 C-55 a N (\j N•� O M II II � p ww O O J J cl- c)- W W a o � o0 � O O w a O J O CC X 0 cn Cr w r D _ Q a z w 0 _ U U �- z o z LL a z Q z 0 U z O X ~ a 0 z Q O F- 771 w F- Q w o J m LL X X Q o �I Lc) U U F� X � � U II E z°°� w 11 � o � J > ~ ~ U �L N (n N 0 CL EX i c,+ T- 1 n t'VNr% I CE% I I I L. CONCRETE SPILLWAI PLAN J - -\ -,,,_ Nu, -31� 12 I I 2 I I x is t I,10 ` \ I Chol i i 12' O.C. FROM Sta 675+00 TO Sta 680+00 ** Sta 675+00 TO Sta 680+00 CONCRETE BARRIER (TYPE 60) WITH SCUPPER OPENING BORDER LAST REVISED 7/2/2010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800gaO55.dgn IS IN INCHES 60) 3ARRIER BASE MINOR CONCRETE 0 1 2 3 12 ABBREVIATIONS: O.C. OFFSET FROM CENTER CONCRETE SPILLWAY Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 94 624 S --a`^ h CL --t- 09-08-11 REGISTERED CIVIL ENGINEER DATE QR�FESSIp414 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 SOON �2 ANN CHEAH - z No. 52143 m cr- it Exp. s� CIVIL �P ATF pF CAL JF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 \---------- Exist I-10 Chnl SECTION B -B UNIT 2232 12 3" 4" SECTION A -A 6X6 W5.4/5.4 WELDED WIRE MESH 'E 60) Z OPENING CONSTRUCTION DETAILS CONCRETE BARRIER SCUPPER "I-10" WB Sta 653+95 TO 680+00 NO SCALE PROJECT NUMBER & PHASE 10:••446 C-55 a N (\j N•� O M II II � p ww O O J J cl- c)- W W a o � o0 � O O w a O J O x z Q �Z w w CD J z w > Y w W (n U CONCRETE BARRIER LIMITS OF PAYMENT FOR CONCRETE BARRIER TYPE 60R Type 60C 20' Min TRANSITION IN BARRIER WIDTH AND TRANSITION TO VERTICAL FACE 20' Min TRANSITION IN HEIGHT >z r w m Qz o �z w U U w Ln w aw = A U o U x 0 > o' Li o- w A a a z w 0 _ U U � z o z w a z 4.. Q BOLTS z 0 U LIMITS OF SECTION B -B COVER R 20 Min o C9 x I SEAL WELD 21/2'' 0 HOLES IN COVER PLATE I7 o I I�I R% x 5'' x 3'-11'' WITH iY16'' X7/8'' II SLOTTED HOLES ocxD � X X Q 0 �' �' Z , DETAIL F �C-) COUNTY U POST MILES SHEET TOTAL x � No. SHEETS 08 � 10 U 95 624 II 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a � SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS �x Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR s" tiP THE ACCURACY OR COMPLETENESS OF SCANNED ATF OF JF COPIES OF TH/S PIAN SHEET PARSONS °' 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARI09 CALIFORNIA 91761 z SAN BERNARDINO, CA 92410 wLjj o Q J> ~ ~ �L (/7 U N V) 0 a_ VARIES C 20 Min o- V 0 SLEEVE NUT ANCHORAGE (SEE DETAIL E) OR RESIN CAPSULE ANCHORAGE (SEE ALTERNATIVE ANCHORAGE). A TOTAL OF 12 ANCHORAGE UNITS REQUIRED PER PLATE. ALL METAL PLATES TO BE GALVANIZED AFTER FABRICATION. COLUMN HARDWARE TO BE GALVANIZED OR NON -CORROSIVE OPTIONAL 2 o LIFT HOLES _ ISI i � i I I ISI II � I ISI I �� I I ISI II SEE DETAIL F V COVER PLATE ELEVATION LIMITS OF SECTION C -C v TYPE 60C 20'-0'' PARALLEL TO BARRIER PLAN 1" C I r Typ V COVER PLATE SEE DETAIL D 51 Z_ -------- 1 ,-011 Typ V COVER PLATE � COLUMN 21/2'' 0 HOLE 4 18 MAX BOTH WAYS Slot 16 x 7/g" PCC SLAB R#4 Tot 4 WITHIN ___LIMITS OF SECTION C -C ONLY #4 Tot 4 Cont #4 9 24 PAVEMENT OR WELL COMPACTED BASE SECTION C- C BENEATH BARRIER V SLEEVE NUT ANCHORAGE (Typ) SECTION VERTICAL FACE 2'-0'' & VARIES .40 #4 Tot 8 Cont A -A SECTION Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 95 624 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a � SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS �x Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR s" tiP THE ACCURACY OR COMPLETENESS OF SCANNED ATF OF JF COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARI09 CALIFORNIA 91761 SAN BERNARDINO, CA 92410 PAVEMENT OR WELL 13-13 COMPACTED BASE BENEATH BARRIER %'' SLEEVE NUT ANCHORAGE 1 8 DETAIL E 4�/211+i 6" #4 Tot 9 Typ — 3/8" PLATE FLUSH WITH CONCRETE I I - #4 9 24 CO 4'' EXPANDED POLYSTYRENE BETWEEN COLUMN & BARRIER. SEE NOTE 3 V O CAP SCREW OR BOLT WITH WASHER % 4 RESIN CAPSULE ANCHOR FOR ° %''0 THREADED ROD D � a CHISEL -POINTED STEEL INSERT WITH FEMALE THREADS BONDED WITH DETAIL A A RESIN ANCHOR ALTERNATIVE ANC #4 Cont #4 Tot 4 — - #4 18 Max #4n12 DETAIL D 5/8 0 CHISEL Max POINTED STUD BOLT WITH NUT AND WASHER DETAIL B HORAGE NOTES:1) RESIN CAPSULE ANCHORAGE IS SUBJECT TO APPROVAL OF THE ENGINEER. INSTALLATION PROCEDURES SHALL COMPLY WITH MANUFACTURER'S INSTRUCTIONS. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE _> 846800ga056odgn IS IN INCHES 2) DETAIL B SIMILAR TO DETAIL A EXCEPT FOR ANCHORAGE DEVICES. 0 1 2 3 V Q HEX HEAD BOLT AND WASHER 12 PER COVER PLATE 1/2 11 + 21/2'' 0 HOLE M I SLOT l%6••X 7/8" EDGE OF COLUMN = O I I O 4'' EXPANDED M LnPOLYSTYRENE — SLEEVE NUT V2( X 3�/2'' LONG HEX HEAD BOLT TOT 12 O DETAIL E ///7 UNIT 2232 NOTES: 1. CONTRACTOR OPTIONS FOR FILL BETWEEN BARRIER WALLS. OA PLACE 2'-0'' PCC AT BASE BETWEEN BARRIER WALLS. © PLACE GRANULAR MATERIAL FROM BASE TO BOTTOM OF 4'' CAP. 2. FORMING MATERIAL FOR 4'' CAP MAY REMAIN IN PLACE. 3. ENCLOSE COLUMN WITH 4'' EXPANDED POLYSTYRENE AT LOCATIONS WHERE CONCRETE OR CEMENT TREATED BASE ENCASES THE COLUMN. CONSTRUCTION DETAILS CONCRETE BARRIER TYPE 60R TRANSITION AT BRIDGE COLUMN NO SCALE PROJECT NUMBER & PHASE N o Ln �Ln 0 00 Ww 0 0 Ww a o � z O P 0 u� I 0 C-56 Ll �o aO 0800000744 54 x 0 w m cn o > w w U) w > w w I— Fr a 0 a w U Q ~ O m J r) J r'r w a U U rr 'NInT<: C 1. SILT FENCES SHALL BE PLACED BETWEEN DISTURBED EARTH AREAS AND NON -DISTURBED OFF-SITE AREAS DOWNSTREAM. ANTICIPATED LOCATIONS OF SILT FENCE ARE SHOWN ON THE PLAN. 2. WHERE REQUIRED, SILT FENCES SHALL BE PLACED 1 FT LEGENDOO ////-TFR////- TEMPORARY FIBER ROLL (TYPE 1 PER CTSP T56) xx—TSF —xx TEMPORARY SILT FENCE (PER CTSP T51) TEMPORARY CONSTRUCTION ENTRANCE (PER CTSP T58) ABBREVIATIONS". TCE � I X u� fl > U� -I Q O W n- m UNION PACIFIC RAILROAD Q > STANDARD PLAN CTNSP U w 0 w In ffl {fl m ffl A X � u� ^ Q a II z w E II U ^ z U W z o � z LL_ Q J > ~ z c Q U L N V) 0 0 - Z O U 'NInT<: C 1. SILT FENCES SHALL BE PLACED BETWEEN DISTURBED EARTH AREAS AND NON -DISTURBED OFF-SITE AREAS DOWNSTREAM. ANTICIPATED LOCATIONS OF SILT FENCE ARE SHOWN ON THE PLAN. 2. WHERE REQUIRED, SILT FENCES SHALL BE PLACED 1 FT LEGENDOO ////-TFR////- TEMPORARY FIBER ROLL (TYPE 1 PER CTSP T56) xx—TSF —xx TEMPORARY SILT FENCE (PER CTSP T51) TEMPORARY CONSTRUCTION ENTRANCE (PER CTSP T58) ABBREVIATIONS". TCE TEMPORARY I PME u� fl > U� -I Q PERMANENT W n- m UNION PACIFIC RAILROAD Q z STANDARD PLAN CTNSP U w 0 CALTRANS In ffl {fl m ffl LL X � ^ U II ^ L.L E II ^ z W II 0 L J > ~ a •- c U L N V) 0 0 - 'NInT<: C 1. SILT FENCES SHALL BE PLACED BETWEEN DISTURBED EARTH AREAS AND NON -DISTURBED OFF-SITE AREAS DOWNSTREAM. ANTICIPATED LOCATIONS OF SILT FENCE ARE SHOWN ON THE PLAN. 2. WHERE REQUIRED, SILT FENCES SHALL BE PLACED 1 FT LEGENDOO ////-TFR////- TEMPORARY FIBER ROLL (TYPE 1 PER CTSP T56) xx—TSF —xx TEMPORARY SILT FENCE (PER CTSP T51) TEMPORARY CONSTRUCTION ENTRANCE (PER CTSP T58) ABBREVIATIONS". TCE TEMPORARY CONSTRUCTION EASEMENT PME PERMANENT MAINTENANCE EASEMENT PUE PERMANENT UTILITY EASEMENT UPRR UNION PACIFIC RAILROAD CTSP CALTRANS STANDARD PLAN CTNSP CALTRANS NEW STANDARD PLAN CTRSP CALTRANS REVISED STANDARD PLAN Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 96 624 09/08/11 ROFEsslo REGISTERED CIVIL ENGINEER DATE e tiq, 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR I TS OFFICERS OR AGENTS SRAL L NOT BE RESROI/SIBL E FOR THE ACCURACY OR COMRL ETENESS OF SCANNED �o RICHARD o< S. BOTTCHER w No. 47080 m Exp.12/31 /13 � � SI CIVIL P ti OF CAL COPIES OF THIS PLAN SHEET INSIDE R/W EASEMENT BOUNDARIES. TEMPORARY DRAINAGE INLET PROTECTION (PER CTNSP T61 ,T62,T63,T64) PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET 3. IN SOME CASES, SILT FENCES MAY BE REQUIRED TO DELINEATE SUITE 200 14DO01 TFMPnRARY rHFrK RAM (TYPE 2 PFR rTSP T57) r)NTAC7Trl TC(1DNIIA Q17r1 SAN BERNAROINo, CA 9241 n 4- 9 9 N � I n- O� W H W - Z W Zw F -1 W J N Z U F - Q BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800gb001adgn RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000744 R x I un U� fl > —I Q W n- m Q z u w O In a- a- x x w � U II n L.L E II n z N w II L 0 J � ~ a •— c c/) U L N V) 0 0- z a w T i0-0 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 1 SBd 1 10 12.3/14.1 97 624 09/08/11 ROFEssro DATE �o e tiq� z RICHARD S. BOTTCHER z No. 47080 Exp 12/31 /13 s CIVIL 0 CF CAL I F _.........................._... - ------ ---- 51141E Of OR AGENTS SHAL L NOT BE RESROIVSIBL E FOR HCCUACY OMOCEDTN COPIES OF THIS PLAN SHEET UJ Lit Z Lv V) J BORDER LAST REVISED 7/2/2010 SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 M p I O � W I Lv H Lv Z Lv LIJ J (1) 2 U Q z _ �-'11A?QJRFk�' �!1 � �F. -e;LLUTIUN ------------ T R L P L -------- ---------- -------- --- m SCALE: 1"=50' USERNAME=>p0019553 DGN FILE => 846800gb002.dgn THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES W P Ce - 2 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 L C R x ► z 0 x � Q 0 r z Q li. 0 z w Q W 0 ry- x Q W n- m � o � O Q�z� u LLI u(� w x w w � U II n L.L E II C) Q a z W o ~ L U -J; 54 X a w I— U F - Q � O c0 cn V) J J p W r'r 2 Q U 2 I- U ► z 0 X ~ a 0 r z a li. 0 z w Q W 0 EPr w I X n Un O w w O w fA �G fA w X � ^ Q a II z w o _ U ^ z IIL u W z o � z LcnLL- a •- c U L N V) 0 0 - U) z 0 u z 0 X ~ a 0 r z a li. 0 z w Q W 0 EPr ffl I n Un v w O fA �G fA X � ^ U II ^ II L.L E ^ z IIL 0 W ~ J > a •- c U L N V) 0 0 - Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 99 624 SEE SHEET I WPC -5 C Sta 23+50 MATCH LINE ............. ...::........ REGISTERED CIVIL ENGINEER 7. : .. x�- T C E 09/08/11 QROFE SIO DATE o�RD �' RIC�1- S. BOTTCHER z X X �.......:::::::::::.::::::::::::::::::::::::::::::::::::::: 32000EAST GUASTI ROAD q SUITE 200 ONTARIO,CALIFORNIA 91761 No. 47080 Exp 12/31 /13 s CIVIL P l CAL SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800gb004.dgn THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE lAl P411% —4 le v U3, 0800000744 N 0 N a Ln � o o0 II II W w F-- 00 J W W d L:) Q > O � I J O i O O Ty BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800gb004.dgn THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE lAl P411% —4 le v U3, 0800000744 N 0 N a Ln � o o0 II II W w F-- 00 J W W d L:) Q > O � I J O i O O 54 x 0 LLJ m cn o > w w U > w w I - Fr a 0 rr Ld F U (y- F- < F- :2 o in J W = a U 2 F- U O�E-mffffi--w i M w m Q LL] J z W U u J u� w Q W = U U Z O x ~ Q O N Z Q L.L O Z W m F— Q W D Fr X O w n- m o � z Q�z� > u Ld O In a- a--09 w x A un I I n L.L II Q Q E z W z W U o ~ L L ~ U >- J> z � a •- � Z U L N LL- Q U) c) CL z Q cn Z O U Z O x ~ Q O N Z Q L.L O Z W m F— Q W D 0 Ln 0) M (.0 U 0 IZ 4- 3:V) Ld Lv Z 2 W Z LLJ LLJ J U F— QS L BORDER LAST REVISED 7/2/2010 SEE SHEET MATCH LINE "C" USERNAME=>p0019553 DGN FILE => 846800gb005adgn WPC -6 Sta 31 +50 0 0 III -00 ATCH LINE "C'I Sta 23+50 M SEE SHEET WPC -4 THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 U Ln F— Ld Ld LLJ V) Z �--� Ld J Ld N 2 U F— Q Dist COUNTY ROUTE POST MILES �SHEET�TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 00 624 �-S - 09/08/11 ROF E S S Io REGISTERED CIVIL ENGINEER DATE e tiq 09/08/11 PLANS APPROVAL DATE THE STA TF OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHAL L NOT BE RESROI/SIBL E FOR THE ACCURACY OR COMRL ETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD S. BOTTCHER z Ll No. 47080 71 Exp 12/31 /13 DDj \�s; CIVIL P \� OF CAL SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 TEMPA""e;yriY rd1Y�-r3��w-E�i�%,v'w% NTROL PLAN SCALE: 1 "=50' PROJECT NUMBER & PHASE 0800000744 N 0 N a � o I� �I 0 0 w w 00 J Ld w o � z 0 o O OLL] �o 0 Q Jol I w n- m o � z Q�z� u Ld O In a- a--09 LL x U I I n L.L II O E z W o. o ~ L L ~ Q J> a •- cry U L N U) c) CL 0 Ln 0) M (.0 U 0 IZ 4- 3:V) Ld Lv Z 2 W Z LLJ LLJ J U F— QS L BORDER LAST REVISED 7/2/2010 SEE SHEET MATCH LINE "C" USERNAME=>p0019553 DGN FILE => 846800gb005adgn WPC -6 Sta 31 +50 0 0 III -00 ATCH LINE "C'I Sta 23+50 M SEE SHEET WPC -4 THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 U Ln F— Ld Ld LLJ V) Z �--� Ld J Ld N 2 U F— Q Dist COUNTY ROUTE POST MILES �SHEET�TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 00 624 �-S - 09/08/11 ROF E S S Io REGISTERED CIVIL ENGINEER DATE e tiq 09/08/11 PLANS APPROVAL DATE THE STA TF OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHAL L NOT BE RESROI/SIBL E FOR THE ACCURACY OR COMRL ETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD S. BOTTCHER z Ll No. 47080 71 Exp 12/31 /13 DDj \�s; CIVIL P \� OF CAL SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 TEMPA""e;yriY rd1Y�-r3��w-E�i�%,v'w% NTROL PLAN SCALE: 1 "=50' PROJECT NUMBER & PHASE 0800000744 N 0 N a � o I� �I 0 0 w w 00 J Ld w o � z 0 o O OLL] �o 0 Q Jol 54 x 0 � w m un o > w w cn w > w LL t- 0 a w I- U F - Q � O c0 cn V) J J p W r'r 2 Q U 2 I- U ► EPr ry- I x n > Un J Q O PLAN a I z !Z v w O w fA �G fA n X � Q Q z w o _ U °' z u w z o � z ~ I� a J > z c U L N V) 0 0- z 0 u EPr ffl I •. - - • n > Un J Q '; �i3L PLAN a I z !Z v w O fA �G fA _ X � U E"o °' z w 0 L ~ J > a •- c U L N V) 0 0- SEE SHEET WPC -7 MATCH LINE "C" Sta 40+00 :::::.... ..---- :... _..._... _._........ _---- -- ------ - -- ....._.------------ ............. •. - - • ------------------- ---- ------------.... I I I Ito] 9 BORDER LAST REVISED 7/2/2010 R /W MATCH LINE "C" Sta 31+50 SEE SHEET WPC -5 USERNAME=>p0019553 DGN FILE => 846800gb006.dgn Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 101 624 09/08/11 REGISTERED CIVIL ENGINEER DATE QROFF- sl0 o I/q RICHARD 09/08/11 PLANS APPROVAL DATE :; - THE STA TE OF CAL IFORNIA OR ITS OFFICERS :::.:::::::::::::::.:::::::::::•:::::::::::........;.................. OR AGENTS SRAL L NOT BE RESRONSIBL E FOR - - ;: .- - - - - - - -. .. .............. SS OF SCANNED ... THE ACCURACY OR COMRL ETENE COPIES OF THIS PLAN SHEET PARSONS ; ---- - ...... 3200 EAST .?:�.:�:;:-•�-�-......-_......; ; .. ,-;--- - ... ::::::::: - ::__-._.....::.:.::::.:-.......- GUASTI ROAD : - � � --...._.........-.-- SUITE 200 :.............................................................. ? ONTARIO, CALIFORNIA 91701 THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES S. BOTTCHER CD P-1 No. 47080 Exp 12/31 /13 s CIVIL T P, q T � F 0 CF CAL 1F SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 TEMP v"MAR"Y" WATER Pv`--- LLUTION 'a��. �J �J�i '; �i3L PLAN SCALE: 1 "=50' L C w P C- 6 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 N 0 N a �- � o o0 II II W w 00 J w w d o� �o O J O i o O 54 x rr Q w F- U (y- F- < F- 0 0o V) J W rr 2 Q U 2 1--- U �E Z O x ~ Q O N Z Q L.L O Z W m F— Q OLW D I Q IBJ J W u� J = w Q Q u� z W O _ � I— U z 0 I I Z LL- Q II O E I z W v) ~ L L ~ Q 0 J> L) Z O x ~ Q O N Z Q L.L O Z W m F— Q OLW D :+' ............ TOTAL PROJECT No.SHEETS .Dist COUNTY :•• .. 08 SBd 10 1 203/1 4.1 102 624 BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800gb007adgn MATCH LINE "C" Sto 40+00 SEE SHEET WPC -6 THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHE SCALE: 1 ''=50' UNIT 2232 PROJECT NUMBER & PHASE W P q0taffilf"— 7 080000074 N 0 c� w Q > 0 a a w w 00 -1 J LL a w w o � z O o O O w �o IQ ) CD OI I Q J u w u� X � U I I II O E z W o ~ L L ~ Q J> a •— cry U L N U) c) CL :+' ............ TOTAL PROJECT No.SHEETS .Dist COUNTY :•• .. 08 SBd 10 1 203/1 4.1 102 624 BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800gb007adgn MATCH LINE "C" Sto 40+00 SEE SHEET WPC -6 THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHE SCALE: 1 ''=50' UNIT 2232 PROJECT NUMBER & PHASE W P q0taffilf"— 7 080000074 N 0 c� w Q > 0 a a w w 00 -1 J LL a w w o � z O o O O w �o IQ ) CD OI 54 x m 0 w cn w Fr z w T i1-0 z 0 X ~ a 0 r z a li. 0 z w Q W 0 � I X un fl > Un —I Q O W n- m (n Q > u w O W In ffl {fl (L ffl n X � ^ Q a II Z w E II U ^ z u W z o � z ~ LL- a J > z c U L N V) 0 0- cn z 0 u z 0 X ~ a 0 r z a li. 0 z w Q W 0 0 Lo r 0 Ln N- U Q n4 - Ln LTJ Lu_� 2 N W Z LTJ �--� Ld J U Q Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 03 624 -';� 'S' 09/08/11 ROFEsslo REGISTERED CIVIL ENGINEER DATE e ti4 09/08/11 PLANS APPROVAL DATE THE 51-47E OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHAL L NOT BE RESPOIVSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD S. BOTTCHER z No. 47080 Exp 12/31 /13 \S, CIVIL P� TF CAL IFo�j SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 0 Lo Lo r (� n-- L ' H LIJ V LTJ Z Lv F LJ.J J V) BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800gb008.dgn THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000744 I un fl > Un —I Q W n- m Q z u w O In ffl {fl (L ffl LL X � ^ U II ^ L.L E II ^ z W II 0 L ~ J > a •- c U L N V) 0 0- 0 Lo r 0 Ln N- U Q n4 - Ln LTJ Lu_� 2 N W Z LTJ �--� Ld J U Q Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 03 624 -';� 'S' 09/08/11 ROFEsslo REGISTERED CIVIL ENGINEER DATE e ti4 09/08/11 PLANS APPROVAL DATE THE 51-47E OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHAL L NOT BE RESPOIVSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD S. BOTTCHER z No. 47080 Exp 12/31 /13 \S, CIVIL P� TF CAL IFo�j SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 0 Lo Lo r (� n-- L ' H LIJ V LTJ Z Lv F LJ.J J V) BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800gb008.dgn THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000744 R x �m we -_w Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 04 624 O Ln N Imo- O Q� 4- I V) n O I --d H w W I) z w H J LLI (J') U F -- Q BORDER LAST REVISED 7/2/2010 TEMP LLUTION14 ORARY WATER PV44� ---------- ------------- HL, ���eTVis_ PLAN SCALE: 1 50' USERNAME=>p0019553 DGN FILE => 846800gb009adgn THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000744 N 0 N a 0-) � o I� �I 0 0 w w 00 J W W o � z O o O u, O w O Q CD OI W I X O w n- � o > Z Q�z� w u Ld A In a- <fl a- LL un Q a n z w I I n L.L U II C> E U >- z o � z LL- a II z ~ Q Q J> a •- cry U L N cn U) c) CL z 0 U Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 04 624 O Ln N Imo- O Q� 4- I V) n O I --d H w W I) z w H J LLI (J') U F -- Q BORDER LAST REVISED 7/2/2010 TEMP LLUTION14 ORARY WATER PV44� ---------- ------------- HL, ���eTVis_ PLAN SCALE: 1 50' USERNAME=>p0019553 DGN FILE => 846800gb009adgn THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000744 N 0 N a 0-) � o I� �I 0 0 w w 00 J W W o � z O o O u, O w O Q CD OI I w n- � o m � Z Q�z� u Ld In a- <fl a- LL x Q n U I I n L.L II C> E z W o. II L L ~ Q J> a •- cry U L N U) c) CL Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 04 624 O Ln N Imo- O Q� 4- I V) n O I --d H w W I) z w H J LLI (J') U F -- Q BORDER LAST REVISED 7/2/2010 TEMP LLUTION14 ORARY WATER PV44� ---------- ------------- HL, ���eTVis_ PLAN SCALE: 1 50' USERNAME=>p0019553 DGN FILE => 846800gb009adgn THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000744 N 0 N a 0-) � o I� �I 0 0 w w 00 J W W o � z O o O u, O w O Q CD OI 54 x 0 > W m � o > L LI W U > W w I - Fr Q 0 ► I W m un Un fl > -I Q W W m u Q W W .� u w ) 0') C LL U U C J QW= W c.�r ^ U Wu n L.L E II ^ z W L L ~ LL) J > W L a •- c W U L N W V) 0 0 - L F Lli LJJ Q Z W N O U u z o � z LL- a z cn z 0 u z 0 X ~ Q 0 r z Q li. 0 z w Q W 0 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 1 SBd 1 10 1 12.3/14.1 1 1 05 1 624 BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800gb010adgn THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES -gft wpk;,3, -10 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 I un Un fl > -I Q W n- m Q z u w O In m ffl {fl ffl LL X � ^ U II ^ L.L E II ^ z W II 0 L ~ J > a •- c U L N V) 0 0 - Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 1 SBd 1 10 1 12.3/14.1 1 1 05 1 624 BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800gb010adgn THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES -gft wpk;,3, -10 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 A", n � II E C) N /� Z — II � L O W � H J a •� c U L N V) 0 W x 0 0 � w m cn o > w w L > w w � o Q 0 w n V) 0 w U J w z J w J > w w U ►0 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° i da o r w m �Qo �z w U U — Ln w aw = wo u x C-- 0 o' w o- w w = a a z w — 0 _ U z o � z LL- a z Q 1 w w z 0 z 0 x F - ::r I- r cn z Q I— II 0 F- ---1 w F- a W c � � o 0 x X Q O � � z O m m O O n U �--� x � U I I � LL LLJ 0 J � ~ J > ~ ~ a •- c c/7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 ABBREVIATIONS: C CUT F FILL C/F CUT / FILL LIMIT -- � I I I I I I rl � I II _I-- - ---- - - - - - -- I II I II I o I — ASPH � � I I I R /W� -X k ASPH u G�------------ ____ C UB C 7 - NC CONC E I-1 D Cf/ANI/EL — -- - - F C F ASPH--_- - ----------------_---- --_ - EJ _ _ - SAWCUT & JOIN SBD - 1 0 CONIC Exist Pvmt E SBD - 10 WB Rte 10 - 66Q ASPH 2 LINE EB Rte TO CONC - --_ -----ASPH ----- I ASPH Dist COUNTY ROUTE POST MILES SHEET TOTAL G_1 N TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 07 624 S-u-� h Com--- 09-08-1 1 RCF ESS10 REGISTERED CIVIL ENGINEER DATE SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. CT-' THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS Exp. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF /-///S PIAN SHEET 0 PARSONS W SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 O O I I I I O o Ln + N I �CD C)~ +w U)w �w J w - U Q USERNAME=>p0026551 DGN FILE => 846800ha001odgn THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 .... .. . .. .. . . M 0 a m--% G W w o � SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 zO o O u� Q G_1 N a o O cv " o � 0 W w O O J j .... .. . .. .. . . M 0 a m--% G W w o � SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 zO o O u� I G_1 'O w uo a O x 0 J' 0 � w m cn o > w w L > w w � o Q 0 Li n cn O w O w U J W z J W J > W W U (n m� r w m �Q D Z w � U � U , U Ln w aw = U o U Z O x F— ::r F— O r cn z Q F— I O F— z w F— Q W c � � o 0 x X Q O � � Z O m m O O Ln u U �--� x � � U I I � LL w o J L ~ Q J > ~ ~ U �L N (/7 V) 0 a_ NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° �I TOP OF CUT --. T-9/? 17y THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800hc002.dgn IS IN INCHES UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL Ln TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 08 624 S-u-� h Com--- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� �a � 0 SOON W w ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TF OF CALIFORNIA OR I TS OFF/CFRS E x p. C I V I L OR AGENTS SHAL L NOT BE RESPONSLBL E FOR JT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� CORES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 O O O Li + CD QQ cn _ W cn zw Jw cn U P- a CONTOUR GRADING I�- > SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 >O L" o G 21 a a N Ln o � cv Q0 O � 0 W w O O J j CONTOUR GRADING I�- > SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 >O L" o G 21 a X NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. I om r w m a� o --j w U — U J (n W aw = Ur") u X cl� O x w \ J m � N O w O w X X1-4 U J Q z W z O m m J W J > 0 W Lit LL- 2 � U N + n Imo- U I om r w m a� o --j w U — U J (n W aw = Ur") u X cl� O C \ J m I w cn X X1-4 Q Q z Q w O m m O = U U z 0 (D O LL- z Q O ll) z + n Imo- U n " r -- Q0 E c °' z O 4- LL cf) -Tv w nL o U w ~ Q J Z L1 Z O_ L/') J L1 v X Q U F cn z Q L� O z w Q w PROJECT ID Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 109 624 S -0-`n h CJ`--- 09-08-11 REGISTERED CIVIL ENGINEER DATE QR�FESS JONq 09-08-11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR 1 TS OFFICERS OR AGENTS SH,4L L NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF T1115 RL AN SHEET. PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 �o < QSOONF ANN CHEAH - z LIJNo, 52143 m �'\Ex CIVIL P ti � ATF OF CAL IF'39� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE 0 2 3 DGN FILE => 846800ha003.dgn IS IN INCHES UNIT 2232 CONTOUR O O W . CD Z O J In ~ + W _ W U � _ <9 (n a o w +- w uo (f) GRADING SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 G-3 � C \ J m I X X1-4 Q O 3: 3: Z O m m = O F --I F-- Ln U U �--� x � II U n " L� E °' ^ Z w nL o ~ Q J ~ — �L L/') U N N 0 CL Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 109 624 S -0-`n h CJ`--- 09-08-11 REGISTERED CIVIL ENGINEER DATE QR�FESS JONq 09-08-11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR 1 TS OFFICERS OR AGENTS SH,4L L NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF T1115 RL AN SHEET. PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 �o < QSOONF ANN CHEAH - z LIJNo, 52143 m �'\Ex CIVIL P ti � ATF OF CAL IF'39� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE 0 2 3 DGN FILE => 846800ha003.dgn IS IN INCHES UNIT 2232 CONTOUR O O W . CD Z O J In ~ + W _ W U � _ <9 (n a o w +- w uo (f) GRADING SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 G-3 X 0 J' x m Q w w Cr w w 0 0 U w J J w U NO 0 w w w a 0 Ln w w J Z w w V) Z O F- -::x F— rrO r cn Z Q Li O F - Z w F - Q L_I_J NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° Dist COUNTY ROUTE 08 SBd 10 POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 1203/1401 110 624 ,Kim ?-�+ 0.00 III I S -u -v, h C&--- na-nR-1 1 ��� C � \ -i m I N n F-- l9 X X Q M O 3: -:3:: Z \ O m m rr, O O F --I F --I Ln U U O �--� x � Q M n U n II II II n E " Li O p W W ^ Z N II LL L J ,c Q ~ U �L N V) m N D d BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800ha004.dgn THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. RELATIVE BORDER SCALE 0 2 3 IS IN INCHES UNIT 2232 m • I a N l9 p M N•• \ I� O N•• M n II II C p W W 00 J J m CONTOUR GRADING I:Lij .I SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 � w O Q-- O G-4� < <Q-)-1 O x ►o � X W C m cn O Li O w \ U I I Li z n J w J > Li w LL. w = Q U Ln ►o Z O x F— ::r F— r)- C:) r cn z Q F— I I — Li O F— z w F— Q LLJ C-- X C 0 \ -i m I w n w w LL. w = Q a Q 3: z Ld O = m rr, U o o U � F--' U z p Z LL- Q Q z n Q U I I n II w w C:) z O Z v Z O x F— ::r F— r)- C:) r cn z Q F— I I — Li O F— z w F— Q LLJ NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. r�uFDoV A— (\r� BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800ha005.dgn Ivir� 1 — , - SEE SHEET G-4 THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. RELATIVE BORDER SCALE 0 2 3 IS IN INCHES UNIT 2232 O 00 LTJ (D I Z �� 0 + L1J W U O = Q L.LJ 4-- W cf) Ln Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 111 624 S-u-� h CC --t- 09-08-11 REGISTERED CIVIL ENGINEER DATE QR�FESSIpNq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNI,4 OR ITS OFFICERS OR AGENTS SHALL NOT BE 1?E5100N519L E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET, o � SOON F 0 ANN CHEAH `� z w rn No. 52143 Exp. s� CIVIL P ti ATE OF CAL PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 CONTOUR GRADING SCALE: 1 "=50' PROJECT NUMBER & PHASE 0800000744 G-5 a N Q O � N•• \ I� O N•• M n II II C p W W 00 J J m a- wW F-- !>�: C) o O N O >O w O O � C \ -i m I n F -- LL. X X Q O 3: -:3:: Z (D m m rr, o o Ln F--' U F--' u �--� X Q n U I I n II Li E C:) N ^ Z LTJ II L Q J ,c ~ �L V) U N N D d NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. r�uFDoV A— (\r� BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800ha005.dgn Ivir� 1 — , - SEE SHEET G-4 THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. RELATIVE BORDER SCALE 0 2 3 IS IN INCHES UNIT 2232 O 00 LTJ (D I Z �� 0 + L1J W U O = Q L.LJ 4-- W cf) Ln Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 111 624 S-u-� h CC --t- 09-08-11 REGISTERED CIVIL ENGINEER DATE QR�FESSIpNq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNI,4 OR ITS OFFICERS OR AGENTS SHALL NOT BE 1?E5100N519L E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET, o � SOON F 0 ANN CHEAH `� z w rn No. 52143 Exp. s� CIVIL P ti ATE OF CAL PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 CONTOUR GRADING SCALE: 1 "=50' PROJECT NUMBER & PHASE 0800000744 G-5 a N Q O � N•• \ I� O N•• M n II II C p W W 00 J J m a- wW F-- !>�: C) o O N O >O w O O X 0 � w m cn Q > w w u') 2� > w w � rr a 0 x C-- X r'r w \ -i m w V) n F-- O W O W X X U I O 3: -:3:: W z (D m m J W J > O F --I F --I Ln U U W Li x a Q U Ld n O = z O x F— ::r F- r) - C:) r z Q F— I I — LL O F— z w F— Q W C-- X 0 \ -i m I n F-- X X w O 3: -:3:: w (D m m w O O F --I F --I Ln U U w = x a Q z Ld n O = II n " Li U E C:) N U � ^ Z z p II w z L LL- Q J ,c ~ �L z U N Q N D d w w z O z O x F— ::r F- r) - C:) r z Q F— I I — LL O F— z w F— Q W NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. TOE OF SLC MATCH LINE Sta 40+00.00 SEE SHEET G-7 BORDER EAST REVISED 7/2/2010 SEE Str PLANS THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. USERNAME => p0026551 RELATIVE BORDER SCALE 0 2 3 DGN FILE => 846800ha006.dgn IS IN INCHES UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 112 624 S-u-� h CC --t- 09-08-11 REGISTERED CIVIL ENGINEER DATE QR�FESSIpNq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNI,4 OR ITS OFFICERS OR AGENTS SHALL NOT BE 1?E5100N519L E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET, o � SOON F 0 ANN CHEAH `� z w rn No. 52143 Exp. s� CIVIL P ti ATE OF CAL PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 CONTOUR GRADING SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 G-6 a N C9 O N•• O N•• M n II II C p W W 00 J J m a- wW F-- !>�: C) o O N O >O w O O � C \ -i m I n F-- X X Q O 3: -:3:: z (D m m rr, O O F --I F --I Ln U U �--� x � Q n U II n " Li E C:) N ^ Z LL II L Q J ,c ~ �L V) U N N D d NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. TOE OF SLC MATCH LINE Sta 40+00.00 SEE SHEET G-7 BORDER EAST REVISED 7/2/2010 SEE Str PLANS THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. USERNAME => p0026551 RELATIVE BORDER SCALE 0 2 3 DGN FILE => 846800ha006.dgn IS IN INCHES UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 112 624 S-u-� h CC --t- 09-08-11 REGISTERED CIVIL ENGINEER DATE QR�FESSIpNq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNI,4 OR ITS OFFICERS OR AGENTS SHALL NOT BE 1?E5100N519L E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET, o � SOON F 0 ANN CHEAH `� z w rn No. 52143 Exp. s� CIVIL P ti ATE OF CAL PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 CONTOUR GRADING SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 G-6 a N C9 O N•• O N•• M n II II C p W W 00 J J m a- wW F-- !>�: C) o O N O >O w O O X 0 n, w w 0 0 U W J I W U ►o Ln Li Li J Z W W I -- Ln Z O x F— ::r F— r)- C:) r cn z Q F— I I — Li O F— z w F— Q W C-- No. X 113 C 0 \ -i m I w n F-- w w = Q a Q 3: z Ld O = m rr, U O u O Ln F --I U z p w Z LL- Q Q z n Q U II n " w w C:) z O Z v Z O x F— ::r F— r)- C:) r cn z Q F— I I — Li O F— z w F— Q W NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12.3/14.1 SHEET TOTAL No. � 113 C \ -i m I n F-- X X Q O 3: -:3:: Z (D m m rr, O O Ln F --I U F --I U �--� x � Q n U II n " Li E C:) N ^ Z LL II L ~ Q J 1 ~ �L V)N U N 0 d NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12.3/14.1 SHEET TOTAL No. SHEETS 113 624 BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800ha007.dgn MATCH LINE Sta 40+00°00 SEE SHEET G-6 THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. RELATIVE BORDER SCALE 0 2 3 IS IN INCHES UNIT 2232 SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 m • G-7 a N O O L N•• \ 00 O N•• M n II II C p W W 00 J J m a - W W F-- !>�: Q C) z O N O >O w O O X 0 w rn n o > III w u') 2� > w w � o a 0 K I om r w m Q� o -J z W D U U J (/) w aw = U U r'r x C w n cf) O w \ O w I U J n W z J W J > W W Q a Q 3: U V) K I om r w m Q� o -J z W D U U J (/) w aw = U U z O x F— ::r F— r)- C:) r cn z Q F— I I — Li O F— z w F— Q W C-- x C 0 \ -i m I w n F-- X X Q a Q 3: z Ld O = m rr, U O U � F --I U z p z LL- Q Q z n Q U II n " Li E C:) z O Z LL z O x F— ::r F— r)- C:) r cn z Q F— I I — Li O F— z w F— Q W NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. • • t Ln -�- Cc O I CD + W (n W 2 w V) z Lu .J W V) U F— Q (D O O Ln + L O � � F + L U) L W � zl �I I U I— Q Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 114 624 S-u-� h CC --t- 09-08-11 REGISTERED CIVIL ENGINEER DATE QR�FESSIpNq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNI,4 OR ITS OFFICERS OR AGENTS SHALL NOT BE 1?E5100N519L E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET, ►�l PARSONS__ I (�ANRAr, o � SOON F 0 ANN CHEAH `� z w rn No. 52143 Exp. s� CIVIL P ti ATE Or CAL REET D, CA 92410 BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800ha008.dgn THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 CONTOUR GRADING SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 G-8 � C \ -i m I n F-- X X Q O 3: -:3:: z (D m m rr, O O Ln F --I U F --I U �--� x � Q n U II n " Li E C:) N ^ Z LL II L ~ Q J 1 ~ �L V)N U N 0 d NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. • • t Ln -�- Cc O I CD + W (n W 2 w V) z Lu .J W V) U F— Q (D O O Ln + L O � � F + L U) L W � zl �I I U I— Q Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 114 624 S-u-� h CC --t- 09-08-11 REGISTERED CIVIL ENGINEER DATE QR�FESSIpNq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNI,4 OR ITS OFFICERS OR AGENTS SHALL NOT BE 1?E5100N519L E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET, ►�l PARSONS__ I (�ANRAr, o � SOON F 0 ANN CHEAH `� z w rn No. 52143 Exp. s� CIVIL P ti ATE Or CAL REET D, CA 92410 BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800ha008.dgn THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 CONTOUR GRADING SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 G-8 x x rr' No. x w C m cn o w O w \ U I I w Z n J w J > w w w = Q U V) ►o Z O x F— ::r F— r)- C:) r cn z Q F— I I — Li O F— z w I— Q L_I_J C-- No. x 115 C 0 \ -i m I w n w w w = Q a Q 3: z Ld O = m rr, U O u O Ln F --I U z p Z LL- Q Q z n Q U II n " w w C:) z O Z v Z O x F— ::r F— r)- C:) r cn z Q F— I I — Li O F— z w I— Q L_I_J NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° W O O Ln + « Ln i L C) Li Ln Li W � Z L J L c U Q Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12.3/14.1 S-u-� h CC --t- 09-08-1 REGISTERED CIVIL ENGINEER DATE / SHEET TOTAL No. � 115 C \ -i m I n F-- X X Q O 3: -:3:: Z (D m m rr, O O Ln F --I U F --I U �--� x � Q n U II n " Li E C:) N ^ Z LTJ II L Q J ,c ~ �L V) U N N D d NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° W O O Ln + « Ln i L C) Li Ln Li W � Z L J L c U Q Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12.3/14.1 S-u-� h CC --t- 09-08-1 REGISTERED CIVIL ENGINEER DATE / SHEET TOTAL No. SHEETS 115 624 QR0FESSION SOON �� CHEAH z 521 43 m :IVIL _� BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800ha009.dgn THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. RELATIVE BORDER SCALE 0 2 3 IS IN INCHES UNIT 2232 CAL BEET ), CA 92410 + O 0 CV I C 4-- LiJ cn W z w J w U I— Q CONTOUR GRADING SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 G-9 x 0 J' 0 w m cn o > w Lv L > w w o' Q 0 n O w O W U J W Z J W J > W W _ I -- C) V) m� r w m �Q D �z w U , U __j Lf) W a Lw = U o U O V / LL�I LLLJ LL a z O U Z LL - Z Q Z O U Z O x F- F- r) - F -r z Q F- I 0 F - z w F- a W c � � o 0 x X Q O � � Z O m m O O n U �--� x � � U II � LL z w o J L ~ a J > ~ ~ U �L N (/7 V) 0 a_ Q w U Z Q NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 1 6 624 S-u-� h Com--- —09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH - z w No. 52143 CT -'z Exp. sT CIVIL CAL tiP ATF OF 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800ha010odgn IS IN INCHES UNIT 2232 CONTOUR GRADING SCALE: 1 ''=50' PROJECT NUMBER & PHASE zO o O u� I �:O w �O G-10 a0 0800000744 Q N o Ln cv o � 0 W w O O J j CONTOUR GRADING SCALE: 1 ''=50' PROJECT NUMBER & PHASE zO o O u� I �:O w �O G-10 a0 0800000744 54 x X 0 w m � o w w U > w w �- Fr Q 0 w I— U O w CC) U a w = m U O f-- 0-- rr NOTES: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° 2. FOR 1-10 CHANNEL INFORMATION AND DETAILS SEE SHEETS DD -1 THRU DD -20. 3. VERIFY CONDITION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. 4. VERIFY LOCATION AND ELEVATION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. 5. CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DRAINAGE FACILITIES TO CONVEY AND CONTROL WATER RUNOFF THROUGHOUT ALL STAGES DURING CONSTRUCTION. THE PROVISION ALSO INCLUDES REMOVAL OF WATER AS NECESSARY TO ACCOMPLISH CONSTRUCTION OF THE WORK. LEGEND ABBREVIATIONS DRAINAGE SYSTEM No. CTSP DRAINAGE UNIT CTRSP GRADE TO DRAIN CTNSP BIOSWALE PER DETAIL Sht DD -20 BSW BIOSTRIP PER DETAIL Sht DD -20 MH HEADWALL _.._..._.._......_...................... RSP STORM DRAIN DRAINAGE INLET CONCRETE APRON PER DETAIL Sht DD -21 CURB OPENING INLET PER DETAIL Sht DD -25 MANHOLE PER DETAIL Sht DD -319 DD -33 EXISTING STORM DRAIN CALTRANS STANDARD PLAN CALTRANS REVISED STANDARD PLAN CALTRANS NEW STANDARD PLAN BIOSWALE MANHOLE ROCK SLOPE PROTECTION Dist COUNTY ROUTE POST MILES SHEET TOTAL ...... ..._.._............ .........-...................... -....... .... ....... ...... ._- ........ -...... .......... ......_..._._::.:::.::.:_ . -- --- --- -..---- Y. .�. TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 1 7 624 7�'�'S' - 09/08/11 _.._..._.._......_...................... .._ Exist Conc hdw - ROFEsslo REGISTERED CIVIL ENGINEER DATE e tiq, C> o RICHARD S. BOTTCHER 09/08/11 w 47080 z PLANS APPROVAL DATE N�� 12/31 /13 THE STATE OF CALIFORNIA OR I TS Of FICERS {x Exp . CIVIL OR AGENTS SHALL NOT BE RESRONSIBL E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of cA� IF°�� COPIES OF THIS PLAN SHEET - ... ....................._.................... _.. _........_. _._......__.._._.._ . PARSONS SANBAG 3200 EAST GUASTI ROAD 11 70 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 - ----- --- ----- . - :.:::::::::.................:.....__.._.._......_..._..._.._............._..._.._...--... - ........_.._._ .... - ----- .._..._ BORDER BAST REVISED 7/2/2010 USERNAME=>p0019553 1 DGN FILE => 846800iaoo1 ,dgr- THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000744 N 11411 >o w �o Q O O z... o........ ...... ..._.._............ .........-...................... -....... .... ....... ...... ._- ........ -...... .......... ......_..._._::.:::.::.:_ . -- --- --- -..---- Y. .�. - -. �.u. �..�.� .�. _ - - - - _---=-----_------ - ---------F- --------.— — - Q_.........._........_. __ .. — ------------ .. ...._....._---............ -- _... _..._.. — --- - - a •- c c/) _.._..._.._......_...................... .._ Exist Conc hdw - C> 0- _....... - - -... _..._ _. _...... ........ . - - - - - - - . - - .._. _-------------- - ._...__._..::.._- .. - .......__._ :..._. :.._ ._... :...:...... _._...::.._..-__----- ------ ------ ------ - - z..._....._ - _ ................ - -- --- . ..... - - -- - --._ _. _....... _. .. ........... _.:.. - .. Q- .......... ., .:.: _ ------ -------------- -:_::::::........................................_ - - ...._......._.__.._._ _.. _ _ .._...... - - - - - _ _---------- -- ...... _... ---..... - - .::::::.:: - - --- _ .... -- ..... ::._.. - . - ...._ ............ :.:. ::.. _... --- -- -- -::... :::' ........................ --- -..:.::.:::: - ... ....................._.................... _.. _........_. _._......__.._._.._ . ----- - - ...........:::::::: :::::::: - _.._....._.. ...._..........- R:./W.. -_._..._...--:.::::::::.:::.::.......::..._.. L.�. C> - ..................... ::::_:::.:.._..._...:: ::::::::::...... ---- - - :. ._......_. ---.. -- _. :::.:....:::::,.::.......,......,.._...............,...._......_......_......._........._..._..._.. - .._.... ::::::::::. ::::::::: :..:: - ----- - - - '::.:::.....::::::.::::::::::::._.:..::_.::..._.......... ..:.:::::::::::::::::..................................._.... ::....... ., ::::::.._....----.. :_::::..: ::::::::::::::::::::::::..:_:.::::."::..:":.:::.::.:::.:::.:::.:::.:::..::.:::.. ...__ . -.._._ -- -- - -.... ---- ----- ----- .................. ....._......_...:...:..._._...................._.... :.-....... :".. ..._ = :. -. . �- z - ----- --- ----- . - :.:::::::::.................:.....__.._.._......_..._..._.._............._..._.._...--... - ........_.._._ .... - ----- .._..._ - ..... ...._. - --------------- --------------- --- -------------.....-- - - - .._.._.... _.._.._. - - . ..... ..:.:.:.::.......... -.:::.:::.::.::::.:::".._..._..._..._..._...__--.....:-- _.. ........ - .._........._ ....... _....--- ..._......._..._.... __._...... ......_. .......... - - .... - - _.- .. - .,_..,-- . _....__....._... - --------- -- --- ----............................ - - . --- ---- --- _.. - - - - ---- - --- ---- - - w .._. _.._.._._..._.__..._..._... ._.._ - - - - - - - ...------ ----- ---.._......... ......................... .. ----------------------- ---- -- Q- - - - - - - - .._ _. _... _.... _ :...... _ ... _ _- ................... ..._ ... _.. -- . _. - ----- --------..._... _... w ......... -- _:::.:::::.::_...::.. --------._.. ........ - -- _.._ ... - _. _ .... w -. --------------------------------- • _..... z V Q :.., .. .............. .............................. - - .... --- -- - --...- - - ------------------ Q UJ Z W (� -.. .. ... r,.,.,. ------ ;;. ,. - - Z .._.... � a- ffl W ..... - a DRAINAG E PLAN . ......... ........... : m .. Z' -............. ...... ---- 011 C) .. z W - O IBJ ... . .... . -------------------------- ........... : .. -. ... .. a .f : _. :....,,.. , : ;:: SCALE: 1 -50' BORDER BAST REVISED 7/2/2010 USERNAME=>p0019553 1 DGN FILE => 846800iaoo1 ,dgr- THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000744 N 11411 >o w �o Q O O >~� a •- c c/) U L N V) 0 0- BORDER BAST REVISED 7/2/2010 USERNAME=>p0019553 1 DGN FILE => 846800iaoo1 ,dgr- THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000744 N 11411 >o w �o Q O O 54 NOTES: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 2. FOR 1-10 CHANNEL INFORMATION AND DETAILS SEE SHEETS DD -1 THRU DD -20. 3. VERIFY CONDITION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 118 624 ';� 'S' 09/08/11 ROFEsslo REGISTERED CIVIL ENGINEER DATE e ti4 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR I TS OFFICERS 4. VERIFY LOCATION AND ELEVATION OF ALL EXISTING DRAINAGE OR ACENrS SRA« Nor aE RESIDOIVS19ZE FOR FACILITIES THAT REMAIN I N USE. rHE AccNRACY oR coMP� ErENEss of SCANNED COPIES OF THIS PLAN SHEET RICHARD S. BOTTCHER z No. 47080 Exp 12/31 /13 \s CIVIL P� TF U' CAL 1F0 SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 D-2 C L C F l 5. CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DRAINAGE PARSONS FACILITIES TO CONVEY AND CONTROL WATER RUNOFF THROUGHOUT 3200 CAST GUASTI ROAD ALL STAGES DURING CONSTRUCTION. THE PROVISION ALSO INCLUDES SUITE 200 o LLJ REMOVAL OF WATER AS NECESSARY TO ACCOMPLISH, CONSTRUCTION oNTARIo, CALIFORNIA 91761 OF THE WORK.LLI w o w; > w w - -- Q ----------------------- -------- ----- o_. . - ..-.._.. .................. . ................._._.._...._ ..__.-.....- Q - - - ............ - ..-. . z �C .- --- .. . Q RICHARD S. BOTTCHER z No. 47080 Exp 12/31 /13 \s CIVIL P� TF U' CAL 1F0 SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 D-2 C L C F l 54 x 0 w m � o > w w U > w w �— Fr Q 0 � U -F- Of O w m U � Q W = m U O Of rr i om w m QLL] o J z W � U � U u J u� W Q W = U U Z O x ~ Q O N Z Q L.L O Z W m F— Q W D Cr I X BEARING /RADIUS LENGTH PI O "R1 " 680+00.599 74.15' Lt EC LINE/Sta/OFFSET co 3000' wn- o m� � z 60.00' w z R1 680+62.059 72.14 Lt w u w w u�a- -09 a EC 433+53.35 x � Q Q � z w I I n L.L U II O E U >- z 0 � Z LL- Q o ~ L L ~ Q I J> a •- vi v) N U) c) CL O U Z O x ~ Q O N Z Q L.L O Z W m F— Q W D NOTES: ._- 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° 2. FOR 1-10 CHANNEL INFORMATION AND DETAILS SEE SHEETS DD -1 THRU DD -20a 3. VERIFY CONDITION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. 4. VERIFY LOCATION AND ELEVATION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. 5. CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DRAINAGE FACILITIES TO CONVEY AND CONTROL WATER RUNOFF THROUGHOUT ALL STAGES DURING CONSTRUCTION° THE PROVISION ALSO INCLUDES REMOVAL OF WATER AS NECESSARY TO ACCOMPLISH CONSTRUCTION OF THE WORK. I-10 CHANNEL HORIZONTAL ALIGNMENT DATA I LINE/Sta/OFFSET BEARING /RADIUS LENGTH PI 429+15.63 "R1 " 680+00.599 74.15' Lt EC LINE/Sta/OFFSET 01 3000' wn- o m� � z 60.00' Q z R1 680+62.059 72.14 Lt u w u�a- -09 a EC 433+53.35 x � N790 21 '40'E 484.73' � 438+38008 U I I n L.L N85012'19'E II O E z W o. o ~ L L ~ Q J> a •- vi U L N U) c) CL NOTES: ._- 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° 2. FOR 1-10 CHANNEL INFORMATION AND DETAILS SEE SHEETS DD -1 THRU DD -20a 3. VERIFY CONDITION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. 4. VERIFY LOCATION AND ELEVATION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. 5. CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DRAINAGE FACILITIES TO CONVEY AND CONTROL WATER RUNOFF THROUGHOUT ALL STAGES DURING CONSTRUCTION° THE PROVISION ALSO INCLUDES REMOVAL OF WATER AS NECESSARY TO ACCOMPLISH CONSTRUCTION OF THE WORK. I-10 CHANNEL HORIZONTAL ALIGNMENT DATA ChnI Sta LINE/Sta/OFFSET BEARING /RADIUS LENGTH PI 429+15.63 "R1 " 680+00.599 74.15' Lt EC LINE/Sta/OFFSET 01 3000' 07012'50 1 8901 1 ' N 86 ° 34'30''E 60.00' BC 429+75063 R1 680+62.059 72.14 Lt 3000' 377.72' EC 433+53.35 "R1 " 684+43.069 61 .49' Lt N790 21 '40'E 484.73' PI 438+38008 "R1 " 689+27.659 73.24' Lt N85012'19'E 912.49' Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 1 9 624 -';� �-S - 09/08/11 ROF E S S Io REGISTERED CIVIL ENGINEER DATE e tiq 09/08/11 PLANS APPROVAL DATE THE STA TF OF CAL IFORNIA OR I TS OFFICERS OR AGENTS SHAL L NOT BE RESPOI/SIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD S. BOTTCHER No. 47080 Exp 12/31 /13 j �J, CIVIL P I OF CAL SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 CURVE DATA No. R 0 T L BC LINE/Sta/OFFSET EC LINE/Sta/OFFSET 01 3000' 07012'50 1 8901 1 ' 377072' "R1 " 680+620059 72.14' Lt "R1 " 684+430069 61 049' Lt BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ia003odgn THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE 0 2 3 IS IN INCHES I UNIT 2232 Le SCALE: 1 "=50' PROJECT NUMBER & PHASE 0800000744 N 0 N Q 00 > cv �� II 00 ww 00 LL wW o � z O o O O w �o n O Q OI 54 x � U -F— Of O w m U � Q W = m U O Of rr Z O x ~ Q O N Z Q L.L O Z W m F— Q OLW D No. R 0 >JQ L BC LINE/Sta/OFFSET IBJ 02 2984' w 37.70' wpm "C" 21+87.599 19.88' Lt "C" 22+63.499 19.88' Lt 03 u� 360 58'54" 30.10/ J = w Q Q u� a- z W "S" 25+29.809 14.62' Lt O _ I— U U >- z 0 I I Z LL- Q II O E I z W II v) (� L L Llj a) ~ Q O J> L) Z O x ~ Q O N Z Q L.L O Z W m F— Q OLW D NOTES: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° 2. FOR 1-10 CHANNEL INFORMATION AND DETAILS SEE SHEETS DD -1 THRU DD -20a 3. VERIFY CONDITION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. 4. VERIFY LOCATION AND ELEVATION OF ALL EXISTING DRAINAGE ------ FACILITIES THAT REMAIN IN USE. 5. CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DRAINAGE FACILITIES TO CONVEY AND CONTROL WATER RUNOFF THROUGHOUT ALL STAGES DURING CONSTRUCTION. THE PROVISION ALSO INCLUDES REMOVAL OF WATER AS NECESSARY TO ACCOMPLISH CONSTRUCTION OF THE WORK. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 20 624 SEE SHEET D-5 + 009/08/11 Sta 23 5 ��n-rrN LINE C = : oFESSI REGISTERED CIVIL ENGINEER DATE / P a ATCH BASIN / . C RB OPENING / - ATCH .BASIN I.RF.M1l.F,....Fxist,:Cl1RR'.: CURVE DATA No. R 0 >JQ L BC LINE/Sta/OFFSET EC LINE/Sta/OFFSET 02 2984' 01 ° 26'52" 37.70' wpm "C" 21+87.599 19.88' Lt "C" 22+63.499 19.88' Lt 03 90' 360 58'54" 30.10/ 58.09' v w ® 45' u� a- 19.65/ L.L "S" 25+29.809 14.62' Lt x U I I II O E z W II (� L L Llj a) ~ Q J> a •- cry U L N U) cl CL NOTES: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° 2. FOR 1-10 CHANNEL INFORMATION AND DETAILS SEE SHEETS DD -1 THRU DD -20a 3. VERIFY CONDITION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. 4. VERIFY LOCATION AND ELEVATION OF ALL EXISTING DRAINAGE ------ FACILITIES THAT REMAIN IN USE. 5. CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DRAINAGE FACILITIES TO CONVEY AND CONTROL WATER RUNOFF THROUGHOUT ALL STAGES DURING CONSTRUCTION. THE PROVISION ALSO INCLUDES REMOVAL OF WATER AS NECESSARY TO ACCOMPLISH CONSTRUCTION OF THE WORK. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 20 624 SEE SHEET D-5 + 009/08/11 Sta 23 5 ��n-rrN LINE C = : oFESSI REGISTERED CIVIL ENGINEER DATE / P a ATCH BASIN / . C RB OPENING / - ATCH .BASIN I.RF.M1l.F,....Fxist,:Cl1RR'.: CURVE DATA No. R 0 T L BC LINE/Sta/OFFSET EC LINE/Sta/OFFSET 02 2984' 01 ° 26'52" 37.70' 75.40' "C" 21+87.599 19.88' Lt "C" 22+63.499 19.88' Lt 03 90' 360 58'54" 30.10/ 58.09' "C" 22+63.499 19.88' Lt "C" 23+17.669 1 .28' Lt ® 45' 47010'50 11 19.65/ 37.06' "S" 25+29.809 14.62' Lt "S" 25+63.249 BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ia004.dgn 27.75' Lt -... ... LO ...... ............. .........._ -.- _ - 7 48 49 A A �-E L N ............. DRa IN'a G F A -..- SCALE: 1 50' THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES o � 2 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 D-4 N 0 c� Q 00 > cv I 00 ww 0 ~ LL a w w Q� o� z O o O 7 1 > O w O � I � Q OI 54 x I- � U -F- Of O w m cn U � Q W = m U O Of rr om w m QLL] o J z W � U � U u J u� w Q W = U U Z O x ~ Q O N Z Q L.L O Z W m F— Q W D Cr R x = ...T -- L BC LINE/Sta/OFFSET 0 w n- m o � z ..131 at�5 Q�z� B 696+01 .529 54.51 Rt B 698+66.459 54.50 Rt u Ld O u�a- a� w x U I I n L.L II Q a E z w o _ z W U o ~ L L ~ U >- J> z 0 a •- � Z U L N LL- Q U) c) CL I v) 0 U Z O x ~ Q O N Z Q L.L O Z W m F— Q W D 0 Ln 0) I`� Q 0 4- Lv Lv W W Z LLJ � v) J BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ic005.dgn SEE SHEET MATCH LINE "C" D-6 Sta 31 +50 24" RCP�c� > JACKED 48'' STEEL CASING WITH 30'' RCP 0 0 00 � I �C) V) F— ln Lu Lv LLJ Z LLJ i --q L J Ln S U Q SLOTTED DRAIN Dist COUNTY ROUTE POST MILES �SHEET�TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 21 624 �-S - 09/08/11 ROF E S S Io REGISTERED CIVIL ENGINEER DATE e tiq 09/08/11 PLANS APPROVAL DATE THE STA TF OF CAL IFORNIA OR I TS OFFICERS OR AGENTS SHAL L NOT BE RESPON519L E FOR THE ACCURACY OR COMPLETENESS OF SCANNFD COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD S. BOTTCHER No. 47080 Exp 12/31 /13 \�s CIVIL P \� OF CAL SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 CURVE DATA No. R O = ...T -- L BC LINE/Sta/OFFSET EC LINE/Sta/OFFSET w n- m o � z ..131 at�5 Q�z� B 696+01 .529 54.51 Rt B 698+66.459 54.50 Rt u Ld O u�a- a� x U I I n L.L II O E z W o. o ~ L L ~ Q J> a •- cry U L N U) c) CL 0 Ln 0) I`� Q 0 4- Lv Lv W W Z LLJ � v) J BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ic005.dgn SEE SHEET MATCH LINE "C" D-6 Sta 31 +50 24" RCP�c� > JACKED 48'' STEEL CASING WITH 30'' RCP 0 0 00 � I �C) V) F— ln Lu Lv LLJ Z LLJ i --q L J Ln S U Q SLOTTED DRAIN Dist COUNTY ROUTE POST MILES �SHEET�TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 21 624 �-S - 09/08/11 ROF E S S Io REGISTERED CIVIL ENGINEER DATE e tiq 09/08/11 PLANS APPROVAL DATE THE STA TF OF CAL IFORNIA OR I TS OFFICERS OR AGENTS SHAL L NOT BE RESPON519L E FOR THE ACCURACY OR COMPLETENESS OF SCANNFD COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD S. BOTTCHER No. 47080 Exp 12/31 /13 \�s CIVIL P \� OF CAL SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 CURVE DATA No. R O = ...T -- L BC LINE/Sta/OFFSET EC LINE/Sta/OFFSET 4.946 _ .03:02 �9'';- ..131 at�5 262.04/ B 696+01 .529 54.51 Rt B 698+66.459 54.50 Rt I' 20 FOR I=1:01 CGHANNIELi INFORMATION AND DETAILS SEE SHEETS DD -1 THRU DD -20. ATCH LINE "C" Sta 23+50 M SEE SHEET D-4 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 UNIT 2232 D R A I N AG3 E P L A N SCALE: 1 "=50' PROJECT NUMBER & PHASE 0800000744 D-5 N 54 X I- U '-' F - Of O w m U Q W = m U O 1--1 Of rr SEE SHEET D-7 MATCH LINE "C" Sta 40+00 _...._.., r----- -------- R/W ---------------------- / \ I IDD nM17'KITKIt` �` ': I z CURVE DATA Fr_ i X T L BC LINE/Sta/OFFSET O © 90' 85°21'29'' 82099' w � m "C" 35+06.599 26.93' Rt �7 w 25000'00" 110085' w v w w ''R4'' 700+190179 73.12' Rt u� a- L.L X S690 47'41 ''E 161 .02' Q Q z w 0 _ L.L U II C> E U >- z o 7) Z L Q o ~ z ~ Q Q J> a •- vi U L N U) c) CL z 0 U SEE SHEET D-7 MATCH LINE "C" Sta 40+00 _...._.., r----- -------- R/W ---------------------- / \ I IDD nM17'KITKIt` �` ': I z CURVE DATA No. i 0 T L BC LINE/Sta/OFFSET EC LINE/Sta/OFFSET © 90' 85°21'29'' 82099' w � m "C" 35+06.599 26.93' Rt �7 500' 25000'00" 110085' 218017' v w 449+68.74 ''R4'' 700+190179 73.12' Rt u� a- L.L X S690 47'41 ''E 161 .02' U I I n L.L II C> E z W o. o ~ L L ~ Q J> a •- vi U L N U) c) CL SEE SHEET D-7 MATCH LINE "C" Sta 40+00 _...._.., r----- -------- R/W ---------------------- / \ I IDD nM17'KITKIt` �` ': I z CURVE DATA No. R 0 T L BC LINE/Sta/OFFSET EC LINE/Sta/OFFSET © 90' 85°21'29'' 82099' 134008' "C" 34+12.439 50.19' Lt "C" 35+06.599 26.93' Rt �7 500' 25000'00" 110085' 218017' "R2" 698+970529 41 .43' Lt "R4" 700+19.179 73.12' Rt REMOVE Exist CURB OPENING 1 e CATCH :BASIN ' d REMOVE Exist 24'' RCP a....Exist CURB OPENING . REMOVE ............... C IN I :........................................: 96'' RCP h j 96RSP .......................... -... ---- - I '. I-10 CHANNEL HORIZONTAL ALIGNMENT Chn I Sta LINE/Sta/OFFSET BEARING /RADIUS LENGTH N85012119''E 912.49' BC 447+50.57 II II R2 698+970529 41.43 Lt 500' 21 8.1 7' EC 449+68.74 ''R4'' 700+190179 73.12' Rt S690 47'41 ''E 161 .02' Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 22 624 �� - 09/08/11 ROF E s s Io REGISTERED CIVIL ENGINEER DATE e tiq 09/08/11 PLANS APPROVAL DATE TRF STA TE OF CAL IFORNIA OR I TS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMRL ETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 b .D I DT b a 24'� RCP E NOTES. 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 '�4 RG`P ry\IT h DCAA/1\/C �:;�- 0 A':' (`AAD CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. CURB OPENING CATCH BASIN b 24'' RCP PIPE TO RCB a CONNECTION BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ia006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 2232 RICHARD S. BOTTCHER No, 47080 Exp 12/31 /13 j �J1,1 CIVIL P F1 AL SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 DRA' INAG3E PLAN SCALE: 1 "=50' PROJECT NUMBER & PHASE 0800000744 N Q00 00 ww 00 -1 J LL a w w o � z O o O O w �o � I � ) O Q O 54 x � U -F- Of O w m U � Q W = m U O Of rr Z O x ~ Q O N Z Q L.L O Z W m F— Q OLW D I W Q IBJ J w u� J = w Q Q u� z W O _ � I— U U >- z 0 I I Z L.L LL- Q II O E I z W v) ~ L L ~ Q 0 J> L) Z O x ~ Q O N Z Q L.L O Z W m F— Q OLW D Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 23 624 BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ia007edgn MATCH LINE "C" Sta 40+00 SEE SHEET D-6 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES o � 2 UNIT 2232 SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 D-7 N 0 c� w Q 00 a a w w 00 -1 J LL a w w o � zO o O 7 O w �o IQ ) O OI I Q J u w u� X � U I I n L.L II O E z W o ~ L L ~ Q J> a •- cry U L N U) c) CL Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 23 624 BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ia007edgn MATCH LINE "C" Sta 40+00 SEE SHEET D-6 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES o � 2 UNIT 2232 SCALE: 1 ''=50' PROJECT NUMBER & PHASE 0800000744 D-7 N 0 c� w Q 00 a a w w 00 -1 J LL a w w o � zO o O 7 O w �o IQ ) O OI 54 X 0 w m cn o > w w U) w > w w I— Fr a 0 F- 2 I- U -F- Of O w m U Q W = m U O Of rr i om w m QLL] o J z W U u J u� w Q W = U C-) U NOTES: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° '0 L / 0 I�- Ln I � C) "- W W W W z W V J 2 IQ-.. ....... . . I .. D ----- CTION ... C.0 -NNE -\ . . .LT E� .... Ex► t hdwf - REMO/E . . . c ............._... - - _.................... ................ - .h : . .::�R-D.- A (38 BORDER LAST REVISED 7/2/2010 CURVE DATA Er R X >�Q L BC LINE/Sta/OFFSET O ® 500' 14052/16 65.25' wn- o > z 9) Er z 31 .78' IBJ u w n Rt u� a- - a- L.L _ u� 500' 129.78' Q a "R4" z w Rt o = L.L U II C> E z o 455+38.76 "R4" z 7006' LL_ a W o. z ~ L ui L ~ Q 456+02.23 J> 706+35.209 8043' Lt a •- v cry z N O U) c) CL C) 1 463+50.00 NOTES: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° '0 L / 0 I�- Ln I � C) "- W W W W z W V J 2 IQ-.. ....... . . I .. D ----- CTION ... C.0 -NNE -\ . . .LT E� .... Ex► t hdwf - REMO/E . . . c ............._... - - _.................... ................ - .h : . .::�R-D.- A (38 BORDER LAST REVISED 7/2/2010 CURVE DATA No. R A >�Q L BC LINE/Sta/OFFSET ° ® 500' 14052/16 65.25' wn- o m� � z 9) Q z 31 .78' 63.47' u w 31 .59' Rt u� a- - a- L.L _ X 500' 129.78' EC 452+59.54 "R4" 702+92.179 U Rt I I n L.L II C> E 279.22' BC 455+38.76 "R4" 705+71 .789 7006' Lt z W o. o ~ L ui L ~ Q 456+02.23 J> 706+35.209 8043' Lt a •- cry U L N U) c) CL PI 1 463+50.00 NOTES: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° '0 L / 0 I�- Ln I � C) "- W W W W z W V J 2 IQ-.. ....... . . I .. D ----- CTION ... C.0 -NNE -\ . . .LT E� .... Ex► t hdwf - REMO/E . . . c ............._... - - _.................... ................ - .h : . .::�R-D.- A (38 BORDER LAST REVISED 7/2/2010 CURVE DATA No. R A T L BC LINE/Sta/OFFSET EC LINE/Sta/OFFSET ® 500' 14052/16 65.25' 129.77' "R4" 701 +68.689 31 .59' Rt "R4" 702+92.179 5.94' Rt 9) 500' 0701623 31 .78' 63.47' "R4" 705+71 0789 7.06' Lt "R4" 706+35.209 8.43' Lt Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 24 624 S - 09/08/11 ROF E S S Io REGISTERED CIVIL ENGINEER DATE e tiq 09/08/11 PLANS APPROVAL DATE THE STA TF OF CAL IFORNIA OR I TS OFFICERS OR AGENTS SHAL L NOT BE RESPOI/SIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED GORSES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 USERNAME=>p0019553 DGN FILE => 846800ia008.dgn THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 RICHARD S. BOTTCHER z No. 47080 Exp 12/31 /13 j �s CIVIL P �E OF SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 W W Z W^, H V J DRAINAU"E PLAN SCALE: 1 "=50' PROJECT NUMBER & PHASE 0800000744 N 0 N Q00 >N 00 ww �00 0 L w w o � z O o O O w �o I �I Q O OI I-10 CHANNEL HORIZONTAL ALIGNMENT Chn I Sta LINE/Sta/OFFSET BEARING /RADIUS LENGTH S690 47'41 "E 1 61 .02' BC I A51+29.76 "R4" 701+68.689 31 .59' Rt 500' 129.78' EC 452+59.54 "R4" 702+92.179 5094' Rt S840 39'57'E 279.22' BC 455+38.76 "R4" 705+71 .789 7006' Lt 500' 63.47' EC 456+02.23 "R4" 706+35.209 8043' Lt N880 03'40''E 747.77' PI 1 463+50.00 "R4" 713+800279 71 .90' Lt F T USERNAME=>p0019553 DGN FILE => 846800ia008.dgn THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 RICHARD S. BOTTCHER z No. 47080 Exp 12/31 /13 j �s CIVIL P �E OF SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 W W Z W^, H V J DRAINAU"E PLAN SCALE: 1 "=50' PROJECT NUMBER & PHASE 0800000744 N 0 N Q00 >N 00 ww �00 0 L w w o � z O o O O w �o I �I Q O OI 54 x m 0 w U) w Fr rr Of w U W m O Of om w �o Qw J z U J u� Q W U C-) I un Un w n- m Q z u w u a--69 L.L x U I I n L.L E II C> z W II L ui N Q J ] ~ (� a .- cry U L N U) cl CL 0w m 0 w u w U a w U 0 z a NOTES: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 20 FOR 1-10 CHANNEL INFORMATION AND DETAILS SEE SHEETS DD -1 THRU DD -20. 3o VERIFY CONDITION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. Dist COUNTY ROUTE POST MILES �SHEET�TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 125 624 ';� �-S - 09/08/11 ROF E S S Io REGISTERED CIVIL ENGINEER DATE e tiq 09/08/11 PLANS APPROVAL DATE RICHARD S. BOTTCHER z No. 47080 Exp 12/31 /13 THE STA TE OF CALIFORNIA OR ITS OFFICERS ................ _. ! I- L I.. _... - _. _. _.. -.. OR AGENTS SHA L NO r BE RESPONSIBL E FOR sT C I V I L P ;,. .. 4o VERIFY LOCATION AND ELEVATION OF ALL EXISTING DRAINAGE qL 9.. SS OF SCANNED 25 6`.- SINE 8 FACILITIES THAT REMAIN IN USE rtiF Acc�RACY oR coMPLFrFNF cOF LALIYL�� 0 COPIES OF TRIS PLAN SHEET _. ---- _...... .. W I NGT 5 IVESANBAG I GUASTI ROAD A - SH ON -..�R _. w FACILITIES TO CONVEY AND CONTROL WATER RUNOFF THROUGHOUT 320o EAST ALL ST ES URIN C STRUCTION. THE PROVISION ALSO INCLUDES SUITE 2 oSTREET 92410 • : :: l 1"1 r\ I n\ /• I n r 1\ I • T r f1 ♦ /^ . 1 r /1 r l^ l^ A 1"1 \/ T /\ ♦ /1 /� /� \ I f1 1 T l^ 1 1 /� /1 . 1 l^ T f1 1 I /1 T T /1 • 1 n T n Q Tr) r A I T C n Q N I T A Q 1 7 SAN U R V A R D I N 9 CA � AG D G ON o o O Ln N Il* - - — �... - ----- - - W - - - _ -- :...:.:.....................................................................................................:.:.............. . " Cone COLLAR. Exist.. -DL...-. - - _-- - - _ - PIPE TO Cf1n l _ -.. _ _.. .............................. -- - -- - - _ �� - - - a ..I::, _........ Exist 24 CI ;P _ _ CONNECTION ................................ - -- -- - I - - PIPE T TT,.K, .� 0 Chn ww W Z J w H W w Z H W J BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ia009.dgn THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 UNIT 2232 PROJECT NUMBER & PHASE Z U F -- Q 0800000744 D-9 N 0 N Q 00 > v �� II 0 0 w w I~ ~ 00 L w w o � z O o O O O I Q 0 OI 54 x m 0 w U) w Or 0-1 Lu U tY W m O I u� U� fl > —I Q W n- m Q z u w O In a- a- x X � U I I n L.L II c> z °' w II L 0 J � ~ a •— c c/) U L N V) 0 0- did NOTES: 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA9 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° 20 FOR 1-10 CHANNEL INFORMATION AND DETAILS SEE SHEETS DD -1 THRU DD -20o 3o VERIFY CONDITION OF ALL EXISTING DRAINAGE FACILITIES THAT REMAIN IN USE. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. ISHEETS 08 SBd 10 12.3/14.1 1 26 624 'S, 09/08/11 ROFEsslo REGISTERED CIVIL ENGINEER DATE e tiq, 09/08/11 PLANS APPROVAL DATE �o RICHARD S. BOTTCHER z w No. 47080 m � EXQ 12/31/1 �J -- BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ia010,dgn THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 SCALE: 1 I=50' PROJECT NUMBER & PHASE 0800000744 N 0 c� a 00 � cv II II D � W W 00 J W LJJ Q o � Q > O J O i o O 54 X X a 91 cv 0 N n- < Ln � N n � n ii I o Ld w O ~ J CL J W W Q ? i 54 X X a 91 cv 0 N n- < Ln � N n � n ii I o Ld w O ~ J CL J W W Q ? i N O N a Ln � N n � n ii I o � w O ~ J CL J w w F- 54 a 91 1040 1030 >- I [cL:)] 110 2 0 m u� C:� I > 1 11010 1000 n, Lu 0 Ld CC) :2 V) < 1040 u 0 0-- c� >- m LLI rn 1030 .......... ........... ------- ........... .................. ............. ................. .............. ........... —L,64 - - L� < LL] - -J .............................. I .............................. .............................. -- -- - - --------- .................... - ----- --- -- REGISTERED CIVIL ENGINEER DAT u - - -- - - ---------------- .............................. .............................. 1020 .............................. u (--) I (-) 1010 Lli LL- u� -77 1040 0 u om� C) 1030 C> 0 - Ln 1020 C= I I C> 1010 Lu or_ 1000 r-0 C> sb c> I Lu BORDER LAST REVISED 7/2/2010 USERNAME => p001 9553 DGN FILE => 846800ibOO6.dgn RELATIVE BORDER SCALE IS IN INCHFS SHEET TOTAL No. SHEETS 132 1 624 ...... .... ...... ........... ----------- ........ ........... ......... I ......... .................... .......... ........... ------- ........... .................. ............. ................. .............. ........... —L,64 - - L� w � I W� 1 11 11 F- S's I - .............................. .............................. I .............................. .............................. -- -- - - --------- .................... - ----- --- -- REGISTERED CIVIL ENGINEER DAT - - -- - - ---------------- .............................. .............................. .............................. ............................... .............................. R HARD c 44, ..... .............................. ..... ............................................................................................. .............................. ....................................................... 1040 S. OTTCHER + ....... - ...... -- ......................................... ............................. ...... ................................................... ............. ............................... ................................... .............................. 09/08/11 No. 47080 -clQ ............................................................ ............................................................................................................................................................ PLANS APPROVAL DATE . .... ............ I ................. ............. I ............... ............... .............. ------ ................ ............. ------------------------------ ---- - -- ------ ........... .............................. .............. Exp. 12/3 1 /13 .............................. ------------------ --------------------------------------- ------------------------------ ------------------------------ ------------------------------- ------------------------------ 7-11,-'- 5 TA TE Of- CA Z IFOIFNIA 01F 7-5 Of -f YC,�-95 CIVIL ...... ............................... ----------- ------------------------------------------------------------ ----------- ........ ........... ......... ......... ........ .......... ------- ............. - ----- --- -- ........... .............. 103 0 OR A 6EIV TS SHA Z L NO 7- 5L` RLI-5100NS15Z f I -'-OR 4ccuRAcr 0/? 0 scl4NN,-0 OF A- .. Ld ............. .............................. .............................. .............................. .......... ....... .............................. .............................. .......................... ........... ...... ........ .............................. - - ....... ...... - - - - - - - - - - - - - COIOZT-S OF THIS E`�AN SH,�TT� CAL ...... -m t .... ..................... c I �-- ------------------------ -- -- --- - ........................................................................ t. ........................................................................ ............................................................ .............................. ............................................................................................ ------------------------------ ------------------------------------------------------ ------ PARSONS 3200 EAST GUASTI ROAD SANBAG .......... . ............... ................ .............................. .............................. ---------------------------- .............................. .............................. ............................... ............................... 1020 ONTARIO, CALIFORNIA 91 761 , 2 .............................. ............................................................. ....... .................. .. .. ...... .............................. .............................. .............................. .............................. .............................. - -- ---------------------- ................................ ............................... ..................................... ............. .............................. ........ .................. .. ....................... ------------------------------- ................................ - -------------------------------------------------------------------------------------------------------------------------------------------------------- .......................................................................................................................................................... ..................... -- -- --- .......... .................................................................. . . . . . . .................................... TYPE,--:� G Z�--�D 1:�::PE:R:�:::C�T�S�P::��:D:7�3:::�(�H�=:3:- ....................... ---------- 7 - --- --- - - ------------------------------- .......................................... .............................. ............................. - - - - .............................. .............................. .............................. .............................. .............................. .............................. ............................................................. I ............................. ............................. ................. .............................. ........ .1 ...... ...... GRATE TYPE-24�1:2 ------............................................................. ...................................................... ------------------------------------------------------------- ................................................................. .............................. .............................. .................................................. .............................. .............................. ............................... I .................. 10 10 ........... ................. ----------- ............... .............................. .............................. �.fon�c:��:�APRON�::: PER �::DET:A .............................. .............................. .............................. 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I ------------------------------ ----------------------------- 1030 ----------- .............................. ----------- .............................. ----------- .............................. ----------- ------- ----------- .............................. ........... .............................. ----------- ........................................................................................................................... ----------- .............................. .............................. .............................. .............................................................. .............................. .............................. - -- --- --------- ............................................................................................. .............................. ............................................................. .............................. .............................. -- - - - - -------------- ; ------------------------------ .............................. ................. .............................. ----------------------------:--- ---- ............................. .............................. ........... . ------------------------------ ------------------------------ .............................. ---------- .............................. .............................. .............................. ....... ....................... .............................. .............................. . .............................. ----------------------------- ............................. --- -- --.: .............................. .............................. ................... .............................. --------------- - -- ---- .............................. .............................. .............................. .... ............................. .............................. ............................. .............................. ............................................................. .............................. ............................. . ............. : ............................................... - -- -- - - ----------- .............................. .......................................................................................................................................................... : .......................... .. ............. . ........................ ------------------------------------------------------------------------------- .............................. .............................. ------------------------------ ................ .............................. .............................. ............................................................ .............................. .............................. .............................................................. .............................. .............................. .............................. .............................. ............................................................ .............................. .............................. ............................. .............................. ---------------- ---------------- ................. ............................. 10 2 0 ----------- .............................. ----------- .............................. ----------- .............................. ----------- .............................. ........... .............................. ........... .............................. ........... .............................. ........... .............................. ........... .............................. ----------- .............................. ----------- .............................. ----------- .............................. ........... .............................. ----------- ------------------------------ ----------- .............................. -- - - - -- ------------------------------- ................... --------- ............................................................. ............................................................. ............................................................. ............................... 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I .............................. ------------------------------ .............................. ............................... ------------------------------ .......................................................................................................................................................... ----------- .......................................... .............................. ; .............................. .......................... .... .... ... - ------------------------------ ---------------------------------- 08 SBd 10 .................. ............................................................................................. .............................. .................................... ----- - - ----- --- -- ........... .............................. ........................................................................ ...................... ........... ........ .............................. .................................. ....... ......................... ............... ----------- ..... . ................... .............. .... ............. ... ---------- EPTH-S- -PRI-OR -TO .STARTOF.-CONSTRUCTION- B ---------- ....... ......... ------- ---------- -------------------- --- ........ . ..... ------------ ...... .... ...... ------------------- ------- ................... ................... .......... ...................... ...... ................... ......... ......... -------- ...... ------- .......... ------- .... .......... POST MILES SHEET TOTAL TOTAL PROJECT No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PLANS APPROVAL DATE 09/08/11 09/08/11 FESS DATE RICHARD S. BOUCHER No. 47080 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------_------ - ---------- -- --- --- ---- ...... ............... ......... ---------------------- ---- -------- - -- - ---------------- ......... ....... -----------­-- ........ ................... ­: - - - - - - - - - - - - - - - - - - ----- --- -- ­ ---------- ----­------------------------ ----------- ---------------­-- ....... ------------------- ...... ............ - ----------------------------- --------- ---------------- ---------­------------- ------------------------------ ------------------------------ ------------------------------ .............................. ------------------------------ ------------------------------- ------------------------------ .............................................................. ............................. ------------------------------ .............................. ------------------------------ ----------------------------- ------------------------------ ------------------------------ ------------------------------------------------------------ 7/7 17_11LL'_ 57A 7E Of- CA Z IFORN114 0/1? 17-5 OfTIC,�_95 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - -- - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - -- - - -- - - - -- - - - - - - - - - - - - - - - - - -- - - -- - - -- - - - -- - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - -- - - - -- - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OR A6ENTS SHAZ L NO 7 5LI - - - - - - ----- - - ----- - ------ - - - - - - - - - - - - - - ----- - -- - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - . . . . . . . . . . . - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7_1-1z�_ 4 CCLIRA C r OR COVRZ �_ Tz�_Nz�_55 0/,�_ SCANNED .............................. ...................................... ................................... ....... .......... ...... ....... ....... .......... ....... .......... ....... ....... ....... ............... ...... ........ ............... ......... .......... ............. ............................. ............. ............... .............. ...... .................. ........... ................... ...... ....... C010,T5 OF THIS PLAN SHFTT \ Exp.1 Z/j1/1S \E CIVIL I V I L I V I L OF CAL 1F0 a 91 54 ::::: :: ::: : :::-- -::::: ::: :::::: --::::-- -:: ::::::-- -: ::::::::::-- . ::::::......... :::::::::............ .-::::-- -- . :::-- . . -::::---------::::.--- :::::::::: ::::::::::. Dist 0 -:. :- :.. _.. :NOTE..........:.... ............ .......... ...--------------- ----- ............. .... ....I.......... F.I. E LID --A-LL- --UTI-L I -T Y- .- L.00 A T.I O N S.-..A.N D-..-- --- -- . --- -- -- -- . --- -- -- -- - -- ------ --- -- -- .......... ...--- -- - -- .-..-- -- -- . . . .......... -- -- -- - -- .-..-- ............................... -- -- -- -- -- - -- .-.... --- --- - .---------- --- -- --- -- -- -- - . . . ......... ..................... . ........... . .......... ---------- :DEPTH-S- DEPTHS ..-PRI-OR ....T.O ... S T A.R.T...OF ...CO.N.STR U C.T.i.OI.-. . POST MILES SHEET TOTAL COUNTY ROUTE TOTAL PROJECT No. SHEETS SBd 1 10 1 1203/1401 1 1351 624 --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- -- -- -----.....-..-..-... . ............-......... ...................... ...................... ........-........... ...... ............................... .............. .. .............................. .............. ................. .......... ................. ....................... ...................... ........................- ....................... ..................... .................... . ........ .......................................................................................................................................................;.............................<............................................................:.......................... ... .......................... .......................... .......................... .......................... .......................... .......................... .......................... .......................... ......................... ........... ......................... ........................ ............... .......................... - - -- - -- - -- - -- - --- -- - -- - -- - -- --- -- --- - -- - -- --- --- ---<..............-.....-.:...............-.....-.:. --- --- --- --- --- --- --- --- -- --- - -.... -... -. -.... --- -- .......-. -. ---_-- ..........-................ ----------- --- ...... ----------- ------------ ....----------- ----------- -.... --- --- --- ........-. ---_-- .....-....----------- --- .-....... --- --- ------ --- --- --- --- --- ------ --- --- -- - --- --- --- --- --- --- -E - --- -----......------..;-... ..-...-- -- ----......--.. - - .......-...-...-...-..-...-... - ------ :.-..-.. :.-..-..-.. ............... .... REGISTERED CIVIL ENGINEER - -- --- ------ --- -- - --- .......- _. _... - ............. . --- - -- --- -- ....... ..........a........-..... .a.........a........-.... ................-... .....................-.. ................-. .-................ ................ ........... .....-.................. ......-................. .......-................ .-.......-.............. .......... ...-.......-............ ....- ....... -. ..� .. --- --- -. � --- --- ---- -- --- - -- - -- --- --- -- -- --- -- . ........ ........:.......... ...... .......... ........ ............ .... .............. .. .............. . ............................................:..............................:.......................... ...................... ........................- ..........................: ........................ = ........-..... PLANS APPROVAL DATE 09/08/11 09/08/11 0 S I FES Q R 0� DATE o q, RICHARD S. BOUCHER z w No. 47080 m --- - -- -- - -- - -- - -- - -- - -- - -- - -- - -- - ­--- ---------- - .......-..,...........-...------ ..----- ...-- ----......-- ------ -- .------ 6� . . . --- -- -- -- -s...-...-... s-------------- --- -- -- :........-...-... :. - N THE STA TE OF CAL IFORNIA OR ITS OFFICERS --- --- -� � ----------- --- --- --- -� � --- --- - :-....-..-...... ...-...- .......-..-...-...-- -- -- - -- ---..-...-- -- - -- -- ---..-...-- -- - -- --- -------------- -- -- ---..-...-- - -- -- -- ---..-...-- - -- -- -- ---..-....----......------...-...-- ------------------------ ... ................. :............. :........... ......... .............. .... s-. �. - - - - - - - - -----------*--...---- ...... _... .._._...-.:-..._..._.... .._._...- ... _.......- ......... 4CCLIRACr ORSS OF SCANNED :- -----:- � - -----:�- � - - ...............................tom ......... ._... ..- ...-.......-...:...-... ..--..-.......-..-.._... ..--.--.......-..-.._... -..--.--......._...-...-... -��- ��--......_-...-.._... -��- ��--......-...-.._... -��- �� --�� :�-...-...-... -��- ��--...,...-...-...-....-.......DO.........-...-... ��--� � --...-...-... ��--�-...-...-... -��--� - � ...-...-...-....-..-...-.......-...-.._... ��--.......-...-.._....-..- _-.......-...-...-... ��---.......-...-.._... � ---.......-... , .......-...-... - ... ..............................:..............................:..............................:................. u........................................:..............................:...........................................................................................:..............................:..............................:..............................:........................... e:..............................:..............................:..............................:.............................:..............................:................. ........ ....... ................. ....... ........ ................. ....... ....:....................... .............. ..................... COPIES OF THIS PLAN SREET Exp.1 1 Z/S1 /1 S STS CIVIL V OF CAL 1F0 0 X X a 91 54 ---- -- ----- -- Dist COUNTY ROUTE POST MILES SHEET TOTAL PROJECT No. .... - . .. -- 08 SBd 10 1203/1401 136 ...............::::.:::::: TOTAL SHEETS - - - ---- --- - REGISTERED CIVIL ENGINEER DATE o eR°FEssr°tiq ::::::::::::::::� RICHARD _.-..-.... So BOTTCHER ° .......................... 09/08/11 47080 m PLANS APPROVAL DATE NExp.2/31 /13 ------------------------------ THE STATE OF CALIFORNIA OR I TS OFFICERS -_ - 040 OR AGENTS SHAL L NOT BE HESPON519Z E FOR s CI V IL THE ACCURACY OR COMPLETENESS OF SCANNED ATF of AL 1F0 ..................... COPIES OF THIS PLAN SHEET _:_:_:::::_: PARSONS SANBAG -- -- --- 3200 EAST GUASTI ROAD 1170 G 3RD STREET :::::::::::::::::::: SUITE 200 SAN BERNARDINO, CA 92410 4/1%�ITA /1 /\r,rAI r�irA � /��r,r,r,,�/'-I 1020 1010 X 1000 we X 1020 a 1010 1 000 0 N 0 N a Ln � N n � n ii I o � w O ~ J CL J w w F- =0 =0 o O > 0 w U) O J O BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ib010odgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 N O N a Ln � N n � n ii I o � w O ~ J CL J w w F- 54 X X a 91 1050 1040 -• •-• •- --•--• --•--•-•-- •-- • Dist COUNTY ROUTE POST MILES SHEET TOTAL PROJECT Noe .... -- - -- -- -- -- -- - -- -- 0 8 S B d 1 0 1 2.3 / 1 4.1 1 3 8 :.::::::: ...............::::.:::::: - -�� 09/08/11 TOTAL SHEETS -••-••- ----------- - REGISTERED CIVIL ENGINEER DATE o eR°FEssr°tiq ::::::::::::::::� RICHARD �� _._.._.... S. BOTTCHER ° ......... .......................... 09/08/11 47080 m ---------------- PLANS APPROVAL DATE NEx 12/31 /13 THE STA TE OF CALIFORNIA OR I TS OFFICERS P -----•- ......------••-----• OR AGENTS SHALL NOT BE RESPONSIBLE FOR s CIVIL P -• •-••• -• ••• •-••-• •-• ••• 1 O 5 O THE ACCURACY OR COMPLFTFNESS OF SCANNED ATF of cA� IF°�� ...................... 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SUITE 200 --------- 4nnn K I T A � T A I T -N I T A SAN BERNARDINO, CA 92410 BORDER LAST REVISED 7/2/2010 USERNAME => p001 9553 RELATIVE BORDER SCALE 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 1 DGN FILE => 846800ib014.dgn IS IN INCHES I I 1030 1020 1010 1040 1030 1020 1010 N .......................... . ..----------------------- - .............................. --- --- --------- ...................... .............................. .............................. .............................. ------------------------------ ------------------------------- .............................. ------------------------------ ------------------------------ .............................. .............................. ------------------------------ .............................. .............................. ------------------------------- ------------------------------ ............................................................. :-' - ---- - - - - - ... ...... .............................. ----------------­ ----- - -- -- ­-­ ----- - -- -- ­-­ ----- -- ...... ... .... ............. .................. -- -- ------ -- ------ -- ----- --- ----- --- :NOTE- :_ ------------------------------ ----- --- --.......------------- Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS ---------- ­­ ------- ­ ..................................... .................... ......... ............................ ........................... .............................. ------------ ...... ------- ................... ---_----------- ---_----------- -------- ...... ------------- -------------- ------------- ------------ ...... ----------- ------- .......... ------- ----------- - ---- ---- ---- ---- ---- ---- ------FIELD- VER-I.FY- --ALL ---UTI-LI-TY- -LOCATIONS. --------------------------------------------- AND- ----------- .......................................................................... .............................. ................ ------------------------- ............................................................... .............................. ------------------------------ .................................................................. ............. .... ... --- ------------------------------------ ------ ........................ 08 SBd 10 12.3/14.1 140 624 ---------- ....... ­­ ------- ­ :DEPTH -S- -PRI-OR -TO - STARTIOF -CONS: RUCTION - ------ ----- --.......... ----------- .................................. 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FESS 10 REGISTERED CIVIL ENGINEER DATE x----------- --- --- ------------ ­­ --- --- --- ---- --- --- --- --- --- --- --- - - --- --- -- -- --- -- -- -- -- -- --- -- .... ------------------------------ -------------------------- ------------------------- ------------------------ ................................... .............................. .............................. .............................. .............................. .............................. .............................. .............................. .............................. .............................. .............................. .......... ............. .............................. .............................. .............................. -- --- -- -- --- -- ............................... .............................. RICHARD -------------- ----------- -- --- --- --- --- --- --- ---- --- --- --- --- --- --- --- - .......... . S. BOTTCHER ---------------------------------- --- ------------------------- ........................ .................................................................. .............................. ............................................................................................. .............................. ............................................................................................. ............................................... .............................. .................................. ........................ ...... .................. .......................... ....................... ........................... .................. ........................... _.: _.: ............................. .......................... ....: .......... . n- ............................ .......................... .......................... .......................... .......................... .......................... ------------------------------ -------------------------------- ------------------------- ------------------------ ............................................................. .............................. ............................................................................................. .............................. .............................. ................................ .............................. .............................. ............. . ............................................................................ .............................. .................................. ............................. ........... .............................. : .: ...... .............................. ............................................ .............................. ................................. ..................... .............................. ........................................................................... 09/08/11 47080 7� ----------- ­­­ ------------ ------ ------- ------------ ------- ­. ­ -------------------- - -- -- -- -- ------------------------------ -- -- ................................. .............................. .............................. ............................................................. ........... .. --- -------------- - - ---- ----- - -- -- ------ --- --- I—— ---------- --- -- --- --- --- --- - -------------- --------- ------ -------- -----------------------­---- ---------- ---- ----------- --- --------------- -- -- :- -- --� - � -- :- -: -::--: e- -- :- __ --- -- :- -: -- --- -- :- -: --: --- :::�:- - ........................................... .............................. .............................. ........................................................................................... -::--: --I - -- -- :- -- -- -- - -- -- :- -- --:-- -:-- -- :- ------------ ----------- ------------------- - ......................................... PLANS APPROVAL DATE No 12/3 3 ­ ....... .... .... ._: ------ ------------ ........ ---------------­-- ........... ------------------- ...... - I -1/1 --- --- --- --- --- --- --- -- ------- --- I :-- .---: ----------- ------.............. Exp. : ------------------------------ --------- ---------------- ---------­------------- ------------------------------ ------------------------------ ------------------------------ ------------------------------ ------------------------------ ------------------------ ------------------------------ ------------------------------ ------------------------------ ---------- - -- -- ------ ------------------------------ ----------------------------------------------- ----------- ­­­ ----------- ------------ ­­­ ----------- ------------- ­­­ --------- :­ ...................... .............................. .............................. 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I .............................. ------------------------------- :-- ............. .......................... --. ............................ ------------------------------ .............................. ................................. ------------------------------ ............................... ------------------------------ 7-11,-'- STATE OF CALIFORNIA 01F 7-5 Of_FIC,�_95 ix CIVIL ---------- I ------------------- ------------------------- ------------------------- ----_------------------------ ------------------------------------------------------------ ------------------------------ ------------------------------ ------------_------------ .............................. ------------------_--------- -------------------_-------- ------- ----------------------- -------- - -- ------------- .... L 4 ............. ............................. ............... I .............. ................ 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SUITE 200 --------- 4nnn K I T A � T A I T -N I T A SAN BERNARDINO, CA 92410 BORDER LAST REVISED 7/2/2010 USERNAME => p001 9553 RELATIVE BORDER SCALE 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 1 DGN FILE => 846800ib014.dgn IS IN INCHES I I 1030 1020 1010 1040 1030 1020 1010 N 54 LLJ 1050 m un o wLLI w > w Q 1040 0 1030 X w w U O 1020 - ---- -- ----- -- Dist COUNTY ROUTE POST MILES SHEET TOTAL PROJECT No. .... - . .. -- 08 SBd 10 1203/1401 141 ...............::::.:::::: TOTAL SHEETS - - - ---- --- - REGISTERED CIVIL ENGINEER DATE o eR°FEssr° ::::::::::.:::::� RICHARD _.-..-.... So BOTTCHER ° .......................... 09/08/11 47080 m PLANS APPROVAL DATE NExp.2/31 /13 - THE STATE OF CALIFORNIA OR I TS OFFICERS ........ - --.-- _.---- --_-- -- OR AGENTS SHAL L NOT BE RESPONSIBL E FOR s CIVIL P _ _ - _ THE ACCURACY OR COMRLETENESS OF SCANNED ATF of AL 1F0 ............ COPIES OF THIS PLAN SHEET ..................... ------------------------------------ PARSONS SANBAG -- -- --- 3200 EAST GUASTI ROAD 1170 G 3RD STREET :::::::::::::::::::: SUITE 200 K ITA �rA I r��r� SAN BERNARDINO, CA 92410 „,. „�„� 1040 1030 1020 ft 1010 X 0 z a a un un z O U 1060 z 0 Q 0 0— z Q 1050 1 040 1030 N ................................................... ....... ............ ------------------ ......... .................... . ...... . ...... ........ . .......... 9.............. - . . . . . . ... .... ......... ...... .......... ----------------- ..................................... . ................ . .................. ....... .......... .................. .............................. .......... . ................ ............. ................ .......... 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I ........................................ 1020 1010 91 0 N a uc �N n „ I mol F- O ~ J O CL J W W F- C—] W F— C/7 BORDER LAST REVISED 7/2/2010 USERNAME => p0019553 RELATIVE BORDER SCALE 0 1 2 3 1 DGN FILE => 846800ib015odgn IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000744 54 X X a 91 cv 0 N n- < uo � N n � n ii I � o Ld w O ~ J CL J W W Q ? i 54 X X a 91 54 X X a 91 cv 0 N n- < uo � N n � n ii I � o Ld w O ~ J CL J W W Q ? i 54 X X a 91 cv 0 N n- < uo � N n � n ii I � o Ld w O ~ J CL J W W Q ? i N O N a uo � N n � n ii I � o � w O ~ J CL J w w F- 54 LLJ 1050 m un o wLLI w > w Q 1040 0 1030 X w w U O 1020 ---- -- ----- -- Dist COUNTY ROUTE POST MILES SHEET TOTAL PROJECT No. .... - . .. -- 08 SBd 10 1203/1401 147 ...............::::.:::::: TOTAL SHEETS - - - ---- --- - REGISTERED CIVIL ENGINEER DATE o eR°FEssr° ::::::::::::::::� RICHARD _.-..-.... So BOTTCHER ° .......................... 09/08/11 47080 m PLANS APPROVAL DATE NExp.2/31 /13 - THE STATE OF CALIFORNIA OR I TS OFFICERS ........ - --.-- _.---- --_-- -- OR AGENTS SHAL L NOT BE RESPONSIBL E FOR s CIVIL P _ _ - _ THE ACCURACY OR COMRLETENESS OF SCANNED ATF of (AL 1F0 ............ COPIES OF THIS PLAN SHEET ..................... ------------------------------------ PARSONS SANBAG -- -- --- 3200 EAST GUASTI ROAD 1170 G 3RD STREET :::::::::::::::::::: SUITE 200 K ITA �rA I r��r� SAN BERNARDINO, CA 92410 „,. „�„� 1040 1030 1020 ft 0 Q w = m U O 0-- rr I X 0 z a un un z O U 1020 1020 1010 1010 a 1 000 1 000 91 N 0 c� a uc � N n � n ii I � o � w O ~ J O CL J w w F- C—] W F— C/7 BORDER LAST REVISED 7/2/2010 USERNAME => p0019553 RELATIVE BORDER SCALE 0 1 2 3 1 DGN FILE => 846800 i b021 odgn IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000744 54 X X a 91 cv 0 N n- < uo � N n � n ii I � o Ld w O ~ J CL J W W Q ? i 54 ---------'.---------'........ ..................... i............. ....... ........ �.......... -....... ....... ....... --....... -'�....... -................ �.......... --........... ...................... -....... ...... --'�-------....... -----Z---------I---------'[---------i---------Z----- ....... ....... --...... �....... ....... ---'�---'tB........ -�---........ --'�-....... ...... --'i--....... --�---------'[---------i----------i--------- -----�...... ....... ........ .......... ...... ......... -----...... -'�.................. -------'[---------.i---------]---------'�--------' ...... 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So BOTTCHER ° .......................... 09/08/11 47080 m PLANS APPROVAL DATE NExp.2/31 /13 ------------------------------ THE STATE OF CALIFORNIA OR I TS OFFICERS -_ - 060 OR AGENTS SHAL L NOT BE HESPON519Z E FOR s CI V IL THE ACCURACY OR COMPLETENESS OF SCANNED ATF of AL 1F0 ..................... COPIES OF THIS PLAN SHEET _:_:_:::::_: PARSONS SANBAG -- -- --- 3200 EAST GUASTI ROAD 1170 G 3RD STREET :::::::::::::::::::: SUITE 200 K ITA �rA I r��r� SAN BERNARDINO, CA 92410 „,. „�„� 1040 1030 X 1020 1010 X 1050 1040 a 1030 1020 1010 0 N 0 N a uc �N n mol F- O ~ J CL J W W F- = = 0 o O > 0 w w � U) O J O BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ib025odgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 .............................. ............................. ........ ..................... i............. ....... ........ �-............... ---------'I---------'i---------]----------��----' .�'� � � ���---------' ---------'---------'---------' ��---------'[---------I---------I---------Z--------� -------� . � � ^~� . --------I---------'i---------Z------ ^m p � � ��---------'[---------i---------� i . � --------�---------' � --------��---------'[---------�i---� ---------'----- � � --�---------' ---------' ---------' . --]---------'�---------'I---------' ---------'---------'--------- ---------- �----. ----------|---------'-----------'|----------�-~�I--'-�-�---------'�---------��---------'�---------'|---------� .L3^---------' ---------�---------- ---------� -------`�' -------- ---------'---------- --------��---------'�---------'|-----�7 ----'f°- ---------' ----------------.`=` �|---------'|---------'|-------'�- --------.---------' --------��---------'|---------� ---------.---� ---� -- ---------' ---------' ---------' --�|---------�|---------|---------' ---------�i---------'�---------'i---------'��` --'—'�----------�---------. - ---------'i---------i-------z --------i---------'�---------'i-----f ��----------i---------'i--------�� ..........................................................i---------.�--���+ --��---------'i---------i---------' p���DN� SANB4G ----------|---------'�---------'|---------'C\J [�}--' ---------'|---------'�---------'|----------�`=|��--t� �[\[ ---------' ---------'---------' � � � �---------'�---------'�---------'�---------'|-------["-U��--------|---------'�---------'|-----(|.|---------'|---------'|-------' ---------' -------�� � | �- --------� ---------� � ---------' ------' � | ---------' ---------' i | | -------'��;n --------� ---------' | h��--------�|---------'�---------'�---�r»/--.�---------'|---------'|---------1 ---------'--����� � � --� ---------' ---------' ---------' � | | j2OO [�S| �U4S|� HO4U | �U||[ 2OO | | l 70 � 3RD S|�E[| ---------��---------'!---------'!----------[\J--t--��---------'�---------'!---------'�---------'�-------�r--------��---------'!---------'�-----\T>y����---------'!---------'!-------'CD[��--------��---------'�---------'!---���t��--�.---------'�---------'�---------1 � ^�r-^� � .^"^.,- -^ ...-^,^ .,-', � SAN BERN4RDlNO, C4 92410 W ft x a m 91 MR C:> Mw USERNAME =>pOO19553 R[|4||V[ BORDER SCALE D 1 2 3 UNIT �)�»�<�� [][�/l]��[`T NUk�[���[� �� �]A����� /l��/l0/l/l/\7z1Z1 �{}���� ���T ���T��� 7/7/7{}1{} `^..�. /-^-./"- PROJECT .."...u�-.. �x PHASE uuuuuuv... � D�N FILE =� �46BOO�bO25-dgn � I� IN TNCHF� � I N O N a uo � N n � n ii I � o � w O ~ J CL J w w F- 54 X X a 91 cv 0 N n- < uo � N n � n ii I � o Ld w O ~ J CL J W W Q ? i x 0 J' x GENERAL NOTES DESIGN: CALTRANS BRIDGE DESIGN SPECIFICATIONS - APRIL 2000 (LFD) ( 1 996 AASHTO WITH INTERIMS AND REVISIONS BY CALTRANS) LOAD FACTORS: 1 0 5 D+ 1 0 5 E+ 2.5 (L+1 ) (GROUP X) WHERE D = DEAD LOAD E = EARTH LOAD L = LIVE LOAD I = IMPACT (CAPACITY REDUCTION FACTOR 0.9 IS INCLUDED) 0 � w m n o > LOADING: ( REINFORCED CONCRETE BOX) �_ LIVE LOAD >w w HS20-44 TRUCK o APPLY IMPACT ONLY TO THE ROOF SLAB EARTH COVER IMPACT (%) UP TO 1 FOOT 30 1 FOOT TO 2 FEET 20 2 FEET TO 3 FEET 10 OVER 3 FEET 0 NO SURCHARGE ON WALLS DUE TO LIVE LOAD. 0 L EARTH LOAD: DETAILS GENERAL 0 o EARTH PRESSURES FOR TWO CONDITIONS: cn V) 140 pcf VERTICAL, 35 pcf HORIZONTAL. 140 pcf VERTICAL, REINFORCED CONCRETE: 100 pcf f' c = HORIZONTAL. 3.6 ks i om m Q fy = 60 ksi �z w U , � � aw U w = REINFORCED STEEL: ASTM A706 U o U 0 V\\/ LL nw LL V I w = a Q z w o = U U z o � z LL- Q z Q w z 0 U z 0 F— FF— r)— Q — O r cn z Q F— I 0 F— z w F— Q W STRUCTURAL NOTES 1. WHERE CONCRETE IS PLACED AGAINST EXISTING CONCRETE, ROUGHTEN EXISTING CONCRETE SURFACE TO AN AMPLITUDE OF 1/4''. 20 EXCAVATION, REMOVAL AND SHORING SHALL NOT EXTEND BEYOND TCE LINE. PLAN SYMBOLS BORDER EAST REVISED 7/2/2010 STANDARD PLAN SHEET No. DETAIL No. SECTION IDENTIFICATION USERNAME=>p0026551 DGN FILE => 8468001c001.dgn Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1408/1505 155 624 QROFESS10 REGISTERED CIVIL ENGINEER DATE q 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET <o < UTHAYA F� SANDIRASEGARAM z uj No. C61444 ,,I,Exp. T CIVIL tiP qTF OF_ CAL SANBAC PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 DRAINAGE DETAILS GENERAL NOTES DD -1 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 IS IN INCHES I I I Na - o � N cv � o0 N � � o0 n n II II � p W W 00 J J a- a- ww F-- :2 a M z O o O u, > O Ll O a O x EXISTING TRAPEZOIDAL CHANNEL B JOIN EXIST 429+15.63 L om r POST MILES w m No TOTAL PROJECT L o cL �z w 14.8/15.5 156 A c° c° U om r POST MILES w m No TOTAL PROJECT �a o 08 �z w 14.8/15.5 156 624 S U , U ,OFESS10 � � w UTHAYA F0 aw = 09-08-11 U o U x 0 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP ATF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL 1F COPIES OF TH/S PIAN SHEET > SANBAG D' 1170 WEST 3RD STREET w SAN BERNARDINO, CA 92410 SUITE 200 0_ ONTARIO, CA 91761 LULU 1-:2 z Q w z 0 ul #4 DOWELS, TYP C:) x a � • N z Q 0 z W a w a CABLE RAILING NOT SHOWN 1009.94+ Invert +1 0 0 rn +I 0 0 BULB FACE ABOVE I-10 CHANNEL #4 12 CABLE RAILING NOT SHOWN 60'-0" TRANSITION STRUCTURE #4 12 WEAKENED PLANE AND WEEP HOLES 11-4 CABLE RAILING MATCH EXIST TOP OF WALL EXISTING TRAPEZOIDAL CHANNEL M NORTH WALL CONST JOINTS TYP -.-.-6__ 1 01 0.07 Invert SOUTH WALL �L BULB FACE ABOVE PLAN (V NO SCALE DRAINAGE SYSTEM (D(D Sta 429+15.63 to 429+75.63 19 / -0" WEEPBO-3 TYP HOLE 862'-6" 1 -24' -0" x 1 2' -0" CHANNEL SYSTEM (De C BC 429+75.63 20'-0" WEAKENED BO -3 TYP PLANE 3-2 rn � PROVIDE 9" TH K BULB MSN 0 P� • Z_ • I-10 CHANNEL 1 '-0" KATNI Alvin VARIES 11-47 CABLE RAILING TYP BARS 19 / -0" TOP OF WALL - -I- - I EXTEND LONGITUDINAL BARS INTO CHANNEL FLOOR AND WALLS INVERT � �I ELEV 1009,94±#4 @ 12 I INVERT ELEV MATCH EXIST F 1010.07 #4 X 2' -0" 12 DRILL & BOND 1'-0" DOWELS IN FLOOR SLAB AND WALLS OF 1'-0" EXIST STRUCTURE #4 12 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 8468001c002.dgn IS IN INCHES 60'-0" TRANSITION STRUCTURE SECTION A -A NO SCALE -�n'-n" + Dist COUNTY ROUTE POST MILES SHEET TOTAL No TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 156 624 S 09-08-11 o0 ,OFESS10 REGISTERED CI IL ENGINEER DATE Q UTHAYA F0 SANDIRASEGARAM 09-08-11 z D Fq PLANS APPROVAL DATE No. C61444 THE STATE OF CALIFORNIA OR I TS OFF/CERS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP ATF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL 1F COPIES OF TH/S PIAN SHEET SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 a ONTARIO, CA 91761 1-0" MIN AND VARIES 0 0 #4 12 CONT, TYP -\ INVERT 48:1 • • • • • 4 z 12 #4 12 O� SECTION 13-13 NO SCALE MEASURED ALONG � I-10 CHANNEL RECTANGULAR HALF CHANNEL (DbO . . . . . . . . . . . . . .°----- 0 2 3 0 CV NOTE #4 CONT PARALLEL TO TOP, TYP "a" BARS z cn Q • - a ry) > • � o WEEP HOLE AND Q • PERVIOUS BACKFILL BO -3 . 3-1 1. FOR "SECTION "C -C" SEE DRAINAGE DETAILS SHEET DD -3. 2. FOR REINFORCEMENT INFORMATION, SEE SHEET DD -3. CHANNEL REINF BARS 1 -0 CONST JOINT 2, -0" UNIT 2232 DRAINAGE DETAILS I"0I PROJECT NUMBER & PHASE o O > O w DD -2 u a O O 0800000744 N� oD No o0 �co o0 00 LULU 0 0 J J a LULU 1-:2 a DRAINAGE DETAILS I"0I PROJECT NUMBER & PHASE o O > O w DD -2 u a O O 0800000744 x J' x o o L C L 0 0 cn c/) EXISTING TRAPEZOIDAL CHANNEL inl _()ll i n V Lit -%I \J V VI V.J I JOINT DRAINAGE SYSTEM (De NORTH WALL ELEVATION (NORTH WALL SHOWN, SOUTH WALL SIMILAR) NO SCALE 3/6" PREMOLDED JOINT MATERIAL OR I / 11 C- A IAlrn I Tf\IT WEAKENED PLANE DETAIL C NO SCALE BORDER EAST REVISED 7/2/2010 T JOINT T PREMOLDED JOINT MATERIAL 111 x 18'' SMOOTH DOWEL SEE NOTE 1 CV WRAP OR LUBRICATE THIS PORTION TO PREVENT BOND 2 II �II IA, EXPANSION CAP EXPANSION JOINT DETAIL B NO SCALE TRANSVERSE COSTRUCTION JOINT USERNAME=>p0026551 DGN FILE => 8468001c003.dgn DETAIL A NO SCALE T 2 T 2 RELATIVE BORDER SCALE IS IN INCHES FG Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 1 57 624 S 09-089cy-,9z REGISTERED CI IL ENGINEER DATE 09-08-11 PLANS APPROVAL DATE THE STA TE OF CAL IFORN/A OR I TS OFF/CERS OR AGENTS SHAT L NOT BF RESPONSIBLE FOR THE ACCURACY OR COMPL FTFNFSS OF SCANNED COPIES OF TH/S PLAN SHEET �J\E xpT CIVIL tiP ATF OF CAL 1F0�� 7-1 SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD o SAN BERNARDINO, CA 92410 SUITE 200 N ONTARIO, CA 91 761 10 ALL TRANVERSE CONSTRUCTION JOINTS SHALL BE IN A VERTICAL PLANE NORMAL TO THE CENTERLINE° CONTINUOUS KEYWAYS SHALL BE CONSTRUCTED AS SHOWN IN ''DETAIL A A COMPLETE CURTAIN OF TRANSVERSE STEEL SHALL BE PLACED 3 INCHES FROM EACH FACE OF THE JOINTS AND LONGITUDINAL STEEL SHALL NOT BE CONTINUOUS THROUGH THE JOINTS. AN EXPANSION JOINT SHALL BE CONSTRUCTED BETWEEN THE REINFORCED CONCRETE TRANSITION AND REINFORCED CONCRETE BOX SECTION AS SHOWN ON ''DETAIL B DOWELS SHALL BE PLACED AT 18 INCH SPACING CENTERED IN THE MIDDLE OF THE BOTTOM SLAB AND THE TOP THIRD OF SIDE WALLS. A MINIMUM OF 3 DOWELLS PER SLAB AND WALLS SHALL BE PLACED. 20 TRANSVERSE CONSTRUCTION SHALL NOT PLACED WITHIN 30 INCHES OF JUNCTION STRUCTURE OPENINGS° 3. UNLESS OTHERWISE SHOWN ON THEW DRAWINGS, IN CURVED SECTIONS, THE MAXIMUM SPACING OF BARS, SHALL NOT EXCEED THAT SHOWN ON THE TYPICAL SECTIONS° STEEL SHALL BE PLACED RADIALLY FROM THE MAXIMUM SPACING, WITH THE SPACING MEASURED BETWEEN THE VERTICAL LEGS OF THE BARS. 4. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN THAT SHOWN ON THE DRAWING, WITHOUT APPROVAL OF THE ENGINEER° 5. LONGITUDINAL STEEL SHALL TERMINATE TWO INCHES FROM TRANSVERSE EXPANSION JOINTS° 1`311 24'-0'' MIN AND VARIES I-10 CHANNEL 0 2 3 1 2"TYP UHI\J 3,_011 b -U.. NOTE: FOR "a" AND "b" BAR SPACING, SEE ''NORTH WALL ELEVATION VIEW'' SECTION C -C UNIT 2232 NO SCALE DRAINAGE DETAILS PROJECT NUMBER & PHASE DD -3 0800000744 N� oCO NN o0 N co 00 LU LU 0 0 J J LULU a o � z o o O u� I �:o w O a O 0 � w m cn o > - 'w w r > w Q 0 o o L C L 0 0 cn c/) EXISTING TRAPEZOIDAL CHANNEL inl _()ll i n V Lit -%I \J V VI V.J I JOINT DRAINAGE SYSTEM (De NORTH WALL ELEVATION (NORTH WALL SHOWN, SOUTH WALL SIMILAR) NO SCALE 3/6" PREMOLDED JOINT MATERIAL OR I / 11 C- A IAlrn I Tf\IT WEAKENED PLANE DETAIL C NO SCALE BORDER EAST REVISED 7/2/2010 T JOINT T PREMOLDED JOINT MATERIAL 111 x 18'' SMOOTH DOWEL SEE NOTE 1 CV WRAP OR LUBRICATE THIS PORTION TO PREVENT BOND 2 II �II IA, EXPANSION CAP EXPANSION JOINT DETAIL B NO SCALE TRANSVERSE COSTRUCTION JOINT USERNAME=>p0026551 DGN FILE => 8468001c003.dgn DETAIL A NO SCALE T 2 T 2 RELATIVE BORDER SCALE IS IN INCHES FG Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 1 57 624 S 09-089cy-,9z REGISTERED CI IL ENGINEER DATE 09-08-11 PLANS APPROVAL DATE THE STA TE OF CAL IFORN/A OR I TS OFF/CERS OR AGENTS SHAT L NOT BF RESPONSIBLE FOR THE ACCURACY OR COMPL FTFNFSS OF SCANNED COPIES OF TH/S PLAN SHEET �J\E xpT CIVIL tiP ATF OF CAL 1F0�� 7-1 SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD o SAN BERNARDINO, CA 92410 SUITE 200 N ONTARIO, CA 91 761 10 ALL TRANVERSE CONSTRUCTION JOINTS SHALL BE IN A VERTICAL PLANE NORMAL TO THE CENTERLINE° CONTINUOUS KEYWAYS SHALL BE CONSTRUCTED AS SHOWN IN ''DETAIL A A COMPLETE CURTAIN OF TRANSVERSE STEEL SHALL BE PLACED 3 INCHES FROM EACH FACE OF THE JOINTS AND LONGITUDINAL STEEL SHALL NOT BE CONTINUOUS THROUGH THE JOINTS. AN EXPANSION JOINT SHALL BE CONSTRUCTED BETWEEN THE REINFORCED CONCRETE TRANSITION AND REINFORCED CONCRETE BOX SECTION AS SHOWN ON ''DETAIL B DOWELS SHALL BE PLACED AT 18 INCH SPACING CENTERED IN THE MIDDLE OF THE BOTTOM SLAB AND THE TOP THIRD OF SIDE WALLS. A MINIMUM OF 3 DOWELLS PER SLAB AND WALLS SHALL BE PLACED. 20 TRANSVERSE CONSTRUCTION SHALL NOT PLACED WITHIN 30 INCHES OF JUNCTION STRUCTURE OPENINGS° 3. UNLESS OTHERWISE SHOWN ON THEW DRAWINGS, IN CURVED SECTIONS, THE MAXIMUM SPACING OF BARS, SHALL NOT EXCEED THAT SHOWN ON THE TYPICAL SECTIONS° STEEL SHALL BE PLACED RADIALLY FROM THE MAXIMUM SPACING, WITH THE SPACING MEASURED BETWEEN THE VERTICAL LEGS OF THE BARS. 4. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN THAT SHOWN ON THE DRAWING, WITHOUT APPROVAL OF THE ENGINEER° 5. LONGITUDINAL STEEL SHALL TERMINATE TWO INCHES FROM TRANSVERSE EXPANSION JOINTS° 1`311 24'-0'' MIN AND VARIES I-10 CHANNEL 0 2 3 1 2"TYP UHI\J 3,_011 b -U.. NOTE: FOR "a" AND "b" BAR SPACING, SEE ''NORTH WALL ELEVATION VIEW'' SECTION C -C UNIT 2232 NO SCALE DRAINAGE DETAILS PROJECT NUMBER & PHASE DD -3 0800000744 N� oCO NN o0 N co 00 LU LU 0 0 J J LULU a o � z o o O u� I �:o w O a O x 26'-0± FUTURE CONSTRUCTION 24' -oil o m cn > w ROUTE LLI SHEET TOTAL Q o I C 01=011_00 x � 0 > �— m LLI Q w o u U z LL_ a z Q 0 z 0 x 0 r cn z I Q F_ o W D I Q O Z 0 X � Q U 0 w o �L E-IITURE �STRUCTION 481 �-� q8:1 L WEEP HOLE AND PERVIOUS BACKFILL PER BO -3 TYP 3-1 I-10 CHANNEL 48' -oil 24' -oil 1 '-0" TYPICAL SECTION 1/411 = 1/-Oil -OII DRAINAGE SYSTEM (DQ STA 429+75063 TO STA 438+38008 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 1 58 624 S 09-08-1 1 QR0FESS[O/V REGISTERED CI IL ENGINEER DATE �o q� UTHAYA F� SANDIRASEGARAM 09-08-11 C -D -D z PLANS APPROVAL DATE uj No. C61444 THE 51 -Ah' OF CALIFORNIA OR I TS OFF/CFRS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR J tiP ATF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL,F��� CORIFS OF TH/S PIAN SHEET SANBAC PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 CHANNEL REINFORCEMENT I/211 = 1 ,- Oil BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 8468001c004odgn IS IN INCHES 0 2 3 UNIT 2232 DRAINAGE DETAILS PROJECT NUMBER & PHASE N(I- 0 0) N � o0 �co N � � o0 n n II II � p W W 00 J J CL a - W W F-- :2 a C) z o 0 0 u� I �:o w DD -4 u� <0__� 0 0800000744 x 0 J' o 4- 70 L c L 0 c/) c/) 01=011_00 0 V / o' w w a z 0 U z LL_ z Q w z 0 U W F C 862' _6 _0 x 12 / _0 o 1-24' 24/ CHANNEL 00 SYSTEM +co 101'-11" 80'-0" TRANSITION STRUCTURE o 5-12'-0" x 12'-0" RCB SYSTEM (DQ SYSTEM (De RECTA X Q CHANN 0 z Q o DRAINAGE SYSTEM EXPANSION JOINT /811 = 1 '-0" EXPANSION JOINT STA 438+38.08 TO STA 439+40.00 101'-11" TRANSITION STRUCTURE UIEAIIEKIEf) DI AMIE ')F -r)II 'NF1 _nll -)A / -1 1 �� X � Q U 0 w o Q 17CHANNEL 1 (/' VV t ■ V ■\ r% A NO SCALE /\ I /\ I .- I V I Y - V I I. I SEE SHEET DD -3 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 2 3 DGN FILE => 8468001c005.dgn IS IN INCHES I NOTE: SEE SECTION D -D ON SHEET DD -6 (Q11-4 CABLE RAILING 25'-0" MAX AND VARIES WEEP HOLE AND #4 @, 12 BACKFILL, PLACE TYP AT �0 2112 CLR z x � QO #6 L @, 12 6/-011 `q M I 21/211 M • CLR 00 1/2 #6 12 12� - • #8 '� 12 3/-011 481 WEEP HOLE AND PERVIOUS BACKFILL, PLACE WEEPHOLE AT 6' OC, TYP BO -3 3-1 )UTH PARAPE- PET D82 d PARAPET CB REINF WEEP k PERVIO BACKFI WEEPHC 6' OC, JT 5 - 1 2' -0" 12'-0" RCB I \ �11B REINF Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 159 624 09-08-1 1 QROFESS10� REGISTERED CI IL ENGINEER DATE UTHAYA F� SANDIRASEGARAM 09-08-11 CD z PLANS APPROVAL DATE uj No. C61444 THE S TA TE OF CAL IFORNIA Exp. OR AGENTS SHALL NOTBE RESPONSIBLE FOR Is, C I V I L tiP THE ACCURACY OR COMPLETENESS OF SCANNED ATF of CAL,F��� CORIES OF TB/S PIAN SHEET SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 62'-8" MAX 1'-0" AND VARIES CLU CV I-10 CHANNEL 1012.19 INVERT #6 @, 12 0z SECTION C —C NO SCALE I-10 CHANNEL z x Q o N M I/2 O12 #7 12 -- 48 0 1 #4 (A 12 cl� __V 2" CLR C\, U TYP rQ1-47 (`ADI C DA TLING UNIT 2232 SECTION B -B NO SCALE 12 iz DRAINAGE DETAILS PROJECT NUMBER & PHASE DD -5 0800000744 N(I- 0 CO No o0 N � o0 II II 00 ww 0 0 J J CL a - W W F-- :2 a C) z o 0 0 u, �o w �o a O 0 p - K4 0 X X 0 L o 0 L c L 0 0 V) U) �------------ �F------ - - - - --------- - - - - - - ------------------------x.____1-1 0 1 LI I-1 H -- - - - - - - - - - - ------------ LI -- - - - - - - - - - - - L -L- - - - - - -------- - - - - - � L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —————————————————————————————— — — — — — - 11-4 CABLE RAILING PARAPET TOP OF SOUTH WALL Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 1 60 624 S ()- 09-08-1 1 QRpFESS ION REGISTERED CI IL ENGINEER DATE 4 09-08-11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR I TS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMRL ETENESS OF SCANNED COPIES OF THIS PLAN SHEET �o < Q UTHAYA SANDIRASEGARAM z � No. C61444 m Exp. ATF s�. CIVIL P ti OF CAL SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDIN09 CA 92410 SUITE 200 ONTARI09 CA 91761 z 0 0 FG • •I #q L @ 12 0 0 #6 L@, 12 2/-011 21-011 1 -O„ U) L w #4 @,12<�_ rn5 - 12' X 12' RCB 10' MAX COVER TOP OF NORTH WALL om w m SECTION D -D -- - - -- -- __jz w 1/411 __jcn w aw = o R = 6" > w o - o � � w a CID cn z o > w w u U > w I— w � Q 0 o 0 L o 0 L c L 0 0 V) U) �------------ �F------ - - - - --------- - - - - - - ------------------------x.____1-1 0 1 LI I-1 H -- - - - - - - - - - - ------------ LI -- - - - - - - - - - - - L -L- - - - - - -------- - - - - - � L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —————————————————————————————— — — — — — - 11-4 CABLE RAILING PARAPET TOP OF SOUTH WALL Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 1 60 624 S ()- 09-08-1 1 QRpFESS ION REGISTERED CI IL ENGINEER DATE 4 09-08-11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR I TS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMRL ETENESS OF SCANNED COPIES OF THIS PLAN SHEET �o < Q UTHAYA SANDIRASEGARAM z � No. C61444 m Exp. ATF s�. CIVIL P ti OF CAL SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDIN09 CA 92410 SUITE 200 ONTARI09 CA 91761 z 0 0 FG • •I #q L @ 12 0 0 #6 L@, 12 2/-011 21-011 1 -O„ U) L w #4 @,12<�_ rn5 - 12' X 12' RCB 10' MAX COVER TOP OF NORTH WALL om w m SECTION D -D -- - - -- -- __jz w 1/411 __jcn w aw = o R = 6" > w o - Q O Q #4 G 12 #7 12 O z w — - -- ---- --- -- Q o #6 @ 12 BORDER LAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800ic006edgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 SECTION I• --Oil < a #8 TOT 4 ADDITIONAL TOPS&ABOT AT PARAPET Y4�� = 1 ,_0.. RCB RE I NF DRAINAGE DETAILS PROJECT NUMBER & PHASE DD -6 N � O 00 N N � ee (V � ee M f 0 w us F- F - 00 FOO J J CL CL W W F- 0 0 H ZO 00 > O w Q�o F, Qo O Q a z w o _ U I— U >_ z o D z LL Q Q O Q #4 G 12 #7 12 O z w — - -- ---- --- -- Q o #6 @ 12 BORDER LAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800ic006edgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 SECTION I• --Oil < a #8 TOT 4 ADDITIONAL TOPS&ABOT AT PARAPET Y4�� = 1 ,_0.. RCB RE I NF DRAINAGE DETAILS PROJECT NUMBER & PHASE DD -6 N � O 00 N N � ee (V � ee M f 0 w us F- F - 00 FOO J J CL CL W W F- 0 0 H ZO 00 > O w Q�o F, Qo O x 0 J' x 0 LLI m n C-) > LLI LLI > LLI LL o Q 0 o 4- .� o 70 L c L 0 C/) C/) 01=011_00 om r LLI m a� o Z Lv U , U �Ln v a Lw = U o U 0 V\/ o' LLI o- a a z w o = U U � z LL_ Q z Q z 0 U z 0 F_ Q F_ C:) cn z a F_ I 0 F_ z w F_ a w a Q ° z ` O BORDER EAST REVISED 7/2/2010 64'-6" I-10 CHANNEL o� I - z O 8" 1 2,-0" TYP TYP TYPICAL SECTION 1/411 = 1 ,-Qil DRAINAGE SYSTEM 1 (SEE NOTE 1) STA 439+40000 TO STA 440+20000 0 65'-2" I-10 CHANNEL CV I MIN FILLET, TYP 0 CONST J T CV (OPTIONAL) ALTERNATIVE CONST JT INVERT CONST JT SLOPE 48:1 SLOPE 48:1 I - z O 8" 1 2,-0" TYP TYP TYPICAL SECTION 1/411 = 1 ,-Qil DRAINAGE SYSTEM 1 (SEE NOTE 1) STA 439+40000 TO STA 440+20000 0 65'-2" I-10 CHANNEL CV I TYPICAL = I SECTION 1/411 = 1 ,-Q11 DRAINAGE SYSTEM (D@ (SEE NOTE 1) STA 440+20000 TO STA 441+90000 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 8468001c007.dgn IS IN INCHES 8 11 Do- TYP 1 2'-0" TYP 0 2 3 11" TYP 6 '1 TYP SEE NOTE 2 o 0 1 1 '- 311 TYP O > I 0 O CV X a Ln I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 1 61 624 S b+t-1 09-08-1 1 QR�FESSI0� REGISTERED CI IL ENGINEER DATE q 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET <o < UTHAYA F� SANDIRASEGARAM z uj No. C61444 � Exp. � sT CIVIL tiP ATF OF CAL SANBAC PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 1, FOR REINFORCEMENT AND INFORMATION NOT SHOWN, SEE SHEET DD -8. 20 PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND WHEN PAVEMENT IS PORTLAND CEMENT CONCRETE, AND ADJUSTMENT QUANTITIES° DRAINAGE DETAILS PROJECT NUMBER & PHASE DD -7 0800000744 MIN:7_ FILLET, TYP CONST J T cv (OPTIONAL) ALTERNATIVE CONST JT INVERT CONST JT SLOPE 48:1 SLOPE 48:1 TYPICAL = I SECTION 1/411 = 1 ,-Q11 DRAINAGE SYSTEM (D@ (SEE NOTE 1) STA 440+20000 TO STA 441+90000 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 8468001c007.dgn IS IN INCHES 8 11 Do- TYP 1 2'-0" TYP 0 2 3 11" TYP 6 '1 TYP SEE NOTE 2 o 0 1 1 '- 311 TYP O > I 0 O CV X a Ln I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 1 61 624 S b+t-1 09-08-1 1 QR�FESSI0� REGISTERED CI IL ENGINEER DATE q 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET <o < UTHAYA F� SANDIRASEGARAM z uj No. C61444 � Exp. � sT CIVIL tiP ATF OF CAL SANBAC PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 1, FOR REINFORCEMENT AND INFORMATION NOT SHOWN, SEE SHEET DD -8. 20 PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND WHEN PAVEMENT IS PORTLAND CEMENT CONCRETE, AND ADJUSTMENT QUANTITIES° DRAINAGE DETAILS PROJECT NUMBER & PHASE DD -7 0800000744 x J' x Iu• p c T-1 0 rWANINIFI > o' FG w = a a Z w o = p U U >_ Z o z w a BOX BOX CULVER REINFORCEMENT I/211 = 1 /_Oil Q I 65/_211 w Z 0 U poi Q DRAINAGE SYSTEM 1 O 1 O 1 O 1 O 1 O 1 O 2'' CLR TYP " f" BARS"g" c ORIS #4 10/ 20/ >20' 10 U Roof T1 %4" MIN 1 /-21/211 1 /- 3" 1 1 1/2 11 0 cn 11 " 1 /- 3" z 1 1 �/2" U Q �� 10 CONST JT "b" J BARS 1 1 �/2 Spacing 81/2 8" 8" 81/2" c� O Size Ba r (OPTIONAL) #7 #7 "a" BARS z "f" Size Bar w #7 #7 #6 "a" Size Ba r • • #4 #4 #4 0.25 S #4 "d" BARS, OR 0.25 S #6 #6 #4 #6 TYP TYP CONST JT Dim "B" Ft -inches D 3-4 3-4 I O Q 3-7 ®® #4 1 8, FOR COVER OVER 10/-o " 3-7 0.25 S #4 "d" BARS, OR 0.25 S • • Size Bar #7 #7 #7 #7 -� #4 @ 185 FOR COVER OVER 10 oil D i m "C" Ft -inches 7-5 ad 7-5 - "e" • • #5 #5 #5 #5 SLOPE 48:1 "e" BARS - SEE NOTE 1 • #4 18 MAX, TYP 2" C L R #4 @ 18 MAX, TYP #4 @118 MAX TYP INVERT "a" � BARS SLOPE 48:1 • • • • • • • "g" ' ' B'' BARS #7 z� La 8 ..C.. T 2 - SPAN, S > o' FG w = a a Z w o = p U U >_ Z o z w a BOX BOX CULVER REINFORCEMENT I/211 = 1 /_Oil Q I 65/_211 w Z 0 U poi Q DRAINAGE SYSTEM 1 O 1 O 1 O 1 O 1 O 1 O F Maximum Earth Cover 10/ 20/ >20' 10 U Roof T1 %4" MIN 1 /-21/211 1 /- 3" 1 1 1/2 11 0 cn 11 " 1 /- 3" z 1 1 �/2" U Q �� 10 CONST JT �_ �� 1 3 1 1 �/2 Spacing 81/2 8" 8" 81/2" c� O Size Ba r (OPTIONAL) #7 #7 #8 z "f" Size Bar w #7 #7 #6 "a" Size Ba r ALTERNATIVE #4 #4 #4 a Size Ba r #6 #6 #6 #6 w CONST JT Dim "B" Ft -inches D 3-4 3-4 I O Q 3-7 INVERT Q U 0 w1*41 o Q cn I-10 CHANNEL I � � BORDER EAST REVISED 7/2/2010 ♦I e #4 18 w > O 6" U Iffda --SEE NOTE 2 z 8.. 1 2/_0.. 1/-311 TYP TYP TYP TYPICAL SECTION 1/411 /411 = 1/-Oil _011 DRAINAGE SYSTEM (Do STA 441+90.00 TO STA 443+00°00 USERNAME => p0026551 RELATIVE BORDER SCALE 0 2 3 DGN FILE _> 846800ic008odgn IS IN INCHES I � I � I � I QO I 1. "e" BARS ARE AT HALF SPACING° 2. PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND WHEN PAVEMENT IS PORTLAND CEMENT CONCRETE, AND ADJUST QUANTITIES. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 1 62 624 S (�' 09-08-1 1 QROFESS�oti REGISTERED CIVIL ENGINEER DATE q 09-08-11 PLANS APPROVAL DATE THE STA TE OF CAL IFORN/A OR I TS Of F/CERS OR AGENTS SHAT L NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPL FTFNFSS OF SCANNED COPIES OF TH/S PLAN SHEET UTHAYA F� SANDIRASEGARAM z � No. C61444 �J\E xpT CIVIL tiP ATF OF CAL SANBAC PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 BOX CULVERT REINFORCEMENT SCHEDULE DRAINAGE SYSTEM 1 O 1 O 1 O 1 O 1 O 1 O 1 O 1 O Maximum Earth Cover 10/ 20/ >20' 10 U Roof T1 %4" MIN 1 /-21/211 1 /- 3" 1 1 1/2 11 0 Walls T2 11 " 1 /- 3" FILLET, TYP 1 1 �/2" U Invert T3 �� 10 CONST JT �_ �� 1 3 1 1 �/2 Spacing 81/2 8" 8" 81/2" c� "g" Size Ba r (OPTIONAL) #7 #7 #8 "f" Size Bar #7 #7 #7 #6 "a" Size Ba r ALTERNATIVE #4 #4 #4 Size Ba r #6 #6 #6 #6 CONST JT Dim "B" Ft -inches 3-9 3-4 3-4 4-7 Dim ''Bw'' Ft -inches 3-7 INVERT 3-7 4-9 Ilcll Size Bar #7 #7 #7 #7 D i m "C" Ft -inches 7-5 CONST JT 7-5 - "e" SLOPE 48:1 #5 #5 #5 #5 SLOPE 48:1 - BORDER EAST REVISED 7/2/2010 ♦I e #4 18 w > O 6" U Iffda --SEE NOTE 2 z 8.. 1 2/_0.. 1/-311 TYP TYP TYP TYPICAL SECTION 1/411 /411 = 1/-Oil _011 DRAINAGE SYSTEM (Do STA 441+90.00 TO STA 443+00°00 USERNAME => p0026551 RELATIVE BORDER SCALE 0 2 3 DGN FILE _> 846800ic008odgn IS IN INCHES I � I � I � I QO I 1. "e" BARS ARE AT HALF SPACING° 2. PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND WHEN PAVEMENT IS PORTLAND CEMENT CONCRETE, AND ADJUST QUANTITIES. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 1 62 624 S (�' 09-08-1 1 QROFESS�oti REGISTERED CIVIL ENGINEER DATE q 09-08-11 PLANS APPROVAL DATE THE STA TE OF CAL IFORN/A OR I TS Of F/CERS OR AGENTS SHAT L NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPL FTFNFSS OF SCANNED COPIES OF TH/S PLAN SHEET UTHAYA F� SANDIRASEGARAM z � No. C61444 �J\E xpT CIVIL tiP ATF OF CAL SANBAC PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 BOX CULVERT REINFORCEMENT SCHEDULE DRAINAGE SYSTEM 1 O 1 O 1 O 1 O 1 O 1 O 1 O 1 O Maximum Earth Cover 10/ 20/ >20' 10 U Roof T1 10 1 /-21/211 1 /- 3" 1 1 1/2 11 0 Walls T2 11 " 1 /- 3" 1 /- 3" 1 1 �/2" U Invert T3 �� 10 �_ �� 1/-11 �_ �� 1 3 1 1 �/2 Spacing 81/2 8" 8" 81/2" "g" Size Ba r #7 #7 #7 #8 "f" Size Bar #7 #7 #7 #6 "a" Size Ba r #4 #4 #4 #4 Size Ba r #6 #6 #6 #6 "b" Dim "B" Ft -inches 3-9 3-4 3-4 4-7 Dim ''Bw'' Ft -inches 3-7 3-7 3-7 4-9 Ilcll Size Bar #7 #7 #7 #7 D i m "C" Ft -inches 7-5 7-5 7-5 9-0 "e" Size Bar #5 #5 #5 #5 "d" BARS, FOR EARTH COVERS UP TO AND INCLUDING 10/-0" SPAN 4/ 5' 6/ 7/ 8/ 10/ 12/ 14/ NUMBER 5 6 8 10 13 14 16 19 KNOWN , BARS "g" OR "b" BARS SPACING SPI ACINGI EXTERIOR WALL SECTION UNIT 2232 NO SCALE INVERT SIMILAR 'if'' BARS SPACING SPACING ROOF SECTION NO SCALE DRAINAGE DETAILS PROJECT NUMBER & PHASE 0800000744 N (]- 0o ] -0o N� o0 o N � � o0 n � II II �p W LU O p J J 0- a - LULU a or Z o o O u I 'o w �o aO CD z_ U a IZ cn CD z_ U a IZ KNOWN , BARS "g" OR "b" BARS SPACING SPI ACINGI EXTERIOR WALL SECTION UNIT 2232 NO SCALE INVERT SIMILAR 'if'' BARS SPACING SPACING ROOF SECTION NO SCALE DRAINAGE DETAILS PROJECT NUMBER & PHASE 0800000744 N (]- 0o ] -0o N� o0 o N � � o0 n � II II �p W LU O p J J 0- a - LULU a or Z o o O u I 'o w �o aO x 0 J' x 0 w m cn o > w Lv > w w m a 0 o 4- •- o 70 L c L 0 c/) c/) 01=011_00 0 V / o' LLI o- a a z w o = U U z � � Z LL_ Q z Q z 0 U z 0 F_ Q F_ C:) cn z Q F_ I 0 F_ z w F_ Q W BORDER EAST REVISED 7/2/2010 � RCB = � SYMMETRY "ry" RAQQ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1408/1505 163 624 S b+t-1 09-08-1 1 QR�FESSI0� REGISTERED CI IL ENGINEER DATE q 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET <o < UTHAYA F� SANDIRASEGARAM z uj No. C61444 � Exp. � sT CIVIL tiP ATF OF CAL SANBAC PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 C RrR = C '�YMMFTRY SEE NOTE 2 O w SPAN, S T2 -we NOTES TYP BOX CULVER REINFORCEMENT 1. "e" BARS ARE AT HALF SPACING. 1/2 11 - 1 -0il 20 PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND WHEN PAVEMENT IS PORTLAND CEMENT CONCRETE, AND ADJUST QUANTITIES° FG 3. FOR REINFORCEMENT AND INFORMATION NOT SHOWN, - SEE SHEET DD -8o 0 I 0 CV n 52,-6" 611 w TYP > o U C RrR = C '�YMMFTRY SEE NOTE 2 TYPICAL SECTION 1/411 = 1/—Oil —OII DRAINAGE SYSTEM (D@ STA 443+00°00 TO STA 444+75000 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 DGN FILE => 8468001c009.dgn IS IN INCHES I I I DRAINAGE PROJECT NUMBER & PHASE DETAILS DD -9 0800000744 N(I- o � N o � o0 N � n n II II � p W W 00 J J CL a - W W F-- :2 a C) z o 0 0 u I 'o w cl�o a O O w TYPICAL SECTION 1/411 = 1/—Oil —OII DRAINAGE SYSTEM (D@ STA 443+00°00 TO STA 444+75000 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 DGN FILE => 8468001c009.dgn IS IN INCHES I I I DRAINAGE PROJECT NUMBER & PHASE DETAILS DD -9 0800000744 N(I- o � N o � o0 N � n n II II � p W W 00 J J CL a - W W F-- :2 a C) z o 0 0 u I 'o w cl�o a O x J' x 0 � w m n o > _ -- w w -- - � Er S = 0.0022 > w Q FL ELEV 1012.74 o 0 0 L C L 0 0 Cn C/) 01molp-10 0 V / > w m w = a a z w o = U U z � Z LL- Q z Q w z 0 U z 0 F - Q F rlrO cn z Q F— I O F— z w Q w a Q ° z ` O Cherry Ave 0 G �, \ SEE DETAIL A / i/ S = _ 0.0022 S = 0.0022 FL ELEV S Oo0022 = FL ELEV FL ELEV 1012098 1013037 1013046 Stage 1 Construction Stage 5 Construction 9 DATUM ELEV = 950000 442 443 444 445 446 ELEVATION 1 II = 40' LEGEND STAGE 1 CHANNEL CONSTRUCTION BORDER EAST REVISED 7/2/2010 FLAN 1 11 = 40' DRAINAGE SYSTEM USERNAME=>p0026551 DGN FILE => 8468001c010odgn O TEMPORARY WALL SIMILAR) BY CON- 1 2' RCB RELATIVE BORDER SCALE IS IN INCHES CONSTRUCTION LER9 TE, TYP DETAIL B NOTE TEMPORARY WALL ON TOP OF NEWLY CONSTRUCTED BOX MAY BE REQUIRED TO SUPPORT ROADWAY DURING STAGE 5 CONSTRUCTION REINF 9 TYP STAGE 5 CONSTRUCTION BOX CULVERT - STAGE CONSTRUCTION DETAIL A C NO SCALE C 8'0 CONC PIP Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 1 64 624 S 09-08-1 1 ROFESSjo REGISTERED CI IL ENGINEER DATE UTHAYA F� SANDIRASEGARAM 09-08-11 C-D� z PLANS APPROVAL DATE uj No. C61444 THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS Exp. OR AGENTS SHAT L NOT BE RESPONSIBLE FOR sT C I VIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL,F��� COPIES OF TH/S PIAN SHEET SANBAC PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO CA 91761 SETTIN( BPI BA FLANGE OREQLl V /-iLLIV 1 F A r F r) F DETAIL B NO SCALE DRAINAGE SYSTEM UU 0 2 3 DRAINAGE SYSTEM UU DETAIL 1 UNIT 2232 DRAINAGE DETAILS 1-10 CHANNEL PLAN AND PROFILE PROJECT NUMBER & PHASE CE BAR o r - N cv N � o0 00 LULU 00 J J LULU 1-- :2 a 0 H zO o O U >O DD -10 a O 0800000744 00 I-10 CHANNEL .0 n 5- 1 2'x12' RCB 4- 12'x12' RCB DRAINAGE SYSTEM UU 0 2 3 DRAINAGE SYSTEM UU DETAIL 1 UNIT 2232 DRAINAGE DETAILS 1-10 CHANNEL PLAN AND PROFILE PROJECT NUMBER & PHASE CE BAR o r - N cv N � o0 00 LULU 00 J J LULU 1-- :2 a 0 H zO o O U >O DD -10 a O 0800000744 x 0 J' x 0 � w m cn o > w w > w w o Q 0 F SEE NOTE 2---'� � I-10 CHANNEL RCB = � SYMMETRY 6 II TYP 1 1 0 8" 1 2, -oil 0'-1 ill 0 0 = z TYP TYP TYP 70 L 01-1 c L 0 0 cn C/) TYPICAL SECTION x/411 = 1 ,-Qil om r w m �w DRAINAGE SYSTEM (D(D (SEE NOTE 1) Z U , U Q� STA 445+15000 TO STA 449+75000 U o U O V / LL nw LL V I w a a z w o = U U z o � z LL_ Q z Q w z O U z O F_ Q F_ C:) cn z Q F_ I 0 F_ z w F_ Q W BORDER EAST REVISED 7/2/2010 SEE NOTE 2 52'-611 6 II TYP n 00 I TYPICAL SECTION 1 '-3" TYP Ln I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1408/1505 165 624 S b+t-1 09-08-1 1 QR�FESSI0� REGISTERED CI IL ENGINEER DATE q 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET <o < UTHAYA F� SANDIRASEGARAM z uj No. C61444 ,,I,E xpT CIVIL tiP ATF OF CAL SANBAC PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 NOTES 1 o FOR REINFORCEMENT AND INFORMATION NOT SHOWN, SEE SHEET DD -8o 20 PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND WHEN PAVEMENT IS PORTLAND CEMENT CONCRETE, AND ADJUST QUANTITIES° i' o" DRAINAGE DRAINAGE SYSTEM (D8 (SEE NOTE 1 ) STA 444+75000 TO STA 445+15000 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE => 8468001 c011 .dgn IS IN INCHES I I I DETAILS DD -11 0800000744 Nn o r- cv v � o0 N � � o0 n n II II � p W W 00 J J CL a- ww F-- :2 a M z O o O u, 'O w O a O 3/4" MIN FILLET, TYP o CONST JT c\, i (OPTIONAL) ALTERNATIVE CONST JT, TYP INVERT SLOPE 48:1 \tl SLOPE 48:1 / CONST JT, TYP 6 II TYP 1 1 0 8" 1 2, -oil 0'-1 ill 0 0 = z TYP TYP TYP 70 L 01-1 c L 0 0 cn C/) TYPICAL SECTION x/411 = 1 ,-Qil om r w m �w DRAINAGE SYSTEM (D(D (SEE NOTE 1) Z U , U Q� STA 445+15000 TO STA 449+75000 U o U O V / LL nw LL V I w a a z w o = U U z o � z LL_ Q z Q w z O U z O F_ Q F_ C:) cn z Q F_ I 0 F_ z w F_ Q W BORDER EAST REVISED 7/2/2010 SEE NOTE 2 52'-611 6 II TYP n 00 I TYPICAL SECTION 1 '-3" TYP Ln I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1408/1505 165 624 S b+t-1 09-08-1 1 QR�FESSI0� REGISTERED CI IL ENGINEER DATE q 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET <o < UTHAYA F� SANDIRASEGARAM z uj No. C61444 ,,I,E xpT CIVIL tiP ATF OF CAL SANBAC PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 NOTES 1 o FOR REINFORCEMENT AND INFORMATION NOT SHOWN, SEE SHEET DD -8o 20 PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND WHEN PAVEMENT IS PORTLAND CEMENT CONCRETE, AND ADJUST QUANTITIES° i' o" DRAINAGE DRAINAGE SYSTEM (D8 (SEE NOTE 1 ) STA 444+75000 TO STA 445+15000 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE => 8468001 c011 .dgn IS IN INCHES I I I DETAILS DD -11 0800000744 Nn o r- cv v � o0 N � � o0 n n II II � p W W 00 J J CL a- ww F-- :2 a M z O o O u, 'O w O a O x 0 J' x 0 w m cn o > w w > w w o Q 0 o 4- 70 L c L 0 cf) C/) 01=111_00 o r w m �ao �z w U , U � Lf) W aw = U o U 0 V / w a Q z w o = U U z o � z LL_ Q z Q z 0 U z 0 F_ Q F_ C:) cn z Q F_ I 0 F_ z w F_ Q w 0 D82 0 PARAPET-\ ...... --------- 2" CLR_ TYP 7 @, 12 ---- 3`011 WEEP HOLE AND PERVIOUS BACKFILL PER �BO- 2'' ICLR #4 (A 12 #5 L(A 12 3, _OII CONST JT ELEV 1015.02 ----------- -- - - - - - . - - - - - - ------ BORDER ----- TOP OF ACCESS RAMP WALL BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 8468001c012odgn JD pi e N DRAINAGE SYSTEM (D(D 1/8 11 = 1/ -oil STA 449+75.00 TO STA 451+25.00 I V I /"� l I Y I L I Y /"% I Y V L /"� V V L _"�J I\ /"� I V I I SHALL HAVE A TINE FINISH 130'-0"± PERPENDICULAR TO SLOPE (Bl� 1-q7 CABLE RAILING ic D82 PARAPET Yo TOP OF BOX CULVERT (BEYOND) - -- 0 2 0, #4 @1 12 #5 � 12 # 5 @1 12 INVERT SLAB '� 2'-o" SECTION B -B LAP HOR I Z: /8 = 1 ' -0�� VERT: 3/811 = 1 ' -Oil RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 166 624 S 09-08-11 QROFESS�oti REGISTERED CI IL ENGINEER DATE q 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET <o < UTHAYA F� SANDIRASEGARAM - z uj No. C61444 � Exp. � sT CIVIL tiP ATF OF CAL SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 dl/ATCC . 1 FOR SECTION A -A AND SECTION C -C, SEE SHEET DD -13. 2. FOR SECTION D -D, SEE SHEET DD -14. TOP OF RAMP ELEV 1028.00 ± DRAINAGE PROJECT NUMBER & PHASE DETAILS DD -12 0800000744 N(I- Ln 00 LULU 00 J J a- a - LU LU F-- :2 a M z o o O u, 'o w �o a O x 0 J' x 0 LLI m cn o > LLI LLI > LLI LLI o Q 0 o 4- 0 70 L c L 0 C/) C/) 01=011_00 LLI m �ao �z w U � U LLI a Lw = U o U 0 V / LL�I LLI LL V II J a Q z w o = U U � Z LL_ Q z Q z 0 U z 0 F_ Q F_ 0 r z Q F_ II 0 F_ z w F_ Q W D I Q O z ` O � 1 w Iz a i w a I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 1 67 624 S 09-08-11 QROFESS�oti REGISTERED CI IL ENGINEER DATE q 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR 12 THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET <o < UTHAYA F� SANDIRASEGARAM z uj No. C61444 � Exp. � sT CIVIL tiP ATF OF CAL SANBAC PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 Y4 11 DEEP 2 '1 CL 1 '-0" MAINTENANCE ACCESS RAMP SECTION A -A NO SCALE A r� /_ -:K I I 3/8 JOINT SEALANT COMPOUND, TYPE ''A'' SEC 51 -1 01 2 OF STANDARD SPECIFICATIONS INVERT SLAB --- 'PREMOLDED EXPANSION JOINT FILLER (3/8 R ASPHALTIC FILLER) SECURE TO CONCRETE WITH'/4" CONCRETE NAILS. HEADS TO BE FLUSH WITH PREMOLDED MATERIAL EXPANSION JOINT DETAIL A 1 II = 1 /-oil 6' 1 TYP BORDER EAST REVISED 7/2/2010 SEE DETAIL B ON SHEET DD -14 GNU 5UALE USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE => 8468001c013.dgn IS IN INCHES I I I 0'-1 1 I/2" TYP iETAILS DD -13 0800000744 N(I- Ln N � � o0 n n II II � p W W 00 J J CL a- ww F-- :2 a M z O o O u, O w O a O x 0 J' x o 4- 70 L c L 0 C/) C/) 01=011_00 m> r w m �ao �z w U , U __j Lf) w aw = U o U 0 V / LL nw LL w = a Q z w o = U U z o � z LL_ Q z Q w z 0 U z 0 F_ Q F_ 0 r z Q F_ II 0 F_ z w F_ Q W D I Q O z ` O � 1 /-\„ F_n/ n 11 kAAV .1 / ,-\ I I BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 8468001c014.dgn SECTION D -D NO SCALE RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 a 12 #JO 8,1 12 Q0 3, -oil ;LR D Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1408/1505 168 624 S b -Y-1 09-08-1 1 QR�FESSI0� REGISTERED CI IL ENGINEER DATE q 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TB/S PIAN SHEET <o < UTHAYA F� SANDIRASEGARAM CD F7 -1z � No. C61444 Exp. sT CIVIL tiP ATF OF CAL SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 JOINT SEALANT COMPOUND, TYPE ''A'' SEC 51 -1 01 2 OF STANDARD SPECIFICATIONS CHANNEL WALL PREMOLDED EXPANSION JOINT FILLER (3/8 " ASPHALTIC FILLER) SECURE -L� TO CONCRETE WITH1/4" CONCRETE NAILS. HEADS TO BE FLUSH WITH PREMOLDED MATERIAL EXPANSION JOINT DETAIL B UNIT 2232 1 II = 1 /-oil DRAINAGE DETAILS PROJECT NUMBER & PHASE DD -14 0800000744 Na - o � c� �r � o0 �Ln N � � o0 n n II II � p W W O O J J CL a - W W F-- :2 a M z O o O u, > O w O a O 0 � w m cn F o > w Li -I cn � w > w Q Q o > o 4- 70 L c L 0 C/) C/) 01=011_00 m> r w m �ao �z w U , U __j Lf) w aw = U o U 0 V / LL nw LL w = a Q z w o = U U z o � z LL_ Q z Q w z 0 U z 0 F_ Q F_ 0 r z Q F_ II 0 F_ z w F_ Q W D I Q O z ` O � 1 /-\„ F_n/ n 11 kAAV .1 / ,-\ I I BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 8468001c014.dgn SECTION D -D NO SCALE RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 a 12 #JO 8,1 12 Q0 3, -oil ;LR D Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1408/1505 168 624 S b -Y-1 09-08-1 1 QR�FESSI0� REGISTERED CI IL ENGINEER DATE q 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TB/S PIAN SHEET <o < UTHAYA F� SANDIRASEGARAM CD F7 -1z � No. C61444 Exp. sT CIVIL tiP ATF OF CAL SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 JOINT SEALANT COMPOUND, TYPE ''A'' SEC 51 -1 01 2 OF STANDARD SPECIFICATIONS CHANNEL WALL PREMOLDED EXPANSION JOINT FILLER (3/8 " ASPHALTIC FILLER) SECURE -L� TO CONCRETE WITH1/4" CONCRETE NAILS. HEADS TO BE FLUSH WITH PREMOLDED MATERIAL EXPANSION JOINT DETAIL B UNIT 2232 1 II = 1 /-oil DRAINAGE DETAILS PROJECT NUMBER & PHASE DD -14 0800000744 Na - o � c� �r � o0 �Ln N � � o0 n n II II � p W W O O J J CL a - W W F-- :2 a M z O o O u, > O w O a O x 0 J' x 45/-311 I-10 CHANNEL RCB SYMMETRY 811 14 -oil 1 1 I/211 H 70 ° TYP TYP TYP cL U 0 c/) c TYPICAL SECTION 1/411 = 1 ,- 011 m DRAINAGE SYSTEM 1 II a� o --JZ STA 451+25.00 TO STA 457+70000 U � U � � w aw = w o v Z O F— F— r)— C:) — F— O r cn z Q F— I O F— z w F— Q W n n n I /11 m r T r M A M M T r M CONST JT, TYP Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 1 69 624 S b+t-1 09-08-1 1 QR�FESSI0� REGISTERED CI IL ENGINEER DATE q 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET <�o < UTHAYA F� SANDIRASEGARAM z `j No. C61444 � Exp. � sT CIVIL tiP ATF OF CAL SANBAC PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 c 11 w X411 Min > O FILLET, TYP 00 CON I �, O ( 0 P x ALTERN � OIC CONST INVERT CONST JT, TYP ® SLOPE 811 14 -oil 1 1 I/211 H 70 ° TYP TYP TYP cL U 0 c/) c TYPICAL SECTION 1/411 = 1 ,- 011 m DRAINAGE SYSTEM 1 II a� o --JZ STA 451+25.00 TO STA 457+70000 U � U � � w aw = w o v Z O F— F— r)— C:) — F— O r cn z Q F— I O F— z w F— Q W n n n I /11 m r T r M A M M T r M CONST JT, TYP Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 1 69 624 S b+t-1 09-08-1 1 QR�FESSI0� REGISTERED CI IL ENGINEER DATE q 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET <�o < UTHAYA F� SANDIRASEGARAM z `j No. C61444 � Exp. � sT CIVIL tiP ATF OF CAL SANBAC PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 c 11 Future Ce I T I— BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 8468001c015.dgn DRAINAGE SYSTEM ( 3- 1 4'x 1 2' RCB) PLAN 111 = 10' DRAINAGE SYSTEM (2- 14'x12' RCB) RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 DRAINAGE DETAILS PROJECT NUMBER & PHASE a m 0800000744 N (I- o cv o � o0 N � � o0 n � II II � p W W 00 J J CL a - W W F-- :2 a C) z O o O u I O w O a O w > O 00 I O x � OIC Future Ce I T I— BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 8468001c015.dgn DRAINAGE SYSTEM ( 3- 1 4'x 1 2' RCB) PLAN 111 = 10' DRAINAGE SYSTEM (2- 14'x12' RCB) RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 DRAINAGE DETAILS PROJECT NUMBER & PHASE a m 0800000744 N (I- o cv o � o0 N � � o0 n � II II � p W W 00 J J CL a - W W F-- :2 a C) z O o O u I O w O a O x 0 J' x 0 w m cn o > Lv LL > LL LL o Q 0 o 4- 0 70 L c L 0 cf) c/) �� 0 V / o' LL o- a a z w o = U U � Z LL_ Q z Q z 0 U z 0 F_ Q F_ 0 r z Q F_ I 0 F_ z w F_ Q W 2'' CLR, TYP #4 I-10 CHANNEL RCB = C SYMMETRY "f" ­__� BARS\ "g" BARS 11 c1 ] OR �J BORDER EAST REVISED 7/2/2010 11 g 11 n n n C Future f11 -- BARS ..g.. BARS ..B.. BOX CULVER REINFORCEMENT "c" I/211 = 1 ,-oil SPAN, S DRAINAGE SYSTEM 1 S licil STA 451+25.00 TO STA 457+70000 m _T W m USERNAME=>p0026551 DGN FILE => 8468001c016.dgn BOX CULVER REINFORCEMENT ,/211 = 1 ,-oil DRAINAGE SYSTEM (D(D STA 457+70000 TO STA 462+00°00 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 SEE NOTE 2 Ems UNIT 2232 T2 \1ATrA SEE NOTE 2 Ems Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 1 70 624 S b+t-1 09-08-1 1 ROFESS�oti REGISTERED CIVIL ENGINEER DATE Qq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET UTHAYA F� SANDIRASEGARAM z uj No. C61444 ix Exp. sTCIVIL tiP qTF �F CAL SANBAC PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 10 "e" BARS ARE AT HALF SPACING° 20 PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND WHEN PAVEMENT IS PORTLAND CEMENT CONCRETE, AND ADJUST QUANTITIES° 3. FOR REINFORCEMENT AND INFORMATION NOT SHOWN, SEE SHEET DD -8o DRAINAGE DETAILS PROJECT NUMBER & PHASE DD -16 0800000744 N(I- o � N � o0 N � � o0 n n II II � p ww 00 J J a- a - W W F-- :2 a C) z O o O U I 'o w O a O 0 0 0 0 0 -------- • • • • • • • • • • • • • • • • • •• • • • • • • • "a" BARS "b" BARS ' #4 1 8 old old' J #4 0.25 S #4 "d'' BARS, OR 0.25 S 0.25 S #4 "d'' BARS, OR 0.25 S TYP TYP TYP ® ® #4 189 FOR COVER OVER 10 0 . "e" BARS #4 @ 18 MAX, TYP SEE NOTE 1 #4 (A 18 MAX, TYP 2" CLR TYP #4 18 MAX INVERT .big . -- SLOPE 481 "a" BARS SLOPE 48: 1 -- Is • • • • • • • • • • • •• • • • • • • • • • .. • • • • • • • • • 1 • BORDER EAST REVISED 7/2/2010 11 g 11 n n n C Future f11 -- BARS ..g.. BARS ..B.. BOX CULVER REINFORCEMENT "c" I/211 = 1 ,-oil SPAN, S DRAINAGE SYSTEM 1 S licil STA 451+25.00 TO STA 457+70000 m _T W m USERNAME=>p0026551 DGN FILE => 8468001c016.dgn BOX CULVER REINFORCEMENT ,/211 = 1 ,-oil DRAINAGE SYSTEM (D(D STA 457+70000 TO STA 462+00°00 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 SEE NOTE 2 Ems UNIT 2232 T2 \1ATrA SEE NOTE 2 Ems Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 1 70 624 S b+t-1 09-08-1 1 ROFESS�oti REGISTERED CIVIL ENGINEER DATE Qq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET UTHAYA F� SANDIRASEGARAM z uj No. C61444 ix Exp. sTCIVIL tiP qTF �F CAL SANBAC PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 10 "e" BARS ARE AT HALF SPACING° 20 PROVIDE PAVING NOTCH WHEN TOP IS EXPOSED AND WHEN PAVEMENT IS PORTLAND CEMENT CONCRETE, AND ADJUST QUANTITIES° 3. FOR REINFORCEMENT AND INFORMATION NOT SHOWN, SEE SHEET DD -8o DRAINAGE DETAILS PROJECT NUMBER & PHASE DD -16 0800000744 N(I- o � N � o0 N � � o0 n n II II � p ww 00 J J a- a - W W F-- :2 a C) z O o O U I 'o w O a O x J' x o 0 70 L c L 0 o' 0 > w o- w = a Q z w o = U U z o � z LL_ Q z Q w z 0 U z O Q C) Z Q F_ Li 0 z w F- rrQ w a i Q ° Z ` O � 1 462+00°00 150' TRANSITION STRUCTURE r% A M 1 r M A T I T A I r% A I /l T f" I I /l I A 1 K 1 L I `t A I L fl 1. U \ I J\ I J 1AIr A vrn1rr\ M A 1,1r IA\I MWW "MM�■LI JWAM � 4'CONCRETE PARAPET BORDER EAST REVISED 7/2/2010 EXPANSION JOINT SEE SHEET DD -7 USERNAME=>p0026551 DGN FILE => 8468001C017odgn AN NO SCALE DRAINAGE SYSTEM08 8 STA 462+00°00 TO STA 463+50000 1 F_n/ TDANIC'TTTnr\l CTDI 1(`TI IDC "c II BARS SECTION A -A NO SCALE RELATIVE BORDER SCALE IS IN INCHES MIN AND VARIES C07) -77 PROVIDE 9 THK BULB a BARS , -OII 2 0 1 2 3 Z_ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/1 505 171 624 S (J' 09-08-11 QROFESS�oti REGISTERED CML ENGINEER DATE q 09-08-11 PLANS APPROVAL DATE THE STA TE OF CALIFORNIA OR I TS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPES OF TB/S PIAN SHEET �3 UTHAYA F� SANDIRASEGARAM z uj No. C61444 Exp. sT CIVIL tiP ATF OF CAL 1F SANBAC PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 EXISTING TRAPEZOIDAL CHANNEL #4 x 2'-0'' @, 12 DRILL AND BOND DOWELS 28,-811 - 33,-411 I-10 CHANNEL IbII BARS '0'' -oil / #4 12 SECTION UNIT 2232 NO SCALE �o '-Oil MIN AND VARIES CABLE RAILING TYP 11-47 IIaII BARS _j • 2, -0" 25 u • WEEP HOLE AND PERVIOUS . BACKFILL B0_3 3-1 z•, BARS�� 13-13 NOTE FOR SECTION C -C AND REINFORCING BARS, SEE SHEET DD -18o AAF I ipF Al (1N1(-qh T-1 () ('WANINIFI TRAPEZOIDAL CHANNEL +I QQ I #4 x 21-0'' (D, 12 DRILL AND BOND DOWELS DRAINAGE DETAILS I�0I PROJECT NUMBER & PHASE o O u� I �:o DD -17 �1 a O 0800000744 Na_ o� NQ- o0 N � o0 II II 00 W W 00 J J W W a DRAINAGE DETAILS I�0I PROJECT NUMBER & PHASE o O u� I �:o DD -17 �1 a O 0800000744 x 0 J' x 0 LLI m n C-) > LLI LLI > LLI LL o Q 0 o 4- 70 L c L 0 cf) c/) 01=111_00 o r LLI m �ao �z w U , U __j Lf) W a Lw = U o U 0 V / > o' LLI o- a Q z w o = U U z o � z LL- Q z Q z 0 U z 0 F— F- r)— C:) — F- O r cn z Q F— I I — I_I O F— z w F— Q W D I Q O z ` O BORDER EAST REVISED 7/2/2010 #8 9 "c" BARS #8 0, 12 "c" BARS #6 12 "c" BARS #6 9 '' d '' BARS #6 @, 12 '' d '' BARS #5 12 '' d '' BARS USERNAME=>p0026551 DGN FILE => 8468001c018.dgn DRAINAGE SYSTEM (Da NORTH WALL ELEVATION (NORTH WALL SHOWN, SOUTH WALL SIMILAR) NO SCALE RELATIVE BORDER SCALE IS IN INCHES FG=( 11 a" BARS Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1408/1505 172 624 S b+t-1 09-08-1 1 QR�FESSI0� REGISTERED CI IL ENGINEER DATE q 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPES OF TH/S PIAN SHEET <o < UTHAYA F� SANDIRASEGARAM z uj No. C61444 �'\Exp CIVIL tiP ATF OF CAL SANBAC PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 -)URED ALONG $ I-10 CHANNEL EXISTING TRAPEZOIDAL CHANNEL +j I szl 1 311 28/-8'' MIN 1/-311 & VARIES 0 2 3 N I I SECTION C -C DRAINAGE DETAILS NO SCALE UNIT 2232 PROJECT NUMBER & PHASE DD -18 0800000744 N (I- o � N Ln � o0 N � � o0 n n II II � p W W 00 J J CL o_ w w F-- :2 a M z O o O u I Llo Ll �0 a O x J' x 0 4- � 0 0 L L 0 0 cn C/) om r w m aLL] o �z w w� U— U wLn w aw = wo � 0 > w o_ w w = a a z w o _ U u z o w z w a z Q w w z 0 C_ MAIN LINE RCB W BARS SEE NOTE 3 ROUND EDGE TO 3' (75 mm) R I STATION POINT, 1 SEE NOTE 2---\i I, r� { rI. E I� O ;r f In 42 2-H BARS 4" OC (100 mm), SEE NOTE ROUND EDGES - EL S T CONSTRUCTION JOINT 0 18' OG 13M 0 450 mm' (. LATERAL / CONNECTOR PIPE F BARS I a 1 OR OC V�4/ �01 3M 0 450 m n TH WAYS TC �'BEIS o (igoo�44OR MORE cl 18 OM 0 4 1 PLAN CONSTRUCTION JOINT NEW OR EXISTING RCB, SEE NOTE 6 W BARS D BARS ANY STANDARD F BARS PIPE JOINT 1-1 SECTION G-- G #3 OR #4018' OC (i 0M 0 450 mv+) B I T w m O 12'3100 mm "--ROUND EDGES TO E APPROXIMATE R 15' 375 mm) OF ID OF LATERAL al WITH A MAXIMUM 21' 525 mm OF 3'-0" (1.0 m) s ! ❑ & E BARS (675 mm) :D, 30' 750 mm E, H & G BARS PLAN CONSTRUCTION JOINT NEW OR EXISTING RCB, SEE NOTE 6 W BARS D BARS ANY STANDARD F BARS PIPE JOINT 1-1 SECTION G-- G #3 OR #4018' OC (i 0M 0 450 mv+) B I T w m O 12'3100 mm 5" 130 mm) ;me27' " Ln '*� E E 0 x O � 15' 375 mm) 5' (130 mm) 18' (450 mm) 5" (130 mm) 21' 525 mm 5" 130 mm 24" 600 mm 5 1/4' (144 mm) (675 mm) 51%2' (140 mm) 30' 750 mm 6' (160 mm) 33' (825 mm) 61/4' (160 mm) 36' (975 mm) 6 1/2' (170 mm) 39' 990 mm 7" (180 mm) 42' 1450 mm 7 1/Y (190 mm) r, a 00 E E o t° oa o 45' 1125 mm 7 3/4' (200 mm) 4$' 1224 mm) 8' (210 mm) 51' (1275 mm) 8 1%2' (220 mm) 54" (1350 mm) 9" (230 mm) 57' 1504 mm) 9 1/4' (140 mm) 64" (1500 mm) 9 1/2' (240 mm) 63'(1650 mm) 10" (260 mm) 66' 1680 mm 10 1/4' (260 mm 69" (1800 mm) 10 3/4' {284 mm 72" 1850 mm 11 (280 mm) SEE NOTE 8 E BARS I 2-G BARS 4"OC, SEE NOTE 3 (100 mm)•�'` �x• •• EL R, SEE NOTE 8 C: --•.a. = .; UNDISTURBED EARTH BACKFILL WITH 450-C-2000 C265-C-14 MIX CONCRETE, OR OMPACT SOIL TO RELATIVE DENSITY BY SPECIFICATIONS. BACKFILL MAY BE OMITTED IF STRUCTURE IS LAID ON UNDISTURBED EARTH TO STORM E TI N -- DRAIN WALL. 78' 1950 mm) 11 3/4' (300 mm) STANDARD PLAN 9 84' (2100 mm) 12 1/Y (320 mm) 90" 2400 mm) 13 1/4' (340 mm) ---- E , 10REQUIRED 1 1 o 96' (2440 mm) 14' (360 mm) 102" (2550 mm)15 1/2' (400 mm) IOEr 2700 mm 16" (410 mm) 114" 3mm 000 16 1/2' (420 mm) 120" (3050 mm) 17' (430 mm) 126' (3150 TM) 1Y (430 mm} 132' 3304 mm) 171/Y' (450 mm) 1,38" (3450 mm) 17 1/1" (450 mm) 144' 3600 mm 18" 460 mm) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMIILGA7Ep BY THE STANDARD PLAN PUBLIC MODMOOK�� JUNCTION STRUCTURE -- PIPE TO RCB 333-2 1w REV. 199 2W9 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 8468001c019.dgn NOTES 1. VALUES FOR A, B AND C SHALL BE SHOWN ON THE PLANS. ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PER NOTE 8. 2. STATIONS SPECIFIED ON THE PLANS APPLY AT THE INTERSECTION OF CENTERLINES OF MAIN LINE AND LATERALS, EXCEPT THAT STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL OF STRUCTURE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, (ASTM A 615M, GRADE 300), AND SHALL TERMINATE 1 1/2" (40 mm) CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. a. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON PLANS, AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. b. OMIT H BARS WHEN SOFFIT OF SPUR IS 12" (300 mm) OR LESS BELOW SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS 12" (300 mm) OR LESS ABOVE FLOOR OF MAIN LINE. 4, JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN LINE, MANHOLE OR TRANSITION STRUCTURE. 5. FLOOR OF STRUCTURE SHALL BE STEEL—TROWELED TO THE SPRING LINE. 6. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND DETAILS SHALL BE SHOWN ON THE PLANS. 7. EMBEDMENT, P, SHALL BE 5" (130 mm) FOR B = 96" (2400 mm) OR LESS 8" (200 mm) FOR B OVER 96" (2400 mm). 8. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PLANS THEN THE INLET OPENING SHALL FALL 6" (150 mm) BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN INLET LINE. ELEVATION S SHALL BE SHOWN ON THE PLANS IF THE INLET OPENING FALLS MORE THAN 6" (150 mm) BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE AS STATED ABOVE. ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY WHEN A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION. 9. LATERALS OR CONNECTOR PIPES 24" (600 mm) OR LESS IN DIAMETER SHALL BE NO MORE THAN 5' (1.5 m) ABOVE THE INVERT. LATERALS OR CONNECTOR PIPES 27" (675 mm) OR LARGER IN DIAMETER SHALL BE NO MORE THAN 18" (450 mm) ABOVE THE INVERT, WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS THAN 50' (15 m) IN LENGTH SHALL NOT BE MORE THAN 5' (1.5 m) ABOVE THE INVERT. 10. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE FOLLOWING CONDITIONS: a. ANGLE A IS LESS THAN 30' b. TOP OF INLET PIPE IS LESS THAN 6" (150 mm) BELOW THE SOFFIT c. FLOW LINE OF INLET PIPE IS LESS THAN 7" (180 mm) ABOVE THE THE FLOOR OF THE RCB AT THE INSIDE FACE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 333-2 JUNCTION STRUCTURE - PIPE TO RCB SHEET RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1408/1505 173 624 09-08-1 1 QR�FESS��� REGISTERED CIVIL ENGINEER DATE q 09-08-11 PLANS APPROVAL DATE THE STA TE OF CAL IFORN/A OR ITS OFF/CFRS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPL FTFNFSS OF SCANNED COPIFS OF TH/S PLAN SHEET UTHAYA F� � SANDIRASEGARAM z uj No. C61444 Exp. sTCIVIL tiP ATF OF CAL SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST CUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 UNIT 2232 JUNCTION STRUCTURE PLAN DRAINAGE SYSTEM ee N� 1 o A= 180000/00''; B= 96'' 9 C= 41-0''; P= 5" o� N"Q o0 N 20 ELEV S = 1014025' � o0 ELEV R = 1014.34' 00 ww 0 0 J J W W a DRAINAGE DETAILS zo o O u� I O D D -19 L� I u� a O PROJECT NUMBER & PHASE 0800000744 A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W 54 x x LJ I- z I- U � ~ 0-1 O w m cn U a w = m U O 0-- rr om w m QLL] o J z W u w Qw = U C-) U w O c� w w A un Q z 0 U z LL - un un z O U a w U 0 z a Lu U N K WD L N cn Lu A w a CURB OPENING N +�- a c� CATCH BASIN (S) B ° S' POINT D CURB CURB POINT A 0.5 G 'C4 POINT G POINT C G,yT GUT&TEF I�NG RQGF jg RIDGE RgC1E �- wo POINTE POINT G � UJ POINT F A, PLAN B � U Q LL- Q DIRECTION OF FLOW DIRECTION OF FLOW a m �m N K WD L N o� Z U Z U P�DINTD POINT B POINT C POINT A FLOW LINE PROFILE FLOW CASEA Z Q N L WD L N zwow w ¢ K CURB OPENING N r :Z CD CATCH BASIN (S) C CURB _ POINT A �,POINT B G� POINT D GiJnE POINT C POINT E -� POINT F PLAN C POINT G w U DIRECTION OF FLOW - DIRECTION OF FLOW J <"uj ¢ N L WD L N Mm zim o-3 =u P01 N`T D POINT A POINT B POINT C FLOW LINE PROFILE FLOW LINE CASE B M 1" 6" M 1" 6" M, G, OR VARIES 1.5° VARIES VARIES 2„ VARIES s RIDGE \� CURB VAL LEY VALLEY FA CE+H SECTION Ae-A SECTION B --B SECTION C° -C ®QVFESS14 4l SAyDO l�y�e No. 51152 * EXP. 9130107 �jgrF OF IcALiF°��\@ Z 0 08 SBd O 12.3/14.1 178 624 >� 'S' x RoFEsslo w n- o m � Q RICHARD Q z 09/08/11 w u LLI O PLANS APPROVAL DATE O In a- ffl {fl a- ffl LL_ 0- THE ACCURACY OR COMPLETENESS OF SCANNED ATF of AL IF°�� X � SANBAG 3200 EAST GUASTI ROAD Z 11 70 W 3RD STREET SUITE 200 � ONTARIO, CALIFORNIA 91761 U II n l� E II 0 n z LTJ z II 0 W L -J > a •- c a U L N V) 0 0 - w Lu U N K WD L N cn Lu A w a CURB OPENING N +�- a c� CATCH BASIN (S) B ° S' POINT D CURB CURB POINT A 0.5 G 'C4 POINT G POINT C G,yT GUT&TEF I�NG RQGF jg RIDGE RgC1E �- wo POINTE POINT G � UJ POINT F A, PLAN B � U Q LL- Q DIRECTION OF FLOW DIRECTION OF FLOW a m �m N K WD L N o� Z U Z U P�DINTD POINT B POINT C POINT A FLOW LINE PROFILE FLOW CASEA Z Q N L WD L N zwow w ¢ K CURB OPENING N r :Z CD CATCH BASIN (S) C CURB _ POINT A �,POINT B G� POINT D GiJnE POINT C POINT E -� POINT F PLAN C POINT G w U DIRECTION OF FLOW - DIRECTION OF FLOW J <"uj ¢ N L WD L N Mm zim o-3 =u P01 N`T D POINT A POINT B POINT C FLOW LINE PROFILE FLOW LINE CASE B M 1" 6" M 1" 6" M, G, OR VARIES 1.5° VARIES VARIES 2„ VARIES s RIDGE \� CURB VAL LEY VALLEY FA CE+H SECTION Ae-A SECTION B --B SECTION C° -C ®QVFESS14 4l SAyDO l�y�e No. 51152 * EXP. 9130107 �jgrF OF IcALiF°��\@ BORDER LAST REVISED 7/2/2010 ° CITY ENGINEER RICARDO SANDO r'AL REVIEWED BY: DL -7 DATE OF LAST REVISION: — NOT TO SCALE CITY OF FONTANA '(' LOCAL DEPRESSIONS DATE AT CATCH BASINS USERNAME=>p0019553 DGN FILE => 846800ic024.dgn o m6 STD. PLAN N0. 3003 SHT I OF 3 RELATIVE BORDER SCALE IS IN INCHES 0 Dist COUNTY ROUTE 0 08 SBd 10 12.3/14.1 178 624 >� 'S' a RoFEsslo w n- o m � z RICHARD Q z 09/08/11 w u LLI O PLANS APPROVAL DATE N�� 12/31 /13 In a- ffl {fl a- ffl LL_ E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of AL IF°�� X � SANBAG 3200 EAST GUASTI ROAD 11 70 W 3RD STREET SUITE 200 � ONTARIO, CALIFORNIA 91761 U II n l� E II n z LTJ II 0 L -J > a •- c U L N V) 0 0 - BORDER LAST REVISED 7/2/2010 ° CITY ENGINEER RICARDO SANDO r'AL REVIEWED BY: DL -7 DATE OF LAST REVISION: — NOT TO SCALE CITY OF FONTANA '(' LOCAL DEPRESSIONS DATE AT CATCH BASINS USERNAME=>p0019553 DGN FILE => 846800ic024.dgn o m6 STD. PLAN N0. 3003 SHT I OF 3 RELATIVE BORDER SCALE IS IN INCHES 0 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. ISHEETS 08 SBd 10 12.3/14.1 178 624 09/08/11 'S' RoFEsslo REGISTERED CIVIL ENGINEER DATE e tiq, o RICHARD S. BOTTCHER 09/08/11 w 47080 z PLANS APPROVAL DATE N�� 12/31 /13 THE STATE OF CALIFORNIA OR I TS OFFICERS {x Exp . CIVIL OR AGENTS SHALL L NOT BE RESRONSIBL E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of AL IF°�� COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 11 70 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 NOTES 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A HALF INCH RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). 3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H = NOTED ON THE PROJECT PLANS. H1 = NOTED ON THE PROJECT PLANS. H2 = NOTED ON THE PROJECT PLANS. H3 = NOTED ON THE PROJECT PLANS. G = 2 FEET K = 5 FEET L = 6 FEET M = 4 FEET N = 5 FEET WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MULTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 8 INCHES. 6. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACTLY EQUAL VALUES. @�'OFES3/DNq� A ROVED Y: SAy0 kyr/ No. 51152 CITY ENGINEER DATE RICARDO SANDOVAL � EXP. 9130107 REVIEWED BY: CIVIL �rgjf Of CA0ODATE OF LAST REVISION: UNIT 2232 CITY OF FONTANA LOCAL DEPRESSIONS AT CATCH BASINS nF3 STD. PLAN N0. 3003 SH�T30 DRAHNAGE DETAILS NO SCALE PROJECT NUMBER & PHASE 0800000744 N 0 N Q00 �Ln 00 Ww 00 J W W Q o � zO 2 O � I > O w � I QO --1 O 54 x w I- z I- U 12� F-- 0-1 O w m cn U o a w = m U O 0-- rr BORDER LAST REVISED 7/2/2010 #4@ 12" EACH WAY m 1/4'R �� l IU � �--- FACE PLATE SCORING LINE I 12 EXTRA #4 I I ON 2 SIDES OF I � MANHOLE FRAME ANb COVER � # CATCH BASIN f I MANHOLE FRAME I I AND COVER w STEPS A� _ _ yf I I� U DOWEL (TYP.) P LAN 4"R w A1 L x �U� >JQ 3"R • 0 wpm DOWEL c� t F TYP FRONT r CURB LINE y w O w { A X WALL � SLAB WALL 12" MAX. 8' 6" ^ #4 REBAR @ 12" O.C. REQUIRED Q a I I z w E II 7' 71 fi' U 6" R 7' ^ z U W 14' z o ~ � z ~ LL- a -J> 8' 6" z c 12' Q U L N 4' V) 0 0 - Z c I 6' 6" 8" 8" z -co g' 0 10' 8" U c BORDER LAST REVISED 7/2/2010 #4@ 12" EACH WAY m 1/4'R �� l IU � �--- FACE PLATE SCORING LINE I 12 EXTRA #4 I I ON 2 SIDES OF I � MANHOLE FRAME ANb COVER � # CATCH BASIN f I MANHOLE FRAME I I AND COVER w STEPS A� _ _ yf I I� U DOWEL (TYP.) P LAN 4"R III A1 L FLOW UN E �U� >JQ 3"R • REINFORCEMENT wpm DOWEL { t F TYP FRONT r CURB LINE y w O { X WALL � SLAB WALL 12" MAX. 8' 6" ^ #4 REBAR @ 12" O.C. REQUIRED U 12' I I ^ L.L E II 7' 71 fi' 6 6" 6" R 7' ^ z 8" W 14' IIL 6" ~ ~ E 1 F R 0 E Q -J> 8' 6" a •- c 12' 8" U L N 4' V) 0 0 - Z BORDER LAST REVISED 7/2/2010 #4@ 12" EACH WAY m 1/4'R �� l IU � �--- FACE PLATE SCORING LINE I 12 EXTRA #4 I I ON 2 SIDES OF I � MANHOLE FRAME ANb COVER � # CATCH BASIN f I MANHOLE FRAME I I AND COVER w STEPS A� _ _ yf I I� U DOWEL (TYP.) P LAN 4"R III A1 L FLOW UN E 3"R • REINFORCEMENT MAX DOWEL { t F TYP FRONT r CURB LINE END a STEPS { WALL 4" MIN. 3"R SLAB WALL 12" MAX. 8' 6" s" bj z W L . ee �-OPTIONAL SUBGRADE B SECTION "A—A" 4 FACE PLATE ASSEMBLY STREET GUTTER, OR LOCAL DEPRESSION SURFACE 3:2 SLOPE J CONNECTOR PIPE OR MONOLITHIC CATCH BASIN CONNECTION 8„ #4 9®' DOWEL DETAIL STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS REINFORCEMENT MAX MAX { t F REQUIRED IN FRONT REAR BOTTOM END W V WALL WALL SLAB WALL 3.5' 8' 6" s" #4 REBAR @ 12" O.C. REQUIRED 12' 8" " 7' 71 fi' 6 6" 6" R 7' 12' 8" S" 14' 4' 6" 6" E 1 F R 0 E Q 8' 6" g" 14' 12' 8" 10" 4' 6" 6" Z c I 6' 6" 8" 8" g" -co g' E 10' 8" 10 c E D 12' 8" 10" N PER STANDARD N0. 3012 FOR W > 28', V > 12' OR B > 4' SEE PROJECT PLANS QSgIf S/aPROVED B SA41,o, yc,' No. 51152 CITY EN INEER DATE RICARDO SANDOVAL * EXP. 9130109 DRAWN BY: CIVIL OF CA0REVISION NUMBER: USERNAME=>p0019553 DGN FILE => 846800ic025.dgn NOT TO SCALE CITY OF FONTANA CURB OPENING CATCH BASIN o7/10M STD. PLAN N0. 3004 SHT 1 0172 0 RELATIVE BORDER SCALE IS IN INCHES NOTES: 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 1" DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS AND SHALL NOT BE SHAPED BY PLASTERING, 3. FLOOR OF BASIN SHALL BE GIVENA STELL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, 1N WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS: B = S-2" V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 4.5' VU = THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12". VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H = NOTED ON THE PROJECT PLANS. W = NOTED ON THE PROJECT PLANS. A = THE ANGLE, IN DEGREES, NTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE 1S ATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT THE CORNER. THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 3" PIPE EMBEDMENT, ALL AROUND WITHIN THE CATCH BASIN WALL, AND 3" RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND. ADJACENT TO PIPE ENDS, A MONOLFFHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL.. BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 12" APART. THE TOP STEP SHALL BE 7" BELOW THE TOP TO THE MANHOLE AND PROJECT 2-1/2". ALL OTHER STEPS SHALL PROJECT 5". 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7' ON CENTER (MAXIMUM) ALONG THE BACKWALL. 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 3005 -- MONOLITHIC CATCH BASIN CONNECTION 3006 - CATCH BASIN REINFORCEMENT 3007 - CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 3008 - CATCH BASIN MANHOLE FRAME AND COVER 3024 - STEEL STEP 9. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES. A OVED BY: S�NooG�Fyc� t No. 51152 CITY ENGINEER DATE RICARDO SANDOVAL * EXP. 9130109 DRAWN BY: pt7 CIVIL ASF OF GDATE OF LAST REVISION: 0 I i I i I i I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 179 624 09/08/11 REGISTERED CIVIL ENGINEER DATE 10/v -1 09/08/11 PLANS APPROVAL DATE THE 51-41-F OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPON519L E FOR THE ACCURACY OR COMRL ETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 CITY OF FONTANA CURB OPENING CATCH BASIN STD, PLAN N0. 3004 UNIT 2232 07/10,% SHT 2 OF 2 �o RICHARD S. BOTTCHER z w No. 47080 m Exp.12/31 /13 � � SI CIVIL P ti OF CAL SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 DRAINAU'E DETAULS NO SCALE PROJECT NUMBER & PHASE =_s-25 0800000744 N 0 N Q0) �Ln a a ww 0 0 w w a � zO o O � I > O w � O � I Q O O 54 X X m 0 w U) LL I— Or 0-1 w U w m 0 ESS/�y�` No. 51152 * EXP. 9130107 sr clvi �Q 0p CAL1� z POST MILES SHEET TOTAL C BARS v w 0 08 C BARS X ~ 4" ="z a 7 1/2 L X r— 4 1/4" 45" � U 4 1/2- 48" I I n 0 5" 51" E II 0- 5 1/4 5499 9 a, 27" 5 1/2- 57" n z Z 6" 60" II 0 Q 6 1 /4" 63" L 36" 6 1/2 11) 6 6» -J 39" 7" 69" .> a •- c 72" U L N 0 V) 0 0 - z w Q w w 0 �V� >JQ wpm ESS/�y�` No. 51152 * EXP. 9130107 sr clvi �Q 0p CAL1� BORDER LAST REVISED 7/2/2010 E BARS -2 ABOVE & 2 BELOW OPENING W OV BELOW O ■ iC BARS PLAN CORNER CONNECTION C BARS #4 0 15" #4 0 18" SECTION "A ---A" D BARS --2 ABOVE & J® 3"R 2 BELOW OPENING 12" MIN. 12" MIN. riot #4 0 18" C BARS l PLAN SIDE CONNECTION OVED BY: 47 yjq e ITY ENGI ER DATE RICARDO SANDOVAL REVIEWED BY:Cf DATE OF LAST REVISION: USERNAME=>p0019553 DGN FILE => 846800ic026.dgn NOT TO SCALE CITY OF FO NTANA MONOLITHIC CATCH BASIN CONNECTION 07/10/06 STD. PLAN N0. 3005 SHT °I OF 2 RELATIVE BORDER SCALE IS IN INCHES STRUCTURAL DATE ® POST MILES SHEET TOTAL C BARS v w O 08 C BARS D&E BARS 12" 4" ="z � 7 1/2 L X 15" 4 1/4" 45" � U 4 1/2- 48" I I n L.L 5" 51" E II 24" 5 1/4 5499 9 a, 27" 5 1/2- 57" n z w 6" 60" II 0 339f 6 1 /4" 63" L 36" 6 1/2 11) 6 6» -J 39" 7" 69" .> a •- c 72" U L N FOR B GREATER THAN 72" SEE PROJECT PLAN V) 0 0 - BORDER LAST REVISED 7/2/2010 E BARS -2 ABOVE & 2 BELOW OPENING W OV BELOW O ■ iC BARS PLAN CORNER CONNECTION C BARS #4 0 15" #4 0 18" SECTION "A ---A" D BARS --2 ABOVE & J® 3"R 2 BELOW OPENING 12" MIN. 12" MIN. riot #4 0 18" C BARS l PLAN SIDE CONNECTION OVED BY: 47 yjq e ITY ENGI ER DATE RICARDO SANDOVAL REVIEWED BY:Cf DATE OF LAST REVISION: USERNAME=>p0019553 DGN FILE => 846800ic026.dgn NOT TO SCALE CITY OF FO NTANA MONOLITHIC CATCH BASIN CONNECTION 07/10/06 STD. PLAN N0. 3005 SHT °I OF 2 RELATIVE BORDER SCALE IS IN INCHES STRUCTURAL DATE ® POST MILES SHEET TOTAL C BARS D&E BARS B 08 C BARS D&E BARS 12" 4" ="z 42" 7 1/2 L 15" 4 1/4" 45" 7 3/4" 18" 4 1/2- 48" 8" 21" 5" 51" 8 1/2" 24" 5 1/4 5499 9 a, 27" 5 1/2- 57" 9 1/4- 30" 6" 60" 9 1/2" 339f 6 1 /4" 63" 10'9 36" 6 1/2 11) 6 6» 10 1/4 a' 39" 7" 69" 10 3/4" 72" 11 " FOR B GREATER THAN 72" SEE PROJECT PLAN NOTES 1. REINFORCING STEEL SHALL BE 1-1/2" CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2" CLEAR OF OPENING. 3, CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 3". 4, CONNECTIONS SHALL BE CONSTRUCTED WHEN: (A) PIPES INLET OR OULET THROUGH CORNER OF CATCH BASIN (B) ANGLE A FOR PIPE THROUGH 30" IN DIAMETER IS LESS THAN 70' OR GREATER THAN 119 5. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES. y4ESS /SA �'�'�! No. 51152 70 * EXP. 9/30/07 7+c CIVIL pe. OF CAI. OVER BY: CIN ENGINE2Ft DATE RICARDO SANDOVAL REVIEWED BY:.j?() DATE OF LAST REVISION: 0 3 I i I i I i I CITY OF FONTANA MONOLITHIC CATCH BASIN CONNECTION 07/10,M6 STD. PLAN NO. 3005 SHT 2 OF UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 80 624 09/08/11 QROFEsss10/v REGISTERED CIVIL ENGINEER DATE o RICHARD <� S. BOTTCHER 09/08/11 47080 w 47080 mI PLANS APPROVAL DATE No 12/31 /13 THE STA TF OF CALIFORNIA OR I TS OFFICERS {x Exp . CIVIL OR AGENTS 511A L NOT BE RESRONSIBL E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of CAL COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 11 70 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 DRA IN"A C3E DETAILS NO SCALE PROJECT NUMBER & PHASE gu=-" D - 2 6 0800000744 N 0 N �Ln 00 ww 0 0 w w o � zO o O � I > O w � I Q O O A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W 54 ®R 0 w m cn o > w w U) w > w w I - Fr a 0 IY W I— U W O :2m SUPPORT BOLT AND FACE PLATE (4 1/21' TOP SLAB) 3 #4 BARS x (W+6") r11RR I ILIf 7" KI Al"infTI(lA1 Tr)OCiMMD(`ifdr, —%, urns � I1v nuL/111v1v Iv nulvl unialvv 1 /4" RADIUS ' STEEL PER APPLICABLE CATCH 5/16" x 10" -1 l �--� I / BASIN STANDARD PLAN FAl^.t PLATO I3" 1 � -42 65°30`1 1 j a�4,• 0 6 - 14 Q- .LLJ. Q�� � 6" wlvV Lt u L�f 4A d m �r1`7' 4 - 1 1/4 HLXNU15 �1 /4"R / ! \ " HOLE IN PLATE 3/8" DIAMETER COUNTERSINK -1" C.C. ON SUPPORT BOLT FOR SET .I ICY FACE f ES THAN SCREW7 . THRIFF�REQU RREQUIFT) FORR7" / CURB FACE. ADD ONE COUNTERSINK FOR EACH 1" 4 OF CURB FACE GREATER THAN / POR I_F_NG TNF Pf l_1S_ 6" A_40- If 0 (1II0D OVI-r © 1 r'QQ TUAAI n.in yh=1v rvl, �.uno or111u\ L -r.3.3 lnruv L:IL ° ° 2I A=9' FOR CURB BATTER 2:12 THRU 4:12 A=AS SHOWN ON PLANS FOR ALL OTHER u ` rLIRR RAMI? T I SECTION OPENING FOR CONC. Pi CEMEIV I IN I ERIOR c�m >- WALL w m FACE PLATE .. 1 ..1. .11../ . w QLL] o f_ATrP RAg1NI Jz W (1IP.) CAC Df ATC A�CGAAIQI v 3" I 1 nv�. i L"r► c �. nv�L,iriuL. � f ( u IJP — w w QW = L C(1I LAPP- --C UD U x wo ..,1-,.1.� HDLE z W COPIES OF THIS PLAN SHEET SUPPORT BOLT AND FACE PLATE (4 1/21' TOP SLAB) 3 #4 BARS x (W+6") r11RR I ILIf 7" KI Al"infTI(lA1 Tr)OCiMMD(`ifdr, —%, urns � I1v nuL/111v1v Iv nulvl unialvv 1 /4" RADIUS ' STEEL PER APPLICABLE CATCH 5/16" x 10" -1 l �--� I / BASIN STANDARD PLAN FAl^.t PLATO I3" 1 � -42 65°30`1 1 j a�4,• 0 6 - 14 Q- .LLJ. Q�� � 6" wlvV Lt u L�f 4A d m �r1`7' 4 - 1 1/4 HLXNU15 �1 /4"R / ! \ " HOLE IN PLATE 3/8" DIAMETER COUNTERSINK -1" C.C. ON SUPPORT BOLT FOR SET .I ICY FACE f ES THAN SCREW7 . THRIFF�REQU RREQUIFT) FORR7" / CURB FACE. ADD ONE COUNTERSINK FOR EACH 1" 4 OF CURB FACE GREATER THAN / POR I_F_NG TNF Pf l_1S_ 6" A_40- If 0 (1II0D OVI-r © 1 r'QQ TUAAI n.in yh=1v rvl, �.uno or111u\ L -r.3.3 lnruv L:IL ° ° 2I A=9' FOR CURB BATTER 2:12 THRU 4:12 A=AS SHOWN ON PLANS FOR ALL OTHER u ` rLIRR RAMI? T I SECTION OPENING FOR CONC. Pi CEMEIV I IN I ERIOR FACE OF CAI C H BASIN END WALL /-5/16"x10" �QOrES$1/i. nn �et>-r, nv, FACE PLATE .. 1 ..1. .11../ . w 3/4" DIA. f_ATrP RAg1NI CL nOLE (1IP.) CAC Df ATC A�CGAAIQI v 3" I 1 nv�. i L"r► c �. nv�L,iriuL. � f ( PkiID rRvTEC I IU11 BA R IJP — -7 w u� 'nn I J I U. I�I_%iIV IVU. L71L%:� i L C(1I LAPP- --C PLANS APPROVAL DATE Q Q � ..,1-,.1.� HDLE z W COPIES OF THIS PLAN SHEET Q _ z I� 3200 EAST GUASTI ROAD U --1 LL 0 i r7 STEEL ANCHORS, 15" O.C. MAX. In U � _ A 1 /7" z o (TYP-) T I / L � Z LL- Q Q � z Q n 5 u� z Z II 0 0 U I z J> O a.- c N x Q o 0- V) O IZ Z w Iz � Q SUPPORT BOLT AND FACE PLATE (4 1/21' TOP SLAB) 3 #4 BARS x (W+6") r11RR I ILIf 7" KI Al"infTI(lA1 Tr)OCiMMD(`ifdr, —%, urns � I1v nuL/111v1v Iv nulvl unialvv 1 /4" RADIUS ' STEEL PER APPLICABLE CATCH 5/16" x 10" -1 l �--� I / BASIN STANDARD PLAN FAl^.t PLATO I3" 1 � -42 65°30`1 1 j a�4,• 0 6 - 14 Q- .LLJ. Q�� � 6" wlvV Lt u L�f 4A d m �r1`7' 4 - 1 1/4 HLXNU15 �1 /4"R / ! \ " HOLE IN PLATE 3/8" DIAMETER COUNTERSINK -1" C.C. ON SUPPORT BOLT FOR SET .I ICY FACE f ES THAN SCREW7 . THRIFF�REQU RREQUIFT) FORR7" / CURB FACE. ADD ONE COUNTERSINK FOR EACH 1" 4 OF CURB FACE GREATER THAN / POR I_F_NG TNF Pf l_1S_ 6" A_40- If 0 (1II0D OVI-r © 1 r'QQ TUAAI n.in yh=1v rvl, �.uno or111u\ L -r.3.3 lnruv L:IL ° ° 2I A=9' FOR CURB BATTER 2:12 THRU 4:12 A=AS SHOWN ON PLANS FOR ALL OTHER u ` rLIRR RAMI? T I SECTION OPENING FOR CONC. Pi CEMEIV I IN I ERIOR FACE OF CAI C H BASIN END WALL /-5/16"x10" �QOrES$1/i. nn �et>-r, nv, FACE PLATE .. 1 ..1. .11../ . ^� 3/4" DIA. f_ATrP RAg1NI ( nOLE (1IP.) CAC Df ATC A�CGAAIQI v 3" I 1 nv�. i L"r► c �. nv�L,iriuL. � f ( PkiID rRvTEC I IU11 BA R 3/4" DIA. — -7 w u� 'nn I J I U. I�I_%iIV IVU. L71L%:� i L C(1I LAPP- --C PLANS APPROVAL DATE 12" W � ..,1-,.1.� HDLE I THE ACCURACY OR COMPLETENESS OF SCANNED ATF of AL IF°�� COPIES OF THIS PLAN SHEET Q _ z I� 3200 EAST GUASTI ROAD u --1 LL 0 i r7 STEEL ANCHORS, 15" O.C. MAX. In a- a- _ A 1 /7" I �UEND ANCHOR I%, -11%-111%L.1 I [L_r-%L/ r-xIv (TYP-) T I / L END DETAIL 5/16"x10" FACE PLATE 5/8"x1 1/2" _!`A6JAfdf_F BOLTS AND )HEX NUTS ANCHOR) 6"x3/8"x8" SPLICE PLATE Qpur�a��ONq\ ROVED,�Y: I /�~���Q�Dv JAy��`\�c�\ C1� � �/?f .Y _ r.�i'v► _ s�� ��y, I I No. 51152 I" + v-,1 I I c�vv�Ivc�r` utai c t J ) RICARDO SANDOVAL *� EXP.9130107 13='/IMAICMMv. I v PO nLVII;vvLu o I CIVIL OF CAL-\ � DATE OF LAST REVISION: 1 BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ic028.dgn LOGITEE WELDS IN LONGER SPAN SEGMENT SPLICE DETAIL ANCHOR Ki()T Tr) crAl f= i C1 1 T OF FUN I ANA i CEAILN IdA,*�IN I FACE PLATE ASSEMBLY AND PROTECTION BAR 07/10/06 STD, PLAN N0. 3007 SHT I OF 6 I SI IPPORT ROI T AND FACE PI ATF' (F" TOP SI AR) r- CIJI'Ct3 LINE 6" /-1/4"R 5/16' X 13 11/1 b 3–jf4 BARS X tw+b") IN AUDITION TO +� REINFORCING STEEL PER APPLICABLE FACE PLATE m r> , \ 1 1/4", / 3• U ,�h l� CATCH BASIN STANDARD Priv �F %%%I%%P SURFACE COURSE TO, K !DEN-`,�/ f� 7n c ,y ��TTtcI L WITH, AQIOINAG, SPECIAL /,{�// N 65" 30' T d • T / �V'��,��/ ®EWALVC AS SH®WN AN %��// V � t. lJ(r n a a u o f! Q.�1Sr4 /d. 4 6 w \ /ffw I. 1 1 /S" HOLE IN PLATE /ll A d A AI T OPENING FOR CONC, PI A( g:UFNT (YP ) lk[ILDIr%D CArrC nc r'AT/%U 1111"k—\ I nVL Wl �n1 o11 BASIN END WALL 5/16" X 13 11/16- ((-- CW r DIATE _ 2 /A" n1A HOLE (TYP14 .) 1 r 1 mart r m 3/4"!mow/ /e' x 1-1 /: 1-1�, „ o� CARRIARE Z)uumNr- BOLTS AND r, HOLES HEX NUTS NOTE: FOR DETAILS NOT SHOWN, SEE FACE PLATE (4-11/2" TOP SLAB) SHEET 1. SECTION LOCATE WELDS IN LONGER SPAN rrnl Irlrr u '—END ANCHOR (TYP.)(--9" X 3/8` X 8�/� 1/4V2 ANCHOR n- SPLICE PLATE OfNT I END DETAIL SPI ICF nETAII NOT TO SCAL.£I �QOrES$1/i. nn �et>-r, nv, � ve'm RVVGu dT. r I /�° $AAY q, .. 1 ..1. .11../ . W .opo /a •/_ • f_ATrP RAg1NI I(/���'P� _h ROFESS1 O CAC Df ATC A�CGAAIQI v RICARDO SANDOVAL I 1 nv�. i L"r► c �. nv�L,iriuL. � EXP, 9130x07 / REVIEWED BY: -�) PkiID rRvTEC I IU11 BA R I v^7r1Ci�6 -7 w u� 'nn I J I U. I�I_%iIV IVU. L71L%:� i C I STI I L uI" V I PLANS APPROVAL DATE N�� 12/31 /13 W w m ~~ THE ACCURACY OR COMPLETENESS OF SCANNED ATF of AL IF°�� COPIES OF THIS PLAN SHEET Q PARSONS z I� 3200 EAST GUASTI ROAD u --1 LL 0 ONTARIO, CALIFORNIA 91761 STEEL ANCHORS, 15" O.C. MAX. In a- a- _ A 1 /7" Tr)P C1 AR I%, -11%-111%L.1 I [L_r-%L/ r-xIv x X T I / L � Q � U II n 5 z W II 0 J> a.- c N o 0- V) BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ic028.dgn LOGITEE WELDS IN LONGER SPAN SEGMENT SPLICE DETAIL ANCHOR Ki()T Tr) crAl f= i C1 1 T OF FUN I ANA i CEAILN IdA,*�IN I FACE PLATE ASSEMBLY AND PROTECTION BAR 07/10/06 STD, PLAN N0. 3007 SHT I OF 6 I SI IPPORT ROI T AND FACE PI ATF' (F" TOP SI AR) r- CIJI'Ct3 LINE 6" /-1/4"R 5/16' X 13 11/1 b 3–jf4 BARS X tw+b") IN AUDITION TO +� REINFORCING STEEL PER APPLICABLE FACE PLATE m r> , \ 1 1/4", / 3• U ,�h l� CATCH BASIN STANDARD Priv �F %%%I%%P SURFACE COURSE TO, K !DEN-`,�/ f� 7n c ,y ��TTtcI L WITH, AQIOINAG, SPECIAL /,{�// N 65" 30' T d • T / �V'��,��/ ®EWALVC AS SH®WN AN %��// V � t. lJ(r n a a u o f! Q.�1Sr4 /d. 4 6 w \ /ffw I. 1 1 /S" HOLE IN PLATE /ll A d A AI T OPENING FOR CONC, PI A( g:UFNT (YP ) lk[ILDIr%D CArrC nc r'AT/%U 1111"k—\ I nVL Wl �n1 o11 BASIN END WALL 5/16" X 13 11/16- ((-- CW r DIATE _ 2 /A" n1A HOLE (TYP14 .) 1 r 1 mart r m 3/4"!mow/ /e' x 1-1 /: 1-1�, „ o� CARRIARE Z)uumNr- BOLTS AND r, HOLES HEX NUTS NOTE: FOR DETAILS NOT SHOWN, SEE FACE PLATE (4-11/2" TOP SLAB) SHEET 1. SECTION LOCATE WELDS IN LONGER SPAN rrnl Irlrr u '—END ANCHOR (TYP.)(--9" X 3/8` X 8�/� 1/4V2 ANCHOR n- SPLICE PLATE OfNT I END DETAIL SPI ICF nETAII NOT TO SCAL.£I �QOrES$1/i. nn �et>-r, nv, I _1TV OP 1:0MTANA ve'm RVVGu dT. r I /�° $AAY q, .. 1 ..1. .11../ . � .opo /a •/_ • f_ATrP RAg1NI I(/���'P� _h ROFESS1 I f i N„ ����� �)'°� CITY ENGINEER DATE CAC Df ATC A�CGAAIQI v RICARDO SANDOVAL I 1 nv�. i L"r► c �. nv�L,iriuL. � EXP, 9130x07 / REVIEWED BY: -�) PkiID rRvTEC I IU11 BA R I \ CIVIL � / �lql� v^7r1Ci�6 -7 w _ A ,�R�� nAre ne I AC•r t3cWnclnl,t. I L (fr CALM" LWVILE L Vf L111%7 1 frLYiJIVi�I. 'nn I J I U. I�I_%iIV IVU. L71L%:� i C I STI I L uI" V I RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. ISHEETS 08 SBd 10 12.3/14.1 1 82 624 � 09/08/11 'S, �. ROFESS1 REGISTERED CIVIL ENGINEER DATE e tiq, ///I v\ o �90• \I d \ 4 RICHARD ' S. BOTTCHER 09/08/11 � w 47080 z PLANS APPROVAL DATE N�� 12/31 /13 THE STA TF OF CALIFORNIA OR I TS OFFICERS {x Exp . CIVIL OR AGENTS SHAL L NOT BE RESPON519Z E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of AL IF°�� COPIES OF THIS PLAN SHEET PARSONS ANCHORS AS SHOWN SANBAG 3200 EAST GUASTI ROAD 11 70 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 STEEL ANCHORS, 15" O.C. MAX. FACE PI ATE ANCHORS �._.. 1Tt-flUAL 8" d• d _= L p � dI I I �. ///I v\ d �90• \I d \ 4 I ' D � W W wwr� 7 r /qh 1/2" DIA. STEEL ANCHORS, 21" O.C. MAX., ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN I-Innw &Kj(-Pr)p — A 1 TnP CI AR 1/2- fix•.. �� i 3 7 � 1/4 V2 1 /�" hIA cT�FI ANrsanRc 21 it 0.C, MAX., ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN ~ 8" d NI 4 4 I n unnW Amrf-InR - R" TOP CI AA 1v-11 r -\ 1\ V I T V I\ NI V 1 1.0 "r L �flF �ON� APPCiVED BY: No. 51152 I CITY ENGINEER DATE aIFr►AnV%^ C AisrnAaFAI! RI4MRiJ\./ o7l1.I71.IV YNL I * EXP, 9130107 * REVIEWED BY: ,►/&i p, CIVIL s DATE OF LAST REVISION: UNIT 2232 NOT TO SCALEI CITY OF FONTANA CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR I 07/10/06 I STD. PLAN NO. 3007 I SHT 3 OF 6 cv 3/nn I TI-'IUPL c� d• d _= L p � dI I 0-) �. Ln II II D � W W 00 J 1/2- DIA. X 8" STEEL ANCHORS, 15" O.C. MAX. ALIERNAIE UPPER AND LOWER ANCHORS AS SHOWN Pr)I IKIr) UI= All Amrwni? _ A 1 /7" Tr)P C1 AR I%, -11%-111%L.1 I [L_r-%L/ r-xIv vI 1v1\ T I / L 1%-,j ..JLr-AL-) fix•.. �� i 3 7 � 1/4 V2 1 /�" hIA cT�FI ANrsanRc 21 it 0.C, MAX., ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN ~ 8" d NI 4 4 I n unnW Amrf-InR - R" TOP CI AA 1v-11 r -\ 1\ V I T V I\ NI V 1 1.0 "r L �flF �ON� APPCiVED BY: No. 51152 I CITY ENGINEER DATE aIFr►AnV%^ C AisrnAaFAI! RI4MRiJ\./ o7l1.I71.IV YNL I * EXP, 9130107 * REVIEWED BY: ,►/&i p, CIVIL s DATE OF LAST REVISION: UNIT 2232 NOT TO SCALEI CITY OF FONTANA CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR I 07/10/06 I STD. PLAN NO. 3007 I SHT 3 OF 6 cv Ld DRAHNAGE DETAILS < NO SCALE PROJECT NUMBER & PHASE = O o O � I O w DD -2-8 w � V) O O 0800000744 0 c� Q 0-) Ln II II D � W W 00 J Ld DRAHNAGE DETAILS < NO SCALE PROJECT NUMBER & PHASE = O o O � I O w DD -2-8 w � V) O O 0800000744 54 x 0 w m cn o > w w U) w > w w I - Fr a 0 o' W PROTECTION BAR AND SUPPORT BOLT(S) WITH ADJUSTABLE STIRRUP(S)-(TYPE A) r END ANCHOR WITH , 3/4 DIA. PROTECTION BAR COUPLING AND SET FACE P1ATE SUPPORT BOLT ttifTH ADJUSTABLE STIRRUP (lYP) FND ANCHOR -� 5- 5r STD. 3/4` STEEL COUPLING PROTECTION BAR TO FIT SNUG OVER ENTIRE LENGTH (3/4" NPS THREAD) END ANCHOR DETAIL DOUBLE PROTECTION BAR DETAIL ° 1 1/16- 1/4" d d 11J �c m � SUPPORT � � r c BOLT � 15/16 PRO T CTION 1 1 /4" 1/8- RAD. BAR Ch?-) PROTECTION BAR & STIRRUP LOCATION co M I 1/2 DIA./ cp T - DRILL AND TAP HOLE AND INSTALL 3/8" --NC X 1/2" SOCKET SET SCREW \ WITH 3/16" RECESSED HEX HOLE STIRRUP DETAIL NOT TO SCALE �D QV, ESS/o AP OVED BY: CITY OF FONTANA q� CATCH BASIN L44rn No. 51152 CITY ENGINEER DATE FACE PLATE ASSEMBLY EXP. RICARDO SANDOVAL AND PROTECTION BAR * �- REVIEWED BY: CML o7/�07/10/06 �PgrE OF CAL1FoDATE OF LAST REVISION: STD. PLAN N0. 3007 SHT 4 OF 6 w POST MILES SHEET TOTAL TOTAL PROJECT No. ISHEETS x un Un » > -1 O 12.3/14.1 w Hti 5.5" c� 'S, x m RoF F -S S 1 DOWNS' ELEVATION Lu Q 0 END OF BASIN In a- a - ffl {fl ffl LL A RDPIP/4b - FLATTEN ANCHOR END STD. 3/4' 4` X � THE STA TF OF CAL IFORNIA OR I TS OFFICERS {x Exp . CIVIL STAND TO PREVENT TURNING STEEL PIPE U O COPIES OF THIS PLAN SHEET DRILL 1/2- HOLE, I- 0- Q 1/4" DEEP DRILL AND TAP HOLE AND INSTALL 0_ a LLJ 3/8 --NC X 1/2" SOCKET SET SCREW ` w = WITH 3/16" RECESSED HEX HOLE mLl O Q 2` n z U 0 E2- L`Ef S �; z o " 4.5 Q 5- 5r STD. 3/4` STEEL COUPLING PROTECTION BAR TO FIT SNUG OVER ENTIRE LENGTH (3/4" NPS THREAD) END ANCHOR DETAIL DOUBLE PROTECTION BAR DETAIL ° 1 1/16- 1/4" d d 11J �c m � SUPPORT � � r c BOLT � 15/16 PRO T CTION 1 1 /4" 1/8- RAD. BAR Ch?-) PROTECTION BAR & STIRRUP LOCATION co M I 1/2 DIA./ cp T - DRILL AND TAP HOLE AND INSTALL 3/8" --NC X 1/2" SOCKET SET SCREW \ WITH 3/16" RECESSED HEX HOLE STIRRUP DETAIL NOT TO SCALE �D QV, ESS/o AP OVED BY: CITY OF FONTANA q� CATCH BASIN L44rn No. 51152 CITY ENGINEER DATE FACE PLATE ASSEMBLY EXP. RICARDO SANDOVAL AND PROTECTION BAR * �- REVIEWED BY: CML o7/�07/10/06 �PgrE OF CAL1FoDATE OF LAST REVISION: STD. PLAN N0. 3007 SHT 4 OF 6 w POST MILES SHEET TOTAL TOTAL PROJECT No. ISHEETS x un Un » > -1 O 12.3/14.1 O w n- m 5.5" c� 'S, x 4.5" RoF F -S S 1 REGISTERED CIVIL ENGINEER DATE e tiq, lz Q 0 w In a- a - ffl {fl ffl LL A w 47080 z X � THE STA TF OF CAL IFORNIA OR I TS OFFICERS {x Exp . CIVIL OR AGENTS SHALL NOT BE RESRONSIBL E FOR SI P u� O COPIES OF THIS PLAN SHEET z � 0- Q a II n z LLJ E II z U Q O n z U 0 0 z o " 4.5 � Z " 3.5 LL- a -J > 19 5.5 19 5.5 z Q o 0- z V) w u/ tY Z O U Q 5- 5r STD. 3/4` STEEL COUPLING PROTECTION BAR TO FIT SNUG OVER ENTIRE LENGTH (3/4" NPS THREAD) END ANCHOR DETAIL DOUBLE PROTECTION BAR DETAIL ° 1 1/16- 1/4" d d 11J �c m � SUPPORT � � r c BOLT � 15/16 PRO T CTION 1 1 /4" 1/8- RAD. BAR Ch?-) PROTECTION BAR & STIRRUP LOCATION co M I 1/2 DIA./ cp T - DRILL AND TAP HOLE AND INSTALL 3/8" --NC X 1/2" SOCKET SET SCREW \ WITH 3/16" RECESSED HEX HOLE STIRRUP DETAIL NOT TO SCALE �D QV, ESS/o AP OVED BY: CITY OF FONTANA q� CATCH BASIN L44rn No. 51152 CITY ENGINEER DATE FACE PLATE ASSEMBLY EXP. RICARDO SANDOVAL AND PROTECTION BAR * �- REVIEWED BY: CML o7/�07/10/06 �PgrE OF CAL1FoDATE OF LAST REVISION: STD. PLAN N0. 3007 SHT 4 OF 6 Z POST MILES SHEET TOTAL TOTAL PROJECT No. ISHEETS 08 un Un » > -1 O 12.3/14.1 183 w n- m 5.5" 09/08/11 'S, x 4.5" RoF F -S S 1 REGISTERED CIVIL ENGINEER DATE e tiq, u w Q 0 RICHARD In a- a - ffl {fl ffl LL 09/08/11 w 47080 z X � THE STA TF OF CAL IFORNIA OR I TS OFFICERS {x Exp . CIVIL OR AGENTS SHALL NOT BE RESRONSIBL E FOR SI P THE ACCURACY OR COMPLETENESS O COPIES OF THIS PLAN SHEET z � 0- SANBAG 3200 EAST GUASTI ROAD II n L.L SUITE 200 E II z Q O n z LTJ 0 0 II 0 tl 3.5 " 4.5 H 4.5 L " 3.5 " 3.5 If 4.5 -J > 19 5.5 19 5.5 a •- c o 0- z V) w tY Q � U W 0 0 3.5" 0 4.5" 4.5" 5- 5r STD. 3/4` STEEL COUPLING PROTECTION BAR TO FIT SNUG OVER ENTIRE LENGTH (3/4" NPS THREAD) END ANCHOR DETAIL DOUBLE PROTECTION BAR DETAIL ° 1 1/16- 1/4" d d 11J �c m � SUPPORT � � r c BOLT � 15/16 PRO T CTION 1 1 /4" 1/8- RAD. BAR Ch?-) PROTECTION BAR & STIRRUP LOCATION co M I 1/2 DIA./ cp T - DRILL AND TAP HOLE AND INSTALL 3/8" --NC X 1/2" SOCKET SET SCREW \ WITH 3/16" RECESSED HEX HOLE STIRRUP DETAIL NOT TO SCALE �D QV, ESS/o AP OVED BY: CITY OF FONTANA q� CATCH BASIN L44rn No. 51152 CITY ENGINEER DATE FACE PLATE ASSEMBLY EXP. RICARDO SANDOVAL AND PROTECTION BAR * �- REVIEWED BY: CML o7/�07/10/06 �PgrE OF CAL1FoDATE OF LAST REVISION: STD. PLAN N0. 3007 SHT 4 OF 6 BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ic029.dgn 1/2- PIPE CAP (NPTi 6 - " PROTECTION BAR AND SUPPORT BOLT(S) WITH FIXED STIRRUP(S)-(TYPE B) SUPPORT BOLT AND FIXED STIRRUP (iYP.) FACE PLATE -� \ (- 1/2" PIPE EYE BOLT COUPLING (NPT) FACE PLATE W ELEVATION d d a4 .;. 4. d LU afCom 3/4 HOLE 5/8" EYE BOLT WITH HEX NUTS PROTECTION BAR o . R=5/8- 4 a ►, LL a L 6" MIN. - 3/4- DIA. PROTECTION BAR THREADEDNEACHINEND (1/2" NPT) 1/2- PIPE EYE BOLT -, / CAP (NPT) W/2 ± D TYP. 1 /4 U 1 /2" DIA. FIXED STIRRUP „' =5/8 1" 6" FACE PLATE 4, d d d e • .a . a:. " a �, EYE BOLT DETAIL STIRRUP DETAIL NOT TO SCALE ��,OFESS/o ROVED BY: CITY OF FONTANA �r e " ® CATCH BASIN No. 51152 C[TY ENGINEER DATE FACE PLATE ASSEMBLY * EXP. 9130107 RICARDO SANDOVAL AND PROTECTION BAR REVIEWED BY: V6 CIVIL 07/I0ro6 �IgPE OF CWE DATE OF LAST REVISION: STD. PLAN N0. 3007 SHT 5 OF 6 1 1/8- HOLE SUPPORT BOLT PROTECTION BAR e RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 Dist COUNTY I POST MILES SHEET TOTAL TOTAL PROJECT No. ISHEETS 08 un Un » > -1 Q 12.3/14.1 183 w n- m 5.5" 09/08/11 'S, Q z 4.5" RoF F -S S 1 REGISTERED CIVIL ENGINEER DATE e tiq, u w O 0 RICHARD In a- a - ffl {fl ffl LL 09/08/11 w 47080 z X � THE STA TF OF CAL IFORNIA OR I TS OFFICERS {x Exp . CIVIL OR AGENTS SHALL NOT BE RESRONSIBL E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of AL IF°�� COPIES OF THIS PLAN SHEET z � U SANBAG 3200 EAST GUASTI ROAD II n L.L SUITE 200 E II ONTARIO, CALIFORNIA 91761 O n z LTJ 0 0 II 0 tl 3.5 " 4.5 H 4.5 L " 3.5 " 3.5 If 4.5 -J > 19 5.5 19 5.5 a •- c o 0- V) BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ic029.dgn 1/2- PIPE CAP (NPTi 6 - " PROTECTION BAR AND SUPPORT BOLT(S) WITH FIXED STIRRUP(S)-(TYPE B) SUPPORT BOLT AND FIXED STIRRUP (iYP.) FACE PLATE -� \ (- 1/2" PIPE EYE BOLT COUPLING (NPT) FACE PLATE W ELEVATION d d a4 .;. 4. d LU afCom 3/4 HOLE 5/8" EYE BOLT WITH HEX NUTS PROTECTION BAR o . R=5/8- 4 a ►, LL a L 6" MIN. - 3/4- DIA. PROTECTION BAR THREADEDNEACHINEND (1/2" NPT) 1/2- PIPE EYE BOLT -, / CAP (NPT) W/2 ± D TYP. 1 /4 U 1 /2" DIA. FIXED STIRRUP „' =5/8 1" 6" FACE PLATE 4, d d d e • .a . a:. " a �, EYE BOLT DETAIL STIRRUP DETAIL NOT TO SCALE ��,OFESS/o ROVED BY: CITY OF FONTANA �r e " ® CATCH BASIN No. 51152 C[TY ENGINEER DATE FACE PLATE ASSEMBLY * EXP. 9130107 RICARDO SANDOVAL AND PROTECTION BAR REVIEWED BY: V6 CIVIL 07/I0ro6 �IgPE OF CWE DATE OF LAST REVISION: STD. PLAN N0. 3007 SHT 5 OF 6 1 1/8- HOLE SUPPORT BOLT PROTECTION BAR e RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. ISHEETS 08 SBd 10 12.3/14.1 183 624 5.5" 09/08/11 'S, 4.5" 4.5" RoF F -S S 1 REGISTERED CIVIL ENGINEER DATE e tiq, Li o 0 RICHARD 3.5" S. BOTTCHER 09/08/11 w 47080 z PLANS APPROVAL DATE N�� 12/31 /13 THE STA TF OF CAL IFORNIA OR I TS OFFICERS {x Exp . CIVIL OR AGENTS SHALL NOT BE RESRONSIBL E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of AL IF°�� COPIES OF THIS PLAN SHEET z PARSONS SANBAG 3200 EAST GUASTI ROAD 11 70 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 NOTES GENERAL 1 , ALL PARTS SHALL BE STEEL, EXCEPT SET SCREWS, WHICH SHALL BE STAINLESS STEEL OR BRASS. 2. EXCLUDING SET SCREWS, ALL EXPOSED METAL PARTS SHALL BE GALVANIZED AFTER FABRICATION. 3, CURB FACE SHALL BE NOTED ON THE PROJECT PLANS. 4. CURB BATTER SHALL BE 3:12 UNLESS OTHERWISE SPECIFIED. 5. DIMENSIONS SHOWN ON THIS PLANS ARE NOT EXACT EQUAL VALUES. FACE PLATE 6. FACE PLATE LENGTHS SHALL BE CATCH BASIN W PLUS 12" EXCEPT AS MODIFIED FOR A "CURB OPENING CATCH BASIN AT DRIVEWAY". 7. WHEN THE LENGTH OF THE FACE PLATE IS BETWEEN 22' AND 43, TWO SECTIONS MAY BE USED. WHEN THE LENGTH EXCEEDS 43', THREE SECTIONS MAY BE USED. SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL. SPLICE SHALL BE PLACED 1' FROM A SUPPORT BOLT. 8. WHERE CATCH BASINS ARE TO BE CONSTRUCTED ON CURVES, THE MAXIMUM CHORD LENGTH FOR THE FACE PLATE SHALL BE SUCH THAT THE MAXIMUM PERPENDICULAR DISTANCE TO THE TRUE CURVE SHALL NOT EXCEED 1". WHERE MORE THAN ONE CHORD IS REQUIRED, CHORD LENGTHS SHALL BE EQUAL. CHORD SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL (MODIFIED TO FIT THE CHORD DEFLECTION) AND A SUPPORT BOLT SHALL BE PLACED 1 f FROM THE SPLICE, 9. ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL BE NELSON H -4F SHEAR CONNECTOR, KSN WELDING SYSTEMS DIVISION SHEAR CONNECTOR OR EQUAL. SUPPORT BOLT 10. SUPPORT BOLTS ARE REQUIRED WHEN THE LENGTH OF THE CATCH BASIN OPENING IS 7' OR GREATER, AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SHALL NOT BE LESS THAN 3'-6" ON CENTER NOR GREATER THAN 5' ON CENTER. STIRRUP 11, FOR TYPE A, MATERIAL SHALL BE CAST STEEL. PROTECTION BAR 12. TYPE A SHALL BE USED UNLESS OTHERWISE SPECIFIED. 13, FOR TYPE A, THE BAR SHALL BE CUT TO FIT IN THE FIELD. WHEN "W" IS OVER 21', THE PROTECTION BAR SHALL CONSIST OF 2 OR MORE SECTIONS. A SPECIAL CONNECTOR BETWEEN THE PROTECTION BAR PIECES SHALL CONSIST OF A 5" LENGTH OF STANDARD 3/4" PIPE WITH STANDARD COUPLINGS FULLY THREADED ONTO EACH END DRILLED AND TAPPED FOR A SOCKET SET SCREW AS DETAILED FOR THE DOWNSTREAM AND END ANCHOR. 14. FOR TYPE B, THE BAR SHALL BE TWO PIECES. TWO EYE BOLTS AND A WELDED STIRRUP ON EACH SUPPORT BOLT ARE REQUIRED. 15. NUMBER OF PROTECTION BARS AND LOCATIONS) ARE AS FOLLOWS: MAXIMUM CURB FACE 6" 1 7" 1 8" 9" 10" 11- 12" 13" 1 14" 15" 16" 17" 1 18- 0 11 2* 3* NUMBER OF PROTECTION BAR FOR OTHER CURB FACE OR BATTER SEE PROJECT PLANS *TYPE A PROTECTION BAR ONLY Qp,OFESS/oROVED B CITY OF FONTANA CATCH BASIN No. 51152 CITY ENGINEER DATE FACE PLATE ASSEMBLY * EXP 9!30!07 ,� RICARDO SANDOVAL AND PROTECTION BAR REVIEWED BY: ,7C> CML 07/10,'06 flgTF OF CAL\F�DATE OF LAST REVISION: STD. PLAN N0. 3007 SHT 6 OF 6 UNIT 2232 D R A Ma" A G E D E T A I L l%z-9i--' NO SCALE PROJECT NUMBER & PHASE 0:12 0 0 3.5" 3.5" 3.5" 4.5" 4.5" 5.5" 3.5" 3.5" 4.5" 4.5" 4.5" Li 1:12 0 0 3.5" 3.5" 3.5" 4.5" 4.5" 5.5" 3.5" 3.5" 4.5" 4.5" 5.5" z O 2:1 2 0 0 " 3.5 tl 3.5 " 4.5 H 4.5 fl 5.5 " 3.5 " 3.5 If 4.5 4.5" 19 5.5 19 5.5 tY � U 3:12 0 0 3.5" 3.5" 4.5" 4.5" 5.5" 3.5" 4.5" 4.5" 5.5" 5.5" 4.5" cn 4:12 0 3.5" 3.5" 4.5" 4.5" 5.5" 3.5" 3.5" 4.5" 4.5" 5.5" 4.5" 4.5" 0 11 2* 3* NUMBER OF PROTECTION BAR FOR OTHER CURB FACE OR BATTER SEE PROJECT PLANS *TYPE A PROTECTION BAR ONLY Qp,OFESS/oROVED B CITY OF FONTANA CATCH BASIN No. 51152 CITY ENGINEER DATE FACE PLATE ASSEMBLY * EXP 9!30!07 ,� RICARDO SANDOVAL AND PROTECTION BAR REVIEWED BY: ,7C> CML 07/10,'06 flgTF OF CAL\F�DATE OF LAST REVISION: STD. PLAN N0. 3007 SHT 6 OF 6 UNIT 2232 D R A Ma" A G E D E T A I L l%z-9i--' NO SCALE PROJECT NUMBER & PHASE 0 0 w w 00 J W W Q o � z O o O � I Li O DD -29 U) Q O O 0800000744 N 0 N a o � N L 0 0 w w 00 J W W Q o � z O o O � I Li O DD -29 U) Q O O 0800000744 54 X X DRILL AND TAP HOLE AND INSTALL 3/4w X m u� STAINLESS STEEL SOCKET SET SCREW WITH o > RECESSED HEX HOLE, ALL THREADS TO BE w w U)LLI w w Q 3/4" DIA. PICK HOLE o AGENCY DESIGNATED INSCRIPTION. 04 ALL LETTERS 1" HIGH. 2" X 1" DIAMOND MAT1/8- DEEP INSTALL LOCKING DEVICE wINSTALL LOCKING e~ /7 8" DEVICE w O CC) U - � a 14" m U O �. PLAN r f'Mi� 0� I z POST MILES SHEET TOTAL M r 0 LL] m X o _ 184 a z U 0 ETA1 L "B" 'S' u U � U u� Qw w = RICHARD Uo U f 0� I z Q un z FINISHED SURFACE 0 U z POST MILES SHEET TOTAL Q a 0 z w X o _ 184 624 U 09/08/11 'S' U � z o RICHARD � z 09/08/11 LL_ a 47080 z Q un z FINISHED SURFACE 0 U BORDER LAST REVISED 7/2/2010 23 5/8" OUTSIDE DIA. OF COVER 22" DIA. CLEAR OPENING SECTION A -A .Jj s.. 1• vru 11\ i\IM V[ COVER OPPOSTE PICK HOLE BOTTOM OF MANHOLE COVER �o �vfESS/ pyq! A ROVED BY, Lai No. 51152 CITY ENGINEER DATE RICARDO SANDOVAL * EXP. 9130107 REVIEWED BY: _ CNIL op CA1.����DATE OF LAST REVISION: USERNAME=>p0019553 DGN FILE => 846800ic030odgn LOCKING DEVICE 1 16w 1/16" 7/8"_ 3 16" 5/8".111 1A21 1 8• /2- r-1 r1 /8"R N '� 1/16wR T 22" DIA, A OPENING ° DETAIL "B" N OUTLINE WHERE RIB JOINS RIM OUTLINE WHERE I w(N RISS JOIN w 3/8. SAME ANGLE THROUGHOUT DETAIL "C" NOT TO SCALE CITY OF FONTANA CATCH BASIN MANHOLE FRAME AND COVER STD. PLAN No. 3008 07/10106 SHT 1 OF 2 RELATIVE BORDER SCALE IS IN INCHES NOTES.- 1. OTES: 1. THE CAST IRON USED SHALL CONFORM WITH ASTM A -48M CLASS 35B, Dist COUNTY z POST MILES SHEET TOTAL 0 SHEETS 08 X ~ 12.3/14.1 184 624 Q 09/08/11 'S' ROFESSIo REGISTERED CIVIL ENGINEER DATE e tip, o RICHARD 0- 09/08/11 w 47080 z PLANS APPROVAL DATE No. 12/31/13 THE STA TF OF CALIFORNIA OR I TS Of FICERS {x Exp . CIV IL Z E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of (AL FQ COPIES OF THIS PLAN SHEET Q PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 0 z Lu a w 0 >JQ wpm v w 0 a- L.L X � � U I I n L.L E II n z W II 0 L _j .> a •- c o 0 - V) BORDER LAST REVISED 7/2/2010 23 5/8" OUTSIDE DIA. OF COVER 22" DIA. CLEAR OPENING SECTION A -A .Jj s.. 1• vru 11\ i\IM V[ COVER OPPOSTE PICK HOLE BOTTOM OF MANHOLE COVER �o �vfESS/ pyq! A ROVED BY, Lai No. 51152 CITY ENGINEER DATE RICARDO SANDOVAL * EXP. 9130107 REVIEWED BY: _ CNIL op CA1.����DATE OF LAST REVISION: USERNAME=>p0019553 DGN FILE => 846800ic030odgn LOCKING DEVICE 1 16w 1/16" 7/8"_ 3 16" 5/8".111 1A21 1 8• /2- r-1 r1 /8"R N '� 1/16wR T 22" DIA, A OPENING ° DETAIL "B" N OUTLINE WHERE RIB JOINS RIM OUTLINE WHERE I w(N RISS JOIN w 3/8. SAME ANGLE THROUGHOUT DETAIL "C" NOT TO SCALE CITY OF FONTANA CATCH BASIN MANHOLE FRAME AND COVER STD. PLAN No. 3008 07/10106 SHT 1 OF 2 RELATIVE BORDER SCALE IS IN INCHES NOTES.- 1. OTES: 1. THE CAST IRON USED SHALL CONFORM WITH ASTM A -48M CLASS 35B, Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 184 624 09/08/11 'S' ROFESSIo REGISTERED CIVIL ENGINEER DATE e tip, o RICHARD <� S. BOTTCHER 09/08/11 w 47080 z PLANS APPROVAL DATE No. 12/31/13 THE STA TF OF CALIFORNIA OR I TS Of FICERS {x Exp . CIV IL OR AGENTS 511A L NOT BE RESRONSIBL E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of (AL FQ COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITAMINOUS PAINT AFTER TESTING AND INSPECTION. 3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER AND ON THE INSIDE OF THE FRAME. 4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS. 5. WEIGHT OF FRAME SHALL BE 30 POUNDS. WEIGHT OF COVER SHALL BE 85 POUNDS. ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110%. 6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK. 7. THE PROOF—LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 28,600 POUNDS. 8. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES. �o QSOFESSIpNq! APP VED BY: a SgN�aL No. 51152 CITY ENGINEER DATE RICARDO SANDOVAL � EXP. 9/34107 REVIEWED BY: 41 - CIVIL OFCA00���� DATE OF LAST REVISION., CITY OF FONTANA CATCH BASIN MANHOLE FRAME AND COVER STD. PLAN NO. 3008 UNIT 2232 04/07/06 SHT 2 OF 2 D R A I mr4" A C3 E DETAILS NO SCALE PROJECT NUMBER & PHASE 0800000744 N 0 N �N �Ln 00 ww 0 0 0 w w o � zO 2 O � I > O w � I Q O O A", n � II E C) N /� Z — II � L O W � H J a •� c U L N V) 0 W 54 X 0 � w m un o > w w U > w LL I- Q 0 w I- U O Lu CC) v� U 0 a w = m U O 0-- rr z 0 X ~ a 0 r Z Q 0 z w Q w 0 w x w � m 0 Q z c� v w 0 0-- L.L X w A � U I I n L.L E II Q a z z w II 0 o _ L U -J .> a •- c U U L N z o V) 0 0 - � z m a z Q z 0 U z 0 X ~ a 0 r Z Q 0 z w Q w 0 NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE Tap OF THE BOX IS LESS THAN 2'-10 1/2" FOR PAVED STREETS OR 3'-6" FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL "N". SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER Di IS 48" OR LESS, CENTER OF SHAFT MAY BE ' LOCATE PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER Di IS 48" OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: A. Dz = 96" OR LESS, L=5'-6", P=5" B. Dz OVER 96", L=6' --O", P=8" L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 6" OC. 4. NOT USED 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40, AND SHALL TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 7, BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY WAY BE PLACED AT THE SPRING LINE. 8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SHT. 2, 9. D BARS SHALL BE #4 FOR D2 = 39" OR LESS, #5 FOR D2 = 42" TO 84" INCLUSIVE AND #6 FOR D2 = 90" OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. 11. STEPS SHALL CONFORM TO STANDARD PLAN 3024. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" A80VE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAINLINE = 36" INSIDE DIAMETER OR LARGER, EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 36" TO 42" INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33" OR LESS STANDARD PLAN 3014 SHALL BE USED. B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 30". BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ic032.dgn CITY OF FONTANA MANHOLE PIPE TO PIPE MAINLINE (ID=3611 OR LARGER) 07/10106 STD. PLAN N0. 3012 I SHT 3 DF 4 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 3019 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 3014 UNLESS OTHERWISE SHOWN. 15. NOT USED. 16. NOT USED. 17. NOT USED. 18. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES. RELATIVE BORDER SCALE IS IN INCHES THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 3014 MANHOLE SHAFT — WITH ECCENTRIC REDUCER 3019 24" MANHOLE FRAME AND COVER 3024 STEEL STEP 0 1 2 3 I i I i I i I :2 CITY OF FONTANA MANHOLE PIPE TO PIPE MAINLINE (ID=3611 OR LARGER) 07/I0/06 STD. PLAN N0. 301 SHT 4 OF 4 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No.ISHEETS 08 SBd 10 12.3/14.1 186 624 'S' 09/08/11 ROFEssIo REGISTERED CIVIL ENGINEER DATE e tip, 09/08/11 PLANS APPROVAL DATE THE STA TF OF CAL IFORNIA OR I TS OFFICERS OR AGENTS 511A L NOT BE RESPON519L E FOR THE ACCURACY OR COMRL ETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 DRA INA C3E �o RICHARD S. BOTTCHER z w No. 47080 m Exp.12/31 /13 � � SI CIVIL P STC OF CAL SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 NO SCALE PROJECT NUMBER & PHASE DD -32 0800000744 >JQ w � m Q z v w 0 0-- L.L X � � U I I n L.L E II z W II 0 L -J .> a •- c U L N V) 0 0 - NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE Tap OF THE BOX IS LESS THAN 2'-10 1/2" FOR PAVED STREETS OR 3'-6" FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL "N". SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER Di IS 48" OR LESS, CENTER OF SHAFT MAY BE ' LOCATE PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER Di IS 48" OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: A. Dz = 96" OR LESS, L=5'-6", P=5" B. Dz OVER 96", L=6' --O", P=8" L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 6" OC. 4. NOT USED 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40, AND SHALL TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 7, BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY WAY BE PLACED AT THE SPRING LINE. 8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SHT. 2, 9. D BARS SHALL BE #4 FOR D2 = 39" OR LESS, #5 FOR D2 = 42" TO 84" INCLUSIVE AND #6 FOR D2 = 90" OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. 11. STEPS SHALL CONFORM TO STANDARD PLAN 3024. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" A80VE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAINLINE = 36" INSIDE DIAMETER OR LARGER, EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 36" TO 42" INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33" OR LESS STANDARD PLAN 3014 SHALL BE USED. B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 30". BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ic032.dgn CITY OF FONTANA MANHOLE PIPE TO PIPE MAINLINE (ID=3611 OR LARGER) 07/10106 STD. PLAN N0. 3012 I SHT 3 DF 4 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 3019 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 3014 UNLESS OTHERWISE SHOWN. 15. NOT USED. 16. NOT USED. 17. NOT USED. 18. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES. RELATIVE BORDER SCALE IS IN INCHES THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 3014 MANHOLE SHAFT — WITH ECCENTRIC REDUCER 3019 24" MANHOLE FRAME AND COVER 3024 STEEL STEP 0 1 2 3 I i I i I i I :2 CITY OF FONTANA MANHOLE PIPE TO PIPE MAINLINE (ID=3611 OR LARGER) 07/I0/06 STD. PLAN N0. 301 SHT 4 OF 4 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No.ISHEETS 08 SBd 10 12.3/14.1 186 624 'S' 09/08/11 ROFEssIo REGISTERED CIVIL ENGINEER DATE e tip, 09/08/11 PLANS APPROVAL DATE THE STA TF OF CAL IFORNIA OR I TS OFFICERS OR AGENTS 511A L NOT BE RESPON519L E FOR THE ACCURACY OR COMRL ETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 DRA INA C3E �o RICHARD S. BOTTCHER z w No. 47080 m Exp.12/31 /13 � � SI CIVIL P STC OF CAL SANBAG 11 70 W 3RD STREET SAN BERNARDINO, CA 92410 NO SCALE PROJECT NUMBER & PHASE DD -32 0800000744 x x w STREET GRADE w m w w s 3" R T EDGES TO BE ROUNDED TO 3" R T +A R=1 D OF SPUR f ALL STEEL REINF. #4 @ 4" OC. PLAN M (SHAFT NOT SHOWN) MANHOLE FRAME AND COVER PER STD PLAN 3019 24" MANHOLE SHAFT PER STD. PLAN 3014 5" jC DETAIL "N" PLAN (RINGS & COVER NOT SHOWN) SEE NOTE 1 CONCRETE RINGS PER STD. PLAN 3014—\ OMIT THIS STEP IN PAVED STREETS --� 5"x2" PIPE SEAT 3,-6" T 5" I ROUND EDGES LL I OF INLETS �INLET ELEVATION APPLIES AT THIS POINT ROUND EDGES SECTION A --A z 0 x col< 4'=--1 0 OPTIONAL BOTTOM z Q STATION LINE STEPS 3" R STREET GRADE 5"x 1 " RING SEAT � wm �Q ao 3- 6" T 7" SECTION C -C TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET III'a nc ��� c'j , =� MAX. MIN. 5"x2" PIPE SEAT 3,-6" T 5" I ROUND EDGES LL I OF INLETS �INLET ELEVATION APPLIES AT THIS POINT ROUND EDGES SECTION A --A z 0 x col< 4'=--1 0 OPTIONAL BOTTOM z Q STATION LINE STEPS 3" R STREET GRADE 5"x 1 " RING SEAT � wm �Q ao 3- 6" T 7" SECTION C -C TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX. MIN, MAX. MIN. A -A Lu 2'- 10 1/2" No. 51152 3' -6f# C -C 11" 8 1/2" 16" 15" `^-1 GRADE POINTS. _+2T-8" SEE NOTE 5 4" SECTION B—B BORDER LAST REVISED 7/2/2010 OVENBY: N OT TO SCALE CITY OF FONTANA CITY ENGINEER DATE (ONE OR BOTH MAIN LINE RICARDO SANDOVAL REVIEWED BY: ID'S 33" OR SMALLER) DATE OF LAST REVISION: I STD. PLAN No. 3013 SHT 'I OF 3 USERNAME=>p0019553 DGN FILE => 846800ic033.dgn NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10 1/2" FOR PAVED STREETS OR 3'-6" FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N". DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 6" WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 3'-6" OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 4'-0", BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C -C) SEE NOTE 1. 3. L SHALL BE 4'--0" UNLESS OTHERWISE SHOWN. L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 8" FOR VALUES OF H UP TO AND INCLUDING 8'-0" AND 10" FOR VALUES OF H OVER 8'-0". 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT THE CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40 AND SHALL TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT THE SPRING LINE. g. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 8". 10. STEPS SHALL CONFORM TO STANDARD PLAN 3 0 2 4 .UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 33" INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 36" TO 42" INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33" OR LESS. B. SEE SECTION A -A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 8" THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINIMUM OF 6". C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED. THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED: 1. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURE CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICA JUNCTION STRUCTURE OR TRANSITION STRUCTURE. �� aAPVE/BY/ CITY OF FONTANA SAN7 aoG9 � /o, cg MANHOLE PIPE TO PIPE No. 51152 CITY ENGINEER DATE (ONE OR BOTH MAIN LINE RICARDO SANDOVAL ` * EXP. 9/30/07 * REVIEWED BY: VL, ID'S 33" OR SMALLER) 07110/06 xl��E OF Iv`CA L1F°��\Q DATE OF LAST REVISION: STD. PLAN N0. 3013 SHT 2 OF 3 RELATIVE BORDER SCALE IS IN INCHES 0 I i I i I i I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No.ISHEETS oQvfESS /0 SBd o 12.3/14.1 187 624 Lu 09/08/11 No. 51152 ~ * EXP. 9130107 o CIVIL of c1,o u� V� >JQ wpm <� S. BOTTCHER 09/08/11w y w O mI X � No 12/31 /13 THE STA TF OF CAL IFORNIA OR I TS � U E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of CAL II n II L.L c> PARSONS n z N II L 0 W 11 70 W 3RD STREET _j;~� a•- c U L N SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 V) 0 0 - BORDER LAST REVISED 7/2/2010 OVENBY: N OT TO SCALE CITY OF FONTANA CITY ENGINEER DATE (ONE OR BOTH MAIN LINE RICARDO SANDOVAL REVIEWED BY: ID'S 33" OR SMALLER) DATE OF LAST REVISION: I STD. PLAN No. 3013 SHT 'I OF 3 USERNAME=>p0019553 DGN FILE => 846800ic033.dgn NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10 1/2" FOR PAVED STREETS OR 3'-6" FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N". DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 6" WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 3'-6" OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 4'-0", BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C -C) SEE NOTE 1. 3. L SHALL BE 4'--0" UNLESS OTHERWISE SHOWN. L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 8" FOR VALUES OF H UP TO AND INCLUDING 8'-0" AND 10" FOR VALUES OF H OVER 8'-0". 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT THE CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40 AND SHALL TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT THE SPRING LINE. g. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 8". 10. STEPS SHALL CONFORM TO STANDARD PLAN 3 0 2 4 .UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 33" INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 36" TO 42" INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33" OR LESS. B. SEE SECTION A -A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 8" THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINIMUM OF 6". C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED. THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED: 1. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURE CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICA JUNCTION STRUCTURE OR TRANSITION STRUCTURE. �� aAPVE/BY/ CITY OF FONTANA SAN7 aoG9 � /o, cg MANHOLE PIPE TO PIPE No. 51152 CITY ENGINEER DATE (ONE OR BOTH MAIN LINE RICARDO SANDOVAL ` * EXP. 9/30/07 * REVIEWED BY: VL, ID'S 33" OR SMALLER) 07110/06 xl��E OF Iv`CA L1F°��\Q DATE OF LAST REVISION: STD. PLAN N0. 3013 SHT 2 OF 3 RELATIVE BORDER SCALE IS IN INCHES 0 I i I i I i I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No.ISHEETS 08 SBd 10 12.3/14.1 187 624 09/08/11 QROFEssslo/v REGISTERED CIVIL ENGINEER DATE o RICHARD <� S. BOTTCHER 09/08/11w 47080 47080 mI PLANS APPROVAL DATE No 12/31 /13 THE STA TF OF CAL IFORNIA OR I TS OFFICERS {x Exp . CIVIL OR AGENTS 511A L NOT BE RESRONSIBL E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of CAL COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 11 70 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 3019 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 3014 UNLESS OTHERWISE SHOWN. 14. NOT USED 15. NOT USED. 16. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 3014 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 3019 MANHOLE FRAME AND COVER 3024 STEEL STEP �D 4?,OF ESS 1011 U9/30107 � * rF oF ca�. UNIT 2232 OVED B CITY OF FONTANA 7 10V9 MANHOLE PIPE TO PIPE CITY ENGINEER DATE (ONE OR BOTH MAIN LINE RICARDO SANDOVAL REVIEWED BY: 06, ID'S 33" OR SMALLER) 07/10/06 DATE OF LAST REVISION: STD. PLAN NO. 3013 SHT 3 OF 3 'E DETAILS DRAlm"AU NO SCALE PROJECT NUMBER & PHASE D 1)-33 0800000744 N 54 x 0 � w m un o w w U w w I - Fr Q 0 w I— _ I— U 12� F__ 0-1 O w m U o a w = m U O 0-- rr MANHOLE FRAME - AND COVER PER STD PLAN 3019 3 1 � POST MILES SHEET TOTAL TOTAL PROJECT No. ISHEETS X >JQ 0 12.3/14.1 0 wpm ~ 09/08/11 'S' X ROFEssio REGISTERED CIVIL ENGINEER DATE e tip, v w Q w 0__ L.L A X � m PLANS APPROVAL DATE � N�� 1 2/31 /13 THE STA TF OF CAL IFORNIA OR ITS � 0- Q a I I n z w E II 3200 EAST GUASTI ROAD 1170 W 3RD STREET U SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 n z U z o � z LL_ a >�� z Q U L N V) 0 0 - cn z 0 U MANHOLE FRAME - AND COVER PER STD PLAN 3019 3 1 FINISH GRADE OR SPECIFIED ELEVATION COLLAR, CLASS C MORTAR— STD. CONCRETE RINGS 3", - 6" OR 16" IN THICKNESS, SEE NOTE 5 —WHEN POSSPLE USE 4 2 1/2 RINGS OR EQUIVALENT 18„ MAXIMUM -SEE RING SECTION FOR JOINT DETAILS --#2 COILS, 7 REQUIRED --#2 TIE BARS, 4 REQUIRED co VARIABLE LENGTH PRECAST CONCRETE SECTIONS. 6" MIN THICKNESS FOR PLAIN CONCRETE. 4" MIN. THICKNESS FOR REINFORCED CONCRETE '36" SPECIAL MH RCP WITH A CIRCULAR CAGE AND 1000D MINIMUM AM' STANDARD PIPE END 5"x 2" PIPE SEAT, CLASS C MORTAR VERTICAL SECTION OF REINFORCED CONCRETE ECCENTRIC MANHOLE SHAFT �® ESSID,y�t f O Q �l ~' No. 51152 z w * EXP. 9130107 �r CIVIL Q o l9rF OF CAI.I����� z POST MILES SHEET TOTAL TOTAL PROJECT No. ISHEETS 08 >JQ 0 12.3/14.1 188 wpm ~ 09/08/11 'S' X ROFEssio REGISTERED CIVIL ENGINEER DATE e tip, v w Q RICHARD 0__ L.L 09/08/11z X � m PLANS APPROVAL DATE � N�� 1 2/31 /13 THE STA TF OF CAL IFORNIA OR ITS � 0- E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of cAL I I n ul PARSONS FINISH GRADE OR SPECIFIED ELEVATION COLLAR, CLASS C MORTAR— STD. CONCRETE RINGS 3", - 6" OR 16" IN THICKNESS, SEE NOTE 5 —WHEN POSSPLE USE 4 2 1/2 RINGS OR EQUIVALENT 18„ MAXIMUM -SEE RING SECTION FOR JOINT DETAILS --#2 COILS, 7 REQUIRED --#2 TIE BARS, 4 REQUIRED co VARIABLE LENGTH PRECAST CONCRETE SECTIONS. 6" MIN THICKNESS FOR PLAIN CONCRETE. 4" MIN. THICKNESS FOR REINFORCED CONCRETE '36" SPECIAL MH RCP WITH A CIRCULAR CAGE AND 1000D MINIMUM AM' STANDARD PIPE END 5"x 2" PIPE SEAT, CLASS C MORTAR VERTICAL SECTION OF REINFORCED CONCRETE ECCENTRIC MANHOLE SHAFT �® ESSID,y�t f O Q �l ~' No. 51152 z w * EXP. 9130107 �r CIVIL Q o l9rF OF CAI.I����� BORDER LAST REVISED 7/2/2010 MANHOLE FRAME AND COVER PER STD PLAN 3019 II N #4 WIRE HHOOPS e 011, ECCENTRIC PRECAST COCNRETE CONE VERTICAL SECTION OF PLAIN CONCRETE ECCENTRIC MANHOLE SHAFT r N INSIDE DIAMETER 24" 2 1/2" RINGS SHALL BE REINFORCED WITH TWO i 1/4„ ROUND STEEL HOOPS: 6" AND 8" RINGS 1 1/4" I-- 1 1/4" SHALL. BE REINFORCED WITH FOUR HOOPS, TIED „ WfTH NO. 14 GAGE WIRE S" OC. 212 134 CROSS SECTION OF REINFORCED CONCRETE RING NOTES 1. UNLESS OTHERWISE INDICATED THIS STRUCTURE SHALL CONFORM TO ASTM C 478 AND ALL CONCRETE SHALL BE PER SSPWC. 2. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 3019. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. ISHEETS 08 >JQ 10 12.3/14.1 188 wpm 09/08/11 'S' Q z ROFEssio REGISTERED CIVIL ENGINEER DATE e tip, v w 0 RICHARD 0__ L.L 09/08/11z X � m PLANS APPROVAL DATE � N�� 1 2/31 /13 THE STA TF OF CAL IFORNIA OR ITS � U E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of cAL I I n L.L PARSONS E II 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 n z w II 0 L >�� a •- c U L N V) 0 0 - BORDER LAST REVISED 7/2/2010 MANHOLE FRAME AND COVER PER STD PLAN 3019 II N #4 WIRE HHOOPS e 011, ECCENTRIC PRECAST COCNRETE CONE VERTICAL SECTION OF PLAIN CONCRETE ECCENTRIC MANHOLE SHAFT r N INSIDE DIAMETER 24" 2 1/2" RINGS SHALL BE REINFORCED WITH TWO i 1/4„ ROUND STEEL HOOPS: 6" AND 8" RINGS 1 1/4" I-- 1 1/4" SHALL. BE REINFORCED WITH FOUR HOOPS, TIED „ WfTH NO. 14 GAGE WIRE S" OC. 212 134 CROSS SECTION OF REINFORCED CONCRETE RING NOTES 1. UNLESS OTHERWISE INDICATED THIS STRUCTURE SHALL CONFORM TO ASTM C 478 AND ALL CONCRETE SHALL BE PER SSPWC. 2. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 3019. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. ISHEETS 08 SBd 10 12.3/14.1 188 624 09/08/11 'S' ROFEssio REGISTERED CIVIL ENGINEER DATE e tip, o RICHARD <� S. BOTTCHER 09/08/11z m PLANS APPROVAL DATE � N�� 1 2/31 /13 THE STA TF OF CAL IFORNIA OR ITS OFFICERS {x Exp . CIVIL OR AGENTS SHALL NOT BE RESPON519L E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of cAL COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 3. ALL JOINTS SHALL BE SEALED BY FILLING THE ANNULAR SPACES WITH CLASS C MORTAR. WITH CLASS C MORTAR. THE INSIDE OF THE SHAFT AT EACH JOINT SHALL BE WIPED CLEAN OF EXCESS MORTAR. 4. PROTECTIVE PLASTIC LINER (T LOCK) OR ENGINEER -APPROVED COATINGS WHERE REQUIRED BY THE PROJECT DRAWINGS SHALL BE IN ACCORDANCE WITH SSPWC AND THE MANUFACTURER'S DIRECTIONS. 5. STEPS SHALL CONFORM TO STANDARD PLAN 3024. THE TOP STEP SHALL BE PLACED DIRECTLY BENEATH THE MANHOLE FRAME. UNLESS OTHERWISE SHOWN. STEPS SHALL BE SPACED 14" TO 15" OC. G. THE ECCENTRIC MANHOLE SHAFT REDUCER AND RINGS MAY BE PLAIN CONCRTETE. FOR PLAIN CONCRETE SECTIONS THE MINIMUM THICKNESS SHALL BE 611 . 7. THE PRECAST CONCRETE MANHOLE STRUCTURES WILL BE INSPECTED BY THE ENGINEER WHO WILL INDICATE ACCEPTANCE FOR SHIPMENT TO THE JOB BY MARKING THE STRUCTURE WITH THE AGENCY'S STAMP. 8. THE VERTICAL SIDES OF THE MANHOLE SHAFT AND THE ECCENTRIC REDUCER SHALL BE LOCATED ABOVE AND IN LINE WITH THE SIDE OF THE STORM DRAIN CONDUIT. 9. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 3019 24" MANHOLE FRAME AND COVER 3024 STEEL STEP ROVED CITY OF'FONTANA a WFESs/oy�! MANHOLE SHAFT WITH G� l CITY ENGINEER DATE No, 51152 RICARDO SANDOVAL ECCENTRIC REDUCER REVIEWED BY. l !� EXP. 9/301 7 07iioM CIVIL REVISION NUMBER: STD. PLAN NO. 3014 SHT I OF 2 F OF CA\Fo� USERNAME=>p0019553 DGN FILE => 846800ic034.dgn RELATIVE BORDER SCALE IS IN INCHES XLPPROVED/B- CITY ENGINEER DATE RICARDO SANDOVAL REVIEWED BY- REVISION NUMBER: 0 - 3 I i I i I i I CITY OF FONTANA MANHOLE SHAFT WITH ECCENTRIC REDUCER STD, PLAN NO. 3014 UNIT 2232 07/I0/0G SHT 2 OF 2 DRAA INAU'E DETAdLS NO SCALE PROJECT NUMBER & PHASE [D-34 0800000744 N 0 N Q� �N �Ln 00 ww 0 0 w w o � zO o O � I > O w � I Q O O 54 x LiJ I o( -n w rn a Qo J z W u I Vn w aw uo u 0 12" #4 (#13M) DOWEL (TYP) 13M 0 30 mm " 50 mm] (TYP) SCORING _ _ LINE-- --------- -- 1 600 4" 100 mm) 150 mm CURB � I � 2„ 50 g I J�r�� I �. +� 6' (150 rnm) FLOW E S" (200 mm) I p } MANHOLE FRAME _ n #4 (#13M) fi 150 mm I AND COVER I`' 6' (150 mm) m STEP O" #4 (#13M) 3° (75 mm) R �� DOWEL DETAIL A / �f 25 mm I W MANHOLE -f LOCATION TIE PLAN FACE PLATE ASSEMBLY I'"- 6 (#19M I 'r 2" (50 mm tF �'0 Z E STRUCTURAL DATA PUBLIC WORKS STANDARDS, INC., GREENBO 1 Q COMMITTEE ,984 C) 307-3 N [V AND REV. 1992, 1996. 2009 624 x r N REINFORCEMENT REQUIREMENTS Q �< m MAX W MAX Y t REINFORCEMENT REQUIRED IN {F FRONT REAR BOTTOM END S. BOTTCHER (Y E Z 47080 E E WALL #1 M] E 0- 0 8' (2.4 m) B' (150 mm) 0 0 THE ACCURACY OR COMPLETENESS OF SCANNEO ��� of cALIF°�� COPIES OF THIS PLAN SHEET Z (3 . (75 mC71 2"_ CD Q R q 0 12" #4 (#13M) DOWEL (TYP) 13M 0 30 mm " 50 mm] (TYP) SCORING _ _ LINE-- --------- -- 1 600 4" 100 mm) 150 mm CURB � I � 2„ 50 g I J�r�� I �. +� 6' (150 rnm) FLOW E S" (200 mm) I p } MANHOLE FRAME _ n #4 (#13M) fi 150 mm I AND COVER I`' 6' (150 mm) m STEP O" #4 (#13M) 3° (75 mm) R �� DOWEL DETAIL A / �f 25 mm I W MANHOLE -f LOCATION TIE PLAN FACE PLATE ASSEMBLY I'"- 6 (#19M I 'r 2" (50 mm tF �'0 a -Z t N 6" (150 mm) R 5'-0" tF 900 mm) ,. SECTION B -B CURB t FLOW A_ a E N E -0 c3'Q E ¢N 3 a 0 Ln N '. E (50 mm)C Z. 00 E - =' E Ln m ¢ un 04 #4 (#13M) t Bim' #4 0 12" .. 7 (#13M 0 300 mm) • . FACE PLATE ASSEMBLY Y #6 STREET, GUTTER OR {#19M}--� LOCAL DEPRESSION 1 SURFACE 3,; S LOI 3 75 mm L" ( 25 mm] #64195 ) ti B IL ■�.� 24" 25 mm 610_ mm `l OPTIONAL w ROUGHENED b'.•..-. , % CONST JOINT (TYP) OPTIONAL SUBGRADE CL MANHOLE SECTION A -A CASE A N OTE: FOR: DETAILS NOT SHOWN 12 Pp SEE SECTION A -A (CASE A) 0 mmli CEMANHOLE tF > 3.. 2¢.. i mm 610 mm SECTION A -A CASE B PROMULGATED BY THE E STRUCTURAL DATA PUBLIC WORKS STANDARDS, INC., GREENBO 1 Q COMMITTEE ,984 E 307-3 N [V AND REV. 1992, 1996. 2009 624 SHEET 1 .2L.2.j r N REINFORCEMENT REQUIREMENTS ¢ �< m MAX W MAX Y t REINFORCEMENT REQUIRED IN {F FRONT REAR BOTTOM END S. BOTTCHER 1-11 E Z 47080 E E WALL #1 M] E NO. 12/31 /13 0 8' (2.4 m) B' (150 mm) 0 0 THE ACCURACY OR COMPLETENESS OF SCANNEO ��� of cALIF°�� COPIES OF THIS PLAN SHEET (3 . (75 mC71 2"_ CD n R q 3.5' (1.0 m) 12' (3.5 m) B' (200 mm i (20 m) 50 mm 6' (150 mm) t CONNECTOR PIPE DR MO- N OLI TH I C CATCH BASIN CONNECTION C E I H 0 R E e T N F R C E E T CV U I E D i (20 m) 12' (3.5 m) 8' (200 mm) 01 2'p ��44N 0550300 mnri4- a -Z t N 6" (150 mm) R 5'-0" tF 900 mm) ,. SECTION B -B CURB t FLOW A_ a E N E -0 c3'Q E ¢N 3 a 0 Ln N '. E (50 mm)C Z. 00 E - =' E Ln m ¢ un 04 #4 (#13M) t Bim' #4 0 12" .. 7 (#13M 0 300 mm) • . FACE PLATE ASSEMBLY Y #6 STREET, GUTTER OR {#19M}--� LOCAL DEPRESSION 1 SURFACE 3,; S LOI 3 75 mm L" ( 25 mm] #64195 ) ti B IL ■�.� 24" 25 mm 610_ mm `l OPTIONAL w ROUGHENED b'.•..-. , % CONST JOINT (TYP) OPTIONAL SUBGRADE CL MANHOLE SECTION A -A CASE A N OTE: FOR: DETAILS NOT SHOWN 12 Pp SEE SECTION A -A (CASE A) 0 mmli CEMANHOLE tF > 3.. 2¢.. i mm 610 mm SECTION A -A CASE B STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY THE URB OPENING CATCH BASIN STRUCTURAL DATA PUBLIC WORKS STANDARDS, INC., GREENBO 1 Q COMMITTEE ,984 WITH MANHOLE IN STREET LUSE 307-3 SBd WALL AND SLAB DIMENSIONS AND REV. 1992, 1996. 2009 624 SHEET 1 .2L.2.j A E Qy LO C14 tF N > REINFORCEMENT REQUIREMENTS O eR�Fn REGISTERED CIVIL ENGINEER DATE MAX W MAX Y t REINFORCEMENT REQUIRED IN {F FRONT REAR BOTTOM END S. BOTTCHER 09/08/11 Z 47080 WALL WALL SLAB WALL NO. 12/31 /13 3.5' (1.0 m) 8' (2.4 m) B' (150 mm) 6' (150 mm) FOR s P THE ACCURACY OR COMPLETENESS OF SCANNEO ��� of cALIF°�� COPIES OF THIS PLAN SHEET (3 . (75 mC71 5" (200 mm) 6' (150 mm) N C R E R q 3.5' (1.0 m) 12' (3.5 m) B' (200 mm i (20 m) 5' (1.8 m) 6' (150 mm) t CONNECTOR PIPE DR MO- N OLI TH I C CATCH BASIN CONNECTION W (200 mm) 6' (150 mm) 8" (200 mm) 1a' (250 mm) 6' (150 mm) 8" (200 mm) 8" (2130 mm) 10' (254 mm) 10' (250 mm) E I H 0 R E e T N F R C E E T R u I E 0 U I E D i (20 m) 12' (3.5 m) 8' (200 mm) 14' (CO m) 4 (1.2 m) 6' (150 mm) 14' (4A m) 8' (2.4 m) 6' (154 mm) 14' (4,0 m) 12' (3.5 m) 8' (200 mm) E !i_ 4 (1.2 m) 8' (150 mm) 6' (1.8 m) r (150 mm) 8' (2.4 m) a' (244 mm) ,o'(3.0 m a' (2o0 mrn) 12' (3.5 m) 8' (204 mm) FOR W a 28'(9 m). V a 12'(3.5 m) OR B a 4'(1.2 m) SEE PLANS > J Q STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY THE URB OPENING CATCH BASIN STANDARD PLAN PUBLIC WORKS STANDARDS, INC., GREENBO 1 Q COMMITTEE ,984 WITH MANHOLE IN STREET LUSE 307-3 SBd SHEET 2 OF 2 12.3/14.1 REV. 1992, 1996. 2009 624 SHEET 1 .2L.2.j WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ic035.dgn AInTCC`. 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 1" (25 mm) DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH, FLOOR OF MANHOLE CHAMBER SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. CATCH BASIN SHALL BE CASE A UNLESS OTHERWISE SPECIFIED. 5. DIMENSIONS: W = 7' (2 m) B = 20" (500 mm) Y = 24" (600 mm ) V = THE DIFFERENCE IN ELEVATION BETWEEN THE TDP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 4.5' (3.5 m). Vi= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PLANS. H = NOTED ON THE PLANS. A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 6. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 3" (80 mm) PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3 (75 mm) RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70' OR GREATER THAN 110', OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE. 7. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED ON THE FRONT WALL OF THE MANHOLE CHAMBER OR THE DOWNSTREAM WALL OF THE MANHOLE CHAMBER AND THE MANHOLE MOVED DOWNSTREAM 12" (300 mm). STEPS SHALL BE SPACED 12" (300 mm) APART. THE TDP STEP SHALL BE 7" (175 mm) BELOW THE TOP OF THE MANHOLE AND PROJECT 2-1/2" (65 mm). ALL OTHER STEPS SHALL PROJECT 5 (130 mm). 8. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7' (2.1 m) ON CENTER (MAXIMUM) ALONG THE BACKWALL. 9. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 630 24" (610 mm) MANHOLE FRAME AND COVER 635 STEEL STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN POST MILES SHEET TOTAL 307�3 I CURB OPENING CATCH BASIN WITH MANHOLE IN STREET 08 SBd SHEET 2 OF 2 12.3/14.1 1 89 624 09/08/11 -- O eR�Fn REGISTERED CIVIL ENGINEER DATE o �`_ RICHARD S. BOTTCHER 09/08/11 Z 47080 z m PLANS APPROVAL DATE LLJ NO. 12/31 /13 THF STATE OF CALIFORNIA OR I TS OFFICERS �x Exp . CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR s P THE ACCURACY OR COMPLETENESS OF SCANNEO ��� of cALIF°�� COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 Q L LI O EPr ffl I > J Q y w O fA �G fA X � � U II n LL E II n z LIJ o IIL 0 _j a •.> - c 0 0- V) BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ic035.dgn AInTCC`. 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 1" (25 mm) DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH, FLOOR OF MANHOLE CHAMBER SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. CATCH BASIN SHALL BE CASE A UNLESS OTHERWISE SPECIFIED. 5. DIMENSIONS: W = 7' (2 m) B = 20" (500 mm) Y = 24" (600 mm ) V = THE DIFFERENCE IN ELEVATION BETWEEN THE TDP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 4.5' (3.5 m). Vi= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PLANS. H = NOTED ON THE PLANS. A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 6. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 3" (80 mm) PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3 (75 mm) RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70' OR GREATER THAN 110', OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE. 7. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED ON THE FRONT WALL OF THE MANHOLE CHAMBER OR THE DOWNSTREAM WALL OF THE MANHOLE CHAMBER AND THE MANHOLE MOVED DOWNSTREAM 12" (300 mm). STEPS SHALL BE SPACED 12" (300 mm) APART. THE TDP STEP SHALL BE 7" (175 mm) BELOW THE TOP OF THE MANHOLE AND PROJECT 2-1/2" (65 mm). ALL OTHER STEPS SHALL PROJECT 5 (130 mm). 8. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7' (2.1 m) ON CENTER (MAXIMUM) ALONG THE BACKWALL. 9. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 630 24" (610 mm) MANHOLE FRAME AND COVER 635 STEEL STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN POST MILES SHEET TOTAL 307�3 I CURB OPENING CATCH BASIN WITH MANHOLE IN STREET 08 SBd SHEET 2 OF 2 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I I I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 1 89 624 09/08/11 -- sl0tiq eR�Fn REGISTERED CIVIL ENGINEER DATE o �`_ RICHARD S. BOTTCHER 09/08/11 w 47080 z m PLANS APPROVAL DATE NO. 12/31 /13 THF STATE OF CALIFORNIA OR I TS OFFICERS �x Exp . CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR s P THE ACCURACY OR COMPLETENESS OF SCANNEO ��� of cALIF°�� COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 DRAIN"AGE DETAILS NO SCALE PROJECT NUMBER & PHASE 0800000744 cv 0 N a � cv Ln II II W w F-- 00 J W W d o � zO 2 O � I > O w � I Q O O 54 X x 0 � w m un o w w U w w I - Fr Q 0 w I- U O w m U a w = m U O 0-- rr Er 0 c� W A Q z o_ U z LL_ z Q z 0 U LIFTING SLOT F SPEC' D d _ 1 7 n /4 C" 59 uFrlNc �� �T IF SPE 5 )LE a/ -r LOJ BOTTOM OF COVER J/ -t SECTION A—A 5/32" n " 5 /32" 3/16 3/4 " 1 3/8" 27 3/8p 1 1/2 cn 4" r 24" 4 1/4" 32 1/2" FRAME DETAIL SECTION THRU FRAME �o Q�oF ass Cc No. 51152 � EXP, 9130107 Lip CIVIL F CAt Q z z v w 0 SBd 10 X 0__ ~ 09/08/11 'S' a ROFESS REGISTERED CIVIL ENGINEER DATE e tip, X o RICHARD � 09/08/11 U w 47080 I I n C> NE 12/31/13 E II OR AGENTS 511A L NOT BE RESRONSIBL E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of ( AL FQ COPIES OF THIS PLAN SHEET PARSONS SANBAG n z Z SUITE 200 II 0 Q L _j .> a •- c U L N 0 V) 0 0 - z w a w 0 I >JQ wpm LIFTING SLOT F SPEC' D d _ 1 7 n /4 C" 59 uFrlNc �� �T IF SPE 5 )LE a/ -r LOJ BOTTOM OF COVER J/ -t SECTION A—A 5/32" n " 5 /32" 3/16 3/4 " 1 3/8" 27 3/8p 1 1/2 cn 4" r 24" 4 1/4" 32 1/2" FRAME DETAIL SECTION THRU FRAME �o Q�oF ass Cc No. 51152 � EXP, 9130107 Lip CIVIL F CAt Q z = v w 0 SBd 10 a- 0__ L.L 09/08/11 'S' � ROFESS REGISTERED CIVIL ENGINEER DATE e tip, X o RICHARD � 09/08/11 U w 47080 I I n L.L NE 12/31/13 E II OR AGENTS 511A L NOT BE RESRONSIBL E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of ( AL FQ COPIES OF THIS PLAN SHEET PARSONS SANBAG n z w SUITE 200 II 0 L _j .> a •- c U L N V) 0 0 - BORDER LAST REVISED 7/2/2010 It CIN ENGINEE'f2 DATE RICARDO SANDOVAL REVIEWED BY: 26 DATE OF LAST REVISION: USERNAME=>p0019553 DGN FILE => 846800ic036.dgn f--19/32" f 1 1/2- 5/32 /2"5/32 ---3/4" NOT TO SCALE CITY OF FONTANA 24" MANHOLE FRAME AND COVER 07/100 STD. PLAN N0. 3019 SHT 'I OF21 RELATIVE BORDER SCALE IS IN INCHES NOTES 1, THE CAST IRON USED SHALL CONFORM TO ASTM A-48 CLASS 35B. 2. COVERS SHALL BE CAST WITH THE LETTER "D" FOR STORM DRAINS AND "S" FOR SEWERS, AND THE AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE AGENCY. THE LETTER "D" OR "S" SHALL BE APPROXIMATELY 2 1/2" HIGH WITH 1/2" LINE WIDTH, AND PLACED IN THE CENTER OF THE COVER. ALL LETTERS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE COVER. 3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER AND ON THE INSIDE OF THE FRAME. 4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS. 5. WEIGHT OF FRAME SHALL BE 260 LBS. WEIGHT OF COVER SHALL BE 175 LBS. ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110%. 6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK. 7. THE PROOF—LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 40,700 LBS. 8, COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS, PARKWAYS AND ALL PLACES OTHER THAN PAVED STREETS SHALL BE PROVIDED WITH SOCKET—SET SCREW LOCKING DEVICES. DRILL AND TAP TWO HOLES TO A DEPTH OF ONE INCH AT 90 DEGREES TO PICK HOLE AND INSTALL 3/4" x 3/4" STAINLESS STEEL SOCKET—SET SCREWS WITH 3/8" RECESSED HEX HEAD. ALL THREADS SHALL BE N.C. 9. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACTLY EQUAL VALUES. �o QOESSIoyq! A ROVED B No. 51152 CITY ENGINEER DATE RICARDO SANIDOVAL EXP. 9130107 REVIEWED BY: 2v7 CIVIL OF SAL lFDATE OF LAST REVISION: CITY OF FONTANA 24" MANHOLE FRAME AND COVER 07/10ft STD. PLAN N0, 3019 SHT 2 OF 2 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 190 624 09/08/11 'S' ROFESS REGISTERED CIVIL ENGINEER DATE e tip, o RICHARD <� S. BOTTCHER 09/08/11 w 47080 m� PLANS APPROVAL DATE NE 12/31/13 THE STA TF OF CAL IFORNIA OR I TS OFFICERS {x Exp . CIV IL OR AGENTS 511A L NOT BE RESRONSIBL E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of ( AL FQ COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 DRAINAC3E DETAILS NO SCALE PROJECT NUMBER & PHASE DD -36 0800000744 N 0 N Q� �N �Ln 00 ww 0 0 w w o � zO o O � I > O w �o � I Q O O A", n � II E C) N /� Z — II � L O W � H J a •� c U L N V) 0 W A", n � II E C) N /� Z — II � L O W � H J a •� c U L N V) 0 W 54 X 0 � w m un o > w w U > w w t— Fr Q 0 w om r LL] m QLL] o J z W U� U -1 un w Qw = U C-) U (11 MAIN LINE RCB I E I E� "'I 04 Q r Ln W BARS I SEE NOTE 3]L:� ROUND EDGE TO 3" (75 mm) R I I STATION POINT, I SEE NOTE 2 I I I I C4 / I � /zDE 01 I E 010 - k I v CONSTRUCTION JOINT % (#13M 0 450 mm (L LATERAL r CONNECTOR PIPE I T I F BARS 0 18" oC f Q p 13M 0 450 mn k0TH WAYS TC BE USED. WHEN B IS 60" (1.500 OR MORE 1874, 1 oM 0 450' m) OC ca ROUND EDGES TO APPROXIMATE R OF ID OF LATERAL. WITH A MAXIMUM OF 3'-0" (1.0 m) D&EBARS D E H & G BARS SECTION': G—G B I T BARS N Q m 0 = a ,: mm ' I I - CONSTRUCTION JGfNT PLAN NEW OR EXISTING RCB, SEE NOTE fi I W BARS 12" (300 mm) 5" (130 mm) 8 . {210 mm) a � i W 375 mm) . 5" (130 mm 18" (450 mm) 5"'(130 mm) 21r (525 mm) 5" 130 mm) 24" 600 mm) 51/4' {140 mm} 27' (675 mm) 51/2' (140 man) 30N (750 mm) 6" (160 mm) 33" 825 mm . 6 1/4" (160 mm) W".(975 mm) :; 6 1/Y (170 mm) 39" (990 mm) : 7" (180 mm) 42" 1050 mm 7 1/2" (190 mm) " 13'1/4 {340 mm) 27 45" (1125 mm) 7'3/4* (200 mm) N / 2--H BARS 4" GC (100 mm), SEE NOTE -3.60" -ROUND-- EDGES . EL S SEE NOTE 8 2-G BARS 4"OC, SEE NOTE 3 (140 mm) , D BARS ANY STANDARD F BARS PIPE JOINT I- `-' #3 OR ## ® i S" OC i (10M0 .450 mm) P E OARS , �� �� ; ,, ` �•. •,A.- EL R, SEE NOTE 8 48 11220 mm) 8 . {210 mm) r, V -- E 10 51" (1275 mm) 8 1/2" (220 man) 54" 1350 mm) 9" (230 mm) ' 1500 mm 57 ( } 1 244 m m 94" / ( ) (1500 mm) 9 1/2" (240 mm) 63" (1850 mm) 6601680 mm) 10' (280 mm) 14.1/4 (260 mm). 69" (1800 mm) 10;31-V (280 man lj 77" (1850 mm) 11'(280 mm) 78" 1950 mm) 11 3/4" (300 84" (2100 mm) 121/2' (320 mm) � 9D {2400 mm) " 13'1/4 {340 mm) 27 ' I PROMULGATM BY THE Lam. O STANDARD PLAN PU9WC.WpRKS SiAHDARa75 IH('N,• IT3332 JUNCTN . STRUCTURE.:,...: -.:PAPE T RCB 9 c SHEET 2 OF 2 O FMV 1996, 20(* 19 Z USE WITH STANDARD SPECIFICATIONS FOR PUBLIC - WORKS "CONSTRUCTION 6000'011 SHEET 1 OF 2 x Q D-6 € 300' 26 a D-6 9000/011 � 27 I D-6 45°0'011 405' 28 a CD 860 40/23'' 2.5' 30 0— D-6 88043/37'' 3.0' 35 a € 9000/011 2.0' 50 w D-8 z 2.5' a� < 1 <,; :•' 96' 2440 mm) 14" (360 mm) •-, "•a UNDISTURBED EARTH102' (2550 mm) 151/2" (400 mm} E r w • Q BACKFILL WITH 450--C-2000 i08 {27fl0 mm ifi {410 mm) I 265-C-14 MIX CONCRETE, OR 11,C 3000'mmra 161/2' (420 mm) 0 COMPACT SOIL TO RELATIVE DENSITY lgpr (3Q50 mm) 17" (430 mm} m REQUIRED BY SPECIFICATIONS. BACKFILLw MAY BE OMITTED IF STRUCTURE IS LAID 126 (3150 mm) 17" {430 mm) �k' ON UNDISTURBED EARTH TO STORM 132' (3304 mm). 171/2' (450 mm) SECTI 0 N Z — Z DRAIN WALL. 138' (3450 mm) 17 1/2' (450 mm) 144' 3600 mm) 18' (460 mm) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATM BY THE Lam. O STANDARD PLAN PU9WC.WpRKS SiAHDARa75 IH('N,• IT3332 JUNCTN . STRUCTURE.:,...: -.:PAPE T RCB 9 c SHEET 2 OF 2 100 51'50'' FMV 1996, 20(* 19 Z USE WITH STANDARD SPECIFICATIONS FOR PUBLIC - WORKS "CONSTRUCTION 6000'011 SHEET 1 OF 2 BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ic039.dgn NOTES 1. VALUES FOR A, B AND C SHALL BE SHOWN ON THE PLANS. ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PER NOTE 8. 2. STATIONS SPECIFIED ON THE PLANS APPLY AT THE INTERSECTION OF CENTERLINES OF MAIN LINE AND LATERALS, EXCEPT THAT STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL OF STRUCTURE. 3. REINFORCING `STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, ASTM A 615M, GRADE 300), AND SHALL TERMINATE 1 .1/2" (40 mm) CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. a. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON. PLANS, AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. b. OMIT H BARS WHEN SOFFIT OF SPUR IS 12" (300 mm.) OR LESS BELOW SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS 12 (300 mm) OR LESS ABOVE FLOOR OF MAIN LINE. 4. JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN LINE, MANHOLE OR TRANSITION STRUCTURE. 5. FLOOR OF STRUCTURE SHALL BE STEEL --TROWELED TO THE SPRING LINE. 6. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND DETAILS SHALL BE SHOWN ON THE PLANS. 7. EMBEDMENT, P, SHALL BE 5" (130 mm) FOR B = 96" (2400 mm) OR LESS 8" (200 mm) FOR B OVER 96 (2400 mm). 8. IF ELEVATION R AND ELEVATION S.. ARE NOT SHOWN ON THE PLANS THEN. THE INLET OPENING SHALL FALL 6" -(150 mm) BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN INLET LINE. ELEVATION S SHALL BE SHOWN ON THE PLANS IF THE INLET OPENING FALLS MORE -THAN. 67 (150 mm) BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE AS STATED ABOVE. ELEVATION R SHALL BE. SHOWN ON THE PLANS ONLY WHEN A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION. 9. LATERALS OR CONNECTOR PIPES 24" (600 mm) OR LESS. IN DIAMETER - SHALL BE NO MORE THAN 5' (1.5 m). ABOVE. THE INVERT. LATERALS OR CONNECTOR PIPES 27" (675 mm) OR LARGER IN DIAMETER SHALL BE NO MORE THAN 18" (450 mr.n) ' ABOVE . THE INVERT, WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS. THAN 50' (15 m) IN LENGTH SHALL.:. NOT BE MORE THAN 5' (1.5 m) ABOVE THE INVERT. 1.0. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT SHALL BE- INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE FOLLOWING CONDITIONS: a. ANGLE ..A IS LESS THAN. 30*. b. TOP OF INLET PIPE IS LESS THAN: 6" (150 mm) BELOW THE SOFFIT c. FLOW LINE OF INLET' PIPE IS LESS THAN 7" (180 mm) ABOVE THE THE FLOOR ' OF THE RCB AT THE INSIDE FACE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN' Lam. O 33.3- 2 ''All JUNCTION STRUCTURE - PIPE.TO RCB 9 c SHEET 2 OF 2 100 51'50'' 205' 19 Z D-3 6000'011 3.0' 20 w D-6 720 5'36'' 300' 26 a D-6 9000/011 2.0' 27 a D-6 45°0'011 405' 28 a D-6 860 40/23'' 2.5' 30 Q D-6 88043/37'' 3.0' 35 a D-8 9000/011 2.0' 50 w D-8 190 5'34'' 2.5' a� I >JQ wpm Q z �Jw o a� 0 L� _ x � U " LL E o n z ii LLJ ~ L _j .> a •- c (-n V o 0 - V) BORDER LAST REVISED 7/2/2010 USERNAME=>p0019553 DGN FILE => 846800ic039.dgn NOTES 1. VALUES FOR A, B AND C SHALL BE SHOWN ON THE PLANS. ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PER NOTE 8. 2. STATIONS SPECIFIED ON THE PLANS APPLY AT THE INTERSECTION OF CENTERLINES OF MAIN LINE AND LATERALS, EXCEPT THAT STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL OF STRUCTURE. 3. REINFORCING `STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, ASTM A 615M, GRADE 300), AND SHALL TERMINATE 1 .1/2" (40 mm) CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. a. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON. PLANS, AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. b. OMIT H BARS WHEN SOFFIT OF SPUR IS 12" (300 mm.) OR LESS BELOW SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS 12 (300 mm) OR LESS ABOVE FLOOR OF MAIN LINE. 4. JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN LINE, MANHOLE OR TRANSITION STRUCTURE. 5. FLOOR OF STRUCTURE SHALL BE STEEL --TROWELED TO THE SPRING LINE. 6. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND DETAILS SHALL BE SHOWN ON THE PLANS. 7. EMBEDMENT, P, SHALL BE 5" (130 mm) FOR B = 96" (2400 mm) OR LESS 8" (200 mm) FOR B OVER 96 (2400 mm). 8. IF ELEVATION R AND ELEVATION S.. ARE NOT SHOWN ON THE PLANS THEN. THE INLET OPENING SHALL FALL 6" -(150 mm) BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN INLET LINE. ELEVATION S SHALL BE SHOWN ON THE PLANS IF THE INLET OPENING FALLS MORE -THAN. 67 (150 mm) BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE AS STATED ABOVE. ELEVATION R SHALL BE. SHOWN ON THE PLANS ONLY WHEN A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION. 9. LATERALS OR CONNECTOR PIPES 24" (600 mm) OR LESS. IN DIAMETER - SHALL BE NO MORE THAN 5' (1.5 m). ABOVE. THE INVERT. LATERALS OR CONNECTOR PIPES 27" (675 mm) OR LARGER IN DIAMETER SHALL BE NO MORE THAN 18" (450 mr.n) ' ABOVE . THE INVERT, WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS. THAN 50' (15 m) IN LENGTH SHALL.:. NOT BE MORE THAN 5' (1.5 m) ABOVE THE INVERT. 1.0. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT SHALL BE- INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE FOLLOWING CONDITIONS: a. ANGLE ..A IS LESS THAN. 30*. b. TOP OF INLET PIPE IS LESS THAN: 6" (150 mm) BELOW THE SOFFIT c. FLOW LINE OF INLET' PIPE IS LESS THAN 7" (180 mm) ABOVE THE THE FLOOR ' OF THE RCB AT THE INSIDE FACE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN' UNIT0 33.3- 2 ''All JUNCTION STRUCTURE - PIPE.TO RCB 9 c SHEET 2 OF 2 PIPE TO RCB CONNECTION SCHEDULE DRAINAGEO SYSTEM UNIT0 SHEET ''All 'ICII 9 c D-3 100 51'50'' 205' 19 a D-3 6000'011 3.0' 20 a D-6 720 5'36'' 300' 26 a D-6 9000/011 2.0' 27 a D-6 45°0'011 405' 28 a D-6 860 40/23'' 2.5' 30 a D-6 88043/37'' 3.0' 35 a D-8 9000/011 2.0' 50 a D-8 190 5'34'' 2.5' RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. ISHEETS 08 SBd 10 12.3/14.1 193 624 'S, ROFESS10 REGISTERED CIVIL ENGINEER DATE e tip, o RICHARD <� S. BOTTCHER 09/08/11 w 47080 m PLANS APPROVAL DATE No. 12/31/13 THE STATE OF CALIFORNIA OR I TS OFFICERS {x Exp . CIVIL OR AGENTS 511A L NOT BE RESRONSIBL E FOR SI P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of CAL FQ COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 DRAIN"AGE DETAILS NO SCALE PROJECT NUMBER & PHASE N = 0 2 O O Li � O DD -39 U) <0_j O 0800000744 A", n � II E C) N /� Z — II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ea (J� Un Un w n- m � o � Q Z U w U� w A", n � II E C) N /� Z - II � L O W � H J a •� c U L N V) 0 W ' POST MILES SHEET TOTAL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r r r r r Dlst COUNTY ROUTE TOTAL PROJECT No. SHEETS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -----------------------------`--------------------------------J---------------------------------- `--------------------------------J----------------------------------`--------------------------------J----------------------------------`--------------------------------J----------------------------------`--------------------------------J----------------------------------`---------------- - 1 1 1 1 1 1 1 1 1 1 1 _______________________________r------------------------------------•------------------------------------r------------------------------------•------------------------------------F------------------------------------a------------------------------------F------------------------------------a------------------ __.. _------ __F ------------------ ------------------a ------------------------------------ 4__________________ - 08 SBd 10 12.3/14.1 21 3 624 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 ______________________________r____________________________________�____________________________________r____________________________________�____________________________________r____________________________________�____________________________________r____________________________________�__________________ __.... ...._r____________________________________�____________________________________r__________________ _ 1 1 1 1 1 1 1 1 �I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a----------------------------------'------------------------------------'-------------------------------------'------------------------------------'-------------------- ------ - -- ------------------------------------------------------------------------------emmmmmmmmmmmmm. 1 1 1 1 1 1 1 V c �/ _ 1 • v r r -I-----------------r------------------------------------,-------------------------------------r------------------------------------,--- --- -t-'-- - --r- ---- --- --- --r- ---- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CO 1 1 1 ------- - ` J ` J ` ----------------J--------------- ` J ` J ` 09 08 1 1 1 1 1 1 1 1 1 1 1 1 1 ---- II II 1 1 1 1 1 1 1 1 1 1 1 R/ W e ti ------------�------------------r------------------�------------------�------------------�------------------r------------------�------------------�------------------�------------------�------------------�------------------a-----------{I--Ir��'I'rr�-ESS ---------------�------------------�------------------a------------------�- I'�---------�------------------�------------------a------------------�------------------�----------------- �--------- REGISTERED CIVIL ENGINEER DATE q 1 1 1 1 1 1 C L i t �. ` 1 1 0 1 1 1 �o C 1 1 1 1 1 1 1 1 00 1 1 1 1 1 1 1 1 1 1 1 �N - 1 1 1 (L _r____________________________________�____________________________________r____________________________________�__________ _________________________r____________________________________�___________ ..___________________r____________________________________�__________________ _ fir.-_r____________________________________�__________________ __________________r_ �C n X ------------ ----------------- 1 1 1 1 1 1 - 1 1 � M I 1 1------------------------ (V SOON 1 1 1 1 1 1 1 1 1 1 1 ----------- --------------- ----------- --------------- '--------- ------------------ '---------------------------- '--------------- ' ------------------ ' - -- - - --1 -r , 1 r , CO ANN CHEAH 1 1 1 1 1 1 - 1' 1 1 _ O_ 1 1 1 ^ z 1 1 1 1 1 1 1 1 1 1 1 ...----------------a------------------L-----------------------------------J------------------a------------------L-----------------------------------J-----------------a------------------L-----------------------------------J-----------------a------------------L-----------------------------------J------------------a------- - ---L-----------------------------------J------------------a------------------L-----------------J---------------- - - 1 1 1 1 1 1 1 1 1 1 09 08 1 1 CD m 1 1 1 1 1 1 1 1 1 1 z w 52143 1 1 1 1 1 1 _ - ' --- 1 1 1 - No• 1 1 1 1 1 1 1 1 1 ,y PROPOSED F I S RF .0 - ° � , PLANS APPROVAL DATE _______________________________r__________________,____________________________________,__________________r__________________,__________________�_______-.-_______,__________________r__________________;__________________�____________ _____,_______ .. ____ _ . _ ____. __ .. ____ __. __.r__________________;____________________________________,__________________r_________________ ,_ IN SH � A E �. _ Ex . 1 1 1 1 1 1 1 1 1 P 1 1 1 1 1 1 1 1 1 1 ix ----------- ---------------- '------------------------------ '-------------------------------- '-------------------------------!------------------------------ '-------------------------------I----------------� --------A.T CHERRY Ave-------- '---------------- --... ....---- '------------------------------ '-------------------------------- '--------------- THE STA TE OF CAL IFORN/A OR ITS OFF/GFRs r 1 r1 I r,, r ' i OR AGENTS SHALL NOT BE RESPONSIBLE FOR T lP ---CIVIL 1 1 1 1 1 1 1 1 1 1 s 1 1 1 1 1 1 1 1 1 1 --------------------------------`------------------------------------J-------------------------------------`------------------------------------J------------------i------------------`------------------------------------J-----------------i------------------IL------------------------------------J------------------i---------------`--------------------------------J----------------------------------`---------------- - 1 0 4 0 ; ; ; ; ; ; ; ; ; ; ; 1 0 4 0 THF ACCURACY OR COMPLETENESS OF SCANNED TF of AL JF 1 1 1 1 1 1 1 1 1 1 1 C ------------------------------------4------------------I------------------~-------------------------------------4------------------I------------------~----------•------------------L------------------- '--------------- ° ------------------------•-----------------------------------•------------------------------------•------------------------------------•------------------------------------•-------------------------------------►---------------- -- COPSES OF TH/S RL AN SHEET E_ XISTING; SURFACE OVER SEWER _______________________________r______________________________________________________------------------ r------------------ ------------------ �_________ __.-__ _ ________________ ______________ _�_-___________r____________________________________�__________________ ______ -------- ------------ - _ _ .�_. _ - --_ ____r- --_ __________________ -EXISTING:, 1 1 1 1 1 1 1 1 1 1 1 1 1 P A R C n NI \ 0 0 w m cn > 0 w w Ln > W w o' Q 0 V, r 0 w Z 1 O CL Q Ld Z � Q U% Ld (n m O m w m �Qo �z w U , U ___1 Lf) W aw = U o U z 0 x Q 0 z a LL 0 z w a W c � � o 0 x X Q 0 m m 0 O N U U I --I x � ^ U II ^ z w o II L LJJ Q) a J> c ~ a •– c c./7 U L N V) 0 a_ ------------! _ ! _ — -- — — — -- r------------------------------------1------------------------------------r------------------------------------1-------------------------- ----- r----------------- -------- -; -,---------- ----------r--- GUASTI ROAD SANBAG r 1 1 1 1 1 3200 EAST -� 4 J ------------------ ------------------=_ -------------- 1 1 7 0 W 3RD STREET -`-- --�--� 1 SUITE 200 — i SAN BERNARDINO CA 92410 1030 ________________________r________________________________•__________________________________r________________ ________________•_______-. .__________________a__________________________________.________________________________a_________________ __- ________.________________________________a__________________________________4________________ -. 1030 -- J ONTARI09 CAEIFORNIA 91761 1 ' 1- -r- 1 1 1 1 1 1 1 1 ...------------------------------------------------------ ��-w----www-�*-rr - -- -----r------------------ -----------------7---------- - ----- ------------------r--------- -- -----------------------------------------------------r------------------------------------7------------------------ -----------r------------------,------------------------------------------------------r----------------- ------------------ i i i i i 1 ' II i i i i i i 9 1 1 1 1 1 1 1 1 1 1 �RCiPOSED 9 ------------------------- ------ J_.---------------- ------ —-------�_. 1 1 1 1 1 1 1 Ir�1� 1 1 1 1 1 1 1 PROPOS-�D 1 1 1 1 1 1 1 ----- ---- - , - - ; -- -- ; - - ; ---- ; -0,�- ; - - -- - inv -E I ev 1 021 e 58 ; - - - - ; --- ; - - - ; - - -r- ---- -a- - - -�- -- 1 1 1 1 1 1 -- 1 1 1 1 ---- --------------- - ' --- --- - - - ' - -- ' ' 1 1 1 - ---- ---------- WATER LINE � -�- -r - -,- - - -r- 1 1 1 1 1 - - - - - - - - � - - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I SEE -SHEET :DP � 1 1 A 7 1 1 1 1 1 1 1 1 1 1 1 1 020 ---- -,- - -r- ---- -,- - -r- --� -- -r- - - -,- - - -r- ---- --- ---- --- -- f B1� -OTHER--}_ 1 � -;- -,- -r- :.-------------------------------------------------------------------------------------------------------------------------------------------------------------------'------------------'------------------�---------_-'------A------ ..®--__'__---__'-----------------------------------------'---------------------------------_---------------------------------------------------------------------------------------------------------J------------------a------------------L--------------------.. 1 1 1 1 - -- 1 1 1 1 -- ' ------ ' -- - ' ' ' ' ' ' - _________________l______________...________________J_______.............______________l_______________.. ._______________J______. - _ ___________ _______ _____ _______________.J________________. _ --- _____..___L_____________________________________L___________________________________ ________________ _________________ _______________ ________________a ----------------- -----------------4---------------- -- 1 1 1 1 1 1 1 1 1 I1 1 1 ` 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ^' 1 1 1 1 1 1 1 1 1 1 \I 1 1 1 1 1 1 1 1 \ 1 1 1 1 1 1 1 1 1 1 1 1 - 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 /� 1 LI_ -1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 M 1 1 1 1 1 1 f ^ 1 C 1'� 1 ; (b *- T 1 1 1 1 1 1 1 1 Y V 1 � `J 1 Y7 1 1 1 1 1 1 1 1 V 1 1 1 1 1 1 1 1 1 1 1 L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1� 1 O 1 1 1 1 1 1 1 1 O 1 _ 1 1 1 1 1 1 1 `/ 1 + � + � ' ` 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 1 1 1 1 1 1 1 1 1 1 1 W 1 U I` 1 U e 1 1 1 1 1 / I 00 ' ' / 1 1 1 1 1 1 1 1 1 1 1 1 C 1 1 1 1 1 1 M I� 1 1 I� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 u 1 1 1 1 1 1 1 1 1 Z 1 ------------------- co i i i 1 1- 1 V/ 1 1 1, r \/ L.L.1 , , 1 ; , 1 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - ... l _ _ _ _ _ ... _ _ _ ..... _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ l _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 1 , 1 1 1 1 1 1 ; 1 1 1 1 ' 1 1 ; 1 1 1 -------------------------------1----------------------------------r-------------------------------- _I_________________ ___________----- ----- -J`-- _______________ ________________ __________-. ____ _______________ - . --------------J - ---------------- ________________ _______________ _--_____ ___________________--------------`-------------------------------- ________________ ________________ _______________--------------- ________------------ _. 1 1 1 _ _ _r_ �-- � ____ _ ;_ ___ 1 1 , 1 1 _i_ 1 , 1 ; , M 1 1 ; 1 1 1 1 1 1 1 1 1 1 1 1 ------------1 1� 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 � 1 � 1 1 1 1 1 1 1 _ 1 1 LJ 0 1 O 1 1 1 II ' , 1 1 ' 1 1 ' 1 O - 1 1 1 1 1 1 ' V) LENGTH = 174034 S=0°0050- -12; EXTRA STRENGTH -VCP ; HO PR F SCAL r z 20 - -------------''--------------------------------------------------'------------------i---------------------------- ------ ' ' J------------------'------------------'------------------ —------------- '---------------- ' - -- -, - --- - ---------------- r ____ _ ___ �- r 1 1 1 1 1 1 1 1 1 1 1 - 1 Verf -T0 -----------------------------------=----------------------------------------------------;---------------------------------------------------------------- ----- ---------------------------------------;---------------------------------- ;---------------------------- 1 9+00 10+00 11+00 1 2+00 13+00 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800jc001odgn THIS PLAN ACCURATE FOR SANITARY SEWER WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 1020 1010 CONSTRUCTION NOTES: 1� CONSTRUCT 12'' EXTRA STRENGTH V.C.P. TYPE BELL & SPIGOT �2 CONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD DETAIL NO. 2001 SEE SSD -1 �3 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL SHEET SSD -1 702p °3 rOP ?ON OF �c a 96" RCP STORM DRAIN 1020.83 Bot OF PIPE -12..-- ------ -------- CONCRETE ENCASEMENT SECTION A -A SANITARY SEWER PLAN AND PROFILE "C" LINE SCALE O. 1"=20 c__ x 0 PROJECT NUMBER & PHASE 0800000744 o' w o- a a z w 0 = U U � z r_') � Z Q z Q z 0 U z 0 x Q 0 z a LL 0 z w a W c � � o 0 x X Q 0 m m 0 O N U U I --I x � ^ U II ^ z w o II L LJJ Q) a J> c ~ a •– c c./7 U L N V) 0 a_ ------------! _ ! _ — -- — — — -- r------------------------------------1------------------------------------r------------------------------------1-------------------------- ----- r----------------- -------- -; -,---------- ----------r--- GUASTI ROAD SANBAG r 1 1 1 1 1 3200 EAST -� 4 J ------------------ ------------------=_ -------------- 1 1 7 0 W 3RD STREET -`-- --�--� 1 SUITE 200 — i SAN BERNARDINO CA 92410 1030 ________________________r________________________________•__________________________________r________________ ________________•_______-. .__________________a__________________________________.________________________________a_________________ __- ________.________________________________a__________________________________4________________ -. 1030 -- J ONTARI09 CAEIFORNIA 91761 1 ' 1- -r- 1 1 1 1 1 1 1 1 ...------------------------------------------------------ ��-w----www-�*-rr - -- -----r------------------ -----------------7---------- - ----- ------------------r--------- -- -----------------------------------------------------r------------------------------------7------------------------ -----------r------------------,------------------------------------------------------r----------------- ------------------ i i i i i 1 ' II i i i i i i 9 1 1 1 1 1 1 1 1 1 1 �RCiPOSED 9 ------------------------- ------ J_.---------------- ------ —-------�_. 1 1 1 1 1 1 1 Ir�1� 1 1 1 1 1 1 1 PROPOS-�D 1 1 1 1 1 1 1 ----- ---- - , - - ; -- -- ; - - ; ---- ; -0,�- ; - - -- - inv -E I ev 1 021 e 58 ; - - - - ; --- ; - - - ; - - -r- ---- -a- - - -�- -- 1 1 1 1 1 1 -- 1 1 1 1 ---- --------------- - ' --- --- - - - ' - -- ' ' 1 1 1 - ---- ---------- WATER LINE � -�- -r - -,- - - -r- 1 1 1 1 1 - - - - - - - - � - - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I SEE -SHEET :DP � 1 1 A 7 1 1 1 1 1 1 1 1 1 1 1 1 020 ---- -,- - -r- ---- -,- - -r- --� -- -r- - - -,- - - -r- ---- --- ---- --- -- f B1� -OTHER--}_ 1 � -;- -,- -r- :.-------------------------------------------------------------------------------------------------------------------------------------------------------------------'------------------'------------------�---------_-'------A------ ..®--__'__---__'-----------------------------------------'---------------------------------_---------------------------------------------------------------------------------------------------------J------------------a------------------L--------------------.. 1 1 1 1 - -- 1 1 1 1 -- ' ------ ' -- - ' ' ' ' ' ' - _________________l______________...________________J_______.............______________l_______________.. ._______________J______. - _ ___________ _______ _____ _______________.J________________. _ --- _____..___L_____________________________________L___________________________________ ________________ _________________ _______________ ________________a ----------------- -----------------4---------------- -- 1 1 1 1 1 1 1 1 1 I1 1 1 ` 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ^' 1 1 1 1 1 1 1 1 1 1 \I 1 1 1 1 1 1 1 1 \ 1 1 1 1 1 1 1 1 1 1 1 1 - 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 /� 1 LI_ -1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 M 1 1 1 1 1 1 f ^ 1 C 1'� 1 ; (b *- T 1 1 1 1 1 1 1 1 Y V 1 � `J 1 Y7 1 1 1 1 1 1 1 1 V 1 1 1 1 1 1 1 1 1 1 1 L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1� 1 O 1 1 1 1 1 1 1 1 O 1 _ 1 1 1 1 1 1 1 `/ 1 + � + � ' ` 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 1 1 1 1 1 1 1 1 1 1 1 W 1 U I` 1 U e 1 1 1 1 1 / I 00 ' ' / 1 1 1 1 1 1 1 1 1 1 1 1 C 1 1 1 1 1 1 M I� 1 1 I� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 u 1 1 1 1 1 1 1 1 1 Z 1 ------------------- co i i i 1 1- 1 V/ 1 1 1, r \/ L.L.1 , , 1 ; , 1 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - ... l _ _ _ _ _ ... _ _ _ ..... _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ l _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 1 , 1 1 1 1 1 1 ; 1 1 1 1 ' 1 1 ; 1 1 1 -------------------------------1----------------------------------r-------------------------------- _I_________________ ___________----- ----- -J`-- _______________ ________________ __________-. ____ _______________ - . --------------J - ---------------- ________________ _______________ _--_____ ___________________--------------`-------------------------------- ________________ ________________ _______________--------------- ________------------ _. 1 1 1 _ _ _r_ �-- � ____ _ ;_ ___ 1 1 , 1 1 _i_ 1 , 1 ; , M 1 1 ; 1 1 1 1 1 1 1 1 1 1 1 1 ------------1 1� 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 � 1 � 1 1 1 1 1 1 1 _ 1 1 LJ 0 1 O 1 1 1 II ' , 1 1 ' 1 1 ' 1 O - 1 1 1 1 1 1 ' V) LENGTH = 174034 S=0°0050- -12; EXTRA STRENGTH -VCP ; HO PR F SCAL r z 20 - -------------''--------------------------------------------------'------------------i---------------------------- ------ ' ' J------------------'------------------'------------------ —------------- '---------------- ' - -- -, - --- - ---------------- r ____ _ ___ �- r 1 1 1 1 1 1 1 1 1 1 1 - 1 Verf -T0 -----------------------------------=----------------------------------------------------;---------------------------------------------------------------- ----- ---------------------------------------;---------------------------------- ;---------------------------- 1 9+00 10+00 11+00 1 2+00 13+00 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800jc001odgn THIS PLAN ACCURATE FOR SANITARY SEWER WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 1020 1010 CONSTRUCTION NOTES: 1� CONSTRUCT 12'' EXTRA STRENGTH V.C.P. TYPE BELL & SPIGOT �2 CONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD DETAIL NO. 2001 SEE SSD -1 �3 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL SHEET SSD -1 702p °3 rOP ?ON OF �c a 96" RCP STORM DRAIN 1020.83 Bot OF PIPE -12..-- ------ -------- CONCRETE ENCASEMENT SECTION A -A SANITARY SEWER PLAN AND PROFILE "C" LINE SCALE O. 1"=20 ' SS -1 PROJECT NUMBER & PHASE 0800000744 N Q Ln 0 N � 0 W w 0 0 J j m Ww a o � z O o O u I O Ll �O a O x 0 LLI m cn o > LLI LLI L > LLI W o' Q 0 x c__ LOWEST MANHOLE STEP SHALL BE x NOT LESS THAN 16" cf) OR 0 z CD w UPPER MANHOLE STEP SHALL BE z II 0 1 FRAME LLI Q NOT o- w z � JOINTS SHALL BE MORTARED. a cn 5. III DIAMETER GALVANIZED IRON STEP OR PLASTIC STEPS PER cn m i LLI m 0 �z w U , U � (n W a Lw = U o U z O x F_ Q F_ 0 r z Q F_ I 0 F_ z w F_ Q w o o 0 x X Q O � � z O m m O O v U �--� X � � U II z w o J � ~ J > ~ ~ a •- c c/7 U L N V) 0 tl CI IDC n (`C nC r`Dnl I KI n 4,_81/411 �NHOLE & COVER 5 �4 2�/85/8 1 1/2 -I c\j 4" ALTERNATE I/4 D CROSS WIRE BEND TO - DOTTED LINE 1/4 /4 r� N 0 '/4" 0 ° co H d0 P S� `\' 0 ° o N ° o 21/21I 13/4Ti rnz �A 1 �A L ALL MANHOLE BOTTOMS ARE POURED IN PLACE USING 560-C-3250 CONCRETE SECTION OF TOP RINGS ( PRE -CAST Re i of Conc ) L O CV 41/811 533/32'' D 1 a 4811 ID 4811 ID -535/16'' Dia JOINT DETAIL Xr.IMrNK.W KKy�►r�Ci[:ZK�]�►1�Ie\'�:���I►��:�I�►��IK�t�]�K�]�►[y�►r�:i[:ZK�]�►1K.� 2. c__ LOWEST MANHOLE STEP SHALL BE x NOT LESS THAN 16" OR 0 3. THE UPPER MANHOLE STEP SHALL BE PLACED BETWEEN THE TOP OF o' MANHOLE AND THE MANHOLE COVER FRAME LLI � = NOT o- 4. ALL JOINTS SHALL BE MORTARED. 5. %4'' DIAMETER GALVANIZED IRON STEP OR PLASTIC STEPS PER a a A-829 ASTM C-4789 ASTM TYPE z w C/O 0 _ SHEET U Q z U � z o No.REMARKS � z LL_ a 3: z Q w a w N w w z 0 U z O x F_ Q F_ 0 r z Q F_ I 0 F_ z w F_ Q w o o 0 x X Q O � � z O m m O O v U �--� X � � U II z w o J � ~ J > ~ ~ a •- c c/7 U L N V) 0 tl CI IDC n (`C nC r`Dnl I KI n 4,_81/411 �NHOLE & COVER 5 �4 2�/85/8 1 1/2 -I c\j 4" ALTERNATE I/4 D CROSS WIRE BEND TO - DOTTED LINE 1/4 /4 r� N 0 '/4" 0 ° co H d0 P S� `\' 0 ° o N ° o 21/21I 13/4Ti rnz �A 1 �A L ALL MANHOLE BOTTOMS ARE POURED IN PLACE USING 560-C-3250 CONCRETE SECTION OF TOP RINGS ( PRE -CAST Re i of Conc ) L O CV 41/811 533/32'' D 1 a 4811 ID 4811 ID -535/16'' Dia JOINT DETAIL Xr.IMrNK.W KKy�►r�Ci[:ZK�]�►1�Ie\'�:���I►��:�I�►��IK�t�]�K�]�►[y�►r�:i[:ZK�]�►1K.� 2. THE LOWEST MANHOLE STEP SHALL BE PLACED NOT LESS THAN 16" OR MORE THAN 24'' ABOVE SHELF. 3. THE UPPER MANHOLE STEP SHALL BE PLACED BETWEEN THE TOP OF THE MANHOLE AND THE MANHOLE COVER FRAME AND SHALL PROJECT � = NOT MORE THAN 3'' INSIDE MANHOLE. 4. ALL JOINTS SHALL BE MORTARED. 5. %4'' DIAMETER GALVANIZED IRON STEP OR PLASTIC STEPS PER w J ASTM A-829 ASTM C-4789 ASTM TYPE II GRADE 43758. 301/, 301/211 #4 BAR 12" O.C. CONCRETE ENCASEMENT DETAIL SANITARY SEWER QUANTITIES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 214 624 S—u-� h ct --- 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 SOON c �� ANN CHEAH - z w No. 52143 �'\Exp CIVIL P l ATF oF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 STANDARD CAST IN PLACE MANHOLE BOTTOM FOR SEWER MANHOLE DETAIL THIS PLAN ACCURATE FOR SANITARY SEWER WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800jc001 odgn IS IN INCHES SANITARY SEWER DETAILS NO SCALE UNIT 2232 PROJECT NUMBER & PHASE SSD -1 0800000744 N Q o � N � 0 W w O O J --- j a- LLI LL] Q� o� z O o 0 u Ll0 Ll O a O w � = z w > ~ a :2 w w J J z C/O p SHEET U � F --U Q z STATIONwLlicn No.REMARKS 3: w a w N w w w LF LF EA 71 Lt ''C'' 36+94.61 to 83.04' Rt ''C'' 37+80.66 174.34 30' 1 ENCASEMENT UNDER PROPOSED 96'' RCP STORM DRAIN SSP -1 .50' TOTAL 1 174.34 1 30' 1 STANDARD CAST IN PLACE MANHOLE BOTTOM FOR SEWER MANHOLE DETAIL THIS PLAN ACCURATE FOR SANITARY SEWER WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800jc001 odgn IS IN INCHES SANITARY SEWER DETAILS NO SCALE UNIT 2232 PROJECT NUMBER & PHASE SSD -1 0800000744 N Q o � N � 0 W w O O J --- j a- LLI LL] Q� o� z O o 0 u Ll0 Ll O a O x a w m I (n Q 0 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS NOTES: LEGEND PROTECT IN PLACE 08 SBd 10 12.3/14.1 21 5 624 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SCG SOUTHERN CALIFORNIA GAS Efl REMOVE INTERFERING PORTIONS SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE° ATT/PB AT&T PAC BELL 09/08/11 FESSI SCE SOUTHERN CALIFORNIA EDISON ❑C TO BE ABANDONED/RELOCATED/REMOVED (BY OWNER) REGISTERED CIVIL ENGINEER DATE 20 LOCATION OF UTILITY FACILITIES SHOWN ON THESE PLANS ARE TWT TW TELECOM OF CALIFORNIA STEVEN APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TWC TIME WARNER CABLE F21 TO BE ABANDONED/RELOCATED/REMOVED (BY CONTRACTOR) B FRISSON 09/08/11 TO CONSTRUCTION° KM KINDER MORGAN E) w No. C421 10 PLANS APPROVAL DATE m � � FW FONTANA WATER Efl THE sTATE of cA�IFOPNIA oR ITs oEFICERs ADJUST TO GRADE (BY CONTRACTOR) EXp03/31 /12 � 3. ALL ELEVATIONS SHOWN REFER TO THE TOP OF PIPE ELEVATIONS FONT CITY OF FONTANA OR ACENTS SHALL Nor aE RESPONSIBLE FOR �, CIVIL UNLESS OTHERWISE INDICATED. L3C LEVEL 3 COMMUNICATIONS XX CONFLICT TABLE NUMBER THE ACCURACY OR COMPLETENESS OF SCANNED y��o� AL 1F0 COPIES OF THIS PLAN SHEET BIRGE ENGINEERING, INC. SANBAG XX POTHOLE NUMBER 600 No MOUNTAIN AVE., B204 1170 W 3RD STREET UPLAND, CA 91786 SAN BERNARDINO, CA 9241 I 3 'Ie------------ _ -- -----, -- -- --- W ----------------- >' ---------------- Q ------- ------ --- - - ------ ------ ----- ---- ----- ---- ---- -- -- ---- -------------- -------- --- 1 1 8" SEWER (FONT) _ �' /`------------- -- -- - -- - -- - - - ---- --- ----- -- _ - ----------� - -- --- --- --- -----------� - - -- -- -- �---- --- - -- ---= -- - ------------------ - ••_� n h - o - -- Q\ -' - ----- --1-------- ----------------------- ------- ----- ------ - ---- -- - \` ------------------------- ---J 14:11 UG TELEPHONE (ATT/PB) -- --------- ---------- ----------- ---- OH ELECTRICAL (SCE) ASPH i ASDLJ om O w m i Q - - ---- ---- -- o --- -- --- - - ---- --(Oil - - -- CD �— Qw w - e — - e o h Kms— - e o h - I -- ` ;�'�� - - - - -- - - - ---------------- u -- ---------------------------------- ----- - ------------------------ -------- - --------------- x - - - - - - - - - - - - I - / O Ch',4NNEL v- - - - �� ��--------- - -------------------------------------- ---------------- O w z ---- -------- -' � �_--` �Yr --� --�--------- - - J E EE T ------- - U�-- DENSE TREES DESE TREE - a - ---- UB J ��Ln o------------ - --- -- - - U D I �U) A_�. �� — - ��� zASPH - --------------------- WB Rte (9 �0QQ m - SBD - 10 I-- — C3 z 8" WATER/12-" CASIN-G- (FW) - ' - 1 8— EWER/M" CASING (FONT) w Lu A -01 CON I 0{�- A _ — 2 3 4 w Lu - — - _ _ INE g 9 660 1 Q � 6 5 6 1 0 L 7 LLJ 1 2 3 4 -- - z Lu o -- EB Rte 10 - ------ ---- -- - O N C Z CO RC --- SBD - 10 - - ASPH - o 7�; 777 IF u- —4e f-e— V-) E R /W z �, -- — —fo — — --��— _--- UP RR — f o �B T - - U -E UP RR- -- -C -_--�_ ----- - -T� — = O V - �� -� - Q 0 w 16'' FUEL (KM) c 0 Q NOTE: SEE PLANS LABELED "CHERRY AVE. & SLOVER AVE. IN THE VICINITY o 3:Z OF INTERSTATE I-1 0-FONTANA CA" JOB NO. 231 41 5_ 0.01 FOR O m �' 9 9 9 oma' UNDERGROUND UTILITY RELOCATION WORK TO BE PERFORMED BY CONTRACTOR. B AS) PH Ln U LL x � U II E 0 II LD N ~ Q J ~ (� U L N N n a - BORDER LAST REVISED 7/2/2010 USERNAME=>cdrake DGN FILE => 846800ka001odgn THIS PLAN FOR UTILITY INFORMATION ONLY RELATIVE BORDER SCALE — IS IN INCHES UNIT 2232 UTILITY KLAN SCALE: 1 "=50' PROJECT NUMBER & PHASE 0800000744 01011 x 0 w m I Y) Q 0 om w m Q LL] o J z w CD u- w Qw U 0 U ------------------------------------------------------------ -------- - - - - -- - -----C Q�LC------------------------ ---------------------- - 0 I 0 -A S P -H------ ----------------------------------------------- ----------------------------------------------------------C 0 N C------------------- ------------------------ ---------------------- ----------- -------------------------------------- ---------------- (E) R/W -------------- O 0 ----------- OO ------ -- -- -- ------------- - -- - -- ---------------- r i ------ R SJ - - - H �I --- --- ---- - -------- CO :7-- ---- - -- - --- - - --- - - ----------------- I- /O Ch',4N1/EL -- - - - - - - - - - — - - - ------ ------------------------ --- --- -- -- -- --- --- - --0 — ---------- -- -�"FE - --------------------------------- -- - -- DENSE T R E S TREES TREES I �, z Dist COUNTY ROUTE POST MILES SHEET TOTAL --- o n Ln CONC - w �d- + I TOTAL PROJECT No. SHEETS NOTES: L.L.(D =D- O L °D 665 6 7 z'-- 108 SBd 10 12.3/14.1 21 6 624 1. FOR ACCURATE RIGHT OF WAY AND ACCURATE ACCESS DATA, Q W SBD - 10 CONC z w --- w �u� SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE. = 0 09/08/11 eRnFEssloO REGISTERED CIVIL ENGINEER DATE 20 SEE SHEET U-1 FOR LIST OF ABBREVIATIONS. �a w STEVEN C B FRISSON 09/08/11z C421 1 0 PLANS APPROVAL DATE � No. EXp03/31 /12 Q THE STA TE OF C% L IFORNIA OR I TS OFFICERS V C I I LLE O'_� r OR AGENTS SHALL NOT BE RESPONSIBFOR v_ w THE ACCURACY OR COMPLETENESS OF SCANNED of cAL 1F0 o COPIES OF THIS RL AN SHEET BIRGE ENGINEERING, INC. SANBAG �x X Q 600 No MOUNTAIN AVE., B204 1170 W 3RD STREET C �' z UPLAND, CA 91786 SAN BERNARDINO9 CA 92415 ------------------------------------------------------------ -------- - - - - -- - -----C Q�LC------------------------ ---------------------- - 0 I 0 -A S P -H------ ----------------------------------------------- ----------------------------------------------------------C 0 N C------------------- ------------------------ ---------------------- ----------- -------------------------------------- ---------------- (E) R/W -------------- O 0 ----------- OO ------ -- -- -- ------------- - -- - -- ---------------- r i ------ R SJ - - - H �I --- --- ---- - -------- CO :7-- ---- - -- - --- - - --- - - ----------------- I- /O Ch',4N1/EL -- - - - - - - - - - — - - - ------ ------------------------ --- --- -- -- -- --- --- - --0 — ---------- -- -�"FE - --------------------------------- -- - -- DENSE T R E S TREES TREES I �, 0 FI. - - USERNAME=>cdrake DGN FILE => 846800ka002odgn 3GAS (ABAND o) ( SCG) WB Rte 10 Q0 1 " 1-10 L ISI E 3 4 a 670 ' CONC EB Rte 10 I - -(E) R/w --- 0=NIVI I IFI( - LIP RR 16' FUEL (KM) 0 --O n Ld X w < Q a z �, m THIS PLAN FOR UTILITY INFORMATION ONLY RELATIVE BORDER SCALE - IS IN INCHES UNIT 2232 SBD - 10 675 6 ATPF Air, - - - SBD - f F) fel 1 0 ------- ASPH O O O O + I'— I aw i-- w zLLJ '—' L1J J u� I— a iE ISI o � � o0 o �N oa 00 ww 00 UTILIT A N w__j Q o � z O SCALE: 1 "=50' R o Oiw ama O U-2 I 0 PROJECT NUMBER & PHASE 0800000744 z Q a S---------- - -- ----------------------- 77 z O --- o n Ln CONC - w �d- + I SBD - 10 L.L.(D =D- O L °D 665 6 7 z'-- � P- ,� ASPH LLJ `1 _ Q W SBD - 10 CONC z w --- w �u� ASPH = 0 U 0 FI. - - USERNAME=>cdrake DGN FILE => 846800ka002odgn 3GAS (ABAND o) ( SCG) WB Rte 10 Q0 1 " 1-10 L ISI E 3 4 a 670 ' CONC EB Rte 10 I - -(E) R/w --- 0=NIVI I IFI( - LIP RR 16' FUEL (KM) 0 --O n Ld X w < Q a z �, m THIS PLAN FOR UTILITY INFORMATION ONLY RELATIVE BORDER SCALE - IS IN INCHES UNIT 2232 SBD - 10 675 6 ATPF Air, - - - SBD - f F) fel 1 0 ------- ASPH O O O O + I'— I aw i-- w zLLJ '—' L1J J u� I— a iE ISI o � � o0 o �N oa 00 ww 00 UTILIT A N w__j Q o � z O SCALE: 1 "=50' R o Oiw ama O U-2 I 0 PROJECT NUMBER & PHASE 0800000744 z Q o � x Q z Q 0 z w Q r w o CL �x X Q C �' z O m o� Lc)u o x � � U I I E 0 II LD J N ~ Q ~ Q •-c U L N cr> N n a - BORDER LAST REVISED 7/2/2010 0 FI. - - USERNAME=>cdrake DGN FILE => 846800ka002odgn 3GAS (ABAND o) ( SCG) WB Rte 10 Q0 1 " 1-10 L ISI E 3 4 a 670 ' CONC EB Rte 10 I - -(E) R/w --- 0=NIVI I IFI( - LIP RR 16' FUEL (KM) 0 --O n Ld X w < Q a z �, m THIS PLAN FOR UTILITY INFORMATION ONLY RELATIVE BORDER SCALE - IS IN INCHES UNIT 2232 SBD - 10 675 6 ATPF Air, - - - SBD - f F) fel 1 0 ------- ASPH O O O O + I'— I aw i-- w zLLJ '—' L1J J u� I— a iE ISI o � � o0 o �N oa 00 ww 00 UTILIT A N w__j Q o � z O SCALE: 1 "=50' R o Oiw ama O U-2 I 0 PROJECT NUMBER & PHASE 0800000744 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS POTHOLE LOCATION TABLE 08 SBd 10 12.3/14.1 21 7 624 POTHOLE # UTILITY NORTHING EASTING NOTES UTILITY SURFACE DEPTHELEVo ELEV. 09/08/11 ROFEssIo REGISTERED CIVIL ENGINEER DATE tae Nq<' x 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, R14 FO - L3COM 1 8465890451 671 51 390000 1015.36 1015.36 4075 STEVEN SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE° B FRISSON R15 FO - L3COM 18466030069 6715545°578 1017031 1017031 3083 09/08/11 w C42110 m 2 SEE SHEET U-1 FOR LIST OF ABBREVIATIONS° PLANS APPROVAL DATE NEXp03/31/12 R 1 6 FO - L3COM 18466130871 6715799.647 1016049 1019.99 3050 ETHE STA TE OF CAL IFORNIA CR ITS OFFICERS OR AGENTS SHAL L NOT BE RESPONSIBLE FOR \ :a C I V I L THE ACCURACY OR COMPLETENESS OF SCANNED \TF OF o���P R1 6A FO - L3COM 1 84661 20806 671 5773.354 1015.66 1018066 3000 CORIES OF THIS RLAN SHEET cA IF BIRGE ENGINEERING, INC. SANBAG 600 No MOUNTAIN AVE., B204 1170 W 3RD STREET a UPLAND, CA 91786 SAN BERNARDINO, CA 9241(- w m cn OH ELECTRICAL (SCE) w w � Q ° PRIVATE LIGHT POLE Y - RIVATE LIGHT POLE C 01 4 POLE #2332054E C 012 OLE #2016783E e OH ELECTRICAL (SCE) !. w H ELECTRICAL SCE �9 O� 6" WATER (FW) -- RANSo POLE (SCE) �x x A 01)1j POLE #E1863158E ' I o ---- ------ 2 ---- ---- - GAS (SCG) x x O�fHTELEPHONE (ATT/PB / 6> JOINT TRANS. POLE (SCE) x x ---, lid x x �---� � ----- ---- --- - 1 2 " WATER (F W) A 01 0 CAN - POLE #W18 3157E - x x � _- - -- 690 vp 9 ---- - OH E L E C� R I �A L ---(SCE) _--------- om >- n�Ir -LLI _ I m - EK8 ------- � JOINT POLE SCE----- � �;, Jz w - (E) R/W POLE #1265550E Q -_ CD i Q w - ----- 6 -- <o - - �, --- - - $5 �� 0" EINE 0 CTRICAL (SCE) � - _� __---- ---- i PE - - / 0' – — -- - -- -- ------ — --- --=1- ----------- - - q - - x------ I- /0 CH%/1NEL _ 8 zLLI O —�- - - ---------------- H - .� - r _ TELEPHONE -(TWT) � o - ---------- ------ - - --------------------- -5-----o_ - — -ffi- z -2--- -;;A�� SINE -- o `l + Ln ------------------------------------------------------------------------------�� - -- - - - ------------o R -t- e ------W - - -- - 6 I -_FCTRICAL (SCE) ---------- - m -- - - -- -- -- -- CD -- z 690 D Lu > -s.�. -� LL -6 - - w _ ---- -- g5 --- P ------ Q W - - " 1-21 0" L I N E ---- �, \ 6 8 0 ------ --- --- -- -- Q = 8 9 to � 0 685 --------® � BRUSH o Ln B R - - -- �� — - q E — m f 0-1 f o o w 112 3 _ ° —690 w o z _ wo „BEINE - ° 9 a f � — z - g - Ln ►- - 6 9 680 3 85 R3 NE _ 'r' w z ---- --- ° oo rn D v �� f o — � I— R 1 5 _ �-- x Q - �� _ _ ® - - Q Q LLJ f®® O J V � 0----------� R1 �\� � _— --- - uH RR z��= — R14 Q (E) R/W - IC L3C - - +— UP RRN I ON ® c� 16'' FUEL -Al ' o -- __--0�—�h - --° �,-� +- F0 HAND H0 E (L3C) o - ' A 017 - i�� - JOINT TRANS. o POLE ( SCE) F AND HOLE L3C) o \ IF I A 018 TRANS. POLE SCE J I 0 �x Q X 0 3: Z 0 m 0 O F-- Ln U F� X � � U II 0 z W II D L Q J— ~ c (� U L N N n a - BORDER LAST REVISED 7/2/2010 USERNAME=>cdrake DGN FILE => 846800ka003odgn THIS PLAN FOR UTILTIY INFORMATION ONLY RELATIVE BORDER SCALE - IS IN INCHES UNIT 2232 UTILITY PLAN SCALE. 1"=50' PROJECT NUMBER & PHASE 0800000744 N � oLn N N o0 0 �N o0 F, -)LD 00 LL W 00 --j J W W Q o � �o '�> of —3 w o oI J 0 NOTES x 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE° x 2 SEE SHEET U-1 FOR LIST OF ABBREVIATIONS° 1, 0D xx x x xx xx -------s--------- x n � m o w w = 1 C( I- L - - _e'-Fv - L w 0 m V) x ~ i Q >' w z w � c 1, 0D xx x x xx xx -------s--------- x M om w Q 0 �z n Q W � m o w w = 1 C( I- L - - _e'-Fv - L o un 0 x ~ i Q w z 3 4 � c o --9 Lu -gam- z � �n z e m - —�� =-- - ----- --- - z z w (Z w z Q LLJ V) /\ LL O 0 U z BORDER LAST REVISED 7/2/2010 USERNAME=>cdrake DGN FILE => 846800ka004odgn MATCH LINE STA 23+50000 SEE SHEET U-5 THIS PLAN FOR UTILITY INFORMATION ONLY RELATIVE BORDER SCALE IS IN INCHES 10..1 \ Jl.'L / --_ UNIT 2232 Dist COUNTY ROUTE 08 SBd 10 POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 12.3/14.1 21 8 624 REGISTERED CIVIL ENGINEER 09/08/11 09/08/11 - QRSFESSIo �a DATE q� STEVEN B FRIESON z PLANS APPROVAL DATE No. 03/ 1 10 EXp.- /12 THE STA TE OF C% L IFOPNIA OR I TS OFFICERS C IVI L OR AGENTS SHAL L NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED ATF OF CAL 1F0�� COPIES OF THIS PLAN SHEET BIRGE ENGINEERING, INC. SANBAG 600 No MOUNTAIN AVE., B204 1170 W 3RD STREET UPLAND, CA 91786 SAN BERNARDINO, CA 92410 --J-0INT POLE (SCE) POLE #4445250E OH ELECTRICAL (SCE) ----F- -- Z 7 0 x ~ Q (Z �n z Q (Z /\ LL O z W G Q i Z 0 U � c � - Q x _ O on (z O F -- Q Ln U F� x Q U E o z II D L ~ Q JN ~ (� U L N N n a - BORDER LAST REVISED 7/2/2010 USERNAME=>cdrake DGN FILE => 846800ka004odgn MATCH LINE STA 23+50000 SEE SHEET U-5 THIS PLAN FOR UTILITY INFORMATION ONLY RELATIVE BORDER SCALE IS IN INCHES 10..1 \ Jl.'L / --_ UNIT 2232 Dist COUNTY ROUTE 08 SBd 10 POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 12.3/14.1 21 8 624 REGISTERED CIVIL ENGINEER 09/08/11 09/08/11 - QRSFESSIo �a DATE q� STEVEN B FRIESON z PLANS APPROVAL DATE No. 03/ 1 10 EXp.- /12 THE STA TE OF C% L IFOPNIA OR I TS OFFICERS C IVI L OR AGENTS SHAL L NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED ATF OF CAL 1F0�� COPIES OF THIS PLAN SHEET BIRGE ENGINEERING, INC. SANBAG 600 No MOUNTAIN AVE., B204 1170 W 3RD STREET UPLAND, CA 91786 SAN BERNARDINO, CA 92410 --J-0INT POLE (SCE) POLE #4445250E OH ELECTRICAL (SCE) ----F- -- W — ---- ----- 7 �— (E) R/W UG TELEPHONE (ATT/PB) ------------------- ----------- ITY PLAN SCALE: 1 II=50' PROJECT NUMBER & PHASE N � O N N 'q- � o0 00 Ln II II W W 00 0 -a - w w Q a � zoi 0 U —4 O w � O i � I i a 0 0800000744 x x NOTES 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE. 2 SEE SHEET U-1 FOR LIST OF ABBREVIATIONS. a w m I (n 1, 0D xx x x xx xx -------s--------- o m w Q � �z Q w > m o w = 1 L ------ -= _ V - L �-------------------- POST MILES O i TOTAL PROJECT a' Q w z 3 _ 4 � c O w -9 1 --9 z � - f oW f eR°Fsslo��l REGISTERED CIVIL ENGINEER DATE o m - z z w z 09/08/11C421 1 0 LL No. PLANS APPROVAL DATE � EXp03/31 /12 z Q LLJ OR AGENTS SHAL L NOT BE RESPONSIBLE FOR % ATF Q THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL 1F' COPIES OF THIS PLAN SHEET BIRGE ENGINEERING, INC. T. 77 J o UPLAND, CA 91786 v ol 1 BORDER LAST REVISED 7/2/2010 USERNAME=>cdrake DGN FILE => 846800kc005odgn MATCH LINE STA 23+50000 SEE SHEET U-5 THIS PLAN FOR UTILITY INFORMATION ONLY RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 z COUNTY � POST MILES O x TOTAL PROJECT No. SHEETS Q SBd 10 12.3/14.1 21 9 624 09/08/11 E eR°Fsslo��l REGISTERED CIVIL ENGINEER DATE o STEVEN B FRIESON z 09/08/11C421 1 0 No. PLANS APPROVAL DATE � EXp03/31 /12 z � � THE STATE OF C% L IFORNIA OR I TS OFFICERS C I V I L OR AGENTS SHAL L NOT BE RESPONSIBLE FOR % ATF Q THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL 1F' COPIES OF THIS PLAN SHEET BIRGE ENGINEERING, INC. SANBAG 600 No MOUNTAIN AVE., B204 1170 W 3RD STREET UPLAND, CA 91786 SAN BERNARDINO, CA 92410 ol X w O F-- -7' w Q w 0 Q h o m o O F-- Ln U F� x Q U E o z II LD N Q J ~ c (� U L N N n a - BORDER LAST REVISED 7/2/2010 USERNAME=>cdrake DGN FILE => 846800kc005odgn MATCH LINE STA 23+50000 SEE SHEET U-5 THIS PLAN FOR UTILITY INFORMATION ONLY RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 FONT) --L--- i I ----- --- =----- C n - ----F- -- w = ---- --- 71 v 6 7 (E) R/W _10'' HP GAS (SCG) 065 A X- ------------- ---- ITY PLAN SCALE: 1 ''=50' PROJECT NUMBER & PHASE o 00 N� � o0 00 �Ln a o w w 00 -J J 0- a - w w Q a � zoi O U -4b I i err o 0 � I i "r O li 0800000744 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 21 9 624 09/08/11 E eR°Fsslo��l REGISTERED CIVIL ENGINEER DATE o STEVEN B FRIESON z 09/08/11C421 1 0 No. PLANS APPROVAL DATE � EXp03/31 /12 � � THE STATE OF C% L IFORNIA OR I TS OFFICERS C I V I L OR AGENTS SHAL L NOT BE RESPONSIBLE FOR % ATF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL 1F' COPIES OF THIS PLAN SHEET BIRGE ENGINEERING, INC. SANBAG 600 No MOUNTAIN AVE., B204 1170 W 3RD STREET UPLAND, CA 91786 SAN BERNARDINO, CA 92410 ol FONT) --L--- i I ----- --- =----- C n - ----F- -- w = ---- --- 71 v 6 7 (E) R/W _10'' HP GAS (SCG) 065 A X- ------------- ---- ITY PLAN SCALE: 1 ''=50' PROJECT NUMBER & PHASE o 00 N� � o0 00 �Ln a o w w 00 -J J 0- a - w w Q a � zoi O U -4b I i err o 0 � I i "r O li 0800000744 NOTES x 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE° 2 SEE SHEET U-1 FOR LIST OF ABBREVIATIONS° o I (n Q 0 SBD- EB D P-,-te 10 3 n2� �— Ld u� u� om (R2) 0 QWo ROUTE O x Jz w o' w a Q o CD z z O w Q o U) Ln VLLJ x x x x _j + w LLJ U x x x x FUEL - KM tae uo u U u� x x X x X I— Q Q W �— Ld u� u� om (R2) 0 119 MATCH LINE STA 31+50-00 SEE SHEET U-6 1114 4 . 1 6 9(5 -. m R3�� LINE 4 ASPH FO HAND HOLE (L3�C) rO 1 9 A QWo ROUTE --p 00 Jz w __— Q o CD z SBd w Q o U) 624 VLLJ 18465420016 w ---- --- U Qw rr, FUEL - KM tae uo u �u x w m 18465450226 C421 1 0 0 Lij 20'' FUEL (KM) 119 MATCH LINE STA 31+50-00 SEE SHEET U-6 1114 4 . 1 6 9(5 -. m R3�� LINE 4 ASPH FO HAND HOLE (L3�C) rO 1 9 A �-1 I o C 083 6'' WATER/12' CASING (FW) z w Er ROUTE w 00 w - DEPTH Q n � z SBd w Q o U) 624 VLLJ 18465420016 67162670143 ASPH U Q z rr, FUEL - KM tae 0 � �u + w m 18465450226 C421 1 0 u Lij 20'' FUEL (KM) CL z z = - 8 6 _ - – - A - lil R6 x X Q SANBAG UNION PACtIFIC 0 3: Z Lu Om �� 16-U E -L -K M-) - 1017005 u, 0 z V) A F-- Ln U Q 1024077 4000 X FO - L3COM 18465250529 67163650993 � U f0 f0 R10 II 0 - --f o --- -fes— E o R11 _0 z q) z 1019008 1023033 II 0 FUEL - KM 18465310999 LD N Q q cn) c1l J ~ 18465310999 z c (� 9025 0 U L N 18466270746 x Q N n a - 13008 0 cry z Q �-1 I o C 083 6'' WATER/12' CASING (FW) z w BORDER LAST REVISED 7/2/2010 1 I{ 6 5 S 6 7 "B" LINE 8SBD SBS �--10 9-- 700-- 7 0 0 -- 700--700 011 LINE 8 1'5" WATER/20" C S NG- FW) 082 C 6 A 7 ®R 5" LINA .. o I ROUTE w 00 UTILITY ELEV. - DEPTH Q (Z _ SBd w Q w 624 VLLJ 18465420016 67162670143 09/08/11 U w I FUEL - KM tae o STEVEN �u + w FUEL - KM 18465450226 C421 1 0 1019012 Lij 20'' FUEL (KM) CL = v O r- = - 8 6 _ - – - A - COPIES OF THIS PLAN SHEET R6 x X Q SANBAG UNION PACtIFIC 0 3: Z F—w Om �� 16-U E -L -K M-) - 1017005 u, 0 O 0 085 A F-- Ln U _ 1024077 4000 X FO - L3COM 18465250529 67163650993 � U f0 f0 R10 II 18465280182 - --f o --- -fes— E o R11 _0 z q) 67165760052 1019008 1023033 II W FUEL - KM 18465310999 LD N Q q cn) c1l J ~ 18465310999 67165780100 c (� 9025 R13 U L N 18466270746 67165730827 1013006 N n a - 13008 BORDER LAST REVISED 7/2/2010 1 I{ 6 5 S 6 7 "B" LINE 8SBD SBS �--10 9-- 700-- 7 0 0 -- 700--700 011 LINE 8 1'5" WATER/20" C S NG- FW) 082 C 6 A 7 ®R 5" LINA .. !1 T o I ROUTE w 00 UTILITY ELEV. - DEPTH Q No. SHEETS _ SBd w o w 624 VLLJ 18465420016 67162670143 09/08/11 U Z I FUEL - KM tae J STEVEN �u + !1 T DENSE R E E S 7UT�N ` -�-- BiEI� YIC (L3C) 084 C 0 15" IWAl ER (FW) a037 CONC I (E) R/W WATER VALVE (S) (FW 087 F id 0 v LL CONC -- 0 ------------w � ) o J II ----- 7-1 OH ELECTRICAL (SE)_q (E) [D /W d/� i X — - - -(oh) g i BOYLE AVE BOYLE AVE A PH 2" GAS (SCG) 1i1 / 5 1Al - VV � YY - X X Dist COUNTY ROUTE 0 00 UTILITY ELEV. - DEPTH O No. SHEETS _ SBd w o 220 624 FUEL - KM 18465420016 67162670143 09/08/11 1021001 ( zo0E- FUEL - KM tae 67163680265 STEVEN � + w FUEL - KM 18465450226 C421 1 0 1019012 Lij 20'' FUEL (KM) - -E - - = v O r- = - 8 6 _ - – - A - COPIES OF THIS PLAN SHEET R6 �- 18465470205 SANBAG UNION PACtIFIC RIAILROAD 1170 W 3RD STREET F—w SAN BERNARDINO, CA 9241 �� 16-U E -L -K M-) - 1017005 u, U) R8 0 085 A 67165450223 1020077 1024077 4000 R9 FO - L3COM 18465250529 67163650993 1017075 f f0 f0 R10 FO - L3COM 18465280182 - --f o --- -fes— 1023055 3067 R11 _0 18465270841 67165760052 1019008 1023033 --p DIRT -- -- --- - - FUEL - KM 18465310999 67165780100 -1= -I B€ -R -O PTI-.0 L3 -C -} q cn) c1l R12b WATER - FW 18465310999 67165780100 DENSE R E E S 7UT�N ` -�-- BiEI� YIC (L3C) 084 C 0 15" IWAl ER (FW) a037 CONC I (E) R/W WATER VALVE (S) (FW 087 F id 0 v LL CONC -- 0 ------------w � ) o J II ----- 7-1 OH ELECTRICAL (SE)_q (E) [D /W d/� i X — - - -(oh) g i BOYLE AVE BOYLE AVE A PH 2" GAS (SCG) 1i1 / 5 1Al - VV � YY - X X Dist COUNTY ROUTE POST MILES SHEET TOTAL UTILITY ELEV. SURFACE ELEV. DEPTH TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 220 624 FUEL - KM 18465420016 67162670143 09/08/11 1021001 ROFEssIo REGISTERED CIVIL ENGINEER DATE Nq� FUEL - KM tae 67163680265 STEVEN 1021092 B FRISSON 09/08/11z FUEL - KM 18465450226 C421 1 0 1019012 1022020 PLANS APPROVAL DATE No. EXp03/31 /12 THE STA TE OF C% L IFORNI,4 OR I TS � OFFICERS C I V I L OR AGENTS SHAL L NOT BE RESPONSIRL E FOR =�� �P THE ACCURACY OR COMPLETENESS OF SCANNED of CAL 1=0 COPIES OF THIS PLAN SHEET R6 BIRGE ENGINEERING, INC. 18465470205 SANBAG 600 No MOUNTAIN AVE., B204 1024014 1170 W 3RD STREET UPLAND, CA 91786 FUEL - KM SAN BERNARDINO, CA 9241 POTHOLE LOCATION TABLE POTHOLE # UTILITY NORTHING EASTING UTILITY ELEV. SURFACE ELEV. DEPTH R1 FUEL - KM 18465330834 67162670111 1016023 1020081 4058 R2 FUEL - KM 18465420016 67162670143 1017076 1021001 3025 R3 FUEL - KM 18465340689 67163680265 1017075 1021092 4017 R4 FUEL - KM 18465450226 67163690185 1019012 1022020 3008 R5 FUEL - KM 18465360021 67164430531 1016091 1023074 6083 R6 FUEL - KM 18465470205 67164430977 1021014 1024014 3000 R7 FUEL - KM 18465340350 67165440458 1017005 1023063 6058 R8 FUEL - KM 18465500336 67165450223 1020077 1024077 4000 R9 FO - L3COM 18465250529 67163650993 1017075 1021042 3067 R10 FO - L3COM 18465280182 67164480608 1019088 1023055 3067 R11 FO - L3COM 18465270841 67165760052 1019008 1023033 4025 R12a FUEL - KM 18465310999 67165780100 1017°01 1023018 6017 R12b WATER - FW 18465310999 67165780100 1013093 1023018 9025 R13 WATER - FW 18466270746 67165730827 1013006 1026014 13008 'WATER (FW) l� 16' 088EA � R 1 rUTILITY PLAN MATCHLINE STA 23+50,00 SCALE: 1"=5t' SEE SHEET U-4 USERNAME=>cdrake DGN FILE => 846800kc006odQ THIS PLAN FOR UTILITY INFORMATION ONLY RELATIVE BORDER SCALE - IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000744 N � o� NLD o0 � oa r Ln II II LL W 00 --j J w w Q o� z 0 0 I u -5 :> 0w 0 � I I 0 J 0 x x om w m LL] a Jz w �C w w Q (-) o z 0 U) w w m z w w V) K i /-N -r r- c- a FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE° SEE SHEET U-1 FOR LIST OF ABBREVIATIONS. OH ELECTRICAL (SCE) OH TELEPHONE (TWT) OH ELECTRICAL (SCE) OH ELECTRICAL (SCE) PED. BOX (ATT/PB) PRIVATE LIGHT POLEI , POLE #4196070 �LECTRICAL (SCE) WATER VALVE(S) (FW�- OH ELECTRICAL (SC R /W— 4058-E OH ELECTRICA -- - USERNAME=>cdrake DGN FILE => 846800ka007odgn MATCH LINE STA 40+00.00 SEE SHEET U-7 MATCH LINE STA 31+50.00 SEE SHEET U-5 POTHOLE LOCATION TABLE z UTILITY NORTHING EASTING UTILITY ELEV. SURFACE ELEV. DEPTH x FONTANA WA 18471410443 67165610994 1016067 1030034 13067 0 FONTANA WA 18470840418 67165630210 Z 0 1034066 19008 Q � � Q w o �J U I �x X Q 0 3: Z 0 m 0 O FI Ln U F� X � � U I I E i w 0 II LD J N ~ Q ~ Q •-c U L N cn N 0 a- BORDER LAST REVISED 7/2/2010 PED. BOX (ATT/PB) PRIVATE LIGHT POLEI , POLE #4196070 �LECTRICAL (SCE) WATER VALVE(S) (FW�- OH ELECTRICAL (SC R /W— 4058-E OH ELECTRICA -- - USERNAME=>cdrake DGN FILE => 846800ka007odgn MATCH LINE STA 40+00.00 SEE SHEET U-7 MATCH LINE STA 31+50.00 SEE SHEET U-5 POTHOLE LOCATION TABLE POTHOLE # UTILITY NORTHING EASTING UTILITY ELEV. SURFACE ELEV. DEPTH R3 FONTANA WA 18471410443 67165610994 1016067 1030034 13067 R4 FONTANA WA 18470840418 67165630210 1015058 1034066 19008 THIS PLAN FOR UTILITY INFORMATION ONLY RELATIVE BORDER SCALE - IS IN INCHES UNIT 2232 - r - LE _(;SCE) 32644E o o° I - R/W X cb O / I �0 +00 0= Qw w cn = _z W L1J u/ U a Dist COUNTY ROUTE 08 SBd 10 St_ nn /An /1 1 POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 1203/1401 221 624 09/08/11 QROFEssIoN DATE STEVEN B FRISSON w No. C421 10 m _... - ... -- .... _ EXp03/31 /12 THE STA TE OF C% L IFORNIA OR I TS OFFICERS CI V IL OR AGENTS SHALL NOT BE RESPONSIBLE FOR � �P THE ACCURACY OR COMPLETENESS OF SCANNED � TF of cAL 1o0 COPIES OF THIS RL AN SHEET BIRGE ENGINEERING, INC. SANBAG 600 No MOUNTAIN AVE., B204 1170 W 3RD STREET UPLAND, CA 91786 SAN BERNARDINO, CA 9241 UTILITY PLAN SCALE: 1 II=50' PROJECT NUMBER & PHASE 0800000744 mmm z N� oM N� o0 �a LD LL00 Lw W 00 --j J a- a - LL W Q o � z 0 0 L I 0iw 0 � � I 0 01011 x X -- - -- ---- - -------------- NOTES: -----_N0TES ---- -- --- - --- ---- 0 II �— --D 10 FOR COMPLETE RIGHT OF AY AND ACCURATE ACCESS DAT11 J ' ASPH SEE RIGHT OF WAY RECOR MAPS AT THE DISTRICT OFFIC�o o r I I 1 2 SEE SHEET U-1 FOR LIST OF ABBREVIATIONS° ---- - ---- r� e II r o I I I I �I O C �o Ij I � 1 II --- -------i I (;--------- - 12 EWER O N T) I! —� 1 0 l I I �n I l I ' II I -- II 'I I ASPH II I I III II ,� UG TELEPHONE (ATT/PB) II - 174R/24 CASING (FW) 4 WATER i I ,W --- �! (E) �W A T E R/ 2 4 -III A -SIN G -fF�- - - - - - - - - - T ),c ---- - ---- ,I-------------- - - o �-� ------------------- --------------------- ----- --- --- -- -- -- -- -- - ---- ----- �o I e 1 7t t w w - w _g w -9 �EV�- -g - -9—-g - - - - 1 2 3—I- _ -S J --S -- 18 SEWER FONT VALLEY BLVD. �o C _ _ _ ------ W w w ---- - --- - - ------ --- ---- -- -- - -- - -- - - (E) R/W 1211 WATER (FW) om w = w x QFj o �z w �o cn U) J w aw = �a X -- - -- ---- - -------------- NOTES: -----_N0TES ---- -- --- - --- ---- 0 II �— --D 10 FOR COMPLETE RIGHT OF AY AND ACCURATE ACCESS DAT11 J ' ASPH SEE RIGHT OF WAY RECOR MAPS AT THE DISTRICT OFFIC�o o r I I 1 2 SEE SHEET U-1 FOR LIST OF ABBREVIATIONS° ---- - ---- r� e II r o I I I I �I O C �o Ij I � 1 II --- -------i I (;--------- - 12 EWER O N T) I! —� 1 0 l I I �n I l I ' II I -- II 'I I ASPH II I I III II ,� UG TELEPHONE (ATT/PB) II - 174R/24 CASING (FW) 4 WATER i I ,W --- �! (E) �W A T E R/ 2 4 -III A -SIN G -fF�- - - - - - - - - - T ),c ---- - ---- ,I-------------- - - o �-� ------------------- --------------------- ----- --- --- -- -- -- -- -- - ---- ----- �o I e 1 7t t w w - w _g w -9 �EV�- -g - -9—-g - - - - 1 2 3—I- _ -S J --S -- 18 SEWER FONT VALLEY BLVD. �o C _ _ _ ------ W w w ---- - --- - - ------ --- ---- -- -- - -- - -- - - (E) R/W 1211 WATER (FW) z cr 0 w x Q z �o cn U) J w Q ll� z cry 0 � 7- m U Q z z = w > w 0 Z, V) Q z w z 0 u X -- - -- ---- - -------------- NOTES: -----_N0TES ---- -- --- - --- ---- 0 II �— --D 10 FOR COMPLETE RIGHT OF AY AND ACCURATE ACCESS DAT11 J ' ASPH SEE RIGHT OF WAY RECOR MAPS AT THE DISTRICT OFFIC�o o r I I 1 2 SEE SHEET U-1 FOR LIST OF ABBREVIATIONS° ---- - ---- r� e II r o I I I I �I O C �o Ij I � 1 II --- -------i I (;--------- - 12 EWER O N T) I! —� 1 0 l I I �n I l I ' II I -- II 'I I ASPH II I I III II ,� UG TELEPHONE (ATT/PB) II - 174R/24 CASING (FW) 4 WATER i I ,W --- �! (E) �W A T E R/ 2 4 -III A -SIN G -fF�- - - - - - - - - - T ),c ---- - ---- ,I-------------- - - o �-� ------------------- --------------------- ----- --- --- -- -- -- -- -- - ---- ----- �o I e 1 7t t w w - w _g w -9 �EV�- -g - -9—-g - - - - 1 2 3—I- _ -S J --S -- 18 SEWER FONT VALLEY BLVD. �o C _ _ _ ------ W w w ---- - --- - - ------ --- ---- -- -- - -- - -- - - (E) R/W 1211 WATER (FW) BORDER LAST REVISED 7/2/2010 ------------------- CONI ASPH ASPH L— I VC o C E ) C 1 3 HE Rf (Y/ --------------- - --- --- - ------------ _ *A� R0 V"VE) (FW � E 143 I A 147 UG TELE P ONE ( TT/P ) VL �- -- -'19� lkG---ESE AL ( SCE) j �! I I > U- ELECTRICA (CE ) �HCASF ----------- - (E) R/W I ALE C) CON L E C TR IC`AL (SCE) h - GAS G) NEW PUE C 136 PED. BOX (ATT/ B) j x C 142 TRANS. GUY POLE ( E ) ___Z 11 POLEI #472 01 E L J R /W—/ OH ELECTRICAL (SCE) 0 c ELEPHONE (TWT) 153 A ASPS OH TELEPHONE (TW}) T Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 222 624 09/08/11 - Esslo REGISTERED CIVIL ENGINEER DATE STEVEN B FRIESON 09/08/11z PLANS APPROVAL DATE No. C421 1 0 EXp03/31 /12 THE STA TE OF C% L IFORNIA OR ITS OFFICERS C I V I L OR AGENTS SHAL L NOT BE RESPONSIBLE THE ACCURACY OR COMPLETENESS OF SCANNED ATF of CAS IF°�� COPIES OF THIS PLAN SHEET BIRGE ENGINEERING, INC. SANBAG 600 N. MOUNTAIN AVE., B204 1170 W 3RD STREET UPLAND, CA 91786 SAN BERNARDINO, CA 92410 (E) R/W 2'' GAS (SCG) o _ — -- - - -- ----- — ---- — ;f w w w — w --- -g - w �gw - w 1 7 ' WATER SFW) ---6G-TEL-EPHONE (ATT/PB) -- VALL Y BLVD Q�PN - 1 2� SEWER (FONT) ._-------- --- - �-W ------ --- ------ ---- — - ---- -- -- F — yy T --- -- -- - - - --- -- - ------------- 77- (E) R/WSD GRATE (FONT) 148 C 10" WATER (FW) SEE DRAINAGE PLAN - 154 A PED. BOX ( SCE) 1 4 5 C = o ® u x JOINT TRANS o POLE (SCE) �. ® Q POLE #4289934E 150 A Ix UG ELECTRICAL (SCE) 130 A ELECT. VAULT ( SCE) 1 38 C #V-TM4552 TRANS. VAULT ( SCE) 1 37 E #S5463516 (E) R/W I UG ELECTRICAL (SCE) 51 FA DINT TRANS. POLE (SCE) � 3r3C OLE #4289945E OH TELEPHONE (TWT) OH L)TRICAL (SCE A- JOI ANS. POLE (` 1 32 C 15 WATER (FW) I POL 4 2 65 4 8 E A 127 OH ELECTRICAL (SCE) FIRE HYDRANT (FW) ki Ica ' J INT POLE (SCE ' � P L #706626H WATER VALVE S) (FW) o ll m, _ — C e doh -e� - ------- x J _ � - - - - -- —x 1 AERIAL PE (E) R/W ', it FIRE HYDRANT (FW) 4 C W V V W�LL E 144- ATER AL E(S) (F )! , '�� L '' 12" WATE ) 091 A JOINT IRAN E (SCE) � OH ELECTRICAL (SCE) � � I �� POLE #4026 4 131 C x 111 MATCH LINE STA 40+00000TRANS° GUY POLE (SCE) 146 C SEE SHEET U-6 POLE #1216048E THIS PLAN FOR UTILITY INFORMATION ONLY USERNAME => cdrake RELATIVE BORDER SCALE - UNIT 2232 DGN FILE _> 846800ka008odgn IS IN INCHES I I I 1 I I I goo Ul T I L I T SLE o 1 "=50 PROJECT NUMBER & PHASE P LAN 0800000744 00 No � o0 o0 �Ln 00 ww 00 wW Q o � z 0 0 —7 01 w U01 01 Q 0 z 0 x Q cry z Q w 0 z w Q w o I Q o3' z o m rlr_ o o �� Ln U F� x � � U I I 0 ~ L D Q *1 J j I- - c V-) U L N cn o al BORDER LAST REVISED 7/2/2010 ------------------- CONI ASPH ASPH L— I VC o C E ) C 1 3 HE Rf (Y/ --------------- - --- --- - ------------ _ *A� R0 V"VE) (FW � E 143 I A 147 UG TELE P ONE ( TT/P ) VL �- -- -'19� lkG---ESE AL ( SCE) j �! I I > U- ELECTRICA (CE ) �HCASF ----------- - (E) R/W I ALE C) CON L E C TR IC`AL (SCE) h - GAS G) NEW PUE C 136 PED. BOX (ATT/ B) j x C 142 TRANS. GUY POLE ( E ) ___Z 11 POLEI #472 01 E L J R /W—/ OH ELECTRICAL (SCE) 0 c ELEPHONE (TWT) 153 A ASPS OH TELEPHONE (TW}) T Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 222 624 09/08/11 - Esslo REGISTERED CIVIL ENGINEER DATE STEVEN B FRIESON 09/08/11z PLANS APPROVAL DATE No. C421 1 0 EXp03/31 /12 THE STA TE OF C% L IFORNIA OR ITS OFFICERS C I V I L OR AGENTS SHAL L NOT BE RESPONSIBLE THE ACCURACY OR COMPLETENESS OF SCANNED ATF of CAS IF°�� COPIES OF THIS PLAN SHEET BIRGE ENGINEERING, INC. SANBAG 600 N. MOUNTAIN AVE., B204 1170 W 3RD STREET UPLAND, CA 91786 SAN BERNARDINO, CA 92410 (E) R/W 2'' GAS (SCG) o _ — -- - - -- ----- — ---- — ;f w w w — w --- -g - w �gw - w 1 7 ' WATER SFW) ---6G-TEL-EPHONE (ATT/PB) -- VALL Y BLVD Q�PN - 1 2� SEWER (FONT) ._-------- --- - �-W ------ --- ------ ---- — - ---- -- -- F — yy T --- -- -- - - - --- -- - ------------- 77- (E) R/WSD GRATE (FONT) 148 C 10" WATER (FW) SEE DRAINAGE PLAN - 154 A PED. BOX ( SCE) 1 4 5 C = o ® u x JOINT TRANS o POLE (SCE) �. ® Q POLE #4289934E 150 A Ix UG ELECTRICAL (SCE) 130 A ELECT. VAULT ( SCE) 1 38 C #V-TM4552 TRANS. VAULT ( SCE) 1 37 E #S5463516 (E) R/W I UG ELECTRICAL (SCE) 51 FA DINT TRANS. POLE (SCE) � 3r3C OLE #4289945E OH TELEPHONE (TWT) OH L)TRICAL (SCE A- JOI ANS. POLE (` 1 32 C 15 WATER (FW) I POL 4 2 65 4 8 E A 127 OH ELECTRICAL (SCE) FIRE HYDRANT (FW) ki Ica ' J INT POLE (SCE ' � P L #706626H WATER VALVE S) (FW) o ll m, _ — C e doh -e� - ------- x J _ � - - - - -- —x 1 AERIAL PE (E) R/W ', it FIRE HYDRANT (FW) 4 C W V V W�LL E 144- ATER AL E(S) (F )! , '�� L '' 12" WATE ) 091 A JOINT IRAN E (SCE) � OH ELECTRICAL (SCE) � � I �� POLE #4026 4 131 C x 111 MATCH LINE STA 40+00000TRANS° GUY POLE (SCE) 146 C SEE SHEET U-6 POLE #1216048E THIS PLAN FOR UTILITY INFORMATION ONLY USERNAME => cdrake RELATIVE BORDER SCALE - UNIT 2232 DGN FILE _> 846800ka008odgn IS IN INCHES I I I 1 I I I goo Ul T I L I T SLE o 1 "=50 PROJECT NUMBER & PHASE P LAN 0800000744 00 No � o0 o0 �Ln 00 ww 00 wW Q o � z 0 0 —7 01 w U01 01 Q 0 X NOTES 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE° 2 SEE SHEET U-1 FOR LIST OF ABBREVIATIONS° O O O 0 Ln O� Q Lw Lw cn = u W z LLJ '—' W �C/) U Q O L O O Ln + Ln I O Q W � W u/ _ u1 W z I� ~w z U 75 BORDER LAST REVISED 7/2/2010 fo fo f0 POTHOLE LOCATION TABLE n, UTILITY x EASTING UTILITY ELEV. SURFACE ELEV. 0 J TW TELECOM I 67178530806 1027005 1032037 5032 R6 TW TELECOM 18469080806 67178510774 LL] 1032094 NF* n h z � O U) Z w O m J rlr- Q O rr, z Ln U 0 w X m � u z z � w LL- > w O z V) Q II LD N ~ Q J ~ z Q •-c 0 U L N NOTES 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE° 2 SEE SHEET U-1 FOR LIST OF ABBREVIATIONS° O O O 0 Ln O� Q Lw Lw cn = u W z LLJ '—' W �C/) U Q O L O O Ln + Ln I O Q W � W u/ _ u1 W z I� ~w z U 75 BORDER LAST REVISED 7/2/2010 fo fo f0 POTHOLE LOCATION TABLE POTHOLE # UTILITY NORTHING EASTING UTILITY ELEV. SURFACE ELEV. DEPTH J TW TELECOM I 67178530806 1027005 1032037 5032 R6 TW TELECOM 18469080806 67178510774 NF* 1032094 NF* h 0 3: Z O m rlr- 0 O F-- Ln U X � � U II E O II LD N ~ Q J ~ Q •-c cn U L N N n a - NOTES 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE° 2 SEE SHEET U-1 FOR LIST OF ABBREVIATIONS° O O O 0 Ln O� Q Lw Lw cn = u W z LLJ '—' W �C/) U Q O L O O Ln + Ln I O Q W � W u/ _ u1 W z I� ~w z U 75 BORDER LAST REVISED 7/2/2010 fo fo f0 POTHOLE LOCATION TABLE POTHOLE # UTILITY NORTHING EASTING UTILITY ELEV. SURFACE ELEV. DEPTH R5 TW TELECOM 18469600632 67178530806 1027005 1032037 5032 R6 TW TELECOM 18469080806 67178510774 NF* 1032094 NF* NF* = NOT FOUND, CHECKED TO 22' DEPTH to i v � � � TU - --�—� --cD0 -- FIBER OPTIC (L3C) THIS PLAN FOR UTILITY INFORMATION ONLY USERNAME => cdrake RELATIVE BORDER SCALE DGN FILE => 846800ka009.dgn IS IN INCHES I I UNIT 2232 Dist COUNTY ROUTE 08 SBd 10 POST MILES TOTAL PROJECT 12.3/14.1 REGISTERED CIVIL ENGINEER 09/08/11 SHEET TOTAL No. SHEETS 223 624 09/08/11 QROFESSIoN DATE �a q� STEVEN B FRISSON z PLANS APPROVAL DATE No. C421 10— � EXp03/31 /12 THE STA TE OF C% L IFORNIA OR I TS OFFICERS C I V I L OR AGENTS SHAL L NOT BE f�ESPONSIBL E FOR � �. �P COSIES CO RACHIS PLANCr OR S HEFT ESS OF SCANNED T F CAL IFo�� BIRGE ENGINEERING, INC. 600 N. MOUNTAIN AVE., B204 UPLAND, CA 91786 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 9241( UTILITY PLAN SCALE: 1 II=50' PROJECT NUMBER & PHASE 0800000744 z N � O � � o0 �LD 00 LL W 00 --j J a- a - LL W Q o � z O O L I :> O w O � � I Oi 01011 NOTES x 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE° x x n w m I (n 1 0 w LL un Q z 0 z w z Q z 0 u z 0 U) w m z w w V) 2 SEE SHEET U-1 FOR LIST OF ABBREVIATIONS° BORDER LAST REVISED 7/2/2010 16'' FUEL o(KM) USERNAME=>cdrake DGN FILE => 846800ka010odgn fo j�" fo fo TU ASPH FIBER OPTIC (L3C) THIS PLAN FOR UTILITY INFORMATION ONLY RELATIVE BORDER SCALL IS IN INCHES UNIT 2232 (1, Dist COUNTY ROUTE 08 SBd 10 POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 12.3/14.1 224 624 REGISTERED CIVIL ENGINEER 09/08/11 09/08/11 - QROFESSIo �a DATE q� STEVEN B FRIESON z PLANS APPROVAL DATE No. 03/ 1 10 Exp.- /12 THE STA TE OF C% L IFOPNIA OR I TS OFFICERS C IVI L OR AGENTS SHAL L NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED ATF OF CAL 1F0�� COPIES OF THIS PLAN SHEET BIRGE ENGINEERING, INC. SANBAG 600 No MOUNTAIN AVE., B204 1170 W 3RD STREET UPLAND, CA 91786 SAN BERNARDINO, CA 92410 CONC UTILITY PLAN SCALE: 1 II=50' PROJECT NUMBER & PHASE 0800000744 o N N \ o0 M Ln n II II W W 00 0 -a - W W Q a � z 0 0 0 w 0 � � I 0 z 0 - o - x Q Q z r - Q w BORDER LAST REVISED 7/2/2010 16'' FUEL o(KM) USERNAME=>cdrake DGN FILE => 846800ka010odgn fo j�" fo fo TU ASPH FIBER OPTIC (L3C) THIS PLAN FOR UTILITY INFORMATION ONLY RELATIVE BORDER SCALL IS IN INCHES UNIT 2232 (1, Dist COUNTY ROUTE 08 SBd 10 POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 12.3/14.1 224 624 REGISTERED CIVIL ENGINEER 09/08/11 09/08/11 - QROFESSIo �a DATE q� STEVEN B FRIESON z PLANS APPROVAL DATE No. 03/ 1 10 Exp.- /12 THE STA TE OF C% L IFOPNIA OR I TS OFFICERS C IVI L OR AGENTS SHAL L NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED ATF OF CAL 1F0�� COPIES OF THIS PLAN SHEET BIRGE ENGINEERING, INC. SANBAG 600 No MOUNTAIN AVE., B204 1170 W 3RD STREET UPLAND, CA 91786 SAN BERNARDINO, CA 92410 CONC UTILITY PLAN SCALE: 1 II=50' PROJECT NUMBER & PHASE 0800000744 o N N \ o0 M Ln n II II W W 00 0 -a - W W Q a � z 0 0 0 w 0 � � I 0 0 z w Q r w C � - Q x _ o m O F -- Q Ln U X � � U II E o z II D L ~ Q J— ~ V) U L N N 0 0- BORDER LAST REVISED 7/2/2010 16'' FUEL o(KM) USERNAME=>cdrake DGN FILE => 846800ka010odgn fo j�" fo fo TU ASPH FIBER OPTIC (L3C) THIS PLAN FOR UTILITY INFORMATION ONLY RELATIVE BORDER SCALL IS IN INCHES UNIT 2232 (1, Dist COUNTY ROUTE 08 SBd 10 POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 12.3/14.1 224 624 REGISTERED CIVIL ENGINEER 09/08/11 09/08/11 - QROFESSIo �a DATE q� STEVEN B FRIESON z PLANS APPROVAL DATE No. 03/ 1 10 Exp.- /12 THE STA TE OF C% L IFOPNIA OR I TS OFFICERS C IVI L OR AGENTS SHAL L NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED ATF OF CAL 1F0�� COPIES OF THIS PLAN SHEET BIRGE ENGINEERING, INC. SANBAG 600 No MOUNTAIN AVE., B204 1170 W 3RD STREET UPLAND, CA 91786 SAN BERNARDINO, CA 92410 CONC UTILITY PLAN SCALE: 1 II=50' PROJECT NUMBER & PHASE 0800000744 o N N \ o0 M Ln n II II W W 00 0 -a - W W Q a � z 0 0 0 w 0 � � I 0 x x 0 w m I (n Q 0 om w m QLL] o Jz w �C u� w Q lw = (-)o z O U) w w m z w w V) W, O 0 O LC) -I- 6) M CV =D H- Q LiJ � W u. _ w J W U Q z � -- 0 x Q UB NOTES 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE° 2 SEE SHEET U-1 FOR LIST OF ABBREVIATIONS° BORDER LAST REVISED 7/2/2010 POTHOLE LOCATION TABLE o UTILITY NORTHING EASTING UTILITY ELEV. SURFACE ELEV. - R7 z 18470450227 67204640865 1042071 w 9067 R8 FONTANA WA 18469890055 67204640544 1043002 1052027 9025 R9 ATT/PB 18470420566 67205060986 1044021 1052088 8067 Q ATT/PB 1846989.468 67205040896 1044021 1052038 9017 R10(2) w 18469890519 67205060002 1046007 0 6019 R10(3) C BTWN* BTWN* 1055032 BTWN* (300) R13 SO CAL GAS CL 67204970323 1048069 1052019 3050 R14 SO CAL GAS 18469890536 x Q 1052027 4033 X _ 0 3: Z 0 m 0 O F-- Ln U X � � U II E o z W II LD N ~ Q J ~ (� U L N N n a - BORDER LAST REVISED 7/2/2010 POTHOLE LOCATION TABLE POTHOLE # UTILITY NORTHING EASTING UTILITY ELEV. SURFACE ELEV. DEPTH R7 FONTANA WA 18470450227 67204640865 1042071 1052038 9067 R8 FONTANA WA 18469890055 67204640544 1043002 1052027 9025 R9 ATT/PB 18470420566 67205060986 1044021 1052088 8067 R10(1) ATT/PB 1846989.468 67205040896 1044021 1052038 9017 R10(2) ATT/PB 18469890519 67205060002 1046007 1052026 6019 R10(3) UNKNOWN BTWN* BTWN* 1055032 BTWN* (300) R13 SO CAL GAS 18470450372 67204970323 1048069 1052019 3050 R14 SO CAL GAS 18469890536 67204960836 1047094 1052027 4033 OH TELEPHONE (ATT/PB) o i � �� 0 Ld CONC - ASPH -- - - 0 BTWN* = UNKNOWN PIPE FOUND BETWEEN AND PARALLEL TO UTILITY IDENTIFIED IN R1 0(1 ) AND R1 0(2) Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12 0 3/1 4 01 225 624 09/08/11 RoFEsslo REGISTERED CIVIL ENGINEER DATE tae Nq� STEVEN B FRISSON 09/08/11z PLANS APPROVAL DATE No. C4211 0 EXp03/31 /12 � THE STA TE OF C% L IFOR/VIA OR I TS OFFICERS C I V I L OR AGENTS SHAL L NOT BF RESPONSIBL E FOR �� �P THE ACCURACY OR COMPLETENESS OF SCANNED TF of C L 1F0 COPIES OF THIS PLAN SHEET BIRGE ENGINEERING, INC. SANBAG 600 N. MOUNTAIN AVE., B204 1170 W 3RD STREET UPLAND, CA 91786 SAN BERNARDINO, CA 9241(- - - - -- - - ----- ----------------------------- -- -- - - -- --------------------------------- - ---------- ---------------- CONC SBD - 10 ---- EB Rte 10 SBD-- 10 ASPH - 4 C16 A r-, — �� 0 \ f 0 i (E) R/W --------- - P RR Ar ---- 0 0 DIRT --—- i = o----- f_f USERNAME=>cdrake DGN FILE => 846800ka011odgn -- V 0- D I RTC 0 f o fo fo --0 20" FUEL (KM) THIS PLAN FOR UTILITY INFORMATION ONLY RELATIVE BORDER SCALE - IS IN INCHES UNIT 2232 f° _ 00 La f 00 - -� —o 0 �> — o f0 fO— fo fo UTILITY PLAN SCALE: 1 'I=50' PROJECT NUMBER & PHASE 0800000744 N � O N Ln � o0 Ln LD II II W W 00 --j J W W Q o � z O O � I i ® O!I � I O X 0 w M I V) w I� w Q 0 om w m QLL] o Jz w �C U� U w w Q U 0 U Dist COUNTY ROUTE 08 SBd 10 POST MILES TOTAL PROJECT 12.3/14.1 REGISTERED CIVIL ENGINEER 09/08/11 SHEET TOTAL No. SHEETS 226 624 09/08/11 QROFEssIoN DATE �a q<, STEVEN B FRISSON z w C4211 0 m PLANS APPROVAL DATE \cc NO. 93/31/12 THE STA TE OF C% L IFORNIA OR ITS OFFICERS Exp OR AGENTS SHAL L NOT HE RFSPOVSIBL E FOR � � � :a CIV IL CORIES CO FATHIS PL AN Cr OR S HE E ESS OF SCANNED OF c AL F0 BIRGE ENGINEERING, INC. 600 No MOUNTAIN AVE., B204 UPLAND, CA 91786 SUMMARY 0 UTILITY GONFLIwT PLAN RELOCATION NO. n- o X UTILITY CONFLICT/ WORK REQUIRED LINE FROM STATION o LENGTH (ft) OFFSET 001 U-1 CL 81' water/12'' casing PROTECT IN PLACE I -IO 655+01 280 LL] �X 002 n CITY OF FONTANA X PROTECT IN PLACE z 655+31 � O N/A N/A U) U-3 Z w 0 m J 681+41 Q 192 o 010 rr, SOUTHERN CAL EDISON z PROTECT IN PLACE LC)U 0 w N/A X m � U SOUTHERN CAL EDISON electric transmission pole, Pole #E1 8631 58E z z � w 278 LL_ > U-3 SOUTHERN CAL EDISON w REMOVE/RELOCATE OR MODIFY 0 689+90 z V) LT Q U-3 W parking lot light, Pole #2332054E II R-1 691+42 LD N ~ Q 015 J LEVEL 3 COM ~ z Q •-C 681 +93 0 610 U L L) 016 Dist COUNTY ROUTE 08 SBd 10 POST MILES TOTAL PROJECT 12.3/14.1 REGISTERED CIVIL ENGINEER 09/08/11 SHEET TOTAL No. SHEETS 226 624 09/08/11 QROFEssIoN DATE �a q<, STEVEN B FRISSON z w C4211 0 m PLANS APPROVAL DATE \cc NO. 93/31/12 THE STA TE OF C% L IFORNIA OR ITS OFFICERS Exp OR AGENTS SHAL L NOT HE RFSPOVSIBL E FOR � � � :a CIV IL CORIES CO FATHIS PL AN Cr OR S HE E ESS OF SCANNED OF c AL F0 BIRGE ENGINEERING, INC. 600 No MOUNTAIN AVE., B204 UPLAND, CA 91786 SUMMARY 0 UTILITY GONFLIwT PLAN RELOCATION NO. SHEET NO. o UTILITY DESCRIPTION UTILITY CONFLICT/ WORK REQUIRED LINE FROM STATION TO STATION LENGTH (ft) OFFSET 001 U-1 CL 81' water/12'' casing PROTECT IN PLACE I -IO 655+01 280 N/A �X 002 Q CITY OF FONTANA X PROTECT IN PLACE I-10 655+31 280 N/A N/A 0 �' U-3 Z joint pole w/ ATT/PB, Pole #1265550E 0 m I-10 681+41 o 192 o 010 U-3 SOUTHERN CAL EDISON joint transmission pole w/ TWT, Pole #W1 8631 57E PROTECT IN PLACE LC)U 688+27 N/A X LT � U-3 SOUTHERN CAL EDISON electric transmission pole, Pole #E1 8631 58E PROTECT IN PLACE 1-10 � U 278 I I 012 U-3 SOUTHERN CAL EDISON E REMOVE/RELOCATE OR MODIFY 0 689+90 N/A 120 LT z U-3 W parking lot light, Pole #2332054E II R-1 691+42 LD N ~ Q 015 J LEVEL 3 COM ~ REMOVE/RELOCATE OR MODIFY Q •-C 681 +93 688+03 610 U L N 016 U-3 N n a - REMOVE/RELOCATE OR MODIFY R-3 Dist COUNTY ROUTE 08 SBd 10 POST MILES TOTAL PROJECT 12.3/14.1 REGISTERED CIVIL ENGINEER 09/08/11 SHEET TOTAL No. SHEETS 226 624 09/08/11 QROFEssIoN DATE �a q<, STEVEN B FRISSON z w C4211 0 m PLANS APPROVAL DATE \cc NO. 93/31/12 THE STA TE OF C% L IFORNIA OR ITS OFFICERS Exp OR AGENTS SHAL L NOT HE RFSPOVSIBL E FOR � � � :a CIV IL CORIES CO FATHIS PL AN Cr OR S HE E ESS OF SCANNED OF c AL F0 BIRGE ENGINEERING, INC. 600 No MOUNTAIN AVE., B204 UPLAND, CA 91786 SUMMARY 0 UTILITY GONFLIwT PLAN RELOCATION NO. SHEET NO. UTILITY COMPANY UTILITY DESCRIPTION UTILITY CONFLICT/ WORK REQUIRED LINE FROM STATION TO STATION LENGTH (ft) OFFSET 001 U-1 FONTANA WATER 81' water/12'' casing PROTECT IN PLACE I -IO 655+01 280 N/A N/A 002 U-1 CITY OF FONTANA 18" sewer/36'' casing PROTECT IN PLACE I-10 655+31 280 N/A N/A 009 U-3 SOUTHERN CAL EDISON joint pole w/ ATT/PB, Pole #1265550E PROTECT IN PLACE I-10 681+41 N/A 192 LT 010 U-3 SOUTHERN CAL EDISON joint transmission pole w/ TWT, Pole #W1 8631 57E PROTECT IN PLACE 1-10 688+27 N/A 278 LT Oil U-3 SOUTHERN CAL EDISON electric transmission pole, Pole #E1 8631 58E PROTECT IN PLACE 1-10 688+38 N/A 278 LT 012 U-3 SOUTHERN CAL EDISON parking lot light, Pole #2016783E REMOVE/RELOCATE OR MODIFY R-1 689+90 N/A 120 LT 014 U-3 SOUTHERN CAL EDISON parking lot light, Pole #2332054E REMOVE/RELOCATE OR MODIFY R-1 691+42 N/A 103 LT 015 U-3 LEVEL 3 COM underground f iberopt is REMOVE/RELOCATE OR MODIFY R-3 681 +93 688+03 610 50 - 31 RT 016 U-3 LEVEL 3 COM underground f iberoptic REMOVE/RELOCATE OR MODIFY R-3 681 +93 688+03 610 50 - 31 RT 017 U-3 LEVEL 3 COM f1beropt1c hand hole PROTECT IN PLACE R-3 690+60 N/A 158 RT 018 U-3 LEVEL 3 COM f i beropt i c hand ho e PROTECT IN PLACE R-3 691+08 N/A 150 RT 019 U-5 LEVEL 3 COM fiberoptic hand hole PROTECT IN PLACE R-3 691+60 N/A 150 RT 021 U -4a CITY OF FONTANA communications box PROTECT IN PLACE C 19+15 N/A 51 RT 025 U -4a SOUTHERN CAL EDISON joint transmission pole w/ TWC, Pole #4286687E PROTECT IN PLACE S 14+54 N/A 43 LT 026 U -4a SOUTHERN CAL EDISON joint transmission pole w/ TWC, Pole #2201490E REMOVE/RELOCATE OR MODIFY S 16+60 N/A 38 LT 027 U -4a SOUTHERN CAL EDISON joint transmission pole w/ TWC, Pole #2201491E REMOVE/RELOCATE OR MODIFY S 1 8+25 N/A 38 LT 028 U -4a SOUTHERN CAL EDISON joint transmission pole w/ TWC, Pole #4286693E REMOVE/RELOCATE OR MODIFY S 20+25 N/A 83 LT 029 U -4b FONTANA WATER water valve(s) ADJUST TO GRADE S 18+22 N/A 16 RT 030 U -4b CITY OF FONTANA sewer manhole ADJUST TO GRADE S 23+44 N/A 25 LT 031 U -4b FONTANA WATER fire hydrant REMOVE/RELOCATE OR MODIFY S 18+22 N/A 38 LT 032 U -4b FONTANA WATER 1 511 water PROTECT IN PLACE C 19+84 21+40 156 16 - 34 RT 033 U -4a SOUTHERN CAL EDISON electric pole, Pole #1245027E REMOVE/RELOCATE OR MODIFY C 21+26 N/A 50 RT 034 U -4a AT&T -PAC BELL pedestal REMOVE/RELOCATE OR MODIFY S 19+34 N/A 46 LT 035 U -4b FONTANA WATER water valve(s) ADJUST TO GRADE C 21+40 N/A 38 RT 036 U -4b FONTANA WATER fire hydrant REMOVE/RELOCATE OR MODIFY C 21+40 N/A 50 RT 037 U -4b, 5 FONTANA WATER 15" water PROTECT IN PLACE C 19+84 28+84 900 34 - 126 RT 038 U -4a (JOINT POLE) telecom pole w/ ATT/PB & TWC, Pole #1031586H PROTECT IN PLACE S 17+84 N/A 42 RT 039 U -4a SOUTHERN CAL EDISON joint Pole w/ ATT/PB & TWC, Pole #4286694E PROTECT IN PLACE S 18+26 N/A 42 RT 040 U -4a (JOINT POLE) telecom pole w/ ATT/PB & TWC, Pole #1031587H REMOVE/RELOCATE OR MODIFY S 19+07 N/A 43 RT 041 U -4a (JOINT POLE) telecom pole w/ ATT/PB & TWC, Pole #1054992H REMOVE/RELOCATE OR MODIFY S 20+90 N/A 42 RT 042 U -4a SOUTHERN CAL EDISON joint pole w/ ATT/PB & TWC, Pole #1031518E PROTECT IN PLACE S 21+91 N/A 42 RT 043 U -4a ( JOINT POLE) telecom pole w/ ATT/PB & TWC, Pole #817859H PROTECT IN PLACE S 23+31 N/A 40 RT 044 U -4a SOUTHERN CAL EDISON joint transmission pole w/ TWC, Pole #4286692E PROTECT IN PLACE S 18+73 N/A 56 RT 045 U -4a SOUTHERN CAL EDISON joint pole w/ TWC, Pole #2332126E PROTECT IN PLACE S 25+02 N/A 42 LT 046 U -4a SOUTHERN CAL EDISON joint pole w/ TWC, Pole #4445250E REMOVE/RELOCATE OR MODIFY S 23+08 N/A 49 LT 048 U -4a ( JOINT POLE) telecom pole, ATT/PB & TWC, Pole #1032069H PROTECT IN PLACE S 23+81 N/A 46 LT BORDER LAST REVISED 7/2/2010 USERNAME=>cdrake DGN FILE => 846800ka012odgn RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 UTILITY PLAN U-1 0800000744 z N � O � N� o0 Ln 00 ww 00 J a- a- wW Q o � z O O L I O w O � � I Q O 11111111111111411 x 0 w M I V) w U U Q 0 om w m QLL] o Jz w �C U� U U w Q U 0 U � n- o x UTILITY CONFLICT/ WORK REQUIRED LINE FROM STATION o LENGTH (ft) OFFSET 049 U -4a CL pedestal REMOVE/RELOCATE OR MODIFY S 23+00 N/A U �x 050 n SOUTHERN CAL EDISON X REMOVE/RELOCATE OR MODIFY z 21+87 � O 60 LT U) U -4b Z w 0 m J 20+28 20+59 Q 4 - 57 o 053 U -4b CITY OF FONTANA z PROTECT IN PLACE LC) U 0 w 178 x m � U CITY OF FONTANA under drain z z � w 48 LL_ > U -4a SOUTHERN CAL EDISON w REMOVE/RELOCATE OR MODIFY 0 18+98 z V) LT Q U -4b W water valve(s) II D 19+07 L ~ Q 057 JN FONTANA WATER ~ z Q •- C 0 N/A U L N 058 � SHEET NO. o UTILITY DESCRIPTION UTILITY CONFLICT/ WORK REQUIRED LINE FROM STATION TO STATION LENGTH (ft) OFFSET 049 U -4a CL pedestal REMOVE/RELOCATE OR MODIFY S 23+00 N/A 44 �x 050 Q SOUTHERN CAL EDISON X REMOVE/RELOCATE OR MODIFY S 21+87 N/A 60 LT 0 �' U -4b Z 81' sewer 0 m C 20+28 20+59 o 4 - 57 o 053 U -4b CITY OF FONTANA 18" sewer PROTECT IN PLACE LC) U 18+50 20+28 178 x LT � U -4b CITY OF FONTANA under drain PROTECT IN PLACE S � U 48 I I 055 U -4a SOUTHERN CAL EDISON E REMOVE/RELOCATE OR MODIFY 0 18+98 N/A 42 LT z U -4b W water valve(s) II D 19+07 L ~ Q 057 JN FONTANA WATER ~ REMOVE/RELOCATE OR MODIFY Q •- C N/A U L N 058 U -4b N 0 0- ADJUST TO GRADE S Dist COUNTY ROUTE 08 SBd 10 POST MILES TOTAL PROJECT 12.3/14.1 REGISTERED CIVIL ENGINEER 09/08/11 SHEET TOTAL No. SHEETS 227 624 09/08/11 QROFEssIoN DATE �a q<, STEVEN B FRISSON z FT PLANS APPROVAL DATE cc No. 9 1 0 �,, � EXp03/ 1 31 /12 � THE STA TE OF C% L IFORNIA OR ITS OFFICERS C I V I L OR AGENTS SHAL L NOT BF RESPONSIHL E FOR �. �P CORIES CO RACHIS PLANCr OR S HEFT E7ENESS OF SCANNED T F cAL 1F0 BIRGE ENGINEERING, INC. SANBAG 600 N. MOUNTAIN AVE., B204 1170 W 3RD STREET UPLAND, CA 91786 SAN BERNARDINO, CA 92415 S014'UPAIMARY OF U TILITY CONFLICT PLAN RELOCATION NO. SHEET NO. UTILITY COMPANY UTILITY DESCRIPTION UTILITY CONFLICT/ WORK REQUIRED LINE FROM STATION TO STATION LENGTH (ft) OFFSET 049 U -4a AT&T -PAC BELL pedestal REMOVE/RELOCATE OR MODIFY S 23+00 N/A 44 LT 050 U -4a SOUTHERN CAL EDISON joint pole w/ TWC, Pole #4195886E REMOVE/RELOCATE OR MODIFY S 21+87 N/A 60 LT 051 U -4b CITY OF FONTANA 81' sewer REMOVE/RELOCATE OR MODIFY C 20+28 20+59 31 4 - 57 LT 053 U -4b CITY OF FONTANA 18" sewer PROTECT IN PLACE C 18+50 20+28 178 3 - 4 LT 054 U -4b CITY OF FONTANA under drain PROTECT IN PLACE S 24+66 N/A 48 LT 055 U -4a SOUTHERN CAL EDISON Pedestal, 14488 Slover TC1 REMOVE/RELOCATE OR MODIFY S 18+98 N/A 42 LT 056 U -4b FONTANA WATER water valve(s) ADJUST TO GRADE S 19+07 N/A 19 RT 057 U -4b FONTANA WATER fire hydrant REMOVE/RELOCATE OR MODIFY S 19+07 N/A 43 RT 058 U -4b SOUTHERN CAL GAS gas valve(s) ADJUST TO GRADE S 19+28 N/A 13 RT 059 U -4b CITY OF FONTANA storm water catch basin REMOVE/RELOCATE OR MODIFY S 20+94 N/A 51 LT 060 U -4a AT&T -PAC BELL pedestal REMOVE/RELOCATE S 21+81 N/A 55 LT 061 U -4b CITY OF FONTANA storm water catch basin PROTECT IN PLACE C 18+94 N/A 59 RT 062 U -4b FONTANA WATER 611 water PROTECT IN PLACE C 18+50 19+84 134 1 - 2 RT 063 U -4b FONTANA WATER 12" water PROTECT IN PLACE C 18+50 19+84 134 26 - 28 LT 064 U -4b SOUTHERN CAL GAS 211 gas PROTECT IN PLACE C 18+50 20+37 187 12 RT 065 U -4b SOUTHERN CAL GAS 10gas PROTECT IN PLACE S 18+95 25+33 638 9 RT 066 U -4b CITY OF FONTANA storm drain manhole ADJUST TO GRADE C 1 9+1 5 32 LT 067 U -4a LEVEL 3 COM underground f i beropt i s PROTECT IN PLACE S 18+90 24+00 510 13 RT 068 U -4a AT&T -PAC BELL underground telephone PROTECT IN PLACE S 18+90 24+00 510 29 - 30 RT 070 U -4b FONTANA WATER 12water PROTECT IN PLACE S 20+40 25+33 493 40 - 39 LT 071 U -4b FONTANA WATER 12water PROTECT IN PLACE S 18+95 24+00 505 24 - 17 RT 072 U -4b SOUTHERN CAL GAS 611 gas PROTECT IN PLACE S 14+55 25+33 1078 37 LT 073 U -4b CITY OF FONTANA 18sewer PROTECT IN PLACE S 19+95 25+33 538 28 - 26 LT 075 U -4b FONTANA WATER water valve(s) ADJUST TO GRADE S 19+76 N/A 16 RT 076 U -4b FONTANA WATER water valve(s) ADJUST TO GRADE S 20+02 N/A 16 RT 077 U -4b FONTANA WATER water valve(s) ADJUST TO GRADE S 20+45 N/A 16 RT 078 U -4b FONTANA WATER water valve(s) ADJUST TO GRADE S 20+40 N/A 5 LT 079 U -4b FONTANA WATER water valve(s) ADJUST TO GRADE S 20+40 N/A 46 LT 080 U -4b CITY OF FONTANA sewer manhole ADJUST TO GRADE C 20+28 N/A 4 LT 081 U -4a SOUTHERN CAL EDISON underground electric REMOVE/RELOCATE OR MODIFY S 18+25 18+98 708 38 - 42 LT 082 U-59 6 FONTANA WATER 1 511 water/20'' casing REMOVE/RELOCATE OR MODIFY C 28+84 35+46 662 126 - 97 RT 083 U-5 FONTANA WATER 611 water/1 2'' casing REMOVE/RELOCATE OR MODIFY C 24+49 142 N/A N/A 084 U-5 LEVEL 3 COM underground fiberoptic REMOVE/RELOCATE OR MODIFY C 28+79 160 N/A N/A 085 U-5 KINDER MORGAN 16'' fuel line PROTECT IN PLACE C 28+88 160 N/A N/A 086 U-5 KINDER MORGAN 20'' fuel line PROTECT IN PLACE C 28+99 160 N/A N/A BORDER LAST REVISED 7/2/2010 USERNAME=>cdrake DGN FILE => 846800ka013odgn RELATIVE BORDER SCALE IS IN INCHES 0I - 3 UNIT 2232 PROJECT NUMBER & PHASE UTILITY PLin AN 0800000744 z N � O Ln 00 ww 00 J a- a - w w Q o � z O O L I O w O � � I Q O 11111111111111411 x 0 w m I V) w I� w Q 0 om w m QLL] o Jz w �C U� U w w Q U 0 U Dist COUNTY ROUTE 08 SBd 10 POST MILES TOTAL PROJECT 12.3/14.1 REGISTERED CIVIL ENGINEER 09/08/11 SHEET TOTAL No. SHEETS 228 624 09/08/11 QROFEssIoN DATE �a q<, STEVEN B FRISSON z w C4211 0 m PLANS APPROVAL DATE \cc NO. 93/31/12 THE STA TE OF C% L IFORNIA OR ITS OFFICERS Exp OR AGENTS SHAL L NOT HE RFSPOVSIBL E FOR � � � :a CIV IL CORIES CO FATHIS PL AN Cr OR S HE E ESS OF SCANNED OF c AL F0 BIRGE ENGINEERING, INC. 600 No MOUNTAIN AVE., B204 UPLAND, CA 91786 SUMMARY flr UTILITY GONFLIwT P LAh9 RELOCATION NO. n- o x UTILITY CONFLICT/ WORK REQUIRED LINE FROM STATION o LENGTH (ft) OFFSET 087 U-5 CL water valve(s) REMOVE/RELOCATE OR MODIFY C 24+49 N/A LL] �x 088 n FONTANA WATER X PROTECT IN PLACE z 24+45 m o 67 RT U) U-5 Z w O m J 28+79 Q N/A o 091 rr, FONTANA WATER z PROTECT IN PLACE LC)U 0 w 78 x m � U FONTANA WATER 15water z z � 39+63 w 97 - 57 LL_ > w SOUTHERN CAL EDISON w REMOVE/RELOCATE OR MODIFY o 33+56 z V) RT Q U-6 W pedesta 1 9 10233 Cherry - LS3 II C 33+57 LD N ~ Q 095 J SOUTHERN CAL GAS ~ z Q •-C 694+95 0 593 U L N 097 Dist COUNTY ROUTE 08 SBd 10 POST MILES TOTAL PROJECT 12.3/14.1 REGISTERED CIVIL ENGINEER 09/08/11 SHEET TOTAL No. SHEETS 228 624 09/08/11 QROFEssIoN DATE �a q<, STEVEN B FRISSON z w C4211 0 m PLANS APPROVAL DATE \cc NO. 93/31/12 THE STA TE OF C% L IFORNIA OR ITS OFFICERS Exp OR AGENTS SHAL L NOT HE RFSPOVSIBL E FOR � � � :a CIV IL CORIES CO FATHIS PL AN Cr OR S HE E ESS OF SCANNED OF c AL F0 BIRGE ENGINEERING, INC. 600 No MOUNTAIN AVE., B204 UPLAND, CA 91786 SUMMARY flr UTILITY GONFLIwT P LAh9 RELOCATION NO. SHEET NO. o UTILITY DESCRIPTION UTILITY CONFLICT/ WORK REQUIRED LINE FROM STATION TO STATION LENGTH (ft) OFFSET 087 U-5 CL water valve(s) REMOVE/RELOCATE OR MODIFY C 24+49 N/A 68 �x 088 Q FONTANA WATER X PROTECT IN PLACE C 24+45 N/A 67 RT 0 �' U-5 Z underground fiberoptic O m C 28+79 o N/A o 091 U-697 FONTANA WATER 12" water PROTECT IN PLACE LC)U 39+63 40+41 78 x RT � U-6 FONTANA WATER 15water REMOVE/RELOCATE OR MODIFY C � 39+63 U 97 - 57 I I i w SOUTHERN CAL EDISON � E REMOVE/RELOCATE OR MODIFY o 33+56 N/A 110 RT z U-6 W pedesta 1 9 10233 Cherry - LS3 II C 33+57 LD N ~ Q 095 J SOUTHERN CAL GAS ~ REMOVE/RELOCATE OR MODIFY Q •-C 694+95 700+88 593 U L N 097 U-6 N n a - REMOVE/RELOCATE OR MODIFY R-4 Dist COUNTY ROUTE 08 SBd 10 POST MILES TOTAL PROJECT 12.3/14.1 REGISTERED CIVIL ENGINEER 09/08/11 SHEET TOTAL No. SHEETS 228 624 09/08/11 QROFEssIoN DATE �a q<, STEVEN B FRISSON z w C4211 0 m PLANS APPROVAL DATE \cc NO. 93/31/12 THE STA TE OF C% L IFORNIA OR ITS OFFICERS Exp OR AGENTS SHAL L NOT HE RFSPOVSIBL E FOR � � � :a CIV IL CORIES CO FATHIS PL AN Cr OR S HE E ESS OF SCANNED OF c AL F0 BIRGE ENGINEERING, INC. 600 No MOUNTAIN AVE., B204 UPLAND, CA 91786 SUMMARY flr UTILITY GONFLIwT P LAh9 RELOCATION NO. SHEET NO. UTILITY COMPANY UTILITY DESCRIPTION UTILITY CONFLICT/ WORK REQUIRED LINE FROM STATION TO STATION LENGTH (ft) OFFSET 087 U-5 FONTANA WATER water valve(s) REMOVE/RELOCATE OR MODIFY C 24+49 N/A 68 RT 088 U-5 FONTANA WATER 16 11 water I i ne PROTECT IN PLACE C 24+45 N/A 67 RT 090 U-5 LEVEL 3 COM underground fiberoptic REMOVE/RELOCATE OR MODIFY C 28+79 160 N/A N/A 091 U-697 FONTANA WATER 12" water PROTECT IN PLACE C 39+63 40+41 78 57 RT 092 U-6 FONTANA WATER 15water REMOVE/RELOCATE OR MODIFY C 35+46 39+63 417 97 - 57 RT 093 U-6 SOUTHERN CAL EDISON pedesta19 10229 Cherry - LS3 & 10231 Cherry - TC1 REMOVE/RELOCATE OR MODIFY C 33+56 N/A 110 RT 094 U-6 SOUTHERN CAL EDISON pedesta 1 9 10233 Cherry - LS3 REMOVE/RELOCATE OR MODIFY C 33+57 N/A 110 RT 095 U-6 SOUTHERN CAL GAS 2gas REMOVE/RELOCATE OR MODIFY R-4 694+95 700+88 593 130 - 1 80 RT/LT 097 U-6 FONTANA WATER 8water REMOVE/RELOCATE OR MODIFY R-4 694+48 700+90 648 128 - 170 RT/LT 098 U-6 SOUTHERN CAL EDISON electric pole, Pole #1296494E REMOVE/RELOCATE OR MODIFY R-4 694+75 N/A 128 RT 099 U-6 SOUTHERN CAL EDISON joint pole w/ ATT/PB, Pole #2332647E REMOVE/RELOCATE OR MODIFY R-4 695+18 N/A 125 RT 100 U-6 SOUTHERN CAL EDISON joint pole w/ ATT/PB, Pole #2332646E REMOVE/RELOCATE OR MODIFY R-4 696+92 N/A 88 RT 101 U-6 SOUTHERN CAL EDISON joint pole w/ ATT/PB, Pole #2332645E REMOVE/RELOCATE OR MODIFY R-4 698+38 N/A 1 RT 102 U-6 SOUTHERN CAL EDISON joint pole w/ ATT/PB, Pole #2332644E REMOVE/RELOCATE OR MODIFY R-4 699+62 N/A 93 LT 103 U-6 SOUTHERN CAL EDISON joint pole w/ ATT/PB, Pole #740018E PROTECT IN PLACE Washington 41+42 N/A 22 LT 104 U-6 FONTANA WATER fire hydrant REMOVE/RELOCATE OR MODIFY R-4 695+50 N/A 121 RT 105 U-6 FONTANA WATER tee and valve only REMOVE/RELOCATE OR MODIFY R-4 700+30 N/A 95 LT 106 U-6 SOUTHERN CAL EDISON parking lot light, Pole #1931770E REMOVE/RELOCATE OR MODIFY R-1 693+00 N/A 1 1 0 LT 107 U-6 FONTANA WATER water valve(s) REMOVE/RELOCATE OR MODIFY C 37+81 N/A 132 RT 109 U-697 SOUTHERN CAL EDISON underground electric PROTECT IN PLACE C 37+73 40+04 231 46 - 51 RT 110 U-6 SOUTHERN CAL EDISON electric pole, Pole #4013524E REMOVE/RELOCATE OR MODIFY C 37+43 N/A 83 RT 111 U-6 SOUTHERN CAL EDISON trans° guy pole, Pole #4026550E REMOVE/RELOCATE OR MODIFY C 38+49 N/A 51 RT 1 1 2 U-6 SOUTHERN CAL EDISON parking lot light(s), Pole #2254058E REMOVE/RELOCATE OR MODIFY C 37+07 N/A 63 LT 1 1 3 U-6 SOUTHERN CAL EDISON parking lot I i ght(s ), Pole #4196070E REMOVE/RELOCATE OR MODIFY C 38+75 N/A 67 LT 1 1 4 U-6 CITY OF FONTANA catch basin REMOVE/RELOCATE OR MODIFY C 38+14 N/A 82 RT 115 U-6 CITY OF FONTANA catch basin REMOVE/RELOCATE OR MODIFY C 39+97 N/A 29 LT 116 U-6 FONTANA WATER fire hydrant REMOVE/RELOCATE C 37+93 N/A 129 RT 117 U-6 FONTANA WATER water valve(s) REMOVE/RELOCATE OR MODIFY R-4 695+42 N/A 125 RT 118 U-6 SOUTHERN CAL EDISON underground electric REMOVE/RELOCATE OR MODIFY R-4 694+20 694+23 31 129 - 128 RT 119 U-6 FONTANA WATER water valve(s) REMOVE/RELOCATE OR MODIFY R-4 695+54 N/A 120 RT 120 U-6 FONTANA WATER water valve(s) REMOVE/RELOCATE OR MODIFY R-4 694+48 N/A 128 RT 121 U-6 FONTANA WATER water valve(s) REMOVE/RELOCATE OR MODIFY C 34+75 N/A 62 RT 122 U-6 FONTANA WATER water valve(s) ADJUST TO GRADE C 39+62 N/A 44 RT 123 U-6 SOUTHERN CAL EDISON underground electrical vauIt, M5581939 ADJUST TO GRADE C 39+28 N/A 44 RT 124 U-6 AT&T -PAC BELL pedestal REMOVE/RELOCATE OR MODIFY C 39+91 N/A 41 LT 125 U-6 AT&T -PAC BELL telephone pole REMOVE/RELOCATE OR MODIFY Washington 40+51 N/A 51 RT 126 U-6 FONTANA WATER 12" water PROTECT IN PLACE C 39+63 82 N/A N/A 127 U-697 FONTANA WATER 15water PROTECT IN PLACE C 39+63 46+20 657 25 - 31 LT BORDER LAST REVISED 7/2/2010 USERNAME=>cdrake DGN FILE => 846800ka014odgn RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 UTILITY PLAN U-13 0800000744 N � O 00 N� o0 F")LD 00 ww 00 J a- a- wW Q o� z o 0 L I ofw o � � I Q O 01011 X 0 w M I V) Q 0 om w m Q� o Jz w o �CD U w QU U 0 U SUMMARY OF UTILITY CONFLICT PLAN Dist COUNTY ROUTE 08 SBd 10 POST MILES TOTAL PROJECT 12.3/14.1 REGISTERED CIVIL ENGINEER 09/08/11 SHEET TOTAL No. SHEETS 229 624 09/08/11 QROFEssIoN DATE �a q<, STEVEN B FRISSON z FT PLANS APPROVAL DATE cc No. 9 1 0 �,, � EXp03/ 1 31 /12 � THE STA TE OF C% L IFORNIA OR ITS OFFICERS C I V I L OR AGENTS SHAL L NOT BF RESPONSIHL E FOR �. �P CORIES CO RACHIS PLANCr OR S HEFT E7ENESS OF SCANNED T F cAL 1F0 BIRGE ENGINEERING, INC. SANBAG 600 N. MOUNTAIN AVE., B204 1170 W 3RD STREET UPLAND, CA 91786 SAN BERNARDINO, CA 92415 RELOCATION NO. n- o X UTILITY CONFLICT/ WORK REQUIRED LINE FROM STATION o LENGTH (ft) OFFSET 128 U-697 CL 211 gas PROTECT IN PLACE C 39+55 46+60 705 U �X 129 n SOUTHERN CAL EDISON X PROTECT IN PLACE z 44+30 � O 40 LT U) U-7 Z w 0 m J 43+90 46+59 Q 55 o 131 rr, SOUTHERN CAL EDISON z REMOVE/RELOCATE OR MODIFY LC)U 0 � N/A X m � U SOUTHERN CAL EDISON joint transmission pole w/ TWT, Pole #4026548E z z � w 51 I I > U-7 SOUTHERN CAL EDISON w REMOVE/RELOCATE OR MODIFY 0 43+38 z V) RT Q U-7 W fire hydrant II D 40+41 L ~ Q 135 JN FONTANA WATER ~ z Q •- C 0 N/A U L U 136 SUMMARY OF UTILITY CONFLICT PLAN Dist COUNTY ROUTE 08 SBd 10 POST MILES TOTAL PROJECT 12.3/14.1 REGISTERED CIVIL ENGINEER 09/08/11 SHEET TOTAL No. SHEETS 229 624 09/08/11 QROFEssIoN DATE �a q<, STEVEN B FRISSON z FT PLANS APPROVAL DATE cc No. 9 1 0 �,, � EXp03/ 1 31 /12 � THE STA TE OF C% L IFORNIA OR ITS OFFICERS C I V I L OR AGENTS SHAL L NOT BF RESPONSIHL E FOR �. �P CORIES CO RACHIS PLANCr OR S HEFT E7ENESS OF SCANNED T F cAL 1F0 BIRGE ENGINEERING, INC. SANBAG 600 N. MOUNTAIN AVE., B204 1170 W 3RD STREET UPLAND, CA 91786 SAN BERNARDINO, CA 92415 RELOCATION NO. SHEET NO. o UTILITY DESCRIPTION UTILITY CONFLICT/ WORK REQUIRED LINE FROM STATION TO STATION LENGTH (ft) OFFSET 128 U-697 CL 211 gas PROTECT IN PLACE C 39+55 46+60 705 42 �X 129 Q SOUTHERN CAL EDISON X PROTECT IN PLACE C 44+30 46+59 229 40 LT 0 �' U-7 Z underground electric 0 m C 43+90 46+59 o� 55 o 131 U-7 SOUTHERN CAL EDISON joint transmission pole w/ TWT, Pole #4026549E REMOVE/RELOCATE OR MODIFY LC)U 40+04 N/A X RT � U-7 SOUTHERN CAL EDISON joint transmission pole w/ TWT, Pole #4026548E REMOVE/RELOCATE OR MODIFY C � U 51 I I 133 U-7 SOUTHERN CAL EDISON E REMOVE/RELOCATE OR MODIFY 0 43+38 N/A 30 RT z U-7 W fire hydrant II D 40+41 L ~ Q 135 JN FONTANA WATER ~ REMOVE/RELOCATE OR MODIFY Q •- C N/A U L N 136 U-7 N n a - REMOVE/RELOCATE OR MODIFY C SUMMARY OF UTILITY CONFLICT PLAN Dist COUNTY ROUTE 08 SBd 10 POST MILES TOTAL PROJECT 12.3/14.1 REGISTERED CIVIL ENGINEER 09/08/11 SHEET TOTAL No. SHEETS 229 624 09/08/11 QROFEssIoN DATE �a q<, STEVEN B FRISSON z FT PLANS APPROVAL DATE cc No. 9 1 0 �,, � EXp03/ 1 31 /12 � THE STA TE OF C% L IFORNIA OR ITS OFFICERS C I V I L OR AGENTS SHAL L NOT BF RESPONSIHL E FOR �. �P CORIES CO RACHIS PLANCr OR S HEFT E7ENESS OF SCANNED T F cAL 1F0 BIRGE ENGINEERING, INC. SANBAG 600 N. MOUNTAIN AVE., B204 1170 W 3RD STREET UPLAND, CA 91786 SAN BERNARDINO, CA 92415 RELOCATION NO. SHEET NO. UTILITY COMPANY UTILITY DESCRIPTION UTILITY CONFLICT/ WORK REQUIRED LINE FROM STATION TO STATION LENGTH (ft) OFFSET 128 U-697 SOUTHERN CAL GAS 211 gas PROTECT IN PLACE C 39+55 46+60 705 42 LT 129 U-7 SOUTHERN CAL EDISON underground electric PROTECT IN PLACE C 44+30 46+59 229 40 LT 130 U-7 SOUTHERN CAL EDISON underground electric PROTECT IN PLACE C 43+90 46+59 269 55 RT 131 U-7 SOUTHERN CAL EDISON joint transmission pole w/ TWT, Pole #4026549E REMOVE/RELOCATE OR MODIFY C 40+04 N/A 51 RT 132 U-7 SOUTHERN CAL EDISON joint transmission pole w/ TWT, Pole #4026548E REMOVE/RELOCATE OR MODIFY C 41+73 N/A 51 RT 133 U-7 SOUTHERN CAL EDISON joint transmission pole w/ TWT, Pole #4289945E REMOVE/RELOCATE OR MODIFY C 43+38 N/A 30 RT 134 U-7 FONTANA WATER fire hydrant REMOVE/RELOCATE OR MODIFY C 40+41 N/A 51 RT 135 U-7 FONTANA WATER fire hydrant REMOVE/RELOCATE OR MODIFY C 41+02 N/A 33 LT 136 U-7 AT&T -PAC BELL pedestal REMOVE/RELOCATE OR MODIFY C 43+44 N/A 41 LT 137 U-7 SOUTHERN CAL EDISON electrical vauIt, #S5463516 ADJUST TO GRADE C 44+04 N/A 52 RT 138 U-7 SOUTHERN CAL EDISON transmission electrical vauIt, #V-TM4552 REMOVE/RELOCATE OR MODIFY C 44+56 N/A 48 RT 139 U-7 SOUTHERN CAL EDISON pedestal, Cherry/Valley - TC1 REMOVE/RELOCATE OR MODIFY C 45+89 N/A 57 RT 140 U-7 SOUTHERN CAL EDISON underground electric PROTECT IN PLACE C 43+91 44+20 29 60 LT 141 U-7 FONTANA WATER water valve(s) REMOVE/RELOCATE OR MODIFY C 41+00 N/A 33 LT 142 U-7 SOUTHERN CAL EDISON transmission guy pole, Pole #4721001E REMOVE/RELOCATE OR MODIFY C 43+40 N/A 41 LT 143 U-7 FONTANA WATER water valve(s) ADJUST TO GRADE C 45+42 N/A 30 LT 144 U-7 FONTANA WATER water valve(s ADJUST TO GRADE C 40+40 N/A 35 RT 145 U-7 SOUTHERN CAL EDISON pedestal box REMOVE/RELOCATE OR MODIFY C 46+18 N/A 80 RT 146 U-7 SOUTHERN CAL EDISON trans° guy pole, Pole #1216048E REMOVE/RELOCATE OR MODIFY C 40+03 N/A 125 RT 147 U-7 AT&T -PAC BELL underground telephone PROTECT IN PLACE C 43+43 46+59 316 41-46 LT 148 U-7 CITY OF FONTANA storm drain grate REMOVE/RELOCATE OR MODIFY Va I I ey 48+54 N/A 60 RT 149 U-7 SOUTHERN CAL EDISON electric pole, Pole #706626H PROTECT IN PLACE C 41+28 N/A 86 RT 150 U-7 SOUTHERN CAL EDISON joint transmission pole w/ TWT, Pole #4289934E PROTECT IN PLACE C 45+42 N/A 81 RT 151 U-7 SOUTHERN CAL EDISON underground electric PROTECT IN PLACE C 43+91 120 N/A N/A 152 U-7 SOUTHERN CAL EDISON underground electric PROTECT IN PLACE C 44+31 120 N/A N/A 153 U-7 TW TELECOM undergound telephone PROTECT IN PLACE C 45+42 46+59 117 80 RT 154 U-7 FONTANA WATER 10 11 water I i ne PROTECT IN PLACE Va I I ey 46+18 50+07 389 41 RT 156 U-8 SOUTHERN CAL EDISON joint pole w/ ATT/PB and TWC, Pole #4253840E PROTECT IN PLACE I-10 708+85 N/A 172 LT 157 U-8 TW TELECOM undergound fiberoptic REMOVE/RELOCATE OR MODIFY I-10 708+49 370 N/A N/A 158 U-8 TW TELECOM undergound fiberoptic w/ client occupants REMOVE/RELOCATE OR MODIFY I-10 708+49 370 N/A N/A 160 U-8 SOUTHERN CAL EDISON electrical poIe, Pole #1826134E PROTECT IN PLACE 1-10 707+00 N/A 192 LT 161 U-8 SOUTHERN CAL EDISON electrical poIe, Pole #1826239E PROTECT IN PLACE 1-10 705+26 N/A 216 LT 164 U-10 FONTANA WATER 8" water/16" casing PROTECT IN PLACE I-10 734+75 265 N/A N/A 165 U-10 AT&T -PAC BELL underground telephone PROTECT IN PLACE 1-10 735+10 265 N/A N/A 166 U-10 AT&T -PAC BELL underground telephone PROTECT IN PLACE I-10 735+01 265 N/A N/A 169 U-10 SOUTHERN CAL GAS 4'I gas/6" casing PROTECT IN PLACE I-10 734+93 265 N/A N/A BORDER LAST REVISED 7/2/2010 USERNAME=>cdrake DGN FILE => 846800ka015odgn RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE UTILITY PLAN 0800000744 z N � o00 NN o0 o0 �LD 00 ww 00 wW Q o � z O O L I O w O � � I Q O 11111111111111411 x 0 J' x 0 w m cn o > w w L > w w � o Q 0 � Q U Cn mI r w m �Qo �z w U , U w aw = U o U 0 V / LL nw LL w = a Q z w o = U U z � o ,L z Q z Q w z 0 U z O Q F_ O r cn z Q F_ II O F_ z W F_ Q W I Q z � O LL_ STATIONARY MOUNTED CONSTRUCTION AREA SIGNS SIGN No. SIGN CODE No. OF SIGNS PANEL SIZE WOOD POST SIGN MESSAGE No. OF POSTS POST SIZE 01 W20-1 8 3611 X 3611 1 611 X 611 ROAD WORK AHEAD 02 G20-2 8 3611 X 18" 1 4" X 6" END ROAD WORK (3) C40 (CA) 2 10811 X 4211 2 611 X 611 TRAFFIC FINES DOUBLED IN CONSTRUCTION ZONES ® FUNDING SIGN 2 13211 X 8411 2 611 X 611 SEE STANDARD PLAN T7 (TYPE 2) AND DETAIL BELOW �5 FUNDING SIGN 2 9011 X 6011 2 611 X 611 SEE STANDARD PLAN T7 (TYPE 1 ) AND DETAIL BELOW © W16-1 6 2411 X 3011 1 411 X 411 SHARE THE ROAD W1 1 -1 6 3611 X 3611 BICYCLE SYMBOL 0 --w--To Los Angeles �L01ti' Your Tax Dollars _ AT WORK HIGHWAY CONSTRUCTION Of YEAR OF COMPLETION: 2013 FEDERAL HIGHWAY TRUST FUND STATE HIGHWAY FUNDS SAN BERNARDINO COUNTY TRANSPORTATION FUNDS TVDC 1 " ,I HIGHWAY CONSTRUCTION OFTRgHSAo�� YEAR OF COMPLETION 2013 Q 9� z YEAR HIGHWAY TRUST FUND �g1ES OF STATE HIGHWAY FUNDS P SAN BERNARDINO COUNTY TRANSPORTATION FUNDS BORDER EAST REVISED 7/2/2010 T V D C 7 USERNAME=>p0026551 DGN FILE => 8468001c001.dgn VALLEY Blvd FONTANA n Irnnv n.._ /-\n LEGEND OCONSTRUCTION AREA SIGN NUMBER i SIGN (ONE POST) SIGN (TWO POST) WASHINGTON Dr Br No 54-1292 CHERRY Ave OH 4 Br No 54C-0065 ----Ji BOYLE Ave ------------ II SLOVER Ave 1 ( —_,_ 1 6 1,11 &V 7, THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES AI/1TrC-o Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 230 624 S-u-� h Com--- —09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORiES OF TH/S PIAN SHEET SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 SOON c �� ANN CHEAH w (No. 52143 71�z � Exp. � ' CIVIL CAL tiP ATF OF PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 10 SEE STAGE CONSTRUCTION PLANS FOR SIGNS NOT SHOWN. 20 REMOVE OR COVER ALL CONFLICTING SIGNING AS DIRECTED BY THE ENGINEER° 3. LOCATIONS OF CONSTRUCTION SIGNS SHOWN ARE APPROXIMATE° EXACT LOCATIONS TO BE DETERMINED BY THE ENGINEER° 1 740 -------- I 75------ 73---- ------ 0__ ---_-•_====_- To San Bernardino Union pacific RR 2 Isj 4 l[I 1/ �I UNIT 2232 CONSTRUCTION AREA SIGNS NO SCALE PROJECT NUMBER & PHASE CS -1 0800000744 a N o Ln N N N n � II II 00 LULU 00 J J a- a - LU W 1— :2 a o � z O P O u I 'O w O a O 0 1 X01 THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES AI/1TrC-o Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 230 624 S-u-� h Com--- —09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORiES OF TH/S PIAN SHEET SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 SOON c �� ANN CHEAH w (No. 52143 71�z � Exp. � ' CIVIL CAL tiP ATF OF PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 10 SEE STAGE CONSTRUCTION PLANS FOR SIGNS NOT SHOWN. 20 REMOVE OR COVER ALL CONFLICTING SIGNING AS DIRECTED BY THE ENGINEER° 3. LOCATIONS OF CONSTRUCTION SIGNS SHOWN ARE APPROXIMATE° EXACT LOCATIONS TO BE DETERMINED BY THE ENGINEER° 1 740 -------- I 75------ 73---- ------ 0__ ---_-•_====_- To San Bernardino Union pacific RR 2 Isj 4 l[I 1/ �I UNIT 2232 CONSTRUCTION AREA SIGNS NO SCALE PROJECT NUMBER & PHASE CS -1 0800000744 a N o Ln N N N n � II II 00 LULU 00 J J a- a - LU W 1— :2 a o � z O P O u I 'O w O a O STAGE 1A CONSTRUCTION FEATURES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS I � _171 1.1 � �� =�,_ _._ _ �� 0 8 S B d 1 0 1 2 TS 3/ 1 4 TS 1 2 31 6 2 4 ASP, ❑1 CONSTRUCT SLOVER Ave IMPROVEMENTS ON THE SOUTH SIDE -�'` - ---_-- — I asPx AS. F -1 --� a=P 0 9- 0 8 -1 1 iEss 10 [2] CONSTRUCT I-10 WB ON-RAMP I ;il k-1 "III1 All. I REGISTERED CIVIL ENGINEER DATE Q Nq - oo ___- ------ ❑ SOON AVH REMOVE EXISTING MEDIAN AND CONSTRUCT TEMPORARY PAVEMENT ON j I�, �I �I AS ,I �❑ Da ANN CHEAH z -, - 1 .=Px r �� i �I aSRx 09-08-1 1 m[3] _ _ ____ ,� II 52143 SLOVER Ave �.— �� II, n N0. ` �' l I i, -1y I II L o PLANS APPROVAL DATE 1 =j ASP. 1 i I I II ASP. Exp. ❑4 CONSTRUCT WASHINGTON Dr IMPROVEMENTS I,---- - °�" II -7 I`I�I III I �r THE STATE OF CALIFORNIA OR ITS OFFICERS ' I I I OR AGENTS SHALL NOT BE RESPONSIBLE FOR STq CIVIL �P —„ i j THE ACCURACY OR COMPLETENESS OF SCANNED TF OF CAL IF00� CONSTRUCT I-10 CHANNEL _____COPIES OF THIS PLAN SHEET[5] - _---------------------- - - - - - ---- -- _--- _ _ -- sPn ET TIM espx - - - - - - - -- --_- _ _ F_ —= PARSONS D. =-- SANBAG - `;o ° fix- �-- — — - 3200 EAST GUASTI ROAD _ 7°—'— — I x X` x� ix _ X r 1170 W 3RD STREET >_ 0 [6] CONSTRUCT CHERRY Ave WIDENING NORTH OF 1-10 ON THE WEST SIDE L `°"` �«� _ '� �-= � ,� ONTARIO,CALIFORNIA 91761 SUITE 200 SAN BERNARDINO, CA 92410 rDONF 1 CQ x X I— o w SEQUENCING _ ` 1 w [7] CONSTRUCT 1-10 WB OFF RAMP "5� X ASPM I DONC WITHIN A STAGE AT a$Px FDxE � � W X �- I w CONTRACTOR'S ❑ I II aS G� Q CONSTRUCT BRIDGE ABUTMENT AND RETAINING WALL„ - -� I°—° ��'����, � X X II --x �x —'—' `— [8] r--_:� o DISCRETION �—•—• — asPx 1 111 i i azvx asvN p* X asox "sv" I 1 II "� I � I I Ix asvu I CONSTRUCT TEMPORARY TRANSITION PAVEMENT FOR I-10 WB OFF -RAMP "S� LJJ ;'; 11 ► II I� I ' I I D — g 191 ISI �` _ �I -_ < U I 111\x I I//'^� cant I \ \ \ _ OAC ,I , �` L �,/ J DIRT PILES x 10 CONSTRUCT BRIDGE OVER THE RAILROAD WEST OF EXISTING BRIDGE 'I'1II •�" . °� °SF" ❑ ASP. �--„ X z 41x ► — ' I —� 1 �—❑ > 11 CONSTRUCT PORTION OF THE I-10 EB OFF -RAMP AND RETAINING WALL --- ����„ I --I ❑ �['' I asPx asPx 1 x asPx x —� as.x X 1 I I x x I I o ` X II 1 I� :9] , 1 X x-x—�X > ❑REMOVE EXISTING MEDIAN AND CONSTRUCT TEMPORARY PAVEMENT ON `J n �T ( ; SII II t1 X x I X x �� X- X 12 I I CHERRY Ave - X X I ' ,11 K _x - - o'� 1 I I x I" x P I X—X ❑CONSTRUCT PORTION OF 96" RCP DRAINAGE PIPE ON CHERRY Ave SEE r 1 1 p X , X �SN X x 4 x x� ✓X� 1 I� 1 3 9 ��� I I, 1 1 o I ��1 �1 -x �X � I I I I I x 1 1 a L I FMK DRAINAGE PLANS � I III J - - � � � x �I ❑>d � � ---J 11 - I x y 1 i X- � X X II I I X 1 4 CONSTRUCT SOUNDWALL ALONG 1-10 WB OFF RAMP, SEE SOUNDWALL PLANS 8 1 , I I x I x 5 I °d Lx�`� -_ L�Jl x x x sPx rti — ^conc I " h X I� ASN INCTON DR ASPM a5.x ' I IO��-- x —�"°Sx TON DR 5 AS. — — — " N I n R X 1 — — — —_ �m m 1 5 CONSTRUCT TEMPORARY PAVEMENT ON OUTSIDE SHOULDER ALONG I-10 2"` F �� j 1 �--- �o n a w o , I �= _� �Sl % X ❑ I1J-X x _ o� J z - x- � ® X o �R I X x x X ® xy € �`� U �I�11 X11 I� -JI MI II -- , ��—� L=====__--- � x- x �FDxF x X J (/1 W I .svx x II x x ►J(c _ XJ, a I I �,LI - � �-=�=-�� x — — — � ���_ � L I � .=Rx asPx 1 x ` l corn: [ I _ _ �' / 3 2IRA —X—�— x I I I I asPx I — s x x — — — x— — x _ - - _ _ __ _ _ _ _ - - - - - - _�x — — — —x— —x— - % - I - _ 1 I - -- - -J ---- _ ------_-- _- _ - - I - =-- = -- - - - _ - - - _�_�_� _ _ _ _ _ - ' _ __n .� — -- -- — — — _- ----_- �_ _-------_- --- ----- ----- --- -= — — — -- _ -- _ — __ —� __— --- __ ___ _—__ _— __ _ _— — — _ _ —fits— 6 > ---' — _ _—_— ----- ——______ _ — _ __—_`=—_ _ _ — — _ -— __=�°�1— _ _ _`_-- — — — — — X10—�� — — —sx To- LLI Via• — _ — _ -- _ —Z_ +11=� _ — --Li 705 7 8 9 7X� x� x x—x—x-- 7 —.- __ "sPx 2 3 x 4 x x x x x x — _ _ — _ — C — �_ SDDt'Q —x x X. --X J( U R _--• —+ --_-- asPx •S� — ` —_ -- —x h — ASP ———— — — — _ __--- ------DIRE--_ —_-- ii`Soo y° --$---���- - - - - - - - - - - - - Q - - - - - - conc - - - - - - - -xs x - x x I I aS6r — Q w -�--�� _ - - - - s•D-- - - - - - - - - - - - - - ,----- x --- x _ T _ _ - - _ _ _ _ _ - - - - Isp" - - x X—x x ---- I - --- O —_ — X X h --- ou0 --- ------ _------ ----- ---- _= . 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X 1 I I I I care 5 n"I" I I T - I �`� SPX �' J x I II•------------ ` III' X I tril ASP i x� k� x X— I X- X I x I I 1 C \ J I I �I- c I I ASPM-- I I IJI - .�- co.c x� /( QI IIS CO F" __ — ll-- 0 jj I_ x I Il 1,-' 1 I I —.� I 1 f r J __ �- - J 1 I III tax 1i I I/• " I I I x I I ISIS �� I ASM, x o x X Q ° ; l' I I x x I L I r� `' AWN " x XI I' AWN ~~ I l u SPM I I I I I I IYi--IT-v I I 0�� z \ 11 II • m m r -r- o I I Q N U U x � a � U I I E II Q Z°LLJ (D ' L~ Lij Q) a I > ~ ~ U •L N (/7 V) 0 L1 BORDER LAST REVISED 7/2/2010 1111 I I � e I ASPM .SPM III III `J III .SP. III I�I�_ USERNAME=>p0026551 DGN FILE => 846800ma002.dgn I' IIS " I I I IY �I� I �r 4' 1 III � II tax Lcw L cat I AEPH THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY RELATIVE BORDER SCALE 0 2 3 IS IN INCHES UNIT 2232 u ASPM Q N - 00 C) N•• \ Q N° M n ^ LL n LL, w L- H F_ O 0 J J STAGE CONSTRUCTION PLAN STAGE 1B SCALE: 1"=200' PROJECT NUMBER & PHASE S C — 2 hj� e".' 4800000744 x 0 0 w m Un o > III w U) > > w w � n- Q 0 I om r W m a� o -J z W U — U J U) w aw = STAGE 2A CONSTRUCTION FEATURES 11 CONSTRUCT CHERRY Ave WIDENING SOUTH OF I-10 ON THE WEST SIDE [2] CONSTRUCT PORTION OF I-10 EB OFF RAMP SEQUENCING [3] CONSTRUCT CONCRETE BARRIER ALONG I-10 EB OFF RAMP WITHIN A STAGE AT CONTRACTOR'S [4] CONSTRUCT RETAINING WALL, ABUTMENT WALL ALONG I-10 DISCRETION WB MAINLINE, I-10 BRIDGE AND PIERS WEST OF CHERRY Ave F51CONSTRUCT SLOVER Ave IMPROVEMENTS ON THE NORTH SIDE ASP. ASPM m _— �? C L � Fn- � All. I I' IIIA +!1 ASM 1 v I V I I I 5 nsPN Jam. 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CIVIL OR AGENTS SHALL NOT BE RE5PON51BL E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF' CAL 1F0� COPIES OF THIS PLAN SHEET° PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 UD / I - I I I Avn I / �--- i$ I } I� C ���I----- I I X U > " II G I I I x / ASPM .� "SPN ASP. • I IAX .SP" � I II II "� I I ASPM i X kX ASP. El –or-- x� ° <pK _ = I`I� II J ` CONC J I I \\ DIRT P S ® I X X X X X X X X� I X ASPM NNC Cm'L J- I x I I— p ---- --- ASM x '°A ® ASM F ASP" \ \ ® ® " .J ASP. ASPR X L — — — — — — — — — I �� CONC L� I I- 41T .� I I -�-- _--x X -X� L - -�X-X-X X X L� x� 4] -x�x _x = 1 ® X X X �J< X X ' X X i -- �/�IIEII X x -„�- I �.--«I X I -- ----- --- --- I'�( ZG ASM-' ASPM . 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L II AI I .� �x V , �jllll fl � I U9 -- �- , F — --p E16L' Lu I I �j I I ------------ ~ I x I I X ___I I I I x ASPM ASP. A� I I' I II r A=PM i I Ir'�Xl II T� LA ASP. 4-7� i II � _ L — — — —— —___—__ — — a _x__j I I ASPM L-ju� 1 I I I9( 1 \ \ DIRT PILES Dist I om r POST MILES W m W TOTAL PROJECT a� o 08 -J z W 12.3/14.1 234 624 U - U J U) w SOON aw = 09-08-11 O = STAGE 2B CONSTRUCTION FEATURES 1 CONSTRUCT PERMANENT PAVEMENT ON CHERRY Ave AND SLOVER Ave DURING ONE WEEKEND INTERSECTION CLOSURE \II�II,IIIII \IP . L II AI I .� �x V , �jllll fl � I U9 -- �- , F — --p E16L' Lu I I �j I I ------------ ~ I x I I X ___I I I I x ASPM ASP. A� I I' I II r A=PM i I Ir'�Xl II T� LA ASP. 4-7� i II � _ L — — — —— —___—__ — — a _x__j I I ASPM L-ju� 1 I I I9( 1 \ \ DIRT PILES Dist COUNTY ROUTE POST MILES SHEET TOTAL W TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 234 624 09-08-11 a a SOON z w 09-08-11 O = 0 52143 m No. PLANS APPROVAL DATE U THE STATE OF CAL IFORNI,4 OR 1 T OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5F0N519L E FOR ST �P qTF THE ACCURACY OR COMFL ETENf55 OF SCANNED of CAL IV COPIES OF THIS FLAN SHEET, z o SANBAG � z 1170 W 3RD STREET LL- a SAN BERNARDINO, CA 92410 z Q z O STAGE 2B CONSTRUCTION FEATURES 1 CONSTRUCT PERMANENT PAVEMENT ON CHERRY Ave AND SLOVER Ave DURING ONE WEEKEND INTERSECTION CLOSURE \II�II,IIIII \IP . L II AI I .� �x V , �jllll fl � I U9 -- �- , F — --p E16L' Lu I I �j I I ------------ ~ I x I I X ___I I I I x ASPM ASP. A� I I' I II r A=PM i I Ir'�Xl II T� LA ASP. 4-7� i II � _ L — — — —— —___—__ — — a _x__j I I ASPM L-ju� 1 I I I9( 1 \ \ DIRT PILES Dist COUNTY ROUTE POST MILES SHEET TOTAL �0') TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 234 624 09-08-11 REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpN�� 00 SOON Ld w 0 ANN CHEAH z 09-08-11 H F- - 0 52143 m No. PLANS APPROVAL DATE THE STATE OF CAL IFORNI,4 OR 1 T OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5F0N519L E FOR ST �P qTF THE ACCURACY OR COMFL ETENf55 OF SCANNED of CAL IV COPIES OF THIS FLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 I I I— \\ ® I— X •SPM I ---Sax II ASPM SPM L J A-. ®�. I� III � °� 4 I� x - - — ASPx I I I �! _ ---� \ ��_.____ x_x—X X X • -� -- x x X x 0 x �I —\ x ---Ir----- --- —}--I I I x `,� j� I ASPM AsPx , II x ASPM I i i I .J II ASax I x x �x-�— _I I f II I \\\! J kk ��� I Q I �X ! ti Lx� � = _ _ �- _ _ � Vxi I f f n � I I I �� �� � _ II x � II I� X \� x X---�-x X� X-�I � --�- oIR� IX ASPMP l X II II II II II II II II II II I I I f - \ II I II �I I X X x J x DIRT - - x= -x x II x X I X X I X X X—x II �1 I r ,� i v, r'. L, I W I I I I I ��--------- I I s. X I X \ I I I� !- \ x ; I I I x � x - — I II x I II II I I II II II II J (� i I I III x x�\\� x> \ x d I I I I I_ I I I X c.c x II I II a=Px I II II II I II II III x -� I I I x 4 \ DIR, PILES \ I� 1 -\ II II \ _1_ _ ���14 3 l li -- - �\ I� I I I I X - o I I �_ _ X I xl \\ _I X I ®IIx x X 1. o �" X L- xJ - �I i I I 11 _ x- _�I X_ _ X B -E - � — y x — X, _ x \ x� —AX — X I I I yy I X \ ASPM I D —rte �X ° A i XT t-j D A x I •SPM —� 1 NASX IMDTW q ASPM \ _II — — II�Oxf_ II aSPx X YAG GTDN DP NASMINCTa 00. -x=x h X I - x I I ` � \ + XIxX \IJ'\ a x x X xX x x- x x ��x I I S _xP-1 X —.—� - _ �x � � . ❑ x _ � _ L -Q P � I I u X l d❑ o x d X I EoxE p - aBPx - _ - - II II -- - — — I III _ III UBD. �x\ ®x �xc x -- I x ® x xj XI f==== �L ► I I x —X al x X I� II q Ix �.r- asPx x o - - -- �_ x.�, ,-__-��\'jx x�ix x� -- ASP. X X X X 0 3 _ I � .c I — —. — — — —— C — aBPx Ix �\ —� ——� �- I \ 1 — 2 _ - - - — II x 3 - - - - - - - - - - _ ASPM — — /—� —C - - - - - °- - ��'� - - - - - - - - - - - - -. _ �� - - - - - -wic- `-- - - - 3BD_16_ _- - _ _ _ - - - - - - - - - - - - - - -—__—�-- A ----- - - - - - - - - SBO_,0 - - - - - - COxC =11 - 1 IN� - X— ?<-- X— - - - - asv„ �J� x ��Y;�—x z —x — —x— —X— — — — 685 6 � a5P _ _ _ _ _ = SBS _ _ - - - - - - - - - - - - - - - - - - - - - - - -- st,-='D= _ _ _ _ _ - _ _ _ _ _ _ _ - _ _ `"` - - - - - - � ----------------- - ----- _- __ - - - - _ SBD JO _ - _ C� SBD_- ,� - _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ � � �-6—�= - _ = = = = = = _ - - - - - - _ - _ _ _ _ sSo__ _ _ _ _ - - - - - - - - - - - - - - - - - _ co.c _ _ - _ _ - - - - - - - - -- - - - - - - - - - - - - per- - - - - - - 10-_-----_-_-- - - - - - - - - - - _ - - - tau - - Sao -w - - - - -c°"c - - - _-----°�-- — __ _ - -`R I - _ ----_-_-_-ASPM ------------------\-- - - - - - - - =coNc - - - 11- - - - It - - - +Q - - -cayc - - - - - - - - - - - - -- - - - _ - _ _ - - _ _ - - - - I AsvM --- - --\-I_-Z_— X— X \ _ Ta1C - I x X- cow _ _ - _ ASPM - _ - _ - - _ - - - -- .SPx - —Ti- r� — 0695 �� X700 1 2 3 X 4 X 705X 6x x x x _---- sax� —4- - - - - - - - - - - - - - - - - - - - fn XIX X X—x x R r — 7� R -- 6 =7 —$ - - - tau - - - - - - - sm v,o _ - - - -caxc - - - - r l X - - - =X ' - - - - - - 9-.CONC - asPn • —T ' I -- — — — — _-�1 — -- — �\ eg h L \x X_X J(- -Esvx - - - - - - - - - - x x X x X x uPRR 1 I I --— __ �___---- --- --� ------ SPM X X x y9 X x --)<—x—h ____ I L _ — X a Ott ------- ---- DIRT 1 1-----OIRT -- —� �\ -- x -__----- DTar_------- --- xr x x ------- R---7�—x—?�— X-- \X x� �— ' T I----DIR, ---�— x\ \ x _ LY x C / _\_,— X==� x == x i x \ Xe I x x x \- \ X—X x d e r — — — rl — — OTa �- x x I 1 tau —, �_ �\ I ca,c �.. \ +• i �'� X, /\ x I ►. I ASPM r I I I I I x 1-J, I/\ o; + II�� / /\� IJ JI ® ASK. �� I' �°° ,fes �\ x x IpIIII tlI I I —� — IIS < 1 I J I �x_x \ \r�/ �x—�-x I DIR, PILES \ Ix I k ASPM I x x II- ASPx x x I I I I i \ + EXISTING R A I L RrO A D I I �• I CDxE I I \�\ -� x I rx I I I I 1 X r� 1 I I �Dx I IL_I'I� [�xEI IIx \ I I I ° \�! LII& � .�� � =Ld � I —� GIS--- J —�-�- L=� \—J ���.� —� _�sx —1 AVE SPM BOriE AVE SPM AS Px WILE AVE I SPx WILE AVE ASR1 — — _ ASPM BOriE AV / II I I I I I 1�-- — — �\�—�r �x---I-\�=�:-•—x— =•� r� r=-x� -,� 1—x—x— X�X� CONC�� x x __� I loI x i II I I I II \j I \ r I o f EDxT I I �� I I n I\ x r I ASPM I 1 �J ASPM 1 I 1 \ I J —) I. I e I fMrE ASPM EDYE xl I 1 1 11 II I I• I II X II 1x I I x —J II I I II •� I I I I L 1 — II � EDxE � IXI ` I r I EAC-' I I I I CDxE l 1 I ASP* z I x m I I IIX����x i EDxE X —rx ASP. ® I r --r x I I I I\ �I I 1 I \F- ASP. I -I —I I ,� _ X— = 1 �I AxRo - x l Fl—, I I _sa> ( I F- tax I I j I x f # x Q XI I �a� J .SPx I_.II Ix ! .SPx I J, I ` ASPM _ ► I I I x\ x I w I f �\ x I�xI4 x II .�x J� I X _ — I* x h I ► X - _ I 1 - �J I l -�Lx� -x —x- IL�.\c\ I I I II I I I — ---c- — — — — — — I� - --- ~ =1- —•�-• \ x �-._al �_\- -__ �. X /J �,.\ I � x—x x J ��-> I �J l I-, L —II- s L = - �� �1L ,r �_�_ .� - - �-��� - - - -- ____ - - - xs---_��i JL 2�a"c-�-� -�r� _ _ - - - - - - - - - - - -asvx - - - - - - - - - - __---- i - - ---=sv----------- o^——`L-- _ — ——— —— ---_-- I�L ---/ - - - - 1— -_ —�— - - - - - - - - - - - - - - - - - - - - / -Al ---- - - -- -- --- - - - - - - - - - - - - - - - - - _ u i s s --_-SLOVER AVE --'-- = SLOVER AVE— -- =ASMI_ _ _. - �- -_ - - -_ -_ -_ -_ - - - -�% - - -- -- =�--C/-5_�x_------gL0yE3 AyC _ �� ��77--CC - IIT -�� DIKE IIIf-rI(�II�� .�,-- ,—_ _ Q Ste— �'i�J x�c ���I� J Al1 X X I 1 i 7�' 1-71\� - l I \ ASPM I I I I I It, ---------- �L�f x I t x I � LL Ir" -F-1 I� �-� = rlr— I1 I III \ l n tax x�x x �� I IF �I I L Il----�I11-- -��-I y1 i h I I IT--/ 0 li t� �� III I r � I z W Q L_I_J o \ J J m i In O X X Q O 0 1-4 0 3: -:3:: Z • m m n - O I I o O F-- � LL N U U X � Q � U II n LL P II Z LLI L~ Lij Q) a J > ~ ~ U �L N (/7 In 0 0 - BORDER LAST REVISED 7/2/2010 =1_'1,jc USERNAME=>p0026551 DGN FILE => 846800ma004.dgn II A=Px II I I ASP. II Iris � 11-7 ASVM ASPx All. THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES STAGE CONSTRUCTION PLAN I:�I STAGE 213 SCALE: 1"=200' SC—41Je"-' UNIT 2232 PROJECT NUMBER &PHASE 0800000744 Q N �0') O O N•• 1-1 N° \ r - M 00 Ld w F- H F- - 00 OO J J n STAGE CONSTRUCTION PLAN I:�I STAGE 213 SCALE: 1"=200' SC—41Je"-' UNIT 2232 PROJECT NUMBER &PHASE 0800000744 x 0 J' m 0 III w n - 0 w w Iz w Q 0 Y U_ I om r wrn aLLJ o J z W D U - U J U) W aw = U C:) U 0 V / > W a z 0 U z z Q z 0 U 1 Q w U 0 Z Q ¢ � � L�1 -� Ili � II �� L. — �� � �� --•- �--�---•- d .sPN I 11 I ' ASPN �h L --- _-- ASPxI Icoxc a5w OO JI� o IIIlII J{$ I ASPx �•— Ix� � ASPN �II I 1 Y I � I A- E = L --,u f1 asPx A. I AV.D ASP. ASPN IAVIL _-_ I LD ,I I `------- die I �.—. i" L---__-� € II I� _ �I IAlI " '----- [AIR. k- �I I ILII II II I I + pn 0 ll ll �1 aASPx svN r 1 I % U U I $ I I� All < � asvN 1 L1x—� .�1•� 1-x '� / � 1�— � I � �%x�.` — � � � _ �A--.��--.�:—.��= �-- LI`�— —r• �_ �� �� I `I � I ----------- f VALLE _BLVD -------_ --- ASPN ----- =__�G1 -P LSI-- _ _ _ _ _ _ _ _ _- -------------- ---------�� -Ay„ --------- ------------- ----- ---- - - X caNc � �x A�o r SP. L A�N I <DNc ---- I E Q U E N C I N G I .�N II—�—� L—==L— XI I I I LA-� � ----II_IxWITHIN A STAGE AT <DNC II Icw —II �� I ' `�' DR CONTRACTOR'S _ I --- I All. [D ASPN _ji cNC ---� DISCRETION � 1 1 1 ASPM I W i ff-�� .- I I ' I I X �---°---� p-�-�- ❑ , , , , x - =1u— XI Aso. X ASP. ASP. I 1 I I II ,—x9 —.T. .BPN I X ILII I�I%oc��' ` b4 `'II asP. ® I II l �Px = X I, � I x J �>�"= x x 1 1 I I STAGE 3A CONSTRUCTION FEATURES I,] REMOVE EXISTING BRIDGE DECK, OUTSIDE BENTS, COLUMNS AND ABUTMENTS AND CONSTRUCT NEW PIERS, ABUTMENTS AND BRIDGE OVER ROUTE I-10 FOR EAST HALF OF CHERRY Ave SHEET [2] CONSTRUCT THE REMAINING PORTION OF RETAINING WALL AND I-10 EB OFF RAMP No. [3] REPAVE EXISTING BRIDGE # 54C-0065 OVER THE RAILROAD AND SBd CONSTRUCT CHERRY WIDENING SOUTH OF 1-10 ON THE EAST SIDE 235 CONSTRUCT RETAINING WALL, CONCRETE BARRIER AND PORTION OF 09-08-11 1-10 EB ON-RAMP n � II II [5] CONSTRUCT TEMPORARY PAVEMENT TO BE UTILIZED IN STAGE 4 [6] CONSTRUCT MEDIAN CONCRETE BARRIER AND INSIDE SHOULDERS ALONG 09-08-11 1-10 MAINLINE AS FINAL WORK ELEMENT OF THE STAGE Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 235 624 CC, -t- 09-08-11 '. , n � II II REGISTERED CIVIL ENGINEER DATE �O QR�FESS10N4<' � p - ANN CHEAH z 09-08-11 F -F_ No. 52143 m PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR I TS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE RE5P0N519L E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED OP CAL IV COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 ASPIA �J .sPll x I -� I I I 1 .SPN x L -ix --r I' jIIIIIII'� I +1 I \ I' I I Q 1 1 I� I I I I 11 -�- �x '' _ I I� ILEI n n I I L J L J I - I I x II I� x xX X x x-] \\ -_ Px x DIRT PILES II II II II II II II II II II I n I T. ��I �' 1 1 III X X X J X <�c X DIRT I II ll `I �� �--�, x I I I—----1 x x X I II II I I II II I 1 Ix X x I X X �I I �� g _, x ASPx X x lI 1 -- I I I I I II II II II II E�j; I I i I a1 =------=' I a=aN I x t'� ►, I I� —I X x II II II I I II II II II"� Jc� I II II II II I II II III X � I� x I I II_ __�_ "_ II II I x X II rl r II I I x 6 I 1 5Px 1 — �x I II I I I III I x ASPM x 1 X I F �- T� J1 Ij ' IX X X I II I I III/�\--� 19 I1 I\� I ® DIRT PILES X X CONC I I c I IX_`IEE1 \\ 1 DIRT PILES X X 114 3 I �I I ¢¢ xLT L —I � I JY1 X ®II Ix x CDNE I I�r=� _ i y7X 1 x T %i x A 'I Q x—I (L X ° -- AV VO x—'�=X� NASNINGTOx OR �� ` — — — — — / ASPN NASX INGTON OR ° I I I �1L ISI. 4T'� \ '� -- ASPM — M ASPN NA%I.TOR DR — — I "I D ( ASPM NASN TON OR \ RAVINDTON OR A-" - - - - E - "� I \ — x x I L -is- X� X x x� I(-x�� -- X� X xy T x x- ,, z, , —x ' x --� - X-��, + X x_x�—x x—T F— �� I l x X XJ X — �x 1_21 EONC� I x X x I I nn u x POOL x L-4� _ � II U J J r ❑ - � �, I-- ❑ o X _ x I I EDNC �� x It"® ®— ®X x EDx< X I -I X I• ® X� + x�`I., 11=� x.® x .=P« IIB �X- �I x �� I rx � - v x , X11 • ..rte.. ■ wmmm �- -- - - -- - - - - - - - - - - - - - - vim///fi EX X X n .. I � --- ' '• Ova ___ ----- 1 1 _ --_ GI ----- ..�.- JC X X X X` RT -�--�� I' I X ASPN II � II /rl X II II Ix I I COM �I I _ I I I I II I I - I I Ix I I I I I -1� X X II i•i ii i. EXISTING RAIL`�OAD All. \j A- X ASPN — zo � l I II I I ®c I x � -� � II I II PN I I� � I I n AtI I I I I I P P 4 --DIRT ----__ OIRi-.---X ---- X\�1 �x- x—x X X �X I \ x X C' -- Ora x x II 4 ® rJI - I I X \ r-fl3]aSPx �� / \ J ® \ \ I ; �� JII� I— � ' DIRT RILES I I <M< I <� II �� t i 1 •I r `E ASR% � I I I cN a0 vE x aSPx WILE AVE SPx aSPx BOxLE=vE I A" BOYLE AVE ASR. - - - - � All. { BOYLE AV —.—� p�f - _ ----- X X / I I I r -S` �x-ry-Il a I / X x c �\ J � I DNC � L — I IA- X x — — _ o �— �� L 1 . 1 O � �-� I L CONC I CONI COW M �<OxC-I L x --� 1 I I ASPN I ���***------III���IILJJJ 1 1 I <OxE I --� I x A I I J' I X�D <� x x C:) — � � �a II I I I ' ' I "" I ® �--® h X —r x ASPx I I II I I _ saI 1I a I II`" ------!x , -I x �I I I�� I ---- x - �� 1 6 - ►� �� t 1. 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CIVIL OR AGENTS SHALL NOT BE 1?E5F0N519L E FOR ST �P qTF THE ACCURACY OR COMFL ETENf55 OF SCANNED OP CAL IV COPIES OF THIS FLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 —P—--� r----�—�--� �Lj__ X X—> STAGE 4 CONSTRUCTION FEATURES x ° AVN = ° n I V � � I CONSTRUCT THE RETAINING WALL EAST OF THE NEW BRIDGE TO TIE IN WITH THE II i 2 l�Tim- 9 ❑ ABUTMENT CONSTRUCT REMAINING PORTION OF THE I-10 EB ON-RAMP o I I II J I DIRT PILFS _ A- \� � � SEQUENCING °B'" —� WITHIN A [2]CONSTRUCT CHERRY Ave IMPROVEMENTS NORTH OF 1-10 -.—.— x x3 x x --I STAGE AT F_ —�' — cDwJ "_'. ' ' "SP" � CONTRACTOR'S I max- [3] CONSTRUCT TEMPORARY PAVEMENT ON CHERRY Ave TO BE UTILIZED IN STAGE 5A II II II o i! !1 i — �- I ii ii .I DISCRETION .BM �! I I II II I I II II 0 �1 ' x x X I � t T. II 1' I'x X I X X X II I I 11 II �1 J _____-- ! 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CIVIL OR AGENTS SHALL NOT BE RE5FON51BL E FOR S/ �P THE ACCURACY OR COMFL ETENf55 OF SCANNEDqTF pF �q� IV' COPIES OF THIS FL AN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 _ / DI ILES GIRT X X X \� --DIRT-- ---------- x\ I (� X x c— J k X X X x I ITT� EpRE k rI _ I x I .SPN I I r r I p I' I II i' 9 1 ASPN �� p/ ® I; I aSPN I ���\ / I X X II I1 i i I I � I I � '` I I I U/� •/ �� � �� I —I I� .SRR ISRx I d �� •— ••�.-1 caNc CMK EXISTING IRAILF�6AD x V I ASPx I�IJ x I I I 7;1 X x r-- I I�I ASIANI II i i \j I CD x x I .BPN � i � I �❑J I ii � I � I\ � — II i• i I - �I TANK J X I T xl I X h .SPH I I aSPN I X I cx I IIL x LX x . I /r J I I( I� l L I T —�� I— — I _ '_ — 1 �I I L I X I \ 'moi = ��� �— E.��=a 7.�— .;�.� —]� '.�•O_'_��_�,� s 1� — — — — — — — — — — — — — _ _ _ _ _ _ __ O — — — — — — — —_ — -- — — SLOVER aV — SLOLO=ER AVE ASRR --=LOVER AVE a50= _' _ _ _ _ _ _ _ � x xILLJ AWN z _♦ \ 1 I //x— coxc — ASP. 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III '� x I I ,�; � II -J DONC I III 1`6 LrI ___--- �-X-- II� I I; -C - _ ' X ISI E«E 10 }I .SPNI ONC ASIAN X I i ❑ AS - II — _E i THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE 0 2 3 DGN FILE => 846800ma008.dgn IS IN INCHES I UNIT 2232 DIRT PILES \\ STAGE CONSTRUCTION PLAN I:�I STAGE 5A SCALE: 1"=200' PROJECT NUMBER & PHASE S C - 8 1,___J� 4800000744 a N 00 O Ln N•• 1 �o N° M n ^ � p ww F -F_ 00 J n J STAGE CONSTRUCTION PLAN I:�I STAGE 5A SCALE: 1"=200' PROJECT NUMBER & PHASE S C - 8 1,___J� 4800000744 x 0 J' x 0 w m cn o > III w Iz w w � n- Q 0 (z 0 > W V I a z 0 U z z Q z 0 u Z O Q F_ rr C) z a II O F_ z L_I__I F— Q 1 Q Tw 1 U 0 z Q NUNTER ST ' sP� � STAGE 5B CONSTRUCTION FEATURES I L k=� ; ul�obi SEQUENCING -, -- I I Q �J WITHIN A CONSTRUCT SIDEWALK AND CURB RAMP AT THE NORTH WEST CORNER BP" j;� ASM ��: OF 1-10 BRIDGE oil ;I �I1 �� I SPN STAGE AT ;;�`— � I =;-IIS II o —� REMOVE TEMPORARY PAVEMENT AND CONSTRUCT REMAINING PORTION OF ,1}` 1�, \ I� I ABP. CONTRACTORS [2] I7 I ljl ASPM I �°' DISCRETIONRT RAISED MEDIAN ON CHERRY Ave _ _ _ _ _ ` A. IPl I I I I i E ��--�-I ❑ I I I X L .� I AWN I I ASP"qj1 L OM ❑ .� I I I + I ASPM — .BPM — — X II 1I �LIM 0��IIrI X X x— r V I I I! I�•— LI I I I— l / s l I I I I I I , I / .SPM L] I I I I I • r- I I X ASPM °SM' I I I I II I ASPM I I a \\�_ L� DIRT PILES ED I I I I 1 JJII L 1{ \ X � � ABPM \ J .SPM L I A� ISI I I ASP. �- J — I I[I, —_J —I ABPM X -.I —� --- ' .�xx_x •—• �J X X I I I -- �. — — — — — — — — — — —� — I — j'°J-. I— Av" ASPx I I I ASPN x —� + � I X II I I I I II -� —�-- —M I n n II I�I 11x �� EJ I 4 II 1 X X BP" X I , II II I I II II X �I x x I I 1 x x I x II II II II II II II II `I II '� I I } + I ------- �' I I AS. X I I I J X II II II II I II II II II &I (, �� F? I I I I x J. — _____= II I� ISI VIII Axl �X I; I I I III I x L All. 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DR ASPM — �- X x —��� x xx— / X- X-I—� I- X x I I x _X—X x I X I�--' conk x X II II X ❑❑I X X— ��� X LQ u I II —XII I�_x lu J J rl ®x �xtaNc X x " I x�®x — r— x X —X— —x— — x— — — — x— 685 6 x x X� .— - - - - - - -- ---- ------------ iso---==---- ----------------- _=_=�D_= o -Io I, x X01 t� �� X xL x _ _ --__- J- 0 5 — ' — — — — — — — — — — — — — — — — — — — — — — — — — — =—x — ---- -seo -To _ - - _ _ --------------- _ - - - - - - - _ _ - - - - - - - - - - - - ca+c _ A RN _ u N_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- ASP" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ ,a _ _ - _ _ _ _ _I _ _ _ — — - - - - - - - - - - - - - - - - - - - - -D_Io_ - - - - - - - - - - coxc - - - - - - - - - - - - - - - - - - - - - - - La+c- - - - - - - - - - - - - ._ _ _ _ _ _ _ _ _ _ _ _ _ _ ASPM ��` _ -E = - - - - - - ------ - - - ASPM_ _ - - - - - - - - - - - -seo-Is - - - - - - - - - - - - _ _ _ _ - - - - - - - - - - - - - - - - - - - _ _ _ _seo_-,o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ cw+c _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ASPM- ----------- ---------- - - - `$ -_ -_ -_ _ -_ -_ - - _ - -" - - - � - - - _ - - - - - - - _ - _ - _ - - - - - - - _ - - - - - - - - -c - - - - - - - - - - - - - - - - - - - - - - - - - - _ -�- _ - - - - _ - moo_ to = - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - - II I 5 LIN1 - - - - - - - - - - - - - -X- - - - - X x X - x - -x- - x x- - - -x- - - -X- x x X x X X X _coxc ! tl -so o t I r co" I I - - - - - - x x ;� y ABPM PX ABPM - - - - - - - - - - - - - - - - _-_ __ __ q 695 b 7 8 9 700 1 2 3 x _ -_ SBD. t0 _ - _ - M _ _ _ _ _ - __ __ __ __ __ ___ __ _--__________ X _ _ _ _ _ _ , -- — -- — — — — . 1 _ CgIC~ _ _ _ _ �1F ASPX I I I I I _ _ _ _--ViRl— X ESRx X x X x X uP RP—O,�L ------ j-----�R� ��—J----------- _ _ DIRT nts —X X X X x F m---- ----- I I I ------DIRT—_�_—�— ----_ y oue I I _ ___ a1Rl 1 I I —�-------- DIRT---- ---- I \ 1 _ _� =X� — I I I I I \ — �DIRI — — — — — — — — x ,JI"� ❑ X X x x X—X \ —��3c- x—�z--�_ —x ==_x x x x x 1 I f �— �k —$--�— r--- -- I S e + ---x x—x J X I I ; OTA x I toNc —I k I I II I Ii r I I I I' I I X .SPX a ASPM P. III X II I I I 1 1 1 I I S I AB \ 9 SX x II II I I i II II I I Iii ISP J�Q Ir �� J I I� x=11 Ir .SPM SPX �I ( I II III I; I I j I x� ; I I to~ I t� I I (I _ t I I r �°� -.�Ii I °��X ! .=aN X x I I I II I L I I I I I ' f s-I�, I— ,� X II II �I i EXISTIN,6 RAILI�rOAD x V i I II11 \ ItDKKI \ .SPMI�I CJII I =�—` �x ASPM BOYLE AVE AV" ---- '�—---� — I I I I C I I I S x- •—•—• ASP" BOYLE AVE _ — I I I � I I BOYtE AVE SPN BOTLE AVE SPX `�� I I I ; � I 1 1. � � -� r--=—•— �:�r I�r--; �•---r�---�—r:--• I r� i—� . I i L I I \ I r I o aNt g I X I f .BPX n x �-- I lel X II iYi I II j` �R " I I J V51 '-'�' I I �CWIC I I I_/ /I � I ASPX I � I I V t - JL E I I �cON�1— J I �- II I i I ll n — ,� —.�� — — — ; I — — — — I N .SPM I taXt I ❑ — ASPM— o c� rcaNc-1 �— --, � I I I ASPM ._� — CON[ I � � 1 - III I I-� 11 al � � I Vn_ o � X �' J Xj I x h 1 AV"I— �.II I I J I X f I I` r— - I J ASPM - _- ---- I I I ��.x— x x — L— L —II— _ — _ _- --1—-----�--—— _— — — — — — — - - - - - - - -- - }� ° ------ -- -- -- — — — — — — — — _- — — — — — - — — s + o - - - - - - - -- - - - --- --- - - - - - - - syovEd avE - - - - - - - - SLOVER AVE -- °SAMA--LOVEq AVFAVF-- --- _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ °�' DIRE �-` +� r �x c�xx--I z.�x caNc-�"—•r��rr-- I'"\ r.% '' ///(/ r- ,I =All. x/x --------- I I I + ASP. _X_. AS"1--- -� x� x� — x x� I I I I I I I X I I I oxc x I l I I � II � r— X 11 j� I I tDt1 III 0 0 I— 0 ; I W __ x I I I ASPX �� I - I I� I r ; I III IS 1r, l-1 J I ASP. p x 1111I toxo AS. X I I e Al. I .— LTJ r Ir tank I : I tank II I I II I tart X---___� _j CO- - �xJxx L p ASPM I I I I I I I� — taxt — I ASPX x"— — — X • — — o I I I L L ASPM o x x Q taJ I ❑ X IIS I I �II x I ASPM o f I 1 AV- mm 'II II I� �[TEX X x- o �1 �I I I I .SPX I I� ASPn I ------------------ - --�- I 14 AWNx H STAGE CONSTRUCTION PLAN ww � : — - � �—. I I� � — •-I—•—�--•—A-�• ~ � II ------------ 1 II _ tox[ � �- --� ----------- x X --- x ___ x Q O 11 -�------- I I I O ___---=__J ASPx--L-�I �� `� r � • I~ �• I- — a N Q ~ O L Lij Q) NPP a I> N •L (/7 M U II II 0 In 0 a_ LL, w0 F— F—F_ 00 J n J AWNx H STAGE CONSTRUCTION PLAN ww � : — - � �—. I I� � — •-I—•—�--•—A-�• ~ � II ------------ 1 II _ tox[ � �- --� ----------- x X --- x ___ x Q O 11 -�------- I I I O ___---=__J ASPx--L-�I �� `� r � • I~ �• I- — THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800ma009Wdgn IS IN INCHES i i i UNIT 2232 STAGE 513 SCALE: 1"=200' PROJECT NUMBER & PHASE SC -9 �J 0800000744 LTJ ~ L Lij Q) ~ a I> ~ •L (/7 U N In 0 a_ THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800ma009Wdgn IS IN INCHES i i i UNIT 2232 STAGE 513 SCALE: 1"=200' PROJECT NUMBER & PHASE SC -9 �J 0800000744 X 0 0 w m Un o > ww Ln Er > w w o Q 0 X C-- 0 o' w o- a z 0 U z LL z Q z 0 U a w U 0 z a GENERAL NOTES (ALL STAGES) 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° 20 TEMPORARY TRAFFIC CONTROL FOR INSTALLATION AND REMOVAL OF TEMPORARY RAILING (TYPE K), SHALL BE PER CALTRANS STANDARD PLANS T3 AND T10, THE STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS° 3. REMOVE ALL EXISTING CONFLICTING STRIPING, SIGNING, TEMPORARY RAILING AND TEMPORARY CRASH CUSHIONS PRIOR TO THE BEGINNING OF EACH STAGE OF CONSTRUCTION 4. LOCATIONS OF CONSTRUCTION AREA SIGNS SHOWN ARE APPROXIMATE EXACT LOCATIONS WILL BE DETERMINED BY ENGINEER° 5. SEE CONSTRUCTION AREA SIGN SHEET CS -1 FOR ADDITIONAL CONSTRUCTION AREA SIGNS. 6. CONTRACTOR SHALL ENSURE ALL DRIVEWAYS ARE OPEN TO TRAFFIC DURING CONSTRUCTION° 7. CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY DRAINAGE FACILITIES TO CONVEY WATER RUNOFF THROUGHOUT ALL STAGES DURING CONSTRUCTION° THE PROVISION ALSO INCLUDES REMOVAL OF WATER AS NECESSARY TO ACCOMPLISH CONSTRUCTION OF THE WORK. 8. TEMPORARY PAVEMENT SHALL BE 0.55' HMA (TYPE A) OVER 0.85' Cl 2 AB. 9. LANE CLOSURE ON FREEWAY SHALL BE PER CALTRANS STANDARD PLAN T10o 1 0. CONTRACTOR SHALL MAINTAIN GUIDE SIGNING. 11 .4'' WHITE STRIPES AT APPROACHES OR DEPARTURES OF A INTERSECTION ARE TYPICALLY 50' LONG. 12. A MINIMUM CLEARANCE OF 1 FOOT SHALL BE PROVIDED BETWEEN EXISTING OR TEMPORARY EDGE OF TRAVEL WAY AND TEMPORARY RAILING (TYPE K) UNLESS OTHERWISE NOTED. 67' L -t "1- 1-0" +-1-5 M A T-C1H--E x- i` s t STRIPING LEGEND: mmIm TEMPORARY CRASH CUSHION MODULE (ARRAY AS SHOWN) O CURVE NUMBER SHEET TEMPORARY CRASH CUSHION MODULE (ARRAY AS SHOWN) DIRECTION OF TRAVEL TO REMAIN IN PLACE FROM PREVIOUS STAGE No. SHEETS T XX TEMPORARY TRAFFIC STRIPE (PAINT) 10 CONSTRUCTION THIS STAGE OF FINAL PAVEMENT DELINEATION (SEE PD PLANS) ><XTEMPORARY PAVEMENT THIS STAGE OE EXISTING PER PREVIOUS STAGE i 7 ,T , CONSTRUCTION THIS STAGE REGISTERED CIVIL ENGINEER DATE e tiq� _i -1 1_ (WEEKEND WORK ONLY) • CHANNELIZER (SURFACE MOUNTED) �IT,�/f CONSTURCTION THIS STAGE w 52143 PLANS APPROVAL DATE J�� -ZI- -i/ L (NIGHT WORK ONLY) OR AGENTS SHALL NOT BE RESPONSIBLE CHANNELIZER (SURFACE MOUNTED) TO REMAIN 2L ANGLE POINT COPIES OF TB/S PIAN SHEET IN PLACE FROM PREVIOUS STAGE PARSONS W SANBAG TEMPORARY RAILING (TYPE K) TYPE III BARRICADE SUITE 200 TEMPORARY RAILING (TYPE K) TO SAN BERNARDINO, CA 92410 TYPE III BARRICADE TO REMAIN O REMAIN IN PLACE FROM PREVIOUS STAGE IN PLACE FROM PREVIOUS STAGE j SIGN, ONE POST TYPE II ARROW PAVEMENT MARKING SIGN, ONE POST TO REMAIN IN PLACE TYPE II(B) ARROW PAVEMENT MARKING FROM PREVIOUS STAGE TYPE III ARROW PAVEMENT MARKING CHANGE OF TRAFFIC STRIPE DETAIL 41 TYPE IV ARROW PAVEMENT MARKING 63' Lt "I-10" +-95 - - - - � - RPg- Teen G - - - - (TYPE K) SURFACE MOUNTED CHANNE7LIZER� __ - - - - - - _ - - UB- - - - - SPACED a20T NOTAL 1 4) uB uB • • • A =H=— ASPH R/W - - T- o = UB _ 12"—- 10 12 — — — — — — — — — — — L�A-1' 12'L— � 11' 12 - - 4 A tt5 b n .(12') z (12�) C:) (12 ) X Q (1 2') 0 z Q 0 z w a w o o 0 X X Q O z O m m O o Ln U �--� X � � U w o J L ~ J > c ~ U �L N (/7 V) 0 a_ CONC ASPH F UB I -10 CHANNEL I-jzK��J— — —-- - - X ASPH m, Dist COUNTY ROUTE POST MILES SHEET TOTAL N TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 240 624 S-u-� h Com--- �0 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� �a � SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE cy-, No. THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS E x p. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR JT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TB/S PIAN SHEET 0 PARSONS W SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 O O ABBREVIATIONS TCE TEMPORARY CONSTRUCTION EASEMENT X I 11-I0 0 11� +N Qo = 2 g 9 "I-10" LINE 66 ASPH o �- r w (12') cn w __ _ _ (1 2 ') z v' _ (12') J w SBD - 1 0 EB Rte TO CONC (12') _ _ 0 - � (12) u ASPH Q BORDER EAST REVISED 7/2/2010 R/W WB Rte 10 EB Rte 10 R/W 174 106/ ETW ETW ETW ETW ES Const 11 1 1' 1 1' 1 1' 38' 1 2' 1 2' 1 2' 1?/ 1,)/ in/ IK AREA 2' i i i — _ _ _ _ — _ _ _ _ Temp RAILINGExist CB OG (TYPE K) `- - SECTION A -A 0G� NO SCALE THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 DGN FILE => 846800md001 odgn IS IN INCHES TRAFFIC HANDLING PLANT J STAGE 1A SCALE: 1"=50' PROJECT NUMBER & PHASE z o 0 0 u >o w TH-1 a o 0800000744 Q N �Ln o � N �0 N � 0 W w O O J j TRAFFIC HANDLING PLANT J STAGE 1A SCALE: 1"=50' PROJECT NUMBER & PHASE z o 0 0 u >o w TH-1 a o 0800000744 X 0 J' 0 w m cn o > w w Ln cr > w w � o Q 0 w m 0 �z w U , U Ln w aw = U o U 0 V / > nw LL V I w a a z w 0 _ U U>- z o � z LL- a z Q w z 0 U TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 D Temp PAVEMENT MARKER (TYPE G RETROREFLECTIVE) ASPH 1 8' 1 2' DETAIL 13 (Mod Temp PAVEMENT MARKER (TYPE G RETROREFLECTIVE) 4'' WHITE Temp TRAFFIC STRIPE (PAINT) I 1 X I I ASPH I ------------------------ R /W /X — �( -may- it I —X----� — XIX X 11 zoa X X I L — — — - C-, 7n 1 I_1��� EINE O_ X F - ::r F- 0 r cn z Q F- I 0 F - z w F- a w o o 0 X X Q O � � z O m m O O Ln u U �--� X � � U � " o w o J L ~ J > ~ ~ U �L N (/7 V)oa_ BORDER BAST REVISED 7/2/2010 SURFACE MOUNTED CHANNELIZERS SPACED @, 50'I (TOTAL_-�5� R /W R/W 165 / WB Rte 10 ''I-10'' ASPH E�NRte 1-0 LINE EB Rte 10 105 ETW ETW ETW ETW Const 1 1' 1 1' 1 1' 1 1' 38 1 2' 1 2' 121 121 121 10/ • O O O VLu 4 675I+ -w T 1 3 Mod ASPH � w 1 2'& — — — — — — s�.D —� o —corgi 1 "1; _ 12 cn 0 D — — U 12' - , • • ' o 0 AXH Q111T -4 AREA � 2' i ) R /W ` Temp RAILING Exist CB - - (TYPE K) ` SECTION A -A 0G� NO SCALE THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800md002.dgn IS IN INCHES OG SURFACE MOUNTED CHANNELIZER � T 27B Temp CRASH CU -- IvI,4T � 87' Rt "I-10'' +50 —B -e -g Te -m P -R ASI NG --f �Y PE—K UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 241 624 S-u-� h ct---t- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE �a e tiq� � SOON ANN CHEAH 09-08-11 w No. 52143 �, PLANS APPROVAL DATE THE STA TE OF CAL IFORN/A OR ITS OFF/GFRs �x Exp. � OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT C I V I L tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cAL,Fo�� CORES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDIN09 CA 92410 ONTARI09 CALIFORNIA Q N O o N o0 � 0 W w 91761 11 zoa X X I L — — — - C-, 7n 1 I_1��� EINE O_ X F - ::r F- 0 r cn z Q F- I 0 F - z w F- a w o o 0 X X Q O � � z O m m O O Ln u U �--� X � � U � " o w o J L ~ J > ~ ~ U �L N (/7 V)oa_ BORDER BAST REVISED 7/2/2010 SURFACE MOUNTED CHANNELIZERS SPACED @, 50'I (TOTAL_-�5� R /W R/W 165 / WB Rte 10 ''I-10'' ASPH E�NRte 1-0 LINE EB Rte 10 105 ETW ETW ETW ETW Const 1 1' 1 1' 1 1' 1 1' 38 1 2' 1 2' 121 121 121 10/ • O O O VLu 4 675I+ -w T 1 3 Mod ASPH � w 1 2'& — — — — — — s�.D —� o —corgi 1 "1; _ 12 cn 0 D — — U 12' - , • • ' o 0 AXH Q111T -4 AREA � 2' i ) R /W ` Temp RAILING Exist CB - - (TYPE K) ` SECTION A -A 0G� NO SCALE THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800md002.dgn IS IN INCHES OG SURFACE MOUNTED CHANNELIZER � T 27B Temp CRASH CU -- IvI,4T � 87' Rt "I-10'' +50 —B -e -g Te -m P -R ASI NG --f �Y PE—K UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 241 624 S-u-� h ct---t- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE �a e tiq� � SOON ANN CHEAH 09-08-11 w No. 52143 �, PLANS APPROVAL DATE THE STA TE OF CAL IFORN/A OR ITS OFF/GFRs �x Exp. � OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT C I V I L tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cAL,Fo�� CORES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDIN09 CA 92410 ONTARI09 CALIFORNIA TRAFFIC HANDLING PLANT J STAGE 1A SCALE: 1"=50' PROJECT NUMBER & PHASE Q� o� z o 00 'o w TH-2 aX Jo 0800000744 Q N O o N o0 � 0 W w O O TRAFFIC HANDLING PLANT J STAGE 1A SCALE: 1"=50' PROJECT NUMBER & PHASE Q� o� z o 00 'o w TH-2 aX Jo 0800000744 TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-1. X "B" LINE 0 I Q m W m a� o _j z W � U � U U J U) W aw = U r-) U X c__ O w a z O u z z Q z O u a w U 0 z a Var R/W11,TCE EB Rte 10 ES ETW , ETW ETW ETW 5' & Var f fl Exist MBGR Temp (TYPE R AILING ' Temp Pyrp� 0 0Ln— c\j + 0 Lu + w cn cnLij w J 11—z w — _ — X U Q I— � G A COUNTY r POST MILES SHEET TOTAL C/7 No. SHEETS 08 I_ 10 0 0Ln— c\j + 0 Lu + w cn cnLij w J 11—z w — _ — X U Q I— � G A Exist 1 .50.1 J L Exist OR FLATTER CURB ^ r A T 1 /\ 1k1 A r-miA IV�.J JI.HLC I.,VIVI. (TYPE �K)ILING IJ I� J 7- TCE20, R/W OG I-10 7-77 CHANNEL Const AREA OG ''A'' LINE Var I "R1" LINE WB Rte 10 ETW ETW ES i 2 w ww 2 12 Var 10' Var 2' Min 4' 2' X. 5 & U) w 3� Var Z/ / / �\ �^ - 0 a Temp RAILING Temp RAILING z (TYPE K) ( TYPE K) O Temp Pvmt Exist Exist 1.5:1 CURB OR FLATTER SECTION B -B NO SCALE R' I + ",4" +?n Exist MBGR Dist COUNTY ROUTE POST MILES SHEET TOTAL C/7 No. SHEETS 08 Z 10 1203/14.1 242 Q S-u-� h Ct---t- 09-08-11 ESS REGISTERED CIVIL ENGINEER DATE �o QR�FIpN4` SOON F 0 ANN CHEAH LL 0 z 521 43 m PLANS APPROVAL DATE � No. O OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS PLAN SHEET, PARSONS z SANBAG 3200 EAST GUASTI ROAD w SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 Q LLI � C J \ _j m I n � F_ . . X X Q O m m rr, O O F --I F --I Ln U U �--� X � Q � U II n II LL E C:) N ^ Z LL II 0 _< L ~ Q J ~ - �L V) U N N D d Exist 1 .50.1 J L Exist OR FLATTER CURB ^ r A T 1 /\ 1k1 A r-miA IV�.J JI.HLC I.,VIVI. (TYPE �K)ILING IJ I� J 7- TCE20, R/W OG I-10 7-77 CHANNEL Const AREA OG ''A'' LINE Var I "R1" LINE WB Rte 10 ETW ETW ES i 2 w ww 2 12 Var 10' Var 2' Min 4' 2' X. 5 & U) w 3� Var Z/ / / �\ �^ - 0 a Temp RAILING Temp RAILING z (TYPE K) ( TYPE K) O Temp Pvmt Exist Exist 1.5:1 CURB OR FLATTER SECTION B -B NO SCALE R' I + ",4" +?n Exist MBGR Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1203/14.1 242 624 S-u-� h Ct---t- 09-08-11 ESS REGISTERED CIVIL ENGINEER DATE �o QR�FIpN4` SOON F 0 ANN CHEAH 09-08-11 0 z 521 43 m PLANS APPROVAL DATE � No. THE STATE OF CAL IFORNI,4 OR 1 TS OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5100N519L E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 T r3 od T — _ — C0 _ 0— — — � 3(TyP� 685 _ 4 1_ 1 IN Exist 25.1 LANE DROPA APER 2 „A�� LINE — — — — — �T _ _ — _ _ = 1 1 = — a — — coN�O _ TA _ _ MAIN — — — - — — SBD — — — — — — — — — — — = 1 1 ASPH _ — �O _ _ — — — — — �ON - -- — — — — — - — WB Rte� ASPH 680 �— — 85— ASPH EB —e 1 0 — — — — — — — = q — = 6 — _ _ =— —T 27B 10:1 — — e1% - T►.�� — 3 — — ,T 1 10:1 ��I TRIC = 1 2 SURFACE MOUNTED CHANNELIZERS SPACED @, 50"(2 TOTAL) ARRAY "TU 2111 T 27B THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800md003.dgn IS IN INCHES UNIT 2232 0 Temp _CB_A_SH CUSHON ARRAY "TS 14" O Ln0 + Ln I rn = Qo I— ° f— +- w cn w w cn Z H w J w U F-- _ Q a N O N•• N N•• M II II C p W W 00 J J TRAFFIC HANDLING PLAN w� <1 STAGE 1AC) 0 o 0 SCALE: 1 ''=50' I PROJECT NUMBER & PHASE wo T H -3 J O 4800000744 X 0 0 w m Un o > w w Ln Er > w w o Q 0 om r w m �Qo �z w U , U � Lf) W aw = U o U W 3 _ rF R9-9 a R9-1 1 w ( SEE NOTE 2 ) U 4 SLOVER A\ ASPH ( SEE NOTE 8 ) SURFACE MOUNTED CHANNELIZERS SPACED @, 30' ( TOTAL 39 ) TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 SLUVLK AV& SURFACE MOUNTED CHANNELIZERS SPACED @, 20' ( TOTAL 9 ) X COUNTY I 20 INSTALL SIGN AT SOUTHEAST QUADRANT OF THE SLOVER Ave/MULBERRY Ave INTERSECTION° N (V ~ No. SHEETS J L ~ Q 10 0 J > ~ S-u-� h Com--- �L (/7 R0FESS10 3. INSTALL SIGN AT NORTHWEST QUADRANT OF THE CHERRY Ave/SANTA ANA Ave INTERSECTION° cn ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. Q OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP REMOVE SIGN UPON COMPLETION OF SIDEWALK AND CURB RAMP CONSTRUCTION WEST OF 0 PARSONS W SANBAG THE INTERSECTION° 1170 W 3RD STREET SUITE 200 w 0 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 0 C-) J 4. INSTALL SIGN AT SOUTHWEST QUADRANT OF THE SLOVER Ave/LIVE OAK Ave INTERSECTION° z w 5. CONSTRUCT CURB RAMP (SOUTHEAST QUADRANT) AS FINAL WORK ELEMENT OF THE STAGE. PROVIDE rr- Q PEDESTRIAN ACCESS ALONG WEST SIDE OF CHERRY AVENUE AND NORTH SIDE OF SLOVER AVENUE. w � o 6o INSTALL SIGN AT NORTHEAST QUADRANT OF THE CHERRY Ave/SANTA ANA Ave INTERSECTION AS DIRECTED BY THE ENGINEER° X X Q R9-11 0 m m o 7. INSTALL SIGN AS DIRECTED BY THE ENGINEER. (SEE NOTE 3) 0 w Ln � U -- 8. WORK TO BE PERFORMED USING OVERNIGHT LANE CLOSURES IN ACCORDANCE WITH STANDARD PLANS AND AS DIRECTED BY THE ENGINEER. ALL LANES SHALL BE OPEN TO TRAFFIC AT THE E END OF EACH CLOSURE. °' COUNTY I I� z° w o N (V ~ No. SHEETS J L ~ Q 10 bb, J > ~ S-u-� h Com--- �L (/7 R0FESS10 U N �a V) 0 a_ ANN CHEAH 09-08-11 BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800md004odgn SEE SHEET T23+5000 MATCH LINE Sta N (13e5�Q� (122 a -- U�� ASPH CONC L--% ASPH J -RACE MOU TED CHANNELIZERS 'ASC D11 20' ( TOTAL 1 2 ) T I II �J II X X R9-1 1 ( SEE NOTE 6 ) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 Dist COUNTY I I� SHEET CV CV N (V CV No. SHEETS 08 SBd 10 bb, 243 --44 S-u-� h Com--- N (13e5�Q� (122 a -- U�� ASPH CONC L--% ASPH J -RACE MOU TED CHANNELIZERS 'ASC D11 20' ( TOTAL 1 2 ) T I II �J II X X R9-1 1 ( SEE NOTE 6 ) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL N TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 243 624 S-u-� h Com--- 09-08-11 R0FESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF 1-111S PIAN SHEET 0 PARSONS W SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 0 C-) , ti—L-1 X X I -�—X — — o a "•- 25 IV 19 h • • • X - R MO -VE Exist RAISED MEDIAN AND CONSTRUCT Temp Pvmt ( SEE NOTE 8 ) CONC Ry— I I X SEE NOE 4 ) ---------------- ---------- — — ---------------- —� CONC II I II II II II I� TRAFFIC HANDLING PLANLLI LL] STAGE 1A '0 P 0 SCALE: 1"=50' TH--4100i PROJECT NUMBER & PHASE 4800000744 Q N �N oLn N X � 0 W w 0 C-) J TRAFFIC HANDLING PLANLLI LL] STAGE 1A '0 P 0 SCALE: 1"=50' TH--4100i PROJECT NUMBER & PHASE 4800000744 X 0 0 w m Un o > w w Ln Er > w w 0 o m r w m �Q o Z w U , U � v, w aw = U o U z O X Q I— 0 r cn z a I— LL_ O I— z w F- a LLJ C o 0 X X Q 0 �' �' Z 0 m m 0 O Ln u U �--� X � � U I I LL_ LLJ o J � ~ J > ~ ~ U �L N (/7 V) 0 a_ X— SEE SHEET TH-6 MATCH LINE Sta 33+00°00 1 �I � LIXN N CV CV ------------- MATCHLINE Sta 23+4000 SEE SHEET TH n n T �- r��? fiI nT I( TTVDC V 1 A------------- F--3' (Typ) ETW O O 0 Ln + co I O = r--� 0 �— +- w (n w w (n z �w J w cn U Q DIRT DIRT "A" LINE I WB Rte 10 E 2' 11' 10' I � - 3'I b - "B" LINE 4ES ETW I I EB Rte 10 ETW I in/ C-- ROUTE X SHEET TOTAL i r 0 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 o' 624 S-u-� h Com--- w 09-08-11 o- ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE a a OR AGENTS SHALL NOT BE RESPONSIBLE z w OF SCANNED qTF of �AL,F��� 0 = PARSONS U 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 U >- z r) � Z LL- Q z Q z 0 U z O X Q I— 0 r cn z a I— LL_ O I— z w F- a LLJ C o 0 X X Q 0 �' �' Z 0 m m 0 O Ln u U �--� X � � U I I LL_ LLJ o J � ~ J > ~ ~ U �L N (/7 V) 0 a_ X— SEE SHEET TH-6 MATCH LINE Sta 33+00°00 1 �I � LIXN N CV CV ------------- MATCHLINE Sta 23+4000 SEE SHEET TH n n T �- r��? fiI nT I( TTVDC V 1 A------------- F--3' (Typ) ETW O O 0 Ln + co I O = r--� 0 �— +- w (n w w (n z �w J w cn U Q DIRT DIRT "A" LINE I WB Rte 10 E 2' 11' 10' I � - 3'I b - "B" LINE 4ES ETW I I EB Rte 10 ETW I in/ Z" + a U) w c 0-� u Q Dist COUNTY ROUTE POST MILES SHEET TOTAL i r _444�i4 Z" + a U) w c 0-� u Q Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 244 624 S-u-� h Com--- 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of �AL,F��� COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 20 CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. THIS COULD INVOLVE INSTALLATION OF A TEMPORARY SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL INCLUDE VIDEO DETECTION° OG - /-- Temp Pvmt> j Temp RAILING (TYPE K) Exist Temp Pvmt p MBGR Tem(TYPE RAILING N \ N N SECTION A—A NO SCALE L Ww 00 � � TRAFFIC HANDLING PLAN �� STAGE 1A SCALE: 1 "=50' THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800md005.dgn IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE z o O u I 'o w TH <0 0800000744 X J' 0 > CC w Ln a Q z w 0 _ U z z Q z Q z 0 u NC SPH X ASPH L— SURFACEMOUI�TE CHANNELIZERS SPACEDJG, 25' (TOTAL 7) Temp CRASH CUS- ARRAY "TS 11 7' Lt ''C'' +40 END Temp RAILING (TYPE K) X 10: 1 TAPE - I 3.8/ Rt "C" +50 "R1 " +35 MATCH Exist DETAIL 27B STRIPING R/W TCE R/W 17' SEE SHEET TH-7 MATCH LINE Sta 40+00°00 3' (Typ) ASPH - - - - -- II OG I I I I I Q l 1 j u l I 411 II I SURFACE YOUNTED CHANNELIZERS SPACED Q 30' (TOTAL_4 ) L - R /W b441 r II I I I �I II II I 14 i' II I I 1-p oo L-1 rS I I I i R3-1 O T �7R—______ =__�/ U X X X IUB--------------- \ ASPH WASHINGTON DR I J%T 2 2 11 T 8 X O, , UB +80 -- X II 4'' WHITE �. O _ o - c\jN o UB Ln x Q i _ — / ►- _ ----- - J 12 H n - R=6 ' Ln T 4 0 MATCH LINE Std (-nJ a 3 33+00000 ~ SEE SHEET TH-5 Q W . Q J TRAFFIC HANDLING NOTES: \ � m 10 FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 X X Q ROUTE POST MILES SHEET TOTAL 00 o mm 0 No. 20 CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL `n u " 11SYSTEM 10 TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, X � U S-u-� h Com--- TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. I� THIS COULD INVOLVE INSTALLATION OF A TEMPORARY 0o 00 � SOON SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL !! L 09-08-11D z 52143 m INCLUDE VIDEO DETECTION° J> ~ ~ U •- c c/7 U L_ N 104 V) 0 a- BORDER BAST REVISED 7/2/2010 USERNAME => p0026551 FILE => 846800md006.dgn ''C'' LINE 71 .5 _ Const AREA I 1 ETW 2, ETW 11' 11' 11' 11' Temp RAILING T� Exist CUA B (TYPE K) SECTION A—A NO SCALE � II ASPH � I X � CITY OF FONTANA R/W (PERMANENT UTILITY EA U Z � O X F O U O� hCb1 x CONC 6 �A, Qj THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 2 3 IS IN INCHES I I I I I I I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL 00 TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 245 624 S-u-� h Com--- 09-08-11 REGISTERED CIVIL ENGINEER DATE �QR�FESSIONgC O 00 � SOON W W ANN CHEAH 09-08-11D z 52143 m PLANS APPROVAL DATE No. � Exp. � THE STATE OF CALIFORNIA OR ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RE5PON5IBL E FOR s� tiP ATF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL 1F COPIES OF THIS PL AN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 TRAFFIC HANDLING PLANI:Li J STAGE 1 A SCALE: 1"=50' PROJECT NUMBER & PHASE a 0� o O No >0 w TH-6 <0 0800000744 Q N 00 O r`� N•• \ N N N •• M n 00 W W 00 J J 0 TRAFFIC HANDLING PLANI:Li J STAGE 1 A SCALE: 1"=50' PROJECT NUMBER & PHASE a 0� o O No >0 w TH-6 <0 0800000744 X 0 0 w m Un o > ww Ln Er > w w Q 0 ASPH X X X X x X II I Li� 111 I II ASPH II I ASPH 0 z - �� )1 \ 10 -LI al a l I \ I III I I- I I I I ASPS \ I II UB X X� R/W _----------------- ---- --- -- -------- L—x x ------- — — — — — — — — — — — — — — — — — II , \�I _- = 0-1 ' 1 4' II VALLEY BLVD 40 ASPH 1 2 3_ — � �� 45 a 6 I VALLEY Blvd — — — — — — — — — .I , ', ' 4 I X— �x X -X X mI r w m X CONC aw = w o v X 0 LLI o' ASPH w w = a a o u �CONOI z o w z w a � X a ° o w w z 0 u z O X X F - ::r F- 0 r z X Q F— I I — LL O F- -7-1 LLJ = :m n F- v, r)- Q a LLJ x L o— o 0 X X Q O � � Z X 0 m m r -r- 0 O Ln C-) U ,--, X � � U � " o LLJ o J � ~ J > c ~ a •- c c./7 U L N V) 0 tl BORDER EAST REVISED 71212010 USERNAME => p0026551 DGN FILE => 846800md007.dgn / ` M URFACE MOUNTED CHANNELIZERS (SPACED 0, 25' (TOTAL 26) 1 I� X TCE 27' Rt "C'' +40 TO T 22 36' Rt "C" +20 A t T 27B I 3' ( Ty P ) MATCH LINE Sta 40+00°00 SEE SHEET TH-6 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES — R /W Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 246 624 S-u-� h Com--- —09-08-11 �FESS� R 0 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE lyr-, No. THE STATE OF CAL IFORNIA OR ITS OFF/CEPS Exp. CIVIL OR AGENTS SHAL L NOT BE RESPONSI EBLFOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 9 5 VALL Y BLVD ASPH — — — — — — — — — — — — TRAFFIC HANDLING NOTES: 10 FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 20 CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. THIS COULD INVOLVE INSTALLATION OF A TEMPORARY SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL INCLUDE VIDEO DETECTION° ''C'' LINE r- 0 c I HI\LH I - - - - - - - - -- - --- ---- ---- - --- - ------rr-- SURFACE MOUNTED- Exist CURB J CHANNELIZER UNIT 2232 H -H Q E `\� QQ oLn N N N �0 W w 00 TRAFFIC HANDLING PLAN STAGE 1A z~ z o o O SCALE: 1 "=50' PROJECT NUMBER & PHASE w o T H -- 70 10 O 4800000744 X 0 0 w m cn o > w w V) > > w w � rr Q 0El TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 �P IX aJX r` o L:A10 � I o Beg Temp RAILINI" FSE K) I I w � I 1 "'v''All 25 � X ❑ I I-- -- -- --1 u r END Temp ILING (TYiP _-�- X 05 _ _ � u� -GX X - p C ASH CUSH IO C TCH 'Exist F'T ST IPING AR Y "T 1 4" I� I_ -i "X � "Al I +50 I - I �- 1 0 o - - - - oLn— Ln + 7 — I r- 4 L E = o 2) � m r W a � o W V)7— 2 J z w (/) W ° � cn w W _I aw X � Q Ti I � z a - z Q z - 0TCE u 8' Rt "B" +30 END Temp RAILING (TYPE K) —�I R _ � — Q z Q 0 z w Q W \ CO o I-- li X X Q O m m r1r- lf) U u I X � � U II E " o z w o J Q) ~ a J > c ~ U �L Q) (/7 V) 0 0 - BORDER BAST REVISED 7/2/2010 pal USERNAME=>p0026551 DGN FILE _> 846800md008.dgn NO SCALE THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. R/W 12� BD_ 4\12 — — — — X12' 12 160 �-_NE 1_<� - - 705 - - - -6 - �� C(�NQ 2, B LINE 7 12' z '-`-' - — 121 o � T 13 Mod T 27B z o (12') -----4- LINE J X I CONC ASPH 'A' LINE W��e 10 "I-1V 710 %CINE ESETW ETW 8' 12' 12' 12' 12' 19' I Const ORFD I 2' n Exist CB �iYrt r�) oG SECTION A -A DIRT PILES RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I C z � DIRT o X IX Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 247 624 S-u-� h cx---t- 09-08-11 REGISTERED CIVIL ENGINEER DATE �O QR�FESSIOtigC � SOON ANN CHEAH �. 09-08-11 z CD 521 43 m PLANS APPROVAL DATE � No. THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL tiP THE ACCURACY OR COMPL ETEiI/ESS OF SCANNED qTF OF cAL X 0 T ( 27B X O O o a a WB Rte 10 (12�) (1 2) + � CONC a (1 2') `" - I :'-- a 4 (-I !D o �- F- w cn w � --- (12%) z cn co���> EB --Rte 1--9- (1 2) (12) J w U) � _ ASPH Q ,F��� COPIES OF THIS PL AN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761ILI o SAN BERNARDINO, CA 92410 � I � z a - z Q z - 0TCE u 8' Rt "B" +30 END Temp RAILING (TYPE K) —�I R _ � — Q z Q 0 z w Q W \ CO o I-- li X X Q O m m r1r- lf) U u I X � � U II E " o z w o J Q) ~ a J > c ~ U �L Q) (/7 V) 0 0 - BORDER BAST REVISED 7/2/2010 pal USERNAME=>p0026551 DGN FILE _> 846800md008.dgn NO SCALE THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. R/W 12� BD_ 4\12 — — — — X12' 12 160 �-_NE 1_<� - - 705 - - - -6 - �� C(�NQ 2, B LINE 7 12' z '-`-' - — 121 o � T 13 Mod T 27B z o (12') -----4- LINE J X I CONC ASPH 'A' LINE W��e 10 "I-1V 710 %CINE ESETW ETW 8' 12' 12' 12' 12' 19' I Const ORFD I 2' n Exist CB �iYrt r�) oG SECTION A -A DIRT PILES RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I C z � DIRT o X IX Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 247 624 S-u-� h cx---t- 09-08-11 REGISTERED CIVIL ENGINEER DATE �O QR�FESSIOtigC � SOON ANN CHEAH �. 09-08-11 z CD 521 43 m PLANS APPROVAL DATE � No. THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL tiP THE ACCURACY OR COMPL ETEiI/ESS OF SCANNED qTF OF cAL X 0 T ( 27B X 11I-1011 LIN R /W UNIT 2232 J� X 2 — (12') O O o a a WB Rte 10 (12�) (1 2) + � CONC a (1 2') `" - I :'-- a 4 (-I !D o �- F- w cn w � --- (12%) z cn co���> EB --Rte 1--9- (1 2) (12) J w U) � _ ASPH Q ,F��� COPIES OF THIS PL AN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761ILI SAN BERNARDINO, CA 92410 11I-1011 LIN R /W UNIT 2232 J� X 2 — (12') O O o a a WB Rte 10 (12�) (1 2) + � CONC a (1 2') `" - I :'-- a 4 (-I !D o �- F- w cn w � --- (12%) z cn co���> EB --Rte 1--9- (1 2) (12) J w U) � _ ASPH Q i Q N N O N•• \ M N N •• � p W W 00 J J TRAFFIC HANDLING PLAN w� STAGE 1A �~ o 2o SCALE: 1 "=50' `� I 'o w TH --8 ao � O PROJECT NUMBER & PHASE4800000744 x 0 0 w m cn o > w w Ln cr > w w o Q 0 X om w �Q �z U � L„ aw U o r m o w U w = U O oo TOTAL 0o + Ln ' (12) TOTAL PROJECT No. 6 m SBd 10 w cn w (12') o- 10 09-08-11 U R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� Q �a 8^ ASPH SOON w a Q w 52143 z w THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS Exp. CI V I L O = THE ACCURACY OR COMPLETENESS OF SCANNED qTF of �AL,F��� U cn PARSONS a SANBAG U >- 1170 W 3RD STREET z r) SAN BERNARDINO, CA 92410 � Z LL- Q z Q Z O U TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 a 1 I ISI =ll�-x II II I I I Te ICRASHON I ,ARRAY II TS 1411 8 , �+ "1-10'' + 0 -uTemp R ILING TYPE ) U � X Iu X -- I -- —------------------ - - - - - - �-- I-70 CHANNEL • • 0 Z ' O x Q O cn z Q T7 O z w Q D_ W c � � o 0 x X Q O Z O m m O O Ln u U �--� x � � U Z w o J � ~ J > c ~ a •— c c./7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 a 7 8 ASPH —� ASPH ASPH USERNAME=>p0026551 DGN FILE => 846800md009.dgn CONC CONC 720 //L CONC � IIX — iiiA K X X z ACE 0 KTED Hrn ELI 1 uj o I CED CbTOTA ) s I I M II f J --- X /W I I_ _ — — — - ------i X X X . ...... ... . ------ -00NC------------—--- — --— — —- ------------- X X X X *SPH S CONC Dist 01 oF2') ROUTE POST MILES oo TOTAL 0o + Ln ' (12) TOTAL PROJECT No. 6 08 SBd 10 w c=n cn w (12') Lu 10 09-08-11 U R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� Q �a 8^ ASPH SOON w Z ' O x Q O cn z Q T7 O z w Q D_ W c � � o 0 x X Q O Z O m m O O Ln u U �--� x � � U Z w o J � ~ J > c ~ a •— c c./7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 a 7 8 ASPH —� ASPH ASPH USERNAME=>p0026551 DGN FILE => 846800md009.dgn CONC CONC 720 //L CONC � IIX — iiiA K X X z ACE 0 KTED Hrn ELI 1 uj o I CED CbTOTA ) s I I M II f J --- X /W I I_ _ — — — - ------i X X X . ...... ... . ------ -00NC------------—--- — --— — —- ------------- X X X X *SPH S CONC Dist COUNTY ROUTE POST MILES SHEET TOTAL — 0 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 248 624 S-u-� h Com--- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� o �a 8^ ASPH SOON w ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS Exp. CI V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of �AL,F��� COPIES OF TB/S PIAN SHEET cn PARSONS a SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 WB Rte 10 L "I_10" LINE 4 1 E -B-- Rte 10 CONC ASPH X X THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES 725 X - UNIT 2232 CONC �r- — —Ir ILPOOLJI E] — —— CONC CONC — 0 0 (112') Ln o 0 B (�= 10 (1 2 1 1 1 (12)_ (12') ~ o 8^ ASPH cn w w= cn z (1 2' )'-' J w (12') SBD - 10 - (12') _ = u cn (12') a a N O o � cv � m N � 0 W w 00 TRAFFIC HANDLING PLAN STAGE 1A z 0 o Po SCALE: 1 "=50'u� PROJECT NUMBER & PHASE w o , I TH<0-90 __j 0 4800000744 x 0 0 w m cn o > w w Ln cr > w w � 0 mI r w m �Qo �z w U � U w v, w aw = U o U z 0 x a 0 z Q 0 z w a W c � � o 0 x X Q O Z O m m O o Ln u U �--� x � � U I I � " o w o J L ~ J > c ~ U �L N (/7 V) 0 a_ TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 L ASI M C-- ROUTE x 00 (12") 0 (12 ) TOTAL PROJECT rn (12')— _ c" r- (1 2' w 0 � 624 w w v' o- ROFESS10 w w„ z J (1 2') (1 2' ) � 0 SOON W w ANN CHEAH w = PLANS APPROVAL DATE a a OR AGENTS SHALL NOT BE RESPONSIBLE z w OF SCANNED qTF of CAL,F��� O = PARSONS U 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 U >- ONTARIO, CALIFORNIA 91761 z r) � Z LL- Q Z Q w Z O U z 0 x a 0 z Q 0 z w a W c � � o 0 x X Q O Z O m m O o Ln u U �--� x � � U I I � " o w o J L ~ J > c ~ U �L N (/7 V) 0 a_ TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 L ASI M I X I, 0-i i I I -II X LQ, J I X X ' II I� SURFACE M NTED CHANNELIIZ S O SPACED (TII6TAL 6)) CONC X O 0X t� J -- - - -- 7 -------CON( _ - - ASPH CONC CONC 0 0 W4 -2R _— -- — — —— -- — — -- - - --— --\ X W2071"' r Dist O ROUTE POST MILES 00 (12") Ln (12 ) TOTAL PROJECT rn (12')— _ c" r- (1 2' w 0 � 624 w cn v' w ROFESS10 w w„ z J (1 2') (1 2' ) � 0 SOON W w ANN CHEAH u e - (12') PLANS APPROVAL DATE Q — I X I, 0-i i I I -II X LQ, J I X X ' II I� SURFACE M NTED CHANNELIIZ S O SPACED (TII6TAL 6)) CONC X O 0X t� J -- - - -- 7 -------CON( _ - - ASPH CONC CONC 0 0 W4 -2R _— -- — — —— -- — — -- - - --— --\ X W2071"' r Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 249 624 S-u-� h Com--- 09-08-1 1 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a � 0 SOON W w ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TB/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 I i (POOL) R /W- I I_ X X I-10 CHA/VIVLL - - - - - - _------ - - - - -- -� X X X _ - - - ASPH CONC WB Rte 10 SBD - 10 ASPH 5 EB Rte 10 "I-10" LINE ,ONC ASPH 740 n ASPH E F (1 2 ' )_ (1 2')-- - (1 2 '_) (1 2�)- (1 2' -4-- (121) 4--(12') (1 2' ) (1 2') —12') BORDER EAST REVISED 7/2/2010 UB _ - DIRT O X USERNAME=>p0026551 DGN FILE => 846800md010.dgn THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 TRAFFIC HANDLING PLANT J STAGE 1A SCALE: 1"=50' PROJECT NUMBER & PHASE o� z o o O u I 'o w TH-10 a X O 0800000744 Q N o � cv � m N � 0 W w O O J j TRAFFIC HANDLING PLANT J STAGE 1A SCALE: 1"=50' PROJECT NUMBER & PHASE o� z o o O u I 'o w TH-10 a X O 0800000744 x w m Un o > ww Ln Er > w w o Q 0 x COUNTY ROUTE POST MILES z TOTAL a TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 J 624 S-u-� h Com--- Y 09-08-11 U REGISTERED CIVIL ENGINEER DATE e tiq� > �a Q ANN CHEAH 0 w 52143 w m �Qo �z w U � U Ln w aw = U o U x 0 w o- a a z w 0 = U U z o � z a z Q z 0 U z 0 x F - ::r F- r) cn z Q F- I 0 F - z w F- a w o o_ � o 0 X X Q O � � z 0 m m o O Ln u U I x � � U z w o J L ~ J > c ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/201( �I II o I � 4.. WHITE X X �I I R61-19(CA) /O TCE I R _2 - I R=50 T 27B ASPH X_ R5-1 9 R5-1 a - J I R6-1 L9 R6 -1R T <a8A>"- CA ''R411� +53 R/W) X R/W C +62 12�� WHITE WHITE /SURFAC(iM0 NTED ELIZERS 2 X _ T 25A SPACQ D I 0 1 j 7-t-17 18 ) FF X1 4• `�—_ 2' \ \ 36' Lt "R4" +00 • 4 • \ � • • Q \ \ CITY OF ONTANA R/W - I • Q ` I (PERMANE ILITY EASEMENT) �� I 114 3 \ \ T R5-1 , R5-1 a 2 \ `\ 24' Lt ''R4'' +20 I I ' R6-1 L 9 R6-1 R \ END Temp STRAP NG O Beg FINAL STRIP QA E R3-1 \ X w �� I •\ ` I I I II C +25 IJ 11 I I IUB 1WHITE-- - - - - - - ---- I " I ���WH TE ASPH WASH NGTON DR I W I I I MAINTAIN G % � II FROM PR OU SAGE / I � — UB X o X � I� X SU- ACES ED C ANNELIZERS i X SPA EC 1 0' 6 ) j�emp RAILING BCyq�- ,\'(TYPE K) E lb - a 5 I _ SPH ��Z'i 4 E T mp - ( TYPE K) 2 ASPH 95 a a C C SBD 11� - - - -- - - - -- o - - - a - - - - - - - - - -- - - - 1 _ WB— R 11' v NN � — — — — — — — — — — _ CQNC- 1 - - - - - - = v vdt5 v - - 6 - 7 ''B" LINE - -8 SSD -1 - 9 - - - 1 1 ' -S-BD EB Rte 10 3— _ _ — 4 — - ° — — — �> 700 11 2 Temp RAILING 4 4 MAINTAIN Temp STRIPING E (TYPE K) - FROM PREVIOUS STAGE --� 4 695 6 _ 8 "R5" LINE ---° 1 A�2') o 3 --- - o ASPH 2 ��R3LIN - R/W Ln + N - �- (12') ASPH (D = O r-- 0 o E RAILINGLij -- I/ - ------------ +�- PE K) - - ---_- TCE v'w ------------------ Li -i n -- ----- I _z UP RR R/W TCE USERNAME=>p0026551 DGN FILE => 846800md011odgn THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES ijlRI UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 250 624 S-u-� h Com--- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. CT-' THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L OR AGENTS SHAL L NOT BE RESPONSIBL E FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 TRAFFIC HANDLING NOTES: 10 FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 20 CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. THIS COULD INVOLVE INSTALLATION OF A TEMPORARY SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL INCLUDE VIDEO DETECTION° N Q 0 0 N o0 �C\� � 0 W w 00 --- I --- ] TRAFFIC HANDLING PLAN STAGE 113 �~ zo o O SCALE: 1 "=50' u 'o w T H — 11 a X O PROJECT NUMBER & PHASE 4800000744 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 251 624 TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-1 ° 09-08-1 1 OFESS1 REGISTERED CIVIL ENGINEER DATE �a eR otiq` x � SOON ANN CHEAH 09-08-11 w No. 52143 PLANS APPROVAL DATE THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS E x p. OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT C I V I L tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,FO�� COPIES OF TH/S PIAN SHEET PARSONS SANBAG X I \\ Ir 3200 EAST GUASTI ROAD JRD STREET 1 1 I 1IX SUITE 200 SAN OBE'RNARDIINO, CA 92410 w I I ONTARIO, CALIFORNIA 91 761 m > �I I I I x a i zl X C-) o LLI o I I X � o > w ,`� oX I o I I X oLu � o I I I I II rp _ RA X I I _ _ X V "C" 5 X _ _ _ - - �� ZX SURFACEI<MOUN N E IZER x v� X72 MAT Temp STR P-1 G O CONC - - �I I Q I SPACED Z5''I TOTAL 2 ) X I Q Q 7�" -L' X FRO REVIO E I F % I r, > 4 <?" J � X Y > o _ X R/W I I� I�IjII p '� �I CO n —O o r w m �Qo �z w U � U Ln U aw = U o U z 0 x Q O cn z Q O z w Q W c � � o 0 x X Q O z O m m O O Ln u U �--� x � � U LLJ o J � ~ J > c ~ U �L N (/7 V) 0 tl C-- x O 0 w -'- L1 c- + = m w =- o- w 4- -- w V) =w u)z a Q z w 0 _ 11 - U U>- z o � z LL- Q z Q z 0 U z 0 x Q O cn z Q O z w Q W c � � o 0 x X Q O z O m m O O Ln u U �--� x � � U LLJ o J � ~ J > c ~ U �L N (/7 V) 0 tl T— — - DATI T f\ I (` O O O w -'- L1 c- + = O =- w 4- -- w V) =w u)z ' — — - T— — - DATI T f\ I (` SBD - 10 H L I IVt A ASPH 710 1, "I-10" LINE 12' o ASPH c� (12,) o a WB Rte 10 (12' + CONC a ( )Ln 715 + Lu w (12') Ld cn C 0 N C EB—Rte 1-0 (1 2;) w (12) = cn (12') u 1 2 ASPH Q - -� _ – SBD-- i o— — — — 4 - 705 - - RAILNL E ( TYPE (12') - — MAINTAIN Temp STRIPING 4R _ CONC "B" LINE 7 G 7 n BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800md012odgn THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 TRAFFIC HANDLING STAGE 113 SCALE: 1"=50' PROJECT NUMBER & PHASE a N N o � N o0 N � 0 W w 00 PLAN a o� zO o O 'o w TH-12 a X O 0800000744 w -'- cn =- U -- 11 - SBD - 10 H L I IVt A ASPH 710 1, "I-10" LINE 12' o ASPH c� (12,) o a WB Rte 10 (12' + CONC a ( )Ln 715 + Lu w (12') Ld cn C 0 N C EB—Rte 1-0 (1 2;) w (12) = cn (12') u 1 2 ASPH Q - -� _ – SBD-- i o— — — — 4 - 705 - - RAILNL E ( TYPE (12') - — MAINTAIN Temp STRIPING 4R _ CONC "B" LINE 7 G 7 n BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800md012odgn THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 TRAFFIC HANDLING STAGE 113 SCALE: 1"=50' PROJECT NUMBER & PHASE a N N o � N o0 N � 0 W w 00 PLAN a o� zO o O 'o w TH-12 a X O 0800000744 x 0 0 w m cn o > ww Ln cr > w w o Q 0 x om w �Q �z U � V, aw U o r m o w U w = U O SHEET TOTAL TOTAL PROJECT No. SHEETS o' SBd 10 w 252 624 o- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON a Q w 52143 z w THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS E x p. CI V I L O = THE ACCURACY OR COMPLETENESS OF SCANNED qTF of �AL,F��� U PARSONS SANBAG U >- 1170 W 3RD STREET z r) SAN BERNARDINO, CA 92410 � Z LL- Q z Q Z O U TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 -t3 AV� F W7 -3a (1 MnlJ:) LT -7 BLACK ON A�f,€ -- — — —— - - - - - - t===- �-�- I-�0 CHANNEL Ll -----------' a ASPH c� (12') — a N o 0)2L) 1 0 a CONC + (12) a r (12') ~ 6 7 — w � w = w (12/) cn z (12') w J i ASPH ASPH w 10 � v (12') � ASPH I— :57 Q Z ' O x F— F— r) — F— r cn z Q F— I O F— z w F— Q W c � � o 0 x X Q O � � Z O m m O O Ln U �--� x � � U Z w o J � ~ J > ~ ~ a •– c c/7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800md013odgn CONC 720 X f�F Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 252 624 S-u-� h Com--- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS E x p. CI V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of �AL,F��� COPIES OF TB/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 ' CONC_ 1� X I X I Ll �� i of i---, -- I POOL �I —J _ ❑ S L - CONC II X X W21-5bR JW -5 I PX R/W 1_---------- (1000 FT) I ,------ I X X X ����� X -- – – – -i O _ _ _ --- — — — — — — — — — — — 4 �_-------------------- CONC_ _ _ - - - �50�'------- - - - - --——-——————------- — — — —— CONC—————— — — — — —— X ------X -- — — —- X. -- (12') ASPH (1 2 ) SBL — 10 (1 2'L CONC WB Rte 10 (12') -, R ASPH LINE E -B-- Rte 10 4 CONC ASPH X X THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES 725 X - UNIT 2232 SBD - a N O o Ln N o0 N � 0 W w 00 TRAFFIC HANDLING PLAN STAGE 113 �~ z o o O SCALE: 1 "=50' PROJECT NUMBER & PHASE w o TH-13 <0 --� O 4800000744 x 0 I:' 0 w m cn o > w w Ln > > w w o Q 0 om r w m �Q D �z w U , U � (n W aw = U o U O V / LL W o- a a z w o _ U U >- z o � z LL- a z Q z O U TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 10 .(12') z (12�) C:) (12 ) x Q (1 2') 0 cn z Q 0 z w a W c � � o 0 x X Q O z O m m O o Ln u U �--� x � � U I I � " o w o J L ~ J > c ~ U �L N (/7 V) 0 a_ R /W I I I I I I I I I -------------- ---I�-_-a �II X�` L_L__L----------------------- --- ,II --�`- ------ ---�---------------______� I X -j- X X II � - =F- - IF � r X ASPH ASPH X I II I X fi B ASPH Dist COUNTY ROUTE POST MILES SHEET TOTAL N TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 253 624 S-u-� h Com--- —09-08-11 �FESS� R 0 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF TH/S RL AN SHEET 0 PARSONS W SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 O O Xn ❑ ❑ — — -� — — — — — I — I -10 CHANNEL - UB o UB — c� _ _ 1 2 UB — — — — — _ _ - - - - - _cam - 12' o 12' o Ln12' Lc) — - — — — — — — — — — — — — — — SBD - 10 — — — — — — — CONC — — — — — — — — — — — — — — — „�r❑ r�+o 1 rr - - 70 c - - - - - - - - - 4 �- 1 2 a vvu I� I t. _ - - - - - - - 1 2, - - a - - - - - - - - 8 9 "I-1 0" LINE 66 ASPH --- L I ) w 5 7 A 6 (1 2') v' w n (1 2�)- z �> (1 2 ') __jw EB Rte 0 CONC (1 2') = � CONC SBD - 10 �(12') u ASPH Q ASPH u b– X— R/W THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800md014.dgn IS IN INCHES UNIT 2232 TRAFFIC HANDLING PLANT J STAGE 2A SCALE: 1"=50' PROJECT NUMBER & PHASE o� z o 0 0 u I 'o w TH-14 a X 0800000744 Q N o N � 0 W w O O J j TRAFFIC HANDLING PLANT J STAGE 2A SCALE: 1"=50' PROJECT NUMBER & PHASE o� z o 0 0 u I 'o w TH-14 a X 0800000744 x 0 0 0 w m cn o > III w cn > > w w � rr a 0 om w m �o aw o �z w U — U w cn w aw = U 0 U n, 0 cn w n D Q a z w o _ U U z o D z LL Q z Q z 0 U TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-1e ASPH F --—————--————— — — — — —— —CONS -- �------------------------ "1-10" +95 X X— --w— [-/0 CHANNEL I � X I I ASPH R /W -A X X Dist COUNTY ROUTE POST MILES SHEET TOTAL Ln TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 254 624 S-u-� h CCS 09-08-11 R� F E S S I� REGISTERED CIVIL ENGINEER DATE �o e tiq� II II SOON � p ANN CHEAH 09-08-11 0 52143 m PLANS APPROVAL DATE � No. � . THE STATE OF CALIFORNIA OR I TS OFFICERS ExpQ,OR CIVIL AGENTS SHAL L NOT BE RZ-SIDONSIBL E FOR s� tiP ATF THE ACCURACY OR COMRL ETENESS OF SCANNED OF SAL ,Foo' COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 11 zoa X X I L — li F --T <a6B>I I 12 / 0 50 o PER _ _ 12 12' Ln QO +r _ _ coNC a 12 0 1 2' - - - - -- -- -- -- -- -- -- _ -cam - - - - _ _ _ - - - - _ _ - - - - _ _ _ _ - -' - - 1 C - - - 1 2 _ 0 12 - - - a - - - - VVI Rte 10 _ _ _ - - - - QQ oLn 12/ - - - - - - - - - - - - -a - - - - - - - - - - - 6 ATPH o F- 6 7 5 �- + 12� - - - - - - - - - - c� I 2 ��I_1°` �p�LINE 3 4 • • • ASPH w QO 12 7 8 g 670 I _ b - - - - - 11' zc=n , + 6�o ASPH 1 000 - - - - - - - - - - - - 1 1 , J w wcn w _ - �On R*-€ 1 0 - - - - _ _ SSD —10 - - - - -cO�c 1 , _cn C30-A(CA) v W21--5- W21--5b-L ASPf�6' Q (1 2�) SBD - 10 CONC (1 000 -ET) W7 (1 MILE) - - - - Ld (1 2') BLACK ON ORANGE ASPH u -(12/) -- ASPH--�-- a7 -11'�v— ="f O_ x Q O cn z Q 0 z w Q W C � \ J m � o X X Q C) 3I � z O m m � o FI F - O Ln v x � � U E " O Z w o n L a J> ~ U �L 0)(� V) o a W21 -5 pi Iffill C30A(CA) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800md015.dgn IS IN INCHES SURFACE MOUNTED CHANNELIZERS SPACED (A 50/(TOTAL 7 ) UNIT 2232 MAINTAIN Temp STRIPING FROM PREVIOUS STAGE SURFACE MOUNTED CHANNELIZERS SPACED 0, 50' ( TOTAL 3 ) TRAFFIC HANDLING PLAN,--wI STAGE 2A SCALE: 1"=50' PROJECT NUMBER & PHASE o� Z o 0 0 V 'o w o TH-15 <0 ~0 J o 0800000744 a N Ln O r`� M f n II II � p W W F F- 00 J J TRAFFIC HANDLING PLAN,--wI STAGE 2A SCALE: 1"=50' PROJECT NUMBER & PHASE o� Z o 0 0 V 'o w o TH-15 <0 ~0 J o 0800000744 X 0 TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 "R1 " LINE "A" LINE I I Var I ES ETW ETW 4, 1 0' 121 12 I Va r I ''1-10" +00 X O DELTA T L 1 1 010 - -I='f= 05040/05'' > 544.08' 1 2 5059077' 100 1 7'31'' T 36B 908089' 1 4 5023.74/ 080 32'07'' 374.89/ 748.39/ V) 0 a_ 09-08-11 w RCF ESS10 REGISTERED CIVIL ENGINEER DATE �a e tiq� SOON F ANN CHEAH 09-08-11 52143 m PLANS APPROVAL DATE uj No. -- OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP qTF Q = Q COPIES OF THIS PL AN SHEET, O O — — - ill SANBAG z O = U 1170 W 3RD STREET 0 Ln 12' SAN BERNARDINO, CA 92410 z o Ln ' � 12' Ll - Q 2t - - - - z Q f- w + � 1 2T 12' - - — w u z "I-10" LINE z O U w w cn U — — - — — z — - — X Q 11 � 1E O cn Z Q Li O z w Q w c � CO n X X Q o m m r)- Ln UU Fy X � U I I w o Const AREA WB Rte 10 21\ETW ., .., .., ..ETW Var 2' Min 2' OG Temp (TYPE R RAILING- K) Pvmt FROM STAGE 1A _ CONC — i TNF 680 _ -)uI \I H\.L IVIL/VI\4 I LU \1I IM1VIVLL 1 LL1 \J SPACED a 50/(TOTAL 7 ) CURVE DATA 1 "B" LINE I EB Rte 10 ETW ETW 36' _z11 11',_11',_ 11'I 2' Exist Temp Pvmt - MBGR FROM STAGE 1A Temp RAILING (TYPE K) Temp RAILING (TYPE K) 92%C^T1^kl A _ A (TYPE K) Temp CRASH CUSHION ARRY 11TU2111 17/ Rt "R3" +20 NO. R DELTA T L 1 1 5500.00' 05040/05'' 272.26' 544.08' 1 2 5059077' 100 1 7'31'' 455067' 908089' 1 4 5023.74/ 080 32'07'' 374.89/ 748.39/ "R3" LINE Var I Const AREA 1 2, 2' Temp (TYPE RILING R/W TCE Var J-5- ETW ETW ES 12' aG01ATm0Navito] u1gm1162 E111 I I 3' Min OG 16.73/ Lt "A" +00 Beg Temp RAILING (TYPE K) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800md016.dgn IS IN INCHES T 27B UNIT 2232 Dist ~ ROUTE POST MILES J � ~ Q I> ~ No. SHEETS �L (/7 10 12.3/14.1 U N 624 S-u-� h Cx---t- V) 0 a_ 09-08-11 RCF ESS10 "R3" LINE Var I Const AREA 1 2, 2' Temp (TYPE RILING R/W TCE Var J-5- ETW ETW ES 12' aG01ATm0Navito] u1gm1162 E111 I I 3' Min OG 16.73/ Lt "A" +00 Beg Temp RAILING (TYPE K) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800md016.dgn IS IN INCHES T 27B UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 255 624 S-u-� h Cx---t- 09-08-11 RCF ESS10 REGISTERED CIVIL ENGINEER DATE �a e tiq� SOON ANN CHEAH 09-08-11 52143 m PLANS APPROVAL DATE uj No. THE STATE OF CALIFORNIA OR I TS OFFICERS E x p. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL,F��� COPIES OF THIS PL AN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 BC 24' Lt "B" 691 +1 1 .86 BC 24.52/ Rt 'A'' 689+91094 TCE� i i i TRAFFIC HANDLING STAGE 2A SCALE: 1"=50' PROJECT NUMBER & PHASE 0 0 Ln co � I 0 � w w w = J Ldw _ U) U F - Q 72 N Q Ln Ln oLn N �Ln C p W W F- 00 J J PLAN Q� o� 0 2O N I � w O TH-16 <0 --� O 0800000744 X "S" LINE TCE R/W R/W $- �1 0' _ 50' 52' ETW ETW Const AREA 2 11 11' 11' 12' 4,5' 2, OG OG--� Temp RAILING � Exist CURB (TYPE K) SECTION A -A NO SCALE I� R9- 1 I (S NOTE 3) I � SURFA D CHPINELIZERS I J SPACEd &CM' �I (TOTAL �Z1� �� I � I r. II I � R9�/�\ li o L 1 0 I --- L ---- —= �Ln Li- N A H — X w Ln wM m J w w A PH -- — — — - - - - a �-o az o mz - - - - - - - - - 12, w D (-D iZ w J w _---- �F -- -- —- —71 — 12.3/14.1 U-- U cf) — — — o m m aw = US 7, +55 U U C:) U F— z o PLANS APPROVAL DATE No. Q Beg Temp RAILING (TYPE K) R/W E FOR sT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL,F��� Q 4. INSTALL SIGN AT NORTHWEST QUADRANT OF THE SLOVER Ave/LIVE OAK Ave INTERSECTION° X o SANBAG 3200 EAST GUASTI ROAD llS" +55 z SUITE 200 ONTARIO, CALIFORNIA 91761 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. SAN BERNARDINO, CA 92410 a V) 0 0- MATCH Exist, STRIPING > USERNAME=>p0026551 RELATIVE BORDER SCALE 0 1 2 3 w Ln L O z W SURFACEI MOUNTED CHAN LIZERS �---' X-------------------- - - - - - - - - - - - - - - - - -� _/-__------- - - - -- 9 "S" I TNF —� 10 — - SLOVER-Ave— — — — — -- - � --- +85 X AJ CH Exist STRIPING F X TO SEE SHEET TH-18 MATCH LINE Sta 23+ 50-00 � I I R/W� TCE— X T I T� T38A Al ll XL— F-- B I I 0 a- 4" WHITE� I I o IIC +67 12 WH TCE A R/W -------- - ------- - — — — — �> S L0VE-R_ Ave- T 27B 4" WHITE A T <�:D T 22 0 0 Ln + w N w �J 0 w cn> `f' 0 w C° zQ Jw w U a R9-10 R/W o x II x F x II I II 3.4 Rt "C" +80 Beg BAY TAPER x -I IL V Q ASPH N II g SURFACE NI ED �, �, II CHANNELIZ S� SPACE AL I� 0 ) 10 ��\ ''S'' +75 I TCE � \� 12'' WHITE i -R/W R9-9 ASPH X' Dist --1 _ POST MILES SHEET a Q 0 z w SHEETS 08 0 = 12.3/14.1 256 624 U TEMPORARY ROADWAY CONFIGURATION, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS° o m m 09-08-11 w RCF ESS 10 REGISTERED CIVIL ENGINEER DATE �a e tiq� U � SIGNAL SHALL INCLUDE VIDEO DETECTION° ANN CHEAH z o PLANS APPROVAL DATE No. :D z E FOR sT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL,F��� Q 4. INSTALL SIGN AT NORTHWEST QUADRANT OF THE SLOVER Ave/LIVE OAK Ave INTERSECTION° PARSONS W SANBAG 3200 EAST GUASTI ROAD J ; X X om w �Q �z U , w� aw U o r m o w U w = U c__ 0 L 1 2 5059.77' 100 17'31 " 455.67' 908089' 1 4 5023.74' m 374.89' 748.39' w o- w = a a z w 0 = U U z o z LL_ a z Q w z 0 U z 0 X Q rrC:) cn z Q LL 0 z w a w o o 0 XX Q O� � z O m m r -r- o �' �' o Ln U X � � U LL E " z w o J � ~ a J > ~ f— U �L N (/7 V) 0 a_ 24' Rt ''A'' +90 Beg Temp RAILING (TYPE K) 2' (Typ) 3 0 0 12 o �o + 0- I� J Ln w — — — � W LU _j LIJ 2�— _ _ — U -J , — r 11 Q 2' (Typ) IN 3 ��►j =-'I �YIPAR ��.� wy - V j���L-z��� ter. = TCE R /W FULL NIGHT TIME CLOSURE PER Std PLAN T10A (COMPLETE CLOSURE) REQUIRED ON THE I-10 EB DURING FALSEWORK ERECTION/REMOVAL SEE SHEETS DE -1 AND DE -2 FOR DETOUR PLAN. REFER TO TMP FOR HOURS OF NIGHT-TIMEJLOSURE. ASPH SEE SHEET TH-19 MATCH LINE Sta 33+00.00 Q CV NN' v - - b ba4 4 S TCE �11 T 27B I T 8 I I T(:2�>4 11 I I J �7 28' Lt ''A'' +20 20' Lt END Temp RAILING EC 24' Lt ''All +40 ( TYPE K ) "B" 698+56067 10.1 Temp CRASH CUSHION ARRAY "TS 1 4" C— C 0S — — — — SBD _ WB Rte 10 - Ot bd°44j 695 6 0 N N _ _ CaNC _ 'T 7 "BLINE A EB Rte 1 \ T 13 Mod "R3---"---+-5 -5 0 24' Rt ''A'' 699+04.79 T T13 Mod ji -713792' — 1 N87 18 53 W , -8 1 '1� _ =9 -- _ 70 —5-8 7 ' 48'1 5"E- 0 — — I- � T 27B 7 8 "R� i r�iE a ==0t: - 1 A(lD2') o 1 4::o ASPH + N o i UP R TCE -''- +0_0r__ END Temp RAILING (TYPE K END Temp RAILING (TYPE K) ''R311 +30 12'' WHITE N N 1.65 Lt liCil +00 END BAY TAPER i �i MATCH, LINE Sta 23+50000 SEE SHEET TH-17 SURFACE MOUNTED CHANNELIZERS SPACED(A 25' ( TOTAL 6 ) "C" +62 END Temp RAILING (TYPE K) JOIN Exist BRIDGE RAILING MATCH Exist STRIPING II 1 0: 1 TAPER CI1+82 TCE R/W 0 LLJ R /W w LL _ z� J Ld Lli cn Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 257 624 09-08-11 R�F�� REGISTERED CIVIL ENGINEER DATE ESS �a e tiq� SOON ANN CHEAH 09-08-11 wNo. 52143 PLANS APPROVAL DATE CT-' THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS �x Exp . OR AGENTS SHALL NOT BE RESPONSIEBLFOR Is, tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 2. CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. THIS COULD INVOLVE INSTALLATION OF A TEMPORARY SIGNAL DURING CONSTRUCTION. TRAFFIC SIGNAL SHALL INCLUDE VIDEO DETECTION. CURVE DATA NO. R DELTA T L 1 2 5059.77' 100 17'31 " 455.67' 908089' 1 4 5023.74' 08032/07'' 374.89' 748.39' FULL NIGHT TIME CLOSURE PER ' Std PLAN T10A (COMPLETE CLOSURE) REQUIRED ON THE I-10 WB DURING FALSEWORK ERECTION/REMOVAL° SEE SHEETS DE -1 AND DE -2 FOR"q" LINE "B" LINE DETOUR PLAN. REFER TO TMP FOR HOURS OF NIGHT-TIME CLOSURE. i WB Rte 10 EB Rte 10 ETW ETW ETW ETW 61' TO 11' 11' 11' 11' 2' 28' 2'11' 11' 11' 11' 38' TO Abut Abut 7' TO 7' TO /LE­x_i st BENT Exist BENT 2' 2'� OG 2' , 2' _-- _________________ Temp RAILING (TYPE K) Temp RAILING (TYPE K) Temp Pvmt Temp RAILING Temp RAILING "C" LINE FROM STAGE 1 A ( TYPE K) ( TYPE K) Temp Pvmt FROM STAGE 1A SECTION A -A G7h1 10 -- SECTION B -B OG� NO SCALE THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE _> 846800md018odgn IS IN INCHES 0 1 2 3 UNIT 2232 NO SCALE TRAFFIC HANDLING PLAN OG STAGE 2A SCALE: 1"=50' PROJECT NUMBER & PHASE TH-18 0800000744 N Q N o � cv Q0 �N � 0 W w OO Ww a o� z o 0 0 Un w i 0 �0 a o x 0 J' 0 � w m cn o > w w Ln cr > w w Q 0 mI r w m QLL] o �z w U , U �Lf) w aw = U o U 0 V / > o' w m w = a a z w o_ _ U U >- z o � z LL- Q z Q w z 0 U X! NC_ CHANNELIZER (Typ) AS> 'H SURFACE MOUNTED CH SPACED @, 25' T UCI� I CIIIf.J I\H1LIIVV \ I I I L f\/ END FINAL STRIPING Beg Temp STRIPING O O z 12 0 u� x Q � C-) o � cin z Q 0 TRAFFIC HANDLING NOTES: z 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 i NELIZEf$S F OTAL 18h I SEE SHEET TH-20 MATCH LINE Sta 40+00°00 U MAI TAIN Temp STRIPING FRCN1 PREVIOUS STAGE R5-1 , R5-1 a R6-1 L 9 R6-1 R END-T-emp RAI J -N- { �_ t BRIDGE -RAILING q MATCH LINE Sta 33+00000 SEE SHEET TH-18 w Q 2. CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, TURNING MOVEMENTS o AND SIGNAL HEAD ADJUSTMENTS. THIS COULD INVOLVE INSTALLATION OF A TEMPORARY SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL X X Q o INCLUDE VIDEO DETECTION° 0 Z 0 m m � 0 O Ln U -- x � ^ U II � " o Z w o LJJ Q) J > c ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800md019.dgn x X x MAINTAIN Temp STRIPING � I FROM PREVIOUS STAGE � AsPH X 7 Ca) J x E C H A -17-ER (-TyP) r � I I\ � CITY OF FONTANA R/W � (PERMANENT UTILITY A�ENT--X-, r THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 TRAFFIC HANDLING PLAN STAGE 2A SCALE: 1"-50' TH-19 PROJECT NUMBER & PHASE 0800000744 N Q 0 0 N o0 00 Ww 0 0 J j m Ww a o � z o o 0 uI > O w O a O Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 258 624 n xX S-u-� h Com--- X 09-08-11 RCF ESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a � SOON ANN CHEAH x 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS �x Exp . C I V I L u') OR AGENTS SHAL L NOT BE RESPONSIBL E FOR sT tiP Q I THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF /-///S RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 MAINTAIN Temp STRIPING � I FROM PREVIOUS STAGE � AsPH X 7 Ca) J x E C H A -17-ER (-TyP) r � I I\ � CITY OF FONTANA R/W � (PERMANENT UTILITY A�ENT--X-, r THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 TRAFFIC HANDLING PLAN STAGE 2A SCALE: 1"-50' TH-19 PROJECT NUMBER & PHASE 0800000744 N Q 0 0 N o0 00 Ww 0 0 J j m Ww a o � z o o 0 uI > O w O a O x 0 0 w m cn o > w w Ln Er > w w o Q 0 �I x ---------------- I—I x � ASPH al l �I L x X X- —x x x I — II Li ASPH II ASPH I I II o F O � � I 10 -LI Q I II \\ I IIII I I I I L i ASPH \ I i i I UB - ---------------------- — =_ ___ -— --- ---- VALLEY BLVD 40 ASPH 1 2 3 - ---� J VALLEY Blvd mI r w m X aLL] �z w U , U __j Lf) W aw = U o U x 0 w x a a z w 0 = U U >- z r) � Z LL- Q z Q z 0 U z O X x F— F— r)- C:) r z x Q F— I O F- ---1 w F— Q w x c � o 0 x X Q 0 � � Z X 0 m m r -r- 0 � O Ln U U �--� x � � U w o J L ~ J > c ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 r CONC USERNAME=>p0026551 DGN FILE => 846800md020.dgn --- -- \moi -- a �� a a�, �, a .._5 6 8 LINE All - SUB a Li F —� F—F �nNI CHANNELIZER (Typ) Y x x� SII X UB a� Q UB I � w I U 1 II I II I II I I' I I � cn MAINTAIN Temp STRIPING FROM PREVIOUS STAGE L J TCE I vl v u ul I/ n I I I I I c r MATCH LINE Sta 40+00°00 SEE SHEET TH-19 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 259 624 S-u-� h Com--- 09-08-1 1 �FESS� R 0 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11w 52143 PLANS APPROVAL DATE No. CT-' THE S TA /Z- Of OCAL IFORNIA OR I TS OFF/CEPS �x Exp . C I V I L OR AGENTS SHAL L NOT BE RESPONSIBL E FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 ------ -/ c— ___ 5 VALL Y BLVD 2— ASPH - - - - - - - - - - Lh= �_� -- l = -- _ — _� _ —� — — — � — UNIT 2232 TRAFFIC HANDLING NOTES: 10 FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 20 CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. THIS COULD INVOLVE INSTALLATION OF A TEMPORARY SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL INCLUDE VIDEO DETECTION° N Q 0� N o0 �C\� � 0 W w 00 --- I --- ] TRAFFIC HANDLING PLAN STAGE 2A z~ z o o O SCALE: 1 "=50' PROJECT NUMBER & PHASE w o TH-20 a o O 4800000744 x 0 J' 0 w m cn o > w w Ln cr > w w � o Q 0 om r w m QLL] o Z w U � U __j Lf) w aw = U o U TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 O O O 00 Ln + I O 2 � w + w V) w cf' z w J I w cn -T- u U Z' O - x F —U –I R Q TCE— 0 cn z Q 0 z w a w o o 0 x X Q O Z O m m O o Ln u U �--� x � � U LLJ o J � ~ J > c ~ U �L N (/7 V) 0 a_ X 12' CONC T- — /1 0 0 0 0 Lu CURVE DATA DIRT PILES NO. R DELTA T L 15 4600000' 04°37'27" 185072' 371025' THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800md021 odgn IS IN INCHES 0 2 3 X X X X = Q Dist COUNTY ROUTE POST MILES SHEET TOTAL o TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 260 624 S-u-� h Com--- L 09-08-1 1 RCF ESS10 REGISTERED CIVIL ENGINEER DATE e tiq� 3 4 715 1 "I-10" LINE �a 0 + SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA OR I TS OFF/CERS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� CORES OF /-///S PIAN SHEET 1 -2—(1 PARSONS = u SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 UNIT 2232 TRAFFIC HANDLING STAGE 2A SCALE: 1"=50' PROJECT NUMBER & PHASE N Q Ln o Ln N 00 W w 00 PLAN a o� zO o O 'o w TH-21 a X O 0800000744 o 1 ASPH - - (12') 0 a a WB Rte 10- (12�) (1 2) O + N CONC G' — (12I- L 3 4 715 1 "I-10" LINE 0 + w w (12') z cn CONC EB -Rte �-O (1 2 �) 2) J w 1 -2—(1 (12') = u cn 1 2 ASPH Q UNIT 2232 TRAFFIC HANDLING STAGE 2A SCALE: 1"=50' PROJECT NUMBER & PHASE N Q Ln o Ln N 00 W w 00 PLAN a o� zO o O 'o w TH-21 a X O 0800000744 x 0 0 w m cn o > ww Ln cr > w w o Q 0 mI r w m �Qo �z w U � U w aw = U o U TRAFFIC HANDLING NOTES: 1° FOR GENERAL NOTES AND LEGEND SEE STAGE 19 SHEET TH-1° 19' Lt "I-1 OT +0 I I � I XI I I I I S I -x X SURFAC TED C I�NIE(IZERS I SP--AC_E�� @ 0 I� 111 1) _ � � I Temp AIILING (TYPE K)I � T T�RMI�AL SECTION T�PE K) C30A'(GA I r,� U z 0 IU L---W`i-- 3 a "\- 11 z 0 X ju x x ---- 1 -- I Wil -5 X X CONIC II G X b I� sL- I I F Dist C-- ROUTE x SHEET TOTAL 0 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 o' 624 S-u-� h Com--- w 09-08-11 o- RCF ESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE a Q OR AGENTS SHALL NOT BE RESPONSIBLE z w OF SCANNED qTF of cA�,Fo�� O_ _ PARSONS U 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 U >- ONTARIO, CALIFORNIA 91761 z r) � Z LL- Q Z Q Z O U TRAFFIC HANDLING NOTES: 1° FOR GENERAL NOTES AND LEGEND SEE STAGE 19 SHEET TH-1° 19' Lt "I-1 OT +0 I I � I XI I I I I S I -x X SURFAC TED C I�NIE(IZERS I SP--AC_E�� @ 0 I� 111 1) _ � � I Temp AIILING (TYPE K)I � T T�RMI�AL SECTION T�PE K) C30A'(GA I r,� U z 0 IU L---W`i-- 3 a "\- 11 z 0 X ju x x ---- 1 -- I Wil -5 X X CONIC II G X b I� sL- I I F Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 261 624 S-u-� h Com--- 09-08-11 RCF ESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA OR ITS OFF/CERS E x p. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPES OF /-///S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 LI I I'i JI I ' CONC "r- - - Ir ILPOOLJI ❑ , - -- pal o ° ° V ---v— — — — — — — — — — — — —— ---------------- — CONC - -1a0_0 ----- --- 1 0-0-'- I -10 CHA/V/VEL ------- —--CONC—----———— o ------- X X X X 0 o- -------- - - - - -- Ln E3 + a N ASPH - (1 2 _ I 'c-SB(1 0 (1 2' 12 ASPH R 1 0 a (12') Li (12') a ' _L2') C CONCz w J ASPH ,� 8 T n ASPH a - (12') (12') CONIC 10 (12') ASPH — I— Z ' O x Q O r cn z Q O z w rrQ W c � � o 0 x X Q O Z O m m O O Ln U �--� x � U z w o J � ~ J > c ~ a •— c c./7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800md022.dgn !A 7?0 "I-�O" LINE 1 -EB R t� c 10 ASPH X X THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES 725 X - UNIT 2232 R ASPH - W21 - 5bL _- �> C30A(C,�N 0 (4-000 FT) �> �> W -7---3c (1—MILE) RI Arra a N O cv co N � 0 W w 00 TRAFFIC HANDLING PLAN STAGE 2A z~ z o Po SCALE: 1 "=50'u� PROJECT NUMBER & PHASE w o TH-22 <0 --� 0 4800000744 x 0 0 w m n o > III w u') 2� > w w � 0 x C-- 0 w a a z w O _ U U >- z o � z LL- a z a z ----- O U z � O x Q F — — C:) - z Q F- I O F - z w F— Q w � o • o X X Q o m m rlr- F� O lf) U u Fy x � � U Z w o J � ~ J > c ~ a •— c c./7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 SLOVER AVS — — — 77-_ 1 R /W _ � _ _ � _ � _ CONSTRUCTION OF PAVEMENT TO BE PERFORMED DURING ONE WEEKEND INTERSECTION CLOSURE SEE SHEET DE -3 FOR DETOUR PLAN TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 USERNAME=>P0026551 DGN FILE => 846800mdO23.dgn R/W L- - BOYLE AVE ASPH i ASPH X Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 262 624 S-u-� h Com--- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE �a e tiq� SOON ANN CHEAH 09-08-11 w 52143 m PLANS APPROVAL DATE � No. THE STA TE OF CAL IFORNIA OR I TS OFFICERS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED of cA�,Fo�� COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 BOYLE AVE x x- to II i I ozl I x x I - L I I U I II I I I I I xl CONC TCF I xI AS R/ x - tzzl — — — — — — — — — — — — — x x x-�—x =7— — — — --=7— — —-------- — — _,//- / _/ / /3 i / -/ / -/ /-� / I - - -6 - "S'TLINE 7 T -/ -/7 7"- _ - - - - - - �-F- IF_ r -- ---- - / ASPH / LONC) I CONCH -Z CONC I I I I 00I I I ® F R/W 0- I I U I I® x w ASPH THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 X ASPH - SLOVER Ave ASPH X x - Q N 00 N ° N 0 0 W W 00 TRAFFIC HANDLING PLAN -j -j STAGE 213 �~ zo o O SCALE: 1 "=50' PROJECT NUMBER & PHASE w o TH-23 <0 --� O 4800000744 TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-1e x 0 0 w m cn o > w w cn > > w w � o a 0 ASPH II I ASPH II I II GONG- - - - -- -- I X II ---------------- ----=====----------� R/W X I- D CHANNEL X Dist om ROUTE POST MILES w m _ _ - a coN� 1 2' + c� 12/ TOTAL PROJECT Q� o 08 �z w 12.3/14.1 263 624 S-u-� h CCS Li U 09-08-11 w cn w REGISTERED CIVIL ENGINEER DATE aw = W W UD U ASPH II I ASPH II I II GONG- - - - -- -- I X II ---------------- ----=====----------� R/W X I- D CHANNEL X Dist COUNTY ROUTE POST MILES SHEET TOTAL _ _ - a coN� 1 2' + c� 12/ TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 263 624 S-u-� h CCS Li - - --CON-Cl , 09-08-11 ASPI (05 ROFESSI� REGISTERED CIVIL ENGINEER DATE � p SOON W W ANN CHEAH 09-08-11 z "521 43 PLANS APPROVAL DATE No. m THE STA TE OF CAL IFORNIA OR ITS OFFICERS Exp. � � C I V I L OR AGENTS SHAL L NOT BE RZ-SIDONSIBL E FOR tiP ATF THE ACCURACY OR COMRL ETENESS OF SCANNED OF SAL 1F COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 Ll __ zoa X X li Temp STRIPING (Det 27B) iD Temp STRIPING (Det 36B) 1 2, -- — — — ASPH — — — a -- -- -- — — — — — _ _ _ _ — — _ — — _ _ - - — — — — — — — — CONC — — — SBD - 10 1 2 _ - - a - _ _ _ - - _ AVB -Rte 1 0 w = --12' — — —CONC — _ — — — — — — — — — 1 0 G� z = -12, SBD — — — — c� _ e � 3 4 675 6 o —1 2, - — — --- 670 1 2 Int �P�LINE 8 ^ g � I � I z665 6 _ - LL Q - ASPH 1500--1-000, - - - z -- - _ E C30A(CA) coNc EB Rte 10 _ _ - - - SSD —10 E 215bL - Q (12) � E>W-21-5 - __j _ (1 2') SBD - 1 o coNc W7 -3a (-n(1 2')> - - ASPH z - 0� 02 ASPH v �® U - z O x Q F- 0 r z Q F— I I — LL O F— z w F— Q L_I_J C � \ m F - o LL X X Q O 3I � z O m m rlr- Ln u x � � U I� E " O z°w II L a o Q c VU —L Q)(� V) o a BORDER LAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800mdO24.dgn a 12/ ASPH 1 2� o 0 — �— a 12 o Ln Ln _ _ - a coN� 1 2' + c� 12/ QQ \ 6� ATPH o +w ® ® ASPH 6, w 11' zc=n _ 111 Li - - --CON-Cl , v cn ASPI (05 Q � p CHANNELIZER (Typ) E W E W21 -5bR E C30A(CA) I _ 21_ 5 IN Temp I STRI THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 I TRAFFIC HANDLING PLAN,--:,,, STAGE 3A SCALE: 1"=50 PROJECT NUMBER & PHASE w O T H — 24 10 J o 4800000744 a N O O N" \ 6� N " M f n II II � p W W F F- 00 J J TRAFFIC HANDLING PLAN,--:,,, STAGE 3A SCALE: 1"=50 PROJECT NUMBER & PHASE w O T H — 24 10 J o 4800000744 x 0 0 w m Un o > III w u') > > w w � Q 0 Q m w m 1 ao —j z W U U aw = Ur-) U x O L �- POST MILES SHEET TOTAL w No. SHEETS 08 SBd 10 12.3/14.1 264 a 27 Q = 12' 0 ~ U O O REGISTERED CIVIL ENGINEER DATE �a e tiq� z � z 0 12' — — � Q a Ln 12' + - - J ~ I z OR AGENTS SHALL NOT BE RE5100N519L CV , I "- "-12 - - > �L Q COPIES OF THIS PLAN SHEET, = u0 1 2' U N SANBAG 3200 EAST GUASTI ROAD V) 0 a_ z O SUITE 200 ONTARIO, CALIFORNIA 91761 W cn SAN BERNARDINO, CA 92410 u = W — z w J 1 V- — o cn x Q U 11'� F- Q 1 6' 7�::> C/7 Z Q Li 0 z w Q LTJ C � \ J CO n F-- X X Q O 0o m r1r- I I O CONC R /W ASPH - - - - �-- i NC 35°83' Rte L Co "A" +6� -- CONC — — — — r Stn oto" I TKIE —I- _ o U u TRAFFIC HANDLING NOTES: v 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 II COUNTY L �- POST MILES CONC — — — — r Stn oto" I TKIE —I- _ o U u TRAFFIC HANDLING NOTES: v 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 II COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 264 624 S-u-� h Ct---t- LSI o ROFESS10 REGISTERED CIVIL ENGINEER DATE �a e tiq� ~ SOON � Q C' z CD 521 43 m PLANS APPROVAL DATE J ~ I ~ OR AGENTS SHALL NOT BE RE5100N519L E FOR JT tiP qTF > �L (/7 COPIES OF THIS PLAN SHEET, U N SANBAG 3200 EAST GUASTI ROAD V) 0 a_ 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800mdO25.dgn -SB D OG Temp RAILING FROM STAGE 2A Temp Pvmt FROM STAGE 1 A IIAII LINE I WB Rte 10 ETW 11' 11' 11' Temp (TYPE R AILING IIBII LINE I I EB Rte 10 ETW ETW i 11'12' 32' 2"1 11' 11' 111' 0=01+T1nwI A _ A ETW Temp RAILING FROM STAGE 2A THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES OG Temp RAILING FROM STAGE 2A Temp Pvmt FROM STAGE 1 A �r ... ,r f7 A T I TKIf'' IVIHlIN 1 HlIN 1 CIIIp J 1 r\ir-T� FROM PREVIOUS STAG UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 264 624 S-u-� h Ct---t- 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE �a e tiq� SOON ANN CHEAH 09-08-11 C' z CD 521 43 m PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA OR 1 TS OFFICERS Exp. � � C I V I L OR AGENTS SHALL NOT BE RE5100N519L E FOR JT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL,F��� COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 SPACED (A 25' (TOTAL 4) O L + N � I QQ = F– • o � � w cn w = �- z cn J LjW _ cn T 25A TRAFFIC HANDLING STAGE 3A SCALE: 1"=50' PROJECT NUMBER & PHASE a N O N N •• \ 6) N •• n C p W W 00 J J PLAN wLj Q� o� o 0 20 'O w TH-25 <0 --� O 0800000744 x 0 0 w m o > III w u') 2� > w w � Q 0 x om w a� _j J Vn aw UD r m o w W = U 0 SHEET 0 TRAFFIC HANDLING NOTES: TOTAL PROJECT No. SHEETS x SBd 10 U 265 Q S-u-� h ct 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 -t- 09-08-11 RCFESS1� /U^ V I w o � SOON - 09-08-11 a a ��m in I - z w SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, 0 = COPIES OF THIS RL AN SHEET, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. U z SANBAG THIS COULD INVOLVE INSTALLATION OF A TEMPORARY `n `' u U >_ SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL z o U z LL_ a z° °' w o z 0 Q c U �L N (/7 V) 0 a_ U z 0 U ' CONC L - - - - - F__X om SEE SHEET TH+50°00 MATCH LINE Sta 23 IA x I I I I I bb44 T 22 T 8 oe O T C27B LI 41I WHITE — ONC I � I I TCE O O I X R/W 12'' WHITE �- � O �I ---- ----- - ---- ----- J� -= - - - - 18' - 3�: ° - - - — - - - - - - - - 12' O � SLOVER AV1E5 m,_, , 1 2 1 z 12 LJ - - - - - - - - - - - - - - - - Lj �> 20' _ — — — —_ — SURFACE MOUNTED CHANNELIZERS___� R/W SPACED @ 25' (TOTAL 12) I I I X X --- Of IF R/W -- I_I L x71­1_ I L II �I I � L F 2 SLOVER Ave 3 "S" LINE 4 F X z ROUTE POST MILES SHEET 0 TRAFFIC HANDLING NOTES: TOTAL PROJECT No. SHEETS x SBd 10 12.3/14.1 265 Q S-u-� h ct 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 -t- 09-08-11 RCFESS1� REGISTERED CIVIL ENGINEER DATE �a e tiq� w o � SOON - 09-08-11 w 52143 m 20 CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL ��m in I - THE STATE OF CAL IFORIVIA OR 17-5 OFFICERS �x Exp. C I V I L OR AGENTS SHAL L NOT BE RZ-SIOON519Z SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, X X cn COPIES OF THIS RL AN SHEET, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. PARSONS z SANBAG THIS COULD INVOLVE INSTALLATION OF A TEMPORARY `n `' u a SUITE 200 ONTARIO, CALIFORNIA 91761 SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL SAN BERNARDINO, CA 92410 INCLUDE VIDEO DETECTION° z° °' w o J � J- 0 SURFACE MOUNTED CHANNELIZERS___� R/W SPACED @ 25' (TOTAL 12) I I I X X --- Of IF R/W -- I_I L x71­1_ I L II �I I � L F 2 SLOVER Ave 3 "S" LINE 4 F X 0 O N F__ + LL_ w �J °w �> U) O W ED zQ Jw w _ cf) U Q R/W 0 --L A 0 x X X II I 11 05' Lt 11C11 +25 x I II I I�° IJ 905' Lt IICII +I 5 I� I Beg Temp R - - I o ( TYPE K) TempCRASH C SHION � I �1 1 " I ASPH Dist COUNTY ROUTE POST MILES SHEET TOTAL TRAFFIC HANDLING NOTES: TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 265 624 S-u-� h ct 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 -t- 09-08-11 RCFESS1� REGISTERED CIVIL ENGINEER DATE �a e tiq� w o � SOON - 09-08-11 w 52143 m 20 CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL ��m in I - THE STATE OF CAL IFORIVIA OR 17-5 OFFICERS �x Exp. C I V I L OR AGENTS SHAL L NOT BE RZ-SIOON519Z SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, X X Q -- COPIES OF THIS RL AN SHEET, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. PARSONS o SANBAG THIS COULD INVOLVE INSTALLATION OF A TEMPORARY `n `' u 11 SUITE 200 ONTARIO, CALIFORNIA 91761 SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL SAN BERNARDINO, CA 92410 INCLUDE VIDEO DETECTION° z° °' w ~ o J � J- Q ~ c U �L N (/7 V) 0 a_ 0 O N F__ + LL_ w �J °w �> U) O W ED zQ Jw w _ cf) U Q R/W 0 --L A 0 x X X II I 11 05' Lt 11C11 +25 x I II I I�° IJ 905' Lt IICII +I 5 I� I Beg Temp R - - I o ( TYPE K) TempCRASH C SHION � I �1 1 " I ASPH Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 265 624 S-u-� h ct -t- 09-08-11 RCFESS1� REGISTERED CIVIL ENGINEER DATE �a e tiq� � SOON ANN CHEAH 09-08-11 w 52143 m PLANS APPROVAL DATE � No. THE STATE OF CAL IFORIVIA OR 17-5 OFFICERS �x Exp. C I V I L OR AGENTS SHAL L NOT BE RZ-SIOON519Z E FOR JT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL,F��� COPIES OF THIS RL AN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 III TYPE III14R ICADE x I ' I 6 x W1 ( ) (TOTAL 2)1 I Ix I �L�- - L - bill /oITH SCI�'I I I I I xl 1 CONC I I I I x o I I �I x o I x Wid-11 R/W r 1-� x - x J X X X - —X X � Z 12' _ _ - - -- - -- _ - - - ��-_j ------ 12' SLOVER Ave12/ a A 8 9 2 r 12' 2 .� 3 I1S11 LINE 6 7 a i O , I C I H p L I I 1 r - N L✓ 12/ 201 • • O \TG0:>X R/W X NCVN Q0 41 F x I__ � I �ONC� CONC] 1' I I I • • URFACE MO TED CHANN IZERS II CII LINE I I I'I CONC X TCE R/W R/W TCE PACED � 2 (TO:T;A,L 21) I 17/ 7505' � Var Var ETW ETW 411 WHITE Const • • I I xX AREA T 22 X 2� 1505' I I T <� X I I I I •• i 1 4� I r. •• I 3 Rt ' C11 +00 --- --CURB Temp RAILING 11C�l 0 I II l II ------ (TYPE K) ---- X (TYPE A2-8 Mod) • I IIOG X OG__ 1' Rt z ISR' - X SECTION A A +40 IIC II + 0 - NO SCALE 4 I � u I� �I I I I II I I R/W II ill�b w444�'ll �. X N n1 PM N N � � I 11C11 +40 Lu z I I I i MATCH EXISTING STRIPING THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => P0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800mdO26.dgn IS IN INCHES UNIT 2232 Q N o� N N 0 0 wW 00 _j _j JJ TRAFFIC HANDLING PLAN STAGE 3A �~ zO o O SCALE: 1 ''=50' PROJECT NUMBER & PHASE w O TH-26 <0 __� O 4800000744 X 0 0 w m cn o > w w Ln > > W W D Q 0 mI r w m �Qo �z w U � U w aw = U o U Z O X Q F_ C:) z a F_ I 0 F_ z w F_ a W c � � o 0 X X Q O � � Z O m m O O Ln U U �--� X � � U I I w o J L ~ J > ~ ~ U �L N (/7 V) 0 a_ Temp RAILING (TYPE K) 24' Rt "A" +90 END Temp RAILING (TYPE K) JOIN Temp RAILING FROM PREVIOUS STAGE 7�7 c__ 0 X END BAY TAPER T< 0 0 Ln Ln No. SHEETS T cv + 10 12.3/14.1 o' 624 S-U-� h ct w -t- + o- RCF ESS10 w U = W cf) Z W J All W _ w 52143 PLANS APPROVAL DATE a a I— z w OF SCANNED qTF of CAL,F��� 0 _ PARSONS R61-7 U MOUJIT-E ) CHANNELIZERS SPACED @, 25' (TO -T -AL 8) F U L L U >_ T10A (COMPLETE CLOSURE) z o � z LL_ a z Q z 0 U Z O X Q F_ C:) z a F_ I 0 F_ z w F_ a W c � � o 0 X X Q O � � Z O m m O O Ln U U �--� X � � U I I w o J L ~ J > ~ ~ U �L N (/7 V) 0 a_ Temp RAILING (TYPE K) 24' Rt "A" +90 END Temp RAILING (TYPE K) JOIN Temp RAILING FROM PREVIOUS STAGE 7�7 17' Rt "R3" +60 0 POST MILES END BAY TAPER T< 0 R61-7(CA) Ln Ln No. SHEETS T cv + 10 12.3/14.1 3 624 S-U-� h ct -t- + RCF ESS10 w U = W cf) Z W J All W _ w 52143 PLANS APPROVAL DATE U THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L I— _ a OF SCANNED qTF of CAL,F��� COPIES OF TH/S PIAN SHEET 0 PARSONS R61-7 SURFACE MOUJIT-E ) CHANNELIZERS SPACED @, 25' (TO -T -AL 8) F U L L W-G�TI-M E- 6E — R Std PLAN T10A (COMPLETE CLOSURE) FALSEWORK ERECTION/REMOVAL° SEE SHEETS DE -1 AND DE -2 FOR DETOUR PLAN. REFER TO TMP FOR HOURS OF NIGHT-TIME CLOSURE. AS BORDER EAST REVISED 7/2/2010 A A S I 1 11 - 11 .- A 12'' WHITE E j Temp CRASH CUSHION nr_ i i _L llrnll nn JOIN Temp RAILING FROM PREVIOUS STAGE _ - POT 24 � 698+8 e0-- _ MAINTAIN Temp STRIPINGMATCH Temp STRIPING- ---FROM-PREVIOUS TRIPING- — FROM PREVIOUS STAGE - ---FR01- P VIOUS STAGE —�--- " Ate` L I -N E 9- X - a - 7-00 SBD 10 11' ETW ETW _1 21J 2' 1 °5° Exist mQ CURB Ld z 0 -FU-EL _W R: T_J-M E C L-GSUR E--PE R rl_L_j M A K I -r-1 ren /nrN►Ani rTr ni r -\r- i incl FALSEWORK ERECTION/REMOVAL° SEE SHEETS DE -1 AND DE -2 FOR DETOUR PLAN. REFER TO TMP FOR HOURS OF NIGHT-TIME CLOSURE. R/W TCE 11' -4' Shld 2' 2' Min Temp RAILING OG (TYPE K) It%CnT1A\1 A A IuWszMAllma "C" LINE I MATCHLINE Sta 23+50000 _- SEE SHEET TH-26 - NO SCALE THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800md027.dgn IS IN INCHES T Dist COUNTY ROUTE POST MILES SHEET TOTAL N TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 266 624 S-U-� h ct -t- 09-08-11 RCF ESS10 REGISTERED CIVIL ENGINEER DATE SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPOVSIBL E FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TH/S PIAN SHEET 0 PARSONS W SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 O O TRAFFIC HANDLING NOTES: 1° FOR GENERAL NOTES AND LEGEND SEE SHEET TH-1° 2° CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. THIS COULD INVOLVE INSTALLATION OF A TEMPORARY SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL INCLUDE VIDEO DETECTION° ''A'' LINE I WB Rte 10 ETW ETW 61' TO Abut 7' TO I 1 1 Exist BENT 2' 2'1 OG Temp RAILING FROM STAGE 2A Temp RAILING FROM STAGE 2A Temp Pvmt FROM STAGE 1 A UNIT 2232 ''B'' LINE I I EB Rte 10 ETW i ETW 28' 201 11' 11' 111' 11'I 38' TO Abut v T Exist BENT V 2, OG ] � Temp RAILING Temp RAILIN72A FROM STAGE 2A FROM STAGE Temp Pvmt FROM STAGE 1A SECTION B -B R/W OG NO SCALE TRAFFIC HANDLING PLANT J STAGE 3A SCALE: 1"=50' PROJECT NUMBER & PHASE o� z 0 0 0 U I Ll 0 TH-27 <0 __� 0 0800000744 Q N N o O � 0 W w O O J j TRAFFIC HANDLING PLANT J STAGE 3A SCALE: 1"=50' PROJECT NUMBER & PHASE o� z 0 0 0 U I Ll 0 TH-27 <0 __� 0 0800000744 x 0 0 w m Un o > W w Ln Er > w w D Q 0 mI r w m 0 �z w U � U Lf) W aw = U o U a w U 0 z a XU X X ASPH T T< 27B 4'' W ITEC 11CH I 8 12'' WHITE I 11CH 39 12 'ITE �I I I I 4'' WHITE R/W TCE "C" +26 12'' WHITE 7' Lt "C" +45 END Temp RAILING (TYPE K) SEE SHEET TH-29 MATCH LINE Sta 40+00°00 4' X T ® A_, x T 22 Q II II X wII SURF CE MOUNTED CHANNELIZERS w II SPACI D @, 25' (TOTAL 9) = I TYPE III BARRICADE WITH SC1 1 (CA) U - I (4 TOTAL) R5-1 9 R51 1 a I� R6-1 L9 R6-1 R "R4" +70 R4 +53 • MATCH Temp STRIPING FROM II \� 12" WHITE PREVIOUS STAGE R /W R=60' IV \X R=45' �— 121 12 X I � X ASPH J 1-J"(CA) X E CHA p) I �1AA iAITAiNI Tomr. CTDTDiNI(_ /N x x x x I - -4-- � ' • � Q I ROM PREVIOUS STAGE Q CITY OF FONTANA R/W I �I T 27B � � � (PERMANENT UTILITY EA T 38A 2 0 II I I T 25A E R61-19(CA) U R5-1 9 R5-1 a � \ I I R6-1 L 9 R6-1 R ® \ UB I Ll 0 Ty p ASPH WASH NGTON DR \ I I I T 22 9\ I I L SURFA E MOUNTED CH X X- 0 S P A CK -a� T X X "W" LINE � Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 267 624 S-u-� h Com--- TRAFFIC HANDLING NOTES: 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� w 0 �a 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS E x p. CIVIL OR AGENTS SHAL L NOT BE RESPONSIBL E FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TH/S PIAN SHEET � o PARSONS OF A TEMPORARY SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 T 27B)'o — - o WHITE - l��o c y • I 4/F E LIZER (Typ) rn - - X �� o T G§:> ' \ UB ® 0 MATCH LINE Sta 33+00°00 ----------- SEE SEE SHEET TH-27 -I x Q ^ U II ^ LL � " o z° w o LJJ Q)J > ~ ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800md028.dgn THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 TRAFFIC HANDLING PLAN STAGE 3A SCALE: 1"-50" PROJECT NUMBER & PHASE TH-28 0800000744 N Q N � 011r) N 0 00 Ww 0 0 Ww Q� o � z 0 0 0 u I Ll0 Ll 0 a 0 z w Q TRAFFIC HANDLING NOTES: w 0 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 20 CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO XX Q ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION TURNING MOVEMENTS 0� � z AND SIGNAL HEAD ADJUSTMENTS. THIS COULD INVOLVE INSTALLATION 0 m m � o OF A TEMPORARY SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL o�U w INCLUDE VIDEO DETECTION° x Q ^ U II ^ LL � " o z° w o LJJ Q)J > ~ ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800md028.dgn THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 TRAFFIC HANDLING PLAN STAGE 3A SCALE: 1"-50" PROJECT NUMBER & PHASE TH-28 0800000744 N Q N � 011r) N 0 00 Ww 0 0 Ww Q� o � z 0 0 0 u I Ll0 Ll 0 a 0 I I I ILi \ � x I Irl II ASPH x I I I r l l l ASPH I I II o ---------- - - - - -- x 10-L I (I= \ ASPH iQoI Q I l \ I III o \ I I I L i ASPH \ I v'LLI � I w —x x x x x Q �� _R /W ____________ _ -- i-----\\ 1------------------ = — x VALLEY BLVD a Q 40 ASPH 1 2 3_ — — A � �� 4 5 > - - - -- J � Y VALLEY Blvd Q�— o -� F � x—��---�-�-- __ —__ � X r w m X a� \ ==�1 J (n W aw = UD U X O w X a Q z w O_ _ U U >- z r) � z LL- Q X z Q z O U z C:) \ x F - ::r F— r)- C:) r z x Q F- I 0 F- x z w F— rrQ W x C � � o X X Q x O m m r1r- O F --I F ---I O Ln U u Fy X � � U w o J L ~ J > c ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 r CONC USERNAME=>P0026551 DGN FILE => 846800mdO29.dgn 2.5' Rt "C" +90 T 22 1�4" WHITE a a 8 �- T 2 2 -T O T 27B 1 I TCE II I x x—I q Q SURFACE MOUNTED CHANNELIZERS SPACED 0, 25' (TOTAL 27) MATCH LINE Sta 40+00°00 SEE SHEET TH-28 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 268 624 S-u-� h Com--- 09-08-11 R�FESS�� REGISTERED CIVIL ENGINEER DATE �a e tiq� \ SOON ANN CHEAH 09-08-11 w 52143 m PLANS APPROVAL DATE � No. THE STA TF OF CAL IFORNIA OR I TS OFFICERS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR J tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED of CAL,F��� COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 5 VALL Y BLVD ASPH — — — — — — — — — — — — — —— ------—————————— — — — — —— — — — — —— —h—--�--T ----- _ UNIT 2232 TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 20 CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. THIS COULD INVOLVE INSTALLATION OF A TEMPORARY SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL INCLUDE VIDEO DETECTION° a N 6) O � N •• \ O M N .. n C p W w 00 -J J TRAFFIC HANDLING PLAN STAGE 3A z~ z PO SCALE: 1 "=50'u� PROJECT NUMBER & PHASE w o TH-29 <0 --� O 4800000744 X 0 J' TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 o � � w m cn > O O o w w � O' u') � h > w iL X �O o Q AlII R /W Q P \\ J � Y f::) U a � I 0 V / w a a z w 0 = U U >- z r) � z LL- Q z Q z 0 U 0 O Ln CV + o � o w � w V) = w `) z w J W V) _ U F - Q t i I o 0Lucl� ('p ❑�El �� - -�-/ -- ❑ i`� ISI ---�- �-- J 1 T � ` ` -- MAINTAIN Temp STRIPING —FROM- P STAGE ASPH P" z� O X —lT -IR Q 0 r - cn z Q 0 z w ETW ETW _ 1 2,J X F- � 2' L a 9000000' U 353012' 705088' No. SHEETS C LLJ � 10 12.3/14.1 \ J CO 624 S-u-� h Ct---t- ------ n 09-08-11 ESS 10 X X Q � SOON , -' Exist a o m m r) -CURB z �uj 52143 m LijmI o F--1 F--1 Ln U u O � OR AGENTS SHALL NOT BE RE5100N519L z 0 X R � T L � 9000000' U 353012' 705088' No. SHEETS 08 SBd 10 12.3/14.1 269 624 S-u-� h Ct---t- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE �a e tiq� � SOON AN CHEAH 09-08-11 z �uj 52143 m PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA OR 1 TS OFFICERS Exp. � � C I V I L OR AGENTS SHALL NOT BE RE5100N519L E FOR sT tiP qTF THE ACCURACY OR COMPLETENESS LLQ o PARSONS ~ 3200 EAST GUASTI ROAD J � ~ a SAN BERNARDINO, CA 92410 J > ~ •L (/7 U N V) 0 a_ BORDER EAST REVISED 7/2/2010 -4' Shld 2' 2' Min Const AREA R/W TCE i 1T� i OG,-Illp 1\��LING (TYPE K) SECTION A -A NO SCALE USERNAME=>P0026551 DGN FILE => 846800md030.dgn CURVE DATA 1✓1 DIRT PILES NO. R DELTA T L 21 9000000' 04029'37'' 353012' 705088' THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES X0- 1 L—�: 0- Q��� UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 269 624 S-u-� h Ct---t- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE �a e tiq� � SOON AN CHEAH 09-08-11 z �uj 52143 m PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA OR 1 TS OFFICERS Exp. � � C I V I L OR AGENTS SHALL NOT BE RE5100N519L E FOR sT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL,F��� COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 1 - 3 - - a 4 - 12 o ASPH 0 ,— (12 o CONC a (1 2 ) Ln , a (1 2_� ) — 4 71 5 0 -��3 "I-10" LINES-� w �.> 11 ' w U) -LONC— — — — — �>_ 1 1 ' w _ _ Q t -E x i s t-'-' 2 5: 1 OP TAPER TRAFFIC HANDLING STAGE 3A SCALE: 1"=50' PROJECT NUMBER & PHASE a N - QO O cv N •• 00 wW 00 PLAN a o� 0 o 20 '0 w Q--0 TH-30 a0--� 0800000744 X 0 0 w m cn o > ww Ln cr > w w Q 0 X om w �Q �z U � Lf) aw U o r m o w U w = U 0 SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 w 270 624 o- 09-08-1 1 RCF ESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON a a w 52143 z w THE STATE OF CALIFORNIA OR I TS OFF/CERS Exp. C I V I L 0 = THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� U PARSONS SANBAG U >- 1170 W 3RD STREET z r) SAN BERNARDINO, CA 92410 � Z LL- Q z Q z 0 U z 0 X F— Q 0 IZ cn z Q 0 F - z w F- rra w � o o 0 X X Q O � � Z O m m O o Ln u U �--� X � � U � " o w o J L ~ I > ~ ~ U �L N (/7 V) 0 a_ TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 BORDER EAST REVISED 7/2/2010 E I -- L C30A'(GA) IF Eft-(iYP) -3a � z Temp RAILING X I �_ X (TYPE K) F7 USERNAME=>p0026551 DGN FILE => 846800md031odgn -IT-10 CHANNEL -- 1 0-M —15-0-0'- J X W Wil -5 b I� sL -- -I I I F Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 270 624 S-u-� h Com--- 09-08-1 1 RCF ESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA OR I TS OFF/CERS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� CORES OF /-///S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 ' CONC Ir- – – Ir ILPOOLJI ir ICONC 11 X X /W JI I_ 0 'z — — — — — — — — — -- —— CON, - ---------- - - - - - -- - - - - -- A CONC CONC ------------- - - - - -- ------ ----————————————— — — ---- X X X X o --- - o ASPH G' — (1 2 f) + c� C30A(CA) E W21 -5bL � - 1 C W21-5 E (1 2 ASPH CONC c� W7- 3a (1 2 �) WB Rte 10 — G, $0 , (12') -OK Lij o CONC 6 7 g ASPH cnLli 2 3 "1-1011 LINE 4 725 w _ _.., cn ASPH 720 ® 1 1 ' _ J w 8 - — Li cn ASPH _ — — _ _ — — — — — — _ — �— — _ _SBS � - - - 11 _ _ U _ E -B Fie 10— 0_ _ _ _ coNc_ IVI V V 2 X X X X ASPH i III -1b" LINE WB Rte 10 EB Rte 10 R /W R /W 160 _,_ 105' i ES ETW ETW ETW ETW , _'I 1 V 121- 121- 121-121-121— 1 9 19 _ 1 1 1 1 1 '_ 1 1 1 1 1 '_ 1r7-2 AREA u u u u ----------- ------ I ----------- --- OG � Exist CB �� OG SECTION A -A � Temp RAILING Exist (TYPE K) MBGR NO SCALE THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES JV�I-hCliL IVIV�1IHI14I14LLILLI\J �SPA����TAL 2)) N Q �N o Ln � 0 W w 00 TRAFFIC HANDLING PLAN STAGE 3A z~ zo 0 0 SCALE: 1 I'=50' u 'o w TH-31 a o 0 PROJECT NUMBER & PHASE 4800000744 x 0 0 � w m cn o > w w Ln Er > w w o Q 0 z N Q w Cr w J n o r'r > Q p W mI r w m 0 �z w U � U wLf) w aw = U o U z 0 x F- F- r) - F - r z Q F- I I - LL 0 F - z w F - Q LLJ C � o 0 x X Q O � � z O m m O o Ln u U �--� x � � U I I � " o LLJ o J � ~ J > ~ ~ U �L N (/7 V) 0 a_ TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 L ASI X I of J I I I _II X LQ, I X X J II I� II 0 X I JJ II X cONC I X co Q X_ t� I --j 1/ =========== O — O — — — — — — — — — — — — — — — — - ---------------- - - - - -- CONC ------------------------- - u - - -- _ X - ASPH o I k 2-j- 00 (12') � + (12�) rn 1 0-)(12) _ �'L(l 2' ~ � o 1 �30 CONC 0 X Lu C-- ROUTE x SHEET TOTAL 0 w TOTAL PROJECT _ _ _ — 12 CONC cn _ - - - 12 ' - o' U S-u-� h Com--- w Q o- ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� T 25 SOON T 27B w = PLANS APPROVAL DATE a Q OR AGENTS SHALL NOT BE RESPONSIBLE z w OF SCANNED qTF of CAL,F��� 0 = PARSONS U 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 U � ONTARIO, CALIFORNIA 91761 z o � z LL- Q z a w z 0 U z 0 x F- F- r) - F - r z Q F- I I - LL 0 F - z w F - Q LLJ C � o 0 x X Q O � � z O m m O o Ln u U �--� x � � U I I � " o LLJ o J � ~ J > ~ ~ U �L N (/7 V) 0 a_ TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 L ASI X I of J I I I _II X LQ, I X X J II I� II 0 X I JJ II X cONC I X co Q X_ t� I --j 1/ =========== O — O — — — — — — — — — — — — — — — — - ---------------- - - - - -- CONC ------------------------- - u - - -- _ X - ASPH o I k 2-j- 00 (12') � + (12�) rn 1 0-)(12) _ �'L(l 2' ~ � o 1 �30 CONC 0 X Lu COUNTY ROUTE POST MILES SHEET TOTAL A. 12 w TOTAL PROJECT _ _ _ — 12 CONC cn _ - - - 12 ' - 271 U S-u-� h Com--- ASPH Q ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� T 25 SOON T 27B RA UB -O- ASPH 5 R/W X S X I � —� X (POOL) Dist COUNTY ROUTE POST MILES SHEET TOTAL N TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 271 624 S-u-� h Com--- 09-08-1 1 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH ` 09-08-11 w 52143 PLANS APPROVAL DATE No. CT-' THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TH/S PIAN SHEET w PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 O SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 J j -- — — — —— O- -° - - - - - - - - - - - - - - - - - - - - - - - - - - - - I-70 CHANNEL ------——————— — — — — —— — — — — —— --- —X--- X (1 2� ASPH (1 2 '_) coNc (1 2� ' WB Rte 10 SBD - 10 (12 2 3 —4- _ 0" LINE 9 " 740 ASPH 1 I 1 n (1 2') (12') EB Rte 10 oNc SBD-- 10 12') ASPH L7 i UP RR UP RR DIRTC� SURFACE MbUNTED CHANN_ELLZERS — — — — — SPACED Q02 ( LJ 2)X I 1> THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800md032.dgn IS IN INCHES - UNIT 2232 TRAFFIC HANDLING PLANT J STAGE 3A SCALE: 1"=50' PROJECT NUMBER & PHASE o� z o 0 0 u I 'o w TH-32 <0 --� 0 0800000744 Q N o - cv °° \ N n � 0 W w O O J j TRAFFIC HANDLING PLANT J STAGE 3A SCALE: 1"=50' PROJECT NUMBER & PHASE o� z o 0 0 u I 'o w TH-32 <0 --� 0 0800000744 TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 x 20 CONSTRUCT JOINTED PLAIN CONCRETE PAVEMENT (RAPID STRENGTH CONCRETE) WORK TO BE PERFORMED USING OVERNIGHT RAMP CLOSURES AND MAINLINE LANE CLOSURES IN ACCORDANCE WITH LANE CLOSURE CHARTS, STANDARD PLANS, AND AS DIRECTED BY THE ENGINEER° ALL LANES SHALL BE OPEN TO TRAFFIC AT THE END OF EACH CLOSURE. 0 0 w m cn o > w w Ln > > w w � o Q 0 � m w m �Q 0 �z w U � U �(n w aw = U o U Z O x ~ Q - O cn Z Q LL_ O z w Q W C � o 0 x X Q O � � Z O m m O O Ln U �--� x � � U LLJ o J � ~ Q J > ~ ~ U �L N (/7 V) 0 a_ L J CONC - -R /W ASPH L CONC _ Ell ASPH Dist C-- ROUTE x SHEET TOTAL 0 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 o' 624 S-u-� h Com--- w N 09-08-11 o- ESS 10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH w = PLANS APPROVAL DATE a Q OR AGENTS SHALL NOT BE RESPONSIBLE z w OF SCANNED qTF of CAL 1F o_ _ PARSONS W U 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 U >- ONTARIO, CALIFORNIA 91761 z o � z LL- Q z a w z 0 U Z O x ~ Q - O cn Z Q LL_ O z w Q W C � o 0 x X Q O � � Z O m m O O Ln U �--� x � � U LLJ o J � ~ Q J > ~ ~ U �L N (/7 V) 0 a_ L J CONC - -R /W ASPH L CONC _ Ell ASPH Dist COUNTY ROUTE POST MILES SHEET TOTAL N TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 272 624 S-u-� h Com--- \ N 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. CT-' THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR JT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL 1F COPIES OF TH/S PIAN SHEET 0 PARSONS W SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 O O 7 l0i 1 600 CO C3 0 4 9 To .•R1 SINE ASP 9 — — C — — — — — — ® _ — �0 _ _ — ® - — — —WB Rte ® — — A LINE - - - - - - CO 0 - - SBD - 10 — — — — — — — — — — — ASPH n--o—� 0— r. _ — THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800md033odgn IS IN INCHES UNIT 2232 D n .9 = P- W Ln W W = Z cn W J W U Q TRAFFIC HANDLING PLANT J STAGE 313 SCALE: 1"=50' PROJECT NUMBER & PHASE o� z o o O �:O w �o TH-33 < 0 --� O 0800000744 a N o � cv \ N n � 0 W w O O J j TRAFFIC HANDLING PLANT J STAGE 313 SCALE: 1"=50' PROJECT NUMBER & PHASE o� z o o O �:O w �o TH-33 < 0 --� O 0800000744 x 0 0 w m cn o > w w Ln Er > w w � o Q 0 o r w m �Qo �z w U , U Lf) w aw = U o U Z O x F - ::r F- r)— C:) r cn z Q F— I I — II O F— z w F— Q W c � � o 0 x X Q O � � Z O m m O O Ln u U �--� x � � U LLJ o J � ~ J > ~ ~ a •— c c/7 U L N V) 0 a_ X— THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800md034.dgn IS IN INCHES UNIT 2232 Ln O W Q I o = z0� Ln -J + �w U O W Q � 0 W cn E CLOSURES TED BY CLOSURE. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 273 624 S-u-� h Com--- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. sT CIVIL CAL tiP ATF OF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 TRAFFIC HANDLING STAGE 313 SCALE: 1"=50' PROJECT NUMBER & PHASE a N o O N o0 � m � 0 W w 00 PLAN a o� zO o Q �:O w TH-34 a 0 O 0800000744 C-- x 0 o' w o- w = a a z w O = U U >- z r) � Z LL- Q Z Q w Z O U Z O x F - ::r F- r)— C:) r cn z Q F— I I — II O F— z w F— Q W c � � o 0 x X Q O � � Z O m m O O Ln u U �--� x � � U LLJ o J � ~ J > ~ ~ a •— c c/7 U L N V) 0 a_ X— THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800md034.dgn IS IN INCHES UNIT 2232 Ln O W Q I o = z0� Ln -J + �w U O W Q � 0 W cn E CLOSURES TED BY CLOSURE. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 273 624 S-u-� h Com--- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. sT CIVIL CAL tiP ATF OF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 TRAFFIC HANDLING STAGE 313 SCALE: 1"=50' PROJECT NUMBER & PHASE a N o O N o0 � m � 0 W w 00 PLAN a o� zO o Q �:O w TH-34 a 0 O 0800000744 x TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 20 CONSTRUCT JOINTED PLAIN CONCRETE PAVEMENT (RAPID STRENGTH CONCRETE) WORK TO BE PERFORMED USING OVERNIGHT RAMP CLOSURES AND MAINLINE LANE CLOSURES IN ACCORDANCE WITH LANE CLOSURE CHARTS, STANDARD PLANS, AND AS DIRECTED BY THE ENGINEER° ALL LANES SHALL BE OPEN TO TRAFFIC AT THE END OF EACH CLOSURE. 0 � w m Un C-) > w w Lcr > w w � Q 0 z o ROUTE Q SHEET TOTAL r Lu w "' - - - - - - - X05 - - - - w m _- =w — - J zw O 10 z -- W 1 Y QLL] o U > o U Q I0 � SOON I I�zl� El R /WJ TCE X � CONC ASPH L J I >I X� — Q lu[ J} Iz 0 0 o -77 IU C:)Lu II �'p II � L— t IX L— Q x r — J R /W J x CONC 6- - - - 7- - - - - -9 - - 710- - - — 2 — — — — _ — — ® ® ® ®ASPH - - - 7-05-- "�"-L INE- 6 -7SBD -10 — —— — — — — — — CQNC — — — — — — — WB Rte 10 o ROUTE - 2- - - _ - _ = SID --10 SHEET TOTAL r Lu w "' - - - - - - - X05 - - - - w m _- =w — - 08 zw O 10 z -- W 1 274 QLL] o w V 2 �z w U REGISTERED CIVIL ENGINEER DATE e tiq� <a � SOON AN CHEAH 09-08-11w 52143 w� w O - OR AGENTS SHALL NOT BE RESPONSIBLE aw = OF SCANNED qTF of cA�,Fo�� COPIES OF /-///S PIAN SHEET Uo U O 0 SANBAG 3200 EAST GUASTI ROAD O SUITE 200 SAN BERNARDINO, CA 92410 Ln — M + x 0 n I O = > I I�zl� El R /WJ TCE X � CONC ASPH L J I >I X� — Q lu[ J} Iz 0 0 o -77 IU C:)Lu II �'p II � L— t IX L— Q x r — J R /W J x CONC 6- - - - 7- - - - - -9 - - 710- - - — 2 — — — — _ — — ® ® ® ®ASPH - - - 7-05-- "�"-L INE- 6 -7SBD -10 — —— — — — — — — CQNC — — — — — — — WB Rte 10 � z � LL- Q Q z Q w z O U ASPH cU�EB-- Rf-e 1-0 — L M E - 7 - r , - I 11/JL1�I_IzL/i—I/ 111 Z' O - x F— R Q r cn z Q O z w F— Q W c � � o 0 x X Q O Z O m m O O Zn u U �--� x � � U II z °' w o J Q ~ J> c ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800md035.dgn iXI x Dist m ROUTE - 2- - - _ - _ = SID --10 SHEET TOTAL Lu w "' - - - - - - - X05 - - - - a No. _- =w — - 08 zw O 10 z -- W 1 274 � U w V 2 z U � z � LL- Q Q z Q w z O U ASPH cU�EB-- Rf-e 1-0 — L M E - 7 - r , - I 11/JL1�I_IzL/i—I/ 111 Z' O - x F— R Q r cn z Q O z w F— Q W c � � o 0 x X Q O Z O m m O O Zn u U �--� x � � U II z °' w o J Q ~ J> c ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800md035.dgn iXI x Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 274 624 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq� <a � SOON AN CHEAH 09-08-11w 52143 PLANS APPROVAL DATE No. 7-1 � z THE S TA TF OF CAL IFORNIA OR ITS OFF/CEPS E x p. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR JT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF /-///S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 r� I�I I II II II I I I II II II L Il II 1 - -2 - - - 3 - ASPH 710 1 �2 " I -10" L ISI E A 1 ` � 1✓1 DIRT PILES THIS THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES � � � CONC - _4 N z 0 U I - 0 CHANNEL �LONC — 1 2 -T -/L J/ IS �� 1� jJ.—,I' 111 '—I1L �� n JCC IVV I C L UNIT 2232 a N o cv cv O � 0 W w O O TRAFFIC HANDLING PLAN �> STAGE 313 �~ z o o O SCALE: 1 "=50' PROJECT NUMBER & PHASE wO T H 35 < 0 O TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 x 0 0 w m cn o > w w Ln > > w w � o Q 0 r w m �Qo �z w U , U Lf) w aw = U o U x 0 o' w o- w = a a z w 0 _ U U >- z o � z LL- a z Q w z 0 U z 0 x F— ::r F- r z Q F— I 0 F— z w F— a W c � � o 0 x X Q O � � z O m m O �' o Ln u U �--� x � � U w o J L ~ J > c ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 ASPH ASPH �I _ _ _ _ _ _ — — — — — — ONC - ------------- – – – – – – – – ---C – – – – – – – – – – � II-- - - - - - - -- - - - -- I II R/W--------- X 1-10 CHANNEL USERNAME=>p0026551 DGN FILE => 846800md036.dgn 670 R /W CONC WB Rte 10 "I771/VpLLINE CONC EB Rte 10 ASPH THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES X Dist COUNTY 12' ASPH � - - - - - a SHEET TOTAL --12, – _ _ – CONC G- -1 2 _ SBD = 10 – – – -- — 12 SHEETS 665 SBd 10 ASPH 275 624 -(12/)— SBD - 10 CONC 1 2/) ASPH - REGISTERED CIVIL ENGINEER DATE e tiq� USERNAME=>p0026551 DGN FILE => 846800md036.dgn 670 R /W CONC WB Rte 10 "I771/VpLLINE CONC EB Rte 10 ASPH THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES X Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 275 624 S-u-� h Com--- —09-08-11 �FESS� R 0 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TF OF CAL IFORNIA OR I TS OFF/CFRS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF TH/S RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 11 __ zoa X X Temp STRIPING (Det 27B) x= Temp STRIPING (Det 36B) I - a 12 ASPH 0 - --12 o a- - 12� L _rn SBD_- 10 _– CONC 12 r-- 12 12 AT PH o 4 675 6+w n Ac,PH W LJ W cn LJ z _12' Jw 12' w CON _ SB_D – – – – _ Ln - - 12 ASPI1 2/ Q 1500 W21-5 W21 - 5bR ( 11 000 FT -)- 01 T) UNIT 2232 01 F F N Q o � cv O � 0 W w 00 TRAFFIC HANDLING PLANLij STAGE 4 �~ zo 0 0 SCALE: 1 "=50' PROJECT NUMBER & PHASE w o TH-36 <0 --� 0 4800000744 x 0 0 0 w m cn o > w w > w w � o a 0 � m w m Q� o 17- :D z:D Ju� w aw = U 0 U 0 o' w n D cn a a z w o _ U U >- z o � z LL- a z Q J z 0 C-) TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 L J ASPH L - - - r CONC _ 1,2' -Lt "A" +72.40 CONC _ MATCH -FI �L STRIPING _ F X R/W FROM PREVIOUS STAGE Dist COUNTY ROUTE POST MILES SHEET TOTAL Q0 M Ln + TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 276 624 S-u-�h Cx---t- u) 12' 09-08-11 oFESS� otiq` REGISTERED CIVIL ENGINEER DATE �a eR SOON � p ANN CHEAH 09-08-11 w 52143 m PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR I TS OFFICERS Exp. Q, CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED of cA� COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 O � O i (.n W W U7 Z _ w 1 � 1,1 - � W --- a a o12 �n TCE _ a HA N/VEL I-10 s - 7 6 E Temp RAILING J (TYPE K) 685 E CHANNELIZER�)/ 09(1 "R2 - - g T r27Rg U) w I-10 LIP z W J W = cn U 12- a 12' _ C:) :2 r12 n - x Q r12 O cn Z Q D' Li O Z W a w c � CD i n LL X Q O o Z 0 m m r� o I I O Lc) U U x � � U w o J > c ~ U �L N (/7 V) 0 a_ CONC ASPH 6.80 P - T 13 Mod AS a - - . - - ® - _ 11, "pollLINEOL -t--e 12 ASPH 12' 4® 12 ® 11 = - - - -� - - - coNc -L� - -- -- -- _- - -_ - - - - - - - 6�0 1 2 1 2'sBD - i u = =L� 1 1 - _- -- -- -_ - - SPH 2 T� _ - - - _ _ __ — - 12'� W7 -3a (1 MILE) BLACK ON ORANGE THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME => P0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800mdO37.dgn IS IN INCHES Beg Temp STRIPING UNIT 2232 Beg Temp RAILING (TYPE K) T 25A SURFACE MOUNTED CHANNELIZERS SPACED @, 25' (TOTAL 16) 0 0 Ln + rn � Qo = w cn w w = z c' J LJ W _ cn U - I— _ Q O O Q 0 12' Q0 M Ln + oN �- 12' - F- �0 1 2' - - - - - F- 0 12' - - - - - w u) 12' U) w I-10 LIP z W J W = cn U 12- a 12' _ C:) :2 r12 n - x Q r12 O cn Z Q D' Li O Z W a w c � CD i n LL X Q O o Z 0 m m r� o I I O Lc) U U x � � U w o J > c ~ U �L N (/7 V) 0 a_ CONC ASPH 6.80 P - T 13 Mod AS a - - . - - ® - _ 11, "pollLINEOL -t--e 12 ASPH 12' 4® 12 ® 11 = - - - -� - - - coNc -L� - -- -- -- _- - -_ - - - - - - - 6�0 1 2 1 2'sBD - i u = =L� 1 1 - _- -- -- -_ - - SPH 2 T� _ - - - _ _ __ — - 12'� W7 -3a (1 MILE) BLACK ON ORANGE THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME => P0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800mdO37.dgn IS IN INCHES Beg Temp STRIPING UNIT 2232 Beg Temp RAILING (TYPE K) T 25A SURFACE MOUNTED CHANNELIZERS SPACED @, 25' (TOTAL 16) 0 0 Ln + rn � Qo = w cn w w = z c' J LJ W _ cn U - I— _ Q TRAFFIC HANDLING PLAN,--wI STAGE 4 SCALE: 1"=50' PROJECT NUMBER & PHASE o� Z O 0 O V 'O w TH-37 <0 O 0800000744 Q N oN N o0 � p W LLI 00 J TRAFFIC HANDLING PLAN,--wI STAGE 4 SCALE: 1"=50' PROJECT NUMBER & PHASE o� Z O 0 O V 'O w TH-37 <0 O 0800000744 x x om w �-- Q� -J J Vn aw UD r m o w W = U � 0 SHEET TOTAL > No. SHEETS 08 SBd 10 w 277 624 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE �a e tiq� � SOON ANN CHEAH 09-08-11 a Q No. CT-' z w E FOR sT tiP qTF 0 _ COPIES OF THIS RL AN SHEET, U SANBAG 3200 EAST GUASTI ROAD U � z o z Q z a z 0 U 7 L ' - CONC _ _I ' CONC a 3 — — q 11SlisLQNEER AVE5 L— X X O i� z x Q o x cn z Q o X z w � X Q W o CO n . . X X Q O m m r) - c; F ---I F ---I O X � � U z w °' o n L ~ Q J > ~ a •— c c c./7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 TCE 01 SEE SHEET TH-39 „I MATCH LINE STA 23+50.00 � x1 N— I,N N N II II „A � I •-+ I� �I� � x X 77 1 2dI(Ty ) 1 1 (Typ) X it T 27B I I I T 8 I — — I T 38A � �I 4 �4 T<�PH T 25A I I � , , SUFd�kO�]i�TED �ICHANN LIZEI S WTE III ITH@SC11(`�A(TO� (TOTAAL )ASPH I� 3) I� 4'' WHITES J 1 � Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 277 624 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE �a e tiq� � SOON ANN CHEAH 09-08-11 w 52143 m PLANS APPROVAL DATE No. CT-' THE STATE OF CAL IFOR/VIA OR 1 TS OFFICERS �x Exp. CIVIL OR AGENTS SHAL L NOT BE RESPONSIBL E FOR sT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL,F��� COPIES OF THIS RL AN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 CONC Ix I ! xl Ix C E I n /I �\ ASPH I R/W I 12'' WHITEr — SLOVER Ave _ _ _ _ _ _ 12' CHANNELIZER (Typ) E R/W X X TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 20 CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, TURNING MOVEMENTS AND SIGNAL HEAD X ADJUSTMENTS. THIS COULD INVOLVE INSTALLATION OF A TEMPORARY SIGNAL DURING CONSTRUCTION° TRAFFIC x SIGNAL SHALL INCLUDE VIDEO DETECTION° USERNAME=>P0026551 DGN FILE => 846800mdO38.dgn – – – x x 12 — --� — -- _= -- – –– _= ---- 12'— 12 2 �1 12' 2 '` 3 6 7 a 0 �. N � 12' _20' _— ---- 7T� X�"i/ h r►' �� \� W / ASPH X II I I I i� LONG CONCH II � I I II I I cc I I IL 1-1 LI CONC — TCE R/W 17' iIFILETW ETW J I--- I 0 1 2' 1 2' 1 2' -12'- 1 2' L xX o X ASPH H I - U)1-7 s JL----- Q o ?' U r— T I I R /W /� I I �I l I I X Q III R W— I� � OG J X u I III II I � 'I III � III I I I I � I I III II I z I I II NNM nNNI IIi y I ASPH i X - ''C'' LINE Var THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 (TYPE X—X- R/W TCE Var _IVar ETW ETW A2-8 Mod) '—SURFACE MOUNTED CHANNELIZER (Typ) SECTION A -A NO SCALE R' N M O M N 0 0 W W O 0 -J J TRAFFIC HANDLING PLAN �> STAGE 4 <~ z o 0 0 SCALE: 1 "=50' PROJECT NUMBER & PHASE w o TH-38 <0 0 x 0 mI \ w m aw o 17- w z�Z (� U w cn w aw = UD U z O x Q 0 z Q 0 Z w Q W o \ m n LL X Q O o 0 m m rlr- x � � U I I z o J > c ~ U �L N (/7 V) 0 a_ . — / I I I I . — --. Temp RAILING ( TYPE K) • I T 27B SURFACE MOUNTED CHANNELIZERS SPACED @, 25' (TOTAL 8) TYPE III BARRICADE WITH SC1 1 (CA) (TOTAL 1 ) SEE SHEET TH-40 MATCH LINE Sta 33+00.00 TCE —/'I IX I 50' Lt ''C'' +00 I END BAY TAPER 26' Lt "C" +32 I, T 27B I T 25A 62' Lt 11C11 +74 II UGH UH I I HI LI\ MATCHLINE Sta 23+5g o00 SEE SHEET TH 3 / 1 1 11. -.II . -- Iln II 1 n A R3 -7R rl r% rl r1 r1 -7 1 I I 11X11 , r-- /�' — i v L J 1 ✓ V .. J 1 6' Rt "C" +90 eg BAY TAPER iWl 1-4L 3-1 (30) BLACKIN ORANGE 1 11 — 11 w - OG T 25A SURFACE MOUNTED CHANNELIZERS SPACED -(A -2 -5 -'(TOTAL 85 ) T <�:D r / I a I I S I I .-7 w LJ v y V r% 1 ,1/r % I L I \ DIRT "A" LINE WB Rte 10 ETW DIRT IIBII LINE Dist COUNTY ROUTE 08 SBd 10 POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 1203/1401 278 624 09-08-11 QROFESS roti REGISTERED CIVIL ENGINEER DATE �a q� SOON ANN CHEAH 09-08-11 w No. 52143 m PLANS APPROVAL DATE THE S TA TE OF CAL IFORNIA OR I TS OFFICERS Exp. OR AGENTS SHAL L NOT BE RESIDONSIBL E FOR sT C I V I L tiP THE ACCURACY OR COMPLETENESS OF SCANNED ATF of CAL COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 CURVE DATA NO. L� DELTA x L 31 550.00' 0 76.41 ' 151 .84' cn 550.00' 160 54'17'' 81 .73' 162.27 / N .. W n D Q a z w o _ ww U F� U z o 7 z Q Z Q z 0 U z O x Q 0 z Q 0 Z w Q W o \ m n LL X Q O o 0 m m rlr- x � � U I I z o J > c ~ U �L N (/7 V) 0 a_ . — / I I I I . — --. Temp RAILING ( TYPE K) • I T 27B SURFACE MOUNTED CHANNELIZERS SPACED @, 25' (TOTAL 8) TYPE III BARRICADE WITH SC1 1 (CA) (TOTAL 1 ) SEE SHEET TH-40 MATCH LINE Sta 33+00.00 TCE —/'I IX I 50' Lt ''C'' +00 I END BAY TAPER 26' Lt "C" +32 I, T 27B I T 25A 62' Lt 11C11 +74 II UGH UH I I HI LI\ MATCHLINE Sta 23+5g o00 SEE SHEET TH 3 / 1 1 11. -.II . -- Iln II 1 n A R3 -7R rl r% rl r1 r1 -7 1 I I 11X11 , r-- /�' — i v L J 1 ✓ V .. J 1 6' Rt "C" +90 eg BAY TAPER iWl 1-4L 3-1 (30) BLACKIN ORANGE 1 11 — 11 w - OG T 25A SURFACE MOUNTED CHANNELIZERS SPACED -(A -2 -5 -'(TOTAL 85 ) T <�:D r / I a I I S I I .-7 w LJ v y V r% 1 ,1/r % I L I \ DIRT "A" LINE WB Rte 10 ETW DIRT IIBII LINE Dist COUNTY ROUTE 08 SBd 10 POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 1203/1401 278 624 09-08-11 QROFESS roti REGISTERED CIVIL ENGINEER DATE �a q� SOON ANN CHEAH 09-08-11 w No. 52143 m PLANS APPROVAL DATE THE S TA TE OF CAL IFORNIA OR I TS OFFICERS Exp. OR AGENTS SHAL L NOT BE RESIDONSIBL E FOR sT C I V I L tiP THE ACCURACY OR COMPLETENESS OF SCANNED ATF of CAL COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 CURVE DATA NO. R DELTA T L 31 550.00' 15049'06'' 76.41 ' 151 .84' 32 550.00' 160 54'17'' 81 .73' 162.27 / TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE STAGE 1, SHEET TH-10 2. CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. THIS COULD INVOLVE INSTALLATION OF A TEMPORARY SIGNAL DURING CONSTRUCTION. TRAFFIC SIGNAL SHALL INCLUDE VIDEO DETECTION. ''R5'' LINE R/W EB Rte 10 ETW ETW I ETW ES CB (TYPE 60C) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800mdO39.dgn IS IN INCHES Temp RAILING ( TYPE K) 1,MMIIRTUT C%In^mr1A\1 A A UNIT 2232 IVV JI.HLC Temp RAILING ( TYPE K) 2' Shld OG TRAFFIC HANDLING PLAN,--wI STAGE 4 SCALE: 1"=50' PROJECT NUMBER & PHASE o� Z0 0 0 Ll I '0 w TH-39 <0 0 0800000744 a N O � N .. � p ww F� F- 00 J J TRAFFIC HANDLING PLAN,--wI STAGE 4 SCALE: 1"=50' PROJECT NUMBER & PHASE o� Z0 0 0 Ll I '0 w TH-39 <0 0 0800000744 x XU NC 7 ASPH r- MAINTAIN Temp STRIPING FROM PREVIOUS STAGE VI z of V x om w Q� �z U— —__1 Ln __1 aw U o r m o w w = U ,SPH o Q J > F_U > �L (/7 o' N w V) 0 a_ o- w = a a z w o _ U U z o � z w a o -, z Q o � r z , o = U � a — A- -o z � C:) -- x Q F w J z � R/W 0 i �X MAINTAIN Temp STRIPING FROM PREVIOUS STAGE A I X X I Xf— `�J I I I I I i 4 SEE SHEET TH-41 MATCH LINE Sta 40+00°00 I bb44 � I, I I z I I I I I Sol I ASPH E R5-1 , R5-1 a R6-1 L, R6-1 R Temp CRASH CUSHION ARRAY 11TS1 1 " TCE R/W 20' "C" LINE 6805 69' ETW ETW 1' 11' 11' 11' 11' 2,� 2' 9 OG�CURB � Temp RAILING (TYPE A2-8) STYPE K) =E> R61-1 9 (ca) R/W 12' 121 ® o 44' Lt "R4" +20 Beg Temp RAILING (TYPE K) �o ED R5-1 9 R5-1 a R6 -1L, R6-1 R I I E 03-1 II ASPH WASH NGTON DR I I it - Ln II X � I I II oE. 0 I HANNELIZER (Typ) o) UB \ SURFACE MOUNTED CHANI�EtIZS ® SPACED 25' (TOTAL 2) MATCH LINE Sta 33+00.00 _ SEE SHEET TH-39 F_ I 0 z TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 Q 20 CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL o SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATIONS TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. \ m THIS COULD INVOLVE INSTALLATION OF A TEMPORARY X X Q SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL z INCLUDE VIDEO DETECTION. O m m O O �' 3. CONSTRUCT WB RAMP TERMINI AS FINAL WORK ELEMENT OF x Q THE STAGE. WORK TO BE PERFORMED USING OVERNIGHT RAMP ^ U CLOSURES IN ACCORDANCE WITH LANE CLOSURE CHARTS, STANDARD o o PLANS, AND AS DIRECTED BY THE ENGINEER° ALL LANES Z w o SHALL BE OPEN TO TRAFFIC AT THE END OF EACH CLOSURE. n L~ Ld ~ Q J > F_U �L (/7 N V) 0 a_ BORDER EAST REVISED 7/2/2010 A -SEE NOTE 3 w a v 2 STAGE 4 CONSTRUCTION DETAIL Const AREA SECTION A -A NO SCALE ASPH (CA) J X E CHA p) I �ROM AINTAIN Temp STRIPING PREVIOUS STAGE ICITY OF FONTANA R/W (PERMANENT UTILITY EA 9 R/W CyANNEL Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 279 624 R/W Ease 10'�"'� 09-08-11 FESS REGISTERED CIVIL ENGINEER DATE �a eR° �otiq` � SOON ANN CHEAH 09-08-11 w No. 52143 PLANS APPROVAL DATE � THE S TA TF OF CAL IFORNIA OR I TS OFF/CER, �x Exp. OR AGENTS SHALL NOT BF RESPONSIBLE FOR sT C I V I L tiP THE ACCURACY OR COMPLETENESS OF SCANNED ATF OF CAL,F��� CORIES OF TH/S RL AN SHEET PARSONS G 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 1-� Q N o N 00 Ww O O TRAFFIC HANDLING PLANLij�- > STAGE 4 z 0 o 0 0 SCALE: 1 "=50' THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. USERNAME _> poo26551 RELATIVE BORDER SCALE o � 2 3 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE _> 846800md040odgn IS IN INCHES I I I I I I I LL] o TH-40 a 0 0 x 0 0 U m o > III w u') 2� �W w� Q 0 I Li x I Irl 11 ASPH ASPH I I 11 o — ------——— — — — — —— X O -L I I I ASPH QI a l I I III I 1 1 1 I L SII ASPS \ II L �i ICADE (Typ) E x x x x x �— = \� x — , R/W — --- -- — -- '---_ —— -------- —J— __ — I VALLEY BLVD a ASPH uB SURFACE MOUNTED CHANNELIZERS SPACED @ 25 (TOTAL 18) 14 4 I <J I 1 a� — — 40 — ASPH 1 — — — 2 — — — 3 -- _ 4��� — — LINE_45 � 6 _ - A A> VALLEY Blvd > o —� Q • \ / \ / I I I � m r w m X a� o = =1 �z J Vn W UD U x 0 > � ROUTE POST MILES � X w TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 � " o �`� h C�� a a RCFESS10 z w SOON 0 _ w o U � No. ~ OR AGENTS SHALL NOT BE RE5RON5IBL E FOR sT tiP qTF U Q COPIES OF THIS RL AN SHEET, Z r) ~ � Z �L LL- Q U N z V) 0 a_ Q z 0 U z 0 x F - ::r F— r z a R/W 0 L.Li ETW ETW 1 11' 11' 11' 11' 2,� �9 �, 1 .5/ C � J AREA �n I-- -/77--/-' ` X X Q ° - --- - - - -- ��� z OG� SURFACE MOUNTED 0 oCURB CHANNELIZER u u MCI (TYPE A2-8 Mod) �ONC� CONC 1 ASPH IV �, CONC R9-1 O� I �I 1 o I I I ASPH I I CONC R/W ° MAINTAIN Temp —ST R FROM PREVIOUS S E� CHANNELIZER (Typ) < E—\/— "C" LINE R/W Ease 68.5/ 6 9' 1 0' Const x � ROUTE POST MILES � U TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 � " o �`� h C�� 09-08-11 RCFESS10 REGISTERED CIVIL ENGINEER DATE SOON z w o PLANS APPROVAL DATE � No. ~ OR AGENTS SHALL NOT BE RE5RON5IBL E FOR sT tiP qTF J L ~ Q COPIES OF THIS RL AN SHEET, I > ~ SANBAG 3200 EAST GUASTI ROAD �L (/7 SUITE 200 ONTARIO, CALIFORNIA 91761 U N V) 0 a_ BORDER EAST REVISED 7/2/2010 SECTION A —A NO SCALE USERNAME=>P0026551 DGN FILE => 846800md041.dgn A X— X- - — — F— :� Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 280 624 �`� h C�� 09-08-11 RCFESS10 REGISTERED CIVIL ENGINEER DATE SOON ANN CHEAH 09-08-11 z 52143 m PLANS APPROVAL DATE � No. THE STATE OF CALIFORNIA OR I TS OFFICERS �x Exp. CIVIL OR AGENTS SHALL NOT BE RE5RON5IBL E FOR sT tiP qTF THE ACCURACY OR C01VRLZ-7Z-NE55 OF SCANNED OF CAL,F��� COPIES OF THIS RL AN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 1� R /W —x X- x xI - —_---- L r-- J -----_---_----- 8 a- _9 5 VALL Y BLVD 2— 3 4 43 ASPH — — — — — — — — — — — — L— — — — — — — — — — — — — -- — — — — — — — — — — — — O 9-9 R9-1-1- R/W (SE NOTE 34 I x 0 X U = O cl- X X X x jx X Ix �UB I I oo 00 �( I 00 R/W 13/ Lt "C'' +40 of -,--------END Temp � OG TCE I. . I.oo MATCH LINE Sta 40+00°00 SEE SHEET TH-40 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES ASPH TYPE Kj Q X UNIT 2232 TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 20 CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. THIS COULD INVOLVE INSTALLATION OF A TEMPORARY SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL INCLUDE VIDEO DETECTION° 4. INSTALL SIGN AT SOUTHEAST QUADRANT OF THE VALLEY Blvd/REDWOOD Ave INTERSECTION Q N 6) O M N ° \ N N 00 wW 00 -j -j JJ TRAFFIC HANDLING PLAN STAGE 4 z~ 0 20 SCALE: 1 "=50' PROJECT NUMBER & PHASE w o TH-41 a o 0 4800000744 x 0 0 m U o > w w u') > > w w � rr Q 0 om r w m Q� o -J z W J un W aw = U 0 U TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 z 1 0 x F Q — F- r) z Q F- 11 0 F - z w F— a w c � CO n X X Q o 3: Z o m m rlr- o F --I F --I O lf) U u Fy x � � U E " � w o J L ~ J > ~ ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 X „R4� L I- - NE USERNAME=>P0026551 DGN FILE => 846800md042.dgn -705 — I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 281 624 S-u-� h Cx---t- 09-08-1 1 ROFESS10 REGISTERED CIVIL ENGINEER DATE �a e tiq� SOON ANN CHEAH 09-08-11 0 z M PLANS APPROVAL DATE No. 521 43 � � THE STATE OF CALIFORNIA OR I TS OFFICERS Exp. OR AGENTS SHALL NOT BE 1?E5100N5I9L E FOR sT C I V I L tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1 1 70 W 3RD STREET IX SUITE 200 \ X X ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 I X Q Iu[S�- JX 77 o I I w II J X ElX ❑I I-- ---- - -X Q ISI X "A" LINE WB Rte 10 ES ETW ETW _ 14'- 1 1 '_, 1 1 '_, 1 1 '_, 1 1 '_ _ Var EB Rte 10 ETW , ETW 1 11' 11' 11' '11'I OG� CB (TYPE 60C) - -------- ----------- Temp RAILING (TYPE K) SECTION A -A DIRT 2' 2' Min Const w� Temp RAILING ( TYPE K) NO SCALE THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES i — — X12 i ETW ETW X 12' 2' Min Q✓ Q OG m� CB ( TYPE 60 ) O UNIT 2232 a C-- x a 4 — 0 0 121 o - (12�) o w Ln WB Rte 10 02+ ' a a z w O = U 4 715 0 U >- z r) w � Z LL- Q w Z Q z_ — — — w w cn Z U O U TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 z 1 0 x F Q — F- r) z Q F- 11 0 F - z w F— a w c � CO n X X Q o 3: Z o m m rlr- o F --I F --I O lf) U u Fy x � � U E " � w o J L ~ J > ~ ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 X „R4� L I- - NE USERNAME=>P0026551 DGN FILE => 846800md042.dgn -705 — I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 281 624 S-u-� h Cx---t- 09-08-1 1 ROFESS10 REGISTERED CIVIL ENGINEER DATE �a e tiq� SOON ANN CHEAH 09-08-11 0 z M PLANS APPROVAL DATE No. 521 43 � � THE STATE OF CALIFORNIA OR I TS OFFICERS Exp. OR AGENTS SHALL NOT BE 1?E5100N5I9L E FOR sT C I V I L tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1 1 70 W 3RD STREET IX SUITE 200 \ X X ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 I X Q Iu[S�- JX 77 o I I w II J X ElX ❑I I-- ---- - -X Q ISI X "A" LINE WB Rte 10 ES ETW ETW _ 14'- 1 1 '_, 1 1 '_, 1 1 '_, 1 1 '_ _ Var EB Rte 10 ETW , ETW 1 11' 11' 11' '11'I OG� CB (TYPE 60C) - -------- ----------- Temp RAILING (TYPE K) SECTION A -A DIRT 2' 2' Min Const w� Temp RAILING ( TYPE K) NO SCALE THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES i — — X12 i ETW ETW X 12' 2' Min Q✓ Q OG m� CB ( TYPE 60 ) O UNIT 2232 a 12' a 4 — — 0 121 o - (12�) o Ln WB Rte 10 02+ ' (12) p W W 4 715 0 00 + c w w w = `n z_ — — — w w cn U Q � ASP T 25A TRAFFIC HANDLING PLANT J STAGE 4 SCALE: 1"=50' PROJECT NUMBER & PHASE Q� o� o 0 NO 'O w TH-42 <0 --� O 0800000744 Q N 0 0 N� C p W W 00 J TRAFFIC HANDLING PLANT J STAGE 4 SCALE: 1"=50' PROJECT NUMBER & PHASE Q� o� o 0 NO 'O w TH-42 <0 --� O 0800000744 x 0 w m cn o > w w Ln cr > w L-1 o Q 0 TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 C. � I VNI 0 X R /W i X— --------- T X -------�---------------------- CONL CONC --———————————------ J VA CONC I II �I Lx+------� X X Dist � ROUTE x SHEET TOTAL 0 TOTAL PROJECT No. SHEETS 08 > 10 12.3/14.1 o' 624 w 09-08-11 o - �FESS� R 0 REGISTERED CIVIL ENGINEER DATE e tiq� �a Ln ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE a Q OR AGENTS SHALL NOT BE RESPONSIBLE z w OF SCANNED qTF of �AL,F��� 0 _ PARSONS U 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 U >- ONTARIO, CALIFORNIA 91761 z r-') � Z Q z Q z 0 U TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 C. � I VNI 0 X R /W i X— --------- T X -------�---------------------- CONL CONC --———————————------ J VA CONC I II �I Lx+------� X X Dist COUNTY ROUTE POST MILES SHEET TOTAL N TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 282 624 09-08-11 �FESS� R 0 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS E x p. CI V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of �AL,F��� COPIES OF TB/S PIAN SHEET w PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 O SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 �i I'i JI I ' CONC �r— — — Ir I�POOLJI ❑ IL L pal —————————— — — — — —— I-70 CHANNEL -- — — — — — — — — — — — — ——— —— 0 o- — — — — — CV Ln + Ln � w (1 2 ' ) _�2�)10 cnz (12) w J (12') w cn = U 12 6 CONC---------------- X -- — — — — — — — --------X — X X X o -- — — -- — — — —— � � - (12� _ o ASPH (1 2 f) Ln + d a SBL — 1 0 (1 2 rn ASPH _-, CONC ( 1 2 �) a WB Rte 10 (12') Li o � CONC 6 7 8 ASPH cn Lij ASPH ASPH 3 4 7 2 z cn 720 2 "I-10" LINE L� — — —12' Jw 1 2' _ — — — — — — — — — — — — — — SBD - 10 — — — — — — — u NC _ _ _ _ _ _ 12' 12 — — — — — C� — — — — _ _ — — — — — — — — — — — — 121 a -EB—Rt-e 1-0 12' — — — — — — — — — — — 12 — 1 2, ASPH X12'— ,BD 12 1 2' ASPH z ' O x Q 0 r cn z Q F— I O F— z w F— Q W c � � o 0 x X Q O Z O m m O O Ln u U �--� x � � U � " o z w °' o Q ~ J ~ - c a •— c c./7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 R/W END Temp STRIPI�c Beg FINAL STRI ING USERNAME=>p0026551 DGN FILE => 846800md043odgn X X X X - -DPH THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES � � � UNIT 2232 TRAFFIC HANDLING PLANT J STAGE 4 SCALE: 1"=50' PROJECT NUMBER & PHASE a o� z o 0 0 'o w TH-43 <0 0 0800000744 Q N o cv cv � m � 0 W w O O TRAFFIC HANDLING PLANT J STAGE 4 SCALE: 1"=50' PROJECT NUMBER & PHASE a o� z o 0 0 'o w TH-43 <0 0 0800000744 x 0 0 w m cn o > w w Ln cr > w w o Q 0 mI r w m 0 �z w U � U L„ w aw = U o U z 0 x a 0 z Q 0 z w a W c � � o 0 x X Q O Z O m m O o Ln u U �--� x � � U I I � " o w o J L ~ J > c ~ U �L N (/7 V) 0 a_ TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 L ASI X I of J I I I _II X LE, I X X J II I� II O X I JJ IIzi CONC I X O Q X_ t� I I/ �I O — — — O— — — — — — — — — — — — — — - ---------------- - - - - -- CONC ----------------------------- -------------------u---- _ X - ASPH o 1 k 2�-L 00 (12') � + (12) Ic\j ( 2') _ � 0 (12, ~ 730 C-- ROUTE x w TOTAL 0 w TOTAL PROJECT = SHEETS 08 w � 12.3/14.1 283 z - S-u-� h Com--- w L ij —I — o- ROFESS10 U) = - �a U SOON ANN CHEAH ` Q w 52143 PLANS APPROVAL DATE a a OR AGENTS SHALL NOT BE RESPONSLBL z LTJ OF SCANNED qTF of CAL,F��� O = PARSONS W U 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 U >- ONTARIO, CALIFORNIA 91761 z r) � Z LL- Q z a z O U z 0 x a 0 z Q 0 z w a W c � � o 0 x X Q O Z O m m O o Ln u U �--� x � � U I I � " o w o J L ~ J > c ~ U �L N (/7 V) 0 a_ TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 L ASI X I of J I I I _II X LE, I X X J II I� II O X I JJ IIzi CONC I X O Q X_ t� I I/ �I O — — — O— — — — — — — — — — — — — — - ---------------- - - - - -- CONC ----------------------------- -------------------u---- _ X - ASPH o 1 k 2�-L 00 (12') � + (12) Ic\j ( 2') _ � 0 (12, ~ 730 CONC _ _12' — — _ — 1 2' — — -- 12CONc _ — 1 2' ASPH 0 X ASPH X S X I � —� X (POOL) Dist COUNTY ROUTE POST MILES w TOTAL � w TOTAL PROJECT = SHEETS 08 w � 12.3/14.1 283 z - S-u-� h Com--- � L ij —I — w ROFESS10 U) = - �a U SOON ANN CHEAH ` Q w 52143 PLANS APPROVAL DATE CONC _ _12' — — _ — 1 2' — — -- 12CONc _ — 1 2' ASPH 0 X ASPH X S X I � —� X (POOL) Dist COUNTY ROUTE POST MILES SHEET TOTAL N TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 283 624 S-u-� h Com--- � m 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH ` 09-08-11 w 52143 PLANS APPROVAL DATE No. CT-' THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSLBL E FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TH/S PIAN SHEET 0 PARSONS W SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 O O R/W X — - - - -X--- X (1 21 - ASPH (1 2 '_) coNc (1 2� WB Rte 10 SBD - 10 (12' 2 3 —�- " _ 0" LINE 9 740 ASPH 1 5 6 I 1 (1 2') (-12/) EB Rte 10 oNc SBD - 10 12') ASPH L7 i U R /W Up RR UP RR-_- �- - �� DIRTC� UB 7== - ---------- _ - DIRT O X THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800md044 odgn IS IN INCHES UNIT 2232 TRAFFIC HANDLING PLANT J STAGE 4 SCALE: 1"=50' PROJECT NUMBER & PHASE o� z o o O u I 'o w TH-44 a X 0800000744 Q N N o � cv � m � 0 W w O O J j TRAFFIC HANDLING PLANT J STAGE 4 SCALE: 1"=50' PROJECT NUMBER & PHASE o� z o o O u I 'o w TH-44 a X 0800000744 TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 x 0 0 w m cn o > w w Ln > > w w � o Q 0 w m �Qo �z w U , U __j Lf) w aw = U o U z 0 x F - ::r F- r)— C:) r cn z Q F— I 0 F— z w F— Q W c � � o 0 x X Q O � � Z O m m O o Ln u U �--� x � � U w o J L ~ J > ~ ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 ASPH v 1 2' - - - - - - ASPH - - - 12 -- - - - 12 CONC 12 -- - - - SBD 10 - - - - ' - - - - - - - - - - 1 2' 8 n � 665 A '° n ASPH _ (1 2' ) 1 2') SBD - 10 CONC ( (121— _( 12')-( 12') ASPH X12' ) USERNAME=>p0026551 DGN FILE => 846800md045.dgn ASPH -------------------------GONG----------� X X , 1-10 CHANNEL -------------- �X I I I I I I I IX I I X Dist C-- ROUTE x SHEET TOTAL - 12 0 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 o' 624 S-u-� h Com--- w 12 09-08-1 1 o- �FESS� R 0 REGISTERED CIVIL ENGINEER DATE e tiq� �a � 0 SOON W w ANN CHEAH w = PLANS APPROVAL DATE a Q OR AGENTS SHALL NOT BE RESPONSIBLE z w OF SCANNED qTF of �AL,F��� o_ _ PARSONS U 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 U >- ONTARIO, CALIFORNIA 91761 z o � z LL- Q z a w z 0 U z 0 x F - ::r F- r)— C:) r cn z Q F— I 0 F— z w F— Q W c � � o 0 x X Q O � � Z O m m O o Ln u U �--� x � � U w o J L ~ J > ~ ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 ASPH v 1 2' - - - - - - ASPH - - - 12 -- - - - 12 CONC 12 -- - - - SBD 10 - - - - ' - - - - - - - - - - 1 2' 8 n � 665 A '° n ASPH _ (1 2' ) 1 2') SBD - 10 CONC ( (121— _( 12')-( 12') ASPH X12' ) USERNAME=>p0026551 DGN FILE => 846800md045.dgn ASPH -------------------------GONG----------� X X , 1-10 CHANNEL -------------- �X I I I I I I I IX I I X Dist COUNTY ROUTE POST MILES SHEET TOTAL - 12 _ TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 284 624 S-u-� h Com--- _ � 12 09-08-1 1 ASPM 2' �FESS� R 0 REGISTERED CIVIL ENGINEER DATE e tiq� �a � 0 SOON W w ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS Exp. CI V IL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of �AL,F��� COPIES OF TB/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 11 zoa X X l L — l� Temp STRIPING (Det 27B) E Temp STRIPING (Det 36B) _------ - - - - -- ------ - a 1 2' ASPH - - - - - - - - - - CONC- - - - - SBD = 10 - a AVB -Rte 1 0 _ _ _ - - - a � - - - -675 6 1 2 "I-1�'p11 NE 3 4 9 670 Lit CONr' EB Rte 10 - - - - SBD - 10 - - - - - - - - - - - - - - - - - - - - - - - - - ASPH R /W THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 so 12' o _ 12 o - CONC 12 + - 12 _ o O AT PH -TA Q ~ ASPH W w _ 12/ z v� 12 ' J w CONC 12' _ � 12 u ASPM 2' TRAFFIC HANDLING PLANT J STAGE 5A SCALE: 1"=50' PROJECT NUMBER & PHASE o� z o 0 0 u 'o w T H — 45 <0 0800000744 a N o O N o0 � 0 W w O O J j TRAFFIC HANDLING PLANT J STAGE 5A SCALE: 1"=50' PROJECT NUMBER & PHASE o� z o 0 0 u 'o w T H — 45 <0 0800000744 X 0 J' 0 w m cn o > w w Ln cr > w w o Q 0 w m 0 �z w U � U Ln W aw = U o U O o' w o- a a z w O_ _ U U z o � z Q z Q z O U TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 L J X CONC - J1 - - --\ ----- R1 _X- CHANNELIZER (Typ) — — — — — — — — — — — — — — — — — — — I ASPH L--- CONC —� ''R1 Beg Te p RAILIN YPE ) I - - - 8' Lt "All +70 --I1 `-B-eg Temp RAILING (TYPE ; K) E ES ETW ETW 2, ''A'' LINE I ''B'' LINE EB Rte 10 WB Rte 10 ES ETW ETW ETW ETW ES 2' 1 1' 1 1' 1 1' 1 1' Va r Va 1 2' 1 1 2' 12' 12 10 Const 5'- AREA I 10' 10' I 2' 3'I I OG Temp RAILING Temp RAILING TYPE K (TYPE K) CB (TYPE 60C) SECTION A -A Dist COUNTY ROUTE POST MILES SHEET TOTAL N TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 285 624 S-u-� h Com--- � Qo _ 09-08-11 o R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� cn �a SOON = cn ANN CHEAH 09-08-11w 52143 PLANS APPROVAL DATE No. CT-' THE STATE OF CALIFORNIA OR I TS OFF/CERS Exp. CIV IL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of �AL,F��� CORES OF TB/S PIAN SHEET 0 PARSONS W SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 O O 0 NO SCALE "R1 " +50 END Temp RAILING (TYPE K) U-) rn JOIN Exist CB + d 0) _ i � � W n W W U7 Z r TCE _------ r c� �{- — -A NIVEL 8 CH ll 012 ASPH L Ln+ "A LI _ � 12 - - - - - - - - - - - - - - SBD - 10 �- 60 12/ _ - - - - - - - CONC - - - - - -10 01 6 MAINTAIN Temp STRIPING 685 FROM PREVIOUS -STAGE yU 4 f- + 12' - - - - - - - - - - - _ -- � 1 2'y w ASPH 680 6 Li n _ "LINE - - U) I-10 ASPH — — — — — w - - - w_ _ _ - - _ _ - - - 3 u 12' _ - - - _ _ =CONC _ - - -1 - SBD �o ,�8�, LINE C:)12' �> "R3" LINE 3 XQ 1 2' �> - 1 2 - - ~ 12' 1 2' O C/)X- 77— — — — — — — — — — — — — — — — — O z w a W c � � o 0 X X Q O z O m m O O n U X�--� � U I I z w o J L ~ J > c ~ U �L N (/7 V) 0 a_ BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800md046.dgn 5 6 - 12 -CONS - WB Rte _ — CONC EB Rte 1-0 71 T C E MA NTAIN Temp STRIPING oUB FROM PREVIOUS STAGE THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES 1 ------ --- J W w _ U) UP RR v Q UB - 12 Q N Ln E R61-5(CA) o o N 1 0 Ln + co I � Qo _ 12' 12 o cn w w z = cn ------ --- J W w _ U) UP RR v Q UB TRAFFIC HANDLING PLAN IL-1 Lij STAGE 5A SCALE: 1"=50' UNIT 2232 PROJECT NUMBER &PHASE o � z o 0 0 u I 'o w TH-46 <0 0800000744 Q N Ln o N N o0 � 0 W w O O J j TRAFFIC HANDLING PLAN IL-1 Lij STAGE 5A SCALE: 1"=50' UNIT 2232 PROJECT NUMBER &PHASE o � z o 0 0 u I 'o w TH-46 <0 0800000744 x 0 0 w > III w u') 2� > w w � o a 0 x om w Q� Jz :� aw U � r m o w w = U O ROUTE 0 SHEET TOTAL x TOTAL PROJECT No. w 08 Q m 12.3/14.1 286 F- r)— `� h Com--- x C:) a a �FESS� R 0 z w REGISTERED CIVIL ENGINEER DATE �a e tiq� O _ SOON U z W 09-08-11 52143 U >- PLANS APPROVAL DATE � No z o THE STA TF OF CALIFORNIA OR I TS OFFICERS �x Exp . CIVIL � z F- LL- Q THE ACCURACY OR COMPLETENESS OF SCANNED of CAL,F��� I COPIES OF THIS PLAN SHEET z 0 Q F - 3200 EAST GUASTI ROAD 1170 W 3RD STREET z SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 w z O U L) cl i ------, I i I L—CONC -- II I I II I y 1r CONC , I� I ----i —---- L =_ 3 - - 4 SLOVER A\JE5C� I X7 X X X X X i LI_X MAINTN Tem STRIPIN FRO PREVIOUS STAG SLOVER Ave CHANNELIZER (Typ) < E X—�X- = F --x TCE R/W / R/W X TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 20 CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. THIS COULD INVOLVE INSTALLATION OF A TEMPORARY SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL INCLUDE VIDEO DETECTION° x a w o o 0 x X Q O m m r)- OF --I F --I O LIQ U U X J � U z° w o J � ~ I > •— ~ ~ a c c/7 U L N V) 0 a_ BORDER LAST REVISED 7/2/2010 X X� USERNAME=>p0026551 DGN FILE => 846800md047.dgn SEE SHEET TH 34 8 0 0 00 MATCH LINE Sta 2 _� `� `\'�'� I C ANNEL ZER I In �,�� EyP X II1 Q Q®I LL ASPH 1 I II III zl I I I E BARRI �bEI III J 444-004 ll I �I� ASPH I 12' 18' 12 12' 12'- - "S" LINE 2 0 �1 12' 2 1 m? N 112 12' 20' 12 20' ®s O ® X ASPH -- �ONC� CONCH - 1I CONC I I I I I Irl ® F R /W X ASPH 1i � i II x Il �J F X X wi �I a II Ld44411� NNPM nNN� THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES z Dist COUNTY ROUTE 0 SHEET TOTAL x TOTAL PROJECT No. SHEETS 08 Q 10 12.3/14.1 286 F- r)— `� h Com--- x C:) '� �FESS� R 0 REGISTERED CIVIL ENGINEER DATE �a e tiq� SOON 0 z W 09-08-11 52143 a PLANS APPROVAL DATE � No I THE STA TF OF CALIFORNIA OR I TS OFFICERS �x Exp . CIVIL 00 F- THE ACCURACY OR COMPLETENESS OF SCANNED of CAL,F��� I COPIES OF THIS PLAN SHEET PARSONS 0 F - 3200 EAST GUASTI ROAD 1170 W 3RD STREET z SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 w X X X i LI_X MAINTN Tem STRIPIN FRO PREVIOUS STAG SLOVER Ave CHANNELIZER (Typ) < E X—�X- = F --x TCE R/W / R/W X TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 20 CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. THIS COULD INVOLVE INSTALLATION OF A TEMPORARY SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL INCLUDE VIDEO DETECTION° x a w o o 0 x X Q O m m r)- OF --I F --I O LIQ U U X J � U z° w o J � ~ I > •— ~ ~ a c c/7 U L N V) 0 a_ BORDER LAST REVISED 7/2/2010 X X� USERNAME=>p0026551 DGN FILE => 846800md047.dgn SEE SHEET TH 34 8 0 0 00 MATCH LINE Sta 2 _� `� `\'�'� I C ANNEL ZER I In �,�� EyP X II1 Q Q®I LL ASPH 1 I II III zl I I I E BARRI �bEI III J 444-004 ll I �I� ASPH I 12' 18' 12 12' 12'- - "S" LINE 2 0 �1 12' 2 1 m? N 112 12' 20' 12 20' ®s O ® X ASPH -- �ONC� CONCH - 1I CONC I I I I I Irl ® F R /W X ASPH 1i � i II x Il �J F X X wi �I a II Ld44411� NNPM nNN� THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES ASPH i XI IX I �L XI CONC I IX TCE x R /W — X X X -I —X --- - - - - -- -- 3 - -6 - - - -7 a -- --F- _� - --- ---- -- — - --- -- 77 7 ASPH X R/W X X\ � X X X- - - - - - - - - ________ X---- I- - - - - - - - - - - - - - - � X CONC I X X UNIT 2232 x ASPH CONC CONC II I II II II II I� X Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 286 624 `� h Com--- x 09-08-11 '� �FESS� R 0 REGISTERED CIVIL ENGINEER DATE �a e tiq� SOON 0 ANN CHEAH W 09-08-11 52143 x PLANS APPROVAL DATE � No I THE STA TF OF CALIFORNIA OR I TS OFFICERS �x Exp . CIVIL 00 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED of CAL,F��� COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 ASPH i XI IX I �L XI CONC I IX TCE x R /W — X X X -I —X --- - - - - -- -- 3 - -6 - - - -7 a -- --F- _� - --- ---- -- — - --- -- 77 7 ASPH X R/W X X\ � X X X- - - - - - - - - ________ X---- I- - - - - - - - - - - - - - - � X CONC I X X UNIT 2232 x ASPH CONC CONC II I II II II II I� X TRAFFIC HANDLING PLANLLI LL] STAGE 5A '0 S)- 0 SCALE: 1"=50' TH-47 < 0 --� 0 PROJECT NUMBER & PHASE 4800000744 Q N o� N� x 0 0 W W 00 J TRAFFIC HANDLING PLANLLI LL] STAGE 5A '0 S)- 0 SCALE: 1"=50' TH-47 < 0 --� 0 PROJECT NUMBER & PHASE 4800000744 x 0 0 w m cn o > III w w w � Q 0 z O x F— Q F - z Q F— O F— z w F— Q W c � CO n F-- X X Q O m m rlr- O �I FI O Ln U u Fy x � � U LLJ o J � ~ Q J > ~ ~ a •- c c/7 U L N V) 0 tl OCC OLJCCT TU An AAA TKITA TNI T..., — OTf7TI7TNG MAINTAIN Temp FROM PREVI( BORDER EAST REVISED 7/2/2010 "- MATCHLINE BTU L-'' SEE SHEET TH-47 USERNAME=>p0026551 DGN FILE => 846800md048.dgn THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 287 624 S-u-� h Ct---t- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE 1?E5100N5I9L E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET, SOON c �� ANN CHEAH z _) w No. 52143 m Exp. sT CIVIL CAL tiP ATF OF PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 TRAFFIC HANDLING NOTES: 1° FOR GENERAL NOTES AND LEGEND SEE SHEET TH-1° 0 C-- 2° CONTRACTOR TO MODIFY AND RELOCATE X SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, 0 TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. + Ln THIS COULD INVOLVE INSTALLATION OF A TEMPORARY o = SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL w ~ INCLUDE VIDEO DETECTION° + W cf) Ln W a Q z w Jw O _ _cn U U U z o � z Q z Q z O u z O x F— Q F - z Q F— O F— z w F— Q W c � CO n F-- X X Q O m m rlr- O �I FI O Ln U u Fy x � � U LLJ o J � ~ Q J > ~ ~ a •- c c/7 U L N V) 0 tl OCC OLJCCT TU An AAA TKITA TNI T..., — OTf7TI7TNG MAINTAIN Temp FROM PREVI( BORDER EAST REVISED 7/2/2010 "- MATCHLINE BTU L-'' SEE SHEET TH-47 USERNAME=>p0026551 DGN FILE => 846800md048.dgn THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 287 624 S-u-� h Ct---t- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE 1?E5100N5I9L E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET, SOON c �� ANN CHEAH z _) w No. 52143 m Exp. sT CIVIL CAL tiP ATF OF PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 TRAFFIC HANDLING NOTES: 1° FOR GENERAL NOTES AND LEGEND SEE SHEET TH-1° 0 2° CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, 0 Ln TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. + Ln THIS COULD INVOLVE INSTALLATION OF A TEMPORARY o = SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL I` ~ INCLUDE VIDEO DETECTION° + W cf) w W zcf) Jw w _cn U Q ''A'' LINE WB Rte 10 ETW 2' 11' 11' 11' Dnst REA , "B" LINE EB Rte 10 ES ETW ETW 11 121 1 121 2' 3Temp (TYPE R AILING ETW ES 12' 12' 10' CB ( TYPE 60C) SECTION A -A NO SCALE TRAFFIC HANDLING STAGE 5A SCALE: 1"=50' PROJECT NUMBER & PHASE PLAN TH-48 0800000744 N Q 0 0 cv °° Ln C p W W O O J J 0- a - W W a o� o 0 No 'o w �o a 0 X 0 � w m cn o > w w Ln > > w w 2� Q 0 XU X X n ASPH SURFACE MOL IT D CHANNELIZERS SPACED (A 25' (TOTAL 10) MAINTAIN Temp STRIP II FROM PREVIOU , TAGE W4 -3R PRC 14.20/ LtX C 37+76.14 TYPE III BARRICADE WITH SC1 1 (CA) (TOTAL 1) T 41 T 4 I E X PCC 36' L I licil36+3.92 MAINTAIN Temp STRIPING FROM PREVIOUS $T GE I 4R I W13 ( 0) B X om r 1 1 ' Lt "C'' +25 • w m I SP > No. 6' Lt "C'' +75 ' QLL] o Beg Temp RAILING (TYPE K) 288 �z w �Ln B Q a R/W Temp CRASH CUSHION REGISTERED CIVIL ENGINEER DATE U � U ARRAY 11TS1 1 " / � � w TCE 52143 aw = o ---- - OR AGENTS SHAL L NOT BE RESPONS/BL U o U o COPIES OF TH/S RL AN SHEET 0 PARSONS XU X X n ASPH SURFACE MOL IT D CHANNELIZERS SPACED (A 25' (TOTAL 10) MAINTAIN Temp STRIP II FROM PREVIOU , TAGE W4 -3R PRC 14.20/ LtX C 37+76.14 TYPE III BARRICADE WITH SC1 1 (CA) (TOTAL 1) T 41 T 4 I E X PCC 36' L I licil36+3.92 MAINTAIN Temp STRIPING FROM PREVIOUS $T GE I 4R I W13 ( 0) B X o ROUTE 1 1 ' Lt "C'' +25 • Ld 550000' I SP > No. 6' Lt "C'' +75 ' J X Beg Temp RAILING (TYPE K) 288 U �Ln B Q a R/W Temp CRASH CUSHION REGISTERED CIVIL ENGINEER DATE z w ARRAY 11TS1 1 " / C) TCE 52143 z o o ---- - OR AGENTS SHAL L NOT BE RESPONS/BL w z a o COPIES OF TH/S RL AN SHEET 0 PARSONS 0 SANBAG z -1- SUITE 200 ONTARIO, CALIFORNIA 91761 w SAN BERNARDINO, CA 92410 z O 0 w Q J Z� ' X R1 SIN o Q z Q 0 Ln z w a w � o o_ o 0 X X Q O � � z o m m 0 o Ln -)u X � � U E " o zN W ��� Ljj Q) a J > F--~ U �L N (/7 14 V) 0 a_ BORDER EAST REVISED 7/2/2010 R/W SEE SHEET TH-50 MATCH LINE Sta 40+00.0( • CV I CV CV • l b b' N 4 > 'I U I 42 COUNTY ROUTE r • Ld 550000' I SP Z No. i ' J X 12.3/14.1 288 U �Ln 42 MATCH LINE Sta 33+00°00 SEE SHEET TH-48 "R4" LINE 4707' ES ETW \Inr R' 1 ETW i ----------------- ---- OGSURFACE MOUNTED CHANNELIZER SECTION A -A NO SCALE USERNAME=>p0026551 DGN FILE => 846800md049.dgn Const AREA 11 F EC 18 Rt 39+64036 END Temp STRIPING Beg FINAL STRIPING URFACE MOUNTED CHANNELIZERS PACED @ 10' (TOTAL 43) I T 22 T® TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 20 CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATIONS TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. THIS COULD INVOLVE INSTALLATION OF A TEMPORARY SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL INCLUDE VIDEO DETECTION° E R61-19(CA) T 27B SURFACE MOUNTED CHANNELIZERS SPACED 25' (TOTAL 9) R=30' ''R411 +50 R5-1 S R5 -lc R/W MATCH Temp STRIPING R6-1 L. R6-1 R FROM PREVIOUS STAGE Temp RAILING (TYPE K) F COUNTY ROUTE POST MILES SHEET 7 550000' 14 0 1 9'49'' SP TOTAL PROJECT No. i MATCH LINE Sta 33+00°00 SEE SHEET TH-48 "R4" LINE 4707' ES ETW \Inr R' 1 ETW i ----------------- ---- OGSURFACE MOUNTED CHANNELIZER SECTION A -A NO SCALE USERNAME=>p0026551 DGN FILE => 846800md049.dgn Const AREA 11 F EC 18 Rt 39+64036 END Temp STRIPING Beg FINAL STRIPING URFACE MOUNTED CHANNELIZERS PACED @ 10' (TOTAL 43) I T 22 T® TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 20 CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATIONS TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. THIS COULD INVOLVE INSTALLATION OF A TEMPORARY SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL INCLUDE VIDEO DETECTION° E R61-19(CA) T 27B SURFACE MOUNTED CHANNELIZERS SPACED 25' (TOTAL 9) R=30' ''R411 +50 R5-1 S R5 -lc R/W MATCH Temp STRIPING R6-1 L. R6-1 R FROM PREVIOUS STAGE Temp RAILING (TYPE K) F TCE R/W 17/ OG vvi L- T Y P E TYPE A2-8) - �ITY OF FONTANA�R/l — �� (PERMANENT UTILITY EASEMENT f � � E CHANNELIZER (Typ) Od, SH VWT. ''C'' LINE 71.5' ETW ETW 3' 11' 11' 11' 11' 2i "R411 +00 �I I I II� � "R4" +00 X END Te RA 11LING (T PE K) JOIN Exist C� �, li X�F Const AREA 0 "W" LINE ( TYPE K) SECTION 13-13 NO SCALE THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 is IN INCHES I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL 550000' 14 0 1 9'49'' SP TOTAL PROJECT No. SHEETS 08 SBd X 12.3/14.1 288 624 �Ln B 09-08-11 _ REGISTERED CIVIL ENGINEER DATE o / ANN CHEAH 09-08-11w 52143 PLANS APPROVAL DATE No. � z THE S TA /Z- Of OCAL IFORNIA OR I TS OFF/CEPS �x Exp . C I V I L OR AGENTS SHAL L NOT BE RESPONS/BL E FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cAL lF COPIES OF TH/S RL AN SHEET 0 PARSONS TCE R/W 17/ OG vvi L- T Y P E TYPE A2-8) - �ITY OF FONTANA�R/l — �� (PERMANENT UTILITY EASEMENT f � � E CHANNELIZER (Typ) Od, SH VWT. ''C'' LINE 71.5' ETW ETW 3' 11' 11' 11' 11' 2i "R411 +00 �I I I II� � "R4" +00 X END Te RA 11LING (T PE K) JOIN Exist C� �, li X�F Const AREA 0 "W" LINE ( TYPE K) SECTION 13-13 NO SCALE THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 is IN INCHES I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL 550000' 14 0 1 9'49'' 69.14' TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 288 624 �Ln 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE SOON ANN CHEAH 09-08-11w 52143 PLANS APPROVAL DATE No. � z THE S TA /Z- Of OCAL IFORNIA OR I TS OFF/CEPS �x Exp . C I V I L OR AGENTS SHAL L NOT BE RESPONS/BL E FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cAL lF COPIES OF TH/S RL AN SHEET 0 PARSONS W SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 CURVE DATA NO. R DELTA T L 41 550000' 14 0 1 9'49'' 69.14' 137.56' 42 550000' 190 57'54'' 96.81/ 1 91 065' TRAFFIC HANDLING PLAN I"I STAGE 5A SCALE: 1"=50' PROJECT NUMBER & PHASE L-1 w �-> Q� o� z o o 0 u' TH-49 � o 0800000744 lao h Q N O cv N �Ln � 0 W w TRAFFIC HANDLING PLAN I"I STAGE 5A SCALE: 1"=50' PROJECT NUMBER & PHASE L-1 w �-> Q� o� z o o 0 u' TH-49 � o 0800000744 lao h II I ILi� X I Irl II ASPH x I I I r 1 1 1 ASPH- I� — — — — — — — — — — — - X L I I I it l z O O -LI \ I I I ASPH QI Q I I \ I I I I I m � �I I II \\ I I I • oI I I L i ASPH \ I z I > w x w X X x X x o Q -/ ------ — — — — I x VALLEY BLVD � I Q 40 ASPH 1 - - - 2 - - - 3 -- _ �5 6 >_- - VALLEY Blvd �— T� I X— X X�-—X---� F-- -- ----�' � X � I , � m r w m X ��---- c� I CONC aw = UD U X O > LLIX ASPH Ld a a o u �CONQ U z r-') � z a X Q o r ° z O u z O X x F - ::r F— O r cn z x a F- I O F- x z w = F— � Q Q � rr- o X L -I \ m i X X Q x O m m r1r- O F ---I F ---I O Ln U u Fy X � � U II Z w o J � ~ a J > c ~ a •- c c./7 U L N V) 0 a_ BORDER BAST REVISED 7/2/2010 USERNAME => P0026551 FILE => 846800mdO50.dgn MAINTAIN Temp STRIPTNG FROM PREVIOUS STAGE SURFACE MOUNT ELIZERS T,AL 22 ) x x� MATCH LINE Sta 40+00°00 SEE SHEET TH-49 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 289 624 S-u-� h Com--- 09-08-1 1 R�FESS�� REGISTERED CIVIL ENGINEER DATE �a e tiq� SOON ANN CHEAH 09-08-11 w 52143 m PLANS APPROVAL DATE No. THE STATE OF CAL IFORIVIA OR 17-5 OFFICERS E x p. C I V I L OR AGENTS SHAL L NOT BE RZ-SIOON519Z E FOR sT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CALF'?' COPIES OF THIS RL AN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 ---J_X— —x — VALL Y BLVD - — — — — ASPH — — — — — — — — — — — — — - L - T o x of X U _ ° X X X X � ' a x - x ix ox X x Iv UNIT 2232 TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 20 CONTRACTOR TO MODIFY AND RELOCATE TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. THIS COULD INVOLVE INSTALLATION OF A TEMPORARY SIGNAL DURING CONSTRUCTION° TRAFFIC SIGNAL SHALL INCLUDE VIDEO DETECTION° a N r- QO O LO N •• 0 0 W W 00 -J J TRAFFIC HANDLING PLAN STAGE 5A z~ zo o O SCALE: 1 "=50' N 'O w TH-50 a o O PROJECT NUMBER & PHASE 4800000744 x 0 � w m cn o > w w Ln cr > w w D Q 0 x om w QL'] �z U � w Ln aw U o >- m o w U w = U 0 SHEET o � w w o - + = U) > No. SHEETS o' SBd 10 w 290 624 o- 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a w = a a w 52143 z w THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS E x p. CIVIL 0 _ THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� U PARSONS SANBAG U 1170 W 3RD STREET zo SAN BERNARDINO, CA 92410 � z w a z Q w z 0 U z O x F— ::r F— O r cn z Q O z w a w o o 0 X X Q 0 Z 0 m m r -r- 0 O Ln u U �--� x11 -- � U �L E " o Z w o uj a J > ~ ~ U L- C N (/7 104 V) 0 a_ TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 � I � I I�II R /W w � cn = SP El -TCE � � X �1 X CONC I END T �MAINTAI T mp TRIPI FROM PR VIO S S' AGE — _705— — >I X� — Q IuI JX Iz 0 0 0 IU W I I Q:� gyp) � L— L— X —� C�- X F- X 1f 7 tt�I_1 + 6 RAILIT PE K) II r J 'tel" + 1 6 X CONC 710-/- - SP L I N -E �?NC 10/1 - - - - A SPH A A A A 710 X = u u� C�-�CLISHION AR A 'v X X fi U FACE MOUNTED HANI��ILI�RS I�,I I X CED Go 50' (TOT L 7 )I� � J -j Dist o 0 00 0 Ln + SHEET o � w w o - + = U) w z 1 1= -�- w � cn = SP El -TCE � � X �1 X CONC I END T �MAINTAI T mp TRIPI FROM PR VIO S S' AGE — _705— — >I X� — Q IuI JX Iz 0 0 0 IU W I I Q:� gyp) � L— L— X —� C�- X F- X 1f 7 tt�I_1 + 6 RAILIT PE K) II r J 'tel" + 1 6 X CONC 710-/- - SP L I N -E �?NC 10/1 - - - - A SPH A A A A 710 X = u u� C�-�CLISHION AR A 'v X X fi U FACE MOUNTED HANI��ILI�RS I�,I I X CED Go 50' (TOT L 7 )I� � J -j Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 290 624 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS E x p. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF /-///S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 I -10 CHANNEL - 3 - - a 4 - 12' - 12 0 • • ASPH (12') o a (1 2') o N 1B Rte 10 _ Ln- - - - - CONC a (1 2 ) L 2 3 4 715 + w A �- 1 "I-1 0" LINE- ---- w Ld cn - - -s4D - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - 1 0 - ONC - - - - - 1 2, J w 70-5 - - _ coNc _ - - - - - - - - - - - - - - - EB Rte - - - - - - - 12 cn B�� LINE -7 8 9- 77-0 �> - - - - _ - - - - - 12' 1 �> - - - - -��� 12=F :> Q 3 4 A R5LINE 7 ASPH - -- 12 12 F Const AREA "A" LINE "B" LINE EB Rte 10 WB Rte 10 ES ETW ETW [FETW ETW ES 2 11 11' 11' 11' Var Va 12'12' 12' 12' 10' 21 3/1 ====== CB STYPE 60C)=======OG--�-- SECTION A -A BORDER EAST REVISED 7/2/2010 I I I I F/ I\ M 1 L L I V V (TYPE K) NO SCALE USERNAME=>p0026551 DGN FILE => 846800md051odgn THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES � � � UNIT 2232 N Q 0� N � 0 w w 0 0 TRAFFIC HANDLING PLAN �> STAGE 5 A <~ z o 0 0 SCALE: 1 ''=50' PROJECT NUMBER & PHASE w o TH-51 a 0 0 x 0 0 w m cn o > w w Ln > > w w o Q 0 x om w QLL] �z U � �Lf) aw U o r m o w U w = U 0 SHEET o (1- 2 ) - - - - -- - - - -- - o- - - - - -- - ------------ m z (12') w w J o- w U RCF ESS10 REGISTERED CIVIL ENGINEER DATE e tiq� Q �a SOON a Q w 52143 z w 12'- o_ _ S 112' - - U PARSONS 12 SANBAG U >- 12' z r) SAN BERNARDINO, CA 92410 � Z LL- Q z Q z 0 U TRAFFIC HANDLING NOTES: 1. FOR GENERAL NOTES AND LEGEND SEE SHEET TH-10 x -x -t3 AVq� W7 -3a C1 Mnlj:) BLACK ON AO€ 1 7-7 Ln + — _ 12' ASPH COUNTY ROUTE POST MILES SHEET o (1- 2 ) - - - - -- - - - -- - o- - - - - -- - ------------ v z (12') 12.3/14.1 w J (12') w U RCF ESS10 REGISTERED CIVIL ENGINEER DATE e tiq� Ln + — _ 12' ASPH Z ' 0 x Q 0 cn z Q T7 0 z w Q W c � � o 0 x X Q O Z O m m O o Ln u U �--� x � � U � " o Z w o J � ~ J > c ~ a •— c c./7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 "I-10'' +72 USERNAME=>p0026551 DGN FILE => 846800md052.dgn CONC ASPH A_ ASPH CONC ASPH R /W 1i W21-5bR (1000 FT) -15-0-0'— J SIB Rte 10 720 A 1 EB Rte -1 0_ p zz CONC iiiA K X I � XI n II I� Jc 0 U J I CONC— Wil ONC s L � II W 1-5 I Lx W lV/VEL Dist COUNTY ROUTE POST MILES SHEET o (1- 2 ) w Ln No. 10 v z (12') 12.3/14.1 w J (12') w U RCF ESS10 REGISTERED CIVIL ENGINEER DATE e tiq� Q �a SOON ANN CHEAH 12'- w 52143 PLANS APPROVAL DATE No. 12'- OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP S 112' - - CORES OF /-///S PIAN SHEET PARSONS 12 SANBAG 3200 EAST GUASTI ROAD 12' Z ' 0 x Q 0 cn z Q T7 0 z w Q W c � � o 0 x X Q O Z O m m O o Ln u U �--� x � � U � " o Z w o J � ~ J > c ~ a •— c c./7 U L N V) 0 a_ BORDER EAST REVISED 7/2/2010 "I-10'' +72 USERNAME=>p0026551 DGN FILE => 846800md052.dgn CONC ASPH A_ ASPH CONC ASPH R /W 1i W21-5bR (1000 FT) -15-0-0'— J SIB Rte 10 720 A 1 EB Rte -1 0_ p zz CONC iiiA K X I � XI n II I� Jc 0 U J I CONC— Wil ONC s L � II W 1-5 I Lx W lV/VEL Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 291 624 S-u-� h Com--- 09-08-11 RCF ESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA OR I TS OFF/CERS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� CORES OF /-///S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 ' CONC "r- — — Ir ILPOOLJI ❑- - - --————————---------- CONC pal I - / 0 CfHA (12>� ASPH ( 1 2T a Ste- 10 (12:1- a CONC ( 12') - a (12') a 3 7 " 10" LINE 4 CONC ASPH X X X X— ASPH THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES 6 Z-/ j - zzzz' I Z<'�" UNIT 2232 ASPH SBD - 10 N Q O o � cv � 0 W w 00 TRAFFIC HANDLING PLAN STAGE 5A z~ z o PO SCALE: 1 ''=50'u� PROJECT NUMBER & PHASE w o TH-52 <0 --� 0 4800000744 0 x 0 w m un > w w > w w o' a 0 om r w m � ao �z w �C3 u w aw = (-)o (-) �Jm � o 0 X X Q O -E:: z O m m O O Ln U U Fy x J � U II n LL E II O z (1)LiJ II L� � o Q J N ~ ~ U —L N (/7 V) 0 0 - TRAFFIC HANDLING QUANTITIES Lu 0 Q V) 2:� z O �--� � Lu x STATION 0 TEMPORARY PAVEMENT MARKER 0 CD z �--� J Q � a 0� LLJ 0- W I F - cn z O w cn J a z --, :2 w � Q O LLJ 0- W I `- x 4" 8" _ � w> > v W J LL_ w Q � I W O>- ZI-- o' Q LLJ > w J LL LLJ Q:� = O Q:� W W>- Q:� I-- w J Q cn O off LLJ N — F— a_ o � LJJ LLJ �Z Q'-= C0 J N LLJ >- co p �--1 O cn N O J J LLJ � o J O V) w J O N C) N a 00 M 06 00 M = °' °D p J O C9 cn M LF cn LF LF LF LF EA Q Q EA z w LF 0 = EA EA U TH-1 — TH-1 0 WB "I-1 0" / ''A" 651+15 TO 744+00 U >- z r) � z 344 LL- a 69809 40 z F— F- Q EB -7-1 z 664+50 TO 715+50 109023 2946 LLJ 555 835 234 z 29479 27 0 35 u Q �Jm � o 0 X X Q O -E:: z O m m O O Ln U U Fy x J � U II n LL E II O z (1)LiJ II L� � o Q J N ~ ~ U —L N (/7 V) 0 0 - TRAFFIC HANDLING QUANTITIES Lu 0 Q V) z z O �--� � Lu LINE STATION 0 TEMPORARY PAVEMENT MARKER TEMPORARY PAVEMENT MARKING CD z �--� J Q � a 0� LLJ 0- W I F - w o Q U � Q m W z O w cn J a z --, :2 w � Q O LLJ 0- W I `- x 4" 8" _ � w> > v W J LL_ w Q � I W O>- ZI-- LLJ w J LL LLJ 0:� o O 0:� W W>- Q:� I-- Q LLJ > w J LL LLJ Q:� = O Q:� W W>- Q:� I-- v) 3:0 O Q:� Q J Q cn O off LLJ N — F— m N Ld 00 -- � w I --z p= 1--� O- cn � o � LJJ LLJ �Z Q'-= C0 J N LLJ >- co p �--1 O cn N O J J LLJ � o J O V) w J O N C) N a 00 M 06 00 M = °' °D p J O C9 cn M LF LF LF LF LF LF EA EA EA EA SQFT SQFT LF EA EA EA EA 1 A TH-1 — TH-1 0 WB "I-1 0" / ''A" 651+15 TO 744+00 169463 69322 1 9372 344 69809 40 F— F- TH-2 — TH-8 EB -7-1 z 664+50 TO 715+50 109023 2946 LLJ 555 835 234 29479 27 35 Q WB "R1" 675+95 TO 694+72 102 LLJ 246 �Jm � o 0 X X Q O -E:: z O m m O O Ln U U Fy x J � U II n LL E II O z (1)LiJ II L� � o Q J N ~ ~ U —L N (/7 V) 0 0 - TRAFFIC HANDLING QUANTITIES Lu 0 Q V) LLJ = cn z O �--� � Lu LINE STATION TEMPORARY TRAFFIC STRIPE (PAINT) TEMPORARY PAVEMENT MARKER TEMPORARY PAVEMENT MARKING CD z �--� J Q � a 0� LLJ 0- W I o LLJ � w O N 1--� LLJ J U LLJ Q z LL_ Z S C U I w o Q U � Q m W z O w cn J a z --, :2 w � Q O LLJ 0- W I `- _ cn w � U O Q z Q:� O O -- _ W I-- U 4" 8" _ � w> > v W J LL_ w Q � I W O>- ZI-- LLJ w J LL LLJ 0:� o O 0:� W W>- Q:� I-- LLJ > w J LL w 0--' 0 O a,-- W W>- a,-- I-- LLJ > w J LL LLJ Q:� = O Q:� W W>- Q:� I-- v) 3:0 O Q:� Q J Q cn O off LLJ N o � w 0 _ 3;:_ LLJM 0 N— c. CC) 00 m N Ld 00 -- � w I --z p= 1--� O- cn � o � LJJ LLJ �Z Q'-= C0 J N LLJ >- co p �--1 O cn N O J J LLJ � o J O V) w J O N C) N a 00 M 06 00 M = °' °D p J O C9 cn M LF LF LF LF LF LF EA EA EA EA SQFT SQFT LF EA EA EA EA 1 A TH-1 — TH-1 0 WB "I-1 0" / ''A" 651+15 TO 744+00 169463 69322 1 9372 344 69809 40 28 TH-2 — TH-8 EB 11I-10" / "B" 664+50 TO 715+50 109023 2946 555 835 234 29479 27 35 TH-3 — TH-6 WB "R1" 675+95 TO 694+72 102 246 TH-3 — TH-5 EB "R3" 680+96 TO 694+53 19325 59 20 19791 TH-4 WB & EB "S" 13+00 TO 27+00 87 TH-4 NB & SB "C" 16+00 TO 23+50 12 TH-6 — TH-7 NB & SB "C" 33+00 TO 49+00 29614 19572 233 29544 108 135 30 741 37 3 11 1B TH-11 NB & SB "C" 29+00 TO 38+00 100 44 6 TH-1 1 WB "R4" 693+56 TO 701+50 120 564 473 339 21 84 44 18 TH-1 2 WB "1 —1 0" / ''A" 701+50 TO 715+50 1 91 83 25 2 2A TH-1 5 — TH-21 WB "1 —1 0" / ''A" 664+50 TO 715+50 89750 39994 29917 901 729 222 62 39300 29 1 14 TH-1 5 — TH-21 EB "1 —1 0" / "B" 664+50 TO 715+50 99558 29283 29289 540 797 224 49 39231 17 1 21 TH-1 6 — TH-1 8 EB "R3" 680+96 TO 694+53 19596 1 9 31 4 56 59 25 19294 6 TH-17 WB & EB "S" 9+85 TO 28+55 29815 19889 19249 19892 81 180 65 458 84 TH-1 7 — TH-1 8 NB & SB "C" 19+00 TO 33+00 866 1 91 74 1 9 586 213 68 75 34 889 10 TH-1 9 SB "C" 33+00 TO 40+00 18 TH-1 9 WB "R1 " 691+50 TO 694+72 154 136 87 5 7 133 3A TH-25 — TH-27 WB ''A" 681+65 TO 682+90 1 91 27 TH-25 — TH-27 EB "R3" 690+40 TO 694+53 321 200 14 174 104 12 TH-26 — TH-29 NB & SB "C" 15+40 TO 49+35 59780 49237 363 69216 261 450 174 19137 85 10 11 TH-27 — TH-32 EB "1 —1 0" / "B" 696+00 TO 731+80 99897 29459 39298 825 207 70 39243 14 TH-27 — TH-30 EB "R5" 694+52 TO 712+73 29220 TH-28 WB "R4" 693+56 TO 694+53 145 136 83 7 84 36 4 TH-37 — TH-42 WB "I-1 0" / ''A" 680+72 TO 711+91 99373 39125 39125 781 196 66 TH-37 — TH-43 EB "1 —1 0" / "B" 689+80 TO 715+72 49484 19497 19493 374 94 32 19656 14 TH-37 — TH 39 EB "R3" 687+40 TO 694+53 301 620 621 320 27 174 24 TH-38 — TH-39 NB & SB "C" 20+00 TO 33+00 19804 19195 143 29357 118 486 7 99 135 140 112 125 4 TH-39 — TH-42 EB "R5" 694+52 TO 712+73 19755 19795 76 19161 TH-40 — TH-41 NB & SB "C" 33+00 TO 40+40 374 2 11 TH-41 EB "V" 46+00 TO 51+00 18 5A TH-46 WB "R1" 682+70 TO 688+50 581 TH-46 — TH-51 WB 11I-10" / ''A" 682+70 TO 715+50 29748 7 14 TH-48 NB "C" 23+50 TO 33+00 3 4 TH-48 EB "R5" 694+52 TO 701+50 14 TH-49 — TH-50 NB & SB "C" 33+00 TO 46+00 463 200 255 276 384 18 13 943 62 1 11 SUBTOTAL 839311 409437 994 219800 129740 39724 59712 543 19526 597 19609 716 369673 782 24 2 170 F-- TOTAL F 1639006 89378 29325 369673 782 1 24 1 2 1 170 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800mf001 .dgn IS IN INCHES 0 2 3 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 292 624 S -0-`n h C& ---t— 09-08 —1 1 REGISTERED CIVIL ENGINEER DATE QR�FESSI��q 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CPRS OR AGENTS SHA/ L NOT BF RFSPONSIBL F FOR THE ACCURACY OR COMPL FTENFSS OF SCANNED COPIES OF THIS PLAN SHEET <�o SOON ANN CHEAH - z w No. 52143 cr- � Exp. � sT CIVIL CAL P ti ATF �F 3232 0 EAST CUASTI ROAD SANBAC SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 TRAFFIC HANDLING QUANTITIES PROJECT NUMBER & PHASE THO-1 0800000744 N Q O o O N o0 W W 00 J j 2- a- Ww Q� o � z O o O L I w O O a O x 0 0 U m cn o > LLI LLI L > LLI LL o' Q 0 om r LLI m QLL] o Z LLI U � U LLI a Lw = U o U � o o 0 x X Q O z O m m O O Ln U �--� x � � U w o J L ~ J > ~ ~ U �L N (/7 V) 0 a_ CONSTRUCTION AREA SIGNS (PORTABLE) STAGE C-- SIGN CODE x PANEL 0 SIGN MESSAGE 0 TH-1 F— 30" x 30'' W4 -2R x 48" x 48'' o' ::r 140 LLI R61-5(CA) F- o- 48" x r) - RIGHT LANE CLOSED 1 TH-4 C:) 1 39201 R9-9 4 r a a SIDEWALK CLOSED z w 1 0 = 2 24" U Q SIDEWALK CLOSED, USE OTHER SIDE SIDEWALK CLOSED U � R9-11 z o x � z I LL- a 5A 0 1 24" z F - RIGHT TURN PROHIBITION Q TH-7 z 42" x 30'' SC1 1 (CA) 3 w x 30'' LANE CLOSED ADDED LANE W1 -4R F- z 24" x 0 NO TURN ON RED 1 U a � o o 0 x X Q O z O m m O O Ln U �--� x � � U w o J L ~ J > ~ ~ U �L N (/7 V) 0 a_ CONSTRUCTION AREA SIGNS (PORTABLE) STAGE z SIGN CODE No. OF SIGNS PANEL 0 SIGN MESSAGE 1 A TH-1 F— 30" x 30'' W4 -2R x 48" x 48'' RIGHT LANE ENDS ::r 140 98 R61-5(CA) F- 1 48" x r) - RIGHT LANE CLOSED 1 TH-4 C:) 1 39201 R9-9 4 r x 12'' SIDEWALK CLOSED cn SC1 1 (CA) 1 42" x 30'' z 2 24" x Q SIDEWALK CLOSED, USE OTHER SIDE SIDEWALK CLOSED R9-10 R9-11 4 F- x 12'' SIDEWALK CLOSED AHEAD, CROSS HERE I TH-6 SIDEWALK CLOSED AHEAD, CROSS HERE 5A 0 1 24" x F - RIGHT TURN PROHIBITION TH-49 TH-7 z 42" x 30'' SC1 1 (CA) 3 w x 30'' LANE CLOSED ADDED LANE W1 -4R F- 1 24" x 30'' NO TURN ON RED 1 TH-10 a W4 -2R 1 48" x 48'' RIGHT LANE ENDS w C30A(CA) 1 � o o 0 x X Q O z O m m O O Ln U �--� x � � U w o J L ~ J > ~ ~ U �L N (/7 V) 0 a_ CONSTRUCTION AREA SIGNS (PORTABLE) STAGE SHEET SIGN CODE No. OF SIGNS PANEL SIZE SIGN MESSAGE 1 A TH-1 1 30" x 30'' W4 -2R 1 48" x 48'' RIGHT LANE ENDS LEFT TURN PROHIBITION 140 98 R61-5(CA) W20 -5R 1 48" x 48'' RIGHT LANE CLOSED 1 TH-4 REVERSE CURVE LEFT 1 39201 R9-9 4 24" x 12'' SIDEWALK CLOSED SC1 1 (CA) 1 42" x 30'' R9-10 2 24" x 12'' SIDEWALK CLOSED, USE OTHER SIDE SIDEWALK CLOSED R9-10 R9-11 4 24" x 12'' SIDEWALK CLOSED AHEAD, CROSS HERE 1 TH-6 SIDEWALK CLOSED AHEAD, CROSS HERE 5A R3-1 1 24" x 24'' RIGHT TURN PROHIBITION TH-49 TH-7 1 42" x 30'' SC1 1 (CA) 3 42" x 30'' LANE CLOSED ADDED LANE W1 -4R R10-11 1 24" x 30'' NO TURN ON RED 1 TH-10 ADVISORY SPEED W4 -2R 1 48" x 48'' RIGHT LANE ENDS TH-52 C30A(CA) 1 48" x 48'' W20 -5R 1 48" x 48'' RIGHT LANE CLOSED 1B TH-1 1 W21 -5bR (1 000 FT) R3-2 1 24" x 24'' LEFT TURN PROHIBITION 1 48" x 48'' SHOULDER WORK R61-19(CA) 2 30" x 24'' INTERSECTION LANE CONTROL R5-1 1 30" x 30'' DO NOT ENTER R5 -1c 1 36" x 24'' WRONG WAY R6 -1L 1 36" x 12'' ONE WAY R6 -1R 1 36" x 12'' ONE WAY TH-12 C2(CA) 2 48" x 30'' RAMP CLOSED TH-13 C30A(CA) 1 48" x 48'' SHOULDER CLOSED W7 -3a (1 MILE) 1 24" x 18'' NEXT 1 MILE W21 -5bR (1 000 FT) 1 48" x 48'' RIGHT SHOULDER CLOSED W21-5 1 48" x 48'' SHOULDER WORK 2A TH-15 C30A(CA) 2 48" x 48" SHOULDER CLOSED W7 -3a (1 MILE) 2 24" x 18'' NEXT 1 MILE W21 -5bL (1 000 FT) 1 48" x 48'' LEFT SHOULDER CLOSED W21 -5bR (1 000 FT) 1 48" x 48'' RIGHT SHOULDER CLOSED W21-5 2 48" x 48'' SHOULDER WORK TH-17 R9-9 2 24" x 12'' SIDEWALK CLOSED R9-10 2 24" x 12'' SIDEWALK CLOSED, USE OTHER SIDE R9-11 2 24" x 12'' SIDEWALK CLOSED AHEAD, CROSS HERE TH-1 8 R5-1 2 30" x 30'' DO NOT ENTER R5 -lc 2 36" x 24'' WRONG WAY R6 -1L 2 36" x 12'' ONE WAY R6 -1R 2 36" x 1 2" ONE WAY TH-22 C30A(CA) 1 48" x 48'' SHOULDER CLOSED W7 -3a (1 MILE) 1 24" x 18'' NEXT 1 MILE W21 -5bL (1 000 FT) 1 48" x 48'' LEFT SHOULDER CLOSED W21-5 1 48" x 48'' SHOULDER WORK 3A TH-26 R10-11 1 24" x 30'' NO TURN ON RED SC1 1 (CA) 2 42" x 30'' LANE CLOSED TH-27 R61-7(CA) 4 36" x 30'' INTERSECTION LANE CONTROL R3-2 1 24" x 24'' LEFT TURN PROHIBITION TH-28 R3-1 1 24" x 24'' RIGHT TURN PROHIBITION R5-1 2 30" x 30'' DO NOT ENTER R5 -lc 2 36" x 24'' WRONG WAY R6 -1L 2 36" x 12'' ONE WAY R6 -1R 2 36" x 12'' ONE WAY SC1 1 (CA) 4 42" x 30'' LANE CLOSED TH-29 SC1 1 (CA) 4 42" x 30'' LANE CLOSED 4 TH-36 W21-5 1 48" x 48'' SHOULDER WORK W21 -5bR (1 000 FT) 1 48" x 48'' RIGHT SHOULDER CLOSED TH-37 C30A(CA) 1 48" x 48'' SHOULDER CLOSED W7 -3a (1 MILE) 1 24" x 18'' NEXT 1 MILE R61-5(CA) 2 36" x 30'' INTERSECTION LANE CONTROL TH-38 SC1 1 (CA) 3 42" x 30'' LANE CLOSED BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800mfO02.dgn IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 293 624 S-u-� h Com--- 09-08-11 REGISTERED CIVIL ENGINEER DATE e ROFESS10tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH w No. 52143 Exp. sT CIVIL CAL tiP ATF OF 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 CONSTRUCTION AREA SIGNS (PORTABLE) STAGE SHEET SIGN CODE No. OF SIGNS PANEL SIZE SIGN MESSAGE 4 TH-39 R3 -7R 1 30" x 30'' RIGHT LANE MUST TURN RIGHT 2A 274 R3-2 1 24" x 24'' LEFT TURN PROHIBITION 140 98 R61-5(CA) 2 36" x 30'' INTERSECTION LANE CONTROL W1 -4L 1 30" x 30'' REVERSE CURVE LEFT 1 39201 1 29244 W1 3-1 (30) 1 24" x 24'' ADVISORY SPEED SC1 1 (CA) 1 42" x 30'' LANE CLOSED TH-41 R9-9 1 24" x 12'' SIDEWALK CLOSED R9-10 2 24" x 12'' SIDEWALK CLOSED, USE OTHER SIDE R9-11 1 24" x 12'' SIDEWALK CLOSED AHEAD, CROSS HERE 5A TH-48 SC1 1 (CA) 4 42" x 30'' LANE CLOSED TH-49 SC1 1 (CA) 1 42" x 30'' LANE CLOSED W4 -3R 1 36" x 36'' ADDED LANE W1 -4R 1 30" x 30'' REVERSE CURVE RIGHT W1 3-1 (30) 1 24" x 24'' ADVISORY SPEED TH-50 SC1 1 (CA) 2 42" x 30'' LANE CLOSED TH-52 C30A(CA) 1 48" x 48'' SHOULDER CLOSED W7 -3a (1 MILE) 1 24" x 18'' NEXT 1 MILE W21 -5bR (1 000 FT) 1 48" x 48'' RIGHT SHOULDER CLOSED W21-5 1 48" x 48'' SHOULDER WORK 0 2 3 TEMPORARY PAVEMENT QUANTITIES STAGE ROADWAY EXCAVATION HOT MIX ASPHALT ( TYPE A) CLASS 2 AGGREGATE BASE CY TON CY 1 A 39046 29638 1 9849 2A 274 238 167 3A 162 140 98 4A 213 185 130 TOTAL 1 39696 1 39201 1 29244 UNIT 2232 TRAFFIC HANDLING QUANTITIES PROJECT NUMBER & PHASE THO-2 0800000744 Q N o N� � 0 W w O O J j a- Ww a o� z O o 0 u Ll0 Ll O a O NOTES ( SHEETS DE -1 TO DE -4): 1 o SEE STANDARD PLAN Tl OA FOR MAINLINE CLOSURE. 20 SEE CONSTRUCTION AREA SIGNS AND STAGE CONSTRUCTION PLANS FOR ADDITIONAL x CONSTRUCTION AREA SIGNS. 3. EXACT LOCATION OF SIGNS TO BE DETERMINED BY THE ENGINEER° 4. SIGNS SHALL BE LOCATED APPROXIMATELY 100' AWAY FROM THE INTERSECTION° 5. SEE SHEET DE -5 FOR SIGN DETAILS° DETOUR STAGES: 1. STAGE 2A 2. STAGE 3 0 m� r w m �Q D Z w � U � U , U Ln w aw = U o U z 0 x F— ::r F— r)- C:) r cn z Q F— I O F— z w F— Q c LJ O X X Q O O m m O <Z) Ln LL x � � U z w o J � ~ J > ~ ~ a •- c c/7 U L N V) 0 a_ DETOUR No.l: FOR WB ROUTE 10 TRAFFIC > > Q > Q \Q, j > Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 294 624 S-u-� h Com--- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 LEGEND Mm CLOSURE LOCATION --- on- DIRECTION OF DETOUR TRAFFIC i DETOUR SIGN (PORTABLE) PCMs PORTABLE CHANGEABLE MESSAGE SIGN THIS PLAN ACCURATE FOR DETOUR WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800mg001 odgn IS IN INCHES UNIT 2232 SOON c �� ANN CHEAH - z w No. 52143 Exp. '\ CIVIL tiP ATF �F CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 R9 THE PCMS OLLOW: USE CITRUS EXIT 2ND FRAME ;MS L) DETOUR PLAN (WB ROUTE 10 CLOSURE AT CHERRY Ave) NO SCALE PROJECT NUMBER & PHASE DE -1 0800000744 a N N o Ln N \ N Ln n � 0 W w O o J j m Ww a o� z O o O u Ll0 Ll O a O C-- x 0 o' w o- w = a Q z w 0 _ U U � z o � z LL- Q z Q w z 0 U z 0 x F— ::r F— r)- C:) r cn z Q F— I O F— z w F— Q c LJ O X X Q O O m m O <Z) Ln LL x � � U z w o J � ~ J > ~ ~ a •- c c/7 U L N V) 0 a_ DETOUR No.l: FOR WB ROUTE 10 TRAFFIC > > Q > Q \Q, j > Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 294 624 S-u-� h Com--- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 LEGEND Mm CLOSURE LOCATION --- on- DIRECTION OF DETOUR TRAFFIC i DETOUR SIGN (PORTABLE) PCMs PORTABLE CHANGEABLE MESSAGE SIGN THIS PLAN ACCURATE FOR DETOUR WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800mg001 odgn IS IN INCHES UNIT 2232 SOON c �� ANN CHEAH - z w No. 52143 Exp. '\ CIVIL tiP ATF �F CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 R9 THE PCMS OLLOW: USE CITRUS EXIT 2ND FRAME ;MS L) DETOUR PLAN (WB ROUTE 10 CLOSURE AT CHERRY Ave) NO SCALE PROJECT NUMBER & PHASE DE -1 0800000744 a N N o Ln N \ N Ln n � 0 W w O o J j m Ww a o� z O o O u Ll0 Ll O a O x 0 J' m� r w m Q LL] D Z w � U � U , U Ln w aw = U o U 0 V / LL nw LL V I w a z o_ U Z w z Q w z 0 U z 0 x F - ::r F- r)— C:) r cn z Q F— I O F— z w F— Q o � c W O X X Q O C-) m m O Ln LL 0 0 X � � U z w o J L ~ J > ~ ~ U �L N (/7 V) 0 a_ 1 Q w U Z Q DETOUR STAGES: 1. STAGE 2A 2. STAGE 3 DETOUR No. 2: FOR EB ROUTE 10 TRAFFIC (1) Q) a Q)Q `o o � Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 295 624 S-u-� h Com--- 09-08-11. ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS SOON c ANN CHEAH - z w No. 52143 � z ,,\Exp T CIVIL tiP ATF �F CAL 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 THIS PLAN ACCURATE FOR DETOUR WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800mg002.dgn IS IN INCHES UNIT 2232 IE PCMS Wo USE ETIWANDA EXIT 2ND FRAME DETOUR PLAN (EB ROUTE 10 CLOSURE AT CHERRY Ave) NO SCALE PROJECT NUMBER & PHASE DE -2 0800000744 a N 0 0 N o0 � m Ln N as � 0 W w 0 0 J j m w w a o � z O o 0 u Ll0 Ll O a O x 0 0 w m cn o > w Lv L > w w o' Q 0 m� r w m �Q D Z w � U � U , U � Lf) W aw = U o U z O x � Q 0 cn z Q O z w Q o � c W O X X Q O O m m r -r- O Ln LL C-) �--� x � � U � " o z w o J � ~ J > c ~ a •— c c./7 U L N V) 0 a_ DETOUR STAGES: 1. STAGE 2C DETOUR No. 3: FOR SB CHERRY Ave, EB SLOVER Ave AND EB ROUTE 10 ON-RAMP TRAFFIC Q) � Q) x > a 0 a o' w o- a Q z w 0 _ U U � Z r_') � Z LL_ Q z Q z 0 U z O x � Q 0 cn z Q O z w Q o � c W O X X Q O O m m r -r- O Ln LL C-) �--� x � � U � " o z w o J � ~ J > c ~ a •— c c./7 U L N V) 0 a_ DETOUR STAGES: 1. STAGE 2C DETOUR No. 3: FOR SB CHERRY Ave, EB SLOVER Ave AND EB ROUTE 10 ON-RAMP TRAFFIC Q) Q) > > a > a Q) Q) xo > , Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 296 624 S-u-� h ct -t- 09-08-11. ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800mg003odgn THIS PLAN ACCURATE FOR DETOUR WORK ONLY. RELATIVE BORDER SCALE 0 2 3 IS IN INCHES UNIT 2232 1ST FRAME [Drnec �J IE PCMS Wo SOON c ANN CHEAH - z w No. 52143 � z Exp. sT CIVIL tiP ATF �F CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 USE ETIWANDA Ave 2ND FRAME USE ETIWANDA EXIT 2ND FRAME a N o cv cv � m Ln N as � 0 W w DETOUR PLAN ~~ O O �m -] (INTERSECTION OF CHERRY Ave QLL] AND SLOVER Ave CLOSURE) z z o o O NO SCALE 'o w DE -3 aO__� PROJECT NUMBER & PHASE 0800000744 x 0 0 w m cn o > w Lv L > w w o' Q 0 m� r w m �Q D Z w � U � U , U � Lf) W aw = U o U z 0 x F_ Q F_ O r cn z Q F_ I O F_ z w F_ Q o � w O X X Q O O m m O Ln LL C-) �--� X � � U z w o J � ~ J > ~ ~ a •- c c/7 U L N V) 0 a_ DETOUR STAGES: 1. STAGE 2C DETOUR No. 4: FOR NB CHERRY Ave, WB SLOVER Ave AND WB ROUTE 10 ON-RAMP TRAFFIC c__ Q) x > a 0 a o' w o- a Q z w 0 _ U U Z r) � Z LL_ Q z Q z 0 U z 0 x F_ Q F_ O r cn z Q F_ I O F_ z w F_ Q o � w O X X Q O O m m O Ln LL C-) �--� X � � U z w o J � ~ J > ~ ~ a •- c c/7 U L N V) 0 a_ DETOUR STAGES: 1. STAGE 2C DETOUR No. 4: FOR NB CHERRY Ave, WB SLOVER Ave AND WB ROUTE 10 ON-RAMP TRAFFIC Q) Q) Xo > , Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 297 624 S-u-� h ct --- 09-08-11. ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800mg004odgn &MY PCMS PCMS CD THIS PLAN ACCURATE FOR DETOUR WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 IE PCMS Wo SOON c ANN CHEAH - z w No. 52143 � z Exp. sT CIVIL tiP ATF �F CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 USE ETIWANDA Ave 2ND FRAME DETOUR PLAN (INTERSECTION OF CHERRY Ave AND SLOVER Ave CLOSURE) NO SCALE PROJECT NUMBER & PHASE DE -4 0800000744 N Q O o ll�T N N as � 0 W w 00 J j m w w a o � z O o 0 u Ll0 Ll O a O Q) > > a > a Q) Q) Xo > , Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 297 624 S-u-� h ct --- 09-08-11. ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800mg004odgn &MY PCMS PCMS CD THIS PLAN ACCURATE FOR DETOUR WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 IE PCMS Wo SOON c ANN CHEAH - z w No. 52143 � z Exp. sT CIVIL tiP ATF �F CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 USE ETIWANDA Ave 2ND FRAME DETOUR PLAN (INTERSECTION OF CHERRY Ave AND SLOVER Ave CLOSURE) NO SCALE PROJECT NUMBER & PHASE DE -4 0800000744 N Q O o ll�T N N as � 0 W w 00 J j m w w a o � z O o 0 u Ll0 Ll O a O x 0 DETOUR M4-10 (Rt) DETOUR SC3 (CA) LM!ETOUR M4-10 (Lt) INTERATE INTERSTATE TERSTATE END r—L DETOUR W20-2 DETOUR M4 -8a 10 G27-2 (CA) 10 G27-2 (CA) 10 G27-2 (CA) AHEAD \ WEST M3-4 WEST M3-4 WEST M3-4 CHERRY Ave mOU R M INTERSTATE 0 10 �z w Ln w WEST aw = wo � x 0 > w 0 L w w = a Q z w 0 = U z o � z w Q z Q w w z 0 u z 0 X Q O C:) cn z Q F— I 0 F— z w F— Q o � c W O X X Q O O m m O Ln LL C E� X � � U II � LL z w o J � ~ I > ~ ~ a •— c c/7 U L N V) 0 a- BORDER EAST REVISED 7/2/2010 D3-2 M4-10 (Rt) G27-2 (CA) M3-4 D3-2 M4-10 (Lt) G27-2 (CA) M3-4 O O USERNAME=>p0026551 DGN FILE => 846800mg005.dgn D3-2 SC3 (CA) G27-2 (CA) M3-4 D3-2 M4-10 (Rt) 0 SLOVER Ave ♦ DETOUR O D3-2 M4-10 (Lt) G27-2 (CA) M3-4 D3-2 SC3 (CA) RELATIVE BORDER SCALE IS IN INCHES O O CHERRY Ave SLOVER Ave DETOUR 0 D3-2 M4-10 (Rt) D3-2 D3-2 M4-10 (Rt) 0 2 3 0 0 D3-2 SC3 (CA) D3-2 D3-2 M4-10 (Lt) UNIT 2232 Dist COUNTY O© POST MILES I I � m 0 w n o LLLI > DETOUR M4-10 (Rt) '► DETOUR SC3 (CA) M4-10 (Lt) K77 > w w 10 12.3/14.1 298 � Q INTERSTATE 10 G27-2 (CA) 1-f FEAST M3-2 INTERSTATE 10 G27-2 (CA) EAST M3-2 G27-2 (CA) EAST M3-2 ROFESS10 z Q � z Q as SOON JY ANN CHEAH 0 © O C) o OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� tiP THE ACCURACY OR COMPLETENESS > Q z Q 0 PARSONS W 0 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 CHERRY Ave mOU R M INTERSTATE 0 10 �z w Ln w WEST aw = wo � x 0 > w 0 L w w = a Q z w 0 = U z o � z w Q z Q w w z 0 u z 0 X Q O C:) cn z Q F— I 0 F— z w F— Q o � c W O X X Q O O m m O Ln LL C E� X � � U II � LL z w o J � ~ I > ~ ~ a •— c c/7 U L N V) 0 a- BORDER EAST REVISED 7/2/2010 D3-2 M4-10 (Rt) G27-2 (CA) M3-4 D3-2 M4-10 (Lt) G27-2 (CA) M3-4 O O USERNAME=>p0026551 DGN FILE => 846800mg005.dgn D3-2 SC3 (CA) G27-2 (CA) M3-4 D3-2 M4-10 (Rt) 0 SLOVER Ave ♦ DETOUR O D3-2 M4-10 (Lt) G27-2 (CA) M3-4 D3-2 SC3 (CA) RELATIVE BORDER SCALE IS IN INCHES O O CHERRY Ave SLOVER Ave DETOUR 0 D3-2 M4-10 (Rt) D3-2 D3-2 M4-10 (Rt) 0 2 3 0 0 D3-2 SC3 (CA) D3-2 D3-2 M4-10 (Lt) UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL N TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 298 624 S-u-� h Com--- � m 09-08-1 1 ROFESS10 REGISTERED CIVIL ENGINEER DATE N as SOON ANN CHEAH 09-08-11 52143 PLANS APPROVAL DATE w No. 7-1 � z THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS Exp. C I V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF /-///S PIAN SHEET 0 PARSONS W SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 O SLOVER Ave * DETOUR INTERSTATE 10 �"Ff EAST u D3-2 M4-10 (Lt) D3-2 SC3 (CA) G27-2 (CA) M3-4 DETOUR PLAN 1 1 m w w (SIGN DETAILS) zO P O NO SCALE 1 0 O DE -5 �I a O PROJECT NUMBER & PHASE Q N co o Ln cv � m Ln N as � 0 W w DETOUR PLAN 1 1 m w w (SIGN DETAILS) zO P O NO SCALE 1 0 O DE -5 �I a O PROJECT NUMBER & PHASE x 0 0 LLI m cn o > LLI LLI L > LLI LL o' Q 0 mI r LLI m �Qo Z LLI U U � U � Lf) U a Lw = Uo U z O x F - ::r F- r) - C:) r cn z Q F- I O F - z w F- a w o 0 x X Q O � � z 0 m m O O Ln U �--� x � � U � " o w o J L ~ J > ~ ~ U �L N (/7 V) 0 a_ TEMPORARY CONTROL SIGNS SHEET C-- SIGN CODE x SIGN MESSAGE WOOD POST No. OF SIGNS 0 POST SIZE DE -1 (Z) W20-2 48" x 48'' DETOUR AHEAD 1 4" x 6" o' © LLI 30" x 24'' END DETOUR o - 4" x 6" 2 U © M4-10 (Rt) 48" x 18'' DETOUR (WITH RIGHT ARROW) 1 4" x 6" 5 G27-2 (CA) a a M3-4 z w 0 = 36" x 12'' DETOUR (WITH UP ARROW) U 4" x 6" 4 G27-2 (CA) 24" x 24'' U � 26" x 12'' z o OE U z DETOUR (WITH LEFT ARROW) LL- a 5 G27-2 (CA) 24" x 24'' I-10 (INTERSTATE ROUTE MARKER) z 26" x 12'' WEST Q OA W20-2 48" x 48'' DETOUR AHEAD 1 4" x 6" 8 U M4 -8a 30" x 24'' END DETOUR 1 4" x 6" z OF 0 48" x 18'' DETOUR (WITH RIGHT ARROW) U 4" x 6" z O x F - ::r F- r) - C:) r cn z Q F- I O F - z w F- a w o 0 x X Q O � � z 0 m m O O Ln U �--� x � � U � " o w o J L ~ J > ~ ~ U �L N (/7 V) 0 a_ TEMPORARY CONTROL SIGNS SHEET SIGN No. SIGN CODE PANEL SIZE SIGN MESSAGE WOOD POST No. OF SIGNS No. OF POSTS POST SIZE DE -1 (Z) W20-2 48" x 48'' DETOUR AHEAD 1 4" x 6" 7 © M4 -8a 30" x 24'' END DETOUR 1 4" x 6" 2 © M4-10 (Rt) 48" x 18'' DETOUR (WITH RIGHT ARROW) 1 4" x 6" 5 G27-2 (CA) 24" x 24'' I-10 (INTERSTATE ROUTE MARKER) M3-4 26" x 12'' WEST OD SC3 (CA) 36" x 12'' DETOUR (WITH UP ARROW) 1 4" x 6" 4 G27-2 (CA) 24" x 24'' I-10 (INTERSTATE ROUTE MARKER) M3-4 26" x 12'' WEST OE M4-10 (Lt) 48" x 18'' DETOUR (WITH LEFT ARROW) 1 4" x 6" 5 G27-2 (CA) 24" x 24'' I-10 (INTERSTATE ROUTE MARKER) M3-4 26" x 12'' WEST DE -2 OA W20-2 48" x 48'' DETOUR AHEAD 1 4" x 6" 8 © M4 -8a 30" x 24'' END DETOUR 1 4" x 6" 1 OF M4-10 (Rt) 48" x 18'' DETOUR (WITH RIGHT ARROW) 1 4" x 6" 7 G27-2 (CA) 24" x 24'' I-10 (INTERSTATE ROUTE MARKER) M3-2 26" x 12'' EAST © SC3 (CA) 36" x 12'' DETOUR (WITH UP ARROW) 1 4" x 6" 4 G27-2 (CA) 24" x 24'' I-10 (INTERSTATE ROUTE MARKER) M3-2 26" x 12'' EAST OH M4-10 (Lt) 48" x 18'' DETOUR (WITH LEFT ARROW) 1 4" x 6" 6 G27-2 (CA) 24" x 24'' I-10 (INTERSTATE ROUTE MARKER) M3-2 26" x 12'' EAST DE -3 OA W20-2 48" x 48'' DETOUR AHEAD 1 4" x 6" 4 © M4 -8a 30" x 24'' END DETOUR 1 4" x 6" 1 OF M4-10 (Rt) 48" x 18'' DETOUR (WITH RIGHT ARROW) 1 4" x 6" 2 G27-2 (CA) 24" x 24'' I-10 (INTERSTATE ROUTE MARKER) M3-2 26" x 12'' EAST © SC3 (CA) 36" x 12'' DETOUR (WITH UP ARROW) 1 4" x 6" 1 G27-2 (CA) 24" x 24'' I-10 (INTERSTATE ROUTE MARKER) M3-2 26" x 12'' EAST OH M4-10 (Lt) 48" x 18'' DETOUR (WITH LEFT ARROW) 1 4" x 6" 1 G27-2 (CA) 24" x 24'' I-10 (INTERSTATE ROUTE MARKER) M3-2 26" x 12'' EAST OI D3-2 72" x 12'' CHERRY Ave 1 4" x 6" 2 M4-10 (Rt) 48" x 18'' DETOUR (WITH RIGHT ARROW) OJ D3-2 72" x 12'' CHERRY Ave 1 4" x 6" 4 SC3 (CA) 36" x 12'' DETOUR (WITH UP ARROW) OK D3-2 72" x 12'' CHERRY Ave 1 4" x 6" 2 M4-10 (Lt) 48" x 18'' DETOUR (WITH LEFT ARROW) ® D3-2 72" x 12'' CHERRY Ave 1 4" x 6" 2 D3-2 72" x 12'' SLOVER Ave M4-10 (Lt) 48" x 18'' DETOUR (WITH LEFT ARROW) ® D3-2 72" x 12'' SLOVER Ave 1 4" x 6" 1 SC3(CA) 36" x 12'' DETOUR (WITH UP ARROW) G27-2 (CA) 24" x 24'' I-10 (INTERSTATE ROUTE MARKER) M3-2 26" x 12'' EAST OS D3-2 72" x 12'' SLOVER Ave 1 4" x 6" 1 M4-10 (Lt) 48" x 18'' DETOUR (WITH LEFT ARROW) G27-2 (CA) 24" x 24'' I-10 (INTERSTATE ROUTE MARKER) M3-2 26" x 12'' EAST BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800mh001 odgn IS IN INCHES 0 2 3 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 299 624 S-u-� h Com--- —09-08-11 R 0 �FESS� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH w No. 52143 � z Exp. Is CIVIL tiP qTF OF CAL Ll oo � 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 DETOUR QUANTITIES PROJECT NUMBER & PHASE DEQ -1 0800000744 N Q 0 0 Ln LLI� 0 W w 0 O J j m Ww a o� z o o O u LlO Ll O a O x 0 0 w m cn o > w w L > w w o' Q 0 mI r w m �Qo �z w U U � U � (n U aw = Uo U z O x F- F - r z Q F- I O F - z w F— a w � o o 0 x X Q O � � Z 0 m m O O Ln U �--� X � ^ U II ^ LL E II O ^ Z LUJ o II L LJJ Q) J> ~ ~ U �L N (/7 V) 0 a_ TEMPORARY CONTROL SIGNS SHEET C-- SIGN CODE x SIGN MESSAGE WOOD POST No. OF SIGNS 0 POST SIZE DE -4 (Z) W20-2 48" x 48'' DETOUR AHEAD 1 4" x 6" o' © w 30" x 24'' END DETOUR o - 4" x 6" 2 U © M4-10 (Rt) 48" x 18'' DETOUR (WITH RIGHT ARROW) 1 4" x 6" 1 G27-2 (CA) a a M3-4 z w 0 = 72" x 12'' CHERRY Ave U 4" x 6" 1 M4-10 (Rt) 48" x 18'' U � OJ Z r) CHERRY Ave U Z 1 LL- Q DETOUR (WITH UP ARROW) © D3-2 Z CHERRY Ave 1 Q 2 M4-10 (Rt) 48" x 18'' DETOUR (WITH RIGHT ARROW) G27-2 (CA) 24" x 24'' I-10 (INTERSTATE ROUTE MARKER) M3-4 U WEST OM D3-2 72" x 12'' Z 1 4" x 6" 0 SC3 (CA) 36" x 12'' U G27-2 (CA) z O x F- F - r z Q F- I O F - z w F— a w � o o 0 x X Q O � � Z 0 m m O O Ln U �--� X � ^ U II ^ LL E II O ^ Z LUJ o II L LJJ Q) J> ~ ~ U �L N (/7 V) 0 a_ TEMPORARY CONTROL SIGNS SHEET SIGN No. SIGN CODE PANEL SIZE SIGN MESSAGE WOOD POST No. OF SIGNS No. OF POSTS POST SIZE DE -4 (Z) W20-2 48" x 48'' DETOUR AHEAD 1 4" x 6" 2 © M4 -8a 30" x 24'' END DETOUR 1 4" x 6" 2 © M4-10 (Rt) 48" x 18'' DETOUR (WITH RIGHT ARROW) 1 4" x 6" 1 G27-2 (CA) 24" x 24'' I-10 (INTERSTATE ROUTE MARKER) M3-4 26" x 12'' WEST OI D3-2 72" x 12'' CHERRY Ave 1 4" x 6" 1 M4-10 (Rt) 48" x 18'' DETOUR (WITH RIGHT ARROW) OJ D3-2 72" x 12'' CHERRY Ave 1 4" x 6" 1 SC3 (CA) 36" x 12'' DETOUR (WITH UP ARROW) © D3-2 72" x 12'' CHERRY Ave 1 4" x 6" 2 M4-10 (Rt) 48" x 18'' DETOUR (WITH RIGHT ARROW) G27-2 (CA) 24" x 24'' I-10 (INTERSTATE ROUTE MARKER) M3-4 26" x 12'' WEST OM D3-2 72" x 12'' CHERRY Ave 1 4" x 6" 2 SC3 (CA) 36" x 12'' DETOUR (WITH UP ARROW) G27-2 (CA) 24" x 24'' I-10 (INTERSTATE ROUTE MARKER) M3-4 26" x 12'' WEST ON D3-2 72" x 12'' CHERRY Ave 1 4" x 6" 1 M4-10 (Lt) 48" x 18'' DETOUR (WITH LEFT ARROW) G27-2 (CA) 24" x 24'' I-10 (INTERSTATE ROUTE MARKER) M3-4 26" x 12'' WEST © D3-2 72" x 12'' CHERRY Ave 1 4" x 6" 2 D3-2 72" x 12'' SLOVER Ave M4-10 (Rt) 48" x 18'' DETOUR (WITH RIGHT ARROW) OT D3-2 72" x 12'' SLOVER Ave 1 4" x 6" 1 M4-10 (Rt) 48" x 18'' DETOUR (WITH RIGHT ARROW) OU D3-2 72" x 12'' SLOVER Ave 1 4" x 6" 1 SC3 (CA) 36" x 12'' DETOUR (WITH UP ARROW) PORTABLE CHANGEABLE MESSAGE SIGN SHEET PCMS (EA) DE -1 1 DE -2 1 DE -3 4 DE -4 2 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800mh002.dgn IS IN INCHES 0 2 3 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 300 624 S-u-� h Com--- —09-08-11 R 0 �FESS� REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH w No. 52143 � z ��Exp��' _ OF CAL 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 DETOUR QUANTITIES PROJECT NUMBER & PHASE DEQ -2 0800000744 N Q Ln Ln o � N o0 Ln � 0 W w 0 O J j m w LL] a o � z O o O u I O Ll O a O X Q w U Q z O O cn LEGEND: No° PAVEMENT DELINEATION DETAIL NUMBER CHANGE IN PAVEMENT DELINEATION DETAILS TYPE F DELINEATOR (CLASS 1) 0 TYPE G DELINEATOR (CLASS 1) 10 z � w F- a W a IQI X � a U 0 w o �v BORDER EAST REVISED 7/2/2010 652+15 NOTES ( SHEETS PD -1 TO PD -1 2 ONLY): 1. ALL CONFLICTING STRIPING SHALL BE REMOVED. 2° ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED. 3° THE EXACT LOCATION OF PAVEMENT MARKINGS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD° 4° 4'' WHITE STRIPES AT APPROACHES OR DEPARTURES OF AN INTERSECTION ARE TYPICALLY 50' LONG. MATCH Exist STRIPING _ I X— --------------- II I I I ----- - - - - - - - - -- L_L_ III X _�----------------------_----------------_ - - --- ---® ---- ---____-_� X B X X x X� X X - X X X - - -- - - - - - - - - - - - - - - - - - - - - --- II � ` X Dist COUNTY ROUTE POST MILES SHEET TOTAL 18' 12 18 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 301 624 � o 09-08-11 N ROFESS10 REGISTERED CIVIL ENGINEER DATE a e tiq� �N � SOON ANN CHEAH 09-08-11 C -D 52143 PLANS APPROVAL DATE � No. z THE S TA TF OF CAL IFORNIA OR ITS OFF/CEPS E x p. CI V I L OR AGENTS SHALL NOT BE RESPONSIBLE FOR J' tiP THE ACCURACY OR COMPLETENESS OF SCANNED 4)F of CAL,F��� COPIES OF TH/S RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 0 1170 W 3RD STREET SUITE 200 J SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 a II -----_--- ASPH III I I I I I II I� X - i -jX u� _ - X— XX ---- - - - - ---- - - - - -- ----- — — — — — — — — — — — — — — UB — — — — — Q ---- u ° UB UB F F IIB ate L— — — — — — — — — — — — — — — 12-7- X 4 655 C4 NOTES \ L— 27B 13 Mod ------------- 'I-10'' LINE ASPH +95 TYPE VI ARROW 660 ASPH i X --- -- I- _ 27B 25 CONC EB Rte 10 coNc SBD _ _ - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - ASPH - - - - ASPH tl i< x_ X X X X X UP RR I. -i DIRT DETAIL 13 Mod X X AQ' LE TYPE A MARKER 4'� 4'' WHITE TYPE G MARKER FOR DETAIL 13 MODIFIED, MARKERS SHALL BE INSTALLED PRIOR TO INSTALLATION OF THERMOPLASTIC STRIPE° N.T.S. USERNAME=>p0026551 DGN FILE => 846800ncOCI.dgn X THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. RELATIVE BORDER SCALE 0 2 3 is IN INCHES I � I � I � I X �— X 0 10 0 12' o _ 12 0 _ 12' + N _ 1 2' Q0 o 12' `� w 4 +-w ul) w = w cn z w -J III cf) U I— X X- T 18' 12 18 LE TYPE A MARKER 4'� 4'' WHITE TYPE G MARKER FOR DETAIL 13 MODIFIED, MARKERS SHALL BE INSTALLED PRIOR TO INSTALLATION OF THERMOPLASTIC STRIPE° N.T.S. USERNAME=>p0026551 DGN FILE => 846800ncOCI.dgn X THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. RELATIVE BORDER SCALE 0 2 3 is IN INCHES I � I � I � I X �— X 0 10 0 12' o _ 12 0 _ 12' + N _ 1 2' Q0 o 12' `� w 4 +-w ul) w = w cn z w -J III cf) U I— X X- PAVEMENT DELINEATION PLAN z 0 SCALE: 1"=50' UNIT 2232 PROJECT NUMBER &PHASE w PD -1 <0 --� O N 0 0 N � o N o0 �N 00 LULU 0 0 J J a LU LU a o � PAVEMENT DELINEATION PLAN z 0 SCALE: 1"=50' UNIT 2232 PROJECT NUMBER &PHASE w PD -1 <0 --� O X J' z w cn z O cn O Y Q U Q 0 w o' 0 > o' w o- w a z 0 U z w z Q w z 0 U z 0 X ~ Q 0 z Q O F— z w F- rrQ w 0 Q� z� o� X � Q U 0 w o F F -v rNmWME ! SEE PD -1 FOR NOTES AND LEGENDS. J I � II II ASPH I X X II II ASPH II II _____--------- IX II -- -- - - - - - - - - - - - ----- -----GONG _———— - - - - - � 11-- 11 X X -- - - - - - - - - - - - ----------- X - - -- -� ---------------- I X X X ___-X--------X------ +45 1 3 Mod D u n 01 0 _ - - 0 12�— — — — — — — — — — — — _ — — — — — — — — — — WB Rte 10— + 12'- - - - - - - - - - - -' - - - - - - - - - - - - - - TYPE VI ARROW (2 EA) F 27B F D � QQ 1 2' F- 01 665 5 6 w + W (n cn w z w w u - - - f— - - - - - - - - - - - - - - - ASPH - BORDER EAST REVISED 7/2/2010 X /5 X X X 670 11I-10" LINE 1 i X Dist Lo ROUTE POST MILES SHEET O r, TOTAL PROJECT No. SHEETS 08 SBd 10 F 302 624 S-0-� h Ct---t- u n 01 0 _ - - 0 12�— — — — — — — — — — — — _ — — — — — — — — — — WB Rte 10— + 12'- - - - - - - - - - - -' - - - - - - - - - - - - - - TYPE VI ARROW (2 EA) F 27B F D � QQ 1 2' F- 01 665 5 6 w + W (n cn w z w w u - - - f— - - - - - - - - - - - - - - - ASPH - BORDER EAST REVISED 7/2/2010 X /5 X X X 670 11I-10" LINE 1 i X Dist COUNTY ROUTE POST MILES SHEET TOTAL r, TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 302 624 S-0-� h Ct---t- 09-08-1 1 N ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� ,N �a SOON ANN CHEAH � 09-08-11 CDuj 52143 PLANS APPROVAL DATE No. THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS E x p. CIV IL OR AGENTS SHAL L NOT BE RESPONSIBL E FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL,F��� COPIES OF TH/S PIAN SHEET PARSONS SANBAC 3200 EAST GUASTI ROAD 0 1170 W 3RD STREET SUITE 200 J SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 zoa X-- 0-) 8 X =X- ------------- --------- -- - - -- - 100 --CE) 1 2' o _12' Ln + rn 12/ �o 12/1 o f— �w I cn w F 7 1� 6 A 7 - w U) _ — z W J _12' w 12 12/ CONC - 12 - - - X X - SBD - o - - - - 12 ' Q EB Rte 10 - 12' - ----- I N11 12 - - - - - - - - - - - ASPH - 12 - - - - n' X X � D I R X X _ h X O X �—TA/ �1� �� � ' M TCH Exist STRIPING Ll USERNAME=>p0026551 DGN FILE => 846800na002.dgn X X- 673+70 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 is IN INCHES I � I � I � I X XFX D I RT_ 37 25 X F OWN PAVEMENT DELINEATION PLAN zo 00 SCALE: 1 "=50' w o PD -2 �o 0 UNIT 2232 PROJECT NUMBER &PHASE 0800000744 r, N O II 0 0 N o0 ,N 00 ww 0 p J J W W I-- < O H PAVEMENT DELINEATION PLAN zo 00 SCALE: 1 "=50' w o PD -2 �o 0 UNIT 2232 PROJECT NUMBER &PHASE 0800000744 x 0 U m Un o > III w u� > > w w n- Q 0 J' om r w m a� o _j z W D U— U J Vn W aw = U � U 0 w U Ln a z 0 U z U z Q U z 0 U Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 303 624 S-0-� h Ct—t- 09-08-1 1 ROFESS10 REGISTERED CIVIL ENGINEER DATE a e � DETAIL 8/10 � SOON NOTE: ANN CHEAH z 48' 09-08-11 52143 m SEE PD -1 FOR NOTES AND LEGENDS. PLANS APPROVAL DATE "°' 8/ 8 ' 16/ 8 81111E STATE OF CAL IF01'?NI,4 OR 1 TS OFFICERS Exp. OR AGENTS SHALL NOT BE 1?E5P0/519L E FOR sT CIVIL tiP 0I C) 0 D E, THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL 1F COPIES OF THIS PLAN SHEET, 4' 4�� PARSONS SANBAG TYPE A 4'' WHITE TYPE G SUITE E200 AST GUASTI ROAD 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 FOR DETAIL 8/109 MARKERS SHALL BE INSTALLED PRIOR TO INSTALLATION OF THERMOPLASTIC STRIPE° N.T.S. X L J CONS Mod 25 "R1 " 678+95 8 _F_ 10 0 12/ ---- 12'6 O — — — — Ln 12 _ - 127 o 12T — — — — a 12' w I— 8 w cn c=i� w � �od�l z Lu J 12'— cf' 1 2 z x w 12— z O — x x Q > Q V OY U Q � o Q 0 w J' om r w m a� o _j z W D U— U J Vn W aw = U � U 0 w U Ln a z 0 U z U z Q U z 0 U Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 303 624 S-0-� h Ct—t- 09-08-1 1 ROFESS10 REGISTERED CIVIL ENGINEER DATE a e � DETAIL 8/10 � SOON NOTE: ANN CHEAH z 48' 09-08-11 52143 m SEE PD -1 FOR NOTES AND LEGENDS. PLANS APPROVAL DATE "°' 8/ 8 ' 16/ 8 81111E STATE OF CAL IF01'?NI,4 OR 1 TS OFFICERS Exp. OR AGENTS SHALL NOT BE 1?E5P0/519L E FOR sT CIVIL tiP 0I C) 0 D E, THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL 1F COPIES OF THIS PLAN SHEET, 4' 4�� PARSONS SANBAG TYPE A 4'' WHITE TYPE G SUITE E200 AST GUASTI ROAD 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 FOR DETAIL 8/109 MARKERS SHALL BE INSTALLED PRIOR TO INSTALLATION OF THERMOPLASTIC STRIPE° N.T.S. X L J CONS Mod 25 "R1 " 678+95 8 _F_ 10 0 12/ ---- 12'6 O — — — — Ln 12 _ - 127 o 12T — — — — a 12' w I— 8 w cn c=i� w � �od�l z Lu J 12'— cf' 1 2 Q X z w I I I - I I I ASPH L — — — CONC _ _j I X "R1" 681+67 �X "CAR" (1 EA) ''POOL'' (1 EA) "LANE" (1 EA) DIAMOND SYMBOL (2 EA) 27B J ''R1 " 688+64 - LI L E - 1 25A 697+ NT R A - g E �� F CHER G F C�_p,MP V a r X 6g5 G F „R2LINE ----- G F R A 12 F R1 LINE F - - D _ IZ F 1 F 0 _ - - - 12 F G �- 8 - - - - - - 12/ 10 _ - - - -6 _ -�� t _ - - - _ 12 1 2 - - - 6-8 5 - - _ - -tlV B =R - _ - - 12 - �� 3- - - - - - - - - - _ - - - _ _ - _ _ - -1 - 12 - A LINE - - - - - - - - - - - 6g0 1 — — — — — — SBD - 1 0 — — — — — — — -re �p _ — o�— 1 C� -10'' LINE 680 - n � _ - - - - _ - - -� � � � HYPE III (L) ARROW (1 EA) 0 � LLJ _ G 1 z °_ LINE 3 4 'G O9 6 1 2' J+ w -c B G G8 - _ w 1 Sao 06 G�7 - - - - - 12, _ &S 0 3 8 5 —_ �_ 1 2 - - - 1 2 u cn 1 2 ��R3�� LINE -- � - - - - E� a VE E�CIT RAMP C ERRY A A Q - o — X TF Q ° z O X � Q U Li O w o F DIRT X X X XC_j X THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => P0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800na003.dgn IS IN INCHES i i i X- TYPE III ARROW (1 E _X— X- N Ln i � o N o0 38 � N 00 ww 0 0 J J 0- a - W W a PAVEMENT DELINEATION PLAN o O SCALE: 1 "=50' w o �o PD -3 ~ I a O O UNIT 2232 PROJECT NUMBER & PHASE 0800000744 12— 1-12— — x x Q Q 12' Q X z w I I I - I I I ASPH L — — — CONC _ _j I X "R1" 681+67 �X "CAR" (1 EA) ''POOL'' (1 EA) "LANE" (1 EA) DIAMOND SYMBOL (2 EA) 27B J ''R1 " 688+64 - LI L E - 1 25A 697+ NT R A - g E �� F CHER G F C�_p,MP V a r X 6g5 G F „R2LINE ----- G F R A 12 F R1 LINE F - - D _ IZ F 1 F 0 _ - - - 12 F G �- 8 - - - - - - 12/ 10 _ - - - -6 _ -�� t _ - - - _ 12 1 2 - - - 6-8 5 - - _ - -tlV B =R - _ - - 12 - �� 3- - - - - - - - - - _ - - - _ _ - _ _ - -1 - 12 - A LINE - - - - - - - - - - - 6g0 1 — — — — — — SBD - 1 0 — — — — — — — -re �p _ — o�— 1 C� -10'' LINE 680 - n � _ - - - - _ - - -� � � � HYPE III (L) ARROW (1 EA) 0 � LLJ _ G 1 z °_ LINE 3 4 'G O9 6 1 2' J+ w -c B G G8 - _ w 1 Sao 06 G�7 - - - - - 12, _ &S 0 3 8 5 —_ �_ 1 2 - - - 1 2 u cn 1 2 ��R3�� LINE -- � - - - - E� a VE E�CIT RAMP C ERRY A A Q - o — X TF Q ° z O X � Q U Li O w o F DIRT X X X XC_j X THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => P0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800na003.dgn IS IN INCHES i i i X- TYPE III ARROW (1 E _X— X- N Ln i � o N o0 38 � N 00 ww 0 0 J J 0- a - W W a PAVEMENT DELINEATION PLAN o O SCALE: 1 "=50' w o �o PD -3 ~ I a O O UNIT 2232 PROJECT NUMBER & PHASE 0800000744 X NOTE: SEE PD -1 FOR NOTES AND LEGENDS. IIIL009. 3 —X—A CONC I 1 54 O L IJ-) -L 0 J w w z w J Ld— � U a X 29 9 38 +96 —�XLIMIF INE - 12I WHITE R=1040 CROSSWALKS -12'' WHITE (j yp) 25A 16+79 BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800na004.dgn SEE SHEET PD -5 MATCH LINE Sta 23+50.00 I N N I(v ICV N N N N NI N d- I I Iom FWY I I i IEB I I I II III _ I III IIqj I III I 18' _ 12 z r X w m 12' cn z o No. O W SBd 10 > 304 cn U J U) w 09-08-11 O v C:) U SOON F � o NOTE: SEE PD -1 FOR NOTES AND LEGENDS. IIIL009. 3 —X—A CONC I 1 54 O L IJ-) -L 0 J w w z w J Ld— � U a X 29 9 38 +96 —�XLIMIF INE - 12I WHITE R=1040 CROSSWALKS -12'' WHITE (j yp) 25A 16+79 BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800na004.dgn SEE SHEET PD -5 MATCH LINE Sta 23+50.00 I N N I(v ICV N N N N NI N d- I I Iom FWY I I i IEB I I I II III _ I III IIqj I III I 18' _ 12 om r ROUTE w m 12' LL] a� o No. -J z W SBd 10 12.3/14.1 304 U - U J U) w 09-08-11 aw = U r-) U NOTE: SEE PD -1 FOR NOTES AND LEGENDS. IIIL009. 3 —X—A CONC I 1 54 O L IJ-) -L 0 J w w z w J Ld— � U a X 29 9 38 +96 —�XLIMIF INE - 12I WHITE R=1040 CROSSWALKS -12'' WHITE (j yp) 25A 16+79 BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800na004.dgn SEE SHEET PD -5 MATCH LINE Sta 23+50.00 I N N I(v ICV N N N N NI N d- I I Iom FWY I I i IEB I I I II III _ I III IIqj I III I 18' _ 12 Dist COUNTY ROUTE 1 2 ' 1' 12' LL] TOTAL PROJECT No. w 08 SBd 10 12.3/14.1 304 624 w a 09-08-11 a w z SOON F O U 09-08-11 52143 m x PLANS APPROVAL DATE � No. v Q z THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS PL AN SHEET, PARSONS -L- o 3200 EAST GUASTI ROAD 0 SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 z Q w w z O/� U NOTE: SEE PD -1 FOR NOTES AND LEGENDS. IIIL009. 3 —X—A CONC I 1 54 O L IJ-) -L 0 J w w z w J Ld— � U a X 29 9 38 +96 —�XLIMIF INE - 12I WHITE R=1040 CROSSWALKS -12'' WHITE (j yp) 25A 16+79 BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800na004.dgn SEE SHEET PD -5 MATCH LINE Sta 23+50.00 I N N I(v ICV N N N N NI N d- I I Iom FWY I I i IEB I I I II III _ I III IIqj I III I 18' _ 12 Dist COUNTY ROUTE 1 2 ' 1' 12' j' 12 20' 25A v� TYPE IV(L) ARROW (14 EA) MENEM 1 0-� N + 2 0 10 4, 10 4, .� +48 0 9 K , L X 27B v � x 37B x N Y" (2 EAS o o- ''FWY,' (2 EA) I -----I 11 ASPH II EB 2 EA I 11 0 R=102' z1 11 01 I J ll I ASPH I r� R -n 4 n- nil n II t- 12 12' 12 t1 1 ?/ - 12' 20' o� R I I I (6 EA) 39 `n I I I I CONC co-- I I 17/1 0 I I I/ 12 WIC I a 2b' C -C 450 ( y) IJP----- "'� 9 h I xF— LdJ x I I I I Ir 180 II I T T � I I U) 0 29 I I i I I 'X I I J w 11 I l 11 J Lij X X = w III I ► I J� l u � BIKE 3 (4 EA) I Ld , z �� O Q x � I � "LANE" (4 EA) I I I I J II u II 9 BIKE LANE I I I I I I I + 17 37 ARROW (4 EA) I I I I Q `I Lh 37B 39 15+40 TII III II MATCH Exist STRIPING III I I I I III 16+08 III I I �> I I III III Q Ln III 16+39 III Lli III I I� I I I I I III I I III I I � I I I III I I S I i I THIS PLAN PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES 1� I I ASPH I I X J — — - — —cm- \ O 1 CONC I X XI i UNIT 2232 XI I I CONC I 75j I F X x -��— — — —— — —— __ — SLOVER Ave 2-5 "S�� LINE X X rn - -- 29 �+ T6- ASPH X X X- 9 9 X- �-D 28+55 MATCH Exist STRIPING _ASPS - _ - SLOVER Ave _ 9 30 ASPH ---�---------- - - -- -— — 1 � IrI KI 0 I-- = N 0 `n o w J z IJ ,--, m J = w U W I— c.n I� N N N° � N M n II n ww 00 00 J J a- a - W W H g PAVEMENT DELINEATION PLAN o O 20 SCALE: 1 'I=50' > 0 PROJECT NUMBER & PHASE w PD -4 J O 0800000744 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 304 624 S-u-� h '24---t- 09-08-11 REGISTERED CIVIL ENGINEER DATE �o QR�FESSIpN�� SOON F ANN CHEAH `z 09-08-11 52143 m x PLANS APPROVAL DATE � No. THE STATE OF CAL IFORNI,4 OR 1 T OFFICERS ix Exp. CIVIL OR AGENTS SHALL NOT BE 1?E5P0N519L E FOR ST �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL IV COPIES OF THIS PL AN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 X J — — - — —cm- \ O 1 CONC I X XI i UNIT 2232 XI I I CONC I 75j I F X x -��— — — —— — —— __ — SLOVER Ave 2-5 "S�� LINE X X rn - -- 29 �+ T6- ASPH X X X- 9 9 X- �-D 28+55 MATCH Exist STRIPING _ASPS - _ - SLOVER Ave _ 9 30 ASPH ---�---------- - - -- -— — 1 � IrI KI 0 I-- = N 0 `n o w J z IJ ,--, m J = w U W I— c.n I� N N N° � N M n II n ww 00 00 J J a- a - W W H g PAVEMENT DELINEATION PLAN o O 20 SCALE: 1 'I=50' > 0 PROJECT NUMBER & PHASE w PD -4 J O 0800000744 x 0 J' x m 0 w w m z w z O V) O rr Q w 0 w w w Q 0 M r w m �ao �z w U , U __j Lf) W aw = U o U Z O F– F— r)— C:) – I—O r cn z Q I— II O F- ---1 w F— Q W BORDER EAST REVISED 7/2/2010 x-1 MATCH LINE Stc SEE SHEET PD -4 USERNAME=>p0026551 DGN FILE => 846800na005.dgn THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 305 624 S-0-� h Ct---t— 09-08-11 R�FESS10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 SOON c �� ANN CHEAH z uj Fq No. 52143 �'\E xp IT VIL P l ATF �F CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 PAVEMENT DELINEATION PLAN SCALE: 1"=50' PROJECT NUMBER & PHASE PD -5 N o � cv � N n n II II � p W W 00 J J a- a - LU W a C) F-- z O o O u I LlO Ll �O a O x NOTE: SEE PD -1 FOR NOTES AND LEGENDS. 0 w m cn o > w w cn > > w w � o' a 0 w U ASPH a w z = O U z Q CROSSWALK - 12'' WHITE � z O O Q 27B z _ U 38 TYI z O x Q , O � O cn O — E a � � 0 LO o = C-)0 JLF— Lj-j � � a w v7 a 12' Q 12� - - z 12 - 0 x Q U Li O w o � L BORDER EAST REVISED 7/2/2010 <i L u X R=73' 40 +33 33+27 34+04 %F- USERNAME=>P0026551 DGN FILE => 846800na006.dgn SEE SHEET PD -7 MATCH LINE Sta 40+00°00 w . /� I /\ I - - PH X .I X 12'' WHITE THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES 697+81 ASPH ''AHEAD'' (2 EA) X "— ''SIGNAL'' (2 EA) X -� X/- UNIT 2232 � O O x Cb � QO A" 77 00 rn + 00 I o o W N .. (n Ld \ c� = N e w V) \ cv z J w � o0 = w w U ~ o O I12 Q a- o_ w w a PAVEMENT DELINEATION PLAN ZOO'— 20 O SCALE o 1 "=50 > o Dist z r x w m TOTAL PROJECT z o 08 O W 12.3/14.1 306 > S-0-`^ h Ct---t- V) U 09-08-1 1 J (n Y REGISTERED CIVIL ENGINEER DATE a �e tiq� O v C) U r 521 43 � o w U ASPH a w z = O U z Q CROSSWALK - 12'' WHITE � z O O Q 27B z _ U 38 TYI z O x Q , O � O cn O — E a � � 0 LO o = C-)0 JLF— Lj-j � � a w v7 a 12' Q 12� - - z 12 - 0 x Q U Li O w o � L BORDER EAST REVISED 7/2/2010 <i L u X R=73' 40 +33 33+27 34+04 %F- USERNAME=>P0026551 DGN FILE => 846800na006.dgn SEE SHEET PD -7 MATCH LINE Sta 40+00°00 w . /� I /\ I - - PH X .I X 12'' WHITE THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES 697+81 ASPH ''AHEAD'' (2 EA) X "— ''SIGNAL'' (2 EA) X -� X/- UNIT 2232 � O O x Cb � QO A" 77 00 rn + 00 I o o W N .. (n Ld \ c� = N e w V) \ cv z J w � o0 = w w U ~ o O I12 Q a- o_ w w a PAVEMENT DELINEATION PLAN ZOO'— 20 O SCALE o 1 "=50 > o Dist om r POST MILES w m TOTAL PROJECT a� o 08 -J z W 12.3/14.1 306 624 S-0-`^ h Ct---t- (__) - U 09-08-1 1 J (n W REGISTERED CIVIL ENGINEER DATE a �e tiq� aw = U E� U w U ASPH a w z = O U z Q CROSSWALK - 12'' WHITE � z O O Q 27B z _ U 38 TYI z O x Q , O � O cn O — E a � � 0 LO o = C-)0 JLF— Lj-j � � a w v7 a 12' Q 12� - - z 12 - 0 x Q U Li O w o � L BORDER EAST REVISED 7/2/2010 <i L u X R=73' 40 +33 33+27 34+04 %F- USERNAME=>P0026551 DGN FILE => 846800na006.dgn SEE SHEET PD -7 MATCH LINE Sta 40+00°00 w . /� I /\ I - - PH X .I X 12'' WHITE THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES 697+81 ASPH ''AHEAD'' (2 EA) X "— ''SIGNAL'' (2 EA) X -� X/- UNIT 2232 � O O x Cb � QO A" 77 00 rn + 00 I o o W N .. (n Ld \ c� = N e w V) \ cv z J w � o0 = w w U ~ o O I12 Q a- o_ w w a PAVEMENT DELINEATION PLAN ZOO'— 20 O SCALE o 1 "=50 > o Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 306 624 S-0-`^ h Ct---t- 09-08-1 1 R�FESS�� REGISTERED CIVIL ENGINEER DATE a �e tiq� � SOON ANN CHEAH 09-08-11m r 521 43 PLANS APPROVAL DATE No. THE STATE OF CALIFORNIA OR I TS Exp. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP qTF THE ACCURACY OR COMPLETENESS OF SCANNED �F CAL,F��� COPIES OF THIS PLAN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 PROJECT NUMBER & PHASE w PD -6 a 0 0 0800000744 X e z w V) z 0 _ > V) ~' 0 U Qr_ 0 Q D 0 W _ I III 48+49 ATCH Exist STR MING II 490 MA CH x 1 S ST r 1INCp1 ASPH 38 1111140 P �� I I 11 I I I I rn I� CROSSW�&S -,12 I IH E (Typ) l i _- -I�F O I I II (I I I I I I II 9 9 J �I 3 III I I 22 ®� 00 I � L� 4 I UB R= 3' J I (_0 N N N 0 J N 29 �� y 22 I� N I <✓� O ---�— — --- �v o r� —�J — -- +24 11, 0 14 o- - - - - 2 , --- 10' ro 12 °-412/ 6 7 - p--------- 4 k + o Lu - - - 1 2'12' 10 z cn z Lu -J — V 16 ' Lu- ;� LX- X o NOTE SEE PD -1 FOR NOTES PANPH LEGENDS. X 4 MATCH Ex i t STRIPING TYPE -,, IV(L) ARROW X X = Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 307 624 09-08-1 1 RpFESS, REGISTERED CIVIL ENGINEER DATE �Q Nq� o QSOON ANN C EAH 09-08-11 52143 m PLANS APPROVAL DATE � No. THE STA TE OF CAL IFORNIA OR I TS OFFICERS {x Exp.CIVIL CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR s� �P qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF CAL `F COPIES OF THIS RL AN SHEET, PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 -1 IL - X X = 51 +K ASPH 55+00 I 7X x X11 X — — — — — — — X X X X ------� X ��-- - I `- X— -X x X x X -- — — — — — — � i- - - - - - - - - - - - - - - - - L - - - - - - - - 12' 22 9 12' rr50 LINE 12 1 2' ' _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - 20' VALLEY Blvd 25' — F — F— - --- —� -- i— --— — — -- --- -- - --- - -- —x x xI---Tx x x x x X— - X - - -�- X 29 0 X x ® � z X ® O I r / 9 h 40 9 1 C) m 38 CO C \ x a_ X d X ° X MATCH E; a z � 4+26 38 I I II 40 R=90 0 Q � � IF I I I I I N NIN N _--r 1. = — — L -X— d a 50+0 - 50+00 X IX Uo 1 2" WHITE 2 I A S I-- I I TYPE IV (R) ARROW X X o ° I ASPH—I w 1 0 w 0 D CO C cn Q 27B — w — z = O U • 75' 40 U Q z LL O I --o z Q -0— `n x z O U z O X Q U0 z Q F- 11 0 Z w M Q w 0 -><�� QI 2 1 CD 1 -71, a I X I Q U 0 w c~ L BORDER EAST REVISED 7/2/2010 ASPH — —GONG — X I ASPH 00 9 I -q-INININ - o — I I I� 8M ' Q OM1' I I� 00� I (�41 fi � w 25A ' III I M I 37B I I I I I I I I I I I I II I, I I W (2 EA) I I I I I N I ..(2 EA) Q N N N N KININ "ONLY" (2 EA) I I h MI I I I I � X INC, 2' --- III I � III � I I III II I NI cv, N 2/ 'll o ' MATCH LINE Sta 40+00°00 SEE SHEET PD -6 USERNAME=>p0026551 DGN FILE => 846800na007.dgn (6 EA) —X i 44+30 38 --X X- 12" WHITE @ 20' C -C @ 450 (TYD) 43+50 ASPH 9 CL 38 Q 27B 37B IJ X ASPH I �� --7E��I I� X 1 I 1 / II X X- —X X- \< X II X U z o O U I x U I II X a ASPH I I I I II X I I i X r l X I — f� 1 I I 1 X CONC I � I X - - ' x �- N DIRT PILES I o N N° X \ N N X r,O N ASPH 0 � ujw o ~ J O CL J F w w i Q � P VEMENT DELINEATION PLAN Z'O' L, O SCALE: 1 ii =50, w o THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 PROJECT NUMBER & PHASE Q -O PD-7 0 0800000744 x 0 J' x 0 w m n o > w w > w w Q 0 z W cn z O > c Y O v C) Q 0 Li 00 r w m a0 0 �z w U � U � Lf, w aw = U o U z O F - Q F— r c� z Q F— I I — LL O F - z w F - Q LLJ Q O Z ` O LL_ � NInTC o SEE PD -1 FOR NOTES AND LEGENDS. 0 12' 10/ + I 0 O n r- ~ 1 2' w ° � w cn 121 c=n w 8 z 1w cn _ U a BORDER EAST REVISED 7/2/2010 I XIF r 177-- 17I X 'a o � XPi USERNAME=>p0026551 DGN FILE => 846800na008.dgn I X X I�I�j�— �X to � X II I � a — DIRT PILES THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 308 624 S-0-� h Ct---t- 09-08-11 Ess 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH z uj Fq No. 52143 � Exp. � sT CIVIL CAL P l qTF �F 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO CALIFORNIA 91761 SAN BERNARDINO, CA 92410 O O 12' Ln0 1 2 ' + Ln 1 12 -q-- 0 � w -I- w cn w 1 2 ' w cn z 1 2' J w 121 = cn 1 21 u 12' Q 1 n' :-5 N o � cv \ N N ° \ N II �� � p W W 00 J J 0- a - W W a PAVEMENT DELINEATION PLAN zc'0'-- p O SCALE o 1 "=50' w 0 PD -8 a O O UNIT 2232 PROJECT NUMBER & PHASE 0800000744 �0) II O � l Q Al G �Q O O 6� Ln Q0 + I 0 CL O r- F-- w = ° 4- U) 12 `n z 12" w r -i J112'—c12— — u — Sa 0 12' 10/ + I 0 O n r- ~ 1 2' w ° � w cn 121 c=n w 8 z 1w cn _ U a BORDER EAST REVISED 7/2/2010 I XIF r 177-- 17I X 'a o � XPi USERNAME=>p0026551 DGN FILE => 846800na008.dgn I X X I�I�j�— �X to � X II I � a — DIRT PILES THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 308 624 S-0-� h Ct---t- 09-08-11 Ess 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH z uj Fq No. 52143 � Exp. � sT CIVIL CAL P l qTF �F 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO CALIFORNIA 91761 SAN BERNARDINO, CA 92410 O O 12' Ln0 1 2 ' + Ln 1 12 -q-- 0 � w -I- w cn w 1 2 ' w cn z 1 2' J w 121 = cn 1 21 u 12' Q 1 n' :-5 N o � cv \ N N ° \ N II �� � p W W 00 J J 0- a - W W a PAVEMENT DELINEATION PLAN zc'0'-- p O SCALE o 1 "=50' w 0 PD -8 a O O UNIT 2232 PROJECT NUMBER & PHASE 0800000744 X e 0 z w I) z 07 0 crQ D 0 w A I/1Tr e SEE PD -1 FOR NOTES AND LEGENDS. XI I I I I I /l l I I I I II -- L 9+4 4 e 00 X � X X MATCH Ex i s STRIPING ---- — ---— —— CONC — ----— -------- - ----- 38B ______------------------ CONC------- - - - - -- X -- - - -- � -- - --- X ----------------- X X ---- ---- FZ_ F _-�L_ - - - - - 1 0 ASPH — O 10� - - 12� SC - 10 + O 0 2 12 , - - CONC - - 0) o _ - _ - - - - - - - - - - 12' -- WB Rte —10 N o — — — — — — — — ASPH d � 00 + 12' - - - - _ ' - _ 12 6 7 8 4- 12 w I `�' 12' - - - - - - - - - - - - - - 2 _ 0�� LINE 3 4 725 V) w w �` 12' 8 g 720 1 I - - - - 12' Ld V) 6 7 - - - - 12 Lu — — — — _ — — — — — — — — — — — SBD - 1 0 _ _ — — — — _ w _ - - 12' - _ - - - - - - - - - _ - - - - - - - 1- = w cn w _ _ _ _ — — — — — — — — — 12 _ — — — — — — — — _ _ _ _ — — — — — — — — — 12 c� Lu 1 2_ — — — — — — — — — _ _ — — — — — — — — — 12 EB Rte 1 0— _ — — — — — — — — 10 Q cn — — — — — — — — _ - - - - - - - _ 1'2'- _ _ - - - ------------ F 12' _ _ - — - - - - - - - - - - - - - - - - - - - - - - - - - - - 12' F 10' F X X X 12' A F _v X X X Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 309 624 S-cr`^ h Ct--L 09-08-11 RpFESSI� REGISTERED CIVIL ENGINEER DATE �o Q Nq� O Q SOON CL - ANN CHEAH 09-08-1152143 U0 m PLANS APPROVAL DATE z � No. THE STATE OF CALIFORNIA OR ITS OFFICERS {x Exp. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR �P qTF THE ACCURACY OR COMRL ETENESS OF SCANNED pF �A� `Fp�� COPIES OF THIS RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET 1 I I I I ` I I I — — - SUITE 200 SAN BERNARDINO, CA 92410 I F� X J/ I I r ONTARIO, CALIFORNIA 91 761 zz I � I � CONC IIzzz� I� IiiiA K I X I X I U I CONC_ X I ` ® QI 01 I =JX _ I POOL Ir X I - uj I ==J1 SOL, CONC II X X I X I X DJI x x , ° —------------------- CONC X I awQ U 0 I_L_I �V X X X X THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800na009.dgn IS IN INCHES I I I I I I I UNIT 2232 — ------ — � - N O O N" \ M N ° \ N M f n II II � p W W 00 J J W W Q PAVEMENT DELINEATION PLAN Z'O" o O SCALE: 1 II=50' w 0 PD -9 a o O PROJECT NUMBER & PHASE 0800000744 z 0 ~ X Q O CL - U0 z Q X I awQ U 0 I_L_I �V X X X X THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800na009.dgn IS IN INCHES I I I I I I I UNIT 2232 — ------ — � - N O O N" \ M N ° \ N M f n II II � p W W 00 J J W W Q PAVEMENT DELINEATION PLAN Z'O" o O SCALE: 1 II=50' w 0 PD -9 a o O PROJECT NUMBER & PHASE 0800000744 X 0 w m cn o > w w cn > > w w � m Q 0 A I /1 T r .. SEE PD -1 FOR NOTES AND LEGENDS. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 31 0 624 S-0-� h Ct---t- 09-08-11 R�FESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH � 09-08-11 C-Duj 52143 PLANS APPROVAL DATE No. THE S TA TF OF CAL IFORNIA OR ITS OFF/CEPS E x p. CIVIL OR AGENTS SHAT L NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPL FTFNFSS OF SCANNED qTF OF cAL 1F COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 X z w z O V) Y O v C) Q W vv— — — — — — — — — — — CONC--- - - ---- - omr--------- ----- X X w m ---------- X X - �o--------- X X Z LLI ASPH - w a w = o ASPH CONC - wo O— SBD - 10 Ln WB Rte 10 Xo 0) + CONC — Lno N 740 ASPH 1 > n g 9 7 5 w � 0 3 4 6 I-10 LINE 2 w 730 1 - ASPH _ - cn = w `n z EB Rte 1 0 _'� _ z `a J 121 - 12'- SBD 10 0 u w— - - - - _ 12'_ - 12 - - - - 12, CONC - ASPH C-) Q u 12� - - - - - - 12,- - w 0 a 1210' - ASPH o X X X X Q 731 + -_X - X I- 25 MATCH Exist STRIPING z 0 z 0 X 27B O z Q o z V rlrO X � Q U Li O w o �v THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800na010.dgn IS IN INCHES I I I UNIT 2232 N o cv � N n n II II 0 0 w w 00 J J 0- a - W W a PAVEMENT DELINEATION PLAN zc'0'-- PO SCALE o 1 "=50' > o PROJECT NUMBER & PHASE w PD -10 <0 O 0800000744 x e z w V) z 0 > V) 0 U_ Q D 0 w om � w m Q� o �z w w un w aw = U 0 U x o' 0 cn m w n D Q z 0 U z D LL z Q z 0 U Q w U a z 0 /-'�1 1 II NOTE: (L�°� II � II SEE PD -1 �OR N011 ES AND LEGENDS.I I � SII SII II II II II SII II ASPH II a II ASPH ASPH /max x xx l U A- x k 0 IIS k I - Ix I x II ASPH x x II II I I I �_ � Ilrll 33+7 MATCH ExiSltl TRIPIN I I NI LI I I I If r� Ir - x II —X —x X X x x �--x x I I a x ° 12" YELII 0 I Q 2 C -C G 450 x x ASPH II I_ r x I —x TYPE I V (R) ARROW 38 x II ASPH _ X ROTO - J-01 I -I (2 EA) F _____ __________ I -i -Lx— x x = N SII L o- Xo II 37B Q �y - ,\ -- —� --- X x� —X ---x — — X �— 19, __----- - -- - - - -- _ -- 1 -2 - - 3 _ -1 2� - -35 12 -- - - - - - - - - - 12 - - - - 31' ��-- ------ I- x� �x x x F �� X---�----x- I - I I ),XI I I ASPH I N II Ix > ASPH a I� I x I III --- I 10I x Q J I I I I CONC\----- - - - - -- I > I Ix QI �n I o I I olQ i x x X Q ISCONC I x x x _xX_ I II C)x I �- DF -1 zASPH J I II I x Q 11 � I II x X1x x x II C) 1 I I Ix ~ X I LI X X X Z x ___� x Q X X— X x X IF �I -� 0 1 LLJ x I i Ix '—' X X X X X II Z x ASPH 9 -II Ix ~ X x v x 1I - x Ix— X_ x II Q BORDER LAST REVISED 7/2/2010 USERNAME => p0026551 DGN FILE => 846800na011.dgn x x ASPH ASPH THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I X X X x x x Dist COUNTY ROUTE POST MILES SHEET TOTAL + TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 31 1 624 S-cr`^ h Ct--L \ M 09-08-1 1 - - - - - - 12/ RpFESSIO REGISTERED CIVIL ENGINEER DATE �o 12 1 2' Q SOON ANN CHEAH 09-08-1152143 Var - - - z m 12' - - - PLANS APPROVAL DATE - - 2 3' � No. Ld THE STA TE OF CAL IFORNIA OR ITS OFFICERS {x Exp. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR �P qTF THE ACCURACY OR COMRL ETENESS OF SCANNED OF CAL `F COPIES OF THIS RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 ° ° o UNIT 2232 ASPH i 0N' C ASPH o + - ----- - ------- - - -- - 24, o _ 19 __----- - - 12' \ M _12- �- - - - - - - 12/ o 12 1 2' 2 aV w Ld r Var - - - z = cn 12' - - - 2 5' - - 2 3' Ld w U 00 -- J ° ° o UNIT 2232 ASPH i 0N' C ASPH PAVEMENT DELINEATION PLAN I.o20l SCALE: 1"=50'Ll I PROJECT NUMBER & PHASE w PD -11 J O N O Q \ M N ° \ N r'0 r 0 0 W w 00 J J CL CL W UJ a o � PAVEMENT DELINEATION PLAN I.o20l SCALE: 1"=50'Ll I PROJECT NUMBER & PHASE w PD -11 J O x 0 0 x 0 w m cn o > w Lv ui > > w w � rr a 0 Z O F— F- r)- C:) — F- O r cn z Q F— I O F— z w F— Q W Q z � 0 � 1 n" W U BORDER LAST REVISED 7/2/2010 USERNAME=>P0026551 DGN FILE => 846800na012.dgn SLOVER Ave Dist COUNTY ROUTE 08 SBd 10 POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 1203/1401 312 624 REGISTERED CIVIL ENGINEER 09-08-11 09-08-11 QROFESS1oti DATE q PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMRL ETENESS OF SCANNED COPIES OF THIS RL AN SHEET FwAyelwafflu'S SOON c ANN CHEAH — z 1. No. 52143 m � Exp. � sT CIVIL CAL P l ATF �F 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 PAVEMENT DELINEATION PLAN " SCALE 1=10' THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. PD -12 RELATIVE BORDER SCALE o 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE IS IN INCHES N �- l9 O O N •• \ Q N ° \ N II II 00 LULU 00 J J a- CL LU LU a C) F-- ZO o O 'O w �O a o x 0 J' x 0 w m cn o > w Lv > w w 0 w m aLL] o �z w U , U � Lf) W aw = U o U z O F- Q F— r cn z Q F— I O F— z w F— Q w 0 Q z � O Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 31 3 624 S-0-� h Ct---t— 09-08-11 REGISTERED CIVIL ENGINEER DATE QR�FESS��lvq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORiES OF TH/S PIAN SHEET PARSONS SOON c ANN CHEAH z Ir No. 52143 � Exp. � sT CIVIL CAL P l qTF �F 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 PAVEMENT DELINEATION QUANTITIES THERMOPLASTIC TRAFFIC STRIPE PAVEMENT MARKER REMOVE THERMOPLASTIC TRAFFIC 4 6 8 RETROREF LECTI VE STRIPE N LiJ N T- 3: 1-1 F-- 00 1 1-1 0 M Q9 J I _ I� LO LO M I J00 N ro SHEET LOCATION STATION `J 3:v m v > REMOVE Lu Lu Lu 0 Lu 3:o L,J 06 J w�' ofr) Jrn w Lu PAVEMENT _ _ = 00 Lu = J O N ~ _ ~ re) w MARKER Lu L z p Z Z z z �� �L � Lu zL< C) CD m �� ,JU _ � W6) W W� W W p= pN JN C wM OM Lu O m � :Z I LiJ LiJ LiJ LiJ LiJ J 006 0 0 0 0 J� J� =) c, J O J c, za_ � 0--\ (Q�–'0 0= 0 L ON 06) Q�I- OHO 0>- L,J = C000 CO 00 00 C0 r1() m� U)� U)N C)N Cnn corn cern zI-- >- 3�: LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA LF LF EA PD -1 WB ROUTE 10 - "I-10" LINE 652+15000 TO 664+50000 39905 19188 1 91 89 325 82 26 19188 49750 397 PD -2 WB ROUTE 10 - "I-10" LINE 664+50000 TO 677+50000 157 59200 19303 19302 433 109 28 19302 59210 435 EB ROUTE 10 - "I-10" LINE 664+50000 TO 677+50000 788 262 263 167 508 66 19 48 6 263 19050 89 PD -3 WB ROUTE 10 - 11I-10" TO "A" LINES 677+50000 TO 691+50000 142 59314 983 19396 19087 443 159 30 19396 59442 465 EB ROUTE 10 - 11I-10" TO "B" LINES 677+50000 TO 691+50000 49174 783 19398 271 348 100 30 19398 59593 467 WB ROUTE 10 - "I-1 0" TO "R1 " LINES 677+50000 TO 691+50.00 1 9393 982 901 56 42 1 91 1 8 30 EB ROUTE 10 - 11I-10" TO "R3" LINES 677+50000 TO 691+46000 959 19397 779 181 120 30 33 514 19236 50 PD -4 CHERRY Ave - "C" LINE 15+40000 TO 23+50000 29751 368 537 521 19592 868 443 19341 34 125 23 288 920 144 SLOVER Ave - "S" LINE 9+85000 TO 28+55000 39218 19209 29177 29400 19040 46 119 43 29174 49280 90 PD -5 CHERRY Ave - "C" LINE 23+50000 TO 31+71000 39596 247 19585 703 19510 812 468 32 112 30 637 19630 73 "B" 9"R3" LINES TO "R5" LINE 691+46000 TO 701+49000 39028 19806 19853 990 252 106 58 19835 49893 381 PD -6 CHERRY Ave - "C" LINE 31+71.00 TO 40+00.00 29736 108 1 9040 822 19442 240 1 5120 17 1 1 2 43 1 5213 15880 82 WB ROUTE 10 - "A" LINE 691+50.00 TO 701+59.00 356 39020 39096 39501 1 9501 296 168 127 935 59079 345 PD -7 CHERRY Ave - "C" LINE 40+00°00 TO 49+30000 29246 519 597 19137 272 761 19624 14 131 48 990 39463 92 VALLEY Blvd - "V" LINE 43+00.00 TO 56+00°00 29536 163 39640 19220 99 106 19150 49825 152 PD -8 WB ROUTE I0 - "B" LINE 701+59000 TO 715+50000 19325 49190 29454 29468 46 540 515 143 76 19730 69739 499 EB ROUTE 10 - "B" LINE 701+59000 TO 715+50000 175 49456 19876 19872 19640 371 160 51 19669 79139 487 PD -9 WB ROUTE 10 - "I-10" LINE 715+50000 TO 719+44000 19182 394 394 394 99 60 9 394 19576 132 EB ROUTE 10 - "I-10" LINE 715+50000 TO 729+50000 742 49942 19399 19400 412 104 30 19400 59600 468 PD -10 EB ROUTE 10 - "I-10" LINE 729+50000 TO 731+80000 485 162 162 40 11 4 161 646 55 PD -11 VALLEY Blve - "V" LINE 33+75000 TO 43+00°00 19945 19710 580 410 52 71 929 19856 115 PD -12 CHERRY Ave / SLOVER Ave 490 SUBTOTAL 20,244 29640 399506 1,209 19242 229908 249319 129566 868 39049 159236 39720 19 295 29113 739 219566 749925 59048 TOTAL 20,244 29640 419893 19242 599793 868 39049 159236 39720 39165 219566 749925 59048 N oN N o0 �N 00 ww 00 PAVEMENT DELINEATION ww QUANTITIES S zO S)- O u�I �: O w cl PDQ-1 a o O BORDER EAST REVISED 7/2/2010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE => 846800nc001 .dgn IS IN INCHES I I I x 0 w m cn o > w w > w w o Q 0 J' x w m aLL] o �z w U , U � Lf) W aw = U o U z O F— F— r)— C:) — F— O r cn z Q F— I O F— z w F - Q w 0 Q z � O DELINEATOR (CLASS 1) z TYPE x Li PD -1 6 PD -2 9 z PD -3 35 O PD -5 8 9 > 41 V) PD -8 29 19 Y 21 O v 149 C) TOTAL 235 Q W J' x w m aLL] o �z w U , U � Lf) W aw = U o U z O F— F— r)— C:) — F— O r cn z Q F— I O F— z w F - Q w 0 Q z � O DELINEATOR (CLASS 1) SHEET TYPE F G PD -1 6 PD -2 9 PD -3 35 16 PD -5 8 9 PD -6 41 42 PD -8 29 19 PD -9 21 SUBTOTAL 149 86 TOTAL 235 THERMOPLASTIC PAVEMENT MARKINGS Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 31 4 624 S-0-� h Ct---t— 09-08-11 REGISTERED CIVIL ENGINEER DATE QR�FESS��lvq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS SOON c HANN CHEA 14 o.523 Ir z � Exp. � sT CIVIL CAL tiP qTF �F 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE => 846800ncO02.dgn IS IN INCHES I I I zO o O u� I O w PDQ- a O O 0 ~ ~ > _ > > m a w w w w w w SHEET LOCATION STATION z `f' w 0 a o J J 3:0 3: 3: 3: 3: 3: 0 a o Ld LLL 0,1 0 0 0 0 0 :2 w z a w >-01-- � Q� 01-� (y- Q (y- 0 w >- z 0 = _ -- cv a,-- Q:� Q:� cr- cr- a 3: a z 0 m m N N M aI--, a a a a a o CO U cn a LL J 0 a- w 3�: SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF PD -1 WB ROUTE 10 - "I-10" LINE 652+15000 TO 664+50000 42 PD -2 WB ROUTE 10 - "I-10" LINE 644+50000 TO 677+00°00 84 PD -3 WB ROUTE 10 - "I-1 0" TO 11R1 " LINES 677+50000 TO 691+50.00 22 6 23 24 EB ROUTE 10 - 11I-10" TO "R3" LINES 677+50000 TO 691+46000 59 84 66 17 64 62 PD -4 CHERRY Ave - "C" LINE 15+40000 TO 23+50000 28 150 84 32 24 44 28 409 SLOVER Ave - "S" LINE 9+85000 TO 28+55000 150 466 PD -5 CHERRY Ave - "C" LINE 23+50000 TO 31+71.00 186 105 32 44 28 145 469 "B" 9 "R3" LINES TO "R5" LINE 691+46.00 TO 701+49.00 62 59 84 103 PD -6 CHERRY Ave - "C" LINE 31+71.00 TO 40+00°00 16 186 45 32 44 28 239 WB ROUTE 10 - "A" LINE 691+50.00 TO 701+59.00 62 378 66 55 68 64 62 96 92 PD -7 CHERRY Ave - "C" LINE 40+00°00 TO 49+30000 180 32 44 28 628 VALLEY Blvd - "V" LINE 43+00°00 TO 56+00°00 150 624 PD -8 EB ROUTE 10 - "B" LINE 701+59.00 TO 715+50.00 24 PD -9 EB ROUTE 10 - "I-10" LINE 715+50000 TO 729+50000 PD -11 VALLEY Blvd - "V" LINE 33+75000 TO 43+00°00 916 SUBTOTAL 44 496 118 546 780 132 126 7784 85 128 124 128 126 176 115 56 56 39578 469 TOTAL 79444 C o� N o0 �N 00 ww 00 PAVEMENT DELINEATION ww QUANTITIES o BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE => 846800ncO02.dgn IS IN INCHES I I I zO o O u� I O w PDQ- a O O x 0 LEGEND: (XXXD ROADSIDE SIGN NUMBER ## OVERHEAD SIGN STRUCTURE NUMBER g ROADSIDE SIGN - ONE POST ml ROADSIDE SIGN - TWO POST PEDESTRIAN BARRICADE 0 m � EXISTING ROADSIDE SIGN (TWO POST) o > � EXISTING ROADSIDE SIGN (TWO POST) > w w o Q 0 z a m >_ W > CD 0-1 Y W U � o Q Di _ w m �ao �z w U , U � Lf) W aw = U o U x c__ 0 w o- a z 0 U z z a z 0 U W Q w U Q Z O 0 V) NOTES: OR RSS ESTR IS 1. EXACT LOCATIONS AND POSITIONS OF ROADSIDE SIGNS BY THE ENGINEER° x F_ a F_ 0 V-)1 1 4P �Rp UP RE z — X— X EXISTING OVERHEAD SIGN STRUCTURE ISB OVERHEAD SIGN STRUCTURE MA REMOVE ROADSIDE SIGN ISS REMOVE SIGN STRUCTURE BM EXISTING ROADSIDE SIGN TO REMAIN SNS INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD) INSTALL SIGN (MAST -ARM HANGER METHOD) INSTALL SIGN STRUCTURE BARRIER MOUNTED SIGN STREET NAME SIGN lINJ I ALL J1vIN UN NAW ML I LK J1vINAL bALNrLA I L (SERE Sht E-12 F R SIGN UNTIf��G DETAIL)11 1 X INSTALL F�OADSID 'SIGN I I I III I i __ — — - \ III I I =_——--———— — :1-:1 ,�--I II X LL —L —--————————— —————————— _ --- — —A— — — —— — d — --� ---� ---� ____—_� X B I x x x x }� x x x II � II J X _�_ ASPH to —= _ _ I i ASPH it ASPH � X X o � B — — �` _j �� -� - - - -- -- I — — — — — — — — — — — — — — --— Dist COUNTY ROUTE POST MILES SHEET TOTAL N o0 O TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 31 5 624 S-0-� h C&—�_ O O J J —09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE ww F-- :2 a M SOON z 0 ANN CHEAH � 09-08-11 w 52143 PLANS APPROVAL DATE No. THE STA TE OF CAL IFORNIA OR I TS OFFICERS E x p. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL COPIES OF /-///S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO. CALIFORNIA 91761 — — — — — — — — — — — — — — — — -- — -----B— — -- — Q — — —— -----------17 - 0 UB UB ° ° UB ANALML Ln o N SBD -_10 _ _ — — — — — — — — — — — — — — — — — — — Qo Ld WB Rte 16 _ _ — — — — — — — — — — — 3 4 w 66Q ASPH 2 cn _ 8 "I-1 0" LINE g-- w 6 7 4 655 _ _ _ z w w U EB Rte 1-0 coNc c0NC _ - - - - - < SBD - 10 _ Q - - - - - - - - - - ASPH -- --- - - - - - - -ASPH - - - -------------- x x- ------ 11 DIRT T O x 0 ------ XX—,/ X _T w \.x F— Q w a i Q o Z ` O � 1 x I Q U 0 w o F c~r) V d DIRT } X X NO SIGNING WORK ON THIS SHEET. INCLUDED FOR INFORMATION PURPOSE ONLY. THIS PLAN ACCURATE FOR SIGN WORK ONLY. /1 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800oa001 odgn IS IN INCHES I I I UNIT 2232 X PROJECT NUMBER & PHASE O SIGN PLAN SCALE: 1"= 50' N oLn N o0 O N as � N 0 0 w w O O J J CL a- ww F-- :2 a M z 0 0 0 lv�, w 0 �0 —� S a0 x 0 J' 0 w m cn o > w w > w w � m Q 0 o r w m aLL] o �z w U � U � Lf) w aw = U o U 0 V / > w o- w a z 0 U z w z Q w z 0 U z 0 x F— :x F- r)— C:) r z Q F— I 0 F - z w F— Q w a Q ° z ` O I X � Q U 0 w o F NOTES: 1. SEE SHEET S-1 FOR LEGEND. 20 EXACT LOCATIONS AND POSITIONS OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER° ASPH 0 0 0 — - Ln cf) Q0 Q 6 w< 665 W ~ � W w J v - - - - - - - - - - - - - - - ASPH - Q X 0 X Dist COUNTY ROUTE POST MILES SHEET TOTAL N �N as TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 31 6 624 S-0-� h Ct---t- LU 1-- a C) LU :2 09-08-1 1 z 0 S)- R�FESS�� REGISTERED CIVIL ENGINEER DATE e tiq� w �0 �a SOON ANN CHEAH 09-08-11 w 43 PLANS APPROVAL DATE No. -521 THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS Exp. CI VIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL IF0?\\ COPIES OF TB/S PIAN SHEET PARSONS SANBAC 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 � I — 11 X ao X X ASPH I X I — ------————————— — — — — ——---CONO----------I ---------------- - - ---- I �li X X —X x----- — X ---- —== �� --X — -- — --- — x — --- 0200 IS W4-2 670 "I-1,0" LINE � X _X-- -----X --------------- A --- X SBD— 10 — — — — — C� 7;� 6 7L� CONC - — — — — SBD - 10 — — — — — — - - - - - - - - - - - - - - - - - - ASPH - - - - X a D I R -TA- O 1 THIS PLAN ACCURATE FOR SIGN WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800oc002.dgn IS IN INCHES I I I X X I X UNIT 2232 X X Tl– II II II II r II II II II II PROJECT NUMBER & PHASE l� O 0 L I rl- i ow +- w cn = w� Z_w J W U Q SIGN PLAN SCALE: 1"= 50' N o� N �N as 00 LULU 00 J a- J a - LU 1-- a C) LU :2 z 0 S)- 0 0 , S-2 w �0 0 <0 x 0 J' x 0 w m n o > III w un > > w w � n- a 0 z a m >- w > CD 0-1 Y W U = Q Q W I p m r W m a� o -J Z W (__) — U J Vn W aw = U E� U Z O F— F- r)- C:) — F- O r cn z Q I— LL O F— z w F— Q W NOTES: 1. SEE SHEET S-1 FOR LEGEND. 20 EXACT LOCATIONS AND POSITIONS OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER° 0 0 O Ln CV + I � �9 � Q W + = V'. W w _ Ln L P Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 31 7 624 S-0-� h Ct---t— —09-08-11 ROFESS/0 REGISTERED CIVIL ENGINEER DATE e414 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESFONSIBL E FOR T,44- d/%//Rd/'V 1W /YJAfP/FTFC/fit nF S/ JAMIr SOON c ANN CHEAH — z CD No. 52143 m Exp. \T CIVIL P qT �� F �F CAL 1F�� BORDER EAST REVISED 7/2/2010 u uJ FEBT cnerry Ave EXIT x ONLY THIS PLAN ACCURATE FOR SIGN WORK ONLY. USERNAME => P0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800oa003.dgn IS IN INCHES i i i RM W3-3 UNIT 2232 PROJECT NUMBER & PHASE STREET INO, CA 92410 p W W } Ld l� O Ln W 0 I W. O J � ~ + W _ � W U � _ u Q0 Ln Q a W 4- W U) U-) SIGN PLAN SCALE: 1"= 50' N rn O N r`� •• \ N N II II � W 00 p W J CL J a- ww F-- a o :2 � o N O O S > w �0 0 <0 x 0 w m cn o > w w > w W D Q D x o m w a� �z U � �L aw U o r m o w U w = U O z Dist COUNTY ROUTE z a > w 08 SBd 10 CID >- w w > o- CD � X W U = Qw o a Q z w O U LLJ x o m w a� �z U � �L aw U o r m o w U w = U O Dist COUNTY ROUTE z is > w 08 SBd 10 12.3/14.1 31 8 624 R26(S)(CA) w o- � X rr- Qw a 09-08-11 z = O U LLJ 2 5 U Q \ SOON 1c z x z 09-08-11 2 ANN CHEAH o _ x R73 2( 0 SLOVER z cn t z C�D Q THE S TA TE OF CAL IFORNIA OR ITS OFF/CERS �x E x p. CIVIL ISB OR AGENTS SHALL NOT BE RESPONSIBLE FOR 1'1 tiP ATF t z SCANNED OF CAL 1F' 0 4 2 7 O R 1 4 -1 U 7 L 0420 IS R3-7 0419 R49(Rt)(CA) (SEE,JOiE 4) x 1418 IS 0415 IS R2-1(50) 1 CONI L — — — 4414 RM R10-4b(Rt) 041 6 ISB R10-7 R 1 4-1 —x -1_X X R2-1(50) \ l y r L -- CONIC x 0 41 3 \ IS R2 (S)(CA) X ESTR R26(S)(CA) ESTR R26(CA) R26(CA) ESTR W3-3 0410 RM IR4-7 I\ Z �j z o, O L U J x Q F— � X z x Q o X R4-7 j� TYPE N L 0409 RM R26(S)(CA) 0423 RM G28-2(60)(CA) M6-1 0421 RM R14-1 0422 RM R26(CA) II MA SNS CHERRY AVE s 041 7 MA R73-6(CA) 0406 IS R4-7 TYPE N � 0405 ISB 0404 R10-4b(Lt) ISB R10-7 R10-4b(Lt) R14-1 0403 0447 IS :�--Z R81 (CA) MA SNS R7 -9c R81 A(CA) "SLOVER AVE" R81 (CA) 0407 0402 IS IS R14-1 R2-1 (50) R26(S)(CA) 0401 IS x � R4-7 TYPE N 0� 400 - MA R73-6(CA) NOTES: Q o 1e LEARANCE OF VIS REQUIRED BETWEEN SURFACE OF MEDIAN AND BOTTOM z F LOWEST MOUNTED SIGN PANEL UNLESS OTHERWISE INDICATED° 0 20 EE SHEET S-1 FOR LEGEND. x 3. XACT LOCATIONS AND POSITIONS OF ROADSIDE SIGNS TO BE DETERMINED v Y THE ENGINEER° 0 4e OUNTED ON PEDESTRIAN TYPE 1 BARRICADE, SEE ELECTRICAL PLANS. w o SEE SHEET 23+50°00 MATCH LINE Sta r ONL [C LU 19, ld IIS 40 y4 I1 1 I ' II , f -C 0 4 2 4 Dist COUNTY ROUTE z is w 08 SBd 10 12.3/14.1 31 8 624 R26(S)(CA) � X rr- a 09-08-11 ROFESSJO REGISTERED CIVIL ENGINEER DATE �a e tiq� LLJ 2 5 0445 0 \ SOON 1c R4-7 j� TYPE N L 0409 RM R26(S)(CA) 0423 RM G28-2(60)(CA) M6-1 0421 RM R14-1 0422 RM R26(CA) II MA SNS CHERRY AVE s 041 7 MA R73-6(CA) 0406 IS R4-7 TYPE N � 0405 ISB 0404 R10-4b(Lt) ISB R10-7 R10-4b(Lt) R14-1 0403 0447 IS :�--Z R81 (CA) MA SNS R7 -9c R81 A(CA) "SLOVER AVE" R81 (CA) 0407 0402 IS IS R14-1 R2-1 (50) R26(S)(CA) 0401 IS x � R4-7 TYPE N 0� 400 - MA R73-6(CA) NOTES: Q o 1e LEARANCE OF VIS REQUIRED BETWEEN SURFACE OF MEDIAN AND BOTTOM z F LOWEST MOUNTED SIGN PANEL UNLESS OTHERWISE INDICATED° 0 20 EE SHEET S-1 FOR LEGEND. x 3. XACT LOCATIONS AND POSITIONS OF ROADSIDE SIGNS TO BE DETERMINED v Y THE ENGINEER° 0 4e OUNTED ON PEDESTRIAN TYPE 1 BARRICADE, SEE ELECTRICAL PLANS. w o SEE SHEET 23+50°00 MATCH LINE Sta r ONL [C LU 19, ld IIS 40 y4 I1 1 I ' II , f -C 0 4 2 4 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS is 08 SBd 10 12.3/14.1 31 8 624 R26(S)(CA) S-0-�h 09-08-11 ROFESSJO REGISTERED CIVIL ENGINEER DATE �a e tiq� 2 5 0445 \ SOON 1c x MA SNS 09-08-11 2 ANN CHEAH _ x R73 2( SLOVER �� AVE PLANS APPROVAL DATE U-iNo 52143 t tR7 C�D THE S TA TE OF CAL IFORNIA OR ITS OFF/CERS �x E x p. CIVIL ISB OR AGENTS SHALL NOT BE RESPONSIBLE FOR 1'1 tiP ATF t THE ACCURACY OR COMPLETENESS OF coPlEs of rrLls PLAN sr7EE r SCANNED OF CAL 1F' 0 4 2 7 xN R 1 4 -1 — — _ R 1 0-7 PARSONS SANBAG — — 3200 EAST GUASTI ROAD SUITE 200 1170 W 3RD STREET R26(S)(CA) _ _ —C ONTARIO,CAEIFORNIA 91 761 SAN BERNARDINO, CA 92410 0429 ASPH R49(Lt)(CA) 0432 (SEE NOTE 4) RM �I 0430 R3-7 ISB ASPH R14-1 U 0131 R10-4b(Lt) �� Ix \L J 4 I C043D I xl — JIISB I I CONC IS I x 3-4I R3-7 13A(CA) P xl I 0435 R14-1 ASPH II IS R26(S)(CA) O - 0434 r x -- 1 �` R26(S)(CA) I RM I^ R26�*A-) x j X� — 2 ,C 3 ..5.. 6 — — — 7 SLOVER Ave �;o /X ESTR — � A P 0439 R 2- 1 IS R26(CA) I � I \ X I oNC) N R4- TYPE N X-___� N0440 CONI I X a "STR ESTR W3-3 �27-2(10)(CA) 6-1 RMell- - I 0437 r I R4-7 — —� _ IS I I I I '*6 � - �►I ® \ J 0 41 X4-7 _ TYPE N I I I I L I I\ ASPH R 3-6(CA) X ____ I� x F \ 0446 I I 11 T MA SNS II J I "CHERRY AVE" I I I I I II041 2 ISB u III II II R10-4b(Rt) Ili I >I w I� �J / 1 041 1 III II I S B IwI y I I R3-7 QO III R81 (CA) \ I I III R81 B(CA) III I I � I I IIII ESTR III } I I ' III R3-7 ESTR III R7 -9Q III I I I III ESTR III I Ln I I R3-7 III I I II I R14-1 III III I I � I I III I III ESTR III I I I II I I R7 -9a E971 11 I I W4-7 THIS PLAN ACCURATE FOR SIGN WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE _> 846800oa004 odgn IS IN INCHES � � � X X 0438 RM R4-7 IS R26(S)(CA) r---- 1CONIC X I I I 0442 X RM I CONC R14----------�I II I R26( A) II II X\--00 II II IJ 443 ISB ASPH \ 10-4btLt)----------------------------- Fl -0-7- ------------------------------ R14-1 X X - UNIT 2232 PROJECT NUMBER & PHASE SIGN PLAN SCALE: 1"= 50' 00 N11 N N o0 �N 11 11 0 0 LULU 0 0 J J LU LU I---� a TO o � p�� o > o w �o S-4< 0 0 x x om w �a �z U � w v, aw U o r m o w U w = U O z TOTAL Q TOTAL PROJECT No. SHEETS 08 m >- w w > o- CD -- 09-08-11 0-1 Y REGISTERED CIVIL ENGINEER DATE e tiq� W U = w Q o a Q THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS E x p. CIVIL z w THE ACCURACY OR COMPLETENESS O _ x om w �a �z U � w v, aw U o r m o w U w = U O SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 w 31 9 624 o- 09-08-11 ROFESSJO REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON w Q w 52143 a w THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS E x p. CIVIL z = THE ACCURACY OR COMPLETENESS O U PARSONS SANBAG U Q 1170 W 3RD STREET z SAN BERNARDINO, CA 92410 z LL- 0 0 V) z Q w z O U z 0 x Q F— r cn z a I— II 0 F - z w F— Q w 0 I Q ° Z ` C:) I x � a U 0 w o I— 051 5 IS R6-1(Lt) R6-1 (Rt) R5-1 R5-1 c 051 8 R49(Rt)(CA) (SEE NOTE 4) re) 0 Iwo 0 Z 0 F— J Ln LU + w=� = U cn QQ Q D w � + � U) 051 7) IS M3-2 M6-1 G27-2(CA)(10) 0516 ISB R3-1 SEE SHEET S-6 MATCH LINE Stc 31+50-00 2 B��INE 3 -�. 0 f\ 10 l — 1 051 3 I �-- — R571 Oc _051 2 ] D; � �Z = IS IS YCb- I (YtT) R5-1 0509 R5 -1a ISB R14-1 R10-7 0510 R49(Lt)(CA) (SEE NOTE 4) ASPH 0505 RM W3-3 0500 IS R3-7 R26(S)(CA) IRT F CO503 IS W4-7 0502 �I IS R4-7 TYPE N 0506 RM R3-7 CO D-- ISB W73A(CA i 3 Citrus Ave RSS 2 MILES G83-1 (CA) I-10 FEBT ''B'' LINE — — — — — EB R1 -e 1 o 35 MA ISB R3-18 0519 R1 0-7 R14- 6 R13A(CA) 7 8 9R5,, I� 700 CHERRY AVE EB ENTRANCE RAM - T 0-) 0528 II II III II � III II I I I I 0528 RM , C I I I I I R17 U I I I — I I I I I IION�V � I I I � I FWV ° I I I r_ I I I EB I (D I I I I > I I I A I I S cr I I I II I W I I I I = I ^ II II' I I I I I I I x 'NO I I I I S I I IIFWY Lx ---- I 0534 I I I I I ► BM �� G 7 7- 4 (C -K) s d�-- I I I I I I FNBT ! I I I WES I , / l y y I 10 MATCHLINE St -c'' 23+50000 EAST SEE SHEET S-4 0522 -- 0521 -� is R5-10 f u RR -ME -Z(RRt 0523 0536 RM -- DIR-, M/ I G92(CAJ 6-1-28(CA) �G27-2(CA)(10) M3-2 X M6-2(Rt) OTA r—I 0524 0507 ISB 000 w 0 z0 + W N -w U 0 = mow + w Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 31 9 624 S-0-� h Ct---t— 09-08-11 ROFESSJO REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH � 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TF OF CAL IFORNIA OR I TS OFF/CEPS E x p. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL 1F COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 MA SNS o R9 -3c CHE AVE" NOTES: 0525 ASPH 1 o CLEARANCE OF VIS REQUIRED BETWEEN SURFACE OF MEDIAN —I AND BOTTOM OF LOWEST MOUNTED SIGN PANEL UNLESS OTHERWISE ISB I R14-1 INDICATED. 1— 052920 SEE SHEET S-1 FOR LEGEND. R10- 3o EXACT LOCATIONS AND POSITIONS OF ROADSIDE SIGNS TO BE BMDETERMINED BY THE ENGINEER° R3- 7 ° I _ 0 2 6 Q 4. MOUNTED ON PEDESTRIAN TYPE 1 BARRICADE, SEE ELECTRICAL PLANS. 0530 I CONC I — �R� I G 2(CA) I S32(CA,)l G 7 2(CA)(10) SIJ S32-1( A) M M6�-2 Lt � 53'D BM 0527 R18 (CA) RMx NC G9 M ) r 05 2 G27-2 CA) (1 0) — — — — RM M3"-2 J -Tx x- x x — �G7 -4 CA) (10C M6- /tLt)- --- — BOYEE AV` ASPH BOYLE AVE 0538 BM _ x x x x R61(CA)(Mod) WB EB N � Fwlf F1NY o o i t F N T ONLY ONLY OK ON L N �N �N 0533 BM W4-7 R26(S)(CA) THIS PLAN ACCURATE FOR SIGN WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800oa005.dgn IS IN INCHES I I I UNIT 2232 PROJECT NUMBER & PHASE SIGN PLAN SCALE: 1"= 50" 00 LU LU 00 J J LULU 1- :2 a o� o O >0 w �0 S-5 ISB 0627 R26(S)(CA) W73A(CA) 0628 IS R26(S)(CA) 0629 ISB R9 -3a =%� ISB R10-7 R14-1 �I rig 0661 MA R3-4 0635 0634 IS IS R6-1(Rt) 0633 R5-1 R6-1(Lt) is 0632 R6-1(Rt) R5 -1a IS R6-1(Lt) G92(CA) 0631 G27-2(CA)(10) IS M3-4 R3-7 M6-2(Rt) 0636 IS R5- i R5- a X V V 3 7 IS 0638 R91-3��A� 0640 ASPH 0643 J X IS 0639 IS R5 -10c � X -1IS X /� / R5 -10a I I R61�'fi3( I 0644 IS � 0645 0646 0647 R91-3(CA)� f Dist COUNTY ROUTE NOTES: SHEET TOTAL = TOTAL PROJECT 1. CLEARANCE OF VIS REQUIRED BETWEEN SURFACE OF MEDIAN AND BOTTOM 08 SBd 10 12.3/14.1 OF LOWEST MOUNTED SIGN PANEL UNLESS OTHERWISE INDICATED° 624 S-0-� h C&—�- 09-08-11 ROFESS10 20 SEE SHEET S-1 FOR LEGEND. �a X ANN CHEAH 3. EXACT LOCATIONS AND POSITIONS OF ROADSIDE SIGNS PLANS APPROVAL DATE cy-, No. THE S TA TF OF CAL IFORNIA OR L TS OFF/CEPS E x p. CIVIL OR AGENTS SHAL L NOT BE RESPONSIBL E FOR sT tiP TO BE DETERMINED BY THE ENGINEER° OF SCANNED qTF OF CAL 1F0?. COPIES OF TH/S PIAN SHEET z PARSONS SANBAG 3200 EAST GUASTI ROAD 0600 MATCH LINE Sta 40+00000 SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 SEE SHEET S-7 0603 IS R6-1(Rt) is R4-7 NC 0601 , TYPE N 0604 - - RM I m �" 0602 IS ' R5 -10a ISB o w R18B 0605 R1 8B , I , Q w RM R26(S)(CA) i i i Q 0 R26(S)(CA) R371 0607 X IS Q ::EW1 7 ISB 062 m Lli � TYPE N (RED) R9 -3a CD MA SNS 1N0 00 0-1 11-1 R10-7 ''CHERRY AVE" Lli = R14-1 Q o 0 09 w = RM 061 0 G77-4(CA)(10) MA 0611 R61-13(CA) MA C R3-18 0612 o m mI S 0 61 3 4------- •s Q� G92(CA) IS 0614 0 -- �z �CD w � R18B(CA) IS - ISB 0627 R26(S)(CA) W73A(CA) 0628 IS R26(S)(CA) 0629 ISB R9 -3a =%� ISB R10-7 R14-1 �I rig 0661 MA R3-4 0635 0634 IS IS R6-1(Rt) 0633 R5-1 R6-1(Lt) is 0632 R6-1(Rt) R5 -1a IS R6-1(Lt) G92(CA) 0631 G27-2(CA)(10) IS M3-4 R3-7 M6-2(Rt) 0636 IS R5- i R5- a X V V 3 7 IS 0638 R91-3��A� 0640 ASPH 0643 J X IS 0639 IS R5 -10c � X -1IS X /� / R5 -10a I I R61�'fi3( I 0644 IS � 0645 0646 0647 R91-3(CA)� f Dist COUNTY ROUTE POST MILES SHEET TOTAL = TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 320 624 S-0-� h C&—�- 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE e �a SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE cy-, No. THE S TA TF OF CAL IFORNIA OR L TS OFF/CEPS E x p. CIVIL OR AGENTS SHAL L NOT BE RESPONSIBL E FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL 1F0?. COPIES OF TH/S PIAN SHEET z PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 �- L) 027-2(CA)(10) aw = M3-4 R26(S)(CA) W1�-2 i J o W1 -8 r �o ��J - M6-2(Lt) W16- P 0615 9M U CHERRY = 1 x o R M aM� - 4 it 0 i I x--- `� R 1 7 BC0�jD a lN0 I 0659 X� LLI 0617 G92(CA)- IS ( ) �� II RM �,O / � - G27-2 CA 10 I I I R26(S)(CA) Q G77 4(CA)(Mod) ( )( ) a M.s-4 I I M6-2 � � 0660 0618 0619 � � I I IS W11Is Ln 9 i/ I I M I I G78-1(CA) 0 1 �,A clqb I UN UH z � n 0648 \\ m I S � 0620 W16 -7p I I I I �W3-3 � I S n 0650 �'�j �� z Nd 1 I' w o G92(CA) I I I I I 0649 IS '� '�o� G27-2(CA)(1 0) RM R91-3(CA) z M3-4 _ I 0658 R61-7(CA) C:) M6-2(CA)(Lt) _ _ I I 0656 0657 IS X � G27- - _- 0655 IS R1 8B(CA) RM R4-7 EXT TYPE N � • �Q a F- RMiweri 8 Ave _MP R5-1 0a 0 o M o IN 0626 -- 4 2 MILES z `f' zo lL_ _ -----1-- 6 --- -------- 0 w J 0 24 a I b y 6 9 5 ----- -- -- 0653 0654 ISS o w _ rn IS -- 0652 IBP Sta 697+93.00 IIA" o Q = 0 0 Ln o I R5 -10a 3 0 0 00 00 o I I RM R89-2(CA) G83-5(CA)(Mod) 00 w U, 2 R16B R10-6 FWBT o U) Lf' ------ - - -- ---- .. A .. o i - LINE 4- w o - - - - _ - _ - - _ I -WB Rte 'f 0 - - - - - - - _ _ _ _ - z Lu TTM U 0623 G92(CA) MATCH LINE 0651 R5-1 8 If �- 06250 Etiwanda Avel Q uj G27-2(CA)(1 0) Sta 31+50000 R5-1 a RSS Q IS 2 MILES M3-4 SEE SHEET S-5 G83-1(CA) R91-3(CA) THIS PLAN ACCURATE FOR SIGN WORK ONLY. M6-2 I-10 FEET USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 BORDER BAST REVISED 7/2/2010 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE => 846800oc006.dgn IS IN INCHES N o� N N N N o0 �N 00 ww 00 J J ww 1-- :2 a M SIGN PLAN P 0 u SCALE: 1"= 50' S-6 o aO w z = 0 _ U u Q z z o 0 V) z Q M.s-4 I I M6-2 � � 0660 0618 0619 � � I I IS W11Is Ln 9 i/ I I M I I G78-1(CA) 0 1 �,A clqb I UN UH z � n 0648 \\ m I S � 0620 W16 -7p I I I I �W3-3 � I S n 0650 �'�j �� z Nd 1 I' w o G92(CA) I I I I I 0649 IS '� '�o� G27-2(CA)(1 0) RM R91-3(CA) z M3-4 _ I 0658 R61-7(CA) C:) M6-2(CA)(Lt) _ _ I I 0656 0657 IS X � G27- - _- 0655 IS R1 8B(CA) RM R4-7 EXT TYPE N � • �Q a F- RMiweri 8 Ave _MP R5-1 0a 0 o M o IN 0626 -- 4 2 MILES z `f' zo lL_ _ -----1-- 6 --- -------- 0 w J 0 24 a I b y 6 9 5 ----- -- -- 0653 0654 ISS o w _ rn IS -- 0652 IBP Sta 697+93.00 IIA" o Q = 0 0 Ln o I R5 -10a 3 0 0 00 00 o I I RM R89-2(CA) G83-5(CA)(Mod) 00 w U, 2 R16B R10-6 FWBT o U) Lf' ------ - - -- ---- .. A .. o i - LINE 4- w o - - - - _ - _ - - _ I -WB Rte 'f 0 - - - - - - - _ _ _ _ - z Lu TTM U 0623 G92(CA) MATCH LINE 0651 R5-1 8 If �- 06250 Etiwanda Avel Q uj G27-2(CA)(1 0) Sta 31+50000 R5-1 a RSS Q IS 2 MILES M3-4 SEE SHEET S-5 G83-1(CA) R91-3(CA) THIS PLAN ACCURATE FOR SIGN WORK ONLY. M6-2 I-10 FEET USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 BORDER BAST REVISED 7/2/2010 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE => 846800oc006.dgn IS IN INCHES N o� N N N N o0 �N 00 ww 00 J J ww 1-- :2 a M SIGN PLAN P 0 u SCALE: 1"= 50' S-6 o aO x 0 >_ w CID cn o > w w > w w � Q 0 X om z m Q r-) _ Q� o m � w > 00 ww � Y w U 2 = o 0 Q 0 w Q z z w M Q n w a I ESTI 1 I 11 ASPH � 40 R10-4b(Rt) I I II 1 ASPH III ESTR I 1 1 ESTR I I J _- - 1 0-4b(Lt) i R3 7,- R1111 1 1 R26(S)(CA)I1 0 1 I 1 0726I 1 1 1 EST MA SNS I 1�1 R3_7 1 111 CHERRY AVEC a- zL I \ 1 1 -� 10_N M11 PH II R73-6(CA, Lz� 00 - - I- -is- �� 7F _ _ 00 J - _ _ � -- _ - _ I � Q wV s4 "V" L NE Lu = w LnLjj Z w -x _ -- -- CONC hI 0708 is 0707 R L5� TRRtr IS 11 I _ RI - 7 R3-7 I I E TR 1 R 2 6( �( C A''d- I -1-0 4�L t) j z ESTR �1 I > z 1coNc R10-7 ESTR R10-4b(Lt) ' 1 CITYI'IGN I I� I �n ,— o x � a U Li 0 w c~ V ASPH ASPH 0 x - 8M L i - - - OM1' I Iv 0729 1 MA SNS 00� I I h "VALLEY BLVD" ' 0705 R4-7 1 M 1 TYPE N , 0706 MA R73-2(CA) WEST 10 -EAST i-7-41 $S R26(S) CA) 110 0703 ' III II ISB CA) I , 07 4 1 1 1 41, ` 11 IS ' ' G77A(C�A) F S B'1T 1 _ 11 _ x 001 I --- 0702 , 1 0724 RM I W3-3IR6-1 (Rt ) ' 0700 I ' TYPE N 1 1 IS ' I 1 0725 R26(S)(CA) ' I I o ' IS MATCH LINE STA 40+00.00 R6-1(Rt) SEE SHEET S-6 TYPE N LX ' 071 1 -M A- R73T6(CA) MA SNS x' -VALLEY BLVD"\ ESTR ASPH Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 321 624 S-cr`^ h Ct--� 09-08-11, RpFESSIc x REGISTERED CIVIL ENGINEER DATE �o Q Nq� � z ANN � HEAH ON �`- 09-08-117 521 43 `� x PLANS APPROVAL DATE � No. THE STATE OF CALIFORNIA OR ITS OFFICERS {x Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR s1, CIVIL tiP THE ACCURACY OR COMRL ETENESS OF SCANNED qTF pF CAL `F cn COPIES OF THIS RL AN SHEET Q x PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 R10-4b(Lt) % ESTR X L 1 -1 x = \/ ESTR 14-1 � ASPH ESTR R3-7 ESTR Q ESTR S R1'0-4b(Rt) R26(S) CA) W -3 x ESTR x ®x - - - _x I - - — -x x - _2 6 J (CA) x x - - =x -- -- -__- -_ — — — — — — — — — VALLEY Blvd 55 Ir 8 9 r' 50 071 5 \ ISB R10-4b(Rt) 0716 IS R3-7 0717 RM R-26 (-S) (C ABX ASPH ---- — - F— _ __ _- -- — — - L- -X ---X --- z -- x x x 071 3) MA R73-6(CA) ES R21 o 7 zl o� I �— ASPH ESTR R26J(CA) x LX_ _ — — - - x x F _X_ x x X NOTES ESTR 1 . CLE RANCE OF 7' IS REQ IRED BWEEN SURFACE OF MEDIAN �AND BOTTOM 11, S -H R26J(CA) OF LOWEST MOUNTED SIGN PANELll']J�'NLESS OTHERWISE INDIC-A� ED. 2. SEES SHEET S-1 FOR LEG�1\FD. - 3. EXA T LOCATIONS AND POSITIONS OF ROADSIDE SIGNS T �EIX DETERMINED BY ;'THE ENGINEER. 11 0728 0712 II MA SNS /11+ "CHERRY AVE" IS 11 R26(S)(CA) 1I x X_ 1 x x 071 4 � I ISB R10-4b(Lt) X 11 R10-7 1 / II x v R14 -1i z oz I 1 O U I x I 11 x a II ASPH IS R3-7 ' x -- I i x r>�- _IX RM CITY SIGN �� �� ; I' ® x x -GONG- - 0721---' !'RM DIRT PILES X R26(S)(CA) x 0722 = ASPH ISB R26(S)(CA) a 0723 I S I R6-1(Rt) SIGN PLAN TYPE N SCALE: 1 50' THIS PLAN ACCURATE FOR SIGN WORK ONLY. USERNAME _> p0026551 RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE -> 846800oa007.dgn IS IN INCHES I I I I I I I UNIT 2232 PROJECT NUMBER &PHASE om III m III r-) _ Q� o I w I I 11 00 ww Ju� III aw `''J z = z w M Q n w a I ESTI 1 I 11 ASPH � 40 R10-4b(Rt) I I II 1 ASPH III ESTR I 1 1 ESTR I I J _- - 1 0-4b(Lt) i R3 7,- R1111 1 1 R26(S)(CA)I1 0 1 I 1 0726I 1 1 1 EST MA SNS I 1�1 R3_7 1 111 CHERRY AVEC a- zL I \ 1 1 -� 10_N M11 PH II R73-6(CA, Lz� 00 - - I- -is- �� 7F _ _ 00 J - _ _ � -- _ - _ I � Q wV s4 "V" L NE Lu = w LnLjj Z w -x _ -- -- CONC hI 0708 is 0707 R L5� TRRtr IS 11 I _ RI - 7 R3-7 I I E TR 1 R 2 6( �( C A''d- I -1-0 4�L t) j z ESTR �1 I > z 1coNc R10-7 ESTR R10-4b(Lt) ' 1 CITYI'IGN I I� I �n ,— o x � a U Li 0 w c~ V ASPH ASPH 0 x - 8M L i - - - OM1' I Iv 0729 1 MA SNS 00� I I h "VALLEY BLVD" ' 0705 R4-7 1 M 1 TYPE N , 0706 MA R73-2(CA) WEST 10 -EAST i-7-41 $S R26(S) CA) 110 0703 ' III II ISB CA) I , 07 4 1 1 1 41, ` 11 IS ' ' G77A(C�A) F S B'1T 1 _ 11 _ x 001 I --- 0702 , 1 0724 RM I W3-3IR6-1 (Rt ) ' 0700 I ' TYPE N 1 1 IS ' I 1 0725 R26(S)(CA) ' I I o ' IS MATCH LINE STA 40+00.00 R6-1(Rt) SEE SHEET S-6 TYPE N LX ' 071 1 -M A- R73T6(CA) MA SNS x' -VALLEY BLVD"\ ESTR ASPH Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 321 624 S-cr`^ h Ct--� 09-08-11, RpFESSIc x REGISTERED CIVIL ENGINEER DATE �o Q Nq� � z ANN � HEAH ON �`- 09-08-117 521 43 `� x PLANS APPROVAL DATE � No. THE STATE OF CALIFORNIA OR ITS OFFICERS {x Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR s1, CIVIL tiP THE ACCURACY OR COMRL ETENESS OF SCANNED qTF pF CAL `F cn COPIES OF THIS RL AN SHEET Q x PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 R10-4b(Lt) % ESTR X L 1 -1 x = \/ ESTR 14-1 � ASPH ESTR R3-7 ESTR Q ESTR S R1'0-4b(Rt) R26(S) CA) W -3 x ESTR x ®x - - - _x I - - — -x x - _2 6 J (CA) x x - - =x -- -- -__- -_ — — — — — — — — — VALLEY Blvd 55 Ir 8 9 r' 50 071 5 \ ISB R10-4b(Rt) 0716 IS R3-7 0717 RM R-26 (-S) (C ABX ASPH ---- — - F— _ __ _- -- — — - L- -X ---X --- z -- x x x 071 3) MA R73-6(CA) ES R21 o 7 zl o� I �— ASPH ESTR R26J(CA) x LX_ _ — — - - x x F _X_ x x X NOTES ESTR 1 . CLE RANCE OF 7' IS REQ IRED BWEEN SURFACE OF MEDIAN �AND BOTTOM 11, S -H R26J(CA) OF LOWEST MOUNTED SIGN PANELll']J�'NLESS OTHERWISE INDIC-A� ED. 2. SEES SHEET S-1 FOR LEG�1\FD. - 3. EXA T LOCATIONS AND POSITIONS OF ROADSIDE SIGNS T �EIX DETERMINED BY ;'THE ENGINEER. 11 0728 0712 II MA SNS /11+ "CHERRY AVE" IS 11 R26(S)(CA) 1I x X_ 1 x x 071 4 � I ISB R10-4b(Lt) X 11 R10-7 1 / II x v R14 -1i z oz I 1 O U I x I 11 x a II ASPH IS R3-7 ' x -- I i x r>�- _IX RM CITY SIGN �� �� ; I' ® x x -GONG- - 0721---' !'RM DIRT PILES X R26(S)(CA) x 0722 = ASPH ISB R26(S)(CA) a 0723 I S I R6-1(Rt) SIGN PLAN TYPE N SCALE: 1 50' THIS PLAN ACCURATE FOR SIGN WORK ONLY. USERNAME _> p0026551 RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE -> 846800oa007.dgn IS IN INCHES I I I I I I I UNIT 2232 PROJECT NUMBER &PHASE r) - 0 III r-) _ n ° N D I I 11 00 ww 00 a Q `''J z = o U o 0 U Q z S-7 Jo 1 LL o o uoz Q z O U z w M Q n w a I ESTI 1 I 11 ASPH � 40 R10-4b(Rt) I I II 1 ASPH III ESTR I 1 1 ESTR I I J _- - 1 0-4b(Lt) i R3 7,- R1111 1 1 R26(S)(CA)I1 0 1 I 1 0726I 1 1 1 EST MA SNS I 1�1 R3_7 1 111 CHERRY AVEC a- zL I \ 1 1 -� 10_N M11 PH II R73-6(CA, Lz� 00 - - I- -is- �� 7F _ _ 00 J - _ _ � -- _ - _ I � Q wV s4 "V" L NE Lu = w LnLjj Z w -x _ -- -- CONC hI 0708 is 0707 R L5� TRRtr IS 11 I _ RI - 7 R3-7 I I E TR 1 R 2 6( �( C A''d- I -1-0 4�L t) j z ESTR �1 I > z 1coNc R10-7 ESTR R10-4b(Lt) ' 1 CITYI'IGN I I� I �n ,— o x � a U Li 0 w c~ V ASPH ASPH 0 x - 8M L i - - - OM1' I Iv 0729 1 MA SNS 00� I I h "VALLEY BLVD" ' 0705 R4-7 1 M 1 TYPE N , 0706 MA R73-2(CA) WEST 10 -EAST i-7-41 $S R26(S) CA) 110 0703 ' III II ISB CA) I , 07 4 1 1 1 41, ` 11 IS ' ' G77A(C�A) F S B'1T 1 _ 11 _ x 001 I --- 0702 , 1 0724 RM I W3-3IR6-1 (Rt ) ' 0700 I ' TYPE N 1 1 IS ' I 1 0725 R26(S)(CA) ' I I o ' IS MATCH LINE STA 40+00.00 R6-1(Rt) SEE SHEET S-6 TYPE N LX ' 071 1 -M A- R73T6(CA) MA SNS x' -VALLEY BLVD"\ ESTR ASPH Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 321 624 S-cr`^ h Ct--� 09-08-11, RpFESSIc x REGISTERED CIVIL ENGINEER DATE �o Q Nq� � z ANN � HEAH ON �`- 09-08-117 521 43 `� x PLANS APPROVAL DATE � No. THE STATE OF CALIFORNIA OR ITS OFFICERS {x Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR s1, CIVIL tiP THE ACCURACY OR COMRL ETENESS OF SCANNED qTF pF CAL `F cn COPIES OF THIS RL AN SHEET Q x PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 R10-4b(Lt) % ESTR X L 1 -1 x = \/ ESTR 14-1 � ASPH ESTR R3-7 ESTR Q ESTR S R1'0-4b(Rt) R26(S) CA) W -3 x ESTR x ®x - - - _x I - - — -x x - _2 6 J (CA) x x - - =x -- -- -__- -_ — — — — — — — — — VALLEY Blvd 55 Ir 8 9 r' 50 071 5 \ ISB R10-4b(Rt) 0716 IS R3-7 0717 RM R-26 (-S) (C ABX ASPH ---- — - F— _ __ _- -- — — - L- -X ---X --- z -- x x x 071 3) MA R73-6(CA) ES R21 o 7 zl o� I �— ASPH ESTR R26J(CA) x LX_ _ — — - - x x F _X_ x x X NOTES ESTR 1 . CLE RANCE OF 7' IS REQ IRED BWEEN SURFACE OF MEDIAN �AND BOTTOM 11, S -H R26J(CA) OF LOWEST MOUNTED SIGN PANELll']J�'NLESS OTHERWISE INDIC-A� ED. 2. SEES SHEET S-1 FOR LEG�1\FD. - 3. EXA T LOCATIONS AND POSITIONS OF ROADSIDE SIGNS T �EIX DETERMINED BY ;'THE ENGINEER. 11 0728 0712 II MA SNS /11+ "CHERRY AVE" IS 11 R26(S)(CA) 1I x X_ 1 x x 071 4 � I ISB R10-4b(Lt) X 11 R10-7 1 / II x v R14 -1i z oz I 1 O U I x I 11 x a II ASPH IS R3-7 ' x -- I i x r>�- _IX RM CITY SIGN �� �� ; I' ® x x -GONG- - 0721---' !'RM DIRT PILES X R26(S)(CA) x 0722 = ASPH ISB R26(S)(CA) a 0723 I S I R6-1(Rt) SIGN PLAN TYPE N SCALE: 1 50' THIS PLAN ACCURATE FOR SIGN WORK ONLY. USERNAME _> p0026551 RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE -> 846800oa007.dgn IS IN INCHES I I I I I I I UNIT 2232 PROJECT NUMBER &PHASE 0 0 N° \ r-) _ N \ ° N �r I I 11 00 ww 00 J CLa_ J ww a� 0 H o 0 �o 'o w �o S-7 Jo 1 x 0 w m cn o > LLL w > w w o Q 0 x om w aLL] �z U � L„ aw U o r m o w U w = U O z TOTAL Q TOTAL PROJECT No. SHEETS 08 m >- w W > S-0-� h Ct---t- CD -- 09-08-11 0-1 Y REGISTERED CIVIL ENGINEER DATE e tiq� W U � SOON ANN CHEAH Q w 52143 a Q THE STATE OF CALIFORNIA OR I TS OFF/CERS E x p. CI VIL z w THE ACCURACY OR COMPLETENESS O U 0 x om w aLL] �z U � L„ aw U o r m o w U w = U O SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 w 322 624 S-0-� h Ct---t- J J IZ a - 09-08-11 ROFESS1� REGISTERED CIVIL ENGINEER DATE e tiq� z 0 �a � SOON ANN CHEAH Q w 52143 a w THE STATE OF CALIFORNIA OR I TS OFF/CERS E x p. CI VIL z = THE ACCURACY OR COMPLETENESS O U 0 PARSONS SANBAC U Q 1170 W 3RD STREET z SAN BERNARDINO, CA 92410 z 0 0 V) z Q z O U NOTES 1. SEE SHEET S-1 FOR LEGEND. 20 EXACT LOCATIONS AND POSITIONS OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER° X � i,r�m . ........ . a Q� 805 X � X � � CONC .. 6f Rss i Cherry � (`A venue 1-10 FWBT I IUIIX�- �} Iz 177 0 Iu ('P ) II L y O ' O— + — — o -H w 0 0803 0804 _ c RM RM w G84-2(CA) W4-1 LU z -'7 05 "A" LINE fD U o o—SBD - 10 — — — — — — + 4 - - 70-5 I�BII SINE - o - w 4 _� 3 R5 LINE w z -- wJ U) U Q C:) _ x F- —�I R Q cn z Q 0 z w Q w a Q ° z O II X � Q U 0 w o c~n L BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800oa008.dgn - 710 -VP X iXI •:• Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 322 624 S-0-� h Ct---t- J J IZ a - 09-08-11 ROFESS1� REGISTERED CIVIL ENGINEER DATE e tiq� z 0 �a � SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. 7-1 THE STATE OF CALIFORNIA OR I TS OFF/CERS E x p. CI VIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL CORES OF TB/S PIAN SHEET 0 PARSONS SANBAC 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 G84-2I�A�61) ,I r � I I 00 O Ln WB Rte 10— — — Ln - - — - 715 0 ~ 2 3 4 - w 710 1 'II -1011 LINE = 7 CHERRY AVE EB- ENT1 ANCE R 0806 IS W9-1 0807 0808 IBP R89-2(CA) R10-6 UP [RR Li z w — - — — EB Rte1 0 71-0 - - - -� - 2 - - - - - _ - - - U i ' 7�� 1 2 - - - - - - - - -- - - - Q op _u X X -- X J ' DIRT PILES 0802 IS W4-1 THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I UNIT 2232 PROJECT NUMBER & PHASE SIGN PLAN SCALE: 1"= 50' N o cv N N o0 �N 00 ww 0 0 J J IZ a - W W F-- :2 a C) z 0 0 0 U, w cl�0 0 S _ 8 1 a 0 x 0 J' 0 w m cn o > w w > w w o Q 0 o r w m aLL] o �z w U , U � Ln W aw = U o U 0 V / w a z 0 U z LL z Q z 0 U W x F— Q 0 r cn z Q 0, 1. SEE SHEET S-1 FOR LEGEND. 1. EXACT LOCATIONS AND POSITIONS OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER° Dist COUNTY ROUTE POST MILES SHEET TOTAL o N ll�T o0 TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 323 624 S-0-� h Ct---t- n II n II 09-08-11 0 w R�FESS10 REGISTERED CIVIL ENGINEER DATE e tiq� 00 �a SOON J a - ANN CHEAH � 09-08-11 w 52143 PLANS APPROVAL DATE No. 7-1 CT -'z THE S TA TF OF CAL IFORNIA OR ITS OFF/CEPS E x p. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR 1'1 tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL COPIES OF /-///S PIAN SHEET I PARSONS w cl�0 SANBAG 3200 EAST GUASTI ROAD � u� 1170 W 3RD STREET SUITE 200 <0 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 Ji III II I ( r A K I = X IX I I X V I ZI � _1 EXT 1 � ® Q I 10l ISS I I Cherry Ave ► I rI 1 �� _ 1 I CONC I 1 �I Sta 716+-O� 0 X EXITL7 I I x G85-11(CA)I(M0 _ I I �I -- ----- - - - - -- FW�BT 1 I I X zI u I — — -.—o ° x I—X --- �„ ---— x — —— 0 1 X — —CO -NC --�— — — ------—---------------———————CONC———————— — — — — — X ------X — — — — --X -- ■ ASPH 10 WB Rte 1000NC o - - — 0 SBD 0 _ _ _ — — — — — _ 6 7 8 ASPH - _ - - _ - - - _ _ _ _ - - - - 2 3 ..I_ 1 0�� LINE 4 725 -- Lf)n , ' 720 cn 6 7 g 9 ~ Q --------- _ _ — — — — SBD - 10— w FB -Rte 1 Ln - cn w w z - w— — _ — — — — — — — — — — — — — — — — — — — — — — — cn_ — — — — — – – – – – – – – – – – – – – – – _ - - - - - - - - - - - - - - - - - - X X u - - - -- - - - - - - - -- --- -- --- V IN X X X X u X X X IQI 2 1 / X ASP Q O 1 X X THIS PLAN ACCURATE FOR SIGN WORK ONLY. BORDER CST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800oc009.dgn IS IN INCHES I I I TA)� UNIT 2232 PROJECT NUMBER & PHASE SIGN PLAN SCALE: 1"= 50' i UNIT 2232 PROJECT NUMBER & PHASE SIGN PLAN SCALE: 1"= 50' N o o N ll�T o0 N N � o0 N n II n II 0 w 0 w 00 J CL J a - W F-- W :2 a C) z 0 0 0 u I w cl�0 0 S-9 � u� I <0 x 0 w m Un o > w w > w w m Q 0 x COUNTY ROUTE ASPH II z X II II Q x II �I I I I 08 m >- 12.3/14.1 w > S-0-� h Ct---t- CD II (Y Y L�rl W U = ANN CHEAH 09-08-11 Q PLANS APPROVAL DATE Q THE S TA TE OF CAL IFORNIA OR ITS OFF/GFRs �x E x p. CIVIL OR AGENTS SHAT L NOT BE RESPONSIBLE W THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL 1F _ i XI r w m aX o �z w U � U w aw = U o U w o- _ � Q a w z = O U U Q z � z 0 0 V) z Q z O U z C:) _ x F— F- r)— C:) — F- 0 r c� z Q F— I I — II O F— z w F— Q W D I Q O Z O I NOTES: 1. SEE SHEET S-1 FOR LEGEND. 20 EXACT LOCATIONS AND POSITIONS OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER° 3 �1 i x —x - COUNTY ROUTE ASPH II x X II II I �I I �I x II �I I I I 08 SBd 10 12.3/14.1 324 624 S-0-� h Ct---t- II I o I L�rl 10 �a SOON <1� ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR ITS OFF/GFRs �x E x p. CIVIL OR AGENTS SHAT L NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL 1F COPIES OF TH/S PIAN SHEET i PARSONS 3 �1 i x —x - COUNTY ROUTE POST MILES x X x TOTAL PROJECT x SHEETS X I / � II j II = � II Q F�STR� II r� II R30A(CA) II ASPH X II x 1008 1007 II IS I II R3-7 x R' -7 II ESTR + X R 1�7 x �x�X X x- R30A(CA) X II Q Xy _ --� =x— x� —��— �— ----7 — — — — — — — — — — — — — — — — — — — — — — — — — — ——'/'ALLLY BL — — — - - -4 - - - --35- - - -6 - - - - 7 ��V�� LINE 8 r ,� 2 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 324 624 S-0-� h Ct---t- 09-08-11 ROFESSJO REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON <1� ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. THE S TA TE OF CAL IFORNIA OR ITS OFF/GFRs �x E x p. CIVIL OR AGENTS SHAT L NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CAL 1F COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 cn — — — _. X----x----�— �x— II � I II I ASPH I Ix ----� I II r I u I I ---- CONC a VALLEY Blvd =X-- CONC x- - - - - - - - - -_ --� THIS PLAN ACCURATE FOR SIGN WORK ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800oa010odgn IS IN INCHES I I I x- i< 10 00 1 001 1 002 X IS R3-5(Rt) UNIT 2232 — — — — — — J w U T I < Xi- /11 4 /1 I IS W4-7(CA) CONC PROJECT NUMBER & PHASE N 0 0 cv °° N N o0 � N n n II II � p W W 00 J J a- a - LU W F-- :2 a C) SIGN PLAN P 0 u I SCALE: 1 50' 0 S-10 0 0 w cn w w cn z �--� w — — — — — — J w U T I < Xi- /11 4 /1 I IS W4-7(CA) CONC PROJECT NUMBER & PHASE N 0 0 cv °° N N o0 � N n n II II � p W W 00 J J a- a - LU W F-- :2 a C) SIGN PLAN P 0 u I SCALE: 1 50' 0 S-10 x 0 � w m cn > w w ul� cr > w w� C:� Q R=1 .5" z � 0 Z Y Q U w o x om w �a �z �L U— --1Lnw aw U o m o w U = U O E F R 8-7161 5-71611 > 2—X5/611 5/811 9 9/1611 1 /211 10 w 325 411D 311 m X311411 D 311 4.. D 3.1 ROFESS10 411D 4 11 D 4 11 D 50211 50211 w Q w 52143 a w THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS �x Exp . CIVIL z = THE ACCURACY OR COMPLETENESS O U PARSONS SANBAG U Q 1170 W 3RD STREET z SAN BERNARDINO, CA 92410 � Z LL- O O V) z Q w z O U A R -'i F HORIZONRAL/VERTICAL ARROW DETAIL A B C DC E F R 8-7161 5-71611 2-5/611 2—X5/611 5/811 9 9/1611 1 /211 SIGN #0538 R61 (CA)(Mod) DETAIL WB EB FWY FWY ONLY ONLY OK ONLY 16 17 17 16 INSTALL BARRIER MOUNTED SIGN Sta 26+75 ''C'' LINE - FNBT BORDER THICKNESS=0o75'' BLACK/WHITE SEE ARROW DETAIL z C:) (THIS SHEET) x a 0 z Q 0 IQI SIGN #0617 G77-4(CA)(Mod) DETAIL 611 80411 11 0311 220311 50311 50311 70311 POST MILES SHEET 16.5 14.5 16 17 17 16 INSTALL BARRIER MOUNTED SIGN Sta 26+75 ''C'' LINE - FNBT BORDER THICKNESS=0o75'' BLACK/WHITE SEE ARROW DETAIL z C:) (THIS SHEET) x a 0 z Q 0 IQI SIGN #0617 G77-4(CA)(Mod) DETAIL 611 80411 11 0311 220311 50311 50311 70311 POST MILES SHEET 16.5 14.5 300511 TOTAL PROJECT No. SHEETS 08 SBd 10 48 325 411D 311 411D 311 X311411 D 311 4.. D 3.1 ROFESS10 411D 4 11 D 4 11 D 50211 50211 50211 09-08-11 EAST INTERSTATE O WEST � NO 6 11 23.2 1 1 9.2'' 0211 90611 6 I I 5411 INSTALL DOUBLE POST Sta 34+50 ''C'' LINE - FSBT BORDER THICKNESS=211 WHITE/GREEN QO W QO lXM w 00 Qo w QQ z. Ln SIGN #0660 G78-1 (CA) DETAIL 11 10 WEST 230211 5411 'E W co CV Q0 w �o Qo 9.211 0211 90611 611 INSTALL DOUBLE POST Sta 35+00 ''C'' LINE - FNBT BORDER THICKNESS=2 WH ITE/GREEN SIGN #0534 G77-4(CA)(Mod) DETAIL 611 23.2 1 0 0 411 WEST INTERSTATE O EAST 8. 411 611 611 220311 100111 90611 611 541. INSTALL BARRIER MOUNTED SIGN Sta 26+00 ''C'' LINE - FNBT BORDER THICKNESS=2 WH ITE/GREEN QO W QO Xtl w 00 �o w Noll THIS PLAN ACCURATE FOR SIGN WORK ONLY. SEE ARROW DETAIL (THIS SHEET) Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 325 624 S-0-� h Ct---t— 09-08-1 1 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a � SOON ANN CHEAH 09-08-11 w 52143 PLANS APPROVAL DATE No. CT-' THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS �x Exp . CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TB/S RL AN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 SIGN #0704 G77A(CA) DETAIL 200311 230211 WEST INTERSTATE O EAST 1 311 9.6 611 LEFT LANE 11 01 11 20.7 1 1 611 23 1 1 1 1 01 11 7211 INSTALL DOUBLE POST Sta 42+50 ''C'' LINE - FSBT BORDER THICKNESS=211 WHITE/GREEN Q0 w Q0 z. w 00 W �O LO w Qo I& ROADSIDE SIGN DETAILS NO SCALE BORDER EAST REVISED 7/2/201 0 USERNAME _> poo26551 RELATIVE BORDER SCALE o � 2 3 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE _> 846800ob001 odgn IS IN INCHES I � I � I � I N �N oN N �Ln �� N o0 �N 00 LULU O J J LU LU a o� zO o O �:O w cl� O SD _ 1 ■ a O O x J' x SEE G70-2(CA)(61) DETAIL (SHEET SD -4) EXIT LLI r--� > LLI LLI � Etiwandu� cra > w w � o Q o W 2 Lnml C7 1409' _I_ 17402" Q u I �E 6603" 7104" w o 204" O w o- w Q a w z = O U U Q z z LL- 0 0 V) z Q w z O U BORDER THICKNESS = 2 WHITE/GREEN G83-5(CA)(Mod) DETAIL ETW 12' 5 9 Ave 6603" GENERAL SIGN STRUCTURE NOTES (SD -2 TO SD -4) 1 o ALL SIGN ELEVATIONS AND DIMENSIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. 20 INSTALL ELECTRICAL CONDUIT IN SIGN FOUNDATIONS PER THE STANDARD PLAN AND ELECTRICAL PLANS. 3. SIGN SUPPORT SPANS SHALL BE LEVEL. BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800ob002.dgn 1409' 12/ (2/ & Var) C9 W = O Q0 0-) CV W CV V R=1 2" 121 OG "A" LINE Elev 1046076= ETW 1 2' ) (10/ w U z a a w U ES 7' G83-5(CA)(Mod) EXIT rj g Etiwanda Ave 2 MILES CONTINUOUS WALKWAY - 17' HIGH POINT E I ev 1027.-76" 2% & Var SIGN FWBT ROUTE 10 STA "A" 697+93000 1. INSTALL NEW SIGN STRUCTURE (TUBULAR) 20 INSTALL REFLECTIVE LAMINATED SIGN PANEL TYPE A. 3. ILLUMINATION REQUIRED. THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE 0 2 3 UNIT 2232 is IN INCHES I � I � I � I FG Dist Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 326 624 S-0-� h Ct---t– —09-08-11 R�FESSI O REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR I TS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PLAN SHEET PARSONS SOON c �� ANN CHEAH z w No. 52143 m Exp. sT CIVIL P l ATF of CAL 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 POST 38' POST TYPE IV E I ev 1027.58/ 4:1 OR FLATTER 5'-6"x5'-6" SQUARE PEDESTAL 5' Dia CIDH PILE 33' FOUNDATION DEPTH QQ 00 Q0 E l ev 1028.08/ BASE PLATE OVERHEAD N o� N �Ln N �N N o0 SIGN DETAILS 0 J 0 -a LULU a o� - z oO u�I PROJECT NUMBER & PHASE NO SCALE N o� N �Ln N �N N o0 00 ww 0 J 0 J 0 -a LULU a o� - z oO u�I O SD -2 �:O w cl�O a O O x z >- 0 > Z Y Q U w o x � 0 > w o- w a z 0 U z w z a w z 0 u SEE ARROW DETAIL (THIS SHEET) Cherry EXIT SEE G70-2(CA)(61) DETAIL (THIS SHEET) EXIT 61 Ave ONLY 13" 20" 62" 44" 6" 20" 6" 4 " 13" 3407" 158.6 34.7" 228" BORDER THICKNESS = 2 WHITE/GREEN 21� 1 0" 10 E 10 EXIT 1006" 5" 20'' 1 0''E 5" G85-11 (CA)(Mod) DETAIL 705" 61 1- 1 51E 30" 7.5" R=6" 1 006 ' 90" G70-2(CA)(61) DETAIL EXIT BLACK/ YELLOW WHITE/ GREEN "I-10" LINE z C:) R=3.. x Q 44�� o W61 A (CA) OVERLAY DETAIL r z Q � 5" 20" 1 0"EONLY BLACK/ YELLOW 5" R=311 44" Q W61 B (CA) OVERLAY DETAIL z o NOTE: x 10 SEE SHEET SD -2 FOR GENERAL SIGN STRUCTURE NOTES. 0 w o BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800ob003odgn 19' ETW R=1 2'' 12' 12' rOG 12' 6 0=60° ARROW DETAIL Elev 1058.06' I 36' 19' i G85-11(CA)(Mod) EXIT 61 Cherry Ave EXIT � ONLY Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 327 624 S-0-� h Ct---t— 09-08-1 1 R�FESS10 REGISTERED CIVIL ENGINEER DATE e tiq� �a SOON ANN CHEAH � 09-08-11 w 52143 PLANS APPROVAL DATE cy-, No. THE S TA TE OF CAL IFORNIA OR I TS OFF/CEPS -�x Exp. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL,F��� COPIES OF TH/S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 F� CONTINUOUS WALKWAY — 19' 'i <; ETW ES (1503') (12') (10') w U z a a w J POST TYPE IV U 803' _ HIGH POINT Elev 1038090' EIev 1039006 ---- ----------------- 7 SIGN 0 BY OTHERS 5'-6'x5'-6" SQUARE PEDESTAL FWBT ROUTE 10 STA "I-1 0" 716+06.00 EA 497501 5' Dia CIDH PILE 1. INSTALL NEW SIGN STRUCTURE (TUBULAR) 33' FOUNDATION DEPTH 20 INSTALL REFLECTIVE LAMINATED SIGN PANEL TYPE A. 3. ILLUMINATION REQUIRED° THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 is IN INCHES I � I � I � I POST Q0 Q0 ii EIev 1039.40 BASE PLATE OVERHEAD SIGN DETAILS NO SCALE UNIT 2232 PROJECT NUMBER &PHASE N �Ln o N �� N o0 �N 00 LULU O J J LU LU 1-- :2 a 0 H zO o O In �:O w cl�O SD -3 a O O x 0 J' x m 0 w w m CD z 0 a z Q W Ln 0 w cn w w Q 0 O V / LL w o- w a a w z = O U U Q z � z LL- 0 0 V) z Q w z O U z O F- F- r)— C:) - F- O r z Q F- I O F - z w F- a W ''I-10'LINE (18') NOTE: 1. SEE SHEET SD -2 FOR GENERAL SIGN STRUCTURE NOTES. BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800ob004.dgn ETW 34' 19 / i G85-11(CA)(Mod) r [ EXIT611 Cherry Ave E I ev 1035.85/ #1 EXIT #1 ONLY W U z a a w I U CONTINUOUS WALKWAY - 19' (12/) (12�) c POST POST TYPE IV Elev 1015.70/ 500HIGH POINT Elev 1016085 -------------------- ------------- c __ ====_= - SIGN 0 BY OTHERS FEBT ROUTE 10 STA "I-10" 679+30000 EA 497501 1. INSTALL NEW SIGN STRUCTURE (TUBULAR) 5'-6'x5'-6" SQUARE PEDESTAL 5' Dia CIDH PILE 20 INSTALL REFLECTIVE LAMINATED SIGN PANEL TYPE A. 33' FOUNDATION DEPTH 3. ILLUMINATION REQUIRED. 4. REFER TO SHEET SD -4 FOR G85-1 1 (CA)(Mod) DETAIL. THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I UNIT 2232 Ln Q0 i Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 328 624 S-0-� h Ct---t- 09-08-11 Ess 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET Elev 1016020' BASE PLATE PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 SOON c �� ANN CHEAH CDz w No. 52143 m �'\E x p . � T CIVIL CAL P l qTF �F SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 OVERHEAD SIGN DETAILS PROJECT NUMBER & PHASE NO SCALE q Xff 00 N N N o0 � N n n II II 00 W W 00 J J CL a- ww F-- :2 a o� z O o O u� I �:O w �O SD -4 a O 0 x J' x O > L-1 o- w a w z = O U U Q z z L_ 0 0 cn z Q w z O U MOUNTING DATA SIGN No. PANEL SIZE & SIGN CODE G b SIGN c d e f 0529 30'' X 30'' R3-7 2'-0" 3" 2'-3" 7'-0" 13 0531 36'' X 36'' R1 8B(CA) 2'-0" 3" 2'-3" 7'-0" 1 3" 1 '-0" 0533 48'' X 48'' W4-7 2'-0" 1 -0il 3'-0" 7'-0" 13 1 '-4" 12'' X 18'' R26(S)(CA) 2'-0" 1' -Oil 3'-0" 5'-0" 13" 0534 54'' X 54'' G77-4(CA)(Mod) 2'-Q" 6" 2'-6" 7'-0" 13" 0538 66'' X 48'' R61 (CA) (Mod) 2'-0" 1 '-0" 3'-0" 7'-0" 1 3" 1 '-9" NO BACK BRACE REQ Co (T 4-; SEE RESIN CAPSULE AN FOR SIGNS MOUNTED ON RW 22 SEE TOF' �r POST DE 3" (Typ) WOOD BL SEE Std PLAN RS2 FOR DET/ BORDER EAST REVISED 7/2/2010 (TyP) SIGN PANEL TRA STRONG -EEL PIPE TAIL SEE BACK BRACE DETAILS RECTANGULAR SIGN PANEL MOUNTING DETAIL USERNAME=>p0026551 DGN FILE => 846800ob005.dgn 1 Y1611 TyP 2 I l r 11 I l r 11 21/8 6--/9 IN ELEVATION /8" x Y4" SLOT FOR 1/4''0 HEX BOLT WITH FLAT WASHERS, FIBER WASHERS, LOCK WASHER AND NUT [CKNESS 78 P MULE FOR 5/16'0 HEX HEAD BOLT WITH FLAT WASHERS, FIBER WASHER NUT, AND JAM NUT BACK BRACE DETAILS BOLT HOLE D i G = BOLT DIG +1/8'' SQUARE A a� �G A BASE SECTION A -A BASE PLATE DETAIL ST OF POST DETAIL BLOCK Std PLAN RS2 FOR DETAILS 48"X48" SIGN PANEL BACK BRACE DETAILS 48"X48" DIAMOND SIGN PANEL MOUNTING DETAIL THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE 0 2 3 is IN INCHES I � I � I � I /ALL Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 329 624 S-u-� h C4 --t- 09-08-1 1 R�FESSI 0 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR I TS OFF/GFRs OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S RL AN SHEET PARSONS �3 SOON c <<1- ANN CHEAH z w No. 5 214 3 m Exp. sT CIVIL P l 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 TOP OF POST DETAIL Y4 BOLT 6% Min 'LASTIC PIPE CAP %''0 HOLE FOR SIGN BOLT RESIN CAPSULE ANCHOR FOR %4" O STUD BOLT E WASHER 2"X I/ "X 2" WITH DOUBLE NU4T RESIN CAPSULE BOLT ANCHORAGE DETAIL NOTES: 10 FOR DETAILS NOT SHOWN SEE STANDARD PLANS. 20 ALL BOLTS SHALL HAVE A WASHER UNDER THE NUT. BOLTS THROUGH THE POST SHALL BE 1/2'' DIG. BOLTS THROUGH THE BACK BRACE SHALL BE 3/8" DIG. REAM HOLES IN SIZE AS REQUIRED° 3. ALL STEEL SHALL BE GALVANIZED° 4. RESIN CAPSULE ANCHORAGE IS SUBJECT TO APPROVAL OF ENGINEER. INSTALLATION PROCEDURES SHALL COMPLY WITH MANUFACTURER'S INSTRUCTIONS° 5. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL° OVERHEAD SIGN DETAILS UNIT 2232 PROJECT NUMBER & PHASE NO SCALE N o� N� N o0 �N 00 LULU O p J J LULU a o� z O 00 u�I �:0 w cl�0 S D —5 a 0 0 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS NOTES: - - - - 08 SBd 10 12.3/14.1 330 624 1 o EXACT LOCATION AND POSITION OF ROADSIDE SIGNS 5. INSTALL METAL POST SIGN PER CITY OF FONTANA STANDARD TO BOTTOM OF LOWER PANEL ON SINGLE P 2 -POST I* TO BE DETERMINED BY THE ENGINEER° PLAN No. 4003° MULTIPLE SIGN INSTALLATIONS. POST SIGN �,II D`�'� C 09-08-1 1 °FESS REGISTERED CIVIL ENGINEER DATE a eR �otiq` �� F x 20 POST LENGTHS GIVEN ARE APPROXIMATE° 6. INSTALL SIGN ON RAMP METER SIGNAL BACKPLATE. I SOON ANN CHEAH EXACT LENGTH TO BE DETERMINED BY THE ENGINEER° I 09-08-11 z 7. INSTALL SIGN ON PEDESTRIAN TYPE 1 BARRICADE° 52143 �C I 1 M I fl PLANS APPROVAL DATE Fq � No. � 30 /C/= VERTICAL CLEARANCE FROM EP TO IEXP. THE STA TE OF CAL IFORN/A OR ITS OFF/GFRs OR AGENTS SHAL L NOT BF RESPONSIBLE FOR J' C I V I L BOTTOM OF SIGN PANEL. 8. INSTALL STREET NAME SIGN ON SIGNAL ARM PER CITY OFI THE ACCURACY OR COMPLETENESS of SCANNED gTFoF CAL,Fo���P SHEET FONTANA STANDARD PLAN No. 40050 EP COPES OF 1-111S PIAN PARSONS 4. D = TOTAL DEPTH TO BOTTOM OF SIGN PANEL E I 3200 EAST ouAsu ROAD SANBAC o ON MULTIPLE SIGN INSTALLATION. I� i i I , SANOBE'RNARDIINO, CA 92410 SUITE 200 w I_i� E , ONTARIO, CALIFORNIA 91761 w > ROADSIDE SIGN QUANTITIES w POST DIMENSIONS INSTALL PANEL MATERIAL SUMMARY (N) PANEL SIZE ROADSIDE ROADSIDE FURNISH PANEL Min POST POST SIZE SIGN GRAFFITI PANEL BACKGROUND LEGEND LENGTH SIGN FILM WOOD 0 w SINGLE SHEET o o w w x z POST w o z� w Ld '� '� o �� z az FRAMED UNFRAMED U � � � cn > _ _ _ _ _ > Q�LL Qom: = ALUMINUM ALUMINUM � � z z a CD SHEET SIGN N � (D QO 00 cn cn 0 cn m� o o 0 Lu 0 w o Y SIGN CODE Horiz Vert D C E LL = O 0 Q O �z �C) �p w w w J J L,J J J z a w u N O o N o o L,J c� x x x x x w D Q a L 01-1= _ _ _ = J J w 0 LL- :2 w 0 LL :2 aL W JO Q c Q� M O M0 U m = U 0� = U O� a, --W - - - - - W O L I W C9 00 c9 00 a,-- V U) w N LO c9 z z Q�cn U �� z Q � Q = O p ~ Q O O O O O W W �-- � m a O O O O � � INCH INCH LF LF LF LF LF EA EA EA LB LB EA EA SQFT SQFT SQFT SQFT S-2 0200 W4-2 48 48 507 700 500 17.66 X 1 1600 X YELLOW IV BLACK X �m m S-3 0300 W4-1 48 48 507 700 500 17.66 X 1 1600 X YELLOW IV BLACK X Q 0301 W9-1 48 48 507 700 500 17.66 X 1 1600 X YELLOW IV BLACK X �Z 0302 R89-2(CA) 22 10 105 X WHITE IV BLACK X NOTE 6 U , U R10-6 24 36 600 X WHITE IV BLACK X NOTE 6 aw = 0303 R89-2(CA) 22 10 105 X WHITE IV BLACK X NOTE 6 R10-6 24 36 600 X WHITE IV BLACK X NOTE 6 x o 0304 R91-3(CA) 36 66 505 700 500 17.50 X 1 16.5 X WHITE IV BLACK X > 0305 R91-3(CA) 36 66 505 700 500 17.50 X 1 16.5 X WHITE IV BLACK X 0306 W4-3 48 48 507 700 500 17.66 X 1 1600 X YELLOW IV BLACK X 0307 W4-1 1 Q 0308 R61-28(CA) 48 30 2.5 7.0 4.5 14.00 X 1 10.0 X WHITE IV BLACK X a w o u 0309 R61-28(CA) 48 30 2.5 7.0 4.5 14.00 X 1 10.0 X WHITE IV BLACK X 0310 W3-3 1 U Q z 0311 G84-2(CA) 1 0 0312 G84-2(CA)(61) 54 48 400 700 500 16000 X 1 18.0 X GREEN III WHITE IV X z 0313 W3-3 48 48 1 1600 X YELLOW IV BLACK X S-4 0400 R73-6(CA) 36 36 1 900 X WHITE IV BLACK X � 0401 R4-7 36 48 400 700 300 15050 X 62 1200 X WHITE IV BLACK X NOTE 5 z 0 TYPE N 18 18 105 203 X YELLOW IV X 0402 R2-1 (50) 36 48 400 700 300 14000 X 56 12.0 X WHITE IV BLACK X NOTE 5 z 0403 R7 -9a 12 18 105 700 300 13000 X 52 105 X WHITE IV RED IV X NOTE 5 R81 (CA) 12 18 1 1 05 X WHITE IV BLACK X x 0404 R10-4b(Lt) 9 12 1 0.8 X WHITE IV BLACK X 0 0405 R10-4b(Lt) 9 12 1 0.8 X WHITE IV BLACK X z R10-7 24 30 1 500 X WHITE IV BLACK X R14-1 24 18 1 300 X WHITE IV BLACK X ~ R81 (CA) 24 18 1 300 X WHITE IV BLACK X o R81 A(CA) 12 5 1 0.4 X WHITE IV BLACK X NOTE 5 z 0406 R4-7 36 48 400 700 300 15050 X 62 1200 X WHITE IV BLACK X TYPE N 18 18 105203 X YELLOW IV X 0407 R1 4-1 24 18 1 05 700 300 13.00 X 52 300 X WHITE IV BLACK X NOTE 5 N w R26(S)(CA) 12 18 1 05 1 05 X WHITE IV RED IV X o N 0 0408 R4-7 36 48 400 700 300 15.50 X 62 12.0 X WHITE IV BLACK X NOTE 5 TYPE N 18 18 105 203 X YELLOW IV X II �� 0 0409 R26(S)(CA) 1LU LU 0 0 z 0410 R4-7 1 o SHEET TOTAL 9 5 346 8 1 1 1 13202 118.01 ww x Q (N) NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY. o ROADSIDE SIGN z o o O U uj, ° QUANTITIES �o F �1 _ < 0 V SQ 1 0 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE => 846800oc001 odgn IS IN INCHES I I I I i Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 331 624 S-0-� h Ct---t— 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE �a e tiq� x SOON ANN CHEAH 09-08-11 w No. 52143 PLANS APPROVAL DATE � z THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS E x p. OR AGENTS SHALL NOT BE RESPONSIBLE FOR J' CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL COPIES OF /-///S PIAN SHEET PARSONS SANBAC 3200 EAST GUASTI ROAD 1170 W 3RD STREET o SUITE 200 SAN BERNARDINO, CA 92410 U ONTARIO, CALIFORNIA 91761 cn ROADSIDE SIGN QUANTITIES o > U W > POST DIMENSIONS INSTALL PANEL MATERIAL SUMMARY (N) PANEL SIZE ROADSIDE ROADSIDE FURNISH PANEL Min POST POST SIZE SIGN GRAFFITI PANEL BACKGROUND LEGEND LENGTH SIGN FILM WOOD w O w SINGLE SHEET o o w w x Q POST �^ o z� Ld ? w ? w o z a z FRAMED UNFRAMED � a � cn > _ _ _ _ _ > Q�w Q�� = ALUMINUM ALUMINUM � � z z a SHEET SIGN N � (D (0 00 cn c� 0 cn m[ o o � 0 Lu 0 w o Y SIGN CODE Horiz Vert D C E LL = O 0 � Q 0 ---z �o� �o L w w J � w o � z w < w u NO. NO. w c� x x x x x w D QaL �_ _ _ _ = J -i w 0 w a w N c9 c9 z 3: z Q cn U O O O 0z 0 F--Q F--Q '—' W W O � 0 W � Q � m � INCH INCH LF LF LF LF LF EA EA EA LB LB EA EA SQFT SQFT SQFT SQFT S-4 0411 R3-7 30 30 1 603 X WHITE IV BLACK X �m m R81 (CA) 24 18 1 3.0 X WHITE IV BLACK X QR81 B(CA) 8 5 1 0.3 X WHITE IV BLACK X �Z 0412 R10-4b(Rt) 9 12 1 0.8 X WHITE IV BLACK X U , U 0413 R26(S)(CA) 12 18 105 700 300 11050 X 46 105 X WHITE IV RED IV X NOTE 5 aw = 0414 R2-1(50) 1 0415 R2-1(50) 36 48 400 700 300 14000 X 56 12.0 X WHITE IV BLACK X NOTE 5 x 0 0416 R10-7 24 30 1 5.0 X WHITE IV BLACK X >R14-1 24 18 1 3.0 X WHITE IV BLACK X LLI 0417 R73-6(CA) 36 36 1 9.0 X WHITE IV BLACK X 0418 R10-4b(Rt) 9 12 1 0.8 X WHITE IV BLACK X Q 0419 R49(Rt) 42 18 503 X WHITE IV BLACK X NOTE 7 a w o u 0420 R3-7 30 30 205 700 3.0 12050 X 50 603 X WHITE IV BLACK X NOTE 5 0421 R26(CA) 1 U Q z 0422 R14-1 1 0 0423 G28-2(60)(CA) 1 cn Q M6-1 0424 R26(S)(CA) 12 18 105 700 300 11050 X 46 105 X WHITE IV RED IV X NOTE 5 � 0425 R73-6(CA) 36 36 1 9.0 X WHITE IV BLACK X 0 0426 R4-7 36 48 400 700 300 15050 X 62 1200 X WHITE IV BLACK X NOTE 5 z TYPE N 18 18 203 X YELLOW IV X z 0427 R26(S)(CA) 1 0428 R10-7 24 30 1 5.0 X WHITE IV BLACK X x R14-1 24 18 1 3.0 X WHITE IV BLACK X 0 0429 R49(Rt) 42 18 1 503 X WHITE IV BLACK X NOTE 7 z 0430 R10-4b(Lt) 9 12 1 0.8 X WHITE IV BLACK X 0431 R3-4 36 36 1 9.0 X WHITE IV BLACK X ~ R13A(CA) 18 30 1 308 X WHITE IV RED, BLACK IV9 - X 0 0432 R3-7 1 z R14-1 0433 R3-7 30 30 205 700 300 12050 X 50 603 X WHITE IV BLACK X NOTE 5 R14-1 24 18 105 700 300 11050 X 46 3.0 X WHITE IV BLACK X NOTE 5 `� Ln w R26(S)(CA) 12 18 1.5 700 300 1 1 050 X 46 1.5 X WHITE IV RED IV X NOTE 5 o N 0 0434 R26(S)(CA) 1 0435 R26(S)(CA) 12 18 1.5 700 300 1 1 050 X 46 1.5 X WHITE IV RED IV X NOTE 5 Q o 0436 R26(S)(CA) 12 18 1.5 1 700 1 300 1 1 050 1 X I 1 1 46 1.5 X WHITE IV RED IV X NOTE 5 0 0 zr- SHEET TOTALT-- 494 13 2 11803 LU w 00 O J � LU w x Q (N) NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY. o ROADSIDE SIGN z o o O U uj, ° QUANTITIES �o so 2 a O O BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE => 846800oc002.dgn IS IN INCHES I I I L I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 332 624 �� h C�� 09-08-1 1 ROFESS10 REGISTERED CIVIL ENGINEER DATE �a e tiq� x SOON ANN CHEAH 09-08-11 w No. 52143 PLANS APPROVAL DATE � z THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS E x p. OR AGENTS SHALL NOT BE RESPONSIBLE FOR J' CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL COPIES OF /-///S PIAN SHEET PARSONS SANBAC 3200 EAST GUASTI ROAD 1170 W 3RD STREET o SUITE 200 SAN BERNARDINO, CA 92410 w ONTARIO, CALIFORNIA 91761 >ROADSIDE SIGN QUANTITIES o > > POST DIMENSIONS INSTALL PANEL MATERIAL SUMMARY (N) PANEL SIZE ROADSIDE ROADSIDE FURNISH PANEL Min POST POST SIZE SIGN GRAFFITI PANEL BACKGROUND LEGEND LENGTH SIGN FILM WOOD O w SINGLE SHEET o o w w x z POST w o z^ Lu Ld > w > w o �� z az FRAMED UNFRAMED u � � � cn > _ _ _ _ _ > Qmw Q�� = ALUMINUM ALUMINUM � � z z a SHEET SIGN N � QO (o 00 cn cn O cn m[ o o , I � 0 Lu 0 w o Y SIGN CODE Horiz Vert D C E LL = 0 0 � Q O �z �o� �o w Ld w J J w J J z a w u N O o N O o w c� x x x x x w D Q a L �_ _ _ _ = J J w 0 LL � LLJ 0 LL � a L � _ Of a U 0� U 0� of w o J � _ _ _ _ _ � W L J 0 � � � M 00 00 O M O O m = � U) uo _ � (,/) ~ a_ Of w N LO QO L 0 z Q (/) U � O O O O z c Q Q = z 0 Q cn u u a a 0 w w 0 •� Q O O O O INCH INCH LF LF LF LF LF EA EA EA LB LB EA EA SQFT SQFT SQFT SQFT S-4 0437 R4-7 36 48 400 700 300 15050 X 62 1200 X WHITE IV BLACK X NOTE 5 �m m TYPE N 18 18 1.5 203 X YELLOW IV X Q 0438 R4-7 1 �C3 � 0439 R4-7 36 48 400 700 300 15050 X 62 1200 X WHITE IV BLACK X NOTE 5 U U --1 Ln w TYPE N 18 18 1.5 203 X YELLOW IV X aw = 0440 R4-7 1 0441 R73-6(CA) 36 36 1 9.0 X WHITE IV BLACK X NOTE 6 x 0 0442 R14-1 24 18 1 3.0 X WHITE IV BLACK X > R26(S)(CA) 12 18 1.5 105 X WHITE IV RED IV X LLI 0443 R10-4b(Lt) 9 12 1 0.8 X WHITE IV BLACK X Ln R10-7 24 30 1 5.0 X WHITE IV BLACK X Q R14-1 24 18 1 3.0 X WHITE IV BLACK X a w z0444 SNS 72 22 1 1100 X GREEN IV WHITE IV X NOTE 8 v 0445 SNS 72 22 1 1100 X GREEN IV WHITE IV X NOTE 8 Q z 0446 SNS 72 22 1 1100 X GREEN IV WHITE IV X NOTE 8 0 0447 SNS 72 22 1 1100 X GREEN IV WHITE IV X NOTE 8 cn z S-5 0500 R3-7 30 30 2.5 700 300 14000 X 56 603 X WHITE IV BLACK X NOTE 5 R26(S)(CA) 12 18 1.5 105 X WHITE IV RED IV X 0501 W73A(CA) 48 48 1 1600 X YELLOW IV BLACK X z 0 0502 R4-7 36 48 400 700 300 15050 X 62 1200 X WHITE IV BLACK X NOTE 5 TYPE N 18 18 1.5 203 X YELLOW IV X z 0503 W4-7 48 48 507 700 300 15066 X 63 1600 X YELLOW IV BLACK X NOTE 5 CD 0504 R26(S)(CA) 12 18 1.5 700 300 11050 X 46 105 X WHITE IV RED IV X NOTE 5 x 0505 W3-3 1 0 0506 R3-7 1 cn 0507 SNS 72 22 1 1100 X GREEN IV WHITE IV X NOTE 8 a � 0508 R2-1(50) 36 48 400 700 405 15.50 X 1 12.0 X WHITE IV BLACK X ~ 0509 R10-7 24 30 1 5.0 X WHITE IV BLACK X o R14-1 24 18 1 3.0 X WHITE IV BLACK X z 0510 R49(Lt) 42 18 503 X WHITE IV BLACK X NOTE 7 0511 R5-1 36 36 300 200 405 12000 X 1 9.0 X RED IV WHITE IV X R5 -1c 36 24 200 6.0 X RED IV WHITE IV X `� 0512 R6-1(Lt) 36 12 1.0 1.5 405 8000 X 1 3.0 X BLACK - WHITE IV X co R6-1(Rt) 36 12 1.0 3.0 X BLACK - WHITE IV X N 0513 R5 -10c 24 12 100 700 305 11050 X 1 2.0 X WHITE IV BLACK X Q o 0514 R61-7 1 0 0 z LU LU R61-7 1 LU 0 0515 R5-1 36 36 1 9.0 X RED IV WHITE IV X o 0 '~ R5 -1c 36 24 6.0 X RED IV WHITE IV X w w x SHEET TOTAL 5 1 1 7 1 351 6 1 6 1 5500 1 11 37.51 3200 0 ROADSIDE SIGN z o o O U, Q (N) NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY. QUANTITIES � 0 SQ -3 a O O BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE => 846800oc003odgn IS IN INCHES I I I i L Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 333 624 �� h C�� 09-08-1 1 ROFESS10 REGISTERED CIVIL ENGINEER DATE �a e tiq� x SOON ANN CHEAH 09-08-11 w No. 52143 PLANS APPROVAL DATE � z THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS E x p. OR AGENTS SHALL NOT BE RESPONSIBLE FOR J' CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL COPIES OF /-///S PIAN SHEET PARSONS SANBAC 3200 EAST GUASTI ROAD 1170 W 3RD STREET o SUITE 200 SAN BERNARDINO, CA 92410 U ONTARIO, CALIFORNIA 91761 >ROADSIDE SIGN QUANTITIES o > U W > POST DIMENSIONS INSTALL PANEL MATERIAL SUMMARY (N) PANEL SIZE ROADSIDE ROADSIDE FURNISH PANEL Min POST POST SIZE SIGN GRAFFITI PANEL BACKGROUND LEGEND LENGTH SIGN FILM WOOD o w SINGLE SHEET o o w w x z POST w o zw Ld '� '� o �� z az FRAMED UNFRAMED u � w w cn - - - - - > Q�w Q�� = ALUMINUM ALUMINUM � � z ,�,_, z ,�,_, a CD SHEET SIGN N QO (D 00 cf) U) 0 cn m[ o o i i � 0 0 o SIGN CODE Horiz Vert D C E = 0 0 � Q 0 `-z wow �o w w w J � w o � z w < Ld u NO. NO. LL c� x x x x x w Q � - - - - o w _ w w w � � �Qw Q= - - - - � J '-'� v O � w v O � a of w w N c9 c9 z 3: z Q c/) U O O O 0 z 0 F--a F--Q = 0 0 w< 0 Qw w a INCH INCH LF LF LF LF LF EA EA EA LB LB EA EA SQFT SQFT SQFT SQFT S-5 0515 R6-1 (Lt) 36 12 1 300 X BLACK - WHITE IV X �m m R6-1 (Rt) 36 12 300 X BLACK - WHITE IV X Q0516 R3-1 24 24 2.0 700 305 12050 X 1 400 X WHITE IV RED9BLACK IV9 - X �Z 0517 M3-2 24 12 1.0 200 500 12025 X 1 200 X BLUE IV WHITE IV X U , U " U M6-1 21 15 103 2.2 X BLUE IV WHITE IV X aU = G27-2(CA)(10) 36 36 3.0 900 X BLUE9RED IV9IV WHITE IV X 0518 R49(Rt) 42 18 5.3 X WHITE IV BLACK X NOTE 7 x 0 0519 R10-7 24 30 1 500 X WHITE IV BLACK X > R14-1 24 18 1 300 X WHITE IV BLACK X LLI R13A(CA) 18 30 1 3.8 X WHITE IV RED9BLACK IV9 - X 0520 R5-1 1 Q R5-lc a w o u R5-1 1 R5-lc U Q z 0521 G92(CA) 48 30 205 200 500 14075 X 1 1000 X GREEN IV WHITE IV X o G27-2(CA)(10) 36 36 3.0 900 X BLUE9RED IV9IV WHITE IV X Q M3-2 24 12 1.0 200 X BLUE IV WHITE IV X M6-2(Rt) 21 15 103 2.2 X BLUE IV WHITE IV X � 0522 R5-10a 36 36 3.0 700 405 14050 X 1 900 X WHITE IV BLACK X 0 0523 G92(CA) 1 G27-2(CA)(10) z M3-2 CD M6-2(Rt) x 0524 R9-3a 18 18 1 2.3 X WHITE IV RED9BLACK IV9 - X 0 0525 R10-7 24 30 1 500 X WHITE IV BLACK X z R14-1 24 18 1 300 X WHITE IV BLACK X Q 0526 G92(CA) 48 30 205 200 500 14075 X 1 1000 X GREEN IV WHITE IV X ~ G27-2(CA)(10) 36 36 3.0 1 900 X BLUE9RED IV9IV WHITE IV X o M3-2 24 12 1.0 200 X BLUE IV WHITE IV X z M6-2(Lt) 21 15 103 2.2 X BLUE IV WHITE IV X 0527 G92(CA) 1 Q G27-2(CA)(10) oN M3-2co w No o SHEET TOTAL 6 4 6 8508 2000 N N o0 N Q (N) NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY wuj z �w . o ~o O J � a- x x Q LUa ROADSIDE SIGN zo o O U uj, ° QUANTITIES �o SQ-4 < 0 O BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE => 846800oc004 odgn IS IN INCHES I I I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 334 624 �� h C�� 09-08-1 1 ROFESS10 REGISTERED CIVIL ENGINEER DATE �a e tiq� x SOON ANN CHEAH 09-08-11 w No. 52143 PLANS APPROVAL DATE � z THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS E x p. OR AGENTS SHALL NOT BE RESPONSIBLE FOR J' CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL COPIES OF /-///S PIAN SHEET PARSONS SANBAC 3200 EAST GUASTI ROAD 1170 W 3RD STREET o SUITE 200 SAN BERNARDINO, CA 92410 w ONTARIO, CALIFORNIA 91761 cn ROADSIDE SIGN QUANTITIES o > w w w POST DIMENSIONS INSTALL PANEL MATERIAL SUMMARY (N) PANEL SIZE ROADSIDE ROADSIDE FURNISH PANEL Min POST POST SIZE SIGN GRAFFITI PANEL BACKGROUND LEGEND LENGTH SIGN FILM WOOD O w SINGLE SHEET o o w w x z POST ' _ � > > �^ �z zz FRAMED UNFRAMED v v � � � cn > _ _ _ _ _ > Q�L� Q�� _� ALUMINUM ALUMINUM � � z z a SHEET SIGN N QO (0 00 cn � 0 -1 cn m[ o o � 0 Lu 0 w o Y SIGN CODE Horiz Vert D C E LL = 0 0 � Q 0 �z �o� �0 w w w J J w J J z a w u N O o N O o L� c� x x x x x w D Q a L �_ _ _ _ = J J w 0 LL :2 L,J 0 LL :2 a L :2 o J Ld � _ _ _ _ _ � W L JO �cn� Q� M O M O O LLJ 00 00 m = U � V) = U � (~/) ~ a_ Of w N c9 c9 z 0 z Q: U�� O O O O z c acn Q 0 u u a a Li w 0 ~ -- � � Q m � INCH INCH LF LF LF LF LF EA EA EA LB LB EA EA SQFT SQFT SQFT SQFT S-5 0527 M6-2(Lt) �m m 0528 R17B 1 Q 0529 R3-7 30 30 150 603 X WHITE IV BLACK X �Z 0530 S32(CA) 1 U , U " w S32-1 (CA) aw = 0531 R18B(CA) 36 36 150 9.0 X WHITE IV BLACK X 0532 G77-4(CA)(10) 1 x 0 0533 W4-7 48 48 150 1600 X YELLOW IV BLACK X > R26(S)(CA) 12 18 105 X WHITE IV RED IV X 0534 G77-4(CA)(Mod) 54 54 150 2003 X GREEN IV WHITE IV X 0535 R3-18(CA) 36 36 1 9.0 X WHITE IV RED9BLACK IV9 - X Q 0536 R61-28(CA) 48 30 1 10.0 X WHITE IV BLACK X a w o u 0537 R73-6(CA) 36 36 1 9.0 X WHITE IV BLACK X Q 0538 R61 (CA)(Mod) 66 48 150 2200 X WHITE IV BLACK X z S-6 0600 R6-1(Lt) 36 12 1.0 1.5 300 7000 X 28 3.0 X BLACK WHITE IV X NOTE 5 0 TYPE N 18 18 105 203 X YELLOW IV X cn Q 0601 R5 -10a 1 0602 R18B(CA) 36 36 1 9.0 X WHITE IV BLACK X z R26(S)(CA) 12 18 1 105 X WHITE IV RED IV X 0 0603 R4-7 36 48 400 700 500 17050 X 1 1200 X WHITE IV BLACK X TYPE N 18 18 105 203 X YELLOW IV X z 0604 R18B(CA) 36 36 300 700 405 14050 X 1 9.0 X WHITE IV BLACK X 0605 R26(S)(CA) 1 x 0606 R3-1 24 24 200 700 305 12050 X 1 4.0 X WHITE IV RED9BLACK IV9 - X 0 0607 W1-7 48 24 200 700 305 14.00 X 1 800 X YELLOW IV BLACK X cn TYPE N(RED) 18 18 105 X RED IV X z rr-0608 R9 -3a 18 18 1 203 X WHITE IV RED9BLACK IV - X ~ R10-7 24 30 1 5.0 X WHITE IV BLACK X o R14-1 24 18 1 3.0 X WHITE IV BLACK X z 0609 G77-4(CA)(10) 1 0610 R61-13(CA) 48 30 1 10.0 X WHITE IV BLACK X 0611 R3-18 36 36 1 9.0 X WHITE IV RED9BLACK IV9 - X Ln 0612 G92(CA) 48 30 205 200 500 14075 X 1 10.0 X GREEN IV WHITE IV X co G27-2(CA)(10) 36 36 300 9.0 X BLUE,RED IV9 IV WHITE IV X N SHEET TOTAL 1 5 1 1 6 1 28 750 5 5 2200 1 10803 7403 Q (N) NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY wuj z �w . o ~o O J � a- x x Q LUa ROADSIDE SIGN zo o O U uj, ° QUANTITIES o F �1 _ < 0 V SQ 5 0 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE => 846800oc005.dgn IS IN INCHES I I I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 335 624 �� h C�� 09-08-1 1 ROFESS10 REGISTERED CIVIL ENGINEER DATE �a e tiq� x SOON ANN CHEAH 09-08-11 w No. 52143 PLANS APPROVAL DATE � z THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS E x p. OR AGENTS SHALL NOT BE RESPONSIBLE FOR J' CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL COPIES OF /-///S PIAN SHEET PARSONS SANBAC 3200 EAST GUASTI ROAD 1170 W 3RD STREET o SUITE 200 SAN BERNARDINO, CA 92410 w ONTARIO, CALIFORNIA 91761 cn ROADSIDE SIGN QUANTITIES o > w w w POST DIMENSIONS INSTALL PANEL MATERIAL SUMMARY (N) PANEL SIZE ROADSIDE ROADSIDE FURNISH PANEL Min POST POST SIZE SIGN GRAFFITI PANEL BACKGROUND LEGEND LENGTH SIGN FILM WOOD O w SINGLE SHEET o o w w x z POST w o zw Ld '� '� o �� z az FRAMED UNFRAMED u � � � cn > _ _ _ _ _ > Q�L� Q�� = ALUMINUM ALUMINUM � � z z a SHEET SIGN N QO (0 00 cn � 0 -1 cn m[ o o � 0 Lu 0 w o Y SIGN CODE Horiz Vert D C E LL = 0 0 � Q 0 �z �o� �0 w w w J J w J J z a w u N O o N O o L� c� x x x x x w D Q a L �_ _ _ _ = J J w 0 LL :2 L,J 0 LL :2 a L :2 o J Ld � _ _ _ _ _ � W L JO �cn� Q� M O M O O LLJ 00 00 m = U � V) = U � (~/) ~ a_ Of w N c9 c9 z 0 z Q: U�� O O O O z c acn Q 0 u u a a Li w 0 ~ -- � � Q m � INCH INCH LF LF LF LF LF EA EA EA LB LB EA EA SQFT SQFT SQFT SQFT S-6 0612 M3-4 24 12 100 200 X BLUE IV WHITE IV X �m m M6-2(Lt) 21 15 103 202 X BLUE IV WHITE IV X Q 0613 R18B(CA) 36 36 300 700 405 16000 X 900 X WHITE IV BLACK X �Z R26(S)(CA) 12 18 1.5 1.5 X WHITE IV RED IV X U , U " w 0614 W1 1-2 36 36 402 700 405 15.74 X 900 X YELLOW IV BLACK X aw = W16 -9p 24 12 200 X YELLOW IV BLACK X 0615 R1 7B 1 x 0 0616 G92(CA) 1 > G27-2(CA) (1 0) M3-4 M6-2 a G92(CA) 1 a w o u G27-2(CA) (1 0) M3-4 U Q z z M6-2 0 0617 G77-4(CA)(Mod) 54 54 4.5 700 405 16000 X 1 2003 X GREEN IV WHITE IV X cn z 0618 W1 1-2 36 36 402 700 405 15.74 X 900 X YELLOW IV BLACK X W16 -7p 21 15 202 X YELLOW IV BLACK X � 0619 W1 1-2 36 36 402 700 405 15.74 X 900 X YELLOW IV BLACK X z cu W16 -7p 21 15 202 X YELLOW IV BLACK X 0620 G92(CA) 48 30 2.5 200 500 14075 X 1 1000 X GREEN IV WHITE IV X z G27-2(CA)(10) 36 36 300 900 X 3LUE, RED IV9 IV WHITE IV X M3-4 24 12 100 200 X BLUE IV WHITE IV X x M6-2(Lt) 21 15 103 202 X BLUE IV WHITE IV X 0 0621 G92(CA) 48 30 2.5 200 500 14075 X 1 1000 X GREEN IV WHITE IV X z G27-2(CA)(10) 36 36 300 900 X 3LUE9 RED IV9 IV WHITE IV X M3-4 24 12 100 200 X BLUE IV WHITE IV X ~ M6-2(Rt) 21 15 103 202 X BLUE IV WHITE IV X 0 0622 R5 -10a 1 z 0623 G92(CA) 1 G27-2(CA) (1 0) M3-4 N Q O 0 M6-2 w N° o SHEET TOTAL 2 1 5 4704 6703 N Q (N) NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY wuj z �w . o ~o O J � a- x x Q Lua ROADSIDE SIGN z o o O U uj, ° QUANTITIES �o F�1SQ6_ <0 V 0 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE => 846800oc006.dgn IS IN INCHES I I I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 336 624 S-0-� h Ct---t- 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE �a e tiq� x SOON ANN CHEAH 09-08-11 w No. 52143 PLANS APPROVAL DATE � z THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS E x p. OR AGENTS SHALL NOT BE RESPONSIBLE FOR J' CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF �F �A� COPIES OF /-///S PIAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET o SUITE 200 SAN BERNARDINO, CA 92410 w ONTARIO, CALIFORNIA 91761 >ROADSIDE SIGN QUANTITIES o > w w w POST DIMENSIONS INSTALL PANEL MATERIAL SUMMARY (N) PANEL SIZE ROADSIDE ROADSIDE FURNISH PANEL Min POST POST SIZE SIGN GRAFFITI PANEL BACKGROUND LEGEND LENGTH SIGN FILM WOOD o w SINGLE SHEET o o w w x z POST w o z^ Lu Ld > w > w o �� z az FRAMED UNFRAMED U � � � cn > _ _ _ _ _ > Q�L� Q�� = ALUMINUM ALUMINUM � � z z a SHEET SIGN c�, � QO (0 00 cn � 0 -1 cn m[ o o � 0 Lu 0 w o Y SIGN CODE Horiz Vert D C E LL = 0 0 � Q 0 �z �o� �0 w w w J J w J J z a w u N O o N O o L� c� x x x x x w D Q a L �_ _ _ _ = J J w 0 LL � L,J 0 LL � a L � o J zJ�QM O M OO = U � = U cn �~ Ld (If � W L O n�LLJ 00 00 V) (/) ~ a_ Of w N z 0 : U� z F-- a Q O O O O 0 0 � Q u u a a Li W ~ m � INCH INCH LF LF LF LF LF EA EA EA LB LB EA EA SQFT SQFT SQFT SQFT S-6 0623 G92(CA) 1 �mm G27-2(CA)(10) Q o M3-4 �Z M6-2 U U w 0624 R5-1Oc 36 66 5.5 700 500 17050 X 1 1605 X WHITE IV BLACK X aw = 0625 R91-3(CA) 36 36 300 700 405 14.50 X 1 900 X WHITE IV BLACK X 0626 W1 -1 a 1 x o 0627 R26(S)(CA) 12 18 1 105 X WHITE IV RED IV X > W73A(CA) 48 48 1 1600 X YELLOW IV BLACK X LLI 0628 R26(S)(CA) 12 18 1.5 700 305 12000 X 1 105 X WHITE IV RED IV X 0629 R9 -3a 18 18 1 203 X WHITE IV RED, BLACK IV9 - X Q 0630 R10-7 24 30 1 500 X WHITE IV BLACK X a w o u R14-1 24 18 1 3.0 X WHITE IV BLACK X 0631 R3-7 30 30 2.5 700 405 14000 X 603 X WHITE IV BLACK X U a z 0632 G92(CA) 48 30 2.5 200 500 14075 X 1 1000 X GREEN IV WHITE IV X o G27-2(CA)(10) 36 36 300 900 X BLUE,RED IV, IV WHITE IV X Q M3-4 24 12 100 200 X BLUE IV WHITE IV X M6-2(Rt) 21 15 103 202 X BLUE IV WHITE IV X � 0633 R6-1 (Lt) 36 12 1 00 1 05 405 8000 X 1 300 X BLACK - WHITE IV X o R6-1 (Rt) 36 12 1 00 300 X BLACK WHITE IV X 0634 R5-1 36 36 300 200 405 12000 X 1 900 X RED IV WHITE IV X z R5-1 a 36 24 200 600 X RED IV WHITE IV X 0635 R6-1 (Lt) 36 12 1 00 1 05 405 8000 X 1 300 X BLACK WHITE IV X x R6-1 (Rt) 36 12 1 00 300 X BLACK WHITE IV X 0 0636 R5-1 36 36 300 200 405 12000 X 1 900 X RED IV WHITE IV X z R5-1 c 36 24 200 600 X RED IV WHITE IV X Q 0637 R91-3(CA) 36 66 5.5 700 500 17.50 X 1 16.5 X WHITE IV BLACK X ~ 0638 R5-1Oc 24 12 100 700 305 11050 X 1 200 X WHITE IV BLACK X 0 0639 R5 -10c 36 36 300 700 405 14050 X 1 900 X WHITE IV BLACK X z 0640 R61-1 3(CA) 48 30 2.5 700 405 14.00 X 1 10.0 X WHITE IV BLACK X 0641 R61-1 3(CA) 48 30 2.5 700 405 14.00 X 1 10.0 X WHITE IV BLACK X Qo 0642 R61-1 3(CA) 48 30 2.5 700 405 14000 X 1 10.0 X WHITE IV BLACK X N w 0643 R61-1 3(CA) 48 30 2.5 700 405 14.00 X 1 10.0 X WHITE IV BLACK X 0644 R91-3(CA) 36 66 5.5 700 500 17.50 X 1 16.5 X WHITE IV BLACK X 0645 W1 -8 18 24 200 700 305 12.50 X 1 300 X YELLOW IV BLACK X Q o 0646 W1 -8 18 24 200 700 305 12.50 X 1 300 X YELLOW IV BLACK X o 0 z SHEET TOTALI 182 Uj w 5 15002 6600 � o0 O --j __j a� w w x Q (N) NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY. o ROADSIDE SIGN z o 0U uj, ° QUANTITIES �o F�1SQ7_ <0 V 0 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 BORDER BAST REVISED 7i2i2o� o DGN FILE => 846800ocOO7.dgn IS IN INCHES I i UNIT 2232 PROJECT NUMBER & PHASE Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 337 624 �� h C�� 09-08-1 1 ROFESS10 REGISTERED CIVIL ENGINEER DATE �a e tiq� x SOON ANN CHEAH 09-08-11 w No. 52143 PLANS APPROVAL DATE � z THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS E x p. OR AGENTS SHALL NOT BE RESPONSIBLE FOR J' CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CAL COPIES OF /-///S PIAN SHEET PARSONS SANBAC 3200 EAST GUASTI ROAD 1170 W 3RD STREET o SUITE 200 SAN BERNARDINO, CA 92410 m z ONTARIO, ROADSIDE SIGN QUANTONTARIO,GAEIEORNIA 91761 m 0> z cr POST DIMENSIONS INSTALL PANEL MATERIAL SUMMARY (N) w LLI PANEL SIZE ROADSIDE ROADSIDE FURNISH PANEL z Min POST POST SIZE SIGN PANEL BACKGROUND LEGEND GRAFFITI LENGTH SIGN FILM WOOD mo w SINGLE SHEET o o w w POST w o z� w Ld w w o x �'-' z z FRAMED UNFRAMED U 0 w 0 � a- < cn w �o Qww =`J a a z� U� z� U� _ _ _ _ _ > Qw -j� ALUMINUM ALUMINUM L- Q °° >- SHEET SIGN ° c\, � QO Q0 00 uo cn 0 � cn m� o o 0 w 0 w o -- `D NO. NO. SIGN CODE Horiz Vert D C E ,L = 0 0 � a 0 `-z wow �0 _ _ _ _ w w w J J w J J z a w c� x x x x x w w w D <aw Q= - - - - J —i w 00 O� w 00 p� a Lu w _ u J _ _ _ _ _ � w w J0 ��� i w oho 0 m = cn = cn of o c�, � Qo Q0 w 0 � z a cn u 0 0 0 o z D `r' a `r' � a `) Q z 3 Q� 0 w w 0 0 0 0 0 ~ 0 w Of Q o 0 0 o cn o � m INCH INCH LF LF LF LF LF EA EA EA LB LB EA EA SQFT SQFT SQFT SQFT S-6 0647 W1 -8 18 24 200 700 305 12.50 X 1 300 X YELLOW IV BLACK X 0648 W3-3 48 48 400 700 500 16000 X 1 1600 X YELLOW IV BLACK X zm m 0649 R61-7(CA) 1 Qz R61-7(CA) 1 Z w 0650 R91-3(CA) 36 66 505 700 500 17.50 X 1 16.5 X WHITE IV BLACK X aw = 0651 R5-1 1 �o R5-1 a x R5-1 1 0 R5-1 a 0652 R16B 1 LLI 0653 R89-2(CA) 22 10 105 X WHITE IV BLACK X NOTE 6 R10-6 24 36 600 X WHITE IV BLACK X NOTE 6 a w 0654 R89-2(CA) 22 10 1 105 X WHITE IV BLACK X NOTE 6 0 u R10-6 24 36 600 X WHITE IV BLACK X NOTE 6 u Q 0655 R6-1 1 z 0656 R4-7 36 48 400 700 500 17050 X 1 1200 X WHITE IV BLACK X 0 0 TYPE N 18 18 105 203 X YELLOW IV X Q 0657 R4-7 36 48 400 700 500 17050 X 1 1200 X WHITE IV BLACK X __jTYPE N 18 18 105 203 X YELLOW IV X z 0658 R18B(CA) 36 36 300 700 405 14050 X 1 900 X WHITE IV BLACK X Cu 0659 R26(S)(CA) 1 0660 G78-1 (CA) 54 42 305 700 500 15.50 X 1 15.8 X GREEN IV WHITE IV X z 0661 R3-4 36 36 1 900 X WHITE IV RED, BLACK IV9 - X 0 x 0662 SNS 72 22 1 1100 X GREEN IV WHITE IV X NOTE 8 S-7 0700 R26(S)(CA) 12 18 105 700 300 11050 X 46 105 X WHITE IV RED IV X NOTE 5 0701 R26(S)(CA) 12 18 105 700 300 11050 X 46 105 X WHITE IV RED IV X NOTE 5 z 0702 W3-3 1 0703 R26(S)(CA) 12 18 1 105 X WHITE IV RED IV X 0704 G77A(CA) 72 66 505 700 600 18050 X 1 3300 X GREEN IV WHITE IV X 0705 R4-7 36 48 400 700 300 15050 X 62 1200 X WHITE IV BLACK X NOTE 5 z TYPE N 18 18 105 203 X YELLOW IV X 0706 R73-2(CA) 36 36 1 900 X WHITE IV BLACK X N Q 0707 R3-7 30 30 205 700 300 12050 X 50 603 X WHITE IV BLACK X NOTE 5 0 w 0708 R3-5(Rt) 30 36 300 700 300 13000 X 52 705 X WHITE IV BLACK X NOTE 5 N 0 0709 R26(S)(CA) 12 1 8 1 05 700 300 1 1 050 X 46 1 05 X WHITE IV RED IV X NOTE 5 z ' 0710 R73-6(CA) 36 36 1 900 X WHITE IV BLACK X Q 071 1 R73-6(CA) 36 36 1 900 X WHITE IV BLACK X o 0712 R26(S)(CA) 12 1 8 1 05 700 300 1 1 050 X 46 1 05 X WHITE IV RED IV X —00 0713 R73-6(CA) 36 36 1 900 X WHITE IV BLACK X x Q SHEET TOTAL 6 2 8 348 1 6 4400 152.61 31 08 Q� o (N) NOT A SEPARATE PAY ITEMo FOR INFORMATION ONLY. opROADSIDE SIGN w >oFOUANTITIESuo --S- V') a O J O BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE => 846800oc008.dgn IS IN INCHES I I I x 0 J' x I ;l I 1 rn 1 1 I LIVI o I V I \ 1 1 V I V I \IVI /"9 11 V1 V V I V L I o BORDER BAST REVISED 7/2/201 0 USERNAME => p0026551 DGN FILE => 846800oc009.dgn RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE N oLn N N o0 �N 00 ww 0 0 J J CL a - W W F-- :2 a C) z 0 w a Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 08 SBd 10 12.3/14.1 338 624 S-0-� h Ct---t- 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE �a e tiq� SOON ANN CHEAH � 09-08-11 w No. 52143 PLANS APPROVAL DATE � z THE S TA TE OF CAL IFORNIA OR ITS OFF/CEPS E x p. CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR J' tiP THE ACCURACY OR COMPLETENESS OF SCANNED qTF of cA�,Fo�� COPIES OF /-///S PIAN SHEET PARSONS 3200 EAST GUASTI ROAD SANBAC 1170 W 3RD STREET m o z ROADSIDE SIGN QUANTONTARIO,GAEIEORNIA SUITE 200 ONTARIO, 91761 SAN BERNARDINO, CA 92410 m o> z cr POST DIMENSIONS INSTALL PANEL MATERIAL SUMMARY (N) LLI ROADSIDE w PANEL SIZE Min POST SIGN ROADSIDE FURNISH PANEL GRAFFITI z POST SIZE SIGN PANEL BACKGROUND LEGEND LENGTH FILM WOOD mo w SINGLE SHEET w w POST o o > > z �^ �z � zz FRAMED UNFRAMED v v a 0 � � 0 � � Q _ _ _ _ _ w > �o Qw QwL -j� =`J ALUMINUM ALUMINUM a L- z� U� z� �--� U� Q °° >- SHEET SIGN SIGN CODE ° Horiz Vert D C E = c� � QO Q0 00 uo cn 0 � cn 0 m� o Low o �0 i i 0 J L J 0 J L J o -- Q `D NO. NO. ,L w c� x x x x x 0 0 L � L a w `-z D <aL Q= _ - _ - _ - _ - L J L L L 00 �o � L w 00 p� z a Lu w _ u J _ _ _ _ _ � w w �0 ��� i w 0 -i m = cn = cn of Q o c�, �o L z 0 3 � z a cn u Q� 0 Cho 0 0 oho o z �--� D 0 `r' a `r' � a `) 0 ~ 0 L � Of Q 0 o 0 0 0 0 0 o cn o L L m INCH INCH LF LF LF LF LF EA EA EA LB LB EA EA SQFT SQFT SQFT SQFT S-7 0714 R10-4b(Lt) 9 12 1 0.8 X WHITE IV BLACK X R10-7 24 30 1 500 X WHITE IV BLACK X zm m R14-1 24 18 1 300 X WHITE IV BLACK X Q 0715 R10-4b(Lt) 9 12 1 0.8 X WHITE IV BLACK X �z w 0716 R3-7 30 30 205 7.0 300 12050 X 50 603 X WHITE IV BLACK X NOTE 5 aw = 0717 R26(S)(CA) 1 0718 R26(S)(CA) 12 18 1 105 X WHITE IV RED IV X 0719 R3-7 30 30 205 7.0 300 12050 X 50 603 X WHITE IV BLACK X NOTE 5 0720 CITY SIGN 1 0721 R26(S)(CA) 1 0722 R26(S)(CA) 12 18 1 105 X WHITE IV RED IV X 0723 R6-1 (Rt) 36 12 1.0 1 05 300 7000 X 28 300 X BLACK - WHITE IV X NOTE 5 a w TYPE N 18 18 105 203 X YELLOW IV X z u 0724 R6-1 (Rt) 36 12 1.0 1 05 300 7000 X 28 300 X BLACK - WHITE IV X NOTE 5 u Q TYPE N 18 18 105 203 X YELLOW IV X z 0725 R6-1 (Rt) 36 12 1.0 1 05 300 7000 X 28 300 X BLACK - WHITE IV X NOTE 5 o TYPE N 18 18 105 203 X YELLOW IV X o Q 0726 SNS 72 22 1 1100 X GREEN IV WHITE IV X NOTE 8 0727 SNS 72 22 1 1100 X GREEN IV WHITE IV X NOTE 8 � z 0728 SNS 72 22 1 1100 X GREEN IV WHITE IV X NOTE 8 0729 SNS 72 22 1 1100 X GREEN IV WHITE IV X NOTE 8 S-8 0801 G84-2(CA)(61) 54 48 400 7.0 500 16000 X 1 18.0 X GREEN III WHITE IV X z 0802 W4-1 48 48 507 7.0 500 17066 X 1 1600 X YELLOW IV BLACK X 0 0803 G84-2(CA) 1 0804 W4-1 1 0 0805 W3-3 1 z 0806 W9-1 48 48 507 7.0 500 17066 X 1 1600 X YELLOW IV BLACK X 0807 R89-2(CA) 22 10 105 X WHITE IV BLACK X NOTE 6 R10-6 24 36 500 X WHITE IV BLACK X NOTE 6 0 0808 R89-2(CA) 22 10 105 X WHITE IV BLACK X NOTE 6 z R10-6 24 36 500 X WHITE IV BLACK X NOTE 6 S-10 1000 R3-5(Rt) 30 36 300 7.0 300 13000 X 52 705 X WHITE IV BLACK X NOTE 5 a 1001 R3-5(Rt) 30 36 300 7.0 300 13000 X 52 705 X WHITE IV BLACK X NOTE 5 w 1002 R3-5(Rt) 30 36 300 7.0 300 13000 X 52 705 X WHITE IV BLACK X NOTE 5 0 1003 W4-7 48 48 507 7.0 300 15066 X 63 1600 X YELLOW IV BLACK X NOTE 5 ' 1004 R26(S)(CA) 12 18 105 7.0 300 11050 X 46 105 X WHITE IV RED IV X NOTE 5 Q 1005 R26(S)(CA) 12 18 105 7.0 300 11050 X 46 105 X WHITE IV RED IV X NOTE 5 1006 R26(S)(CA) 12 18 105 7.0 300 11050 X 46 105 X WHITE IV RED IV X NOTE 5 0 1007 R3-7 30 30 205 7.0 300 12050 X 50 603 X WHITE IV BLACK X NOTE 5 1008 R3-7 30 30 205 7.0 300 12050 X 50 603 X WHITE IV BLACK X NOTE 5 SHEET TOTAL 3 6 641 6 4 4400 9303 66.0 ROADSIDE SIGN o - - 51 3 44 1 567 750 44 20 12100 93202 40903 SHEET SQ 1 THRU SQ 8 TOTAL 9 u o GRAND TOTAL 54 3 50 29207 750 50 24 165.0 1 025.6147503 QUANTITIES a V SQ -9 I ;l I 1 rn 1 1 I LIVI o I V I \ 1 1 V I V I \IVI /"9 11 V1 V V I V L I o BORDER BAST REVISED 7/2/201 0 USERNAME => p0026551 DGN FILE => 846800oc009.dgn RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE N oLn N N o0 �N 00 ww 0 0 J J CL a - W W F-- :2 a C) z 0 w a x 0 J' x 0 w m cn o > w Lv > w w m Q 0 O V / > w o- Q a w z = O U U Q z � z 0 0 V) z Q z O U z 0 F— F— r)— C:) — F— O cn z Q F— I I — I_I O F— z w F— Q W D I Q O z ` O � 1 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 339 624 S-0-� h Ct---t— 09-08-11 Ess 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORiES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH CD z w No. 52143 m � z �'\E x p . � T CIVIL CAL P l qTF �F 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 OVERHEAD SIGN QUANTITIES (N) NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800oc010odgn RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 OVERHEAD SIGN QUANTITIES SQ PROJECT NUMBER & PHASE N o __j PANEL MATERIAL SUMMARY(N) N � o0 N n II n II � W w O J O J CL a - W F-- W :2 a M z o 0 O a^ PANEL BACKGROUND LEGEND GRAFFITI _ O u a O O w a FILM z z ow0 CD UJ ww J� SIGN cn ~� z~ =wQ w w PANEL POST STRUCTURE wU > > �--�- �- �w� U z U U 0 > w �w 0 0 >w �w o SHEET SIGN SIGN CODE LOCATION SIZE TYPE (TUBULAR) 0 � Q� J = w o LL u- �' w� U w� Q D NO. NO. w uo z U Iw C J z J o :2 REMARKS = U V) �--� z z 0 c� w J J z '—' LL 0� F LL -:2 o Q w z� �� z D w< w �Q U) v � V) _LLJ w LIJ li Ll - li Horiz Vert FURNISH INSTALL STATION DIRECTION ROUTE INCH INCH LB LB EA SQFT LF S-3 1 G85-11 (CA)(Mod) 679+30 "I-1 0" FEBT I-10 228 100 IV 149280 149280 158.33 33000 X GREEN IV WHITE IV X 2 G85-1(CA) FEBT I-10 1 REMOVE EXISTING CANTILEVER SIGN S-5 3 G83-1(CA) FEBT I-10 1 REMOVE EXISTING BRIDGE SIGN S-6 4 G83-5(CA)(Mod) 697+93 ''All FWBT I-10 204 90 IV 149070 149070 127050 33000 X GREEN IV WHITE IV X 8 G83-1(CA) FWBT I-10 1 REMOVE EXISTING BRIDGE SIGN S-8 6 G85-1(CA) FWBT I-10 1 REMOVE EXISTING CANTILEVER SIGN S-9 5 G85-1 1 (CA)(Mod) 716+06 III-loll FWBT 1-10 228 100 IV 139350 139350 158.33 33000 X GREEN IV WHITE IV X TOTAL 1 419700 1 419700 1 4 1 444.171 99000 (N) NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800oc010odgn RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 OVERHEAD SIGN QUANTITIES SQ PROJECT NUMBER & PHASE N o o N � o0 N n II n II � W p W O J O J CL a - W F-- W :2 a M z o 0 O w O _ O u a O O M x 0 w m un o> w w L w w 0 w z w Q J Z w > w C) V) om r w m �-o aw �z w w aw = (-)o (-) Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 340 624 S -0-`n h CJ`--- 09-08-11 REGISTERED CIVIL ENGINEER DATE QROFESS10IVq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CPRS OR AGENTS SHAL L NOT BF RFSPONSIBL F FOR THE ACCURACY OR COMPL FTENFSS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST CUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 PAVEMENT STRUCTURAL SECTIONS SHEET � LOCATION x AREA (N) w z w aQ J w w w C) F-- zv 00 -Dc-) w= w~ z c� Qaw J w� w w~ w o�U)� zUwv 00 0 --DU, U 0 a � = w w � cn Q a^w� xam �--� :2wC� �wz 0 a = w cn a^ xu �--� :2w � 0� = c�, cn w cn � a acs CD Lu c�cn CD< am w � � z 0 U ZW acn wa _jm w z � � � z � 0 U o ZW~ acnes waw _j M' � a 0 U v a F__ � o �, � Q� cl- + � > w J~ az w0 (f) _D o' FROM TO w CY CY o- TON TON CY CY CY cn TON LF LF L-1 "I-10'' 653+95000 Q Q 1 z w 0 _ U 29113 U L-2 "I-10'' 664+50000 Z r") 1 � z LL_ a 533 z 39948 Q 'I-10'' 675+95000 "I-10'' 677+50000 WB ROUTE 10 8 19860 86 34 z 144 0 "R1 " 675+95000 u WB ON-RAMP Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 340 624 S -0-`n h CJ`--- 09-08-11 REGISTERED CIVIL ENGINEER DATE QROFESS10IVq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CPRS OR AGENTS SHAL L NOT BF RFSPONSIBL F FOR THE ACCURACY OR COMPL FTENFSS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST CUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 PAVEMENT STRUCTURAL SECTIONS SHEET STATION LOCATION Str Sec No o AREA (N) w z w aQ J w w w C) F-- zv 00 -Dc-) w= w~ z c� Qaw J w� w w~ w o�U)� zUwv 00 0 --DU, U a _ w cn a^ xa �--� �w a_ �w 0� = a � = w w � cn Q a^w� xam �--� :2wC� �wz 0 a = w cn a^ xu �--� :2w � 0� = c�, cn w cn � a acs CD Lu c�cn CD< am w � � z 0 U ZW acn wa _jm w z � � � z � 0 U o ZW~ acnes waw _j M' � a 0 U v a F__ � o �, � Q� cl- + � > w J~ az w0 (f) _D 0 a o -- J~ az w0 (f)-D FROM TO SQFT CY CY TON TON TON CY CY CY TON TON LF LF L-1 "I-10'' 653+95000 "I-10'' 664+50000 WB ROUTE 10 1 199490 902 159 361 29113 29110 L-2 "I-10'' 664+50000 "I-10'' 675+95000 WB ROUTE 10 1 289792 19333 235 533 39948 29290 'I-10'' 675+95000 "I-10'' 677+50000 WB ROUTE 10 8 19860 86 34 144 310 "R1 " 675+95000 "R1 " 677+50000 WB ON-RAMP 4 39642 1 15 30 54 634 1 55 L-3 "1-10'' 677+50000 "A" 682+72.37 WB ROUTE 10 8 79320 339 136 636 950 "A" 682+72037 "A" 687+40000 WB ROUTE 10 1 109260 475 84 190 19755 468 "B" 683+65093 "B" 684+94093 EB ROUTE 10 1 19232 57 10 23 138 129 "A" 681+66.21 "A" 691+50.00 WB & EB ROUTE 10 2 199205 81 8 1 57 356 1 9230 39936 "R1 " 677+50000 "R1" 691+50.00 WB ON-RAMP 4 469658 1 9469 381 691 89409 1 9700 "R2" 687+40000 "R2" 691+50.00 WB LOOP ON-RAMP 4 109734 338 88 159 1 991 6 410 "B" 679+54090 "R3" 682+50000 EB OFF -RAMP 7 39789 119 56 526 295 "B" 679+54090 "R3" 691+50000 EB OFF -RAMP 4 449861 19412 366 665 79957 19763 L-4 "C" 18+50000 "C" 23+50000 CHERRY Ave 5 599704 29682 19658 2076 6091 ''S'' 14+55000 ''S'' 19+43023 SLOVER Ave 5 269435 19187 734 1022 3006 ''S'' 20+58054 ''S'' 25+33000 SLOVER Ave 5 369255 19628 19007 4020 PARKING LOT CHERRY/SLOVER 5 39497 157 97 0.16 0.40 L-5 "R3'' 691+50.00 ''R3'' 693+36000 EB OFF -RAMP 4 89925 281 73 132 1 9748 1 86 ''R3'' 693+36000 ''R5'' 695+73046 EB RAMP/CHERRY 7 109346 326 153 19986 299 ''R5'' 695+73046 ''R5'' 699+00°00 EB ON-RAMP 7 39919 123 58 849 27 'R5'' 695+73046 ''R5'' 701+50.00 EB ON-RAMP 4 169830 530 137 249 39008 639 'R3'' 692+15000 ''R3'' 693+00°00 EB OFF -RAMP MVP 5 780 35 22 0.04 0.09 'R5'' 696+00°00 ''R5'' 696+85000 EB ON-RAMP MVP 5 780 35 22 0.04 0.09 "C" 23+50000 "C" 28+33035 CHERRY Ave 5 549634 29454 19518 2053 6032 SHEET TOTAL 79730 993 19720 89179 59058 39413 437 6075 21.07 369997 159667 (N) TO NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY. BORDER LAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800pa001odgn RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 SUMMARY OF PROJECT NUMBER & PHASE SOON ANN CHEAH - z w No. 52143 Exp. sT CIVIL P ATF ()F CAL 1F ti SANBAC 1170 W 3RD STREET SAN BERNARDINO, CA 92410 QUANTITIES 0800000744 Q-1 N o� M Nao \ N n W W 00 Wes Q� o � z O o O L I w O O a O M x 0 w m un o> w w L w w 0 w w Z J O � Z w z > w w V) om r w m �-o aw �z w w aw = (-)o (-) Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 341 624 S -0-`n h CJ`--- 09-08-11 REGISTERED CIVIL ENGINEER DATE QROFESS10IVq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CPRS OR AGENTS SHAL L NOT BF RFSPONSIBL F FOR THE ACCURACY OR COMPL FTENFSS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST CUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 PAVEMENT STRUCTURAL SECTIONS SHEET � LOCATION x AREA (N) z zw aQ Jw w w o� ~� z� 00 --Dv z zw� Qaw Jw� w w~ w o��� zUwU 00 0 --DU U 0 a = w w U) Q a^w� xam �w� ��z Om = a = w cn a^ x �w �m 0� c� cn wU) � a <U CD Lu c�cn 0< am L � v z 0 U ZW acn wa _j CID z L v z � 0 U o ZW~ acn= wa(y _j co, a 0 U v a F__ 0 �, w � Q� cl- + > w J~ az w0 C/') _D o' FROM TO w CY CY o- TON TON CY CY CY cn TON LF LF L-6 "A" 691+50000 Q Q 2 z w 0 _ U 830 U "R1 " 691+50.00 z r") 4 � z LL_ a 122 z 19564 Q "R2" 691+50.00 "R2" 703+51 030 WB LOOP ON-RAMP 4 459358 19428 370 672 z 99643 0 "R4" 694+24050 u WB OFF -RAMP Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 341 624 S -0-`n h CJ`--- 09-08-11 REGISTERED CIVIL ENGINEER DATE QROFESS10IVq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CPRS OR AGENTS SHAL L NOT BF RFSPONSIBL F FOR THE ACCURACY OR COMPL FTENFSS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST CUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 PAVEMENT STRUCTURAL SECTIONS SHEET STATION LOCATION Str Sec N o o AREA (N) z zw aQ Jw w w o� ~� z� 00 --Dv z zw� Qaw Jw� w w~ w o��� zUwU 00 0 --DU U a _ w cn a^ xa �w �w 0� = a = w w U) Q a^w� xam �w� ��z Om = a = w cn a^ x �w �m 0� c� cn wU) � a <U CD Lu c�cn 0< am L � v z 0 U ZW acn wa _j CID z L v z � 0 U o ZW~ acn= wa(y _j co, a 0 U v a F__ 0 �, w � Q� cl- + > w J~ az w0 C/') _D 0 Q 0 --, J~ az w0 Cf)--D FROM TO SQFT CY CY TON TON TON CY CY CY TON TON LF LF L-6 "A" 691+50000 "A" 701+50000 WB & EB ROUTE 10 2 129127 517 99 225 830 49000 "R1 " 691+50.00 "R1 " 693+66027 WB ON-RAMP 4 89220 259 67 122 19564 217 "R2" 691+50.00 "R2" 703+51 030 WB LOOP ON-RAMP 4 459358 19428 370 672 99643 185 "R4" 694+24050 "R4" 701+50000 WB OFF -RAMP 4 329170 19013 263 477 59970 19000 "C" 33+40050 "C" 40+00°00 CHERRY Ave 5 759270 39381 29091 3048 8071 "W" 9+75000 "W" 11+25000 WASHINGTON Dr 6 79791 223 101 0.18 0.90 "R1 " 692+15.00 "R1" 693+00°00 WB ON-RAMP MVP 5 780 35 22 0.04 0.09 "R2" 698+80000 "R2" 699+65000 WB LOOP ON-RAMP MVP 5 780 35 22 0.04 0.09 "A" 700+15.00 "A" 701+00.00 WB ROUTE 10 MVP 5 780 35 22 0.04 0.09 DRIVEWAYS WASHINGTON Dr 6 19959 56 25 0.05 0.23 DRIVEWAYS CHERRY Ave 5 19459 66 41 0.07 0.17 L-7 "C" 40+00°00 "C" 46+16056 CHERRY Ave 5 649923 29916 19803 3001 7051 "V" 47+17031 "V" 50+07035 VALLEY Blvd 5 29000 90 56 0.09 0.23 DRIVEWAYS CHERRY Ave 5 689 31 19 0.03 0.08 L-8 "B" 704+69070 "B" 706+33075 EB ROUTE 10 1 19590 74 13 29 150 165 "I-10" 712+73060 "I-10" 715+50000 EB ROUTE 10 1 39361 156 27 62 350 327 "I-10" 712+73060 "I-10" 715+00°00 EB ROUTE 10 8 29715 126 50 467 227 "A" 701+50000 "A" 712+32041 WB & EB ROUTE 10 2 279665 19178 226 512 19035 49332 "R4" 701+50000 "I-10" 715+50000 WB OFF -RAMP 4 509407 19587 412 747 99755 19167 "R5" 701+50000 "R5" 712+73013 EB ON-RAMP 4 269584 837 217 394 49636 19124 "R5" 706+23081 "R5" 712+73013 EB ON-RAMP 7 159234 480 226 29651 650 "R4" 705+80000 "R4" 705+65000 WB OFF -RAMP MVP 5 780 35 22 0.04 0.09 SHEET TOTAL 79047 605 19694 69902 49223 39240 276 7005 18020 379051 139394 (N) TO NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY. BORDER LAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800pa002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 SUMMARY OF PROJECT NUMBER & PHASE SOON ANN CHEAH - z w No. 52143 Exp. sT CIVIL P ATF ()F CAL 1F ti SANBAC 1170 W 3RD STREET SAN BERNARDINO, CA 92410 QUANTITIES 0800000744 Q-2 N o � N o0 M Nao \ N n W W 00 W W Q o � z 0 0 0 L I '0 w �0 a 0 x 0 0 � w m cn o > w w Ln cr > w L-1 0 J Q Li w J LL W Z (nW cn > w o 1— mI r w m QLL] o �z w U , U ___1 Lf) w aw = U o U Z O x Q O cn z Q O z w Q W c � � o 0 x X Q O Z O m m r -r- O O Ln U �--� X � � U II z w o J � ~ J > c ~ a •— c c./7 U L N V) 0 a_ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 342 624 S—u-� h ct --- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 PAVEMENT STRUCTURAL SECTIONS c__ x O o' w o- z w = a a z w w O _ U U � Z r_') � Z :2 zw� LL_ Q a c� L z Z Q w << _ w = w w = w cn � � Z O STATION u AREA Z O x Q O cn z Q O z w Q W c � � o 0 x X Q O Z O m m r -r- O O Ln U �--� X � � U II z w o J � ~ J > c ~ a •— c c./7 U L N V) 0 a_ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 342 624 S—u-� h ct --- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 PAVEMENT STRUCTURAL SECTIONS (N) TO NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY. BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800pa003odgn RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. sT CIVIL CAL tiP ATF OF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 Q-3 N o Ln � m N o0 � N � 0 W w O O El- a - w LL] a o � z o o 0 u I LlO Ll O a O z z w w= :2 zw :2 zw� a a a c� L z z 0 a s << _ w = w w = w cn � � SHEET STATION Str AREA w w �-� cn a cn Q a w cn a cn w a z z ui a a + Q LOCATION Sec (N) w w �„ w � xa xam xc� J QU 0 0 c,.) 0 0 > 0 cn N O o o� o� w � w 0 w U U U U w a— -- z� zUwU �w I— >_ �w W c�cn Z W acn Z W~ acnes U � J~ az J~ az 00 00cro 0� O�m 0� cDa wa wa(y a w0 w0 -D --D U --D c� `- c� = �� = 1--1 a m _j m _j co w cn � cn FROM TO SQFT CY CY TON TON TON CY CY CY TON TON LF LF L-9 "I-10'' 715+50.00 "I-10'' 716+44.30 WB OFF -RAMP 4 19328 42 11 20 230 190 'I-10'' 715+50000 "I-10'' 728+92000 EB ROUTE 10 1 259814 19195 211 478 29909 29684 SUBTOTAL THIS SHEET 19237 222 498 39139 29874 SUBTOTAL FROM SHEET Q-1 79730 993 19720 89179 59058 39413 437 6075 21007 369997 159667 SUBTOTAL FROM SHEET 0-2 79047 605 19694 69902 49223 39240 276 7005 18020 379051 139394 SUBTOTAL FROM HMA DIKE 0.5 SUBTOTAL FROM STAGE CONSTRUCTION QUANTITIES 39201 29244 TOTAL 169014 19599 39202 39636 159081 119524 79150 713 13080 39027 779187 319935 (N) TO NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY. BORDER EAST REVISED 7/2/2010 USERNAME=>p0026551 DGN FILE => 846800pa003odgn RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. sT CIVIL CAL tiP ATF OF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 Q-3 N o Ln � m N o0 � N � 0 W w O O El- a - w LL] a o � z o o 0 u I LlO Ll O a O x 0 0 w m cn > w W L > w w o a 0 J Q Y V) Q W (n W J LL Wz V) w > w 0 1-- w m 0 Uz w U U � U U Ln w aw = Uo U z O x F - ::r F- r cn z Q F- I O F - z w F- a w � o o 0 x X Q 0 �' �' Z 0 m m 0 O Ln U �--� x � � U II z w o J � ~ J > ~ ~ a •- c c/7 U L N V) 0 a_ PLACE HOT MIX ASPHALT DIKE SHEET(TYPE No. C-- STATION x C) (TYPE A) FROM 0 DIKE UNDER DIKE LF TON TON L-9 "I-10" 716+15046 o' Lt 2500 w 0.3 o - U > z > w SUBTOTAL U = 0.3 a a 0.5* z w a 0 = w� a_xcn U m U `--' J U � :2 z o U z W LL- a ww z Q a a a ,-- Lu U 3: U zUw az 0 0 z w 0 z > U z O x F - ::r F- r cn z Q F- I O F - z w F- a w � o o 0 x X Q 0 �' �' Z 0 m m 0 O Ln U �--� x � � U II z w o J � ~ J > ~ ~ a •- c c/7 U L N V) 0 a_ PLACE HOT MIX ASPHALT DIKE SHEET(TYPE No. LINE STATION zzHMA a u C) (TYPE A) FROM TO DIKE UNDER DIKE LF TON TON L-9 "I-10" 716+15046 716+40046 Lt 2500 0.2 0.3 > z > w SUBTOTAL 2500 0.2 0.3 TOTAL 2500 0.5* X- QUANTITY INCLUDED IN PAVEMENT STRUCTURE QUANTITIES SUMMARY. EARTHWORK (N) TO NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800pa004.dgn IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 343 624 S-u-� h Com--- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 GRIND EXISTING CONCRETE PAVEMENT & REPAIR SPALLED JOINTS z z� 0 z 0 1 z J > z > w LINE STATION o a o a a a a ,_,_, '� w� a_xcn U m U `--' J x :2 x, W W W , p ww I w a a a ,-- Lu 3: 3: w V) zUw az 0 0 0 0 w z > aC 0 oz Ow 0 0 w0 Q� Q cl o z CY CY CY "C" "C" 18+50.00 TO "C" 28+00.00 39354 179150 SQYD "C" "C" 28+00.00 TO "C" 40+00.00 39339 21 9221 TO "I-10'' 664+50000 "C" "C" 40+00000 TO "C" 45+68.83 29457 572 L-2 "I-10'' "R1 " "R1 " 675+95057 TO "R1 "693+66000 39954 169552 29627 "R2" "R2" 687+40000 TO "R2" 704+13086 539665 109838 19136 "I-10'' 680+72041 ''I-10" & "R3" "I-10'' 679+00°00 TO "R3" 693+63000 89772 79963 29707 ''A'' "R4" "R4" 694+25000 TO "R4" 714+90062 19531 89542 366 9437 "R5" "R5" 695+30.00 TO "R5" 712+73013 119927 89109 39656 684+94093 11I-10" & ''A" "I-10'' 653+95025 TO ''A'' 687+50000 49040 100 29002 WB AUX Ln ''A" & 11I-10" ''A'' 681+66021 TO "I-10'' 712+32041 39316 26 1 MEDIAN "I-10" "I-10'' 712+73060 TO "I-10'' 729+00°00 39651 222 19633 I-10 EB "S" "S'' 13+30.00 TO "S'' 25+30.00 55299 864 L-6 "A" "W" "W" 10+40.00 TO "W" 11+53.00 267 Lt CUL-DE-SAC ''I-10 Chnl' ''I-10 Chnl" 429+14082 TO 463+50000 899362 38 "A" CHANNEL STAGE CONSTRUCTION QUANTITIES 39696 9333 67 TOTAL 1989630 929197 149127 Lt (N) TO NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800pa004.dgn IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 343 624 S-u-� h Com--- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFF/CEPS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF TH/S PIAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 GRIND EXISTING CONCRETE PAVEMENT & REPAIR SPALLED JOINTS 0 2 3 UNIT 2232 SUMMARY OF PROJECT NUMBER & PHASE SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. sT CIVIL CAL tiP ATF OF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 QUANTITIES 0800000744 Q-4 N 0� N o0 N o0 � N � 0 Ww 0 0 J j w w a o � z o o 0 u I 'O w O a O w z J J a o STATION LOCATION '� w� a_xcn z ,jF-- z ww Lu zUw az Lu z > 0- - m moa 0 w0 U) 0u Q:�-D SQYD SQYD L-1 "I-10'' 653+95000 TO "I-10'' 664+50000 Lt 19407 70 L-2 "I-10'' 664+50000 TO "I-10'' 677+50000 Lt 19733 87 L-3 "I-10'' 677+50000 TO "I-10'' 680+72041 Lt 430 21 ''A'' 680+72040 TO ''A'' 691+50.00 Lt 1 9437 72 "B" 679+54090 TO "B" 684+94093 Rt 720 36 "A" 681+66.21 TO "A" 691+50.00 Med Lt 1 9313 66 "A" 681+66.21 TO "A" 691+50.00 Med Rt 1 9307 65 L-6 "A" 691+50000 TO "A" 693+34015 Lt 246 12 "A" 691+50.00 TO "A" 701+50.00 Rt 1 9333 67 "B" 691+50.00 TO "B" 701+50.00 Lt 1 9333 67 L-8 "A" 701+50000 TO "I-10'' 712+32041 Med Lt 19451 73 "A" 701+50000 TO "I-10'' 712+32041 Med Rt 19451 73 "B" 704+69.70 TO "B" 712+99.39 Rt 1 9106 55 'I-10'' 712+91057 TO "I-10'' 715+50000 Rt 345 17 'I-10'' 712+32041 TO "I-10'' 715+50000 Lt 423 21 L-9 "I-10'' 715+50000 TO "I-10'' 728+92000 Rt 19789 89 'I-10'' 715+50000 TO "I-10'' 716+44030 Lt 129 6 TOTAL 179954 898 0 2 3 UNIT 2232 SUMMARY OF PROJECT NUMBER & PHASE SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. sT CIVIL CAL tiP ATF OF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 QUANTITIES 0800000744 Q-4 N 0� N o0 N o0 � N � 0 Ww 0 0 J j w w a o � z o o 0 u I 'O w O a O x 0 0 w m cn o > w Lv Ln cr > w w o Q 0 J Q Y a w cn w J LL w z V) w > w 0 1-- LLI m 0 �z w U , U Lf) W a Lw = U o U Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 344 624 S-u-� h Com--- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORiES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. sT CIVIL CAL tiP ATF OF 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 MINOR CONCRETE (CURB, GUTTER, SIDEWALK AND DRIVEWAY) SHEET C-- z x MINOR 0 (CURB) z F— o x o' 4" PCC SIDEWALK, & DRIVEWAY LLI CURB APPROACH RAMP o- 00 I a w m U 00 I a w m� p U`- 00 I N a w m U 00 I N a w m� p C) F- Q0 I N m w m u I o w m u 00 I a w m u 00 I a w m70 p U`- 00 I N a w m U 00 I N a w CQ 7C) p U a a I o w m u z w z o >� �� o Q 0 = O 0- a ui o LF U LF LF cn LF U � CY z o CY � z Q LL- a CY CY CY L-3 z Rt Q I 0 9 z 0 L-3 z U Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 344 624 S-u-� h Com--- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORiES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. sT CIVIL CAL tiP ATF OF 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 MINOR CONCRETE (CURB, GUTTER, SIDEWALK AND DRIVEWAY) SHEET STATION z MINOR 0 (CURB) z F— o x 4" PCC SIDEWALK, & DRIVEWAY CURB APPROACH RAMP ::r 00 I a w m U 00 I a w m� p U`- 00 I N a w m U 00 I N a w m� p C) F- Q0 I N m w m u I o w m u 00 I a w m u 00 I a w m70 p U`- 00 I N a w m U 00 I N a w CQ 7C) p U I 1= m w m u I N m w m u I o w m u r z �- co m u z o >� �� o Q J lq- m U O 0- a ui o LF LF LF LF cn LF LF CY CY z CY CY CY CY Q SF SF CY CY CY L-3 "R1 " 681 +65092 TO "R1 " 682+72.14 Rt F- I 0 9 F - L-3 z Lt w 268 F- L-4 & C-34 "S" 13+39.90 TO "S" 19+44.44 Rt a 87 w � 49366 o 54 3 L-4 & C-34 "S" 14+55000 TO "S" 18+88072 Lt 434 23 29584 o 0 32 19 L-4 "S" 15+80000 TO "S" 19+06064 MEDIAN 666 x X Q 21 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 344 624 S-u-� h Com--- 09-08-11 ESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORiES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH - z Fq C3 No. 52143 Exp. sT CIVIL CAL tiP ATF OF 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 MINOR CONCRETE (CURB, GUTTER, SIDEWALK AND DRIVEWAY) SHEET STATION LOCATION MINOR CONCRETE (CURB) z w o 4" PCC SIDEWALK, & DRIVEWAY CURB APPROACH RAMP Q 00 I a w m U 00 I a w m� p U`- 00 I N a w m U 00 I N a w m� p C) lq- I m w m U Q0 I N m w m u I o w m u 00 I a w m u 00 I a w m70 p U`- 00 I N a w m U 00 I N a w CQ 7C) p U I 1= m w m u I N m w m u I o w m u z `J p cn z �- co m u z o >� �� o Q J lq- m U O 0- a ui o LF LF LF LF LF LF LF CY CY CY CY CY CY CY SF SF SF CY CY CY L-3 "R1 " 681 +65092 TO "R1 " 682+72.14 Rt 221 9 L-3 "R3" 683+67033 TO "R3" 684+97045 Lt 268 11 L-4 & C-34 "S" 13+39.90 TO "S" 19+44.44 Rt 87 5 49366 1 46 54 3 L-4 & C-34 "S" 14+55000 TO "S" 18+88072 Lt 434 23 29584 750 32 19 L-4 "S" 15+80000 TO "S" 19+06064 MEDIAN 666 21 L-4 & C-34 "S" 20+68079 TO "S" 23+04007 Lt 266 14 19555 167 577 19 3 14 L-4 "S" 20+98000 TO "S" 24+00°00 MEDIAN 613 20 L-4 & C-34 "S" 20+52043 TO "S" 21 +1 1 000 Rt 100 5 673 200 8 4 L-49 L-5 & C-34 "C" 20+46071 TO "C" 29+33035 Lt 812 44 19172 114 14 2 L-4 & L-5 "C" 20+96021 TO "C" 27+00°00 MEDIAN 19256 40 166 247 2 6 L-4 "C" 21+08.40 TO "C" 22+43000 Rt 136 7 L-5 & C-37 "R3" 693+36000 TO "R3" 693+72043 Rt 44 3 103 104 1 2 L-5 & C-37 "R3" 693+50000 TO "R3" 693+79083 Lt 30 2 217 75 3 1 L-5 & C-37 "R5" 695+11073 TO "R5" 695+36030 Lt 37 2 95 1 L-5 & L-8 "R5" 696+00°00 TO "R5" 702+60000 Rt 668 15 L-6 & C-38 "C" 33+16.50 TO "C" 33+56.50 Lt 74 5 748 80 9 1 L-6 & C-38 "C" 33+55044 TO "C" 36+44054 MEDIAN 592 18 L-6 "C" 33+48026 TO "C" 35+40000 Rt 188 12 L-69 L-79 C-41 & C-42 "C" 33+69079 TO "C" 44+09050 Lt 634 439 40 24 39293 962 1460 41 18 36 L-69 L-7 & C-42 "C" 37+24065 TO "C" 45+66084 Rt 201 672 13 36 391 10 L-6 & L-7 "C" 37+59005 TO "C" 45+57000 MEDIAN 19630 50 L-7 & C-40 "V" 47+18081 TO "V" 50+07035 Rt 317 17 29000 126 25 2 L-6 "R2" 693+35075 TO "R2" 694+47013 Rt 231 9 L-6 "R2" 701+00.00 TO "R4" 697+76.84 Rt & Lt 702 43 L-8 "R4" 710+90021 TO "R4" 712+20000 Rt 266 11 L-8 "R5" 704+58.80 TO "R5" 706+23081 Lt 339 14 L-4 & C-43 Parking Lot -NE Corner Cherry/S I over 455 15 125 2 C-45 "W" 9+75000 TO "W" 11+25.00 Rt & Lt 355 19 639 16 SUBTOTAL 68 96 77 195 15 43 54 211 37 101 SUBTOTAL FROM LANDSCAPE QUANTITIES (MINOR CONCRETE - CURB) 196 TOTALI 1093 O z O m m n - Ln o NOTES: 10 (N) TO NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY. 20 CUBIC YARDS PER LINEAR FOOT WERE OBTAINED FROM REVISED STANDARD PLAN RSP A87A E o z w o ~ J L ~ Q J > ~ �L (/7 U N V) 0 a_ BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800pa005.dgn IS IN INCHES 0 2 3 UNIT 2232 SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 Q-5 N O o � N o0 N o0 �N � 0 W W 00 w w Q� o� z o 0 0 u Llo Ll o a O x 0 0 w m cn o > w Lv L > w w o a 0 J Q V) a w cn w J w z V) w cn > w 0 F-- mI r LLI m �Qo Z Lv U , U __j Lf) W a Lw = U o U z O x F - ::r F- cn z Q F- I O F - z w F- a w o o 0 x X Q 0 �' �' Z 0 m m 0 O Ln U �--� x � ^ U II ^ LL E II O ^ z LUJ o II L LJJ Q) J> ~ ~ U �L N (/7 V) 0 a_ CONCRETE BARRIER C-- Lu U w LL z I JU zw �w S U" x C) �U Qw (Da-Qw LU z I �U w NI-- 0 EA CONCRETE BARRIER LF w "R1 " 682+19.02 81 092' Lt TO "R1 " 691 +500009 101 076' Lt 930 0:� 01-1 Q:� LLI "R1 " 682+260009 1 27o26L Lt TO "R1 " 691 +50.009 1 19.00' Lt o- 950 ''R1 " 690+32.349 104.87 Lt TO ''R1 " 690+26.899 35.00' Lt 70 Lu w w w w a a —iw z w z� 0 = U Q 208 O ,_,_, "C" 21+96.269 82000' Rt TO "C" 23+500009 82050' Rt U � z o � z Of LL- a w >- SHEET "S" 22+830929 65057' Lt z STATION LOCATION Q m^ m^ m^ m m LINE STATIONz 535 o f O m 0 0 157 z z za 0 ~a U z O x F - ::r F- cn z Q F- I O F - z w F- a w o o 0 x X Q 0 �' �' Z 0 m m 0 O Ln U �--� x � ^ U II ^ LL E II O ^ z LUJ o II L LJJ Q) J> ~ ~ U �L N (/7 V) 0 a_ CONCRETE BARRIER METAL BEAM GUARD RAILING STATION Lu U w LL z I JU zw �w S U" U w a 0� J z DJU Ozw C) a_ O= U--, C) �U Qw (Da-Qw LU z I �U w NI-- LF EA CONCRETE BARRIER LF w "R1 " 682+19.02 81 092' Lt TO "R1 " 691 +500009 101 076' Lt 930 0:� 01-1 Q:� "R1 " 682+260009 1 27o26L Lt TO "R1 " 691 +50.009 1 19.00' Lt 950 ''R1 " 690+32.349 104.87 Lt TO ''R1 " 690+26.899 35.00' Lt 70 Lu w w w w "R1 " 682+32081 —iw J z� C-1 2 "C" 21+37.599 92.50' Lt TO "C" 23+50.009 92.50' Lt LL I-- Q 208 O ,_,_, "C" 21+96.269 82000' Rt TO "C" 23+500009 82050' Rt cn 158 Q:� af Of af CL w >- SHEET "S" 22+830929 65057' Lt STATION LOCATION m m^ m^ m^ m m LINE STATIONz 535 o f O m 0 0 157 O z za 3Q~ ~a "R1 " 691 +500009 1 19' Lt TO "C" 39+540509 88050' Lt U c� Of QO 58 �z (.nw Uw 1---0 "C" 37+92071 9 77059' Rt -"R4" 697+00021 9 47065' Lt 358 LU 0 w 0 w 0 w 0 w M w 206 U w I-- Q:� Q o>- CDz 1 O = —1w 0:� z�--- w:2 __j cn w w w w w C-15 "C" 43+140299 89000' Rt TO "V" 50+020009 58000' Rt EA EA EA SQYD "R3" of w Of w Q� w Of w Q:� w 1 22 "R1 " 691+50.00 TO 697+75000 Lt L-3 1 1 1 22 "R2" 695+34035 TO 695+59035 Lt L-6 1 1 1 22 "R4" 704+20000 TO 704+45000 Rt L-8 1 1 1 22 "I-10" 716+15046 TO 716+40046 Lt L-9 1 1 1 22 O O O O O� 1 5 108 LF LF LF LF LF L-1 9 L-2 & L-3 "I-1 0" 653+95000 TO "R1 " 679+99040 Lt 2604 L-3 "R1 " 679+99040 TO "R1 " 691+50.00 Lt 1 9150 L-3 "B" 678+72075 TO "R3" 681+50.00 Rt 265 L-3 & L-6 "A" 681+66.21 TO "A" 693+08000 Rt 1 9144 L-6 "A" 693+08000 TO "A" 696+07000 Rt 299 L-6 & L-8 "A" 696+07000 TO "I-10" 712+32041 Rt 19633 L-3 & L-6 "R1 " 688+50000 TO "R1 " 693+69074 Rt 520 L-3 & L-6 "R1" 688+50000 TO "R2" 695+34035 Rt/Lt 680 L-3 & L-5 "R3" 687+00°00 TO "R3" 693+50015 Lt 651 L-39 L-5 & L-8 "R3" 687+50000 TO "R5" 702+60000 Lt 19516 L-6 "C" 33+77092 TO "C" 35+11000 Lt 146 L-6 & L-8 "R4" 700+00000 TO "R4" 704+20000 Rt 423 L-8 & L-9 "R4" 711+00.00 TO "I-1 0" 716+15.46 Lt 501 L-5 & L-8 "R5" 695+31049 TO "R5" 702+27007 Lt 696 L-5 "R5" 695+39073 TO "R5" 696+00°00 Rt 63 L-8 "R5" 705+70000 TO "R5" 708+50000 Rt 280 L-8 & L-9 "R5" 708+50000 TO "I-10" 728+92000 Rt 29042 TOTAL 39808 69234 29196 299 29076 METAL BEAM GUARD RAILING BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800po006.dgn IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 34 5 624 S-u-� h Com--- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH w No. 52143 Exp. sT CIVIL CAL tiP ATF OF 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 FENCE AND GATE SUMMARY SHEET STATION Lu U w LL z I JU zw �w S U" U w a 0� J z DJU Ozw C) a_ O= U--, C) �U Qw (Da-Qw LU z I �U w NI-- LF EA EA EA LF w "R1 " 682+19.02 81 092' Lt TO "R1 " 691 +500009 101 076' Lt 930 O "R1 " 682+260009 1 27o26L Lt TO "R1 " 691 +50.009 1 19.00' Lt 950 ''R1 " 690+32.349 104.87 Lt TO ''R1 " 690+26.899 35.00' Lt 70 "R1 " 682+32081 —iw J z� C-1 2 "C" 21+37.599 92.50' Lt TO "C" 23+50.009 92.50' Lt LL I-- Q 208 O ,_,_, "C" 21+96.269 82000' Rt TO "C" 23+500009 82050' Rt cn 158 U 75 w >- "S" 22+830929 65057' Lt 1 > cn > z z z LINE STATIONz 535 o f O m 0 0 157 O z za 3Q~ ~a "R1 " 691 +500009 1 19' Lt TO "C" 39+540509 88050' Lt 733 "C" 38+34021 9 71 056' Lt TO "C" 38+920779 68000' Lt 58 �z (.nw Uw 1---0 "C" 37+92071 9 77059' Rt -"R4" 697+00021 9 47065' Lt 358 a w w:2 zw w w 206 U w I-- Q:� Q o>- CDz 1 O = —1w 0:� z�--- w:2 __j cn Q I-- I `- w '-- > `- C-15 "C" 43+140299 89000' Rt TO "V" 50+020009 58000' Rt EA EA EA SQYD "R3" 686+75000 TO 687+00°00 Lt L-3 1 1 1 22 "R1 " 691+50.00 TO 697+75000 Lt L-3 1 1 1 22 "R2" 695+34035 TO 695+59035 Lt L-6 1 1 1 22 "R4" 704+20000 TO 704+45000 Rt L-8 1 1 1 22 "I-10" 716+15046 TO 716+40046 Lt L-9 1 1 1 22 TOTAL 4 5 1 5 108 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800po006.dgn IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 34 5 624 S-u-� h Com--- 09-08-11 R�FESS 10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH w No. 52143 Exp. sT CIVIL CAL tiP ATF OF 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 FENCE AND GATE SUMMARY SHEET STATION Lu U w LL z I JU zw �w S U" U w a 0� J z DJU Ozw C) a_ O= U--, U w a 0 w z J � zJU '—'zw a- O= =U, �U Qw (Da-Qw LU z I �U w NI-- LF EA EA EA LF C-1 1 "R1 " 682+19.02 81 092' Lt TO "R1 " 691 +500009 101 076' Lt 930 "R1 " 682+260009 1 27o26L Lt TO "R1 " 691 +50.009 1 19.00' Lt 950 ''R1 " 690+32.349 104.87 Lt TO ''R1 " 690+26.899 35.00' Lt 70 "R1 " 682+32081 1 C-1 2 "C" 21+37.599 92.50' Lt TO "C" 23+50.009 92.50' Lt 208 "C" 21+96.269 82000' Rt TO "C" 23+500009 82050' Rt 158 "S" 22+300009 64092' Lt TO "S" 23+040009 65050' Lt 75 "S" 22+830929 65057' Lt 1 C-13 "C" 23+500009 92050' Lt TO "C" 28+830779 96050' Lt 535 "C" 23+50.009 82.50' Rt TO "C" 24 0 97 0 37 9 101 .54' Rt 157 C-1 4 "R1 " 691 +500009 101 076' Lt TO "R1" 691+92.989 1 1 3096' Lf 43 "R1 " 691 +500009 1 19' Lt TO "C" 39+540509 88050' Lt 733 "C" 38+34021 9 71 056' Lt TO "C" 38+920779 68000' Lt 58 "C" 37+92071 9 77059' Rt -"R4" 697+00021 9 47065' Lt 358 "R4" 697+460259 1 11 ' Lt TO "R4" 699+000009 37' Lt 206 "R4" 699+00°009 85028' Lt 1 "R4" 700+520639 35065' Lt TO "W" 10+19031 9 30' Lt 119 "W" 10+52.599 54095' Rt 1 C-15 "C" 43+140299 89000' Rt TO "V" 50+020009 58000' Rt 522 C-16 "R4" 702+01 0839 51 .15' Rt 1 "R4" 712+32.769 36033' Lt TO "R4" 712+29.879 70021 ' Lt 35 "R4" 701+929 49085' Lt TO "R4" 702+650759 50' Lt 68 TOTAL 129416 1 1 3 1 29808 0 2 3 UNIT 2232 SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 Q-6 N 0Ln N o0 N o0 �N � 0 Ww 0 0 El- m Ww a o � z O o O u I O w O a O x 0 0 w m cn o > W w L > w w o' Q 0 J a V) a w cn w J Li w z cn w cn > w 0 F-- mI r w m �Qo �z w U , U w aw = U o U REMOVE CONCRETE LINE C-- LOCATION x m u Lu > 0 :2 w Q:� 0 a 3;: w n w > 0 :2 w 0f 0 LF F - "R1 " "R1 " 688+12.53 TO "R1 " 651+50.00 x C-3 390 282 o' ::r "R3" 686+36.28 TO "R3" 691+50.00 w C-3 F- o- "R3" 692+53040 Lt TO "R3" 694+40010 11R3" "R3" 688+62.97 TO "R3" 691+50.00 Rt C-3 287 n 610 "B" "B" 686+32.29 TO "B" 691+50 Rt a a 520 z w "A" 688+71 .14 TO "A" 691 +50 0 = 181 279 U "S" & "C" "S" 15+55000 TO "C" 23+50000 Lt C-4 U � 433 z o Med � z 19418 LL- a "S" 18+94057 TO "C" 19+00000 Rt C-4 94 z 74 "C" & "S" Q Rt C-4 104 104 "S" "S" 20+84.20 TO "S" 24+02.56 Med C-4 647 C-8 "A" 701+50000 "C" & "S" "C" 21+61 060 TO "S" 23+03082 z C-4 617 0 189 "C" U Rt REMOVE CONCRETE LINE z LOCATION o z w w = U) m u Lu > 0 :2 w Q:� 0 a 3;: w n w > 0 :2 w 0f LF LF F - "R1 " "R1 " 688+12.53 TO "R1 " 651+50.00 x C-3 390 282 STATION ::r "R3" 686+36.28 TO "R3" 691+50.00 Lt C-3 F- "R3" 692+53040 Lt TO "R3" 694+40010 11R3" "R3" 688+62.97 TO "R3" 691+50.00 Rt C-3 287 n 610 "B" "B" 686+32.29 TO "B" 691+50 Rt C-3 "R4" 697.44085 Lt TO "R4" 699+45097 REMOVE CONCRETE LINE STATION LOCATION o z w w = U) m u Lu > 0 :2 w Q:� af w CD w > 0 :2 w 01-- a 3;: w n w > 0 :2 w 0f LF LF LF "R1 " "R1 " 688+12.53 TO "R1 " 651+50.00 Rt C-3 390 282 STATION 11R3" "R3" 686+36.28 TO "R3" 691+50.00 Lt C-3 514 "R3" 692+53040 Lt TO "R3" 694+40010 11R3" "R3" 688+62.97 TO "R3" 691+50.00 Rt C-3 287 "R1 " 691+50.00 Lt TO "C" 38+02054 Lt 610 "B" "B" 686+32.29 TO "B" 691+50 Rt C-3 "R4" 697.44085 Lt TO "R4" 699+45097 520 223 "A" "A" 688+71 .14 TO "A" 691 +50 Lt C-3 181 279 "C" 43+14096 Rt TO "C" 46+04083 Rt "S" & "C" "S" 15+55000 TO "C" 23+50000 Lt C-4 810 "I-10" 716+04054 Lt TO "I-10" 724+22067 Lt 433 "S" "S" 15+55013 TO "S" 19+35098 Med C-4 772 19418 TOTAL "S" & "C" "S" 18+94057 TO "C" 19+00000 Rt C-4 94 C-6 74 "C" & "S" "C" 19+00.00 TO "S" 21 +1 1 .00 Rt C-4 104 104 "S" "S" 20+84.20 TO "S" 24+02.56 Med C-4 647 C-8 "A" 701+50000 "C" & "S" "C" 21+61 060 TO "S" 23+03082 Rt C-4 617 189 "C" "C" 21+91 066 TO "C" 22+47031 Rt C-4 1 1 0 "C" "C" 22+11035 TO "C" 23+50000 Rt C-4 140 "B" "B" 691+50.00 TO" 701+50.00 Rt C-5 1 9 000 11R311 & "C" ''R3'' 691+50.00 TO "C" 31+08.80 Lt C-5 376 81 11R5" "R5" 695+21 .96 TO "R5" 701+50.00 Rt C-5 645 26 "C" & 11R5" "C" 31+09.03 TO "R5" 701+50.00 Rt C-5 691 81 "C" "C" 23+50.00 TO "C" 28+61 .00 Rt C-5 513 "C" "C" 23+50000 TO "C" 28+62075 Lt C-5 514 "A" "A" 691+500.00 TO "A" 701+50.00 Lt C-6 1 9 000 "R 1 " & "C" "R 1 " 691+50.00 TO "C" 32+46.70 Rt C-6 402 "R1 " "R1 " 691+50.00 TO "C" 38+82008 Rt C-6 826 84 "C" "C" 33+57086 TO "C" 34+21088 Lt C-6 159 "C" & "A" "C" 32+91059 TO "A" 701+50000 Rt C-6 696 58 "A" "A" 700+78034 TO "A" 701+50.00 Lt C-6 72 & "C" "A" 701+50000 TO "C" 40+00000 Lt C-6 19248 643 "C" "C" 39+63.96 TO "C" 40+00.00 Lt C-6 40 40 "W" "W" 4+96013 TO "W" 7+19044 Lt C-6 224 "C" "C" 40+00°00 TO "C" 44+09035 Lt C-7 431 323 "C" "C" 40+00.00 TO "C" 43+14.84 Rt C-7 318 319 "C" "C" 43+79095 TO "C" 45+28072 Rt C-7 149 "C" "C" 45+25025 TO "C" 46+14096 Rt C-7 86 "B" "B" 701+50.00 TO "B" 703+80077 Rt C-8 229 "A" "A" 701+50000 TO "A" 703+22000 Lt C-8 350 "A" "A" 701+50.00 TO "A" 702+13.67 Lt C-8 64 11R5" "R5" 701+50.00 TO "R5" 703+35078 Rt C-8 186 11R5" "R5" 701+50.00 TO "R5" 704+21 01 5 Lt C-8 322 SUBTOTAL 129795 39028 29455 TOTAL 159823 29455 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800pa007.dgn IS IN INCHES REMOVE FENCE SHEET STATION REMOVE FENCE LF C-3 "R3" 685+06.19 Rt TO "R3" 691+50.00 Rt 647 "R1 " 682+19.02 Lt TO "R1 " 691+50.00 Lt 930 C-4 "S" 15+67037 Lt TO "S" 19+48000 Lt 386 __j "C "20+62029 Lt TO "C" 23+50000 Lt 282 STATION "S" 22+30094 Lt TO "S" 22+93017 Lt 85 C-5 "C " 23+50000 Lt TO "C" 28+67030 Lt 517 "R3" 692+53040 Lt TO "R3" 694+40010 190 "R3" 691+50.00 Rt TO "R3" 691+88.08 Rt 40 C-6 "R1 " 691+50.00 Lt TO "C" 38+02054 Lt 610 :2za "A" 698+45014 Lt TO "A" 700+85000 Lt 19602 "A" 693+99064 Lt TO "A" 695+91004 Lt "R4" 697.44085 Lt TO "R4" 699+45097 302 223 "C" 37+50000 Rt TO "R4" 696+65048 681 = "R1 " 692+12.57 Lt TO "R1 " 693+92060 Lt 181 C-7 "C" 43+14096 Rt TO "C" 46+04083 Rt 355 C-8 "I-10" 702+44085 Lt TO "I-10" 715+21028 Lt 19371 C-9 "I-10" 716+04054 Lt TO "I-10" 724+22067 Lt 818 "I-10" 727+60028 Lt TO "I-10" 729+50000 Lt 190 C-10 "I-10" 729+50000 Lt TO "I-10" 743+84071 Lt 19418 TOTAL 109605 REMOVE CONCRETE CHANNEL 0 2 3 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 346 624 S-u-� h Com--- -09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH w No. 52143 � z Exp. Is, CIVIL tiP ATF OF CAL 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 REMOVE CONCRETE BOX CULVERT w w> � __j [-- J SHEET STATION w w D > U w w w SHEET STATION 0 u z Q:� U m :2za LF C-6 "A" 693+99064 Lt TO "A" 695+91004 Lt 223 TOTAL 223 w 0 = Q:� U U CY C-3 "R1 " 679+99087 Lt TO "R1 " 691+50.00 Lt 720 C-6 "A" 691+50.00 Lt TO "A" 693+99064 Lt 126 "A" 695+91 004 Lt TO "A" 701+50.00 Lt 298 C-8 "A" 701+50000 Lt TO "I-10" 713+98056 Lt 573 TOTAL 1971 8 0 2 3 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 346 624 S-u-� h Com--- -09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE e tiq 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH w No. 52143 � z Exp. Is, CIVIL tiP ATF OF CAL 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 REMOVE CONCRETE BOX CULVERT SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 Q-7 N o Ln N o0 � N � 0 W w O O --- J � El- a- Ww a o � z O o O u I O Ll O a O w w> [-- J SHEET STATION w w D > U 0 U :2 z X Lu 00 Q:� U m LF C-6 "A" 693+99064 Lt TO "A" 695+91004 Lt 223 TOTAL 223 SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 Q-7 N o Ln N o0 � N � 0 W w O O --- J � El- a- Ww a o � z O o O u I O Ll O a O x 0 0 U m cn o > w w L > w w o Q 0 V) w >m r w m �Qo �z w U , U __j Lf) U aw = U o U PAVEMENT REMOVAL LINE C-- AREA (N) x REMOVE ASPHALT CONCRETE (N) REMOVE CONCRETE PAVEMENT DESCRIPTION 0 LF CY CY STATION III -10" "I-10 653+95 TO "I-10'' 693+31016 Lt 499214 0.25 m z o w I-1 0 679+54096 TO "I-1 0'' 682+70086 Rt 69932 0.67 z 172 I R2 I ll & CII ''R211 IIR2 688+20013 TO C 33+34000 Lt 229033 0.25 204 III -10" & "C" a a 0.25 z w -j -' 0 = 669485 0.25 U "C" "C" 18+50.00 TO "C" 19+31 .00 U � 79 Z r) "C" � Z 0.25 LL- Q ''A" "C" "C" 29+73027 TO "C" 31+08.94 99126 z 85 691+50.00 TO 701+50.00 Q "C" "C" 32+47068 TO "C" 45+57000 1039233 0.25 956 = wD "C" "C" 35+71.42 TO "C" 37+92.61 PARKING LOT 479229 0.25 437 z "W" 4+83.13 TO "W" 11+53.58 1 991 26 0 177 Rt U "C" & ''A" PAVEMENT REMOVAL LINE STATION AREA (N) DEPTH REMOVE ASPHALT CONCRETE (N) REMOVE CONCRETE PAVEMENT DESCRIPTION SQFT LF CY CY STATION III -10" "I-10 653+95 TO "I-10'' 693+31016 Lt 499214 0.25 456 z o I -loll I-1 0 679+54096 TO "I-1 0'' 682+70086 Rt 69932 0.67 z 172 I R2 I ll & CII ''R211 IIR2 688+20013 TO C 33+34000 Lt 229033 0.25 204 III -10" & "C" "I-10'' 682+70086 TO "C" 30+06063 Rt 309944 0.25 287 w -j -' "S" 'IS'' 14+55000 TO 'IS'' 25+33000 669485 0.25 616 "C" "C" 18+50.00 TO "C" 19+31 .00 89506 0025 79 -- "C" "C" 20+62024 TO ""C" 28+62075 559670 0.25 515 > ''A" "C" "C" 29+73027 TO "C" 31+08.94 99126 0.25 85 691+50.00 TO 701+50.00 u "C" "C" 32+47068 TO "C" 45+57000 1039233 0.25 956 = wD "C" "C" 35+71.42 TO "C" 37+92.61 PARKING LOT 479229 0.25 437 "W" "W" 4+83.13 TO "W" 11+53.58 1 991 26 0.25 177 Rt C-3 "C" & ''A" "C" 33+42070 TO ''A'' 703+22016 199225 0.25 178 257 "B" ''A" & "I-10" "A" 703+18087 TO "I-10'' 706+06053 59881 0.25 54 691+50.00 TO 694+29040 Rt "C" & "R5" "C" 30+19012 TO "R5" 704+21 077 209682 0.25 192 C-5 148 III -10" "I-10'' 703+36042 TO "I-10'' 728+92000 Rt 359526 0.25 329 ''A" 694+57033 TO 696+10066 ''A" & "I-10" ''A'' 681+66021 TO "I-10'' 712+32041 589996 0.25 546 Lt C-8 III -10" "I-10'' 706+11000 TO "I-10'' 716+44030 109374 0.67 C-9 257 TOTAL "C" & "S" PARKING AREA AT CHERRY & SLOVER 59000 0.25 46 TOTAL 1 1 591 56 1 429 (N) TO NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY. REMOVE METAL BEAM GUARD RAILING REMOVE DOUBLE THRIE BEAM BARRIER STATION z O -- o z m Q LINE STATION a w w z o m o z w __j Cn az �J LINE STATION' a w -j -' ''A" & 11I-10" 706+47088 TO 712+32041 z o �a p z 01-1 TOTALI 892 -- w > ''A" 684+64000 TO 691+50.00 a w OQ:� 691+50.00 TO 701+50.00 u w :2Q 701+50.00 TO 706+47.88 O = wD TOTAL 2 91 81 __j Cn Q:� 0 LF "B" 678+92076 TO 682+70043 Rt C-3 378 "R3" 688+92091 TO 691+50.00 Rt C-3 257 "B" 693+87047 TO 695+36027 Rt C-5 148 "R3" 691+50.00 TO 694+29040 Rt C-5 282 "R 5" 695+38026 TO 696+85032 Lt C-5 148 "R 5" 695+26097 TO 700+18045 Rt C-5 508 ''A" 694+57033 TO 696+10066 Lt C-6 155 III -10" 707+73014 TO 715+50000 Lt C-8 782 III -10" 715+50000 TO 707+68000 Lt C-9 78 TOTAL 29736 REMOVE DOUBLE THRIE BEAM BARRIER BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800pa008.dgn IS IN INCHES 0 2 3 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 347 624 S-u-� h Com--- -09-08-11 R 0 �FESS� REGISTERED CIVIL ENGINEER DATE e414 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH w No. 52143 71 � z Exp. sT CIVIL CAL tiP ATF OF 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 REMOVE CONCRETE BARRIER LINE STATION z O -- o z m m LINE STATION a w ~ z o 0 o z w __j Cn Q:� > 681+66.21 TO 684+64.00 a w O ''A" & 11I-10" 706+47088 TO 712+32041 U W :2 O = w TOTALI 892 LF ''A" 684+64000 TO 691+50.00 Rt C-3 684 691+50.00 TO 701+50.00 Rt C-6 997 701+50.00 TO 706+47.88 Rt C-8 500 TOTAL 2 91 81 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800pa008.dgn IS IN INCHES 0 2 3 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 347 624 S-u-� h Com--- -09-08-11 R 0 �FESS� REGISTERED CIVIL ENGINEER DATE e414 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS SOON c �� ANN CHEAH w No. 52143 71 � z Exp. sT CIVIL CAL tiP ATF OF 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 REMOVE CONCRETE BARRIER LINE STATION z O -- o z °D v w > a w O U w :2 O = w __j Cn Q:� LF 681+66.21 TO 684+64.00 Rt C-3 300 ''A" & 11I-10" 706+47088 TO 712+32041 Rt C-8 592 TOTALI 892 UNIT 2232 SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 N O O 111) N �Ln N o0 �N � 0 W w O O --- J � El- a- Ww a o � z O o O u I O w O a O x 0 0 � w m cn o > w w L > w w � o Q 0 uo w mI r w m �Qo �z w U , U Ln w aw = U o U z O x F— ::r F— r)— C:) r cn z Q F— I O F— z w F— Q W c � � o 0 x X Q O � � Z O m m O O Ln U �--� x � ^ U II ^ LL E II � ^ z LUJ o II L LJJ Q) J> ~ ~ U �L N (/7 V) 0 a_ ABBREVIATIONS: CHDPE CORRUGATED HIGH DENSITY POLYETHYLENE REMOVE TREE SHEETS C-- PR -3 x PR -5 21 PR -6 0 PR -8 12 LD -5 "R4" LINE TOTAL 82 "R1 " & "R3" LINE 1 1 9246 LD -7 "C" & "R5" LINE 59222 w "C" LINE 19969 LD -9 "C" & 'S' LINE 567 585 49430 LD -7 TOTAL 259297 89 w = "C" LINE a a 91 z w BURGUNDY 0 _ L-6 "R4" 695+50000 U TOTALI 3,488 U � z o � z LL- a z Q w z 0 U z O x F— ::r F— r)— C:) r cn z Q F— I O F— z w F— Q W c � � o 0 x X Q O � � Z O m m O O Ln U �--� x � ^ U II ^ LL E II � ^ z LUJ o II L LJJ Q) J> ~ ~ U �L N (/7 V) 0 a_ ABBREVIATIONS: CHDPE CORRUGATED HIGH DENSITY POLYETHYLENE REMOVE TREE SHEETS EA PR -3 1 8 PR -5 21 PR -6 31 PR -8 12 LD -5 "R4" LINE TOTAL 82 ROCK BLANKET SHEETS LOCATION AREA SQYD LD -3 "C" & "R2" LINE 1 9308 LD -4 "A" & "R2" LINE 29842 LD -5 "R4" LINE 29143 LD -6 "R1 " & "R3" LINE 1 1 9246 LD -7 "C" & "R5" LINE 59222 LD -8 "C" LINE 19969 LD -9 "C" & 'S' LINE 567 585 49430 LD -7 TOTAL 259297 MULCH SHEETS LOCATION AREA CY PP -5 "C" LINE 35 PP -6 "C"9 "R2" & "R4" LINE 701 PP -7 "C" LINE 13 PP -8 "R4" LINE 310 19856 LD -5 "R4" LINE TOTAL 19059 GRAVEL SHEETS LOCATION COLOR SIZE 3/4 11 2 1 /2" SQYD LD -3 "C" & "R2" LINE BURGUNDY 566 19516 LD -4 "A" & "R2" LINE BURGUNDY 29156 19856 LD -5 "R4" LINE BURGUNDY 0 446 LD -6 "R1 " & "R3" LINE BURGUNDY 585 49430 LD -7 "C" & "R5" LINE BURGUNDY 89 29160 LD -8 "C" LINE BURGUNDY 92 91 LD -9 "C" & 'S' LINE BURGUNDY 0 89 L-6 "R4" 695+50000 102 TOTALI 3,488 1 109588 BORDER EAST REVISED 71212010 USERNAME => p0026551 RELATIVE BORDER SCALE DGN FILE => 846800pa009.dgn IS IN INCHES 0 2 3 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 348 624 S-u-� h Com--- 09-08-11 ROFESS10 REGISTERED CIVIL ENGINEER DATE �a e SOON 09-08-11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED CORES OF TH/S PIAN SHEET PARSONS ANN CHEAH - z CD No. 52143 �Exp��' ATF OF CAL 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 IRRIGATION CROSSOVER UNIT 2232 SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 Q-9 N o � cv Ln N o0 � N � 0 W w O O --- J � El- a- Ww a o � z O o O u I O Ll O a O W SHEETS STATION 'u 0 U 00 LF L-5 "C" 25+00.00 61 L-6 "C" 34+70000 153 L-6 "C" 38+25000 50 L-6 "R2" 700+00°00 48 L-6 "R4" 693+65000 224 L-6 "R4" 695+50000 102 TOTAL 638 UNIT 2232 SUMMARY OF QUANTITIES PROJECT NUMBER & PHASE 0800000744 Q-9 N o � cv Ln N o0 � N � 0 W w O O --- J � El- a- Ww a o � z O o O u I O Ll O a O M x w I J :�E D U) w w w om � w m Q� o 1zw =) CD � U U J u/ W Qw = U r-) U 0 > w n J Q z 0 U z LL z Q 1 0 z 0 U 638'-0" (Measured along "RW22" Line) (`�n�ro+o Rnrr i or � Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 349 624 02/01/12Cherry Avenue Overhead k4D��,�q OFESSI UUTU111 t I ev I UUU. VU 10+00 11+00 1 2+00 13+00 14+00 15+00 16+00 N00°09'1 1 "W w J a BC Sta 21+87.5 "T Cherry" Line w 3 rr M I DEVELOPED ELEVATION - 1 "=30'-0" PLAN SYMBOLS —Section Identification STANDARD PLAN SHEET NO. K DETAIL NO. EC Sta 23+73064 "t Cherry" Line N3° 42'06'1W 4725+00 3+00 22+00 2 Begin Wall Sta 10+00.00 "RW22" Line= 24+00 Sta 21+96.26 "t Cherry" Line "RW22" Line= 70.01 R t z-_ X C:> ,10,`0 N00009'1 1 "W `1-,--- �� BORDER LAST REVISED 7/2/2010 11+00 BC Sta 10+48.40 "RW22" Line= Sta 22+43.14 "L Cherry" Line 65.48 Rt N1 1049'09''W USERNAME=>$USER DGN FILE => $REQUEST INDEX TO Structure Approach End Wa I I RETAINING V) z Q t� 0 z D 10+00 Sta 10+23.45 "RW22" Line= Sta 22+19.17 NO. a 02°29'21" X Cherry" Line 133035 R-1 7932052 70.17 Rt 28043 0 30 R-2 -84 >_jco i a ° NO. a z R-3 289061 RETAINING WALL U J W Cn a- H} fA {f} O V_ 2 R-4 x � PLAN NO. � U RETAINING WALL EII C> 4 R-6 z �-w MISCELLANEOUS DETAILS L Ld Q) Q� EC U •L N V)N Cherry" Line 0 a_ "C Cherry" Line BORDER LAST REVISED 7/2/2010 11+00 BC Sta 10+48.40 "RW22" Line= Sta 22+43.14 "L Cherry" Line 65.48 Rt N1 1049'09''W USERNAME=>$USER DGN FILE => $REQUEST INDEX TO Structure Approach End Wa I I RETAINING WALL PLANS D T SHEET NO. TITLE 02°29'21" 66068 133035 R-1 7932052 GENERAL PLAN 28043 56086 30 R-2 03°3255" RETAINING WALL PLAN NO. 1 R-3 289061 RETAINING WALL PLAN NO. 2 R-4 RETAINING WALL PLAN NO. 3 R-5 RETAINING WALL PLAN NO. 4 R-6 MISCELLANEOUS DETAILS BC Sta 27+48036 EC Sta 33+27032 Cherry" Line "C Cherry" Line Cherry Ave 26+00 N03042 0611w 03°4206"W ' 28+00 (27+00 / EC Sta 16+13.32 "RW22" Line= Sta 28+5069 Cherry" Line 65.48 Rt 16+00 t i N00° 26'1 5'E 15+00--1046-- ' �1 U45 �- 14 + 0 0 1030 End Wall 13+00-- - • Sta 16+37.99 "RW22" Line= 1020 BC Sta 15+56.46 RW22 L I ne= ZSta 28+30 51 Cherr Line EC sta 11+81.75 "RW22" Line= Sta 23+73064 "t Cherry'' Line 65048 Rt PLAN 1 30'-0" RELATIVE BORDER SCALE IS IN INCHES R GIS ERED CIVIL ENGINEER DATE �o PR °'�q� Brett Makley z 09/08/11 COD LU M PLANS APPROVAL DATE No. C66397 Exp. THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL �P THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CALIF COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Concrete ` Barri erg B1 1-56 Type 736A , Roadway Section See "X -SHEETS" Sta 27+48.36 Cherry Line - y 65048 Rt 005 Rt � Exist Wing , Wall to remain CURVE DATA No. R D T L 10 3069.48 02°29'21" 66068 133035 O2 7932052 00024'39" 28043 56086 30 3004000 03°3255" 93006 186005 ® 7998000 04008'51 " 289061 578096 0 1 2 3 I i I i I i I UNIT 2232 Weep hole and pervious backf i I I (BO -3 3-1 Retaining Wall Type 1 B3-1 E SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 B LOL 3.. "RW22" Line Top of WC Fractured Rib Texture U) c •L •u) 3'- 0" o a� > o Min Q0 F G TYPICAL SECTION 1/411=1 ,—Oil Exist Cherry Avenue Overhead Abut 1, see "BRIDGE PLANS" Match Exist grad i ng RETAINING WALL 22 GENERAL PLAN R-1 PROJECT NUMBER & PHASE 0800000744 LU LJ o � 00 wW 00 J J EL 0 W W F-- g Q Q o 0 R O w a-- O �1 a O J O M R rr w I J L.� U) w I - w n n-) n-) w m Q �z w U U J U/ W Q W = U r-) U z 0 X F -- Q F— tz O V) z Q t� 0 z w M F_ IZ w 0 rr, i X > � Q O w n- m �--� w U J W n V) a- /00/ -6} fA {f} V) � J w � Q J z � O a O U z � F— w UL Q) LL rr j M a ._ z U L a N 0 11 U� z 0 U z 0 X F -- Q F— tz O V) z Q t� 0 z w M F_ IZ w 0 II - .,-.ii . A n, SII r -N A, SII r -N A, SII r -N A, SII r -N A, SII A ri, SII YVCG�.JI IVIG, l y 3-1 DEVELOPED ELEVATION I/811=1 ,_0il O 0 Ln c J Lor/ PLAN I/8..=1 ,-0.. BORDER LAST REVISED 7/2/2010 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 DGN FILE => $REQUEST IS IN INCHES I I I I I I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 350 624 k4D��,�02101112 R GIS ERED CIVIL ENGINEER DATE QR(FE SSI0N� 09/08/11 PLANS APPROVAL DATE THE STA TE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2'-0" Typ r �tt Makley z UjC66397 M � 1, CIVIL CAL P Exp. � 9TF �F SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LIMITS OF PAYMENT FOR EARTHWORK NTS NOTES 1. Earthwork I i m i is in addition to rA2B 2. For limits of Structure Backf i I I (Slurry Cement) and associated Structure Excavation (Retaining Wal I ), see ''R-3" sheet LEGEND Structure Excavation (Retaining Wal 1 ) Structure Backf i 1 1 (Retaining Wal 1 ) ww o � 0 0 w w 0 0 J J CL 0 - RETAINING WALL 22 =0 RETAINING WALL PLAN NO. 1 w� 0 R-2 V) 1 _o PROJECT NUMBER & PHASE 0800000744 i > � Q w n- m �--� U J W O V) a- /00/ -6} fA {f} X � � U E O �z�w F— UL Q) Q j a ._ U L N N 0 11 II - .,-.ii . A n, SII r -N A, SII r -N A, SII r -N A, SII r -N A, SII A ri, SII YVCG�.JI IVIG, l y 3-1 DEVELOPED ELEVATION I/811=1 ,_0il O 0 Ln c J Lor/ PLAN I/8..=1 ,-0.. BORDER LAST REVISED 7/2/2010 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 DGN FILE => $REQUEST IS IN INCHES I I I I I I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 350 624 k4D��,�02101112 R GIS ERED CIVIL ENGINEER DATE QR(FE SSI0N� 09/08/11 PLANS APPROVAL DATE THE STA TE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2'-0" Typ r �tt Makley z UjC66397 M � 1, CIVIL CAL P Exp. � 9TF �F SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LIMITS OF PAYMENT FOR EARTHWORK NTS NOTES 1. Earthwork I i m i is in addition to rA2B 2. For limits of Structure Backf i I I (Slurry Cement) and associated Structure Excavation (Retaining Wal I ), see ''R-3" sheet LEGEND Structure Excavation (Retaining Wal 1 ) Structure Backf i 1 1 (Retaining Wal 1 ) ww o � 0 0 w w 0 0 J J CL 0 - RETAINING WALL 22 =0 RETAINING WALL PLAN NO. 1 w� 0 R-2 V) 1 _o PROJECT NUMBER & PHASE 0800000744 M R w U) L.L w w w I Q m W m Q Q J z W U U J Un W Q W = U Q U z 0 X Q F— tz cn Z Q 0 Z W F— a r w 0 rr, x WALL wn- m� 0 RETAINING U J W O V) 0- H} fA {f} V_ x w n � II U II E o J w �z� Q J z � L Uj Q) 0 a �L U N U N 0 IL z � w LL rr M z Q z 0 U z 0 X Q F— tz cn Z Q 0 Z W F— a r w 0 11-1.1— 11 . n n, ^II r--� n , ^II n n, ^II r% r- , ^II BORDER LAST REVISED 7/2/2010 Datum Elev 1 UUUoUU UIRHlINHl a FLHINJ see ''UHAINAGE HLANS" I 1 2+00 13+00 DEVELOPED ELEVATION 1/811=1 /—o11 Structure Backfi Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 351 624 k4D��,�02101112 R GIS ERED CIVIL ENGINEER DATE QR(FE SSI0N� 09/08/11 PLANS APPROVAL DATE THE STA TE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET Bottom foc ' D D N Q) J U C USERNAME=>$USER DGN FILE => $REQUEST PLAN 1/011=1 /_o11 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 NI(1TF-' e r �tt Makley z LC66397 � \ CIVIL CAL P Exp. � 9TF �F SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1 o For SECTION A -A, see IIR-611 sheet. 2,-011 V Typ Lem D I A I -P . r 4- i r, � JV I\—I , JG1� ''DRAINAGE PLANS'' Sta 11+92 to 12+16 SECTION B -B 1/411=1 /-011 Expanded ystyrene LEGEND Structure Excavation (Retaining Wal I) Structure Backf i (Slurry Cement) w w C) II II 00 wW 00 J J a- 0 - RETAINING i > -j WALL wn- m� RETAINING U J W O V) 0- H} fA {f} V_ x � � II U II E o �z� w F— L Uj Q) Q� �L U N N 0 IL 11-1.1— 11 . n n, ^II r--� n , ^II n n, ^II r% r- , ^II BORDER LAST REVISED 7/2/2010 Datum Elev 1 UUUoUU UIRHlINHl a FLHINJ see ''UHAINAGE HLANS" I 1 2+00 13+00 DEVELOPED ELEVATION 1/811=1 /—o11 Structure Backfi Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 351 624 k4D��,�02101112 R GIS ERED CIVIL ENGINEER DATE QR(FE SSI0N� 09/08/11 PLANS APPROVAL DATE THE STA TE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET Bottom foc ' D D N Q) J U C USERNAME=>$USER DGN FILE => $REQUEST PLAN 1/011=1 /_o11 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 NI(1TF-' e r �tt Makley z LC66397 � \ CIVIL CAL P Exp. � 9TF �F SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1 o For SECTION A -A, see IIR-611 sheet. 2,-011 V Typ Lem D I A I -P . r 4- i r, � JV I\—I , JG1� ''DRAINAGE PLANS'' Sta 11+92 to 12+16 SECTION B -B 1/411=1 /-011 Expanded ystyrene LEGEND Structure Excavation (Retaining Wal I) Structure Backf i (Slurry Cement) w w C) II II 00 wW 00 J J a- 0 - RETAINING WALL RETAINING WALL PLAN PROJECT NUMBER & PHASE W W I- g Q Q 22 ~ =0 NO. 2 >o w O R0V) � I -3 < M R I I - 11 . r\/-, ^ I I n n, ^ I I n n, ^ 1 1 -7 r%, ^ I I Z O X F -- Q F- O v) Z Q O Z W F— Q r W D a ° wn- m U J W O In 0- V_ H} fA {f} X � ^ U E" O ^ z° - W L a J;� i - CU �L N N 0 IL BORDER LAST REVISED 7/2/2010 Datum E I ev 1000.00 Hppl lJA VV U1 1U I V UV -J along "RW22" Line 3-1 14+00 DEVELOPED ELEVATION I/811=1 ,_OII r)IA1 -C---I- ° -- -F, — c J IU USERNAME=>$USER DGN FILE => $REQUEST PLAN I/8-1 ,_OII RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 352 624 k4D��,� 02/01/12 R GIS ERED CIVIL ENGINEER DATE �O QR�FESSION�C Brett Makley z 09/08/11 PLANS APPROVAL DATE � No. C66397 � � THE STATE OF CAL IF01?N.1A OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL �P THE ACCURACY OR COMPLETENESS OF SCANNED 9TF 0 CAL 10 COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RETAINING rr, X WALL O RETAINING WALL m PLAN w n J L_d Q J z � O a U z � w w rr m z a w un z 0 U I I - 11 . r\/-, ^ I I n n, ^ I I n n, ^ 1 1 -7 r%, ^ I I Z O X F -- Q F- O v) Z Q O Z W F— Q r W D a ° wn- m U J W O In 0- V_ H} fA {f} X � ^ U E" O ^ z° - W L a J;� i - CU �L N N 0 IL BORDER LAST REVISED 7/2/2010 Datum E I ev 1000.00 Hppl lJA VV U1 1U I V UV -J along "RW22" Line 3-1 14+00 DEVELOPED ELEVATION I/811=1 ,_OII r)IA1 -C---I- ° -- -F, — c J IU USERNAME=>$USER DGN FILE => $REQUEST PLAN I/8-1 ,_OII RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 352 624 k4D��,� 02/01/12 R GIS ERED CIVIL ENGINEER DATE �O QR�FESSION�C Brett Makley z 09/08/11 PLANS APPROVAL DATE � No. C66397 � � THE STATE OF CAL IF01?N.1A OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL �P THE ACCURACY OR COMPLETENESS OF SCANNED 9TF 0 CAL 10 COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RETAINING WALL RETAINING WALL PLAN PROJECT NUMBER & PHASE LU w [-- :5 a 7 C) II I� 00 wW 0 0 J J a- 0- W W � g Q 22 �~ =0 NO. 3 >c) 'o w �O R-4 < -' O 0800000744 M w U) L.� w w n iir, I -.,-.ii . -7.-,/ -,I I r, n / X11 -7.-,/ X11 n n / /-,I I ('t^1/-Nrr\/ Ax/Ong i e-. (lx/--,rt'1e-N/'1A 3-1 Datum E I ev 1000.00 15+00 16+00 RW footing, Typ 15+00 1040 NO3 4T0611W BC Sta 15+56046 RW22 Line DEVELOPED ELEVATION "RW22" Line I/811=1 /_o11 PLAN I/811=1 /_o11 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES EC Sta 16+13032 RW22 Line Cherry Avenue Overhead Structure Approach S I ab, see ''BRIDGE PLANS'' N00°26/15''E 16+00 1050 1045 CURVE DATA R � /--HppI UA VU UI IU F U a I ong "RW22" Line , x a om m U RETAINING 4- �o U J W C)w a V) 0- V_ x w U ,-, U U J Un W Q w = O Uo U I 3-1 Datum E I ev 1000.00 15+00 16+00 RW footing, Typ 15+00 1040 NO3 4T0611W BC Sta 15+56046 RW22 Line DEVELOPED ELEVATION "RW22" Line I/811=1 /_o11 PLAN I/811=1 /_o11 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES EC Sta 16+13032 RW22 Line Cherry Avenue Overhead Structure Approach S I ab, see ''BRIDGE PLANS'' N00°26/15''E 16+00 1050 1045 CURVE DATA R � T x a ° 28043 0 RETAINING U J W O V) 0- V_ x w w � U E O ' J w z Q J z � L Uj Q) 0 a �L U N U N 0 IL z � w LL rr m z a z 0 U 3-1 Datum E I ev 1000.00 15+00 16+00 RW footing, Typ 15+00 1040 NO3 4T0611W BC Sta 15+56046 RW22 Line DEVELOPED ELEVATION "RW22" Line I/811=1 /_o11 PLAN I/811=1 /_o11 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES EC Sta 16+13032 RW22 Line Cherry Avenue Overhead Structure Approach S I ab, see ''BRIDGE PLANS'' N00°26/15''E 16+00 1050 1045 CURVE DATA R i T >� a ° 28043 56086 RETAINING U J W O V) 0- V_ x � � U E O ' z w L Uj Q) Q� �L U N N 0 IL 3-1 Datum E I ev 1000.00 15+00 16+00 RW footing, Typ 15+00 1040 NO3 4T0611W BC Sta 15+56046 RW22 Line DEVELOPED ELEVATION "RW22" Line I/811=1 /_o11 PLAN I/811=1 /_o11 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES EC Sta 16+13032 RW22 Line Cherry Avenue Overhead Structure Approach S I ab, see ''BRIDGE PLANS'' N00°26/15''E 16+00 1050 1045 CURVE DATA R 0 T L 7932.52 00°24/39" 28043 56086 0 1 2 3 I i I i I i I t t t t t G t t t t UNIT 2232 End Wa Sta 16+37.99 "RW22" Line Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 353 624 k4D��,�02101112 R GIS ERED CIVIL ENGINEER DATE QR(FE SSI0N� 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 r �tt Makley z LC66397 � 1, 9TCIVIL CAL P Exp. � F �F SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RETAINING WALL RETAINING WALL PLAN PROJECT NUMBER & PHASE ww C) �� II 00 wW 0 0 J J a- 0- w W I- Qg Q 22 ~ o O NO. 4 > w o O V) R-5 < —' O 0800000744 0 0 0-1 _ w w w aL om w m Q� o 17- w � UU -i U) W Q W = U r-) U x z 0 X a I— 0 V) z Q 0 Z W a r w 0 D- >� a 0 Q�z� U J W O w N 0- a- r x � ^ J w Q J z Y c> 0 a ^z w U z � � w J j LL a' �L M C/ ) C) N z N 0 a J U z 0 U z 0 X a I— 0 V) z Q 0 Z W a r w 0 See Note 1 See Note 2 Finished arade Backface of Retaining Wall Deta i I "A" Geocompos i to Drain Detail "B" WALL SECTION Filter Fabris wrap around DETAIL "A" AInTC C e 4" 0 drain 3" Uns I otted Plastic Pipe 3do" minx Lii SECTION A -A 10 mil Polyethylene sheet Bond 6" to wa 1 1 . Cut hole for 3" pipe Cap -typo See Note 2 3" S I otted Plastic Pipe. See Note 2 Tee Connection Bond to Geocompos i to .� A Drain E o Level or sloped toward wa Cement Treated Permeable Base DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale Alternative to bridge detail (BO -3 3-1 1. 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls). For walls adjacent to sidewalks or curbs, provide 4" plastic pipe under sidewalk to discharge through curb face Exposed wall drains shall be located 3"± above finished grade 2. Geocompos i to drain, cement treated permeable base, and 3" 0 s I otted plastic pipe continuous behind reta i n i nq wa I I o Cap ends of pipe. ProvIde "Tee" connection at each 4' 0 drain. 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. C Fractured R i b valley, Note 1 2n 1 " Face of wa FRACTURED RIB TEXTURE DETAIL USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES No Sca I e AInTC C o 1. Permissible location of weakened plane and expansion joints. 2. Sign post mounted on barrier. For locations and details, see S -sheets 0 1 2 3 I i I i I i I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 354 624 l ' 02/01 112 R GIS ERED CIVIL ENGINEER DATE QR�FESSI�Nq 09/08/11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 �O C Brett Makley z No. C66397 cr_Exp. 4. s� CIVIL P ATF OF CALIF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 UNIT 2232 SECTION A -A Y411=1 ,-011 RETAINING WALL 22 MISCELLANEOUS DETAILS R-6 PROJECT NUMBER & PHASE 0800000744 ww o� 00 wW 0 0 J J a- a - w W Q o� 00 �o > 0 w 0 Q O J 0 >� a Q�z� U J W O N 0- a- V_ x � ^ U E c> ^z w UJ Q� J j I— �L C/ ) C) N N 0 IL See Note 1 See Note 2 Finished arade Backface of Retaining Wall Deta i I "A" Geocompos i to Drain Detail "B" WALL SECTION Filter Fabris wrap around DETAIL "A" AInTC C e 4" 0 drain 3" Uns I otted Plastic Pipe 3do" minx Lii SECTION A -A 10 mil Polyethylene sheet Bond 6" to wa 1 1 . Cut hole for 3" pipe Cap -typo See Note 2 3" S I otted Plastic Pipe. See Note 2 Tee Connection Bond to Geocompos i to .� A Drain E o Level or sloped toward wa Cement Treated Permeable Base DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale Alternative to bridge detail (BO -3 3-1 1. 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls). For walls adjacent to sidewalks or curbs, provide 4" plastic pipe under sidewalk to discharge through curb face Exposed wall drains shall be located 3"± above finished grade 2. Geocompos i to drain, cement treated permeable base, and 3" 0 s I otted plastic pipe continuous behind reta i n i nq wa I I o Cap ends of pipe. ProvIde "Tee" connection at each 4' 0 drain. 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. C Fractured R i b valley, Note 1 2n 1 " Face of wa FRACTURED RIB TEXTURE DETAIL USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES No Sca I e AInTC C o 1. Permissible location of weakened plane and expansion joints. 2. Sign post mounted on barrier. For locations and details, see S -sheets 0 1 2 3 I i I i I i I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 354 624 l ' 02/01 112 R GIS ERED CIVIL ENGINEER DATE QR�FESSI�Nq 09/08/11 PLANS APPROVAL DATE THE STATE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 �O C Brett Makley z No. C66397 cr_Exp. 4. s� CIVIL P ATF OF CALIF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 UNIT 2232 SECTION A -A Y411=1 ,-011 RETAINING WALL 22 MISCELLANEOUS DETAILS R-6 PROJECT NUMBER & PHASE 0800000744 ww o� 00 wW 0 0 J J a- a - w W Q o� 00 �o > 0 w 0 Q O J 0 592'-6" Begin (Measured along "RW33" Line) W a I I Chain Link Railing (Type 7) X Top of Wall 0 0-1 _ w w w aL om w m Q� o 17- w � UU J U) W Q W = Uo U End Concrete Barrier Wa Type 26A (Mod) Approx OG and FG Datum E I ev 1010.00 along "RW33" Line 10+00 11+00 1 2+00 13+00 14+00 15+00 16+00 Chain Link INDEX TO (B11-52 Rai I ing RETAINING WALL PLANS DEVELOPED MIRROR ELEVATION(Type 7) 1 11=30/-011 Concrete Barrier SHEET NO. TITLE B3-1 LOL Type 26A (Mod) R-7 GENERAL PLAN R-8 RETAINING WALL PLAN NO. 1 3 B11-54 R-9 RETAINING WALL PLAN NO. 2 1 "RW33" Line Curb and gutter, R-10 RETAINING WALL PLAN NO. 3 11,E RW = R/W ,ri See "X -SHEETS" R-11 RETAINING WALL PLAN NO. 4 1 Top of Wall N R-12 BARRIER DETAILS R-13 MISCELLANEOUS DETAILS 1 ' I Fractured Begin �� Wall Sta 10+00.00 j = Texture be RW33 Line= I Weep hole PLAN SYMBOLS Sta 691+88.69 "R1" Line 1 o ( c - and perviousrBO 3 X98095 LT o .D •� backf i I I 3-1 -Section Ident i f i cation \ o o = Q0 Q0 FGA STANDARD PLAN SHEET NO.r'3 o o m DETAIL NO. \`\\ °, 00 Cn z Cn o cA - O O N o Q0 0 1 r� -� O + 0 O O rn � (D LA I \ O a-, z X L O 225.00 0 71 .23 137.97 X 2689.50 02°01'35" > 95.11 3O 1920.50 a 1 1 1 .1 4 w ® 7998.00 r 289.61 578.96 5O 2618.00 060 02'55" Cn 276.38 © 1992.00 06038/52 11 115.69 J J Q z � V) 0 a z U z � w LL r1l m z 0 a J z w z 0 U End Concrete Barrier Wa Type 26A (Mod) Approx OG and FG Datum E I ev 1010.00 along "RW33" Line 10+00 11+00 1 2+00 13+00 14+00 15+00 16+00 Chain Link INDEX TO (B11-52 Rai I ing RETAINING WALL PLANS DEVELOPED MIRROR ELEVATION(Type 7) 1 11=30/-011 Concrete Barrier SHEET NO. TITLE B3-1 LOL Type 26A (Mod) R-7 GENERAL PLAN R-8 RETAINING WALL PLAN NO. 1 3 B11-54 R-9 RETAINING WALL PLAN NO. 2 1 "RW33" Line Curb and gutter, R-10 RETAINING WALL PLAN NO. 3 11,E RW = R/W ,ri See "X -SHEETS" R-11 RETAINING WALL PLAN NO. 4 1 Top of Wall N R-12 BARRIER DETAILS R-13 MISCELLANEOUS DETAILS 1 ' I Fractured Begin �� Wall Sta 10+00.00 j = Texture be RW33 Line= I Weep hole PLAN SYMBOLS Sta 691+88.69 "R1" Line 1 o ( c - and perviousrBO 3 X98095 LT o .D •� backf i I I 3-1 -Section Ident i f i cation \ o o = Q0 Q0 FGA STANDARD PLAN SHEET NO.r'3 o o m DETAIL NO. \`\\ °, 00 Cn z Cn o cA - O O N o Q0 0 1 r� -� O + 0 O O rn � (D LA I \ O "R1" Line PCC Sta 33+27.32 X Cherry" Line ,\ Sta 694+72.16 "R 1 " Line = Sta 33+55089 "CL Cherry" Line BC Sta 11+37.33 "RW33" Line= Sta 693+25061 R1 Line 88028 Lt "RW33" Line = RW x°o 13+00 Retaining Wall Type 1 B3-1 TYPICAL SECTION 1/411=1 /-011 Sta 12+75.30 to Sta 15+92.45 "RW33" Line CURVE DATA No. R z T L O 225.00 0 71 .23 137.97 X 2689.50 02°01'35" 47.56 95.11 3O 1920.50 a 1 1 1 .1 4 222.04 ® 7998.00 F- 289.61 578.96 5O 2618.00 060 02'55" 138.32 276.38 © 1992.00 06038/52 11 115.69 231 .1 2 V) z a 0 z w a r w 0 >� a ° a z rr- U J W o N a - H} fA ff} V_ x � U E o �z�w L Uj Q) Q� �L U N N 0 IL "R1" Line PCC Sta 33+27.32 X Cherry" Line ,\ Sta 694+72.16 "R 1 " Line = Sta 33+55089 "CL Cherry" Line BC Sta 11+37.33 "RW33" Line= Sta 693+25061 R1 Line 88028 Lt "RW33" Line = RW x°o 13+00 Retaining Wall Type 1 B3-1 TYPICAL SECTION 1/411=1 /-011 Sta 12+75.30 to Sta 15+92.45 "RW33" Line CURVE DATA No. R Z� T L O 225.00 35007"58" 71 .23 137.97 O2 2689.50 02°01'35" 47.56 95.11 3O 1920.50 06037/27 1 1 1 .1 4 222.04 ® 7998.00 04008'51 289.61 578.96 5O 2618.00 060 02'55" 138.32 276.38 © 1992.00 06038/52 11 115.69 231 .1 2 PRC Sta 12+75.30 "RW33" Lint:- Sta ine=Sta 35+1 1 .1 1 "CL Cherry" Line 2 71.50 Lt 1030 o Cherry Ave PRC Sta 36+03.70 1Irl, Ch IIIL. PRC Sta 13+70.46 "RW33" Line= Sta 36+03070 Cherry Line 71 050 Lt 14+00 RW r r End Wa EC Sta 15+92.45 "RW33" Line= D erry I ne - Sta 38+34 000 4 Cherry Line 57S 10q 71050 L+ - 6 34+00 \ 35+00 5 36+00 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 355 624 k4Dl' 4 02101112 R GIS ERED CIVIL ENGINEER DATE �o QR�FESSJOIV4, Brett Makley z 09/08/11 PLANS APPROVAL DATE � No. C66397 THE STATE OF CALIFORNIA OR ITS OFFICERS -tx Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIV IL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CAL 1F COPIES OF THIS RL AN SHEET T.Y. LIN INTERNATIONAL SANBAG 3550 VINE STREET, SUITE 120 1 1 70 W 3RD STREET RIVERSIDE, CA 92507 SAN BERNARDINO, CA 92410 (*B3-1 LOLL 3" "RW33" Line = R /W Top of Wa I I --.,. .L Fractured Rib Texture C: c 0 Q0 FG FG Chain Link B11-52 Railing (Type 7) For grading see "G -SHEETS or " 4 0 flatter Retaining wall B3-9 gutter -Weep hole and pervious BO -3 backf i I I 3-1 Retaining Wall Type 1 (B3-1 TYPICAL SECTION 1/411=1 /-011 Sta 10+00 to Sta 12+75.30 "RW3 3" Line PLAN 1"=30'-0" USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 7+00 0 1 2 3 t I i I i I 38+00 UNIT 2232 C Sta .s8+s4 0 8 Cherry" Line N00009'1 1 "W 39+00 RETAINING GENERAL PROJECT NUMBER & PHASE WALL 33 PLAN R-7 0800000744 ww Q� o� 00 ww 0 0 J J 0- 0- ww � g a o � N O o w> o Q J O 0 r_1 LL = w J LL w w aL n-) n-) w m Q� o �z w UU J U) w Q W = U r-) U I I—I I , . /-1 A / nI I n n / nI -,.....,, y ,ter. J_ � Datum E I ev 1010.00 10+00 11+00 1 DEVELOPED MIRROR ELEVATION g =1 -0 Rr '�+n 1 1 +_�7 _ W C 0 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 356 624 —k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2' -oil Typ �o Brett Makley z No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 0 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits i n addition to (A62B BORDER LAST REVISED 7/2/2010 f 4:1 or f I atter PLAN N1I/ 11=1 /—Oil USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES CURVE DATA No. a-, 0 x a ° wn- m 0 71023 a z rr- U J W O WALL N 0- IL V_ PLAN x w r � U Cn E J w �z�w Q J z � L Ld>�� 0 a U �L N U N 0 IL z � w L m z a J z 0 U I I—I I , . /-1 A / nI I n n / nI -,.....,, y ,ter. J_ � Datum E I ev 1010.00 10+00 11+00 1 DEVELOPED MIRROR ELEVATION g =1 -0 Rr '�+n 1 1 +_�7 _ W C 0 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 356 624 —k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2' -oil Typ �o Brett Makley z No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 0 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits i n addition to (A62B BORDER LAST REVISED 7/2/2010 f 4:1 or f I atter PLAN N1I/ 11=1 /—Oil USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES CURVE DATA No. R 0 >� a ° wn- m 35°07'58" 71023 a z rr- U J W O WALL N 0- IL V_ PLAN x � � U E �z�w L Ld>�� Q� U �L N N 0 IL I I—I I , . /-1 A / nI I n n / nI -,.....,, y ,ter. J_ � Datum E I ev 1010.00 10+00 11+00 1 DEVELOPED MIRROR ELEVATION g =1 -0 Rr '�+n 1 1 +_�7 _ W C 0 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 356 624 —k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2' -oil Typ �o Brett Makley z No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 0 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits i n addition to (A62B BORDER LAST REVISED 7/2/2010 f 4:1 or f I atter PLAN N1I/ 11=1 /—Oil USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES CURVE DATA No. R 0 T L 1O 225.00 35°07'58" 71023 137097 0 1 2 3 I i I i I i I UNIT 2232 LEGEND Structure Excavation (Retaining Wal I ) Structure Backf i I I (Retaining Wal 1 ) RETAINING WALL RETAINING WALL PLAN PROJECT NUMBER & PHASE 33 NO. 1 R-8 0800000744 0 0 m w Cn w rr w J J w w H W n i om w m Q� o �z w U� U J U) w Qw = Uo U I I ,--. , . , — — I I , - r'1 it / -\ I I -7e-1 / nll Limits of Limits of Cable Rai I i ng Concrete Barrier Type 26A (Mod) A n / nll n n / SII -%kR w A x L > -j 225.00 0 71023 137097 ( 2689050 02°01'3511 47056 95011 Q�z� PLAN w U J W w N 0- IL V_ Cn x � I w Q J z � U 0 a E U z � � w Z w � m z a a J;� i - J �L U N z N 0 0 U I I ,--. , . , — — I I , - r'1 it / -\ I I -7e-1 / nll Limits of Limits of Cable Rai I i ng Concrete Barrier Type 26A (Mod) A n / nll n n / SII -%kR R A T L > -j 225.00 35°07'5811 71023 137097 ( 2689050 02°01'3511 47056 95011 Q�z� PLAN U J W O N 0- IL V_ x � � U E Z w L a J;� i - �L U N N 0 IL L I V v I V L -/ . .J 1 _ Datum E I ev 1010.00 i Toe o s / °pe 12+00 DEVELOPED MIRROR ELEVATION IIRW3311 Line 12+00 ► ► CURVE DATA No. R A T L 10 225.00 35°07'5811 71023 137097 ( 2689050 02°01'3511 47056 95011 S�oPe o� Y8 =1 -0 RW footing, Typ PRC Sta 12+75030 IIRW3311 Line PLAN NOTES /o11=1 /—Oil USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 13+00 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 357 624 k4Dl � 4 02101112 R GIS ERED CIVIL ENGINEER DATE �o QR�FESSJoIV4� Brett Makley z 09/08/11 PLANS APPROVAL DATE � No. C66397 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CAL COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL SANBAG 3550 VINE STREET, SUITE 120 1 1 70 W 3RD STREET RIVERSIDE, CA 92507 SAN BERNARDINO, CA 92410 Concrete Barrier Type 26A (Mod) Concrete Barrier Type 26A (Mod) 1 o For Fractured Rib Texture deta i Is, see R-1 3 2. Sta in on back face of wa I I sha I I extend to bottom of gutter. Do not stain gutter. 0 1 2 3 I i I i I i I UNIT 2232 9 SECTION A—A 1.=1 I/2II-1 ,_011 RETAINING WALL RETAINING WALL PLAN PROJECT NUMBER & PHASE Q� o� 00 ww 0 0 J J a- a- ww � g a o � 33 2: 0 NO. 2 w > 'o �O R-9 < J O 0800000744 0 r_1 n-) w m QO o �z w u� u J U) w Q W = ur-) u -%kR CC A X L >� 2689.50 O ° 95.11 u, m 060 372711 1 1 1 .14 222.04 a z rr- w U J W r N 0- H} fA IL ff} V_ Cn X � J w Q J z � U O a �� E u z � w w � m F- z 0Q� a J �L u� N z N 0 O v -%kR R A T L >� 2689.50 a ° 95.11 wn- m 060 372711 1 1 1 .14 222.04 a z rr- U J W O N 0- H} fA IL ff} V_ X � � U �� E O w F- L Ld>�� 0Q� �L U N N 0 IL o along KVV,S3 Line vv%I- F.II%-"I IYF' 3-1 Datum E I ev 1 01 0.00 14+00 DEVELOPED MIRROR ELEVATION a =i -o Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 358 624 k4D l � 4 02101112 R GIS ERED CIVIL ENGINEER DATE �o QR�FESSJOIV4� <1 Brett Makley z 09/08/11 Ld PLANS APPROVAL DATE No. C66397 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CAL 1F COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 NOTE: SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1 . For SECTION B -B, see R-1 1 . CURVE DATA No. R A T L 0 2689.50 02001/35 11 47.56 95.11 3O 1920.50 060 372711 1 1 1 .14 222.04 w" • PLAN - 8 =1 PLAN8=1 ,-0.. USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES Concrete Barrier Type 26A (Mod) 1032 0 1 2 3 I i I i I i I UNIT 2232 RETAINING WALL RETAINING WALL PLAN PROJECT NUMBER & PHASE ww �-- :5i Q� o� 00 ww 0 0 J J a- a - W W a o � 33 0 NO. 3> w 0O R-10 J O 0800000744 0 r_1 0-1 = w 7) V) LL w w n n-) n-) w m QO o �z w U U J U) w Q W = Ur-) U -77, n I I Z Datum E I ev 1010.00 along ^''RW33'' Line �� 15+00 DEVELOPED MIRROR ELEVATION a =, 11 —o End Wa 16+00 KInTCC e 1. For Fractured R i b Texture deta i 1 s, see R-1 3 PLAN- 1/8 LAN i�8=1 ,_0.. CURVE DATA )e 26A (Mod) No. a-, 0 X > � Q 0 w n- m U� WALL a z w U J W r N a- a- V_ cn � J w � Q J z � 0 Q O U z � 0 � w Ld L L Q a > m ._ c: z U L a N 0 IL J U� z 0 U -77, n I I Z Datum E I ev 1010.00 along ^''RW33'' Line �� 15+00 DEVELOPED MIRROR ELEVATION a =, 11 —o End Wa 16+00 KInTCC e 1. For Fractured R i b Texture deta i 1 s, see R-1 3 PLAN- 1/8 LAN i�8=1 ,_0.. CURVE DATA )e 26A (Mod) No. R 0 T > � Q ° w n- m �--� WALL a z U J W O N a- a- V_ x � � U E O �z�w 0 Ld L � Q a > ._ c: U L N N 0 IL -77, n I I Z Datum E I ev 1010.00 along ^''RW33'' Line �� 15+00 DEVELOPED MIRROR ELEVATION a =, 11 —o End Wa 16+00 KInTCC e 1. For Fractured R i b Texture deta i 1 s, see R-1 3 PLAN- 1/8 LAN i�8=1 ,_0.. CURVE DATA )e 26A (Mod) No. R 0 T L 30 1920050 06°37'27" 111014 222004 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 359 624 -k4Dl� 4 02/01/12 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STATE OF CAL IFOR/VIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 \j Brett Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CALIF ��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 3/411_1 ,_oil RETAINING WALL RETAINING WALL PLAN PROJECT NUMBER & PHASE ww a CD 33 =0 NO. 4 No Li p R-11 1 0 0800000744 0 0 rr w J J om w �o Qw Jz U� J (n Q W U r-) X � O w Cn J Q z 0 U z LL z a J Un z 0 U z O X F -- Q F— O V) z Q 0 z w Q w 0 Q wn- m a z rr- U J W O N a- V_ H} fA ff} X � � U E " O U w ii L Q J j ~ I— U �L N N 0 IL V) w w n m 0 w U w U Concrete Barrier Type 26A (Mod) rB1-52 '�L CONCRETE BARRIER TYPE 26A (MOD) DETAIL w I/2_1 ,_0.. J Q �- I Note: Reinforcement shown is in addition to w standard reinforcement except as noted For details not shown, see (B11-54 ��j BORDER LAST REVISED 7/2/2010 NIOTF q 1. Install C IDH or concrete block foundation before Concrete Barrier Type 26A (Mod) is constructed 2. Install s i na I pole after Concrete Barrier Type 26A Mod)is constructed. 3. For locations and details of sign posts, see S-6 Place post anchor prior to construction of Concrete Barrier Type 26A (Mod) USERNAME=>$USER DGN FILE => $REQUEST RELATIVE BORDER SCALE IS IN INCHES Signal PoIe, see E-5 for locations and details Concrete Barrier Type 26A (Mod) (B11-52 ��j 0 1 2 3 I i I i I i I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 360 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET i Po I e, Note 3 C I 0 _ U L O O 0 0�0 -00 70 L C- -0 -0 C O Q D U T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 I/211 po I yestyrene a I I around Curb and gutter, see X -sheets CIDH or concrete block Foundation, see Note 1 SIGNAL POLE THRU TYPE 26A (MOD) BARRIER UNIT 2232 Excep and (ES -71N ��j t as noted �o Brett Makley z Ld No. C66397 M Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RETAINING WALL 33 BARRIER DETAILS R-12 PROJECT NUMBER & PHASE 0800000744 ww o� 00 ww 0 0 J J 0- 0- W W a o � NO O wL O Qo J O 0 0 x KI o � w m See o w Note 1 w � > w See Q Note 2 0 rr w J J w w w n n-) n-) w m Q� o �z w UU J U) W Qw = Uo U Finished Grade Backf ace of Retaining Wal Deta i I ''A'' Geocompos i Te Drain Detai I "B" WALL SECTION Filter Fabris wrap around 4'' 0 drain 3'' Uns I otted Plastic Pipe 3" mina FTI SECTION A -A 10 mil Polyethylene sheet Bond 6'' to waI 1. Cut hole for 3'' pipe Cap -typo See Note 2 3'' S I otted Plastic Pipe. See Note 2 Tee Connection Bond to Geocompos i to Drain o Level or sloped toward wa Cement Treated Permeable Base w DETAIL "A" DETAIL "B" J a WEEP HOLE AND GEOCOMPOSITE DRAIN w m No Sca I e Alternative to bridge detail BO -3 3-1 NOTES: 1 0 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls). For wa I I s adjacent to s i dewa I ks or curbs, prov i de 4" plastic pipe under sidewalk to discharge through curb face. Exposed wa I I drains shall be located 3'± above finished grade 2. Geocompos i Te drain, cement treated permeable base, and 3'' 0 slotted plastic pipe continuous behind retaining wa I I . 11 11 E " O ^ Z w L a U L N N 0 I_ BORDER LAST REVISED 7/2/2010 USERNAME=>$USERDGN FILE => $REQUEST C-- 1%1--I-- n MIRROR ELEVATION CHAIN LINK RAILING TRANSITION I/411=1 ,-0.. C Fractured R i b valley, Note 5 2" Face of wa I FRACTURED RIB TEXTURE DETAIL RELATIVE BORDER SCALE IS IN INCHES No Scale 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 361 624 k4D l � 4 02101112 R GIS ERED CIVIL ENGINEER DATE �o QR�FESSIoIV4� Brett Makley z 09/08/11 CD M PLANS APPROVAL DATE � No. C66397 THE STATE OF CAL IFOR/VIA OR ITS EXP. OR AGENTS SHALL NOT BE RESPONSIBLE FOR Is, CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 91F OF CAL COPIES OF THIS PL AN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Concrete Barrier Type 26A (Mod) Post Pocket _ Tube Post 11 I _l, _� 8 2 1 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 TYPE 1 WALL POST ANCHORAGE DETAIL 1 =1 '-0" Sta 10+00 to Sta 12+75.30 ''RW33'' I o 1 n B11-52 RETAINING WALL 33 MISCELLANEOUS DETAILS R-13 PROJECT NUMBER & PHASE 0800000744 ww o� ^^ 00 ww 0 0 J J ww a o � No o wL �0 Q J O kR Cap ends of pipe. Prov i de Tee connection CT each 4 0 a I n o -' ¢ 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. I Ly O 4. Wire mesh across gap continuous. ^ 5. Permissible location of weakened plane and expansion joints. E " O ^ Z w L a U L N N 0 I_ BORDER LAST REVISED 7/2/2010 USERNAME=>$USERDGN FILE => $REQUEST C-- 1%1--I-- n MIRROR ELEVATION CHAIN LINK RAILING TRANSITION I/411=1 ,-0.. C Fractured R i b valley, Note 5 2" Face of wa I FRACTURED RIB TEXTURE DETAIL RELATIVE BORDER SCALE IS IN INCHES No Scale 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 361 624 k4D l � 4 02101112 R GIS ERED CIVIL ENGINEER DATE �o QR�FESSIoIV4� Brett Makley z 09/08/11 CD M PLANS APPROVAL DATE � No. C66397 THE STATE OF CAL IFOR/VIA OR ITS EXP. OR AGENTS SHALL NOT BE RESPONSIBLE FOR Is, CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 91F OF CAL COPIES OF THIS PL AN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Concrete Barrier Type 26A (Mod) Post Pocket _ Tube Post 11 I _l, _� 8 2 1 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 TYPE 1 WALL POST ANCHORAGE DETAIL 1 =1 '-0" Sta 10+00 to Sta 12+75.30 ''RW33'' I o 1 n B11-52 RETAINING WALL 33 MISCELLANEOUS DETAILS R-13 PROJECT NUMBER & PHASE 0800000744 ww o� ^^ 00 ww 0 0 J J ww a o � No o wL �0 Q J O x Begin Wal 1 Datum E I ev 1 01 0.00 1 0+00 548'-1 " (Measured a long Wa I I "RW688" LOL) Cherry Avenue OC Bridge No. 54-0543 - End Wa Approx OG along Cable ra i I i ng "RW688" LOL rte'==_ Concrete Barrier Type 60D ----------------------------------- --- --------- Top of Wall -------- 11+00 PLAN SYMBOLS o m m —Section Ident i f !cation Q� o �z w �D __j Ln W <111 STANDARD PLAN SHEET N0. = Uo U 0 w w J z 0 U z w z a J z 0 U w J a w - m DETAIL NO. OZo 690+00 689+00 688+00 - z o x 10+00 020, z a 11 C> / z w Q w 0 i > -J Q w n- m �--� a z U J W O N o- /00/ - 6} fA ff} x � ^ U E" o ^Z w 11 L a Uj i - U �L N C: V)N 0 a_ BORDER LAST REVISED 7/2/2010 12+00 13+00 FG DEVELOPED ELEVATION I =30/-O'' "R1" Line 2+00 691 +00 N80° 44:57 Begin Wall Sta 10+00°000 "RW688" LOL- Sta 688+50.00 "R1" Line - - - 10.73 Rt 1025- USERNAME=>$USER DGN FILE => $REQUEST 14+00 15+00 INDEX TO RETAINING WALL PLANS SHEET NO. R-14 R-1 5 R-16 R-1 7 R-18 R-19 R-20 R-21 R-22 TITLE GENERAL PLAN RETAINING WALL PLAN NO. 1 RETAINING WALL PLAN NO. 2 RETAINING WALL PLAN NO. 3 RETAINING WALL PLAN NO. 4 ARCHITECTURAL DETAILS NO. 1 ARCHITECTURAL DETAILS NO. 2 ARCHITECTURAL DETAILS NO. 3 DRAINAGE DETAILS Cherry Ave -Sta 33+55.90 Cherry Ave= / 1025 �rl�Sta 694+72.16 "R1 " Line 10 3 35— 5 7- 10 1 040 1 045%694+00 693+00 )0 .� ----- -------- r Ir Top of s I ope 4:1 or f I atter Toe of s l P o e __--------- N84° 33'1 9"E 1 3+00 O--- -1 04 5 —15+00 RW688 LOL 1040. -1035.----- End 035- End Wall 1030— Sta 15+48.09 "RW688" LOL Sta 693+96.88 "R1 " Line 47.11 Rt PLAN 1 =30/-O'' RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I Cherry Ave OC Abut 3 UNIT 2232 Cable railing Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 362 624 l ' 02101112 R GIS ERED CIVIL ENGINEER DATE �o QR�FESSJONgC <11 Brett Makley z 09/08/11 PLANS APPROVAL DATE No. C66397 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CAL IF��� COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 11-47 For Grading see "G -SHEETS" 40 or ffer- --- FG SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 "RW688" LOL RW LOL Top of Wal 1 �r Reta i n i ng wa 1 1 1133-9 Architectural gutter Treatment Concrete Weep hole Barrier and pervious BO -3 Type 60D °� °- backf i 1 1 3-1 0(j) C: > C) Retaining Wa11 = Type 1 QO FG TYPICAL SECTION /4 II=1 /—Oil 0 RETAINING WALL 688 GENERAL PLAN R-14 PROJECT NUMBER & PHASE 0800000744 ww �--� a o ^ ^ 0 0 w w 0 0 J J W W a CD 0 No �o Li �o ao J o 0 r_1 om w m Q� o �z w U� U J U) w Q W = U r-) U DEVELOPED ELEVATION- 1/8 LEVATION I/8..=1 ,_0.. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 363 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2'-0il Typ �o Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork I i m i is in addition to rA62B ��j t 10+00 PLAN- 1/8 LAN ,/811=1 /_011 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 11+00 0 1 2 3 I i I i I i I p UNIT 2232 LEGEND Structure Excavation (Retaining Wall) Structure Backf i I I (Retaining Wall) I N C 4- RETAINING WALL 688 RETAINING WALL PLAN NO. 1 '"o R-15 0 PROJECT NUMBER & PHASE 0800000744 a-, x >-J 0 wn- m� U, a z U J W O w N a- H} fA a- ff} r x � Cn � J w Q J z � O 0 a z w U z � Q� w LL �L m U N z N 0 a J z 0 U DEVELOPED ELEVATION- 1/8 LEVATION I/8..=1 ,_0.. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 363 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2'-0il Typ �o Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork I i m i is in addition to rA62B ��j t 10+00 PLAN- 1/8 LAN ,/811=1 /_011 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 11+00 0 1 2 3 I i I i I i I p UNIT 2232 LEGEND Structure Excavation (Retaining Wall) Structure Backf i I I (Retaining Wall) I N C 4- RETAINING WALL 688 RETAINING WALL PLAN NO. 1 '"o R-15 0 PROJECT NUMBER & PHASE 0800000744 >-J wn- m� a z U J W O N a- H} fA a- ff} V_ x � � U �� E O z w L UJ Q) Q� �L U N N 0 IL DEVELOPED ELEVATION- 1/8 LEVATION I/8..=1 ,_0.. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 363 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2'-0il Typ �o Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork I i m i is in addition to rA62B ��j t 10+00 PLAN- 1/8 LAN ,/811=1 /_011 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 11+00 0 1 2 3 I i I i I i I p UNIT 2232 LEGEND Structure Excavation (Retaining Wall) Structure Backf i I I (Retaining Wall) I N C 4- RETAINING WALL 688 RETAINING WALL PLAN NO. 1 '"o R-15 0 PROJECT NUMBER & PHASE 0800000744 0 r_1 Of w J w W n i n-) n-) w m Q� o �z w U� U J U) w Q W = U r-) U 4 nn, 4 11 „/-/ nll w Z x O x Q w r N�N cn O J w Q J z � V) O a z U z � � w w � m t� z O a J Z U� W z O U 4 nn, 4 11 „/-/ nll N CU L I G V I V I -7 C_ G 1 Datum E I ev 1 01 0.00 t t 12+00 DEVELOPED ELEVATION- 1/8 LEVATION i�8=1 ,_0.. 13+00 y................... . , • I� + N J Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 364 624 k4Dl � 4 02/01/12 R GIS ERED CIVIL ENGINEER DATE �o QR�FESSJO��� <1 Brett Makley z 09/08/11 CD M PLANS APPROVAL DATE � No. C66397 THE STATE OF CAL IFOR/VIA OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CAL IF ��� COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 PLAN- 11=1 LAN 11 , it ALJ W 8 =1 -0 o � 0 0 w w 0 0 J J 0- a - W LLJ a o � RETAINING WALL 688 RETAINING WALL PLAN NO. 2 w o O R-16 1 0 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DCN FILE -> REQUEST IS IN INCHES I I I I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000744 Z O H� x Q N�N O V) z Q t� O Z W Q w 0 i > � Q w n- m �--� a z U J W O N a- H} fA ff} V_ x � � U E O z -' w F— a L Uj Q� Q) ._ V)0IL N CU L I G V I V I -7 C_ G 1 Datum E I ev 1 01 0.00 t t 12+00 DEVELOPED ELEVATION- 1/8 LEVATION i�8=1 ,_0.. 13+00 y................... . , • I� + N J Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 364 624 k4Dl � 4 02/01/12 R GIS ERED CIVIL ENGINEER DATE �o QR�FESSJO��� <1 Brett Makley z 09/08/11 CD M PLANS APPROVAL DATE � No. C66397 THE STATE OF CAL IFOR/VIA OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CAL IF ��� COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 PLAN- 11=1 LAN 11 , it ALJ W 8 =1 -0 o � 0 0 w w 0 0 J J 0- a - W LLJ a o � RETAINING WALL 688 RETAINING WALL PLAN NO. 2 w o O R-16 1 0 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DCN FILE -> REQUEST IS IN INCHES I I I I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000744 0 r_1 x LL w LL w w n i om w m Q� o �z w u� u J U) W Qw = U r-) U 0 w r cn J Q z 0 u z w z Q J z 0 u -7n/ nll nn/ nll -%kR >� a ° wrrcc) a z U J W O N a- a- V_ x � � U E O w F- L 0Q� Ld >� U L N N 0 IL BORDER LAST REVISED 7/2/2010 L I�— w I V L L o I L V I I Datum E I ev 1010.00 14+00 DEVELOPED ELEVATION , OAO LOL 40.1 or f I atter USERNAME=>$USER DGN FILE => $REQUEST 1/8 11=1 ,_oil PLAN RELATIVE BORDER SCALE IS IN INCHES Toe of s I ope 1OA5 RW footing, Typ N840 33'1 911E Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 365 624 k4Dl � 4 02/01 /1 2 R GIS ERED CIVIL ENGINEER DATE �o QR�FESS JO�4 <1 Brett Makley z 09/08/11 CD m PLANS APPROVAL DATE cr No. C66397 THE STATE OF CALIFORNIA OR ITS OFFICERS -tx Exp. OR AGENTS SHALL NOT BE RESPONSIBL E FOR CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 9TF 0 CAL IF��� COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Top of s I ope SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 ww 1045 o0 ww 0 0 J J a- a- ww � g a CD RETAINING WALL 688 RETAINING WALL PLAN NO. 3 wo p R-17 1 0 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 1 1 1 1 1 1 1 0 r_1 I — = W w W w n I Q m w m Q� Q �z w U� U J U) w Q W = U Q U N I I 15+00 DEVELOPED ELEVATION I/8-1 /_0.. ,1045 - PLAN= 045 - PLAN Y�II-1 /_OII USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES ,ape 60D Cherry Ave OC Abut 3 footing ------------------------------ 0 1 2 3 I i I i I i I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 366 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RETAINING WALL 688 RETAINING WALL PLAN NO. 4''0 R-18 < 1 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 a-, I x >-J a 0 wn- m� a z U J W O w N a- H} fA a- ff} w x � cn � J J Q z � O 0 a �z�w U 0 z � Q w LL m U N z N 0 a J U� z 0 U N I I 15+00 DEVELOPED ELEVATION I/8-1 /_0.. ,1045 - PLAN= 045 - PLAN Y�II-1 /_OII USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES ,ape 60D Cherry Ave OC Abut 3 footing ------------------------------ 0 1 2 3 I i I i I i I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 366 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RETAINING WALL 688 RETAINING WALL PLAN NO. 4''0 R-18 < 1 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 I >-J a ° wn- m� a z U J W O N a- H} fA a- ff} V- x � � U E O �z�w 0 L �L Ld>�� Q � U N N 0 IL N I I 15+00 DEVELOPED ELEVATION I/8-1 /_0.. ,1045 - PLAN= 045 - PLAN Y�II-1 /_OII USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES ,ape 60D Cherry Ave OC Abut 3 footing ------------------------------ 0 1 2 3 I i I i I i I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 366 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RETAINING WALL 688 RETAINING WALL PLAN NO. 4''0 R-18 < 1 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS Limits of payment for Prepare and Stain Concrete 08 SBd 10 12.3/14.1 367 624 1 1 2 -1 0 Limits of payment 02101112 ROFESSIO for Architectural R GIS ERED CIVIL ENGINEER DATE �a e IV4 X 435'-0%" Limits of payment for Arch i tectura I Treatment (Type C) Treatment (Type B) Chery Avenue OC<11 „ „ „ „ Brett Makley z (Measured along RW688 LOL) (Measured along RW688 LOL) Bridge No. 54-0543 09/08/11 PLANS APPROVAL DATE � No. C66397 End Wa I I _t% Exp. THE STA TE OF CAL IFOR/VIA OR ITS OFFICERS Begin Wall A p p r o x OG along OR AGENTS SHALL NOT BE RESPONSIBLE FOR C I V I L tiP ' ' R W 6 8 8 ' ' L 0 L Match groove lines CTHE OPIES OFAC r OR 10ZAN S HEFT ESS OF SCANNED 9TF OF CAL 1F Top ofA----------------------------------------------- --_- Wa 1 I _______ --- to Abutment ` ri ri T.Y. LIN INTERNATIONAL SANBAG ; 2 g43550 VINE STREET, SUITE 120 1 1 70 W 3RD STREET o-- _-_ ----- � w ______ ---- __= RIVERSIDE, CA 92507 SAN BERNARDINO, CA 92410 o > Datum E I ev 1010.00 FG NOTES w 10+00 11+00 1 2+00 13+00 14+00 15+00 � Q 1 o For "Motif Elevations'', see "R-1 9" sheet ARCHITECTURAL TREATMENT KEYMAP-DEVELOPED ELEVATION 20 For "SECTION A -A", "SECTION B -B" and 1 "=30'-0" "SECTION C -C", see "R-20" sheet. 3. For "DETAIL 1'', see "R-20" sheet X Fluted Fin Texture only Motif B Motif A Motif B 0-1 w 147 '- 01/4" 4 8'- 0" 4 8'- 0" 48/-o " J -- J :2 � `� Motif A & B :2� Begin Wall Insertion Point 2 Motif B Fluted F i n w Concrete Barrier Insertion Point 1 Texture, Typ w Type 60D Top of E I ev 1028.37 E I ev 1029.16 Wa I I Sta 11+95.03 Sta 12+43.03 1 0 Top reveal 0 rn ---- --- + =Mmmioum rr� 1 N w m ------------ 0 ------------------- ----- Q�------------- U U ------- --- - - - - ----------- ------ -- N -------------------------------------------------------------------------- - - - - -- •- QW = U� U U 4- X o Datum E I ev 1010.00 ° � > w 10+00 11+00 1 2+00 "' J w DEVELOPED ELEVATION QJ z <1 "=1 0,_0ll o a U z � � w Motif B Motif A Motif B Motif A Custom A Chery Avenue OC z 48'-0" 48'-0" 48'-0" 48'-0" 112'-10" Bridge No. 54-0543 JB End Wa o Motif A & B Custom A ---- Insertion AMotifC Fluted Fin --------------- A Insertion ► �------ Texture, Typ Point 4 ► Concrete Point 3 Top of Insertion Point 3 12/W x 13/H o Barrier E I ev 1034.49 WaI1 Top reveal E 1 ev 1034.48 Test Panel III Location E I ev 1030.12 Type 60D Sta 1 4+34.99 - _ _ _ ,�;_ __ ;__- -�---� Match groove I i nes X Q Sta 13+39.03 toAbutment m: ff—H --- --- �, ----- V -MOM m N---- ---------------- --------------- L---------------- LLI i Q c) B w, DETAIL 1 C w + A w w ° �� o Datum E I ev 1010.00 C �� 14+00 15+00 > JQ 1 3+00 w� wn-m �"' a�z ~o~ DEVELOPED ELEVATION Lw X 111=1 0,_0.. Q a 3 RETAINING WALL 688 0 z -U11 F- ARCHITECTURAL DETAILS NO. 1 wo Q. R-19<0 U L N O N o a_ USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE -> REQUEST Is IN INCHES I I I I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000744 0 �4 w J E� J V) W � H Ld i om w m Q� o �z w U U J Cn w Q W = Uo U Z O X ~ Q O Ln Z Q Li O z w Q r) L -I I 0 n, I x EPr > J Q O 1� 1 IY I o m In U J W O w cn rZ fA f9 � {fl w X � I I I I � II J LLI Q J z Y O O Q N F Grid Spacing Z Lv U a z � Q w >_ ILL Iz -L m U N z In 0 a � I �- J 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 z i i i i i O i i i i i U i i i Z O X ~ Q O Ln Z Q Li O z w Q r) L -I I 0 Motif A 48'-011 n T H- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 -p11 9 Typ _ O I I I I I I I I I I I I I I I I Grid Spacing I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �I i I I I I I I I I I I I I I I I I I I I I I I I I I + I I + I I I I I I I -� I 1 1 I I I I I I I I I I I I I I I I + I I I I I I I I c .0 a 7U .L O FTI w ------1---------�--- - --- - C Insertion Point 3 + I I 1 I D ---------------------- ------------ - - -- ---- ------------- - - -- -- - - - - --- - - - - -- I I I I I+ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------'-----' ----' ' - - -- '-----I-----17 -7q_1 ----' ---- 1-----1-----' ----' ----' F Fluted F i n Insertion Point 2 Texture, Typ TYPICAL MOTIF A ELEVATION. 3/611 II=1 /-p11 Motif B 48 /- 011 0) aC: � •U 3,-p11 Typ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 �, a y I i = V) O Grid Spacing ,� 7C) I I I I I I I M °L I I I I I I I 0 I I I I I I I I I I I I I I I I ---1-----1-----� ---- -----I- ---- -I ---- -I ---- -I-- A Insert•on I I I I I I Point 3 I I I I I I I I I I I I I I I I I I I B I I I I I I I I I I I I I I I I I I I I I I I I - - --I ----- I I + I I I I I -- - - - -- C I + I I I I I I + I I I + I I I I I I I I I I I I D I I I I I I I I I I I I I I IIIII IIII IIII IIIIII IIIIII IIIIII IIIIII IIIIII II IIIIII IIIIII IIIII IIIIII JIIII E 1-----L---- J-----1-----L----L----1----J-----1-----L----L----1---- I I I I I I 1 IIII I I I I -------- F Insertion Point 2 Fluted Fin J Insertion Point 1 Texture, Typ TYPICAL MOTIF B ELEVATION 3/611=1 /-p11 NOTE: Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 368 624 k4Dl ' 02/01/12 R GIS ERED CIVIL ENGINEER DATE �?o 011 A Z', PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makle z LLJ No. C66397 M Exp. s� CIVIL P 1 qTF OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1. Fluted F i n Texture not shown for clarity. LEGEND 1 0 + - Indicates Vertical Grid Line - Indicates HorizontaI Grid Line - Indicates 3" raised relief I EPr > J Q 1� 1 IY I o m Z U J W O cn rZ fA f9 � {fl LL X � I I I I � II U II E O N F Grid Spacing Z Lv nL a Uj m Q >_ -L U N In 0 d � I Motif A 48'-011 n T H- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 -p11 9 Typ _ O I I I I I I I I I I I I I I I I Grid Spacing I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �I i I I I I I I I I I I I I I I I I I I I I I I I I I + I I + I I I I I I I -� I 1 1 I I I I I I I I I I I I I I I I + I I I I I I I I c .0 a 7U .L O FTI w ------1---------�--- - --- - C Insertion Point 3 + I I 1 I D ---------------------- ------------ - - -- ---- ------------- - - -- -- - - - - --- - - - - -- I I I I I+ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------'-----' ----' ' - - -- '-----I-----17 -7q_1 ----' ---- 1-----1-----' ----' ----' F Fluted F i n Insertion Point 2 Texture, Typ TYPICAL MOTIF A ELEVATION. 3/611 II=1 /-p11 Motif B 48 /- 011 0) aC: � •U 3,-p11 Typ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 �, a y I i = V) O Grid Spacing ,� 7C) I I I I I I I M °L I I I I I I I 0 I I I I I I I I I I I I I I I I ---1-----1-----� ---- -----I- ---- -I ---- -I ---- -I-- A Insert•on I I I I I I Point 3 I I I I I I I I I I I I I I I I I I I B I I I I I I I I I I I I I I I I I I I I I I I I - - --I ----- I I + I I I I I -- - - - -- C I + I I I I I I + I I I + I I I I I I I I I I I I D I I I I I I I I I I I I I I IIIII IIII IIII IIIIII IIIIII IIIIII IIIIII IIIIII II IIIIII IIIIII IIIII IIIIII JIIII E 1-----L---- J-----1-----L----L----1----J-----1-----L----L----1---- I I I I I I 1 IIII I I I I -------- F Insertion Point 2 Fluted Fin J Insertion Point 1 Texture, Typ TYPICAL MOTIF B ELEVATION 3/611=1 /-p11 NOTE: Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 368 624 k4Dl ' 02/01/12 R GIS ERED CIVIL ENGINEER DATE �?o 011 A Z', PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makle z LLJ No. C66397 M Exp. s� CIVIL P 1 qTF OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1. Fluted F i n Texture not shown for clarity. LEGEND 1 0 + - Indicates Vertical Grid Line - Indicates HorizontaI Grid Line - Indicates 3" raised relief CUSTOM A ELEVATION 3/611=1 /-p11 BORDER LAST REVISED 7/2/2010 USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES Fluted Fin Texture, Typ 0 1 2 3 I i I i I i I Insertion Point 4 UNIT 2232 Match groove I i nes to Abutment RETAINING WALL 688 ARCHITECTURAL DETAILS NO. 2 R-20 PROJECT NUMBER & PHASE 0800000744 W W 1:5 C) Q� o� D p ww O J J 0- 1Z w w ­­ g Q o � O o w> O a O J O Custom A I I I I I I 1 1 2 '-1011 I I I I F Grid Spacing � I �- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 O i i i i i i i i i i i i i i i i i i -� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -__--- _T___r i- � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _-_-1--- M °L + I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I\ 1 I\ + 1 I I __-----I- A - -- I I I I I I I I I I I I -------1-----1-----r----t----7---------I-----r--------rt---------I-----r----r----rt---- I I I I I I I I I I I I I I I I I I I I I I ------ -----1-----I-----r----t---------I-----I-----r----t----4-----I----------r----�----rt----I-----I-----r---- I + I I I I I I I I I I I I I I I Ir I II I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \ 1 1 i I \ 1 + I I -�-- B - - I I I I I I I I I I ---------------------+---- ---------I-----H----f----+----��----I----- I I I I ----1-----+I----�-----I-----I----- I II I I I I I I - - I I I I I I�---4-- - -----I-- -- ----+-±-�--------- I I I I I $I - ----4---- -----I-- -H---- --- + I I I I I I I I I I I I I + I I - I I I I I I I I + I I 1 I I +1 I I + I I 1 I I \ 1 I + \ + I I I I I I I I I I I I I I I I I+ I I I I I I I I I I I I I I I I I + \ ► I __+----_,--- - I I I I I I I I I + I + I I I+ I I + I I + I I I I + I I I C ` ► I I + + I I I+ I I I I +I I I I I I I I `\ + D ------------ --------------------1----1---- I ---- I ----- L-- ---- ------J - + -------- ---I+ ----j-----1-----1- --1 --- +1-- ---------- -- - I -- I-----I-----I-----L----1 + - + ----1--- -1-----L---+ I -- -1-----\ \ _� __-_-� --- I I I I + I I I I I I + I I I I I I I I + I I + I I I I I I I I I I I I I I + I I I 1 I I\--� \\ 1 ; + ; 1 I I I I I I + I I I + I + I I + I II I I I I I I I I I I I I I I I I I I \ \ \ +J -_-- EI ------- I + I I I I I+ I I +I I + I +---- I I I II I I� I I I I I I I I I \ ;+ I I + + I + + I I I I I I I + I +\ +\ --, L--� -----I L ---- I CUSTOM A ELEVATION 3/611=1 /-p11 BORDER LAST REVISED 7/2/2010 USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES Fluted Fin Texture, Typ 0 1 2 3 I i I i I i I Insertion Point 4 UNIT 2232 Match groove I i nes to Abutment RETAINING WALL 688 ARCHITECTURAL DETAILS NO. 2 R-20 PROJECT NUMBER & PHASE 0800000744 W W 1:5 C) Q� o� D p ww O J J 0- 1Z w w ­­ g Q o � O o w> O a O J O 0 �4 w m �o aw �z w U� U J Cn w <111 = U r-) U S SECTION A—A Y2 =1 _0.. 1/4" chamfer, Typ Typical for acute corners DETAIL 1- 1 RW LOI Wa Reinf SECTION B—B- '/2 ..=1 ,_0.. %4" chamfer, Typ DETAIL 2 1 1/2 ..=1 ,_0.. L• � U SECTION C—C Y2 =1 ,_0.. LEGEND + - Indicates 3" raised relief K10TCCe a) 1 . Unless noted otherwise, slope perpendicuIar a) surfaces of architectural treatment 100 max L to facilitate form I i ner removal. r) 0 2. Permissible location of weekend plane and expansion joints. BORDER LAST REVISED 7/2/2010 USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES 3. Stain on back face of wall shall extend to bottom of gutter. Do not stain gutter. 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 369 624 k4Dl � 4 02/01/12 R GIS ERED CIVIL ENGINEER DATE ��?OVE�SSIO/� THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS RL AN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makle z No. C66397 PLANS APPROVAL DATEcc Exp. s� CIVIL P qTF CF CALIF 1 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 C Fluted Fin valley, Note 2 N SAMPLE FLUTED FIN TEXTURE ELEVATION 3" = 1 '-0" r�1 Wall Reinf 1 I/2 9 Typ ----- ----- ----- ----- -- ---- 4" I RW LOL 1 Y211Typ C F I uted Fin valley, Note 2 SECTION D—D 3" = 1 -0" W W �1:5 Q� o� D p W W 0 0 J J 0- 0 - RETAINING WALL 688 ARCHITECTURAL DETAILS NO. 3''0O 0 R-21 00 PROJECT NUMBER & PHASE 0800000744 n, x EPr > J Q 0 W r�- C) m V) > U J W O w () 0- fA f9 W {fl n x � � J J Q z Y O o a Z w U a z � Q w >_ LL ac �L m U N z N 0 a J z 0 U S SECTION A—A Y2 =1 _0.. 1/4" chamfer, Typ Typical for acute corners DETAIL 1- 1 RW LOI Wa Reinf SECTION B—B- '/2 ..=1 ,_0.. %4" chamfer, Typ DETAIL 2 1 1/2 ..=1 ,_0.. L• � U SECTION C—C Y2 =1 ,_0.. LEGEND + - Indicates 3" raised relief K10TCCe a) 1 . Unless noted otherwise, slope perpendicuIar a) surfaces of architectural treatment 100 max L to facilitate form I i ner removal. r) 0 2. Permissible location of weekend plane and expansion joints. BORDER LAST REVISED 7/2/2010 USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES 3. Stain on back face of wall shall extend to bottom of gutter. Do not stain gutter. 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 369 624 k4Dl � 4 02/01/12 R GIS ERED CIVIL ENGINEER DATE ��?OVE�SSIO/� THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS RL AN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makle z No. C66397 PLANS APPROVAL DATEcc Exp. s� CIVIL P qTF CF CALIF 1 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 C Fluted Fin valley, Note 2 N SAMPLE FLUTED FIN TEXTURE ELEVATION 3" = 1 '-0" r�1 Wall Reinf 1 I/2 9 Typ ----- ----- ----- ----- -- ---- 4" I RW LOL 1 Y211Typ C F I uted Fin valley, Note 2 SECTION D—D 3" = 1 -0" W W �1:5 Q� o� D p W W 0 0 J J 0- 0 - RETAINING WALL 688 ARCHITECTURAL DETAILS NO. 3''0O 0 R-21 00 PROJECT NUMBER & PHASE 0800000744 EPr > J Q W r�- C) m ~ Z U J W O () 0- fA f9 W {fl LL x � � U �� E O Z w nL a UJ m Q >_ �L U N N 0 d S SECTION A—A Y2 =1 _0.. 1/4" chamfer, Typ Typical for acute corners DETAIL 1- 1 RW LOI Wa Reinf SECTION B—B- '/2 ..=1 ,_0.. %4" chamfer, Typ DETAIL 2 1 1/2 ..=1 ,_0.. L• � U SECTION C—C Y2 =1 ,_0.. LEGEND + - Indicates 3" raised relief K10TCCe a) 1 . Unless noted otherwise, slope perpendicuIar a) surfaces of architectural treatment 100 max L to facilitate form I i ner removal. r) 0 2. Permissible location of weekend plane and expansion joints. BORDER LAST REVISED 7/2/2010 USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES 3. Stain on back face of wall shall extend to bottom of gutter. Do not stain gutter. 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 369 624 k4Dl � 4 02/01/12 R GIS ERED CIVIL ENGINEER DATE ��?OVE�SSIO/� THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS RL AN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makle z No. C66397 PLANS APPROVAL DATEcc Exp. s� CIVIL P qTF CF CALIF 1 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 C Fluted Fin valley, Note 2 N SAMPLE FLUTED FIN TEXTURE ELEVATION 3" = 1 '-0" r�1 Wall Reinf 1 I/2 9 Typ ----- ----- ----- ----- -- ---- 4" I RW LOL 1 Y211Typ C F I uted Fin valley, Note 2 SECTION D—D 3" = 1 -0" W W �1:5 Q� o� D p W W 0 0 J J 0- 0 - RETAINING WALL 688 ARCHITECTURAL DETAILS NO. 3''0O 0 R-21 00 PROJECT NUMBER & PHASE 0800000744 0 0 X CC O w r Cn J Q z 0 U z LL z Q J U� z 0 U i f» > _ Q w n- m �--� a z rr- U J W O N a- V_ H} fA ff} X � � U E " z w ii L Q J j ~ H - CU �L N N 0 IL 0 w U w U w Q w m See Note 1 See Note 2 Finished arade Backface of Retaining Wa Deta i I "A" Geocompos i to Drain Detai I "B" WALL SECTION Filter Fabris wrap around DETAIL "A" BORDER LAST REVISED 7/2/2010 4" 0 drain 3" Uns I otted Plastic Pipe 3" mina SECTION A—A 10 mil Polyethylene sheet Bond 6" to wa Cut hole for 3" pipe — Cap-typ. See Note 2 3" S I otted Plastic Pipe. See Note 2 Tee Connection Bond to Geocomposite A Drain E Leve I or s I oped toward wa Cement Treated Permeable Base DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale ALTERNATIVE TO BRIDGE DETAIL USERNAME=>$USER DGN FILE => $REQUEST RELATIVE BORDER SCALE IS IN INCHES NOTES 1. 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls)° For wa I I s adjacent to s i dewa I Ks or curbs, provide 4" plastic pipe under sidewalk to discharge through curb face Exposed wall drains shall be located 3"t above finished grade. 2. Geocompos i to drain, cement treated permeable base, and 3" 0 slotted plastis pipe continuous behind retaining wa I I o Cap ends of pipe. ProvIde "Tee" connection at each 4' 0 drain. 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 370 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 �o Brett Makley z Ld No. C66397 M Exp. s� CIVIL P 9TF OF CAL 1F ti SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RETAINING WALL 688 DRAINAGE DETAILS R-22 PROJECT NUMBER & PHASE 0800000744 ww o � 0 0 w w 0 0 J J 0- 0- W W a o � NO O wL O Qo J O M R w J LL w w om w m Q� o �z w U U J U/ W Qw = U r-) U 0 F �0'- 8" Cherry Avenue OC 10+00 11+00 1 2+00 13+00 14+00 15+00 16+00 PLAN SYMBOLS x 0 V) > —Section Ident i f !cation w �' STANDARD PLAN SHEET NO. J w a J z � DETAIL NO. U Z, � w LL rr m z Q w cn z 0 U o Begin Wall Sta 10+00.00 ''RW690W'' LOL= Sta 687+50000 "R3" Line 0 13.77 Lt +C 1C+007t X688+00 Q BC Sta 685+28094 w "R3" Line 0 >� Q ° wn- m a z U __j w U) a- V_ fA fA {f} x � U E " ^ z° - W F— L a i- ._ V 0 L N N 0 IL BORDER LAST REVISED 7/2/2010 "R3'' Line USERNAME=>$USER DGN FILE => $REQUEST DEVELOPED MIRROR ELEVATION - 1 1 1=30'-O" CURVE DATA No. R 0 T L 10 4935.00 000 15'36 11 1 1 .20 22.40 O2 4608.96 000 33'20" 22.35 44.69 30 12754065 01°57'20" 217.69 435.35 EC Sta 14+45087 ''RW690W'' LOL= Sta 691+95.96 "R3" Line 27.04 Lt BC Sta 14+23.47 ''RW690W'' LOL= Sta 691+73.57 "R3" Line _ 26.51 Lam_ ''RW690W'' LOL PLAN 1 1 1 =30/-011 RELATIVE BORDER SCALE IS IN INCHES INDEX TO RETAINING WALL PLANS SHEET NO. R-23 R-24 R-25 R-26 R-27 R-28 R-29 R-30 R-31 R-32 TITLE GENERAL PLAN RETAINING WALL PLAN NO. 1 RETAINING WALL PLAN NO. 2 RETAINING WALL PLAN NO. 3 RETAINING WALL PLAN NO. 4 ARCHITECTURAL DETAILS NO. 1 ARCHITECTURAL DETAILS NO. 2 ARCHITECTURAL DETAILS NO. 3 ARCHITECTURAL DETAILS NO. 4 DRAINAGE DETAILS End Wa I I = EC Sta 16+30062 ''RW690W'' LOL= Sta 693+80048 rr'R3 L i ne 34049 Lt 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 371 624 k4D �� �:�z 02/01/12 R GIS ERED CIVIL ENGINEER DATE QR(FE SSI0N� 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 ''RW690W'' LOL Top of - RW LOL Wa II I Brett Makley z L No. C66397 -DE Exp. s� CIVIL P 9TF �F CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 Cable Railing B11-47 For Arad i ng, ��j see G -SHEETS" FG r Arch i tectura treatment Reta i n i ng wa I I (B3-9 gutter _ Weep hole and U) c Concrete Barrier pervious r-3 L . Type 60D, see backf i 0 U) "ROAD PLANS'' 3-1 > a� C Retaining WclI FG Type 1 (B3-1 r (`horr\i A\io TYPICAL SECTION I/411=1 ,-oil 0 + 0 RETAINING WALL 690W GENERAL PLAN R-23 PROJECT NUMBER & PHASE 0800000744 ww o � 00 wW 0 0 J J a- 0- W W � g Q o � 0 0 �o 'o w �O Qo J O 0 r_1 m /W V / H\ti Wy/ LL rr w J J LL x � 0 w r Cn J Q z 0 U z LL z a J U� z 0 U z O x Q F— O V) z Q O H- z w Q r W I >J Q wn- m a z rr- U J W O N a- V_ H} fA ff} x � � U E" O U °' w ii L 0 _< Q I > ~ I— a •- C U L N N 0 IL 2 H -I w H w n M� W 0 w U w U V%_ V I \\J/"\ V I L /"\I V.J I Datum E I ev 1000.00 10+00 11+00 DEVELOPED MIRROR ELEVATION g =1 -0 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 372 624 l ' 02/01 /1 2 R GIS ERED CIVIL ENGINEER DATE QR0FESS101V4 09/08/11 PLANS APPROVAL DATE THE STATE OF CAL IFOR/VIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2' -oil Typ �o Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 0 w LIMITS OF PAYMENT FOR EARTHWORK J Q NTS Note: Earthwork I i m i is in addition to A62B m r)IA/ t -.1- ° - T. , 1030 �C 0 BORDER LAST REVISED 7/2/2010 PLAN- ON I/811=1 ,_oil USERNAME => $USER RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 LEGEND Structure Excavation (Retaining Wall) Structure Backf i (Retaining Wa11) RETAINING WALL 690W RETAINING WALL PLAN NO. 1 R-24 PROJECT NUMBER & PHASE 0800000744 w w Q o � 00 ww 0 0 J J 0- a - W W a o � No o wL O Qo J O 0 .. n n, ^ I I n n, ^ I I BORDER LAST REVISED 7/2/2010 � OGG I\VHV I LHIVJ I Datum E I ev 1000000 � I 12+00 DEVELOPED MIRROR ELEVATION Y8 11=1 -0 11 13+00 USERNAME=>$USER DGN FILE => $REQUEST PLAN I/811=1 ,_011 RELATIVE BORDER SCALE IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 373 624 r?.-, , 4,D l ' 4 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSIONq 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 L Brett Makle z Ld No. C66397 � Exp. � s� CIVIL P 1 qTF OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 W W �-- 1:5 Q� o� D p W W 0 0 J J W 0- W W Q o � RETAINING WALL 690W RO RETAINING WALL PLAN NO. 2��0l O R -25U) < 0 1 0 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 I i I i I i I n, x EPr > J Q 0 W tz C) m V) u J W O III (f) (L fA f9 IL {fl n x � � J W Q J z Y O 0 a Z w U a z � Q w >_ LL rlr �L m U N z N 0 Q J un z 0 U .. n n, ^ I I n n, ^ I I BORDER LAST REVISED 7/2/2010 � OGG I\VHV I LHIVJ I Datum E I ev 1000000 � I 12+00 DEVELOPED MIRROR ELEVATION Y8 11=1 -0 11 13+00 USERNAME=>$USER DGN FILE => $REQUEST PLAN I/811=1 ,_011 RELATIVE BORDER SCALE IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 373 624 r?.-, , 4,D l ' 4 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSIONq 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 L Brett Makle z Ld No. C66397 � Exp. � s� CIVIL P 1 qTF OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 W W �-- 1:5 Q� o� D p W W 0 0 J J W 0- W W Q o � RETAINING WALL 690W RO RETAINING WALL PLAN NO. 2��0l O R -25U) < 0 1 0 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 I i I i I i I EPr > J Q W tz C) m ~ Z u J W O (f) (L fA f9 IL {fl LL x � � U �� E O Z w nL a ui a) Q >_ �L U N N 0 d .. n n, ^ I I n n, ^ I I BORDER LAST REVISED 7/2/2010 � OGG I\VHV I LHIVJ I Datum E I ev 1000000 � I 12+00 DEVELOPED MIRROR ELEVATION Y8 11=1 -0 11 13+00 USERNAME=>$USER DGN FILE => $REQUEST PLAN I/811=1 ,_011 RELATIVE BORDER SCALE IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 373 624 r?.-, , 4,D l ' 4 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSIONq 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 L Brett Makle z Ld No. C66397 � Exp. � s� CIVIL P 1 qTF OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 W W �-- 1:5 Q� o� D p W W 0 0 J J W 0- W W Q o � RETAINING WALL 690W RO RETAINING WALL PLAN NO. 2��0l O R -25U) < 0 1 0 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 I i I i I i I 0 r_1 rr w J J w om w �o Qw Jz U� J (n Q W U r-) X a-, O w cn J Q z 0 U z z a J U� z 0 U i >J Q o cc) z Q z rr- U J W O V)a-� x � � U E " z w ii L Q J j ~ H - CU �L N N 0 IL 2 w w n m 0 w U w U .. n n/ SII r-% A/ ^ I I r-� A/ SII BORDER LAST REVISED 7/2/2010 0 0 O Datum E I ev 1000.00 ' rI 14+00 DEVELOPED MIRROR ELEVATION 8 =1 -0 EC Sta 14+45.87 N c U 4- U a D USERNAME=>$USER DGN FILE => $REQUEST PLAN - 11 ,-0.. RELATIVE BORDER SCALE IS IN INCHES CURVE DATA No. R 0 T L 10 4935.00 00()15/36 1 1 1 1 .20 22.40 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 374 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 ww o � 00 w w 0 0 J J ww a o � RETAINING WALL 690W o0 RETAINING WALL PLAN NO. 3wo O R-26 <0 J0 PROJECT NUMBER & PHASE 0800000744 0 r_1 I'r W J J LL X W O w cn J Q z 0 U z z a J z 0 U > - Q w n- m �--� a z U J W O N a- a- V_ H} fA ff} X � � U E " o z °' w ii L a J; MILES TAL 92'-8" Limits of payment Dist COUNTY ROUTE TOTAL PROJECT SHEET o. SHE EAS for Architectural Chery Avenue OC 538'-0" Limits of payment for Architectural Treatment (Type C) and Prepare and Stain Concrete Treatment T e BNo. 08 SBd 10 12.3/14.1 376 624 (Measured along ''RW690W" LOL) (Measured along Bridge No. 54-0543 RW690W LOL) l ' Approx OG along End Wa I I 02101112 S S 1 GIS ERED CIVIL ENGINEER DATE e °IVq Begin Wall RW690W'' LOL ��`=�__= R Match �� X Top of A-;-:�1-14511441i groove I i nes Brett Makley f Wa I I 'z___ ------ --- -- --- -- ----- - to Abutment 09/08/11 w No. C66397 m --- ---- PLANS APPROVAL DATE cr_ Datum -- -------------------- ------------- ------------------- ------------- -------------------- ------------- ------ ------------- -------------------- ------ - G - ------ ------------ ______ R AGENTS SHALL NOT BE RESPONSIBLE FORsEXPCIVIL zy _ ___ ____ ___ __ __ ___ __ _____ ____ ____ ___ ________ THE STATE OF CALIFORNIA OR ITS OFFICERS 0 E I e v 1 010.00 - - - - - - THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CAL IFO��tiP COPIES OF THIS PLAN SHEET 10+00 1 1+00 12+00 13+00 FG 14+00 15+00 16+00 T.Y. LIN INTERNATIONAL SANBAG 3550 VINE STREET, SUITE 120 1 1 70 W 3RD STREET o SAN BERNARDINO, CA 92410 > w RIVERSIDE, CA 92507 m c.n H ARCHITECTURAL TREATMENT KEYMAP-DEVELOPED ELEVATION (MIRRORED) 111 1 =30Q 0 NOTE: 1 o For ''Motif E I evat i ons'', see ''R-28" sheet X Abbreviated Motif B Motif A Motif B Motif A Motif B 34' -oil 48' -oil 48' -oil 48' -oil 48' -oil a' _ w Concrete Barrier Motif A& B Insertion Point 1 Fluted Fin Texture, Typ w Type 60D Abbreviated Motif B Motif A& B E I ev 1025.13 Insertion Point 1 Top of Insertion Point 1 Top reveal Elev 1025013 Wall Elev 1025013 --------------------------------------- -- ---- ---------------I o ------------- ----------- ----------- --------------------- , ----- - w m N Q o ------ ------------------------- - ----- ----- - -------------------- ---------------------- ---------------------- --------------------- ----------------- t Jz w , -�DC U� Qw = FG U U o U Datum E I ev 1010.00 1 10+00 11+00 1 2+00 Top r Motif B Motif A DEVELOPED ELEVATION (MIRRORED) 1 " =1 0'-0II Motif B Motif A \A --L! -C A O r) Motif B Concrete Barrier T\/pe 60D U U Datum E I ev 1010.00 12+00 13+00 14+00 DEVELOPED ELEVATION (MIRRORED) 1 "=1 0'-011 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 0 0 Ln N C- 4 - RETAINING 4 - RETAINING WALL 690W ARCHITECTURAL DETAILS NO. R-28 PROJECT NUMBER & PHASE 0800000744 w w Q o � 0 0 ww 0 0 J J ww a o � 1N� w �0 J 0 a-, i x > � Q 0 wn- m a z rr- U J W O w (n 0- w x � cn � J J Q z � O 0 Q �z�w U z � � w J;� i - w � �L m U N z N 0 a J (n z 0 U 10+00 11+00 1 2+00 Top r Motif B Motif A DEVELOPED ELEVATION (MIRRORED) 1 " =1 0'-0II Motif B Motif A \A --L! -C A O r) Motif B Concrete Barrier T\/pe 60D U U Datum E I ev 1010.00 12+00 13+00 14+00 DEVELOPED ELEVATION (MIRRORED) 1 "=1 0'-011 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 0 0 Ln N C- 4 - RETAINING 4 - RETAINING WALL 690W ARCHITECTURAL DETAILS NO. R-28 PROJECT NUMBER & PHASE 0800000744 w w Q o � 0 0 ww 0 0 J J ww a o � 1N� w �0 J 0 i > � Q ° wn- m a z rr- U J W O (n 0- V - x � � U �� E O �z�w L Q J;� i - �L U N N 0 IL 10+00 11+00 1 2+00 Top r Motif B Motif A DEVELOPED ELEVATION (MIRRORED) 1 " =1 0'-0II Motif B Motif A \A --L! -C A O r) Motif B Concrete Barrier T\/pe 60D U U Datum E I ev 1010.00 12+00 13+00 14+00 DEVELOPED ELEVATION (MIRRORED) 1 "=1 0'-011 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 0 0 Ln N C- 4 - RETAINING 4 - RETAINING WALL 690W ARCHITECTURAL DETAILS NO. R-28 PROJECT NUMBER & PHASE 0800000744 w w Q o � 0 0 ww 0 0 J J ww a o � 1N� w �0 J 0 0 0 a' _ w J J LL W w n Qm i w m Q Q �z w U� U J U) w Q W = U Q U Motif B Motif C Motif A 24,-0" 48,-0" (A�� Mot i f C Mot i f A& B Insertion Insertion Point 2 Top of Point 2 Top reveal E I ev 1 031 .13 Wa E l ev 1 031 01 3 � Motif B 48'-0" C Custom A 92'- 8" Custom A Insertion Point 3 Elve 1038.81 -\ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 377 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Chery Avenue OC Bridge No. 54-0543 --------------------- - - - - --- - - - - - - - - - - ------- t - - - -- - - -- - - - I -- -----�- I - - - - ------------I�---------------------1----------------- r - - - - - - - - - - - - - - - - - - - - - I - - - - - -- Datum E I ev 1 01 0.00 DETAIL 2 15+00 Concrete Barrier Type 60D DEVELOPED ELEVATION (MIRRORED) 1 "=1 0'-0" C FG 16+00 ntnTc C Match groove lines to Abutment �o Brett Makley z Ld No. C66397 M Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1 . For ''MOTIF ELEVATION'', see ''R-28" sheet. 2. For ''SECTION A—A", ''SECTION B -B" and ''SECTION C -C'', see ''R-29" sheet. 3. For ''DETAIL 2'', see ''R-29" sheet. ww �-- :5i o � 0 0 w w 0 0 J J a- a - W W a o � RETAINING WALL 690W RO ARCHITECTURAL DETAILS NO. two p R-29 1 0 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE -> REQUEST IS IN INCHES I I I I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000744 a-, i X > � Q O w n- m �--� a z U J W O w (n a- H} fA a- ff} r X � Cn � J w Q J z � O o a �z�w U z � Q� w U L �L m N z N 0 a J U, z O U Motif B Motif C Motif A 24,-0" 48,-0" (A�� Mot i f C Mot i f A& B Insertion Insertion Point 2 Top of Point 2 Top reveal E I ev 1 031 .13 Wa E l ev 1 031 01 3 � Motif B 48'-0" C Custom A 92'- 8" Custom A Insertion Point 3 Elve 1038.81 -\ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 377 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Chery Avenue OC Bridge No. 54-0543 --------------------- - - - - --- - - - - - - - - - - ------- t - - - -- - - -- - - - I -- -----�- I - - - - ------------I�---------------------1----------------- r - - - - - - - - - - - - - - - - - - - - - I - - - - - -- Datum E I ev 1 01 0.00 DETAIL 2 15+00 Concrete Barrier Type 60D DEVELOPED ELEVATION (MIRRORED) 1 "=1 0'-0" C FG 16+00 ntnTc C Match groove lines to Abutment �o Brett Makley z Ld No. C66397 M Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1 . For ''MOTIF ELEVATION'', see ''R-28" sheet. 2. For ''SECTION A—A", ''SECTION B -B" and ''SECTION C -C'', see ''R-29" sheet. 3. For ''DETAIL 2'', see ''R-29" sheet. ww �-- :5i o � 0 0 w w 0 0 J J a- a - W W a o � RETAINING WALL 690W RO ARCHITECTURAL DETAILS NO. two p R-29 1 0 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE -> REQUEST IS IN INCHES I I I I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000744 i > � Q w n- m �--� a z U J W O (n a- H} fA a- ff} t J- X � � U �� E O �z�w L Ld>�� Q� U �L N N 0 IL Motif B Motif C Motif A 24,-0" 48,-0" (A�� Mot i f C Mot i f A& B Insertion Insertion Point 2 Top of Point 2 Top reveal E I ev 1 031 .13 Wa E l ev 1 031 01 3 � Motif B 48'-0" C Custom A 92'- 8" Custom A Insertion Point 3 Elve 1038.81 -\ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 377 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Chery Avenue OC Bridge No. 54-0543 --------------------- - - - - --- - - - - - - - - - - ------- t - - - -- - - -- - - - I -- -----�- I - - - - ------------I�---------------------1----------------- r - - - - - - - - - - - - - - - - - - - - - I - - - - - -- Datum E I ev 1 01 0.00 DETAIL 2 15+00 Concrete Barrier Type 60D DEVELOPED ELEVATION (MIRRORED) 1 "=1 0'-0" C FG 16+00 ntnTc C Match groove lines to Abutment �o Brett Makley z Ld No. C66397 M Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1 . For ''MOTIF ELEVATION'', see ''R-28" sheet. 2. For ''SECTION A—A", ''SECTION B -B" and ''SECTION C -C'', see ''R-29" sheet. 3. For ''DETAIL 2'', see ''R-29" sheet. ww �-- :5i o � 0 0 w w 0 0 J J a- a - W W a o � RETAINING WALL 690W RO ARCHITECTURAL DETAILS NO. two p R-29 1 0 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE -> REQUEST IS IN INCHES I I I I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000744 0 �4 w J ~ J V) w � w w I om w m Q� o �z w U U J Cn w aw = Uo U fPr � I x EPr > J Q 0 W nr I o m ~ Z � Mot if B�' k& /y� U J W O w cn rZ fA f9 � {fl I R GIS ERED CIVIL ENGINEER DATE o x � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Cn 0 Brett Makle z � II J w Grid Spacing I I I I I I I I I Q J PLANS APPROVAL DATE X z Y O o Q N A OR AGENTS SHALL NOT BE RESPONSIBLE FOR 1P THE ACCURACY OR COMPLETENESS OF SCANNED F Z o� w OF CAL IF�� U a z � - � w >_ IL T.Y. LIN INTERNATIONAL SANBAG �L CID 3550 VINE STREET, SUITE 120 1 170 W 3RD STREET U N z SAN BERNARDINO, CA 9241 0 RIVERSIDE, CA 92507 N 0 Q I I I I I I I I I I + I I + I I I I I ----'-- +--'----- D J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E z F 0 U fPr fF} I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS EPr > J Q 108 SBd 10 12.3/14.1 378 624 W nr I o m ~ Z � Mot if B�' k& /y� U J W O l ' 02/01/12 OVEss QR 10Nq� cn rZ fA f9 � {fl LL _ R GIS ERED CIVIL ENGINEER DATE o x � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Cn 0 Brett Makle z � II U 0yp 397-0II9 o. mm Grid Spacing I I I I I I I I I II IZ PLANS APPROVAL DATE X E CD O Exp. THE STA TE OF CAL )'FORMA OR I TS OFFICERS CIVIL -- - - - + - - -------1---------r----+---------1-----I-----r----+-----4-----1-----1----- -- I I I I I I I IqT N A OR AGENTS SHALL NOT BE RESPONSIBLE FOR 1P THE ACCURACY OR COMPLETENESS OF SCANNED F Z o� w OF CAL IF�� nL a COPIES OF THIS PLAN SHEET Uj m - Q >_ T.Y. LIN INTERNATIONAL SANBAG �L 3550 VINE STREET, SUITE 120 1 170 W 3RD STREET U N C SAN BERNARDINO, CA 9241 0 RIVERSIDE, CA 92507 N 0 d Motif A 48 /- 011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0 il 3 -0 9 Typ I I I I I I I I I I I I I I I I I L Grid Spacing I I I I I I I I I CD ---- -------------'---------- ---- --------------'----- ---- ---------'-----'----- A I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ---r B - ---- -� I r T----1 --- -- -T---- -------�---- - U I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C I I+ I I I I I I I II I I I I I I I I I 1 + 1 1 1 1 + I I + I + I I I I D I I I I I I I I I + I I I I I+ I I I I I I I I I ----�---- - ---------------------J----------L----�-----J----- E I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ---- ---- 1 ----J-----1-----1----- ---- - ---- 1-----1-----'----- ---- ---------'-----'-- --------- F I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Fluted Fin Insertion point 1 & 2 Texture, Typ TYPICAL MOTIF A ELEVATION 3/611 11=1 /-o11 Custom A 92/-811 Insertion point 1& 2 Fluted Fin Texture, Typ TYPICAL MOTIF B ELEVATION 3/611_1 /-011 3/-0119 Typ a C Gr i d Spacing r� ~ II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 ;�; L_______ _-_________ O I I I I I I I I I I I I I I I L___ ------ I I I I I I I I I I I I I I I I M •- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �� � I I I I I I I I I I I I I I I I 14. A-----J-----1----1----J-----1-----L----L----1----J-----1-----1-----L----1----J---------------L----1----1-----I---- ' -- -------------- ---- --------J-----I--------L---- -- - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I g --------'-----1----- ---- ---------1-----1---- ---- ---- -----1-----'---- ---- ---- -----'-----1---- ---- ---- ---- -----1---- - ---- --- ----- ----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I + I ------ CI I I I I I I I I I I I I _______ ____r_____r -1 I r r T 1 I I r T 1 I I r T 7 I I r r 7 - 1 I FF r 71___ I I I I I I I I I I I I I I I I I I I I I I I I I I I + I I I I I I I I I I I I I + DI I I I I I I I I I I I I I -----------t----t----1-----I-----r----t----t----1-----I-----I-----t----t----1-----I-----I-----r----t----�-----I-----I-----r----t----fi----1----I----- - -----t---1-----I----------------- I I I I I I I I I I I I+ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I + I I+ I E+ -- --===-1---- ----I---- --- ---- -- ----------�---_ __-----1-----�----4-----+-----4---- --- -----�---- --- --+-1- ---4-- ---- ---- --I---- ---+- ---_-�----1=====-----1---- -�--- I-----1-----� �-----T----y-----1---- I I I I I I I I I +I I I I I I I+ I I I iI + I I I I + 1 I iii' ,• I I I I F-----------1----1----J-----1-----L----L----1--J-----1---- ---- ---1--- -- + -I- ---I - -------J-----I---- ----- -----1--+-J---------L-L----1----J-----I--- �yi---- '______- I I I I I I + I I + I I I I I ii I I I I I + I I I I I I I I I I I I I I I I + I + I +I I I I I I I iG G I I I I + I I I I I #I -- --------------------------------------- -------------- ----- - -- ---------------------- -------- -- --------------- -- -- -- ----------- I I I + I I I I I I + I I I I I I I I I I I I I I + I I I I I I I + ' 1 ' 1 ' I I 1 _ _ _ _ _ _ _ _ _ _ r _ _ _ _ _ _ _ _ _ _H I I I I I I I I I I I I I I I I I I I I I I --- I I I I I I I I I I I I I I I \ I I I I it I I I I I I I I I I I I - -- IT --- - t - - -- - - ----------t----y-----I-----I-----t--- t----y-----I----- I - - - - - r---- t----rt-----I-----I-----r----t----rt----y-----I-----r----t----*----y--- -I---- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I BORDER LAST REVISED 7/2/2010 Fluted Fin Texture, Typ USERNAME=>$USER DGN FILE => $REQUEST CUSTOM A ELEVATION 3/611=1 /-011 RELATIVE BORDER SCALE IS IN INCHES Insertion Point 3 Motif C 24 /-011 11 1 2 3 4 5 6 7 8 9 3 -0 , Typ I I I I I I I I I I I Grid Spacing Fluted Fin Texture, Typ Match groove lines to Abutment NOTE Insertion MOTIF C ELEVATION 3/611_1 /-011 ►:l 1111111111000 C ------- E F 1. Fluted Fin Texture not shown for clarity. LEGEND 1 0 - Indicates Vertical Grid Line - Indicates HorizontaI Grid Line - Indicates 3" thick "pop -out" w w Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 108 SBd 10 12.3/14.1 378 624 o � Mot if B�' k& /y� „ 48 -0 0- .�4,D :111,U l ' 02/01/12 OVEss QR 10Nq� p W R GIS ERED CIVIL ENGINEER DATE o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Cn 0 Brett Makle z / 3T J 0yp 397-0II9 o. mm Grid Spacing I I I I I I I I I M ° IZ PLANS APPROVAL DATE X 1 CD Exp. THE STA TE OF CAL )'FORMA OR I TS OFFICERS CIVIL -- - - - + - - -------1---------r----+---------1-----I-----r----+-----4-----1-----1----- -- I I I I I I I IqT - A OR AGENTS SHALL NOT BE RESPONSIBLE FOR 1P THE ACCURACY OR COMPLETENESS OF SCANNED F I I I I I I I I I I I I I I I o� OF CAL IF�� COPIES OF THIS PLAN SHEET I I I I I I I I I I I I -- --- ---- --1---- ---L-----1 J-----I-----L----L----1---------1-----1----- - - g T.Y. LIN INTERNATIONAL SANBAG 1 3550 VINE STREET, SUITE 120 1 170 W 3RD STREET ------------- J---------- ' ---------------------------------------------- :7 1' '' - - 1 1 1 II- - - - - - C SAN BERNARDINO, CA 9241 0 RIVERSIDE, CA 92507 + I I I I I I I I I I I I I I I I I I + I I + I I I I I ----'-- +--'----- D I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I F Insertion point 1& 2 Fluted Fin Texture, Typ TYPICAL MOTIF B ELEVATION 3/611_1 /-011 3/-0119 Typ a C Gr i d Spacing r� ~ II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 ;�; L_______ _-_________ O I I I I I I I I I I I I I I I L___ ------ I I I I I I I I I I I I I I I I M •- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �� � I I I I I I I I I I I I I I I I 14. A-----J-----1----1----J-----1-----L----L----1----J-----1-----1-----L----1----J---------------L----1----1-----I---- ' -- -------------- ---- --------J-----I--------L---- -- - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I g --------'-----1----- ---- ---------1-----1---- ---- ---- -----1-----'---- ---- ---- -----'-----1---- ---- ---- ---- -----1---- - ---- --- ----- ----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I + I ------ CI I I I I I I I I I I I I _______ ____r_____r -1 I r r T 1 I I r T 1 I I r T 7 I I r r 7 - 1 I FF r 71___ I I I I I I I I I I I I I I I I I I I I I I I I I I I + I I I I I I I I I I I I I + DI I I I I I I I I I I I I I -----------t----t----1-----I-----r----t----t----1-----I-----I-----t----t----1-----I-----I-----r----t----�-----I-----I-----r----t----fi----1----I----- - -----t---1-----I----------------- I I I I I I I I I I I I+ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I + I I+ I E+ -- --===-1---- ----I---- --- ---- -- ----------�---_ __-----1-----�----4-----+-----4---- --- -----�---- --- --+-1- ---4-- ---- ---- --I---- ---+- ---_-�----1=====-----1---- -�--- I-----1-----� �-----T----y-----1---- I I I I I I I I I +I I I I I I I+ I I I iI + I I I I + 1 I iii' ,• I I I I F-----------1----1----J-----1-----L----L----1--J-----1---- ---- ---1--- -- + -I- ---I - -------J-----I---- ----- -----1--+-J---------L-L----1----J-----I--- �yi---- '______- I I I I I I + I I + I I I I I ii I I I I I + I I I I I I I I I I I I I I I I + I + I +I I I I I I I iG G I I I I + I I I I I #I -- --------------------------------------- -------------- ----- - -- ---------------------- -------- -- --------------- -- -- -- ----------- I I I + I I I I I I + I I I I I I I I I I I I I I + I I I I I I I + ' 1 ' 1 ' I I 1 _ _ _ _ _ _ _ _ _ _ r _ _ _ _ _ _ _ _ _ _H I I I I I I I I I I I I I I I I I I I I I I --- I I I I I I I I I I I I I I I \ I I I I it I I I I I I I I I I I I - -- IT --- - t - - -- - - ----------t----y-----I-----I-----t--- t----y-----I----- I - - - - - r---- t----rt-----I-----I-----r----t----rt----y-----I-----r----t----*----y--- -I---- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I BORDER LAST REVISED 7/2/2010 Fluted Fin Texture, Typ USERNAME=>$USER DGN FILE => $REQUEST CUSTOM A ELEVATION 3/611=1 /-011 RELATIVE BORDER SCALE IS IN INCHES Insertion Point 3 Motif C 24 /-011 11 1 2 3 4 5 6 7 8 9 3 -0 , Typ I I I I I I I I I I I Grid Spacing Fluted Fin Texture, Typ Match groove lines to Abutment NOTE Insertion MOTIF C ELEVATION 3/611_1 /-011 ►:l 1111111111000 C ------- E F 1. Fluted Fin Texture not shown for clarity. LEGEND 1 0 - Indicates Vertical Grid Line - Indicates HorizontaI Grid Line - Indicates 3" thick "pop -out" RETAINING WALL 690W =0 :2 ARCHITECTURAL DETAILS NO. 3''0 0 R -30U) <0 1 0 ` 2 ' UNIT 2232 PROJECT NUMBER & PHASE 0800000749 w w o � k& II II D p W W 0 0 J J 0- IZ ww ­- :2 Q o� RETAINING WALL 690W =0 :2 ARCHITECTURAL DETAILS NO. 3''0 0 R -30U) <0 1 0 ` 2 ' UNIT 2232 PROJECT NUMBER & PHASE 0800000749 0 �4 w J � V) w w i om w m Q� o �z w U U J Cn w <111 = U r-) U SECTION A—A LEGEND + - Indicates 3" raised relief BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REQUEST L c 4- C E a a I 2 n Ie1 i /-\I L c 4- c Q) E c c y - c 4- -7 1 1 DETAIL 1 1 I/2 ..=1 ,_0.. ► LOL Wa Re i of Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 379 624 r?.-, 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSI�N4 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SECTION B—B_ % I I =1 /-011 NOTES: 1. Permissible location of weakened plane and expansion joints. 2. Unless noted otherwise, slope perpendicuIar surfaces of architectural treatment 100 max to facilitate form I i ner removal. 3. Stain on back face of wall shall extend to bottom of gutter. Do not paint gutter. RELATIVE BORDER SCALE IS IN INCHES Fi SECTION C—C 0 1 2 3 I i I i I i I UNIT 2232 Brett Makle z No. C66397cc z ��EXp. � s� CIVIL P 1 qTF OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1/4" chamfer, Typ Typical for acute corners DETAIL 2 1 =1 '-0" CL Fluted Fin valley, Note 1 CL X Q i W r�- m C) O V) U J W O () 0- W fA f9 {fl CC x III n � II U II E O J J Z Q nL a z Y UJ m o a >_ �L U N U N 0 d z � w LL a' m z a J U� z O U SECTION A—A LEGEND + - Indicates 3" raised relief BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REQUEST L c 4- C E a a I 2 n Ie1 i /-\I L c 4- c Q) E c c y - c 4- -7 1 1 DETAIL 1 1 I/2 ..=1 ,_0.. ► LOL Wa Re i of Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 379 624 r?.-, 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSI�N4 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SECTION B—B_ % I I =1 /-011 NOTES: 1. Permissible location of weakened plane and expansion joints. 2. Unless noted otherwise, slope perpendicuIar surfaces of architectural treatment 100 max to facilitate form I i ner removal. 3. Stain on back face of wall shall extend to bottom of gutter. Do not paint gutter. RELATIVE BORDER SCALE IS IN INCHES Fi SECTION C—C 0 1 2 3 I i I i I i I UNIT 2232 Brett Makle z No. C66397cc z ��EXp. � s� CIVIL P 1 qTF OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1/4" chamfer, Typ Typical for acute corners DETAIL 2 1 =1 '-0" CL Fluted Fin valley, Note 1 I EPr > J Q i W r�- m C) ~ Z U J W O () 0- W fA f9 {fl LL _ x � II U II E O Z w nL a UJ m Q >_ �L U N N 0 d SECTION A—A LEGEND + - Indicates 3" raised relief BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REQUEST L c 4- C E a a I 2 n Ie1 i /-\I L c 4- c Q) E c c y - c 4- -7 1 1 DETAIL 1 1 I/2 ..=1 ,_0.. ► LOL Wa Re i of Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 379 624 r?.-, 02/01/12 R GIS ERED CIVIL ENGINEER DATE QROFESSI�N4 09/08/11 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SECTION B—B_ % I I =1 /-011 NOTES: 1. Permissible location of weakened plane and expansion joints. 2. Unless noted otherwise, slope perpendicuIar surfaces of architectural treatment 100 max to facilitate form I i ner removal. 3. Stain on back face of wall shall extend to bottom of gutter. Do not paint gutter. RELATIVE BORDER SCALE IS IN INCHES Fi SECTION C—C 0 1 2 3 I i I i I i I UNIT 2232 Brett Makle z No. C66397cc z ��EXp. � s� CIVIL P 1 qTF OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1/4" chamfer, Typ Typical for acute corners DETAIL 2 1 =1 '-0" CL Fluted Fin valley, Note 1 N SAMPLE FLUTED FIN TEXTURE ELEVATION (MIRRORED) C Fluted 1 Y2" 9 Typ =N Fin va I ley, 4 Note 1 RW LOL ----- ----- ----- _ 1 1/2 9 Typ Wall Reinf SECTION D—D 3" = 1 '-0" RETAINING WALL 690W ARCHITECTURAL DETAILS NO. 4 R-31 PROJECT NUMBER & PHASE 0800000744 W W 1:5 C) Q� o� D p W W 0 0 J J 0- 0- W W Q o � O o w> O a O J O i i i N SAMPLE FLUTED FIN TEXTURE ELEVATION (MIRRORED) C Fluted 1 Y2" 9 Typ =N Fin va I ley, 4 Note 1 RW LOL ----- ----- ----- _ 1 1/2 9 Typ Wall Reinf SECTION D—D 3" = 1 '-0" RETAINING WALL 690W ARCHITECTURAL DETAILS NO. 4 R-31 PROJECT NUMBER & PHASE 0800000744 W W 1:5 C) Q� o� D p W W 0 0 J J 0- 0- W W Q o � O o w> O a O J O 0 0 w m �z w UU -i U) w Q W = U r-) U See Note 1 See Note 2 Finished arade Backface of Retaining Wa Deta i I "A" Geocompos i to Drain Deta i I "B" WALL SECTION 4" 0 drain 3" Uns I otted Plastic Pipe 10 mi F i I ter Fabric sheet wrap around DETAIL "A" Bond 6" to wa Cut hole for 3" pipe — 3" mina SECTION A -A Polyethylene Cap -typo See Note 2 3" Slotted Plastic Pipe. See Note 2 Tee Connection Bond to Geocompos i to A Drain o Level or sloped toward wa Cement Treated Permeable Base DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale A I ternat i ve to br i dge deta i (BO -3 3-1 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES mnTFq 1. 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls). For wa I Is adjacent to s i dewa I ks or curbs, provide 4" plastic pipe under sidewalk to discharge through curb face Exposed wa I I drains sha I I be located 3"± above f i n i shed grade 2. Geocompos i to drain, cement treated permeable base, and 3" 0 s I otted plastic pipe continuous behind retaining wa 11 0 Cap ends of pipe. Provide "Tee" connection at each 4' 0 drain. 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 380 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 RETAINING CC X Q DRAINAGE w n- m 0 a z U J W > N a- a- H} fA ff} V_ X w r ^ U Cn E J w ^ Z Q J z � wL o a �- �L VU N U N 0 IL z � w m z Q J U� z 0 U See Note 1 See Note 2 Finished arade Backface of Retaining Wa Deta i I "A" Geocompos i to Drain Deta i I "B" WALL SECTION 4" 0 drain 3" Uns I otted Plastic Pipe 10 mi F i I ter Fabric sheet wrap around DETAIL "A" Bond 6" to wa Cut hole for 3" pipe — 3" mina SECTION A -A Polyethylene Cap -typo See Note 2 3" Slotted Plastic Pipe. See Note 2 Tee Connection Bond to Geocompos i to A Drain o Level or sloped toward wa Cement Treated Permeable Base DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale A I ternat i ve to br i dge deta i (BO -3 3-1 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES mnTFq 1. 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls). For wa I Is adjacent to s i dewa I ks or curbs, provide 4" plastic pipe under sidewalk to discharge through curb face Exposed wa I I drains sha I I be located 3"± above f i n i shed grade 2. Geocompos i to drain, cement treated permeable base, and 3" 0 s I otted plastic pipe continuous behind retaining wa 11 0 Cap ends of pipe. Provide "Tee" connection at each 4' 0 drain. 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 380 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 RETAINING i > � Q DRAINAGE w n- m �--� a z U J W O N a- a- H} fA ff} V_ X � ^ U E ^ Z W wL Q� �- �L VU N N 0 IL See Note 1 See Note 2 Finished arade Backface of Retaining Wa Deta i I "A" Geocompos i to Drain Deta i I "B" WALL SECTION 4" 0 drain 3" Uns I otted Plastic Pipe 10 mi F i I ter Fabric sheet wrap around DETAIL "A" Bond 6" to wa Cut hole for 3" pipe — 3" mina SECTION A -A Polyethylene Cap -typo See Note 2 3" Slotted Plastic Pipe. See Note 2 Tee Connection Bond to Geocompos i to A Drain o Level or sloped toward wa Cement Treated Permeable Base DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale A I ternat i ve to br i dge deta i (BO -3 3-1 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES mnTFq 1. 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls). For wa I Is adjacent to s i dewa I ks or curbs, provide 4" plastic pipe under sidewalk to discharge through curb face Exposed wa I I drains sha I I be located 3"± above f i n i shed grade 2. Geocompos i to drain, cement treated permeable base, and 3" 0 s I otted plastic pipe continuous behind retaining wa 11 0 Cap ends of pipe. Provide "Tee" connection at each 4' 0 drain. 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 380 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 RETAINING DRAINAGE PROJECT NUMBER & PHASE �o Brett Makley z Ld No. C66397 M Exp. CIVIL P 9TF �F CAL 1F ti SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 WALL 690W DETAILS R-32 0800000744 ww o � ^ ^ 0 0 w w 0 0 J J 0- 0- W W a o � N O w O Qo J O 0 r_1 x a-, 0 W cn J Q z 0 U z z a J U� z 0 U I fA {f? f» > - Q w n- m �--� a z U J W O N a- a- V_ H} fA ff} x � � U I I E II O z °' w II L Q J j ~ H- C) �L N N 0 IL 2 W H W n m 0 w U w U Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 381 624 -k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 �o Brett Makley z Ld No. C66397 M Exp. 4. s� CIVIL P ti 9TF OF CAL IF��� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 BORDER LAST REVISED 7/2/2010 RETAINING WALL QUANTITIES R-33 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 DGN FILE => $REQUEST IS IN INCHES I I I I I I w w Q o � II II 0 0 w w 0 0 J J 0- 0- W W a o � z O o O O wL O Qo J O CONCRETE BARRIER AESTHETIC TREATMENT BAR Reinf STRUCTURAL STRUCTURE STRUCTURE STRUCTURE CHAIN MINOR ANTI - STEEL CONCRETE EXCAVATION BACKFILL BACKFILL (Slurry CABLE RAILING LINK RAILING TYPE TYPE CONCRETE (GUTTER) PERVIOUS BACKFILL PREPARE FRACTURED ARCHITECHTURAL ARCHITECHTURAL GRAFFITI COATING (Ret WALL) (Ret WALL) (Ret WALL) (Ret WALL) Cement) (TYPE 7) 26A AND RIB TREATMENT TREATMENT (Mod) 736A MATERIAL STAIN TEXTURE (TYPE B) (TYPE C) CONCRETE WALL STATION LIMITS No. LB CY CY CY CY LF LF LF LF CY CY SF SF SF SF SF 22 10+00.00 to 16+37.99 ''RW22'' LOL 659416 680 1 951 6 1,767 57 638 185 11 9250 59420 11 9250 33 10+00°00 to 15+92045 ''RW33'' LOL 509693 578 837 19473 593 318 10 153 89457 49697 690W 10+00°00 to 16+30062 ''RW690W'' LOL 229,309 19684 69330 49811 631 22 402 149333 29514 79696 688 10+00°00 to 15+48009 ''RW688'' LOL 46,527 532 29235 19401 548 19 143 79050 19323 29142 TOTAL 391 9945 39474 1 0991 8 99452 57 1 9179 593 318 638 126 883 41 9090 10 9 1 1 7 1,323 1 2,350 11 9250 BORDER LAST REVISED 7/2/2010 RETAINING WALL QUANTITIES R-33 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 DGN FILE => $REQUEST IS IN INCHES I I I I I I w w Q o � II II 0 0 w w 0 0 J J 0- 0- W W a o � z O o O O wL O Qo J O BENCHMARKS POST MILES No SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT SHEETS 08 SBd 10 12.3/14.1 382 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD- 88 ( NGS NAVD88) 402101112 Pt 1010 Z Q�OFESSIO� REGISTERED CIVIL ENGINEER DATE �o 4 N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 SET MAG NL & FLASH FOR AT S.PIRATHIVIRAJ z 09/08/11 No. C71662 M Pt . 5001 PLANS APPROVAL AL DATE N: 1846561 .879 E: 671 6362.1 30 Elevation: 1 025.534 Exp12/31 /13 The State of California or its officers or agents � . SETREBAR �W/"AECP LS 4430" PLUG 30' +/- SLY OF RAILS' A - 0 9 -1 1 2 sT CIVIL P shall not be respons ib /e for the accuracy or qTF � 100' + /- W L Y 0 F CHERRY Cherry Ave , , , , C Line �� F comp /e teness of scanned copies of this plan sheet. OF CALIo Pt. 5002 EJ-� 8 9 3 0 N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34 25 6 SANBAG SET REBAR W/'AECP LS 4430'' PLUG 30' +/- S'LY OF RAILS,4 1 1 70 W 3RD STREET 300' +/ E'LY OF CHERRY 1 2 3 SAN BERNARDINO, CA 92410 El RW 22 EARTH MECHANICS, INC. A-09-113 17660 NEWHOPE STREET, SUITE E NOTES: FOUNTAIN VALLEY CA 92708 (1) This LOTB sheet was prepared in accordance with the Caltrans Soil PLAN and Rock Logging, Classification and Presentation Manual ( June 2007) . I1 (2) 2.4 samples were taken using a California Modified Sampler. 1 " - 60' (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs falling a distance of 30'' was used to advance the drive sampler. (4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. +1050 J +1050 CD+ CD 0 +1040 O �, �C N +1040 __j . _Q "Cn A-09-112 + +1030 CCV '— J Q E I . +1030.00 ft ® +1030 A— 09 —113 4 Asphalt Concrete 6 Base SILTY SAND (SM): dense, o I i ve-brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation EI. +1022.00 ft EE 26 1 .4 1 , . O +1020 7 Asphalt I t concrete, 5 base Bulk 1 SILTY SAND (SM) : very dense, olive, moist, few fine GRAVEL, mostly 50/6 72.4 2 OM UW becomes very dense +1020 non coarse to fine SAND,little fines, nonplastic, weak cementation 15711.41 2 °OM m m 14- 17211.41 3 A, T OM c z 35T2—.473- OM UW Poorly graded SAND with SILT and GRAVEL (SP -SM): medium dense, olive- radry, little coarse to fine GRAVEL, mostly coarse to fine SAND, .&��@ +1010+1010 becomes loose, olive -gray, moist6% fine GRAVEL69% coarse to fine, +1010 , 0?ew nonplastic, fines weak cementation SAND, 25% fines, nonplastic, weak cementation z Q 10 1 .4 4_13--' OM SILTY SAND (SM): medium dense, olive -brown, moist few fine GRAVEL, , mostly coarse to fine SAND, I i tt I e fines, nonp I ash i c, weak cementation 29 1 .4 5 OM Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -gray, LU J 42 2.4 5 :: OM UW Poor I y graded SAND with GRAVEL SP medium i um dense, o I i ve-gray, dry, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonp I ast i c, weak cementation_+1000 +1000— wlittle coarse to fine GRAVEL, mostly coarse to fine SAND, trace 50/5 2.4 6 becomes very dense, no recovery fines, nonpIastic, weak cementation, with SANDY SILT layer 16311.41 6 ::.'OM becomes very dense, no SANDY SILT layer 6011.4 7 : OM becomes moist +990 150/6''12.41 7-4-t OM UW Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive- +990 ray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, ?ew 61 1 .4 8 OM SILTY SAND (SM): very dense, olive -gray, moist, few fine GRAVEL, f i nes, nonplastic, weak cementation Terminated at El. 990.5 ft mostly coarse to fine SAND, little fines, nonplastic, weak cementation Drilled on 10/22/20090 Hammer Energy Ratio (ERi=75/) 85 1 .4 9 ;` °OM Poorly graded SAND with GRAVEL SP very dense, olive- gray, dry, +980-- Groundwater not Encountered During Drilling little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonpIastic, weak cementation REF /3"l 2.4110 +980 REF/6 1 .4 11 OM +970—F-2-8-- 17,4112 : `OM CLAYEY SAND with GRAVEL SC dense, Olive, moist, little fine GRAVEL, +970 mostly coarse to fine SAND, little fines, low plasticity, weak cementation Terminated at El. 968.5 ft Drilled on 10/21/2009 +960 Hammer Energy Ratio (ERi=75%) +960 PROFILE Groundwater not Encountered During Drilling VERTICAL 1 " = 10' HORIZONTAL 1 " = 20' +950 +950 Stationing along "C" Line 21+00 22+00 23+00 24+00 25+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED FOR THE STATE OF CALIFORNIA S. Pirathiviraj BRIDGE NO. R - 3 4 DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 10/21/09 and 10/22/09 DEPARTMENT OF TRANSPORTATION 13.2 L 0 G OF T E S T BORINGS 1 OF 7 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 CU 08224 EA 468001 DISREGARD PRINTS BEARING EARLIER REVISION DATES � REVISION DATES SHEET OF 03/ 105?4110�117134/ it 02/01/12 34 40 FILE => $REQUEST w 0 LU 0 J a_ W LU Q EO 0 LU 0 a - LU a 0 CL w V) I in BENCHMARKS: Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD- 88 ( NGS NAVD88 ) Pt. 1010 Z N: 18464720883 E: 67165100983 Elevation: 10540523 SET MAG NL & FLASH FOR AT Pt. 5001 N: 1846561 .879 E: 671 6362 01 30 E I evat I on: 1025.534 SETREBAR �W/'AECP LS 4430'' PLUG 30' +/- SLY OF RAILS, 100' +/- W LY OF CHERRY Pt. 5002 N: 18465740454 E: 67167830325 Elevation: 10270134 SET REBAR W/'AECP LS 4430'' PLUG 30' +/- S'LY OF RAILS, 300' +/- E'LY OF CHERRY NOTES: (1 ) Th I s LOTB sheet was prepared i n accordance w I th the Ca I trans So I and Rock Logging, C I ass i f icat ion and Presentation Manual ( June 2007). (2) 204" samples were taken using a Cal ifornia Modified Sampler. (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs fa I I i ng a distance of 30'' was used to advance the drive sampler. (4) Conversion factor from 204" Modified California Ring Sampler blowcounts to Standard Penetration Test ( SPT) b l owcounts is 0.5. z 0 LU LU +1050 +1040 +1030 +1020 +1010 +1000 +990 •it +970 +950 R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE Cherry Ave RW 22 5 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 383 1 624 02101112 �oFESS10 REGISTERED CIVIL ENGINEER DATE �o e 41q<' S.PIRATHIVIRAJ - 09/08/11 No.—C71662 M PLANS APPROVAL DATE � The State of California or its officers or agents 4% Exp. 12/31/13 shall not be responsible for the accuracy or STa CIVIL �P " C " Line8 a 3 0 completeness of scanned copies of this plan sheet. rF of CALIF(' 6 7 A-09-001 SANBAG 1170 W 3RD STREET A-09-111 SAN BERNARDINO, CA 92410 8" EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 PLAN 1 " = 60' 6 Asphalt Concrete SILTY SAND (SM): very gense, Q I i ve, moist, few fine GRAVEL, most I y nnnrco +n -Finn C A KIn I i ++ I n f i nnc nnnn I nc+ 1t- uinn<< r-omnn+n+ i nn 25+00 26+00 27+00 28+00 29+00 30+00 DRAWN BY I J. Fang CHECKED BYI Lo Cheung R. J ie FIELD INVESTIGATION BY: DATE: 10 /21 /09 and 10 /22 /O9 PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 2 3 So Pirathiviraj PROJECT ENGINEER CU 08224 EA 468001 FILE => $REQUEST BRIDGE NO. R-35 +1050 +1040 +1030 +1020 +1000 - +990 •:• +970 +960 +950 POST MILES 13.2 ILOG OF TEST BORINGS 2 OF DISREGARD PRINTS BEARING REVISION DATES EARLIER REVISION DATES C- 1034ae 10 07/ 10 1012<1 01 1 / 1 01/ <1 02/01 /12 SHEET 35 Z w Q 0 EO 0 LU 0 n w a 0 w V) 7 W Q OF z 40 w BENCHMARKS POST MILES DIST COUNTY ROUTE TOTAL PROJECT No SHEET TOTAL SHEETS 08 SBd 10 12.3/14.1 384 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD- 88 ( NGS NAVD88) 4L�E02/01 /12 Pt 1010 Q�OFESSIO� REGISTERED CIVIL ENGINEER DATE �o 4 . N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 SET MAG NL & FLASH FOR AT s.PIRATHIVIRAJ z Z 09/08/11 � N0. C71662 rn Pt. 5001 PLANS APPROVAL DATE N: 1846561 .879 E: 671 6362.1 30 Elevation: 1 025.534 The State of California or its officers or agents � Exp. 12/31 /13 SETS REBAR �W/"AECP LS 4430" PLUG 30' +/- SLY OF RAILS9 sT CIVIL P shall not be responsible for the accuracy or a TF L Y OF CHERRY completeness of scanned copies of this plan sheet. OF CALIF Pt. 5002 N: 1846574.454 E: 6716783.325 Elevation: 1 027.1 34 SANBAG SET REBAR W/ AECP LS 4430'' PLUG 30 +/- SLY OF RAILS, 1 1 70 W 3RD STREET 300' +/- E'LY OF CHERRY SAN BERNARDINO, CA 92410 �� EARTH MECHANICS, INC. NOTES ® 17660 NEWHOPE STREET, SUITE E (1) This LOTB sheet was prepared in accordance with the Caltrans Soil A-09-117 RW 33 FOUNTAIN VALLEY CA 92708 and Rock Logging, Classification and Presentation Manual ( June 2007) . (2) 2.4" samples were taken using a California Modified Sampler. (3) An automatic trip hammer system consisting of a hammer weight of F-1 140 lbs falling a distance of 30'' was used to advance the drive sampler. "C" CL Cherry Ave A-09-118 (4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts LINE to Standard Penetration Test ( SPT) b I owcounts is 0.5. 4 35 6 PLAN 7 8 9 1 " = 50' +I +1 J o + 00 __j J Q +1040 +1040 �M A-09-118 J E I . +1034.00 ft _ A-09-117 Poorly graded SAND with SILT and GRAVEL (SP -SM): medium dense, olive -gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, +1030 E I . +1027.50 ft 8.. 21 1 .4 1 ;' OM PA CR nonplastic, weak cementation 45% coarse to fine GRAVEL, 46% coarse to fine SAND, 9% fines +1030 Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, o I Ive-gray, dry, Bulk 2 little coarse to fine GRAVEL, nonplastic, weak cementation mostly coarse to fine SAND, few fines, 36 1 3 PA SILTY GRAVEL with SNAD GM e dense, olive -gray, dry, 57% coarse to fine GRAVEL, .4 - :OM 34 1 .4 1 OM 19% coarse to fine SAND, 24% fines, nonpIastIc, weak cementation +1020 +1020 ^76/10 2.4 2 M UW PA very dense 50/5 2.4 4 - No recovery m r + M 12711.41 3 : ; OM dense, 36/ coarse to fine GRAVEL, 54% coarse to fine SAND, 10/ fines REF /6'' 1.4 5 ,.4..OM Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonp I ast i c, weak D z + 1 01 0 o cementation +1010 0 REF/5 2.4 4 No recovery 83 1.4 6 'OM z w 74 1.4 7—/ is J 43 1 .4 5 :._ OM Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, I I tt I e coarse LU +1000 to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonpIastic, weak Terminated at El. 1003.6 ft +1000 cementation REF/5 12.4 F6 OM UW Poorly SAND SILT GRAVEL (SP -SM): dense, -gray, dry, Dr i I led on 10/20/2009 graded with and very olive Hammer Energy Ratio (ERi=75%) little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, Groundwater not Encountered During Drilling Terminated at El. 997.1 ft nonplastic, weak cementation +990 Drilled on 10/7/2009 +990 Hammer Energy Ratio (ERi=75%) Groundwater not Encountered During Drilling +980 +980 +970 +970 PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 20' +960 +960 Stationing along "C" Line 34+00 35+00 36+00 37+00 38+00 39+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED STATE OF FOR THE CALIFORNIA S. Pirathiviraj BRIDGE NO. R - 3 6 DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 10/7/09 and 10/20/09 DEPARTMENT OF TRANSPORTATION 13.2 L O G O F TEST BORINGS 3 0 F 7 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I CU 2 3 EA 08224 DISREGARD PRINTS BEARING 468001 EARLIER REVISION DATES � REVISION DATES SHEET OF 03/ 105?4110/ /10 7104/ 04/ it 02/01/12 36 40 FILE => $REQUEST w 0 w 0 J EL w w Q EO 0 LU 0 a - LU a 0 CL w V) I in BENCHMARKS POST MILES No SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT SHEETS A-09-005 08 SBd 10 12.3/14.1 385 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) ElVertical control based on NAVD- 88 ( NGS NAVD88) N 402/01 /12 t. 1010A-09-1 PN REGISTERED CIVIL ENGINEER DATE o �OFESSIO e IVgl o 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 09 ��' SET MAG NL & FLASH FOR ATIfl RW 688 09/08/11 S.PIRATHIVIRAJ z rn Pt. 5001 � No. C71662 PLANS APPROVAL DATE N: 1846561 .879 E: 671 6362.1 30 E I evat i on: 1025.534 SETS REBAR LS 4430" PLUG 30' +/- SLY OF RAILS A-09-1 07 � Exp. 12/31 /13 The State of California or its officers or agents sT CIVIL P �W/"AECP 9 +/- W LY OF CHERRY ED completeneshall not ss of scanned copiesnsible for hof this planracy rsheet. TF of O�`' CALIF100 Pt. 5002 N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34 SANBAG SET REBAR W/'AECP LS 4430'' PLUG 30' +/- S'LY OF RAILS, "B" Line 1 1 70 W 3RD STREET 300' +/- E'LY OF CHERRY 4 95 SAN BERNARDINO, CA 92410 2 3 EARTH MECHANICS, INC. NOTES: 69 4 95 6 WSTREET, TE E 9 90 1 2 3 FOUNTAIN VALLEY,A9708 (1) This LOTB sheet was prepared in accordance with the Caltrans Soil 685 77 '' I-10'' Line and Rock Logging, Classification and Presentation Manual (June 2007). 685 (2) 2.4"sampIes were taken using a California Modified Sampler. PLAN (3) An automatic trip hammer system consisting of a hammer weight of 1 " = 80' 140 lbs falling a distance of 30'' was used to advance the drive sampler. � (4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts N � to Standard Penetration Test ( SPT) b I owcounts is 0.5. +� - QO CD �Q A-09-005 +1 050 EI. +1050.00 ft Bulk 1 -SILTY SAND with GRAVEL (SM): very dense, olive, +1 050 R CP moist, little fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation N 4711.4 2,. O +I +1040 J N +' 64 2.4 3 .. M UW CR 000 +1040 o Bulk 1 4 o 0-) 68 1.41 5 M Poorly graded SAND with SILT and GRAVEL (SP -SM): + Q 50/6 2.4L6 M UW very dense, olive dry, I i tt I e coarse to fine +1030 J _ A - 09 -109 60 1.4 7 I M GRAVEL, mostly coarse to fine SAND, trace fines, nonp I ast i c, weak cementation +1030 0 r A-09-107 EI. +1024.00 ft 8.. Poorly SAND _ dense, SILT GRAVEL SP SM 56 2.4 8 M UW DS OOO SILTY SM dense, dark olive -brown, dry, graded with and e o f ive-gray, dry, I i tt I e coarse to fine GRAVEL, mostly :•. .SAND few fine GRAVEL most) coarse to fine SAND 9 +1020 E I . +1015.40 ft 8.. 27 1 1 , ` M CR OO coarse to fine SAND few fines nonplastic weak cementation 35 1 .4 9 :1 OM I i tt I e fines nonplastic, weak cementation Poor I y graded SAND w I th SILT and GRAVEL SP -SM e + 1 020 Bulk 0 SILTY SAND SM dense, I i ght olive -.brown, dry,, few coarse .4 SILTY SAND SM dense, olive -brown, moist, few coarse to dense, olive, dry, I i.tt I e coarse to fine GRAVEL, to fine GRAVEL mostly coarse to fine SAND, little fines, nonplastic, weak cementation fine GRAVEL, mostly coarse to fine SAND, little fines, non I ast i c weak cementation 52/6 2.4 10 mostly coarse to fine SAND, trace fines, 15411.41 1 O PA Poorlraded SAND SILT GRAVEL SP -SM e 2 M UW PA Poorly SAND SILT GRAVEL (SP -SM): dense, non I ast i c weak cementation ,; with and verOOO y gy graded with and Poorlygraded SAND with GRAVEL SP dense olive- live- T.- + 1 01 0 dense, I i ght olive -brown, dry, 38% coarse to fine GRAVEL, +1010- 54% to fine SAND, 8% fines, o I ive-gray, dry, 43% coarse to fine GRAVEL, 49% coarse to fine SAND, 9% f i 45 1 .4 11 OM gray, ry, little , coarse to fine GRAVEL, mostly +1010 coarse nonpIastic, weak 15512.41 2 62 1 .4 3 M O nes, nonplastic, weak cementation to coarse to fine SAND, trace fines, nonplastic, M cementation very dense ,Iittle coarse to fine GRAVEL, mostly coarse to weak r m No recovery � _ --- 47 1 3 OM SILTY SAND GRAVEL SM e dense, light I brown, 80 2.4 4 ; OM UW fine SAND few fines ' denseD REF/672.4112 OM UW Poorly graded SAND with SILT and GRAVEL (SP -SM): < .4 with very ght o i ve ; dry, I itt I e coarse to fine dense, o I i ve, ine GRAVEL, moist, I ittIe fine GRAVELmostly coarse to fine SAND, z little fines nonplastic,weak cementation 12611.4113 mostly coarse to fine SANDtrace fines, + 1 000 ~' 036 REF/4 2.4 4 5-7-- 1.4 ,o yeak cementation z Poorly graded GRAVEL with SILT and SAND (GP -GM): very becomes moist dense, light olive -brown, dry, 58% coarse to fine GRAVEL, > 37% coarse to fine SAND, 5% fines, nonpIastic, weak REF /5 2.4 6 M O becomes very dense, no recovery REF /6 2.4 14 OM UW SY SAND SM dense, dark olive -brown, dry, fine GRAVEL, mostly coarse to fine. SAND, 73 1 5 0 Le'Lw' .4 ;: cementation J e fines, nonplastic, weak cementation LU +990 Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive -gray, dry, little coarse to fine GRAVEL, 53 1 7 OM 50/6 1.4 15 OM Poorly graded SAND with SILT and GRAVEL (SP -Sm): dense, I i tt I to fine +990 REF /4 2.4 6 M UW .4 very olive, moist, e coarse mostly coarse to fine SAND, few fines, nonplastic, weak GRAVEL, mostly coarse to fine SAND, trace fines, Terminated at El. 985.1 ft cementation 18012.41 8 OM UW becomes dense, moist Terminated Drilled at El. 989 ft on 9/21/2009 nonplastic, weak cementation Drilled on 9/24 /2009 +980 Hammer Energy Ratio (ERi=75% ,.��� Hammer Energy Ratio (ER i =75%) Groundwaternot Encountered During Drilling +980Groundwater not Encountered DuringDrilling 35 1.4 SILTY SAND dense, olive -brown moimostly coarse (SM): , 11.419-2/ PA to fine SAND little fines non I ash i s weak cementation 54 2.4 10 M UW CLAYEY SAND (SC): very dense olive -brown, moist, 1% fine GRAVEL, 60% medium to fine SAND, 39% fines, I ow plasticity, +970 weak cementation dense mostly medium to fine SAND little fines +970 80 1 .4 1 1.4111A-2 SILTY SAND (SM): very dense, olive -brown, moist, mostly coarse to fine SAND, little fines, nonplastic, weak IREF/4''12.41 M UW cementation Poorly graded SAND with SILT and GRAVEL (SP -SM): very +960 Terminated at E l . 963.7 ft dense, olive -brown , moist, little coarse to fine GRAVEL, +960 PROFILE 0 FILE Drilled on 9/25/2009 mostlycoarse to fine SAND, few fines, nonpIastic, weak Hammer Energy Ratio (ER i =75%) cementation VERTICAL 1 " = 10' Groundwater not Encountered During Dr i I I i Igor l y graded SAND with GRAVEL (SP): very dense, o l i ve- HORIZONTAL 1 " = 40' dry, little coarse to fine GRAVEL, mostly coarse to Kin(e'9SAND, +950 trace fines, non Iastic weak cementation +950 Stationing along ''I-10'' Line 686+00 688+00 690+00 692+00 694+00 696+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED FOR THE STATE OF CALIFORNIA S. Pirathiviraj BRIDGE NO. R - .3 7 DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 09/21/09 to 09/25/09 DEPARTMENT OF TRANSPORTATION 13.2 L 0 G O F T E S T BORINGS 4 OF 7 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ORIGINAL SCALE IN INCHES CU 08224 FOR REDUCED PLANS 0 I 2 3 EA 468001 DISREGARD PRINTS BEARING EARLIER REVISION DATES � REVISION DATES SHEET OF 03/ 105?4110�117104/ it 02/01/12 37 40 FILE => $REQUEST w 0 w 0 J w w Q 0 EO 0 LU 0 a - LU a 0 CL w V) I in BENCHMARKS: Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD- 88 ( NGS NAVD88 ) Pt. 1010 N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 SET MAG NL & FLASH FOR AT Pt. 5001 N: 1 846561 .879 E: 671 6362.1 30 Elevation: 1 025.534 SETS REBAR W/"AECP LS 4430" PLUG 30' +/- SLY OF RAILS, 100 +/- W/LY OF CHERRY Pt. 5002 N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34 SET REBAR W/''AECP LS 4430" PLUG 30' +/- S'LY OF RAILS, 300' +/- E'LY OF CHERRY NOTES: (1) This LOTB sheet was prepared in accordance with the Caltrans Soil and Rock Logging, Classification and Presentation Manual ( June 2007) . (2) 2.4'1 samples were taken using a California Modified Sampler. (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs falling a distance of 30" was used to advance the drive sampler. (4) Convers i on factor f rom 2.4" Mod i f i ed Ca I i Torn i s R i ng Samp I er b I owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5 +1050 +1040 +1030 +1020 +1010 zo +1000 Q > w LU w +990 +970 +960 +950 R. Zezof f DESIGN OVERSIGHT )9-108 u Asphalt SILTY SAND with GRAVEL (SM): dense, yellowish 3511.4 1 O brown, moist, little fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementat i on 56 2.4 2 UW Poorly graded SAND with SILT and GRAVEL SP -SM Bulk 3 dense, olive -gray to olive -brown, dry, I i tt I e coarse to fine GRAVEL, mostly coarse to fine 13511.41 4 M CR SAND trace fines nonplastic, weak cementation SILTY SAND with GRAVEL (-SM): dense, olive -brown, 50/612.4 5 OM UW PA moist, little fine GRAVEL, mostly coarse to fine SAND I i tt I e fines, non Iastic weak cementation Poorly graded SAND with GRAVEL (SP): very dense, F5 -9-F1,4 6 OM L65 e -gray, dry, .31 % coarse to fine GRAVEL, coarse to fine SAND, 4% fines, nonplastic, cementation Poorly graded SAND with SILT and GRAVEL SP -SM very dense, olive -gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace 55 1 .4 7 OM fines nonp I ast i c9 weak cementation 9 Poorly graded SAND with GRAVEL (SP): very dense, Terminated at El. 996.5 ft o I ive-gray, moist, little coarse to fine GRAVEL, Drilled on 9/23/2009 mostly coarse to fine SAND, trace fines, Hammer Energy Ratio (ER i =75%) nonplastic, weak cementation Groundwater not Encountered During Drilling SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheung PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 20' 690+00 R. J ie 4 A-09-1 10 El 3 4 g 690 "I-10'' LINERW 690W 11R3_11 LINE111! 4 1111 690 1 2 3 FIE 7 8 Ifl A-09-002 A-09-1 08 E I . +1023.50 ft PLAN 1 " = 80' +I N N +� N O N A-09-110 LJ Poorly graded SAND with SILT and GRAVEL (SP -SM): medium CP OR SE dense, Olive - gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonplastic, weak O cementation OM UW DS PA Well -graded GRAVEL with GRAVEL (GW): medium dense, olive - 692+00 I I ve- o J gray, dry,.51/ coarse to fine GRAVEL, 45/ coarse to fine SAND 4% fines nonplastic, weak cementation Poorly oijraded SAND with SILT and GRAVEL (SP -SM): very dense, ive-gray, dry, little coarse to fine GRAVEL, EF Dm mostly coarse to fine SAND, few fines, nonplastic, weak cementation Poorly graded GRAVEL with SILT and SAND (GP -GM): dense, of ive-gray, dry, mostly coarse to fine GRAVEL, some coarse to fine SAND. few fines. nonD I ast i c. weak cementation 1 Dm @ Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, o i l ve-gray, moist, little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonplastic, weak Dmcementation Dm @ E I . +1056.50 ft becomes dense DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 386 624 02/01 /12 �OFESSIO REGISTERED CIVIL ENGINEER DATE �o e IV4 S.PIRATHIVIRAJ z 09/08/11 CD NO. C71662 rn PLANS APPROVAL DATE Exp. 12/31/13 The State of California or its officers or agents shall not be responsible for the accuracy or STa CIVIL �P completeness of scanned copies of this plan sheet. TF of cALIVO SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 'I-10'' Line STA. 693+73±; 79RT± A - 09 - 002 8 5 Asphalt Concrete SILTY SAND with GRAVEL SM): very dens, of ive moist, Dm little fine GRAVEL, most y coarse to fine SANG, little fines, nonp I ast i c, weak cementation M� UW DS becomes dense �� M)rp Uva SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation becomes very dense 51 L I Y SANU w I to UKAVI=L (5m: dense, olive -brown moist � 17% fine GRAVEL, 60% coarse to fine SAN15, 23/ fines non Iastic weak cementation Poorly graded SAND with GRAVEL (SP): very dense, olive gray, dry, I i tt I e coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, 9 weak cementunil-ilull F6_311.4114 OM Poorly graded SAND with SILT and GRAVEL SP -SM very dense, olive -brown, dry little coarse to CLAYEY SAND (SC): medium dense, olive -brown, moist, mostly fine GRAVEL, mostly coarsen fine SAND, trace medium to fine SAND, little fines, low plasticity, weak14212.4115 OM UW PA DS fines nonplastic, weak cementation �OOOM UW PA PP cementation PPSANDY p SANDY lean CLAYEY (CL): hard olive -brown mo I st O brown lean CLAY 9CL o very stiff , dark yellowish 34% medium to fine SAND 66% fines, nes I ow'plasticity, weak 37 1.4 16 M PA brown, moist, 38% fine SAND, 62% fines, low �� plasticity, PP>4.5 tsf cementation PP >4.5 tsf 9 945% medium to fine SAND, 55% fines, I ow plasticity Dm SILTY SAND (SM): very dense olive -brown, moIst, mostly 150/5''12.4117 ` , ; OM SILTY SAND SM � very dense, o I I ve-brown, mo I st, coarse to fine SAND, some lines, nonplastic, weakfew fine GRAVEL, mostly coarse to fine SAND! cementation little fines, nonplastic weak cementation, with No recovery 190/1111.4118 :: `OM UW lense of CLAYEY SAND a� top Terminated at El. 963 ft Drilled on 9/24/2009 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Drilling FIELD INVESTIGATION BY: DATE: n9 /1 7 /n9 tn n9 /24 /n9 Poorly graded SAND with GRAVEL (SPF: very dense, 78 2.4 19 0 olive -brown, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, non Iastic weak cementation Terminated at El. 955 ft SILTY SAND (SM): dense, olive -brown, moIst, Drilled on 9/17/2009 mostly coarse to fine SAND, little fines, Hammer Energy Ratio (ER i =75%) nonplastic, weak cementation Groundwater not Encountered During Drilling +1050 +1040 +1030 +1020 +1 01 0 M F M < D +1000 0 z w +990 0 w +980 w +970 +960 I- 0 EO 0 +950 Fu I0 0 Stationing along "I-10" Line ICD LU 691+00 ORIGINAL SCALE IN INCHES I FOR REDUCED PLANS 0 692+00 PREPARED FOR THE STATE OF CALIFORNIA S. Pirathiviraj PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION CU 08224 12 3 EA 468001 FILE _> REQUEST 693+00 BRIDGE NO. POST MILES 13.2 LOG OF DISREGARD PRINTS BEARING EARLIER REVISION DATES 694+00 w R-38 TEST BORINGS OF 7LU Q REVISION DATES SHEET OF z 0 07 10 10i 10 v 1 01 11 02101112 1 3 8 40 LU REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) CEMENTATION Description Criteria Weak Crumb I es or breaks w i th hand I i ng or A i tt I e f i nger pressure. Moderate Crumbles or breaks with considerable Rotary drilled boring f i nger pressure. Strong Will not crumble or break with finger " pressure. BOREHOLE IDENTIFICATION Symbol Hole Type Description s�Ze A Auger Boring s�Ze R Rotary drilled boring Strength (tsf) P Rotary percussion boring (air) " R Rotary drilled diamond core N HD Hand driven (1 -inch soil tube) HA Hand Auger ® D Dynamic Cone Penetration Boring ® CPT Cone Penetration Test (ASTM D 5778-95) r , 0 Other L_J 0025 to 0.50 Penetrated severalinches by and kneading to reach the plastic Iimito The Note: Size in inches. Top Hole E l . Casing driven — Size of Sampler (inches) SPT N -Value (per ASTM 1586-99), P = push sample, or as noted R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE Hole I.D. o 000< 16 11.4 /. 3 'I Description of materia Muw uu --Field & Lab Tests GWS Elev. Date measured Material change Estimated material change Soil/Rock boundary Boring Date Terminated at E I ev Hammer Energy Ratio (ERi) _ ROTARY BORING OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheang CONSISTENCY OF COHESIVE SOILS PLASTICITY OF Unconfined Pocket Description Description Compress i ve Penetrometer Torvane Field Approximation Measurement (tsf ) A 1/8 -inch thread cannot be rolled Strength (tsf) Measurement (tsf) Very Soft < 0025 < 0.25 < 0012 Easily penetrated several inches plastic limit. by fist Soft 0025 to 0050 0025 to 0050 0012 to 0025 Easily penetrated several inches The thread cannot be rero I I ed after reaching the plastic Iimito The lump crumbles by thumb Medium Stiff 0.50 to 1.0 0050 to 1.0 0025 to 0.50 Penetrated severalinches by and kneading to reach the plastic Iimito The thread High thumb with moderate effort formed without crumbling when drier than ReadiIy indented by thumb but Stiff 1 to 2 1 to 2 0.50 to 1.0 penetrated only with great effort Very Stiff 2 to 4 2 to 4 1.0 to 2.0 Readily indented by thumbnail Indented by thumbnail with Hard > 400 > 4.0 > 200 difficulty F_ 0 0 U O Top Hole EI o0 0 0 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. Date ensured drop or as noted) P ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: nq/1 5/001 to nc)/25/n01 Top Hole EI No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 202" cone, or as noted) C: 0 4- U O J Hole I.D. NPC 2 E I . 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION So Pirathiviraj PROJECT ENGINEER ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 387 624 LE02101112 �oFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ z 09/08/11l No. C71662 M PLANS APPROVAL DATE � . � The State of California or its officers or agents Exp12/31 /13 shall not be responsible for the accuracy or ST4C I V I L �P completeness of scanned copies of this plan sheet. TF of CALIFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B FOUNTAIN VALLEY. CA 92708 TOD Hole EI Pressure measured along sleeve friction element (34.88 i n t area) divided by pressure measured on tip element. C: 0 Hole I.D. U Pressure measured on tip element (2033 int area) 6 4 2 0 10 20 30 20 2t0 Friction Ratio (%) Tip Bearing (MPa) Boring Date BRIDGE NO. CONE PENETRATION TEST (CPT) SOUNDING R-39 POST MILES 13.2 ILOG OF TEST BORINGS 6 OF 7 REVISION DATES SHEET OF DISREGARD PRINTS BEARING EARLIER REVISION DATES CM103/ 10 07/ 10 10/ 10 j'/ 4e134/ 04/ it 02/01/12 1 1 1 1 39 1 40 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J w LU Q 0 EO 0 LU 0 n LU a 0 fl' r z PLASTICITY OF FINE-GRAINED SOILS Description Cr i ter i a Nonp I ast i c A 1/8 -inch thread cannot be rolled at any water content. The thread can barely be rolled and the lump cannot be formed when drier than the Low plastic limit. The thread is easy to roll and not much time is required to reach the plastic limit o Medium The thread cannot be rero I I ed after reaching the plastic Iimito The lump crumbles when drier than the plastic limit. It takes considerable time rolling and kneading to reach the plastic Iimito The thread High can be rero I I ed several times after reaching the plastic Iimito The lump can be formed without crumbling when drier than the plastic limit. F_ 0 0 U O Top Hole EI o0 0 0 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. Date ensured drop or as noted) P ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: nq/1 5/001 to nc)/25/n01 Top Hole EI No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 202" cone, or as noted) C: 0 4- U O J Hole I.D. NPC 2 E I . 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION So Pirathiviraj PROJECT ENGINEER ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 387 624 LE02101112 �oFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ z 09/08/11l No. C71662 M PLANS APPROVAL DATE � . � The State of California or its officers or agents Exp12/31 /13 shall not be responsible for the accuracy or ST4C I V I L �P completeness of scanned copies of this plan sheet. TF of CALIFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B FOUNTAIN VALLEY. CA 92708 TOD Hole EI Pressure measured along sleeve friction element (34.88 i n t area) divided by pressure measured on tip element. C: 0 Hole I.D. U Pressure measured on tip element (2033 int area) 6 4 2 0 10 20 30 20 2t0 Friction Ratio (%) Tip Bearing (MPa) Boring Date BRIDGE NO. CONE PENETRATION TEST (CPT) SOUNDING R-39 POST MILES 13.2 ILOG OF TEST BORINGS 6 OF 7 REVISION DATES SHEET OF DISREGARD PRINTS BEARING EARLIER REVISION DATES CM103/ 10 07/ 10 10/ 10 j'/ 4e134/ 04/ it 02/01/12 1 1 1 1 39 1 40 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J w LU Q 0 EO 0 LU 0 n LU a 0 fl' r z REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) GROUP SYMBOLS AND NAMES Graphic/Symbol Group Names Graphic/Symbol Group Names ® 0® Very loose GRAVEL 0 - 4 Lean CLAY64bWell-graded 5 to GW Little Medium Dense 15 to Lean CLAY with SAND ®®0 Dense Wel 1 -graded GRAVEL with SAND 31 - 50 Lean CLAY with GRAVEL 50 to > 50 CL SANDY lean CLAY o 00 0 o Poorly graded GRAVEL SANDY lean CLAY with GRAVEL 0 00° GP GRAVELLY lean CLAY 0 ° O Poorly graded GRAVEL with SAND GRAVELLY lean CLAY with SAND 0 0 ® ® Well -graded GRAVEL with SILT SILTY CLAY GW -GM SILTY CLAY with SAND ® Wel 1 -graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL ® 0 CL -ML SANDY SILTY CLAY ® ® Wel I - raded GRAVEL with CLAY (or S�LTY CLAY) SANDY SILTY CLAY with GRAVEL ® GW -GC Wel I - raded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY ® (or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND 0 00 & Poorly graded GRAVEL with SILT SILT o c GP -GM SILT with SAND 0 ° Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL ° ML SANDY SILT 00 o Poorlyy ggraded GRAVEL with CLAY (or S JYr CLAY) SANDY SILT with GRAVEL o ° GP -GC Poorly graded GRAVEL with CLAY and GRAVELLY SILT ° ° 0 ° SAND (or SILTY CLAY and SAND) GRAVELLY SILT with SAND ° SILTY GRAVEL ORGANIC lean CLAY GM ORGANIC lean CLAY with SAND o ° ° ° SILTY GRAVEL with SAND ORGANIC lean CLAY with GRAVEL OL SANDY ORGANIC lean CLAY ° CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC GRAVELLY ORGANIC lean CLAY 0 CLAYEY GRAVEL with SAND GRAVELLY ORGANIC lean CLAY with SAND o °ORGANIC � SILTY, CLAYEY GRAVEL SILT GC -GM ORGANIC SILT with SAND O SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° Wel 1 -graded SAND SANDY ORGANIC SILT with GRAVEL o SW GRAVELLY ORGANIC SILT Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND :. Poorly graded SAND Fat CLAY SP Fat CLAY with SAND :. .: Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY ° We I I -graded SAND with SILT SANDY fat CLAY with GRAVEL o SW -SM GRAVELLY fat CLAY Well -graded SAND with SILT and GRAVEL GRAVELLY fat CLAY with SAND Wel I - raded SA D with CLAY Elastic SILT o _ SW SC (or SILTY CLAY Elastic SILT with SAND ° Well - raded SAND with CLA and GRAVEL (or SILTY CLAY and GRAVEL Elastic SILT with GRAVEL °. MH SANDY elastic SILT Poorly graded SAND with SILT SANDY elastic SILT with GRAVEL SP -SM GRAVELLY elastic SILT Poorly graded SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND Poor I yy gqraded SAND with CLAY Jy' ORGANIC fat CLAY SP-SCORGANIC (or S CLAY) fat CLAY with SAND Poor I y graded SAND with CLAY andZ GRAVEL or SILTY CLAY and GRAVEL) ORGANIC fat CLAY with GRAVEL OH SANDY ORGANIC fat CLAY SILTY SAND SANDY ORGANIC fat CLAY with GRAVEL SM GRAVELLY ORGANIC fat CLAY SILTY SAND with GRAVEL GRAVELLY ORGANIC fat CLAY with SAND CLAYEY SAND ORGANIC elastic SILT SC ORGANIC elastic SILT with SAND CLAYEY SAND with GRAVEL ORGANIC elastic SILT with GRAVEL OH SANDY ORGANIC elastic SILT SILTY, CLAYEY SAND SANDY ORGANIC elastic SILT with GRAVEL SC -SM GRAVELLY ORGANIC elastic SILT SILTY, CLAYEY SAND with GRAVEL GRAVELLY ORGANIC elastic SILT with SAND ORGANIC SOIL PT PEAT ORGANIC SOIL with SAND ORGANIC SOIL with GRAVEL ' OL /OH SANDY ORGANIC SOIL 0.. . COBBLES SANDY ORGANIC SOIL with GRAVEL D: COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheung R. J ie FIELD INVESTIGATION BY: DATE: nil/1 5/001 +n n01/25/n01 FIELD AND LABORATORY TESTING C Conso I i dat i on ( ASTM D 24 35 ) CL Col lapse Potential ( ASTM D 5333 ) CP Compaction Curve ( CTM 21 6 ) CR Corros i v i ty Testing (CTM 643, CTM 422, CTM 417) CU Conso I i dated Undra I ned Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) M Moisture Content ( ASTM D 221 6 ) OC Organic Content- % ( ASTM D 2974 ) P Permeability (CTM 220) SParticle Size Analysis (ASTM D 422) PI Plasticity Index (AASHTO T 90) Liquid Limit (AASHTO T 89) PL Point Load Index (ASTM D 5731 PM Pressure Meter PP Pocket Penetrometer R R -Value ( CTM 301 ) SE Sand Equivalent ( CTM 21 7 ) (SG Specific Gravity (AASHTO T 1 00) SL Shrinkage Limit (ASTM D 427) SW Swell Potential (ASTM D 4546) TV Pocket Torvane Unconf I ned Compress i on -So i UC (ASTM D 2166) Unconfined Compress i on -Rock (ASTM D 2938) UU Unconso I I dated Undra i ned Triaxial (ASTM D 2850) UW Unit Weight (ASTM D 4767) VS Vane Shear (AASHTO T 223) PREPARED FOR THE STATE OF CALIFORNIA I so PirathIvIraj PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 388 624 02101112 �oFEssjo REGISTERED CIVIL ENGINEER DATE �o e �ql S. PIRATHIVIRAJ z 09/08/11N0. C71662 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. 12/31/13 shall not be responsible for the accuracy or STa CIVIL �P completeness of scanned copies of this plan sheet. TF of CALIFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B FOUNTAIN VALLEY. CA 92708 APPARENT DENSITY OF COHESIONLESS SOILS Description Dry SPT N 60 (B I ows / 12 1 nches ) Very loose Moist 0 - 4 Loose 5 to 5 -10 Little Medium Dense 15 to 11 - 30 Dense 30 to 31 - 50 Very Dense 50 to > 50 MOISTURE Description Criteria Dry Absence of moisture, dusty, dry to the Criteria touch Moist Damp but no visible water Wet Visible free water, usually soil is 5 to below water table PERCENT OR PROPORTION OF SOILS Description > 1211 Criteria Trace Particles are present be less than 5% but estimated to Few Fine 5 to 10% Little No. 10 to No. 4 15 to 25% Some No. 200 to No. 40 30 to 45% Mostly 50 to 100% PARTICLE SIZE Description Size Bou I der > 1211 Cobble 31I to 12" Grave I Coarse 3/4" to 3" Fine No. 4 to 3/4'' Sand Coarse No. 10 to No. 4 Medium No. 40 to No. 10 Fine No. 200 to No. 40 BRIDGE NO. R-40 POST MILES 13.2 LOG OF TEST BORINGS 7 OF 7 DISREGARD PRINTS BEARING REVISION DATES SHEET OF EARLIER REVISION DATES CM1 03/ 10 07/ 10 10/ 10 1/ 1 04/ it 02/01/121 1 -F 1 1 40 40 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J w LU Q 0 EO 0 LU I- 0 a - LU a 0 fl' r z A om � w m Q� o �z w �C U� U J (n W Qw = Uo U Lencth Design H Pile Spacing Begin Wall Ex ansion 1130-3 Joints 3-4 Datum E I ev 1000.00 69� 5' 56 9 10/ 50'-0" 60'-25/8 30'-7y8ll X90'-0" 3 Q 90'-0" FG=PG 8' 1400 /-oil 14/-411 4652'-0" (Measured along "SW697" Line) 55 9 10 6 90'-0" Top of Wa 16 4' 53'-0" 4' 25 10 50,- 6 %ll 96'-0" 91/-811 3252'-0'l 14' -oil 84 piles Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 389 624 k4D l � 4 02101112 R GIS ERED CIVIL ENGINEER DATE �o QR�FESSIoIV4 <11 Brett Makley z 09/08/11 PLANS APPROVAL DATE � No. C66397 � THE STATE OF CAL IFOR/VIA OR ITS OFFICERS -tx Exp. for spacing see PILE SPACING PATTERN DETAIL A on sheet ''SW -51 O OR AGENTS SHALL NOT BE RESPONSIBLE FOR S, CIVIL tiP O THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CAL IF��� O COPIES OF THIS PLAN SHEET _ 21 48 -0 _01 L, 1+ T.Y. LIN INTERNATIONAL SANBAG ry` 3550 VINE STREET, SUITE 120 1 1 70 W 3RD STREET FG=OG , o RIVERSIDE, CA 92507 SAN BERNARDINO, CA 92410 C PG ' J 10+00 15+00 20+00 Access Gate 25+00 30+00 RAW Approx OG along Sta 21 +25000 "SW697" Line ''SW 697'' Line, Note 4 Note Not all piles are shown for clarity. V U Top of Wal DEVELOPED ELEVATION - 1 ATION 1 =1 00"-0'' SOUND WALL ELEVATIONS (STA 10+00.00 TO 24+00.00 "SW697" Line) PLAN SYMBOLS Section Ident i f i cation STANDARD PLAN SHEET NO. DETAIL NO. 1 o For wa I I deta i Is over ut i I !ties, see SW -5. 2. For ''QUANTITIES'', see SW -7o 3. Soil 0=300 M i n 4. For access gate details, Begin Wall = BC see (B,5_12 9(15-13 and B15-14 'SSW 697'' Line � Top of Barrier x FG OG± 10+00.00 0 1041 .86 1038.86 1038.86 1031.00 10+87.08 > 1040.48 1037.48 1037.48 1030.00 11+10.22 w 1039.98 1036.98 1036.98 1030.00 12+30.81 1048.85 1037.52 1034.52 1034.52 1030.00 13+20.81 1047.34 1036.01 1033.01 J w 13+88.24 Q J 1031.87 z 1030.00 14+32.37 0 a 1031.09 1031.09 1030.00 15+68.81 1044.33 1033.00 1030.00 U 1030.23 SW -5 z � 0 � w rn L SOUND WALL DETAILS m 4 o SW -7 z QUANTITIES a .� SW -8 LOG OF TEST BORINGS J 1 OF 6 J SW -9 LOG OF TEST r NO. 2 OF 6 z SW -10 0 BORINGS w U a 0 Lencth Design H Pile Spacing Begin Wall Ex ansion 1130-3 Joints 3-4 Datum E I ev 1000.00 69� 5' 56 9 10/ 50'-0" 60'-25/8 30'-7y8ll X90'-0" 3 Q 90'-0" FG=PG 8' 1400 /-oil 14/-411 4652'-0" (Measured along "SW697" Line) 55 9 10 6 90'-0" Top of Wa 16 4' 53'-0" 4' 25 10 50,- 6 %ll 96'-0" 91/-811 3252'-0'l 14' -oil 84 piles Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 389 624 k4D l � 4 02101112 R GIS ERED CIVIL ENGINEER DATE �o QR�FESSIoIV4 <11 Brett Makley z 09/08/11 PLANS APPROVAL DATE � No. C66397 � THE STATE OF CAL IFOR/VIA OR ITS OFFICERS -tx Exp. for spacing see PILE SPACING PATTERN DETAIL A on sheet ''SW -51 O OR AGENTS SHALL NOT BE RESPONSIBLE FOR S, CIVIL tiP O THE ACCURACY OR COMPLETENESS OF SCANNED 9TF OF CAL IF��� O COPIES OF THIS PLAN SHEET _ 21 48 -0 _01 L, 1+ T.Y. LIN INTERNATIONAL SANBAG ry` 3550 VINE STREET, SUITE 120 1 1 70 W 3RD STREET FG=OG , o RIVERSIDE, CA 92507 SAN BERNARDINO, CA 92410 C PG ' J 10+00 15+00 20+00 Access Gate 25+00 30+00 RAW Approx OG along Sta 21 +25000 "SW697" Line ''SW 697'' Line, Note 4 Note Not all piles are shown for clarity. V U Top of Wal DEVELOPED ELEVATION - 1 ATION 1 =1 00"-0'' SOUND WALL ELEVATIONS (STA 10+00.00 TO 24+00.00 "SW697" Line) PLAN SYMBOLS Section Ident i f i cation STANDARD PLAN SHEET NO. DETAIL NO. 1 o For wa I I deta i Is over ut i I !ties, see SW -5. 2. For ''QUANTITIES'', see SW -7o 3. Soil 0=300 M i n 4. For access gate details, Begin Wall = BC see (B,5_12 9(15-13 and B15-14 'SSW 697'' Line Top of Wa I I Top of Barrier PG FG OG± 10+00.00 1053.19 1041 .86 1038.86 1038.86 1031.00 10+87.08 1051.81 1040.48 1037.48 1037.48 1030.00 11+10.22 1 051.31 1039.98 1036.98 1036.98 1030.00 12+30.81 1048.85 1037.52 1034.52 1034.52 1030.00 13+20.81 1047.34 1036.01 1033.01 1033.01 1030.00 13+88.24 1046.20 1034.87 1031.87 1031.87 1030.00 14+32.37 1045.42 1034.09 1031.09 1031.09 1030.00 15+68.81 1044.33 1033.00 1030.00 1030.00 1030.23 or..O L This plain accurate f ~ a Sound Wall work only U L Nk N 0 a_ BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REQUEST 1 "=1 00'-0'' RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 i I i I t I UNIT 2232 Masonry Block Sound Wa I I Concrete Barrier Type 736S, Case 1 I I = B15-6 FG 4�or f�a��er 1 2' 6" "SW697" Line 1 Y4I I ES B15-6 LOL Top of Barrier PG Roadway Section, see "X -SHEETS" OG TYPICAL SECTION No Scale Sta 10+00.00 to Sta 24+00.00 "SW697" Line z INDEX , WALL o GENERAL x Q EC 697+76.E SHEET NO. TITLE '- NO. 1 "R4' GENERAL PLAN NO. 1 Line O SW -2 GENERAL PLAN NO. 2 O 0 V) SOUND WALL DETAILS z 1 SW -4 a SOUND WALL DETAILS NO. 2 N SW -5 SOUND WALL 0 NO. 3 rn SW -6 SOUND WALL DETAILS NO. 4 o SW -7 SOUND WALL QUANTITIES .� SW -8 LOG OF TEST BORINGS NO. 1 OF 6 J SW -9 LOG OF TEST r NO. 2 OF 6 U SW -10 LOG OF TEST BORINGS w 3 OF 6 a 0 SW -11 0 LOG OF TEST BORINGS NO. i SW -12 >� a ° NO. wpm SW -13 a z BORINGS NO. 6 OF 6 UJ W O V) a- - /OC). $} - x Q 697 00 ^ U E ^z�w or..O L This plain accurate f ~ a Sound Wall work only U L Nk N 0 a_ BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REQUEST 1 "=1 00'-0'' RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 i I i I t I UNIT 2232 Masonry Block Sound Wa I I Concrete Barrier Type 736S, Case 1 I I = B15-6 FG 4�or f�a��er 1 2' 6" "SW697" Line 1 Y4I I ES B15-6 LOL Top of Barrier PG Roadway Section, see "X -SHEETS" OG TYPICAL SECTION No Scale Sta 10+00.00 to Sta 24+00.00 "SW697" Line SOUND INDEX TO WALL 697 GENERAL SOUND WALL PLANS SHEET NO. TITLE NO. 1 SW -1 GENERAL PLAN NO. 1 O SW -2 GENERAL PLAN NO. 2 O 0 SW -3 SOUND WALL DETAILS NO. 1 SW -4 SOUND WALL DETAILS NO. 2 N SW -5 SOUND WALL DETAILS NO. 3 rn SW -6 SOUND WALL DETAILS NO. 4 o SW -7 SOUND WALL QUANTITIES .� SW -8 LOG OF TEST BORINGS NO. 1 OF 6 J SW -9 LOG OF TEST BORINGS NO. 2 OF 6 U SW -10 LOG OF TEST BORINGS NO. 3 OF 6 a 0 SW -11 LOG OF TEST BORINGS NO. 4 OF 6 SW -12 LOG OF TEST BORINGS NO. 5 OF 6 SW -13 LOG OF TEST BORINGS NO. 6 OF 6 SOUND WALL 697 GENERAL PLAN NO. 1 PROJECT NUMBER & PHASE SW -1 0800000744 0-1 _ w 1 J :2 7) V) w w w x 101 0 om PG FG± w m 1047.10 w 1033.60 1033070 Q� o 1 032.70 �z w 26+32.00 1048.89 1 034.89 1035.39 U� U 1050.50 J U) W 1037.00 Q W = 1044.40 U r -)U � x 101 0 SOUND WALL ELEVATIONS (STA 24+00.00 TO 56+52.00 "SW697" Line) "SW 697" Line > PG FG± OG± 24+00.00 1047.10 w 1033.60 1033070 24+40.00 1046.70 1 032.70 1033.20 1 033.81 26+32.00 1048.89 1 034.89 1035.39 1035039 27+76000 1050.50 1 J 1037.00 Q 1058.40 1044.40 z � 34+78.15 0 Q 1045.20 1045.20 35+92000 1059.78 1045.78 1046.28 1046.28 U 1060.14 1046014 z 1046.64 36+88000 � w 1047.10 LL rr, 1062.89 1048.89 CID 1049.39 41+20.00 1064.82 1050.82 z 1 051 .32 41+68.00 Q 1 051 024 1 051 .74 1 051 .74 42+16.00 1066070 J 1053.20 1053020 z 0 U SOUND WALL ELEVATIONS (STA 24+00.00 TO 56+52.00 "SW697" Line) "SW 697" Line Top of Wall PG FG± OG± 24+00.00 1047.10 1 033.1 0 1033.60 1033070 24+40.00 1046.70 1 032.70 1033.20 1 033.81 26+32.00 1048.89 1 034.89 1035.39 1035039 27+76000 1050.50 1036.50 1037.00 1037.00 34+48089 1058.40 1044.40 1044.90 1044.90 34+78.15 1058.70 1044.70 1045.20 1045.20 35+92000 1059.78 1045.78 1046.28 1046.28 36+40000 1060.14 1046014 1046.64 1046.64 36+88000 1060.60 1046.60 1047.10 1047010 38+32000 1062.89 1048.89 1049.39 1049.39 41+20.00 1064.82 1050.82 1 051 .32 1 051 .32 41+68.00 1065.24 1 051 024 1 051 .74 1 051 .74 42+16.00 1066070 1052.70 1053.20 1053020 "SW 697" Line Top of Wa I I PG FG± OG± 43+60.00 1065.96 1 051 .96 1052.46 1052.46 44+08.00 1065.35 1 051 .35 1 051 .85 1 051 .85 44+56.00 1 065.1 5 1 051 .15 1 051 065 1 051 065 45+04.00 1 06 5.60 1051.60 1 052.1 0 1 052.1 0 45+52.00 1 066.1 0 1052.10 1 052.60 1052.60 46+48.00 1 06 5.70 1 051 .70 1052.20 1052.20 46+96.00 1 06 5.20 1051.20 1 051 .70 1 051 .70 50+80.00 1065.90 1051.90 1 052.40 1052.40 51+28.00 1065.95 1 051 .95 1052.45 1052.45 52+72.00 1066.90 1052.90 1 053.40 1053.40 54+16.00 1068.10 1054010 1054.60 1054.60 54+64.00 1069.40 1055.40 1055.90 1055. "SW 697" Line Top of Wall PG FG± OG± 55+20.00 1069.50 1055050 1056.95 1056.95 55+20.00 1070.17 1056017 1056.95 1056.95 55+36.00 1070.17 1056017 1057.50 1057050 55+36.00 1070.83 1 056.83 1057.50 1057050 55+52.00 1070.83 1 056.83 1058.05 1058.05 55+52.00 1 071 .50 1057.50 1 058.05 1058.05 55+68000 1 071 050 1057.50 1058.80 1058.80 55+68000 1072.17 1058017 1058.80 1058.80 56+52.00 1073.00 1059000 1059.50 1059050 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 390 624 k4D l � 4 02101112 R GIS ERED CIVIL ENGINEER DATE �o QR�FESSJoI'4� Brett Makley z 09/08/11 CD m PLANS APPROVAL DATE No. C66397 THE STATE OF CALIFORNIA OR ITS OFFICERS -tx Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL tiP THE ACCURACY OR COMPLETENESS OF SCANNED 9TF op CAL COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL SANBAG 3550 VINE STREET, SUITE 120 1 1 70 W 3RD STREET RIVERSIDE, CA 92507 SAN BERNARDINO, CA 92410 4652'-0" (Measured along "SW697" Line) End Wa 3252'-0" Len th 14 /-oil 1 4 Design H i 84 piles for spacing see "PILE SPACING PATTERN DETAIL A" on sheet "SW-5'sheet g, 1 1 , 12/ 14/ 2 @, 10' 12 6' 6 10 104 pi les 9 56 piles for spacing see _"\ ,� Pile Spacing -- 6 ,� - 2 � 12' 14' 00 9, I 9, o 21 48,_0.. 29,_31�8 L, I I - + F 22,_0.. I'll, N 40'-1 05/$x' Q) c +� Access Gate 35+00 ° Sta 34+43.00 "SW 697" Line, Note 2 Datum E I ev 1000.00 z (D o_ of x o ' a N I N88°03'40"E --- V)7 35+0 Q Q) .0 JI C> -C O U w ° a 720+00 I w 0 .. L O Q This plain accurate for .' ~ Sound Wa I I workon a c cn k y U � N N 0 � BORDER LAST REVISED 7/2/2010 for spacing see "PILE SPACING PATTERN DETAIL A" on sheet "SW -5" 26 G� 48'-0'� FG Top of WC �1_ "PILE SPACING PATTERN DETAIL A" on sheet "SW -5" 5 14' 1214 2 @, 14' III 8, 22,_0il 34,_0il 14 48'-0" 6 Ex ansion(BO-3 44'-0" Joints 3-4 T -1 2 4 8'- 0" .1111 II IIIIIIIIIIIIIIII R/W 40+00 45+00 50+00 55+00 Approx OG along "SW697" Line Access Gate Sta 47+70000 SW 697 Line, Note 2 Note., Not a1 1 piles are shown for clarity. 0 11 DEVELOPED ELEVATION \ 1 =1 00 -0 = PI 34+48.89 "SW697" Line Sta 721+81.60 "I-1 0" Line 157038 LT --N87048'48"E PI 34+78.15 "SW697" Line Sta 722+10086 "I-10" Line 157.51 LT i -N88° 03'30"E "I-10" Line/ 725+00 USERNAME=>$USER DGN FILE => $REQUEST 40+0 - I 3 � Underground uti l ities, R/W see "U -SHEETS" and Note 1 "SW697" Line N88003'40"E 730+00 5+ - - -50+00- -- - 3 735+00 PLAN 1 "=1 00'-0" RELATIVE BORDER SCALE IS IN INCHES End Wall 56+52.00 ''SW697" Line Sta 743+84.71 "I-1 0" Line\ 157.61 LT 0 [_ 55+00 C C 740+00 1 o For wa I I details over ut i 1 i t i es , see SW -5. 2. For access gate details, see , and B15-10 (Bl"5-11 B15-14 0 1 2 3 I i I i I i I UNIT 2232 FG=OG Gutter, see "SW -4'1 C LOL = block "SW697' .� Line 20" 15 Masonry Block Sound Wa I I on Pi le Cap, Case 1 PG=Top of pile cap FG=OG RSP, see "SW -4'1 TYPICAL SECTION Sta 24+00.00 to Sta 56+52000 "SW697" Line ww >� Q ° wn- m� a I - z 00 U J W O N a - V_ x 0 � J J � U � g a E O �z -w .. L O Q This plain accurate for .' ~ Sound Wa I I workon a c cn k y U � N N 0 � BORDER LAST REVISED 7/2/2010 for spacing see "PILE SPACING PATTERN DETAIL A" on sheet "SW -5" 26 G� 48'-0'� FG Top of WC �1_ "PILE SPACING PATTERN DETAIL A" on sheet "SW -5" 5 14' 1214 2 @, 14' III 8, 22,_0il 34,_0il 14 48'-0" 6 Ex ansion(BO-3 44'-0" Joints 3-4 T -1 2 4 8'- 0" .1111 II IIIIIIIIIIIIIIII R/W 40+00 45+00 50+00 55+00 Approx OG along "SW697" Line Access Gate Sta 47+70000 SW 697 Line, Note 2 Note., Not a1 1 piles are shown for clarity. 0 11 DEVELOPED ELEVATION \ 1 =1 00 -0 = PI 34+48.89 "SW697" Line Sta 721+81.60 "I-1 0" Line 157038 LT --N87048'48"E PI 34+78.15 "SW697" Line Sta 722+10086 "I-10" Line 157.51 LT i -N88° 03'30"E "I-10" Line/ 725+00 USERNAME=>$USER DGN FILE => $REQUEST 40+0 - I 3 � Underground uti l ities, R/W see "U -SHEETS" and Note 1 "SW697" Line N88003'40"E 730+00 5+ - - -50+00- -- - 3 735+00 PLAN 1 "=1 00'-0" RELATIVE BORDER SCALE IS IN INCHES End Wall 56+52.00 ''SW697" Line Sta 743+84.71 "I-1 0" Line\ 157.61 LT 0 [_ 55+00 C C 740+00 1 o For wa I I details over ut i 1 i t i es , see SW -5. 2. For access gate details, see , and B15-10 (Bl"5-11 B15-14 0 1 2 3 I i I i I i I UNIT 2232 FG=OG Gutter, see "SW -4'1 C LOL = block "SW697' .� Line 20" 15 Masonry Block Sound Wa I I on Pi le Cap, Case 1 PG=Top of pile cap FG=OG RSP, see "SW -4'1 TYPICAL SECTION Sta 24+00.00 to Sta 56+52000 "SW697" Line SOUND WALL 697 0 GENERAL PLAN NO. 2 'o 0 (D PROJECT NUMBER & PHASE �o SW -2 Qo J o 0800000744 ww a o I- 00 ww I- 0 0 J J ww � g a SOUND WALL 697 0 GENERAL PLAN NO. 2 'o 0 (D PROJECT NUMBER & PHASE �o SW -2 Qo J o 0800000744 0 0 0-1 _ w J J D V) w w w om w �o Qw Jz U� J (n Qw Uo X a-, 0 Un w w cn J Q z 0 U z w z Q J (n z 0 U z O X Q F— O V) z Q H— O H— z w Q w 0 a wn- m Q z rr- U J W O N a- V_ H} fA ff} x � U E" O U °' w ii L 0 _< a J; 0 0 om w m Q� o Jz w U U J U) w Q W /_ U r -)U #5 X 4' -oil Centered o, scupper C Scupper, Typ 16'-o'' Max Expansion joint, Typ A 8" X 8" X V-411 4" G 3'-8'' M i n rZ\ a-, x >� Q 0 wn- m� Q�z� U J W O w N a- a- r x � RSP Cn � J w Q J z �!e O 0 a �z�w U 0 z � a w J;F CU i - �L m N z N 0 a J U� z 0 U #5 X 4' -oil Centered o, scupper C Scupper, Typ 16'-o'' Max Expansion joint, Typ A 8" X 8" X V-411 4" G 3'-8'' M i n rZ\ >� Q ° wn- m� Q�z� U J W O N a- a- V_ x � RSP � U E O �z�w 0 L a J;F CU i - �L N N 0 IL #5 X 4' -oil Centered o, scupper C Scupper, Typ 16'-o'' Max Expansion joint, Typ A 8" X 8" X V-411 4" G 3'-8'' M i n rZ\ MASONRY WALL ON PILE CAP ELEVATION 1 II = 20'-0" Note: This sheet for genea I scupper and gutter information only. For pile and expansion joint locations see "SW -1 " and "SW -2" This plan accurate for Sound Wall work only TrJ /\ J V Tot 2 ea side SCUPPER DETAIL 1 =1 '-0�� Sound Wa I I re i of Top of pile cap 1`611 I R /W LEGEND: - Minor Concrete (Gutter) Rock Slope Protection (Backing No 0 3, Method B) - RSP Fabric ( Type A) ,,—Top of pile cap, Note 3 "SW697" Line '1 Minor Concrete (Gutter) 11/2" X 11/2" 17 ga stucco netting DETAIL A 1 1/211=1 ,_oil USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES SECTION A -A 1 =1 '-0�� 0 1 2 3 I i I i I i I UNIT 2232 R /W Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 392 624 —k4Dl� 4 02/01 /1 2 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P 9TF OF CAL 1F ti SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 NOTES 1. For details not shown see 61 5-3 2. Place scuppers in soundwa I I from Sta 24+00.00 to 56+52.00 "SW697" Line "SW697" Line FG ww SECTION B -B 1 =1 '-0�� 00 Jw JJ 0- 0- ww �-- g a SOUND WALL 697 �~ o� SOUND WALL DETAILS NO, 2 w o �0 SW -4 ~' J O PROJECT NUMBER & PHASE 0800000744 RSP MASONRY WALL ON PILE CAP ELEVATION 1 II = 20'-0" Note: This sheet for genea I scupper and gutter information only. For pile and expansion joint locations see "SW -1 " and "SW -2" This plan accurate for Sound Wall work only TrJ /\ J V Tot 2 ea side SCUPPER DETAIL 1 =1 '-0�� Sound Wa I I re i of Top of pile cap 1`611 I R /W LEGEND: - Minor Concrete (Gutter) Rock Slope Protection (Backing No 0 3, Method B) - RSP Fabric ( Type A) ,,—Top of pile cap, Note 3 "SW697" Line '1 Minor Concrete (Gutter) 11/2" X 11/2" 17 ga stucco netting DETAIL A 1 1/211=1 ,_oil USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES SECTION A -A 1 =1 '-0�� 0 1 2 3 I i I i I i I UNIT 2232 R /W Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 392 624 —k4Dl� 4 02/01 /1 2 R GIS ERED CIVIL ENGINEER DATE QR�FESSJ�Nq 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Brett Makley z Ld No. C66397 m Exp. 4. s� CIVIL P 9TF OF CAL 1F ti SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 NOTES 1. For details not shown see 61 5-3 2. Place scuppers in soundwa I I from Sta 24+00.00 to 56+52.00 "SW697" Line "SW697" Line FG ww SECTION B -B 1 =1 '-0�� 00 Jw JJ 0- 0- ww �-- g a SOUND WALL 697 �~ o� SOUND WALL DETAILS NO, 2 w o �0 SW -4 ~' J O PROJECT NUMBER & PHASE 0800000744 0 0 rr w J J X CC O w r Cn J Q z 0 U z z a J U� z 0 U f» > - Q w n- m �--� a z U J W O V)a-� x � � U II E " z w II L Q J; 0 0 om w m Q� o �z w UU J cn W Q W = U r-) U MASONRY BLOCK FACES FA]PLAIN � x >� a 0 w n- m , a z Jf U J W O w N a- H} IGR a- ff� w x � cn � NIENIENIENIENISEENEENE J w Q J z � O 0 a �z�w mmmmmmmmm U z � � w J;� i - w � •L m mm C) N z N 0 a J z 0 U ■_____-__ MASONRY BLOCK FACES FA]PLAIN lo��l I�I�I�+I >� a ° w n- m , a z Jf U J W O J r r N a- H} IGR a- ff� V_ x � � NIENIENIENIENISEENEENE U E O �z�w mmmmmmmmm L a J;� i - •L mm C) N N 0 IL MASONRY BLOCK FACES FA]PLAIN [C] SPLIT -FACE FLUTED FE] 3 -SCORE PLAIN b ti -- b..,.. [­G]SPLIT- FACE B� SLUMPSTONE M COMBED [F] 5 -SCORE PLAIN BOND TYPES FT] STACKED BOND NOTE: TOOLED JOINTS ONLY This plan accurate for Sound Wa I I work on I y BORDER LAST REVISED 7/2/2010 F2]COMMON BOND USERNAME=>$USER DGN FILE => $REQUEST -o N TYPICAL WALL SEGMENT * 81I x 8'' x 16'' BLOCK SPLIT -FACE NOTE: COLOR SHALL BE LIGHT TO RED BROWN, COLOR CHIP #30227 FEDERAL STANDARD `SEE NOTE 1 011110,11111110,111111110.111_11110.11111 lf�I�I�AI li�i�i��l __M___-_■ lo��l I�I�I�+I 1110,11.111 1�1�1��i ll�l, WALL , , Jf 1 r J r r 3 f [C] SPLIT -FACE FLUTED FE] 3 -SCORE PLAIN b ti -- b..,.. [­G]SPLIT- FACE B� SLUMPSTONE M COMBED [F] 5 -SCORE PLAIN BOND TYPES FT] STACKED BOND NOTE: TOOLED JOINTS ONLY This plan accurate for Sound Wa I I work on I y BORDER LAST REVISED 7/2/2010 F2]COMMON BOND USERNAME=>$USER DGN FILE => $REQUEST -o N TYPICAL WALL SEGMENT * 81I x 8'' x 16'' BLOCK SPLIT -FACE NOTE: COLOR SHALL BE LIGHT TO RED BROWN, COLOR CHIP #30227 FEDERAL STANDARD `SEE NOTE 1 011110,11111110,111111110.111_11110.11111 lf�I�I�AI li�i�i��l __M___-_■ lo��l I�I�I�+I 1110,11.111 1�1�1��i ll�l, WALL , , ommmmmmmm NIENIENIENIENISEENEENE ommmmmmmm mmmmmmmmm Emm o mm ■_____-__ NIENIENIENIENISEENEENE o_____-__ TRAFFIC SIDE AND OTHER SIDE SIMILAR RELATIVE BORDER SCALE IS IN INCHES V) w WHIM02111 ELEVATION TRANSITION 6, -oil /—MORTAR CAP(TYP) 697 SOUND WALL , , TRAFFIC SIDE AND OTHER SIDE SIMILAR 0 1 2 3 I i I i I i I UNIT 2232 Er Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 394 624 —k4D l� 4 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSI�N4 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 �a c Brett Makley z No. C66397 m Exp. s� CIVIL P ti 9TF OF CAL 1F SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 TYPICAL WALL SECTION MORTAR CAP SOUND WALL 697 SOUND WALL DETAILS PROJECT NUMBER & PHASE ww Q� o� 00 ww 0 0 J J 0- 0- W W a o � NO. 4 N(D (D w �o SW -6 J O 0800000744 0 r_1 0-1 = w LL w w n I om w m Q� o 17- w U� z U -i U) w Q W = Uo U x z O x Q F— O z Q H— O H— z w Q r W 0 fPr > —I D- W n- m a z ~ 0 U J W N o- a- H} ffl fA O V_ x � � II U 16" CAST -IN w E II O r �z-w w L Q This plan accurate for — a v~, DRILLED -HOLE Sound Wa I I work on I y C) LN 0 a_ SLOPE J w Q J (SOUND WALL) Z Y CONCRETE O Q PROTECTION STEEL GUTTER U PILING z � FABRIC (BRIDGE) w WALLNo. LL rr m z a J U� CY z SF LF 0 CY SQYD U CY z O x Q F— O z Q H— O H— z w Q r W 0 fPr > —I I Q W n- m a z ~ U J W N o- a- H} ffl fA O V_ x � � II U 16" CAST -IN 24" CAST -IN E II O BARMINOR �z-w w L Q This plan accurate for — a v~, DRILLED -HOLE Sound Wa I I work on I y C) LN 0 a_ SLOPE REINFORCINGBARRIER CONCRETE Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 395 624 l ' 02101112 R GIS ERED CIVIL ENGINEER DATE QR�FESSI�IV4, 09/08/11 PLANS APPROVAL DATE THE STA TE OF CAL IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNEDCOPIES OF THIS PLAN SHEET T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 QUANTITIES USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 �o Brett Makley z cr No. C66397 m � Exp. � 'S CIVIL P 9TF 0 _ CAL IFO��, SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 SOUND WALL 697 SOUND WALL QUANTITIES SW -7 PROJECT NUMBER & PHASE 0800000744 w w Q o � II II � p W W 0 0 J J 0- 0- W W a o � N O w �o Qo J O ROCK SLOPECONCRETE MASONRY BLOCK 16" CAST -IN 24" CAST -IN PROTECTION ROCK BARMINOR MINOR CONCRETE SOUND WALL MASONRY BLOCK DRILLED -HOLE DRILLED -HOLE FABRIC SLOPE REINFORCINGBARRIER CONCRETE TYPE 736S (SOUND WALL) (BARRIER) SOUND WALL CONCRETE CONCRETE (BACKING NO. 39 PROTECTION STEEL GUTTER PILING PILING METHOD B) FABRIC (BRIDGE) WALLNo. STATION LIMITSLF CY SF SF LF LF CY SQYD LB CY 697 10+00.00 to 56+52000 ''SW697'' Line 19400 320 15,867 459528 49303025 22050 5 70 628 75 USERNAME => $USER RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 �o Brett Makley z cr No. C66397 m � Exp. � 'S CIVIL P 9TF 0 _ CAL IFO��, SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 SOUND WALL 697 SOUND WALL QUANTITIES SW -7 PROJECT NUMBER & PHASE 0800000744 w w Q o � II II � p W W 0 0 J J 0- 0- W W a o � N O w �o Qo J O BENCHMARKS POST MILES DIST COUNTY ROUTE TOTAL PROJECT No SHEET TOTAL SHEETS 08 SBd 10 12.3/14.1 396 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) 6 SOUND WALL 697 Vertical control based on NAVD-88 (NGS NAVD88) � 02/01/12 Pt. 1010 1;> Q�OFESSjO� REGISTERED CIVIL ENGINEER DATE �o 4 N: 1846472°883 E: 6716510°983 Elevation: 1054°523 SET MAG NL & FLASH FOR AT 8 0 S.P A H V AJ z 09/08/11 No. C71662 M Pt ° 5001 PLANS APPROVAL VAL DATE N: 1846561 .879 E: 671 6362.1 30 E I evat I on: 1025.534 SET REBAR W/'AECP LS 4430'' PLUG 30' +/- SLY OF RAILS, A-09-1 24 9 The State of California or its officers or agents Exp. STgTFoF 12/31 /13 C I V I L 100 +/- W'LY OF CHERRY 8" 8„ completeness of responsible cooieshof th/soclanrsheet. CALIFO���P P P P Pt ° 5002 A-09-123 �;Q , N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34 SET REBAR W/''AECP LS 4430" PLUG 30'+/- S'LY OF RAILS, 1> O �'7o O SANBAG 1 1 70 W 3RD STREET 300'+/- E'LY OF CHERRY SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. NOTES: 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY CA 92708 (1) This LOTB sheet was prepared in accordance with the Caltrans Soil and Rock Logging, Classification and Presentation Manual (June 2007) . PLAN (2) 2.4" samples were taken using a California Modified Sampler. 8„ A-09-1 28 3 1 " = 80' (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs falling a distance of 30 was used to advance the drive sampler. 4 705 (4) Conversion factor from 2.4" Modified California Ring Sampler b l owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. "B" Line "I-10" Line 7 8 9 700 1 4 705 J 7 8 g 33 00 11 705 CV +I � O + "I-10" Line "I-10" Line o STA. +01+40±° ° STA. 702+70+-; 403LT- 207LT± �Q �Cn A-09-123 A-09-124 A-09-128 +1030 E1. +1029.00 ft „ ® E1. +1029.90 ft 8„ Asphalt E1. +1029.00 ft �� ® +1030 Poor I y raded SAND w I th GRAVEL SP med I um dense, o I I ve-gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, Poorly graded SAND with GRAVEL SP medium dense, olive -gray, Bulk 0 SILTY SAND w I th GRAVEL SM medium I um dense, o I I ve-brown, drys little coarse to fine GRAVEL, mostly coarse to fine SAND, little trace fines nonplastic weak cementation 31 2.4 1 OM UW PA � to 24 1.4 1 '. `0 CR dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nes, nonp I ast i c, weak cementation12011.411 M 0 fines nonplastic, weak cementation ' .,�'.�� 45% coarse fine GRAVEL, 53% coarse to fine SAND, 2% fines;.F.. +1020 32 1 .4 2 M dense, I i tt I e coarse to fine GRAVEL, most I y coarse to fine SAND, 0 32 2.4 2 ;' OM UW PA DS Poor I y graded SAND w I th SILT and GRAVEL SP -SM med I um dense, dark dry, to fine GRAVEL, to 78 2.4 2 - : M O Poorly graded GRAVEL with SAND GP dense olive -gray, dr 9oarse + 1020 trace fines olive -brown, 23/ coarse 72/ coarse fine SAND 5/ fines nonplastic, weak cementation b... mostly to fine GRAVEL some coarsetofinSD trace 9 17012.41 3 ��::��' M UW OO F4-67.4 3 ,�.'.�0 Poorly graded SAND with GRAVEL SP e very dense gray, dry, 9. 50/6 1.4 3 b :.. - M 0 fines , nonplastic, weak cementat i on very dense little coarse to fine GRAVEL, mostly coarse to fine SAND, trace b +1010 OO SILTY SNAD with GRAVEL SM medium denseoIIve-gray, moist, =` 50 2.4 4 M f i nes fines, weak cementation nonplastic, Poorly GRAVEL with SAND GP medium dense, dry, 50/ 4 4 . GRAVEL with SILT and SAND (GP -GM): very dense19 Poorly +1010 m1.44 graded gray, graded 29% coarse to fine GRAVEL 57% coarse to fine SAND, 14% fines, mostly coarse to fine GRAVEL some coarse to fine SAND, trace olive- raD9dry mostl coarse to fine GRAVEL, coarse ononplastic, �nonIastisweak cementatin 150/5''12.41 5 OM OUW . fines, nonplastic weak cemention 661.45 ; fine SNfew weak cementation Doorygrae withveryense,oIvegray, PoorIyiraded SAND with GRAVEL(SP):very dense, oI Ive- ray, Poorly graded y , dry, I ,ttIe coarse to fine GRAVELmostly coarse to fine SAND trace fines, nonplastic, weak cementation MOW moist, IttIe coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation olive -gray moistI ittIe coarse to fine GRAVELmostly coarse to fine SAND few fines nonplastic, weak cementation +100050/62.46 060 1.4 50/6 2.4 6 z moist dark brown Poorly graded SAND with GRAVEL (SP): very dense, dark o I I ve- Q > Terminated at El. 998 ft Terminated at E 1. 998.9 ft Dr i I led 9/28/2009 brown moist, little coarse to fine GRAVEL, mostly coarse to Terminated at El. 998 ft fine SAND, trace fines, nonp1astic, weak cementation - w Drilled on 9/28/2009 J +990 Hammer Energy Ratio (ERi=75/) on Hammer Energy Ratio (ERi=75/ Groundwater not Encountered During ) Drilling Drilled on 9/24/2009 Hammer Energy Ratio (ERi =75% )w +990 Groundwater not Encountered During Drilling Groundwater not Encountered During Drilling rilling +980 +980 +970 +970 +960 +960 PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 20' +950 +950 Stationing along "I-10" Line 699+00 700+00 701+00 702+00 703+00 704+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED FOR THE STATE OF CALIFORNIA S. Pirathiviraj BRIDGE NO. S W _8 DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 09/24/09 to 09/30/09 DEPARTMENT OF TRANSPORTATION 13.2 L 0 G OF T E S T BORINGS 1 OF 6 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ORIGINAL SCALE IN INCHES CU 08224 FOR REDUCED PLANS 0 I 2 3 EA 468001 DISREGARD PRINTS BEARING EARLIER REVISION DATES � REVISION DATES SHEET OF 03/ 105?4110�1171 02/01/12 1 1 1 1 1 8 1 13 FILE => $REQUEST w 0 LU 0 J 0 - LU a LU a 0 ED 0 LU 0 a - w a 0 CL LU V) I in BENCHMARKS POST MILES DIST COUNTY ROUTE TOTAL PROJECT No SHEET TOTAL SHEETS 08 SBd 10 12.3/14.1 397 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD- 88 ( NGS NAVD88) 402101112 Pt 1010 A-09-1 32 Q�OFESSIO� REGISTERED CIVIL ENGINEER DATE �o q� . N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 N SET MAG NL & FLASH FOR AT �� SOUND WALL 697 s.PIRATHIVIRAJ 09/08/11 Pt . 5001 PLANS APPROVAL DATE � No. C71662 M N: 1846561 .879 E: 671 6362.1 30 E I evat i on: 1025.534 A-09-1 36 The State of California or its officers or agents � Exp. 12/31 /13 SET REBAR W/"AECP LS 4430" PLUG 30' +/- SLY OF RAILS ' A - 0 9 -1 3 4 sT CIVIL P shall not be respons ib /e for the accuracy or qIF 100' + /- W' L Y 0 F CHERRY ID El completeness of scanned copies of this plan sheet. CALo��� of FI Pt. 5002 N: 1846574.454 E: 6716783.325 Elevation: 1 027.1 34 SANBAG SET REBAR W/ AECP LS 4430'' PLUG 30 +/- SLY OF RAILS, 1 1 70 W 3RD STREET 300' +/- E'LY OF CHERRY 720 SAN BERNARDINO, CA 92410 3 4 715 6 7 8 g EARTH MECHANICS, INC. NOTES: 8 g 710 1 2 . I- 1 0'' Line 1 7660 NEWHOPE STREET, SUITE E 7 FOUNTAIN VALLEY CA 92708 (1 ) This LOTB sheet was prepared in accordance with the Ca I trans Soil and Rock Logging, Classification and Presentation Manual ( June 2007) . PLAN (2) 2.4" samples were taken using a California Modified Sampler. 1 " = 80' (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs falling a distance of 30'' was used to advance the drive sampler. (4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. "I-10" Line "I-10" Line STA. 713+99±; 97LT± STA. 718+00±9 102LT± +I F_ J 00 O CV +_ �+ A-09-136 �� 0 O A - 09 -134 -El. +1040.50 ft 8.. +1 040 Poor I y graded SAND w I th SILT and GRAVEL SP -SM : medium dense, +1040 A - 09 - '132 E I . +1036.50 ft 8• � gray to o I i ve-gray, dry, little coarse to fine GRAVEL, mostly SILTY SAND (SM): medium dense, dark brown,dry, few coarse to i 18 1 .4 1 M O coarse to fine SAND, few fines, nonpIastic, weak cementation E I . +1032.30 ft ® fine GRAVEL, mostly coarse to fine SAND, I i tt I e f nes, Poorly graded SAND with GRAVEL SP e dense, O I I ve-gray, dry, +1030 1 i tt I e coarse to fine GRAVEL, mostly coarse to fine SAND, trace 11 .4 0 1 M nonplastic, weak cementation O 43 F2,4 2 O No recovery +1030 :. fines, nonp1astic, weak cementation 60/3 1 .4 1 OM becomes very dense 12612.41 2 M UW PA DS 1 % f i ne GRAVEL, 52% coarse to f i ne SAND, 47% f i nes OOOO 50/5 1.4 3 OM Poorly graded SAND with SILT and GRAVEL(SP-SM):very dense, :: F5-972.41 2 ; OM UW Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive- gray to olive -gray, dry, little coarse to fine GRAVEL, mostly to f i SAND, few f i I i i , +1020 gray, dry, little coarse to fine GRAVEL, mostly coarse to fine 20 1 .4 3 M O 150/5''12,T4 4 OM coarse ne nes, nonp ast c, weak cementat on No recovery—+1020 SAND, few fines, nonp1astic, weak cementation 14511.411 3 :; OM becomes very dense50/5 2.4 4 ;: OM UW No recovery 71 1 .4 5 =� : OM Poorly graded GRAVEL with SILT and SAND (GP -GM): very dense, No 0' gray to olive -gray , dry, mostly coarse to fine GRAVEL, some R F/ .4 4 recovey +1010 45 1.4 5 M Poorly graded SAND with SILT and GRAVEL SP -SM very dense:" O ' 54 1.4 6 M O coarse to fine SAND few fines nonplastic, weak cementation +1010 gray to olive -gray, dry, little coarse to fine GRAVEL, mostly ;. Poorly graded SAND with SILT and GRAVEL SP -SM very dense, m 52 1 .4 5 :: `OM Poorly y, graded SAND with th GRAVEL SP very dense o I I ve-gray, 4- 9 coarse to fine SAND, few f i nes, nonp 1 ast i c, weak cementation 50 1 6 OM gray t0 O I i -gray, dry, I i tt I e coarse to fine GRAVEL, most 1 y coarse to fine SAND few fines, non 1 ast i c weak cementation r m dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, --- trace fines lastic weak .4 POP .4 7 ;:': OM< Poorly graded SAND with GRAVEL SP e very dense olive -gray, D non cementation z +1000 25 2.4 6 M ouw Poor I y raded SAND w I th SILT SP -SM e medium I um dense, dark brown, few to fine GRAVEL, to fine SAND, 71 1.4 7 OMnonplastic,' 76/10 1 .4 8 OM dry, little coarse to fine GRAVEL most) coarse to fine SAND y ' trace fines, weak cementation + 1 000 �--� 0 moist! coarse mostly coarse 0 Terminated at E I. 1000.8 f t few f I nes, nonplastic, weak cementation z Dri I led on 9/28/2009 85 1 .4 8 OM Terminated at El. 999.2 ft Hammer Energy Ratio (ER i =75%) Drilled on 9/29/2009 + Groundwater not Encountered During Drilling Terminated at El. 995 ft Hammer Energy Ratio (ER i =75%) `- LU +990— Drilled on 9/30/2009 Groundwater not Encountered During Drilling +990 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Drilling +980 +980 +970 +970 +960 +960 PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 40' +950 +950 Stationing along ''I-10'' Line 707+00 709+00 711+00 713+00 715+00 717+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED FOR THE STATE OF CALIFORNIA S. Pirathiviraj BRIDGE NO. S W _9 DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 09/24/09 to 09/30/09 DEPARTMENT OF TRANSPORTATION 13.2 L 0 G O F T E S T BORINGS 2 OF 6 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ORIGINAL SCALE IN INCHES CU 08224 FOR REDUCED PLANS 0 I 2 3 EA 468001 DISREGARD PRINTS BEARING EARLIER REVISION DATES � REVISION DATES SHEET OF 03/ 105?4110�1171 02/01/12 1 1 1 1 1 9 1 13 FILE => $REQUEST w 0 LU 0 J 0 - LU a LU a 0 ED 0 LU 0 a - w a 0 CL w V) I in BENCHMARKS POST MILES DIST COUNTY ROUTE TOTAL PROJECT No SHEET TOTAL SHEETS 08 SBd 10 12.3/14.1 398 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD- 88 ( NGS NAVD88) 4L�E02/01 /12 Pt. 1010 Q�OFESSIO� REGISTERED CIVIL ENGINEER DATE �o q� N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 N ��� 'Po SET MAG NL & FLASH FOR AT A-09-137 AJ SOUND WALL 697 09/08/1 1 w No. PLANS APPROVAL DATE C71662 m Pt. 5001 8.. 0 0 0 N o 1 846561 .879 E. 671 6362.1 30 E I evat i on ° 1 025.534 A-09-1 39 The State of California or its officers or agents � Exp. 12/31 /13 SETS REBAR �W/"AECP LS 4430" PLUG 30' +/- SLY OF RAILS 9 sT CIVIL P shall not be responsible for the accuracy or q TF 100' +/- W LY OF CHERRY 8 " completeness of scanned copies of this plan sheet. OF CALIFO� Pt. 5002 N: 1846574.454 E: 6716783.325 Elevation: 1 027.1 34 SANBAG SET REBAR W/ AECP LS 4430'' PLUG 30 +/- SLY OF RAILS, 1 1 70 W 3RD STREET 300' +/- E'LY OF CHERRY 730 SAN BERNARDINO, CA 92410 3 4 725 6 7 8 g MECHANICS, INC. NOTES g 720 1 2 I-1 �� Line O L I ne 1 7660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY CA 92708 (1) This LOTB sheet was prepared in accordance with the Ca I trans Soil and Rock Logging, Classification and Presentation Manual ( June 2007) . PLAN (2) 2.4" samples were taken using a California Modified Sampler. 1 " = 80' (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs falling a distance of 30'' was used to advance the drive sampler. (4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. "I-10" Line STA. 728+01±9 97LT± +I J ti +I 000 C + oC\j A-09-139 �Q A - 09 -137 EI. +1051.0 ft �� ® +1050 SILTY SAND with GRAVEL SM dense, of Ive-gray, dry, I ittle +1 050 coarse to fine GRAVEL, mostly coarse to fine SAND, little fines, E I . +1045.7 ft Bulk 1 1 ® SILTY SAND (SM): dense, dark brown,dry, few to 12611.41 1 OM CR nonplastic, weak cementation medium coarse fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation +1040 20 1 .4 2 -st OM PA Poor I y graded GRAVEL w I th SILT and SAND GP -GM : med I um dense, 37 2.4 2 OM UW DS Poorly graded SAND with SILT and GRAVEL SP -SM medium dense, +1040 o' olive-ggray dry, 58% coarse to fine GRAVEL 37% coarse to fine b: olive -gray, dry,Iittle coarse to fine SAND, few 'fines, nes, nonp I ast i c, fine GRAVEL, mostly coarse to weak cementation SAND 5% fines nonplastic, weak cementation 150/6''12.41 3 :;:; 0 19 1.4 3 OM Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, o l i ve-gray, dry, I i tt I e coarse to fine GRAVEL, mostly coarse to +1030 58 1 .4 4 ,: OM fine SAND, few f i nes, nonplastic, I ast i c, weak cementation 61 2.4 4 No recovey +1030 REF/5'12.4F5 No recovey REF/6 1.4 5 OM Poorly graded SAND with SILT and GRAVEL SP -SM very dense, X. olive -gray, dry, little coarse to 'fines, fine GRAVEL, mostly coarse to +1 020 50/6 1.4 6 Poorly, SAND GRAVEL SP dense, -gray, REF/5 2.4 6 OM fine SAND few nes non Iastic weak cementation +1 020 '_'OM graded with very olive Poorly, graded SAND with GRAVEL SP e very dense, olive -gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, m +trace fines, nonpIastic, weak cementation Terminated at El. 1020.6 ft trace fines, nonpIastic, weak cementation m REF/4 2.4T-7-7---- No recovey Dri I led on 9/29/2009 < �- Hammer Energy Ratio (ER i =75%) > Terminated at El. 1015.4 ft Groundwater not Encountered During Drilling --i zo +1 01 0 Dri I led on 9/28/2009 +1 01 0 0 -- Hammer Energy Ratio (ER i =75%) z < Groundwater not Encountered During Drilling > LU +1000 I_,_, +1000 +990 +990 +980 +980 +970 +970 PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 40' +960 +960 Stationing along ''I-10'' Line 721+00 723+00 725+00 727+00 729+00 731+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED FOR THE STATE OF CALIFORNIA S. Pirathiviraj BRIDGE NO. S W - 1 0 DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 09/24/09 to 09/30/09 DEPARTMENT OF TRANSPORTATION 13.2 L 0 G O F T E S T BORINGS 3 OF 6 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 CU 08224 EA 468001 DISREGARD PRINTS BEARING EARLIER REVISION DATES � REVISION DATES SHEET OF 03/ 10 07/ 10 0/ /i 7102/01/12 10 13 FILE => $REQUEST w 0 w 0 J EL W a w Q EO 0 LU 0 a - LU a 0 CL w V) I in BENCHMARKS POST MILES No SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT SHEETS N 08 SBd 10 12.3/14.1 399 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) A-09-140 Vertical control based on NAVD-88 (NGS NAVD88) SOUND WALL 6978�� 4 02/01/12 FESS] P t 1010 REGISTERED CIVIL ENGINEER DATE o Quo °"Vq� . N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 A-09-141 SET MAG NL & FLASH FOR AT s.PIRATHIVIRAJ z 8" 09/08/11 l NO. C71662 M Pt. 5001 PLANS APPROVAL DATE N: 1846561 .879 E: 671 6362.1 30 E I evat i on: 1025.534 Exp12/31 /13 . The State of California or its officers or agents SET W/'AECP LS 4430'' PLUG 30' +/- SLY OF RAILS9 REBAR �L sT CIVIL P shall not be respons ib /e for the accuracy or TF 100/ + /- W Y 0 F CHERRY 3 4 7 4 5 completeness of scanned copies of this plan sheet. OF CALIFO�� Pt. 5002 No 1846574.454 Eo 6716783.325 Elevation° 1027.134 3 4 735 6 1 2 1 8 9 740 1 2 "I-10'' Line SANBAG SET REBAR W/'AECP LS 4430'' PLUG 30' +/- S'LY OF RAILS, 1 1 70 W 3RD STREET 300' +/- E'LY OF CHERRY SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. NOTES 7660 NEWHO E STREET, SU E E FOUNTAIN VALLEY CA 92708 (1) This LOTB sheet was prepared in accordance with the Ca I trans Soil and Rock Logging, Classification and Presentation Manual ( June 2007) . PLAN (2) 2.4" samples were taken using a California Modified Sampler. 1 " = 80' (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs falling a distance of 30'' was used to advance the drive sampler. (4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. +I +I J J 67 0 +I N LO 00 O o� +1060 Q _�� A -09 -141 +1060 A-09-140 EI . +1054.50 ft ® Poorly graded SAND with SILT and GRAVEL (SP -SM): medium dense, E I . +1051.20 ft 8SILTY SAND GRAVEL (SM): dry, little -brown dry,I i tt I e coarse to fine GRAVEL, most I y coarse to �ew with olive- ine i fine SAND, fines, nonplastic, weak cementation +1050 Scoarse to fine GRAVEL, mostly coarse to AND, little tt I e f nes, 16 1 .4 1 OM nonplastic, weak cementation 12 1 .4 1 OM Poorly graded SAND with GRAVEL (SP): medium dense, olive -gray, 41 2.4 2 No recovey dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, +1040 17 2.4 2 OM UW DS PP trace fines nonplastic, weak cementation +1040 Lean CLAY with SAND (CL): hrad, olive -gray, moIst, 25% coarse to fine SAND, 75/ fines, low plasticity, PP>4.5 tsfgray 15011.--- 4 3 OM Poor I y graded SAND w I th SILT and GRAVEL SP -SM very dense, to olive -gray, dry, little coarse to fine GRAVEL, mostly 30 1 .4 3 SILTY SAND with GRAVEL (SM): dense, olive -ray, dry, little coarse to fine SAND, few fines, nonpIastic, weak cementation coarse to fine GRAVEL, mostly coarse to eSAND, little fines, 150/6"12.41 4 No recovey +1030— [6812.41 4_,A..' nonplastic, weak cementation OM UW Poorly graded SAND with SILT and GRAVEL SP -SM : dense, olive- +1 030 ay, dry, I i tt I e coarse to fine GRAVEL, mostly coarse to fine END, REF /6 1.4 5 OM Poorly graded SAND with to o I i ve- ra dry, SILT and GRAVEL SP -SM very dense, I i tt I e coarse to fine GRAVEL most I r� r -i few fines non Iastic weak cementation gray 9 y g y9 9 y m 50/5 1.4 5 OMcoarse _; Poor I y graded GRAVEL with SILT and SAND(GP-GM):very dense : �o 45 2.4 6 OM to fine SAND few become medium dense fines nonplastic, weak cementation 9 p 9 D -b o I i ve gray, dry, mostly coarse to fine GRAVEL, some coarse +1020 63 2.4 6 M fine SAND few fines, nonplastic, weak cementation O +1020 o Poorly graded GRAVEL with SAND (GP): dense, olive -gray, dry, Terminated at El. 1023 ft o mostly coarse to fine GRAVEL some coarse to fine SAND, trace Terminated El. 1019.7 ft Drilled on 9/28/2009 z Q at fines, nonp I ast i c, weak cementation Hammer Energy Ratio (ER i =75%) -- > Dri I led on 9/28/2009 Groundwater not Encountered During Drilling Hammer Energy Ratio (ERi=75%) J I� +1010 Groundwater not Encountered During Drilling +1010 +1000 +1000 +990 +990 +980 +980 PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 40' +970 +970 Stationing along ''I-10" Line 734+00 736+00 738+00 740+00 742+00 744+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED FOR THE STATE OF CALIFORNIA S. Pirathiviraj BRIDGE NO. S W - 1 1 DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 09/24/09 to 09/30/09 DEPARTMENT OF TRANSPORTATION 13.2 L 0 G O F T E S T BORINGS 4 OF 6 SIGN OFF DATE ORIGINAL SCALE IN INCHES OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 I 2 3 CU 08224 EA 468001 DISREGARD PRINTS BEARING EARLIER REVISION DATES � REVISION DATES SHEET OF 03/ 105?4110�1171 02/01/12 1 1 13 FILE => $REQUEST w 0 w 0 J EL W a w Q EO 0 LU 0 a - LU a 0 CL w V) I in REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) CEMENTATION Description Criteria Weak Crumb I es or breaks w i th hand I i ng or A I tt I e f i nger pressure. Moderate Crumbles or breaks with considerable Rotary drilled boring f i nger pressure. Strong Will not crumble or break with finger " pressure. BOREHOLE IDENTIFICATION Symbol Hole Type Description s�Ze A Auger Boring s�Ze R Rotary drilled boring Strength (tsf) P Rotary percussion boring (air) " R Rotary drilled diamond core N HD Hand driven (1 -inch soil tube) HA Hand Auger ® D Dynamic Cone Penetration Boring ® CPT Cone Penetration Test (ASTM D 5778-95) r , 0 Other L_J 0025 to 0.50 Penetrated severalinches by and kneading to reach the plastic Iimito The Note: Size in inches. Top Hole E l . Casing driven — Size of Sampler (inches) SPT N -Value (per ASTM 1586-99), P = push sample, or as noted R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE Hole I.D. o 000< 16 11.4 /. 3 'I Description of materia Muw uu --Field & Lab Tests GWS Elev. Date measured Material change Estimated material change Soil/Rock boundary Boring Date Terminated at E I ev Hammer Energy Ratio (ERi) _ ROTARY BORING OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheang CONSISTENCY OF COHESIVE SOILS PLASTICITY OF Unconfined Pocket Description Description Compress i ve Penetrometer Torvane Field Approximation Measurement (tsf ) A 1/8 -inch thread cannot be rolled Strength (tsf) Measurement (tsf) Very Soft < 0025 < 0.25 < 0012 Easily penetrated several inches plastic limit. by fist Soft 0025 to 0050 0025 to 0050 0012 to 0025 Easily penetrated several inches The thread cannot be rero I I ed after reaching the plastic Iimito The lump crumbles by thumb Medium Stiff 0.50 to 1.0 0050 to 1.0 0025 to 0.50 Penetrated severalinches by and kneading to reach the plastic Iimito The thread High thumb with moderate effort formed without crumbling when drier than ReadiIy indented by thumb but Stiff 1 to 2 1 to 2 0.50 to 1.0 penetrated only with great effort Very Stiff 2 to 4 2 to 4 1.0 to 2.0 Readily indented by thumbnail Indented by thumbnail with Hard > 400 > 4.0 > 200 difficulty F_ 0 0 U O Top Hole EI o0 0 0 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. Date ensured drop or as noted) P ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: nq/1 5/001 to nc)/25/n01 Top Hole EI No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 202" cone, or as noted) C: 0 4- U O J Hole I.D. NPC 2 E I . 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION So Pirathiviraj PROJECT ENGINEER ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 14.8/15.5 400 624 LE02101112 �oFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ z 09/08/11 No. C71662rn PLANS APPROVAL DATE � The State of California or its officers or agents _�( Exp. 12/31/13 shall not be responsible for the accuracy or %%4 C I V I L �P completeness of scanned copies of this plan sheet. TF OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B FOUNTAIN VALLEY. CA 92708 TOD Hole EI Pressure measured along sleeve friction element (34.88 i n t area) divided by pressure measured on tip element. C: 0 Hole I.D. U Pressure measured on tip element (2033 int area) 6 4 2 0 10 20 30 20 2t0 Friction Ratio (%) Tip Bearing (MPa) Boring Date BRIDGE NO. CONE PENETRATION TEST (CPT) SOUNDING SW -12 POST MILES 15.2 ILOG OF TEST BORINGS 5 OF REVISION DATES SHEET DISREGARD PRINTS BEARING EARLIER REVISION DATES CM103/ 10 05/ 10 10/ 10 01 / 11 02101112 12 CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 LU Q 0 EO I I 0 LU 0 n LU a 0 PLASTICITY OF FINE-GRAINED SOILS Description Criteria Nonp I ast i c A 1/8 -inch thread cannot be rolled at any water content. The thread can barely be rolled and the lump cannot be formed when drier than the Low plastic limit. The thread is easy to roll and not much time is required to reach the plastic limit o Medium The thread cannot be rero I I ed after reaching the plastic Iimito The lump crumbles when drier than the plastic limit. It takes considerable time rolling and kneading to reach the plastic Iimito The thread High can be rero I I ed several times after reaching the plastic Iimito The lump can be formed without crumbling when drier than the plastic limit. F_ 0 0 U O Top Hole EI o0 0 0 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. Date ensured drop or as noted) P ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: nq/1 5/001 to nc)/25/n01 Top Hole EI No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 202" cone, or as noted) C: 0 4- U O J Hole I.D. NPC 2 E I . 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION So Pirathiviraj PROJECT ENGINEER ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 14.8/15.5 400 624 LE02101112 �oFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ z 09/08/11 No. C71662rn PLANS APPROVAL DATE � The State of California or its officers or agents _�( Exp. 12/31/13 shall not be responsible for the accuracy or %%4 C I V I L �P completeness of scanned copies of this plan sheet. TF OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B FOUNTAIN VALLEY. CA 92708 TOD Hole EI Pressure measured along sleeve friction element (34.88 i n t area) divided by pressure measured on tip element. C: 0 Hole I.D. U Pressure measured on tip element (2033 int area) 6 4 2 0 10 20 30 20 2t0 Friction Ratio (%) Tip Bearing (MPa) Boring Date BRIDGE NO. CONE PENETRATION TEST (CPT) SOUNDING SW -12 POST MILES 15.2 ILOG OF TEST BORINGS 5 OF REVISION DATES SHEET DISREGARD PRINTS BEARING EARLIER REVISION DATES CM103/ 10 05/ 10 10/ 10 01 / 11 02101112 12 CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 LU Q 0 EO I I 0 LU 0 n LU a 0 REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) GROUP SYMBOLS AND NAMES Graphic/Symbol Group Names Graphic/Symbol Group Names ® 0® Very loose GRAVEL 0 - 4 Lean CLAY64bWell-graded 5 to GW Little Medium Dense 15 to Lean CLAY with SAND ®®0 Dense Wel 1 -graded GRAVEL with SAND 31 - 50 Lean CLAY with GRAVEL 50 to > 50 CL SANDY lean CLAY o 00 0 o Poorly graded GRAVEL SANDY lean CLAY with GRAVEL 0 00° GP GRAVELLY lean CLAY 0 ° O Poorly graded GRAVEL with SAND GRAVELLY lean CLAY with SAND 0 0 ® ® Well -graded GRAVEL with SILT SILTY CLAY GW -GM SILTY CLAY with SAND ® Wel 1 -graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL ® 0 CL -ML SANDY SILTY CLAY ® ® Wel I - raded GRAVEL with CLAY (or S�LTY CLAY) SANDY SILTY CLAY with GRAVEL ® GW -GC Wel I - raded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY ® (or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND 0 00 & Poorly graded GRAVEL with SILT SILT o c GP -GM SILT with SAND 0 ° Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL ° ML SANDY SILT 00 o Poorlyy ggraded GRAVEL with CLAY (or S JYr CLAY) SANDY SILT with GRAVEL o ° GP -GC Poorly graded GRAVEL with CLAY and GRAVELLY SILT ° ° 0 ° SAND (or SILTY CLAY and SAND) GRAVELLY SILT with SAND ° SILTY GRAVEL ORGANIC lean CLAY GM ORGANIC lean CLAY with SAND o ° ° ° SILTY GRAVEL with SAND ORGANIC lean CLAY with GRAVEL OL SANDY ORGANIC lean CLAY ° CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC GRAVELLY ORGANIC lean CLAY 0 CLAYEY GRAVEL with SAND GRAVELLY ORGANIC lean CLAY with SAND o °ORGANIC � SILTY, CLAYEY GRAVEL SILT GC -GM ORGANIC SILT with SAND O SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° Wel 1 -graded SAND SANDY ORGANIC SILT with GRAVEL o SW GRAVELLY ORGANIC SILT Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND :. Poorly graded SAND Fat CLAY SP Fat CLAY with SAND :. .: Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY ° We I I -graded SAND with SILT SANDY fat CLAY with GRAVEL o SW -SM GRAVELLY fat CLAY Well -graded SAND with SILT and GRAVEL GRAVELLY fat CLAY with SAND Wel I - raded SA D with CLAY Elastic SILT o _ SW SC (or SILTY CLAY Elastic SILT with SAND ° Well - raded SAND with CLA and GRAVEL (or SILTY CLAY and GRAVEL Elastic SILT with GRAVEL °. MH SANDY elastic SILT SANDY elastic SILT with GRAVEL Poorly graded SAND with SILT SP -SM GRAVELLY elastic SILT Poorly graded SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND Poor I yy gqraded SAND with CLAY Jy' ORGANIC fat CLAY SP-SCORGANIC (or S CLAY) fat CLAY with SAND Poor I y graded SAND with CLAY andZ GRAVEL or SILTY CLAY and GRAVEL) ORGANIC fat CLAY with GRAVEL OH SANDY ORGANIC fat CLAY SILTY SAND SANDY ORGANIC fat CLAY with GRAVEL SM GRAVELLY ORGANIC fat CLAY SILTY SAND with GRAVEL GRAVELLY ORGANIC fat CLAY with SAND CLAYEY SAND ORGANIC elastic SILT SC ORGANIC elastic SILT with SAND CLAYEY SAND with GRAVEL ORGANIC elastic SILT with GRAVEL OH SANDY ORGANIC elastic SILT SILTY, CLAYEY SAND SANDY ORGANIC elastic SILT with GRAVEL SC -SM GRAVELLY ORGANIC elastic SILT SILTY, CLAYEY SAND with GRAVEL GRAVELLY ORGANIC elastic SILT with SAND ORGANIC SOIL PT PEAT ORGANIC SOIL with SAND ORGANIC SOIL with GRAVEL ' OL /OH SANDY ORGANIC SOIL 0.. . COBBLES SANDY ORGANIC SOIL with GRAVEL D: COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheung R. J ie FIELD INVESTIGATION BY: DATE: nil/1 5/001 +n n01/25/n01 FIELD AND LABORATORY TESTING C Conso I i dat i on ( ASTM D 24 35 ) CL Col lapse Potential ( ASTM D 5333 ) CP Compaction Curve ( CTM 21 6 ) CR Corros i v i ty Testing (CTM 643, CTM 422, CTM 417) CU Conso I i dated Undra I ned Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) M Moisture Content ( ASTM D 221 6 ) OC Organic Content- % ( ASTM D 2974 ) P Permeability (CTM 220) SParticle Size Analysis (ASTM D 422) PI Plasticity Index (AASHTO T 90) Liquid Limit (AASHTO T 89) PL Point Load Index (ASTM D 5731 PM Pressure Meter PP Pocket Penetrometer R R -Value ( CTM 301 ) SE Sand Equivalent ( CTM 21 7 ) (SG Specific Gravity (AASHTO T 1 00) SL Shrinkage Limit (ASTM D 427) SW Swell Potential (ASTM D 4546) TV Pocket Torvane Unconf I ned Compress i on -So i UC (ASTM D 2166) Unconfined Compress i on -Rock (ASTM D 2938) UU Unconso I I dated Undra i ned Triaxial (ASTM D 2850) UW Unit Weight (ASTM D 4767) VS Vane Shear (AASHTO T 223) PREPARED FOR THE STATE OF CALIFORNIA I so PirathIvIraj PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 14.8/15.5 401 624 02101112 �oFEssjo REGISTERED CIVIL ENGINEER DATE �o e �ql S. PIRATHIVIRAJ z 09/08/11N0. C71662 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. 12/31/13 shall not be responsible for the accuracy or STa CIVIL �P completeness of scanned copies of this plan sheet. TF of CALIFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B FOUNTAIN VALLEY. CA 92708 APPARENT DENSITY OF COHESIONLESS SOILS Description Dry SPT N 60 (B I ows / 12 1 nches ) Very loose Moist 0 - 4 Loose 5 to 5 -10 Little Medium Dense 15 to 11 - 30 Dense 30 to 31 - 50 Very Dense 50 to > 50 MOISTURE Description Criteria Dry Absence of moisture, dusty, dry to the Criteria touch Moist Damp but no visible water Wet Visible free water, usually soil is 5 to below water table PERCENT OR PROPORTION OF SOILS Description > 1211 Criteria Trace Particles are present be less than 5% but estimated to Few Fine 5 to 10% Little No. 10 to No. 4 15 to 25% Some No. 200 to No. 40 30 to 45% Mostly 50 to 100% PARTICLE SIZE Description Size Bou I der > 1211 Cobble 31I to 12" Grave I Coarse 3/4" to 3" Fine No. 4 to 3/4'' Sand Coarse No. 10 to No. 4 Medium No. 40 to No. 10 Fine No. 200 to No. 40 BRIDGE NO. SW -13 POST MILES 15.2 LOG OF TEST BORINGS 6 OF 6 DISREGARD PRINTS BEARING REVISION DATES SHEET OF EARLIER REVISION DATES C- 03/ 10 05/ 10 10/ 10 01 / 11 02/01 /12 1 1 7 13 13 CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 w 0 LU 0 J w LU Q 0 EO 0 LU I- 0 a - LU a 0 fl' r z A Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 402 624 3/9/2011 \_ NQSCgpF LIC SED L NDSCAPE DATE �� X ARCHITECT NO. 2314 APPLICABLE WHEN CIRCLED: NOTE: ABBREVIATIONS: -Quantities shown are Underlined portions of botanical names indicate 9/8/2011 O Signatur "per plant" unless AMEND amendment Min minimum PLANS APPROVAL DATE 12/31 /201 1 shown Lj as ft2 application rates° abbreviations used on planting plans° Renewal Date B & B balled and burlapped NCN no common name 0 - Sufficient t o receive root ball , THE STA TE OF CAL IFORNIA OR ITS OFFICERS �� 3 / 2 2 / 2 01 1 \P Date OR AGENTS SHALL NOT BE RESPONSIBL E FOR q/ 03 - Does not apply to mulch areas. Dia diameter No number of CA�� q _ EA each P k t THE ACCURACY OR COMPLETENESS OF SCANNED F F� As shown On plansa packet COPIES OF THIS PLAN SHEET 5 - Unless otherwise shown on plans. LB pound PLT ESTB planting establishment SANBAG LYNN CAPOUYA9 INC. Oz ounce Pvmt pavement 1170 W 3RD STREET 17992 MITCHELL S. STE 110 ©_See standard detail° Ft foot/feet R/W right of way SAN BERNARDINO, CA 92410 IRVINE, CA 92614 m 0 See Special Provisions° SOFT square feet SF state furnished C ®- See Standard Specifications. Cn n - Spread mulch to 3'' over entire area CY cubic yard TRVD traveled W where plants are to be installed. Max maximum CF cubic feet w cc a 0 PLANT LIST AND PLANTING SPE X 111 71 IV Q PLANT PLANT HOLE SIZE BASIN IRON SOIL COMMERCIAL BASIN PLANTING LIMITS Fr � SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY (INCH) TYPE SULFATE AMEND FERTILIZER MULCH STAKING MINIMUM DISTANCE (FT) FROM ON REMARKS Q GROUP Noo EACH I I O O TRVD PVMT FENCE WALL PAVED EARTH CENTER DIA DEPTH 0 0 PLANTING PLT ESTB 30 WAY DITCH DITCH (FEET) z 1 0+ ACACIA REDOLENS 'DESERT CARPET' PROSTRATE ACACIA NO. I 579 20 20 I 0.25 LB I CF 2 PKT 0.5 LB 2 CF — — 10 10 10 10 12 10 GROUND COVER09 o 2 ';'' BOUGAINVILLEA HELEN JOHNSON NCN NO. 1 47020 20 1 0.25 LB I CF 2 PKT 0.5 LB 2 CF — — 6 6 6 6 8 6 GROUND COVER09 0000000000000 17 0 V 7 7 7 '717 V V 1717 V V A 3 0000000000000° DIETES BICOLOR FORTNIGHT LILY NO. 1 136 20 20 M ° I 0.25 LB I CF 2 PKT 0.5 LB 2 CF — — 3 3 3 3 3 4 SHRUB 9 o °000000000000 > 0000000000000 w m � 0 4 LANTANA MONTEVIDENSIS TRAILING LANTANA N0. 1 430 0 ( I 0.25 LB I CF 2 PKT 0.5 LB 2 CF — 6 6 6 6 8 6 GROUND COVER U 5 ++++++++++++++ NASSELLA TENUISSIMA MEXICAN FEATHER GRASS NO. 1 1,355 20 20 I 0.25 LB I CF 2 PKT 0.5 LB 2 CF 3 3 3 3 5 3 SHRUB 09 ++++++++++++++ ++++++++++++++ a w = ++++++++++++++ U U B 6 AGAVE AMERICANA CENTURY PLANT NO. 5 5720 20 1 0.25 LB I CF 3 PKT 0.5 LB 2 CF — — 15 15 15 15 15 10 SHRUB X 0 6 LB/ 6 LB/ 6 LB/ H 7 CARPOBROTUS EDULIS HOTTENTOT FIG CUTTING 4,650 ® ® — — — — — 6 6 6 6 8 les GROUND COVER 90 � 19000 SF 19000 SF 19000 SF LLI Q 8 CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS 24'' BOX 20 II 1.0 LB 2 CF 6 PKT 2.0 LB 6 CF © 30 — 15 15 15 17 TREE K Q 0 9 JACARANDA MIMOSIFOLIA JACARANDA 24'' BOX 21 20 20 II 1.0 LB 2 CF 6 PKT 2.0 LB 6 CF © 30 — 15 15 15 17 TREE z n v Z 10 PHOENIX DACTYLIFERA DATE PALM 22' FT© 17 70 07 11 2.0 LB 4 CF 8 PKT 2.0 LB 30 — 6 6 6 6 PALM z z z J Q V) LEGEND: 0 oz DC ° 000°°o0a°o0OooROCK BLANKET EROSION CONTROL (HYDROSEED): W QXC oa0 PURE LIVE MIN % SEED LBS/ v 2 1/2'' DIA. GRAVEL (MISCELLANEOUS AREAS) BOTANICAL NAME COMMON NAME GERM ACRE of o W ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY 80 1.50 0 z _ VULPIA MICROSTACHYS THREE WEEKS FESCUE 80 8.00 of_ 3/4'' DIA. GRAVEL (MISCELLANEOUS AREAS) � v OC 0 W -- w �. '+ REMOVE Exist TREE V N Q Q - 0 r7 N O w Q - C Z REMOVE Exist PLANT MATERIAL r)00 > _ a ° LLJ LL] o 0 Orrin ~ 00 Z O z 0 0 . J w o J j O a- a a- a - Ln X Q PLANT LIST Q E p o z a) W > I I I .0 I— w In < C L/')PL-1 a� UL (1)J O cnoa USERNAME => sam RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE _> 846800teool odgn Is IN INCHES I � I � I � I UNIT 2232 PROJECT NUMBER & PHASE 0800000744 468-00tcOOLdgn311512012 8-41-03 AM x x x 0 w m un o > w w V w > w w Cr a 0 om w m � Qo �z w u— u J v, w aw = u Fr 0 w CL Q z 0 u z D I z Q z 0 Q 0 n Q U Z z J W z � O x Q I - of o W V) a 2 � V O F- W z D. LJ ''a++ (� V Q LiJ D c Z j > Q ° 0 0 Z O z J w O 0 a- LL Ln Z4 _ x J Q ^ U (D z a) w ^ o 'NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° 1 I I 4 L 655 I IcwJ—————————————— —-IL__I II I -- —- — — — — — —— —11--J x x X x x x h-� ��---—--——-----—-———— 31 I I - x ASPH I , I I � I R /W 0 --- I - / D C/7/-/ l/EL UB NO PLANTING OR IRRIGATION REMOVAL THIS SHEET, INCLUDED FOR INFORMATIONAL PURPOSES ONLY. BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.4136 AM USERNAME =>sam DGN FILE => 846800tf001odgn 1�--Rn - 1 C x ASPH x WB Rte 10 "I-10" LINE 660 OX aq ASPH Dist COUNTY ROUTE POST MILES SHEET ~ Q -J104 ~ SHEETS 08 a . - c t/') 403 U L N cn o 0 - \ w— C;4�� 3/9/2011 VPNDSCgpF BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.4136 AM USERNAME =>sam DGN FILE => 846800tf001odgn 1�--Rn - 1 C x ASPH x WB Rte 10 "I-10" LINE 660 OX aq ASPH Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 403 624 \ w— C;4�� 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE ARCHITECT ��� � �✓� N O o 2314 PLANS APPROVAL DATE ix 1 2/31 /201 1 Renewal Date � THE S TATE OF CALIFORNIA OR ITS OFFICERS 3 122 ORGNTSAL NOE ESPONSIBLE OJDate �Q THE ACCURACY OR COMPLETENEN SS OF SCANED qTF OF CN COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE9 CA 92614 -I I I I I I 1 L EB Rte 10 - SB UB R /W UP R /' — RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES I I I I I I 0 — lw PLANT REMOVAL AND IRRIGATION REMOVAL PLAN PR-1 PROJECT NUMBER & PHASE 0800000744 N Q O � N M rr)00 0 0 w w 00 -J J cl- a - w w a o Z o > Ln LL o' 'NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° x x 0 w m un o > w w V w > w w Cr a 0 om w m 0 �z w u - V) w aw = u n n w w _ 0 R- U F— Q 665 N 7 L ASPH I I I I I I I I I I I I I I I I I I I I II II I I 030 I - /0 C1V,4N 1/EL --———————————— — — — — c- i----———————————— —----- R /W--\ BORDER LAST REVISED 7/2/2010 USERNAME => sam 13/15/2012 9.42.19 AM DGN FILE => 846800tf002 o dgn 670 R /W ASPH CONS "I-1 0" LINE WB Rte 10 THIS PLAN ACCURATE FOR PLANT REMOVAL AND IRRIGATION REMOVAL WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I 4 EB Rte 10 675 Dist w ROUTE x SHEET TOTAL O � TOTAL PROJECT O SHEETS 08 SBd w 12°3/14°1 w x CL Q \ w— C;4�� 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE o ��� � Q W N O o 2314 cl- z n o V Q _ u Q z D Z V LL z z J Q O F- W z z O D. C-) n n w w _ 0 R- U F— Q 665 N 7 L ASPH I I I I I I I I I I I I I I I I I I I I II II I I 030 I - /0 C1V,4N 1/EL --———————————— — — — — c- i----———————————— —----- R /W--\ BORDER LAST REVISED 7/2/2010 USERNAME => sam 13/15/2012 9.42.19 AM DGN FILE => 846800tf002 o dgn 670 R /W ASPH CONS "I-1 0" LINE WB Rte 10 THIS PLAN ACCURATE FOR PLANT REMOVAL AND IRRIGATION REMOVAL WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I 4 EB Rte 10 675 Dist COUNTY ROUTE W SHEET TOTAL z � TOTAL PROJECT O SHEETS 08 SBd 10 12°3/14°1 404 x Q I- \ w— C;4�� 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE ARCHITECT ��� � o W N O o 2314 cl- V _ Q 2 of V O F- W z LJ D. (� ''a++ V Q W D o c a J > Q ° 0 0 Z O z o J w O 0 a- � LL _ x J Q ^ U (D a) ^ z w o Q –J~ F— < . – c t/') U L N cn o a_ n n w w _ 0 R- U F— Q 665 N 7 L ASPH I I I I I I I I I I I I I I I I I I I I II II I I 030 I - /0 C1V,4N 1/EL --———————————— — — — — c- i----———————————— —----- R /W--\ BORDER LAST REVISED 7/2/2010 USERNAME => sam 13/15/2012 9.42.19 AM DGN FILE => 846800tf002 o dgn 670 R /W ASPH CONS "I-1 0" LINE WB Rte 10 THIS PLAN ACCURATE FOR PLANT REMOVAL AND IRRIGATION REMOVAL WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I 4 EB Rte 10 675 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12°3/14°1 404 624 \ w— C;4�� 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE ARCHITECT ��� � �✓� N O o 2314 PLANS APPROVAL DATE ix 1 2/31 /201 1 Renewal Date � THE S TATE OF CALIFORNIA OR ITS OFFICERS 3 122 ORGNTSAL NOE ESPONSIBLE OJDate �Q THE ACCURACY OR COMPLETENEN SS OF SCANED qTF OF CN COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL So STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 I I J— r �(0- "R1" LINE 7 n n w w 0 U Q PLANT REMOVAL AND IRRIGATION REMOVAL PLAN PR -2 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 N Q O co N o � N o0 F,-)00 0 0 w w 00 -J J cl- a - w w a o Z > Ln LL o' x x om w m � Qo �z w =(-D �z u- u JV) w aw = u 'NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° L BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.42.54 AM USERNAME =>sam DGN FILE => 846800tf003odgn DIR- II II II II , II II - IL - - - - THIS PLAN ACCURATE FOR PLANT REMOVAL AND IRRIGATION REMOVAL WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES A 3 A 4 UNIT 2232 Dist w ROUTE x SHEET z O O_ No. SHEETS 08 SBd x 12.3/14.1 Q w 624 EL Q \ W— C;4�� 3/9/2011 VPNDSCgpF oW LIC SED L NDSCAPE DATE ARCHITECT ��� � Q O N O o 2314 z n o 2 Q V u z D Z LL 0 z F- W z z J LJ Q (� ''a++ V z O v 'NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° L BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.42.54 AM USERNAME =>sam DGN FILE => 846800tf003odgn DIR- II II II II , II II - IL - - - - THIS PLAN ACCURATE FOR PLANT REMOVAL AND IRRIGATION REMOVAL WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES A 3 A 4 UNIT 2232 Dist COUNTY ROUTE W SHEET z � O_ No. SHEETS 08 SBd x 12.3/14.1 Q I- 624 \ W— C;4�� 3/9/2011 VPNDSCgpF oW LIC SED L NDSCAPE DATE ARCHITECT ��� � V) N O o 2314 a 2 � V 0 F- W z LJ D. (� ''a++ V Q W D Z C \ J 0 0 z O z o J w O 0 a- Lc) �-,4 LL _ x J Q ^ U (D a) ^ z w o Q J> ~ ~ a . – c t/') U L N cn o 0- 'NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° L BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.42.54 AM USERNAME =>sam DGN FILE => 846800tf003odgn DIR- II II II II , II II - IL - - - - THIS PLAN ACCURATE FOR PLANT REMOVAL AND IRRIGATION REMOVAL WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES A 3 A 4 UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 405 624 \ W— C;4�� 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE ARCHITECT ��� � �✓� N O o 2314 enaT PLANS APPROVAL DATE 01 � 1 2/31 /2201 1 Renewal Date THE S TATE OF CALIFORNIA OR ITS OFFICERS 3/22/2011 OR AGENTS SPALL NOT BE RESPONSIBLE FOR �-1 Date �Q THE ACCURACY OR COMPLETENESSN OF SCANNED OF OF C �� COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA INC. 1170 W 3RD STREET 17992 MITCHELL Se STT 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 ,n iUP RR PLANT REMOVAL AND IRRIGATION REMOVAL PLAN PROJECT NUMBER & PHASE PR -3 0800000744 N Q O Q N Ln \ o0 � N F,-)00 00 wW 0 0 J J cl- a - w w a o Z > Ln LL x x 0 w m un o > w w V w > w w Cr a 0 om W m � Qo �z w =(-D �z u- u J v) w aw = u Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12°3/14°1 SHEET w No. x 406 624 z 0 O x Q w CL Q O W Q O z n o 2 Q V u z D Z LL 0 z F- W z z J LJ Q (� ''a++ V z 0 Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12°3/14°1 SHEET TOTAL No. W 406 624 z � O x Q I- O W V _ a 2 � V 0 F- W z LJ D. (� ''a++ V Q w Q 0 Z c J > Q ° 0 0 Z O z . J w O 0 a- � LL _ x J Q ^ U (D a) ^ z w o Q -J~ F— < . - c t/') U L N cn o a. Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12°3/14°1 SHEET TOTAL No. SHEETS 406 624 NOTE FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, I� I 1 ►�,.,� �-�„�.�-- � ,� ,.,�^ �� SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° NO PLANTING OR IRRIGATION REMOVAL THIS SHEET INCLUDED FOR INFORMATIONAL PURPOSES ONLY. BORDER EAST REVISED 7/2/2010 USERNAME => sam RELATIVE BORDER SCALE 1 3/15/2012 9-43-22 AM DGN FILE => 846800tf004.dgn IS IN INCHES 0 2 3 I i I i I i I UNIT 2232 TE 110 PLANT REMOVAL AND IRRIGATION REMOVAL PLAN PROJECT NUMBER & PHASE PR -4 0800000744 N Q O cv N N � o0 �00 0 0 w w 00 -J J cl- a - w w a o Z o > Ln LL 'NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° x x r-) w m un o > w w V w > w w Cr a 0 om w m � Qo Jz w uu JV) w <w = u BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.44.09 AM 719 f)rAAnkIr- r.,',- -L Tnrr c- DIRT o' USERNAME =>sam DGN FILE => 846800tf005odgn flrAAn\/r r., ` --L -F )r r c" MATCH TO SHEET PP -4 A 5` 6; 1 , _j I L K _ CL CONI \ I \ X —X—x L_ L BOYLE AVE ASPH u— X - THIS PLAN ACCURATE FOR PLANT REMOVAL AND IRRIGATION REMOVAL WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES - — X 80YI E AV1 X - UNIT 2232 Dist w ROUTE x N SHEET TOTAL 0 � TOTAL PROJECT O O SHEETS 08 SBd 10 12.3/14.1 w x C Q F,-)00 \ w— C;4�� 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE of w ARCHITECT ��� � Q O N O o 2314 CI- z n o J Cl- Q u a z D Z V LL z z J a Q O F— F- W z z 0 D. BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.44.09 AM 719 f)rAAnkIr- r.,',- -L Tnrr c- DIRT o' USERNAME =>sam DGN FILE => 846800tf005odgn flrAAn\/r r., ` --L -F )r r c" MATCH TO SHEET PP -4 A 5` 6; 1 , _j I L K _ CL CONI \ I \ X —X—x L_ L BOYLE AVE ASPH u— X - THIS PLAN ACCURATE FOR PLANT REMOVAL AND IRRIGATION REMOVAL WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES - — X 80YI E AV1 X - UNIT 2232 Dist COUNTY ROUTE W N SHEET TOTAL z � TOTAL PROJECT O O SHEETS 08 SBd 10 12.3/14.1 407 x Q H F,-)00 \ w— C;4�� 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE of w ARCHITECT ��� � W N O o 2314 CI- 00 J J Cl- r a 2 � V LL. a O F— F- W z W D. (� ''a++ V Q w Q c Z j > Q ° 0 0 z O z o J w O 0 a- Ln �-,4 LL _ x J Q ^ U o oa Q J> ~ ~ < . - c t/') U L N cn o 0 - BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.44.09 AM 719 f)rAAnkIr- r.,',- -L Tnrr c- DIRT o' USERNAME =>sam DGN FILE => 846800tf005odgn flrAAn\/r r., ` --L -F )r r c" MATCH TO SHEET PP -4 A 5` 6; 1 , _j I L K _ CL CONI \ I \ X —X—x L_ L BOYLE AVE ASPH u— X - THIS PLAN ACCURATE FOR PLANT REMOVAL AND IRRIGATION REMOVAL WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES - — X 80YI E AV1 X - UNIT 2232 Dist COUNTY ROUTE POST MILES N SHEET TOTAL O cc TOTAL PROJECT O No. SHEETS 08 SBd 10 12.3/14.1 407 624 F,-)00 \ w— C;4�� 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE w ARCHITECT ��� � �✓� N O o 2314 00 J PLANS APPROVAL DATE ix 1 2/31 /201 1 Renewal Date � THE S TATE OF CALIFORNIA OR ITS OFFICERS 3 122 OR AGENTS SHALL NOT BE RESPONSIBLE FOR J Date �Q THE ACCURACY OR COMPLETENESSN OF SCANED qTF OF CN COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL So STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 PLANT REMOVAL AND LL] => IRRIGATION REMOVAL PLAN w PROJECT NUMBER & PHASE �n IL o' PR-5 J� O N < O cc N O o0 F,-)00 0 0 w LL] 00 J J Cl- r PLANT REMOVAL AND LL] => IRRIGATION REMOVAL PLAN w PROJECT NUMBER & PHASE �n IL o' PR-5 J� O x x .NOTE*. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° REM, 11 MATCH TO SHEET PP -7 BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.44.53 AM THIS PLAN ACCURATE FOR PLANT REMOVAL AND IRRIGATION REMOVAL WORK ONLY USERNAME => sam0 1 2 3 UNIT 22 32 RELATIVE BORDER SCALE DGN FILE => 846800tf006odgn IS IN INCHES Dist I]-- ROUTE x SHEET z 0 O_ No. SHEETS 08 SBd x 1 2 0 3/1 4 0 1 ~ w 624 Q a u 3/9/2011 �PNDSCApF LICASED NDSCAPE DATE O W Q O NO o 231 4 cn z n o _ Q = � V z D z LL w a z O z W J z Q d w � Q z O � V .NOTE*. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° REM, 11 MATCH TO SHEET PP -7 BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.44.53 AM THIS PLAN ACCURATE FOR PLANT REMOVAL AND IRRIGATION REMOVAL WORK ONLY USERNAME => sam0 1 2 3 UNIT 22 32 RELATIVE BORDER SCALE DGN FILE => 846800tf006odgn IS IN INCHES Dist COUNTY ROUTE Lu SHEET z O_ No. SHEETS 08 SBd x 1 2 0 3/1 4 0 1 ~ 408 624 Q H 3/9/2011 �PNDSCApF LICASED NDSCAPE DATE O W Q- NO o 231 4 cn _ a = � V w a O W z d w � Q � V Q U) w O Z c a 0 o m z O z o J w O O a- � � � w _ x J Q U L� (D E o� jo II w L Q J F— > a•— c t!7 U N N C) a_ .NOTE*. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° REM, 11 MATCH TO SHEET PP -7 BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.44.53 AM THIS PLAN ACCURATE FOR PLANT REMOVAL AND IRRIGATION REMOVAL WORK ONLY USERNAME => sam0 1 2 3 UNIT 22 32 RELATIVE BORDER SCALE DGN FILE => 846800tf006odgn IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 408 624 3/9/2011 �PNDSCApF LICASED NDSCAPE DATE ARCH ITE NO o 231 4 PLANS APPROVAL DATE�ignaTarO 1 2/3 J 1 /201 1 ix Renewal Date THE STATE OF CALIFORNIA OR I TS OFFICERS 3/22/201 D re 1 Q OR AGENTS SHAT L NOT BE RESPONSIBL E FOR THE ACCURACY OR COMPI ETENESS OF SCANNED qTF OF C COPIES OF THIS PLAN SHEET, SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL So STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 NT REMOVAL AND IGATION REMOVAL PLAN 1 '=50/ PROJECT NUMBER & PHASE PR -6 0800000744 N Q N Ln � o0 U-� Q r-) co 0 0 w w 00 —J J cl- a - w w o� z o > Ln w o' J O x x o m >- w m � Qo �z w =(-D u -u V) w aw = u Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12°3/14°1 NOTF: FOR (:nMPI FTF Ri(,HT OF WAY ANF) AC:(,IJRATF A('C:F,�S RATA - SHEET w No. x 409 624 z 0 O x Q w CL Q O W Q O z n o 2 Q V u z D Z `-L 0 z F- W z z J LJ Q w (� ''a++ V z 0 Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12°3/14°1 NOTF: FOR (:nMPI FTF Ri(,HT OF WAY ANF) AC:(,IJRATF A('C:F,�S RATA - SHEET TOTAL No. W 409 624 z � O x Q I- O W V _ a 2 � V 0 F- W z LJ D. (� ''a++ V Q W D 0 Z c j > Q ° 0 0 Z O z . J w O 0 a- � LL _ x J Q ^ U (D a) ^ z w o Q -J~ F— < . - c t/') U L N cn o a. Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12°3/14°1 NOTF: FOR (:nMPI FTF Ri(,HT OF WAY ANF) AC:(,IJRATF A('C:F,�S RATA - SHEET TOTAL No. SHEETS 409 624 BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.45.26 AM INCLUDED FOR INFORMATIONAL PURPOSES ONLY. MATCH TO SHEET PP -6 motile %A r% 1 1%0111 1■16M I v 1 v v r% sm SCALE: 1 ''=50' USERNAME =>sam DGN FILE => 846800tf007.dgn RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE -DTE 1 1 0 .SAN PR -7 0800000744 N Q O � N N � o0 Ln �00 0 0 w w 00 -J J cl- a - w w a o Z o > Ln LL X X 0 w m un o > w w V > w w Cr a 0 om w m 0 Z w :D c3 �z u- u JV) w Qw = u v .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. WA n F - w w O U Q va I w I IX X TF SHEET TOTAL 0 � �P) I I I I I L I — L i r SBd _ r — a- u� QL— w X EL Q �00 'ONC 3/9/2011 \PNDSCgpF LIC SED L NDSCAPE of w ARCHITECT ��� � Q O0 N O o 2314 o z n -J V) cl- r u Q 2 D Z V LL z z J Q 0 F- W z z 0 D. .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. WA n F - w w O U Q va I BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.46.07 AM SBD - 10 0 \ \ /— -J�� X I X a REMOVE Exist. TREES, 0 Approx. 12 TOTAL 0 LL A 12; L 77 CONC I I j - I I 01 - �1 X 7nF\ „ COUNTY I IX W TF SHEET TOTAL O � �P) I I I I I L I — L i r SBd _ r — a- u� QL— I X Q I - �00 'ONC 3/9/2011 \PNDSCgpF LIC SED L NDSCAPE of w ARCHITECT ��� � W N O o 2314 o 00 -J V) cl- r Q 2 of V 0 F- W z LJ D. (� ''a++ V Q W D 0 Z j > Q ° 0 0 z O z . J w O 0 a- Ln '4 LL _ X J Q ^ U O oa Q -J~ F— < . - c t/') U L N cn o a. BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.46.07 AM SBD - 10 0 \ \ /— -J�� X I X a REMOVE Exist. TREES, 0 Approx. 12 TOTAL 0 LL A 12; L 77 CONC I I j - I I 01 - �1 X 7nF\ „ -�, 6 -,�-, — - - - -- - _.� CONC A -1H � % ! )�7� f /7 /7 /r/7 t7 t 7 r r y r i r y r i . �r . t / '- / r/ r/ r i r 6� 8 9 A CL WB Rte 10 4 715 ASPH 710 1 I-1 0" 2 LINE 3 U, i, O 8 EB Rte 102 710 1 2 --- Q 8 g 710 1 2 __ ------ --�-- -- _f-----�--- f-- / -� {f--{---/- - f---/ - - -f-----/---{---/--------/---f-- /------{-- /--{__{---/---{-----{--- f-- /---f --� / -// VHHHHHHHHHHAlb 1-/ 11-/1-IHI-11-IH AHI -11-11-1-1-/1-I 1-�---- Dist COUNTY I IX POST MILES TF SHEET TOTAL zl — 10 I �P) I I I I I L I — L i r SBd _ r — a- u� QL— I 624 ( _ /v\ / I R lW I �00 'ONC 3/9/2011 \PNDSCgpF -�, 6 -,�-, — - - - -- - _.� CONC A -1H � % ! )�7� f /7 /7 /r/7 t7 t 7 r r y r i r y r i . �r . t / '- / r/ r/ r i r 6� 8 9 A CL WB Rte 10 4 715 ASPH 710 1 I-1 0" 2 LINE 3 U, i, O 8 EB Rte 102 710 1 2 --- Q 8 g 710 1 2 __ ------ --�-- -- _f-----�--- f-- / -� {f--{---/- - f---/ - - -f-----/---{---/--------/---f-- /------{-- /--{__{---/---{-----{--- f-- /---f --� / -// VHHHHHHHHHHAlb 1-/ 11-/1-IHI-11-IH AHI -11-11-1-1-/1-I 1-�---- Dist COUNTY ROUTE POST MILES N SHEET TOTAL O � TOTAL PROJECT O No. SHEETS 08 SBd 10 12°3/14°1 410 624 �00 3/9/2011 \PNDSCgpF LIC SED L NDSCAPE DATE w ARCHITECT ��� � �✓� N O o 2314 00 -J PLANS APPROVAL DATE T2/31/2011 Renewal Date THE S TA TE OF CAL IFORNI14 OR I TS OFFICERS 3/22/2011 OR AGENTS SHAL L NOT BE RESPONSIBL E FOR �i Date �Q THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF C A\\F COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 X SAN BERNARDINO9 CA 92410 IRVINE CA 92614 /- / 0 C1114NNEZ ----------------------- o ------------- DIRT PILES THIS PLAN ACCURATE FOR PLANT REMOVAL AND IRRIGATION REMOVAL WORK ONLY USERNAME =>sam 0 1 2 3 RELATIVE BORDER SCALE UNIT 2232 DGN FILE => 846800tf008.dgn IS IN INCHES I I I 0 C, PLANT REMOVAL AND LL] => IRRIGATION REMOVAL PLAN w PROJECT NUMBER & PHASE LL Ln o' PR-8 J � O N Q O � N O � o0 � c9 �00 0 0 w ,_,_, 00 -J J cl- r PLANT REMOVAL AND LL] => IRRIGATION REMOVAL PLAN w PROJECT NUMBER & PHASE LL Ln o' PR-8 J � O x x I W m COUNTY ROUTE w m TOTAL W � Q� o No. �z w SBd z n 411 u� u Ju� w aw = ARCHITECT �✓ u z x 0 � 9/8/2011 � Signotur �n PLANS APPROVAL DATE 1 2/31 /201 1 .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° 2� 5 WASHINGTON Dr 6 7 I I I I � i I I I I I II -x- F- 0 0 x 1 I U J ASPH - � I N I x —7—XT-- �I > I X I J 01 CONC Q I // p I // -/TANK = w 'I x x n I O ', J CONC I o I I I - I X I X I I 1-------I x Dist COUNTY ROUTE POST MILES SHEET TOTAL W � CL a No. Q O SBd z n 411 624 Q u 3/9/2011 VPNDSCgpF z ARCHITECT �✓ D z W z 9/8/2011 � Signotur w PLANS APPROVAL DATE 1 2/31 /201 1 z Q J THE STATE OF CAL IFORNIA OR ITS OFFICERS 3 / 2 2 / 2 01 1 �i Date OR AGENTS SHAT L NOT BE RESPONSIBL E FRO�Q qTF cl- THE ACCURACY OR COMPI ETENESS OF SCANNED OF CN COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA, INC. Cl- 1170 W 3RD STREET 17992 MITCHELL S. STT 110 z SAN BERNARDINO, CA 92410 IRVINE, CA 92614 0 a 2 .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° 2� 5 WASHINGTON Dr 6 7 I I I I � i I I I I I II -x- F- 0 0 x 1 I U J ASPH - � I N I x —7—XT-- �I > I X I J 01 CONC Q I // p I // -/TANK = w 'I x x n I O ', J CONC I o I I I - I X I X I I 1-------I x _ CONC J I� II POOL 71 - I0 I CAP I I G --- - -- - I � - CONS y I -/D ClqANNEL - CONIL J ------------------------------- , _------------------ -c%-,7-7 -7-7 =%` / �/` f` 1 - 1 L ti� ti�L `ti `L`♦.`ti`ti�ti�ti`tiL�-♦-��-�ti�ti��-tti�titi�-tititi♦-��-�titi�-��-�ti�♦--tititi�- - - - - - - - - - - - - - - - E ----------------------- N - - - - %� /- ' - / - - �� ♦ i ` ♦ i ` j 1 1 1 1♦ - .♦ 1 -�~ 1 -.� ♦ 1 1 1♦ 1♦ �♦ 1♦ �♦ 1♦ 1♦ 1♦ 1♦ 1♦ 1~ 1♦ - ~ �♦ �~ 1~ �~ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ L ti ti ♦. O � �� �/L�'� Com♦ �♦ �♦ �♦ �♦ �♦ 1♦ .ti♦ ...�♦ ,�♦ ,,,`♦ �♦ 1♦ 1 •-,. -� -� CL w - ASPH F- WB Rte 10 w O — 5 6 7 g 9 cn 3 q 72 O =ASPH 9 720 1 2 "I-10" LINE u 6 7 8 Q EB Rte 10 - rn�l / K/ry _ ------ -- ---f--l---/---f -- ---�-- f ---/---f -------- -- --------,�--- --/-- / --f-----,�-----/---,�-- ---f-- f ---/---f-- ---/---/- HII/ > /> / /HHS-/HHHH-HHHHH�/;�/>�•�-/-HHHH-H f HH����HHHHHHHHHHHIfHI—IHH `/HHHHHHHHHH/ / VIHHHHHHHHHHHHHHHH HHHHHHHHHHH�>�� �iH��i-���i- �������-/-�i�-/ CAP - -- - Dist COUNTY ROUTE POST MILES SHEET TOTAL z � N TOTAL PROJECT No. SHEETS 08 SBd 10 12°3/14°1 411 624 x Q 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE ARCHITECT �✓ I N O . 231 4 0 0 9/8/2011 � Signotur w PLANS APPROVAL DATE 1 2/31 /201 1 Renewal Date W THE STATE OF CAL IFORNIA OR ITS OFFICERS 3 / 2 2 / 2 01 1 �i Date OR AGENTS SHAT L NOT BE RESPONSIBL E FRO�Q qTF cl- THE ACCURACY OR COMPI ETENESS OF SCANNED OF CN COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA, INC. Cl- 1170 W 3RD STREET 17992 MITCHELL S. STT 110 - SAN BERNARDINO, CA 92410 IRVINE, CA 92614 _ CONC J I� II POOL 71 - I0 I CAP I I G --- - -- - I � - CONS y I -/D ClqANNEL - CONIL J ------------------------------- , _------------------ -c%-,7-7 -7-7 =%` / �/` f` 1 - 1 L ti� ti�L `ti `L`♦.`ti`ti�ti�ti`tiL�-♦-��-�ti�ti��-tti�titi�-tititi♦-��-�titi�-��-�ti�♦--tititi�- - - - - - - - - - - - - - - - E ----------------------- N - - - - %� /- ' - / - - �� ♦ i ` ♦ i ` j 1 1 1 1♦ - .♦ 1 -�~ 1 -.� ♦ 1 1 1♦ 1♦ �♦ 1♦ �♦ 1♦ 1♦ 1♦ 1♦ 1♦ 1~ 1♦ - ~ �♦ �~ 1~ �~ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ L ti ti ♦. O � �� �/L�'� Com♦ �♦ �♦ �♦ �♦ �♦ 1♦ .ti♦ ...�♦ ,�♦ ,,,`♦ �♦ 1♦ 1 •-,. -� -� CL w - ASPH F- WB Rte 10 w O — 5 6 7 g 9 cn 3 q 72 O =ASPH 9 720 1 2 "I-10" LINE u 6 7 8 Q EB Rte 10 - rn�l / K/ry _ ------ -- ---f--l---/---f -- ---�-- f ---/---f -------- -- --------,�--- --/-- / --f-----,�-----/---,�-- ---f-- f ---/---f-- ---/---/- HII/ > /> / /HHS-/HHHH-HHHHH�/;�/>�•�-/-HHHH-H f HH����HHHHHHHHHHHIfHI—IHH `/HHHHHHHHHH/ / VIHHHHHHHHHHHHHHHH HHHHHHHHHHH�>�� �iH��i-���i- �������-/-�i�-/ CAP - -- - BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.46-41 AM USERNAME =>sam DGN FILE => 846800tf009.dgn �" -- R /W—/ - --- - - UP RR I— o o x X x ASPH THIS PLAN ACCURATE FOR PLANT REMOVAL AND IRRIGATION REMOVAL WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I UNIT 2232 W N Q z � N -1- O � o0 � c9 x Q H �00 I II 0 0 w LL] o W cl- 00 J Cl- r a 2 o V O W z w D. of V Q W D 0 Z j > Q ° 0 0 Z O �-- z . J w O 0 a- Ln '4 LL _ x J Q ^ U O oa Q J~ F_a . - c t/') U L N cn o a. BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.46-41 AM USERNAME =>sam DGN FILE => 846800tf009.dgn �" -- R /W—/ - --- - - UP RR I— o o x X x ASPH THIS PLAN ACCURATE FOR PLANT REMOVAL AND IRRIGATION REMOVAL WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I UNIT 2232 PLANT REMOVAL AND LL] => IRRIGATION REMOVAL PLAN w PROJECT NUMBER & PHASE LL Ln o' PR-9 J� O N Q O N -1- � o0 � c9 �00 I II 0 0 w LL] 00 J Cl- r PLANT REMOVAL AND LL] => IRRIGATION REMOVAL PLAN w PROJECT NUMBER & PHASE LL Ln o' PR-9 J� O x x 0 w m un o > w w V w > w w Cr a 0 � m w m 0 Q �z w u JV) w aw = u .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° ASI zl X 0 u _ — I - �❑� I 'I X X I I I o I 0�1 0 X I I I X I �I z CONE I X 0 I I I I I X S X Dist w ROUTE x SHEET z 0 O No. SHEETS 08 SBd x 12°3/14°1 Q w 624 E Q 3/9/2011 VPNDSCgpF O W DATE q0 O ��� � Q �✓� N O o 2314 n O_ 2 � V u z D Z LL 0 z F- W z z J LJ Q (� ''a++ V z 0 .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° ASI zl X 0 u _ — I - �❑� I 'I X X I I I o I 0�1 0 X I I I X I �I z CONE I X 0 I I I I I X S X Dist COUNTY ROUTE W SHEET z � O No. SHEETS 08 SBd x 12°3/14°1 Q I- 624 3/9/2011 VPNDSCgpF O W DATE q0 ARCHITECT ��� � �✓� N O o 2314 a 2 � V 0 F- W z LJ D. (� ''a++ V Q w Q 0 Z c j > Q ° 0 0 z O z . J w O 0 a- Lc) �-'4 LL x J Q ^ U (D a) ^ z w o Q J> ~ ~ a . - c t/') U L N cn o a. .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° ASI zl X 0 u _ — I - �❑� I 'I X X I I I o I 0�1 0 X I I I X I �I z CONE I X 0 I I I I I X S X Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12°3/14°1 412 624 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE q0 ARCHITECT ��� � �✓� N O o 2314 enaT PLANS APPROVAL DATE 01 � 1 2/31 /2201 1 Renewal Date THE S TATE OF CALIFORNIA OR ITS OFFICERS 3/22/2011 OR 46Z -1V7-5 SPALL NOT BE RESPONSIBLE FOR �i Date �Q THE ACCURACY OR COMPLETENESSN OF SCANNED OF OF C �� COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE9 CA 92614 �POOL,, X I L JR /W— X — _ --- — — — _-CONI 0 C/H4NtiN,6--Z ✓t` ,.. L fL ti� �L titi ,. ,� it L tti _t ti-' iti -_- -- ------------L- -f�_ __ L ti _ - ------- - - - - -- ------ --------------------------- - ------- --- _--- ---------------- - -------------- �-~ ti ,. L ti ti '1� ✓� ti ti ,- L L Lti t �. �. ti t W11 I 730 4 L 735 WB Rte 10 EB Rte 10 "I-1 0" LINE 740 ---------------------------- L `- `� `�`� `�`� `L `L `L`L0- Cl- ------------------- `�`�`�`ti.L.L`L,`, L L`L`L�L�L`ti`L`L`L,L�L, -:-:- o- 0-- _ BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.47.14 AM —6--'U B 0 USERNAME =>sam DGN FILE => 846800tf010.dgn 0 DIRT 7� 0 1 D I RTC 0 0 THIS PLAN ACCURATE FOR PLANT WORK AND IRRIGATION REMOVAL WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES N Q O Q N � o0 Ln r-- r'-)00 I II 0 0 w w 1-- 00 J J PLANT REMOVAL AND �� IRRIGATION REMOVAL PLAN 1<7— SCALE: 1 "=50' > w Ln o' PR -10 J 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 x x x 0 w m un o > w w V w > w w Cr a 0 om w m � Qo �z w JV) w aw u Fr 0 w w CL Q z 0 u z D I z Q z 0 'NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° ^ U o z � w ^ o 1 I I I IcwJ-------------- - -IL__I II I -- -- - - - - - -- -11--J X X X X X X h-� ��------------------- 31 I I - X ASPH I , I I � I R /W ° ------------------ uB---O- °---- UB 6 NO PLANTING WORK ON THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSES ONLY z O W � POST MILES TOTAL PROJECT SHEET No. Q I - SBd J;~~ of V - - -- - - a . - c O W LIC SED L NDSCAPE U L N cl- X cn o 0 - z Q of - = V L, o ^ U o z � w ^ o 1 I I I IcwJ-------------- - -IL__I II I -- -- - - - - - -- -11--J X X X X X X h-� ��------------------- 31 I I - X ASPH I , I I � I R /W ° ------------------ uB---O- °---- UB 6 NO PLANTING WORK ON THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSES ONLY COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. Q 08 SBd J;~~ 12°3/14°1 1 413 a . - c o 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE U L N �00 ARCHITECT cn o 0 - 0 0 W w ,LL-, z w D. -J J cl- a - (� V Q LiJ D Z c j > Q ° 0 0 Z O �-- z . J w O 0 a- � LL _ x J Q � ^ U o z � w ^ o 1 I I I IcwJ-------------- - -IL__I II I -- -- - - - - - -- -11--J X X X X X X h-� ��------------------- 31 I I - X ASPH I , I I � I R /W ° ------------------ uB---O- °---- UB 6 NO PLANTING WORK ON THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSES ONLY BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.47.46 AM USERNAME =>sam DGN FILE => 846800t11001.dgn I CONC A655 I - D C/1%/l NZ -Z SBD - 10 m X ASPH X WB Rte 10 "I-10" LINE 660 aq ASPH Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. Q 08 SBd J;~~ 12°3/14°1 1 413 a . - c t/') 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE U L N �00 ARCHITECT cn o 0 - 0 0 �✓� w ,LL-, BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.47.46 AM USERNAME =>sam DGN FILE => 846800t11001.dgn I CONC A655 I - D C/1%/l NZ -Z SBD - 10 m X ASPH X WB Rte 10 "I-10" LINE 660 aq ASPH Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 08 SBd 10 12°3/14°1 413 624 \ w— C;4�� 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE �00 ARCHITECT ��� � 0 0 �✓� w ,LL-, N O o 2314 00 PLANS APPROVAL DATE 1 2/31 /201 1 Renewal Date � THE S TATE OF CALIFORNIA OR ITS OFFICERS 3 122 OR AGENTS SHALL NOT BE RESPONSIBLE FOR �i Date �Q THE ACCURACY OR COMPLETENESSN OF SCANNED OF OF C A��F��� COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE9 CA 92614 -I I I I I I ® -w �;- - _ ®- ---------- - - -- - - - �0 1 L 0 -- EB Rte 10� SB---------- - - - - - - - - - - - - - - R /W RELATIVE BORDER SCALE IS IN INCHES m 0 1 2 3 UNIT 2232 I i I i I i I lw PLANTING PLAN 1<LLI =1 SCALE: 1 "=50" PROJECT NUMBER & PHASE z o > Ln w PP -1 ac� 0800000744 IJI O 1 N Q O Q-0 N � � o0 �00 0 0 w ,LL-, 00 -J J cl- a - PLANTING PLAN 1<LLI =1 SCALE: 1 "=50" PROJECT NUMBER & PHASE z o > Ln w PP -1 ac� 0800000744 IJI O 1 x 0 w m un o > w w V w > w w Cr a 0 x 'NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° ^ U (D ^ o a) w 665 o I I I I I I I I I I I I I I ASPH I I 030 I I I I I I I I � II — I - O C11,4N 1/EL — — — — — — — — — — — — — — — — — — co NC _ — — — — — — — — I— — — — — — — — — — — — — — — — — — — — — — R /W —, - - - - - - - - - - - - - - - - - - 0 Ir ASPH CONIC SBD - 10 7 ASPH - NO PLANTING WORK ON THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSES ONLY z COUNTY z o POST MILES SHEET z Q Q TOTAL PROJECT No. SHEETS 08 SBd 10 Q 414 624 (n \ w— C;4�� 3/9/2011 VPNOSCgpF U L N DATE ARCHITECT O cn o a. O � Signotur � 2/31 /201 1 Q Renewal Date THE STATE OF CALIFORNIA OR -1V7-5 U) OR 46Z SPALL NOT BE RESPONSIBLE FOR X THE ACCURACY OR COMPLETENESSN OF SCANNED OF OF I om > SANBAG w m 1170 W 3RD STREET 17992 MITCHELL So STE 110 Q� o �z w =(-D �z u– C-) JV) w aw u C-) x w O w LL] CIL Q Q o z n o Q u z D Z LL z z Q J I z O v W z O � x Q I- Of W 0- V) a _ 2 O V O z W a LJ Of V Q W D c a j > Q ° 0 0 z 0 z o J w O 0 a- � LL _ x J Q ^ U (D ^ o a) w 665 o I I I I I I I I I I I I I I ASPH I I 030 I I I I I I I I � II — I - O C11,4N 1/EL — — — — — — — — — — — — — — — — — — co NC _ — — — — — — — — I— — — — — — — — — — — — — — — — — — — — — — R /W —, - - - - - - - - - - - - - - - - - - 0 Ir ASPH CONIC SBD - 10 7 ASPH - NO PLANTING WORK ON THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSES ONLY z COUNTY ROUTE o POST MILES SHEET TOTAL Q J>~~ TOTAL PROJECT No. SHEETS 08 SBd 10 12°3/14°1 414 624 (n \ w— C;4�� 3/9/2011 VPNOSCgpF U L N DATE ARCHITECT ��� �'✓ cn o a. 9/8/2011 670 R /W BORDER LAST REVISED 7/2/2010 USERNAME => sam RELATIVE BORDER SCALE 11/15/20129.48-21 AM DGN FILE => 846800t i 002 odgn IS IN INCHES 1 UP R ASPH CONS "I-1 0" LINE 0 2 3 I i I I I I I WB Rte 10 EB Rte 10 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12°3/14°1 414 624 \ w— C;4�� 3/9/2011 VPNOSCgpF LIC SED L NDSCAPE DATE ARCHITECT ��� �'✓ �� N O o 231 4 9/8/2011 � Signotur PLANS APPROVAL DATE1 2/31 /201 1 Renewal Date THE STATE OF CALIFORNIA OR -1V7-5 ITS OFFICERS 3 12212011 �i Date OR 46Z SPALL NOT BE RESPONSIBLE FOR X THE ACCURACY OR COMPLETENESSN OF SCANNED OF OF COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL So STE 110 SAN BERNARDINO, CA 924101IRVINE9 CA 92614 7 6 "R1" LINE q 675 6 - –I– �— DIRT H - w w O U Q N Q O N N 00 00 Il �� 0 0 w w 00 --j J a- a - PLANTING PLAN w => w a c:17 - SCALE: 7- SCALEo 1 "=50' UNIT 2232 PROJECT NUMBER & PHASE z o > Ln L> PP -2 a -j O x x m 0 w V) w Cr rr 0 Q U) I � =m w �-o QW �z u� --1 V) aw u x w 0 w EL Q z 0 u z D I z Q z 0 U z z a al 0 m 0 w w Z z J > Q 0 0 Z O z rr- J w O Ow= LL Ln "4 _ x J Q ^ U E o w Q J> < . - c t/') U L N cn o 0- 'NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° 10 q n LL c s L L Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12°3/14°1 415 624 \ W— C;4�� 3/9/2011 VPNOSCgpF LIC SED L NDSCAPE DATE ARCHITECT ��� � �✓� N O o 2314 enaT PLANS APPROVAL DATE 01 � 1 2/31 /2201 1 Renewal Date THE S TATE OF CALIFORNIA OR ITS OFFICERS 3/22/2011 OR 46Z -1V7-5 SPALL NOT BE RESPONSIBLE FOR �-1 Date �Q THE ACCURACY OR COMPLETENESSN OF SCANNED OF OF C �� COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE9 CA 92614 ral NO PLANTING WORK ON THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSES ONLY BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.48.57 AM USERNAME =>sam DGN FILE => 846800ti003.dgn PLANTING SCALE: 1 ''=50' RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE IS IN INCHES I I I I I I PLAN PP -3 0800000744 N < O � N Ln � o0 CO F,-)00 Il �� 0 0 w w 00 -J J w w w w a o Z o > Ln LL x x 0 w m un o > w w V w > w w Cr a 0 N III z rr, z Fr Q z � 0 w � om W m � Qo �z w =(-D �z u- u J v) w aw = u Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12°3/14°1 SHEET w No. x 416 624 z 0 O x Q w CL Q O W Q O z n o 2 Q V u z D Z LL 0 z F- W z z J LJ Q ''a++ V z 0 Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12°3/14°1 SHEET TOTAL No. W 416 624 z � O x Q I- O W V _ a 2 � V 0 F- W z LJ D. ''a++ V Q w Q 0 Z c j > Q ° 0 0 Z O z . J w O 0 a- � LL _ x J Q � ^ U (D a) ^ z w o Q -J F- a . - c t/') U L N cn o a. Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12°3/14°1 SHEET TOTAL No. SHEETS 416 624 NOTE FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, I� I 1 ►�,.,� �-�„�.�-- � ,� ,.,�^ �� SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° NO PLANTING WORK ON THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSES ONLY BORDER LAST REVISED 7/2/2010 USERNAME => sam RELATIVE BORDER SCALE 1 1/1 5/2012 9-49-43 AM DGN FILE => 846800t i 004.dgn IS IN INCHES 0 2 3 I i I i I i I UNIT 2232 PLANTING PLAN SCALE: 1 "=50' PROJECT NUMBER & PHASE ,TE 1 1 0 PP -4 0800000744 N Q N � � o0 �n rn �00 0 0 w w 00 -J J cl- a- wW a o Z o > Ln LL 'NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° x x >- oM w m � Qo Jz w uu JV) w aw = u BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.50.15 AM rr I n n L L c 1 /I- I MA I LH I v D1 . . USERNAME =>sam DGN FILE => 846800ti005.dgn THIS PLAN ACCURATE FOR PLANTING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2232 We Dist w ROUTE x SHEET z 0 O No. SHEETS 08 SBd x 12°3/14°1 Q w 624 E Q \ W— C;4�� 3/9/2011 VPNDSCgpF O W DATE ARCHITECT ��� � Q O N O o 2314 z n o 2 Q V u z D Z LL 0 z F- W z z J LJ Q (� ''a++ V z 0 BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.50.15 AM rr I n n L L c 1 /I- I MA I LH I v D1 . . USERNAME =>sam DGN FILE => 846800ti005.dgn THIS PLAN ACCURATE FOR PLANTING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2232 We Dist COUNTY ROUTE W SHEET z � O No. SHEETS 08 SBd x 12°3/14°1 Q H 624 \ W— C;4�� 3/9/2011 VPNDSCgpF O W DATE ARCHITECT ��� � V) N O o 2314 _ a 2 � V 0 F- W z LJ D. (� ''a++ V Q w Q 0 Z C \ j 0 0 z O z . J w O 0 a- � LL _ x J Q� ^ U (D a) ^ z w o Q -J F- a . - c t/') U L N cn o a. BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.50.15 AM rr I n n L L c 1 /I- I MA I LH I v D1 . . USERNAME =>sam DGN FILE => 846800ti005.dgn THIS PLAN ACCURATE FOR PLANTING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2232 We Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12°3/14°1 417 624 \ W— C;4�� 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE ARCHITECT ��� � �✓� N O o 2314 enaT PLANS APPROVAL DATE 01 � 1 2/31 /2201 1 Renewal Date THE S TATE OF CALIFORNIA OR ITS OFFICERS 3/22/2011 OR 46Z -1V7-5 SPALL NOT BE RESPONSIBLE FOR �-1 Date �Q THE ACCURACY OR COMPLETENESSN OF SCANNED OF OF C �� COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 PLANTING PLAN SCALE: 1 "=50' PROJECT NUMBER & PHASE PP -5 0800000744 N Q O Ln N \ o0 �n O \ Ln �00 0 0 w w 00 -J J cl- a- wW a o Z > Ln LL x x om l� m � Qo �z w :D C3 �z u- u J v, w aw = u U .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° MATCH TO SHEET PP -7 BORDER LAST REVISED 7/2/2010 1 1/15/2012 9-51 -00 AM USERNAME =>sam DGN FILE => 846800ti006.dgn THIS PLAN ACCURATE FOR PLANTING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I 1`I1 l.. I IVIULIrI I UNIT 2232 Dist w ROUTE x SHEET z 0 O No. SHEETS 08 SBd x 12°3/14°1 Q w 624 E Q 3/9/2011 VPNDSCgpF O W DATE ARCHITECT ��� � Q O N O o 2314 z n o 2 Q V '- U u z D Z LL 0 z F- W z z J LJ Q ''a++ V z 0 .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° MATCH TO SHEET PP -7 BORDER LAST REVISED 7/2/2010 1 1/15/2012 9-51 -00 AM USERNAME =>sam DGN FILE => 846800ti006.dgn THIS PLAN ACCURATE FOR PLANTING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I 1`I1 l.. I IVIULIrI I UNIT 2232 Dist COUNTY ROUTE W SHEET z � O No. SHEETS 08 SBd x 12°3/14°1 Q I- 624 3/9/2011 VPNDSCgpF O W DATE ARCHITECT ��� � V N O o 2314 _ a 2 � V 0 F- W z LJ D. ''a++ V Q W D Z c I j > Q ° 0 0 z O z . J w O 0 a- Ln '4 LL _ x J Q � ^ U (D a) ^ z w o Q -J F— a . - c t/') U L N cn o a. .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° MATCH TO SHEET PP -7 BORDER LAST REVISED 7/2/2010 1 1/15/2012 9-51 -00 AM USERNAME =>sam DGN FILE => 846800ti006.dgn THIS PLAN ACCURATE FOR PLANTING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I 1`I1 l.. I IVIULIrI I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12°3/14°1 418 624 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE ARCHITECT ��� � �✓� N O o 2314 enaT PLANS APPROVAL DATE 01 � 1 2/31 /2201 1 Renewal Date THE S TATE OF CALIFORNIA OR ITS OFFICERS 3/22/2011 OR AGENTS SPALL NOT BE RESPONSIBLE FOR �i Date �Q THE ACCURACY OR COMPLETENESSN OF SCANNED OF OF C �� COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE9 CA 92614 )SION CONTROL N Q 00 N O � o0 � o0 �00 0 0 w w 00 --j J a- a - PLANTING PLAN ww a -- =>o Z SCALE: 1 ''=50' > Ln L> D' PP -6 a c� -j 0 PROJECT NUMBER & PHASE 0800000744 x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12°3/14°1 NOTF: FOR (:nMPI FTF Ri(,HT OF WAY ANF) AC:(,IJRATF A('C:Fl�S RATA_ SHEET TOTAL No. SHEETS 419 624 BORDER LAST REVISED 7/2/2010 1 3/15/2012 9-51 -34 AM USERNAME =>sam DGN FILE => 846800ti007.dgn MATCH TO SHEET PP -6 THIS PLAN ACCURATE FOR PLANTING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES SCALE: 1''=50/ UNIT 2232 PROJECT NUMBER & PHASE ,TE 1 1 0 PP - 7 0800000744 N Q O Q N M � o0 � o0 rr) 00 0 0 w w 00 -J J cl- a - w w a o Z o > Ln LL a00 J O w x z 0 0 n, Q I CL Q o W a O V z n o _ Q 2 � U � u z D Z LL Oct z 0 z W J z Q LJ d z V 0 Q Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12°3/14°1 NOTF: FOR (:nMPI FTF Ri(,HT OF WAY ANF) AC:(,IJRATF A('C:Fl�S RATA_ SHEET TOTAL No. SHEETS 419 624 BORDER LAST REVISED 7/2/2010 1 3/15/2012 9-51 -34 AM USERNAME =>sam DGN FILE => 846800ti007.dgn MATCH TO SHEET PP -6 THIS PLAN ACCURATE FOR PLANTING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES SCALE: 1''=50/ UNIT 2232 PROJECT NUMBER & PHASE ,TE 1 1 0 PP - 7 0800000744 N Q O Q N M � o0 � o0 rr) 00 0 0 w w 00 -J J cl- a - w w a o Z o > Ln LL a00 J O Lu z 0 x Q o W V _ a 2 � V Oct 0 W z LJ d (� V Q w O 0 Z c Oct kh > Q ° 0 0 Z O z of . J w o 0 a- Ln Z4 LL _ x J Q ^ U (D a) ^ z w o Q J' ~ ~ . a - c t/') `I U L N cn o a. Dist COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12°3/14°1 NOTF: FOR (:nMPI FTF Ri(,HT OF WAY ANF) AC:(,IJRATF A('C:Fl�S RATA_ SHEET TOTAL No. SHEETS 419 624 BORDER LAST REVISED 7/2/2010 1 3/15/2012 9-51 -34 AM USERNAME =>sam DGN FILE => 846800ti007.dgn MATCH TO SHEET PP -6 THIS PLAN ACCURATE FOR PLANTING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES SCALE: 1''=50/ UNIT 2232 PROJECT NUMBER & PHASE ,TE 1 1 0 PP - 7 0800000744 N Q O Q N M � o0 � o0 rr) 00 0 0 w w 00 -J J cl- a - w w a o Z o > Ln LL a00 J O x x 0 w m un o > w w V w > w w cc a 0 om W m � Qo �z w :D C3 �z u— u JV) w Qw = u v .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. WA n F - w LU O U Q >r n n H- W W O U a Ii BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.52.03 AM USERNAME =>sam DGN FILE => 846800ti008.dgn _ DIRT o 0 THIS PLAN ACCURATE FOR PLANTING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I Dist m ROUTE x N SHEET O O TOTAL PROJECT O No. SHEETS 08 SBd w 12.3/14.1 Q w 624 EL Q �00 3/9/2011 VPNDSCgpF O W DATE w ARCHITECT ��� � Q O N O o 2314 z n O 2 cl- Q V u z D Z LL 0 z F- W z z J LJ Q (� ''a++ V z O .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. WA n F - w LU O U Q >r n n H- W W O U a Ii BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.52.03 AM USERNAME =>sam DGN FILE => 846800ti008.dgn _ DIRT o 0 THIS PLAN ACCURATE FOR PLANTING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I Dist COUNTY ROUTE W N SHEET O � TOTAL PROJECT O No. SHEETS 08 SBd x 12.3/14.1 Q I- 624 \ �00 3/9/2011 VPNDSCgpF O W DATE w ARCHITECT ��� � V N O o 2314 _ a 2 cl- � V 0 F- W z LJ D. (� ''a++ V Q W D Z C \ j LL- > Q ° 0 0 Z O z . J w O O a- Ln '4 _ x J Q � ^ U II (D a) ^ z w o II � Q � Q -J F— a . - c t/') U L N cn o a. .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. WA n F - w LU O U Q >r n n H- W W O U a Ii BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.52.03 AM USERNAME =>sam DGN FILE => 846800ti008.dgn _ DIRT o 0 THIS PLAN ACCURATE FOR PLANTING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I Dist COUNTY ROUTE POST MILES N SHEET TOTAL O TOTAL PROJECT O No. SHEETS 08 SBd 10 12.3/14.1 420 624 \ �00 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE w ARCHITECT ��� � �✓� N O o 2314 00 -J enaT PLANS APPROVAL DATE 01 � 1 2/31 /2201 1 Renewal Date THE S TATE OF CALIFORNIA OR ITS OFFICERS 3/22/2011 OR 46Z -1V7-5 SPALL NOT BE RESPONSIBLE FOR �i Date �Q THE ACCURACY OR COMPLETENESSN OF SCANNED OF OF C �� COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 VIE PLANTING PLANLd LL] c:1 SCALE: 1 ''=50' UNIT 2232 PROJECT NUMBER & PHASE z N I > Ln L> o' PP -8 a 0800000744 N Q O N O \ o0 N Ln \ �00 0 0 w LL] 00 -J J cl- a - PLANTING PLANLd LL] c:1 SCALE: 1 ''=50' UNIT 2232 PROJECT NUMBER & PHASE z N I > Ln L> o' PP -8 a 0800000744 x x I o m '- w m Q0 0 �z w U- J V) lw Qw = u .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° WASHINGTON Dr I \ 25 6 7 8 9_ 1 ASPH _ I ---- I X X X X _L 1 I I �, Q J CONC r 1 / 0IX 1 0_/T NK = X 1 w1 X O 1 J7_ > I I Q X X IQ I I i I J I � � / - M I I CONC - IL) X I 1-- R / W —1 U 10 U X X Dist w ROUTE x N SHEET TOTAL 0 � TOTAL PROJECT a) No. SHEETS 08 SBd 10 12.3/14.1 w 624 CL a J;~~ Q I- 3/9/2011 VPNDSCgpF < . - LIC SED L NDSCAPE DATE q0 o ��� � Q '�✓� V) o N O o 2314 o z I o j Q V u z D z 2 LL z z J Q 0 F_ W z 0 .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° WASHINGTON Dr I \ 25 6 7 8 9_ 1 ASPH _ I ---- I X X X X _L 1 I I �, Q J CONC r 1 / 0IX 1 0_/T NK = X 1 w1 X O 1 J7_ > I I Q X X IQ I I i I J I � � / - M I I CONC - IL) X I 1-- R / W —1 U 10 U X X Dist COUNTY ROUTE POST MILES N SHEET TOTAL z � TOTAL PROJECT a) No. SHEETS 08 SBd 10 12.3/14.1 421 624 Q J;~~ Q I- 3/9/2011 VPNDSCgpF < . - LIC SED L NDSCAPE DATE q0 ARCHITECT ��� � '�✓� V) o N O o 2314 o W 0 PLANS APPROVAL DATE T2/31/2011 Renewal Date THE STATE OF CALIFORNIA OR ITS OFFICERS\,3/22/2011 OR AGENTS SHAT L NOT BE RESPONSIBLE FOR Si Date �Q THE ACCURACY OR COMPI ETENESS OF SCANNED qTF OF C A��F��� COPIES OF THIS PL AN SHEET SANBAG LYNN CAPOUYA, INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 - SAN BERNARDINO, CA 92410 IRVINE, CA 92614 CONC _j - - -- I , 1 POOL_ X z------ o ------------- CONC I� - _------------ - -- 1 - - - - ------ - - - - - - -- --GONG - I- �D C1/iNNEL - - - — — — - - - — — — — — — - — — -- — — — — CONC _ — — — — — — — — — — — X— — — — — — — X — — — — — —■ X ■ — — —�X -- - - - -- ASPH ~I CONC I _-BD - 10 O a- � _ x J Q � ^ U II WB Rte 10 ASPH 9 8 720 1 2 "I-10" LINE A — roNC - ASPH — -- s r_1 NO PLANTING WORK ON THIS SHEET, INCLUDED FOR INFORMATIONAL PURPOSES ONLY W N < z � N a) O \ °o ^ z � w o x Q J;~~ Q I- < . - c t/') w UL N V) o a. o W 0 j V _ a 2 0 F_ W z w D. V Q W D C \ � J kh > Q ° 0 0 Z O z j w O O a- � _ x J Q � ^ U II WB Rte 10 ASPH 9 8 720 1 2 "I-10" LINE A — roNC - ASPH — -- s r_1 NO PLANTING WORK ON THIS SHEET, INCLUDED FOR INFORMATIONAL PURPOSES ONLY EB Rte 10 1 0 X X CONC 725 7 SBD - 1 C' SBD -10 N < (D Ln N a) \ °o ^ z � w o Ln Q J;~~ < . - c t/') w UL N V) o a. 0 0 EB Rte 10 1 0 X X CONC 725 7 SBD - 1 C' SBD -10 PLANTING PLANLd LL] < => SCALE: 1 "=50' z N I > Ln w o' P P —9 a c� USERNAME _> sam RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 ,3/15/2ot2R�52�35AM DGN FILE _> 846800ti009odgn IS IN INCHES � � � N < O Ln N M \ °o � N Ln \ �00 0 0 w LL] 0 0 j PLANTING PLANLd LL] < => SCALE: 1 "=50' z N I > Ln w o' P P —9 a c� USERNAME _> sam RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 ,3/15/2ot2R�52�35AM DGN FILE _> 846800ti009odgn IS IN INCHES � � � Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 422 624 .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE ARCHITECT x NO. 2314 ✓� 9/8/2011 � Signatur PLANS APPROVAL DATE 1 2/31 /201 1 ix Renewal Date THE S TATE OF CALIFORNIA OR ITS OFFICERS 3/22/201 1 OR AGENTS SHALL NOT BE RESPONSIBLE FOR �i Date �Q THE ACCURACY OR COMPLETENESSN OF SCANNED OF OF C A\ -\F COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 � w SAN BERNARDINO, CA 92410 IRVINE9 CA 92614 m un o > w w V)_ w > w I X x X / oz - I ii��lCON C Ld Cr a X �I -LEL x X o J I - - --X-(_ - - X I o O /-POOLS / X - L xy — O I s JR /W — N I I I O X X -- -- � z X I I X 0-1Q ASPH CONCI X O OX __-__--- �----------c--- --- --- CONC- _-------- z ——————————_ ——-——-—— _ - - - - - --/-/O CH,4/><N,6Z - - - -—————————-—-——-----—------ X - - X o-_ - _ -- -- -- ■ ASPH om- LLI o ASPH CONC — Qo- — --- Z w QNB Rte 10 SBD - 10 — u� w CONC 40 1 2 3 4 aw u u n7 - 5 8 �– 4 73 � 6 ..I_ 0LINE .. w 1 2 3 x o w 730 ASPI > -'0NC o - - EB Rte 10 sBu EL a �- >- = CONC ASPH z n Q ASPH --- L� - o Q u z D Z LL z �- )- R /W U R R z J Q I UP RR _ o _ zo o O -o DIRTC ° o x z O Q of W � I - N o CI - a of W 2 V o r'1 (D F- z LJ W D. c (� Q W 0 ''a++ V U) D Z ^ z > 0 0 O z . J w O a - Ln '4 Q z O _ j ° x ^ II J Q U � NO PLANTING WORK ON THIS SHEET, INCLUDED FOR INFORMATIONAL PURPOSE ONLY, BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.53.13 AM USERNAME =>sam DGN FILE => 846800t1010odgn RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES I I I I I I Ii N Q 11 o r'1 N � o0 ^ z Ln w o II L Q Q J;~~ 1 a . - c t/') w U L N cn o a. 00 BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.53.13 AM USERNAME =>sam DGN FILE => 846800t1010odgn RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES I I I I I I LL] PLANTING PLAN 15 => -1 SCALE o 1 "=50' PROJECT NUMBER & PHASE C:) �- z N I > Ln L> PP -10 ac� O 0800000744 7E N Q O r'1 N � o0 Ln r7 Ln �00 0 0 w LL] 00 -J J cl- a - LL] PLANTING PLAN 15 => -1 SCALE o 1 "=50' PROJECT NUMBER & PHASE C:) �- z N I > Ln L> PP -10 ac� O 0800000744 x x 'NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° w W � x ~ ~ 08 0 J> 12.3/14.1 423 a . - c t/) 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE U L N L ~ w cn o a. ::x CL Q N O o 2314 O O --j J Q 0 z n O Q u z D Z LL z z J Q z O 'NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° 0 F— W z D. LJ V Q LiJ D c- 0 Z � � J kh > - Q ° 0 0 Z O z J w O O a- Ln _ x J Q � ^ U o z � w ^ o .n 1 I I L— — — — — — — I IcwJ—————————————— — -IL__I I II I I I --—--—----- —11--J II I—I— —I —— — ----—— — ————�� ISI �`ff --- x x x x� x x x x -- - - - -------- I I ASPH I , I I � I R /W ° L I- D C/1%/lNZZ — -———————— — — — — -- UB --0—°—-_ UB ° ° UB ° UB = ---- -- NO IRRIGATION WORK ON THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSES ONLY. z O W � POST MILES TOTAL PROJECT ~ ~ 08 SBd J> 12.3/14.1 423 a . - c t/) 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE U L N L ~ Xz cn o a. ::x — LI o 0 F— W z D. LJ V Q LiJ D c- 0 Z � � J kh > - Q ° 0 0 Z O z J w O O a- Ln _ x J Q � ^ U o z � w ^ o .n 1 I I L— — — — — — — I IcwJ—————————————— — -IL__I I II I I I --—--—----- —11--J II I—I— —I —— — ----—— — ————�� ISI �`ff --- x x x x� x x x x -- - - - -------- I I ASPH I , I I � I R /W ° L I- D C/1%/lNZZ — -———————— — — — — -- UB --0—°—-_ UB ° ° UB ° UB = ---- -- NO IRRIGATION WORK ON THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSES ONLY. BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.53.46 AM USERNAME =>sam DGN FILE => 846800t1001odgn 655 SB x ASPH x WB Rte 10 "I-10" LINE 660 EB Rte 10 R /W CON' ASPH Dist COUNTY ROUTE POST MILES TOTAL PROJECT ~ ~ 08 SBd J> 12.3/14.1 423 a . - c t/) 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE U L N �00 ARCHITECT cn o a. 0 0 �✓� w ,-L, BORDER LAST REVISED 7/2/2010 1 3/15/2012 9.53.46 AM USERNAME =>sam DGN FILE => 846800t1001odgn 655 SB x ASPH x WB Rte 10 "I-10" LINE 660 EB Rte 10 R /W CON' ASPH Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 08 SBd 10 12.3/14.1 423 624 Ln 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE �00 ARCHITECT ��� � 0 0 �✓� w ,-L, N O o 2314 O O PLANS APPROVAL DATE 1 2/31 /201 1 Renewal Date � THE STATE OF CALIFORNIA OR I TS OFFICERS 3 122 OR AGENTS SHAL L NOT BE RESPONSIBLE FOR �i Date �Q THE ACCURACY OR COMPLETENESSN OF SCANNED OF OF C A��F��� COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE9 CA 92614 I I I I I L 0 m RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES I � I � I � I CV I IRRIGATION PLANLd LL] c:1 SCALE: 1 "=50' PROJECT NUMBER & PHASE 0800000744 z o > Ln w o' P-1 a� N Q O N � � o0 Ln � Ln �00 0 0 w ,-L, O O --j J IRRIGATION PLANLd LL] c:1 SCALE: 1 "=50' PROJECT NUMBER & PHASE 0800000744 z o > Ln w o' P-1 a� 'NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° x x 0 w m un o > w w V w > w w Cr a 0 w m w m � Qo �z w :D C3 u– u V) w aw = u x Q ^ U (D z a) w ^ o 665 ASPH —CONC SBD - 10 ASPH 10 CONC o NO IRRIGATION WORK ON THIS SHEET, INCLUDED FOR INFORMATIONAL PURPOSES ONLY. w ROUTE x SHEET ~ O J> O � 08 a . - c t/') w U L N CL Q x a. a I- 3/9/2011 VPNOSCgpF LIC SED L NDSCAPE � o ��� � Q V N O o 2314 of z n W o u z D Z LL z Q z J V Q z O C-) x Q ^ U (D z a) w ^ o 665 ASPH —CONC SBD - 10 ASPH 10 CONC o NO IRRIGATION WORK ON THIS SHEET, INCLUDED FOR INFORMATIONAL PURPOSES ONLY. COUNTY ROUTE W SHEET ~ z J> O � 08 a . - c t/') 4 24 U L N x a. a I- 3/9/2011 VPNOSCgpF LIC SED L NDSCAPE � ARCHITECT ��� � V N O o 2314 of W o V) Q 2 of V O F- W LJ a F— (� ''a++ V Q � n D c o Z j ° > Q 0 0 z 0 z . J w O 0 a- � LL _ J x Q ^ U (D z a) w ^ o 665 ASPH —CONC SBD - 10 ASPH 10 CONC o NO IRRIGATION WORK ON THIS SHEET, INCLUDED FOR INFORMATIONAL PURPOSES ONLY. BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.54.15 AM USERNAME =>sam DGN FILE => 846800t1002.dgn I I I I I I I I I I I I I I ASPH I I I I I I I I I I – I - /0 CHA/l//1/EL — — — — — — — — — — — — — — — — — — CONC _ — — — — — — — — J I— — — — — — — — — — — — — — — — — — — — — — R /W – D I R I I -- ASPH CONC WB Rte 10 2 "I-10" LINE 3 4 1 670 R/W UP R EB Rte 10 X d 675 DIRT Dist COUNTY ROUTE POST MILES SHEET ~ ~ J> No. 104 08 a . - c t/') 4 24 U L N cn o a. \ w— C;4�� 3/9/2011 VPNOSCgpF BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.54.15 AM USERNAME =>sam DGN FILE => 846800t1002.dgn I I I I I I I I I I I I I I ASPH I I I I I I I I I I – I - /0 CHA/l//1/EL — — — — — — — — — — — — — — — — — — CONC _ — — — — — — — — J I— — — — — — — — — — — — — — — — — — — — — — R /W – D I R I I -- ASPH CONC WB Rte 10 2 "I-10" LINE 3 4 1 670 R/W UP R EB Rte 10 X d 675 DIRT Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 4 24 624 \ w— C;4�� 3/9/2011 VPNOSCgpF LIC SED L NDSCAPE DATE ARCHITECT ��� � �✓� N O o 2314 PLANS APPROVAL DATE 1 2/31 /201 1 Renewal Date � THE STATE OF CALIFORNIA OR ITS OFFICERS 3 122 OR 46Z -1V7-5 SHALL NOT BE RESPONSIBLE FRO�i Date �Q THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CN COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA, INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE9 CA 92614 0 .6 "R1" LINE — ASPH rnNl 7 i Lv Li O U H- a o - II II II II � 1 N Q II o Ln II Ln Ln 00 0 0 w w 00 J J a- a - IRRIGATION PLAN w => w a o 7 - SCALE: 1 "=50' RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE IS IN INCHES I I I I I I 0800000744 z o > Ln L> o' IP -2 a J0 x x 0 w m un o > w w > w w Cr a 0 wm m Q � � Z W v� v J V) w Q w = u U 'NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. x D-- 0 0 ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 08 SBd 10 12.3/14.1 = 425 624 \ w— C;4�� 3/9/2011 VPNOSCgpF LIC SED L NDSCAPE DATE w a ARCHITECT ��� � CL Q U 0 o m 0 z . J w Q O n 0 a- z 0 n Q w x of — u z D z _ LL z o � z Q ~ J U n Q 0 C-) I III II I II I I I I Ll L I I I II r I L ASPH L J — — — — — — — 0 V O R/W - Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 08 SBd 10 12.3/14.1 = 425 624 \ w— C;4�� 3/9/2011 VPNOSCgpF LIC SED L NDSCAPE DATE U) a ARCHITECT ��� � Q �✓� U 0 o m 0 z . J w N 0 . 2314 0 a- LL PLANS APPROVAL DATE ix 1 2/31 /201 1 Renewal Date � THE S TATE OF CALIFORNIA OR ITS OFFICERS 3 122 OR AGENTS SHALL NOT BE RESPONSIBLE FOR Ji Date �Q THE ACCURACY OR COMPLETENEN SS OF SCANED qTF OF CN COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE9 CA 92614 CL - 0 Oo — 0°0 •'%• / 000° - - - 00 0 O OoOo O r ' Z ° (0Q v — 1 O ° 0 000 — O 00000 0000 000 — — — — — — — 0 °O — 1 �` V�� 0 0 0 °- - - o °pCOOO°00000°000000000000 CONC — — 0 ° — — — _ LflAl1/lV� OOo — — — — 8 000 000..... .... ::::• `:.000 — — XO°°0-11 — — l 0 O° °� 0o O ✓UO Cf — — — — — — z _ --- U V 0 ° ° o 000(Q�Oo �0�< :. — - - o O — — 000 0° OOo OD° -- - - - ° o o °G° ° "° °gOoO °0000 °oC��'•' 00 0 0 0000 O 0 O° o 0--( 0000o 00000 00�°0 oo�or:.....:::::::.:.::::::;:::'.:.:•:::::.:.•:'.:.:::::::;.:.::: ASP ° ° °0° ° °Oo�o° °Co�O° °Oo�O° 0000°:.: `.: ..... 0o a °o o° a o0 0° o o OOo oo OOo 000000 Oo o00 00 0000° Ooo o0 000 (.::.:...s:::': °0° o 0 00 ° O °Og° o0O° O °Og° O °Og° O °Og° O °Og° f .:. •. ° °� °0° 000°0�000000000o°000000o°Oo00000000. 8 - -- °OOH 0�00o°OA°o0�°0°00o0o0°Ooo0o0°OooO°OOo°000 °° � 00 00 0 0 � 685 — - --�ASPH - WB Rte 10 — ..A.. LINE SBD - 10 __ ..I_1 0�� LINE _ Eg Rte - 9 680 _ — 685-- °p� 000 000p°�°°/�C ug q o 0000000 00000 �Oo0eo00oOo 5 000° o °00° o o0° 00 o0° 00 o0° a(- 3 a o °00000° 0 ��Oo°0000°O 00 00 O f . .. _ ji 2 IVB R 690 s D - CO C CON( - 690 0 0 00° o0 000 °o ° o o o �oo0 0 000 0 oc -IL-I-- SBO , — 1- � o o o ° °000 o° o° 00 9 ----- 000 0o O o0 000 00 i'R3" LIN 680 2 3 z — � V R/W- o a A T z w W I ° ° 00o.r:.::.... ° (� V O = w 50Oo o � U) a - O x Q j ° U 0 o m 0 z . J w z O 0 a- LL x of — f . .. _ ji 2 IVB R 690 s D - CO C CON( - 690 0 0 00° o0 000 °o ° o o o �oo0 0 000 0 oc -IL-I-- SBO , — 1- � o o o ° °000 o° o° 00 9 ----- 000 0o O o0 000 00 i'R3" LIN 680 2 3 z — � V R/W- o a A T ^ U (D z a) w ^ o Q uj >~'— a . - c t/') i U L N cn o a. NO IRRIGATION WORK ON THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSES ONLY. DIRT —X-X— I X 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — BORDER LAST REVISED 7/2/2010 USERNAME => sam RELATIVE BORDER SCALE 1 1/1 5/2012 9-54-44 AM DGN FILE => 846800t 1003.dgn IS IN INCHES 0 2 3 I i I i I i I z w W a I ° ° 00o.r:.::.... ° (� V Q W D w 50Oo o U) a - O > Q j ° U 0 o m 0 z . J w z O 0 a- LL x J Q ^ U (D z a) w ^ o Q uj >~'— a . - c t/') i U L N cn o a. NO IRRIGATION WORK ON THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSES ONLY. DIRT —X-X— I X 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — BORDER LAST REVISED 7/2/2010 USERNAME => sam RELATIVE BORDER SCALE 1 1/1 5/2012 9-54-44 AM DGN FILE => 846800t 1003.dgn IS IN INCHES 0 2 3 I i I i I i I ASP H — 1 v - - O I ASP H — 1 o 00 0 °O0O�'::;.:::_ ° ° 00o.r:.::.... ° Lf)���°O0o� :.:' ... 5ogo0o0:: O o00 Oo000ooO� �- w 50Oo w U) - O 0 U J � UP RR f UB 0 0 L 0 OUB DIRT —X --X - �/1'jy7J/ N Q O O N -1- Ln n Q �j r,-, 00 1 ^� II �� 0 0 w w 00 --j J a- a - IRRIGATION PLAN Ld LL] a o Z 0 SCALE'. 1''=50' N > Ln w IP -3 u�u 0O UNIT 2232 PROJECT NUMBER & PHASE 0800000744 x x x 0 w m un o > w W V > W w Cr a 0 om w m 0 �z w u - V, w aw = u Fr O CLw a 0 z n a u z =LL Z z z J Q z O C-) 'NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° _ 3 CONC —1 I MATCHT TO SHEET IP -5 CONC X R/W / T ���I _ — — — — � — — — — — — — — _ — — — — — — — Lz/ — — — — �— — L= — — — ;ASPH _ I 4 SLIOVER AV1E5 LINE -------------- -- -------- - - - - - - - --------- --------------- - ASPH-- SLOVER Ave ' I z O u c - x Q _ 3 CONC —1 I MATCHT TO SHEET IP -5 CONC X R/W / T ���I _ — — — — � — — — — — — — — _ — — — — — — — Lz/ — — — — �— — L= — — — ;ASPH _ I 4 SLIOVER AV1E5 LINE -------------- -- -------- - - - - - - - --------- --------------- - ASPH-- SLOVER Ave ' I ^ U (D z a) w ^ o Q qp—J > a . - c t/') 14 U L N cn o 0 - NO IRRIGATION WORK ON THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSES ONLY. BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.55.12 AM USERNAME =>sam DGN FILE => 846800t1004.dgn 1 I I I II 1 I z1 I z O W � c - x Q TOTAL - a of N TOTAL PROJECT No. SHEETS W X 10 0- 4 26 624 w „ 3/9/2011 VP OSCAPF I LIC SED L NDSCAPE DATE ARCHITECT �✓ N O . 2314 0 X (D O w 9/8/2011 z W Renewal Date w D. OR AGENTS SHAT L NOT BE RESPONSIBLE FOR �Q qTF L THE ACCURACY OR COMPI ETENEN SS OF SCANED OF CN -J COPIES OF THIS PLAN SHEET SANBAG of V 1170 W 3RD STREET Q SAN BERNARDINO, CA 92410 IRVINE9 CA 92614 W D c 0 Z I j > Q ° 0 0 O z z . J w 0 a- � O LL _ x J Q ^ U (D z a) w ^ o Q qp—J > a . - c t/') 14 U L N cn o 0 - NO IRRIGATION WORK ON THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSES ONLY. BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.55.12 AM USERNAME =>sam DGN FILE => 846800t1004.dgn 1 I I I II 1 I z1 I I ASPH ' I I of II I I I ASPH x- ASPH I 2 O —- 2 � 2 Dist COUNTY ROUTE POST MILES SHEET TOTAL ------- a N TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 4 26 624 w „ 3/9/2011 VP OSCAPF I LIC SED L NDSCAPE DATE ARCHITECT �✓ N O . 2314 0 X - w 9/8/2011 PLANS APPROVAL DATE 12/31x/2011 Renewal Date THE S TATE OF CALIFORNIA OR ITS OFFICERS 3 1221201 1 J Date I OR AGENTS SHAT L NOT BE RESPONSIBLE FOR �Q qTF L THE ACCURACY OR COMPI ETENEN SS OF SCANED OF CN -J COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. a - 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE9 CA 92614 I ASPH ' I I of II I I I ASPH x- ASPH I 2 O —- 2 � 2 0 CONC 0 —x 7 a� N Q --------- ------- a N � n- w = 0o C) 0 CONC 0 —x 7 IRRIGATION PLANLd LL] <=> c:1 7— SCALE: 1 "=50' RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE IS IN INCHES I I I I I I 0800000744 z o > Ln L> P —4 ac� IJI O 1 N Q O cv N � o0 Ln F,-)00 0 0 w LL] 00 -J J cl- a - IRRIGATION PLANLd LL] <=> c:1 7— SCALE: 1 "=50' RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE IS IN INCHES I I I I I I 0800000744 z o > Ln L> P —4 ac� IJI O 1 'NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° x x m 0 w w n z O U w m w m � Qo Z w =(-D �z u— u J v) w aw = u U BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.55.38 AM Nm— KAATrU Tr) CI -IP -FT iP-F, 1 I I IC 'A' (TYPE A) 12 STA AVAILABLE I 4 STA USED (SEE ELECTRICAL PLAT S) I 1 I 1 1 I 1 I I I USERNAME =>sam DGN FILE => 846800t1005.dgn MATCH TO SHEET IP -4 "i-10" LINE DIRT L J I rr AUVK (SEE LAYOUT SHEETS) 1 11211 G V h L �-x x - ,� 1 " FS 90YLE AVE ASPH BOYLE AV1 1 " R C V M x x - -,x x- 1 '/2" B P A E n — 1 1/211 W - FONTANA WATER COMPANY 909-201-7308 BRENDA FOWLER THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES I I I Dist w ROUTE x N SHEET TOTAL 0 � TOTAL PROJECT M O_ SHEETS 08 SBd 10 12°3/14°1 w x E Q F,-)00 \ W— C;4�� 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE of wW ARCHITECT ��� � Q O N O o 2314 o z n o V) cl-a- Q '- U u Q z D Z V LL z z J Q 0 F- W z 0 a BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.55.38 AM Nm— KAATrU Tr) CI -IP -FT iP-F, 1 I I IC 'A' (TYPE A) 12 STA AVAILABLE I 4 STA USED (SEE ELECTRICAL PLAT S) I 1 I 1 1 I 1 I I I USERNAME =>sam DGN FILE => 846800t1005.dgn MATCH TO SHEET IP -4 "i-10" LINE DIRT L J I rr AUVK (SEE LAYOUT SHEETS) 1 11211 G V h L �-x x - ,� 1 " FS 90YLE AVE ASPH BOYLE AV1 1 " R C V M x x - -,x x- 1 '/2" B P A E n — 1 1/211 W - FONTANA WATER COMPANY 909-201-7308 BRENDA FOWLER THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES I I I Dist COUNTY ROUTE W N SHEET TOTAL z � TOTAL PROJECT M O_ SHEETS 08 SBd 10 12°3/14°1 427 x Q I - F,-)00 \ W— C;4�� 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE of wW ARCHITECT ��� � W N O o 2314 o 00 -JJ V) cl-a- Q 2 of V 0 F- W LJ a (� ''a++ V Q W D c o Z j LL- >� Q ° 0 0 z O z oJw o O a- x J Q ^ U (D a) ^ z w o Q -J F— a . – c t/') U L N cn o a. 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BORDER LAST REVISED 7/2/2010 USERNAME => sam )Ot]006-dgn 3/15/2012 9-56-07 AM DGN FILE => 846800t1006.dgn MATCH TO SHEET IP -7 I1/l�1[1 [9=q 71x�11 IC 'C' ( TYPE A) 40 STA AVAILABLE 36 STA USED 2" WM 2" BPAE 2" RCVM 11/2'' FS 21/211 - 2'' GV - I rr XOVR (SEE LAYOUT SHEETS) 1 1/2'' B V C-15-4-14 �1 1/2 " B V 211211 THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY RELATIVE BORDER SCALE 0 2 IS IN INCHES 3 3'' GV Irr XOVR (SEE LAYOUT SHEETS) UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 428 624 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE ARCHITECT N O o 231 4✓� en(IT PLANS APPROVAL DATE121/31/2011 Renewal Date THE STATE OF CALIFORNIA OR I TS OFFICERS 3/2 2 / 2 01 1 Date OR AGENTS SHALL NOT BE RESPONSIBLE FROCi �Q THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF C A\\F COPIES OF THIS PL AN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE9 CA 92614 2''-C-20-60 1 1/2''-C-21-30 RRIGATION SCALE: 1 ''=50' PROJECT NUMBER & PHASE PLAN 0800000744 IP-6 N Q O � N O � o0 Ln �o0 r'-) 00 0 0 wW 00 -J J wW a o Z N I > w L -n o' NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 , SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° I � I LI Ipi II ASPH (/ III x I II II II I I ,J u LI I �I `j o III 'A\ < III mo > L II ASPH \ IJ II V) J �I w -x x x X- < o �� ��-------/ — — / — — — — — — — — — \ — — _ _ _ — — — a -- �� �� ter— — ' x! I i F'✓ F -'I h 40 1 2 — — 3 -- a �5__ 6 z _ VALLEY Blvd Q _ _ --- - -- - -- - - -- --- �— o x z � 0 U � I om �- LLI m 0 � � I CONC �V) w aw = u x 0 LL] C Q Q O z n o Q u z =LL Z z = J 0 0 Q z 0 W z w O x Q m ASPH � V of O W cl- a 2 � V 0 W z D. w of V Q n 7>< W D c 0 Z j > Q ° 0 0 Z O�-- z J w O 0 a- LL Ln "4 _ x J Q� ^ U (D z a) w ^ o ii L o ~ J ; ~ Q ~ a . - c t/) U L N cn o a. BORDER LAST REVISED 7/2/2010 USERNAME => sam 46800t1007.dgn 3/15/2012 9-56-40 AM DGN FILE => 846800t1007.dgn 1 x MATCH TO SHEET IP -6 THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I Dist COUNTY ROUTE 08 SBd 10 LICMSED L)fNDSCAPE ARCHITECT POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 12°3/14°1 429 624 )/9/2011 DATE i PLANS APPROVAL DATE 1 2/31 /201 1 Renewal Date � THE STATE OF CALIFORNIA OR ITS OFFICERS 3 122 OR AGENTS SPA L NOT BE RESPONSIBL E FRO�i Date �Q THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CN COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE9 CA 92614 — — - -� 50 VALLI BLVD 2 3 ASPH F - - -- OO U ® z ® 01 u x x d x 0--R--9 � � Q x - I Ix I IRRIGATION PLANLd LL] <=> c:1 7— SCALE: 1 ''=50' UNIT 2232 PROJECT NUMBER & PHASE 0800000744 z o > Ln L> P —7 ac� IJI O 1 N Q O 0 N -1- � o0 � c9 Ln F'-)00 0 0 w LL] 00 -J J cl- a - IRRIGATION PLANLd LL] <=> c:1 7— SCALE: 1 ''=50' UNIT 2232 PROJECT NUMBER & PHASE 0800000744 z o > Ln L> P —7 ac� IJI O 1 x 0 w m un o > w w V > w LL] Cr a 0 x .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. I X Qui ��I I I -� 2.. BV � I 1 1/2--C-26-27 - - 1,/2 C 27 26 e i R/W 1''-C-28-7-28 00 - fff�-- #................. a_ (D - I 2'/2 - - - -- O z I Lij POST MILES _ Q � z Ln z 0 In — ° OCC Q F:r;� 08 LLJ00 Ld D80 10 W m:i.:... m 624 :.:::.:' `.:: ...i Q :♦ 3/9/2011 VPNDSCgpF Q wo LIC SED L NDSCAPE U H- C Q ARCHITECT �✓ I X Qui ��I I I -� 2.. BV � I 1 1/2--C-26-27 - - 1,/2 C 27 26 e i R/W 1''-C-28-7-28 00 - fff�-- #................. a_ (D - I 2'/2 - - - -- -------------- 5 I I X E ❑ I L —3— )NC I I X 5 5 5 5 6 � I I I IX >I vI a z – 0 10 1 0l I I 2 B V l II 1 1/211-C-29-48 I L 1 1/2''-C-30-48 Q I UR/ � r� - ----- NammialLwIl imlls ►--� -;. �— .�• ��•� • �I' ,T !r: �. _���� = =moi..' �i� •�•i'�� Dist O I-- I Lij POST MILES _ Q � Ln I Ln z 0 In — ° OCC No. F:r;� 08 LLJ00 Ld D80 10 W m:i.:... m 624 :.:::.:' `.:: ...i ri ri is i' �'� �:� �' ' '�'i► :♦ 3/9/2011 VPNDSCgpF Q wo LIC SED L NDSCAPE U H- C Q ARCHITECT �✓ 775z �Z � 9/8/2011 LL] -----– –_ O PLANS APPROVAL DATE1 :D----1�------------- 2/31 /201 1 W Renewal Date THE STATE OF CALIFORNIA OR -- _ OR AGENTS SHALL NOT BE RESPONSIBLE Ju� w OF SCANNED OF OF COPIES OF THIS PLAN SHEET "A"LINE SANBAG a 0 1170 W 3RD STREET Q 17992 MITCHELL So STE 110 SBD - 10 V Q W D w 0 Z c - x O _ j -------------- 5 I I X E ❑ I L —3— )NC I I X 5 5 5 5 6 � I I I IX >I vI a z – 0 10 1 0l I I 2 B V l II 1 1/211-C-29-48 I L 1 1/2''-C-30-48 Q I UR/ � r� - ----- NammialLwIl imlls ►--� -;. �— .�• ��•� • �I' ,T !r: �. _���� = =moi..' �i� •�•i'�� Dist w w ROUTE POST MILES CIL � Q � Ln I Ln z 0 In — ° OCC No. U 08 LLJ00 Ld D80 10 z ILLz 12.3/14.1 o O 624 z Q J = 3/9/2011 VPNDSCgpF I LIC SED L NDSCAPE U H- C Q ARCHITECT �✓ 775z 0 O 9/8/2011 LL] -------------- 5 I I X E ❑ I L —3— )NC I I X 5 5 5 5 6 � I I I IX >I vI a z – 0 10 1 0l I I 2 B V l II 1 1/211-C-29-48 I L 1 1/2''-C-30-48 Q I UR/ � r� - ----- NammialLwIl imlls ►--� -;. �— .�• ��•� • �I' ,T !r: �. _���� = =moi..' �i� •�•i'�� Dist COUNTY ROUTE POST MILES SHEET TOTAL — Ln N TOTAL PROJECT No. SHEETS 08 SBd 10 Q 12.3/14.1 430 624 � V 3/9/2011 VPNDSCgpF r'-)00 LIC SED L NDSCAPE DATE ARCHITECT �✓ N 0 . 231 4 0 9/8/2011 LL] � Signotur O PLANS APPROVAL DATE1 2/31 /201 1 W Renewal Date THE STATE OF CALIFORNIA OR ITS OFFICERS 3 12212011 �i D°te OR AGENTS SHALL NOT BE RESPONSIBLE FOR X THE ACCURACY OR COMPLETENESSN OF SCANNED OF OF COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA, INC. 1170 W 3RD STREET 17992 MITCHELL So STE 110 SAN BERNARDINO, CA 924101IRVINE9 CA 92614 00 f� FiI � IIIFI I I I I 11 II II I I 1 I �� I II II II 00 00 5 5 - 710_- ---- S—�--——- 5 2 5 �� 5 5 o° ° 3 000 00000 0(w-) 00 0000° o 5 5 �00o�0o°O�oI°0o°o1°0(9(�00 °0o°C�°�° --_- -------- - ----- -- - ---- 5 5 5 5 5 5 5' 7 8 9 _ — CONC WB Rte 10 – — - 71 0 1 "I-1 0" LINE 2 3 4 ASPH n � -------------- 3 SBD - 10 4 705 "g" LINE 6 7oNc EB Rte 10 2 8 9 710 1 r----- is 7 1 0 2 00 ° 00 0° 0 0 00 o00�i0o00�0000�00000 7 ooh° �l (fin' 31�1n °n(ln(� 'o Oo 00 0 61 ° ASPH - -- --- "R5" LINE v z W -_ll O � x �I R Q � —— Of V o BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.57.15 AM 715 A 1 w w O U H- - - DIRT PILES THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY USERNAME => sam RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800t 1008.dgn IS IN INCHES I I I I o W N Q — Ln N Q 2 Ln � V r'-)00 0 0 w LL] O W 00 z -J J w D. V Q W D 0 Z c j > - Q ° 0 0 z O z . J w O O a - Ln Z4 _ x J Q � ^ U II (D a) ^ z w o Q -J F— (n U L N cn o a. BORDER LAST REVISED 7/2/2010 1 1/15/2012 9.57.15 AM 715 A 1 w w O U H- - - DIRT PILES THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY USERNAME => sam RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846800t 1008.dgn IS IN INCHES I I I I IRRIGATION PLANLd LL] <=> c:1 7— SCALE: 1 ''=50' UNIT 2232 PROJECT NUMBER &PHASE 0800000744 z N I > Ln L> P-8 ac� N Q O Ln N Ln r'-)00 0 0 w LL] 00 -J J cl- a - IRRIGATION PLANLd LL] <=> c:1 7— SCALE: 1 ''=50' UNIT 2232 PROJECT NUMBER &PHASE 0800000744 z N I > Ln L> P-8 ac� .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° x 25 u m n o > I X Ldw w > w o x z z a a n _ 0 z � 0 U H- om >_ w m X Q Z w u V, w aw u U x w O rr LL] CL a 0 z n o Q '- U u z D Z LL z z J Q z O I 7 WASHINGTON Dr 6 7 i I I I I I J I I -X II I_ F 19 COUNTY ROUTE W POST MILES SHEET TOTAL z � J> TOTAL PROJECT O SHEETS 08 SBd 1 t/') u 10 x X Q 3/9/2011 XNOSCgpF cn o LIC SED L NDSCAPE DATE v ''✓ NO. 2314 of 9/8/2011 LL] � Signotur o W 2/31 /201 1 Renewal Date THE STATE OF CALIFORNIA OR ITS OFFICERS 3 12212011 �i Date OR 4GENTS SPALL NOT BE RESPONSIBLE FOR X THE ACCURACY OR COMPLETENESSN OF SCANNED OF OF COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYX INC. 1170 W 3RD STREET a 2 of (� 0 W z w D. (� V Q W D 0 Z c j > Q ° 0 0 Z O �-- z . J w O 0 a- Ln '4 LL _ x J Q � ^ U o a) ^ z w o I 7 WASHINGTON Dr 6 7 i I I I I I J I I -X II I_ F 19 j- /Ll) C1/iNNEL X - - 1 ASPH I X 1 4) I X X X X J l I o+ II X CONC 0I - IX STANK X w l X ,� X > I 1z I X X 1 X I � X 1 X J I J t J- CONC I o I r - I 1 X I X AL L Dist COUNTY ROUTE POST MILES SHEET TOTAL U Ln J> TOTAL PROJECT No. SHEETS 08 SBd 1 t/') u 10 624 X j- /Ll) C1/iNNEL X - - 1 ASPH I X 1 4) I X X X X J l I o+ II X CONC 0I - IX STANK X w l X ,� X > I 1z I X X 1 X I � X 1 X J I J t J- CONC I o I r - I 1 X I X AL L Dist COUNTY ROUTE POST MILES SHEET TOTAL ~ Ln J> TOTAL PROJECT No. SHEETS 08 SBd 10 t/') 12.3/14.1 4 31 624 N 3/9/2011 XNOSCgpF cn o LIC SED L NDSCAPE DATE ARCHITECT ''✓ NO. 2314 0 9/8/2011 LL] � Signotur PLANS APPROVAL DATE1 2/31 /201 1 Renewal Date THE STATE OF CALIFORNIA OR ITS OFFICERS 3 12212011 �i Date OR 4GENTS SPALL NOT BE RESPONSIBLE FOR X THE ACCURACY OR COMPLETENESSN OF SCANNED OF OF COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYX INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 924101IRVINE9 CA 92614 CONC — — — J X 11 POOL X -GONG - --- - - - - -_cXr- -- -------------- X ----- X X - - - - - - - - - - - X- ■XX �_ - - - - - _ _ _ _ _ _ _ - WB Rte 10 6 7 8 725 -' "I-10" LINE 3 4 EB Rte 10 X x nTR- •, NO IRR[GATON WORK ON THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSES ONLY. :(D: BORDER LAST REVISED 7/2/2010 USERNAME => sam RELATIVE BORDER SCALE 1 1/1 5/2012 9-57-45 AM DGN FILE => 846800t1009.dgn IS IN INCHES /o 1 X- X ASPH X X 0 2 3 I i I i I i I X O n I— W w 0 U a N Q ~ ~ Ln J> � 104 o0 a . - c t/') U L N cn o a. :(D: BORDER LAST REVISED 7/2/2010 USERNAME => sam RELATIVE BORDER SCALE 1 1/1 5/2012 9-57-45 AM DGN FILE => 846800t1009.dgn IS IN INCHES /o 1 X- X ASPH X X 0 2 3 I i I i I i I X O n I— W w 0 U a IRRIGATION PLANLd LL] <=> c:1 7— SCALE: 1 "=50' UNIT 2232 PROJECT NUMBER & PHASE 0800000744 z o > Ln L> P —9 ac� N Q O Ln N � � o0 Ln r'-)00 0 0 w LL] 00 J cl- a - IRRIGATION PLANLd LL] <=> c:1 7— SCALE: 1 "=50' UNIT 2232 PROJECT NUMBER & PHASE 0800000744 z o > Ln L> P —9 ac� x x 0 w m un o > w w V w > w w cc a 0 om w m � Qo Z LLL u - V, LLI LLI u .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° i I X 1x X1 / 0z I_ l I �U°°r _ I \/ UI L❑, I I X /� J I I X X- _ Im X - 01 I II � X X �I zil Dist w ROUTE x N SHEET z 0 O N No. SHEETS 08 SBd x 12.3/14.1 Q w 624 CIL Q r'-)00 3/9/2011 VPNOSCgpF O W DATE w ARCHITECT ��� � Q 0 N O o 2314 z n a 2 cl- Q V u z D Z LL 0 z F- W z z J LJ Q I (� ''a++ V z 0 .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° i I X 1x X1 / 0z I_ l I �U°°r _ I \/ UI L❑, I I X /� J I I X X- _ Im X - 01 I II � X X �I zil Dist COUNTY ROUTE W N SHEET z � O N No. SHEETS 08 SBd x 12.3/14.1 Q I- 624 r'-)00 3/9/2011 VPNOSCgpF O W DATE w ARCHITECT ��� � V N O o 2314 _ a 2 cl- � V 0 F- W z LJ D. (� ''a++ V Q W D Z c j > Q ° 0 0 Z O z . J w O 0 a- Ln '4 LL _ x J Q � ^ U o � ^ z w o Low Q -J F— a . - c t/') U L N cn o a. .NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° i I X 1x X1 / 0z I_ l I �U°°r _ I \/ UI L❑, I I X /� J I I X X- _ Im X - 01 I II � X X �I zil Dist COUNTY ROUTE POST MILES N SHEET TOTAL O TOTAL PROJECT N No. SHEETS 08 SBd 10 12.3/14.1 4 32 624 r'-)00 3/9/2011 VPNOSCgpF LIC SED L NDSCAPE DATE w ARCHITECT ��� � �✓� N O o 2314 00 -J enaT PLANS APPROVAL DATE 01 � 1 2/31 /2201 1 Renewal Date THE S TATE OF CALIFORNIA OR ITS OFFICERS 3/22/2011 OR 46Z -1V7-5 SPALL NOT BE RESPONSIBLE FOR �i Date �Q THE ACCURACY OR COMPLETENESSN OF SCANNED OF OF C �� COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE9 CA 92614 - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - _ _ _ - -CoNC /-/0 CH,4NN,6Z ASPH ASPH CON -- - - --- --- --WB Rte 10 SBD - 10 NO IRRIGATION WORK ON THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSES ONLY. EB Rte 10 sBu 1 CONIC- - ASPH _--- ------- ------ ASPH L7 0 DIRT D I RTC o a o o — BORDER LAST REVISED 7/2/2010 USERNAME => sam RELATIVE BORDER SCALE 11/15/20129-5823AM DGN FILE => 846800t1010.dgn IS IN INCHES 0 2 3 I i I i I i I � o � UNIT 2232 0 IRRIGATION PLAN 1�LLI =1 SCALE: 1 ''=50" PROJECT NUMBER & PHASE z o > Ln LL IP -10 ac� 0 0800000744 N Q O N N � o0 Ln r'-)00 0 0 w ,L-, 00 -J J cl- a - IRRIGATION PLAN 1�LLI =1 SCALE: 1 ''=50" PROJECT NUMBER & PHASE z o > Ln LL IP -10 ac� 0 0800000744 x x x I om � w m a� o Jz w D U- U J V� w aw = Uo U I]-- 0 0 U9 w w w Q Z 0 Z w z Q z 0 a 0 n a U z SPRINKLER SCHEDULE AUTOMATIC Q VALVE TO BE REMOVED EXISTING AUTOMATIC IRRIGATION PLUS/MINUS 5%20 JF— No. SHEETS 08 < •- c t!7 RISER 433 U N Q5 UJ N C) Q - 3/9/2011 �'NQ CApF ^ LICASED NDSCAPE DATE ARCH ITE NO o 231 DISCHARGE MATERIAL vi CL 00- Z Of a W W 4- W F__ J LL W U_ O V) Z U LU J > _ w W U V) W w z O _ O Z w Ir o ~ LU H - Z a' o_ :2U :2 2 U YW U W Z Z U 2 U ^ LL_v H rr O IIIw O D' '� ^ Z W O p a' Z = w p o_ ~ Q C7 Z w 11 C 7 C� L� J J Z= O U i V) W N Q (If W = U W IV ,— ~ Z O M Z rr W J O DESCRIPTION 0- 0-1 U) Z cn Z V)U x a -- U z _ > U �, x J a_ w V) U Z cn - .� -- Z _ V) Ln J Y REMARK S M w W >- a V)O O _ ~ W a (na ~ 0 a W = (� 0 Z a' W z � m W a_ W � J Q J Q Q � H Q n z z V) O O U Q � N m W >- Q J J Q N �-- w J n Ln 0 O a_ 0 LD x :-9: = a_ a m o o a i– a_ CD V) = w cn x cn 50 A-5 GEAR DRIVEN P 45 - 4.0 - 30-40 - PL %4" - - - - - - - X %4" - X - X - CT DETAILS RSP H5 RISER TYPE IV 5] A-5 GEAR DRIVEN F 45 - 4.0 - 30-40 - PL %4" - - - - - - - X %4" - X - X - CT DETAILS RSP H5 RISER TYPE IV 0 A-7 GEAR DRIVEN P 50 - 10 - 40-50 - PL 1" - - - - - - - X 1" - X - X - CT DETAILS RSP H5 RISER TYPE IV F7 A-7 GEAR DRIVEN F 50 - 10 - 40-50 - PL 1" - - - - - - - X 1" - X - X - CT DETAILS RSP H5 RISER TYPE IV Q B-5 STREAM SPRAY F/P 30 - .8 - 13-18 - PL 1/2" - - - - - - - X 1/2" - X - X - CT DETAILS RSP H5 RISER TYPE IV B-6 POP-UP STREAM SPRAY F/P 30 - .8 - 13-18 - PL 1/2" - - - - - - - X 1/2" - - X - - CT DETAILS RSP H5 RISER TYPE VI Q B-5 STREAM SPRAY F/P 30 - 1.5 - 17-24 - PL 1/2" - - - - - - - X 1/2" - X - X - CT DETAILS RSP H5 RISER TYPE IV B-6 POP-UP STREAM SPRAY F/P 30 - 1.5 - 17-24 - PL 1/2" - - - - - - - X 1/2" - - X - - CT DETAILS RSP H5 RISER TYPE VI • C-2 FLOOD BUBBLER F 30 - .25 - 1.5 - PL 1/2'' - - - - - - - X 1/2" - - X X - CT DETAILS RSP H5 RISER TYPE IV X IN BOX DENOTES REQUIREMENT ABBREVIATIONS APPLICABLE WHEN CIRCLED BELOW: F ful I circle Ft feet/foot P part circle GPM gallons per minute 1 - See Special Provisions. F/P—full/part circle GPH go l l ons per hour 0- If a pressure compensating device is specified, Q quarter circle Adj adjustable the discharge and radii shown reflect its use. T third circle PL plastic 3 - Arc Stop shoII be fitted with a nut and bolt. H half circle B/B brass/bronze TT two third circle B/PL brass/plastic 4 - Vinyl -coated cast iron housing. TO three quarter circle B/B/PL —brass/bronze/plastic 05 - Swing Joints required adjacent to shoulders, CST center strip NPT national pipe thread curbs, sidewalks, and dikes. SST side strip IPS iron pipe size 6 - Unless otherwise shown on plans. EST end strip PS[ pounds per square inch NOTES I. ALL SPRINKLER HEADS, VALVES AND MAINLINE SHOWN NEAR MVP LOCATIONS ARE TO BE INSTALLED OUTSIDE OF THE PAVED MVP AREA. VALVES TO BE INSTALLED AT EXISTING END OF THE MVP. 2. ALL NEW MAINLINE PIPE WHICH HAS A 90 DEGREE CHANGE IN DIRECTION SHALL HAVE (2) 45 ELBOWS. 3. PULL ONE ADDITION CNC WIRE FROM EACH DESIGNATED CONTROLLER TO THE LAST VALVE BOX AT EACH VALVE MANIFOLD (FOR FUTURE USE). W PULL 10 ADDITIONAL CNC WIRE FROM AREA CONTROLLER TO o_ TERMINUS OF MAINLINE (CAPPED) ONLY WHERE SHOWN x '- (FOR FUTURE USE). Q H v NEW VALVE CODE O W Q_ ~ RCV SIZE V IRRIGATION CONTROLLER REMOTE CONTROL VALVE STATION GALLONS PER MINUTE (GPM) � W w a QUANTITY OF SPRINKLERS (TYPE C-2) V XX -X -XX -XX -XX Q co o Z LEGEND J XX -X -XX -XX -XX �X-XXL-� 0 o m z o _J Cl - Ln o X -XXL XX -X -XX ��- x J U F w AUTOMATIC Q VALVE TO BE REMOVED EXISTING AUTOMATIC IRRIGATION SYSTEM TO BE REMOVED JF— No. SHEETS 08 < •- c t!7 433 U N N C) Q - 3/9/2011 �'NQ CApF BORDER LAST REVISED 7/2/2010 n 3/15/2012 9.59.50 AM TREE OR SHRUB BASIN NEW IRRIGATION SYSTEM EXISTING IRRIGATION SYSTEM EXISTING IRRIGATION SYSTEM - WITH NEW VALVE EXISTING AUTOMATIC IRRIGATION VALVE TO BE REMOVED EXISTING AUTOMATIC IRRIGATION SYSTEM TO BE REMOVED USERNAME => sam DGN FILE => 846800tn001adgn SPRINKLER TYPE C-2,Typ TREE OR SHRUB,Typ SYM TREE OR SHRUB BASIN as ' MIN RCV PIPE SIZE (SEE PIPE SIZING CHART) TYPE C-2 SPRINKLER INSTALLATION THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 SYM— (D 0 El El SYM Y4' 1-2 HEAD I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 433 624 3/9/2011 �'NQ CApF LICASED NDSCAPE DATE ARCH ITE NO o 231 PLANS APPROVAL DATE ienaruraJ 1 2/31 /201 1 Renewal Date THE STA TE OF CAL IFORNIA OR ITS OFFICERS f 3/22/2011 Q OR AGENTS SHALL NOT BE RESPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF C COPIES OF THIS PLAN SHEET, SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 LATERAL LINE PIPE SIZING CHART A-5, A-6 SPRINKLER SIZE 1 - 1/4 , 3-4 HEADS 5-6 HEADS A-7, A-8 SPRINKLER SIZE a 7-8 HEADS 19-12 HEADS 2'' 21/2'' HEADS 2 HEADS 13 HEADS 14-5 HEADS 16-8 HEADS 1a B-5, B-6 SPRINKLER - SIZE -1/2" 2" 0-5 HEAD 6-8 HEADS 9-14 HEADS 15-20 HEADS 21-34 HEADS C-2 SPRINKLER SIZE SYM %4" I" I - I/4" 1-1/2" • 0-20 HEADS 1 21-40 HEADS 141-60 HEADS I 61-80 HEADS UNIT 2232 PROJECT NUMBER & PHASE 0800000744 7E N Q E 0 N Ln 1-1 00 U -)CO Ln F,-) cc) 0 0 w 0 0 JJ wW o � z o > LC) w o' J O x x >_ n-) � w m Q� o Jz w D� u— u IV� w aw = uo U No.I 90° E 411 M 211,T PIPE IOTE 1 J V I I L I L 11VL I I\ V V 1 I\ I CVM (SIZE PER PLAN) NOTES' 10 2° BORDER LAST REVISED 7/2/2010 n 3/15/2012 9.59.20 AM 30 rrn\IFn VV\l V LI\1 VV 1 1 \L I.LV I I I FLOW SENSOR (FS) I r r T r n I /� I I n n 1 fl I r C' i . l-- r-. r i-.. r-. r-. .— -- i — ...— �J I I I 1 \_ 1\ I li li J L Y1 U PCC THRUST BLOCKS— (0°2 ff EA) #3 REBAR,Typ ELEVATION f OF 3/1611 STEEL ANGLE _OSURE (TWO PIECE) WIDTH) INT,Typ _D NUT TO BOLT) 9Typ NOTES'. 1° LENGTH = 20'', Min FROM FITTING TO FLOW SENSOR. 20 LENGTH = 1011, Min FROM FLOW SENSOR TO FITTING° 3. VALVE BOX OR BOX EXTENSION WITH 2 SIDE OPENINGS. SEAL OPENINGS WITH Noo30 ASPHALT -SATURATED FELT. ROLLER CONTROL CONDUIT(SIZE PER PLAN) \ / T LINE ( 1 LL I LI I LHIV 3'' X 3/4'' X 1/4'' Galy CHAN 1 /4' HEX HEAD LOCKI THREADED PIPE CAP(68 kg MALL IRON WITH 5/811 HOLE ON TOP) 5/811 X 10'' THREADED 2 3/8'' X 5/8'' SPACER (WELDED TO Galy THREADED FLOOR FL 311 NEL 9Typ NG NUT FABLE ROD ROD) 1 611 ANGE 5/8'' Galy BOLTS WITH EXPANSION ANCHORS D ° O O � D 0 O O • o Q O O p o ° • 0 POLYETHYLENE TAPE,Typ (SEE NOTE 2) 2411 COPPER OR B/B-PVC CONNECTION ° Min GV, WS, FITTINGS AND PIPE SHALL BE SAME SIZE AS SUPPLY LINE SHOWN ON PLANS. ALL METAL PIPE IN CONTACT WITH EARTH AND PCC SHALL BE WRAPPED WITH 2'' WIDE PLASTIC BACKED TAPE, 20 MIL THICK WITH 5/8'' OVERLAP INSTALL 1 SUPPORT FOR 2'' BPA AND 2 SUPPORTS FOR 3'' BPA. BACKFLOW PREVENTER ASSEMBLY IN ENCLOSURE (BPAE) "CITY OF FONTANA ONLY 11 USERNAME => sam DGN FILE => 846800tn002°dgn ADJUSTABLE SUPPORT THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 Dist w ROUTE x TYPE FITTING SHEET z 0 DEAD END O_ No. SHEETS 08 SBd n, 1203/1401 ~ w 624 Q a 3/9/2011 GATE VALVE .� �pNOSCAPF C) W a O =ir viii rir cn z n o �. Q T_ i � U � u VERTICAL z BEND 22.50 (TYPE I ) z w w a z O z w J z a d NOTES'. w w USE #10 REINFORCING BAR WHERE SHOWN ( )-1 � Q z 0 � V u No.I 90° E 411 M 211,T PIPE IOTE 1 J V I I L I L 11VL I I\ V V 1 I\ I CVM (SIZE PER PLAN) NOTES' 10 2° BORDER LAST REVISED 7/2/2010 n 3/15/2012 9.59.20 AM 30 rrn\IFn VV\l V LI\1 VV 1 1 \L I.LV I I I FLOW SENSOR (FS) I r r T r n I /� I I n n 1 fl I r C' i . l-- r-. r i-.. r-. r-. .— -- i — ...— �J I I I 1 \_ 1\ I li li J L Y1 U PCC THRUST BLOCKS— (0°2 ff EA) #3 REBAR,Typ ELEVATION f OF 3/1611 STEEL ANGLE _OSURE (TWO PIECE) WIDTH) INT,Typ _D NUT TO BOLT) 9Typ NOTES'. 1° LENGTH = 20'', Min FROM FITTING TO FLOW SENSOR. 20 LENGTH = 1011, Min FROM FLOW SENSOR TO FITTING° 3. VALVE BOX OR BOX EXTENSION WITH 2 SIDE OPENINGS. SEAL OPENINGS WITH Noo30 ASPHALT -SATURATED FELT. ROLLER CONTROL CONDUIT(SIZE PER PLAN) \ / T LINE ( 1 LL I LI I LHIV 3'' X 3/4'' X 1/4'' Galy CHAN 1 /4' HEX HEAD LOCKI THREADED PIPE CAP(68 kg MALL IRON WITH 5/811 HOLE ON TOP) 5/811 X 10'' THREADED 2 3/8'' X 5/8'' SPACER (WELDED TO Galy THREADED FLOOR FL 311 NEL 9Typ NG NUT FABLE ROD ROD) 1 611 ANGE 5/8'' Galy BOLTS WITH EXPANSION ANCHORS D ° O O � D 0 O O • o Q O O p o ° • 0 POLYETHYLENE TAPE,Typ (SEE NOTE 2) 2411 COPPER OR B/B-PVC CONNECTION ° Min GV, WS, FITTINGS AND PIPE SHALL BE SAME SIZE AS SUPPLY LINE SHOWN ON PLANS. ALL METAL PIPE IN CONTACT WITH EARTH AND PCC SHALL BE WRAPPED WITH 2'' WIDE PLASTIC BACKED TAPE, 20 MIL THICK WITH 5/8'' OVERLAP INSTALL 1 SUPPORT FOR 2'' BPA AND 2 SUPPORTS FOR 3'' BPA. BACKFLOW PREVENTER ASSEMBLY IN ENCLOSURE (BPAE) "CITY OF FONTANA ONLY 11 USERNAME => sam DGN FILE => 846800tn002°dgn ADJUSTABLE SUPPORT THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 Dist COUNTY ROUTE Lu TYPE FITTING SHEET z DEAD END O_ No. SHEETS 08 SBd x 1203/1401 ~ 434 624 Q H 3/9/2011 GATE VALVE .� �pNOSCAPF C) W �!% • Q_ =ir viii rir cn NO° 23149���r �. Q T_ i 45° � V VERTICAL BEND 22.50 (TYPE I ) w a TEE O w z ( TYPE I I ) d NOTES'. M in 1 .06 f� PCC FOR PIPE 1 3/411 AND SMALLER. w USE #10 REINFORCING BAR WHERE SHOWN ( )-1 � Q � V Q 0 w O c Z Q \ J li > Q _j m 0 o z 0 F-- —° ._j w O 0 � � w _ x J Q � U ii L� (D E � n Z W � 11 N Q W J I— � U � N I) C) a_ No.I 90° E 411 M 211,T PIPE IOTE 1 J V I I L I L 11VL I I\ V V 1 I\ I CVM (SIZE PER PLAN) NOTES' 10 2° BORDER LAST REVISED 7/2/2010 n 3/15/2012 9.59.20 AM 30 rrn\IFn VV\l V LI\1 VV 1 1 \L I.LV I I I FLOW SENSOR (FS) I r r T r n I /� I I n n 1 fl I r C' i . l-- r-. r i-.. r-. r-. .— -- i — ...— �J I I I 1 \_ 1\ I li li J L Y1 U PCC THRUST BLOCKS— (0°2 ff EA) #3 REBAR,Typ ELEVATION f OF 3/1611 STEEL ANGLE _OSURE (TWO PIECE) WIDTH) INT,Typ _D NUT TO BOLT) 9Typ NOTES'. 1° LENGTH = 20'', Min FROM FITTING TO FLOW SENSOR. 20 LENGTH = 1011, Min FROM FLOW SENSOR TO FITTING° 3. VALVE BOX OR BOX EXTENSION WITH 2 SIDE OPENINGS. SEAL OPENINGS WITH Noo30 ASPHALT -SATURATED FELT. ROLLER CONTROL CONDUIT(SIZE PER PLAN) \ / T LINE ( 1 LL I LI I LHIV 3'' X 3/4'' X 1/4'' Galy CHAN 1 /4' HEX HEAD LOCKI THREADED PIPE CAP(68 kg MALL IRON WITH 5/811 HOLE ON TOP) 5/811 X 10'' THREADED 2 3/8'' X 5/8'' SPACER (WELDED TO Galy THREADED FLOOR FL 311 NEL 9Typ NG NUT FABLE ROD ROD) 1 611 ANGE 5/8'' Galy BOLTS WITH EXPANSION ANCHORS D ° O O � D 0 O O • o Q O O p o ° • 0 POLYETHYLENE TAPE,Typ (SEE NOTE 2) 2411 COPPER OR B/B-PVC CONNECTION ° Min GV, WS, FITTINGS AND PIPE SHALL BE SAME SIZE AS SUPPLY LINE SHOWN ON PLANS. ALL METAL PIPE IN CONTACT WITH EARTH AND PCC SHALL BE WRAPPED WITH 2'' WIDE PLASTIC BACKED TAPE, 20 MIL THICK WITH 5/8'' OVERLAP INSTALL 1 SUPPORT FOR 2'' BPA AND 2 SUPPORTS FOR 3'' BPA. BACKFLOW PREVENTER ASSEMBLY IN ENCLOSURE (BPAE) "CITY OF FONTANA ONLY 11 USERNAME => sam DGN FILE => 846800tn002°dgn ADJUSTABLE SUPPORT THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 Dist COUNTY ROUTE POST MILES TYPE FITTING SHEET TOTAL DEAD END TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 434 624 3/9/2011 GATE VALVE .� �pNOSCAPF LICASED NDSCAPE DATE �!% • ARCHITECTL =ir viii rir BEND 22050 NO° 23149���r �. PLANS APPROVAL DATE12/31/2011 �IynaTu eu � 1 2/31 /201 1 Renewal Date THE STATE OF CAL IFOP/VIA OR ITS OFFICERS 3 / 2 2 / 2 01 1 OP AGENTS SHAL L NOT BE PESPONSIBL E FOR f� Date �Q THE ACCURACY OP COMPLETENESS OF SCANNED qTF �F COPIES OF THIS PLAN SHEET° SANBAG LYNN CAPOUYA, INC. 1170 W 3RD STREET 17992 MITCHELL So STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 THRUST BLOCK DETAIL INSTALLATION TYPE FITTING INSTALLATION TYPE FITTING DEAD END 90 ELL\..1, GATE VALVE .� 45° �!% • =ir viii rir BEND 22050 1 1 0 25° 45° VERTICAL BEND 22.50 (TYPE I ) ° 1 1 0 2 5 TEE OR 450 VERTICAL BEND 22.50 ( TYPE I I ) 1 1 0 25° NOTES'. M in 1 .06 f� PCC FOR PIPE 1 3/411 AND SMALLER. Min 2 0 1 2 f� PGC FOR PIPE 2'I AND LARGER. USE #10 REINFORCING BAR WHERE SHOWN ( )-1 IRRIGATION UNIT 2232 PROJECT NUMBER & PHASE DETAILS LD -2 0800000744 N Q 0 0 NCV 1�1 °° L, m \ `o" r,-)00 II II 0 0 w w 00 a- a- ww F -- Ll --N I > Lf) Lu � I a 00 J 0 x x x 0 w m un o > w w V w > w w Cr a 0 om > w m � Qo �z w =(-D u—u V) w aw = u U Fr O w CL Q z 0 u z D I z Q z O C-) NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° 91SOYD ROCK BLANKET 73 SOYD GRAVEL (MISCELLANEOUS AREAS) (3/4'' DIA. BURGUNDY) 95 SOYD ROCK BLANKET- BORDER LAST REVISED 7/2/2010 n 3/15/2012 9:59.50 AM USERNAME =>sam DGN FILE => 846800tn003.dgn MINOR CONCRETE CURB, TYP. 1,130 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2" DIA. BURGUNDY) 260 SOYD GRAVEL (MISCELLANEOUS AREAS) (3/4" DIA. BURGUNDY) ►Ammer —I-4—I—� I I ——- I I I- -L -I- W SHEET TOTAL z � TOTAL PROJECT O SHEETS 08 SBd 10 12.3/14.1 4 35 x Q I - \ w— C'-R� 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE of ARCHITECT ��� � W N O o 2314 o V) Q = of v 0 F_ W LJ a F a � V Q � w D c o Z j > Q ° 0 0 z 0 z . J w O 0 a- Ln '4 LL _ x J Q ^ U (D a) ^ z w o Q _j F_ a . - c t/') U L N cn o a. BORDER LAST REVISED 7/2/2010 n 3/15/2012 9:59.50 AM USERNAME =>sam DGN FILE => 846800tn003.dgn MINOR CONCRETE CURB, TYP. 1,130 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2" DIA. BURGUNDY) 260 SOYD GRAVEL (MISCELLANEOUS AREAS) (3/4" DIA. BURGUNDY) ►Ammer —I-4—I—� I I ——- I I I- -L -I- J ..A" LINE 1----2----------- Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 4 35 624 \ w— C'-R� 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE ARCHITECT ��� � �✓� N O o 2314 PLANS APPROVAL DATE T2/31/2011 Renewal Date THE S TA TE OF CAL IFORNIA OR I TS OFFICERS 3/22/201 1 OR AGENTS SHAT L NOT BE RESPONSIBL E FOR ji Date �Q THE ACCURACY OR COMPI ETENESS OF SCANNED qTF COPIES OF THIS PLAN SHEET OF CN SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 ------------------ ------------ " �� ------------------I- 1-10 LINE ---------------------- 1,122 SOYD ROCK BLANKET N E0 386 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2" DIA. BURGUNDY) N \Ln 7233 SOYD GRAVEL (MISCELLANEOUS AREAS) (3/4" DIA. BURGUNDY) I 00 w w 0 0 __jJ a- a - w w LAYOUT —HARDSCAPE PLAN o SCALE.' 1''=50' > w Ln o' LD -3 a� 0 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000744 IS IN INCHES I I I I I I x x x I � m � w m Q� a Jz w D u- u I V, w aw = uo Fr 0 n, w a z 0 u z w z a z 0 u a 0 n Q U z z J NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. W x Q H 1 c V o o -°CQ W -1 - L 3 a = WB Rte 10 BORDER LAST REVISED 7/2/2010 n 3/15/2012 9.00.17 AM 1,322 SOYD ROCK BLANKET 384 SOYD GRAVEL (MISCELLANEOUS AREAS) (3/4'' DIA. BURGUNDY) 262 SOYD GRAVEL (MISCELLANEOUS AREAS) (3/4'' DIA. BURGUNDY) 1,130 SOYD ROCK BLANKET 390 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2'' DIA. BURGUNDY) 692 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2" DIA. BURGUNDY) USERNAME => sam DGN FILE => 846800tn004•dgn 390 SOYD ROCK BLANKET RELATIVE BORDER SCALE IS IN INCHES Dist COUNTY ROUTE oc SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 436 624 0.w 3/9/2011 �pNpSCAPF LICASED L NDSCAPE DATE ARCHITECT � Q NO, 23149���r �. � V Q co w O o Z `` > a m 0 o z O I— Z °Jw o 0 a -Ln x J a U ii L� (D E � N IIjo N Q W J I— F— u U N Lf) C) a_ BORDER LAST REVISED 7/2/2010 n 3/15/2012 9.00.17 AM 1,322 SOYD ROCK BLANKET 384 SOYD GRAVEL (MISCELLANEOUS AREAS) (3/4'' DIA. BURGUNDY) 262 SOYD GRAVEL (MISCELLANEOUS AREAS) (3/4'' DIA. BURGUNDY) 1,130 SOYD ROCK BLANKET 390 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2'' DIA. BURGUNDY) 692 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2" DIA. BURGUNDY) USERNAME => sam DGN FILE => 846800tn004•dgn 390 SOYD ROCK BLANKET RELATIVE BORDER SCALE IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 436 624 3/9/2011 �pNpSCAPF LICASED L NDSCAPE DATE ARCHITECT NO, 23149���r �. PLANS APPROVAL DATE �ienarureu 1 2/31 /201 1 Renewal Date THE STATE OF CAL IFORNIA OR ITS OFFICERS 312212011 OP AGENTS SHALL NOT BE PESPONSIBL E FOR f� Date �Q THE ACCURACY OP COMPLETENESS OF SCANNED OF OF C AV�F��� COPIES OF THIS PLAN SHEET, SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 i OYD GRAVEL (MISCELLANEOUS AREAS) (3/4" DIA. BURGUNDY) altWAIW wj 0 1 2 3 I i I i I i I OO O N LO En L 20 I I I - -I- 4 0 1 IL - - -- —I — 60 i -I- - I - -t -3 r- —I - _ I _i I , I I I I I I - ---120 -I - i 26o CON C ••.i •.' :' ••�•.• •'•. ••��..:. •'• ••L•�: •. •'• t•.:. •. •\•.• •'•. •�\•.:. 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UNIT 2232 I LAYOUT-HARDSCAPE PLAN PROJECT NUMBER & PHASE LD -4 0800000744 N Q O r-- N � o0 L -n O 0 � o0 II l� 00 ww 00 ww F--� Q o� z o N I > Ln Lu � I a 00 J 0 x x z z a a o � = o a U I om w 0 �z w u, w aw = u x D-- 0 w Q Q 0 z n Q z D z z J Q z O W z � 0 x Q I- o W cl- a 2 O V 0 W z D. w V Q w Q C 0 Z � i J > Q ° 0 0 Z O z J w o 0 a- LL In '4 _ x J Q ^ U (D z a) w ^ o -- ~ Q J;~~ U L N (n cn o a. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. CW"W" LINESHINGTON Dry �0 x L— 3 4 Q �l<I I I \ I ° 00 R � jNF 3 1 2 A" LINF 3 Dist COUNTY ROUTE POST MILES SHEET TOTAL � � L TOTAL PROJECT No. SHEETS 08 SBd 10 I 12.3/14.1 4 37 624 3/9/2011 RPNOSCgpF LIC SED L NDSCAPE DATE ARCHITECT �✓ N O . 231 4 9/8/2011 � Signotur PLANS APPROVAL DATE1 2/31 /201 1 Renewal Date THE STATE OF CALIFORNIA OR ITS OFFICERS 3 12212011 �i Date OR AGENTS SHALL NOT BE RESPOVSIBL E FOR X THE ACCURACY OR COMPLETENESSN OF SCANNED OF OF COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STT 110 SAN BERNARDINO, CA 924101IRVINE, CA 92614 15 6 7 A 8 9 2,0 x — � � L � � - x I - II I x �x _O O ONC -x- . 4) x� '6- 4 705 a 149.91' 705 40.12' i N � I X I � x, I Izl - to 1 339 SOYD ROCK BLANKET 446 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2'' DIA. BURGUNDY) 1,276 SOYD ROCK BLANKET ------------- ---------------——-—— -——-—— i -------------- 2 „R5" LINE 3 4 705 6 2 ------------�----------------- i 3 4 705 6�I 7 8 ------------ z a 7 WB Rte 10 EB Rte 10 I I r — I CONC 1 566.95' 710 1 2 0 9 284.34' 528 SOYD ROCK BLANKET MINOR CONCRETE CURB, TYP. 710 1 710 710 1 "R5" LINE "B" LINE 2 f� � � L � � - x I - ------------- ---------------——-—— -——-—— i -------------- 2 „R5" LINE 3 4 705 6 2 ------------�----------------- i 3 4 705 6�I 7 8 ------------ z a 7 WB Rte 10 EB Rte 10 I I r — I CONC 1 566.95' 710 1 2 0 9 284.34' 528 SOYD ROCK BLANKET MINOR CONCRETE CURB, TYP. 710 1 710 710 1 "R5" LINE "B" LINE 2 3 BORDER LAST REVISED 7/2/2010 USERNAME => sam RELATIVE BORDER SCALE n 3/15/2012 9-00-46 AM DGN FILE => 846800tn005.dgn IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 N Q O O N � � o0 � O \ O 0 0 w w 0 0 -J J w w LAYOUT -HARDSCAPE PLAN �_ SCALE.' 1 ''=50' > w Ln LD -5 Q 0 PROJECT NUMBER & PHASE f� � � L 3 BORDER LAST REVISED 7/2/2010 USERNAME => sam RELATIVE BORDER SCALE n 3/15/2012 9-00-46 AM DGN FILE => 846800tn005.dgn IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 N Q O O N � � o0 � O \ O 0 0 w w 0 0 -J J w w LAYOUT -HARDSCAPE PLAN �_ SCALE.' 1 ''=50' > w Ln LD -5 Q 0 PROJECT NUMBER & PHASE x 0 w m un o > w w � w > w w Cr a 0 x NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. z I I I � II I Q => o Q U) I I � I r 1 m m L — — —LLI Q W Z W u U JV) w Q W = L u 0 X � o cc - w CL Q _ X Q 0 0 0 ° O0 z oop ° 0 0 Q 000000 � opo O° O v z D Z wz zJ o�o 0Oo popOo ° °0 OoOo 0°o°0 0°°p0° 0°�oOq,°O° °o Q oc o � 1 v 80 z 0 W 1 "A" LINE z � O x E— Q I- o w"I-10" LINE (2--80 V _ Q 2 Of (� 0 a 680 W n z a w (� V Q U) (_1J Z j > 0 0 Z J w O 0 a- LL Ln �-'4 _ X J Q ^ U O z° °' w • ui ^ o Q c U L N (n 2 2 Dist COUNTY �x POST MILES SHEET TOTAL II I I II 08 I I z LL I 624 \ w— C'-R� 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE 0 ARCHITECT Q N O . 231 4 9/8/2011 z I I I � II I Q => o Q U) I I � I r 1 m m L — — —LLI Q W Z W u U JV) w Q W = L u 0 X � o cc - w CL Q _ X Q 0 0 0 ° O0 z oop ° 0 0 Q 000000 � opo O° O v z D Z wz zJ o�o 0Oo popOo ° °0 OoOo 0°o°0 0°°p0° 0°�oOq,°O° °o Q oc o � 1 v 80 z 0 W 1 "A" LINE z � O x E— Q I- o w"I-10" LINE (2--80 V _ Q 2 Of (� 0 a 680 W n z a w (� V Q U) (_1J Z j > 0 0 Z J w O 0 a- LL Ln �-'4 _ X J Q ^ U O z° °' w • ui ^ o Q c U L N (n 2 2 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 438 624 \ w— C'-R� 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE ARCHITECT �✓ N O . 231 4 9/8/2011 Signotur PLANS APPROVAL DATE1 2/31 /201 1 Renewal Date THE STATE OF CALIFORNIA OR ITS OFFICERS 3 12212011 �i Date OR AGENTS SHALL NOT BE RESPOVSIBL E FOR X THE ACCURACY OR COMPLETENESSN OF SCANNED OF OF COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 924101IRVINE, CA 92614 � I 1,297 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2" DIA. BURGUNDY) 653 SOYD ROCK BLANKET Q 585 SOYD GRAVEL (MISCELLANEOUS AREAS) (3/4" DIA. BURGUNDY) MINOR CONCRETE CURB, TYP. B Ln U 227 SOYD ROCK BLANKET z .:. 1,241 SOYD ROCK BLANKET x'17 0� U 4,451 SOYD ROCK BLANKET O .. ..4.. . :S. S....::: .... wo..... ..... ..... ... .. •`• op oo o0 o O- 0 . 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'.: •....:,: :':'' o o poo 0 0p p0o�0p pCo�oO 6 O o Ooog0o 0 �00 _ J 7Joo, o�J�D(DOLl)(DoogoO ..:.': ::..::.;:.:. ti_. °' OOOgoO000goO000goO0oagoO g 6 9 5 F O OO o000o Soo°o 80000 8 ° �`' :.: pn *O pO p .. O o 0 0 0 0 0 0 0 p .... ..�'': •.... ..... •i!.4. � �.,n�`.. a•o...O .:• .o O.Oo p OOoo�OOopO�O0opo000opo0 pOopO0000o 0 0 00 0 00 0 00 0 00 ::. `: "::':':'... �" '`.:'':' °:....:r:::: ;:::..:..:. 0 00 ° 0 00 ° 0 00 ° 00 ° 0 00 0 0 0 0 0 6 8 5 oop 00 OOo 00 OOo 00 000 00 OOo 00 OOo 04;; : 1. :... p OOo 00 OOo 00 OOo 00 O o °O OOo ° OOo 00 g 0 0 0° pTc�00 pTc�Op OOoyop 0T�00 pT�00 pTc�Oo 0 .: ... :.:. •o p o° p0o�oo pT�00 p c�0o pT� p O nnn nOC1nOn n0 ) n 0 0(-) �ClnOn nO ( r) nOC1nOn nOC1nOn no non noC1n0 nn nOC1nOn nOC1nOn r OC1 2 „B„ LINE 3 ----- _ 2 "R3" LINE 3 -a _L (MISCELLANEOUS AREAS) (2 1/2" DIA. BURGUNDY) .L (MISCELLANEOUS AREAS) (2 1/2" DIA. BURGUNDY)— DIET BORDER LAST REVISED 7/2/2010 USERNAME => sam RELATIVE BORDER SCALE n 3/15/2012 9-01 -19 AM DGN FILE => 846800tn006.dgn IS IN INCHES 0 2 3 I i I i I i I UP RR UB - 0 UNIT 2232 446 SOYD ROCK BLANKET 3,500 SOYD ROCK BLANKE o � M N Q 0 00 / o —1 T T 0-, 0 0 W W 0 0 - J J - u - w w LAYOUT —HARDSCAPE PLAN SCALE.' 1 "=50' PROJECT NUMBER & PHASE z o w > L D — 6 Qc� o x 0 w m un > w W W w Cr a 0 x x1. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 2,160 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2'' DIA. BURGUNDY) 1,677 SOYD ROCK BLANKET 3,260 SOYD ROCK BLANKET -------------------- --- - -- - -- - ---- - - - - - - - - - - - - - - - - - - - - - - - - E B Rte 1 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- -- -- 695 6 7 „B„ LINE 8 779 7 ---------------------------- 361.8' 00 1 -------------------- _ 0 00 0 0 0 00 a O O O O o°O O O !� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 ...:..:.:... . 0 0 �. 0 0 0 0 0 0 00 0 0 0 ��!•• o ° ° ° 000.; .. O O s� 0 . 0 0 0` Do° SDo° Do° Oo° 000° Do° oDo° 000° o° o.°•• �'•i•' s•= • ......:.. . .. 0 0 0 0 0 0 0 0 0 0 0 0 0 ••• O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 '• •:; 0 00 °O OOo °O o °O OOo 00 OOo 00 O0� 00 OOo 00 OOo °O OOo OOo °O OOo °O OOo O OOo 00 OOo 00 OOo 00 °O OOo O OOo O 695 o °��na z z a a o 00 Q- U) I LLQ w m = ~ Q� o U �z w U — U cn w aw = u x D-- 0 CL w a 00 w z Q 0 x n _ Q U '- U = U z DLL Z z I i— FOC z J Q o � N � °O -D �° 00 �0 00 z 0 O .a W uo O � x of CI- -::x :S Q =0. of V O F- W Z 6, LJ a a 0 Q 10 W 0 00 � o C Z o0 o° O J Oo o° Efl in 0 > Q ° Ouo °O 0cr 0� z o0 O z J J O 0 a- LL Ln '4 _ X J Q ^ U O ^ z° °'-00 w o Q J;~~ a . - c t/') U L N cn o a. BORDER LAST REVISED 7/2/2010 46800M007Agn 3/15/2012 9-01-46 AM 1 DIRT — JTA4 xN/ P 138 SOYD ROCK BLANKET I 89 SOYD GRAVEL (MISCELLANEOUS AREAS) (3/4" DIA. BURGUNDY) 147 SOYD ROCK BLANKET = -- — Q / CONC X- CONC II I rl In a - I CONC Q IL—F I - -- _ L -Jx - x x — — I L� t---— —� V \ X X x X USERNAME =>sam DGN FILE => 846800tn007.dgn Tf-1 X— x I 705 DIRT Dist COUNTY ROUTE POST MILES SHEET TOTAL I I l� X T TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 439 624 \ w— C'-R� 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE ARCHITECT �✓ N O . 231 4 � x 9/8/2011 � Signatur PLANS APPROVAL DATE 1 2/31 /201 1 Renewal Date � THE STATE OF CALIFORNIA OR ITS OFFICERS 3 12212011 J Date OR AGENTS SHALL NOT BE RESPONSIBLE FOR �Q qTF THE ACCURACY OR COMPLETENESSN OF SCANED OF COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA, INC. 1170 W 3RD STREET 17992 MITCHELL S. STC 110 SAN BERNARDINO, CA 924101IRVINE, CA 92614 7 B LINE 7 "R5" LINE • I x X 0 X I � � I x x x -, r X —x x I I 'I _ � _I x I ., x x ix X � U F- 0 0 U X x - J I CONC I RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I II I I I II x x jzI x XICONC I I x I I� +x x x —- —x ASPH F—x F- - X I I 0 IC � J UNIT 2232 1 x x x I I l� X T F < I � cv a — 0 N � \ O � rn 0 0 w w 00 -J J cl- a - w w LAYOUT —HARDSCAPE PLAN o SCALE.' 1''=50' i > w Ln o' LD -7 Q(o J o PROJECT NUMBER & PHASE -8000 • ail x x NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE° ASPH 45 W z CONC � 1 Il II T, I. r �- ASPH - — — �\- IO� I CONC t I I I I I z W ASPH O � x Q H o W 0 - CD o F_ W - -- - za LJ V Q w 0 c o Q j > __j 0 0 Z LL 0 0 a- LL Ln �-'4 _ x J Q ^ U O z � w ^ o L o LLjQ ~~ C t/') U L N cnoa BORDER LAST REVISED 7/2/2010 ,468OOtnOO8.dgn 3/15/2012 9-02-14 AM Dist z ROUTE I x�u') SHEET z I a I L I 0 SHEETS 08 I 10 Q O IB L/' 3/9/2011 VPNDSCgpF � LIC SED L NDSCAPE DATE Q = N O . 231 4 O J J. o O Renewal Date = THE S TA TE OF CALIFORNIA OR ITS OFFICERS 3 12212011 Date OR AGENTS SPALL NOT BE RESPONSIBLE FOR�i �Q qTF Q THE ACCURACY OR COMPLETENESS OF SCANNED OF C N��F��� I COPIES OF THIS PLAN SHEET U) I— I �m 1170 W 3RD STREET 17992 MITCHELL S. STC 110 w m 'i Q> o �z w U — U J u� w Q w = U 0 U x 0 w CL Q QO z n o Q U z D z LL z z Q J z 0 ASPH 45 W z CONC � 1 Il II T, I. r �- ASPH - — — �\- IO� I CONC t I I I I I z W ASPH O � x Q H o W 0 - CD o F_ W - -- - za LJ V Q w 0 c o Q j > __j 0 0 Z LL 0 0 a- LL Ln �-'4 _ x J Q ^ U O z � w ^ o L o LLjQ ~~ C t/') U L N cnoa BORDER LAST REVISED 7/2/2010 ,468OOtnOO8.dgn 3/15/2012 9-02-14 AM — — c— coN ASPH Z OI U I O� I USERNAME =>sam DGN FILE => 846800tn008.dgn 0 C� x /X I I I I I x x "V" LINE UB Q0 0 00 E°oo� Kr-) Q0I Ln Q tz w U u (V Dist COUNTY ROUTE I x�u') SHEET TOTAL I I L I — — c— coN ASPH Z OI U I O� I USERNAME =>sam DGN FILE => 846800tn008.dgn 0 C� x /X I I I I I x x "V" LINE UB Q0 0 00 E°oo� Kr-) Q0I Ln Q tz w U u (V 0 i Aoo FOC 8 9 50 1 VALLEY BlvdASPH ------- - - - - -- O 0>(3o>a1% 0 000 0o avc 0 O ° O 4 „R4,, LINE 695 �LINE RELATIVE BORDER SCALE IS IN INCHES cPH 2 Dist COUNTY ROUTE I x�u') SHEET TOTAL TOTAL PROJECT 0 SHEETS 08 I 10 12.3/14.1 O IB L/' 3/9/2011 VPNDSCgpF � LIC SED L NDSCAPE DATE Q ARCHITECT �✓ N O . 231 4 1 J J. o PLANS APPROVAL DATE 12/31x/2011 Renewal Date Q THE S TA TE OF CALIFORNIA OR ITS OFFICERS 3 12212011 Date OR AGENTS SPALL NOT BE RESPONSIBLE FOR�i �Q qTF Q THE ACCURACY OR COMPLETENESS OF SCANNED OF C N��F��� I COPIES OF THIS PLAN SHEET M LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STC 110 N 'i 0 i Aoo FOC 8 9 50 1 VALLEY BlvdASPH ------- - - - - -- O 0>(3o>a1% 0 000 0o avc 0 O ° O 4 „R4,, LINE 695 �LINE RELATIVE BORDER SCALE IS IN INCHES cPH 2 SAN BERNARDINO, CA 92410 IRVINE CA 92614 iEIE i Lx- z I / I /� I o U 1 1 I II 1,776 SOYD ROCK BLANKET 79 SOYD ROCK BLANKET T T 91 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2" DIA. BURGUNDY) x 92 SOYD GRAVEL (MISCELLANEOUS AREAS) (3/4'' DIA. BURGUNDY) J —114 SOYD ROCK BLANKET —MINOR CONCRETE CURB, TYP. 3 0 1 2 3 I I I I I i I N Q O Q 00 � N ASPH Il �� LLJ 0 0 LL] o 0 I w w LAYOUT —HARDSCAPE PLAN <_ SCALE: 1 ''=50' UNIT 2232 PROJECT NUMBER & PHASE LL > Ln LD -8 Qc� O Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 440 624 3/9/2011 VPNDSCgpF LIC SED L NDSCAPE DATE ARCHITECT �✓ N O . 231 4 1 J 9/8/2011 Si PLANS APPROVAL DATE 12/31x/2011 Renewal Date THE S TA TE OF CALIFORNIA OR ITS OFFICERS 3 12212011 Date OR AGENTS SPALL NOT BE RESPONSIBLE FOR�i �Q qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF C N��F��� I COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL S. STC 110 SAN BERNARDINO, CA 92410 IRVINE CA 92614 iEIE i Lx- z I / I /� I o U 1 1 I II 1,776 SOYD ROCK BLANKET 79 SOYD ROCK BLANKET T T 91 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2" DIA. BURGUNDY) x 92 SOYD GRAVEL (MISCELLANEOUS AREAS) (3/4'' DIA. BURGUNDY) J —114 SOYD ROCK BLANKET —MINOR CONCRETE CURB, TYP. 3 0 1 2 3 I I I I I i I N Q O Q 00 � N ASPH Il �� LLJ 0 0 LL] o 0 I w w LAYOUT —HARDSCAPE PLAN <_ SCALE: 1 ''=50' UNIT 2232 PROJECT NUMBER & PHASE LL > Ln LD -8 Qc� O x 0 w m un o > w w > w w Cr a 0 x z z a a o � = o U) I-- I o m >- w m � Qo �z w =(-D u -U V) w aw = u U x w 0 w C Q Q 0 z n o Q '- U u z D Z LL z z J Q z 0 W z � O x Q I- ow V) Q 2 of V O F- W z D. LJ V Q � w D C Z j > Q ° 0 0 Z O z J w O 0 a- LL Ln '4 _ x J Q ^ U (D z a) w • ^ o Q J;~~ U L N (n cn o a. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE / SEE RIGHT OF WAY RECORD MAPS AT DISTRICT SLOVER Ave "S" LINE 2 f �I MINOR CONCRETE CURB, TYP. 138 SOYD ROCK BLANKET 89 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2" DIA. BURGUNDY) 147 SOYD ROCK BLANKET I CONC L CONC L r W Q 0 �— rn I LONC I ICONCi- BORDER LAST REVISED 7/2/2010 USERNAME => sam RELATIVE BORDER SCALE n3/15/20129-02.43 AM DGN FILE => 846800tn009odgn IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 X CONC CONC Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 441 624 —\ w— C;4�� 3/9/2011 \' NOSCgpF LIC SED L NDSCAPE DATE ARCHITECT �✓ N O o 2314 J 9/8/2011 � Signaruraj PLANS APPROVAL DATE 1 2/31 12011 Renewal Date THE STATE OF CALIFORNIA OR ITS OFFICERS �i Date OR AGENTS SHAT L NOT BE RESPONSIBLE FOR �Q qTF THE ACCURACY OR COMPI ETENESS OF SCANNED OF CN COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA9 INC. 1170 W 3RD STREET 17992 MITCHELL So STE 110 SAN BERNARDINO, CA 924101IRVINE9 CA 92614 7E N Q o� N �- o0 � N O � o0 I u 0 0 1J w 00 --j J w LL] LAYOUT —HARDSCAPE PLAN o SCALE.' 1''=50' > w Ln o' LD -9 Q (� J o PROJECT NUMBER & PHASE x x X om w m O Qo �z w :D C3 �z U -ti U J V) w aw = U 0 U Fr O w w CL Q Q O n O 2 Q '- U U D Z LL_ z z J Q I z O C-) GRAVEL (MISCELLANEOUS AREAS) EXPANSION JOINT, MINOR CONCRETE (CURB) O° 00 0 00 0 0� 24„ 00 MAX 00 0 00°° 0 0�0 C � 0090 o o o�OOO 00 o0 Oo °00° 09 o 00 00° 0000 000 Oo 0 °oo Oo O MINOR CONCRETE (CURB) NOTE: Layout of minor concrete (curb) will approximate the plan view (shown). Curb alignment wi I I undulate to a maximum width of 24" and minimum width of 6". The edges should be smooth and continous and not exhibit parallel alignment. MINOR CONCRETE (CURB) PLAN N.T.S. 1" RADIUS (Typ) GRAVEL EXISTING GRADE (MISCELLANEOUS AREAS) 6"-12'' FINISHED GRAVEL SURFACE EQ. EQ. ° ° v o� °000 C)c D D D D X00 ° �o �v O_J0o 0 00 D L o0 0 00 o D D 000 000O N - 96III SII I00 ° L'>III III II D D II II FINISH GRADE 1- No. 4 BARS CONTINUOUS (TYP) 1" RADIUS (Typ) GRAVEL (MISCELLANEOUS AREAS) J Q ® FINISH GRADE 0 0 z O z 2- No. 4 BARS CONTINUOUS (TYP) o J w O W POST MILES TOTAL PROJECT Oa- Ln2,4t z 08 SBd 10 O � 442 X Q 3/9/2011 �PNDSCgpF LIC SED L NDSCAPE ^ U ARCHITECT x Q H E o � ^ z w o o o W J;~~ c t/) U L N cn o a. Q = � V 0 W z w D. (� V Q W D 0 Z C J 1" RADIUS (Typ) GRAVEL (MISCELLANEOUS AREAS) J Q ® FINISH GRADE 0 0 z O z 2- No. 4 BARS CONTINUOUS (TYP) o J w O ROUTE POST MILES TOTAL PROJECT Oa- Ln2,4t LL _ 08 SBd 10 J 442 X Q 3/9/2011 �PNDSCgpF LIC SED L NDSCAPE ^ U ARCHITECT 11 E o � ^ z w o o ~ Q J;~~ c t/) U L N cn o a. BORDER LAST REVISED 7/2/2010 n 3/15/2012 9-03-11 AM a rd 10 -Maj jzdi=� VIII Ili FINISH GRADE COMPACTED SUB BASE EXISTING GRADE 12''-24" FINISHED GRAVEL SURFACE EQ. EQ. EQ. ° °° D D D 0° -0 O D D D D 7,0 O O N D D D D D D D o00 �00000� N 11 D D D D C if On D D D D D D D D it TTI -1 I I'— MINOR CONCRETE (CURB) SECTION N.T.S. FINISH GRADE COMPACTED SUB BASE 11/4" MAXIMUM SEPARATION BETWEEN EXPOSED ROCK SURFACES AFTER MORTAR IS APPLIED ROCK(PLACE FLAT SIDE UP) 1'' MAXIMUM SEPARATION BETWEEN THE TOP OF ADJACENT ROCK SURFACES 1'' MINIMUM 11/2" MAXIMUM BETWEEN THE TOP OF ROCK SURFACE AND THE TOP OF MORTAR UNLESS OTHERWISE SHOWN 4''CONCRETE BAND TROWEL FINISH TOP OF FINISHED GRADE OR SURFACE ROCK BLANKET SECTION EXISTING GRADE EDGE OF EXISTING SHOULDER 1'' MINIMUM 1'/4" MAXIMUM DEPTH -DRY APPLIED MORTAR TOP OF ROCK SURFACE AND CONCRETE SET FLUSH ADJACENT TO TOP OF PAVEMENT, CURB OR DIKE 4" CONCRETE BAND TROWEL FINISH IFTOP OF EXISTING PAVEMENT,CURB OR DIKE U, ADEPTH OF EXCAVATION 15" ° ° D D D D OOOOOO OC D D D D Oo 0 00 .D .D •D .D 0000 0 D D D D D D D D D D D D =J I 3" MINIMUM BELOW BOTTOM OF ROCK N.T.S. COMPACTED GRAVEL (MISCELLANEOUS AREAS) FINISHED GRAVEL SURFACE N In N_. FINISHED GRADE EDGE OF EXISTING SHOULDER SECTION 0.25" WIDE EXPA (PREMOLDED JOII CONCRETE CURB N.T.S. "'S (TYP) EXPANSION JOINT FOR MINOR CONCRETE (CURB) SECTION USERNAME =>sam 0 1 2 3 RELATIVE BORDER SCALE UNIT 2232 DGN FILE _> 846800tn010odgn IS IN INCHES I I I N.T.S. Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 08 SBd 10 12.3/14.1 442 624 3/9/2011 �PNDSCgpF LIC SED L NDSCAPE DATE ARCHITECT N O o 2 31 4✓� PLANS APPROVAL DATE 1 2/31 /201 1 Renewal Date � THE STATE OF CALIFORNIA OR ITS OFFICERS 3 122 OR AGENTS SPALL NOT BE RESPONSIBLE FOR jl` Date �Q THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CN COPIES OF THIS PLAN SHEET SANBAG LYNN CAPOUYA, INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 CONSTRUCTION DETAILS PROJECT NUMBER & PHASE z o > Ln LD -10 U� < C� U� 0800000744 x x 91 a w I i V) z w 0 z 0 0 > Q Q U o w o 0 LL] _ u _ Q Q w z = O U Q z z 0 LL- 0 z Q _ z O '01r; 1 PROJECT NOTES (THIS SHEET ONLY): RELOCATE EXISTING TYPE 90 CONTROLLER ASSEMBLY INCLUDING TYPE P CABINET AND APPURTENANT EQUIPMENT° CONTROLLER CABINET AND FOUNDATION TO BE INSTALLED PER CITY STANDARD EQUIPMENT DRAWING 4004. CONNECT SIC TO CONTROLLER PER MANUFACTURER'S REQUIREMENTS° ❑2 RELOCATE EXISTING TYPE III -BF SERVICE EQUIPMENT ENCLOSURE INCLUDING THE FOLLOWING: 120/240 V I PHASE SERVICE WITH 120 V METERED SIGNAL CIRCUIT, 120 V CIRCUIT BREAKER, 30 A 3"C9 1 SIC, LIGHTING CIRCUIT BREAKER, 30 A LIGHTING CIRCUIT BREAKER, 15 A AUTOSCOPE CIRCUIT BREAKER, 1#8 (G)APPROX PEC FOR LIGHTING. LOCATE SERVICE ENCLOSURE CABINET A MINIMUM OF 6' FROM THE CONTROLLER 1 195' TO CABINET. EB RAMPS F-3]RELOCATE EXISTING UNI -DIRECTIONAL, SINGLE CHANNEL OPTICAL DETECTOR AND APPURTENANCES TO OLA ^ NEW SIGNAL MASTARM AS DIRECTED BY THE ENGINEER. SEE MOUNTING DETAIL SHEET E-20 9 01+08 02 02+03 04 3"C9 1 SIC9 1#8 (G)-� F4] REINSTALL EXISTING AUTO SCOPE CAMERA AND APPURTENANCES ON LUMINAIRE MAST ARM AS DIRECTED 1 05 BY THE ENGINEER° SEE MOUNTING DETAIL SHEET E-20 06+07 08 F5]INSTALL R73-6(CA) SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL U. R/W F6] INSTALL R73-2(CA) SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL U. ' F7] INSTALL 1 -SIC CONNECTING FROM CONTROLLER (Sht E-1) TO CONTROLLER AT AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER° SE QUAD. OF Rte 10 EB RAMPS (SHEET E-3) (APPROX. 1195/), SIC SHALL NOT BE SPLICED° MODIFY SPRINKLER SYSTEMS IF NECESSARY. 10. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF 11 DETAIL A ® INSTALL 1 2 CONDUIT PER SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENT; CONDUCTORS TO BE INSTALLED BY SOUTHERN CALIFORNIA EDISON COMPANY. R/W-,\ 8 INSTALL TYPE II PEDESTRIAN BARRICADE PER ES -7P. 7 F -91 PHASE DIAGRAM GROUP A GROUP B OLA ^ OLC o- -0 01+08 02 02+03 04 b OLB 6. 05 06 06+07 08 GENERAL NOTES (THIS SHEET ONLY): Y GA DETAIL A NO SCALE 2#14 2(G)1 0 (LTG) F_ 2"C9 1 6PR#19 (SIC)9 2"C, 1 6PR#19 (SIC), 1-#-8 �-G) - - - — 1 o TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THESE PLANS, THE SPECIAL PROVISIONS, THE CITY OF FONTANA STANDARD DETAILS, AND THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 (DATED MAY 2006) AND STANDARD PLANS (DATED MAY 2006), THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED JANUARY 21, 2010. 20 LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE° THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF ANY OBSTRUCTIONS° PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2800 TWO (2) WORKING DAYS BEFORE DIGGING. 3. ALL PULL BOXES SHALL BE No. 6 AND ALL NEW CONDUIT SHALL BE 2'' RIGID METAL 2"C, 1 6PR#19 (SIC), UNLESS OTHERWISE SHOWN 1#8 (G) BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800ua001 orklin DETAIL A LEGEND (THIS SHEET ONLY): VIDEO DETECTION AREA THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 443 624 09/08/11 REGISTERED CIVIL EN INEER DATE QR°FEsslo/V 09/08/11 PLANS APPROVAL DATE THE STATE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPOSIRL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET DETAIL A DETAIL A SEE CITY OF FONTANA DRAWING NUMBER 3480 FOR SIC DETAILS. PARSONS RICHARD E. IVY w No. 21570 m Exp. sT CIVIL P ATF OF CAL 1F0 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 DETAIL A UNIT 2232 PROJECT NUMBER & PHASE N � O N N N � o0 o0 �Q0 00 ww 0 0 J J IL a- ww F - 0 O o 0 '0 w �0 Q0 J O 4. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAILS, SHEET E-20 6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMMENCEMENT OF WORK. 7. EXISTING LIGHTING AND SIGNAL SHALL REMAIN IN OPERATION UNTIL NEW SIGNAL AND LIGHTING IS OPERATIONAL PER SPECIFICATIONS. 8. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING SPRINKLERS AND SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER° 9. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS IF NECESSARY. 10. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A CONFLICT WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. 1 1 o FRSIALL EXISTING POLES, SIGNAL AND PED HEADS, LUMINAIRES. R C] ALL EXISTING PULL BOXES, CONDUIT, AND CONDUCTORS. BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800ua001 orklin DETAIL A LEGEND (THIS SHEET ONLY): VIDEO DETECTION AREA THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 443 624 09/08/11 REGISTERED CIVIL EN INEER DATE QR°FEsslo/V 09/08/11 PLANS APPROVAL DATE THE STATE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPOSIRL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET DETAIL A DETAIL A SEE CITY OF FONTANA DRAWING NUMBER 3480 FOR SIC DETAILS. PARSONS RICHARD E. IVY w No. 21570 m Exp. sT CIVIL P ATF OF CAL 1F0 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 DETAIL A UNIT 2232 PROJECT NUMBER & PHASE N � O N N N � o0 o0 �Q0 00 ww 0 0 J J IL a- ww F - 0 O o 0 '0 w �0 Q0 J O x 0 91 a w I I cf) I z w V) z O V) o > C) r Q Y U o w o o m �- w m QLL-] o Jz w �C U — U I u/ w Q w = UC-) U 0 LL] un = --1Q Q w z = O U Q z z o LL- O U) z Q z O 1r; CONDUCTOR SCHEDULE AWG CIRCUIT 1 2 3 4 5 6 7 ZL Type 01 VEHICLE - - - 3 3 3 - 3 MESSAGE 02 VEHICLE 5 5 5 5 5 5 - 5 MAT,MAS 03 VEHICLE - - - - - 3 - 3 1-A 04 VEHICLE - - 3 3 3 3 - 3 - 05 VEHICLE 3 3 3 3 3 3 3 3 MAT.MAS,MAS 06 VEHICLE - - - - 5 1 5 5 5 1-A 07 VEHICLE - 3 3 3 3 3 - 3 - 08 VEHICLE - 5 5 5 5 5 - 5 #14 02 PED 2 2 2 2 2 2 - 2 1-A 04 PED - - 2 2 2 2 - 2 - 06 PED - -EE2] © - 2 2 2 2 MAT,MAS,MAS 02 PPB - 2 - 2 2 2 - 2 1-A 04 PPB - - - 2 2 2 - 2 - 06 PPB - - - - - 1 - 1 - PPB COMMON - 1 1 1 1 1 - 2 PPB POST SPARES 3 3 3 3 3 3 3 6 - TOTAL 12 22 25 32 39 44 15 47 AUTOSCOPE 2 2 4 4 6 6 - 8 LUMINAIRE 2 2 2 2 2 2 - - #10 SIGNAL COMMON 1 1 1 1 1 1 1 2 TOTAL 3 3 3 3 3 3 3 2 VIDEO CABLE 1 1 2 2 3 3 - 4 OPTICOM CABLE 1 1 2 2 3 3 - 4 CONDUIT SIZE 3 'I 4 'I 4 'I 4 'I 4 'I 4 'I 3 'I 2-4 I' CONDUIT STATUS N N N N N N N N N - NEW POLE SCHEDULE RUN SOLOPRO CABLE INTO LUMINAIRE ARM AND DOWN POLE. SPLICE SOLOPRO CABLE AT BASE OF POLE. (TERMINAL BLOCK WILL BE PROVIDED BY THE CITY) IMAGE SENSOR UNIT EDGE MOLDING TO REMAIN (PROVIDED IN SHIPPING REMOVE LENS CAP) 3/4" MAX HOLE DRILLED IN LUMINAIRE ARM SOLOPRO CABLE AND LIGHTING CONDUCTORS TO BASE OF POLE MOUNTING DETAIL FOR AUTO SCOPE CAMERA NO SCALE RSNS - REFLECTIVE STREET NAME SIGN BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800ua002odgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 444 624 %c am 09/08/11 ROF 77, 10 REGISTERED CIVIL EN INEER DATE e Nq 09/08/11 PLANS APPROVAL DATE THE STATE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT BE RESPOSIRL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 Q RICHARD Eo IVY No. 21 570 Exp. s CIVIL P ti ATF OF CAL 1F0 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 MOUNTING DETAIL FOR OPTICAL DETECTOR NO SCALE POLE LOCATION DETAIL NO SCALE � U Psi 'Am L A wr%m' D L I C I I H T 11' mr4l 1 G & (LOCATION 1 - SLOVER AVE - CITY LOCATION) NO SCALE PROJECT NUMBER & PHASE 0800000744 ®2 N � O 0—) N O � o0 �CO r� Qo n � II II I � p i Lv W ~ � I Q O IL J a— i w W F- 0 O O I i O w O O J O STANDARD MASTARMS LUMINAIRE SIGNAL MOUNTING PED PUSH BUTTON RSNS PLACEMENT REMARKS No. Type H SIG LTG HPS MAST ARM POLE PED. PHASE LOCATION MESSAGE A B OA 29A-5-100 35' 50' 15' 250W MAT,MAS SV -1-T - 6 E CHERRY AVE 21' 3' 5 -SECTION HEAD OLA © 1-A 10 - - - - TV -2-T SP -1 - - - 22' 3' 5 -SECTION HEAD OLB © 61A-5-100 35' 65' 15/ 250W MAT.MAS,MAS SV -1 -T SP -1 - - SLOVER AVE - 3' 5 -SECTION HEAD OLC OD 1-A 10 - - - - TV -2-T - 2 W - 22' 3' 5 -SECTION HEAD OLA OE 26A-4-100 35' 45' 15/ 250W MAT,MAS SV -1 -T SP -1 2 W CHERRY AVE 15/ 2' - OF 1-A 10 - - - - TV -2-T SP -1 4 N - 17/ 3' 5 -SECTION HEAD OLC © 61A-5-100 35' 65' 15/ 250W MAT,MAS,MAS SV -1 -T SP -1 - - SLOVER AVE 1 1 08' 703' 5 -SECTION HEAD OLB OH 1-A 10 - - - - TV -2-T SP -1 - - - - 13.5 - OI PPB POST - - - - - - - 4 N - 22' 3' OJ PPB POST - - - - - - - 6 E - 23' 3' RSNS - REFLECTIVE STREET NAME SIGN BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800ua002odgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 444 624 %c am 09/08/11 ROF 77, 10 REGISTERED CIVIL EN INEER DATE e Nq 09/08/11 PLANS APPROVAL DATE THE STATE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT BE RESPOSIRL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 Q RICHARD Eo IVY No. 21 570 Exp. s CIVIL P ti ATF OF CAL 1F0 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 MOUNTING DETAIL FOR OPTICAL DETECTOR NO SCALE POLE LOCATION DETAIL NO SCALE � U Psi 'Am L A wr%m' D L I C I I H T 11' mr4l 1 G & (LOCATION 1 - SLOVER AVE - CITY LOCATION) NO SCALE PROJECT NUMBER & PHASE 0800000744 ®2 N � O 0—) N O � o0 �CO r� Qo n � II II I � p i Lv W ~ � I Q O IL J a— i w W F- 0 O O I i O w O O J O 185' TO LIMIT LINE .•R3" LINE qg 4I6U CHERRY Ave EB -�T6L EX -LT RAMP 4I7U n. (T) 2 tic 9 1 8(G)DLC, R/W 0 PROJECT NOTES (THIS SHEET ONLY) 90/ TO LIMIT LINE 2"C, 4 DLC, 1 #8 (G) om PROJECT NOTES (SHEETS E-3 AND E-4 ONLY): w F-11 INSTALL TYPE 332 CABINET WITH STATE FURNISHED TYPE 2070 CONTROLLER AND R9 -3B PER ES-7Po x LL] QLL] ASSEMBLY WITH CDMA MODEM. INSTALL STATE FURNISHED x Jz w BATTERY BACKUP SYSTEM ALONG WITH CONTRACTOR FURNISHED CABINET AND O BATTERIES. SEE BATTERY BACKUP SYSTEM DETAILS ON SHEETS E-29 TO E-310 U u Ju� F2]INSTALL TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT Qw = ELECTRICAL OPERATIONS SHALL BE GRANTED A 7 -DAY NOTICE PRIOR TO U 0 ENCLOSURE AS PER ES -2C AND ES -2F. Q SIGNAL ACTIVATION. ADDRESS: 10378 CHERRY AVE, FONTANA, CA CTID: 085401 0001 301 70M METER ''All o = 0 100 A, 240V 2P (MAIN BREAKER) GS -1 30 A, 240V 2P, CB (LIGHTING - UPRR) w 15 A, 120V 1P CB (LIGHTING CONTROL) w 20 A, 120V 1P9 CB (IRRIGATION - CITY) Q u W w � z z Q 0 CTID: 085401 0001 301 70M 0 METER "B" 0 100 A, 240V 2P9 (MAIN BREAKER) TC -1 50 A, 120V 1 P, CB (SIGNAL) F3]INSTALL 1 -SIC CONNECTING FROM CONTROLLER (Sht E-3) TO x CONTROLLER AT NE QUAD. OF WB RAMPS (SHEET E-5) (APPROX. 760"). Z � F4]INSTALL R3-18 ON PER ES -7N, DETAIL "Ullo z F5 INSTALL R61-28(CA) ON PER ES -7N, DETAIL IlU'lo 0 F6] INSTALL R73-5(CA) ON PER ES -7N, DETAIL "Ullo z < Y F7]a PREFORMED LOOP. U w F8 FRR]EXISTING GPS TIME SOURCE UNIT z FROM EXISTING CONTROLLER ASSEMBLY INTO NEW CONTROLLER ASSEMBLY. 185' TO LIMIT LINE .•R3" LINE qg 4I6U CHERRY Ave EB -�T6L EX -LT RAMP 4I7U n. (T) 2 tic 9 1 8(G)DLC, R/W 0 PROJECT NOTES (THIS SHEET ONLY) 90/ TO LIMIT LINE 2"C, 4 DLC, 1 #8 (G) om F 9 INSTALL TYPE II PEDESTRIAN BARRICADE WITH R9 -3A w m AND R9 -3B PER ES-7Po LL] QLL] o x Jz w AND R9-3B(LT) PER ES-7Po O U U u Ju� w Qw = ELECTRICAL OPERATIONS SHALL BE GRANTED A 7 -DAY NOTICE PRIOR TO U 0 U 185' TO LIMIT LINE .•R3" LINE qg 4I6U CHERRY Ave EB -�T6L EX -LT RAMP 4I7U n. (T) 2 tic 9 1 8(G)DLC, R/W 0 PROJECT NOTES (THIS SHEET ONLY) 90/ TO LIMIT LINE 2"C, 4 DLC, 1 #8 (G) I-- F 9 INSTALL TYPE II PEDESTRIAN BARRICADE WITH R9 -3A CD AND R9 -3B PER ES-7Po LL] Fl -oINSTALL TYPE II PEDESTRIAN BARRICADE WITH R9 -3A x _ AND R9-3B(LT) PER ES-7Po DAYS IN ADVANCE OF THE ANTICIPATED WORK COMPLETION. CONFIRM THIS u NUMBER WITH PERMIT ENGINEER AT COMMENCEMENT OF 14 DAY PERIOD° _ ELECTRICAL OPERATIONS SHALL BE GRANTED A 7 -DAY NOTICE PRIOR TO Q SIGNAL ACTIVATION. Qw = z w O � Q u z z 0 LL 0 z Q _ z 0 z 0 x Q z a 185' TO LIMIT LINE .•R3" LINE qg 4I6U CHERRY Ave EB -�T6L EX -LT RAMP 4I7U n. (T) 2 tic 9 1 8(G)DLC, R/W 0 PROJECT NOTES (THIS SHEET ONLY) 90/ TO LIMIT LINE 2"C, 4 DLC, 1 #8 (G) 0 I z 47J5 (T) 4I8L 4 9 (G )D L 1 #8 1#8 (G)D MATCH LINE STA 32+52 SEE SHEET E-4 2"C, 4 DLC9 1#8 (G) 1 #8lic , �G)DLC, 11 18, (G)DLC, 2tic , 11 DLC, 1#8 (G) A O 6 /6\ 3 tic, 1 SIC, 1#8 (G) II 2 C, 2#6 (SIG), 1#6 (G) 2"C, 2#10 (LTG), 1#8 (G) 3"C, 1 SIC, 1#8 (( 2"C , 2#6 (SIG), 1#6 2"C, 2#10 (LTG), 1#8 3"C9 MT (CONDUCTORS BY SCE SEEDETAIL "A'' SHEET E-4 FOR SERVICE POINT LOCATI01 I-- F 9 INSTALL TYPE II PEDESTRIAN BARRICADE WITH R9 -3A CD AND R9 -3B PER ES-7Po Q Fl -oINSTALL TYPE II PEDESTRIAN BARRICADE WITH R9 -3A x Llj AND R9-3B(LT) PER ES-7Po 0 I z 47J5 (T) 4I8L 4 9 (G )D L 1 #8 1#8 (G)D MATCH LINE STA 32+52 SEE SHEET E-4 2"C, 4 DLC9 1#8 (G) 1 #8lic , �G)DLC, 11 18, (G)DLC, 2tic , 11 DLC, 1#8 (G) A O 6 /6\ 3 tic, 1 SIC, 1#8 (G) II 2 C, 2#6 (SIG), 1#6 (G) 2"C, 2#10 (LTG), 1#8 (G) 3"C, 1 SIC, 1#8 (( 2"C , 2#6 (SIG), 1#6 2"C, 2#10 (LTG), 1#8 3"C9 MT (CONDUCTORS BY SCE SEEDETAIL "A'' SHEET E-4 FOR SERVICE POINT LOCATI01 a �Vcn BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800uc003.dgn i AB rn � 7 rn i L -I A B Q0 Q0 7 r— _ i Pi I I �t -311C9 1 S.IC, 1 8 (G) Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 445 624 09/08/11 ROFEssIo REGISTERED CIVIL EN6,INEER DATE �a e /V <' RICHARD E. IVY w 09/08/11 w z z PLANS APPROVAL DATE No. 21 570 THE STATE OF C% L IFORNIA OR ITS OFFICERS Exp . OR ACENTS SHALL NOT RE RFSPOVSIBL E FOR s CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of CAS 1F0 COPIES OF THIS PLAN SHEET J PARSONS 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 - r - � i r � L � RC A J AB 3''C, 1 SIC, 1 #8 (G) RC / RS 06 AB r - 4 y RSI 8 I 99 RC - _ � - RS AB I �- - 02 - AB 02 1 J L J �I /7\ AB AB "C�� 30+44042= �-_rl r 1 "R3" 694+53000= RS L�L I - 3 HAB R5 694+51.93 RC rn 01 01 6(E) C 04 -so- 04 02 06P 06 PHASE DIAGRAM STEADY DEMAND SEQUENCE 5 "R5 LINE CHERRY Ave EB ENTRANCE RAMP r 2 `—TYPE "D" CABLE TO COMMUNICATIONS SPLICE VAULT SEE SHEET E-230 r5l 40e © 1 Ell 1 III, »� D • • / •• i 3tic , 1 SIC, 1#8 (G) APPROX 1 1 95' TO CHERRY/SLOVER SEE SHEET E-1 b I I::) I J D II I t) I N N , I I CV CV I i I I I I THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE - IS IN INCHES w Oz � w 2"C, 4 DLC, L-n�- 1 #8 (G) 00> N UNIT 2232 SIGNAL AND L IGHTING (LOCATION 2 - EB ENTRANCE AND EXIT RAMPS) SCALE: 1 ''=20' PROJECT NUMBER & PHASE E-3 GENERAL NOTES (THIS SHEET ONLY): CD x 1. ELECTRICAL OPERATIONS (909-383-6427) SHALL BE NOTIFIED AT LEAST 14 DAYS IN ADVANCE OF THE ANTICIPATED WORK COMPLETION. CONFIRM THIS �- C:) NUMBER WITH PERMIT ENGINEER AT COMMENCEMENT OF 14 DAY PERIOD° ELECTRICAL OPERATIONS SHALL BE GRANTED A 7 -DAY NOTICE PRIOR TO SIGNAL ACTIVATION. a �Vcn BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800uc003.dgn i AB rn � 7 rn i L -I A B Q0 Q0 7 r— _ i Pi I I �t -311C9 1 S.IC, 1 8 (G) Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 445 624 09/08/11 ROFEssIo REGISTERED CIVIL EN6,INEER DATE �a e /V <' RICHARD E. IVY w 09/08/11 w z z PLANS APPROVAL DATE No. 21 570 THE STATE OF C% L IFORNIA OR ITS OFFICERS Exp . OR ACENTS SHALL NOT RE RFSPOVSIBL E FOR s CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of CAS 1F0 COPIES OF THIS PLAN SHEET J PARSONS 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 - r - � i r � L � RC A J AB 3''C, 1 SIC, 1 #8 (G) RC / RS 06 AB r - 4 y RSI 8 I 99 RC - _ � - RS AB I �- - 02 - AB 02 1 J L J �I /7\ AB AB "C�� 30+44042= �-_rl r 1 "R3" 694+53000= RS L�L I - 3 HAB R5 694+51.93 RC rn 01 01 6(E) C 04 -so- 04 02 06P 06 PHASE DIAGRAM STEADY DEMAND SEQUENCE 5 "R5 LINE CHERRY Ave EB ENTRANCE RAMP r 2 `—TYPE "D" CABLE TO COMMUNICATIONS SPLICE VAULT SEE SHEET E-230 r5l 40e © 1 Ell 1 III, »� D • • / •• i 3tic , 1 SIC, 1#8 (G) APPROX 1 1 95' TO CHERRY/SLOVER SEE SHEET E-1 b I I::) I J D II I t) I N N , I I CV CV I i I I I I THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE - IS IN INCHES w Oz � w 2"C, 4 DLC, L-n�- 1 #8 (G) 00> N UNIT 2232 SIGNAL AND L IGHTING (LOCATION 2 - EB ENTRANCE AND EXIT RAMPS) SCALE: 1 ''=20' PROJECT NUMBER & PHASE E-3 x R- x x a w I I V) I z w V) z 0 0 > C:) Q � U o w o om � w m QLL] o Jz w �C U U u/ W Q w = U C-) U 0 LL] u _ Q Q w z = O U � Q U z z 0 LL- 0 U) z Q z O '01r; i CONDUCTOR AND CONDUIT SCHEDULE CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE CABLE TYPE S T D PHASE 1 2 3 4 5 6 7 SIG LTG HPS MAST ARM POLE PED PHASE VEH-PED 12CSC O 6,6P 6P 1 1 1 1 1 5TS 1 1 - 1 1 20OW - 2,4 1 6 1 1 - 3' © © 4 1 1 31 OW MAS,MAS SV -2 -TA - - - 0 1,2 1 1 26A-4-100 35' 40' - 31 OW MAS,MAS 1 ,696P 6P 1 1 - 1 1 CHERRY AVE 1 1 4' OD O 4 65' 15' 31 OW MAS TV -2-T 1 - PPB 3CSC TOTAL 6 2 1 4 2 1 2 2 1 1 1 AWG CIRCUIT 31 OW MAS, MAS SV -1-T SP -1 6 - #10 LIGHTING OF 1-A 2 2 2 - 2 #8 - BARE GROUND 2 1 2 1 1 1 1 SIC 2 EVD 3 1 1 1 LOOP DLC PHASE 1 4 4 4 4 PHASE 2 9 9 PHASE 4 7 7 7 7 PHASE 6 7 7 7 7 TOTAL 27 27 18 7 11 CONDUIT SIZE 2-4'I 211 2-4'I 4" 4'I 3'I 311 CONDUIT FILL % 26% , 3% 16% 22% 8% 21% 14% 21 BORDER LAST REVISED 7/2/2010 POLE LOCATION DETAIL NO SCALE USERNAME=>p0099563 DGN FILE => 846800ua004odgn w z of L~ 00 7; CV J 11C 3 2#89 311C9 1 SIC9 1#8 (G) APPROX o 760' TO WB RAMPS SEE SHEET E-5 3"C 9 MT ( CONDUCTORS BY SCE) SCE HAND HOLE H983E 3"C9 1 SI( -9 1 #�, MATCH LINE STA 32+52 SEE SHEET E-3 SERVICE POINT LOCATION: w z H U DETAIL "A" POLE SCHEDULE >- w 0z 2"C9 4 DLC9 LLjL 1#8 (G) U Q I I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 1 10 12.3/14.1 446 624 09/08/11 REGISTERED CIVIL EN INEER DATE QR°FEsslo/V 09/08/11 PLANS APPROVAL DATE THE STATE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT BE RESPOVSIRL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD E. IVY w No. 21570 m Exp. sT CIVIL P ATF OF CAL 1F0 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RSNS - REFLECTIVE STREET NAME SIGN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 SIGPJAL AND L IGHTING (LOCATION 2 - EB ENTRANCE AND EXIT RAMPS) SCALE: 1 "=20' E-4 PROJECT NUMBER & PHASE N � O � N Ln o0 ool w w 00 � J w! w w a � o � i z O �0 o! w O aol STANDARD MASTARMS LUMINAIRE SIGNAL MOUNTING PED PUSH BUTTON RSNS PLACEMENT REMARKS No. Type H SIG LTG HPS MAST ARM POLE PED PHASE ARROW MESSAGE A B OA 1 5TS 30' - 15/ 20OW - SV -1-T SP -1 6 - - 3' © 26A-3-100 35' 40' 15' 31 OW MAS,MAS SV -2 -TA - - - I-10 EAST - 3' © 26A-4-100 35' 40' - 31 OW MAS,MAS SV -1-T - - - CHERRY AVE 21' 4' OD 61A-5-100 35' 65' 15' 31 OW MAS TV -2-T - - - - 5' 3' OE 61 A-5-1 00 35' 60' 15' 31 OW MAS, MAS SV -1-T SP -1 6 - OF 1-A 10 - - - - TV -1 -T - - - - RSNS - REFLECTIVE STREET NAME SIGN THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 SIGPJAL AND L IGHTING (LOCATION 2 - EB ENTRANCE AND EXIT RAMPS) SCALE: 1 "=20' E-4 PROJECT NUMBER & PHASE N � O � N Ln o0 ool w w 00 � J w! w w a � o � i z O �0 o! w O aol x a w m i v) w w u w n z w V) z O O o > n a iZ U o w o x o m w Jz QLL]CD O U Iu� aw U C-) �- m o w U w U El� 0 0 x LL] � Q "�.' u _ Q w Q z = O_ U � Q U z z z Q O LL- O V) z Q 0 z w z O GENERAL NOTES (THIS SHEET ONLY): 1 o ELECTRICAL OPERATIONS (909-383-6427) SHALL BE NOTIFIED AT LEAST 14 DAYS IN ADVANCE OF THE ANTICIPATED WORK COMPLETION° CONFIRM THIS NUMBER WITH PERMIT ENGINEER AT COMMENCEMENT OF 14 DAY PERIOD. PROJECT NOTES (THIS SHEET ONLY): 1❑ INSTALL TYPE 332 CABINET WITH STATE -FURNISHED TYPE 2070 CONTROLLER ASSEMBLY WITH CDMA MODEM. INSTALL STATE FURNISHED BATTERY BACKUP SYSTEM ALONG WITH CONTRACTOR FURNISHED CABINET AND BATTERIES° SEE BATTERY BACKUP SYSTEM DETAILS ON SHEETS E-29 TO E-310 F2] INSTALL TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE AS PER ES -2C AND ES-2Fo ADDRESS: 10239 CHERRY AVE, FONTANA, CA CTID: 085401 0001 301 71 M METER "A 100 A, 480V 2P, (MAIN BREAKER) TC -1 50 A9 120V 1 P, CB (SIGNAL) CTID: 085401 0001 301 71 M METER "B" 100 A, 240V 2P, (MAIN BREAKER) GS -1 20 A9 120V 1 P, CB (IRRIGATION - CITY) 30 A, 240V 2P9 CB (LIGHTING - CHERRY AVE OC) F3]INSTALL 1 -SIC CONNECTING FROM CONTROLLER (Sht E-5) TO CONTROLLER AT SE QUAD. OF CHERRY/VALLEY (SHEET E-7) (APPROX. 850') F4] INSTALL R3-18 ON MAST ARM ES -7N, DETAIL "U". F5]INSTALL R61-13(CA) ON MAST ARM ES -7N, DETAIL "U"o [6] PREFORMED LOOP. � 02 8 w Oz Ln 06 08 Q PHASE DIAGRAM LLJ0 STEADY DEMAND SEQUENCE a z O Li x Q U w (D w a c~r> V w z ' 0� Ln ,� N 3 3"C9 1 SIC9 1#8 (G) QQ QQ � I APPROX. 850' TO CHERRY/VALLEY SEE SHEET E-7 ,--211C9 4 DLC9 1#8 (G) � I � 2 11 C9 4 DLC9 1#8 (G) i 2''C9 5 DLC9 1#8 (G) 616 z 0 x � � Q "�.' cry z Q w 0 z w � 02 8 w Oz Ln 06 08 Q PHASE DIAGRAM LLJ0 STEADY DEMAND SEQUENCE a z O Li x Q U w (D w a c~r> V w z ' 0� Ln ,� N 3 3"C9 1 SIC9 1#8 (G) QQ QQ � I APPROX. 850' TO CHERRY/VALLEY SEE SHEET E-7 ,--211C9 4 DLC9 1#8 (G) � I � 2 11 C9 4 DLC9 1#8 (G) i 2''C9 5 DLC9 1#8 (G) 616 8 D � Ln (_o Q0 Qo QO I '4 I, B ' 08 DETAIL A 08 5 DETAIL A 08 06 6 I 6 08 A � 4 DETAIL A "C" 36+66.81 = p� R21704+73086 R/W r 1 ni r lt�R fir, W W z z � W J Q = � U "C" 36+83035= w "R4" 693+56047 2 LINE 4 R LINE E Lu W J J 17T n n N N CV I � 3"C, 1 SIC9 1#8 (G) 3"C9 1 SIC9 1#8 (G) 2 3"C9 1 SIC9 1#8 (G) 0 6(E GA DETAIL A NO SCALE � 2"C0 2 #10 (LTG)9 1#8(G) -2'Co 2 #6 (SIG)9 1#6 (G) 3lic 9 MT ( CONDUCTORS BY SCE) SCE HAND HOLE H142C 90' TO LIMIT LINE :2]3'1C9 1 SIC9 i8/- 9 1 #8 (G) 2"C 4 DLC 1 #8 (G) R/W Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 447 624 09/08/11 ROFEssIo REGISTERED CIVIL EN INEER DATE RICHARD E. IVY 09/08/11z PLANS APPROVAL DATE � No, 21570 � � THE STA TE OF C% L IFORN114 OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR s CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of CAL P.?\\ COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 185' TO LIMIT LINE — (T) �19 9 9 2"C 3 DLC — -Z --7— I 1#8 (G) ;�)8J 7L I 11 2'1C9 7 DLC9 1 #8 (G) 2'iC9 4 DLC9 (T) 1 #8 (G) 3lic9 1 SIC9 1#8 (G) 2"C9 3 DLC9 1#8 (G) �9 1 SIC9 1#8 (G) 19 3 DLC9 1#8 (G) 1 � 3'C, 1 \SIC9 1#8 (G) 2 C9 3 DLC9 1#8 (G) I N 34-9 1 SIC9 1#8 (G) I (T) APPROX o 760' TO EB RAMPS II' SEE SHEET E-3 6 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME => p0099563 RELATIVE BORDER SCALE DGN FILE => 846800ua005odgn IS IN INCHES 8J9U CHERRY AVE WB EXIT RAMP 695 � ) v 8J 8J6 _ �J --------------------- 3 ------------------------- CHERRY AVE WB LOOP ENTRANCE RAMP U 3"C, 1 SIC9 1#8 (G) 311C9 1 SIC9 1#8 (G) 7 2 UNIT 2232 PROJECT NUMBER &PHASE N O NLn oa �N 00 00 ww 0 0 J J w w a o � o 0 0 L �>0 w �0 Q0 J 0 � � •fix. "�.' 8 D � Ln (_o Q0 Qo QO I '4 I, B ' 08 DETAIL A 08 5 DETAIL A 08 06 6 I 6 08 A � 4 DETAIL A "C" 36+66.81 = p� R21704+73086 R/W r 1 ni r lt�R fir, W W z z � W J Q = � U "C" 36+83035= w "R4" 693+56047 2 LINE 4 R LINE E Lu W J J 17T n n N N CV I � 3"C, 1 SIC9 1#8 (G) 3"C9 1 SIC9 1#8 (G) 2 3"C9 1 SIC9 1#8 (G) 0 6(E GA DETAIL A NO SCALE � 2"C0 2 #10 (LTG)9 1#8(G) -2'Co 2 #6 (SIG)9 1#6 (G) 3lic 9 MT ( CONDUCTORS BY SCE) SCE HAND HOLE H142C 90' TO LIMIT LINE :2]3'1C9 1 SIC9 i8/- 9 1 #8 (G) 2"C 4 DLC 1 #8 (G) R/W Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 447 624 09/08/11 ROFEssIo REGISTERED CIVIL EN INEER DATE RICHARD E. IVY 09/08/11z PLANS APPROVAL DATE � No, 21570 � � THE STA TE OF C% L IFORN114 OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR s CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of CAL P.?\\ COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 185' TO LIMIT LINE — (T) �19 9 9 2"C 3 DLC — -Z --7— I 1#8 (G) ;�)8J 7L I 11 2'1C9 7 DLC9 1 #8 (G) 2'iC9 4 DLC9 (T) 1 #8 (G) 3lic9 1 SIC9 1#8 (G) 2"C9 3 DLC9 1#8 (G) �9 1 SIC9 1#8 (G) 19 3 DLC9 1#8 (G) 1 � 3'C, 1 \SIC9 1#8 (G) 2 C9 3 DLC9 1#8 (G) I N 34-9 1 SIC9 1#8 (G) I (T) APPROX o 760' TO EB RAMPS II' SEE SHEET E-3 6 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME => p0099563 RELATIVE BORDER SCALE DGN FILE => 846800ua005odgn IS IN INCHES 8J9U CHERRY AVE WB EXIT RAMP 695 � ) v 8J 8J6 _ �J --------------------- 3 ------------------------- CHERRY AVE WB LOOP ENTRANCE RAMP U 3"C, 1 SIC9 1#8 (G) 311C9 1 SIC9 1#8 (G) 7 2 UNIT 2232 PROJECT NUMBER &PHASE N O NLn oa �N 00 00 ww 0 0 J J w w a o � o 0 0 L �>0 w �0 Q0 J 0 x x 0 91 0 � w m un w w w w � Q 0 z w z 0 0> C) > Q Y U o w o om w m QLL] o Jz w U U w Qw = U 0 U 0 LL] _ u _ Q Q w z = O_ U � Q u z z 0 LL- 0 z Q _ z O 1r; BORDER LAST REVISED 7/2/2010 CONDUCTOR AND CONDUIT SCHEDULE CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE CABLE TYPE S T D PHASE 1 2 3 4 5 6 7 8 9 HPS MAST ARM POLE PED PHASE LOCATION MESSAGE A B VEH-PED 12CSC O 698 1 1 1 1 1 1 - - - - © 8 1 1 1 1 1 15/ 31 OW MAS -4C9 MAS -4C SV -1 -T - © 698 1 1 1 1 © 1-A 10 - - - y 2 1 1 - - 37+66054 "C" LINE 3' OD 24A-3-100 35' O 29698 1 MAS9MAS SV -1 -T - - - 1 1 1 PPB 3CSC OE TOTAL 5 4 3 3 2 1 1 1 1 AWG CIRCUIT 36+74078 "C" LINE 3' #10 LIGHTING 2 2 2 2 2 2 2 2 #8 BARE GROUND 2 1 1 1 1 1 1 1 1 SIC 2 EVD 2 2 1 1 1 1 LOOP DLC PHASE 2 7 7 7 7 PHASE 6 9 9 9 PHASE 8 8 2 6 8 TOTAL 24 9 9 9 13 15 CONDUIT SIZE -4" 2-4 11 4 I' 4 II 4 II 3 II 2 'I 3 'I 3 'I 3 'I CONDUIT FILL % 19% 5% 22% 18% 17% 15% 18% 15% 21 % 23% USERNAME=>p0099563 DGN FILE => 846800uc006.dgn Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 448 624 POLE LOCATION DETAIL NO SCALE POLE SCHEDULE 09/08/11 ROFEsslO REGISTERED CIVIL EN INEER DATE e Nq 09/08/11 PLANS APPROVAL DATE THE STATE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT BF RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RSNS - REFLECTIVE STREET NAME SIGN RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 RICHARD Eo IVY z No. 21 570 cc Exp. s CIVIL P F OF AL 1F0 ti SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 PROJECT NUMBER & PHASE 0800000744 N � O � �Ln �uo II II oo; ww 00 ww a � o � i z O O I i O w O � I i Q O J O STANDARD MASTARMS LUMINARE SIGNAL MOUNTING PED PUSH BUTTON RSNS PLACEMENT REMARKS No. Type H SIG LTG HPS MAST ARM POLE PED PHASE LOCATION MESSAGE A B OA 26A-3-100 35' 45' 15' 31 OW MAS9MAS SV -2-T - - - - 36+43072 "C" LINE 3' © 19A-3-100 35' 25' 15/ 31 OW MAS -4C9 MAS -4C SV -1 -T - - - CHERRY AVE 37+14.65 "C" LINE 3' © 1-A 10 - - - - TV -2-T - - - - 37+66054 "C" LINE 3' OD 24A-3-100 35' 35' 15/ 31 OW MAS9MAS SV -1 -T - - - - - 3' OE 15TS 30' - 15' 20OW - SV -3-T - - - - 36+74078 "C" LINE 3' RSNS - REFLECTIVE STREET NAME SIGN RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 RICHARD Eo IVY z No. 21 570 cc Exp. s CIVIL P F OF AL 1F0 ti SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 PROJECT NUMBER & PHASE 0800000744 N � O � �Ln �uo II II oo; ww 00 ww a � o � i z O O I i O w O � I i Q O J O PROJECT NOTES (THIS SHEET ONLY): F-11 RELOCATE EXISTING TYPE 90 CONTROLLER ASSEMBLY INCLUDING TYPE P CABINET AND APPURTENANT x EQUIPMENT. CONTROLLER CABINET AND FOUNDATION TO BE INSTALLED PER CITY STANDARD EQUIPMENT DRAWING 4004. CONNECT SIC TO CONTROLLER PER MANUFACTURER'S REQUIREMENTS. x x a a w m i v) o m �- w m QLL] o Jz w �C U U u/ W Q w = U C-) U O LL] u _ Q Q w z = O_ U � Q U z z 0 LL- 0 z Q z O '01r; 1 F2]RELOCATE EXISTING TYPE III—BF SERVICE EQUIPMENT ENCLOSURE INCLUDING THE FOLLOWING: 120/240 V I PHASE SERVICE WITH 120 V METERED SIGNAL CIRCUIT, 120 V CIRCUIT BREAKER, 30 A LIGHTING CIRCUIT BREAKER, 30 A LIGHTING CIRCUIT BREAKER, 15 A AUTOSCOPE CIRCUIT BREAKER, PEC FOR LIGHTING° LOCATE SERVICE ENCLOSURE CABINET A MINIMUM OF 6' FROM THE CONTROLLER CABINET° RELOCATE EXISTING UNI—DIRECTIONAL, SINGLE CHANNEL OPTICAL DETECTOR AND APPURTENANCES TO NEW SIGNAL MASTARM AS DIRECTED BY THE ENGINEER, SEE MOUNTING DETAIL SHEET E-80 ®REINSTALL EXISTING AUTO SCOPE CAMERA AND APPURTENANCES ON LUMINAIRE MAST ARM AS DIRE( BY THE ENGINEER° SEE MOUNTING DETAIL SHEET E-20 F5]INSTALL R73-6(CA) SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL U. ©REMOVE AND SALVAGE EXISTING R73-3(CA), INSTALL R73-6(CA) SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL U. [7] INSTALL 1 2'' CONDUIT PER SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENT; CONDUCTORS T( INSTALLED BY SOUTHERN CALIFORNIA EDISON COMPANY. R /W PHASE DIAGRAM GROUP A GROUP B v Moi 01 02 03 04 OLA 04+05 06 07 08 *EXISTING PHASING TO REMAIN WE Iml DETAIL A NO SCALE GENERAL NOTES (THIS SHEET ONLY): 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THESE PLANS, THE SPECIAL PROVISIONS, THE CITY OF FONTANA STANDARD DETAILS, AND THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 (DATED MAY 2006) AND STANDARD PLANS (DATED MAY 2006)9 THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED JANUARY 219 2010. 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE° THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF ANY OBSTRUCTIONS° PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2800 TWO (2) WORKING DAYS BEFORE DIGGING° 3. ALL PULL BOXES SHALL BE No. 6 AND ALL NEW CONDUIT SHALL BE 2'' RIGID METAL UNLESS OTHERWISE SHOWN. 4e CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT, SEE DETAILS SHEET E-80 6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMMENCEMENT OF WORK. 7. EXISTING LIGHTING AND SIGNAL SHALL REMAIN IN OPERATION UNTIL NEW SIGNAL AND LIGHTING OPERATIONAL PER SPECIFICATIONS° 8. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING SPRINKLERS AND SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER° 9. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS IF NECESSARY. 10. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A CONFLICT WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800ua007.dgn LEGEND (THIS SHEET ONLY): VIDEO DETECTION AREA Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 449 624 09/08/11 QR�FES's ION REGISTERED CIVIL EN63INEER DATE q 09/08/11 PLANS APPROVAL DATE THE STATE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT BE RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 r^^^ T ^ ^f^^ THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES L A RICHARD E. IVY z w No. 21570 m Exp. s CIVIL P ATF OF CAL 1F0 ti SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 (LTG) UNIT 2232 PROJECT NUMBER & PHASE N � O NLn o0 �Q0 00 ww 00 J J ww a o � z 0 o 0 '0 w �0 QO J O x 0 91 a w I z w z 0 0 > > o Cr a Nel U D w z r O U wh '01r; 1 CONDUCTOR SCHEDULE AWG CIRCUIT OR POLE 1 2 3 4 5 6 7 8 9 H A - 1/1/01/1/01/1/01/1/01/1/0 MAST ARM POLE PED. PHASE - - 1/1/0 o B 1/1/01/1/01/1/01/1/01/1/01/1/0 61 A-5-80 35' 60 15' 250W - - 1/1/0 o C - - - - - - - 1/1/0 1/1/0 ,=z D - - - - - - - 1/1/0 1/1/0 coo E - - - - - - - - 0/0/1 o00 F - - - - - 1/1/0 - - 1/1/0 z c\j o G - - - - 1/1/01/1/0 O - - 1/1/0 U H - - - 0/0/1 0/0/1 0/0/1 - - 0/0/1 OF TOTAL 1 /1 /02/2/02/2/0 - - 2/2/1 3/3/1 4/4/1 - 2/2/0 6/6/2 #10 LUMINAIRE - 2 2 2 2 2 - 2 - VIDEO VIDEO CABLE - 1 1 1 2 2 - 1 4 DET. VIDEO SVC - 1 1 1 2 2 - 1 4 OPTICOM CABLE - 1 1 1 2 2 - 1 4 CONDUIT SIZE 2�� 3�� 3�� 3�� 4" 4�� - 4�� 2-4" CONDUIT STATUS E E E E N N - N N N - NEW E - EXISTING Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 450 624 JULIJI I\U I. HULL HIVV LIV11 I 11VV CONDUCTORS TO BASE OF POLE MOUNTING DETAIL FOR AUTO SCOPE CAMERA NO SCALE POLE LOCATION DETAIL POLE SCHEDULE NO SCALE N - NEW RSNS - REFLECTIVE STREET NAME SIGN BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800ua008odgn RELATIVE BORDER SCALE IS IN INCHES 0 3 UNIT 2232 %cam 09/08/11 ROFEssIo REGISTERED CIVIL EN INEER DATE e Nq 09/08/11 PLANS APPROVAL DATE 7 -HF STA TE OF C% L IFORN114 OR I TS OFFICERS )R AGENTS SHW L NOT BE RFSPONSIBL E FOR 7E ACCURACY OR COMPLETENESS OF SCANNED ,OPIFS OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 O MOUNTING DETAIL FOR OPTICAL DETECTOR NO SCALE PROJECT NUMBER & PHASE 0800000744 iE N � 0 0 N N � oa \ `n �Q0 oo; Ldwi 00 IL a wwi F- 0 O 0 0 w O O J O STANDARD MASTARMS LUMINAIRE SIGNAL MOUNTING PED PUSH BUTTON RSNS PLACEMENT REMARKS No. Type H SIG LTG HPS MAST ARM POLE PED. PHASE LOCATION MESSAGE A B OA 61 A-5-80 35' 60 15' 250W MAS,MAS,MAS SV -1 -T SP -1 -CS 6 E CHERRY AVE 20' 305' MISSING SNS, (N) © 1-A 10 - - - - TV -2-T SP -1 -CS 8 S - 18' 4' O 26-3-80 30' 45' 15' 250W MAS,MAS SV -1 -T SP -1 -T 8 S VALLEY BLVD 10' 4' O 1-A 10 - - - - TV -2-T SP -1 -T 2 W - 5' 3' O 29A-5-1 00 (N) 35' 50' 15' 250W MAT,MAS,MAS SV -1 -T SP -1 2 W CHERRY AVE 17.3' 505' 5 -SECTION HEAD OLA OF 1-A (N) 10 - - - - TV -2-T SP -1 4 N - 22' 3' © 61A-5-80 35' 65' 15' 250W MAS,MAS,MAS SV -1 -T SP -1 -CS 4 N VALLEY BLVD 10' 4' F1 =1 9', F2=24' OH 22 35' - 15' 250W - SV -2 -TA SP -1 -CS 6 E - 10' 4' 3&5 -SECTION HEADS N - NEW RSNS - REFLECTIVE STREET NAME SIGN BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800ua008odgn RELATIVE BORDER SCALE IS IN INCHES 0 3 UNIT 2232 %cam 09/08/11 ROFEssIo REGISTERED CIVIL EN INEER DATE e Nq 09/08/11 PLANS APPROVAL DATE 7 -HF STA TE OF C% L IFORN114 OR I TS OFFICERS )R AGENTS SHW L NOT BE RFSPONSIBL E FOR 7E ACCURACY OR COMPLETENESS OF SCANNED ,OPIFS OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 O MOUNTING DETAIL FOR OPTICAL DETECTOR NO SCALE PROJECT NUMBER & PHASE 0800000744 iE N � 0 0 N N � oa \ `n �Q0 oo; Ldwi 00 IL a wwi F- 0 O 0 0 w O O J O II x z w V) z 0 V) O 0 Cr Q 0 w CONDUCTOR AND CONDUIT SCHEDULE CABLE TYPE CONDUCTOR RUN 1 2 3 4 5 6 7 8 9 10 O w O z + LiJ 12 CSC RAMP SIGNAL 2 1 1 1 - - - - - 2 - 3 CSC METER ON - - - - - - - - - - #8 GROUND 1 1 1 1 1 1 1 1 1 1 LOOP WIRES - - - - - - 8 8 - - DEMAND 2 1 1 - 1 - - - 2 - PASSAGE 2 2 1 - - - - - 2 - DLC MAINLINE 16 1 16 16 16 - 8 8 1 8 16 - QUEUE - - - - - - - - 2 - COUNT - - - - - - - - - 2 TOTAL 20 19 18 16 1 8 8 8 22 2 CONDUIT SIZE 4" 4" 4" 3" 2" 3" 3" 3" 4" 2" CONDUIT FILL % 20% 15% 15% 17% 4% 9% 10% 10% 21 % 6% PROJECT NOTES (THIS SHEET ONLY ) -c > Fil INSTALL RAMP METER SIGNAL PER DETAIL ''A'' ON SHEET E-120 0 F2 SEE SHEET E-12 FOR LOOP INSTALLATION DETAILS° om w m QLL-] o Jz w O U U I u/ W Q W = U C-) U NOTE: 1 o FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° R /W 6 R1" ''s RAMP ENTRANCE Y Av E wB CHERR z oo�------- 0 0, { -- — Q- — --Z7 6 — — 3 no 4\ s z - da 2 --------------------------- L _-- -- - z------------ -- _ LINE */1 R/W 9A (T) _�— ❑2 El — o 9A — (T) 9A i a -- (T) (T) , ❑1 5 ' 2 4 , i( -T) _ -- 3 7 -fig 10_ �o gn _ — Eg Rte 10 _ —Ego o 0 o�- - w „R 3 0 0 °oOODDC q 0 a0 8 5 0 CL-IFRRY nv[: PR FXTT RAMP — Q z O x Q U O III *INSTALL CONDUIT IN BARRIER a cn BORDER LAST REVISED 7/2/2010 R /W USERNAME=>p0099563 DGN FILE => 846800ua009odgn 1 2 T I I �- i I l i i i 9A 9A (T) 9A R /W */l Oki */l 6 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE UNIT 2232 IS IN INCHES (T) O Q (-n w 0 Ld r- w z + Lv J 0-) C.9 u Lv w Q � lzzl- CV O rn Q w �w w w z = -� w =w U cn Q Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 451 624 09/08/11 REGISTERED CIVIL EN INFER DATE QROFEsslO�-q RICHARD �E. IVY 09/08/11 21570 m PLANS APPROVAL DATE 01- No � � THE STA TE OF C% L IFORN114 OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR s CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of cA�IF°�� COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 RAMP METERING SYSTEM (LOCATION 1) SCALE: 1 "=50' PROJECT NUMBER & PHASE N � o� N 0 o0 �Ln o0 Q0 II II 00 ww 00 J J IL a - w w F- 0 O o O I 'O w �O � I QO J o Q w O w O z + LiJ Lv J rn = U Ld Lv Q � I� Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 451 624 09/08/11 REGISTERED CIVIL EN INFER DATE QROFEsslO�-q RICHARD �E. IVY 09/08/11 21570 m PLANS APPROVAL DATE 01- No � � THE STA TE OF C% L IFORN114 OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR s CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of cA�IF°�� COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 RAMP METERING SYSTEM (LOCATION 1) SCALE: 1 "=50' PROJECT NUMBER & PHASE N � o� N 0 o0 �Ln o0 Q0 II II 00 ww 00 J J IL a - w w F- 0 O o O I 'O w �O � I QO J o x x 91 a w I I V) I o m �- w m QLL-]CD o Jz w O U U I u/ W aw = U C-) U z O a O w cry z a w O z w Q F -- r) w 0 f r; i 3-1 MATCH LINE STA 30+67 SEE SHEET E-11 NOTE: 3"C MT ( CONDUCTORS BY SCE) — SCE HAND HOLE H142C 1 o FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800ua010odgn PROJECT NOTES (THIS SHEET ONLY) ❑1 INSTALL RAMP METER SIGNAL PER DETAIL "A" ON SHEET E-120 MINSTALL STATE FURNISHED MODEL 170 CONTROLLER ASSEMBLY WITH MODEL 334 CABINET AND FOUNDATION AS PER ES -3C, IS TO BE LOCATED 30' MINIMUM FROM EDGE OF TRAVELED WAY. F3]INSTALL STATE FURNISHED MODEL 170 CONTROLLER ASSEMBLY WITH MODEL 334 CABINET AND FOUNDATION AS PER ES -3C. ® SEE SHEET E-12 FOR LOOP INSTALLATION DETAILS° ❑5 INTERNALLY ILLUMINATED ''METER ON's SIGN PER DETAIL CASE 1 ON SHEET E-12 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 452 624 09/08/11 REGISTERED CIVIL EN INEER DATE QR°FEsslolvq 09/08/11 PLANS APPROVAL DATE THE STA TE OF C% L IFORN114 OR ITS OFFICERS OR AGENTS SHW L NOT BE RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 PROJECT NOTES (THIS SHEET ONLY): F6] INSTALL TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE AS PER ES -2C AND ES -2F. ADDRESS: 10237 CHERRY AVE, FONTANA, CA RICHARD ��� Eo IVY z w No. 21570 m �Exp. sT C� IVIL P ATF OF CAL 1F0ti SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 CTID: 085401 0001 3.1 68M CONDUCTOR RUN 1 METER "A"'. 3 4 5 6 100 A, 240V 2P (MAIN BREAKER) LS -3 30 A, 240V 2P, CB (LIGHTING - WB ENTRANCE RAMP) 30 A, 240V 2P, CB (LIGHTING - WB LOOP ENTRANCE RAMP) 30 A, 240V 2P, CB (LIGHTING - WB EXIT RAMP) 30 A, 240V 2P, CB (SIGN ILLUMINATION - WB EXIT RAMP) 30 A, 240V 2P, CB (SIGN ILLUMINATION - WB MAINLINE) 15 A, 120V 1 P, CB (LIGHTING CONTROL) 15 A, 120V 1 P, CB (SIGN CONTROL) 15 A, 1 P, TEST - SWITCH (SIGN ILLUMINATION) CTID: 085401 0001 3.1 68M METER "B 100 A, 240V 2P, (MAIN BREAKER) TC -1 20 A, 120V 1 P, CB (WB - RAMP METERING) 20 A, 120V 1 P, CB (WB LOOP - RAMP METERING) F7]INSTALL TYPE III -BF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE AS PER ES -2C AND ES-2Eo ADDRESS: 10235 CHERRY AVE, FONTANA, CA CTID: 085401 00013.172M 100 A, 240V 2P, (MAIN BREAKER) GS -1 20 A, 1 20V 1 P, CB ( IRRIGATION) CONDUCTOR AND CONDUIT SCHEDULE CABLE TYPE CONDUCTOR RUN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 12 CSC RAMP SIGNAL 2 - - 2 - - - - - 1 1 - - 2 2 3 CSC METER ON 1 - 1 - 1 - - - - - - - - - 1 #6 SERVICE 2 2 - - - - - - - - - - - - 2 #6 GROUND 1 1 - - - - - - - - - - - - 1 #8 GROUND 1 - 1 1 1 1 1 1 1 1 1 1 1 1 1 LOOP WIRES - - - - - - - - - - - 8 - - - DEMAND 2 - - 2 - - - - - 1 1 - - 2 2 PASSAGE 2 - - 2 - - - 1 - 1 1 - 1 2 2 DLC MAINLINE 8 - - 16 - - 8 8 8 - 8 - - 8 16 QUEUE 2 - 2 2 - - - - - - - - - - 2 COUNT 2 - 2 - - 2 - - - - - - - - - TOTAL 16 - 4 22 - 2 8 9 8 2 10 - 1 12 22 CONDUIT SIZE 2-3 2 2" 4" 2" 2" 2 2 3" 2" 3" 3" 2" 4" 2-3" CONDUIT FILL % 9% 7% 14% 21% 6% 6% 19% 21% 9% 21% 17% 2% 4% 15% 10% * INSTALL CONDUIT IN BARRIER THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES RAMP METERING (LOCATION 2) SCALE: 1 "=50' UNIT 2232 1 PROJECT NUMBER & PHASE SOYSTEfN N � O 03 NN o0 03 o0 II �� 00 ww 00 J J IL a- ww F - 0 O O 'O w �O QO J O x a w I I V) W I 0 x o m w QLL-] Jz u- I un aw UC-) �- m o w w = U � 0 3 4 5 6 7 8 9 10 11 12 13 LL] (MAIN BREAKER) LS -3 30 A, 240V 2P, CB (LIGHTING - EB ENTRANCE RAMP) 12 CSC u _ - - Q w - Q z = 1 O_ U - � Q 3 CSC v 2 2 z z - - o - LL_ O - - V) #6 SERVICE 2 - z 2 - Q - - - - - - - #6 GROUND 1 - - 1 - z - - O - - - - CONDUCTOR AND CONDUIT SCHEDULE CABLE TYPE CONDUCTOR RUN 1 2 3 4 5 6 7 8 9 10 11 12 13 2P (MAIN BREAKER) LS -3 30 A, 240V 2P, CB (LIGHTING - EB ENTRANCE RAMP) 12 CSC RAMP SIGNAL 2 - - - - 2 2 1 - - - - - 3 CSC METER ON 2 2 2 - - - - - - - - - - #6 SERVICE 2 - - 2 - - - - - - - - - #6 GROUND 1 - - 1 - - - - - - - - - #8 GROUND 1 1 1 LOOP WIRES - - - - - - - - - - 8 - 8 DEMAND 2 - - - - 2 1 1 1 - - - - DLC PASSAGE 2 - - - - 2 2 1 - - - - - MAINLINE 16 - - - - 16 16 16 - 16 8 8 8 QUEUE 2 2 - - - - - - - - - - - COUNT 2 2 2 - 2 - - - - - - - - TOTAL 24 4 2 - 2 20 19 18 1 16 8 8 8 CONDUIT SIZE 2-3" 2" 2" 2" 2" 4" 4" 4" 2" 3" 3" 3'I 3" CONDUIT FILL % 11% 1 8% 10% 7% 6% 20% 19% 15% 4% 17% 10% 9% 10% PROJECT NOTES (THIS SHEET ONLY) F6] INSTALL TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE AS PER ES -2C AND ES -2F. ADDRESS: 10352 CHERRY AVE, FONTANA, CA CTID: 085401 0001 301 69M THIS SHEET ONLY): Exp. METER "A" o THE STA rE OF CAL IFORN114 OR 17-5 OFFICERS C I V I L ❑1 INSTALL RAMP METER 100 A, 240V 2P (MAIN BREAKER) LS -3 30 A, 240V 2P, CB (LIGHTING - EB ENTRANCE RAMP) WITH MODEL 30 A, 240V 2P, CB (LIGHTING - EB EXIT RAMP) 30 A, 240V 2P, CB (SIGN ILLUMINATION) 15 A, 120V 1 P, CB (LIGHTING CONTROL) 15 A, 120V 1 P, CB (SIGN CONTROL) 15 A, 1 P, TEST SWITCH (SIGN ILLUMINATION) CTID: 085401 0001 301 69M METER "B" o 100 A, 240V 2P, (MAIN BREAKER) TC -1 20 A, 1 20V 1 P, CB (RAMP METERING) 15 A, 1 20V 1 P, CB (CCTV) z O x Q cry + 11R3" LINE I� 0')X w � Q w � w Lu W � Q (T) J lit W p W = un U I � Q Z O x Q U O w a �v BORDER LAST REVISED 7/2/2010 MATCH LINE STA 30+67 SEE SHEET E-10 g 69 USERNAME=>p0099563 DGN FILE => 846800uc011odgn 6 4L&0 RMS#3 —F21 21 3 O O O rn aw U) w w w z c =/� H J W w A� cn 7 1 o FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 453 624 09/08/11 REGISTERED CIVIL EN INEER DAT E QR°FEsslO�� RICHARD '- �E. IVY 09/08/11 21570 m PLANS APPROVAL DATE No. PROJECT NOTES THIS SHEET ONLY): Exp. THE STA rE OF CAL IFORN114 OR 17-5 OFFICERS C I V I L ❑1 INSTALL RAMP METER SIGNAL PER DETAIL ''A'' ON SHEET OR AGENTS SHAL L NOT BE RESPOSIHL E FOR s THE ACCURACY OR COMPLETENESS OF SCANNED q°oF E-12. COPIES OF THIS PLAN SHEET cALIF PARSONS 3200 EAST GUASTI ROAD SANBAG Efl INSTALL STATE FURNISHED MODEL 170 CONTROLLER ASSEMBLY WITH MODEL 334 CABINET AND FOUNDATION AS PER ES-3Co SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 ❑3 SEE SHEET E-12 FOR LOOP INSTALLATION DETAILS. ®INTERNALLY ILLUMINATED ''METER ON's SIGN PER DETAIL "B" CASE 2 ON SHEET E-120 F5] SEE SHEETS E-13, E-23, AND E-25 FOR RMS FIBER OPTIC COMMUNICATION DETAILS° R /W Rq �, INFO.------------------------ 6— Dist --------------6— CHERRY AVE WB EXIT RAMP --------------------- All LINE ----- (T --- ----a............�._.........�----------------------------- — WB Rte 10-- ❑ - -- 9 A O� _ ------------------- " B " LINE E B Rte -1 0—/j '/�1— 1 Q �/ T_ — 8 -- - T-10 LINE ..RS.. LIUE 8 6 '7/6\ R/W CHERRY AVE 1 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES (T) wwwwAskirm no CT) \ \ �R/W 3 1 7\8 RAMP METERING S YSTEM (LOCATION 3) SCALE: 1 II=50' UNIT 2232 PROJECT NUMBER &PHASE N � o00 N -I- 0 O o0 n � II II � p W W O O J J IL a- ww F - 0 O 00 I 'O w O QO J 0 x x 91 0 w u I u� om w m �o Q W J z W U �z U U J u/ W Q W = U 0 U O LL] u/ _ --1 Q Q W z = O U � Q U z z 0 LL- 0 z V) Q z O z 0 Q 0 cry z Q 0 z W Q F -- r) W 0 ,r;i TI RAMP METER SIGNAL NOTES (THIS SHEET ONLY)OD 1-11 TYPE 1-A SIGNAL STANDARD. [2] 3 -SECTION 12" SIGNAL HEAD (RED, YELLOW, GREEN), 12 FULL CIRCLE VISORS. [3]2 -SECTION 8" SIGNAL HEAD (RED, GREEN), 8" FULL CIRCLE VISORS° 14-1BACKPLATE. [5]"R89 (CA)" AND "R10-6" SIGNS MOUNTED ON POLE. ATTACH WITH GALVANIZED 1/4'' 0 x 3/4 BOLTS, HEX NUTS, PLAIN AND LOCK WASHERS. SEE SIGN PLANS. F6] 1 -SECTION 8" SIGNAL HEAD (RED), 8" FULL CIRCLE VISOR. [7]FOUNDATION - SEE RSP ES -7B. T AITr rlKI"'_LY ILL I IA A T K I A Trl ( -N MES SHEET CASE 1 TP DETAIL "B" CASE 2 RAMP METER ON SIGN DETAIL 16 11 DETAIL "B" INTERNALLY ILLUMINATED METER ON SIGN MESSAGE DETAIL BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800ua012odgn Elev EP T\/ -')-T DETAIL "A" RAMP METER SIGNAL DETAIL r r r r-) A A A I- l k A r T r f l I v VVIV I r\IJLLCl1 JLL I\/-11V1I IVIL I LI\ CABINET SIGNAL DETAIL "A", THIS SHEET DETAIL "C" 2 LANE RAMP LOOP INSTALLATION DEATIL THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES NRALLEL TO THE NCE OF THE ROADWAY) Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 454 624 09/08/11 REGISTERED CIVIL EN INEER DATE QR°FEsslo�� 09/08/11 PLANS APPROVAL DATE THE STATE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT BF RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 20/-0" RICHARD E. IVY wNo_ 21570 m Exp. s CIVIL P F FF CAL 1F0 ti SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 JLL J I /-11VLJ/-\I \u I L/-\1 V L J -)u I VI \ APPROPIATE TERMINATION AND JOINT DETAIL DETAIL "D" MAINLINE LOOP INSTALLATION DETAIL UNIT 2232 ANS AVEL) PROJECT NUMBER & PHASE E-1 2 x x x x KI 0 � w m un w w w w � Q 0 z III U) Z O cn O Cr > U Q H W D M / w LLJ m Q LL] W 01 J CD U U J u/ W Q W = U 0 U 0 LL] m un = Q Q w z = O_ U � Q U z z O LL- O V) z Q z O z 0 Q O r z a 0 z w Q w 0 f r; i CAT 5E CABLE CAT 5E CABLE BORDER LAST REVISED 7/2/2010 334 CABINET 334 CABINET \1H I JL I Hul I RAMP METERING SYSTEM LOCATION 1 TYPE ''D" C/ TO SPLICE VAULT (SEE SHEET E-25 FOR DETAILS) USERNAME=>p0099563 DGN FILE => 846800uc013.dgn RAMP METERING SYSTEM LOCATION 2 334 CABINET RAMP METERING SYSTEM LOCATION 3 FIBER OPTIC JUMPER CAT 5E CABLE POWER STRIP ,�ETWORK TO SERIAL ADAPTOR CARD FIBER OPTIC JUMPER CAT 5E CABLE POWER STRIP ETWORK TO ERIAL ADAPTOR ,ARD THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES lAprawl, Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 455 624 09/08/11 REGISTERED CIVIL EN INEER DATE QR°FEsslolvlq 09/08/11 PLANS APPROVAL DATE THE STATE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT BF RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS o < RICHARD E. IVY z w No. 21570 m Exp. s CIVIL P F FF CAL 1F0 ti 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 I r rt U I.H0Lt FROM SPLICE VAULT MODEL 170 CONTROLLER INTERFACE LOCATIONS 2 AND 3 _E 1TION PANEL RCONNECT AND JNIT RAMP METERING SYSTEM COMMUNICATION SYSTEM DETAILS NO SCALE UNIT 2232 PROJECT NUMBER & PHASE E-13 N � o03 N� o0 O 00 ww 0 0 J J IL a- ww F - 0 O o O 'O w O QO J O x 0 0 a w I I V) I z O Q 0 w cry z Q w 0 z w Q F -- r) w 0 '01r; 1 PROJECT NOTES (THIS SHEET ONLY ) Fl LIGHTING (CITY STREET); ELECTROLIERS AND CONDUCTORS TO BE INSTALLED BY SCE. CONDUIT AND PULL BOXES TO BE INSTALLED BY CONTRACTOR. 1 2"C9 2#6 (ICC), 1#8 (G) — CITY Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 456 624 09/08/11 REGISTERED CIVIL EN INEER DATE QROFEssIo'lq 09/08/11 PLANS APPROVAL DATE THE STATE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT BE RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD ��� Eo IVY z w No. 21570 m Exp. sT CIVIL P ATF OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800ua014.dgn THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES i Ln J I � W W W �J = 7 � J W U u� H- Q 75 M ODIFY LIG HTING AND SIGN I L L U M I 'N" A T 10 N (CITY LOCATION) SCALE: 1 ''=50' UNIT 2232 1 PROJECT NUMBER & PHASE E-14 N a- O - N Ln � oa Q0 O M I-- n n II II I � p i Ld W 00 IL J a- i w W F- 0 O O I w Oi O O J O * INSTALL CONDUIT IN BARRIER 04 0 w m un w LLI W1 /2"C 9 MT w (CONDUCTORS BY SCE) SCE HAND HOLE H983E SEE SHEET E-11 FOR - x SERVICE DETAILS 11 3'1C 9 MT ( CONDUCTORS —\ z BY SCE) w z o SEE SHEET E-3 FOR SERVICE can DETAILS o > 8 Q l � U w o O ---- Ln — — — — — om m + �- — — — — — fl - (\j — — � o Q — — — — LLICD — Jz Q W O u� w W Qw w �o w z_ _ xo = w _ — — L U u� I— Q .y LL] Q 1 00W Q = ES -9E O U Det P � Q u z 0 8 O V) Q 1 00W ES -9E Det P z O Mme i w - Q c~r> V BORDER LAST REVISED 7/2/2010 Dist COUNTY ROUTE POST MILES SHEET TOTAL PROJECT NOTES (THIS SHEET ONLY) TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 457 624 1 2"C, 4#4(LTG), 2#4(SIGN ILLUMINATION), 2#10(TEST SWITCH), 1#4(G) ET 09/08/11 oFEssl TA 6g0+50 SEE SHE � � 2"C 4#4 LTG 2#4 SIGN ILLUMINATION 2#1 0 TEST SWITCH),1 #4 G REGISTERED CIVIL EN INEER DATE � eR oN�< MATCHLINE S 1 2 2 9 ( ) 9 ( ILLUMINATION), ( O � � �� ` RICHARD f� 09/08/11 Eo IVY z 2 2#1O(TEST SWITCH) 1#4(G) w No. 21570 m I 1 3 9C 2#4 (SIGN ILLUMINATION), 9 PLANS APPROVAL DATE I I I I Exp. � 7 p_ �� I I 0 2" C 4# 4 (LTG) 1#4(G) THE STATE OF C% L IFORNIA OR ITS OFFICERS OR ACENTS SHW Z NOT RE RESPONSIRL E FOR sq C I V I L P - A B I I I Q 4 9 9 THE ACCURACY OR COMPLETENESS OF SCANNED F (� of CAL 1F0 COPIES OF THIS PLAN SHEET - 0 R/W 1 Ipl Iplo Z ��� 5 2"C 9 2#8(LTG)9 2#8 (SIGN ILLUMINATION) 2#10(TEST SWITCH), 1#8(G) PARSONS SANBAG 1� 1 2 (T) 3200 EAST GUASTI ROAD W 3RD STREET RC ! I I CD �� SUITE ONTARIO, CALIFORNIA 91 761 SANOBERNARDINO CA 9241 0 X I ,� q;6 2 C9 2#10(LTG)91#8(G) -4 Lp-jr- I ISI CD CD�' 7 P00 N 7 2'C9 2#10(LTG)9 2#10(SIGN ILLUMINATION)9 2#10(TEST SWITCH) 9l#8(G) 'I 7 ', Iwl � � R C (T) Q AB ; I I I I g 1 "C9 2#1 0(LTG),1#8(G) - CITY OC RS I I g 2"C, 4#4 (LTG), 2#4 (SIGN ILLUMINATION), 2#8 (LTG), 2#8 (SIGN ILLUMINATION), pAB 4#10(TEST SWITCH), 1#4(G), 1#8(G) 2C9 2#6 (ICC), 1#8(G) 11 2 C9 2#6 (ICC), 1#8(G) - CITY 12 2 C9 2#4 (LTG), 1#4(G) �' 1 2 v W I I ;, I I I I I (T) ICC SEE I 693+71 IRRfGATION PLANS 6 8 I I 131+97 8 (T) R/W 8 SCE HAND HOLE H142B RC I 9A 10 8 1 /2''C 9 MT ( CONDUCTORS BY SCE) I RS � � � 38+54 1 4 +39 10 1 --------------- A B --- R S I,I J ------------------ ---------------------------------- - --- O T) — — o �- - - - - - - - - - - - - - - - - - - - - o - + �— — Ld — rn _ _ _ _ 6 w i i — I �❑—I— — , y _ _ _ — — — — — 8 40 1 Ld _ un � 1 - — — ASPH —� Z 6 — — — - - ----------- ---------- I �RC - 33+79 FFTTT Q 69 +00 �I m cr- I 39+93 El W zk SEE SHEET rn 6' I I uJ c� O (T) E-10 FOR 1 1 1 1/2"C9 MT 7 z o i SERVICE 1' C MT Q Q 703+38 (T) DETAILS (CONDUCTORS 4 (CONDUCTORS BY SCE) cr-BY SCE) r ►— j SEE SHEET E-5 d� 0 z FOR SERVICE AB i I 6 \ I I DI cr- W DETAILS ICC (CITY), i _ SEE IRRIGATION PLANS `` it L RC IT v O ISI 8 g SCE HAND HOLE H142A 4 2 1004 (T) ISI 701 +75 T I I � � Q RC I 698+00 ( ) � 5 I I �AB 3 I I (T) 2 2 e� (T) (T) PROJECT NOTES THIS SHEET ONLY I I 709+84 o 1 ELECTROLIERS AND CONDUCTORS TO BE R/W CrI I I � / �, ❑ LIGHTING (CITY STREET); 09 2 / Q INSTALLED BY SCE. CONDUIT AND PULL BOXES TO BE INSTALLED w I i� J (T) BY CONTRACTOR V, T II O o I /T OiE amI I D 5 N a_ II 9A N d � LSI I o I � oa Q I ES 5A ES 15D ES 15C (T)z , I 2 SL SC1 �q `uj 6 R / W wAp.S�y� j� ��' g A 00 Lu MH T I N C3 A ON' DA-DIFY =L L U M I'm A T I --:2 F 6- �~ MATCHLINE STA 699+50 SEE SHEET E-18 9 5 - z O �.76)X I I A I® o s SCALE: 1 "=50' w o USERNAME=>p0099563 DGN FILE => 846800ua015odgn THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE - IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE O —15 N - 0 x x 0 91 z w U) z O O > C:) Cr a U W � I � m � W m Q LL] D Jz w U U JU� w Q IL _ U 0 U O LL] Un = --1 Q Q w z = O_ U � Q U z z O LL- O V) z Q cn z O v z O Q O w cry z Q w O z w Q F -- r) w 0 w r;; PROJECT NOTES (THIS SHEET ONLY)c. 1 2'1C, 2#4(LTG), 1#4(G) 2 2"C, 2#10 (LTG), 2#10 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8(G) 3 2'C, 2#10(SIGN ILLUMINATION), 2#10(TEST SWITCH),1#8(G) R- W W W W V) O Ln I,— Q9 Q F-- W z U I— Q Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 458 624 09/08/11 REGISTERED CIVIL EN INEER DATE QR°FEsslolvq 09/08/11 PLANS APPROVAL DATE THE STATE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT BF RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD E. IVY z w No. 21570 m c Exp. sT CIVIL P ti F FF CAL1F0 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 * INSTALL CONDUIT IN BARRIER BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800ua016odgn THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES I FY L IGHTING A ND I�N I L L mum RM I N —04-5- T I Ne SCALE: 1 II=50' UNIT 2232 1 PROJECT NUMBER & PHASE E — 16 x 0 0 a w I I V) I z w z O mi cn O > C:) 01 Q � U W w — Q V-) V BORDER LAST REVISED 7/2/2010 PROJECT NOTES (THIS SHEET ON 2'C, 2#4 (LTG), 1#4(G) * INSTALL CONDUIT IN BARRIER USERNAME=>p0099563 DGN FILE => 846800ua017.dgn 670 WB Rte 10 4 1 675 EB Rte 10_ R/W THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 3 UNIT 2232 Q0 I w Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 4 59 624 09/08/11 REGISTERED CIVIL EN INEER DATE eR°FEsslo�� %< RICHARD �E. IVY 09/08/11 21570 m PLANS APPROVAL DATE 01- No � � THE STA TE OF C% L IFORN114 OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR s CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of CAL 1F0' COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 MODIFY Ll GHTING AND SIGN ILLUMINATION SCALE: 1 II=50' PROJECT NUMBER & PHASE E- 17 x x 0 LL] m i u� n > ww � w w � Q 0 om w m QLL] o Jz w O U U J u, W Q W U 0 U -fr; � w - Q c~r> V 1 � Io X Cock \\ PP 4823084E R /W 009+89 3 0 1�1q 7," Ln w 1� 9A (T) (T) 2 3 4 15 6 7 8 9 (T) (T) 71 1+30 ----------------- ( T RC L 9A RC — X05— — — — 6— — — - - _ 7-- — - — RS AB — — �, 710— `-J RS — 1— �❑ AB RS AB A - L Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 460 624 09/08/11 REGISTERED CIVIL EN INEER DATE QROFEssl°N�< RICHARD Eo IVY 09/08/11z PLANS APPROVAL DATE No, 21570 � Exp. � THE STA TF OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT HE RFSPOVSIBL F FOR s CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of CALIF°�� COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 */1 */1 713+11 'rim • ----- -- ------ ------ - w - - -_ W V / W /w V / I— BORDER LAST REVISED 7/2/2010 PROJECT NOTES (THIS SHEET ONLY)° 1 2"C9 2#8 (LTG), 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8(G) 2 2"C9 2#10 (LTG),1#8(G) F3]CITY LOCATION° ELECTROLIERS, CONDUCTORS, AND PULL BOXES TO BE INSTALLED BY SCE. CONDUIT TO BE INSTALLED BY CONTRACTOR° USERNAME=>p0099563 DGN FILE => 846800ua018odgn * INSTALL CONDUIT IN BARRIER THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 MODIFY LIGHTING I AND SIGN > ILLUMINATION Q I 0 O O 0 w LL (T) (T) 71 1+30 ----------------- ( T RC L 9A RC — X05— — — — 6— — — - - _ 7-- — - — RS AB — — �, 710— `-J RS — 1— �❑ AB RS AB A - L Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 460 624 09/08/11 REGISTERED CIVIL EN INEER DATE QROFEssl°N�< RICHARD Eo IVY 09/08/11z PLANS APPROVAL DATE No, 21570 � Exp. � THE STA TF OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT HE RFSPOVSIBL F FOR s CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of CALIF°�� COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 */1 */1 713+11 'rim • ----- -- ------ ------ - w - - -_ W V / W /w V / I— BORDER LAST REVISED 7/2/2010 PROJECT NOTES (THIS SHEET ONLY)° 1 2"C9 2#8 (LTG), 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8(G) 2 2"C9 2#10 (LTG),1#8(G) F3]CITY LOCATION° ELECTROLIERS, CONDUCTORS, AND PULL BOXES TO BE INSTALLED BY SCE. CONDUIT TO BE INSTALLED BY CONTRACTOR° USERNAME=>p0099563 DGN FILE => 846800ua018odgn * INSTALL CONDUIT IN BARRIER THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 MODIFY LIGHTING AND SIGN ILLUMINATION SCALE: 1 I'=50' PROJECT NUMBER & PHASE E-18 N � o03 N� o0 O oa oo; Ldwi O O j ILJ; w w F- 0 O O O w O O J O x a w I I V) I om � w m QLL-] o Jz w �C U U I unw aw = U C-) U PROJECT NOTES (THIS SHEET ONLY) 1 2"C9 2#10 (LTG), 1#8(G) 2 2"C9 2#8 (LTG), 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8(G) 3 2"C9 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8(G) 1- * INSTALL CONDUIT IN BARRIER O w Q c~r> V BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800ua019odgn F - w Lu V) Lu LTJ cn O Ln M a IN I -- — — — — — WB Rte 10 715 EB Rte 1-0 R /W � 71� 1 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 461 624 09/08/11 REGISTERED CIVIL EN INEER DATE QROFEsslO�� RICHARD �E. IVY 09/08/11 �� 21570 m PLANS APPROVAL DATE � No. � � THE STATE OF C% L IFORNIA OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR s CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED ATF of cA�IF°�� COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 M OQIFY SIGN LIGHTING AND La MI NATION SCALE: 1 II=50' PROJECT NUMBER & PHASE E-19 x 0 0 a w m I (n I � m � W m Q LL] J z W CD U — U I u� LLI Q w = u m U 0 LL] m u _ --1Q Q w z = O_ U � Q u z z O LL- O Ln z Q cn z O v z 0 Q 0 w cry z Q L� 0 z w Q F -- r) w 0 w r;; PROJECT NOTES THIS SHEET ONLY) F-11 LIGHTING (CITY STREET); ELECTROLIERS AND CONDUCTORS TO BE INSTALLED BY SCE. CONDUIT AND PULL BOXES TO BE INSTALLED BY CONTRACTOR. 1 �/2'1C, MT ( CONDUCTORS BY SCE) BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800ua020odgn THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 462 624 09/08/11 ROFESS10 REGISTERED CIVIL EN INEER DATE e lvq 09/08/11 PLANS APPROVAL DATE THE STATE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT BE RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD E. IVY z w No. 21570 m Exp. s CIVIL P ti qTF OF CAL SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 N � O � N � o0 � o II II � p i MODIFY LIGHTINU AN Ll 00' a - SIGN ILLUMINATlu"N wwl a o � i z O SCALE: 1 II=50' I I i O w -1 oI PROJECT NUMBER & PHASE x 0 91 a w I I V) I O LL] u/ _ --1 Q Q W z = O_ U � Q u z z O O V) z Q z O C2 z O Q O w cry z Q w O z w Q F -- r) W 0 '011;1 CTID: 08540100013o168M SEE SHEET E-10 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 463 624 09/08/11 REGISTERED CIVIL EN INEER DATE eR°FEsslo�� RICHARD E. IVY z No. 21570 m Exp. s CIVIL P OF CAL FO? ti BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800ua021odgn CTID: 085401 0001 3.1 69M SEE SHEET E-11 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 3RD STREET �NARDINO, CA 92410 SECONDARY ,a r� Q T ION t W IMINU UlAU '[AM ) PROJECT NUMBER & PHASE NO SCALE X 0 91 a w V) I I � m � W m Q LL-] r J z W U U U I u/ w Q w = U C-) U fr ;1 GENERAL NOTES ( THIS SHEET ONLY ) 1 o FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° 20 SEE SHEET E-13 FOR RAMP METERING SYSTEM COMMUNICATION DETAILS° 3. CCTV AND FIBER OPTIC COMMUNICATIONS SHALL REMAIN OPERATIONAL DURING CONSTRUCTION° TEMPORARY CCTV AND FIBER OPTIC CONDUIT MOUNTING METHODS AND LOCATIONS TO ARE TO BE APPROVED BY THE ENGINEER IN THE FIELD. TRENCH IN ASPHALT (SHEETS E-22 AND E-23 ONLY): /'11 \AT AI TI AI I A PROJECT NOTES (THIS SHEET ONLY) F1 AB EXISTING FIBER OPTIC CONDUIT. F2] 4'' CONDUIT WITH 4 1'' INNERDUCTS AND 1 EACH TYPE ''A ''B AND "C" FIBER OPTIC CABLES. F3] FRS] EXISTING WIRELESS VEHICLE DETECTION SYSTEM STANDARD AND EQUIPMENT. LEGEND (SHEETS E-22 AND E-23 ONLY): ® NEW SPLICE VAULT 17--A 1\ ./I FXTCTTNI(: CPI T('F \/AI II T Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 464 624 09/08/11 REGISTERED CIVIL EN INEER DATE QR°FEsslo�� 09/08/11 PLANS APPROVAL DATE THE STATE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT BE RESPONSIRL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS RICHARD E. IVY z w No. 21570 m �Exp. � sT CIVIL P ATF OF CAL 1F0 3200 EAST GUASTI ROAD SANBAG SUITE 200 1170 W 3RD STREET ONTARIO, CALIFORNIA 91761 SAN BERNARDINO, CA 92410 BORDER LAST REVISED 7/2/2010 L/\1 J 1 1114 V I 1LJLI \ VI I I \i \.1/"\LJ LL - AND CONDUITS TO REMAIN° USERNAME=>p0099563 DGN FILE => 846800ua022.dgn THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES rEM MODIFY COMMUNICATION SYSTEM UNIT 2232 SCALE: 1 "=50' PROJECT NUMBER & PHASE E-22 N � O O N N � o0 � n I � p I w W ~ � I Q O IL J a- i w LLQ F- 0 O O w Oi O O J O x 0 � w m un w w > w w � Q 0 z w z O O> C) - Cr Q Y U o Ld o x I om w QLL] Jz O U J u/ Q W U 0 m o w U W = U � 0 1'' INNERDUCTS AND 1 EACH TYPE "A",''B'', AND "C" FIBER OPTIC CABLES. D RS EXISTING CCTV CAMERA AND POLE. TE L E VISION LL] SYSTEM M OD IFY COMM u _ CA TIO Q w N Q z = TE O U u z z m O LL- O V) z Q z O CAT 5E AMU 0( I 2"C9 1 TYPE I'D'' (ICC) f, CAT 5E 1 SEE SHEET E-5 FOR DETAILS CAT 5E (T�) Q (T) 2"C, 1 TYPE I'D'' (ICC) rr Lu I ----------------------- U o o o s 8M \ ICC9 SEE IRRIGATION I PLANS aM� 1N0 QO (T) CAT 5E \ j 2"C9 1 TYPE "D'' (ICC) T I SIC TYPE I'D'' CABLE I I I I I AND CAT 5E CAT 5E I I I I I (T) M I I I SEE SHEET E-10 #2 SEE SEE SHEET E-10 I I I FOR DETAILS FOR DETAILS I I � II I I I �1 RMS#1 TYPE I'D'' CABLE I II I - P I 6 TSA EN l y y 6�5 I WB LOOP 4 ICHERRY Av e 3 III I l II z 0 x Q � N 2 Ld z w 1 �5 '— w 3 _ p cn Ld z w - w cn — - '— O a Ln w + w CV o rn �o Q SEE SHEET-' u E-11 FOR SERVICE Lu DETAILS O T- x _ Q U U F— w Q C:) 2 w a c~r> V BORDER LAST REVISED 7/2/2010 9 14 di till - - I 1�J ❑3 69110- 7 RC O SIC - Q, � RMS#3 PROJECT NOTES (THIS SHEET ONLY): F-11AB EXISTING FIBER OPTIC CONDUIT, F2] 4'' CONDUIT WITH 4 1'' INNERDUCTS AND 1 EACH TYPE "A",''B'', AND "C" FIBER OPTIC CABLES. D RS EXISTING CCTV CAMERA AND POLE. F4 INSTALL SPLICE CLOSURES AND SPLICE TRAY, SEE SHEETS E-25 AND E-27 FOR SPLICE VAULT DETAILS, �5 INSTALL NEW CCTV SYSTEM, SEE SHEET E-24 FOR DETAILS. E H EXISTING WIRELESS VEHICLE DETECTION SYSTEM STANDARD AND EQUIPMENT. Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 465 624 09/08/11 REGISTERED CIVIL EN INEER DATE �ROFF lvlq< RICHARD E. IVY 09/08/11 �z PLANS APPROVAL DATE L13 No. 21570 � Exp. � THE STATE OF C% L IFORNIA OR ITS OFFICERS OR ACENTS SHALL NOT RE RFSPOVSIBL F FOR s CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED �= of C L 1F0 COPIES OF THIS PLAN SHEET PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 GENERAL NOTES (THIS SHEET ONLY):- 1 NLY)1 o FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE° 20 SEE SHEET E-13 FOR RAMP METERING SYSTEM FIBER OPTIC COMMUNICATION DETAILS. 3. CCTV AND FIBER OPTIC COMMUNICATIONS SHALL REMAIN OPERATIONAL DURING CONSTRUCTION° TEMPORARY CCTV AND FIBER OPTIC CONDUIT MOUNTING METHODS \ AND LOCATIONS TO ARE TO BE APPROVED BY THE ENGINEER IN THE FIELD. \ R /W AS - ------------- — — X05— — — 6— W— — — — _ ---------------- ------------------------------- ----------------------- B ---- -- ----- -EB Rte_ 1 p 70-5 — — — 7-- — — — — Ell f0 — �O -f °- -- - f ° - - 2 fe —� \�'2"C, 1 TYPE I'D'' CABLE SEE SHEET E-11 FOR DETAILS 2"C 9 1 TYPE I'D'' CABLE III SEE SHEET E-3 FOR DETAILS 2"C9 2#8 (CCTV), 1 #8(G) USERNAME=>p0099563 DGN FILE => 846800uc023.dgn THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 3 R/W —-705 7 CHERRY Ave EB ENTRANCE RAMP —fo— CONNECT TO SPLICE VAULT 2 1 STA. 707+10 SEE DETAIL SHEETS E-25 AND E-28 EXISTING FIBER OPTIC CABLES AND CONDUITS TO REMAIN m 0 u I F Y CL OSED CIR GU I T TE L E VISION SYSTEM M OD IFY COMM UNI CA TIO N SY S- TE M SCALE: 1 II=50' UNIT 2232 PROJECT NUMBER &PHASE E-23 N � N� o0 �N oo; Ld w 0 0 J J IL a- F- w a o � z O O w O �O O J O x x 0 w m i u� n > LL] w Q 0 0 I LL] m un = --1 a Q w z = O U U z z O LL- 0 V) Z Q _ z O z r CD U EW CCTV ASSEMBLY CONTINOUS REINFORCED SLOTTED HOLE CCTV COMPOSITE CABLE "J" HOOK FOR CABLE SUPPORT GRIP STRAIN RELIEF CABLE GRIP CCTV COMPOSITE CABLE TYPE 35 CCTV CAMERA POLE PER ES -16A BORDER LAST REVISED 7/2/2010 "'IRONMENTAL ENCLOSURE WITH CCTV CAMERA PAN AND TILT DRIVE UNIT CCTV COMPOSITE CABLE FROM PAN AND TILT DRIVE UNIT ONTINOUS REINFORCED LOTTED HOLE CCTV ASSEMBLY FRONT (INTERIOR) USERNAME=>p0099563 DGN FILE => 846800uc024.dgn CCTV ENCLOSURE INSTALL CONNECTORS AS REQUIRED AC PLU CCTV CONTROL CABLE CV 21/4'� T 1 3/6�� V DIAMETER ROUND BAR "J" HOOK r -i inr"iv - PLUG 1-9 25" 0-1 FRONT SHRINK TUBING CCTV COMPOSITE CABLE 1' 151/2�� SIDE CCTV ENCLOSURE DETAILS 0.1793 3" SLOTTED HOLE Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 466 624 09/08/11 REGISTERED CIVIL EN INEER DATE QR°FEsslo�� 09/08/11 PLANS APPROVAL DATE THE STA TE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT BF RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 GENERAL NOTES (THIS SHEET ONLY ) 1D PLACE ALL COUPLINGS ON THE SAME SIDE OF POLED RICHARD E. IVY z L13 No. 21570 m Exp. sT CIVIL P ti F OF CAL IF°�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 2. CHASE NIPPLES AND SLOTTED HOLE TO HAVE A RAIN TIGHT PLUG. PLUG SHALL ONLY BE REMOVED IF CHASE NIPPLE OR SLOTTED HOLE MAIN CONNECTOR IS USED. (TO CCTV ASSEMBLY) TV COMPOSITE CABLE U -BOLT TYPE "D" CABLE FROM SPLICE VAULT DIRECTION OF TRAVEL CTV POLE U -BOLT ABINET POWER ROM SERVICE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES I I I U ETW UNIT 2232 3. ALL ATTACHMENTS9 UNLESS OTHERWISE NOTED9 SHALL BE MOUNTED TO THE POLE WITH STAINLESS STEEL STRAPS OR OTHER METHOD WITHOUT DRILLING HOLES IN THE POLED ENCLOSURE MAY REQUIRE DRILLING THROUGH THE POLE FOR MOUNTING. METHOD OF MOUNTING ENCLOSURE TO BE APPROVED BY THE ENGINEER. FOC JUN "Ir - TAI nn T\/ Af"r- r-kIMI \/ CCTV ASSEMBLY WIRING DIAGRAM N or-) NN o0 0 D o0 II II I F T 0 _j O ww (CCTV DETAILS) zo o 0 NO SCALE wo E-24 �0 QO J O PROJECT NUMBER & PHASE FILTERED VENTILATION LOUVERS O I I I I I I I I I I i I I I i I I I i I I I I I I I I I I I I I FRONT SHRINK TUBING CCTV COMPOSITE CABLE 1' 151/2�� SIDE CCTV ENCLOSURE DETAILS 0.1793 3" SLOTTED HOLE Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 466 624 09/08/11 REGISTERED CIVIL EN INEER DATE QR°FEsslo�� 09/08/11 PLANS APPROVAL DATE THE STA TE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT BF RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 GENERAL NOTES (THIS SHEET ONLY ) 1D PLACE ALL COUPLINGS ON THE SAME SIDE OF POLED RICHARD E. IVY z L13 No. 21570 m Exp. sT CIVIL P ti F OF CAL IF°�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 2. CHASE NIPPLES AND SLOTTED HOLE TO HAVE A RAIN TIGHT PLUG. PLUG SHALL ONLY BE REMOVED IF CHASE NIPPLE OR SLOTTED HOLE MAIN CONNECTOR IS USED. (TO CCTV ASSEMBLY) TV COMPOSITE CABLE U -BOLT TYPE "D" CABLE FROM SPLICE VAULT DIRECTION OF TRAVEL CTV POLE U -BOLT ABINET POWER ROM SERVICE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES I I I U ETW UNIT 2232 3. ALL ATTACHMENTS9 UNLESS OTHERWISE NOTED9 SHALL BE MOUNTED TO THE POLE WITH STAINLESS STEEL STRAPS OR OTHER METHOD WITHOUT DRILLING HOLES IN THE POLED ENCLOSURE MAY REQUIRE DRILLING THROUGH THE POLE FOR MOUNTING. METHOD OF MOUNTING ENCLOSURE TO BE APPROVED BY THE ENGINEER. FOC JUN "Ir - TAI nn T\/ Af"r- r-kIMI \/ CCTV ASSEMBLY WIRING DIAGRAM N or-) NN o0 0 D o0 II II I F T 0 _j O ww (CCTV DETAILS) zo o 0 NO SCALE wo E-24 �0 QO J O PROJECT NUMBER & PHASE X X 0 w m i u� om III m �Qo Jz w �CD �z U — U J u/ W Qw = U 0 U '011;1 Mal Exist TYPE "B'CABLE Exist TYPE 'ICI' CABLE LEGEND (THIS SHEET ONLY): SPLICE OF TWO FIBERS x— CUT AND CAP END OF FIBER, NOT Sl - EXISTING FIBER NEW FIBER COLOR CODES 1. BLUE (BL) 2. ORANGE (OR) 3. GREEN (GR) 4. BROWN (BR) 5. SLATE (SL) 6. WHITE (WT) BORDER LAST REVISED 7/2/2010 BUFFER TUBES 7. RED (RD) 8. BLACK (BK) 9. YELLOW (YL) 10. VIOLET (VL) 1 1 o ROSE (RS) 1 2 o AQUA (AQ) USERNAME=>p0099563 DGN FILE => 846800uc025.dgn RAMP METER ( LOCATION 2 ) TnnTt� A TT!1K1 t�/IAITn/11 I rm / T/-nN rWFRRY A\/F CCTV TRAFFIC SIGNAL RAMP METER (LOCATION 3) CHERRY Ave CHERRY Ave CHERRY AVE 10 EB EB ENTRANCE RAMP EB ENTRANCE RAMP THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES T BR WT BK V L- ---0 R --- B R ---W T --- B K ---V L- --- AQ '90: BR WT BK V L - AQ ---0 R --- BR ---W T ---B K ---V L- --- AQ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 467 624 09/08/11 REGISTERED CIVIL EN INEER DATE QRoFF-SS O/V-q 09/08/11 PLANS APPROVAL DATE THE STA TE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT BF RESPOSIRL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS RL AN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 r- -4-- TVDC IIDII r` A DI C LJ\ I J I I I I L 1. I.,HULL (THIS SHEET ONLY) �SULATION COLOR. MO UlF Y UNIT 2232 w z_ m U V) O O Ct)MMUNICATION RICHARD E. IVY z L13 No. 21570 m Exp. sT CIVIL P ti F OF CAL 1F0 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 SYSTEM (FIBER BREAKOUT DIAGRAM FOR TYPE C AND D CABLES) NO SCALE PROJECT NUMBER & PHASE E-25 x x 0 0 0 w u I O I � m � W m Q LL] D J z w U U J u/ w Q w = U O U O LL] O un = --1Q Q w z = O U � Q u z z O LL- O V) z Q O O z O 2 BUF I r rrr- U �-HOLL FROM SPLICE VAULT MODEL 2070 CONTROLLER INTERFACE (TRAFFIC SIGNAL) ANEL �-T AND 1 TRAFFIC CABINET 2 BUF 1 1 r- r- U I.HDLC FROM SPLICE VAULT ECTORS C CONNECTORS IBER DISTRIBUTION PANEL INSTALL FIBER OPTIC RACK MOUNTABLE INTERCONNECT AND TERMINATION UNIT IN IRRIGATION CONTROLLER CABINET IRRIGATION CONTROLLER INTERFACE Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 1 0 12.3/14.1 468 624 09/08/11 REGISTERED CIVIL EN INEER DATE QR°FEssloNq 09/08/11 PLANS APPROVAL DATE THE STA TE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT BF RESPOSIRL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD E. IVY z L No. 21570 m Exp. s CIVIL P F FF CAL1F0 ti SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 MODIFY COMMUNICATION SYSTEM (TRAFFIC SIGNAL AND IRRIGATION CONTROLLER INTERFACE DETAILS) w THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. NO SCALE E-26 BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800ua026odgn RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 1 PROJECT NUMBER & PHASE NOTES (THIS SHEET ONLY) 10 A SPLICE CLOSURE AND SPLICE TRAY SHALL BE x INSTALLED IN THE SPLICE VAULT. 20 SEE FIGURES 19 2 AND 3 FOR DETAILS ON SPLICING° x x 91 x 0 � w m un w w w w � Q 0 z w U) z O V) 0 > C) Q D U W 0 om w m QLL] o Jz w U � U J u/ W Q W = U 0 U 0 w u� _ Q Q w z = O_ U � Q U z z m 0 LL- 0 V) z Q z O z O Q O w cry z Q w O z w Q F -- r) w 0 fr ;i OO' SLAV" 30' SLACK INCOMING F OPTIC COf BORDER LAST REVISED 7/2/2010 .J V IVI I \ li L l V I L L\ L L/ Aft w■ ■w� Ina m ■■■ u JLHI.f\ TORSION ASSISTED 2 PIECE COVER NDUIT '\OUT (TYP) UTGOING FIBER OPTIC CONDUIT TYPE D CABLE — CCTV TYPE D CABLE — SIG TYPE D CABLE — RMS#3 TYPE D CABLE — RMS#2 TYPE D CABLE — Irr ' SLACK FIGURE 1 -SPLICE VAULT DETAIL USERNAME=>p0099563 DGN FILE => 846800ua027.dgn TYPE D CABLE — CCT TYPE D CABLE — SI1 TYPE D CABLE — RMS# TYPE D CABLE — RMS# TYPE D CABLE — Ir INCOMING TYPE C CABL INCOMING TYPE C CAE ONE BUFFER TL 12 FIBERS Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 469 624 09/08/11 REGISTERED CIVIL EN INEER DATE QR°FEsslo�-q 09/08/11 PLANS APPROVAL DATE THE STA TE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT BF RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET JTGOING TYPE C CABLE FIGURE 2 -SPLICE CLOSURE DETAIL PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 nllrrER TUBES THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES DE D CABLE -YPE C CABLE R TUBE �PE D ''DARK'' > IN TRAY RICHARD Eo IVY wNo_ 21570 m Exp. sT CIVIL P ti F OF CAL 1F0 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 FIGURE 3 -SPLICE TRAY DETAIL o0 00 Ld w 0 0 J J IL a- 3 MC}DIFY COMMUNICATION SYSTEM Ld LU o_ UNIT 2232 (SPLICE VAULT DETAILS) =0 20 NO SCALE LI w O moo! 2 7 O J O PROJECT NUMBER & PHASE NOTES (THIS SHEET ONLY) 10 A SPLICE CLOSURE AND SPLICE TRAY SHALL BE X INSTALLED IN THE SPLICE VAULT. 20 SEE FIGURES 19 2 AND 3 FOR DETAILS ON SPLICING° X X 91 X 0 � w m un w w > w w � Q 0 z w U) z 0 V) 0 > C) a Y D U W D om w m Jz W U U J u/ W Q W = U 0 U O LL] CL u� _ Q Q w z = O_ U � Q U z z 0 LL- 0 V) z Q z O z 0 Q 0 w cry z Q w 0 z w Q F -- r) w 0 fr ;1 Exist CABLES I BORDER LAST REVISED 7/2/2010 3G DLbAUr\ SPLICE VAULT JVIVII \ I-L—IN I LI\LU / 7n / C -I A (- I r\ EW CABLES OUT TORSION ASSISTED 2 PIECE COVER NDUIT '\OUT (TYP) Exist BUFFER TL IN FROM BACKBON NOT ALL FIBERS SHOWN Exist CABLES I ni ir-rrn -ri inrc, /-\I iT r- . Rum NEW OT ALL EW CABLES OUT UUI I LI\ I UULJ 11V I- I\UIVI LAID BACKBONE CABLES (NOT ALL BUFFER TUBES SHOWN) FIGURE 2 -SPLICE CLOSURE DETAIL NOT ALL FIBERS SHOWN =ER TUBES v BACKBONE Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 470 624 09/08/11 REGISTERED CIVIL EN INEER DATE QR°FEsslo�-q 09/08/11 PLANS APPROVAL DATE THE STA TE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHW L NOT BF RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD Eo IVY w No. 21570 m Exp. sT CIVIL P F OF CAL 1F0 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 MUDIF I y k; 0 m mam 0 M mug mNlm I A T 10 INN Y So P T E M FIGURE 1 -SPLICE VAULT DETAIL FIGURE 3 -SPLICE TRAY DETAIL (SPLICE VAULT DETAILS) NO SCALE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. � AC ts USERNAME=>p0099563 DGN FILE => 846800ua028odgn RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE N � O N O � o0 o0 o wLLji 00 J OJ IL a W w o � z 0 0 j w 0 01 0 J 0 1 04 x x x FRON DOOR 0 > w m un w w w w � Q 0 z Lu V) z 0 V) 0 > o - Q U W 0 0 I LL] _ u Q Q w z = O_ U � Q U z z 0 LL_ 0 V) z Q z O AAnMr-1 772 OR 334 CABINET 26" SIDE VIEW POLICE PANEL 'C NIPPLE SEE NOTE 1 FR DO ;EAR )OOR BOLT MOUNTING LOCATION (4 Typ) ""^'fir' -7-7' r_� 334 CABINET 26" _ �E Min TOP VIEW EXTERNAL BBS CABINET MOUNTED TO THE MODEL 332 OR 334 CABINET MODEL 332 OR 334 CABINET FRONT DOOR EXTERNAL BBS CABINET r' 26 " Min BASE PLAN FOR BBS MOUNTED TO THE NOTES° (THIS SHEET ONLY) Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 471 624 09/08/11 REGISTERED CIVIL EN INEER DATE QR°FEssloIV-q 09/08/11 PLANS APPROVAL DATE THE STA TE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BF RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS RL AN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 o < RICHARD L E. IVY z w No. 21570 m � Exp. � sT CIVIL P ti ATF OF CAL 1F0 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 REAR 10 THE EXTERNAL BBS CABINET SHALL BE MOUNTED TO THE MODEL 332 OR "-16 334 CABINET WITH FOUR 18-8 " STAINLESS STEEL DOOR HEX HEAD, FULLY -THREADED, 3/8 " X 1" BOLTS; TWO WASHERS PER ow z� BOLTS AND ARE 18-8 STAINLESS STEEL, 1 OUTSIDE DIAMETER, ROUND, AND FLAT; AND ONE K -LOCK NUT PER BOLT THAT IS 18-8 STAINLESS 0Q POLICE PANEL THE ENGINEER TO APPROVE THE BOLT MOUNTING LOCATION PRIOR TO INSTALLATION° U 20 THE ANCHOR BOLTS SHALL BE 3/4 ''Dia X 15" WITH A 2"-90° BEND. THE CABINET MANUFACTURER'S EXTERNAL BBS CABINET r' 26 " Min BASE PLAN FOR BBS MOUNTED TO THE NOTES° (THIS SHEET ONLY) Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 471 624 09/08/11 REGISTERED CIVIL EN INEER DATE QR°FEssloIV-q 09/08/11 PLANS APPROVAL DATE THE STA TE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BF RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS RL AN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 o < RICHARD L E. IVY z w No. 21570 m � Exp. � sT CIVIL P ti ATF OF CAL 1F0 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 REAR 10 THE EXTERNAL BBS CABINET SHALL BE MOUNTED TO THE MODEL 332 OR "-16 334 CABINET WITH FOUR 18-8 " STAINLESS STEEL DOOR HEX HEAD, FULLY -THREADED, 3/8 " X 1" BOLTS; TWO WASHERS PER BOLT, DESIGNED FOR 3/8 BOLTS AND ARE 18-8 STAINLESS STEEL, 1 OUTSIDE DIAMETER, ROUND, AND FLAT; AND ONE K -LOCK NUT PER BOLT THAT IS 18-8 STAINLESS STEEL AND A HEX -NUT. POLICE PANEL THE ENGINEER TO APPROVE THE BOLT MOUNTING LOCATION PRIOR TO INSTALLATION° NIPPLE 20 THE ANCHOR BOLTS SHALL BE 3/4 ''Dia X 15" WITH A 2"-90° BEND. THE CABINET MANUFACTURER'S SPECIFICATION SHALL DETERMINE THE LOCATION OF THE ANCHOR BOLTS IN THE FOUNDATION° THE ENGINEER TO APPROVE THE ANCHOR BOLTS AND THEIR LOCATION IN THE FOUNDATION PRIOR TO CONSTRUCTION° MODEL 332 OR 334 CABINET ANCHOR BOLTS, 4 Min (SEE NOTE 2) SEE NOTE 1 MODEL 332 OR 334 CABINET (FOR DIMENSIONS AND DETAILS NOT SHOWN, SEE SHEET A6-1 TO A6-4, CABINET HOUSING DETAILS OF THE TRANSPORTATION ELECTRICAL EQUIPMENT SPECIFICATION (TEES)) BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800uc029.dgn 3. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS OF THE BBS CABINET PRIOR TO CONSTRUCTING THE FOUNDATION OF THE MODIFIED PORTION OF THE Std MODEL 332 AND 334 CABINET FOUNDATION. THE ENGINEER TO APPROVE ANY NECESSARY DEVIATIONS PRIOR TO CONSTRUCTION 4. ALL DIMENSIONS ARE NOMINAL. CONDUIT AREA (9" x 1 5" ) RAISED PCC PAD IN UNPAVED AREAS OR MATCH EXISTING GRADE EXTERNAL BBS CABINET ANCHOR BOLTS, 2 Min (SEE NOTE 2) EXTERNAL BBS CABINET DOOR MODIFIED MODEL 332 AND 334 CABINET FOUNDATION DETAIL FOR BATTERY BACKUP SYSTEM (FOR DIMENSIONS AND DETAILS NOT SHOWN AND ADDITIONAL NOTES, SEE SHEET ES -3C OF THE STANDARD PLANS FOR MODEL 332 AND 334 CABINETS) THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 3 UNIT 2232 (BBS) N NN o0 �Ln o� wui E L EL`�;-T R IC�; A L S STS M Z-3 ww a :2(BBS FOUNDATION DETAILS) z 01 0 NO SCALE CE o', E-29 0 Jol PROJECT NUMBER & PHASE x x x 91 x 0 w m un w w LL -1 w � LEGEND o ( THIS SHEET ONLY) PTS = POWER TRANSFER SWITCH UPS = UNINTERRUPTIBLE POWER SUPPLY UPSC = UNINTERRUPTIBLE POWER SUPPLY CONTROLLER UPSM = UPS MODE BP = BYPASS MBPS = MANUAL BYPASS SWITCH AC+ = UNGROUNDED CONDUCTOR AC- = GROUNDED CONDUCTOR C = COMMON Grn = GREEN B I k = BLACK Wht = WHITE SF = STATE -FURNISHED TB = TERMINAL BOARD Cntl = CONTROL Gnd = GROUND Temp = TEMPERATURE Batt = BATTERY NOTES OO ( TH I 1, TYPE A REF 2. CASE -1 REF Z INSTALLED III 3. THE LOCATI z � 4. THE CONTRA U) CIRCUIT BRE o o � ? 5. A TEMPERAT a Y TERMINAL OF 0" o 6o THE ELECTR ``I THE TB IN - 7. THE CONTRA III m m #18 AWG WIF ~THE Q� o CONDUC Jz w U— —J u/ __1 W Q W U 0 = U z 0 Q 0 w cry z Q w 0 z w Q r w 0 fR; SEE NOTE 4 SINGL� f__ I,/ 2 -WIRE CIRCUIT FROM SERVICE EQUIPMENT AC POWER TO BBS CABINET I c a rr nin--r - 1 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 112.3/14.1 472 624 09/08/11 R0 F_SS10 REGISTERED CIVIL EN INEER DATE e Nq 09/08/11 PLANS APPROVAL DATE BORDER LAST REVISED 7/2/2010 332 CONTROLLER CABINET USERNAME=>p0099563 DGN FILE => 846800ua030odgn THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES ---—- - —---— - UNIT 2232 FICERs E FOR SCANNED RICHARD ��� E. IVY z w No. 21570 m Exp. sT CIVIL P ti F 0OF CAL IFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 ELECTRICAL S YSTEMS (BBS POWER CONNECTION DIAGRAM, TYPE A, CASE -1) PROJECT NUMBER & PHASE N � O O N � � o0 � n II II I � I W LLj 00 J OJ IL a ww o � z O O I I w O O O Jol x x 0 91 'Mr;i SEE NOTE 4 I . - I L� + N -BUS G -BUS AC- I I I r -------I r -------I I I I I I I 1 ' I I I Gnd I I I I I I I I I I I I I I I I I I I m `--+--� AC+ LINE FROM SF PTS 75 TO 80 AMPERE -HOURS I I •-I------------1-- I A T - I I . 1 CC) l 20 HOUR RATE I I I 1 U I r-;--� I I T--.• PER BATTERY O r-----+--♦ I I I I I I I ' I I � I 1 � I I I i i i i i I I I L I I I I I i I I I I I I I I I I I c a BATTERY SET I ----I I I I s---; --4---; ---4 -- (4 TO 8 BATTERIES) I I I I I I I I� + TB U C U m Q i Q U I I I I I I I I I I SEE ' lII`jNOTE 6 I ' J Blk SINGLE-PHASE, 120 V 2 -WIRE CIRCUIT FROM SERVICE EQUIPMENT BORDER LAST REVISED 7/2/2010 AC+ LINE FROM SF PTS 332 CONTROLLER CABINET USERNAME=>p0099563 DGN FILE => 846800ua031 odgn o THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE - 3 IS IN INCHES BBS CABINET UNIT 2232 E L E T R I A L 'Y � b" T E M Z'S' (BBS POWER CONNECTION DIAGRAM, TYPE B, CASE -1) NO SCALE PROJECT NUMBER & PHASE Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS LEGEND O (THIS SHEET ONLY) 08 SBd 10 12.3/14.1 473 624 PTS = POWER TRANSFER SWITCH 09/08/11 UPS = UNINTERRUPTIBLE POWER SUPPLY REGISTERED CIVIL EN INEER DATE eRLFEssloNq UPSC = UNINTERRUPTIBLE POWER SUPPLY CONTROLLER % RICHARD UPSM = UPS MODE E. IVY BP = BYPASS AC POWER TO 09/08/11 z 21570 BBS CABINET MBPS = MANUAL BYPASS SWITCH (SEE NOTE 3) PLANS APPROVAL DATE No. Exp. AC+ = UNGROUNDED CONDUCTOR AC+ LINE TBE STATE OF CALIFORNIA OB ITS OFFICERS CIVIL AC- = GROUNDED CONDUCTOR TO SF PTS OR AGENTS SHALL NOT BE RESPONSIBLE FOR T s� �P TBE ACCURACY OR COMPLETENESS OF SCANNED F C = COMMON COPIES OF THIS RL AN SHEET of CAL IFo� Grn = GREEN -4 B I k = BLACK PARSONS 3200 EAST GUASTI ROAD SANBAG W 3RD STREET OBERNARDINO, o Wht = WHITE SUITE 200 ONTARIO, CALIFORNIA 91761 SAN CA 92410 m w O SF = STATE -FURNISHED Batt = BATTERY LLI LL] Temp = TEMPERATURE w TB = TERMINAL BOARD Cntl = CONTROL Gnd = GROUND SF PTS INVERTER/CHARGER UNIT NOTES (THIS SHEET ONLY) UPS OUT N 0 Ac+ AC OUTPUT NO ON Batt O + 1 o TYPE B REFERS TO THE BBS EQUIPMENT FROM MANUFACTURER Bo � m BP Cntl O RELAY A Qz 0- 2o CASE -1 REFERS TO THE SITUATION WHEN THE ENTIRE BBS EQUIPMENT INCLUDING THE BATTERIES ARE UPS IN N NC 0 0� z INSTALLED IN THE BBS CABINET. + 1 -0 + AC+ AC INPUT U) 3. THE LOCATION OF THE 2''C NIPPLE WILL BE DETERMINED BY THE ENGINEER IN THE FIELD. Q Q 0 aNO O LOW Batt +w 0 4. THE CONTRACTOR SHALL FURNISH AND INSTALL A NEMA -1 ENCLOSURE WITH 30 A9 1P9 120/240 VOLTS RATED 41 41 41 41 C O RELAY B m~ '--' CIRCUIT BREAKER MANUFACTURED PER UL STANDARD 489. AC+ IN AC+ OUT NC 0 05o A TEMPERATURE PROBE SHALL BE ATTACHED TO THE BATTERY BY TAPE OR ATTACHED TO THE NEGATIVE - TERMINAL OF THE BATTERY. NO O TIMER 4� a D Y 6o THE ELECTRICAL POWER FOR THE COOLING FAN FOR THE BBS CABINET SHALL BE TAPPED FROM THE BOTTOM UPSC Temp SENSE C O RELAY C m z w OF THE TB IN THE 332 CABINET° RELAY CONTROL NCO I� 7. THE CONTRACTOR SHALL PROVIDE A 9 -WIRE WIRING HARNESS OR BUNDLED 9 MULTICOLOR CONDUCTORS, NC NO NO NC m #18 AWG WIRES FROM THE RELAY ON THE INVERTER/CHARGER UNIT TO THE CONTROLLER. THE ENDS OF Temp PROBE III m THE CONDUCTORS SHALL BE INSULATED WITH TAPE AND A SIX-FOOT COIL ON EACH END. Q � o UPSM O BP UPS Jz U- w MBPS Ju� Qw w TO 332 CABINET C2 C-1 u CIRCUITRY 'Mr;i SEE NOTE 4 I . - I L� + N -BUS G -BUS AC- I I I r -------I r -------I I I I I I I 1 ' I I I Gnd I I I I I I I I I I I I I I I I I I I m `--+--� AC+ LINE FROM SF PTS 75 TO 80 AMPERE -HOURS I I •-I------------1-- I A T - I I . 1 CC) l 20 HOUR RATE I I I 1 U I r-;--� I I T--.• PER BATTERY O r-----+--♦ I I I I I I I ' I I � I 1 � I I I i i i i i I I I L I I I I I i I I I I I I I I I I I c a BATTERY SET I ----I I I I s---; --4---; ---4 -- (4 TO 8 BATTERIES) I I I I I I I I� + TB U C U m Q i Q U I I I I I I I I I I SEE ' lII`jNOTE 6 I ' J Blk SINGLE-PHASE, 120 V 2 -WIRE CIRCUIT FROM SERVICE EQUIPMENT BORDER LAST REVISED 7/2/2010 AC+ LINE FROM SF PTS 332 CONTROLLER CABINET USERNAME=>p0099563 DGN FILE => 846800ua031 odgn o THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE - 3 IS IN INCHES BBS CABINET UNIT 2232 E L E T R I A L 'Y � b" T E M Z'S' (BBS POWER CONNECTION DIAGRAM, TYPE B, CASE -1) NO SCALE PROJECT NUMBER & PHASE X x 0 0 0 � w m un w w w w Q 0 z w U) z 0 0 > o > n, Q :D U 0 0 w om w m QLL] o Jz w U U u, w Qw = U 0 U 0 LL] _ u _ Q Q w z = O_ U � Q u z z m 0 z Q z O z O Q O Z Q 0 z w Q w 0 flr;1 PROJECT NOTES (THIS SHEET ONLY): F-11 PREFORMED LOOP. CHAIN LINK RAILING TYPE 7 CONCRETE BARRIER TYPE 26 ( MOD) 3" C (Sig) 3 C (Sig) �)IIt� 1)x/_ /C- rn\ -1_"r-/t-1 1 11C, 2#1 EXPANDED VERTICALLY TO CLARIFY CONDUIT AND PULL BOX LOCATIONS° STRUCTURE APPF TYPE N(30D) (MC EXPANDED VERTICALLY TO CLARIF CONDUIT AND PULL BOX LOCATION GENERAL NOTES (THIS SHEET ONLY): L l., J ULI., I+1 -0\V) PLAN SCALE: 1 II=20' CAL S ECTION (VYEST) NO SCALE SEE SHEETS E-3 AND E-4 FOR DETAILS° 2"C, 2#10 (LTG), 1#8 (G) 2"C, 2 DLC (RMS#3), 1#8 (G) 2"C, 2#6 (RMS#3) , 1 #6 (G) r No. 54CO065 J l f l 1 OOW ES 9E Det P "1 OOW` ES -9E Det P PC/PS Conc I -GIRDERS, Typ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 1203/1401 474 624 09/08/11 E QROFssIoN REGISTERED CIVIL EN INEER DATE q 09/08/11 PLANS APPROVAL DATE THE STATE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BF RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 RICHARD E. IVY w No. 21570 m c Exp. s CIVIL P F OF CAL 1F0 ti SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 CHAIN LINK RAILING TYPE 7 CONCRETE BARRIER TYPE 736 (MOD) 2" C (SIG) -----------�;—__�------------1- — — Exist PC/PS Conc-7 I -GIRDERS, Typ TYPICAL SECTICiM (EAST) NO SCALE —� -------------�--_ 1. INSTALL EXPANSION -DEFLECTION FITTINGS (DETAIL XY) AS PER ES -9B FOR ALL CONDUITS AT BRIDGE EXPANSION JOINT. � TtilluTu RE ELECTRIC;� � � ILS 20 ALL CONDUITS IN BRIDGE MUST TERMINATE IN PULL BOXES OUTSIDE THE BRIDGE AS PER ES -9A. THE TERMINATING PB (CHERRY AVE OH) SHALL BE No. 5 IF IN SIDEWALK, OTHERWISE 5(T) AND THE LOCATION SHALL BE DETERMINED BY THE ENGINEER. BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800ua032odgn NO SCALE 91, THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. E RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE x X 0 >- m un w w w w � T z 0 0 > o a :D U W � O I LL] CL u/ _ --1Q Q W z = O U � Q u z z 0 LL- 0 z Q z O z O a 0 w cr) z Q w 0 z w a w 0 OM �1 PROJECT NOTES (THIS SHEET ONLY): F-11 PREFORMED LOOP. EXPANDED VERTICALLY TO CLARIFY CONDUIT, PULL BOX, AND ELECTROLIER FOUNDATION LOCATIONS° 2"C, 11 DLC, 1#8 (G) 3"C, 1 TYPE "D" (RMS#2)9 1#8 (G) 2''C 9 8 DLC 2"C, 6 DLC, \\-2"C9 1 TYPE "D" FO (ICC), 1#8 (G) z 0 J 0 0 GENERAL NOTES (THIS SHEET ONLY): 2"C, 4 DLC, 1#8 (G) 2"C, I rr 5"C, MT /--2"C, 3 DLC, 1#8 (G) 1 "C, 2#8 (LTG), 1#10 (G) (CITY) Br No. 54-053 PLAN EXPANDED VERTICALLY TO CLARIFY CONDUIT, PULL BOX, SCALE 1 =20� AND ELECTROLIER FOUNDATION LOCATIONS° 3"C9 1 SIC, 1#8 (G) 2"C, 3 DLC, 1#8 (G) 1 o INSTALL EXPANSION -DEFLECTION FITTINGS (DETAIL XY) AS PER ES -9B FOR ALL CONDUITS AT BRIDGE EXPANSION JOINT. 20 ALL CONDUITS IN BRIDGE MUST TERMINATE IN PULL BOXES OUTSIDE THE BRIDGE AS PER ES -9A. THE TERMINATING PB SHALL BE No. 5 IF IN SIDEWALK, OTHERWISE 5(T) AND THE LOCATION SHALL BE DETERMINED BY THE ENGINEER° BORDER LAST REVISED 7/2/2010 USERNAME=>p0099563 DGN FILE => 846800ua033odgn THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES I I I ES -6A V ES -6B Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 12.3/14.1 475 624 09/08/11 REGISTERED CIVIL EN INEER DATE QR°FEsslolvlq 09/08/11 PLANS APPROVAL DATE THE STA TE OF C% L IFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BF RFSPONSIBL E FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS RL AN SHEET PARSONS 3200 EAST GUASTI ROAD SUITE 200 ONTARIO, CALIFORNIA 91761 CONCRETE BARRIER TYPE 26 (MOD) -2"C, Irr 2"C, LTG 2"C, SIG 5"C, MT TYPICAL SECTIt?N (WEST) NO SCALE TYPICAL SECTIQN (EAST)) NO SCALE 'z' RICHARD E. IVY - L13 No. 21570 m Exp. sT CIVIL P ti F OF CAL 1F0 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 CONCRETE BARRIER TYPE 736 (MOD) STRUCTURE ELECTRICAL DETAILS UNIT 2232 (CHERRY AVE OC) NO SCALE PROJECT NUMBER & PHASE E-33 iE N � o� N� o0 oo; ww 001 �J; ww a � ori =O 0 w o i o O J O PVCC 27+00000 Elev 1051040 +4.657. 600000 VC R/C = -1 .442%/Sta PROFILE GRADE No Scale 236'-6" EVC 33+00000 Elev 1053035 BVC 35+40000 Elev 1043075 -4-00% CURVE DATA No. R A T L [1] 7998000' 04008'51 " 289061 ' 578096' ❑2 2618000' 06002'55" 138032' 276038' �3 409000' 05035/55'' 20000' 390966' Abut 1 Datum Elev = 1000.00'— Top 000000'— VS. 'I R 311 —�' Line Q0 ao + rl- C\I 0 Cn U C0 Top of cut NO3° 42'06'W 3 I' R 511 Line 401 Type 60D, see "ROAD PLANS" 31+00 Toe I-10 of cut "B" L i ne - "RW No. 690W" 0 S4°54'31"W rn L—J-------� Bent 2 vvi iv v�ai i i vi Type 60E (Westbound) & 60GE ( Mod) (Eastbound), see "ROAD PLANS" DEVELOPED ELEVATION 1 "=20' Conc Barrier 1-10 Type 60GE "A" L I ne (Mod) I Conc Barrier Type 60E I BC 65005 Lt EC 63000 Lt Sta 31+29.5,25 �I Sta 31 +69.10-6 QO _L�N 4� Abut 3 Min Vert C I r ultimate 33+00 I-10 "RW No. 688'' 05 "R2" Line Toe of cut Top of cut 401TS A I IType 1!D Luminaire ES -6A Skew/ '' Sta 30+44.42 "C" Line= I Sta 31+97 8 43 36 Sta 694+52099 "R3" Line EB Sta 33+10.11 00 2 1 ,-Oil 8'-011 Concrete Barr I er Type 26 ( Mod) IN 0 L >a 0 C0 +` I (9 CV 00 o Q0 LO II U Q L,J `0 N d - PCC I Sta 33+27.32 CV <= Skew= Elev 1052094 SHEET No To S I ove r Ave I 1044/03 QO BB Sta 30+73061 , M 624 Elev 1058071"C" Line I 00 Sta 32+19.29 "C" Line= 31+00 Top 32+00 Sta 694+58.40 ''A" Line Z 1 54-1292 i i 33+00 Skew= Sta 31 +35.26 "C" Line= Sta 32+66.84 "C" Line = 0059/23'' Sta 694+57.86 "B" Line Sta 694+63.80 "R2" Linet 13.2 Exist Cherry Ave OC ' SAN BERNARDINO, CA 92410 Br No. 54-0543 T.Y. LIN INTERNATIONAL QOC To Val ley B I vd To Be Removed I U, 4 8'± 10/± UTI I ORIGINAL SCALE IN INCHES 8 - 2" Sprinkler Control Conduit UNIT 2232 Varies 2 1 ,-Oil 8'-011 Concrete Barr I er Type 26 ( Mod) IN 0 L >a 0 C0 +` I (9 CV 00 o Q0 LO II U Q L,J `0 N d - PCC I Sta 33+27.32 CV COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 QO 10 � M 624 M II 00 T 1 �2 o I o 401 ------------------- -- ----- - 0 E 4:1 "RW ° NOTES: (1� - Paint "BRIDGE NO. 54-0543" 02 - Paint "CHERRY AVENUE OC" Structure Approach Type N (30S) (MOD) ®- For Construction staging, see "STAGING PLAN" sheet 0 - See Retaining Wall Plans - "C" Line 12 6'- 6 & Varies 63'-0" Min & Varies 8'-0" Min & Varies 121-011 12'-0" 121-011 12'-0" 121-011 Chain Link Railing ��2 CIP P/S Concrete Box Girder DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14 0 1 476 624 yes 8 Toe 02101112 FOR THE CALIFORNIA FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q 1114 <' Top BRIDGE NO. JARED A. COLE Z 03/29/11C-0 54-1292 No. C66188 PLANS APPROVAL DATE M The State of California or its officers or agents Exp. CIVIL o° ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. OF CALZFp��P far ies var SANBAG 13.2 1170 W 3RD STREET NPS Supply Line SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 4 8'± RIVERSIDE, CA 92507 4 8'± 63'-6" 4'-0" 121-011 12'-0" 2'—OI' Profile Grade crown offset -2% +2% Ln a L ~ IO -2% 1 2'- 0" 8'- 0" Conc Barrier Type 736 (Mod) Conc Barrier Type 60GE, see "ROAD PLANS" r --------1J lL------------------------- ---------1 r-------- -------------------------- LL-LJ---------� L-------------------------------------------------------I-----------------------------------------------------J 7 TYPICAL SECTION, 1 "=1 0' UTILITIES 0 - 12'' Water Line in 20" casing (Fontana Water) Type 15 Luminaire ES -6A 20 - 2-5" Conduits for future utilities Sta 33+79 30 - 2" Loop Detector Conduit, see "ELECTRICAL PLANS" 40 - 3" Ramp Metering Conduit, see "ELECTRICAL PLANS" 50 - 6-5" Conduits ( Southern Cal I forn i a Edison) 6 - Future Ut I I I ty Open I ng V-611 6" BY DESIGN Jared Cole DESIGN OVERSIGHT DETAILS BY Andy Toledo BY SIGN OFF DATE QUANTITIES T i m Fuller DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) w 7 69 0 W 0 J 0— W - No.690Ell 5 0 ° CHECKED Stephane Du I or yes 8 Toe Top of cut FOR THE CALIFORNIA Brett Top BRIDGE NO. Toe of 1 207 ,+ w 54-1292 CHECKED POST MILES GENERAL o° Jared Cole Andy Toledo Jared Cole PROJECT ENGINEER BY PLANS AND SPECS SPECIFICATIONS Jim Rucker COMPARED Jeremy LaHaye DEPARTMENT OF TRANSPORTATION far ies var of cut 13.2 7 - 3" NPS Supply Line of cut cut 4 8'± 1 1 '± 1.0 4 8'± 10/± ORIGINAL SCALE IN INCHES 8 - 2" Sprinkler Control Conduit UNIT 2232 Varies DISREGARD PRINTS BEARING g o8 69 12 10 8 LEGEND OF 9 - 2" Street Light Conduit, see "" ELECTRICAL PLANS °69' Ultimate 10 12 12' FOR REDUCED PLANS 0 1 2 3 ' ------ - Existing structure lo - 6-11/2'' Fiber OptIc Conduits, see 'ROAD PLANS" NOTE: Width The contractor shall verify all PLAN var i es - =----:>- New structure Indicates direction of traffic 11 - 3 „ Signal Interconnect Conduit, see ELECTRICAL PLANS controlling field dimensions For GENERAL NOTES", "STANDARD PLANS" and - Indicates Point of minimum vertical clearance before ordering or fabr i cat i ng 1 "=20' "INDEX TO BRIDGE PLANS", see "DECK CONTOURS" sheet - Indicates TS and Lum I na I re, see "ROAD PLANS" any material. For QUANTITIES , see STAGING PLAN sheet BY DESIGN Jared Cole DESIGN OVERSIGHT DETAILS BY Andy Toledo BY SIGN OFF DATE QUANTITIES T i m Fuller DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) w 7 69 0 W 0 J 0— W CHECKED Stephane Du I or LOAD & RESISTANCE LIVE LOADING: FACTOR DESIGN LAYOUT BY HL93 W/"LOW-BOY"; PERMIT DESIGN VEHICLE CHECKED PREPARED STATE OF FOR THE CALIFORNIA Brett Mak I ey BRIDGE NO. CHERRY AVENUE OC (REPLACE) w 54-1292 CHECKED POST MILES GENERAL P L A N Jared Cole Andy Toledo Jared Cole PROJECT ENGINEER BY PLANS AND SPECS SPECIFICATIONS Jim Rucker COMPARED Jeremy LaHaye DEPARTMENT OF TRANSPORTATION W :E CHECKED Andy Toledo 13.2 Q ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER &PHASE: 08000007441 CONTRACT NO°� 08-468004 EARLIER REVISION DATES � 01/ 11 02/01/12 7/ 0 10/ 10 1 48 � 3'-0" 63'-4%2" Min & Varies Stage 1 Construction Chain Link Rai I ing (Special) Concrete Barrier Type 26 (Mod) "C" Line 4 �/�I 11 1'-1 1/211+ Min _I & Varies Prof i I e Grade 39'-2'± M i n & Varies 6 -0 _ I_ 60'-2"± Min & Varies CIP P/S Concrete Box Girder Temp Railing ( Type K) , pinned, see "ROAD PLANS" Ln I I I I I I I I r--------1 I J L---------------------- ---. --------- L 1 I I I I I------------------------------------------------------- I Stage 1 Traffic 2'-0" Min & Varies Existing � Cherry Ave Temp Rai I ing ( Type K) , see ''ROAD PLANS' - - --- - ----fit - - � - - y - I STAGE 1 CONSTRUCTION - 55'-0 Min & Varies Stage 2 Traffic Construct 4'-0" of sidewalk after closure pour 1 "=1 0' L i ne -I 2/_0il Temp Ra i I i ng ( Type K) , pinned, see "ROAD PLANS" 4,_2i/2�� iE 75/-8''-+ & Varies Stage 2 Remova I 59'-3%2" I Stage 2 Construction 1 '-0" Profile Grade Wag' awl" il ■ ps I � Z t 1 3/-10ll - - - - - _- Ln C I osure pour L CIP P/S ' Concrete Box Girder I 6 /_ 0..+ 3/_0il I I I ti I I I I I I I I I I I I I I r-------- --------------------------- ---------1 r --i ---L1-�J----------,--i---------i- Li_LJ---------I i L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NOTE The contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) STAGE 2 CONSTRUCTION 1 "=1 0' DESIGN DETAILS QUANTITIES BY Jared Cole BY Andy Toledo BY Tim Fuller CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Concrete Barrier Type 736 (Mod) z- Exist Cherry Ave OC Br No. 54-0543 to be removed Concrete Barrier, see "ROAD PLANS" PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 477 1 624 02/01/12 �pFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq� ��e- Fc JARED A. COLE - 03/29/11 '3 171 Z PLANS APPROVAL DATE � No. C66188 The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. ST TF OF CALW) P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND ------ - Existing structure - New structure - Indicates bridge removal ( portion) , Location B - I nd i cotes bridge removal NOTE: See "STAGE 1 BRIDGE REMOVAL" sheet for partial removal of existing structure prior to Stage 1 construction QUANTITIES BRIDGE REMOVAL BRIDGE REMOVAL (PORTION), LOCATION B STRUCTURE EXCAVATION (BRIDGE) STRUCTURE EXCAVATION (RETAINING WALL) STRUCTURE BACKFILL (BRIDGE) STRUCTURE BACKFILL (RETAINING WALL) NPS 3 SUPPLY LINE (BRIDGE) PRESTRESSING CIP CONCRETE STRUCTURAL CONCRETE, BRIDGE FOOTING STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, RETAINING WALL STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N MOD) ARCHITECTURAL TREATMENT (TYPE A) JOINT SEAL (MR = 1 1/2") JOINT SEAL (MR = 2") BAR REINFORCING STEEL (BRIDGE) BAR REINFORCING STEEL (RETAINING WALL) PREPARE AND STAIN CONCRETE WELDED STEEL PIPE CASING (BRIDGE) MISCELLANEOUS METAL (BRIDGE) CHAIN LINK RAILING (TYPE 7 MOD) TUBULAR HANDRAILING CONCRETE BARRIER (TYPE 26A) CONCRETE BARRIER (TYPE 26 MOD) CONCRETE BARRIER (TYPE 736A) CONCRETE BARRIER (TYPE 736 MOD) UNIT 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST 1 LS 1 LS 651813 CY 971 CY 39583 CY 392 CY 675 LF 1 LS 890 CY 35192 CY 249 CY 280 CY 6,252 SF 141 LF 135 LF 8639790 LB 19,030 LB 211,001 SF 70 LF 498 LB 702 LF 81 LF 81 LF 259 LF 21 LF 341 LF BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 STAGING PLAN REVI DISREGARD PRINTS BEARING SION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 1111111- 01/ /11 02/01/12 7/ 0 1 ovw 10 2 w I I 0 W 0 J w w Q -69 0 I I 0 W 0 w Q 0 n, w V) I I W Q of z 48 jc/5 Exist Abut 1 15/_ I SECT ION X_Xll +j Remove Abut stem, backwa and footing I t X Remove girder, sidewalk deck, Conc barrier _ and railing I - II Temporary Railing (Type ) IIII I I I I I I I I I I I IIII � � II ----------------------------------------------------------------1 I--- IIII I II I I II I I I I X I I I I IIII I II I I II I I I I I I I I I I I I ----------------------------------------------------------------1-- II-----1------------------------------.------------------------------ F-1 1 ------. --- I ---I-J I I I I 1 I I I I i I I I I I Z + ry; I Remove g i sidewalk, Conc barr and railir NOTE The contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 2'-0" M i n Varies PART PLAN /4 11=1 /-011 Temporary Ra i I i ng Type K) I ------------------- ------------------- 1 I SECTION X -X I/211=1 /-o11 BY DESIGN Jared CoIe BY DETAILS Andy Toledo QUANTITIES BY T I m Fuller CHECKED Stephane Dulor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Limits of "SECTION Y -Y" Exist Abut 5 , y Remove Abut I stem, backwa r, n A -P.,.,+ n r DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 478 1 624 02/01 /12 RE IS ERED CIVIL ENGINEER DATE Q�OFESSION�C JARED A. COLE Z 03/29/11 rn � No. C66188 rn PLANS APPROVAL DATE The State of California or its officers or agents 41 Exp. CIVIL shall not be responsible for the accuracy or s�q tiP completeness of electronic copies of this plan sheet. OF CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND - Bridge removal (portion), Location B I 1 ' I , I I I , / 1 SECTION Y -Y /211=1 /-o11 PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 O 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST k i� w Q -69 0 0 W 0 Iz w Q 0 BRIDGE NO. CHERRY AVENUE OC (REPLACE) w 54-1292 POST MILES STAGE 1 BRIDGE REMOVALLLJ I 13.2 Q DISREGARD PRINTS BEARING� REVISION DATESAO/ SHEET OF z CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 1,;00-1 3 48 u) CL Abut 1 Bent 2 /- C Abut 3 NDEX TO BRIDGE PLANS SHEET NO. TITLE No 1 GENERAL PLAN 624 2 STAGING PLAN 100% 3 STAGE 1 BRIDGE REMOVAL 60 ksi 4 DECK CONTOURS JOINT SEALS (MAXIMUM MOVEMENT RATING = 2 ) 5 FOUNDATION PLAN WATER SUPPLY LINE (DETAILS) (PIPE SIZES LESS THAN 4") 6 ABUTMENT 1 LAYOUT STAGE 1 BOX GIRDER DETAILS 7 ABUTMENT 1 LAYOUT STAGE 2 306 ks i 8 ABUTMENT 3 LAYOUT STAGE 1 DECK DRAINS TYPES D-1 AND D-2 9 ABUTMENT 3 LAYOUT STAGE 2 8 10 ABUTMENT DETAILS NOo 1 UTILITY OPENING BOX GIRDER 11 ABUTMENT DETAILS NO. 2 12 RETAINING WALL LAYOUT NO. 1 UTILITY DETAILS 13 RETAINING WALL LAYOUT NO. 2 "PRESTRESSING NOTES", see "GIRDER DETAILS" sheet 14 RETAINING WALL DETAILS CAST -IN-PLACE PRESTRESSED 15 TYPE 5 RETAINING WALL LAYOUT NOo 1 16 TYPE 5 RETAINING WALL LAYOUT NO. 2 17 TYPE 5 RETAINING WALL DETAILS NO. 1 18 TYPE 5 RETAINING WALL DETAILS NO. 2 19 BENT LAYOUT STAGE 1 20 BENT LAYOUT STAGE 2 21 BENT DETAILS NOo 1 22 BENT DETAILS NO. 2 23 TYPICAL SECTION STAGE 1 24 TYPICAL SECTION STAGE 2 25 GIRDER LAYOUT STAGE 1 26 GIRDER LAYOUT STAGE 2 27 GIRDER DETAILS 28 MISCELLANEOUS DETAILS 29 BARRIER GEOMETRY 30 BARRIER DETAILS NOo1 31 BARRIER DETAILS NOo2 32 BARRIER DETAILS NOo3 33 BARRIER DETAILS NOo4 34 CHAIN LINK RAILING DETAILS DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Z Kin=, C 1 o Contour interval = 0.10 fto 2. Contours do not include camber° 3. X - Indicates 10' intervals. 4. E] - Indicates even foot contour PLAN 1"=20' INDEX TO BRIDGE PLANS (CON"T)_ SHEET NO. 35 36 37 38 39 40 41 42 43 44 45 46 47 48 TITLE ARCHITECTURAL DETAILS NO. 1 ARCHITECTURAL DETAILS NO. 2 ARCHITECTURAL DETAILS NO. 3 ARCHITECTURAL DETAILS NO. 4 ARCHITECTURAL DETAILS NO. 5 ARCHITECTURAL DETAILS NO. 6 ARCHITECTURAL DETAILS NO. 7 STRUCTURE APPROACH TYPE N(30S) STRUCTURE APPROACH DRAINAGE DETAILS LOG OF TEST BORING NO. 1 OF 5 LOG OF TEST BORING NO. 2 OF 5 LOG OF TEST BORING NO. 3 OF 5 LOG OF TEST BORING NO. 4 OF 5 LOG OF TEST BORING NO. 5 OF 5 BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller oma' STANDARD PLANS (DATED MAY 2006) With Errata No. 1 through 10 Al OA ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) A10B ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2) A10C SYMBOLS (SHEET 1 OF 2) A10D SYMBOLS (SHEET 2 OF 2) A62B LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE SURCHARGE AND WALL A62C LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE T-3 TEMPORARY RAILING (TYPE K) BO -1 BRIDGE DETAILS BO -3 BRIDGE DETAILS BO -5 BRIDGE DETAILS BO -13 BRIDGE DETAILS B3-1 RETAINING WALL TYPE 1 - H = 4' THROUGH 30' B3-7 RET INING W LL TYPE DIST COUNTY 08 1 SBd ROUTE POST MILES TOTAL PROJECT 10 1203/1401 SHEET TOTAL No SHEETS 479 624 02/01 /12 �pFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet, ST TF of CALjFa P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 ^e GENERAL NOTES LOAD AND RESISTANCE FACTOR DESIGN DESIGN: AASHTO LRFD Bridge Design Specifications 4th edition with Interims through 2007 and the CALTRANS Amendments Fourth Edition dated December 2008 except that details taken from Standard Plans dated May 2006 and Standard Bridge Details XS sheets, are designed using Bridge Design Specifications April 2000 ('96 AASHTO w/ Revisions by CALTRANS ) SEISMIC DESIGN: 2009 Caltrans Seismic Design Criteria (SDC), Version 105 April 2010 with appendix B ARS updates DEAD LOAD: Includes 35 psf for future wearing surface LOAD DISTRIBUTION (CONCRETE BARRIER DEAD LOAD) G i rders A -A D -D A l l Others Moment 60% 12.5% EACH Shear 100% 12.5% EACH LIVE LOADING: SEISMIC LOADING: HL93 and permit design load SDC ARS Online Vs30 = 1115 ft/sec Latitude = 3400661 Longitude = -11704889 • •%iiiii'■i iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii • immommmmmmmmoommmmmiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii • IM■■■■■■■■■■■■■-..■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ •.■■■■■■■■■■■■■■■■o.,m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ • iiiiiiiiiiiiiiiiiiiiiii'■iiu::=E�:iiiiiiiiiiiiiiiii ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■:::_====.ERRE■■ •■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■:■■ •■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ RSP DENOTES REVISED STANDARD PLAN CHECKED PREPAREDDulor PREPARED FOR THE A A 5 REINFORCED CHECKED CHAIN LINK RAILING TYPE 7 B3-8 Makley RETAINING WALL DETAILS NOo1 CONCRETE f - 60 ksi RSP B6-21 DEPARTMENT OF TRANSPORTATION JOINT SEALS (MAXIMUM MOVEMENT RATING = 2 ) B14-5 y WATER SUPPLY LINE (DETAILS) (PIPE SIZES LESS THAN 4") B7-1 2232 BOX GIRDER DETAILS 0 1 2 3 fc = 306 ks i B7-6 DECK DRAINS TYPES D-1 AND D-2 FILE n = 8 B7-10 UTILITY OPENING BOX GIRDER PRESTRESSED B7-11 UTILITY DETAILS CONCRETE: For "PRESTRESSING NOTES", see "GIRDER DETAILS" sheet B8-5 CAST -IN-PLACE PRESTRESSED RSP DENOTES REVISED STANDARD PLAN CHECKED PREPAREDDulor PREPARED FOR THE GIRDER DETAILS B1 1-52 CHECKED CHAIN LINK RAILING TYPE 7 B11-54 Makley CONCRETE BARRIER TYPE 26 B11-56 PROJECT CONCRETE BARRIER TYPE 736 B14-4 DEPARTMENT OF TRANSPORTATION WATER SUPPLY LINE (BRIDGE) (PIPE SIZES LESS THAN 4") B14-5 ORIGINAL SCALE IN INCHES WATER SUPPLY LINE (DETAILS) (PIPE SIZES LESS THAN 4") ES -6A 2232 ELECTRICAL SYSTEMS (LIGHTING STANDARD, 0 1 2 3 PROJECT TYPES 15 AND 21 ES -6B ELECTRICAL SYSTEMS (LIGHTING STANDARD, FILE => $REQUEST TYPES 15 AND 21 , BARRIER RAIL MOUNTED DETAILS) RSP DENOTES REVISED STANDARD PLAN CHECKED PREPAREDDulor PREPARED FOR THE CHECKED I STATE OF CALIFORNIA Brett I Makley Jared Cole PROJECT ENGINEER CHECKED Andy Toledo DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST PLAN SYMBOLS —990' ? — Section Ident i f i cation Standard Plan ( May 2006 ) Sheet No. Deta i I No BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 1302 DECK CONTOURS OF DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES so 01/ /11 02/01/12 7/ 0 1 ovw 10 4 48 w II 0 w 0 J a - w E n, w V) I I W Q z o' 0 CV W a 0 J > 0 T J Q Z 0 W U- 0 J Q U Z U W 0 W c� "R3" Line RW 690w Sta 30+7501 + Exist Abut & ' N Bent footings I I o to be removed C/) "C" Line Sta 31 +35.26 "C" Line= Sta 694+57.86 "B" Line U \` M- N03042'06"W 31+001 7j—i Lli"T�Sta 30+44°42 C L1ine=Sta 694+52099 R3 Line I I I 01 00 Existing 1 049003± �J I � 1 Cherry Ave -,,I - I I I I n� 1 I i — ^, I I I j- -I � Ui I 30+00_ ' 1 + -T O 0 I I 1 , I ' fJi-L "SE" RW LOL R=7931 .33 BENCHMARK ' "SE" RW LOL SURVEY CONTROL N500 29'05"W B.M. #1 Pt. 5001 N: 1846561 .879 E: 671 6362.1 30 Set Rebar w/"AECP LS 4430" Plug 30'± S'LY OF RAILS, 100 + W'LY OF CHERRY W- E I ev 1025.534 B.M. #2 RW 690E Pt. 5002 N: 1846574.454 E: 6716783.325 Set Rebar w/"AECP LS 4430" Plug 30'± S'LY OF RAILS, 300 + E'LY OF CHERRY E I ev 1 027.1 34 NOTE The contractor shall verify all controlling field dimensions before ordering or fabricating any material. "B" Line 1 01 7.50 91 w CA I� 0) Q0 Sta 32+19.29 "C" Line= Sta 694+58.40 "A" Line Location O Approx 130/ Rt. of "C" Line Lighting Varies 7998000 04008/5111 A z M2 2618000 O CT1 - 276038 QUANTITIES BY Tim Fuller Cn o SW N350 RW 38'1 LOL 6"E CD PLANS APPROVAL DATE w The State of California or its officers or agents Exp. CIVIL (Settlement) (ksf) 0 Go I "SW" RW LOL C9 01 C,,, i D Q N85049/56''E00 I N 3550 VINE STREET, SUITE 120 M C- Bent 2 N/A N/A 605 , 43.2 Abut 3 600 \fTl N/A "SW" RW LOL NUMBER &PHASE: 08000007441 CONTRACT NO.: 08-468004 N04054/31''E oar r>> o2ro�r�2 3r o ' I 5 48 0) o I ' FILE _> REQUEST O I Sta 30+7501 + Exist Abut & ' N Bent footings I I o to be removed C/) "C" Line Sta 31 +35.26 "C" Line= Sta 694+57.86 "B" Line U \` M- N03042'06"W 31+001 7j—i Lli"T�Sta 30+44°42 C L1ine=Sta 694+52099 R3 Line I I I 01 00 Existing 1 049003± �J I � 1 Cherry Ave -,,I - I I I I n� 1 I i — ^, I I I j- -I � Ui I 30+00_ ' 1 + -T O 0 I I 1 , I ' fJi-L "SE" RW LOL R=7931 .33 BENCHMARK ' "SE" RW LOL SURVEY CONTROL N500 29'05"W B.M. #1 Pt. 5001 N: 1846561 .879 E: 671 6362.1 30 Set Rebar w/"AECP LS 4430" Plug 30'± S'LY OF RAILS, 100 + W'LY OF CHERRY W- E I ev 1025.534 B.M. #2 RW 690E Pt. 5002 N: 1846574.454 E: 6716783.325 Set Rebar w/"AECP LS 4430" Plug 30'± S'LY OF RAILS, 300 + E'LY OF CHERRY E I ev 1 027.1 34 NOTE The contractor shall verify all controlling field dimensions before ordering or fabricating any material. "B" Line 1 01 7.50 91 w CA I� 0) Q0 Sta 32+19.29 "C" Line= Sta 694+58.40 "A" Line I I I Sta 31+77.53 Sta 32+66.84 "C" Line= Sta 694+63080 "R2" Line W O "A" Line 11R211 I I R2 Line rn rn Q0 C0 -> + + O o II 10��)�- 1017.501 I 1 Iw 1 - + - ++o31 00I r Existing Edge of Deck Q0 Cn 0 0 RW 688 I i i i O 0 1 1 0 Cn 1 O Ln O , ' O z coIfi O o ' P, `I m A O O �I "NW" RW LOL R=8064.1 1 7' 0 rn I Co 6? O I I Sta 33+08.59 33+ 0 I II I , I � co 1 1 c.s► I 32+00 - i R=7931.33 "R1" Line Sta 30+55.89 "C" Line= Sta 694+72.16 "R 1 " Line �Y 2 PCC Sta 33+27.32 o ;o 0 O O o 0 1017°53± CCn 1 o o Cn ow � Typ Al l Exist/,, i Bent Ftgs o 'Aj wo 0 0 0 1045053_+ cr O O �, o W- Exist MBGR to be removed \> Ex* st 1 5" water see "ROAD PLAgS" in I. Typ 9 see 2 'ROAD casing PLAN 1"=20' EXISTING UTILITY TABLE EXISTING UTILITY Location O Approx 130/ Rt. of "C" Line Lighting Varies 7998000 04008/5111 U1 z M2 2618000 00 r(=) 276038 QUANTITIES BY Tim Fuller FIELD CHECKED o CHECKED BY J . Ned I i k SIGN OFF DATE CD PLANS APPROVAL DATE w The State of California or its officers or agents Exp. CIVIL (Settlement) (ksf) 0 completeness of electronic copies of this plan sheet, OF CALZFO��P SANBAG 1170 W 3RD STREET C9 SAN BERNARDINO, CA 92410 Abut 1 T.Y. LIN INTERNATIONAL I N 3550 VINE STREET, SUITE 120 M I Bent 2 I I I Sta 31+77.53 Sta 32+66.84 "C" Line= Sta 694+63080 "R2" Line W O "A" Line 11R211 I I R2 Line rn rn Q0 C0 -> + + O o II 10��)�- 1017.501 I 1 Iw 1 - + - ++o31 00I r Existing Edge of Deck Q0 Cn 0 0 RW 688 I i i i O 0 1 1 0 Cn 1 O Ln O , ' O z coIfi O o ' P, `I m A O O �I "NW" RW LOL R=8064.1 1 7' 0 rn I Co 6? O I I Sta 33+08.59 33+ 0 I II I , I � co 1 1 c.s► I 32+00 - i R=7931.33 "R1" Line Sta 30+55.89 "C" Line= Sta 694+72.16 "R 1 " Line �Y 2 PCC Sta 33+27.32 o ;o 0 O O o 0 1017°53± CCn 1 o o Cn ow � Typ Al l Exist/,, i Bent Ftgs o 'Aj wo 0 0 0 1045053_+ cr O O �, o W- Exist MBGR to be removed \> Ex* st 1 5" water see "ROAD PLAgS" in I. Typ 9 see 2 'ROAD casing PLAN 1"=20' EXISTING UTILITY TABLE EXISTING UTILITY Location 15'' Water in 20" casing (Fontana Water) Approx 130/ Rt. of "C" Line Lighting Varies CURVE DATA No. R ZL T L 1❑ 7998000 04008/5111 289.61 578096 M2 2618000 06002'55" 138032 276038 FOUNDATION PLAN SHEET (ENGLISH) (REV.7/16/10) CHECKED Stephane Du I or CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1022.36 PT Sta 33+380 Rt 66.67 _ NE' N10o 24'p oil E -R=2551 .33 PCC Sta 33+27.32 Rt 66.67 DIST SCALE: No Sca I e VERT.DATUM NAVD88 HORZ.DATUM NAD83(NSRS 2007) DESIGN BY Jared Cole PHOTOGRAMMETRY AS OF: 09/24/07 ALIGNMENT TIES DESIGN OVERSIGHT DETAILS BY Andy Toledo SURVEYED BY J. El I i ott DRAFTED BY B. Anderson QUANTITIES BY Tim Fuller FIELD CHECKED BY M. Noreen CHECKED BY J . Ned I i k SIGN OFF DATE FOUNDATION PLAN SHEET (ENGLISH) (REV.7/16/10) CHECKED Stephane Du I or CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1022.36 PT Sta 33+380 Rt 66.67 _ NE' N10o 24'p oil E -R=2551 .33 PCC Sta 33+27.32 Rt 66.67 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 480 624 jai Gross Bearing 02/01112 Factored Gross - FESS RE S ERED CIVIL ENGINEER DATE �o Quo ION4� FOUNDATION PLAN Fc /�� 0JARED A. COLE - 03/29/11 C66188 No. Z PLANS APPROVAL DATE (ksf) The State of California or its officers or agents Exp. CIVIL (Settlement) (ksf) ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet, OF CALZFO��P SANBAG 1170 W 3RD STREET = 0.45 (ksf) SAN BERNARDINO, CA 92410 Abut 1 T.Y. LIN INTERNATIONAL 2309 3550 VINE STREET, SUITE 120 N/A RIVERSIDE, CA 92507 Bent 2 Q0 0 N a a 4,-6" Typ Abut Brg/ RW LOL 13'-6'' Abut 1 2'-0" Abut 3 � Bent 2 (`r„rl i nr Diane LIMITS OF PAYMENT FOR EARTHWORK Not To Scale NOTE: Earthwork limits i n addition to A62C &(A62B LEGEND: - Indicates bottom of footing elevation - Indicates new construction - Indicates existing structure w - Indicates existing lighting, see "ROAD PLANS" u -W- - Indicates existing water I i ne 0 W - Structure Excavation Bridge o J - Structure Backf i I I Bridge w w Q D 0 W 0 J Li I Q 0 PREPARED FOR THE SPREAD FOOTING DATA TABLE Working Stress Design (WSD) Load and Resistance Factor Design (LRFD ) Support Permissible Gross Al l owab I e Service Strength Extreme Event Location Contact Stress Gross Bearing Permissible Net Factored Gross Factored Gross FOUNDATION PLAN ( Sett I ement) Caac i ty Contact stress Nominal Bearing Nominal Bearing (ksf) ksf) (Settlement) (ksf) Resistance Resistance = 0.45 (ksf) = 1.00 (ksf ) Abut 1 505 2309 N/A N/A N/A Bent 2 N/A N/A 605 1903 43.2 Abut 3 600 2600 N/A N/A N/A w Q D 0 W 0 J Li I Q 0 PREPARED FOR THE NO. CHERRY AVENUE OC (REPLACE) 7D STATE OF CALIFORNIA Brett MakleyBRIGE 54D1292 POST MILES FOUNDATION PLAN PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION 13.2 � Q UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF z 0 1 z 3 PROJECT NUMBER &PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES � oar r>> o2ro�r�2 3r o nor �0 5 48 FILE _> REQUEST S1 N See Note rl Note 3 DESIGN OVERSIGHT PLAN - 1/411=1 =1 -O r. ,-L, � � L L L V A I IU IN YYCZ;P I IV I C.7 AI^Tr[^. 1 . Backwa I I sha I I be placed after stressing is completed. 2. Extend 2'-4" Abut stem, backwa I 1, and footing reinforcement out and i nto Stage 2 Abut. Bend 1 n p I ace temporar i I y to clear shoring if necessary. 3. Construction joint for Stage 1 footing and abutment stem SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 1/411=1 /-Oil 4. For "JOINT PROTECTION DETAIL", see "ABUTMENT DETAILS NO. 2" sheet. 5. For ''RETURN WALL DETAILS'', see ''ABUTMENT DETAILS NO. 2'' sheet. 6. For Architectural treatment, see ''ARCHITECTURAL DETAILS NO. 1 " through "ARCHITECTURAL DETAILS NO. 3" sheet. 7. See "BARRIER GEOMETRY" sheet. BY DESIGN Carolina Lopez -Toro BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller Note 4 :ture Approal STRUCTURE ►ACH TYPE )" sheet DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 481 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' ��� Fc JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet. ST TF OF CALIF) SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 BB � �� � Abut 1 I #4 (-1 @, 16 #5 9 18 #5 @, 16 Const Jt--' o For "DETAIL C", see `v "ABUTMENT DETAILS NO.211 sheet 2 /-0" to 7 Geocompos i to drain, see "STRUCTURE APPROACH DRAINAGE DETAILS" sheet #5 @ 18 Note 3 { 1/-611 Joint Seal 66-21 (MR=1 1/2 11) #5 X 2'-0 12 dowe I s #5 F ----i 6 under bearing pads & 12 elsewhere #8 F ----i Tot 5 (Main bars) 8' -oil #8 F-- Tot 5 2" C I r (End bars), Typ where occurs #5 @, 16 2=#9 LIL @, 6 bundle #5 18 #5 18 Architectural treatment not shown, see Note 6 _�— Conc barrier, see 'Road Plans'' FG L 4'-0�� _ M U 2-#c bunc CHEStephane Dulor PREPARED FOR THE CHECKED STATE OF CALIFORNIA Brett Makley Jared Cole PROJECT ENGINEER CHECKED Andy Toledo it ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE { 1/-611 Joint Seal 66-21 (MR=1 1/2 11) #5 X 2'-0 12 dowe I s #5 F ----i 6 under bearing pads & 12 elsewhere #8 F ----i Tot 5 (Main bars) 8' -oil #8 F-- Tot 5 2" C I r (End bars), Typ where occurs #5 @, 16 2=#9 LIL @, 6 bundle #5 18 #5 18 Architectural treatment not shown, see Note 6 _�— Conc barrier, see 'Road Plans'' FG L 4'-0�� _ M U 2-#c bunc CHEStephane Dulor PREPARED FOR THE CHECKED STATE OF CALIFORNIA Brett Makley Jared Cole PROJECT ENGINEER CHECKED Andy Toledo DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST SECTION A -A W Q 0 I I 0 W 0 J w Q 0 BRIGE NO. CHERRY AVENUE OC (REPLACE) 54-1292 POST MILES ABUTMENT 1 LAYOUT STAGE 1 I 13.2 Q DISREGARD PRINTS BEARING REVISION DATEMi SHEET OF z � CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 6 48 :D G Fror 11RW C Opening for KB14-4 supply line 0 Note 7 PLAN - 1/411=1 /—Oil Top of backwa T Stage Stubwa I I , see ''ABUTMENT DETAILS NOo 1 sheet Abut 1 "C" Line Const Jt DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) `J ELEVATION GGP ' 'v' '�J DESIGN DETAILS QUANTITIES BY Carolina Lopez -Toro BY Andy Toledo BY Tim Fuller CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION Kin=, C a DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 482 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q IVq<' JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE cr_ No. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or ST q CIVIL 1 completeness of electronic copies of this plan sheet. TF of CALiFp�`�P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 1 o Backwo I I sha I I be p I aced of ter stress i ng i s comp I eted o 2. Extend 2'-0'' Abut stem, backwa I 1, and end diaphragm reinforcement out and into Stage 2 Abut and closure pour, bend in place temporarily to clear shoring, if necessary. 3. For "SECTION A—A", see "ABUTMENT 1 LAYOUT STAGE 1" sheet. 4. For stem Re i of and details not shown, see Design H=24' on "RETAINING WALL DETAILS" sheet. 5. Fully extend Return wa I I Re i of into abutment. 6. For "RETURN WALL DETAILS", see "ABUTMENT DETAILS NO. 2" sheet. 7. See "BARRIER GEOMETRY" sheet. I I I I I I UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ABUTMENT 1 LAYOUT STAGE 2 REVI DISREGARD PRINTS BEARING SION DATES I SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 1 ovw 10 1 7 1 48 i� n, w V) I I W Q Fro "RW Not T r, r-, .-, -P V-, ri /- L- %. i r7 I I PLAN- 1 /_II_1 /_nll DESIGN OVERSIGHT ELEVATION 1 n T r- /- 1. Backwa I I shall be placed after stressing is completed. 2. Extend 2'-4" Abut stem, backwa I I , and footing reinforcement out and into Stage 2 Abut. Bend in place temporari1y to clear shoring if necessary. SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ibwa I I LOL Const Jt for Stage 1 footing and abutment stem �e � Abut 3 Joint Sea I B6-21 (MR=2" ) Note 4 — For "DETAIL C", see "ABUTMENT DETAILS No 0 2" sheet ?e Note 2 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 483 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' ��� Fc JARED A. COLE - 03/29/11 171 Z PLANS APPROVAL DATE No. C66188 The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet, ST TF of CALjFa SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Abut 3---,,, EB V-611 V-611 17 -0 Structure Approach ' see, ''STRUCTURE APPROACH TYPE N(30S) 11 sheet #5 @, 6 under bearing pads & @, 12 e I sewhere — #8 Tot 5 - (main - (Main bars ) #8 F--- Tot 5 - (End bars) where occurs #5 @,16 - Arch i tectura treatment not shown, see Note 3 #5 @, 18 Const Jt for Stage 1 #5 @, 18 - footing and abutment stem Conc Barrier, see "ROAD PLANS" FG 3. For Architectural treatment, see "ARCHITECTURAL DETAILS NO. 4" through "ARCHITECTURAL DETAILS NO. 7" 4. For "RETURN WALL DETAILS" and "JOINT PROTECTION DETAIL see "ABUTMENT DETAILS NO. 2" sheet. 5. See "BARRIER GEOMETRY" sheet. BY DESIGN Carolina Lopez -Toro BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller O I M L M U L M U CHEStephane Dulor PREPARED FOR THE o' CHECKED STATE OF CALIFORNIA Brett Makley Jared Cole PROJECT ENGINEER CHECKED Andy Toledo DEPARTMENT OF TRANSPORTATION 13.2 ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 OF z � FILE => $REQUEST 3,-0" 2" Cir Typ i Fx # 4 (-1 @, 16 #5 X 2'-0" @, 12 dowe I s #5 9 18 Const Jt #5 @, 16 2,-0" 3" C I r ' 911 2' -oil Typ 7,_9" 6'-3" SECTION D- D 3/8..=1 0.. Geocompos i to drain, see "STRUCTURE APPROACH DRAINAGE DETAILS sheet #10 6 #5 @ 18 Note 3 MMEM111111116 w II 0 W 0 J a - W w Q 0 -69 I I 0 W 0 w Q 0 BRIGE NO. CHERRY AVENUE OC (REPLACE) o' 54-1292 POST MILES ABUTMENT 3 LAYOUT STAGE 1 I W 13.2 Q DISREGARD PRINTS BEARING REVISION DATEMi SHEET OF z � CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 8 48 r :D CA. ' a _ ' O ' � I 1 1 C\j 2" Cir Typ i Fx # 4 (-1 @, 16 #5 X 2'-0" @, 12 dowe I s #5 9 18 Const Jt #5 @, 16 2,-0" 3" C I r ' 911 2' -oil Typ 7,_9" 6'-3" SECTION D- D 3/8..=1 0.. Geocompos i to drain, see "STRUCTURE APPROACH DRAINAGE DETAILS sheet #10 6 #5 @ 18 Note 3 MMEM111111116 w II 0 W 0 J a - W w Q 0 -69 I I 0 W 0 w Q 0 BRIGE NO. CHERRY AVENUE OC (REPLACE) o' 54-1292 POST MILES ABUTMENT 3 LAYOUT STAGE 1 I W 13.2 Q DISREGARD PRINTS BEARING REVISION DATEMi SHEET OF z � CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 8 48 :D r r Ql "C" Line PLAN - 1/411=1 /—Oil nnAn i nn fnv- R1 d -d DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ELEVATION 1/411=1 /^II=1 /—Oil —OII BY DESIGN Carolina Lopez -Toro BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Jote 5 Brett Mak I ey PROJECT ENGINEER 3 JTES: 10 Backwa DIST COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 1 12.3/14.1 RE IS ERED CIVIL ENGINEER 03/29/11 SHEET TOTAL No SHEETS 484 624 02/01/12 — O Q�pFESSION DATE q<' JARED A. COLE - Z C-0 171 PLANS APPROVAL DATE No. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet, ST TF of CALIFp�� P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 sha I I be p I aced after stress i ng i s comp I eted 2. Extend 2'-0'' Abut stem, backwa I 1, and end diaphragm reinforcement out and into Stage 2 Abut and closure pour, bend in place temporarily to clear shoring, if necessary. 3. For "SECTION D -D", see "ABUTMENT 3 LAYOUT STAGE 1 " sheet. 4. For "RETURN WALL DETAILS", see "ABUTMENT DETAILS NO. 2" sheet. 5. See "BARRIER GEOMETRY" sheet. UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ABUTMENT 3 LAYOUT STAGE 2 REVISION DATES SHEET OF DISREGARD PRINTS BEARING CONTRACT N0. 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 g1 48 i� n, w V) I I W Q Structure approach 411 Expandec Po I ystyren( BO -1 3 13-1 F #7 L U ABUTMENT 1 Abut 1 Abut 3 A Structure approach --------------- Expanded ystyrene 0-13 13-1 U ABUTMENT 3 STAGE 1 STUBWALL DETAILS NOTE: 1 o Mandatory construction joint with smooth f i n i shed surface and I i ned w i th 15 pound building paper. 2. For sections where point © drops below abutment seat elevation use ''DETAIL B". 3. See 1'BARRIER GEOMETRY'' sheet. Typ A DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) /^11=1 /_QII Stubwa I I LOL DETAIL A /211=1 ,_QII -rrJ t 4 QII la 9 II Note Abutment 3 shown, Abutment 1 similar. o $7 6 EV 1 #5 See Nc Stage 1 Construction Structure Approach - #4 . Extend into • • Abut footing . . 211 Cir Typ 1 /_QII Stage 2 Construction #7 bars SECTION A -A '/211=1 ,_QII BY CHECKED DESIGN Carolina Lopez -Toro Stephane Du I or DETAILS BY Andy Toledo CHECKEDJared Cole QUANTITIES BY CHECKED Tim Fuller Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DETAIL B '/211=1 ,_QII V-311 311 Min lap #5 Tot 5 sets 411 Expanded 130-1 3 Polystyrene 13-1 V-611 611 #5 C Tot 4 U) 1/-611 #5 - L Note 2 C >° Note 3 B Mandatory Const Jt, see Note 1 — 1 1 1chamfer, see Note 1 QQ M #8 - For return wa I I re i nforcement see 1'RETURN WALL DETAILS11 on 11ABUTMEN- DETAILS NO. 211 sheet #5: To - 111 chamfi QL Abu- o� N c #8 �L Tot # J I V I I L PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 485 1 624 02/01 /12 FZO RECERED CIVIL ENGINEER DATE �o QpFESSINq<' JARED A. COLE Z 03/29/11 C-0 171 WO No. C66188 PLANS APPROVAL DATE Exp. The State of California or its officers or agents CIVIL shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. ST TF OF CALZFO�� P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 � 1 � 111 Expanded BO -13 Polystyrene #5 � 0 it F IPersion #8 (Main bars) #8 F__ (End bars) SHEAR KEY ELEVATION '/211=1 /_QII SECTION B -B '/211-1 /_QII re i nforcement #51 @1 9 8/_QII Li II 0 W 0 J n w BRIDGE NO. w 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES ABUTMENT DETAILS NO.1 13.2 � Q REVISION DATEAl SHEET OF z DISREGARD PRINTS BEARING � CONTRACT N0. 08-468004 EARLIER REVISION DATES � 01/ /11 02/01/12 7/ 0 10 4 RW L 0 L --� I Conc Barrier Top of #9 Return wa I I I Horizontal l e � o I • I l � , #9 6 ° l l i e o l � o #9 @1 10 ° Geocompos i to l � l O drain, see ''Structure Approa Drainage Details'' ° #5 sheet l � e � I e 2" C I r o FG e i e I , o I � e I I e I O ' I O I e I � C • O I O Note 1 o e I #9 or e _ ° o I e For deta i I s —,""" ° o not shown, see ''RETAINING O See Notes 4 & 5 I WALL DETAILS'' o sheet . e I I • ' ' O I • #9 5 I o O I I • O _ I o O `I I I , C\1 CV #9 a 12 e I � o #9 �� 5 I � I I • 3,_4ll e _ ' o O �I I CV I • e I I e I I O I , I I 0 I I � NOTE: A 1 o See ''BARRIER GEOMETRY'' sheet. ELEVATION SECTION A—A RETURN WALL DETAILS DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES 3/811=1 —OII BY Carolina Lopez -Toro BY Andy Toledo BY Tim Fuller ch Last bar norma I to C Abutment Backwa Abut = Brg Pad E I astomer i c Bearing Pad (Coat top w/ s i I i cone greasE Rnr c,-nnr ince FOOTING CORNER DETAILS (� Brg Pad �+I No Scale n7011choet meta 2'l duct tape over al I joints CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PLAN MR+1 11 B0-13 same thickness as bearing pad Sheet metal 3 11 Leve I Typ ELEVATION BEARING SEAT DETAILS No Scale PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION - DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 486 1 624 02/01/12 �pFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' Fc 0 JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents it Exp. shall not be responsible for the accuracy orST q CIVIL 1 , b u t m e n t completeness of electronic copies of this plan sheet. TF OF CALJF00 P Str App 3'' Bondi r smooth I/8 l l X 1 . Neopren Geocompos i I I I I UNIT 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 hall +1/411 IZIA 1/4'' Exp Jt f i I I er `O Expanded Polystyrene BO -1 3 13-1 Abutment Seat ri 86-21 °.. DETAIL C No Sca I e ML/lJ I I I ISI I I LJVVI \♦♦ V I 1 - Place prior to backfilling the Abut backwa I I (Fold neoprene into chamfer) JOINT PROTECTION DETAIL No Scale BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ABUTMENT DETAILS NO.2 OF DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 1 0,/W 10 1 1 4 w Q -69 0 II 0 W 0 w Q 0 n, w I) I I W Q "SW" Ret wa 1 1 , Type 5 7'-9%11 Length CL Abut 1 H=6' Design Height Note 1 Beg in Abut 1 West Ret wa Limits of "SECTION A -A" Ra I I I ng not shown En but 1 A End A , West Ret wa I 1 1136-21 "a"+1 /4" Top of wa Elev 1056.18 "SW" wa I I , Type 5 Strip waterstop 130-1 1-4 3'0 hole "SE" Ret wa 1 1 , Type 5 End Abut 1 East Ret wa I I Ra I I I ng not shown � I � I I rj � I Top of wa I I EIev 1056.34 -� i I I I I I "SE" wa I I , Type 5 Strip waterstop 130-1 1-4 3"0 hole DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) E l ev 1050.50 Top of wa E l ev 1056.83 IJ I II ,I I ,I I ;I FG i ;----fit--- I C I� o c Note 6 I I I I ' Note 6 B) Note 6 ------------ "a"+1/4" RW 690 B6-21 Abutment 1 ABUTMENT 1 WEST RETAINING WALL iMIRRoaeoi %11=1 /_OII 7'-91/2" Length H=6' Design Height Note 1 Begin Abut 1 East Ret wa I I Limits of "SECTION B -B" B B6 -21"a"+1 /4" Top of wa I I E I ev 1056.92 o c E l ev 1050.00 �I -:2 Return wa I I I� I ,I I ,I I I � - FG I - C Note 6 1 I I I � I 1 ' I I I � I N Note 6 � Abut 1 B Note 6 ABUTMENT 1 EAST RETAINING WALL %11=1 /_0 11 "a"+ 1 /4' RW 690 B6-21 Abutment 1 BY DESIGN Brett Mak I ey DETAILS BY Andy Toledo QUANTITIES BY Tim Fuller 1 /-oil ConicBarrier Type 26 (Mod), Note 7 See "STRUCTURE APPROACH TYPE N(30S) sheet for reinforcement Bottom of approach slab when on abutment backwa Optional construction joint, Note 5 CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS tt5 , �9-i nN SECTION A—A Permissible construction joint (BO -5 5-2 I/211=1 /_0 11 3/_o�� 2.. 5Y4�� Conc Barrier Type 736 (Mod), Note 8 3'-0" L #4 F__1 G�1 8 � Note 5 0 '-0" 2 M RW LOL a� 0 z Return wa I I or Retaining wall, Note 3 Vertical face, Note 4 1 /_01/411 3'- 0" 0 Note 6 (.0 •\ :0 ------ 1- -- ' II See "STRUCTURE APPROACH o 2 -0 TYPE N(30S)11 sheet 'I 1 C\1 1 Bottom ofso ' approach slab when on abutment backwa Optional construct I on �A joint, Note 5 / Note 6 #5 (@8 SECTION B—B Y2=1 /_0.. 21 RW LOL :>� # 5 �8 2'- 0" -#5'\ @,16 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 487 624 JO/ J C, 0 & 02/01/12 _ 1 BO 3 FESS RE IS ERED CIVIL ENGINEER DATE �o Quo SIO Fc �1� 0 JARED A. COLE Z 03/29/11 LAYOUT NO. 1 PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents Exp. CIVIL Top of wa I shall not be responsible for the accuracy or ST 1 q TF completeness of electronic copies of this plan sheet. OF CALIF CV SANBAG _ 1170 W 3RD STREET Return waII , Return SAN BERNARDINO, CA 92410 4 - o z T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 Wall (H=24'), RIVERSIDE, CA 92507 Q NOTES 1 e For Retaining wa l I sections see "TYPCAL SECTION" on "RETAINING WALL DETAILS" sheet 2. Bottom of barrier footing shall be 3'-0" Min below © at all times 3. For return wa I I section, see "ABUTMENT 1 LAYOUT STAGE 2" sheet 4. For retaining wa I I H < 20' fill excess gap with Expanaed Polystyrene 5. Roughened surface. Reinforcing steel only needed if optional construction joint is used 6. See "BARRIER GEOMETRY" sheet. 7. For deta i Is not shown, see rB1-54 8. For deta i Is not shown, see B11-56 #5@,8 — #4a1 8 Note 5 — #51 Q8 U) OC (REPLACE) o' - 4" Expanded .0 Makley Polystyrene _ 1 BO 3 1 3-1 v Note 6 RETAINING WALL LAYOUT NO. 1 PROJECT ENGINEER w:E Top of wa I Cut back c CV polystyrene _ o Return waII , Return _ 4 - o z or Retaining Wall (H=24'), Q Note 3 UNIT 2" Min Expanded Vertical Polystyrene face, Note 4 BO -1 3 13-2 Li D w 0 J w PREPARED FOR THE CHERRY AVENUE OC (REPLACE) o' STATE OF CALIFORNIA Brett Makley 54D 1292 POST MILES RETAINING WALL LAYOUT NO. 1 PROJECT ENGINEER w:E DEPARTMENT OF TRANSPORTATION 13.2 Q UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF z C:� 0 1 z 3 PROJECT NUMBER &PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES � oar r>> o2ro�r�z �r o nor �0 12 48 � FILE _> REQUEST Limits of "SECTION A -A" Begin Abut 3 I� West Ret wall A A Note 3 Note 3 Length 10'-27/8" Design Height H=1 0' Note 1 Abut 3I "a"+1 /4"r1136-21- Top of wall E I ev 1050.67 � , I I , I I � I � B6-21 "a"+1 /4" ' I , I I � I � I I � I , I I � I � � , I I C FG Abutment 3 Note 3 I I , Imo' i i RW 688 J I I , Return wa ABUTMENT 3 WEST RETAINING WALL % =1 0.. - End Abut 3 West Ret wall "NW" Ret wall Type 5 f--1 I I I I L � I , I , ' I Note 3 1 /_0%ll 5 Y4" Conc Barrier Type 736 (Mod), --,\ Note 4 Top of wa E I ev 1050.27 M "NE" wa I I , Type 5 .. V7 • # 5 @,8 • o c 0 .o 0 3'-0" 2" RW LOL 3A Note #5 � Gd16 # 5 U @,8 4" Expanded g0-13 Polystyrene 13-1 B Note 3 Top of wa M\\ -Cut back c polystyrene :2 #5 @8 Cont 4 Roadway, see #5 @18 1 "ROAD PLANS" • 3"0 hTe Strip waterstop BO -1 2" Expanded rBO-13 3'-6" Polystyrene 13-2 r 1-4 SECTION C -C E I ev 1039.66 V2"=1 '-0" (MIRRORED) Limits of "SECTION B -B" Limits of "SECTION C -C" Begin Abut 3 1 83'-8" East Ret wall (Measured along RW LOL ) i Length 16 /-oil 16'-0" 16'-0" 16'-0" Design Height H=24' H=20' H=1 6' H=1 2' C Abut 3 A Note 1 Note 1 Note 1 Note 1 Note 3 To of wa (B6-21 "a"+ E I ev 1050.81 To of wa /4 To of wa B E I ev 1050.33 /TEo1evof1048.78 waB E I ev 104 9.51 CNote 3 --- -------------------- ----------------------- I --------- -- 66-21 11a��+ 1/411 I -------- I ' I ' I ' I I B Return wa I I •'' 6�_ C f Note 3 60-3 I' 3-2 I I' I I BO -3 4 I 3_4 0 Weep holes 01 1� I' E I ev 1032.75 FG \Elev 1 028.75 ----------- ----------- 3"0 holes I i I \Elev 1 024.75 L ----------- --,-----I L__J ABUTMENT 3 EAST RETAINING WALL 3/611=1 /_011 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) BY DESIGN Brett Mak I ey BY DETAILS Andy Toledo QUANTITIES BY T I m Fuller 19/-811 H=6' Note 1 Top of wa E I ev 1 04 8.05 Note 3 B) Note 3 01 1 \ E I ev 1040.75 E I ev 1036.75 Footing step, Typ B3-8 CHECKED Stephane Dulor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ce Ret wa I I , Note 1 End Abut 3 East Ret wall Top of wa E I ev 1047.10 PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 O 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 488 1 624 RE IrL_e_� 02/01/1 2 ERED CIVIL ENGINEER DATE .111-1 Q161, 1 ESSION4C JARED A. COLE Z 03/29/11 � No. C66188rn rn PLANS APPROVAL DATE The State of California or its officers or agents -tx Exp. shall not be responsible for the accuracy or s�q CIVIL tiP completeness of electronic copies of this plan sheet. OF CALIV' SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 1. For Retaining wall sections, see "TYPCAL SECTION" on "RETAINING WALL DETAILS" sheet 2. For "SECTION A -A" and "SECTION B -B", see "RETAINING WALL LAYOUT NO.1 " sheet 3. See "BARRIER GEOMETRY" sheet 4. For details not shown, see (B11-56 W 0 W 0 J a - W w Q -69 0 0 W I- O J n w Q 0 BRIDGE NO. CHERRY AVENUE OC (REPLACE) w 54-1292 POST MILES RETAINING WALL LAYOUT NO. 2 w 13.2 � Q DISREGARD PRINTS BEARING REVISION DATES SHEET f OF z Ao/ LiLi CONTRACT NO.: 08-468004 EARLIER REVISION DATES so 01/ /11 02/01/12 7/ 0 13 48 u) Concrete Barrier RW LOL V-011 011 LL TYPICAL SECTION % 11=1 /—oil Ret Wall (H=24') DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES w C C Cr a; c LL Concrete Barrier RW LOL 1 /_n1l TYPICAL SECTION %11=1 /_Oil Ret Wall (H�20') TABLE OF CONCRETE DIMENSIONS AND DATA Design H 6' 10' 12' 16' 20' 24' W 5/_0il 7/_611 8/_611 10/_611 13 /-oil 16/-Qil B 2/_611 3/_0„ 3/_611 4/_611 5/-Qil 8/_Qil C 2/_611 4/_611 5/_0„ 6/_0„ 8/-Qil 8/_oil F V-411 V-411 1 /_6„ 2/_0„ 2/-611 2/_611 Max Toe Pressure (ksf) 101 105 108 207 301 400 BY Ken Anthony BY Andy Toledo BY Tim Fuller CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett Mak I ey PROJECT ENGINEER UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 1 12.3/14.1 REZISICERED CIVIL ENGINEER 03/29/11 SHEET TOTAL No SHEETS 489 624 02/01/12 — O Q_pFESSION DATE q<' JARED A. COLE - Z C-0 171 wM PLANS APPROVAL DATE N0. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet. ST TF of CALW) P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 GENERAL NOTES - RETAINING WALLS DESIGN CONDITIONS: Design H may be exceeded by 6'' before going to the next size DESIGN DATA: f'c = 39600 psi fc = 11,450 ps i f s = 249000 psi n = 10 SURCHARGE: SOIL: 2 ft for Live Load plus 3 k/ft for Barrier Dead Load (1) = 340 � = 120 pcf EQUIVALENT FLUID PRESSURE: 36 psf /ft for determination of toe pressure 27 psf/ft for determination of heel pressure SOIL ALLOWABLE GROSS BEARING CAPACITY = 4 ksf ninTE For © location, see ''BARRIER DETAILS NO. 2" sheet BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 RETAINING WALL DETAILS REVI DISREGARD PRINTS BEARING SION DATES I SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 14 1 48 n, w V) I I w Q Cn zl rnR m =M CO o--1 (yi zM> o O �Dr Q0 � 1 0-) , -,7�D '.Z 90 rn �10 _ H N � fTl DETAIL D -RET � , WALL , see D DETAILS NOo2 sheet 3. For 'SECTION A Edge of Type 26A Ramp & raised curb,see "ROAD PLANS" + -0 Im End "SW" Ret Wa I I Type 5 11R3" Sta 693+50015 Lt 4000' ZC)O CJ - TI1 I C Abut 1 I (T-, 6) r r� I oO "R311 Sta 693+60099 Lt 17000' , ` S ��X 4 I I 0 I i 1 C9; I 6' I I F I I Edge of I Type 5 footing ' I I � 1 ' I 1 Abut 1 west I RW LOL Ret wcl I 1 I 1 N04054/ 31 Ell - I ---- 1/2''Expanded Polystyrene Begin 11SW'' Ret Wa I I Type 5 11 C' Line Sta 30+58007 Lt 71077' / 11R3" Sta 693+81093 Lt 17.00/ Begin "SE'' Ret Wal I Type 5 "C' Line Sta 30+60.08 — I\ J J I V V✓✓ � I J o V V Lt 17000' Edge of Type 5 footing "DETAIL D-BARRIER11 & "DETAIL D -RET WALL 11, see Notes 1 & 2 - DESIGN - DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ' � I 1 \-Strip ' I waterstop � I rBB1 I ' � , I I , I , t "SW" WALL PLAN 3/611=1 ,-011 End Abut 1 west Ret Wa I I "C11 Line Sta 30+57.87, Lt 75098 I I I I I 4- 1 I I I I I I I I I 1 Abut footing Z ''DETAIL E -BARRIER" & ''DETAIL E -RET WALL'', see Notes 1 & 2 Strip waterstop w/ /2" Expanded Polystyrene hiUU 1 I LVID I Ret Wa I I U L I I IC J I U JVT'UV o VJ, Rt 66067 r--.4 11cr11 0,.- IAI— I 1 T\, flJ J I U VJJTJ I o`—fJ Lt 4000' IAM I DI A 1\I ii16 -1 Abut 1 I I C Abut 3 I I I I I I Strip waterstop w/ �/2'' Expanded 'I Polystyrene (BO -1 1 4 ' Abut 3 west Ret wa I I Note 4 vg Note 4 Note 4 Note 4 R=8064.17/ 1 1 1 1 1 -4-- I 1 1 1 1 1 1 I I I Abut footing End 11NW" Ret Wa I I Type 5 "R1 " Sta 693+69074 Rt 3096' � ' o ' , CO ' , , , 4 ; v ' 4z- z ' 00 � 'qo , w ' co 00 ; I 1 1 ► ► 1 1 1 1 1 1 I ► 1 I I 1 I 1 ► I I I 1 ' I Inside face I 1 1 of barrier, 1 I R=8060' I I ► 1 I i I I 1 "NW" WALL PLAN 3/611=1 ,-011 Note 4 Raised curb, see "ROAD PLANS'1 Note 4 Abut footing BY DESIGN Brett Mak I ey DETAILS BY Andy Toledo QUANTITIES BY Tim Fuller CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS #4 x 1 '- 611 Q1 8 ''DETAIL a� B -BARRIER" & ''DETAIL B -RET J WALL11, see Notes 1 & 2 ►� Edge of Type 26A Ramp & raised curb, see 11ROAD PLANS11 0 + Edge of Type 5 footing RW LOL End Abut 3 West Ret Wall "C11 Line Sta 33+15.559 Lt 66.17 1'C" Line Sta 33+15.55 Lt 64.11 11R 1 " Sta 694+02.00 Rt 29004' Beg i n "NW" Ret Wa I I Type 5 "C1' Line Sta 33+15.55 Lt 62000' "DETAIL C-BARRIER11 & "DETAIL C -RET WALL'', see Notes 1 & 2 DIST COUNTY ROUTEPOST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 490 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' JARED A. COLE Z 03/29/11 PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet. ST TF OF CALIF P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 ,✓,✓roach slab Note: For s i dewa I k details not shown, see (BB11-54 SECTION C -C Y^11=1 ,—oll NOTES: w II 1 o For DETAIL A -BARRIER 119 Illi DETAIL 1119 II 11 B -BARRIER DETAIL C -BARRIER II 11 DETAIL D -BARRIER and DETAIL T E -BARRIER see 11 TYPE 5 RETAINING WALL DETAILS NOo1 , sheet , II 20 For DETAIL A -RET II II II WALL'' DETAIL B -RET WALL II II C -RET WALL DETAIL D -RET WALL , DETAIL E -RET , WALL , see , ''TYPE TYPE 5 RETAINING WALL DETAILS NOo2 sheet 3. For 'SECTION A -A" and "SECTION B -B11, see "TYPE 5 RETAINING WALL LAYOUT NO o 2 sheet DISREGARD.,PRINTS BEARING 4. See "BARRIER GEOMETRY" sheet. OF z PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 z 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST BRIDGE NO. w CHERRY AVENUE OC (REPLACE) 54-1292 POST MILES TYPE 5 RETAINING WALL LAYOUT NO.1 I 1302 Q DISREGARD.,PRINTS BEARING REVISION DATES SHEET OF z LLJ CONTRACT NO.: 08-468004 EARLIER VISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 15 48 � Note: Concrete barrier not shown "SW" WALL DEVELOPED ELEVATION I/211=1 2_011 End "SE" Ret wa Limits of payment for Conc Barrier Type 736A 20'-3%4" (Measured along "SE" RW LOL H=4' Top of wa EIev 1057023 Top of wa Elev 1057051 4 ::7-1 1 ,,_— Be i n "SE" Re wa Length Design Height FG BO -3 3-1 EIev 1052.65 Note: Concrete barrier not shown "SE" WALL DEVELOPED ELEVATION ,/211=1 /-oil DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) See "ROAD PLANS" --------------- -------------- Geocompos i to dra ii see "MISCELLANEOU DETAILS" sheet DESIGN DETAILS QUANTITIES 77 Limits of payment for Conc Barrier Type 26A 42/_1 1 Y411 (Measured along "NW" RW LOL) 16 /_10%ll H=4' 24'-0" H=8' Be i n "NW" Re wa Length H=R'I nP.q i nn HP i nh+ Note: Concrete barrier not shown "NW" WALL DEVELOPED ELEVATION I/211=1 ,_011 BY Brett Makley BY Andy Toledo BY Tim Fuller I\G I VVV I I I/2I 1=1 /_0.. CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Chain link railing rier (Mod) Curb and gutter see "ROAD PLANS'? PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION Geocompos i to dr see ''MISCELLAND DETAILS" sheet UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 491 1 624 02/01/12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' JARED A. COLE Z 03/29/11 C-0 171 PLANS APPROVAL DATE No. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or ST q CIVIL 1 completeness of electronic copies of this plan sheet. TF OF CALZFO��P 19 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Conc Barrier Type 736 (Mod) ?''Expanded D I ystyrene 9 yP BO -1 3 1 3-2 i/2=1 ,_0�� w I I 0 w 0 w a - w BRIDGE NO. o- w CHERRY AVENUE OC (REPLACE) 54-1292 POST MILES TYPE 5 RETAINING WALL LAYOUT NO.2 I 13.2 Q DISREGARD RINTS BEARING REVISION DATES SHEET OF z Li CONTRACT NO.: 08-468004 EARLIER VISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 16 48 � N �L m L (_0 Q ro m r` U O c a O T U I- "SW" Ret Wa I I LOL E 26A Barrier DETAIL A -BARRIER I/211=1 ,_OII Flare barrier Re i of at Std spacing - End "SE" Ret Wa I "SE" Ret Wall LOL Outside face side face Outside face "NW" Ret Wa I I LOL End "NW" Ret Wa Inside face Conc Barrier Type 736A k a� a�- �v) z am Q Q0 J r` 0 0-O DETAIL D -BARRIER I/2II-1 /_OII DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) C� K Iyp r tjIiiT DETAIL B -BARRIER I/211=1 ,_O11 BY DESIGN Brett Mak I ey DETAILS BY Andy Toledo QUANTITIES BY Tim Fuller "SE" Ret W( Edge of curb, see "ROAD PLANS" Edge of Type 26A Barrier "NW" Ret Wal I LOL T n c- i r-1 o -P r-1 "NW" Ret , Wal I LOL DETAIL C -BARRIER I/211=1 /_O11 Ahi it 1 CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DETAIL E -BARRIER /211=1 ,_0 11 if DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 492 1 624 02/01/12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq� JARED A. COLE Z 03/29/11 LO PLANS APPROVAL DATE No. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or ST q CIVIL 1 completeness of electronic copies of this plan sheet. TF of CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Vnr I AS n'' to 5311'' SECTION A -A Varies 31/4" to 1-3 " Front face trans i t i c Type 5 Retuning Wall 3/^11=1 /_ O11 Conc Barrier Type 736A SECTION B -B Barrier Type 26A PREPARED FOR THE I (REPLACE) r I STATE OF CALIFORNIA � I I Makley 54-1292 a� a�- �v) z am Q Q0 J r` 0 0-O DETAIL D -BARRIER I/2II-1 /_OII DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) C� K Iyp r tjIiiT DETAIL B -BARRIER I/211=1 ,_O11 BY DESIGN Brett Mak I ey DETAILS BY Andy Toledo QUANTITIES BY Tim Fuller "SE" Ret W( Edge of curb, see "ROAD PLANS" Edge of Type 26A Barrier "NW" Ret Wal I LOL T n c- i r-1 o -P r-1 "NW" Ret , Wal I LOL DETAIL C -BARRIER I/211=1 /_O11 Ahi it 1 CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DETAIL E -BARRIER /211=1 ,_0 11 if DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 492 1 624 02/01/12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq� JARED A. COLE Z 03/29/11 LO PLANS APPROVAL DATE No. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or ST q CIVIL 1 completeness of electronic copies of this plan sheet. TF of CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Vnr I AS n'' to 5311'' SECTION A -A Varies 31/4" to 1-3 " Front face trans i t i c Type 5 Retuning Wall 3/^11=1 /_ O11 Conc Barrier Type 736A SECTION B -B Barrier Type 26A PREPARED FOR THE CHERRY AVENUE OC (REPLACE) STATE OF CALIFORNIA Brett Makley 54-1292 POST MILES TYPE 5 RETAINING WALL DETAILS N O.1 PROJECT ENGINEER II LLJ DEPARTMENT OF TRANSPORTATION 13.2 Q UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF z C:� 0 1 z 3 PROJECT NUMBER &PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES � oar r>> o2ro�r�z �r o nor �0 17 48 � FILE _> REQUEST #5 /' Edge of ram shoulder - "SW" Ret Wa I I LOL `.a y.. ., footing DETAIL A -RET WALL Flare Re at stand spacing "SE" Re /211=1 /_011 n Outside face of wa I I side face wa I Outside of wa I ''NW'' Ret Wa I I LOL End ''NW'' Ret Wa I I / DETAIL B -RET WALL ,/211=1 /_o11 T n r. i A i-, -P r ..., Edge of ramp shoulder DETAIL D -RET WALL i/211=1 /_0.. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) huts i de face )f wa I idard Plan f (B3-7 ei��j nf 2 spacing BY DESIGN Brett Mak I ey BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller Edge ( f oot i r Inside f of wa 5 RW foot i C -Edge of ramp shoulder #5 I n Ftg "NW" Ret Wal I LOL C+nnrinrrl P I nn T n c i H,ci f'nr-o Wal I LOL DETAIL C -RET WALL 44- G /a -1 /"' Y2 =1 ,_0.. ''SE'' Ret Wa I I LOL CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS U DETAIL E -RET WALL Y211=1 ,_0.. PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 493 1 624 02/01/12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 x The State of California or its officers or agents it Exp. shall not be responsible for the accuracy or ST q CIVIL 1 completeness of electronic copies of this plan sheet. TF OF CALZFO\kl SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 le of )ting re Re i of in %2 spacing BRIDGE NO. 54-1292 C H E POST MILES 13.2 TYPE 5 CONTRACT NO.: 08-468004 RRY AVENUE OC RETAINING WALL DISREGARRINTS BEARING EARLIER VISION DATES w 0 W 0 J n w w Q -69 0 0 W 0 w Q 0 n, w (REPLACE) DETAILS NO.2 LLj Q REVISION DATES SHEET OF z 02/01/12 �i o poi �0 18 4 8 � #14 Tot 24 (1 2 bundled) see Note 1 Bent 2 N ii r` r, I i i m rn J.. A -1 T -L nn TOP CAP REINFORCEMENT Ut i I�i ty 26"W x 18'H opening for SCE conduits DESIGN OVERSIGHT #7 L -L—' -J @,129 Tot 6 sets SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) - Vertical I y bundled bars PLAN - 1/411=1 / -Oil ELEVATION /4 II=1 /-Oil Ut i I i ty openings DESIGN DETAILS QUANTITIES BOTTOM CAP REINFORCEMENT BY Jared Cole BY Andy Toledo BY Tim Fuller -#4 n or �� crosst i es Tot 28 at each column # 7 "-"-L--j W 2 , Tot 6 sets CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Kin=, C 1 o No splice a l lowed. 20 For "FLARE DETAILS", see "BENT DETAILS NOo2" sheet 3. For "SECTION A -A", see "BENT DETAILS NO. 1 " sheet 4. For "SECTION B -B", "SECTION C -C" and "SECTION D -D", see "BENT DETAILS NOo 2" sheet Face of closure pour "C" Line I #8 @, 12 Top Re i of #10 Tot 29 Top Re i of (� Columr C Column #10 Tot Bot Re i of #10 9 12 Bot Rein C Footing = CL Bent 2 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 494 1 624 02/01/1 2 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' ��e- Fc 0 JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 x The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet. ST TF OF CALIF) SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 FOOTING PLAN (STAGE 1). Z w V) W Q Will a %11=1, -Oil ---V PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett PROJECT Makley ENGINEER BRIDGE NO. CHERRY AVENUE OC (REPLACE) 54-1292 POST MILES BENT LAYOUT STAGE 1 13.2 0 1 z 3 UNIT: PROJECT 2232 NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 DISREGARD PRINTS BEARING EARLIER REVISION DATES REVISION DATESSHEET OF oar r>> 02/01/12[�oIA101 19 48 FILE => $REQUEST w V) W Q Will a #14 Tot 24 (12 b . see N Face of closure pour Bent 2-, N DESIGN OVERSIGHT CL Column (I, (' n 1 i i m n TOP CAP REINFORCEMENT #7 1 Typ, Tot 4 #7 ED W 2, Tot 6 sets D< - Vertically bundled bars PLAN 1/411=1 ,-011 #7 M Ca6 BOTTOM CAP REINFORCEMENT 0Y J) -#4 n or �� crosst i es Tot 28 at each column #7m@,6 #7 M1 a129 Tot 6 sets (n� I - I _- rn-) .......................... ...... SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ELEVATION /4 II=1 /—Oil BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS A InTr f" e 1. No splice a l lowed. 20 For "FLARE DETAILS", see "BENT DETAILS NOo2" sheet 3. For "SECTION A—A", see "BENT DETAILS NO. 1 " sheet 4. For "SECTION B -B", "SECTION C—C" and "SECTION D -D", see "BENT DETAILS NOo 2" sheet 6" dia opening for NPS supply line rB14-4�B7-10 PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION Footing = Bent 2 #8 a 12 Top Re i of #10 Tot 29 Top Re i of � Column C Column #10 Tot Bot Re i of #10 12 Bot Reim DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 495 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' ��e- Fc 0 JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 x The State of California or its officers or agents it Exp. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet. ST TF OF CALW) P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 UNIT 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST FOOTING PLAN (STAGE 2- % 11=1 /—Oil BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES BENT LAYOUT STAGE 2 13.2 DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES No 01/ /11 02/01/12 7/ 0 10/ 10 20 i� w Q -69 0 II 0 W 0 w a 0 n, w V) I I W Q of z 48 Column #10 #8 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Column Bothways 3'' C I r Typ SECTION A -A % 11=1 /-oil I= U n L o 0 0 4-- _C C L o C o 0 U L O � I= L L o � � U N � E L m n a� CO 0 a± U) :D 0 z L U BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller (BO -5 BO -5 5-10 5-1 1 Limits of or & distribution Re i nf, Typ I units nf 20-#5 bundled, Tot 40 Extend to edge of deck and into closure pour 3/-611 3/-611 L I Bent 2 � U C N N N N N N N N N N N #7 � strrups a _'_* ---------------------- �1 Ut i I i ty 137-10 ' openings U-7 ---------------------- --- ------------- • • o 0$ •0 • rB-5 rB-5 5-105-11 n Omit upper #4 or #5 within bottom slab BENT CAP DETAIL Y4 11=1 /-0 11 ?ll—ftr, hI Incl l AH Tn+ AC) 311 Typ #14 bundled Top cap reinforcement • • • • —4" fillet Typ #11 Cont, Tot 6 #4 --- cross ties — #7, Tot 6 #11 bund I ed Bottom cap re i nforcement DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 496 1 624 02/01 /1 2 �OFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q 1114 <' ��e- Fc 0 JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet, ST TF OF CALIF P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 - Re i of may be lowered to clear prestressing ducts CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS within bottom slab BENT CAP DETAIL AT COLUMN PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST bund I ed cap -iforcement , Tot 6 cross ties #11 bundled Bottom cap reinforcement -einf may be lowered I U U I ear prestressing ducts BRIDGE NO. 54-1292 POST MILES 13.2 CHERRY AVENUE OC (REPLACE CONTRACT NO.: 08-468004 BENT DETAILS NO. 1 REVISION DATES SHEET DISREGARD PRINTS BEARING EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0T 0m 10 1 21 Column #6 flare re i of Tot 12, 6''Min, 18'' Max spac i n Bent #7 or #4 DESIGN OVERSIGHT Bent 1 '- Bent Tri i, ivi Lam, SECTION B—B no spl ices permitted I/211=1 ,_011 Column ,_oil 5 Edge of key SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) SECTION C—C I/211=1 ,_011 Column 2" Expansion joint f i I ler k3 Spiral ga I van i zed )D=1 /-3'' 4'' pitch Tot 6 ga I van i zed SECTION D-0 i/2=1 ,_oil .0 Hook spiral by an extra turn in spiral coil with a tai I o The diameter of rebar cage passing through core of pin. BY DESIGN Jared Cole DETAILS BY Andy Toledo QUANTITIES BY Tim Ful ler Level in e Sof f it UCIJ, l l l parabo I i c f I are 2,_6.. i 2,_611 FLARE DETAIL No Scale Q ff it HOOP AND TIE DETAIL 1 o No splice al lowed. CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS No Sca I e DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 497 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' JARED A. COLE - 03/29/11 171 Z nt PLANS APPROVAL DATE � No. C66188 Exp. The State of California or its officers or agents shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet. ST TF of CALlFa SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION Plywood soffit form E Sealjoint grout tight- FLARE ight Secure column adhes i v Rou hen sur ace Column 1/411 to I/211 1�—rr concrete core starter ELEVATION E 4 Expanded (B1130-113 polystyrene 13-1 Column Fxpanded BO -13 o I ystyrene 13-1 SECTION E—E Bent FLARE ISOLATION DETAILS UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST BRIDGE NO. 54-1292 POST MILES 13.2 No Sca I e NOTE: Limits of polystyrene and hardboard removal. CHERRY AVENUE OC (REPLACE CONTRACT NO.: 08-468004 BENT DETAILS NO -.2 DISREGARD PRINTS BEARING REVISION DATES SHEET EARLIER REVISION DATES01/ /11 02/01/12 7/ 0 10/ 10 22 1 /—oil Chain Link Railing Conc Barrier Type 26 (Mod) Const Jt 11II rill, 12l---, —c 00 63'-41/2" & Varies 58'-45/$11 Typ, 66'-611 C Abut 1 55'-011 @, Abut 1 , 51/-6'' Bent 2, 50'-011 @, Abut 3 "C" Line 4 Y211 39'-91/8" & Varies 30'-91/2" & Varies I Crown 21 /_1 1 %811 �-=2 1 '-011 &Varies i Typ Y411 Drip - o oz:0 o � 1 groove 6 II 1 N 5 7 �o N 611 7 a 8'-101/2'' Min and Varies = 62/-11/2'' Min and Varies (Equal spaces) (STAGE 1 ) TYPICAL SECTION 1/411=1 /-011 2/_011 Prof i I e Grade I+ a - Stage 2 2/ 2/ Const 411 F i I let Typ — Ln 311 BO -5 5-2 C.� Extend transverse bars into closure 11/2 Tod s+�rruPs; Note s (STAGE 1 ) PART TYPICAL SECTION DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Y2 =1 /_0.. BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller BO -5 (B7-1 (B8-5 CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Place norma I to C bridge and space along CL bridge Stage 1 Const #5' DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 498 624 jo/i L& '02/01/12 FESS RE IS ERED CIVIL ENGINEER DATE �o Quo IOIV4<' Fc ��� JARED A. COLE Z 03/29/11 PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents Exp. CIVIL ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. OF CAL104 TYPICAL SECTION SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 3'-1 011 Closure pour Stage 2 Const Tot 9 CLOSURE POUR DETAIL Y411=1 /-011 FALSEWORK RELEASE: Fa I sework shall be released as soon as permitted by the specifications. Closure pour shall not be placed sooner than 60 days after the fa I sework had been released. UTILITIES 1 - 12'' Water Line in 2011 casing (Fontana Water) 2 - 2-5"Conduits for future utilities 30 - 211 Loop Detector Conduit, see ''ELECTRICAL PLANS'' 4O - 3" Ramp Metering Conduit, see "ELECTRICAL PLANS" 0 - 6-5'' Conduits ( Southern California Edison) 16 - Future Utility Opening 7 - 3" NPS Supply Line 8 - 2" Sprinkler Control Conduit 9 - 2" Street Light Conduit, see "ELECTRICAL PLANS" 1 0 - 6-11/2'' Fiber Optic Conduits, see "ROAD PLANS" NOTES: 1. For "SPLICE ZONE DETAIL", see "TYPICAL SECTION STAGE 2" sheet. 2. For slab and girder flares, see "GIRDER LAYOUT STAGE 1 " sheet. 3. For girder stirrups, see "GIRDER LAYOUT STAGE 1'' sheet. PREPARED FOR THE BRIGE NO. CHERRY AVENUE OC (REPLACE) 7D STATE OF CALIFORNIA Brett Makley 54D1292 POST MILES PROJECT ENGINEER II DEPARTMENT OF TRANSPORTATION TYPICAL SECTION STAGE 1LLJ 13.2 Q UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF0 1 z 3 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES oar r>> ozro111z23 [�ofor �0 1 48 � FILE => $REQUEST "C" Line 4,-2i/211 2, -oil I 41/2� Prof i I e Grade \,+2% Crown -2% BO -5 5-2 11 yt�I y I I uCI DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 3 3'-1 0" Closure Pour ++e U u r U stirrups, Note 2 4'' F i I l et Typ (STAGE 2) DART TVDT(`AI CC(`TT(lr\l ,/2..=-I "—U -- 63/-611 57,-9i/211 58,-8i/211 1 '-0'' & Varies Typ Ln rn c9 Ln 7 @, 8'-3�/2" = 58'-01/211 (STAGE 2) TYPICAL SECTION spacing, i yp DESIGN DETAILS QUANTITIES BY Jared Cole BY Andy Toledo BY Tim Fuller -oil Her bay CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 7 Z 5-10 1`611 Chain Link Rai I ing Co 3 nc Barrier Type 736 (Mod) 9 11 4 Const Jt �4" Drip groove 6" BO -5 5-11 Abut 1 orcement %" x 12'' ys, Tot 3 spacing, I yp Place norma I to bridge and space along bridge Bottom Longitudina Re i nforcement DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 499 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' ��e- Fc JARED A. COLE - 03/29/11 171 Z PLANS APPROVAL DATE No. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet, ST TF of cAuFa��P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 UTILITIES 30 - 2'' Loop Detector Conduit, see ''ELECTRICAL PLANS'' 4O - 3'' Ramp Metering Conduit, see ''ELECTRICAL PLANS'' 7 - 3NPS Supply Line 8 - 2Sprinkler Control Conduit 9 - 2Street Light Conduit, see ''ELECTRICAL PLANS'' 1 1 - 3'' Signal Interconnect Conduit, see ''ELECTRICAL PLANS'' -r r— f" e 1. For slab and girder flares, see ''GIRDER LAYOUT STAGE 21' sheet 2. For girder stirrups, see ''GIRDER LAYOUT STAGE 2'' sheet. Bent 2 r o CI I TrF-' 7(lKlr-7 fIF-7TA TI 0 - No splices allowed No Scale Q- Service But Splices required for #8 bars Abut 3 i� w Q -69 0 II 0 W 0 w Q 0 PREPARED FOR THE BRIGE NO. CHERRY AVENUE OC (REPLACE) 7D STATE OF CALIFORNIA Brett Makley 54D1292 POST MILES PROJECT ENGINEER II DEPARTMENT OF TRANSPORTATION TYPICAL SECTION STAGE 2LLJ 13. 2 Q UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATESJAio/ SHEET OF z � 0 1 z 3 PROJECT NUMBER &PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES oar r>> ozro111z[�o 24 48 � FILE => $REQUEST Abut 1 Bent 2 B7-10 Exterior girder 1 6'-011 Flare Typ C Abut 3 16 -0 Exterior girder U-3 Note 3 I Soffit access Typ F I are Exterior girder, 1 6'-0" 1 6'-0" Exterior girder opening, Tot 4tB14-5 Edge of deck = � Girders F I are Typ Typ F I are Edge of girder IL (4) 12" - - - - - - - - - - - - ----- - ---------------- 0 , 12 20 12 M C ° D —r ' F� (n - - _ ----- 0 (D -� C _� II - O - - - - - - - -LtII II II II 1 ° I - - ° I I ° 1 g" 1 2.. N © B7-10 B7-10 3" U_3 Note 1 U -g Note 2 'B7-10 s lk U-7&Wlw� • 1130-5 or 1130-5 5-10 B7-10 B14-4 Note 5 B7-1 U-3 U-3 S-3 (STAGE 1 ) � Abut 1 PLAN - Ll � Bent 2 =1 0' 0.4 L1 = Oo 1 L1 r +1 o = M 0.1L2 o M d 00 I I N M 6Y4 9 �4 63/4 i 3" _ 3.. 3" 16,_0.. 16,-0il Sof f it Sof f it f I are f I are 1594 25@8 916 1598 30@4 30@4 1594 25@8 @1 6 30@8 40@4 50@4 (STAGE 1 ) LONGITUDINAL SECTION DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) No Scale BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller "-Edge of Closure pour O wfZcfj CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ° B7-10 12 1 g" _'t U-3 1 - - - - - - - - ' - Note 3 4 i 87_10 M U -- - - - - - - - - - - 3 ° n Note 5 -- - - - - - - - B7-10 U-8 m -� Note 2 rn Typ _� B7-10 1` - U-3 0 _ 00_ 4 Note 1 Typ I 12 18 I *__-Extend transvers Rei of into closure pour° B7-1 I See Note 4 k V-1 3" BO -5 or BO -5 5-10 5-11 C Abut 3 DIST COUNTY ROUTE POST MILES TOTAL PROJECT Apo 0 "1, Ill. TOTAL SHEETS 08 SBd N © B7-10 B7-10 3" U_3 Note 1 U -g Note 2 'B7-10 s lk U-7&Wlw� • 1130-5 or 1130-5 5-10 B7-10 B14-4 Note 5 B7-1 U-3 U-3 S-3 (STAGE 1 ) � Abut 1 PLAN - Ll � Bent 2 =1 0' 0.4 L1 = Oo 1 L1 r +1 o = M 0.1L2 o M d 00 I I N M 6Y4 9 �4 63/4 i 3" _ 3.. 3" 16,_0.. 16,-0il Sof f it Sof f it f I are f I are 1594 25@8 916 1598 30@4 30@4 1594 25@8 @1 6 30@8 40@4 50@4 (STAGE 1 ) LONGITUDINAL SECTION DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) No Scale BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller "-Edge of Closure pour O wfZcfj CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ° B7-10 12 1 g" _'t U-3 1 - - - - - - - - ' - Note 3 4 i 87_10 M U -- - - - - - - - - - - 3 ° n Note 5 -- - - - - - - - B7-10 U-8 m -� Note 2 rn Typ _� B7-10 1` - U-3 0 _ 00_ 4 Note 1 Typ I 12 18 I *__-Extend transvers Rei of into closure pour° B7-1 I See Note 4 k V-1 3" BO -5 or BO -5 5-10 5-11 C Abut 3 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 500 624 jo/i L& '02/01/12 OF RE IS ERED CIVIL ENGINEER DATE �o 1? IO'I14� POST MILES Fc /�� 01 JARED A. COLE Z 03/29/11 DEPARTMENT OF TRANSPORTATION PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents Exp. CIVIL GIRDER LAYOUT STAGE 1 shall not be responsible for the accuracy orST 1 4 TF completeness of electronic copies of this plan sheet. OF CALIFo��P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 Q T.Y. LIN INTERNATIONAL UNIT: 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 DISREGARD PRINTS BEARING "C" L i n IN NOTES: 1. 2'-4" diameter opening for water I i nes 2° 1 '- 8"W X 1'-811H opening for future utility opening 3. 2"-2" W X 1 '-6"H opening for SCE Conduits 4. Cut every other transverse baro Cut bars should be staggered between stage 1 and stage 2 construction 5. 11-2" Diameter opening for Supply lines. B14-4 LEGEND: - Indicates girder stem width ® - Indicates theoretical point of no movement for one end stressing B- Girder designation, see GIRDER DETAILS sheet 3 16 25@8 1 15@0 #6 Uor U stirrup spacing 16 25@8 15@14 Girder O- O Only BO -5 B7-1 (B8-5 NOTE: ��j �� For "PRESTRESSING NOTES", see "GIRDER DETAILS" sheet. w II 0 w 0 J 0- W PREPARED FOR THE CHERRY AVENUE OC (REPLACE) STATE OF CALIFORNIA Brett Makley 54-1292 POST MILES PROJECT ENGINEER II DEPARTMENT OF TRANSPORTATION GIRDER LAYOUT STAGE 1 W 13.2 Q UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF0 1 z 3 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES oar r>> ozro111z25 [�ofor �0 1 48 � FILE => $REQUEST Abut 1 16 /-oil N I Typ I� Bent 2 Abut 3 Extend transvers Re i of B7-1 B7-10 into closure pour. ►� Exterior girder V-1 I U-7 See Note 2 Exterior girder 1 6'-0" 0 C Line Flare are Typ �- F I are - Edge of Closure pour - - - - - - - - - - - - - - - - ' Tr 8' 12�� I - - - - - - - - - - - - -II I L _ - - - - - - - - - - - - - - - - - - - - - o - - - - - - - M - -- I C IQ W- - - - - - - - - - - - - - - - - o - n ICD CnR 0 , 00 I IIIIII o - - - - - - - - - - - - - - ° 0 ° T�E �- - - ° - - - - - - - - - - - - - - - - - - - ° 12 20�� --' -- 20 12 O II girder 6 0 II 1 6 0 Exterior girder rderSoffit access Exterior 1 IFlare Typ Typ Flare Edge of deckB-10 ope, Edge of girder -3 3 ' 3 II "1"! 311 Note 1 (BO-5or BO -5 5-10 5-11 C Abut 1 +1 0 CV } Z0rol DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 1501LI AI (STAGE 2) 1 "=1 0' Z Bent 2 SUCd4 1 SLti (STAGE 2) LONGITUDINAL SECTION No Scale BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS E2r 1 g" ° I ° I I — - - - - - - - - - - - -°--� - I ° BO -5 or BO -5 5-10 5-11 4, -oil - �- 3,-011 Typ ' TyP ° , 12 18 0 , I� O I 3" CL Abut 3 –_1 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 501 624 jo/i L& '02/01/12 OF RE IS ERED CIVIL ENGINEER DATE �o QUO IOIV4<' POST MILES JARED A. COLE Z 03/29/11 DEPARTMENT OF TRANSPORTATION PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents Exp. CIVIL GIRDER LAYOUT STAGE 2 shall not be responsible for the accuracy or ST P q TF 1 completeness of electronic copies of this plan sheet. OF CALZFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 Q T.Y. LIN INTERNATIONAL UNIT: 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 DISREGARD PRINTS BEARING NOTES 614-4 1° 1'-2" D i ameter open I ng for supply line. 2° Cut every other transverse baro Cut bars should be staggered between stage 1 and stage 2 construction. Girders Qu - Note 1 k( 3 LEGEND: - Indicates girder stem width ® - Indicates theoretical point of no movement for one end stressing V Girder des i gnat i on, see GIRDER DETAILS sheet #6 ff or 11 stirrup spacing L1 b 25CC, b 1 5CC, 4 Girder OOnly BO -5 (B7-1 (B8-5 NOTE: For "PRESTRESSING NOTES'',see "GIRDER DETAILS" sheet PREPARED FOR THE BRIGE NO. CHERRY AVENUE OC (REPLACE) 7D STATE OF CALIFORNIA Brett Makley 54D1292 POST MILES PROJECT ENGINEER II DEPARTMENT OF TRANSPORTATION GIRDER LAYOUT STAGE 2 W 13.2 Q UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATESJAiq/ SHEET OF z 0 1 z 3 PROJECT NUMBER &PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES oar r>> ozro111z[�o 26 48 � FILE => $REQUEST CL Abut 6 #9 Cor Note 4 (B8-5 #5 Tot Ea side Utility openings B7-10 6 #9 Cont Note 3 7,-6" END DIAPHRAGM Y4 =1 -0.. 1° Place paraIIeI to C girders and space normal to CL girders 2. Only Service butt splice is allowed for #9 bars 3. Extend to edge of exterior girder 4. Extend to edge of deck ° O 5° Place paraIIeI to C girders and space along C abutment #5 2-1 �/2 key, DESIGN OVERSIGHT "C" Line A A r -4- k A -I 1 � i I. e, i i �— p o u r END DIAPHRAGM CLOSURE POUR SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Profile Line I Prof i le Line Camber Line O ° Structural Profile Line Camber Line N N O O O O 0) _ ° 0 O - Structural c9 0 0 0 O 0 ° O N 0 O ° O O O� 0 0 O Retaining Wa I I ( 3600 psi 28 days) ° O C ° O N N N N N I� � C C C + C a C a C a 4- a cn cn Cn co Cn Cn Cn Q + C C C 0 Q cn V) C/� STAGE 1 (GIRDER L I NE rA - rA ) I Prof i le Line Camber Line O ° Structural Profile Line Bridge ( 3600 psi 28 days) N N O ° O - Structural 0 0 0 N 0 I Prof i le Line Camber Line O ° 0 0 O O O 0 0 o ° o O O 0 0 N Profile Line Camber Line Ln o N N Ln ° ° o o o o O o 0 0 0 0 0 O 0il 0 if o N Structural Profile Line Bridge ( 3600 psi 28 days) N N N M ® - Structural Camber Line N N 0 N 0 0 O 0 O� 0 0 O Retaining Wa I I ( 3600 psi 28 days) O C ° O O ° O ° O ° 0 O C C ° O C C C N N N N N M 0 C C C + C C C 0 Q cn V) C/� m cn Cn cn a o a a a _0 rn c� a STAGE 2 (GIRDER LINE Qr- © ) 0 0 O O O 0 0 o ° o O O 0 0 N Profile Line Camber Line Ln o N N Ln ° ° o o o o O o 0 0 0 0 0 O 0il 0 if o N STAGE 1 (GIRDER LINE B - �B ) STAGE 2 CAMBER DIAGRAM _`z i_� _-Z ro (GIRDER\ LINE OO - OO ) No Scale ( Does not include aIIowance for fa I sework settlement) 1° Camber varies linearly between girder lines 2. For Girder line designation, see "GIRDER LAYOUT STAGE 1 " and "GIRDER LAYOUT STAGE 2" sheets. Abut 1 Type 5 RW Abut 3 Type 5 RW '-4" la 1- ilif #5 6, -oil 9 TyP -5 pairs at each face ( Tot 10 pairs) CONCRETE STRENGTH AND TYPE LIMITS BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller No Sca I e - Structural N Bridge ( 3600 psi 28 days) N N N M ® - Structural Concrete, N N N N 11 ) - Structural C Retaining Wa I I ( 3600 psi 28 days) + C C C: 4- C C + C C C C 0 0 0 D Q 0 0 C 0 0 0 o a a a _0 a a a o a a 0- Cn Cn Cn m cn cn (n Q Q U) V m Un cn cn Q STAGE 1 (GIRDER LINE B - �B ) STAGE 2 CAMBER DIAGRAM _`z i_� _-Z ro (GIRDER\ LINE OO - OO ) No Scale ( Does not include aIIowance for fa I sework settlement) 1° Camber varies linearly between girder lines 2. For Girder line designation, see "GIRDER LAYOUT STAGE 1 " and "GIRDER LAYOUT STAGE 2" sheets. Abut 1 Type 5 RW Abut 3 Type 5 RW '-4" la 1- ilif #5 6, -oil 9 TyP -5 pairs at each face ( Tot 10 pairs) CONCRETE STRENGTH AND TYPE LIMITS BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller No Sca I e - CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 502 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q N4<' ��e- Fc 0 JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet. ST TF OF CALZFO��P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 PRESTRESSING NOTES 270 ks i Low Relaxation Strand Stage 1: P j ack = 1 4, 080 kips total (2,376 kips Girder A -A, 119704 kips total elsewhere) Stage 2 P j ack = 1 4, 080 kips total (2,376 kips G Girder D- D, 1 1, 704 k i ps tota I e I sewhere ) Anchor set = % inch at each Stage Total Number of Girders = 8 at each Stage Distribution of prestress force (Pj ack) between girders shall not exceed the ratio of 3:2. Maximum final force variation between girders of each stage shall not exceed 725 kips ° Final force variation shall distribute the greater force to the exterior girders. Concrete at each Stage: f'c = 5000 psi @, 28 days f'c i = 5000 psi Q time of stressing Contractor shall submit elongation calculations based on initial stress at Stage 1: X❑ = 0.896 times jacking stress Stage 2 X❑ = 0.899 times jacking stress One -end stressing shall be performed from Abutment 3 end at each Stage. w Q -69 0 0 Li 0 w w Q 0 o- BRIDGE NO. w 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES I 13°2 GIRDER DETAILS w Q REVISION DATES SHEET OF z DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 27 4$ � Structural Concrete, Bridge ( 3600 psi 28 days) ® - Structural Concrete, Bridge ( 5000 psi 28 days) ® - Structural Concrete, Bridge Footing ( 3600 psi 9 28 days) - Structural Concrete, Approach Slab ( 3600 psi 28 days) ® - Structural Concrete, Retaining Wa I I ( 3600 psi 28 days) CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 502 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q N4<' ��e- Fc 0 JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet. ST TF OF CALZFO��P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 PRESTRESSING NOTES 270 ks i Low Relaxation Strand Stage 1: P j ack = 1 4, 080 kips total (2,376 kips Girder A -A, 119704 kips total elsewhere) Stage 2 P j ack = 1 4, 080 kips total (2,376 kips G Girder D- D, 1 1, 704 k i ps tota I e I sewhere ) Anchor set = % inch at each Stage Total Number of Girders = 8 at each Stage Distribution of prestress force (Pj ack) between girders shall not exceed the ratio of 3:2. Maximum final force variation between girders of each stage shall not exceed 725 kips ° Final force variation shall distribute the greater force to the exterior girders. Concrete at each Stage: f'c = 5000 psi @, 28 days f'c i = 5000 psi Q time of stressing Contractor shall submit elongation calculations based on initial stress at Stage 1: X❑ = 0.896 times jacking stress Stage 2 X❑ = 0.899 times jacking stress One -end stressing shall be performed from Abutment 3 end at each Stage. w Q -69 0 0 Li 0 w w Q 0 o- BRIDGE NO. w 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES I 13°2 GIRDER DETAILS w Q REVISION DATES SHEET OF z DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 27 4$ � See Note A See Note B Finished arade Deta i I "A" Geocompos i to Drain Detai I "B" WALL SECTION Backface of Retaining Wall 4" 0 drain 3" Uns lotted Plastic Pipe SECTION A -A ter.%1ff111iUqQE Cap -typo See Note B 3" S I otted Plastic Pipe. See Note B Tee Connection 450 Typ 3( me F i I wrap around DETAIL "A" A o 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls). For wa I I s adjacent to s i dewa I ks or curbs, prov i de 4" cast iron or asbestos cement pipe under the sidewalk to discharge through curb face. Exposed wa I I drains shall be located 3"± above finished grade B. Geocompos i to drain, cement treated permeable base, and 3" 0 s I otted plastic pipe continuous behind retaining, wa I I. Cap ends of pipe. Provide "Tee" connection at each 4 0 drain. C. Connect the low end of plastic pipe to the main outlet pipe as applicable. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 10 mil Polyethylene sheet A Bond 6" to wa I 1 Cut hole for 3" pipe WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale DESIGN DETAILS QUANTITIES BY Brett Mak I ey BY Andy Toledo BY Tim Fuller ki a O LeveI or sIoped toward waII D � - Cement Treated 1 '-0" Permeable Base Bond to Geocompos i to .� A Drain E ro DETAIL "B" CHECKED Stephane DuIor CHECKED Brett Mak I ey CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS U U PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST Chc Rai 29 � DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 503 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' /�� Fc 0 JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 X The State of California or its officers or agents Exp. 4. shall not be responsible for the accuracy or Sq CIVIL 1 completeness of electronic copies of this plan sheet. T TF OF CALW) P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 )t 3 SECTION AT LIGHTING STANDARD V2 =1 -0.. 44- A SECTION B -B Edge of Deck BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 MISCELLANEOUS DETAILS DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 1 7/ 0 10/ 10 2$ 1 48 w II 0 W 0 J !Z w w Q -69 0 II 0 W 0 J w Q 0 n, w V) I I W Q FILE => $REQUEST w 0 W O J a - w w V) I w Q DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 504 624 jo/i 6& 02/01/12 Parabo I i c FESS RE IS ERED CIVIL ENGINEER DATE 0 Quo IO�gC 4 /_ 5/411 Abut 1 Pier 2 Abut 3 �; �`� 3,_ 1 3 11 03/29/1 1 JARED A. COLE Z /8 16/-211 48/-6%11 5 I I 54 - 4 /g 32/-311 /_ 3 1 1_ 3 I I/-03/811 4 9 9 /$ 4 2 3 /4 k W NO. C66188 m PLANS APPROVAL DATE 50 '-01 11 /4 55'-1 11 /4 The State of California or its officers or agents �xsExp*CIVIL T�oF , Chain link railing g shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet, CALIF o��P * �K 1 6 -1 1 1/811 20,_43 II /4 _ 7 11' 18/ 1 0 /8 Parabolic Curve PI �_ 3 �� * 28 1 1 /$ I * SANBAG 0 _ Parabolic A o = Top of Deck o* Parabo I i c _* 1170 W 3RD STREET .' A o Curve P I `1 M A SAN BERNARDINO, CA 92410 r� ��° -- -- --- �� ,N r� _ �, * Curve PI N I * T.Y. LIN INTERNATIONAL �K �0 3550 VINE STREET, SUITE 120 --- 1 ° o RIVERSIDE, CA 92507 B 1 5.25,I - --- -------- ----- - ---- ----- ---------------------- - - ---- FG -_____- ----- = -- ----- -- C =� I = 0* _� _ i ��* 'o* FG --- * i�� Co M �* 1 i B �* Parabolic * Curve PI C',� _____ _ LEGEND 34-71/411 ' ' I 34'-6/$11 14,_1711 26,_011 28'-31/211 1/" 44-3Y211 CV 44' 19'-71/2' 13'-81/811/8 Ln I ' o -Denotes layout lines. I ; ParaboI 1c ParaboI is I I , I 1 1 -------------------------------------- --------------- -----L-L-----� �____ ; ---' ' �"-----1 Parallel to Top of Deck/Roadway L -------- _ --------- Measured from Top of Deck L, r----------J _ ------r -----1 e Note: Al l horizontal dimensions measured a I ong Edge of Deck MIRRORED ELEVATION - WEST SIDE (DEVELOPED) Not to Scale I� Abut 1 Pier 2 Abut 3 ' r ' Parabol is 8'-1 01 11 /4 4 �- 51/411 1 6 _0%11_ 48/-3%11 II 54 -3/2 32/-11/811 /-9%11 �_ 5 II 57 47 1 1 /8 1 *77'-2/411 50,_111 58/_61/411 , 18 -65/8 I 28'-101/211 Chain link railing Parabol is * Curve PIo Parabol is I A * To of Deck 21 '-01/8" p Parabolic 21 '-07/811 o A oo * ,I Curve PI N = * Curve PI * * A _� r� ------ 00 N --- _ o = LC) 170 2 1N 1 7I M M `I M - ---- ------------ I� B- ----- ------------ -------------- ------ - ---- ----- -- - - ---------------________ B A --- -LD �� _* 150250 \rte L__ = F G Ln I� o* --- - ` '1 = 1 _ o --- --------- =_--- Parabol ic ' I OI 1 ___ ---- ---_- - - - -------o -- _ 1 * *Q0B Curve PI r C �' i� FG o( M --------------- --------------- M , .j '- �I CV * /_ * �K �K-----------J /_ -- 11 --- * 21 91/2" 50'- 91/8" * 1 8'- 01/8" 54'- 31/211 4 4'- 31/211 4 4'- 9 211 * 4 4 91/211 1 2 51/411 I ------------JI 55 - 9 I 1 I I'-------------I I 1 I1 A A ------------------------ ----------- ----------- --------- -------------------------------------------- I -----------JI ---LJ Top o roadway r---1-�----------------- - LJ r------- ------- I I I I Parabol is LIN Parabol is Para I I e I to Top of Deck/Roadway Measured from Top of Deck ELEVATION - EAST SIDE (DEVELOPED) Note: Al l horizontal dimensions measured along g Ed e of Deck Not to Scale DESIGN BY Noel shamble CHECKEDPREPAREDDulor PREPARED FOR THE CHECKED Brett Makley Brett Mak I ey STATE OF C ENGINEER BRIDGE NO. CHERRY AVENUE OC (REPLACE) 54-1292 DESIGN OVERSIGHT DETAILS BY Andy Toledo POST MILES CHE Andy Toledo DEPARTMENT OF TRANSPORTATION BARRIER G E O M E T R Y QUANTITIES BY Tim Fuller 13.2 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET f OF 01/ 1111 02/01/12 [Y�o 10/ 10 29 1 48 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES so FILE => $REQUEST w 0 W O J a - w w V) I w Q Deta i I H I '1 I , I , I , I , I , I , I , I , I , I , I , I , -�s-----J Abut 1 Limits of payment for Conic Barrier Type 736 (Mod) -----' Bent 2 ELEVATION - EAST SIDE (DEVELOPED) Edge of deck 611 1 '-Oil Typ Typ Barrier Reinf #5 Cont Typ 9 a I I locations locations #5 -/ Y4" drip groove, Typ SECTION B -B 1/2 =1 ,_0.. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 4 II Typ Chain Link Rai I ing #5 #6 Tot 2 —Note 3 1/-811 #5 0 L #6 Tot 7 1 '=20'-0" C C\I SECTION C -C i�2=1 ,_0.. 3 fl BY DESIGN Jared Cole DETAILS BY Andy Toledo QUANTITIES BY Tim Fuller JI JI ------JI ------J --JI Abut 3 NOTES: 1 o For "DETAIL G" and "DETAIL H", see "BARRIER DETAILS NO. 2" 2. For details not shown, see 61 1-56 3. Permissible construction joint with roughened concrete surface LEGEND 0 ©© - Denotes layout lines, see "BARRIER GEOMETRY" sheet 12 SECTION D -D 11 .. i�2=1 ,_0 CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Chain Link Rai I inc #5 Tot 10 #5 48 ._� #5 916 O U SZ I - � CV I N #5 Cont L U DIST COUNTY I ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS A) 08 SBd 10 12.3/14.1 505 1 624 #5 12 #6 Tot 2 Note 3 1`811 #5 12 O o is l 0 --- --- I 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq� ��eFc JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE � No. C66188 Exp. The State of California or its officers or agents shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet. ST TF OF CALZFO�� P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 0 I # 5 12 RIVERSIDE, CA 92507 #5 � 12 .o L �P #6 Tot 7 • 3 - 1 �1211x71/4'' keys, Typ T car .Yp #5__J,'Q12 SECTION A -A 1/211=1,_oil SECTION E -E 11 .. i�2=1 ,_0 PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST 2 1 , TyP CORNER DETAIL SECTION F -F Y211=1 /-Oil 2 yP -.ted )t 5 5 12 2 i� BRIDGE NO. CHERRY AVENUE OC (REPLACE) o' w 54-1292 POST MILES BARRIER DETAILS NO. 1 I W 13.2 Q DISREGARD PRINTS BEARING REVISION DATEAl SHEET OF z � CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 01/ /11 02/01/12 7/ 0 3048 � Limits of payment for Conc Barrier Type 26 (Mod) Il ---------------------------- ---------------- ------------ _= i l I 1 C I 1 I I I I I B I I I I I I 1 II -------------------------- Abut 1 Bent 2 MIRRORED ELEVATION - WEST SIDE (DEVELOPED). 1 / =201-011 8/-o" Concrete barrier Type 26 (Mod) --. 4 /-o" C U) 3 �� #5 1drl I I and o u bond dowel @, 16 \rr) Co O #4,-" % drI I I and bond dowel @, 16 0 #4 �� % 16 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 00 000000 1'-0" 3/-o" Typ Chain Link Railing # 5(� d,, 9 12 —nA #5 Cont Tot 10 j #6 Tot 2 I #5 @, 12 I o I Note 5 N #5 @ 8 _ I #5 12 B #5 16 2 /-oil #5 9 16 #5 a 8 2'-011 Min Typ all locations SECTION I -I ' /211=1 /-0" / #6 Tot 7 #5 cP, 912 C1 4 II Typ rF %41' Drip groove #5 ,ib W 2 I I ' I C I I 1 ' L ----LXX Abut 3 1 . For deta I Is not shown refer to ''BARRIER DETAILS NO. 111 sheet 2. Line O Intersects the face of the abutment at the soffit level 3. ''DETAIL G11 applies to abutment 3. ''DETAIL H11 applies to abutment 1 4. For deta I Is not shown, see (B11-54� 5. Permissible construction joint with roughened concrete surface LEGEND 0 30°,- Typ 12.50 Soff It DCz-/' � # 5 __/ Denotes layout I i nes, see Chain Link ''BARRIER GEOMETRY1' sheet Rai I i ng #5 n @, 12 A #5 Cont Tot 10 1 /-oil #5 12 L #5 �,-�� 2'-o" o � #5 � Min Note 5 M qS O O 000000 O OC n BY DESIGN Jared Cole BY DETAILS Andy Toledo QUANTITIES BY Tim Fuller #5 8 �, SE a o #5 .0 SECTION J -J ,211=1 /-o" CHECKED Stephane DuIor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS I 10'-4119 Ty E DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 506 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q /Vq<' ��eFc 0 JARED A. COLE Z 03/29/11 PLANS APPROVAL DATE � No. C66188 The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet, ST TF OF CALZFO�� P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 II Note 2 #5 \ II II II 11 Face of Abutment DETAIL G ,211=1 /-o" 9'-011 (Min) west side 23'-011 (Min) east side DETAIL H i�2"=1 /-0" Note: For reinforcement, see 1'DETAIL G PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST w n 0 w 0 w w BRIDGE NO. CHERRY AVENUE OC (REPLACE) o' w 54-1292 POST MILES BARRIER DETAILS NO. 2 13.2 � Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z � CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 31 48 � See Note 1 08"-71/d" Fast Side (Measured a I ona edge of deck) Note: East side shown, West side similar nFTATI 4"=1 ._U. NOTES: 1. For "DETAIL B", see "BARRIER DETAILS NO. 4" sheet 2. For Chain Link Fence Details, see "CHAIN LINK RAILING DETAILS" sheet 3. For "SECTION N -N" see, "BARRIER DETAILS NO. 4" sheet. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) IJPPFR RARRTFR FI FVATTON SFC.TTON DESIGN DETAILS QUANTITIES -1 Y2 = -1 - U xpansion Jt yp #7 Tot 6 #8 Tot 4 #9X5'-0" Galvanized Dowel — at slip joint. Grease dowel and wrap with 3 layers of 15 pound building paper SFC:TTON #8, Terminate with hook at expansion joint SI in ,Inint 20° Typ �'4..=_l _—U.. FmhP(­lmPnt /211 Expanded Polystyrene EXPANSION JOINT DETAIL 1 11=1 /-o11 BYCHECKED ina Lopez -Toro cHEStephane DuIor PREPARED FOR THE BY CHECKED p STATE OF CALIFORNIA Andy Toledo Carolina Lopez -Toro BY CHECKED DEPARTMENT OF TRANSPORTATION Tim Fuller Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 Brett Mak I ey PROJECT ENGINEER UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DISTI COUNTY I ROUTE SICERED CIVIL ENGINEER ll7 /701 /1 1 POST MILES TOTAL PROJECT 1203/1401 SHEET TOTAL No SHEETS 507 624 02/01/12 - O Q�pFESSION DATE 4<' JARED A. COLE - Z No. C66188 M I L -M141.) M1- I- 1\V V ML_ LiM I G The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet. ST TF P of CALiFp�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Cp. � 8 Polystyrene -e i nforcement, see -MENT DETAILS NO. 1 " sheet I/211=1 /_ 011 Note: Barrier sha I I be placed LEGEND after fa I sework release. Barrier concrete on superstructure shall have a minimum compressive strength f'c = 4000psi 9 28 days 0©© - Denotes I ayout lines, see "BARRIER GEOMETRY" sheet BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 BARRIER DETAILS NO. 3 REVI DISREGARD PRINTS BEARING SION DATES I SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 1111110- 01/ /11 02/01/12 7/ 0 10/ 10 32 1 48 i� w Q -69 0 II 0 W 0 w Q 0 n, w V) I I W Q #4 F,\ @ h #4 F,\ #4 F,\ @ h POST TYPICAL SECTION Y4 =1 ,_0.. -21 iii DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) V DETAIL B i/2_1 _0 (Abutment 1 shown, Bent 2 and Abutment 3 s i m i I ar) DESIGN DETAILS QUANTITIES 1/4'0 Round Head machine screw with F3 /16 1 /2x 1 �/2 washer, plain washer, lock washer and hex nut @, 1 '-6" max %" 0 Expansion bolts, Typ---,,, Post 1'' Chamfer, Typ , —#6 Tot 5 #8x6/-3'' Tot 4w L (2 Bundle) per post > 5/8" 0 Expans i on bo I ts, Typ Chain Link Fabric, Typ _ I _ L 4x3x'/4, Typ --' #71 7 Tot 5 #71 #4 11 Tot 6 per post BY Carolina Lopez -Toro BY Andy Toledo BY Tim Fuller gP'rTTONI 1 /2 —1 -v 1 '- 3" and Varies from V-3" 3" to 0" along 5'-0" transition #5x6'-0" centered at post #8 Bundle 1 '- 8" #6 Tot 5 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 508 1 624 '02/01/12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' JARED A. COLE - 03/29/11 Z PLANS APPROVAL DATE No. C66188 The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet, ST TF OF CALIVO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL NOTES: 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 1 o For other barrier reinforcement not shown, see ''RETAINING WALL LAYOUT NO. 1 ", "RETAINING WALL LAYOUT NO. 2, ''BARRIER DETAILS NO. 1 ", "BARRIER DETAILS NO. 2 11 5 & "BARRIER DETAILS NO. 3" sheets. 20 For "DETAIL B" location, see "BARRIER DETAILS NO. 3" sheet LEGEND 0©© - Denotes layout I i nes, see "BARRIER GEOMETRY" sheet SECTION L—L 1 _,-_o SECTION N—N CHECKEDPREPAREDDulor PREPARED FOR THE p STATE OF CALIFORNIA Brett Makley CHECKED Caro I i na Lopez- PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Andy Toledo ORIGINAL SCALE IN INCHES I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST #7 #5 #6, Tot 7 CPI @, 8 BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 BARRIER DETAILS NO. 4 DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 1 ovw 10 33 48 n, w V) I I w Q z o' 45'-0" (West Side) 40'-8" (East Side) Limits of Payment for Chain Link Railing 97'-71/4"(East Side) 95'-11/2" (West Side) c� Limits of Payment for Chain Link Railing CV 00 Deta i I Crr _ A --- ------------------ ----- --------------4- -------- ------- ' i - i ------ - Detai I D Detai I A ��I I `� I 1 � I i 1 � � 1 I I � I � ' 1 --------------- I ----------- I ' I ' ----------' 5"0 x 9 post PC #4x1 '-6" T( 0 Bolt witr threaded i nser DESIGN OVERSIGHT Abut 1 SECTION A -A "=1,-o�l ,/2 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Tot 2 Sin Link Post 3x3xl/4) "BASE PLATE DE - #4x1 '-6" T I�1 197'-21/2" (East Side) 184-4" (West Side) Limits of Payment for Chain Link Railing 9'-21/4"(East Side) 8'-9�/2"(West Side) B(Measured at Midpoint) 8/-0" Max, I I ' I I ' I I ' Bent 2 ELEVATION SECTION B -B %2'.=1 /-oil No Sca I e Link Post x3x'/4), Typ Tot 2 9.. pocket C Conc Post 4x3xl/4, Typ Chain Link Fabric 5/6"0 ga I van i zE cable %" 0 Eye Bolts, Note i—d Sta 33+15.06 "C" Line a) -° o 62.5' Lt (West Side w Sta 33+38.58 "C" Line C Chain Link Railing 63' Rt (East Side) U) U) post, Typ (HSS 3x3xl/4) LU � POST MILES Post CHAIN LINK RAILING 200 Typ Deta i I at Top of B Barrier -_ ' Ln I , Ln -- ------------------J �I i 1 ' G � 1 I I � II i _ ---------------------------------------------------; r -------- r _ _ _ _ _ i _ _ _ 4 I I L------ - -J Abut 3 DETAIL B 1 =1-0 C Po; DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 509 1 624 02/01 /12 RE IS ERED CIVIL ENGINEER DATEQ�OFESSION�C JARED A. COLE Z 03/29/11 No. C66188rn PLANS APPROVAL DATE The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4>1 CIVIL/41 tiP completeness of electronic copies of this plan sheet. of CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 �/2x7llx7l' Chain Link Fabric galvanized ib I e, Note 5 1 " 5" Typ Typ O To i 316 O C Post O1 M a ' 3 i/211 C Post BASE PLATE DETAIL 211_1 /_011 „7„1 i Top Rail) DESIGN BYJared CoIe DETAILS BY Andy Toledo QUANTITIES BY T I fll Fuller CHECKED Stephane Dulor CHECKED Jared Cole CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DETAIL D DETAIL A i 1 "=1 ,-0" Eyebolt, Typ 1/4" 0 Round head Machine screw, Typ DETAIL C Y16"O galvanized cable NOTES: 1 "=1 '-o" 1. Railing assembly except Chain Link fabric to be galvanized after fabrication. 2. Place fabrics parallel to posts. Conc Post 3. Provide thimbles at all cable loops. 4. Expansion Joint same dimensions as expansion joints in deck or wa I I. Increase slotted hoIe length and splice bar length accordingly. 5. Thread 5/,6"O galvanized cable through % eye bo I ts, embed 4' into top of Concrete Barrier. 6. For details not shown, see B1 1-52 7. For "SECTION K -K", see "BARRIER DETAILS NO. 4" sheet PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 O 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> `BREQUEST w 0 11 0 W 0 w Q 0 BRIDGE NO. CHERRY AVENUE OC (REPLACE) w 54-1292 POST MILES CHAIN LINK RAILING DETAILS w 13.2 Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z � CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 01/ /11 02/01/12 7/ 0 10/ 10 34 48 Cl) Top of Retaining wall690E (Typ) Match Groove Lines to wa I I I "serf i on Point I E I ev 1024.91 T.- . -P A hi i4- 140 /_911 - 140/-9" (Measured along abutment wa I I front face) Limits of payment for Architectural Treatment (Type A) and Prepare and Stain Concrete Const Jt for Abut stem and fnrn+inn "C" Line Fluted Fin TPu+IIrP Tvn qA 100.- 41 Top of Reta i n i ng wa 11 690W (Typ) AInTC Type 60D9 see ''ROAD PLANS'' 1. For ''ABUTMENT 1 MOTIF ELEVATION'', see ''ARCHITECTURAL DETAILS NO. 2and ''ARCHITECTURAL DETAILS NO. 3" sheets. LEGEND - Indicates 3'' raised relief DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ABUTMENT 1 ARCHITECTURAL TREATMENT LIMITS i�8=1 /_0.. C Fluted Fin valley SAMPLE FLUTED FIN TEXTURE ELEVATION 311 = 1 /-oil (� Fluted 1 i�2", Typ Z: Fin va I ley 4 if Abut wall front face 1 �/29 Typ SECTION B -B DESIGN DETAILS QUANTITIES 3" = 1 /-0" BY Noel Shamble BY Y i hong Wang BY Tim Fuller Abut Reinf CHECKED Stephane DuIor CHECKED Brett Mickley CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Insertion Point 2 Elev 1038081 Match Gro( L i nes to % Abut wal front f ac DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 51 0 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq� ��e- Fc JARED A. COLE Z 03/29/11 PLANS APPROVAL DATE � No. C66188 x The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 TCIVIL 1 completeness of electronic copies of this plan sheet, ST F OF CALZFO�� P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Top of — Abut Seat DETAIL A 1 11=1 /_Oil PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST F J BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ARCHITECTURAL DETAILS NO. 1 OF DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 1 ovw 10 1 35 48 w I I 0 W 0 J a - w n, w V) I I W Q Top of Abut Seat, Typ "C" Line 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 3 /-oil, Typ ;F I I I I I I I I I I I I I I I I I I I I I I I Grid Spacing I I I I I I I I I I I I I I I I I I I I a C I I I I I I I I I I I I I I I I I I I I I I I �• U Top of Retaining wall I I I I I I I I I I I I I I I I I I 1 o I I I I I I I I I I I I I I I I I I I I I I I Q (Typ) I I I I I I I I I I I I I I I I I I I I I I I = O I I I I I I I I I I I I I I I I I I I I I I M L I I I I I I I I I I I I I I I I I I I I I I I I I ------------------r------------------------------------------------------------------------4-------4-------I------4----------+------1­ --------------1- -------1- ------- - - - --- ---- ---- -- A ------------------- -- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I + + I I I I I I I + I + I I + I I + I + I + I + I I -rTT71--rTT7 1--I-rr3-\ + I I+ I I I I I I I I I I I I I I I I I + I+ I I I I I I I I I I I I I I I I I + I I I I I I I I + I I I I + I + I+ I I I I+ I I+ I+ I I I � I I I I I I I I I I I I I I I I I I I I + I I I I I I I I I I I I I I I+ I + I I I I I I I I I I I I I C ----------+-------------------i-----F-----------I------I------ - -- -- 1-----�--- --f------------------;-------i------ - ------I--- --- I ------I----- ------- I I I I I + I I I I I I I I I I+ I I I I I + I I I I I I +I I +I I I I I +I I I + I I I I I I I I + I I I+ I I - r- + �� �� \� I I+ I I I I I I I I I I I I I I I I I + L ti--�`_-} -_ I I I I I I I I I I I D I � 1--1 +_/ --�----�_-\ --�--------t -----t------------r-----r-----r------I------I--- --- -- -- ---y-----rt-----rt------ t ------ t ----- fi------ ------ - --- I------I-------I ---- ------- I + I I I I I I I I I I I I I I I yam/ I I I I I I I I I+ I I I I I I I V� + + I I I I + I I + I I I I I + I 1 I +1 I I X I I I I I I +I I I I I I I I I + I I I I + I I I + I I I I I I I I I I I I I I + I + I I I I I I I I I I r +--------r—_==�---r--�------T----- t------r-----r-----r----—r-------------- ----- -- ---- �------rt-----rt-----T------t------r------r-----r— ---- --- ----i------i-- --------- t _- -�- + I I I I I I I I I I I I I I I -1- \+ I I I I I I I I + I I I + I I I I I I I I I I I I I+ I+ I I I I I I I I + I I I I I I I I I I I I I I I + I + I I I I I I + I I I I I I I I I I I I I I I+ I I I I I I I I I F + I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I + \ + I I I I I 1 I 1+ 1 I + I I + I I I + I I I + I I I �1 + �� \� I I I I+ I I+ I I I I I I I I I I I + I 1+ IV + I I I I I I I I I I I I I I I I I I I V---------- 1--�; - I I I I I I I I I 1 --- --T T-----r------r-- ---r-----------I---- --- -- -- --J 7 7 T T r > r-- ------ --- --1 --- --1----- ------- G _ 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 + `� + + I I I I I I I I + I I I I I I I I I I I I I I I + I I I I I I + I I I + I I I I I I I I I + I I I I I I I I I I I + I I + I H I I +I I +I I I I I I I I I ---------_ --- -- --- -- T - - - - -- - -- -- -� -- ---�------� - ----I-- --- ------ I I I I I I I I -- --- ----- ----1 - - ____-1 I+ I I I I I I I I + I I I I+ I I I I + I I I I I + I I + I I I I I I I I I I I I Match Groove + I I I I + I I I I I I I I + I Lines to wall + +' + � � I I +I I I I I I I+ I I I I I I I -------------- `__-- + I I I + I I+ I I I I I I I I I + I -I----- -I --- --------------- + 1----- ------- I ------ ----- ----- - ----- --- ----- ----- -- -- ---------------------------- ----- ----------- ----------- _1______ ___ + _-__ I I + I I I I I I I I+ ___-- + I +I I I I I I I I + I I I I I I I I I I I I I I + I I I I I I I + I I I I + + I I 1+ I+ I I 1 1 I + I + I I I I I + I I I I + I I I + �I\ - T + + I I I I I I I I I I I+ --rl`-L�-_---------_-�_ ---- - ----- ---- -�-- ---- 1-- -- -1- + ---1- ----1 ---------- ----------- ------ ---------------------------- 1------- ------1 -- - -1----- ------ 1 i r, i �rT,=l_= -- �\- + + I + I I + + I + I I I+ I I I + I I I I + I I I + + I + - �+ 1 1 I 1 1 1 I 1 1 1 i 1 �rT?, + 1+ + I I + I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -----------------------------1------1------L------L------L------1------1-------1-------1------J------J------1------1------1------1------L------L------L------1------1-------1-------1------------ K ____________ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------------------------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Insertion Point 1 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ABUTMENT 1 MOTIF ELEVATION 1A11_1 /-011 BY DESIGN Noel Sh(imb I e DETAILS BY Y i hong Wang QUANTITIES BY T i m Fuller CHECKED Stephane Dulor CHECKED Brett Makley CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett Mak I ey PROJECT ENGINEER UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST LEGEND 1 n KIOTP@_ Top of footing DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 511 1 624 02/01 /12 RE IS ERED CIVIL ENGINEER DATE Q�OFESSION�C JARED A. COLE 03/29/11 rn z PLANS APPROVAL DATE No. C66188 The State of California or its officers or agents 41 Exp. CIVIL shall not be responsible for the accuracy or s�q tiP completeness of electronic copies of this plan sheet. OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 - Indicates Vertical Grid Line - Indicates Horizontal Grid Line - Indicates 3" raised relief 1. Concrete Barrier Type 60D and FG not shown on elevation view for clarity. BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ARCHITECTURAL DETAILS NO. 2 REVI DISREGARD PRINTS BEARING SION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 1 10/ 10 36 48 i� n, w V) I I w Q LEGEND 1 W N DESIGN OVERSIGHT T C------- D------- E------- Top of Abut 11C" Line Seat, TyP 22 231 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 , O - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3 9 Typ I I I I I I I I I I I I I I I I I I I I I I I I I I I I Grid Spacing I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Top of I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --r----- r - - - - - -r-----r------1-------1------1--- I I I Retaining wall I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 1 1 1 II I I I I I I I I I ` 1 �Typ) I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - ---I-- - - - -I------I------7----- I I I I I I --- - - -I-- ---7---- -7------ - - - - - -rt- - - -- -+ --t--- --r--- --r- --r -- -------------4-------4------ - - - - -------- - 4 --- - - - -+-----4----------------------------I-------I-------I-------4-------4-------4------ 11-I- l I I I --------------+------4------- ------ - - - - -- - ----- -- -- I I I I+ ITS 11 I I I I I I I I I I I I I I I I I I I I *---I-- I L I 4 I I I I I I I I + I I I I I I I I I I I I I I I I I - I I I I + I I I I I I I I I I I I I + I I I I I I I I I I + I + I I + I I I + I I + I + + I I I I 1_____ I I I I + I + I + I I I I I I I I + I I I I I I I I I I I I I I I I I I I I I I + I I I I I I I I I + I I + I I I I I I I I I I I I + I + I I I T T1 -I-I- I I I I I I I I I I I I I I I I I I+ I I I I I + I + I I I I I I + I I I I I I I I I I I I I I H ------------ ------- I I I I I I I I I I I I I --' ---- -'------' -- -- '----- - - -- - -- I I I I I I I I I + II I I I I I I I I I I I ----I-------I-------I------ -----I ------4-- ---4------ - - - - - -+- -- I H - - - - - -I- - - - - -I - - - - - -I - - - - - -- - - - - -- - - - - -- -- -- 4-- --- I I I I + I --- I I I I + I I I+ --- -- I I I I I + I I I + I I I --H I I I�,-I- -H- I + I I I I I I I II --1-4--+-4 I I I I I I I I + I I + I I I I I I I I I I I I+ I I I I I I I I I I I I 1 1 1 1 I I I I + I I+ I + I + I 1____ I I I I 1 1 1 I I I I+ 1 1 1 1 I ----- I + 1__ I I -- - - - -- -____________ I+ I+ __ I II I I ---------------- - - - - ------------- -- + I I I I I - - - -'- - I I I I I I I I I I I + I I I I I I I I + I I I + I I I I I I I + I I I I I I + I I I 1 1 1 1 1 1 I I I I I + I + I I I I I I I I 1 1 1 1 1 1 I + II I I I I I + I I I I I I + I I I I I I I I I I I I I I I I I + I + I I + I I + I I I I I I I I I I I + I I I + I I I I I I I -- - - - -_ J ---�---++- --1-- --- - - I ----------- 1 1----- 1 -- - ----11------ ---------�-----�---- - I ---; --; --; -;-- I y=L- II I I 1 I + + I I I I I I I I I I I I I I I I I I + I I I I + I I I I+ I I I I I I I I I I I I I I I + I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 I I K ------- I I I I I I I I I I I I I I I L------ L------ L------ L------ 1------- 1------- 1------ I I I I I I I I I I I I J------ J------ 1------ 1------ 1------ 1------ I I I I I I I I L------ L------ L------ I II I I I I I II I I+ I I I I I I I+ I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I II I I ----I------ I -------I-- ---1----- 1-------f------f----- t ------t- ----t --- -i- ---- F - - - ----------- - - - - -I ------I------1-----1-------f-- - -- -- --- --- -- --- -- --F -� 14�r=- I I I I I I+ I I + I I I I I I I I + I + I + I I I I 7----- I I I I I I I I + I I + I I I I I I I I I I I I ___--- I I I I I I I I I I I I I + I I I I I I I I I I I I + I I + I I I I I I I I I I I I I I I I I I I ------ I I I I I I I I I I I I I I I + I I I I DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 512 1 624 02/01 /12 RE IS ERED CIVIL ENGINEER DATE QFtOFESSION� �O l JARED A. COLE 03/29/11 rn z rn PLANS APPROVAL DATE No. C66188 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or s�q CIVIL tiP completeness of electronic copies of this plan sheet. OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 --- I-- - - - - - I ------1--- -- y -- - -- -i - -- + -1-----*-----t-------- - - - -fi- - -- 1-------r---- - - - - - -- I - - - - - - - I - - - - - -I-----y------y------4----- *------ ---- -t--- - -- --r -r - Insertion Point 2 I I I I I I I I I I I I I + I I I I I+ I + I I I I I I I I I I I I I I - I + I I I I I +I I++ I I I I I I + I I I I II I I I I I I I+ I I I I I I I I I •I� 1 I I I I I I I I I I I I I I I I I I I I I --1-- ----1--- ---1---- I -------7------7------T-----T--- --r----- r - - - - - -r-----r------1-------1------1--- II r� --,----- ,------7- ----7------T--- I + I I I I I I + I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I + I I I I I I I I + I 11 1 1 1 II I I I I I I I I I I I I I I I I I I I I I 11 I I I I I u I I I I I+ I I - ---I-- - - - -I------I------7----- 7------ - - - - - - - II --- - - -I-- ---7---- -7------ - - - - - -rt- - - -- -+ --t--- --r--- --r- --r -r- I I 11-I- l I I I I I I I I I I I I I I I I + + I I I I I I I I + I ITS 11 I I I I I I I I I I I+ I + I I I + I I I+ I I I I I I I I I I I I + I I L I 4 I I I I I I I I I I I I I I I I I G ------- I - Indicates Vertical Grid Line - Indicates Horizontal Grid Line - Indicates 3" raised relief SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ABUTMENT 1 MOTIF ELEVATION 1/4 11=1 ,_011 BY DESIGN I Noel Shamb I e DETAILS BY Y i hong Wan QUANTITIES BY T i m Fuller CHECKED Stephane Dulor CHECKED Brett Makley CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett Mak I ey PROJECT ENGINEER 1 I 1 I 1I I UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST Match Groove Lines to wa I Top of footing KIr)Tr-' o Concrete Barrier Type 60D and FG not shown on elevation view for clarity. BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ARCHITECTURAL DETAILS NO. 3 REVISION DATES SHEET OF DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES oo 01/ /11 02/01/12 7/ 0 10/ 10 37 1 48 i� n, w V) I I w Q + I I I I I I I I I I I I I I I I I I I + I I I I I I I I+ I I I I I I + I I I I I I I I I I I II I I 1 I 1 1 1 I I I I + I I I I -I-rrT F ------- --1-- ----1--- ---1---- - - - - - -- -------7------7------T-----T--- --r----- r - - - - - -r-----r------1-------1------1--- --,----- ,------7- ----7------T--- --T - - - - -r-----r - - - -- ---- 1-I-r�Tl I I I I + I I I I I I I I I I I I+ + I I I I 11 I I I I I I I I+ I I I+ I I + I I I I I I I I I I I + + I I+ I I I I I I I I I I I I I I I I I I + I I L I G ------- I - I I I I + I I I I I I I I I I I I I I I + I I I I I G I I I I + I + I + I I I I I I I I I I I + I I I I I\-�� I I I I I I I I I I I I I I + I I I I I I I I I + I I + I I I I I I I I I I I I + I + I I I I I I I I I I I I I I I I I I I+ I I I I I + I I I I I I + I I I I I I I I I I I I I H ------------ ------- I I I I I I I I I I I I I I I I I I --' ---- -'------' -- -- '----- - - -- - -- I I I I I I I I + I I I I I I I I I I I I I I I I I I I I I I I I I + I I I I I I I I I I I + I I I+ I I I I I I I + I I I + I I I I + I I I�,-I- I + I I I I I I I I I I I I I I I I I I I I I 1 1 1 I I + I I I I I I I I I I I I I I I I I + I I I 1 1 1 1 I I I I + I I+ I + I + I 1____ I I I I 1 1 1 I I I I+ 1 1 1 1 I ----- I + 1__ 1 1 1 1 1 1 1 1 14 I -- - - - -- -____________ I+ I+ __ I _1___ __1 ---- ------ I I I I ---------------- - - - - ------------- -- + I I I I I - - - -'- - I - -- ---------------------- - - I + I I I I ------------ _1 I I I --LL I I I I I I + I I I I I I I I I I + I I I I I I + I I I 1 1 1 1 1 1 I I I I + I + I I I I I I I I I I I I I I 1 1 1 1 1 1 I + I +I I I I I + I I I I I I + I I I I I I I I I I I + I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 I I + I I I I I I + I I I + I I I I+ I I I I 1 1 I I -- - - - -_ J ---�---++- --1-- --- - - - 1-------- ---� - 1--- --1---- ----------- 1 1----- 1 -- - ----11------ ---------�-----�---- - - ---; --; --; -;-- I y=L- 1 I + + I I I I I I I �- 1 1 1 I I I + I I I I + I I I I+ I I I I I I I I I I I + I I I I + I I I I I I I I I I I I I I + I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 I I K ------- I I I I I I I I I I I I I I I I I I ---1------- 1------- 1------ J------ J------ 1------ 1------ 1------ 1------ I I I I I I I I I I I I I I L------ L------ L------ L------ 1------- 1------- 1------ I I I I I I I I I I I I J------ J------ 1------ 1------ 1------ 1------ I I I I I I I I L------ L------ L------ I I I - Indicates Vertical Grid Line - Indicates Horizontal Grid Line - Indicates 3" raised relief SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ABUTMENT 1 MOTIF ELEVATION 1/4 11=1 ,_011 BY DESIGN I Noel Shamb I e DETAILS BY Y i hong Wan QUANTITIES BY T i m Fuller CHECKED Stephane Dulor CHECKED Brett Makley CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett Mak I ey PROJECT ENGINEER 1 I 1 I 1I I UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST Match Groove Lines to wa I Top of footing KIr)Tr-' o Concrete Barrier Type 60D and FG not shown on elevation view for clarity. BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ARCHITECTURAL DETAILS NO. 3 REVISION DATES SHEET OF DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES oo 01/ /11 02/01/12 7/ 0 10/ 10 37 1 48 i� n, w V) I I w Q TOp Of Reta in i Match Groove Lines to wa I I Insertion F EIev 1030.1 nIOTE'o T.. ..-C A I- i 14 - 1 34'-0�/2" (Measured a I ong abutment wa I I front face) Limits of payment for Architectural Treatment ( Type A) and Prepare and Stain Concrete Const Jt for I "C" Line Abut stem and 1 o For "ABUTMENT 1 MOTIF ELEVATION" 9 see ''ARCHITECTURAL DETAILS NO. 2and "ARCHITECTURAL DETAILS NO. 3" sheets. LEGEND - Indicates 3'raised relief DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) r" "ROAD PLANS'' ABUTMENT 3 ARCHITECTURAL TREATMENT LIMITS i/8..=1 ,-0.. DESIGN DETAILS QUANTITIES BY Noel Shamble BY Y i hong Wang BY Tim Fuller CHECKED Stephane DuIor CHECKED Brett Makley CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett Mak I ey Insertion Point 2 EIev 1032027 PROJECT ENGINEER UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 1 12.3/14.1 REZISICERED CIVIL ENGINEER 03/29/11 SHEET TOTAL No SHEETS 513 624 02/01/12 — O Q�pFESSION DATE q<' JARED A. COLE Z w C66188 m PLANS APPROVAL DATE a- No. The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet. ST TF of CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SECTION A—A %11=1, -oil a� L U C O U C ,o C_ 0 L U a aD L r c Q BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ARCHITECTURAL DETAILS NO. 4 REVI DISREGARD PRINTS BEARING SION DATES I SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 38 1 48 i� n, w V) I I w Q DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 514 1 624 02/01 /12 RE IS ERED CIVIL ENGINEER DATE Q�OFESSION�C JARED A. COLE 03/29/11 rn z PLANS APPROVAL DATE No. C66188 The State of California or its officers or agents 41 Exp. CIVIL shall not be responsible for the accuracy or s�q tiP completeness of electronic copies of this plan sheet. OF CALIFO�� Top of Abut Insertion Point 1 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Top of footing ABUTMENT 3 MOTIF ELEVATION '/^11_1 ,_011 BY DESIGN Noel Sh(imb I e DETAILS BY Y i hong Wang QUANTITIES BY T i m Fuller CHECKED Stephane Dulor CHECKED Brett Makley CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Const Jt for - Abut stem and footing PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett Mak I ey PROJECT ENGINEER UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ARCHITECTURAL DETAILS NO. 5 REVI DISREGARD PRINTS BEARING SION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7,/90 10/ 10 391 48 n, w V) I I w Q Seat, Typ IICII Line SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 17 18 19 20 21 22 23 I 24 0) T.Y. LIN INTERNATIONAL II 3 - Typ a c •U 3550 VINE STREET, SUITE 120 9 —� T RIVERSIDE, CA 92507 Grid Spacing a I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I O I I I I I I I I I I I I I I I I I I I I I I - I M •L I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r------------I-------I-------I------�------y------rt------rt------t------t------r------1-------r------r- I I I I I It ItItI I ----I-------I-------I------�------y------rt------rt------t-�----t- I I I I I I I I It A ---- /-1 LEGEND Top of I I I I Retaining wall I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I `Typ/ I I I I I I I I I I I I I I I I II IIII III I II II I Indicates Vertical Grid Line ------ + -------- -------- I + - ------ ------rt + ------ -- r-- I+ + -- ------ +IIII + + ----- + ITII -----rIII — B A Indicates r i zonta I Grid Line ndicates Ho ---------4-- - - - - -- III II II IIII III IIII III III IIII IIIIII ---------4--------- + I III + + ++ 1 + + + 1 1 1 I -Indicates 3„ raised relief -------- J - - - - - - - - r 1I ------ -T- --r - - - - - - T - - - - - r -- I I- - - - -- - -T- - - - - - T - - - T - - - - - - -- C + I I I I I I I I+ I I I I I I I I I I IL I I I I I I I I I I I + I I \ \ \ I I I I I I I I I I I+ I I I I I I I I I I I I + I I I I I I I I I I I I + I I I I I I I I I I \ \+ \ \---I-------I- - - - - -I - - - - - - - \ I I I I - - - I I I -+ I --- I - I + I I I I I I I + I - - - - - - - - I I I I + I I - - - - - - - - I - - - - + I D - - - - + 1 \\ 1 + 1 I 1 I I I I 1 1 1 I I I I 1 1 I 1 1 I 1 I 1 I I I I \\ `\ \+ I + I I I \ \ I I I I I I I I I I I I I 1+ I+ I I I I I I + I I I I I I I I I I I + I I I I I I +1 I I I + I + I I I I I + \ \ ------1------- ------ -----1-------1---- ------ ------ ------ - - --- - --- I I I I I I I I I I NOTE: I I \ + I+ I I + I I I I I I I I I I I+ ----- I I I \ 1 1 1 I 1 I 1 1 I I 1 I I I I 1 1 1 1 I I I I I 1 1 1 1 1 1 1 I I 1. Concrete Barrier Type 60D and FG not shown \ \ + I I I \+ ---1- -----1 ---_1_______1___ --------- I I I 1 1 ------- ------ I _ +_ I I 1+ 1 -- --- -------------- I + I I + I 1 1 1 1 ------------------ I I + I I I + 1 1 1 1 -------------------------------- I + I 1 1 ---------- I 1 ------- I - 1 F ------- on elevation view for clarity. Match \ � I I I I Groove-- 1 1 1 1 I I I + I I 1 I I I 1+ 1 I I I 1 I I I 1 1 I I I I 1 I I I I I I I I 1 1 1 I I I I I 1 I I 1+ I �- 1 I Lines -1----- to wall -------- ` I 1 1 1 I + I I I 1 \ `\ I I I I 1 1 I I 1 1 I I I I I I I I I I I I I I I I I I I I I I + \ + \ I I I \ -- 1--- ---1 - ----------1-------1------ I I +I J-- ----- --- I + 1-- I + I --- ------------� I I + I I --- --�------�------1---- 1 + I I I + I --1-------1------1------1------ I------ I + I �- --- �- + I --- ----- I+ - G \ \ I I I t--- --\--- I I I I _1------ + + 1 +1 1 I I + 1 I I I I 1 1 I 1 I I I I I I I 1 1 1 + I I I I I I I I 1 1 I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -----L------1-------I-------I------J------J------J------1------1------L------L------L------L------L------1-------1-------I------J------J------J------1------1--- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --L- ------- H I I I I I Insertion Point 1 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Top of footing ABUTMENT 3 MOTIF ELEVATION '/^11_1 ,_011 BY DESIGN Noel Sh(imb I e DETAILS BY Y i hong Wang QUANTITIES BY T i m Fuller CHECKED Stephane Dulor CHECKED Brett Makley CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Const Jt for - Abut stem and footing PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett Mak I ey PROJECT ENGINEER UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ARCHITECTURAL DETAILS NO. 5 REVI DISREGARD PRINTS BEARING SION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7,/90 10/ 10 391 48 n, w V) I I w Q LEGEND 1 L DESIGN OVERSIGHT 0) aC: 0 V) rn �L A- ----- Tr -%r-% r-�-P A hi 14 - C------- D------- E------- F------- G------- H------- - Indicates Vertical Grid Line - Indicates Horizontal Grid Line - Indicates 3" raised relief SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 1-/ lJ l 10 I u I I V I Abut stem and footing DESIGN DETAILS QUANTITIES ABUTMENT 3 MOTIF ELEVATION BY Noel Shamb I e BY Y i hong Wang BY Tim Fuller CHECKED Stephane Dulor CHECKED Brett Makley CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 515 1 624 02/01 /12 RE IS ERED CIVIL ENGINEER DATE Q�OFESSION�C JARED A. COLE 03/29/11 rn z PLANS APPROVAL DATE No. C66188 The State of California or its officers or agents 41 Exp. CIVIL shall not be responsible for the accuracy or s�q tiP completeness of electronic copies of this plan sheet. OF CALIFO�� 1" 9 Typ SANBAG JS a c 1 n 1170 W 3RD STREET P 9 SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Insertion Point 2 of footing A1r1TC a Concrete Barrier Type 60D and FG not shown on elevation view for clarity. BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ARCHITECTURAL DETAILS NO. 6 DISREGARD PRINTS BEARING REVISION DATES SHEET t48 CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 01/ /11 02/01/12 7/ 0 10 10/ 40 i� n, w V) I I w Q I i m i t,c; nf nnvmPn+ fnr PrPnnrP and stn i n rnnnrP+P Top of approac sidewall, Abut 1 Bent 2 Abut 3 Note: East side shown, West side similar ELEVATION ' I m -�� payment for d Stain Concrete SECTION B -B 1 A11=1 /-Oil DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Typ ( Top of sidewalk or roadway surface, TN DETAIL A 1/411=1 /-Oil DESIGN DETAILS QUANTITIES BY Noel Shamb I e BY Y i hong Wang BY Tim Fuller a� 0 z L_ O o a� L C U � C E O T U II 12 C � °II O U � C II J II a a_ Limits of payment for Prepare and Stain Concrete Top of J deck or sidewalk, T, m �, Of payment for -e and Stain Concrete TYPE 5 WALL CHECKED Stephane Dulor CHECKED Brett Makley CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 4- C E al 0 U) °E J G RW LOL � tiJ irs SECTION A—A Soffit line v I 1 /411=1 /-011 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 516 1 624 02/01 /12 RE IS ERED CIVIL ENGINEER DATE Q�OFESSION�C JARED A. COLE 03/29/11 rn z PLANS APPROVAL DATE No. C66188 The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or s�q tiP completeness of electronic copies of this plan sheet. OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND 1 - Indicates Vertical Grid Line A - Indicates Horizontal Grid Line + - Indicates 3" raised relief AIr1TC e 1. Stain all exposed column surfaces. Limits of payment for Architectural Treatment ( Type A) C Abut 3 1 3 4 5 6 7 8 9 3/-0il9 TyP Grid Spacing ' C I I I I I I I I I I I I I I I A I I I I I I I I I I I I I I I I + B I I I I I I I I I I I i + I I I I I I I I I I I I I I I I I I I I I I C I I I I I I I I + I I I I I I I I I I I I I ----- I -----------------I------I----------- ------ --------------- p I I I I I I I I i I I I + I I+ I I I I I+ I I I I I I I I I I I I , I I I I + I L ----- ------- -------------I E I I I I I I I I I + I I I I I I I I I + ' I + I + ---I L----- -- --I---- -------------- J-- -- J----- -- ---------- F + �- I - - ' + F G -' L---- -------- -±------J------J------1------1----- G + - ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----------- - H I SECTION C -C 1 A 11 =1 /-Oil PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION II Cn) O I � Insertion Point 3 ro °L E I ev 1028.72 0 ABUTMENT 3 RETAINING WALL MOTIF ELEVATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST 1/411=1 /-Oil BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES 13.2 ARCHITECTURAL DETAILS NO. 7 REVI DISREGARD PRINTS BEARING SION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7,/90 10/ 10 411 48 n, w V) 7D I I W Q See "ROAD PLANS" — 27'-3"+ See "Approach Slab Transverse Contact Joint" table See "DETAIL B" See "DETAIL A" Limits of Approach slab BB or EB Cl Longitudinal const. joint. (See Note 3) PLAN 1 " = 30' See "DETAIL C" Limits of Approach slab Bridge deck Pay limits for structural concrete, approach slab See "Seat Type Abutment Tie Details' N #6 12 Longitudinal const. joint. � (See Note 3) #4 bar chairs 3'-011t transverse ly"+ longitudinal #5 @, 1 21 "b" bar / CVT U Filter fabric "' a- # C) a"@bars Geocomposite drain Sealed joint #5 x 2'-0'' 12 Backwall - See Note 2 V -6" #4 C @ 6 3" 1/4" expansion joint filler See "DETAIL D" r� 30'- 0"+ Transverse contactjoint DIST COUNTY 08 SBd ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 10 12.3/14.1 51 7 1 624 See "ROAD — — — — PLANS" Edge of approach slab DETAIL A 1 "=10' Stage 1 traffic Temporary Railing ( Type K) , see 2'- 0" Standard Plan Note 4 Structure (T3 Approach Slab BB Inside face Sidewalk, curb ��" ' --------- and gutter, see ,�----------- -- I � 'ROAD PLANS'' B Edge of barrier OA 1 Outside edge O 1' Ret wall of barrier B Conc Barrier ry I I Type 736B DETAIL B SECTION C -C %411 = 1,_oil © Outside edge of barrier ' A �;Ret wa I �A Edge of barrier ------------- - ------------------ ------------- Inside face 7 4 #4 bar BAR CHAIR DETAIL 1�/2�� = 1,_0.. of barrier A Edge of --- - - ------------ ---- approach slab Edge of sidewalk EE MRC 2" SEAT TYPE ABUTMENT TIE DETAILS /4 1 - 11 0 I ( See Note 1 ) DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DETAIL C 1 "=10' DESIGN BYBrett Mak I ey DETAILS BY Andy Toledo QUANTITIES BY Tim Fuller CHECKED Stephane DuIor CHECKED Brett Mak I ey CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 "=10' 30' Edge of approach slab Inside face B of barrier --------- -- --1--------------- - DA Edge of barrier B © Outside edge of barrier DETAIL D 1 "=10' PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST BRIDGE NO. 54-1292 POST MILES 13.2 ■ TEMPORARY RAILING AT APPROACH SLAB No Scale ( Looking Down Station) 0 APPROACH SLAB TRANSVERSE CONTACT JOINT ����� ✓� Ret wa I I Outside edge 02/01 /12 OFESSI <200 �� VIII 1 I Ramp I _ - - - ��I I of barrier © RE IS ERED CIVIL ENGINEER DATE o Q� O'14� ParaIIeI to face of P N use ( Detail A) Stagger I i nes 24' to 36' apart. >450 Parallel to face of P N use ( Detail A) Stagger at each I one I i ne o Edge of barrier DA JARED A. COLE c 03/29/11 m w No. C66188 m I II PLANS APPROVAL DATE °G i 1 i -------- Exp. The State of California or its officers or agents CIVIL See Approach Slab _ _ _ ________________ ----- shall not be responsible for the accuracy or ST4T �1P completeness of electronic copies of this plan sheet. F OF CAL1IF Transverse Contact Joint" table TS SANBAG Edge of ---------------- 1170 W 3RD STREET --- -------__ SAN BERNARDINO, CA 92410 approach slab L T.Y. LIN INTERNATIONAL C A Inside face 3550 VINE STREET, SUITE 120 BB of barrier RIVERSIDE, CA 92507 Stage 1 Construction Stage 2 Construction Edge of sidewalk See "ROAD — — — — PLANS" Edge of approach slab DETAIL A 1 "=10' Stage 1 traffic Temporary Railing ( Type K) , see 2'- 0" Standard Plan Note 4 Structure (T3 Approach Slab BB Inside face Sidewalk, curb ��" ' --------- and gutter, see ,�----------- -- I � 'ROAD PLANS'' B Edge of barrier OA 1 Outside edge O 1' Ret wall of barrier B Conc Barrier ry I I Type 736B DETAIL B SECTION C -C %411 = 1,_oil © Outside edge of barrier ' A �;Ret wa I �A Edge of barrier ------------- - ------------------ ------------- Inside face 7 4 #4 bar BAR CHAIR DETAIL 1�/2�� = 1,_0.. of barrier A Edge of --- - - ------------ ---- approach slab Edge of sidewalk EE MRC 2" SEAT TYPE ABUTMENT TIE DETAILS /4 1 - 11 0 I ( See Note 1 ) DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DETAIL C 1 "=10' DESIGN BYBrett Mak I ey DETAILS BY Andy Toledo QUANTITIES BY Tim Fuller CHECKED Stephane DuIor CHECKED Brett Mak I ey CHECKED Andy Toledo ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 1 "=10' 30' Edge of approach slab Inside face B of barrier --------- -- --1--------------- - DA Edge of barrier B © Outside edge of barrier DETAIL D 1 "=10' PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST BRIDGE NO. 54-1292 POST MILES 13.2 ■ TEMPORARY RAILING AT APPROACH SLAB No Scale ( Looking Down Station) 0 APPROACH SLAB TRANSVERSE CONTACT JOINT APPROACH SKEW WITH AC ROADWAY PAVEMENT WITH PCC ROADWAY PAVEMENT <200 Parallel to face of paving notch Para I I e I to face of paving notch 20 - 45 0 ParaIIeI to face of P N use ( Detail A) Stagger I i nes 24' to 36' apart. >450 Parallel to face of P N use ( Detail A) Stagger at each I one I i ne o 10 For details not shown, see Structure Plans. For MR < 2", adjust bar reinforcement to clear a sawcut for sealed joint, when required. 20 For drainage details, see "Structure Approach Drainage Details" sheet. 3. Longitudinal construction joints, when permitted by Engineer, shall be located on lane lines. 4. End angle at beginning of barrier transition, end of wingwall or end of structure approach as applicable. 5. For transverse contact joint with new PCC paving, refer to Standard Plan A35-Ao 6. At the contractor's option, approach slab transverse reinforcement may be placed parallel to paving notch. Spacing of transverse reinforcement is measured along � roadway. 7. For "SECTION A -A" and "SECTION B-B'' see "RETAINING WALL LAYOUT NO. 1" sheet 8. For "SECTION D -D", see "RETAINING WALL LAYOUT NO.2" sheet CHERRY AVENUE OC (REPLACE STRUCTURE APPROACH TYPE N(30S ) REVISION DATESSHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES so 101/ /11 02/01/12 7/ 1 10/ 10 42 w 0 I I 0 W 0 w Q 0 n, L'-' V) I I W Q OFLi z 48 Cap end Retaining wall Stub Geocomposite wall drain B r i Dec Cap i end 3'' Plastic pipe ( SlotteH Structure approach Geocomposite drain Cap end n --L—! —. -- Retaining TYPICAL PLAN vvu I I E wall 1" = 20' For pipe layout at staggered end, see ''DETAIL Bo" SECTION E -E I I ll Il I I I I I I ll Il 3'' Plastic pipe ( Slotted )II at staggered end I I I I I I I I I I DETAIL B Edge of footing 1/411 /^ I I = 1/_ 0 1 1 Note: Bends `ii and junctions i n 3'' plastic pipe are 30'' radius min. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) No Scale Drainage pad ( Minor concrete ) )site drain A r fabric Plastic pipe Slotted ) TPB WITHOUT FOOTING LIN, Geocomposite drain lXXl Filter fabric D 3 Plastic pipe ( Slotted ) Top of abutment or + TPI retaining wall footing 4" 1 / _0il 4" WITH FOOTING DRAINAGE DETAILS 1�/2�� = 1,_0.. (_onr+nmr�no i �o rlrn i n RETAINING WALL WINGWALL SECTION F -F AGE DETAIL ,d grade AIl1TC e DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 51 8 1 624 02/01 /12 FZpFESSIO RE IS ERED CIVIL ENGINEER DATE �o Q Nq<' ��� Fc JARED A. COLE Z 03/29/11 PLANS APPROVAL DATE � No. C66188 x The State of California or its officers or agents Exp. shall not be responsible for the accuracy or ST q CIVIL 1 completeness of electronic copies of this plan sheet. TF OF CALW)\4 P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 1 o For reta i n i ng wo I I dra i nage system outs i de the limits of geocompos i to drain, see ''WEEP HOLE AND GEOCOMPOSITE DRAIN'' shown on ''MISCELLANEOUS DETAILS" sheet. RETAINING WALL WINGWALL SECTION G -G I/^ 11 = 1 /_0 _0 11 BRIDGE NO. /^II = 1/_ 1/411 0 1 1 DESIGN B Carol ina Lopez -Toro CHECKED Stephane DuIor PREPARED FOR THE OC (REPLACE) POST MILES CHECKED STATE OF CALIFORNIA Brett Makley DETAILS BY 1302 Andy Toledo Jared Cole CHE Andy Toledo KED DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER QUANTITIES BY Tim Fuller ORIGINAL SCALE IN INCHES SHEET UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 7/ 0 10/ 10 43 FILE => $REQUEST SECTION G -G I/^ 11 = 1 /_0 _0 11 BRIDGE NO. 54-1292 CHERRY AVENUE OC (REPLACE) POST MILES STRUCTURE APPROACH DRAINAGE DETAILS 1302 DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01/ /11 02/01/12 7/ 0 10/ 10 43 :]�►ja0M,R 110 W Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD- 88 ( NGS NAVD88 ) Pt. 1010 N: 1846472.883 E: 6716510.983 Elevation: 1054.523 SET MAG NL & FLASH FOR AT Pt. 5001 N: 1846561 .879 E: 671 6362.1 30 E I evat i on: 1025.534 SETREBAR �W/"AECP LS 4430" PLUG 30' +/- SLY OF RAILS, 100' +/- W LY OF CHERRY Pt. 5002 N: 1846574.454 E: 6716783.325 Elevation: 1027.134 SET REBAR W/''AECP LS 4430" PLUG 30'+/- S'LY OF RAILS, 300'+/- E'LY OF CHERRY z 0 LU LU +1050 +1040 +1030 +1020 +1010 +1000 +990 +970 +960 E 1. +1056.5 ft "B" Line 31+00 C F- 0 FE0 co A-09-003 0 Iffis rn Q0 O O r-� POST MILES S DISTCOUNTY ROUTE TOTAL PROD CT No T TOTAL SHEETS UC "A" Line �� 08 SBd 10 12.3/14.1 51 9 624 rn 4S 0 O 32+00 I � 6' �o � I � + O 0 0 0 "C" Line "C" Line STA. 30+08±9 80LT± S1 A-09-002 5 Asphalt Concrete SILTY SAND with GRAVEL (SM): very dense, olive, moist, little fine GRAVEL, mostly coarse to fine SAND. I i tt I e fines. nonD I ast i c . weak cementation M)(UW)(DS) becomes dense M JL Dmt SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little f i nes, nonplastic, weak cementation becomes very dense SILTY SAND with GRAVEL (SM): dense olive -brown moist 17% fine GRAVEL 60% coarse to fine SAND, 23% fines, nonp I ast i c, weak cementation ' ' 150/3"12.41 6 A Poor I y graded SAND with GRAVEL (SP): very dense, o I i ve-gray, dry, little coarse to Bulk 7 fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation F-6-17-1 41 8 +- I LU Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive -brown, dry, little REF/5 coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak 2.4 9 QI II LO 1.4 10 A 8„ SANDY lean CLAY (CL): very stiff, dark yellowish brown, moist, 38% fine SAND, �(D00 Q PP 62/ fines, low plasticity, PP>4.5 tsf .Q OFLULU A-09-002 45% medium to fine SAND, 55% fines, I ow plasticity "' rr) >.) + REF/6 + L L C 12.4113 M a) -C — 90/11 1 .4118 I 0 �i4 U- +- m Poor Iy graded SAND with GRAVEL (SP): very dense, o I! ve-brown, dry, little coarse to 10/ 10 01�/, 02/01 /12 "C" Line I wOM 31+00 C F- 0 FE0 co A-09-003 0 Iffis rn Q0 O O r-� POST MILES S DISTCOUNTY ROUTE TOTAL PROD CT No T TOTAL SHEETS UC "A" Line �� 08 SBd 10 12.3/14.1 51 9 624 rn 4S 0 O 32+00 I � 6' �o � I � + O 0 0 0 "C" Line "C" Line STA. 30+08±9 80LT± S1 A-09-002 5 Asphalt Concrete SILTY SAND with GRAVEL (SM): very dense, olive, moist, little fine GRAVEL, mostly coarse to fine SAND. I i tt I e fines. nonD I ast i c . weak cementation M)(UW)(DS) becomes dense M JL Dmt SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little f i nes, nonplastic, weak cementation becomes very dense SILTY SAND with GRAVEL (SM): dense olive -brown moist 17% fine GRAVEL 60% coarse to fine SAND, 23% fines, nonp I ast i c, weak cementation ' ' 150/3"12.41 6 A Poor I y graded SAND with GRAVEL (SP): very dense, o I i ve-gray, dry, little coarse to Bulk 7 fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation F-6-17-1 41 8 16311.4114./OM CHERRY AVENUE OC (REPLACE) LU Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive -brown, dry, little REF/5 coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak 2.4 9 50/6 cementation 1.4 10 A 150/5"12.4111 SANDY lean CLAY (CL): very stiff, dark yellowish brown, moist, 38% fine SAND, Q PP 62/ fines, low plasticity, PP>4.5 tsf F-5711.4112 OFLULU OM PA 45% medium to fine SAND, 55% fines, I ow plasticity 150/5"12.4117 REF/6 ';'OMUW SILTY SAND (SM): very dense, olive -brown, moist few fine GRAVEL, mostly coarse to 12.4113 16311.4114./OM CHERRY AVENUE OC (REPLACE) LU Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive -brown, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak 42 2.4 15 OM UW PA DS cementation 13.2 SANDY lean CLAY (CL): very stiff, dark yellowish brown, moist, 38% fine SAND, Q PP 62/ fines, low plasticity, PP>4.5 tsf F3717, -4 116 OFLULU OM PA 45% medium to fine SAND, 55% fines, I ow plasticity 150/5"12.4117 OM `:.. SILTY SAND (SM): very dense, olive -brown, moist few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation, with lense of CLAYEY SAND at top 90/11 1 .4118 OM UW 03/ 10 Poor Iy graded SAND with GRAVEL (SP): very dense, o I! ve-brown, dry, little coarse to 10/ 10 01�/, 02/01 /12 fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic weak cementation 17812.4119 wOM 44 SILTY SAND (SM): dense, olive -brown, moist, mostly coarse to fine SAND, little fines nonplastic, weak cementation +950 Terminated at El. 955.0 ft Drilled on 9/17/2009 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Drilling 28+00 R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ZJ+UU DRAWN BY I J. Fang CHECKED BY I L. Cheung Stationing along "C" Line SU+UU R. J ie FIELD INVESTIGATION BY: DATE: 09/1 R/n9 tc) n9/22/n9 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS � a o: 02/01 /12 � OFEssj F—U REGISTERED CIVIL ENGINEER DATE o QoN4` 0-)N O N Q S.PIRATHIVIRAJ z Ln 03/29/11 w No. C71662 m T + PLANS APPROVAL DATE + L;zj- N I Exp. 12/31/13 cv L M The State of California or its officers or agents �` ' M � J shall not be responsible for the accuracy or sq C I V I L p U p _ I comp /e teness of scanned copies of this plan sheet. T TF of CAL VO P U) L4 U)= SANBAG 33+00 I 34+00 1170 W 3RD STREET SAN BERNARDINO, CA 92410 I EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E I NOTES: FOUNTAIN VALLEY CA 92708 PLAN 1'� = 40' EI. +1057.5 ft (1) This LOTB sheet was prepared In accordance with the Caltrans Soil and Rock Logging, Classification and Presentation Manual ( June 2007) . rnl (2) 2.4" samples were taken using a California Modified Sampler. �I(3) An automatic trip hammer system consisting of a hammer weight of Q, 140 lbs fal I ing a distance of 30" was used to advance the drive sampler. (4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. A-09-003 6 Asphalt Concrete SILTY SAND with GRAVEL (SM): very dense, olive , moist, little fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation 16311.4116 OM Terminated at El. 996.0 ft Drilled on 9/16/2009 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Dri I I ing SILTY SAND (SM) : dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, III tt I e fines , nonp I a -;tic weak cementation 117. coarse to f i ne GRAVEL, 687. coarse to fine SAND, 217. fines Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive -brown moist, little coarse- to oarse_to fine GRAVEL, mostly coarse to fine SAND, trace fines, noneIastic, weak cementation SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation becomes very dense Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, moist, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation SILTY SAND (SM): dense, olive -brown, moist, trace fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation SILTY SAND with GRAVEL (SM): very dense, olive -brown, moist, little fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, dry, 43% coarse to fine GRAVEL, 527. coarse to fine SAND, 57. fines, nonpIastic, weak cementation Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonpIastic, weak cementation No Recover 5 cobble encountered Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, little coarse GRAVEL, mostly coarse to fine SAND, trace fines, nonpIastic, weak cementation PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 20' .S I +UU )Z+UU PREPARED FOR THE STATE OF CALIFORNIA S. Pirathiviraj PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 I 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST fine +1050 +1040 +1030 +1020 +1010 M F_ M D +1000 0 +990 +970 +960 +950 w 0 LU 0 J w LU EO 0 Lu 0 a - LU a 0 BRIDGE NO. CHERRY AVENUE OC (REPLACE) LU 54-1292 POST MILES LOG OF TEST BORINGS 1 OF 5LU 13.2 Q DISREGARD PRINTS BEARING REVISION DATES SHEET OFLULU z EARLIER REVISION DATES 03/ 10 07/ 10 10/ 10 01�/, 02/01 /12 44 48 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 BENCHMARKS: I -0) DIST POST MILES COUNTY ROUTE TOTAL PROJECT No SHEET TOTAL SHEETS "B" Line + "A" 08 SBd 10 12.3/14.1 520 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) I c\J' Line Co UE Vertical control based on NAVD- 88NGS NAVD88 ( ) C al C' o 02/01 /1'12', Pt. 1010 II �o (D N (DO�U c� ml p:) - II REGISTERED CIVIL ENGINEER DATE QROFESSIOIV4 N: 1846472.883 E: 6716510.983 Elevation: 1054.523 N> �' o O 0) a) Z ��,o �� 1pc SET MAG NL & FLASH FOR AT Ln r� >, + Qo N . Q 00 -. 03/29/11 `� S.PIRATHIVIRAJ - z Pt 5001 + L N + L C + O �` M Ln ,- T + w No. PLANS APPROVAL DATE � rn C71662 M . N: 1846561 .879 E: 671 6362.1 30 Elevation: 1 025.534 M N O I O -C J o I + L A N N L rn c A-09-005 EXP, The State of California or its officers or agents � 12/31/13 ' SETS REBAR �W/"AECP LS 4430" PLUG 30'+/- SLY OF RAILS, ou +_ I M BOJ 8" shall not be responsible for the accuracy or sTgT CIVIL 100' +/- W LY OF CHERRY cn °° cn C� _ 0 U C) _ I completeness of scanned copies of this plan sheet. F of zV CAL Pt. 5002 "C" Line U) L4 v Q N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34 SANBAG SET REBAR W/"AECP LS 4430" PLUG 30'+/- S'LY OF RAILS, 32+00 33+00 34+00 1 1 70 W 3RD STREET 300'+/- E'LY OF CHERRY I SAN BERNARDINO, CA 92410 T31+(0 EARTH MECHANICSINC. 17660 NEWHOPE STREET, SUITE E +NOTES: FOUNTAIN VALLEY CA 92708 + 0 00 o O (1) This LOTB sheet was prepared in accordance with the Caltrans Soil and Rock Logging, Classification and Presentation Manual ( June 2007) . E 0 FRII rnl (2) 2.4" samples were taken using a California Modified Sampler. °D A-09-004 +1 (3) An automatic trip hammer system consisting of a hammer weight of Q, 0 140 lbs falling a distance of 30" was used to advance the drive sampler. �° PLAN �1I +7 (4) Conversion factor from 2.4" Modified Cal i forn i a Ring Sampler b I owcounts 1 " = 40' + to Standard Penetration Test ( SPT) b I owcounts is 0.5. C M M J Q "C" Line " Cn /� A - 09 - 005 STA. 31+88±9 87RT± +1 050 EI. +1050.0 ft 8 +1 050 Bulk 1 SILTY SAND with GRAVEL (SM): very dense, olive, moist, little fine GRAVEL, mostly coarse to fine SAND, I i tt I efines, nonplastic, weak cementation 14711.41 2 +1040+1040 16412.41 3 .. ° OM UW CR becomes dense Bulk 1 4 68 1 .4 5 M Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive, dry, Little l50/6T2_.4_76__/M UW 0 coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, +1030 A-09-004 60 1.4 7 ���� M weak cementation +1030 EI. +1025.4 ft 8�� t 11 Bulk 1 SILTY SAND with GRAVEL (SM): medium dense, o I i ve, moist, I i tt I e fine GRAVEL, most I y 56 2.4 8 ; ° OM UW DS SILTY SAND (SM): dense, dark olive -brown, dry, few GRAVEL, mostly coarse to coarse to fine SAND, little fines, nonp I ast i c, weak cementation fine SAND, little fines, nonplastic, weak ,fine on cementation +1020 17 1 .4 2 ,:;. OM CR Poorlygraded coars}o fine SAND with SILT and GRAVEL (SP -SM): medium dense of ive-brown dr I ittle GRAVEL mostly coarse to fine SAND trace fines nonplastic, k' cementation 35 1 .4 9 , ; OM Poorly graded SAND with SILT and GRAVEL (SP-SM):,dense, olive, dry, little coarse to +1 020 9 9 9 p 9 fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation 31 2.41 3 OM UW PA DS Poorly graded SAND with SILT (SP -SM): medium dense, olive -brown moist, 5% fine GRAVEL, 152/6 12.4110 OM UW Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, little coarse to Bulk 4 90/ coarse to fine SAND, 5/ fines, nonplastic, weak cementation ;'. fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation +1010- 45 1 .4 5 73 2.4 6 UW Poorly graded coarse to fine SAND with SILT and GRAVEL (SP -SM): very dense, of ive-brown, dry, I ittle GRAVEL, mostly coarse to fine SAND, trace fines, nonpIastic, weak 45 1 .4 11 ; OM Poor I y graded SAND with SILT and GRAVEL (SP -SM): very dense, o I i ve, dry, I i tt I e +1 01 0 r� F_ +: 14111.41 7 60 2.4 8All"": UW PA Poorly graded SAND with GRAVEL (SP): dense, olive ve dry, little coarse to fine GRAVEL, -gray, coarse to fine GRAVEL, mostly coarse to weak cementation fine SAND, trace fines, nonpIastic, rr1 < �-- most I y coarse to fine SAND, trace f i nes, nonp I ast i c, weak cementation REF /6 2.4 12 ; OM UW becomes moist D z- .: becomes very dense o +1000 56 1 .4 9 0.. OM Poorly graded 39% coarse to GRAVEL with SAND (GP): dense olive -gray, dry 57% coarse to fine GRAVEL fine SAND, 4% fines, non weak cementation F2 -6 T1 .4113 :;. OM i YSANDD tt)I e df bweak' few. onne GRAVEL, mostly y coarse to +1000 o plastic, fine Ii Ines nonplastic, 9 9 cementat >Poorly LU 150/6"12.4110 OM UW DS graded coarse to fine SAND with SILT and GRAVEL (SP -SM): very dense, olive -brown, dry, little GRAVEL, mostly coarse to fine SAND, trace fines, nonp I ast I c, weak cementation REF /6 2.4 14 ` ; OM UW Poor I y radgd SAND with SILT and GRAVEL ($P -SM): very dens@, olive , moist,, I ittle Jcoarse fio fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, LU +990 52 1.4 11 OM becomes moist 150/6"11 .4 15 OM weak cementation +990 REF /6" 2.4 12 :OM UW Terminated at El. 989.0 ft Dr i I led on 9/21/2009 +980- 20 1.4 13OM X. SILTY SAND (SM): medium dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine Hammer Energy Groundwater not Encountered Ratio (ER i =75%) During Drilling +980 SAND, little fines, nonplastic, weak cementation 54 2.4 14&`OM UW CLAYEY SAND (SC): dense, olive -brown, moist, mostly coarse to fine SAND, little fines, low plasticity, weak cementation +970 Terminated at El. 973.9 ft +970 Drilled on 9/22/2009 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Drilling +960 +960 PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 20' +950 +950 Stationing along "C" Line 30+00 31+00 32+00 33+00 34+00 35+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED STATE FOR THE OF CALIFORNIA S. Pirathiviraj BRIDGE No. 54-1292 CHERRY AVENUE OC (REPLACE) DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 09/16/09 to 09/22/09 DEPARTMENT OF TRANSPORTATION 13.2 I- O G O F T E S T B 0 R I N G S 2 O F 5 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ORIGINAL SCALE IN INCHES I FOR REDUCED PLANS 0 I I I I I 1 2 3 UNIT: 2232 DISREGARD PRINTS BEARING PROJECT NUMBER & PHASE: 08000007441 EARLIER REVISION DATES CM1 REVISION DATES SHEET OF 03/ 10 07/ 10 10/ 1 0 Oi/ 11 02/01/12 45 48 FILE => $REQUEST CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w Q EO 0 LU 0 a - LU a 0 LU I in REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) CEMENTATION Description Criteria Weak Crumb I es or breaks w i th hand I i ng or A I tt I e f i nger pressure. Moderate Crumbles or breaks with considerable Rotary drilled boring f i nger pressure. Strong Will not crumble or break with finger " pressure. BOREHOLE IDENTIFICATION Symbol Hole Type Description s�Ze A Auger Boring s�Ze R Rotary drilled boring Strength (tsf) P Rotary percussion boring (air) " R Rotary drilled diamond core N HD Hand driven (1 -inch soil tube) HA Hand Auger ® D Dynamic Cone Penetration Boring ® CPT Cone Penetration Test (ASTM D 5778-95) r , 0 Other L_J 0025 to 0.50 Penetrated severalinches by and kneading to reach the plastic Iimito The Note: Size in inches. Top Hole E l . Casing driven — Size of Sampler (inches) SPT N -Value (per ASTM 1586-99), P = push sample, or as noted R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE Hole I.D. o 000< 16 11.4 /. 3 'I Description of materia Muw uu --Field & Lab Tests GWS Elev. Date measured Material change Estimated material change Soil/Rock boundary Boring Date Terminated at E I ev Hammer Energy Ratio (ERi) _ ROTARY BORING OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheang CONSISTENCY OF COHESIVE SOILS PLASTICITY OF Unconfined Pocket Description Description Compress i ve Penetrometer Torvane Field Approximation Measurement (tsf ) A 1/8 -inch thread cannot be rolled Strength (tsf) Measurement (tsf) Very Soft < 0025 < 0.25 < 0012 Easily penetrated several inches plastic limit. by fist Soft 0025 to 0050 0025 to 0050 0012 to 0025 Easily penetrated several inches The thread cannot be rero I I ed after reaching the plastic Iimito The lump crumbles by thumb Medium Stiff 0.50 to 1.0 0050 to 1.0 0025 to 0.50 Penetrated severalinches by and kneading to reach the plastic Iimito The thread High thumb with moderate effort formed without crumbling when drier than ReadiIy indented by thumb but Stiff 1 to 2 1 to 2 0.50 to 1.0 penetrated only with great effort Very Stiff 2 to 4 2 to 4 1.0 to 2.0 Readily indented by thumbnail Indented by thumbnail with Hard > 400 > 4.0 > 200 difficulty F_ 0 0 U O Top Hole EI o0 0 0 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. Date ensured drop or as noted) P ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: n9/1 C)/n9 tn n9/%%/n9 Top Hole EI No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 202" cone, or as noted) C: 0 4- U O J Hole I.D. NPC 2 E I . 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION So Pirathiviraj PROJECT ENGINEER ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 521 624 LE02101112 �oFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ 03/29/11No. C71662rn PLANS APPROVAL DATE � The State of California or its officers or agents _�( Exp. 12/31/13 shall not be responsible for the accuracy or %%4 C I V I L �P completeness of scanned copies of this plan sheet. TF OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 TOD Hole EI Pressure measured along sleeve friction element (34.88 i n t area) divided by pressure measured on tip element. C: 0 Hole I.D. U Pressure measured on tip element (2033 int area) 6 4 2 0 10 20 30 20 2t0 Friction Ratio (%) Tip Bearing (MPa) Boring Date BRIDGE NO. 54-1292 POST MILES 13.2 CONE PENETRATION TEST (CPT) SOUNDING w 0 LU 0 J w LU Q 0 EO 0 LU 0 n LU a 0 n, LU CHERRY AVENUE OC (REPLACE)Cn LOG OF DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 TEST BORINGS 3 OF 5 LLJ Q REVISION DATES SHEET OF z 10 o7i 10 101 10 ov >> 02/01/12 1 1 1 1 1 1 46 1 48 1 Lu'j) CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 PLASTICITY OF FINE-GRAINED SOILS Description Criteria Nonp I ast i c A 1/8 -inch thread cannot be rolled at any water content. The thread can barely be rolled and the lump cannot be formed when drier than the Low plastic limit. The thread is easy to roll and not much time is required to reach the plastic limit o Medium The thread cannot be rero I I ed after reaching the plastic Iimito The lump crumbles when drier than the plastic limit. It takes considerable time rolling and kneading to reach the plastic Iimito The thread High can be rero I I ed several times after reaching the plastic Iimito The lump can be formed without crumbling when drier than the plastic limit. F_ 0 0 U O Top Hole EI o0 0 0 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. Date ensured drop or as noted) P ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: n9/1 C)/n9 tn n9/%%/n9 Top Hole EI No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 202" cone, or as noted) C: 0 4- U O J Hole I.D. NPC 2 E I . 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION So Pirathiviraj PROJECT ENGINEER ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 521 624 LE02101112 �oFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ 03/29/11No. C71662rn PLANS APPROVAL DATE � The State of California or its officers or agents _�( Exp. 12/31/13 shall not be responsible for the accuracy or %%4 C I V I L �P completeness of scanned copies of this plan sheet. TF OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 TOD Hole EI Pressure measured along sleeve friction element (34.88 i n t area) divided by pressure measured on tip element. C: 0 Hole I.D. U Pressure measured on tip element (2033 int area) 6 4 2 0 10 20 30 20 2t0 Friction Ratio (%) Tip Bearing (MPa) Boring Date BRIDGE NO. 54-1292 POST MILES 13.2 CONE PENETRATION TEST (CPT) SOUNDING w 0 LU 0 J w LU Q 0 EO 0 LU 0 n LU a 0 n, LU CHERRY AVENUE OC (REPLACE)Cn LOG OF DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 TEST BORINGS 3 OF 5 LLJ Q REVISION DATES SHEET OF z 10 o7i 10 101 10 ov >> 02/01/12 1 1 1 1 1 1 46 1 48 1 Lu'j) CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) GROUP SYMBOLS AND NAMES Graphic/Symbol Group Names Graphic/Symbol Group Names ® 0® Very loose GRAVEL 0 - 4 Lean CLAY64bWell-graded 5 to GW Little Medium Dense 15 to Lean CLAY with SAND ®®0 Dense Wel 1 -graded GRAVEL with SAND 31 - 50 Lean CLAY with GRAVEL 50 to > 50 CL SANDY lean CLAY o 00 0 o Poorly graded GRAVEL SANDY lean CLAY with GRAVEL 0 00° GP 1,07IX110101�elO Oi / 11 GRAVELLY lean CLAY 0 ° ° Poorly graded GRAVEL with SAND GRAVELLY lean CLAY with SAND 0 0 ® ® Well -graded GRAVEL with SILT SILTY CLAY GW -GM SILTY CLAY with SAND ® Wel 1 -graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL ® 0 CL -ML SANDY SILTY CLAY ® ® Wel I - raded GRAVEL with CLAY (or S�LTY CLAY) SANDY SILTY CLAY with GRAVEL ® GW -GC Wel I - raded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY ® (or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND 0 00 & Poorly graded GRAVEL with SILT SILT o c GP -GM SILT with SAND 0 ° Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL ° ML SANDY SILT 00 o Poorlyy ggraded GRAVEL with CLAY (or S JYr CLAY) SANDY SILT with GRAVEL o ° GP -GC Poorly graded GRAVEL with CLAY and GRAVELLY SILT ° ° 0 ° SAND (or SILTY CLAY and SAND) GRAVELLY SILT with SAND ° SILTY GRAVEL ORGANIC lean CLAY GM ORGANIC lean CLAY with SAND o ° ° ° SILTY GRAVEL with SAND ORGANIC lean CLAY with GRAVEL OL SANDY ORGANIC lean CLAY ° CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC GRAVELLY ORGANIC lean CLAY 0 CLAYEY GRAVEL with SAND GRAVELLY ORGANIC lean CLAY with SAND o ° � SILTY, CLAYEY GRAVEL ORGANIC SILT GC -GM ORGANIC SILT with SAND O SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° Wel 1 -graded SAND SANDY ORGANIC SILT with GRAVEL o SW GRAVELLY ORGANIC SILT Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND :. Poorly graded SAND Fat CLAY SP Fat CLAY with SAND :. .: Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY ° We I I -graded SAND with SILT SANDY fat CLAY with GRAVEL o SW -SM GRAVELLY fat CLAY Well -graded SAND with SILT and GRAVEL GRAVELLY fat CLAY with SAND Wel I - raded SA D with CLAY Elastic SILT o _ SW SC (or SILTY CLAY Elastic SILT with SAND ° Well - raded SAND with CLA and GRAVEL (or SILTY CLAY and GRAVEL Elastic SILT with GRAVEL °. MH SANDY elastic SILT Poorly graded SAND with SILT SANDY elastic SILT with GRAVEL SP -SM GRAVELLY elastic SILT Poorly graded SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND Poor I yy gqraded SAND with CLAY Jy' ORGANIC fat CLAY SP-SCORGANIC (or S CLAY) fat CLAY with SAND Poor I y graded SAND with CLAY andZ GRAVEL or SILTY CLAY and GRAVEL) ORGANIC fat CLAY with GRAVEL OH SANDY ORGANIC fat CLAY SILTY SAND SANDY ORGANIC fat CLAY with GRAVEL SM GRAVELLY ORGANIC fat CLAY SILTY SAND with GRAVEL GRAVELLY ORGANIC fat CLAY with SAND CLAYEY SAND ORGANIC elastic SILT SC ORGANIC elastic SILT with SAND CLAYEY SAND with GRAVEL ORGANIC elastic SILT with GRAVEL OH SANDY ORGANIC elastic SILT SILTY, CLAYEY SAND SANDY ORGANIC elastic SILT with GRAVEL SC -SM GRAVELLY ORGANIC elastic SILT SILTY, CLAYEY SAND with GRAVEL GRAVELLY ORGANIC elastic SILT with SAND ORGANIC SOIL PT PEAT ORGANIC SOIL with SAND ORGANIC SOIL with GRAVEL ' OL /OH SANDY ORGANIC SOIL 0.. . COBBLES SANDY ORGANIC SOIL with GRAVEL D: COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheung R. J ie FIELD INVESTIGATION BY: DATE: n9/1 C) /091 tn n9/22/n9 FIELD AND LABORATORY TESTING C Conso I i dat i on ( ASTM D 24 35 ) CL Col lapse Potential ( ASTM D 5333 ) CP Compaction Curve ( CTM 21 6 ) CR Corros i v i ty Testing (CTM 643, CTM 422, CTM 417) CU Conso I i dated Undra I ned Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) M Moisture Content ( ASTM D 221 6 ) OC Organic Content- % ( ASTM D 2974 ) P Permeability (CTM 220) SParticle Size Analysis (ASTM D 422) PI Plasticity Index (AASHTO T 90) Liquid Limit (AASHTO T 89) PL Point Load Index (ASTM D 5731 ) SPressure Meter PP Pocket Penetrometer R R -Value ( CTM 301 ) SE Sand Equivalent ( CTM 21 7 ) (SG Specific Gravity (AASHTO T 1 00) SL Shrinkage Limit (ASTM D 427) (SW) Swell Potential (ASTM D 4546) TV Pocket Torvane Unconf I ned Compress i on -So i UC (ASTM D 2166) Unconfined Compress i on -Rock (ASTM D 2938) UU Unconso I I dated Undra i ned Triaxial (ASTM D 2850) UW Unit Weight (ASTM D 4767) VS Vane Shear (AASHTO T 223) PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION So Pirathiviraj PROJECT ENGINEER ORIGINAL SCALE IN INCHES I I I I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 522 624 02101112 �oFEssjo REGISTERED CIVIL ENGINEER DATE �o e �ql S. PIRATHIVIRAJ z 03/29/11No. C71662 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. 12/31/13 shall not be responsible for the accuracy or STa CIVIL �P completeness of scanned copies of this plan sheet. TF of CALIFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 APPARENT DENSITY OF COHESIONLESS SOILS Description Dry SPT N 60 (B I ows / 12 1 nches ) Very loose Moist 0 - 4 Loose 5 to 5 -10 Little Medium Dense 15 to 11 - 30 Dense 30 to 31 - 50 Very Dense 50 to > 50 MOISTURE Description Criteria Dry Absence of moisture, dusty, dry to the Criteria touch Moist Damp but no visible water Wet Visible free water, usually soil is 5 to below water table PERCENT OR PROPORTION OF SOILS Description > 1211 Criteria Trace Particles are present be less than 5% but estimated to Few Fine 5 to 10% Little No. 10 to No. 4 15 to 25% Some No. 200 to No. 40 30 to 45% Mostly SHEET 50 to 100% PARTICLE SIZE Description Size Bou I der > 1211 Cobble 31I to 12" Grave I Coarse 3/4" to 3" Fine No. 4 to 3/4'' Sand Coarse No. 10 to No. 4 Medium No. 40 to No. 10 Fine No. 200 to No. 40 w 0 LU 0 J w LU Q 0 EO 0 LU I- 0 a - w a 0 BRIDGE NO. CHERRY AVENUE OC (REPLACE) LU 54-1292 POST MILES LOG OF TEST BORINGS 4 OF 5 13e2 LU Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z LU EARLIER REVISION DATES � 10 03/ 1,07IX110101�elO Oi / 11 02/01 /12 4 7 48 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 A( ,i,,�rt C+IH 6r�gy� P,%ta�1�•� t/u/�� �1 �� P, le O�S�4Sr,ys ..– o • J sem. ,�a`yb.?� %ode-°,r'Ir<' t w Z 1 4,1 � V4 Sn*/ H. d1a-Irn t// /a-". V Ul44bI 1 R . ' w — JA 1l 1:I /'V 1{s IV I +�YsrrYtrocr er �1iaw i 1 F eu• AF'dtoo �+P� 'd rr arr�e►�rr7yt, irx Q iirirsrZ �/�I f stet t 0,yz- 7,I t4 ve, ��,°,s,";� aTr�tt rrn, s,p 5;i::` anger ia1,r. mlavcFar n ' ::' � . #VI �F►1 ' �► .T �aF r +1s*s 1-08 - (T) Unit CAI.. JAW I Ara jW 44. pr AIFW JK4P� JMrAO ...e ti i1/� ahr►s1�1, Go ry AwsoAft I +�YsrrYtrocr er �1iaw i 1 F eu• AF'dtoo �+P� 'd rr arr�e►�rr7yt, irx Q iirirsrZ �/�I f stet t 0,yz- 7,I t4 ve, ��,°,s,";� aTr�tt rrn, s,p 5;i::` anger ia1,r. mlavcFar n ' ::' � . #VI �F►1 ' �► .T �aF r +1s*s 7 CAI.. JAW I Ara jW 44. pr P.5, C -.k -%Y► 5Yyre 044r1 0.551 !t"!P SII s�q+ •��- a r� �•r• .. � R.r�1 r5i1•.51a <NM INHi55 -LMI MSI 0{i1 PST{ AI+w•f4._��.(—_ • -r i �, _��. J" - - DIVISION OF ENGINEERING SER 1ICES - GEOTECHNICAL SERVICES As -Built Log of Test Borings sheet is c nsidered an informational document only. As such the State of California re ation seal with signature, license number and registration certificate expiratI n date confirm that this is a true and accurate copy of the original docume This drawing is available and presented only for the convenience of any bid contractor or other interested party. DIST. COUNTY ROUTE P MILES -TOTAL PROJECT Noe Shee� ' 08 SBd 10 12.3/14.1 523 624 4 02/01/12 AS BUILT PLANS REGISTERED CIVIL ENGINEER DATE CHERRY AVENUE OC (REPLACE) LOG OF TEST BORINGS 5 OF 5 NOTE: A COPY OF THIS LOG OF TEST BORINGS IS AVAILABLE AT OFFICE OF STRUCTURE MAINTENANCE UNIT: 2232 AND INVESTIGATIONS, SACRAMENTO, CALIFORNIA PROJECT NUMBER &PHASE: 08000007441 BRIDGE Na.1 Sheet I - of ' 9 � ��T 54-1292, 48 48 --- 9 �i*nym 1 .2f J 9!N "M r. 40.00 C ' �k�•sF JLs� r� �8.a NO CORRECTIONS BY r Q ROF E S S ' ! A- �Y Le vfrl� f�r�� Inds ��Ol�ITR�4CT N�,.59 BV�.I6 rI e� W •- S. PIRATHIVIRAJ z cD m PM is 4drLLI No. C71662 Me/�T4d7�Pi�e i w i l o' 3 ?a A� to i� . o ff 6o t , f 2/31 /13 lrr� � _ rf Tksr P;V e xP ' 40 CIVIL P �rr� r - a C l .9TF OF CAL IFO��� 04 W I i h ka I — Ilk •I- ! r ♦ Sro&r,►� Alas ,tt t Iur.y Axa. - 25111 Or, ' ( Z pAre rip .�I/!%1' �r �'+�7J�JOi�C1': ;i. '� � , M� � a i"rt ..ti...•. er !i ti�� �+r: ` • � 1� r r .4. :E�t. t �' ^' `e.. �T, O/V' �/ •Dti X se's >. t 5 t -^'r _,-,. }'��" s 76va Asr „�er•,+Fi! F - �. t 4 t,�,r' '; ^ •, . �ai� .1' •y ._ /.i Cif ,.•_ j' J �•+.Y t'1 • .� {rR ` .Y' --r_ t .ate: �• ti ��" r � S '�. J1w _ f'' 1 S '�' .r . 1 t2:ti f� l0 IC F1Gft t ` i ►•w , _f" / f� \. t � '{.}-. t - 1'. !rte •• • ••�+ 1G � � [t;.. 1 i' Lr... •-,.... ���. 1 to C � �d ' "�3 s 1i r:� ,r� i "�' r:� -� ;■ �` S\'L� �� � Uh �..,•, �_ t '.��.... � { SN d�3�/FLy ,, �,�ar;` t• ,,,�:'it.'�;��I����!��=,r�33^ .. � ,�.� t. iSS••1 44� .r i I 11 , \ ri;'' +. r•i 1111 IRA rL. •� �!! �l• WE7lr I li 194L JPOC� � �r7Kdl+ i�� ' III I !1 � � 1■ SZdftfw@Ii'W,lbllry ! .. .. 70 t 1 7 1 " f � �v�ar �r7�Pt �J�•{�C� ' I F i i I I X77 CLASS R I lF T AY STEW �' ISE LIM..Cr of EA{YTM MILT IR.IAL'S �_ B [ iD F D 0 st I N a D E Ft A T I o N �LIw � AF1Y s�llli DIAat�alJl SE141S ms TRE FIs ram; EsTimA=% '� SILTY Ck AY oR fid' I+1�11.'rLR � 8F RRA,1� RIIsd 171iTR,iNJIiTlli111 USI) IN t}ET[R- � itAVEL r, �. CLAYtY SILT liRINA'1'IOtZ OF GLASS NAt.lES.iAm _ AIM � %dWWK PPr V WWj ,t WX �� � •� B-IVS B /1181 CLAY BEAT �'�� �b Hole El. Tv Hole R. -1 •m�1" IF GRAVEL 4 PRESENT :N ADFIUI:CIAdLE . `+' J11+18ttirOT3 'ti`IIE 'CERMC'�aRAVIELI.Y� MIIIIY $AiVp 011GANIC. MATTI!°Yl! ®�R 1'��IilIII (bRY) ..sArr,rul►►�a. Cas1+g drrvan #J ,_i r s„ or r.1�Ar PkInhed G w { Oirr -�, BE ADDED TO THE CLASS AlI�ME V12", 'i,i 'r ROTARY doltlMa (w�Y) fig--...lt� rwrtll� a.►tir i3Jarrlr ++�+g/�• / � � r �t 1 �+.�' i�P4� � f1%l' � Cvl11" No Cnur7/' � TP GRAVitI•t.Y S,' MO TII TERMS f�rG.d 5 e LT 1w ILL MATEF UA4L harFvrpw r�ilh i iri' ;40 f6 !i !4A►+a uns rr�e�.r/.r,� L1Y �1. JI)."•CDlIUE, 'MCb1UMr AND "FtNE dDRIF� daY # bn=r+P�1*n oil' ��lor•ffr'N &Je !, arua/raLelian lest f'� ,� LAY SAuozit r drop orasnofb� (Winq o AR2. rt 3,t arayshp'c r•e r f f ' � t ' 1 990 �! I a� J of �V �,r,-r i ----- • . BJ � d1 ��� I •., - 1 /3Q ' X� +�4L..�+ pd � J�� Tcyc .P.P. Sr,►iX� ti � ► � j cw w1�dt/r sawltids .draffor,.. � ; CIor : l92.1.F� a' I C ' -970 NOTES • 6 coni 41Vf v a Iltntio i h diivdtad to SuW- ,i j A &4. (I f t6 • M Sp++:` �1�. and to Ih� Spedal PI:s atcompcmy1nq this ^� of pig+ �J�•� • , Claullicaltion of earth mawai as shown on v_� +ei it bGs*d Won 60d and is not to be aPmftu*J to Imply mechankal onalyai: ■'TATN C1t C" C1rAXTMCAV C+ .•u11L-rq wOaR• 01V1rkalr OFMOMNAT* WHEN USED To DE.SCIt1BE S:ANDO CLAY ® IGNuou Roel, jNl trltev>tkrrd�r�orTa��+'g Q■#�I .,, M�JYrcrrsy�-Tory � of d. -v r�vtr , aP+J CHERRY r� ��{+ �4 � �� �`. 6 Y£ 9 I. SILT /1 1G �RAYI�L �t:FEt� TO J-.wr�r-= Air Arrra" ' �// " r *r i'1 Ca go aiwlaoAtzn at:Ac11 au x It SANDY CLAY OR ka! E T a Pll Ha Ru�Md Pry ` .+,Arr �., � irk+* r t'�r`� 6I1d mail c hrr.,�. drr zi +saf+rd� /� Yirsa dll,roar•� ' �t+QJvd rnrlUrrW cuwc _ro CLh1PCY ,gAf1D SEDIMRNTAItY RoeK .Sh 4frS m Avera�r .rA•,n ago f LIMIT, ti j COMB 114Rliiil W ( r fi-rctran a6ars s1++r.r6rr,J s O I4 11 IL 1-T 1�T 1Vncon& rr&6r4 jrwAnru/ point .� r i rnd� r,.r f5.1Y LOG OF fy ORINGS SANCY 51 LT OR P --t GeAldcvirlgMU I L7 .SILTY SAWO �iETAIAMPHIC RGCIC I T9zT PIT w Aug .f J>'or•i�. !"Y.�a'- 5.. PERCEHrA�E3 L__. i §01L Tilde P�w1rTRE TION 5oRlac $GALE �rA J+ fir f]IiIPCE.g' ,^, j t RAWIFiG L ^ 5 4 80 - 10PRIEL P. I 10 I HEREBY-ERTIFY THAT T1112, IS A TRU13 AND A00,11RATE (II OP THE AI3OX DOCt EE,"J'I' TAKEN UNDER MY DIRECTION AND CONTROL ON T11I0 DA'Z'E Its SACRIIML:NT0• CAI,IKI?NIA PURSUANT TO AUTHORIZATION BY THE DIRECTO� OF PiTBLTI: W4lRKS. SIGNATIIIlI'.' is , ,4 I l { { •1 '!'TYLE �I'-I- ,� , l . .' .•�. t _ • =y rlh�'RI • Xf- f L'C Is` $ 1 bra 1arj� mlavcFar n ' ::' � . #VI �F►1 ' �► .T �aF r I itskt/31' is j`yi FI!'l'Illlrlyd • JAW I Ara jW 44. pr AIFW JK4P� JMrAO ...e ti i1/� ahr►s1�1, Go ry AwsoAft It R dila► AWe l I Aar -- - —7 -R 1 7 1 " f � �v�ar �r7�Pt �J�•{�C� ' I F i i I I X77 CLASS R I lF T AY STEW �' ISE LIM..Cr of EA{YTM MILT IR.IAL'S �_ B [ iD F D 0 st I N a D E Ft A T I o N �LIw � AF1Y s�llli DIAat�alJl SE141S ms TRE FIs ram; EsTimA=% '� SILTY Ck AY oR fid' I+1�11.'rLR � 8F RRA,1� RIIsd 171iTR,iNJIiTlli111 USI) IN t}ET[R- � itAVEL r, �. CLAYtY SILT liRINA'1'IOtZ OF GLASS NAt.lES.iAm _ AIM � %dWWK PPr V WWj ,t WX �� � •� B-IVS B /1181 CLAY BEAT �'�� �b Hole El. Tv Hole R. -1 •m�1" IF GRAVEL 4 PRESENT :N ADFIUI:CIAdLE . `+' J11+18ttirOT3 'ti`IIE 'CERMC'�aRAVIELI.Y� MIIIIY $AiVp 011GANIC. MATTI!°Yl! ®�R 1'��IilIII (bRY) ..sArr,rul►►�a. Cas1+g drrvan #J ,_i r s„ or r.1�Ar PkInhed G w { Oirr -�, BE ADDED TO THE CLASS AlI�ME V12", 'i,i 'r ROTARY doltlMa (w�Y) fig--...lt� rwrtll� a.►tir i3Jarrlr ++�+g/�• / � � r �t 1 �+.�' i�P4� � f1%l' � Cvl11" No Cnur7/' � TP GRAVitI•t.Y S,' MO TII TERMS f�rG.d 5 e LT 1w ILL MATEF UA4L harFvrpw r�ilh i iri' ;40 f6 !i !4A►+a uns rr�e�.r/.r,� L1Y �1. JI)."•CDlIUE, 'MCb1UMr AND "FtNE dDRIF� daY # bn=r+P�1*n oil' ��lor•ffr'N &Je !, arua/raLelian lest f'� ,� LAY SAuozit r drop orasnofb� (Winq o AR2. rt 3,t arayshp'c r•e r f f ' � t ' 1 990 �! I a� J of �V �,r,-r i ----- • . BJ � d1 ��� I •., - 1 /3Q ' X� +�4L..�+ pd � J�� Tcyc .P.P. Sr,►iX� ti � ► � j cw w1�dt/r sawltids .draffor,.. � ; CIor : l92.1.F� a' I C ' -970 NOTES • 6 coni 41Vf v a Iltntio i h diivdtad to SuW- ,i j A &4. (I f t6 • M Sp++:` �1�. and to Ih� Spedal PI:s atcompcmy1nq this ^� of pig+ �J�•� • , Claullicaltion of earth mawai as shown on v_� +ei it bGs*d Won 60d and is not to be aPmftu*J to Imply mechankal onalyai: ■'TATN C1t C" C1rAXTMCAV C+ .•u11L-rq wOaR• 01V1rkalr OFMOMNAT* WHEN USED To DE.SCIt1BE S:ANDO CLAY ® IGNuou Roel, jNl trltev>tkrrd�r�orTa��+'g Q■#�I .,, M�JYrcrrsy�-Tory � of d. -v r�vtr , aP+J CHERRY r� ��{+ �4 � �� �`. 6 Y£ 9 I. SILT /1 1G �RAYI�L �t:FEt� TO J-.wr�r-= Air Arrra" ' �// " r *r i'1 Ca go aiwlaoAtzn at:Ac11 au x It SANDY CLAY OR ka! E T a Pll Ha Ru�Md Pry ` .+,Arr �., � irk+* r t'�r`� 6I1d mail c hrr.,�. drr zi +saf+rd� /� Yirsa dll,roar•� ' �t+QJvd rnrlUrrW cuwc _ro CLh1PCY ,gAf1D SEDIMRNTAItY RoeK .Sh 4frS m Avera�r .rA•,n ago f LIMIT, ti j COMB 114Rliiil W ( r fi-rctran a6ars s1++r.r6rr,J s O I4 11 IL 1-T 1�T 1Vncon& rr&6r4 jrwAnru/ point .� r i rnd� r,.r f5.1Y LOG OF fy ORINGS SANCY 51 LT OR P --t GeAldcvirlgMU I L7 .SILTY SAWO �iETAIAMPHIC RGCIC I T9zT PIT w Aug .f J>'or•i�. !"Y.�a'- 5.. PERCEHrA�E3 L__. i §01L Tilde P�w1rTRE TION 5oRlac $GALE �rA J+ fir f]IiIPCE.g' ,^, j t RAWIFiG L ^ 5 4 80 - 10PRIEL P. I 10 I HEREBY-ERTIFY THAT T1112, IS A TRU13 AND A00,11RATE (II OP THE AI3OX DOCt EE,"J'I' TAKEN UNDER MY DIRECTION AND CONTROL ON T11I0 DA'Z'E Its SACRIIML:NT0• CAI,IKI?NIA PURSUANT TO AUTHORIZATION BY THE DIRECTO� OF PiTBLTI: W4lRKS. SIGNATIIIlI'.' is , ,4 I l { { •1 '!'TYLE �I'-I- ,� , l . .' .•�. t _ +4.65% PVCC 27+00000 Elev 1051040 600000 VC EVC 33+00000 Elev 1053035 R/C = -10442%/Sta PROFILE GRADE No Scale BB 1 1 1'-1 "± RW 21 .90 (Measured along "C" Line) -4.00% W LEGEND ------ - Existing structure - New structure - Indicates direction of traffic - Indicates Point of minimum vertical clearance - Bridge Removal (portion), Location A (E) Existing Track ----------- - (P) Proposed Track 23'- 8" Min Vert C I r - (RR) Remove and re -construct 23/ -ll ± --I Track Exist UPRR Tracks Proposed UPRR Tracks _ _ f _ _ _ _ _ _ _ _ - (R) Remove Track I -N Approx OG = FG ---- Approx OG along "C11 Line -- --'------- o� 2011 Fuel line y��--,� _a I _a r_a �_a L r_a F_a hr---�� I HP1 4x89 6:4===.=1Stee I P i I es (Kinder Morgan) ,� ,� II II `" (to be protected in place) Datum EIev=1000000' 28+00 Abut 1 29+00 Abut 2 30+00 Exist Level 3 1 '-1 1/4"± 1 0'-6"+ Fiber Optic - 16'' Fuel line (Kinder Morgan) (to be relocated) 9'- 011+ (to be protected in place) RW 680, See CURVE DATA "RETAINING WALL 680" plans MIRRORED ELEVATION No. R p T L 10 7998000 04°08'51" 289061 578096 02 8077000 00°48'25" 56088 113076 AVENUE OVERHEAD 31.00 122014/04'' 1 6009 12.03_j 1 11 29+71 068 ti 85068' Lt "C" Line i I I n I n ��� Ld 1" lI -� S53° 1 8'2911E Traffic Signal 1 ,_011 Sta 29+75029 — I I I 1 111 R=31 0 00 84.20 Lt, see RW 21 51 See UPRR Tracks - - I I �;', "ROAD PLANS" "RETAINING WALL Cha i n L i nk 21 " plans A ; ' ; ;~, I > Q Ra i I i ng Toe of Slope Type 7 77 S570 12'1 811E PRC 29+56059(D 277(Mod1 ), Typ R=8077 .n n 1 79.0/ Lt Conc Barrier - BC 28+43093 2 PT 27+87 008 0 "C" Line Type 26(Mod1 ) 74.0/ Lt 791 0' Lt EC 29+68021 PC/PS Conc C Line C1Line = —� Skew=O° 59'42'± 81 032' Lt "C" Line I -Girders, Typ Structure I I I I LO PCC Sta 33+27032 Approach ' Type N (30D) (Mod) I I Skew=O° 09'00"± Structure N03° 42, 0611w "C" Line BC Sta 27+48036 BB Sta 28+62026± Elev 1057004± Structure - Approach Type R(30D) (Mod) Top of s I ope ---" +1 "RETAINING WALL 22" plans Exist Wingwal NOTE: to rema i n The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. BY DESIGN Arash Monsefan DESIGN OVERSIGHT BY DETAILS Oscar CO I CO I SIGN OFF DATE QUANTITIES BYTim Ful ler DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) ■ .► CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana Min & Var A I/%Tr P► .. U - Paint "BRIDGE NO. 54CO065" 02 - Paint "CHERRY AVE OH" 03 - Remove Existing Concrete Barrier & Steel Railing ® - Remove Existing Concrete Barrier, Steel Railing & Chain Link Railing Type 7 Replace with Concrete Barrier Type 736 (Mod1) & Chain Link Railing Type 7 (Mod1 ) 05 - Remove Existing AC overlay and replace with Polyester Concrete and PCC Overlay UTILITIES U- 6-5'' Electrical Conduits ( Southern California Edison) 2 - 12'' Dia Water Line in 20" casing (Fontana Water) 30 - Future Utility Opening 4O - 6-11/2" Conduits for Fiber Optics 5O - 2-5'' Conduits for Future Ut i I i t i es O- 3'' Signal �Interconnect�� Conduit, ' -0 II see ELECTRICAL PLANS �11C" Line 79 -200% DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 524 624 r� SPR- 02/01 /12 FESS REGISTERED CIVIL ENGINEER DATE �o Q�0 ION4<' AVENUE OVERHEAD (WIDEN) Pete B. Smith Z 03/29/11 � No. C60122 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet, OF CALZFO��P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL PLAN 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 7O - 2" Loop Detector Conduit, see ELECTRICAL PLANS Exist Cherry Ave 76'-211+ Existing Bridge 38'-1 " lX VVI ICV i 64,' QII- + Prof i I e Grade 6'-1"± Stage 1 Traffic xxx�xp�xxxxxx I I Var var 30+00 72'-4%2'± Min &Varies I Widen I I , _ II 9 0 Min & Var I I = EB Sta 29+73035± 52'-0" ' � EI1058072± I I Elev o Stage 2 Traffic Ln Chain OH I Link 4 5 Temp Rai I i ng Type K, T, Structure Railing 6 200% I Approach Type 7 -- Type R(30D) (Mod1 ), Typ o 0 o a I(Mod) Conc Barrier Type 26(Mod1) 1 = 2 2 i -� PC/PS Conc 3 �' I -Girders, Typ LO NOTES: III > 1.1 II I I I III 1. For "INDEX TO BRIDGE PLANS", ''GENERAL I NOTES" RW I see STANDARD PLANS I ist and QUANTITIES see "RETAINING WALL Concrete Barrier, INDEX TO PLANS sheet. 69611 plains see "ROAD PLANS" 2. For "SECTION A -A", see "UPRR CLEARANCE DIAGRAM 11sheet. LOAD & RESISTANCE LIVE LOADING: HL93 W/"LOW-BOY"; PREPARED FOR THE FACTOR DESIGN PERMIT DESIGN VEHICLE Brett Makley BY CHECKED STATE OF CALIFORNIA LAYOUT Oscar CO I co 1 Arash Monsefan PROJECT ENGINEER SPECIFICATIONS BY COMPARED PLANS SPECS DEPARTMENT OF TRANSPORTATION Jim Rucker Jeremy LaHaye Exist AC Overlay, l''± Exist LI -A _J 7L - TL - _7L cT A (;F7 "C" Line �I 147'-F1/o"+ Min & VnriPs L 1 osure Pour C T A r 1: 1111111111111111MOM�A-1"i �ii�i�AM Profile Grade -1.5%+ TA7 _L7 - �7 - 7L - 7L- 7L- 7F__4 76,_211+ Exist PC/PS Conc I -Girders, Typ Exist Cherry Ave Exist PC/PS Conc I -Girders, Typ NOTES (Cont) 3. For "PILE DATA TABLE" see "FOUNDATION PLAN" sheet BRIDGE NO. 54CO065 CHERRY POST MILES 13.2 ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS o 1 2 3 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 FILE => $REQUEST 1 '_ 53/411 w 0 W 0 J w w Q -69 0 I I 0 W 0 w Q 0 AVENUE OVERHEAD (WIDEN) GENERAL PLAN w Q DISREGARD PRINTS BEARING REVISION DATEMi SHEET OF z � EARLIER REVISION DATES � 10210,112 07/ 10 10/ /10 1 2 5 BRIDGE WIDENING GENERAL NOTES LOAD RESISTANCE FACTOR DESIGN DESIGN: AASHTO LRFD Bridge Design Specifications 4th edition with Interims through 2007 and the CALTRANS Amendments Fouth Edition dated December 2008 except that details taken from Standard Plans dated May 2006 and Strandard Bridge Details XS sheets, are designed using Bridge Design Specifications April 2000 ('96 AASHTO w/ Revisions by CALTRANS) SEISMIC DESIGN: Caltrans Seismic Design Criteria (SDC), Version 1.4 dated June 2006, with Appendix B ARS updates DEAD LOAD: Includes 35 psf for future wearing surface. The deck load between the girders has been increased by a factor of 10% to a I I ow for the use stee I deck forms LIVE LOADING: HL93 and permit design load. SEISMIC LOADING: Soil Profile: VS30 = 1 1 1 5 ft/sec Moment Magnitude: Mmax = 6.5 Peak Ground Acceleration 0.567g 2.0 1.8 S' 1.6 c 1.4 U.-0 1.2 +- 0 1.0 0.8 a 0.6 0.4 Q 0.2 0 STANDARD PLANS (DATED MAY 2006) Al OA Al OB Al OC Al OD A62C BO -1 BO -3 BO -5 BO -1 3 B6-1 0 RSP B6-21 B1 1-47 B11-52 B11-54 B11-56 ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2) SYMBOLS (SHEET 1 OF 2) SYMBOLS (SHEET 2 OF 2) 2 LIMITS OF PAYMENT FOR PLANS EXCAVATION AND BACKFILL BRIDGE OVERLAY DETAILS BRIDGE DETAILS BRIDGE DETAILS UPRR CLEARANCE BRIDGE DETAILS 15 BRIDGE DETAILS UTILITY OPENING T -BEAM 4 JOINT SEAL (MAXIMUM MOVEMENT RATING = 2) CABLE RAILING PRECAST PRESTRESSED CHAIN LINK RAILING TYPE 7 5 CONCRETE BARRIER TYPE 26 17 CONCRETE BARRIER TYPE 736 1 PLAN SYMBOLS A Section Identification 19 Standard Plan (May 2006) Sheet No. Deta i I No DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 525 1 624 SSR- 02/01/12 FESS REGISTERED CIVIL ENGINEER DATE �o QUO IO/I'q� Pete B. Smith - 03/29/11 Z No. C60122 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. ST TF OF CA FO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 INDEX TO BRIDGE PLANS SHEET NO. TITLE SHEET NO. TITLE 1 GENERAL PLAN 13 TYPICAL SECTION 2 INDEX TO PLANS 14 OVERLAY DETAILS 3 UPRR CLEARANCE DIAGRAM 15 GIRDER LAYOUT 4 DECK CONTOURS 16 PRECAST PRESTRESSED I GIRDER (LRFD) 5 FOUNDATION PLAN 17 APPROACH DETAILS NO. 1 6 ABUTMENT 1 LAYOUT 18 APPROACH DETAILS NO. 2 fy = 60 ks i' 7 ABUTMENT 2 LAYOUT 19 STRUCTURE APPROACH TYPE N(30D) 8 ABUTMENT DETAILS NO. 1 20 STRUCTURE APPROACH TYPE R(30D) 9 ABUTMENT DETAILS NO. 2 21 STRUCTURE APPROACH DRAINAGE DETAILS 10 ABUTMENT DETAILS NO. 3 22 LOG OF TEST BORINGS 1 OF 4 11 REMOVAL DETAILS NO. 1 23 LOG OF TEST BORINGS 2 OF 4 12 REMOVAL DETAILS NO. 2 24 LOG OF TEST BORINGS 3 OF 4 STRUCTURE EXCAVATION (BRIDGE) 1 9417 25 LOG OF TEST BORINGS 4 OF 4 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES BY Arash Monsefan BY Ivan Martin BY Tim Fuller CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54CO065 CHERRY POST MILES 13.2 CONTRACT NO.: 08-468004 0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 n, Lij Period (sec) AVENUE OVERHEAD (WIDEN) -ZO -Z��� I I QUANTITIES PLANS REINFORCED fy = 60 ks i' REMOVE ASPHALT CONCRETE SURFACING 79110 SY CONCRETE: f = 3 0 6 ks i unless ess otherwise shown. c , REVISION DATES SHEET OF z 02/01/1217107 10/ /10 PRPARE CONCRETE BRIDGE DECK SURFACE 89297 SF n = 8 BRIDGE REMOVAL (PORTION), LOCATION A 1 LS STRUCTURE EXCAVATION (BRIDGE) 1 9417 CY PRESTRESSED CONCRETE See "PRESTRESSING NOTES" on "PRECAST PRESTRESSED STRUCTURE BACKFILL (BRIDGE) (APSLAB) TSTEELEPILING 19551 34 CY CY I GIRDER (LRFD)" sheet FURNISH (HPH 1 4x89) 39703 LF DRIVE STEEL PILE (HP 14x89) 99 EA STRUCTURAL CONCRETE, BRIDGE FOOTING 216 CY STRUCTURAL CONCRETE, DECK OVERLAY 63 CY STRUCTURAL CONCRETE, BRIDGE 650 CY STRUCTURAL CONCRETE, APPROACH SLAB ( TYPE R MOD) 181 CY CONSTRUCTION NOTES LEGEND SLAB (TYPE N MOD) CY PAVINGURAL NOTCHONCRETEEXTENSIONPPROACH 11� CF DRILL AND BOND DOWEL 790 LF Abutment 1 and 2 backf i I I to be placed simuItaneousIy Q - Structura I Concrete, Bridge FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (1 00'-1 1 0') 13 EA ERECT PRECAST PRESTRESSED CONCRETE GIRDER 13 EA superstructure has been completed. eted o but only after su p p FURNISH POLYESTER CONCRETE OVERLAY 539 CF At no time shall the fill behind one abutment be more than - structural Concrete, Bridge Footing PLACE POLYESTER CONCRETE OVERLAY 5,266 SF 2'-0" higher than behind the other abutment. JOINT SEAL (MR = 1 ") 156 LF - Precast Prestressed Concrete I Girders BAR REINFORCING STEEL (BRIDGE) 2359810 LB (see "PRECAST PRESTRESSED I GIRDER (LRFD)" sheet) PREPARE AND STAIN CONCRETE WELDED STEEL PIPE CASING (BRIDGE) 139577 70 SF LF CHAIN LINK RAILING (TYPE 7 MOD1) 344 LF - Structural Concrete, Bridge (f'= 4.5 ksi @, 28 days) CONCRETE BARRIER (TYPE 26 MOD1) 172 LF CONCRETE BARRIER (TYPE 736 MOD1) 172 LF - Structural Concrete, Approach Slab CONCRETE STRENGTH AND TYPE LIMITS No Scale DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES BY Arash Monsefan BY Ivan Martin BY Tim Fuller CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54CO065 CHERRY POST MILES 13.2 CONTRACT NO.: 08-468004 n, Lij AVENUE OVERHEAD (WIDEN) I I INDEX TO PLANS W Q DISREGARD PRINTS BEARING EARLIER REVISION DATES REVISION DATES SHEET OF z 02/01/1217107 10/ /10 01/ 11 2 25L/5 111'-1" ± (Measured along "C" Line) UPRR R/W I I 1 URR) CL(E) 23'-1 1 "± (Min) 15'-+ PFE TCE NOTES 1 . Elevation(s) of Proposed and Future tracks are assumed equal to the highest existing track BB eIevation(s). UPRR R/W 2. Track alignments are based on the schematic from UPRR Capacity Stra i ght I i ne, Alhambra Subdivision, February 2008. Track alignment i s ongoing by UPRR. 20'± 15'-+ 32'-4"± (Min) 3. Any shoring system that impacts the Ra i I road's 14 /_911+ operation and/or supports the Ra i I road's embankment sha I I be designed and constructed per Railroad Guidelines for Temporary Shoring . 30+00 \IATC . The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN UCJluIV vv�nJaun� DETAILS SIGN OFF DATE QUANTITIES DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) Iy') 29+00 SECTION A -A UPRR CLEARANCE DIAGRAM 1 "=1 0' LEGEND I , (RR) - �I I -1'± Min Vert Clr (R) - er Proposed OH (P) - I ' -nning Top of Rail B/R - Base of Rail -5" CIr under Permanent Footing Easement TCE - I 23/-811 Min I I , I I 'I TCE,see I 23 � I I ; I ' I , I , ------ ��----- r -------Vert CIr -- -------- --� --- Note 9I i un I 1-77--/-7------I,J 12/_0.. 12/_0.. Exist 16'' W�` Fue I I i ne a� -- Fiber Optic (to (Kinder �o I Morgan) a X 23 � 12'-6" 15/-6" cv N j line (Kinder I Ex Q1 I c +I I I z 1 1 1 N / II 7 -9 T/ R , II I 7 -9 1 � I I I n �(R) T/R 1 I I I I ' B/R I I Limits of (DU) Approx OG along Shoring Zones T 0 x left edge of deck 9 yP� ', ,-'�-71 ,-'' -�1 a� 0 1 L—\ 2 Note 14 2 -'' 1 0 5 ZONE A 1.5 Datum E I ev=1 000.00' +I 30+00 \IATC . The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN UCJluIV vv�nJaun� DETAILS SIGN OFF DATE QUANTITIES DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) Iy') 29+00 SECTION A -A UPRR CLEARANCE DIAGRAM 1 "=1 0' LEGEND (E) - Existing Track (RR) - �I I -1'± Min Vert Clr (R) - er Proposed OH (P) - I ' -nning Top of Rail B/R - Base of Rail -5" CIr under Permanent Footing Easement TCE - I st OH 1 I I I I I , I I 'I I I I B/R � I I ; I ' I , I , ------ ��----- I I ZONE C --- LLL____ I 1-77--/-7------I,J Exist 16'' Exist Level 3 Fue I I i ne a� -- Fiber Optic (to (Kinder o — be relocated) Morgan) a 0 o Exist 20" Fuel n line (Kinder v C_ �- � Morgan) c +I N I I � (E) - Existing Track (RR) - Existing Track to be Removed HL93 W/"LOW-BOY"; PERMIT DESIGN VEHICLE CHECKED Arash Monsefan PLANS AND SPECS COMPARED Jeremy LaHaye and reconstructed (R) - Existing Track to be Removed (P) - Proposed Track T/R - Top of Rail B/R - Base of Rail PFE - Permanent Footing Easement TCE - Temporary Construction Easement 4. Erection over the Rai I road's right-of-way sha I be designed to cause no interruption to the Railroad's operation. Erection over the Railroad's track shall be developed such that it enables the tracks) to remain open to traffic per Railroad requirements . 5. The elevation of the existing top-of-ra i I shall be verified before beginning construction . All discrepancies sha I I be brought to the attention of the Ra i I road pr i or to construct i on. 6. The proposed grade separation project sha I I not change the quantity and/or characteristics of the f I ow i n the Ra i I road d i tches and/or dra i nage structures. 7. The contractor sha I I subm i t a proposed method of erosion and sediment control and have the method approved by the Railroad prior to beginning any grading on the project site 8. For Railroad coordination, please refer to the Ra i I road's Coordination Requirements as part of the specifications or Special Provisions of the project. 9. No construction activities or other obstructions shall be placed within these limits. 10. All demolitions within the Rail road's right-of-way and/or demolition that may impact the Railroad's tracks or operations shall be in compliance with the Railroad's Demolition Guidelines. 1 1 . All permanent clearances shaII be verified before project closeout. 12. Within the Rail road's right-of-way, Railroad requirements do not allow work within 50 feet of track centerline when a train passes the work site and all personnel must clear the area within 25 feet of the track centerline and secure all equipment. 13. Fa l sework clearances shall comply with minimum construction clearances. 14. For Information on shoring zones, reference ''General Shoring Requirements" of the "BNSF Railway- Union aiIway- Union Pacific Railroad Guidelines for Railroad Grade Separation Projects" BY Arash Monsefan CHECKED David Ling LOAD & RESISTANCE LIVE LOADING: FACTOR DESIGN BY LAYOUT Oscar Co I co I BY SPECIFICATIONS J i m Rucker HL93 W/"LOW-BOY"; PERMIT DESIGN VEHICLE CHECKED Arash Monsefan PLANS AND SPECS COMPARED Jeremy LaHaye PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION BRIDGE NO. 54CO065 BY Oscar Co I co I CHECKED Seung-yeo I Lee POST MILES BY Tim Ful ler CHECKED Yihong Wang 13.2 ORIGINAL SCALE IN INCHES I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 526 1 624 Says 02/01/12 FEss REGISTERED CIVIL ENGINEER DATE �o Quo ION4<' Pete B. Smith - 03/29/11 Z W No. C60122 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. shall not be responsible for the accuracy or Sq CIVIL 1 completeness of electronic copies of this plan sheet. TT F of CALlF0��P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 CROSSING #0018-529.40-A (DOT#746973N) w 0 W 0 J n w w Q 0 I I 0 W 0 J D - w Q 0 n, Li CHERRY AVENUE OVERHEAD (WIDEN) UPRR CLEARANCE DIAGRAM W Q CONTRACT NO.: 08-468004 REVISION DATES SHEET OF z DISREGARD PRINTS BEARING L. EARLIER REVISION DATES � 02/01/12 07/<11�110 01/ 11 3 2 5 C Abut 1057 116vI&-- The Contractor sha I I verify all Edge of Deck controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) PLAN 1 "=1 0' DESIGN BY Arash Monsefan BY DETAILS Ivan Martin QUANTITIES BY T I til Ful ler CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Structure Approach BRIDGE DECK GRADES BB 1 2 6 Station 28+62026 28+76048 28+91041 29+06035 Offset 0.7746 Lt 0.1624 Lt 0.4955 Line A Existing ± 1055.80 1056039 1056.69 204204 Proposed 1057006 1057036 1057065 Existing ± Station 28+62026 28+75074 28+90071 1057.60 Offset 1501288 1507579 1604318 Line B Existing ± 1056.16 1056059 1056.90 REVISION DATES Proposed 1056079 1057008 1057038 29+50059 Station 28+62026 28+75000 28+90002 1701180 Offset 31.2318 31.8363 32.5499 Line C Existing ± 1056.51 1056080 1057.11 1057.48 Proposed 1056.51 1056080 1057.11 Proposed Station 28+62026 28+74025 28+89012 1058035 Offset 4703306 4708903 4805598 Line D Existing ± 1056.27 1056054 1056.86 Proposed 1056.27 1056054 1056.86 3409189 Station 28+62026 28+73051 28+88057 1057039 Offset 6303167 6307903 6405956 Line E Existing ± 1056003 1056028 1056060 1057055 Proposed 1056003 1056028 1056060 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 527 624 r C-A� SPR- 02/01 /1 2 FEss REGISTERED CIVIL ENGINEER DATE Quo jON4 03/29/11 Pete B. Smith - Z PLANS APPROVAL DATE NoM � . C60122 The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. ST TF of CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Note: A I I offsets are to the right of "C" Line 9 unless noted otherwise BRIDGE DECK GRADES 3 4 5 6 7 EB CHERRY Station 29+06035 29+21030 29+36023 29+51017 29+66012 29+73033 Offset 101767 107840 204204 209822 304395 306625 Line A Existing ± 1056.99 1057024 1057.40 1057052 1057.60 1057064 CONTOURS Proposed 1057091 1058013 1058031 1058048 1058061 1058067 REVISION DATES Station 29+05068 29+20065 29+35062 29+50059 29+65056 29+73033 07/ 10110/ Offset 1701180 1706952 1802848 1808464 19038 1906458 Line B Existing ± 1057.19 1 057044 1057.48 1057.73 1057.84 1057.91 Proposed 1057062 1057088 1057093 1058022 1058035 1058042 Station 29+05000 29+20000 29+35000 29+50000 29+65000 29+73033 Offset 3301483 3307653 3403562 3409189 3504535 3507383 Line C Existing ± 1057039 1057063 1057055 1057095 1058008 1058017 Proposed 1057039 1057063 1057055 1057095 1058008 1058017 Station 29+04040 29+19034 29+35038 29+49041 29+64044 29+73033 Offset 4902727 4908351 5004206 5009913 5105270 5108308 Line D Existing ± 1057.15 1 057042 1057.44 1057.73 1057.84 1057.90 Proposed 1057015 1057042 1057044 1057073 1057084 1057090 Station 29+03063 29+18069 29+33075 29+48091 29+63088 29+73033 Offset 6501330 6507483 6603484 6609031 6704246 6707831 Line E Existing ± 1056.91 1057.21 1057.33 1057.51 1057.60 1057.63 Proposed 1056091 1057021 1057033 1057051 1057060 1057063 PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION NOTES: 1. Contours Intervals = 0.10 f t o 2. Contours do not include camber° 3. X- Indicates 10' intervals a1ong "C" Line 4. []] - indicates even foot contours Brett Mak I ey PROJECT ENGINEER UNIT 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. CHERRY AVENUE OVERHEAD (WIDEN) 54CO065 POST MILES 13.2 DECK CONTOURS DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT N0. 08-468004 EARLIER REVISION DATES 02/01/12 07/ 10110/ /10 1 01/ 11 4 2 5 w I I 0 W 0 J !Z w w Q -69 0 I I 0 W 0 w Q 0 w V) I I W Q RW 21 LOL, see Stubwo I I LOL ''RETAINING WALL 21 " plains "C" Line BENCHMARK SURVEY CONTROL B.m. #1 Pt. 5001 N: 1846561 .879 E: 671 6362.1 30 Set Rebar w/"AECP LS 4430" Plug 30'± S'LY OF RAILS, 100± W'LY OF CHERRY EIev 1025.534 B.M. #2 --- R=8076000' X10207-77 � 1111111110 INN [•L[• I I � �Lo UPRR Track II I� I I,0 I I » 0 1 1 » I 0 0 I»1 1 01 7.33 I I I I I I. o 1 1 1» I I _ I I I _11 �- o » Sta 28+63.09 I • I I I — I 1 0 c 28+00 + I I 1 020 0 03_ I I+ I I I I II I I Exist Abu 1 I I I to remain I+ I I I RW 22 LOL E3ee "RETAINING NALL 22" plans I I I I I 1 -10 - - - -� _ 50 0 0 'I 4- 1 11I I 10 4 0 Exist RW & 31 pile cap to rema l I I 1 11 0 0 I 1020 I —W II Pt. 5002 N: 1846574.454 E: 6716783.325 Set Rebar w/"AECP LS 4430'' �- Plug 30'± SLY OF RAILS, 300 + E'LY OF CHERRY EIev 1 027.1 34 W NOTES: O a o IN, Q 1. Not all piles shown o o a 2. For limits of excavation & backf i 1 1, see A62C J �o W U- 0 NOTE: U Z The Contractor shall verify all W controllingfield dimensions o before ordring or fabricating o any material. III I N SCALE: No Scale I VERT.DATUM NAVD88 I HORZ.DATUM NAD83(NRS 2007) DESIGN BY Arash Monsefan DESIGN OVERSIGHT PHOTOGRAMMETRY AS OF: 9/24/2007 ALIGNMENT TIES BY BY BY DETAILS Ivan Martin SURVEYED J. El I i ott DRAFTED B. Anderson BY SIGN OFF DATE FIELD CHECKED BY BY M. Noreen CHECKED J . Ned I i k QUANTITIES Tim Fuller FOUNDATION PLAN SHEET (ENGLISH) (REV.7/16/10) W 1 I 1 I 1 I , I I 1 I I , I 1 , I I 1 1 1 I 1 I 1 I , I 1 -I W W 4 PLAN 1 "=20' CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS I M 1 I 1 I, I I I 1 �-4 1 1 ISI RW 680 LOL see "RETAINING WALL 680" plans Ians O I;T O O U-) 1020.30 O v, 0 Remove Exist RW & pile cap Sta 29+72.52 I 4 I 30+00 I I I +' tj 10 2 1 .03± I 1 I I I RW 696 LOL I i see "RETAINING WALL 696" +� plans I I I I W- 0 v, O O Ln o o O X11 �I DIST N�,- W ROUTE POST MILES TOTAL PROJECT I 1 I +IM 08 SBd 10 12.3/14.1 I i al0 Fiber Optic 1 I 00 Ln 00 N I,.' O IZI N 1 I 1 I 1 I , I I 1 I I , I 1 , I I 1 1 1 I 1 I 1 I , I 1 -I W W 4 PLAN 1 "=20' CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS I M 1 I 1 I, I I I 1 �-4 1 1 ISI RW 680 LOL see "RETAINING WALL 680" plans Ians O I;T O O U-) 1020.30 O v, 0 Remove Exist RW & pile cap Sta 29+72.52 I 4 I 30+00 I I I +' tj 10 2 1 .03± I 1 I I I RW 696 LOL I i see "RETAINING WALL 696" +� plans I I I I W- 0 v, O O Ln o o O X11 �I DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 528 1 624 B SSR- 02/01/12 Fiber Optic FESS REGISTERED CIVIL ENGINEER DATE �o QUO IOA14<' Yes ® Pete B. Smith Z 03/29/11 No No. C60122 PLANS APPROVAL DATE M The State of California or its officers or agents Exp. CIVIL No shall not be responsible for the accuracy or ST P q 1 TF completeness of electronic copies of this plan sheet. OF CALZFO�� SANBAG Abut 1 1170 W 3RD STREET 280 SAN BERNARDINO, CA 92410 +1005 (c) T.Y. LIN INTERNATIONAL 280 3550 VINE STREET, SUITE 120 PLAN RIVERSIDE, CA 92507 LEGEND Indicates bottom of footing e I evat i on - Denotes Exist Battered Pile Denotes Exist Vertical Pile Denotes Vertical Pile z - Denotes Battered Pile 1 : 3 (Hor i z o Vert) o - Exist Electrical Pole with Exist Electrical Line - OH - Exist Traffic Signal (to be removed) - Indicates benchmark location EXISTING UTILITIES Label Utility Type Owner To Be Relocated 1 16'' Fuel Kinder Morgan No 2 20" Fuel Kinder Morgan No O3 Fiber Optic Leve 1 3 Communications Yes ® Overhead Sign - No O5 15" Water Fontana Water No 211=173 LM Oft Note: Des i gn t i p e I evat i ons are contro I I ed by: (a) Compress i on, (c) Sett I ement, (d) Latera I Load The spec i f i ed tip elevation sha I I not be raised above the design t i p elevations for settlement and lateral I oad PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST W D W 0 J w NOMINAL RESISTANCE (kips) DESIGN TIP SPECIFIED TIP Nominal LOCATION PILE TYPE BRIDGE NO. ELEVATIONS ELEVATION Driving Resistance COMPRESSION TENSION (feet) (feet) (Kips) +981 (a) Abut 1 HP 14X89 280 0 +1005 (c) +981 280 FOUNDATION PLAN +987 (d) 13.2 +985 (a) � Abut 2 HP 14X89 260 0 +1008 (c) +985 260 Q +990 (d) REVISION DATES SHEET Note: Des i gn t i p e I evat i ons are contro I I ed by: (a) Compress i on, (c) Sett I ement, (d) Latera I Load The spec i f i ed tip elevation sha I I not be raised above the design t i p elevations for settlement and lateral I oad PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST W D W 0 J w BRIDGE NO. CHERRY AVENUE OVERHEAD (WIDEN) 54CO065 POST MILES FOUNDATION PLAN 13.2 � Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z C:� 02/01/12 07/ 10 10/ /10 01/ 11 5 2 5 CONTRACT NO.: 08-468004 EARLIER REVISION DATES � "C" Line � Remove Existing RW & abutment stubwall9 see ''REMOVAL DETAILS NO. 1 and NO. 2'' sheets RW 21 9 ' see "RETAINING WALL 21 " plans B 12 equal spaces along C Abut 71--/3'-0" see Note 7 1 -3'x1/-711x1/2' - Stubwa I I LOL Exist Abut 1 A Neoprene girder Girders, Typ pad, Tot 13 Stubwa 11 9 see Note 1 ------ i==T-l- _ _ _ ±2 _ 77r__ _ L___1 _ MOTES: 1. End stubwa I I at back of footing 2. Not all piles shown 3. � Denotes bundled bars. 4. For ''SECTION B -B" see ''ABUTMENT DETAILS NO. 2'' sheet. 5. For details not shown, see ''ABUTMENT DETAILS NO. 2" sheet 6. For utility opening details, see ''ABUTMENT DETAILS NO. 3'' sheet 7. For spacing, see ''GIRDER LAYOUT'' sheet 8. For ''SECTION F -F"9 see ''ABUTMENT DETAILS NO. 1'' sheet 9. Prepare and stain entire exposed surface of return wa I I . Joint Seal � Abut 1 Type A9 MR=1 " B6-21 BB Structure 10" DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 529 624 �� B SSR- 02/01/12 FESS REGISTERED CIVIL ENGINEER DATE �o QUO S10 REGISTERED Pete B. Smith - 03/29/11 Z No. C60122 PLANS APPROVAL DATE M The State of California or its officers or agents Exp. CIVIL ST shall not be responsible for the accuracy or q 1 TF completeness of electronic copies of this plan sheet. OF CALZFO��P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Approach 0 - , 9.. Abut 1 6'-7�/2" A 72'-4y2ll 1'-0�� -� --- _ � r ti I i ty Opening 9 Face of existing Abut see Note 6 I to be f I ush w/new Abut g #1 1 1 2" PLAN ; i/811=1 ,_0il Strip BO -1 0 1 L 7 P # @, 9 "C" Line waterstop 1-3 1I 1'C\j - - -I ----- between girders ( a I van i zed) 111111. 189/-711± #11 � 12 i 1 I g g Limits of Prepare and Stain Concrete -�-' ' �See Note 5 Ilk L N � Expanded poIystyrene9 L o `- see "ABUTMENT DETAILS > L ° NO. 3" sheet + 0 0 �_ o - QQ #6 1 /-oil #5 L Existing RW �, Remove Existing RW & abutment 0 @ - sp I ice with #5 1 '- 3" C to remain stubwa I 1 9 see REMOVAL DETAILS � 0 0 0 #11 stem bar U NO. 1 and NO. 2'' sheets 1' ,' -0 � � 06 X Top of + .\ Ftg + # o 0 #9 6" Cn Approx OG = FG � � • at face of Exp Jt, see ''EXPANSION > N ;,o 0- 2'-2" : 0 JOINT DETAILS" on "ABUTMENT I L Geocompos i to a bar abutment o a� DETAILS NO. 1 sheet _ - Drain see ' y #11 1 2" N \� ''STRUCTURE °0- --------- ° ---------- ------------ o bundled ed 6 Ln --- ------ ------ ---------- ------- ---------------- ------------------ ,, APPROACH DRAINAGE o ----;--------------__------------------------__--- with a bar 12" Note 3 DETAILS" sheet bar 0- -----_ ----------- �— r-r_r_r-r---__—__ -------- ,� 2'-10" --- ----—-- — -- — -- _ - 12 �2S # 2'' C I r o Existing return wa I I Note 2 BAR ELEVATION Typ 0 to remain, see Note 9 B0-3 '-- --- FG �' ;_ Weep Holes Spaced 3-1 No Scale .N See BAR c bar J v . W ELEVATION Evenly, Tot 4 - L ELEVATION Remove Existing R & abutment i y 9 ,�, o_ • stubwall9 see ''REMOVAL DETAILS /8 1 -0 = 0 3-#11 top & bottom .0 a C: Li NO. 1 and NO. 2'' sheets HP 14x89, Tot 46�o �LO (Tot 6) over each 3 i row of piles '�' (o �-� See "STEEL PILE Remove top of existing 1 5 Spaces 4'- 5 /4" = 67'-1 /2" steel piles, see "REMOVAL DETAILS Piles °� N F ANCHOR" on o 0 ABUTMENT NO. 1 and NO. 2 sheets # „ o QO a ''C'' Line +IN - T 00 --p - 3 Abut 1 N + + +_� DETAILS NO. 1 sheet w #8 9" -- Il -- #6 @ 1 t - - - —I- - - - - - - - - - - #4 9" along Abut --- T �--��-�-- =moi-�--�- - - -�- �_ __-- - - - - 12 along width 3 Clr = L - — of footing Typ Vertical or QO U Battered 1 1 4'- 5 %4" 6'- 81/2 " 6/-8 �/ "6'- 8 �/ " 7 Spaces 4/-5Y4 " = 31/-411 3 _ _ 1 HP 14x89 7 -7LEGEND:11 5 7 1 1 1 3 6 0 " 4-5/4ll 4-5%476Steel P i les - Denotes Exist Vertical Pile 0NOTE• 10-5 15 Spaces 4-5/4 67-1 /2 t - Denotes Ex i st Battered P i I e 14 '-0" (s I ope as dictated The Contractor sha I I verify all by PILE LAYOUT) w - Denotes Vertical PileSECTION controlling field dimensions PILE LAYOUT before ordering or fabricating Y8��=1 /_O11 j - Denotes Battered Pile 1 0 3 (Hor i z Vert) �2"=1 /-0" any material. BY CHECKED BRIDGE NO. Ld D' DESIGNArash Monsefan David Ling PREPARED FOR THE Brett Makley 54C0065 CHERRY AVENUE OVERHEAD (WIDEN) DESIGN OVERSIGHT BY CHECKED DETAILS STATE OF C Oscar Co I co I Seung-yeo I Lee PROJECT ENGINEER POST MILES II QUANTITIES BY CHECKED DEPARTMENT OF TRANSPORTATION 13.2 ABUTMENT 1 LAYOUT W SIGN OFF DATE T I ril Ful ler Y i hon Wan < Q DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF Li FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES 02/01/12 10�ioj1�1101701/11j 6 25 � FILE => $REQUEST .\\ , Y �I I DETAILS NO. 1 sheet w #8 9" -- Il -- #6 @ 1 t - - - —I- - - - - - - - - - - #4 9" along Abut --- T �--��-�-- =moi-�--�- - - -�- �_ __-- - - - - 12 along width 3 Clr = L - — of footing Typ Vertical or QO U Battered 1 1 4'- 5 %4" 6'- 81/2 " 6/-8 �/ "6'- 8 �/ " 7 Spaces 4/-5Y4 " = 31/-411 3 _ _ 1 HP 14x89 7 -7LEGEND:11 5 7 1 1 1 3 6 0 " 4-5/4ll 4-5%476Steel P i les - Denotes Exist Vertical Pile 0NOTE• 10-5 15 Spaces 4-5/4 67-1 /2 t - Denotes Ex i st Battered P i I e 14 '-0" (s I ope as dictated The Contractor sha I I verify all by PILE LAYOUT) w - Denotes Vertical PileSECTION controlling field dimensions PILE LAYOUT before ordering or fabricating Y8��=1 /_O11 j - Denotes Battered Pile 1 0 3 (Hor i z Vert) �2"=1 /-0" any material. BY CHECKED BRIDGE NO. Ld D' DESIGNArash Monsefan David Ling PREPARED FOR THE Brett Makley 54C0065 CHERRY AVENUE OVERHEAD (WIDEN) DESIGN OVERSIGHT BY CHECKED DETAILS STATE OF C Oscar Co I co I Seung-yeo I Lee PROJECT ENGINEER POST MILES II QUANTITIES BY CHECKED DEPARTMENT OF TRANSPORTATION 13.2 ABUTMENT 1 LAYOUT W SIGN OFF DATE T I ril Ful ler Y i hon Wan < Q DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF Li FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES 02/01/12 10�ioj1�1101701/11j 6 25 � FILE => $REQUEST Traffic Sign Po Support, see "Al DETAILS NO. 1 " s Abut 2 i i RW 680, SE "RETAINING 680" plans Remove Existing RW & abutment stubwa I I, see "REMOVAL DETAILS NO. 1 and NO. 2" sheets > i st Abut 2 RW 680, see PLAN "RETAINING WALL Wall expansion joint, T680" plans i/811 1 '-011 1 59/-71/211± + "C" Line see "RETAINING WALL 680" plans Limits of Prepare and Stain Concrete ----- Traffic sign & post support, --�7 -- ---- I see ABUTMENT DETAILS NO. 1 sheet I II I I I - I I - L ----- I , I I I ----- Remove Existing RW & abutment -- L_____; stubwa I I, see "REMOVAL DETAILS NO. 1 and NO. 2" sheets --� --� , - --I---! --- -! --- �- --_____ Exp Jt, see "EXPANSION JOINT DETAIL on ABUTMENT G L---- DETAILS NO. 1 " sheet Approx OG = FG at ; ; ----- I face of Abutment I I -- I ; ----- 10 0 -------------- -----J Note 1 (BO -3 Weep Holes Spaced ELEVATION 3-1 Evenly, Tot 4 i/811=1 '-01' � Piles � Abut 2 N \1 A T C . HP 1 4x89, Tot 53 4'- " 11 1 %4 10 Spaces @, 4/-7" = 45/-10 " 5 - 53/4 The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 3,_ 31/211 4 Spaces @, 4'-7" 1 8 -4II ___ -1 __—_- + + I + 11 Spaces @, 4-7" = 50/-511 3/-711 17 Spaces d► 4/-V = 77/-11 " PILE LAYOUT BY DESIGN Arash Monsefan BY DETAILS Oscar Co I co I QUANTITIES BY Tim Fuller J_ -L 5,_^11 ace of existing Abut o be flush w/new Abut I I III I I Mrd..r..r.w 1. Not all piles shown. 2. For "SECTION A -A", see "ABUTMENT 1 LAYOUT" sheet. 3. For spacing, see "GIRDER LAYOUT" sheet. 4. For "SECTION C -C" see "ABUTMENT DETAILS NO. 1 " sheet. 5. For utility information not shown, see le Note 6 on ABUTMENT 1 LAYOUT" sheet. Remove Existing RW & abutment stubwa I I , see "REMOVAL DETAILS NO. 1 and NO. 2" sheets Remove top of existing steel piles, see "REMOVAL DETAILS NO. 1 and NO. 2" sheets "C" Line 1 I I LEGEND: + - Denotes Exist Vertical Pile t - Denotes Exist Battered Pile _ - Denotes Vertical Pile - Denotes Battered Pile 1 0 3 (Hor i z o Vert) CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION I I I I I I UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54CO065 CHERRY POST MILES 13.2 CONTRACT NO.:08-468004 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 5301 624 S mJL 02/01/12 FESS REGISTERED CIVIL ENGINEER DATE �0 Quo IO�gC Pete B. Smith 03/29/11 0 rn z PLANS APPROVAL DATE u No. C60122 The State of California or its officers or agents 41 Exp. shall not be responsible for the accuracy or 4>1 CIVIL tiP completeness of electronic copies of this plan sheet. TF OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 AVENUE OVERHEAD J Q -69 0 I I 0 IJ 0 J w Q 0 n, Lij (WIDEN) I I ABUTMENT 2 LAYOUT W Q REVISION DATESSHEET OF z DISREGARD PRINTS BEARING LLJ� EARLIER REVISION DATES 02/01/12 1!��10 11�Aol/ 7 2 5 Concrete S Sidewalk Ra see "ROAD P #7 ext into f L - T r r^1 -P -Pin C 1 r f n !^1 SECTION C -C /211=1 /_011 The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) �crete Barrier De 26(Mod) JewaIk Slab #5 St i rrt rn I #9 00 rTc per ancr #7 1 O Ib 2/-211 #5 0 or #7 Tot 16 Traffic Signal SECTION D -D Y4 = _1 /_011 SECTION E -E Top of abutment foot i r- #4 9" along Abut 12 along width of footing Y411=1 /_011 BY DESIGN Arash Monsefan DETAILS BY Oscar Co I co I QUANTITIES eY T 1171 Fuller SECTION F -F 11=1 /_011 /2 CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS #6 � End diaphragm reinforcement, Note 3 #5 1-1 #5 Tot 4 /2" Expansion joint fi I ler Traffic Signal Abut 2 Abutment Stem reinforcement Bottom #6 Top and Bottom T A Abutmer d i aphrai, corbel oottom of abutment footing 6 /_ 011 Additional #7 @, 69 Top and Bottom, Both ways, DETAIL A DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 5311 624 SmJL 02 /01 /1 2 FESS REGISTERED CIVIL ENGINEER DATE �0 Quo IO�gC Pete B. Smith Z 03/29/11 U No. C60122 rn PLANS APPROVAL DATE The State of California or its officers or agents Exp. shall not be responsible for the accuracy or s>q CIVIL tiP completeness of electronic copies of this plan sheet. OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 /211=1 /_011 Traffic Signal Post, RW 680 PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION VIEW G- G Y411=1 /_011 DLANS' Barrier Slab VVU I I jV I I I I, see "RETAINING WALL PLANS" 1. Piles and additional reinforcement not shown for clarity. 2. For details not shown, see "APPROACH DETAILS NO. 211 sheet. 3. See "ABUTMENT DETAILS NO.3" sheet for reinforcement. 4. See "GIRDER LAYOUT" sheet for reinforcement. 5. See "ABUTMENT 1 LAYOUT" sheet for details of #7 bar. 6. For location of "SECTION F -F" see "ABUTMENT 1 LAYOUT" sheet. UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> `1;REQUEST Li 0 11 0 W 0 J Li Q 0 BRIDGE NO. w CHERRY AVENUE OVERHEAD (WIDEN) 7D 54C0065 I POST MILES 13.2 ABUTMENT DETAILS NO. 1LLJ Q DISREGARD PRINTS BEARING REVISION DATESSHEET OF z � CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 102/01/12 071/�1�Aol/ 8 225 B O- 4 A" F-_ \/ ri \/ rn r7 i l o ri 1/2'' Expansion Joint F i I ler PUPS Conc Optional cons Apprc #7 it RW 21 SECTION B -B NOTE: % =1 '-0" The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) S insion fig see _L 21" plans Structure App - - '_ Stubwa LOL SECTION BY DESIGN Arash Monsefan BY DETAILS Oscar Co I co I QUANTITIES BY T I til Ful ler 3/811=1 /_OII :tend into )utment foo C) Ta Qo C -C CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS (BO -1 Strip Q:!) Waterstop Existing Abutment /_11 C..r,rr%r% i /-% r"% DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 532 1 624 f� B SSR- 02/01/12 FESS REGISTERED CIVIL ENGINEER DATE �o QUO ION4<' ��eFc )utment stem Pete B. Smith - 03/29/11 Z ick face W No. C60122 M PLANS APPROVAL DATE The State of California or its officers or agents it Exp. shall not be responsible for the accuracy or ST q CIVIL 1 completeness of electronic copies of this plan sheet, TF OF CALZFO�� P /TUU I IIICI 1 I .7 I GI1� front face W i dened Abutment PART TYPICAL ABUTMENT PLAN EXPANSION JOINT DETAILS 1 =1 '-0�� Stubwal I LOL SECTION D -D 1�2=1 ,_0.. PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION #5 outside face 60° U � # 8 6; `L tot (epoxy conte U .,115( oles of 4 Extend abutment reinforcement within abutment limits UNIT 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 ELEVATION STEEL PILE ANCHORAGE Not To Scale I ting i� o- BRIDGE NO. w CHERRY AVENUE OVERHEAD (WIDEN) 54CO065 I POST MILES 13.2 ABUTMENT DETAILS NO. 2 w Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z CONTRACT NO.: 08-468004 EARLIER REVISION DATES 02/01/1207/ 10 10/ /10 01/ 11 g 2 5 Li #8 x 4'-0" Dowels thru girder Paa, +ry PART ELEVATION - END DIAPHRAGM AT ABUTMENT 1 UTILITY OPENING DATA TABLE NO. UTILITIES WIDTH HEIGHT 10 6 - 511 E I ect r i ca I 2/-211 1 '- 61' O212'' Dia water in 20" ccs I ng 2,-41' 2'-411 OFuture utI I Ity 1/-811 1/-811 I NZ; Prestressed "I" girders lik■ATr Y411=1 ,_011 rar�ti��� yP 1. Adjust #6 bar -bend as necessary to maintain 6" extension of reinforcement 20 Adjust #5 straight bars as necessary at precast girders. 3. For casing through utility openings, see "GIRDER LAYOUT" sheet 4. Abut 1 shown, Abut 2 s i m i l aro 5. Opening sizes provided refer to end & i ntermed I ate diaphragms 6. See "ABUTMENT 1 LAYOUT" sheet for deta i I s of #7 baro _LL r- r�_ -_L #5 Bottom bars, see Note 2 The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Stubwa I I , see ''ABUTMENT DETAILS l� #4 1 Gli SECTION B -B 3/411-1 ,_01l BY DESIGN Arash Monsefan BY DETAILS Ivan Martin QUANTITIES BY T I til Ful ler �/2�� Dia TyP CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 6'-0" #6 1211 Place parallel 31, to � Girder 1 '- 6" #4 �,� 1/-611 "'6, 11 between girders I_ • • _ __ #4 Cont — #5 L @, 12" g between girders - #5 Cont Tot 4 — Utility opening End of girder — #7 , Note 6 Over I ay Reinforcing �/2'' Expansion joint f i I ler --,,, I 0 I 0 f I I I I I • I I rB-5 B0-5 5-10 5-11 Limits of or & Distribution Reinf _4" Fi I let COUNTY ROUTE #5 Cont Tot 10 Top and Bottom, Extend to Edge of Deck 533 #5 Tot 4 -40 SSR- 02/01 /1 2 Between girders DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 533 624 -40 SSR- 02/01 /1 2 FEss REGISTERED CIVIL ENGINEER DATE �o QUO IONq� w F 1 0 Pete B. Smith Z 03/29/11 OVERHEAD PLANS APPROVAL DATE cr_ No. C60122 M Exp. The State of California or its officers or agents CIVIL shall not be responsible for the accuracy or qT P STF 1 completeness of electronic copies of this plan sheet, OF CALIFO\� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 #8 Tot 2 Placed through hole in girders /211 x 4" Expanded Polystyrene between girders Varies V-3" 3" @, East Girder, to V-31/2'' @, West Girder SECTION A -A Existing Bridge 2'-611 #5 �— Uri I I and Bond dowe I Tot 4; Y211=1 ,_011 C Closure Pour Staae 1 Construction Exist top of deck I uv lily iivi VI1 extension, see "STRUCTURE APPROACH SLAB TYPE R (30D) 11 sheet SECTION C -C PART ELEVATION - END DIAPHRAGM AT ABUTMENT CLOSURE POUR 11_1 ,_o�l 3/4 PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST I I I and dowels Y411-1 ,_0.. w 0 II 0 W 0 J a_ w Q 0 o- BRIDGE NO. w CHERRY AVENUE OVERHEAD (WIDEN) 54C0065 1 POST MILES 13.2 ABUTMENT DETAILS NO. 3 W Q DISREGARD PRINTS BEARING REVISION DATEAl SHEET OF z CONTRACT N0. 08-468004 EARLIER REVISION DATES � 102101112 07/ 10 10/ /10 1 0 2 5 Cable railing, see "PART ELEVATION - ABUTMENT 1 EXISTING RET WALL" Remove existing stubwc' ' Yd - 1 _ Existing. RW to rema i n 2'-0"± , I Top of existing footing - I � I' I I N Cable railing, see "PART ELEVATION - ABUTMENT 1 EXISTING RET WALL" Existing. RW to remain ELEVATION Remove existing stubwa I I --, I I Abut 1 I —0 T TU L —IU T LIMITS OF CONCRETE REMOVAL - ABUTMENT 1- 1 "=10'-0" li Existing RW to remain ---" PART ELEVATION - ABUTMENT 1 EXISTING RET WALL at top of wal I . 24 Remove existing footing Remove Top of exis+in Iles LEGEND - Bridge Removal (portion), Location A — - - — - Indicates existing concrete HP 14x89 Steel piles, see "ABUTMENT 1 LAYOUT" & "ABUTMENT 2 LAYOUT" sheets for spacing I V Existing bottom I of footing I I I J r I r -I r-IIAIr-I g P +I o 0 - LIMITS LIMITS OF EXISTING PILE REMOVAL 3811=1 ,_011 18'-11"± 33 - 0"± Widening Bottom of Footing H = 16' H = 18' - +I / I I / I Q0 I / I - -- — - -- - --- --- +I +I For removal details, o see "RW 680" plans For removal details _ see "RW 680" plans 0 II J - - NOTE: 1 "=1 0'-0" The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. BY CHECKED DESIGN Arash Monsefan David Ling DESIGN OVERSIGHTBY CHECKED DETAILS Ivan Martin Seung-yeo I Lee QUANTITIES BY CHECKED SIGN OFF DATE Tim Fuller Yihong Wan DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Q0 V-0'' thick at top of wa I I. Battered 1:24 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 534 624 SmJL 02 /01 /12 FESS REGISTERED CIVIL ENGINEER DATE �0 Quo IO�gC 0 Pete B. Smith Z 03/29/11 rn PLANS APPROVAL DATE u No. C60122 rri The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or s�q tiP completeness of electronic copies of this plan sheet. OF CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Remove existing stubwall +1 Q0 M Varies f rom 1 '- 8"+ to 2'-1 0"± ELEVATION / 2'-0"± For removal details, see RETAINING WALL 696" plans +1 QO I I I I + I I I I � I I I I +I -------------- � _—Fi- --- Top of footing Varies from 1/-8"-+ to 2-10± For removal deta i I s, see "RETAINING Remove existing WALL 696" stubwa I I p I ans +I I -, +I ro _ I ro I I I --- _-- _------- I _ � C Abut 2 LIMITS OF CONCRETE REMOVAL - ABUTMENT 2 27'-0"+ w II 0 W 0 J a - W a w Q -69 0 I I 0 W 0 w Q 0 1 "=1 0'-0" PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett PROJECT Makley ENGINEER BRIDGE No. C H E R R Y 54C0065 POST MILES RE 13.2 0 1 2 3 UNIT: PROJECT 2232 NUMBER & PHASE: 08000007441 CONTRACT NO.:08-468004 FILE => $REQUEST 27'-0"+ w II 0 W 0 J a - W a w Q -69 0 I I 0 W 0 w Q 0 Lij AVENUE OVERHEAD (WIDEN) MOVAL DETAILS NO. 1 I I W Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z EARLIER REVISION DATES 80 02/01/12 07/ 10 10/ 10 01/ 11 1 1 2 5 LiLi 64/-0/± ��CE err Exist C Ave xl Cherry LEGEND ------ - Existing structure - Bridge Removal (Portion), Location A +I I +I +I 6� QO N ,�, Existing 1"+ 1 _ _ _ P.M.S. overlay I 61I Remove r ex i s t et wa I I EXISTING BRIDGE TYPICAL SECTION 1/^11_1 /_O11 _ 'Y I I � p► For removal de ta i I s, 11 sWALL 696ee "RETAINING Remove Exist Remove existing plans � i I stubwa I I I stubwa I I �r --------------- _ _-------------- �- -------- �, r1 f I I I I I � I _=7-J L___J F---1 r-- I I I 1 1 1/4 IN�I'II I� I� II II I� � II II II II II II Existing Existing nI I I I I I I I I I I I I I I I I I I I I I I I edge of deck edge of deck A EXISTING ABUTMENT 2 Existing Existing Edge of deck I edge of deck I I Existing wingwall Remove existing I I I I I I I I I I ;, D to remain ret wa I I D I I I 1 111 II II N I I I L L ---IJ __ —LJ - ` ' 1J —L -J-- LJ---------- -- --- I I II ,�� Remove existing stubwa I I Ll Remove existing G stubwaI I I D D -w: a■ATr The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) EXISTING ABUTMENT 1 PLAN 1/811 =1 /_OII IN BY DESIGN Arash Monsefan BY DETAILS Ivan Martin QUANTITIES BY Tim Fuller CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS C 7,_011+ DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 535 624 -19,A41-1 � SmJL 02/01/12 FESS REGISTERED CIVIL ENGINEER DATE �0 Quo IO�gC Pete B. Smith 03/29/11 rn z PLANS APPROVAL DATE U No. C60122 rn The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or s�q tiP completeness of electronic copies of this plan sheet. OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LC_/_Ll LL/_1� Sawcut —� I C 2/_2„+ I B +I +I 0 Q0 I 1 I 1 I 1 I Face of Exist Abut 2 6B;iw,- SECTION A -A ,. 1/211=1 /_011 I I I I I ♦ 1 I Exist End Diaph � I I / ♦I +I +I /1 I I 1 SECTION B -B 1/211=1 ,_011 Sawcut 1,4 VIA' VAI Li /_0 II+ SECTION C -C Y211=1 /_OII 7/_011+ I I / I � Face of Exist Abut 1 ----� I 2/_211+ I I SECTION D -D 211=1 /_OII w I I 0 w 0 J a - W w Q -69 0 II 0 W O J a_ w Q 0 PREPARED FOR THE BRIDGE NO. CHERRY AVENUE OVERHEAD (WIDEN) 7D STATE OF CALIFORNIA Brett Makley 54C0065 POST MILES PROJECT ENGINEER II DEPARTMENT OF TRANSPORTATION REMOVAL DETAILS NO. 2LLJ 13.2 Q UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATESSHEET OF z A,/ LiLi 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 02/01/12 o7i �o ioi �o 12 25 FILE => $REQUEST Chain Link Railing Type 7 ( Mod 1 ) , Typ1 ,_oil B11-52 Conic Barrier Type 26(Mod1) (B11-54 - 00 Drip Groove #5 x 4' Note 1 #5 Con Tot 8 las • Q o) Girder, .0 r Typ a 4 o O � I 1 Note 4 3'-0'' Min & Varies 79'-0'' Min & Varies 69'-0�/2" Min & Varies 60'-0�/2" Min & Varies 67'-4" Min & Varies, see Note 4 44/-3'' Min & Varies E 32/-81/2'' Min & Varies, see Note 3 E 21 '- 2" Min & Varies, see Note 3 -2.0% E T �o a ROUTE I T TOTAL SHEETS 08 SBd 10 12.3/14.1 536 �8 PC/PS Concrete 3 A I -Girder (Typ) Note 3 12 equal spaces varies from 65/-0'' (Min) to 69/-3" (Max) Girder, Typ TYPICAL SECTION 1 /411=1 ,_011 Note 3 BO -5 „ A /„ 5-10 - , Or para I I e I to C abu- a I ong "C” Line NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Top of s i dewa I k PAINT LIMITS i/4��=1 ,-oil PART TYPICAL SECTION 3/411=1 ,-oil Bot of existing g I rider BY DESIGN Arash Monsefan BY DETAILS Ivan Martin QUANTITIES BY T I til Ful ler C I osure Pour "C" L I ne 76/7211+ Existing Bridge CL Exist Girder, Typ 1 '- 5 Y411 W. Varies `I Prof i I e Grade 7 Edge of deck, see "REFINISH DETAIL - PART PLAN" on "APPROACH DETAILS NO. 1'' sheet — "C" Line � I DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 536 624 �� B SSR- 02/01/12 3. FESS REGISTERED CIVIL ENGINEER DATE �o QUO IOIV4<' and inserts furnished and installed Pete B. Smith - 03/29/11 Z No. C60122 PLANS APPROVAL DATE M The State of California or its officers or agents Exp. CIVIL Contractor, see "SCE" plans. P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. OF CALZFO�� SANBAG purposes only. 1170 W 3RD STREET Indicates limits SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 TYPICAL RIVERSIDE, CA 92507 11-56 Concrete Barrier Type 736 (Mod1 ), see "OVERLAY DETAILS" sheet for dr i I I and bond dowels r^n,-ro+o Over l ay, see DETAILS" 10 - 1. Bundle with each alternating top transverse bar within 5'-0" of BB. 2. Utilities shall be placed after deck concrete has o- attained its fu I I strength. Utilities shall not be supported from girders. 3. Utility supports and inserts furnished and installed by Contractor, see ''FONTANA WATER" plans. 4. Utility supports and inserts furnished by Utility owner and installed by Contractor, see "SCE" plans. 5. Utility dimension offsets are provided at Abutment 2 for information purposes only. 6. Indicates limits of Prepare And Stain Concrete. CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST UTILITIES 6-5'' Electrical Conduits ( Southern California Edison) 0 - 12'' Dia Water Line in 20'' casing (Fontana Water) 3O - Future Utility Opening 40 - 6-1V2" Conduits for Fiber Optics 5O - 2-5" Conduits for Future Ut i I i t i es B1 1 -54 6O - 3" Si '9na I Interconnect �� Conduit, see ELECTRICAL PLANS O- 2'' LoopDetector Conduit, see ''ELECTRICAL PLANS" w 0 w 0 w w w Q -69 0 0 Li 0 w w Q 0 o- BRIDGE NO. CHERRY AVENUE OVERHEAD (WIDEN) w 54CO065 POST MILES TYPICAL SECTION I w 13.2 Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z 02/01/12 07/ 10 10/ /10 01/ 11 1 3 2 5 LM CONTRACT NO.: 08-468004 EARLIER REVISION DATES 6,_ 1 "+ I "C" Line �\I I 1'-8%"-+ Min _ _1 and varies LEGEND - Structural Concrete, Deck Overlay - Polyester Concrete Overlay 74'-81/4"± - Remove Asphalt Concrete Surfacing Limits of Prepare Concrete Bridge Deck Surface 64'-0"± Limits of Payment for Remove Asphalt Concrete Surfacing Exist Cherry Ave see Note 2 Varies from 25'-10y4"_+ to 29'-101/4 Limits of Payment for Structural Concrete, Deck Overlay DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 12.3/14.1 537 1 624 SmJL 02 /01 /12 FESS REGISTERED CIVIL ENGINEER DATE �0 Quo IO�gC Pete B. Smith Z 03/29/11 PLANS APPROVAL DATE U No. C60122 rn The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4>1 CIVIL tiP completeness of electronic copies of this plan sheet, TF OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 6'-1'�± ----___ See "Deta i I A" ---- --- --- See "Detail B" ------ Varies from 45'-11/2"+- to 49'-81/4 Limits of Payment for Polyester Concrete Overlay ' ' -2%� See "DETAIL C" E Varies -1.4%± to 1.7%± Varies -1.4%± to 1.7%± o I - - , NOTES: 1. When thickness is greater than 3", Structural Concrete, ------------- --- Deck Overlay is to be used. See "PART TYPICAL SECTION" nn "TYPT(-AI CF(-TT0N1" chAA+ DETAIL A NTS \I A T C . The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES ON TYPICAL SECTION NTS Structural Concrete Deck Overlay Po I yster Concrete Overlay C Exist Cherry Ave see Note 2 Grade Break , z° #4 12 II #5 9 12 N II II II II II II ----------- ch way owe J BY Arash Monsefan BY Ivan Martin BY Tim Fuller #4 2'-0" I 3'-0" to f i rst each way Dr i I I I Row of #4 and Bond Dowel in 4 %2" deep hole J ' CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DETAIL B NTS PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST Chain Link Rai I ing fB11-52 Type 7 ( Mod 1 ) , Ty p Electrical Utility, see "TYPICAL SECTION" sheet #6 @, 12" Dri I I and Bond Dowel in 6" hole BRIDGE NO. 54CO065 POST MILES 13.2 2. Location varies along exist bridge. Concrete Barrier Type 736 (Mod1 ), Typ B11-56 #6 @, 6" Dr i I I and Bond Dowel in 6" hole 4"+ II II � II II � l 6.1 I ' I I , Min I ' ' I ' ' I I ' DETAIL C NTS CHERRY CONTRACT NO.:08-468004 w Q -69 0 I I 0 W 0 J n w Q 0 I I n, AVENUE OVERHEAD (WIDEN) DETAIL B NTS PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST Chain Link Rai I ing fB11-52 Type 7 ( Mod 1 ) , Ty p Electrical Utility, see "TYPICAL SECTION" sheet #6 @, 12" Dri I I and Bond Dowel in 6" hole BRIDGE NO. 54CO065 POST MILES 13.2 2. Location varies along exist bridge. Concrete Barrier Type 736 (Mod1 ), Typ B11-56 #6 @, 6" Dr i I I and Bond Dowel in 6" hole 4"+ II II � II II � l 6.1 I ' I I , Min I ' ' I ' ' I I ' DETAIL C NTS CHERRY CONTRACT NO.:08-468004 w Q -69 0 I I 0 W 0 J n w Q 0 n, AVENUE OVERHEAD (WIDEN) OVERLAY DETAILS I I W Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z EARLIER REVISION DATES 80 02/01/12 07/ 10 10/ 10 01/ 11 1 4 25 LiLi Abut 1 Girders r I I I _ 1 III I I I I I _ I L I I I r, 1 I _ 1 I I I I 1'1 I _ I _ I I 0 ISI I I I I Ln � 1 I 11 4- I I � 1 J I I Ln I '1 I - ' I Ln III C 1 o r I I 1 � - 1 a U) _ I CV ' � lil I J _ I I I , I I I I I _ I I I'I I I I I I _ I I I III I I "C" Line o I The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Span = C Pendant Soffit Luminaire Intermediate Tot 2 at proposed, see See ''DETAIL C" for D i aphragm I Note 4 Tot 1 at Exist additional top deck re i nforcement B6-10 U-1 5 Ut i I i ty Opening ES -9E ' Abut 2 6 /-Oli r 1 Edge of deckr Girders : ---- --------------- -- ------ -I-----------------------------=�------ ii / I 3 D I - I Ln A _ o I I U - - - - - - - - - In - - - - - - - - - - 1 I I B6-10 (B6-10 _ _ _ _ _ U-14 U-16 - - - - - - - - - I I i 1 - - - - - - - - - - - - - - - - - - - - — , I I I ' (B6-10 - _ - - - _ - - - - _ - - - _ - - - _ I _— rn �Uti I ity Opening U-11 see Note 6 -----------------_---------------�I--- I ------------------------ ---------------------Tr-----------; -- -----ri------------- - - - ' Edge of --------- ------------------- -- ------------------ - - - - - - - - - - - - - - - - - - - - _ - closure pour Exist girder ti l ity Opening B6-10 U-11 12 11 weIded steel pipe casing, see Notes 2 and 30 LEGEND ----- - Existing structure - New structure �rZjj �l 1 o For "SECTION �A-A", see "ABUTMENT DETAILS NO. 3 sheet. 2. Casing Ashall extend a minimum of 5'-0" beyond limits of approach slab. DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 538 624 �� B SSR- 02/01/12 FESS REGISTERED CIVIL ENGINEER DATE �o QUO IOIV4<' Pete B. Smith Z 03/29/11 I I PLANS APPROVAL DATE w No. C60122 M The State of California or its officers or agents Exp. CIVIL W P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet, OF CALZFO�� SANBAG DISREGARD PRINTS BEARING 1170 W 3RD STREET REVISION DATES SAN BERNARDINO, CA 92410 OFLiLi T.Y. LIN INTERNATIONAL 3. Casing for future utility 3550 VINE STREET, SUITE 120 s h a l l be 12'' Max O D o For (B6-1 0 RIVERSIDE, CA 92507 add itionaI detai Is, see U-16 U-16 4. A I i gn two Pendant Soff it Lum i na i res w i th center I i ne bays of proposed Cherry Avenue Overhead. For I um i na i re deta i I s, see "ROAD PLANS" 5. Align Pendant Soffit Luminaire with center I i ne bay of ex i st i ng Cherry Avenue Overhead. For I um i na i re deta i I s, see "ROAD PLANS" 6. Util "FON not '3" BO -5 or BO -5 -- 5-10 5-11 Existing girder, Typ --_ C Pendant Soffit Luminaire, rES9E ------- --- See Note 5 P - - Abut 2 3" ' PLANKBO-5 1 5'-1 1 %$" Limits of additional 1 "=10 '-0" deck reinforcement; top & bottom - Front face r - Edge of deck ' of abutment Traff i s Signal Support, see 11 -- "ABUTMENT DETAILS 0O No. 1 " sheet I I I I I I c E I I _ Exterior o L ' Q0 Girder o �° I ' N ± O . _ �2S #7 6 DETAIL C 2-1 e_+ Max � _6 o /4 II=1 ,-011 U +- BY CHECKED DESIGN Arash Monsefan David Ling BY CHECKED DETAILS Oscar Co I co I Seung-yeo I Lee QUANTITIES BY CHECKED Tim Fuller Yihon Wan ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST LOOP DETECTOR DETAILS BRIDGE NO. 54CO065 CHERRY POST MILES 13.2 CONTRACT NO.: 08-468004 No Scale w II 0 W 0 J a - w n, AVENUE OVERHEAD (WIDEN) I I GIRDER LAYOUT W Q DISREGARD PRINTS BEARING REVISION DATES SHEET OFLiLi z EARLIER REVISION DATES so 02/01/12 07/ 10 10/ /10 01/ 11 15 1 25 Small space permitted within group i —:• .• S CLEARANCES FOR PRETENSIONED STRANDS (4-#7 for girde deeper than 4') 2-#7 4, _0, notched end only 1. Strands may be bundled in groups consisting of 3 vertically 2 horizontally, and separated at the ends. 2. The min distance "S" between groups or individual strands is 11/2" for 3/8" strands, 13/4" for 7/6" strands and %2" strands, 2" for 0.6" strands. 3. "S" is measured between centers of adjacent strands. 4. Approval of Engineer is required for deviation. C Constructionjoint between 4'-0" girder and deck slab--_, min. F*_ 11-011 2-#6 I 41-011 I • n u #4r— tot El a 4, -0" 10/-611 C Legend: nA #5-L or_ G 4" © #5 or @1 8" © #5 or12" rD #5 or 18" End of 2-# 4/-011 min er notched end only 1 , _211 Full depth 2-21 -o„ of girder (4-#7 r girders deeper n 4') DETAIL "E" For optional notched end detail only 1 TL span Path of center of gravity of prestressing B steel to approximate a parabola. There shall be a minimum of 2 hold downs within the span. El a x 12' -0" 109' -911 �J— Details shown are for pretensioned girders. the contractor may submit details for post -tensioning which shall be subject to the approval of the Engineer. -4" 12 #4 > @1 1; #4 col tot 4 ith #4 n es @, 6 max - #5 or� when conf f i with strand 1 11 )t 2 SECTION A -A OO 1" clr #4 cont tot 4 r/J ub u I mens I on =L,�74 To I erance = ±1 " E #8 x 4'-0" thru 11/2" 0 hole at each end when diaphragm is continuous, holes need not be grouted. 1" x 1'-0" bolt re wired for exterior irder ELEVATION q g . See "Insert Assembly C =field bend - typ #4 cont tot 4 #44'-0" tot 6 #5 or with #4 n crossties a 6 max 1,_011 #6 Tot 2 4/_011 1 , -7" 11/2 c I r typ except 1 ' -7" as shown SECTION B -B 2 SECTION C -C REVISED STANDARD DRAWING 1 Deleted Detail �/ APPROVED BY Jim Ma RELEASED BY- FILE Y FI E X S 1-120-e 1� i 1� 0 RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF APPROVAL DATE 07-21-08 RELEASE DATE REVISED 102 Modified Deta i O 1'-7" ECTION Field bend typ #6 tot X /#4 cont #4 4 0 #9 See #7� Detail D -D 1 #5 x 6,-0" G 1 #5IUG�15±ma DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS #8 dowe __04 61/2 #8 x 4'-0" dowels placed through 11/2" 0 holes formed in girder, when diaphragm Is continuous. Holes need not be grouted #6 cont. tot. 2 *6 tot 2 )etween girders ;Top & bottom) 4 tot 2 )etween girders End may be sloped as required � See DETAIL "E" DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT N0. SHEETS 08 SBd 10 12.3/14.1 539 1 624 J� C Q*FESSIONgI REGISTERED ENGINEER - CIVIL w Pete B. Smith 03/29/11 NO. C60122 PLANS APPROVAL DATE * Exp. The State of California or its officers or agents C I V I L �Q shall not be responsible for the accuracy or 9�F OF CA��F��� completeness of electronic copies of this plan sheet. The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. 2 PRESTRESSING NOTES JACKING FORCE (p): The manufacture jacking force required at point of control along the span. The jacking force does not include any fabrication specific losses. CONCRETE STRENGTH: f' c i (Ks i) is at time of initial stressing. f'c (ksi) is at 28 days DEFLECTION COMPONENTS: Informational - to be used in setting screed line elevations. Screed line elevations for deck concrete will be determined by the Engineer. Contractor may interpolate "P" and "X" values between limits shown, as approved by the Engineer. PRESTRESSING STEEL: Prestressing steel sha I I be 270 ks low -relaxation strand GirderConcrete location or designation and length Jacking Force (P) in Kips li �I X Strength (Ksi) Deflection Components in Inches f ci c f c (DDeck DL O Rail DL Span 1 6" 1318 6.6 7.0 1.765 0.168 bolts with insert s when diaphragms )ntinuous. Bolt for exterior girders REJ INTERMEDIATE DIAPHRAGM 2 2Y411 mi 1" min 1" malleable iron or steel hex nut with 1"0 x 3" bolt —1" min W ffif f— 0 W 0 J W 1" min LLJ o 1''0 x 12" bolt kpf 8�� SECTION E -E 2 SPECIAL DETAILS INSERT ASSEMBLY 0 W 0 J O_ STATE OF DIVISION OF BRIDGE NO. 54C0065 CHERRY AVENUE OVERHEAD (WIDEN) o CALIFORNIA DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES POST MILE 1 3.2 PRECAST 0 PRESTRESSED I GIRDER (LRFD ) 111 CU 0 8 2 2 4DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 3/ 0 07/ /10 10/ /10 01 /28/11 1 6 2 5 0 1 2 3 E A 4 6 81 01 EARLIER REVISION DATES � USERNAME _> FUSER REQUEST RW 21, see "RETAINING WALL 21 plains -� Structure - Approach Type N(30D) (Mod) "C" Line 28+00 Structure Approach Type R(30D) (Mod) RW 22, see "RETAINING WALL 22" p I ans Stubwa I I LOL = RW LOL Chain Link Rai I ing Type 7 ( Mod 1 ) , Typ See Note 7 Ut i I i ty Conduit, see ''TYPICAL SECTION" sheet 0 RW 680, see "RETAINING WALL 680" plans i Detail A, see Note 6 I , r ` LEGEND Won 29+00 Existing WingwalI PLAN See "REFINISH 1 11 =201-011 DETAIL - PART PLAN" Conic E Type zr see N( Sidewalk StrUCtUrE approach Slab, see Note 1 FG MSE panel, see "RETAINING WALL 21 " p I ans SECTION A -A 3/4..=1 /_0.. NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) C+l IhXA/n I I SECTION B -B ��=1 /_o�� 3/4 30+00 Structure Approach Type N(30D) (Mod) Z Structure Approach Type R(30D) (Mod) -- Existing Structure New Stucture Approach Slab, BB see Note 3 1. For details and reinforcing not shown, see SHEET No TOTAL SHEETS "STRUCTURE APPROACH TYPE N (30D )" sheet. 12.3/14.1 2. For details and reinforcing not shown, see FESS REGISTERED CIVIL ENGINEER DATE �o Quo IOIV4 w "ABUTMENT DETAILS NO. 2"0 03/29/11 OVERHEAD 3. For deta i I s and re i nforc i ng not shown, see shall not be responsible for the accuracy or ST P q 1 TF completeness of electronic copies of this plan sheet, OF CALIFo 'STRUCTURE APPROACH TYPE R(30D)"o B11-56 SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 4. For deta i I s and re i nforc i ng not shown, see 1 5. For details and reinforcing not shown, see B11-54 6. �� For DETAIL �� �� A , see APPROACH APPROACH DETAILS NO. 1 DETAILS NO. 2" sheet. 13.2 7. For details not shown, see B11-52 8. Indicates limits of payment for prepare and stain concrete. Q '+I V-611 6" x 611 Existf i I let, T y p Ret wa Concrete Barrier Type 736 ( Mod 1 ) , see Note 4 Flow line Concrete Barrier see "ROAD PLANS" RW 696, see "RETAINING WALL 696" plains Conc Barrier Type 736 (Mod1 ), � see Note 4 9 Structure Approach Type R(30D) (Mod), Ik see Note 3 Structure — approach slab, see Note 1 1 • • -e 2 BY DESIGN Arash Monsefan BY DETAILS Ivan Martin QUANTITIES BY T I til Ful ler Optional construction joint CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS #7 @ 10" No 8 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 540 624 S-- 02/01 /1 2 FESS REGISTERED CIVIL ENGINEER DATE �o Quo IOIV4 w Fc ��� 0 Pete B. Smith Z 03/29/11 OVERHEAD No. C60122 PLANS APPROVAL DATE M The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or ST P q 1 TF completeness of electronic copies of this plan sheet, OF CALIFo SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 i Existing New EOD EOD RW 696, see "RETAINING WALL 696" Plans —� Limits of Ref i n i shed edge of Bridge Deck REFINISH DETAIL - PART PLAN 1 "=1 0/-0" Face of exist abut _ _ �R Concrete Barrier Type 736 (Mod1 ), see Note 4 Utility Conduit, see "TYPICAL SECTION" sheet 1 ,_6" FG Qo o Approx OG rNr-T A T I r7) Concrete Barrier Type 736 (Mod1 ), see Note 4 Ut i I i ty Conduit, see "TYPICAL SECTION" sheet Roadway surface Exist abut 2 Lira Approach Slab, see Note 3 See "Detail B" Approach Slab, see Note 3 Conctere Barrier Type 736 ( Mod 1 ) , see Note 4 End of Bridge barrier to match sloped face of barrier on retaining wall Match edge of existing end diaphragm, see Note 3 Concrete Barrier Type 736 (Mod1 ), see "RETAINING WALL 696" plans New EOD Existing EOD line lineIFF, �I 1 6"+ RW barrier see 411"RETAINING WALL 696" plans �/2" open joint SECTION C -C Y411=1 /-Oil SECTION E -E PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST 411=1 /-oil Li 0 W 0 J 0- w o- BRIDGE NO. w CHERRY AVENUE OVERHEAD (WIDEN) 54C0065 1 POST MILES APPROACH DETAILS NO. 1 W 13.2 Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z CONTRACT NO.: 08-468004 EARLIER REVISION DATES 02/01/12 07/ 10 10/ /10 01/ 11 1 7 2 5 Concrete Barrier Type 736 (Mod1 ), see ''RETAINING WALL 680" plans Rock Blanket see, ''LANDSCAPING PLAN'' Q ti— Barrier joint N� Cp_ 0 �e Concrete 99 99 Barr I er Z_ Type 26 (Mod1) N Flow line Q Barrier slab, see ''RETAINING WALL 680'' plans 0 (D U) C v0 4- 0 vE VJ tE The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) �/2'' Expansion joint filler (4 sides) Edge of approach slab See Note 2 Bridge joint m DETAIL A 11=1 /_o11 1/2 See ''RETAINING WALL 68011 plans Sidewalk, see ''ROAD PLANS'' Cherry Avenue Overhead Bridge No. 54CO065 Conc Barrier Chain Link Rai I ing Type 7 ( Mod 1 ) , Typ See Note 3 Conc Barrier Type 26 (Mod1, Uti I ity Condu see ''TYPICAL SECTION" shee- 1 HMA, see 0'-\\ ''ROAD PLANS'' 49 Edge of approach slab Structure Approach Type N(30D) ( Mod) , see Note 1 SECTION A -A Y211=1 /-Oil BY DESIGN Arash Monsefan BY DETAILS Ivan Martin QUANTITIES BY T I til Ful ler SECTION B -B 1/211=1 /_OII SECTION E -E 11=1 /-o11 1/2 CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PLANS" -ouch �9 Note 1 DIST COUNTY I POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS NOTES: 08 SBd Edge of approach slab See Note 2 Bridge joint m DETAIL A 11=1 /_o11 1/2 See ''RETAINING WALL 68011 plans Sidewalk, see ''ROAD PLANS'' Cherry Avenue Overhead Bridge No. 54CO065 Conc Barrier Chain Link Rai I ing Type 7 ( Mod 1 ) , Typ See Note 3 Conc Barrier Type 26 (Mod1, Uti I ity Condu see ''TYPICAL SECTION" shee- 1 HMA, see 0'-\\ ''ROAD PLANS'' 49 Edge of approach slab Structure Approach Type N(30D) ( Mod) , see Note 1 SECTION A -A Y211=1 /-Oil BY DESIGN Arash Monsefan BY DETAILS Ivan Martin QUANTITIES BY T I til Ful ler SECTION B -B 1/211=1 /_OII SECTION E -E 11=1 /-o11 1/2 CHECKED David Ling CHECKED Seung-yeol Lee CHECKED Yihona Wana ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PLANS" -ouch �9 Note 1 Abut 2 Concrete Bar Type 26 (Mod (`nr��ro+o Rnrr i or IVI J L YY V I I anel see 'RETAINING SECTION C -C WALL 6801111 plans 1/2 -1 -0 S i dewa ''ROAD PLANS'' SECTION D -D er slab, see ''RETAINING WALL 680'' plans 1/211=1 /_o11 Type 6,_ 911 Type 26 (Mod1) Stem of Type 26 (Mod1) 736 (Mod1 ) tapers to Type 736 ( Mod 1) Match top of barrier Top of sidewalk CV )proach ab, see Note 1 Top of L deck >° PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION Barrier joint _ 0 Top of 11 sidewalk Note: Type 7 Chain Link Ra i I i ng (Mod1) not shown UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST ELEVATION F -F 11=1 /_o11 1/2 Sidewalk on Approach slab Dach see Note 1 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS NOTES: 08 SBd 10 12.3/14.1 541 624 1. For details andreinforcement CHERRY 1) B SSR- 02/01 /1 2 OVERHEAD not shown see � STRUCTURE �OFESSJO REGISTERED CIVIL ENGINEER DATE Q 1114<'��� APPROACH T TYPE N (30D) 11 sheet. �o Fc 2. Approach slab joint to be U Pete B. Smith 03/29/1 1 Z perpendicular with face 1 No. C60122 M of sidewalk. PLANS APPROVAL DATE APPROACH � Exp. The State of California or its officers or agents CIVIL � 3 o For details not shown See B 9 shall not be responsible for the accuracy or STgTE 0��1P completeness of electronic copies of this plan sheet, OF CALIF 13.2 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 REVISION DATEAl SHEET OF RIVERSIDE, CA 92507 CONTRACT Abut 2 Concrete Bar Type 26 (Mod (`nr��ro+o Rnrr i or IVI J L YY V I I anel see 'RETAINING SECTION C -C WALL 6801111 plans 1/2 -1 -0 S i dewa ''ROAD PLANS'' SECTION D -D er slab, see ''RETAINING WALL 680'' plans 1/211=1 /_o11 Type 6,_ 911 Type 26 (Mod1) Stem of Type 26 (Mod1) 736 (Mod1 ) tapers to Type 736 ( Mod 1) Match top of barrier Top of sidewalk CV )proach ab, see Note 1 Top of L deck >° PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION Barrier joint _ 0 Top of 11 sidewalk Note: Type 7 Chain Link Ra i I i ng (Mod1) not shown UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST ELEVATION F -F 11=1 /_o11 1/2 Sidewalk on Approach slab Dach see Note 1 BRIDGE NO. w CHERRY AVENUE OVERHEAD (WIDEN) 54C0065 1 POST MILES APPROACH DETAILS NO. 2 W 13.2 Q DISREGARD PRINTS BEARING REVISION DATEAl SHEET OF z CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 102101112 07/ 10 10/ /10 1 8 25 RW 21 Note 7 A Parallel to f ace of pav i ng notch for skews up to 200 See Note B Stubwall Front face of barrier B C ABB or EB Longitudinal const. point. J ( See Note 3 ) - ------------------ ------- and B6-21 6 II #5La 6 Building paper RW 680 Note 8 "b" bars — A Bridge deck See Approach Slab Transverse Contact Joint" table S_ Roadway pavement 30,_011�_ 30,_011 SKEW < 200 PLAN 2 SKEW < 200 1'=10' 30'-0" - Pay limits for Structural Concrete9App5ach Slab #5 bar chairs @, 3' -0" + Lane line Concrete barrier Bridge deck 6„ BB or EB Pou sea 3 STRUCTURE APPROACH - END STAGGER" DETAIL transversely and 4' -0"+_ Transverse contact joint longitudinally PAVEMENT See Note 5 7 #5 12 —See "Tie Detail"� "b" bars 3" slotted See plastic Note 2 of paving notch of paving notch pipe. Parallel to face of Stagger lines 24' #6 12 C, U P N use (Detail A) to 36' apart > 450 0 0 000 Stagger at each P N use (Detail A) lane line 7 N0-------- F i I ter fabr i s Q0 M #18 1� 6 #5 18 0 Woven tape fabric a bars 6. At the contractor's option,approach slab transverse o reinforcement may be placed parallel to paving notch. Chain Link Railing - Type 7 (Mod1) 611-52 i Match deck overhang Jeocomposlte drain SECTION A -A See Note 23/411=1 , _ 011 3" Signal Intersect Conduit, 4" Electrical Conduit, 3'' Ramp Metering Conduit, 2" Lighting Conduit and 3-2'' Fiber Optic Conduits in Chain Link (B11-52 Abut 2 Approach Slab, see Railing Type 7 ELECTRICAL PLANS (Mod1 ) Concrete barrier Type 26 (Mod1)811-54 Ut i I i ty Conduit, for additional reinforcement see "TYPICAL not shown, see SECTION" sheet Utility Conduit, see "TYPICAL SECTION" sheet #5 x 7'-0" @, 9Structure Approach #4 1 a 18 #5 cont #6 @, 12 II ��tot 4 #5 cont G, 18 - 3/-4 11 0, b bars O 0000 #5 15 r#5 x 12'-0" 18 0 0 #5 cont tot 4 = "a" bars TPB N #5 x 4'-0'' 412 Stubwa I I 2" 2 _011 Geocomposite drain SECTION C -C 2 3/411 =1 _OII 3 "DETAIL A" 3" x 3" x 1/4" angle �— See Note 4 or 6" x 1/411 p I ate EDGE ANGLE DETAIL 2" max l/2-=1 311 x 3'' x 1/411 angle (Galvanized) (See "Edge Angle Detail"). Low side o � 3 > I e �„ /6 Structure appr ch • 2 II 1/4 I I x 8 1 1 flat Kar @, 1 centers I � P I a 1/4" hardwo between slab and wing II with smooth 'de toward wingwall (TO B SED WITH TYPE 25 0 TYPE 27 CONCRETE BARRIER) DETAIL B 1 1 211=1 / _O11 See "Road11 Po I ystyrene around P I ans anchor assembly 3411 9 ga I v . rod @,24 with nut and threaded ends. Rod encased i n 1 " ;0 x 2' -411 PVC conduit See Note 1 clr N 8 11clear, other _____________ depths must be approved by the Engineer 1 Concrete barrier Type 26 (Mod1)811-54 for additional reinforcement not shown, see 34' Y x 8'' bolt 3/411 steel coupling nut F 21 4'' x 1/411 x 21/411 with 1'' 9 hole #5 I @ 911 4/-811 #5915" # 6, _811 Stagger @, 71/211 5��15'I J II #5 Tot 11 _ 1 ' -1 0" _ #4 C) 18 00000 O 0 Approach slab reinforcement �✓� . ° ° ° . ° . ° J1 1 T P B .C: 1 , _011 :2 II MSE wall panel, see 9 - ''RETAINING WALL 21" plans II 2 I We I ded w i re mat 3 TYPE E-2II Detail ( 1" Expanded polystyrene 4 SECTIO N B- B 0 2" Expanded polystyrene 11 =1 _011 3/4 REVISED STANDARD DRAWING �/ �+Q APPROVED BY M. Ha RELEASED BY 0. Alcantara FILE X S V - 1 8 Oe RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF APPROVAL DATE 8-12-08 RELEASE DATE Revised 1 Deleted Detail <2> Modified Detail <3> Removed Detail <3> Added Detail DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 2 TIE DETAIL 3/411=1 _OII STATE OF DIVISION OF CALIFORNIA ENGINEERING SERVICES DEPARTMENT OF TRANSPORTATION CU 08224 o i z s EA 468001 U CV n u DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SB 10 12.3/14.1 542 624 J� C Q*FESSIONgI REGISTERED ENGINEER - CIVIL I 'yc� w Pete B. Smith 03/29/1 1 No. C60122 PLANS APPROVAL DATE * Exp. The State of California or its officers or agents C I V I L �Q shall not be responsible for the accuracy or 9�F OF CA��F��� completeness of electronic copies of this plan sheet. APPROACH SLAB TRANSVERSE CONTACT JOINT WITH AC ROADWAY WITH PCC ROADWAY APPROACH SKEW PAVEMENT PAVEMENT 7 Parallel to face Parallel to face < 200 of paving notch of paving notch Parallel to face of Stagger lines 24' 200- 450 P N use (Detail A) to 36' apart > 450 Parallel to face of Stagger at each P N use (Detail A) lane line 3 "TYPE 736 OR TYPE 736" Detail B BAR CHAIR DETAIL 1 1/2 11=1 /-oil NOTES: 2 w I. For details not noted or shown,see Structure Plans. 7 2. For drainage details, see "Structure Approach Drainage Details" sheet. 3. Longitudinal construction joints,when permitted LLJ by the Engineer,shall be located on lane lines. 4. End angle or plate at beginning of barrier transition end of wingwall or end of structure approach, as applicable. 5. For transverse contact joint with new PCC paving, refer to Standard Plan P10. 6. At the contractor's option,approach slab transverse reinforcement may be placed parallel to paving notch. Spacing of transverse reinforcement is measured along � roadway. w 0 7. For retaining wall No. 21, see "RETAINING WALL 21" plans. kpf go For retaining wall No. 680, see "RETAINING WALL 680" plans. 0 w SPECIAL DETAILS 0 w n BRIDGE NO. CHERRY AVENUE OVERHEAD (WIDEN) W o 54CO065 POST MILE 13.2 STRUCTURE APPROACH TYPE N(30D ) DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF EARLIER REVISION DATES � 3/ /1007/ /1 10/ /1 1 / /11 2/01 /12 1 9 2 5 USERNAME _> FUSER REQUEST Parallel to face of paving notch for skews up to 100 ,----------------- Existing roadway pavement I I A L-------- ----- RW 22 Note 8 Longitudinal const. joint. ( See Note 3 ) Front face C) of barrier Existing C Ret wall 30'-0" min See Note 1 and (B6-2)1 Match existing bridge deck grade or bridge overlay grade -- -- c cn L +I 0 > CV i a1 3 #5 tot 2 A "b" bars Bridge deck--,V,- 'RW eck 'RW 696 Note 9� PLAN 2 SKEW < 100 No Sca I e Pay limits for Structural Concrete, Approach Slab 30'-0" min SKEW < 10° Roadway pavement -------------- C OA bars O h Concrete Barrier, see "ROAD PLANS" 30' -0" min . see Note 4 Transverse contact joint, #5 bar chairs 3 �-0��+ match existing or proposed transversely and 4 -0 - pavement.See Note 5 longitudinally CD= See "Tie Detail" #5 @, 12 #5 106� 6 #6 @, 1 2 i�b�� bars cv - U �Lo_ 0000 #5 18 #4 G '71 6 #8 @ 6 ' - II F i I ter "a" bars —#4 Tot 2 fabric SECTION B ildi - m c9 � A -A 0 u n9 paper 411 = 1 , _oil - Pav i ng. notch 3�� " Signa I Intersect Condu i t I extension 9 r�T 6 i �� Drill & bond #5 G 18, 1 ' -0" into existing,see Note 2 21/4 x 1/4 � � x 21/4 .. with 1" 0 hole ---,\ %4" 0 rod @, 24, with nut and threaded ends.Rod to be encased in 1" 0 x 2'-4" PVC conduit 8" c I ear, other depths See Note 1 must be approved by the Englneer _—__— " 4 Electrical Conduit, 3" Ramp Metering Conduit, 2" Lighting Conduit and 3-2" Fiber Optic Conduits in Abut 2 Approach Slab, see "ELECTRICAL PLANS" 2" c I r 119 21/2 c I r C 30° 'LA Polystyrene Drill and bond7 L2 clr around anchor 1'-0" into existing' N assembly See Note 2 ' -------------- ------- Limit of excavation for ma - constucting paving notch extension TIE DETAIL 2 3/411 = 1 , -oil NOTE: THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 1 "DETAIL A" Ut i I i ty Conduit, see "TYPICAL SECTION" sheet - Roadway Pavment, see"ROAD PLANS'-\ 1 "STRUCTURE APPROACH - END STAGGER DETAIL" Barrier `( See I "Road Plans" L C\, Woven tape fabric 3" slotted plastic pipe, see "STRUCTURE APPROACH DRAINAGE DETAILS" sheet 1 "DETAIL C" Concrete barrier Type 736 (Mod1) Note 10, for additional rB1-56 rA i nfnrr PmAn+ nn+ chnwn See SECTION C -C 411 = 1 , -oil 3 2/21 1 4 #5 ba DIST. COUNTY ROUTE MILE POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SB 10 12.3/14.1 543 624 r� J� C Q�OFESSIONgI REGISTERED ENGINEER — CIVIL �2�' 'yc� CD Pete B. Smith 03/29/1 1 No. C60122 PLANS APPROVAL DATE * Exp. The State of California or its officers or agents CIVI L �Q shall not be responsible for the accuracy or 9�F OF CA��F��� completeness of electronic copies of this plan sheet. APPROACH SLAB TRANSVERSE CONTACT JOINT APPROACH SKEW WITH AC ROADWAY WITH PCC ROADWAY PAVEMENT PAVEMENT < 10° Parallel to face Parallel to face of paving notch of paving notch 100 - 450 Parallel to face of Stagger lines 24' P N use (Detail A) to 36' apart > 450 Parallel to face of Stagger at each P N use (Detail A) lane line %4" malleable s iron or steel coupling nut D rod x 1'-0" Thread one end 1 %2" x 31/2"continuous recessed key "b" bars "a" bars STAGE 1 STAGE 2 STAGE 1 STAGE 2 Drill and bond 1 I Drill and bond #5 x 1/-9'' 12 /2 x 3 /2 continuous #5 x 1 -' 9" 1 2 1 into 6 deep hole recessed key into 6" deep hole L --- BAR CHAIR DETAIL Concrete barrier Type 736 (Mod1) Note 10, for additional 811-56 reinforcement not shown, see #5 x 7'-0" @ 9 Structure Approach #5 cont#6 @ 12 tots 4 #5 cont 18 b bars l SECTION .. .. 3/4=1 -o #5 x 4,-0" 4 %2 D-D O —#5 x 12'-0'' G 18 #5 cont tot 4 "a" bars TPB 1'/211 = 1 , -oil 1 "DETAIL B" 300 STAGE 1 1 STAGE 2 LONGITUDINAL 30° EXISTING STRUCTURE APPROACH NEW CONST. CONSTRUCTION JOINT ALTERNATIVES 411 = 1 , _oil NOTES 1. For details not shown or noted, see Structure Plans. Lij Adjust bar reinforcement to clear a sawcut for sealed joint, when required. 2. Space to avoid existing prestress anchorages and main reinforcement. W 3. Longitudinal construction joints,when permitted by � the Engineer,shall be located on lane lines. Lij 4. Transverse contact joint shall be a minimum of 5'-0" from an existing or constructed weakened plane joint. 5. For transverse contact joint with new PCC paving. refer to Standard Plan P10. 6. Couplers are required for stage construction. 7. End an le or plate at beginning of barrier w transi+ion, end of wingwall or end of structure approach as applicable. kpf 8. For retaining wall No. 22, see "RETAINING WALL 22" plans. 11 9. For retaining wall No. 696, see "RETAINING WALL 696" plans. LLJ SPECIAL DETAILS 10. Prepare and stain a I I exposed surfaces of barrier. o REVISED STANDARD DRAWING STATE OF BRIDGE NO. � RELEASE Revised DESIGN BY M. TRAFR.4L/S CHECKED E. THORK/LOSE/v RELEASED BY 1 Removed Deta i I 3 Added Deta i I D I V I S I D N 0 F 54C0065 CHERRY AVENUE OVERHEAD (WIDEN) o DATE CALIFORNIA FILE DETAILS BY R.YEE CHECKED E.THORK/LOSE/V 2 Modified Deta i I ENGINEERING SERVICES MILE POST q DRAWING DEPARTMENT OF TRANSPORTATION 13.2 STRUCTURE APPROACH TYPE R (30D N0. XS' -140e SUBMITTED BY M. HA 8/92 DATE OF ICE CHIEF DS OSD 21 47A (ENGLISH) (REV . X/XX/XX) ORIGINAL SCALE IN INCHES C U 0 8 2 2 4 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 I 2 3 E A 4 6 8 001 EARLIER REVISION DATES � 3/ /10 7/ /1 10/ /1 1 / /11 2/01 /12 2 0 2 5 USERNAME _> FUSER REQUEST a - o (D m Toe of slope 3" Plastic pipe (Slotted) at normal end 1 1 1 1 1 1 1 IE S t u b w a I I F� --------------- -----__ cap G KE G �; C=end=1Geocomposi- drain -] 0 Structure Approach X ---------------- iii iu i Concrete Barrier - 3" Plastic pipe ( Slotted ) Geocomposite drain 3" Plastic pipe ( Unslotted ) 3 Plastic pipe ( Unslotted ) Top of footing Toe of slope .:• ---------------------- Ij _ 1.0Geocomposite 11 drain Structure Approach i ui li i ------------------------------- TYPICAL ________________ TYPICAL PLAN *For pipe layout at staggered end,see "Detail B H Structure Approach I I Stubwall ----- 3" Plastic -1i1 pipe ( Slott d at stagger end DETAIL B O No Scale Optional construction joint,see ''SECTION H -H" -�J SECTION E -E Finished grade Edge of footing 2 11=1 / -011 1/2 NOTE: Bends and junctions in 3'' plastic pipe are 30'' radius min. REVISED STANDARD DRAWING RELEASE A/ 1��/ p DESIGN BY M. TRAFR.4L/S CHECKED E. THORK/LOSE/V RELEASED BY DATE �F L v DETAILS BY R. YEE CHECKEDFILE 94,,A� E.THORK/LOSE/V NO. xs3-110e SUBMITTED BY M. HA DRAWING 4/98 DATE OF ICE CHIEF DS OSD 2147A (ENGLISH) (REV. X/XX/XX) Strip Waters X Filter Fal LIJ wrap aro Geocc SECTION G -G 1/411=1 , -011 4 "DRAINAGE DETAILS" DETAIL A See "DETAIL B'' SECTION H -H 1 Deleted Detail • 2 Modified Detail 1 "=1 ' -0" 3 Added Detail 4 Removed Detail ORIGINAL SCALE IN INCHES FOR REDUCED PLANS No Scale 3'' Uns I otted plastic pipe 4'' Drain Geocompos I to Drain C -aina l I nor DETAIL B 11/2..=1 -0.1 Cap-Typ See Note 2 3'' 3'' S I otted plastic pipe, see Note 2 Tee 3.. Conennct I on Min Backf ace of Abutment or Retaining wall SECTION A -A 1"=1'-0" STATE OF DIVISION OF CALIFORNIA ENGINEERING SERVICES DEPARTMENT OF TRANSPORTATION ' I I I ICU 08224 0 1 2 3 EA 468001 3'' Slotted pipe DIST. COUNTY ROUTE MILE POST SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SB 10 12.3/14.1 544 624 J� C Q�OFESSIONgI REGISTERED ENGINEER - CIVIL �� 'yc� w Pete B. Smith P 03/29/11 NO. C60122 PLANS APPROVAL DATE * Exp. The State of California or its officers or agents P, CIVIL �Q shall not be responsible for the accuracy or 9�F OF CA��F��� completeness of electronic copies of this plan sheet. 0 Deta i I A SECTION 1-1 1/21 =1 , _0il B0-1 top 1-3 1. 4'' drains at intermediate sag points and at 25' max. center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls). Lij For wa I Is adjacent to sidewalks or curbs, provide 4" plastic pipe under the sidewalk to discharge through curb face. Exposed wa I I dra i nsLLJ 0 s ha I I be located 3'± above finished grade. 0 2. Geocomposite drain9 cement treated permeable base, W and 3'' 0 slotted pIastis pipe continuous behind retaining wa I I or abutment. Cap ends of pipe. Provide ''Tee'' connection at each 4'' 0 drain. 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. LTJ a 0 BRIDGE NO. CHERRY AVENUE OVERHEAD (WIDEN) L' o 54CO065 MILE POST STRUCTURE APPROACH DRAINAGE DETAILS 13.2 DISREGARD PRINTS EARLIER REVISION BEARING DATES � REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 3/ /10 7/ /10 0/ /10 1 / /11 02/01 /1 21 2 5 USERNAME _> FUSER REQUEST BENCHMARKS: Horizontal coordinates are CCS NAD -83 (NSRS2007 ) Vertical control based on NAVD- 88 ( NGS NAVD88 ) Pt. 1010 N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 Z SET MAG NL & FLASH FOR AT Pt. 5001 N: 1846561.879 E: 6716362.130 Elevation: 10250534 SETREBAR �W/'AECP LS 4430'' PLUG 30' +/- S'LY OF RAILS, 100' +/- W LY OF CHERRY Pt. 5002 N 1846574 454 E: 6716783 325 Elevation: 1 027 134 SET REBAR .W/'AECP LS 4430'' PLUG 30' +/- S'LY OF RAILS, Cherry Ave 300'+/- E'LY OF CHERRY NOTES: becomes very dense (1) This LOTB sheet was prepared in accordance with the Caltrans Soil and Rock Logging, Classification and Presentation Manual ( June 2007) . (2) 2.4" samples were taken using a California Modified Sampler. (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs falling a distance of 30'' was used to advance the drive sampler. (4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. "C" Line 45% medium to fine SAND, 557. fines, I ow plasticity OM UW DS PA 38 STA. 28+52±9 Ot T. : A - 09 - 001 E I . +1055.0 ft .. ® OM 7 SILTY SAND with GRAVEL(SM):dense, olive -brown OM 5% fines, nonp I ast i c, weak cementation dense, -gay, few fine GRAVEL, 6 Asphalt Concrete 1 mostly coarse to fine SAND, trace fines, .4 SILTY SAND (SM): very dense., olive moist few fine +1050- 41 1.4 SILTY SANDSM :dense, o I I ve-brown, mo I st, Drilled on 9/17/2009 GRAVEL, mostly coarse to fine SAND, little fines, I i 50/3 coarse to fine SA, few fines REF/6"11.41 8 nonp ast c, weak cementation OM 88/11 2.4 2 Poorly graded SAND w I th GRAVEL(SP):very dense, OM UW DS PA n UW +1040 +1030 +1020 +1010 +1000 +990 •:• +970 +960 +950 R. Zezof f DESIGN OVERSIGHT M) becomes dense 50/6 2.4 4 Al. -UM UW becomes very dense 14212.4115 OM UW PA DS fine GRAVEL, mostly coarse 1'o fine SAND, trace fines, P non I ast i c weak cementation 5 nonplastic, weak cementation LOM CR a 41 1 .4 OF DISREGARD PRINTS BEARING 15712.41 6 45% medium to fine SAND, 557. fines, I ow plasticity OM UW DS PA 38 Poorly graded SAND with SILT (SP -SM): dense, T. : OM PA 90/11 1.4 18 57 1 .4 10 olive -brown, dry, 95% coarse to fine SAND, OM 7 SILTY SAND with GRAVEL(SM):dense, olive -brown OM 5% fines, nonp I ast i c, weak cementation dense, -gay, few fine GRAVEL, 66 1 mostly coarse to fine SAND, trace fines, .4 nonplastic weak cementation moist 17% fine GRAVEL 60% coarse to fine SANb very olive mostly SILTY SANDSM :dense, o I I ve-brown, mo I st, Drilled on 9/17/2009 SILTY SAND with GRAVEL (SM): very dense, olive -brown, moist, I i tt I e fine 50/3 coarse to fine SA, few fines REF/6"11.41 8 ; :t. OM 29+00 Poorly graded SAND w I th GRAVEL(SP):very dense, OM UW DS PA GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation Bulk 7 olive -gray, dry, little coarse to fine GRAVEL, 22 Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, little coarse to fine GRAVEL 9 :.` OM UW mostly coarse to fine SAND, trace fines, 19412.41 PROJECT ENGINEER DATE: 09/16/09 to 10/21/09 , mostly coarse to fine SAND trace fines, 9 nonplastic, weak cementation 861.410 OM 43% coarse to fine GRAVEL, 52% coarse to fine SAND, 5% fines, nonpIastic, INCHES UNIT: 2232 .O 61 1.4 8 ; : OM 11 FILE => $REQUEST 75/10 11.4 REF /3 REF /4.5 2.4 13 No recovery 12,4112 Poorly graded SAND with GRAVEL (SP): very dense, of ive-grays dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, REF /5 2.4 9 UW REF /5" 12.4113 No recovery 21 OM PA 1 .4 14 nonplastic, weak cementation SANDY lean CLAY (CL): very stiff, dark yellowish brown, moist, 39% fine SAND, 61Y. fines, I ow UW PA PP OOOO plasticity hard, o I i ve-brown, 13% fine GRAVEL, 32% medium to 17412.4117,//M fine SAND, 55% fines, low plasticity, PP>4.5 tsf REF/61 0 1,4116 :.. Poorly graded SAND with SILT and GRAVEL (SP -SM): ; very dense, olive -brown, dry little coarse to fine GRAVEL, mostly coarse 1'o fine SAND, trace 50/4 11.4 17;': 0 fines nonp I ast i c weak cementation 9 9 Poorly graded SAND with GRAVEL (SP): very dense, REF /6 OM o I i ve-brown, dry, I i tt I e coarse to fine GRAVEL, 1.4118 mostly coarse to fine SAND, trace fines, Terminated at El. 954.5 ft nonplastic, weak cementation Drilled on 10/21/2009 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Drilling 27+00 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) 28+00 DRAWN BY J. Fang CHECKED BY I L. Cheung 28+00 811 29+00 A-09-001 EI. +1056.5 ft A-09-002 El II 30+00 PLAN 1 " = 40' "B" Lin Sta 31 +35.26 Cherry Ave= Sta 694+57.86 "B" Line "C" Line ''A'' Line 31+00 32+00 C O rn -+- Qo 00 0) o,-0 C + LTI 0 0 O o 0 A-09-003 co 8" � "C" Line "C" Line STA. 30+08±; 80LT± STA. 30+33±; 86RT- A-09-002 EI . +1057.5 ft 8 5 Asphalt Concrete SILTY SAND with GRAVEL (SM): very dense, olive moist, -1 I i tt I e fine GRAVEL, mostly coarse to fine SANG, little finesnonplastic, weak cementation M> UW RS becomes dense 63 2.4 SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonpIastic, weak cementation �� O0 -C 0) UC Co E cr-o O:D �-U Sta 32+19.29 �_ Cherry Ave= Sta 694+58.40 ''A'' Line 33+00 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 545 624 0210111 2 �oFEssjo REGISTERED CIVIL ENGINEER DATE �o e 111`4l S.PIRATHIVIRAJ z 03/29/11 rn No. C71662 PLANS APPROVAL DATE . � The State of California or its officers or agents 4% Exp12/31 /13 shall not be responsible for the accuracy or STa C I V I L �P completeness of scanned copies of this plan sheet. TF OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 A-09-003 6 Asphalt Concrete SILTY SAND with GRAVEL (SM): very dense, olive moist, I ittle fine GRAVEL, most I y coarse to fine SAND, little finesnonp I ast i c, weak cementation M U M P SILTY SAND (SM): dense, olive -brown moist, few fine GRAVEL, mostly coarse to fine SAND, little f I nes, nonp I ash i c, weak cementation 11% coarse to fine GRAVEL, 68% coarse to fine SAND, 21% fines Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, moist, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonD I ast i c. weak cementation SILTY SAND (SM): dense., olive -brown , moist, few fine GRAVEL, mostly coarse 3911.4 8 U to fine SAND, little fInes, nonp I ast i c, weak cementation \ becomes very dense Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, moist, 5512 4 9 KD(UW little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, 78/11"12.41 OM N U UW 4- 14212.4115 OM UW PA DS fine GRAVEL, mostly coarse 1'o fine SAND, trace fines, P non I ast i c weak cementation <� nonplastic, weak cementation -0) a O Pq Q OF DISREGARD PRINTS BEARING plasticity, PP >4.5 tsf 28+00 811 29+00 A-09-001 EI. +1056.5 ft A-09-002 El II 30+00 PLAN 1 " = 40' "B" Lin Sta 31 +35.26 Cherry Ave= Sta 694+57.86 "B" Line "C" Line ''A'' Line 31+00 32+00 C O rn -+- Qo 00 0) o,-0 C + LTI 0 0 O o 0 A-09-003 co 8" � "C" Line "C" Line STA. 30+08±; 80LT± STA. 30+33±; 86RT- A-09-002 EI . +1057.5 ft 8 5 Asphalt Concrete SILTY SAND with GRAVEL (SM): very dense, olive moist, -1 I i tt I e fine GRAVEL, mostly coarse to fine SANG, little finesnonplastic, weak cementation M> UW RS becomes dense 63 2.4 SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonpIastic, weak cementation �� O0 -C 0) UC Co E cr-o O:D �-U Sta 32+19.29 �_ Cherry Ave= Sta 694+58.40 ''A'' Line 33+00 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 545 624 0210111 2 �oFEssjo REGISTERED CIVIL ENGINEER DATE �o e 111`4l S.PIRATHIVIRAJ z 03/29/11 rn No. C71662 PLANS APPROVAL DATE . � The State of California or its officers or agents 4% Exp12/31 /13 shall not be responsible for the accuracy or STa C I V I L �P completeness of scanned copies of this plan sheet. TF OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 A-09-003 6 Asphalt Concrete SILTY SAND with GRAVEL (SM): very dense, olive moist, I ittle fine GRAVEL, most I y coarse to fine SAND, little finesnonp I ast i c, weak cementation M U M P SILTY SAND (SM): dense, olive -brown moist, few fine GRAVEL, mostly coarse to fine SAND, little f I nes, nonp I ash i c, weak cementation 11% coarse to fine GRAVEL, 68% coarse to fine SAND, 21% fines Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, moist, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonD I ast i c. weak cementation SILTY SAND (SM): dense., olive -brown , moist, few fine GRAVEL, mostly coarse 3911.4 8 U to fine SAND, little fInes, nonp I ast i c, weak cementation \ becomes very dense Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, moist, 5512 4 9 KD(UW little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, 78/11"12.41 OM 4 U UW becomes very dense 14212.4115 OM UW PA DS fine GRAVEL, mostly coarse 1'o fine SAND, trace fines, P non I ast i c weak cementation (WIDEN) nonplastic, weak cementation SANDYlean CLAY (CL):very stiff, dark yellowish 3711.471-6- O Pq brown, moist, 38% fine SAND, 62% fines, low OF DISREGARD PRINTS BEARING plasticity, PP >4.5 tsf EARLIER REVISION 45% medium to fine SAND, 557. fines, I ow plasticity SILTY SAND (SM): dense, o I i ve-brown, moist, trace fine GRAVEL, mostly 38 SILTY SAND (SM): very dense, olive -brown, moIst, T. : OM PA 90/11 1.4 18 57 1 .4 10 little fines, nonplastic weak cementation, with lense of CLAYEY SAND a� top OM coarse to fine SAND, I i tt I e fines, nonplastic, weak cementation SILTY SAND with GRAVEL(SM):dense, olive -brown 1 .4 5 4 Lu mostly coarse to fine SAND, trace fines, nonplastic weak cementation moist 17% fine GRAVEL 60% coarse to fine SANb at El. 955.0 ft SILTY SANDSM :dense, o I I ve-brown, mo I st, Drilled on 9/17/2009 SILTY SAND with GRAVEL (SM): very dense, olive -brown, moist, I i tt I e fine 50/3 2.4 6 1070i OM UW CR 23% fines, non I ast i c weak cementation 9 78T2-. 4 11 29+00 02101112 OM UW DS PA GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation Bulk 7 ;'. 22 Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, little coarse to fine GRAVEL STATE OF CALIFORNIA s. Pirathiviraj FIELD INVESTIGATION BY: Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, dry, PROJECT ENGINEER DATE: 09/16/09 to 10/21/09 mostly coarse to fine SAND trace fines, 9 58 1.41 12 .`:': OM 43% coarse to fine GRAVEL, 52% coarse to fine SAND, 5% fines, nonpIastic, INCHES UNIT: 2232 61 1.4 8 ; : OM nonplastic, weak cementation FILE => $REQUEST weak cementation REF /4.5 2.4 13 ' OM UW Poorly graded SAND with GRAVEL (SP): very dense, of ive-grays dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, REF /5 2.4 9 UW :': nonplastic, weak cementation 50/6 1.4 10 ;:'.;..OM 50/6 1.4 50/5 2.4 11 OM UW FREF 2.4 15 1-4 16 OM 5711.411:2Terminated at El. 996.0 ft Dri l led on 9/16/2009 Hammer Energy Ratio (ER i =75%) REF/61 2.4113/:t`OM UW Groundwater not Encountered During DriI I ing F637.41114 OM Poorly graded SAND with SILT and GRAVEL (SP -SM): 54CO065 very dense, olive -brown, dry little coarse to 14212.4115 OM UW PA DS fine GRAVEL, mostly coarse 1'o fine SAND, trace fines, P non I ast i c weak cementation (WIDEN) PP SANDYlean CLAY (CL):very stiff, dark yellowish 3711.471-6- O Pq brown, moist, 38% fine SAND, 62% fines, low OF DISREGARD PRINTS BEARING plasticity, PP >4.5 tsf EARLIER REVISION 45% medium to fine SAND, 557. fines, I ow plasticity 150/5''12.4117 :.. O SILTY SAND (SM): very dense, olive -brown, moIst, few fine GRAVEL, mostly coarse to fine SANDa 90/11 1.4 18 UW little fines, nonplastic weak cementation, with lense of CLAYEY SAND a� top ;::L.jOM Poorly graded SAND with GRAVEL (SP): very dense, F7 -8-F2.4 19 ,,.`. - OM olive -brown dry, little coarse to fine GRAVEL, 4 Lu mostly coarse to fine SAND, trace fines, nonplastic weak cementation Terminated at El. 955.0 ft SILTY SANDSM :dense, o I I ve-brown, mo I st, Drilled on 9/17/2009 mostly coarse to fine SAND, I i tt I e f i nes, Hammer Energy Ratio (ER i =75%) nonplastic, weak cementation Groundwater not Encountered During Drilling 1070i �o Stationing along "C" Line 29+00 02101112 30+00 31+00 PREPARED FOR THE R. J ie 22 25 STATE OF CALIFORNIA s. Pirathiviraj FIELD INVESTIGATION BY: PROJECT ENGINEER DATE: 09/16/09 to 10/21/09 DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS o 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST No Recovery, 5" cobble ecountered Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 20' BRIDGE NO. 54CO065 CHERRY AVENUE POST MILES (WIDEN) 13.2 LOG OF DISREGARD PRINTS BEARING EARLIER REVISION DATES 03 32+00 +1050 +1040 +1030 +1020 +1010 +1000 LU +990 0 LU 0 +980 w +970 +960 I� 0 +950Lu 1[-- 0 ICD w CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w AVENUE OVERHEAD (WIDEN) TEST BORINGS 1 OF 4 Lu Q REVISION DATES SHEET OFLu z 1070i �o poi �o ov >> 02101112 22 25 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) CEMENTATION Description Criteria Weak Crumb I es or breaks w i th hand I i ng or A I tt I e f i nger pressure. Moderate Crumbles or breaks with considerable Rotary drilled boring finger pressure. Strong Will not crumble or break with finger " pressure. BOREHOLE IDENTIFICATION Symbol Hole Type Description s�Ze A Auger Boring s�Ze R Rotary drilled boring Strength (tsf) P Rotary percussion boring (air) " R Rotary drilled diamond core N HD Hand driven (1 -inch soil tube) HA Hand Auger ® D Dynamic Cone Penetration Boring ® CPT Cone Penetration Test (ASTM D 5778-95) r , 0 Other L_J 0.25 to 0.50 Penetrated severa I inches by and kneading to reach the plastic I i m i t. The Note: Size in inches. Top Hole E I . Casing driven — Size of Sampler (inches) SPT N -Value (per ASTM 1586-99), P = push sample, or as noted R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE Hole I.D. o 000< 16 11.4 /. 3 'I Description of materia Muw uu --Field & Lab Tests GWS Elev. Date measured Material change Estimated material change Soil/Rock boundary Boring Date Terminated at E I ev Hammer Energy Ratio (ERi) _ ROTARY BORING OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheang CONSISTENCY OF COHESIVE SOILS PLASTICITY OF Unconfined Pocket Description Description Compress i ve Penetrometer Torvane Field Approximation Measurement (tsf ) A 1/8 -inch thread cannot be rolled Strength (tsf) Measurement (tsf) Low Very Soft < 0.25 < 0.25 < 0.12 Easily penetrated several inches plastic limit. by fist Soft 0.25 to 0.50 0.25 to 0.50 0.12 to 0.25 Easily penetrated several inches The thread cannot be rero I I ed after reaching the plastic limit. The lump crumbles by thumb Medium Stiff 0.50 to 1.0 0.50 to 1.0 0.25 to 0.50 Penetrated severa I inches by and kneading to reach the plastic I i m i t. The thread High thumb with moderate effort formed without crumbling when drier than Readily indented by thumb but Stiff 1 to 2 1 to 2 0.50 to 1.0 penetrated only with great effort Very Stiff 2 to 4 2 to 4 1.0 to 2.0 Readily indented by thumbnail 13.2 Indented by thumbnail with Hard > 4.0 > 4.0 > 2.0 difficulty F_ 0 0 U O Top Hole EI. o0 0 0 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. drop or as noted) P Date ensured ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: 0()/l (;/09) tn 1 o/21 /n9 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 Top Hole EI. No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 2.2" cone, or as noted) C: 0 4- U O J Hole I.D. NPC 2 EI 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER UNIT: 2232 I 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 546 624 LE02101112 �oFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ z 03/29/11 No. C71662rn PLANS APPROVAL DATE � The State of California or its officers or agents _�( Exp. 12/31/13 shall not be responsible for the accuracy or %%4 C I V I L �P completeness of scanned copies of this plan sheet. TF OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 TOD Hole EI. Pressure measured along sleeve friction element (34.88 i n t area) divided by pressure measured on tip element. C: 0 Hole I.D. U Pressure measured on tip element (2.33 int area) 6 4 2 0 10 20 30 20 2t0 Friction Ratio (%) Tip Bearing (MPa) Boring Date CONE PENETRATION TEST (CPT) SOUNDING w 0 LU 0 J w LU Q 0 EO 0 LU 0 n LU a 0 BRIDGE NO. PLASTICITY OF FINE-GRAINED SOILS AVENUE Description Criteria Nonp I ast i c A 1/8 -inch thread cannot be rolled at any water content. 54CO065 Low The thread can barely be rolled and the lump cannot be formed when drier than the plastic limit. The thread is easy to roll and not much time is required to reach the plastic limit . Medium The thread cannot be rero I I ed after reaching the plastic limit. The lump crumbles when drier than the plastic limit. It takes considerable time rolling and kneading to reach the plastic I i m i t. The thread High can be rero I I ed several times after reaching the plastic limit. The lump can be formed without crumbling when drier than the plastic limit . LOG F_ 0 0 U O Top Hole EI. o0 0 0 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. drop or as noted) P Date ensured ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: 0()/l (;/09) tn 1 o/21 /n9 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 Top Hole EI. No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 2.2" cone, or as noted) C: 0 4- U O J Hole I.D. NPC 2 EI 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER UNIT: 2232 I 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 546 624 LE02101112 �oFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ z 03/29/11 No. C71662rn PLANS APPROVAL DATE � The State of California or its officers or agents _�( Exp. 12/31/13 shall not be responsible for the accuracy or %%4 C I V I L �P completeness of scanned copies of this plan sheet. TF OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 TOD Hole EI. Pressure measured along sleeve friction element (34.88 i n t area) divided by pressure measured on tip element. C: 0 Hole I.D. U Pressure measured on tip element (2.33 int area) 6 4 2 0 10 20 30 20 2t0 Friction Ratio (%) Tip Bearing (MPa) Boring Date CONE PENETRATION TEST (CPT) SOUNDING w 0 LU 0 J w LU Q 0 EO 0 LU 0 n LU a 0 BRIDGE NO. CHERRY AVENUE OVERHEAD (WIDEN)Cn LU 54CO065 POST MILES LOG OF TEST BORINGS 2 OF 4LU 13.2 Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF z Q:� EARLIER REVISION DATES C- 03/ 10 07/ 10 10/ 10 O1 / 11 02101112 23 25 cn CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) GROUP SYMBOLS AND NAMES Graphic/Symbol Group Names Graphic/Symbol Group Names ® 0® Very loose GRAVEL 0 - 4 Lean CLAY64bWell-graded 5 to GW Little Medium Dense 15 to Lean CLAY with SAND ®®0 Dense Wel 1 -graded GRAVEL with SAND 31 - 50 Lean CLAY with GRAVEL 50 to > 50 CL SANDY lean CLAY o 00 0 o Poorly graded GRAVEL SANDY lean CLAY with GRAVEL 0 00° GP TEST BORINGS GRAVELLY lean CLAY 0 ° ° 3 OF Poorly graded GRAVEL with SAND GRAVELLY lean CLAY with SAND 0 0 ® ® Well -graded GRAVEL with SILT LU SILTY CLAY GW -GM SILTY CLAY with SAND ® DISREGARD PRINTS BEARING Wel 1 -graded GRAVEL with SILT and SAND REVISION DATES SILTY CLAY with GRAVEL ® 0 SHEET OF 1 z � CL -ML SANDY SILTY CLAY ® ® Wel I - raded GRAVEL with CLAY (or S�LTY CLAY) Lou EARLIER REVISION DATES C- 03/ SANDY SILTY CLAY with GRAVEL ® GW -GC Wel I - raded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY ® (or SILTY CLAY and SAND) 25 GRAVELLY SILTY CLAY with SAND 0 00 & Poorly graded GRAVEL with SILT SILT o c GP -GM SILT with SAND 0 ° Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL ° ML SANDY SILT 00 o Poorlyy ggraded GRAVEL with CLAY (or S JYr CLAY) SANDY SILT with GRAVEL o ° GP -GC Poorly graded GRAVEL with CLAY and GRAVELLY SILT ° ° 0 ° SAND (or SILTY CLAY and SAND) GRAVELLY SILT with SAND ° SILTY GRAVEL ORGANIC lean CLAY GM ORGANIC lean CLAY with SAND o ° ° ° SILTY GRAVEL with SAND ORGANIC lean CLAY with GRAVEL OL SANDY ORGANIC lean CLAY ° CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC GRAVELLY ORGANIC lean CLAY 0 CLAYEY GRAVEL with SAND GRAVELLY ORGANIC lean CLAY with SAND o °ORGANIC � SILTY, CLAYEY GRAVEL SILT GC -GM ORGANIC SILT with SAND O SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° Wel 1 -graded SAND SANDY ORGANIC SILT with GRAVEL o SW GRAVELLY ORGANIC SILT Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND :. Poorly graded SAND Fat CLAY SP Fat CLAY with SAND :. .: Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY ° We I I -graded SAND with SILT SANDY fat CLAY with GRAVEL o SW -SM GRAVELLY fat CLAY Well -graded SAND with SILT and GRAVEL GRAVELLY fat CLAY with SAND Wel I - raded SA D with CLAY Elastic SILT o _ SW SC (or SILTY CLAY Elastic SILT with SAND ° Well - raded SAND with CLA and GRAVEL (or SILTY CLAY and GRAVEL Elastic SILT with GRAVEL °. MH SANDY elastic SILT SANDY elastic SILT with GRAVEL Poorly graded SAND with SILT SP -SM GRAVELLY elastic SILT Poorly graded SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND Poor I yy gqraded SAND with CLAY Jy' ORGANIC fat CLAY SP-SCORGANIC (or S CLAY) fat CLAY with SAND Poor I y graded SAND with CLAY andZ GRAVEL or SILTY CLAY and GRAVEL) ORGANIC fat CLAY with GRAVEL OH SANDY ORGANIC fat CLAY SILTY SAND SANDY ORGANIC fat CLAY with GRAVEL SM GRAVELLY ORGANIC fat CLAY SILTY SAND with GRAVEL GRAVELLY ORGANIC fat CLAY with SAND CLAYEY SAND ORGANIC elastic SILT SC ORGANIC elastic SILT with SAND CLAYEY SAND with GRAVEL ORGANIC elastic SILT with GRAVEL OH SANDY ORGANIC elastic SILT SILTY, CLAYEY SAND SANDY ORGANIC elastic SILT with GRAVEL SC -SM GRAVELLY ORGANIC elastic SILT SILTY, CLAYEY SAND with GRAVEL GRAVELLY ORGANIC elastic SILT with SAND ORGANIC SOIL PT PEAT ORGANIC SOIL with SAND ORGANIC SOIL with GRAVEL ' OL /OH SANDY ORGANIC SOIL 0.. . COBBLES SANDY ORGANIC SOIL with GRAVEL D: COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheung R. J ie FIELD INVESTIGATION BY: DATE: 09 /1 F; /09 tn 1 o/21 /n9 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 FIELD AND LABORATORY TESTING C Conso I i dat i on ( ASTM D 24 35 ) CL Col lapse Potential ( ASTM D 5333 ) CP Compaction Curve ( CTM 21 6 ) CR Corros i v i ty Testing (CTM 643, CTM 422, CTM 417) CU Conso I i dated Undra I ned Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) M Moisture Content ( ASTM D 221 6 ) OC Organic Content- % ( ASTM D 2974 ) P Permeability (CTM 220) SParticle Size Analysis (ASTM D 422) PI Plasticity Index (AASHTO T 90) Liquid Limit (AASHTO T 89) PL Point Load Index (ASTM D 5731 ) SPressure Meter PP Pocket Penetrometer R R -Value ( CTM 301 ) SE Sand Equivalent ( CTM 21 7 ) (SG Specific Gravity (AASHTO T 1 00) SL Shrinkage Limit (ASTM D 427) (SW) Swell Potential (ASTM D 4546) TV Pocket Torvane Unconf I ned Compress i on -So i UC (ASTM D 2166) Unconfined Compress i on -Rock (ASTM D 2938) UU Unconso I I dated Undra i ned Triaxial (ASTM D 2850) UW Unit Weight (ASTM D 4767) VS Vane Shear (AASHTO T 223) PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER ' I I I UNIT: 2232 I 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 547 624 02101112 �oFEssjo REGISTERED CIVIL ENGINEER DATE �o e �ql S. PIRATHIVIRAJ z 03/29/11No. C71662 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. 12/31/13 shall not be responsible for the accuracy or STa CIVIL �P completeness of scanned copies of this plan sheet. TF of CALIFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 APPARENT DENSITY OF COHESIONLESS SOILS Description Dry SPT N 60 (B I ows / 12 1 nches ) Very loose Moist 0 - 4 Loose 5 to 5 -10 Little Medium Dense 15 to 11 - 30 Dense 30 to 31 - 50 Very Dense 50 to > 50 MOISTURE Description Criteria Dry Absence of moisture, dusty, dry to the Criteria touch Moist Damp but no visible water Wet Visible free water, usually soil is 5 to below water table PERCENT OR PROPORTION OF SOILS Description > 1211 Criteria Trace Particles are present be less than 5% but estimated to Few Fine 5 to 10% Little No. 10 to No. 4 15 to 25% Some No. 200 to No. 40 30 to 45% Mostly 50 to 100% PARTICLE SIZE Description Size Bou I der > 1211 Cobble 31I to 12" Grave I Coarse 3/4" to 3" Fine No. 4 to 3/4'' Sand Coarse No. 10 to No. 4 Med i um No. 40 to No. 10 Fine No. 200 to No. 40 w 0 LU 0 J w LU Q 0 EO 0 LU I- 0 a - w a 0 BRIDGE NO. CHERRY AVENUE OVERHEAD (WIDEN) LU 54CO065 POST MILES LOG OF TEST BORINGS 3 OF 4 13.2 LU Q DISREGARD PRINTS BEARING REVISION DATES SHEET OF 1 z � Lou EARLIER REVISION DATES C- 03/ 10 1,071XI10101W10 01/711102/01/12 24 25 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 A( ,i,,�rt C+IH 6r�gy� P,%to7�f�1�•� t/u/�� �1 �� P, le O�S�4Sr,ys .f ..- o • sem. AL ode'°,rj/dr t k w Z 1 4,Ar, Jn*/ N,d 1r-qtn pff /a-". V Ul44bI 1 R . 1J# "I I Al I 1 CZANPO' F010-00 A+P�'drr arr�e►s�rr7y.,irx irirs Ti��► �/ f � sttkt tenyrA 3;r. 2f Aro+ L e yr rI J. aly1rh Ira W I lrre/�T4d7�Pi�� � � _ W SAS BUILT PLANS Contract No.- Date Completed Document No.�O9ao»c 04 W 4 I I I V ooyz ,er t4 Pe. .F.p ��,°,�,";a aTr�ti: PIMA "a �;i::` anger iar,r. istration seal with signature, license number and registration certificate exD1_Q ion date confirm that this is a true and the d This drawing is accurate copy of original nt. available and presente only for the convenience of any 1-08 - �T) Unit DIST. 7 CAI.. �` ST MILES -TOTAL PROJECT Noe Shee s I 1 CZANPO' F010-00 A+P�'drr arr�e►s�rr7y.,irx irirs Ti��► �/ f � sttkt tenyrA 3;r. 2f Aro+ L e yr rI J. aly1rh Ira W I lrre/�T4d7�Pi�� � � _ W SAS BUILT PLANS Contract No.- Date Completed Document No.�O9ao»c 04 W 4 I I I V ooyz ,er t4 Pe. .F.p ��,°,�,";a aTr�ti: PIMA "a �;i::` anger iar,r. istration seal with signature, license number and registration certificate exD1_Q ion date confirm that this is a true and the d This drawing is accurate copy of original nt. available and presente only for the convenience of any r, contractor or other interested party.. . DIST. COUNTY ROUTE �` ill s��+ •ted• a r� �-�• .. r R.r�. 1�•'.•.�la <NM INHi{� -LMI MSI ■{i■ GST{ AI+w•f4._��.(–_ • -r i �, _��. DIVISION OF ENGINEERING ERVICES - GEOTECHNICAL SERVICES As -Built Log of Test Borings sheet s considered an informational document only. As such the State of California istration seal with signature, license number and registration certificate exD1_Q ion date confirm that this is a true and the d This drawing is accurate copy of original nt. available and presente only for the convenience of any r, contractor or other interested party.. . DIST. COUNTY ROUTE �` ST MILES -TOTAL PROJECT Noe Shee s 08 SBd 10 12.3/14.1 548 624 02101112 REGISTERED CIVIL ENGINEER DATE CHERRY AVENUE OVERHEAD (WIDEN) .LOG OF TEST BORINGS 4 OF 4 NOTE: A COPY OF THIS LOG OF TEST BORINGS IS UNIT: 2232 AVAILABLE AT OFFICE OF STRUCTURE MAINTENANCE AND INVESTIGATIONS, SACRAMENTO, CALIFORNIA PROJECT NUMBER & PHASE: 08000007441 BRIDGE No. Sheet of AC.Z)B I LT 54CO . 25 25 NO CORRECTIONS BY / C.01'4TRACT NC),59 5VC16 : r -I O Q�pFESS10N q� S:PIRATHIVIRAJ z LU No. C71662 M Exp. 12/31/13 s� CIVIL tP qrF OF CALIF 1 i - I i E Ib , 'h h �1�p�{ox ��frrr Of A1I�� 1 1 ! , •I. / '�• = ` � ! � -� �i r ♦ � 2 � / �j �j , s�o.,r,►� Alas ,tt r�lur.y rlrif.3-50-6 1 - F ic Val # ( i"W,I r0.i/Ir�:"* ���. °l� �� NG .�.w. • s rh r 1!r11� k. Et. -- 1 . i lR/ = y ..v/• i .. �a ;� ]� h ,• a r• •} •[ .4. _ t, . .� ■"RIM lt2�tr , :'• f�S l /! r �.. OIV �i ,� �\ X f'�L t :� „ .... _f Y \. 1 '{.]•-. \• \••!rte .., '•+ rc [e,.. 1 L' { LY:.. •. 1 , �.�3••:. •s .: � ,r� � ••;ti.• t -t .y�` S �'� I z : t .... 3�/F ,• �!I>�;�� t. 1t.•�;.�•�I���I�!���33. :.��,:• �.��%�.r�� f Ii �' .fir': •i.. a Y.�"• , fes' i0 rLID �Fi�"rft �� , 1. • t•►•w-#•r r .., ] of � "% ' i4fE� I to 19-CL'tipace /1Q 40d"Jmay �/ !r j■ Jca trtfi/of C6,��v r 4 la AlwAkAZ _ 1 •:: Toro 'PO ka—dr"/R f I 7 I I &�t�'sar ri41r�Pr �iJr{ar� I , .. ---,. --i - -- 1 i i I I X77 i i .SF -�Q I �! R I CLASS IF T AY STEW �''riin LIM.M GF EA{YTM MILT 1t1AL'.i L B [� t� F D 0 st I N d � D E Ft A T 1 o tA 0 � �I,Iw � AF1Y s�� DIAGili11A swowl"s TRI �13 FOIW; E5TjmATlS W -SILTY Ck AY oR T`,�'�Iillr.'reR•ti81F RRAI� SIIsd 171iTRdAIrTIQ1111 USI) tii DET[R-� itAVEL r, �. CLAYtY SILT ; +� liRINA'1'IOtZ OF GLASS NAt-IE'.i _ AIM C-41&%dW"K PPtM11Es WWjWW 1M �� � ,f B-A(I B / 2 CLAY BEAT opt �b Hole El. Tv Hole R. -1 •mil" iF GRAVEL >a PRESENT :N ADFIII:C1AdLE . � A1+18t1irITS THE TERK'PGRAVIELUYa MI *Y $AiVp � ORGANIC. MATTIM ®�� t3$*M%!11 cbRY� ..aArr ,r4VA0*■ CAM;V driven #' r s„ or MQA& puhed G w I. J� Q o—S pM' foot _ IVM 130 MMPI*r �! A ,-rat { Oirr -�, !!f; ADDED TO THE CLASS AlI�ME V12", 'i,/ 'r RaTA�tY doltlMa (w�Y) fig--...lt� rsrrrtll� a.►tir i3Jarrf ++�+g/Ir` / � � r �r �w' i�P4� � rz11' � cull No Cnur7/' � TP GRAVit"Y SAMO T114R. TERIA3 f 'r.d 5 s LT FILL MwTER1A4L �srwe PwVh i iii' ;40 f6 �!i !4A►+a ups IV /i JI)." X11 .5■noarsctG r �batr L1Y (`L -Aa •COARSE, "MCb1UMr AND "FtNE SAuosit dDRINa pRY # r+P�1*n oil' �h�laroviN�sje ! aRaa/raLelio+t lest f'� , r drop orasnofb� (Winq a M2. /t QP.0-h,•C r•e r L f 3,t 1 / 0 i L� I ;... � t ' 1 /3Q ' X� +�4L..�+ pd � �� Tcyc .P.P. S,,►iX� ti � ► � j cw Wea*dt.r saw!'Gh .draffor,.. � ; CIor a fa21.'F� a' I C ' -970 NOTES • 6 coni 41Vf v aftntion k 91i7GItad to SuW- .i j A &4. (,•) g t6 ' M ` �1�. and ft Iii Sp6dal Prorrbk ns accompanying this ^� of p� , CW%4W0Caltion Of •omit mahriai W shown on f_,s ah" is b6aa*d upon Wd and is not to be �sftU0J to Imply me�chankal onalyai: t■TATN CIS C._, .1r XktA 171rAXTMtCAV C+ -•u11L-tp wOaR• 01V1rkalr 4K #4it KWILT* WHEN USED To DE,SCItIBE SA1dD, CLAY ® IGNuous Rock jNl tAtevrirrrd r�orta� Q■#,I .r. M�Xrcrrly�-Tory � of d.-ele"rP�ri#1W , � CHERRY r� ��{+ Y£ 9 L SILT /11G �RAYf L FIEFER TO J-.w+•r-= r+lrr hrrr{,Tt■r // p r STANDAMID GRAp� dlt�li SANDY CLAY GR kA� ET B�i11HG Ru�Md p,� � ` a�Atri{►akw °'� ( a* r I�r`rr1M6L11d mal��l ahrrr� a, zi +yaftrd� /� Yirsa dll,roar•� ' ��+Jvd rrlt►11rrt1iJ CMfgle _ro ECLh1PCY ,gAf1C E SILDIFA�NTARY Ror-K .Sitartl�4 Aversy■ .rArn LIMITS. ti j COMB 114Rliiil 9W ( gm r fi-reran a6ars n1,+lt .r b j s O l4 Y IL 1-T 1�T 1Vncan& rr&6r4 jrwAnru/ n� .� r i rnd i pr V.�1 fes` SAN� .$ILT fit P --t GsAl�dcvirlgMU ,�� } LOG OF TES*o BORINGS 30 I L7 31LTY SAWO METAIAO PHIC ROCK 1 •4+;�sT Pf T w air~, .f I>+or•i f "� .�a' :i _T - - 5.. cgacEHrAass 10 i §01L TusiE TRaTION BORI�g- SCALE �rA J f0' I7aIPGE.f' �`, 10FIAWIM; L ^ ,� aI] - I 10 I HEREBY-ERTIFY THAT T1112, IS A TRU13 AND A00,11RATE COPY OP `I'H1.: AI3OX DOCtll,t;NT TAKEN UNDER MY DIRECTION AND CONTROL ON T11I0 DATE Its SACRAML:NTO, CAI,1F(''1t:%1A PURSUANT TO AUTHORIZATION BY THE DIRECTO� Of P,UBLTC: W4)RKS. r�SIGNATU111.',4 I l { { •1 '!'TYLE �I -I- ,� , l . .' .•�. t i _ 7 , sy %;iti's a01a'� vt!c/ ' �L' . ' �'Ifinlllr.lywd,s • jy+�i r+3 Ic.A I JAW AW Ara jW J r s-/-��JK�.r■rr s e rF�— Awso � �wsn■ aa�/JMfair AL I IMlii �IIM► /rlli lan I -- - --� -R 0 I 7 I I &�t�'sar ri41r�Pr �iJr{ar� I , .. ---,. --i - -- 1 i i I I X77 i i .SF -�Q I �! R I CLASS IF T AY STEW �''riin LIM.M GF EA{YTM MILT 1t1AL'.i L B [� t� F D 0 st I N d � D E Ft A T 1 o tA 0 � �I,Iw � AF1Y s�� DIAGili11A swowl"s TRI �13 FOIW; E5TjmATlS W -SILTY Ck AY oR T`,�'�Iillr.'reR•ti81F RRAI� SIIsd 171iTRdAIrTIQ1111 USI) tii DET[R-� itAVEL r, �. CLAYtY SILT ; +� liRINA'1'IOtZ OF GLASS NAt-IE'.i _ AIM C-41&%dW"K PPtM11Es WWjWW 1M �� � ,f B-A(I B / 2 CLAY BEAT opt �b Hole El. Tv Hole R. -1 •mil" iF GRAVEL >a PRESENT :N ADFIII:C1AdLE . � A1+18t1irITS THE TERK'PGRAVIELUYa MI *Y $AiVp � ORGANIC. MATTIM ®�� t3$*M%!11 cbRY� ..aArr ,r4VA0*■ CAM;V driven #' r s„ or MQA& puhed G w I. J� Q o—S pM' foot _ IVM 130 MMPI*r �! A ,-rat { Oirr -�, !!f; ADDED TO THE CLASS AlI�ME V12", 'i,/ 'r RaTA�tY doltlMa (w�Y) fig--...lt� rsrrrtll� a.►tir i3Jarrf ++�+g/Ir` / � � r �r �w' i�P4� � rz11' � cull No Cnur7/' � TP GRAVit"Y SAMO T114R. TERIA3 f 'r.d 5 s LT FILL MwTER1A4L �srwe PwVh i iii' ;40 f6 �!i !4A►+a ups IV /i JI)." X11 .5■noarsctG r �batr L1Y (`L -Aa •COARSE, "MCb1UMr AND "FtNE SAuosit dDRINa pRY # r+P�1*n oil' �h�laroviN�sje ! aRaa/raLelio+t lest f'� , r drop orasnofb� (Winq a M2. /t QP.0-h,•C r•e r L f 3,t 1 / 0 i L� I ;... � t ' 1 /3Q ' X� +�4L..�+ pd � �� Tcyc .P.P. S,,►iX� ti � ► � j cw Wea*dt.r saw!'Gh .draffor,.. � ; CIor a fa21.'F� a' I C ' -970 NOTES • 6 coni 41Vf v aftntion k 91i7GItad to SuW- .i j A &4. (,•) g t6 ' M ` �1�. and ft Iii Sp6dal Prorrbk ns accompanying this ^� of p� , CW%4W0Caltion Of •omit mahriai W shown on f_,s ah" is b6aa*d upon Wd and is not to be �sftU0J to Imply me�chankal onalyai: t■TATN CIS C._, .1r XktA 171rAXTMtCAV C+ -•u11L-tp wOaR• 01V1rkalr 4K #4it KWILT* WHEN USED To DE,SCItIBE SA1dD, CLAY ® IGNuous Rock jNl tAtevrirrrd r�orta� Q■#,I .r. M�Xrcrrly�-Tory � of d.-ele"rP�ri#1W , � CHERRY r� ��{+ Y£ 9 L SILT /11G �RAYf L FIEFER TO J-.w+•r-= r+lrr hrrr{,Tt■r // p r STANDAMID GRAp� dlt�li SANDY CLAY GR kA� ET B�i11HG Ru�Md p,� � ` a�Atri{►akw °'� ( a* r I�r`rr1M6L11d mal��l ahrrr� a, zi +yaftrd� /� Yirsa dll,roar•� ' ��+Jvd rrlt►11rrt1iJ CMfgle _ro ECLh1PCY ,gAf1C E SILDIFA�NTARY Ror-K .Sitartl�4 Aversy■ .rArn LIMITS. ti j COMB 114Rliiil 9W ( gm r fi-reran a6ars n1,+lt .r b j s O l4 Y IL 1-T 1�T 1Vncan& rr&6r4 jrwAnru/ n� .� r i rnd i pr V.�1 fes` SAN� .$ILT fit P --t GsAl�dcvirlgMU ,�� } LOG OF TES*o BORINGS 30 I L7 31LTY SAWO METAIAO PHIC ROCK 1 •4+;�sT Pf T w air~, .f I>+or•i f "� .�a' :i _T - - 5.. cgacEHrAass 10 i §01L TusiE TRaTION BORI�g- SCALE �rA J f0' I7aIPGE.f' �`, 10FIAWIM; L ^ ,� aI] - I 10 I HEREBY-ERTIFY THAT T1112, IS A TRU13 AND A00,11RATE COPY OP `I'H1.: AI3OX DOCtll,t;NT TAKEN UNDER MY DIRECTION AND CONTROL ON T11I0 DATE Its SACRAML:NTO, CAI,1F(''1t:%1A PURSUANT TO AUTHORIZATION BY THE DIRECTO� Of P,UBLTC: W4)RKS. r�SIGNATU111.',4 I l { { •1 '!'TYLE �I -I- ,� , l . .' .•�. t i _ 7 71 F'- (;" DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 549 1 624 Cherry Avenue Overhead Dz1 02/01/12 10+00 11+00 1 2+00 13+00 14+00 15+00 16+00 17+00 DEVELOPED ELEVATION (MIRRORED) Chain Link Railing (B11-52 1 30'-0" Type 7 (Mod2) B3-1 LOL NOTES 3�� Concrete Barrier B1 1-54 Type 26A (Mod) ��j 1. For "INDEX TO RETAINING WALL PLANS', "STANDARD PLANS'' I ist, "RW21 11and "QUANTITIES", see "INDEX TO PLANS" sheet. Top of Curb and gutter Wall LOL see "ROAD PLANS'? 20 For "GENERAL NOTES (MSE WALLS)", see 'MECHANICALLY STABILIZED �i EMBANKMENT DETAIL NO. 2" sheet. Z Begin Wall Sta 10+00.00 Sta 21+37.46 75000 Lt N00° 09/11 "W 10+00 BC Sta 21+87059 C Line N00009'11"W "RW21 " LOL C Line 11+00 CURVE DATA No. R O T L 10 2929.00 03032'55" 90073 181041 O2 8073000 000 16'38 19.53 39006 O3 8077000 00°05'47" 6079 13058 ® 3004000 03032'55" 93006 186005 O5 7998000 04°08'51" 289061 578096 Type 1 to MSE transition Sta 11+56.46 "RW21 " LOL Sta 22+96.64 C Line 75000 Lt BC Sta 10+50.13 "RW21 " LOL= Sta 21+87.59 C Line 75°00 Lt 22+00 M 23+00 BY DESIGN Tim Fuller DESIGN OVERSIGHT DETAILS BY Yihong Wan QUANTITIES BY SIGN OFF DATE Tim Fuller DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) 12+00 ''RW21 " LOL 13+00 EC Sta 12+31.55 "RW21 " LOL= Sta 23+73064 C Line 75000 Lt 24+00 EC Sta 23+73064 Ine 25+00 PLAN 1 11 =30/-011 CHECKED Pete Smith CHECKED BY Pete Smith LAYOUT Y i hong Wan( CHEED BY Carol i na Lopez -Toro SPECIFICATIONS Jim Rucker Fractured Rib Texture cn = C c .L 0) 'U) > a) Q0 FG Weep hole andg0-3 pervious backf i I I 3-1 Retaining Wall Type 1 (B3-1 TYPICAL SECTION (TYPE 1 -oil N030 42'06"W End Wa I 1 EC Sta 17+16.46 "RW21 " LOL Sta 28+57.38 (�_ "C' Line 79000 Lt Angle break BC Sta 17+02.89 "RW21 " LOL= Sta 28+43093 C "C" Line 79000 Lt Angle break EC Sta 16+45.32 "RW21 " LOL= Sta 27+87.34 C "C" Line 75000 Lt 15+00 14+00 BC Sta 16+06.26 "RW21 " LOL= Sta 27+48.36 C Line 75000 Lt N030 42'0611W 26+00 CHECKED Tim Fuller PLANS AND SPECS COMPARED Jeremy LaHaye ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Q_ "C" Line 27+00 Sta 2(+ C" Line 16+00 —� U c a) 0) .L — 0 0 > o N07o 12' i q"\N _ 1 7+00 _ ------ 3 Cherry Avenue Overhead Structure Approach PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION BB Sta 28+62.26± Elev 1057004± / 2g+00 5 Y PCC Sta 33+27.32 "C" Line UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST BRIDGE NO. 54EO103 POST MILES 13.2 CONTRACT NO.: 08-468004 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o Q N4<' Brett Makley Z 03/29/11 M PLANS APPROVAL DATE No. C66397 The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet. ST TF OF CALZFO�� P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 "RW21 " LOL Top of l Wa 1 1 Chain Link Rai I ing B11-52 Type 7 ( Mod 1 ) -Concrete Barrier Type 26 (Mod1) 61 1-54 Curb and gutter � see ''ROAD PLANS'? MSE Wall --- ------------ Panel Barrier slab Fractured_ Rib Texture C 0 0 ', F G ----�Soil Re i of , Typ ---------- Vari Base wetl+h Leveling Pad TYPICAL SECTION (MSE) 1/411=1 /-011 0 W 0 J w w RETAINING WALL 21 V' GENERAL PLAN W Q REVISION DATE[All SHEET OFLLJ z DISREGARD PRINTS BEARING o' EARLIER REVISION DATES � 10/ 10 01/ /11 02/01/12 1 1 8 cn Base width MSE woI TYPE 1 woI LIMITS OF PAYMENT FOR EARTHWORK Design H "D" 1500'-1705' 1'-0'' STANDARD PLANS 3500'-4205' INDEX TO 104 CY (DATED MAY 2006)_ RETAINING WALL PLANS SF 79377 LB 229961 SF 207 LF 487 Al OA ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) SHEET NO. TITLE LF 225961 Al OB ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2) Al OC SYMBOLS (SHEET 1 OF 2) 1. GENERAL PLAN Al OD SYMBOLS (SHEET 2 OF 2) 20 INDEX TO PLANS A62B LIMITS OF PAYMENT FOR EXCAVATION AND 3e RETAINING WALL PLAN NOo 1 BACKFILL BRIDGE SURCHARGE AND WALL 4. RETAINING WALL PLAN NO. 2 5. RETAINING WALL PLAN NO. 3 NSP A85A CHAIN LINK FENCE DETAILS 6. RETAINING WALL PLAN NO. 4 BO -3 BRIDGE DETAILS 7. RETAINING WALL PLAN NO. 5 B3-1 RETAINING WALL TYPE 1 8. BARRIER DETAILS H=4' THROUGH 30' 9. MISCELLANEOUS DETAILS 10. PANEL DETAILS B3-8 RETAINING WALL DETAILS NO. 1 1 1 o MECHANICALLY STABILIZED EMBANKMENT DETAIL NOo 1 B1 1 -52 CHAIN LINK RAILING TYPE 7 12. MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 2 B1 1 -54 CONCRETE BARRIER TYPE 26 13. MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3 RSP P1 JOINTED PLAIN CONCRETE PAVEMENT 14. MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 6 15. LOG OF TEST BORINGS NO. 1 OF 4 PLAN SYMBOLS 16. LOG OF TEST BORINGS NO. 2 OF 4 17. LOG OF TEST BORINGS NO. 3 OF 4 1 8 o LOG OF TEST BORINGS NO. 4 OF 4 ? — Section Ident i f !cation Base width MSE woI TYPE 1 woI LIMITS OF PAYMENT FOR EARTHWORK Design H "D" 1500'-1705' 1'-0'' 2000'-3205' 3'-0'' 3500'-4205' 5'-0" DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) NTS STANDARD PLAN SHEET N0. DETAIL N0. LEGEND - Structural excavation (Retaining wa I 1 ) i - Structural backf i 1 1 (Retaining wa 1 1) 2/_01 - I Typ Note: Earthwork limits in addition to and "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 611 sheet DESIGN DETAILS QUANTITIES (A62B ��j BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA BY CHECKED DEPARTMENT OF TRANSPORTATION Tim Fuller Carol i na Lopez -Toro ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 Brett Mak I ey PROJECT ENGINEER DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 550 624 D l ' 02/01/12 ES SIO RE(GIST)ERED CIVIL ENGINEER DATE Q Nq 03/29/11 Brett Makley Z PLANS APPROVAL DATE � No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet, ST TF of CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 QUANTITIES STRUCTURE EXCAVATION (RETAINING WALL) STRUCTURE BACKFILL (RETAINING WALL) PERVIOUS BACKFILL MATERIAL (RETAINING WALL) EARTH RETAINING STRUCTURE, LOCATION A STRUCTURAL CONCRETE, RETAINING WALL STRUCTURAL CONCRETE, BARRIER SLAB FRACTURED RIB TEXTURE BAR REINFORCING STEEL (RETAINING WALL) PREPARE AND STAIN CONCRETE CHAIN LINK RAILING (TYPE 7 MOD1 ) CHAIN LINK RAILING (TYPE 7 MOD2) CONCRETE BARRIER (TYPE 26 MOD1 ) CONCRETE BARRIER (TYPE 26A MOD) ANTI -GRAFFITI COATING UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST 181 CY 233 CY 20 CY 17,422 SF 104 CY 289 CY 564 SF 79377 LB 229961 SF 207 LF 487 LF 536 LF 157 LF 225961 LF BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 INDEX TO PLANS DISREGARD PRINTS BEARING REVISION DATES CONTRACT NO.: 08-468004 EARLIER REVISION DATES 0- 10,1 10 01//11 02/01/12 1 0 SHEET I OF 0 2 1 18 w Q -69 0 I I 0 W 0 w Q 0 n, w V) I I W Q II ,.. . I1 . -. - . / -1I r VV I I I ly .`� I C�J DJ—Q 3-1 NOTES: DEVELOPED ELEVATION (MIRRORED) 1 . For Fractured Rib Texture deta i Is, see ''MISCELLANEOUS DETAILS 11 sheet. Begin Wall Sta 10+00.00 RW21 LOL 10 /8 II=1 /_011 "RW21 " LOL --"\ RW footing, Typ "1 r / 1010 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES BY Tim Fuller BY Y i hong Wan BY Tim Fuller Concrete barrier Type 26A (Mod) sidewalk slab PLAN /8 1 /- 011 / 11 2 M O O 0 Ln a� c C- 0 4- t0 o �o Ln ,+ ,o c J C - I I I 1014� I CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 551 624 D l ' 02/01/12 �pFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 PLANS APPROVAL DATE W No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL S 1 completeness of electronic copies of this plan sheet. T TF of CALIF00P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Y^11=1 /_011 B11-54 BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10�10 01/ /11 02/01/12 07/ /10 1 3 i� w Q -69 0 I I 0 w 0 w a_ w Q 0 n, w V) 7D I I 1 w Q OFLi z 18 TYPE 1 MSE Limits of Limits of Concrete Barrier Concrete Barrier Type 26A (Mod) Type 26 (Mod1 ) Fm - W r. DESIGN OVERSIGHT I L I L I V V I V V V o I V Datum E I ev 1000.00 C SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) RW footing, Typ 12+00 DEVELOPED ELEVATION (MIRRORED) `--12+00 I L���---------------- \�►��___------- //' _ 104 /8 II=1 /_OII "RW21 " LOL Barrier Slab Concrete Barrier Type 26A (Mod) sidewalk slab DESIGN DETAILS QUANTITIES BY Tim Fuller BY Y i hong Wan BY Tim Fuller PLAN- 1/8 LAN I/811=1 /_OII 1 3+00 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 552 624 D l ' 02/01/12 FZpFESSIO REIST RED CIVIL ENGINEER DATE Brett Makley Z 03/29/11 PLANS APPROVAL DATE W No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet. ST TF of CALi 0 P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Indicates interval i n years from time of construction to time of removal of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet I I I I �,u I cs pane I type designation. For details see 'PANEL DETAILS" and "MECHANICALLY STABILIZED EMBANKMENT DETAIL NOo 1 " sheets PANEL LEGEND NO SCALE o Io 0 LEGEND rn _-- I 13+00 - Indicates I i m its of welded wire mat II ' TLP - Top of leveling pad BW - Base width i CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST 0 r h, krEC For MSE wa I I and TYPE 1 wa I I j o i nt deta 1 1, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10�10 01/ /11 02/01/12 07/ /10 1 4 w 0 W 0 J a - W a n, w V) I I 2W Q OFLi z 18 6 25' 1 8' # of Panels Design H = BW = Z�i-----,-----T--- r I I n n HppI uA uu — r u u I ul Iy 11RW21 " LOL I L I L I \.+ V I \J I I o L\/ TLP EIev 1008070 Datum EIev 1000.00 I LEGEND ��---- �_j - Indicates limits of welded wire mat - Top of leveling pad - Base width F � DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 14+00 DEVELOPED ELEVATION (MIRRORED) /811-1 ,_011 IIRW21'I LOL KInTr C` o A A I o 0 A A a) C J A ' U U 72 1. For Fractured Rib Texture details, I see MISCELLANEOUS DETAILS sheet. 2. Use MSE Panel Type A for Test Panel TE I 14+00// I � i Barrier Slab I 1 020 PLAN- 1/8 LAN I/811=1 /—o11 DESIGN DETAILS QUANTITIES BY Tim Fuller BY Y i hong Wan BY Tim Fuller Indicates interval i n years from time of construction to t i me of remova I of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet 11 1u 1 �.0 1 �s pane I type designation. For details see PANEL DETAILS" and "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 111 sheets PANEL LEGEND NO SCALE DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 553 624 D ' l 02/01/12 �OFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 No. C66397 PLANS APPROVAL DATE M The State of California or its officers or agents Exp. CIVIL P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. OF CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Top r,, -P IN i Fractured Rib Texture Limits of paymen� r�� Prepare and Stain Co and Ant i -Graffiti C I0 0 0 -- o '+ C I -CJ U / I -1-- ,I i I I I CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST F( CA pp, - SAMPLE MSE WALL ELEVATION WITH FRACTURED RIB TEXTURE No Scale SECTION A -A I/2II=1 ,_011 BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 1 OIW 10 I 01//11 02/01/12 07/ /10 1 5 n, w V) I I 3w Q OF z 18 7 Limits of Chain Link Railing Type 7 (Mod2) # of Panels Design H = BW = DESIGN OVERSIGHT 16 35' 25 / Limits of Chain Link Railing Type 7 ( Mod 1 ) 9 3705' 26' 12 40' 28 / Concrete Barrier (B*1 1-54 Type 26 (Mod1 ) 10 4205' /e, 3 0 Top of Wa Datum E I ev 1000.00 15+00 DEVELOPED ELEVATION (MIRRORED) I/8=1 ,_0.. 16+00 ''RW21 'LOL ► `\ 16+00 I o \ 15+_000 ---- ► / / I + O ` \ ► Q0 C // I 1020 x '� Barrier Slab \ / I N I < _U C I 1030 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES BY Tim Fuller BY Y i hong Wan BY Tim Fuller PLAN- 1/8 LAN I/8=1 ,_0.. CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro 1 11 ORIGINAL SCALE IN INCHES I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 554 624 D l ' 02/01/12 RE �pFESSIO ST IRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 W No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet. ST TF of CALiF0�`�P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Indicates interval i n years from time of construction to time of removal of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet I I I I �,u I cS pane I type designation. For details see 'PANEL DETAILS" and ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NOo 1 sheets PANEL LEGEND NO SCALE LEGEND �- - Indicates limits of L- — — — welded wire mat TLP - Top of leveling pad BW - Base width BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10� 10 01/ /11 02/01/12 07/ /10 1 6 w I I 0 w 0 J !Z W n, w V) I I 4 W Q OFLi z 18 # of Panel Design H = BW = Concrete B11-5 Barrier Type 26 (Mod1) Limits of Concrete Barrier Type 26 (Mod1) Structure Approach Cherry Avenue Overhead and Barrier Slab Bridge No. 54CO065 10 3 12 4205' 40' 4205' 30' 28' co 30' E n d �(O �x� q, WC I I �,`x o� Top of Wa I --------------------------- --------------------------- ------------------------f ------ �--------------- -------------------- --------I--------------- --- -- ---------r E ---------- -- -- -------------- ----- ----- �I ------ ----- - ---- D D p D E D E D E LL; p D D D E E E E A A A A q ' 40 50 20 O AA A A A A A q A �— See Note 1 A A A A A A A A A A A A A A A A A A o A A A A A A A A A 0 M A A A A A A A A A + A A A A A A A A A �° q A 1 o A A � A q 40 A q 30 A o I I c 'q A A A A A A A A J A A A A A A A A A A A A A A A A A A + 20 30 10 o q A q q q q q q A q I I LA A A A A q ' I C B B B B B B B L B I I Approx OG = FG along ''RW21 '' LOL TLP Elev 1011020 TLP Elev 1013070 NOTES: PREPARED FOR THE ROUTE POST MILES 1 o For MSE wall and abutment stubwa I I joint detail, see ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet 2. Provide I/2'' open joint in concrete barrier at location of contact joint between approach slab and barrier slab. Provide Water Stop from Standard P I ansat I ow side of Roadway UNIT: ('BO -3 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ''RW21'' LOL I(rtVV DEVELOPED ELEVATION (MIRRORED) I/8..=1 ,_0.. Indicates interval i n years from time of construction To time of removal of inspection wire, see ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet I type designation. For details see PANEL DETAILS'' and ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NOo 1" sheets PANEL LEGEND LEGEND \ i - Indicates limits of --____- welded wire mat TLP - Top of I eve I i ng pad RW LOL—,,, BW - Base width End Wa See ''DETAIL A'' Sta 17+16046 ''RW21" LOL A Cherry Avenue Overhead Abutment Stubwall, Sta 16+92.35 ''RW21 '' LOL see Note 1 '"- -------------, ----- --------- I_-- — --____ 0 o i I o�Cherry Avenue Overhead Footing, ro �� I / A I see BRIDGE PLANS Q0 I _ —1020 �I MSE face panel BB Barrier I 1 JI II Barrier S I ab ;► Cherry Avenue Overhead Abutment 1, I , I see BRIDGE PLANS I I 0 ► �' 1025 r------ PLAN /811=1 /_OII BY DESIGN Tim Ful ler BY DETAILS Y i hong Wan QUANTITIES BY Tim Fuller Cherry Avenue Overhead Structure Approach Slab, see ''BRIDGE PLANS'' CHECKED Pete Smith PREPARED FOR THE ROUTE POST MILES SHEET STATE OF CALIFORNIA Brett Mak I ey CHECKED TOTAL PROJECT Pete Smith I PROJECT ENGINEER CHECKED Carolina Lopez -Toro DEPARTMENT OF TRANSPORTATION 555 624 ORIGINAL SCALE IN INCHES l 02/01/12 —?101FESSIO RE ISRED CIVIL ENGINEER DATE �o Q1114 <' UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 No. C66397 PLANS APPROVAL DATE M The State of California or its officers or agents Exp. CIVIL FILE => $REQUEST See Note Barrier Slab DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 555 624 ' l 02/01/12 —?101FESSIO RE ISRED CIVIL ENGINEER DATE �o Q1114 <' Brett Makley Z 03/29/11 No. C66397 PLANS APPROVAL DATE M The State of California or its officers or agents Exp. CIVIL P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Concrete Barrier, see ''BRIDGE PLANS" Cherry Avenue Overhead Structure Approach Slab, see ''BRIDGE PLANS'' SECTION A -A NTS DETAIL A BRIDGE NO. 54EO1 03 POST MILES 13.2 RETA CONTRACT NO.: 08-468004 NTS Face of MSE Panels ch Slab dowe I s on 1 -0 centers W n 0 w 0 J w n, LJ RETAINING WALL 21 V' INING WALL PLAN NO. 5 Q DISREGARD PRINTS BEARING REVISION DATES SHEET OFLi z Li EARLIER REVISION DATES 11�1001/ /11 102101112 07/ /10 7 18 cn Concr Type see N 0 Concrete Barrier Type 26A (Mod), see Note 1 Retaining Wall Type 1 B3-1 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) vvi •v11 %L_ I L_ v"i %I %.116`I % i I 1 11— `v \I.Ivv I / ON MSE WALL BARRIER SLAB DETAILS 1 "=1 /-nil CONCRETE BARRIER TYPE 26A (MOD) ON TYPE 1 WALL DETAILS '-0" DESIGN DETAILS QUANTITIES BY Tim Fuller BY Y i hong Wan BY Tim Fuller Curb and gutter see "ROAD PLANS' Curb and gutter see "ROAD PLANS' LEGEND 10 1'' Expanded polystyrene. 02 2" Expanded polystyrene. Recess expanded polystyrene 2" Into barrier slab. 03 Contact joint 04 Welded Wire Mat So i I reinforcement O#5 -,7 @1 1 /-oil C9 3/-411 06 #5 4/-711 @1 1 /-0" bundled with 0 bars DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 556 624 D l ' 02/01/12 RE �pFESSIO ST IRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 PLANS APPROVAL DATE No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or S4T, q CIVIL 1 completeness of electronic copies of this plan sheet. OF CALZFO��P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 70 #5 ca, 1 /- 0" 80 "a" bar = #6 continuous. "b" bar = #6 X 59/-0" NOTES: "c" bar = #6 X 49/-2'' Place "b" and "c" bars at beginning 1 o Reinforcement shown is and ending ends of barrier slab. i n addition to standard re i nforcement i n s i dewa I ko OSign post and anchor. For locations g1 1-54 For details not shown see 1_1�j and details, see SIGN PLANS o 20 Install standard CIDH foundation before Concrete Barrier Type 26A (Mod) is constructed. 3. Install standard pole after Concrete Barrier Type 26A ( Mod) is constructed. 4. Place post anchor prior to placement of barrier slab concrete. Type 15 standard, see ES -6A Pole, Note 3 "ELECTRICAL PLANS" and RSP rBO1 3 /2 Concrete Barrier po I yestyrene 1 3-2 all around Type 26A Slope to match Curb and gutter s i dewa I k _ _ see "ROAD PLANS' CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro a� U C) LN C - O+ o `C- o c + - O (D 0 L C -000 Q D U TYPE 15 STANDARD THRU TYPE 26A (MOD1 ) BARRIER ORIGINAL SCALE IN INCHES I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST I/2=1 /_0.. CIDH Foundation, see Note 2 eES-11 and ES - 7N Except as noted BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 BARRIER DETAILS DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10/ 10 01/ /11 02/01/12 07/ /10 8 1 8 w V) I I W Q See Note 1 See Note 2 Finished arade Backface of Retaining Wa Deta i I "A" Geocompos i to Drain Deta i I "B" WALL SECTION Filter Fabris wrap around DETAIL "A" DESIGN OVERSIGHT 4" 0 drain 3" Uns I otted Plastic Pipe 3" mind SECTION A -A 10 mil Polyethylene sheet Bond 6" to wa I I e 1 Cut hole for 3" pipe Cap-typ See Note 2 3" Slotted Plastic Pipe. See Note 2 Tee Connection Bond to Geocompos i to A Drain E M � o Level or sloped toward wa Cement Treated Permeable Base DETAIL "B" WEEP HOLE AND GEOCOMPOS I TE DRAIN No Scale Alternative to bridge detail (BO -3 3 - NOTES: 1. 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls)° For wa I I s adjacent to s i dewa I ks or curbs, prov i de 4" plastic pipe under the sidewalk to discharge through curb face Exposed wa I I drains shall be located 3"± above finished grade 2. Geocompos i to drain, cement treated permeable base, and 3" 0 s I otted plastic pipe continuous behind reta i n i nq wa I l o Cap ends of pipe. ProvIde "Tee" connection at each 4' 0 drain. 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES C Fractured R i b valley, Note 5 2 Face of pane or wa I V V U I I 11Cll I I FRACTURED RIB TEXTURE DETAIL Face ( MSE pan( Note No Scale FRACTURED RIB TEXTURE TERMINATION DETAIL (MSE) No Scale Kin TrC` o 4. For vertical joint deta i I , see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1" sheets 5. Permissible location of weakened plane and expansion joints BY Tim Fuller BY Y i hong Wan BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 557 624 D ' l 02/01/12 �pFESSIO RE ST IRED CIVIL ENGINEER DATE �o Q Nq<' Brett Makley Z 03/29/11 PLANS APPROVAL DATE W No. C66397 M The State of California or its officers or agents Exp. CIVIL ST TF shall not be responsible for the accuracy orq 1 completeness of electronic copies of this plan sheet, OF CALIFp��P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 top .5A CV CHAIN LINK RAILING TYPE 7 (MOD2) DETAIL No Scale Note: For details not shown, see rB1-52 BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 MISCELLANEOUS DETAILS OF DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 1 10,/0 10 I 01/ /11 02/01/12 07/ /10 1 9 1 $ w II 0 J 0 J a - J n, w V) I I W Q #4 @, 6" Max stagger on each side of #4 vertical k NIOTF c 6" Li' Top soi re i of • mesh N `L Bottom so 0 re i of • mesh, > see Note 1 x U) C� aD �L r� 0 Lp I TYPE "D" TOP PANEL 1 "=1 '-0" 1 o Omit bottom soil reinforcement mat when spacing between top and bottom mats is less than 9" 2. Omit intermediate soiI reinforcement mesh when spacing between top and intermediate mats is less than 6" 3e See "MECHANICALLY STABILIZED EMBANKMENT DETAIL NOe1" sheet for panel TYPE "A", "B" AND "C" 4 • Architectural Treatment not shown • N I L(7 O I FEE L U I N .L #4 `I 1. r------ 0 I N #4 @, 6" Max stagger on each side of #4 vertical bars--�---- • U `I TYPE "E" TOP PANEL Top so i reinfo mesh Intermediate soil reinfo mesh, see Note 2 Bottom so reinfo mesh x 0 Q0 4- c N I in TABLE 1: WELDED WIRE MAT SOIL REINFORCEMENT LAYOUT DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 558 624 D l ' 02/01/12 ES SIO RE(GIST)ERED CIVIL ENGINEER DATE Q Nq 03/29/11 Brett Makley - z PLANS APPROVAL DATE � No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet, ST TF of CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Design H 15 17.5 20 22.5 25 2705 30 3205 35 3705 40 42.5 Base Width 11 12 14 16 18 19 21 23 25 26 28 30 ORIGINAL SCALE IN INCHES 2@W1 1 xW1 1 +6"x9" 29W1 1 xW1 1 +6"x9" 2@W1 1 xW1 1 +6"x9" 5@,W1 1 xW1 1 +6"x1 8" 5@,W1 1 xW1 1 +6"x1 8" 5@,W1 1 xW1 1 +6"x1 8" 1 O@,W1 1 xW1 1 +6"x24" 1 O@,W1 1 xW1 1 +6"x24" 1 O@,W1 1 xW1 1 +6"x24" 1 O@,W1 1 xW1 1 +6"x24" 1 O@,W1 1 xW1 1 +6"x24" 1 O@,W1 1 xW1 1 +6"x24" Reinforcing Mesh 29W1 1 xW1 1 +6"x1 2" 2@W1 1 xW1 1 +6"x1 2" 39W1 1 xW1 1 +6"x1 8" 49W1 1 xW1 1 +6"x24" 59W1 1 xW1 1 +6"x24" 59W1 1 xW1 1 +6"x24" 2@,W1 5xW1 1 +6"x30" 3@,W1 5xW1 1 +6"x30" 4@,W1 5xW1 1 +6"x30" 5@,W1 5xW1 1 +6"x30" 5@,W1 5xW1 1 +6"x30" 5aW1 5xW1 1 +6"x30" configuration,�� Top Down 11 1 @,W1 1 xW1 1 +6 x1 8 �� 11 1 @,W1 1 xW1 1 +6 x1 8 �� 11 3@,W1 1 xW1 1 +6''x24 �� 11 1 @,W1 1 xW1 1 +6 x30 �� 11 1 9W20xW1 1 +6 x30 �� 11 29W20xW1 1 +6 x30 1 9W1 1 xW1 1 +6"x24" 2@,W1 1 xW1 1 +6"x24" *Mesh configuration = # of mats 9 longitudinal wire size x transverse wire size + longitudinal wire spacing x transverse wire spacing DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN BY Tim Fuller RETAINING CHECKED Pete Smith PREPARED FOR THE WALL 21 54EO103 POST MILES PANEL CHECKED STATE OF C Brett Makley DETAILS BY DISREGARD PRINTS EARLIER REVISION Y i hong Wang Pete Smith CHCaro I i na Lopez -Toro DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER QUANTITIES BY Tim Fuller 07/ /10 ORIGINAL SCALE IN INCHES 18 UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. RETAINING WALL 21 54EO103 POST MILES PANEL DETAILS 13.2 CONTRACT NO.: 08-468004 DISREGARD PRINTS EARLIER REVISION BEARING DATES REVISION DATES SHEET OF 10/ 10 01/ /11 02/01/12 07/ /10 10 18 n, w V) I I w Q n M %11 chamfer when no raised reli HORIZONTAL JOINT DETAIL No Scale Dr of face panel 1*1 See "HORIZONTAL JOINT DETAIL" i #4 Tot 11 C\1 equally spaced #4 --- ------------- #4 8" Max a� _ = O • CO .0 We I ded E wire mats N O z O Ln #4, Tot 11 = • �� 3 TYPE A�� 1 INTERMEDIATE PANEL No Scale STANDARD DRAWING APPROVED BY K. GR/SWERELEASED BY LL F200ERT0 LACALLE i FILE x s 1 3 OZ O� I� RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF NO.APPROVAL DATE 5-6-08 RELEASE DATE REVISED DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) 5'-0" nominal length PLAN - FACE PANEL No Scale NOTES: 1. Architectural treatment not shown. 2. Place reinforced elastomeric bearing pads in all of the panel joints between the panels. Place one in each vertical joint where the horizontal joint intersects it. Place two per panel in each horizontal joint. Y4" x 2%'' x 6" for vertical joints %4" x 4" x 6" for horizontal joints. 3. Bond a strip of filter fabric, 1' - 0" wide, over the full length of all panel joints. N N TYPE "C" 1 3 BOTTOM PANEL No Scale - Welded wire mats See "VERTICAL JOINT DETAIL" %11 chamfer when no ra I SE Rea r of f ace par I. , DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 10 12.3/14.1 559 624 E S S ION q� R IS ERED ENGINEER - CIVIL 0 Brett Makley z 03/29/11 U NO . C66397 M PLANS APPROVAL DATE Exp. The State of California or its officers or agents s� C I V I L P shall not be responsible for the accuracy or qTF OF CA 1F0 completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 L U = a T F- . N #4 G, 8 " Max Ln ---------------- #4 ------------ —#4 Tot 6 = equally spaced r = n T Minor Concrete_---_/"* 1,-0" Leveling pad Typ TYPE "B'' <14 BOTTOM HALF PANEL No Scale N D O Welded z wire mat N 1 Revised detail STATE OF DIVISION OF 2 Removed detail CALIFORNIA 3 Removed scale DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES ORIGINAL SCALE IN INCHES I I I I I I I ICU 08224 FOR REDUCED PLANS 0 1 2 3 E A 4 6 8 0 0 1 VERTICAL JOINT DETAIL 0 No Scale O SPECIAL DETAILS RETAINING WALL 21 BRIDGE NO. 54E0103 MECHANICALLY STABILIZED EMBANKMENT POST MILE 13.2 DISREGARD PRINTS BEARING EARLIER REVISION DATES 10- 173 USERNAME => $USER DETAIL NO. 1 REVISION DATES (PRELIMINARY STAGE ONLY) i) > i i> > 0210111 SHEETI OF 11 18 $REQUEST w 0 w 0 J IL W i w 0 a)C L o 3 0 � z � o a� 0 4- 0) c 0 Coin Transverse wires W11 I_ 5 spaces @ 6" Longitudina w i res 5� Note D n PLAN OF PANEL WITH WELDED WIRE MAT No scale Notes: 1) Distance as required to permit coupler to be swaged. Place #4 bar, 3' - 2" long, centered on connector mat, but not welded to it. 03 Length equals "Base width" of wall, except it shall not be less than 16' for the top 2 levels of mats at the top of the wa I I ® All Transverse Wires size W11 at various spacings as shown elsewhere in plans. All Longitudinal Wires at 6'' spacing, of various sizes, as shown elsewhere in plans. GENERAL NOTES (MSE WALLS) Live loading: Surcharge = 240 Ib/ft2 Soil parameters: Internal design 3409 y = 120 I b/ft3 External design (b (Backf i I I ) = 3409 y = 120 I b/ft3 ((Foundation) = 300 Precast concrete panels: f'c = 49000 psi (Concrete compressive strength at 28 days) fy = 609000 psi (Yield strength of reinforcement) Soil reinforcement: Welded wire mats: fy = 659000 psi (Yield strength) Coupler: fy = 36,000 psi (Yield strength) Corrosion rate = 1.1 mils/year Reinforced concrete: f'c = 39600 psi, except as noted (Concrete compressive strength at 28 days) fy = 609000 psi (Yield strength of reinforcement) MSE = Mechanically stabilized embankment SECTION B -B No scale of ckness = 1/41' t i re mat )wn DIST. COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12.3/14.1 �91 Z� — T. -,-4,D R IS ERED ENGINEER — CIVIL 03/29/11 SHEET TOTAL NO. SHEETS 560 624 O Q�OFESS jON 4 Brett Makley z or_ No. C66397 M PLANS APPROVAL DATE Exp. Q, The State of California or its officers or agents C I V I L P shall not be responsible for the accuracy or qTF OF CALIFO��� completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 RETAINING WALL 21 STANDARD DRAWING STATE OF BRIDGE NO. APPROVED BY K. GR/SWELL RELEASED BY F?OBERTO LACALLE DIVISION OF 54E0103 MECHANICALLY STABILIZED EMBANKMENT FILE x s 1 3- OZ O- 2e RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF CALIFORNIA POST MILE APPROVAL DATE 5-6-08 RELEASE DATE 5-6-08 DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES 13.2 DETAIL NO . 2 DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES CU 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET of FOR REDUCED PLANS 0 1 2 3 EA 468001 EARLIER REVISION DATES so 3/ /1 7/ /1 10/ /1 01 / /11 2/01/1 12 18 USERNAME => $USER $REQUEST w MSE Face i Place vertical bearing pads where horizontal panel joint intersects vertical panel joint. Welded wire mats LevE 3/,11 VVI Ik. I C1 C VVa (wingwall$ return wa or retaining wall) MSE FACE PANEL -TO -CONCRETE WALL JOINT DETAIL LEGEND: 10 Bond a strip of filter fabric, V-6'' -6'' wide, to back of MSE panels and the adjacent concrete wall for entire length of vertical joint. O2 Bond expansion joint material to the concrete wall. O3 Offset between face of MSE face panel and face of the concrete wall as dictated by location of layout lines shown elsewhere in Project Plans. O 611 TyP ® REAR ELEVATION 1'-0" wide strip of filter fabric bonded to adjacent panels fu I I length of both vertical and horizontal panel joints. Neoprene plug (may radially at one loc W 1 1 x 10'-0'' see Note 2 Fill void see Note Encapsulate - see Note 4 NOTES: DIST. COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12.3/14.1 -k4D�Z:� R IS ERED ENGINEER - CIVIL 03/29/11 SHEET TOTAL NO. SHEETS 561 624 O Q�OFESS jON q� 0 Brett Makley z LU No. C66397 M PLANS APPROVAL DATE Exp. The State of California or its officers or agents s, C I V I L P shall not be responsible for the accuracy or qTF OF CALIFO��1 completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Front of face pane Inspection wire see Note 1 ied or cored hole SECTION THRU INSPECTION WIRE 1. Center inspection wire in face panel. 2. Fabricate inspection wires f rom W11 wire representative of the welded wire mats, with %11 d i a - 16 UNC threads for at I east 1 %2" of one end 3. Place inspection wire horizontal and perpendicular to the wall panel prior to backfilling. After backfill placement to a level at least 2'-011 above the Inspection wire, dry pack opening with 1000 to 1500 psi mortar. Trowel mortar smooth and flush with face of panel. 4. Encapsulate threaded end with corrosion inhibiting mastic, and secure round vinyl cover with nylon tie. UNC = Unified coarse threads SPECIAL DETAILS RETAINING WALL 21 STANDARD DRAWINGBRIDGE 1O Revised detail STATE OF DIVISION OF NO. 54E0103 MECHANICALLY STABILIZED EMBANKMENT K. GR/SE APPROVED BY WLL OBO LACALL RELEASED BY RERTE CALIFORNIA Q FILE xs13 OZO�V NO.RESPONSIBLE RESPONSIBLE TECHNICAL SPECIALIST OFFICE CHIEF ENGINEERING S E R V I C E S POST MILE APPROVAL DATE 5-6-08 RELEASE DATE REVISED DEPARTMENT OF TRANSPORTATION 13.2 DETAIL NO. 3 DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES CU 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 E A 4 6 8 0 01 EARLIER REVISION DATES 3/ /1 7/ 1/110/ 1/1O1 / /1 l 2/01 /1 13 18 USERNAME => $USER $REQUEST LJ 0 W 0 J IL LJ w Note 1 II D II+1 / Note 5 Layout I i no= on Leveling IID11+1 / Note 5 � 8" Underdrain 0. Existing ground line 11D11+1 / _011 9 Note 5 LIMITS OF EXCAVATION No Scale C 8'I Underdrain - SLOPING FINISHED SURFACE 3 /_0 .. FS or excavation limits EXCAVATION 1 Q0 3/ -0'� OUTLET PIPE 3/ CLEANOUT PIPE BACKFILL OUTLET OR CLEANOUT PIPE FOR UNDERDRAIN 1O ABBREVIATIONS OG Original ground FS Planned finished surface GP Planned grading plane above Elev. top ded wire mats W -oil 9 O Note 1 11D11+1 / _011 9 Note 5 No Scale cL 8" Underdrain ROADWAY SECTION WITH BASE WIDTH 16' OR GREATER LIMITS OF BACKFILL No Scale wo _oil 9 LEGEND Limits of structure excavation Limits of structure backfill Limits of permeable material Note 1 11D11+1 / _011 9 Note 5 DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS SBd 10 12.3/14.1 562 624 E S S ION q� R IS ERED ENGINEER - CIVIL Brett Makley z 03/29/11 U No. C66397 m PLANS APPROVAL DATE Exp. The State of California or its officers or agents s� C I V I L P shall not be responsible for the accuracy or qTF of CALIF��`�1 completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 +1 / _Oil 9 e 5 to 2 16 / -0" 1� QL 8" Underdrain 1 ROADWAY SECTION WITH 1 00 BASE WIDTH LESS THAN 16/ SPECIAL DETAILS NOTES: 10 Limits to FS except to GP when in roadway section. 2. Locate 8" perforated underdrain below bottom level OF SERVICES of welded wire mats. MECHANICALLY STABILIZED EMBANKMENT 3. Maximum spacing of outlet pipes is 200 ft. 4. At sa s in profile of underdrain, install outlet pipe or each direction of flow. REVISION DATES (PRELIMINARY STAGE ONLY) < 5. For "D" dimension, see table on "INDEX TO PLANS" sheet. +1 / _Oil 9 e 5 to 2 16 / -0" 1� QL 8" Underdrain 1 ROADWAY SECTION WITH 1 00 BASE WIDTH LESS THAN 16/ SPECIAL DETAILS i w RETAINING WALL 21 STANDARD DRAWING 1 Revised detail 2 Added note STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DIVISION OF SERVICES BRIDGE NO. 54E0103 POST MILE 13.2 MECHANICALLY STABILIZED EMBANKMENT FILE NO. W3 -020-6e APPROVED BY K. GR/SWELL RESPONSIBLE TECHNICAL SPECIALIST APPROVAL APPROVAL DATE 5-6-08 RELEASED BY F20BERT0 LACALLE RESPONSIBLE OFFICE CHIEF RELEASE DATE REVISED DETAIL NO. 6 DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES 1 1 1 1 1 1 1 FOR REDUCED PLANS 0 1 2 3 CU 08224 E A 4 6 8 0 01 DISREGARD PRINTS BEARING EARLIER REVISION DATES � REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 3/ /1 7/ /1 10/ /1 01 / /11 210111 14 18 USERNAME => $USER $REQUEST i w BENCHMARKS POST MILES No SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT SHEETS 08 SBd 10 12.3/14.1 563 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD- 88 ( NGS NAVD88) 402101112 Pt 1010 Z Q?,OFESSIO� REGISTERED CIVIL ENGINEER DATE 1:) q� N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 SET MAG NL & FLASH FOR AT RW 21 S.PIRATHIVIRAJ z 03/29/11 No. C71662 M ANS Pt. 5001 PLcr APPROVAL DATE N: 1846561 .879 E: 671 6362.1 30 E I evat I on: 1025.534 Exp. 12/31/13 The State of California or its officers or agents SETREBAR �W/'AECP LS 4430'' PLUG 30' +/- SLY OF RAILS9 sT CIVIL P shall not be responsible for the accuracy or q �. TF 100' + /- W L Y OF CHERRY A-09-112 " C " Line completeness of scanned copies of this plan sheet. OF CA IV" Pt. 5002 � Cherry Ave EJ30 8 9 N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34 7 6 SANBAG SET REBAR W/'AECP LS 4430'' PLUG 30' +/- S'LY OF RAILS, 4 25 1 1 70 W 3RD STREET 300' +/- E'LY OF CHERRY 1 2 3 SAN BERNARDINO, CA 92410 8 EARTH MECHANICS, INC. A-09-113 17660 NEWHOPE STREET, SUITE E NOTES: FOUNTAIN VALLEY CA 92708 (1) This LOTB sheet was prepared in accordance with the Caltrans Soil PLAN and Rock Logging, Classification and Presentation Manual (June 2007) . II (2) 2.4 samples were taken using a California Modified Sampler. 1" - 60' (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs fal I ing a distance of 30'' was used to advance the drive sampler. (4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. +1050 J +1050 CD+ CD 0 +1040 O M �C N +1040 J _ Q "Cn A-09-112 + +1030 CCV '— J Q El. +1030.0 ft ® 4 Asphalt Concrete 6 Base +1030 U V' A — 09 —113 SILTY SAND (SM): dense, o I i ve-brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation EI. +1022.0 ft EE 26 1 .4 1 , . O +1020 7 Asphalt I t concrete, 5 base Bulk 1 SILTY SAND (SM) : very dense, olive, moist, few fine GRAVEL, mostly 50/6 72.4 2 `OM UW becomes very dense +1020 non coarse to fine SAND,little fines, nonplastic, weak cementation 15711.41 2 °OM m m 14- 17211.41 3 A, T OM c z 35T2—.473- OM UW Poorly graded SAND with SILT and GRAVEL (SP -SM): medium dense, olive- radry, little coarse to fine GRAVEL, mostly coarse to fine SAND, . &��@ +1010+1010 becomes loose, olive -gray, moist6% fine GRAVEL69% coarse to fine, +1010 , 0?ew fines weak cementation nonplastic, SAND, 25% fines, nonplastic, weak cementation z Q 10 1 .4 4_13--' OM SILTY SAND (SM): medium dense, olive -brown, moist few fine GRAVEL, , mostly coarse to fine SAND, I i tt I e fines, nonp I ash i c, weak cementation 29 1 .4 5 OM Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -gray, LU J 42 2.4 5 :: OM UW Poor I y graded SAND with GRAVEL(SP):medium dense, o I i ve-gray, dry, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonp I ast i c, weak cementation_+1000 +1000— wlittle coarse to fine GRAVEL, mostly coarse to fine SAND, trace 50/5 2.4 6 becomes very dense, no recovery fines, nonpIastic, weak cementation, with SANDY SILT layer 16311.41 6 ::.'OM becomes very dense, no SANDY SILT layer 6011.4 7 : OM becomes moist +990 150/6''12.41 7-4-t OM UW Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive- +990 ray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, ?ew 61 1 .4 8 OM SILTY SAND (SM): very dense, olive -gray, moist, few fine GRAVEL, f i nes, nonplastic, weak cementation Terminated at El. 990.5 ft mostly coarse to fine SAND, little fines, nonplastic, weak cementation Drilled on 10/22/20090 Hammer Energy Ratio (ERi=75/) 85 1 .4 9 ;` °OM Poorly graded SAND with GRAVEL(SP):very dense, olive- gray, dry, +980-- Groundwater not Encountered During Drilling little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonpIastic, weak cementation REF /3"l 2.4110 +980 REF/6 1 .4 11 OM +97028 17,4112 : `OM CLAYEY SAND with GRAVEL SC :dense, Olive, moist, little fine GRAVEL, +970 mostly coarse to fine SAND, little fines, low plasticity, weak cementation Terminated at El. 968.5 ft Drilled on 10/21/2009 +960 Hammer Energy Ratio (ERi=75%) +960 PROFILE Groundwater not Encountered During Drilling VERTICAL 1 " = 10' HORIZONTAL 1 " = 20' +950 +950 Stationing along "C" Line 21+00 22+00 23+00 24+00 25+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED STATE OF FOR THE S. Pirathiviraj CALIFORNIA BRIDGE NO. 54EO103 R E T A I N I N G W A L L 21 DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 10/21 /09 and 10/22/09 DEPARTMENT OF TRANSPORTATION 13.2 L 0 G OF T E S T B 0 R I N G S 1 OF 4 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ORIGINAL SCALE IN INCHES j I I I FOR REDUCED PLANS 0 1 I I I UNIT: 2232 DISREGARD PRINTS BEARING 2 3 PROJECT NUMBER & PHASE: 08000007441 EARLIER REVISION DATES REVISION DATES SHEET OF 03/ 10 07/ 10 10/ /10 01 /11 71 02/01/12 1 1 1 1 1 1 15 18 FILE => $REQUEST CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 LU Q EO 0 LU 0 a - LU a 0 CL w V) W in BENCHMARKS: Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD- 88 ( NGS NAVD88 ) Pt. 1010 N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 SET MAG NL & FLASH FOR AT Pt. 5001 N: 1846561 .879 E: 671 6362.1 30 Elevation: 1 025.534 SETREBAR W/"AECP LS 4430" PLUG 30' +/- SLY OF RAILS, 100' +/- W LY OF CHERRY Pt. 5002 N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34 SET REBAR W/"AECP LS 4430" PLUG 30' +/- SLY OF RAILS, 300' +/- E'LY OF CHERRY NOTES: 1 (1) This LOTB sheet was prepared in accordance with the Ca I trans So i I and Rock Logging, Classification and Presentation Manual ( June 2007) . (2) 2.4" sump I es were taken us i ng a Ca I i forn I a Mod i f I ed Samp I er. (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs falling a distance of 30" was used to advance the drive sampler. (4) Conversion factor from 2.4" Modified Cal ifornia Ring Sampler bIowcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. z 0 LU LU +1050 +1040 +1030 +1020 +1010 +1000 +990 •it +970 +950 25+00 R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheung 26+00 g RW 21 Cherry Ave 3 27+00 R. J ie FIELD INVESTIGATION BY: DATE: 10 /21 /09 nn(i 10 /22 /O9 ' 6 4 25 A-09-111 11fl-1 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 C "C" Line 7 PLAN 1 " = 60' PREPARED FOR THE STATE OF CALIFORNIA I s. PirathIviraj PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 564 624 4 02101112 �oFESS10 REGISTERED CIVIL ENGINEER DATE �o e 111`4l �4/ F`�c S.PIRATHIVIRAJ - 03/29/11No. C71662 M PLANS APPROVAL DATE . � The State of California or its officers or agents � Exp12/31 /13 shall not be responsible for the accuracy or STa CIVIL �P completeness of scanned copies of this plan sheet. TF OF CALIFO�� T— u g 30 8 A-09-001 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST -001 6 Asphalt Concrete SILTY SAND (SM): very gense, Q I i ve, moist, few fine GRAVEL, most I y nnnrco +n -Finn C A KIn I i ++ I n f i nnc nnnn I nc+ 1t- uinn<< r-omnn+n+ i nn +1050 +1040 +1030 +1020 +1000 - +990 •:• +970 +960 +950 29+00 30+00 BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 LOG OF TEST BORINGS 2 OF REVISION DATES SHEET DISREGARD PRINTS BEARING EARLIER REVISION DATES 03/ 10 07/ 10 10/ /10 01 /11 02101112 16 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 a w Q 0 EO 0 LU 0 n w a 0 CL w V) 4 W Q OF z 18 w REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) CEMENTATION Description Criteria Weak Crumb I es or breaks w i th hand I i ng or A i tt I e f i nger pressure. Moderate Crumbles or breaks with considerable Rotary drilled boring finger pressure. Strong Will not crumble or break with finger " pressure. BOREHOLE IDENTIFICATION Symbol Hole Type Description s�Ze A Auger Boring s�Ze R Rotary drilled boring Strength (tsf) P Rotary percussion boring (air) " R Rotary drilled diamond core N HD Hand driven (1 -inch soil tube) HA Hand Auger ® D Dynamic Cone Penetration Boring ® CPT Cone Penetration Test (ASTM D 5778-95) r , 0 Other L_J 0.25 to 0.50 Penetrated severa I inches by and kneading to reach the plastic I i m i t. The Note: Size in inches. Top Hole E I . Casing driven — Size of Sampler (inches) SPT N -Value (per ASTM 1586-99), P = push sample, or as noted R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE Hole I.D. o 000< 16 11.4 /. 3 'I Description of materia Muw uu --Field & Lab Tests GWS Elev. Date measured Material change Estimated material change Soil/Rock boundary Boring Date Terminated at E I ev Hammer Energy Ratio (ERi) _ ROTARY BORING OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheang CONSISTENCY OF COHESIVE SOILS PLASTICITY OF Unconfined Pocket Description Description Compress i ve Penetrometer Torvane Field Approximation Measurement (tsf ) A 1/8 -inch thread cannot be rolled Strength (tsf) Measurement (tsf) Very Soft < 0.25 < 0.25 < 0.12 Easily penetrated several inches plastic limit. by fist Soft 0.25 to 0.50 0.25 to 0.50 0.12 to 0.25 Easily penetrated several inches The thread cannot be rero I I ed after reaching the plastic limit. The lump crumbles by thumb Medium Stiff 0.50 to 1.0 0.50 to 1.0 0.25 to 0.50 Penetrated severa I inches by and kneading to reach the plastic I i m i t. The thread High thumb with moderate effort formed without crumbling when drier than Readily indented by thumb but Stiff 1 to 2 1 to 2 0.50 to 1.0 penetrated only with great effort Very Stiff 2 to 4 2 to 4 1.0 to 2.0 Readily indented by thumbnail Indented by thumbnail with Hard > 4.0 > 4.0 > 2.0 difficulty F_ 0 0 U O Top Hole EI. o0 0 0 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. drop or as noted) P Date ensured ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: 10/21/0() nn(i 10/22/0() ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 Top Hole EI. No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 2.2" cone, or as noted) C: 0 4- U O J Hole I.D. NPC 2 EI 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 565 624 LE02101112 �oFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ 03/29/11l No. C71662 M PLANS APPROVAL DATE � . � The State of California or its officers or agents Exp12/31 /13 shall not be responsible for the accuracy or ST4C I V I L �P completeness of scanned copies of this plan sheet. TF of CALIFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 TOD Hole EI. Pressure measured along sleeve friction element (34.88 i n t area) divided by pressure measured on tip element. C: 0 Hole I.D. U Pressure measured on tip element (2.33 int area) 6 4 2 0 10 20 30 20 2t0 Friction Ratio (%) Tip Bearing (MPa) Boring Date CONE PENETRATION TEST (CPT) SOUNDING BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 1 LOG OF TEST BORINGS 3 OF 4 DISREGARD PRINTS BEARING REVISION DATES SHEET OF EARLIER REVISION DATES CM1 03/ 10 07/ 10 10/ /10 01 /11 02101112 1 1 1 1 1 17 18 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J w LU Q 0 EO 0 LU 0 n LU a 0 fl' r z PLASTICITY OF FINE-GRAINED SOILS Description Cr i ter i a Nonp I ast i c A 1/8 -inch thread cannot be rolled at any water content. The thread can barely be rolled and the lump cannot be formed when drier than the Low plastic limit. The thread is easy to roll and not much time is required to reach the plastic limit . Medium The thread cannot be rero I I ed after reaching the plastic limit. The lump crumbles when drier than the plastic limit. It takes considerable time rolling and kneading to reach the plastic I i m i t. The thread High can be rero I I ed several times after reaching the plastic limit. The lump can be formed without crumbling when drier than the plastic limit . F_ 0 0 U O Top Hole EI. o0 0 0 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. drop or as noted) P Date ensured ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: 10/21/0() nn(i 10/22/0() ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 Top Hole EI. No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 2.2" cone, or as noted) C: 0 4- U O J Hole I.D. NPC 2 EI 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 565 624 LE02101112 �oFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ 03/29/11l No. C71662 M PLANS APPROVAL DATE � . � The State of California or its officers or agents Exp12/31 /13 shall not be responsible for the accuracy or ST4C I V I L �P completeness of scanned copies of this plan sheet. TF of CALIFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 TOD Hole EI. Pressure measured along sleeve friction element (34.88 i n t area) divided by pressure measured on tip element. C: 0 Hole I.D. U Pressure measured on tip element (2.33 int area) 6 4 2 0 10 20 30 20 2t0 Friction Ratio (%) Tip Bearing (MPa) Boring Date CONE PENETRATION TEST (CPT) SOUNDING BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 1 LOG OF TEST BORINGS 3 OF 4 DISREGARD PRINTS BEARING REVISION DATES SHEET OF EARLIER REVISION DATES CM1 03/ 10 07/ 10 10/ /10 01 /11 02101112 1 1 1 1 1 17 18 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J w LU Q 0 EO 0 LU 0 n LU a 0 fl' r z REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) GROUP SYMBOLS AND NAMES Graphic/Symbol Group Names Graphic/Symbol Group Names ® 0® Very loose GRAVEL 0 - 4 Lean CLAY64bWell-graded 5 to GW Little Medium Dense 15 to Lean CLAY with SAND ®®0 Dense Wel 1 -graded GRAVEL with SAND 31 - 50 Lean CLAY with GRAVEL 50 to > 50 CL SANDY lean CLAY o 00 0 o Poorly graded GRAVEL SANDY lean CLAY with GRAVEL 0 00° GP GRAVELLY lean CLAY 0 ° O Poorly graded GRAVEL with SAND GRAVELLY lean CLAY with SAND 0 0 ® ® Well -graded GRAVEL with SILT SILTY CLAY GW -GM SILTY CLAY with SAND ® Wel 1 -graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL ® 0 CL -ML SANDY SILTY CLAY ® ® Wel I - raded GRAVEL with CLAY (or S�LTY CLAY) SANDY SILTY CLAY with GRAVEL ® GW -GC Wel I - raded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY ® (or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND 0 00 & Poorly graded GRAVEL with SILT SILT o c GP -GM SILT with SAND 0 ° Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL ° ML SANDY SILT 00 o Poorlyy ggraded GRAVEL with CLAY (or S JYr CLAY) SANDY SILT with GRAVEL o ° GP -GC Poorly graded GRAVEL with CLAY and GRAVELLY SILT ° ° 0 ° SAND (or SILTY CLAY and SAND) GRAVELLY SILT with SAND ° SILTY GRAVEL ORGANIC lean CLAY GM ORGANIC lean CLAY with SAND o ° ° ° SILTY GRAVEL with SAND ORGANIC lean CLAY with GRAVEL OL SANDY ORGANIC lean CLAY ° CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC GRAVELLY ORGANIC lean CLAY 0 CLAYEY GRAVEL with SAND GRAVELLY ORGANIC lean CLAY with SAND o °ORGANIC � SILTY, CLAYEY GRAVEL SILT GC -GM ORGANIC SILT with SAND O SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° Wel 1 -graded SAND SANDY ORGANIC SILT with GRAVEL o SW GRAVELLY ORGANIC SILT Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND :. Poorly graded SAND Fat CLAY SP Fat CLAY with SAND :. .: Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY ° We I I -graded SAND with SILT SANDY fat CLAY with GRAVEL o SW -SM GRAVELLY fat CLAY Well -graded SAND with SILT and GRAVEL GRAVELLY fat CLAY with SAND Wel I - raded SA D with CLAY Elastic SILT o _ SW SC (or SILTY CLAY Elastic SILT with SAND ° Well - raded SAND with CLA and GRAVEL (or SILTY CLAY and GRAVEL Elastic SILT with GRAVEL °. MH SANDY elastic SILT Poorly graded SAND with SILT SANDY elastic SILT with GRAVEL SP -SM GRAVELLY elastic SILT Poorly graded SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND Poor I yy gqraded SAND with CLAY Jy' ORGANIC fat CLAY SP-SCORGANIC (or S CLAY) fat CLAY with SAND Poor I y graded SAND with CLAY andZ GRAVEL or SILTY CLAY and GRAVEL) ORGANIC fat CLAY with GRAVEL OH SANDY ORGANIC fat CLAY SILTY SAND SANDY ORGANIC fat CLAY with GRAVEL SM GRAVELLY ORGANIC fat CLAY SILTY SAND with GRAVEL GRAVELLY ORGANIC fat CLAY with SAND CLAYEY SAND ORGANIC elastic SILT SC ORGANIC elastic SILT with SAND CLAYEY SAND with GRAVEL ORGANIC elastic SILT with GRAVEL OH SANDY ORGANIC elastic SILT SILTY, CLAYEY SAND SANDY ORGANIC elastic SILT with GRAVEL SC -SM GRAVELLY ORGANIC elastic SILT SILTY, CLAYEY SAND with GRAVEL GRAVELLY ORGANIC elastic SILT with SAND ORGANIC SOIL PT PEAT ORGANIC SOIL with SAND ORGANIC SOIL with GRAVEL ' OL /OH SANDY ORGANIC SOIL 0.. . COBBLES SANDY ORGANIC SOIL with GRAVEL D: COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheung R. J ie FIELD INVESTIGATION BY: DATE: 10/21/0() nn(i 10/22/0() ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 FIELD AND LABORATORY TESTING C Conso I i dat i on ( ASTM D 24 35 ) CL Col lapse Potential ( ASTM D 5333 ) CP Compaction Curve ( CTM 21 6 ) CR Corros i v i ty Testing (CTM 643, CTM 422, CTM 417) CU Conso I i dated Undra I ned Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) M Moisture Content ( ASTM D 221 6 ) OC Organic Content- % ( ASTM D 2974 ) P Permeability (CTM 220) SParticle Size Analysis (ASTM D 422) PI Plasticity Index (AASHTO T 90) Liquid Limit (AASHTO T 89) PL Point Load Index (ASTM D 5731 PM Pressure Meter PP Pocket Penetrometer R R -Value ( CTM 301 ) SE Sand Equivalent ( CTM 21 7 ) (SG Specific Gravity (AASHTO T 1 00) SL Shrinkage Limit (ASTM D 427) SW Swell Potential (ASTM D 4546) TV Pocket Torvane Unconf I ned Compress i on -So i UC (ASTM D 2166) Unconfined Compress i on -Rock (ASTM D 2938) UU Unconso I I dated Undra i ned Triaxial (ASTM D 2850) UW Unit Weight (ASTM D 4767) VS Vane Shear (AASHTO T 223) PREPARED FOR THE STATE OF CALIFORNIA I s. PirathIvIraj PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION ' I I I UNIT: 2232 I 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 566 624 02101112 �oFEssjo REGISTERED CIVIL ENGINEER DATE �o e �ql S. PIRATHIVIRAJ z 03/29/11No. C71662 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. 12/31/13 shall not be responsible for the accuracy or STa CIVIL �P completeness of scanned copies of this plan sheet. TF of CALIFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 APPARENT DENSITY OF COHESIONLESS SOILS Description Dry SPT N 60 (B I ows / 12 1 nches ) Very loose Moist 0 - 4 Loose 5 to 5 -10 Little Medium Dense 15 to 11 - 30 Dense 30 to 31 - 50 Very Dense 50 to > 50 MOISTURE Description Criteria Dry Absence of moisture, dusty, dry to the Criteria touch Moist Damp but no visible water Wet Visible free water, usually soil is 5 to below water table PERCENT OR PROPORTION OF SOILS Description > 1211 Criteria Trace Particles are present be less than 5% but estimated to Few Fine 5 to 10% Little No. 10 to No. 4 15 to 25% Some No. 200 to No. 40 30 to 45% Mostly 50 to 100% PARTICLE SIZE Description Size Bou I der > 1211 Cobble 31I to 12" Grave I Coarse 3/4" to 3" Fine No. 4 to 3/4'' Sand Coarse No. 10 to No. 4 Med i um No. 40 to No. 10 Fine No. 200 to No. 40 BRIDGE NO. 54EO103 RETAINING WALL 21 POST MILES 13.2 LOG OF TEST BORINGS 4 OF 4 DISREGARD PRINTS BEARINGREVISION DATES SHEET OF EARLIER REVISION DATES C- 3/ 10 0 07/ 10 10/ /1017017/171F02/01/121 71 $ $ CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J w LU Q 0 EO 0 LU I- 0 a - LU a 0 fl' r z I 1 21 8/-7" (Measured along ''RW680'' LOL) 643'-7" (TYPE 5) O Begin � 1n1 /-1 I I O O LO Datum E I ev 1000.00 � Approx OG = FG along ''RW680'' LOL °c 10+00 11+00 1 2+00 13+00 14+00 15+00 C STANDARD PLANS (DATED MAY 2006 Al OA ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) Al OB ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2) Al OC SYMBOLS (SHEET 1 OF 2) A10D SYMBOLS (SHEET 2 OF 2) A62B LIMITS OF PAYMENT FOR EXCAVATION AND 20 BACKFILL BRIDGE SURCHARGE AND WALL BO -3 BRIDGE DETAILS B3-7 RETAINING WALL TYPE 5 B3-8 RETAINING WALL DETAILS NO. 1 B11-52 CHAIN LINK RAILING TYPE 7 B11-56 CONCRETE BARRIER TYPE 736A PLAN SYMBOLS —Section Ident i f i cation STANDARD PLAN SHEET NO. DETAIL NO. DEVELOPED ELEVATION - 1 11=30 -0 ll LEGEND fi 1 - Existing Track - - J - - - J_ - - - Existing Track to be Removed and Reconstructed - Track to be Removed - -� - Proposed Track ------L ------------- - UPRR R/W - Fiber optic I i ne (Level 3) , protect in place CURVE DATA No. R A T L 1O 8011.59 03005/35 216.30 432.50 20 12754065 01057'20" 217069 435035 INDEX TO RETAINING WALL PLANS SHEET NO. 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 20 TITLE GENERAL PLAN NO. 1 GENERAL PLAN NO. 2 RETAINING WALL PLAN NO. 1 RETAINING WALL PLAN NO. 2 RETAINING WALL PLAN NO. 3 RETAINING WALL PLAN NO. 4 DIST COUNTY ROUTE POST MILES SHEET TOTAL MISCELLANEOUS DETAILS TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 567 624 D ' EMBANKMENT l 02/01/12 �pFESSIO RE IST RED CIVIL ENGINEER DATE �o Q Nq� EMBANKMENT DETAIL NO. 4 MECHANICALLY STABILIZED Brett Makley Z 03/29/11 No. C66397 1 OF 3 PLANS APPROVAL DATE LOG OF TEST BORING NO. The State of California or its officers or agents Exp. CIVIL P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. OF CALiF0�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Concrete Barrier Type 736 (Mod1 ) Roadway section see ''ROAD PLANS'' 11-56 ''RW680'' LOL -------------y---- Barrier sIab RETAINING WALL PLAN NO. 5 So i I Re i nf, Typ RETAINING WALL PLAN NO. 6 RETAINING WALL PLAN NO. 7 RETAINING WALL PLAN NO. 8 MISCELLANEOUS DETAILS PANEL DETAILS MECHANICALLY STABILIZED EMBANKMENT DETAIL NOo 1 MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 2 MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3 MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 4 MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 6 LOG OF TEST BORING NO. 1 OF 3 LOG OF TEST BORING NO. 2 OF 3 LOG OF TEST BORING NO. 3 OF 3 Varies Base Width Leveling Pad Top of Wa MSE Wa Panel Fractured Rib Texture FG JF TYPICAL SECTION (MSE)- 0 c °L - 0 °U) > a� 0 -oil 3.. BC Sta 680+96044 "R3" Line PCC Sta 685+28094 "RW680" LOL 681+ 1 R3 Line R3 Line 2 B3-1 LOL Concrete B1 1-56 Barrier wyp O 682+00 Type 736A Li 683+00 684+00 685+00 686+00 687+00 o Roadway section o see ''ROAD PLANS'' Top of Wa ''RW680'' LOL / UPRR R/W o Lij 10+00 11+00 12+00 N88003'35''E 13+00 14+00 15+00 Q0 Fractured 0 Begin Wa I I o Weep hole and Rib Texture pervious Sta 10+00.000 RW680 LOL= °- backf i I 1 BO -3 U)_ Sta 681+50.00 R3 Line -' 3-1 a) C 40069 Rt C UPRR Tracks c °L - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1_ _ _ _ _ _ _ _ J - - _ _ _ _ _ _ _ _ - - - _ _ _ _ - - _ _ - - - _ _ - _ _ _ _ _ _ _I- - - - - - - _ 1 _ _ _ - - - - -1- - - _ _ _ _ - J - - - _ _ _ _ _ L _ _ _ _ _ _ _ _- _ _ _ _ _ _ _ _ L _ _ _ _ _ _ _-_ _ _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ ! _ _ _ _ _ _ _ __ _ - _ _ _ _ _ yJI ° _ _i _ _ _ _ _ _ _ _ • _ _ _ _ _ _ _ _�_ _ _ _ _ _ _ _ + _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� - - _ _ - - - _ r - _ _ _ _ _ _ -- - - - - - - _ t _ _ _ _ _ - - -�- - _ - - _ _ _ _ _ _ _ _ _ _ _ r _ _ _ _ _ _ _ _- - - - - - - - - r _ - - - - - _�_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _�_ _ _ _ _ _ _ _ y _ _ _ _ - - - - _ _ _ _ - � _ _ - - - _ _ - t -_-_ ---_-- �-_---_- - -_- -_---_- - --_-_-- -�-_--- -_--_-_--- --- -- -_-_--- --- -_-_-_-_ -- ---- -_-_—_- ---- -_-_-_-_--- -_�--- -_-_--_�-_- ---_-_- --_- ---_ ---_--_ ---- ---_- - -_- -_---_- ---_-_-----_----_-- - -_-_--- - ---- _ _ - - - _ __ - - _ - - _ 11 ° B F G 3_7RetaIn ng WaI I ---. - Q w Type 5 Q 0 -----'-------=------=-------=------=-------'-------=------� --------=----'-------=------=-------'-------=------=-------=- -- ------- ---- -----'-- ----'----- --- ----------'---- - - - ------- -I---- - - �� _ ---I_----_ - i -_----- = - - - -- _ ---t-------i-------F-_77 -I— _ --- --- - - -'-- ------=-------'-------=--- ---'F-------F-------- - —+ - - —I— - F - - T - IW F-------I-------t------F------t------..-------F - O J a_ PLANIL-Li 1 TYPICAL SECTION (TYPE 5) =30-0 1/411=1 /-Oil DESIGN BY YTim Fuller CHECKED Pete Smith PREPARED FOR THE BRIDGE No. V) DESIGN OVERSIGHT BY CHECKED BY CHECKED Brett Mak I ey 54EO1 02 RETAINING WALL 680 DETAILS Y i hong Wang Pete Smith LAYOUT Y i hong Wang Tim Ful ler STATE OF CPROJECT ENGINEER POST MILES Ii BY CHECKED BY PLANS AND SPECS DEPARTMENT OF TRANSPORTATION 1 3° 2 G E N E R A L P L A N N 0 1 W SIGN OFF DATE QUANTITIES T I m Fuller Carol i na Lopez -Toro SPECIFICATIONS Jim Rucker COMPARED Jeremy LaHaye � Q DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET of Q:� FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES so1��, 01/ /11 02/01/12 07/ /10 1 20 7 FILE => $REQUEST N 643'-7'' (TYPE 5) a� I Datum E I ev 1000.00 1 6+00 17+00 0 LEGEND 1 - Existing Track - Existing Track to be Removed and Reconstructed ------- - Track to be Removed ------ - -� - Proposed Track ------------- - UPRR R/W Fiber optic I i ne (Level 3) , protect in place 1 21 8'- 711 (Measured along "RW680" LOL) 575'-0'' (MSE) Top of Wa Approx OG = FG along "RW680'' LOL 18+00 19+00 20+00 - Structura I excavat ion (Retaining wa I I ) - Structural backfill (Retaining wall) Type 5 to MSE transition Sta 16+43.61 "RW680" LOL Sta 687+91.07 ''R3'' Line 37044 Rt 689+00 DEVELOPED ELEVATION - 1 11=30/-011 QUANTITIES REMOVE RETAINING WALL, LOCATION A STRUCTURE EXCAVATION (RETAINING WALL) STRUCTURE BACKFILL (RETAINING WALL) PERVIOUS BACKFILL MATERIAL (RETAINING WALL) EARTH RETAINING STRUCTURE, LOCATION B STRUCTURAL CONCRETE, RETAINING WALL STRUCTURAL CONCRETE, BARRIER SLAB FRACTURED RIB TEXTURE BAR REINFORCING STEEL (RETAINING WALL) PREPARE AND PAINT CONCRETE CHAIN LINK RAILING (TYPE 7 MOD1 ) CONCRETE BARRIER (TYPE 736A) CONCRETE BARRIER (TYPE 736A MOD1 ) EC Sta 689+64028 R3 Line 690+00 ''R3'' Line 691+00 N850 49'5711E 21 +00 22+00 Note: Earthwork limits in addition to and "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 6" sheet 1 LS 762 CY 1 ,1 97 CY 58 CY 139865 SF 403 CY 277 CY 29873 SF 279783 LB 27,049 SF 10 LF 644 LF 575 LF 692+00 Design H "D11 600'-800' 1'-011 1000' 2'-011 1200' 3,-011 693+00 D+ 1 C Cherry Avenue Overhead Bridge No. 54CO065 End Wa I I I I I I I .L_ lrlrlr - - - - II II 11 nC0a TYPE 5 waI DIST COUNTY ROUTE POST MILES SHEET TOTAL 12754.65 01 °57'2011 217.69 TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 568 624 D ' l 02/01/12 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o Q 414 0 Brett Makley Z 03/29/11 No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. OF CALjFa SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Base width 1 MSE wal I LIMITS OF PAYMENT FOR EARTHWORK Cherry Ave 694+00 NTS Sta 694+52099 ''R3'' Line Sta 30+44042 688+00 End Wa I I 1 Sta 20+98.59 ''RW680'' LOL= Sta 22+18.59 "RW680" LOL= Sta 17+88059 11RW680" LOL= Sta 692+44047 "R3" Line N88003'35"E Sta 21+38059 "RW680" LOL= Sta 693+64041 "R3" Line Sta 689+35053 "R311 Line 65092 Rt Sta 692+84044 R3 Line 69059 Rt 0 "RW680" LOL / UPRR R/W 41092 Rt Sta 20+28059 "RW680" LOL= 67047 Rt + o Sta 691+74.87 "R3" Line o 0 17+00 ° 11 58048 Rt N88 03 35 E 18+00 N89°47'4411E 19+00 20+00 0 ------------ ---- ° -- -------------- o --------------------- S88 21 +00 0 11 22+00 + _ ---_-_ _ _ _ 03 58 E N87 20 57 E ------_-----_------------------------ ---------------------------- r=====_______-___ ----------- UPRR _ .-----------------------• - _-_----------------------------------L«���7----- UPRR Tracks ��� _1----------_-_ --- ;----------------;---------,--------,----------------,----------------.=—___;__ __-______ ---- o ' -- -----_ --- _�------- ---- - _-il� UPRR R/W I I U =-r � I � � I � I -------------=------=------ ------=------=-------=-----� ---- --- ---- ----- ---- ---- ------ ----- --- ---- __ ___ - ---- --- -- --- ---- ---- --- ---- -- - ----------------------------------------------------------- �- -�- -�- I- --L- --I-- J--I---I-- -�- L-� -----I-------- -----H-------I-- - ---+-------I-------H-------F-----I-------i-------1-------H------+-------- I-------F-------H-------I-------t---------------------I-------I-------4--------i-------H------t-------- - - - H -- '--=------=-------'-------=------ -----=------=-------'-------=------� ---- --- ------------'----'---- ----- '------- ' - - - -- - - - -- _ _ - ---- --- --- - ---- --- �I- -�- -�- -I --�- -�- -a-- L----_ ---- --- -----H-------I------- t - - - - - - -- I---------------f-------I-------t----------------- t - - - - - - -I- - - - - - - - - - - - - - H - - - - - - -I- - - - - - - t - - - - - - -i- - - - - - - F- - - - - - - -- -------I-------t-------i------- H - - - - - - t-------I------I------ -- - - - -- \ CURVE DATA DESIGN UCJluIV DETAILS SIGN OFF DATE QUANTITIES DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) PLAN 111=30'_011 BY CHECKED Tim Fuller Pete Smith BY CHECKED BY Y i hong Wang Pete Smith LAYOUT Y i hong Wang BY CHECKED BY Tim Fuller Carol i na Lopez -Toro SPECIFICATIONS Jim Rucker No. R A T L 2O 12754.65 01 °57'2011 217.69 435035 3O 7998000 04008'51" 289061 577096 CHECKED Tim Fuller PLANS AND SPECS COMPARED Jeremy LaHaye ORIGINAL SCALE IN INCHES FOR REDUCED PLANS PREPARED FOR THE STATE OF CALIFORNIA Brett Mak ley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST BRIDGE NO. 54E01 02 POST MILES 13.2 CONTRACT NO.:08-46800 0 + CV Cherry Ave Cherry Avenue Overhead Abut 2 2'-0" Typ 0 i RETAINING WALL 680 GENERAL PLAN N0. 2 DISREGARD PRINTS BEARING REVISION DATES 4 EARLIER REVISION DATES 10/ 10 1 01/ /11 02/01A2 1 07/ /10 SHEET 2 w V) I I w Q OF z o' 20 — n it / /\ 1 1 7 7 r` / n l l UC]TUHI t I e, V I UUU o UU I U 10+00 11+00 Back face of Concrete 30" RCP, See"DRAINAGE PLANS" Barrier Type 736A, Typ 1016 ..W Begin Begin Wall Sta 10+00.0 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) RW6801111LOL 10+00 DEVELOPED ELEVATION ''RW680'' LOL/ UPRR R/W 1 1 1=10 -0 11 RW footing, Typ 11+00 fo fo f f fo o �0 Q) J C UPRR Tracks c 1020 -1 -1019 — 1020 DESIGN - - - - - - ----- �- - - - - - - - - - - - - - - - - - _� - - - - -- - DESIGN DETAILS QUANTITIES PLAN - 1 "=1 0/-011 BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA BY CHECKED DEPARTMENT OF TRANSPORTATION Tim Fuller Caro I i na Lopez -Toro ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 Brett Mak I ey PROJECT ENGINEER UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 569 624 D l ' 02/01/12 �OFESSIO RE(GIST)ERED CIVIL ENGINEER DATE Q Nq 03/29/11 Brett Makley Z PLANS APPROVAL DATE No � . C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or ST q CIVIL 1 completeness of electronic copies of this plan sheet, T, of CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND 1 - Existing Track -- ---J. - Track to be Removed ------------- - UPRR R/W - Fiber optic I i ne (Level 3) , protect in place BRIDGE NO. 54E0102 RETAINING WALL 680 POST MILES 13.2 RETAINING WALL PLAN NO. 1 REVISION DATES SHEET OF DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01- 10/ 10 0,1/a/11 02/01/12 1 07//10 1 3 20 w V) I I W Q DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) I U V I UU 1 UIII r - I CV I UUU.UU 12+00 13+00 DEVELOPED ELEVATION 1 If=10 -0 1017 ''RW680'' LOL/ RW footing, Typ UPRR R/W I i ' O I 12+00 o' fo fo fo fo fo fo I o O e O + 1>O 0-1 + ro N ' C I N — C J U -C Q UPRR Tracks -+- N1020 a 1:2 r------------------ L ------------------------- ------------------------- ------------------------- ------------------------- -------------------------- _I r- - -- ' - - - - - ' - - - - - ' - - - - - ------- - - - - -� ----- ----------- ' ----------------------- -- ------------------------- -------------------------- -I �--10 2 0 1 021 PLAN 1 "=1 0/-011 DESIGN BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE CHECKED STATE OF C Brett I Makley DETAILS BY Y i hong Wang Pete Smith CHCaro I i na Lopez -Toro DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER QUANTITIES BY Tim Fuller ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 570 624 D 02/01 /12 RE RED CIVIL ENGINEER DATE Q�OFESSIO ISTN4` Brett Makley Z 03/29/11 � No. C66397rn rn PLANS APPROVAL DATE The State of California or its officers or agents Exp. shall not be responsible for the accuracy or s�q CIL IVtiP completeness of electronic copies of this plan sheet. OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND Existing Track -- ---J. ' - Track to be Removed f0- - Fiber optic line (LeveI 3) , protect in place BRIDGE NO. 54EO102 RETAINING WALL 680 POST MILES 13.2 RETAINING WALL PLAN NO. 2 OF DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES N-� I 10,/,Ga 10 I 01/ /11 102/01/1210,7/w 10 1 4 20 w Q f9 I I 0 Li 0 w n w Q 0 n, w V) I I w Q z rz -. -7-7/- / /SII n -i r / nII DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) + along ''RW680'' LOL Datum E I ev 1000.00 , 13+00 13+00 14+00 DEVELOPED ELEVATION 1 01 8 - RW footing, Typ ''RW680'' LOL/ UPRR R/W O DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 571 624 D l ' 02/01/12 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 PLANS APPROVAL DATE w No. C66397 M The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. ST TF of CA FO SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND 1 - Existing Track -- ---J. - Track to be Removed - Fiber optic I i ne (Level 3) , protect in place DESIGN 1400 00 I BRIDGE NO. o fo fo O � DETAILS BY I I_ o o Pete Smith PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carol i na Lopez -Toro + Li BY Tim Fuller 13.2 2 a� C- Q ORIGINAL SCALE IN INCHES UNIT: 2232 I DISREGARD PRINTS BEARING .� SHEET 0 1020 _C: 0 0 W ° UPRR Tracks I ° o -� -------------------------- - -r- -�-- --- EARLIER REVISION DATES No 10 01/ /11 - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - _ - - - - - - - - ' - - - - r _ - -i- -�- - r - -i-- --- --- ------------------ -------- - - i - 20 i ----------------------------- ---------------------------------------------I----`----------I� I I W Q -- - - - - - - - - - - - - - - - - I I I I I I -I- --- --- -- - -- 0 J PLAN Li 1 "=1 0'-0" Li Q 0 DESIGN BY Tim Ful ler CHECKED PREPARED FOR THE Pete Smith Brett Mak I ey CHECKED STATE OF CALIFORNIA BRIDGE NO. R E T A I N I N G W A L L 680 V) 7D 54E01 02 DETAILS BY POST MILES R E T A I N I N G W A L L P L A N N 0. 3 Y i hon Wan g g Pete Smith PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carol i na Lopez -Toro II QUANTITIES BY Tim Fuller 13.2 2 Q ORIGINAL SCALE IN INCHES UNIT: 2232 I DISREGARD PRINTS BEARING REVISION DATES SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES No 10 01/ /11 02/01/120 lo7,lWll10/ 5 20 f*����3:iX�l1I�►�1 N DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) HNNI VA VV - 1 V +�- along "RW68011 LOL � I Datum E I ev 1000.00 . 15+00 "RW680" LOL/ UPRR R/W DEVELOPED ELEVATION 1020 1 11=10 -0 11 RW footing, Typ 15 00' o f f fo f0 f0 f ° � o + Irn + N � C � C J 1020 J U U ° UPRR Tracks ° r--------------------------------------------------1-------------------------'------------------------ '----------------------- ' -------------- --- _� _ -'-- ' - - - - - - --------------------------- ' ----------------------- ------------ ------------------------------------ 1 ----------------------- ' ------------------ I i i - - - - - -- --- - - -- - --- - - - - - _ - - -- _70 - _70 PLAN 1 "=1 0/_011 DESIGN BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE DETAILS BY Yihong Wang CHECKED Pete Smith ]STATE OF CALIFORNIA QUANTITIES BY Tim Fuller cHCaro I i na Lopez -Toro DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 LEGEND 1 - Existing Track -- ---J. - - - Existing Track to be Removed - - - and Reconstructed - Track to be Removed fo - Fiber optic line (Level 3), protect in place KInTC o 1. For Fractured Rib Texture details, see "MISCELLANEOUS DETAILS" sheet. Brett Mak I ey PROJECT ENGINEER DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 572 624 D 02/01 /12 RE RED CIVIL ENGINEER DATE Q�OFESSIO ISTN4` Brett Makley Z 03/29/11 J rn No. C66397 PLANS APPROVAL DATE Cr The State of California or its officers or agents Exp. shall not be responsible for the accuracy or s�q CIVIL tiP completeness of electronic copies of this plan sheet. OF CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST S)E U I lUN A -A YII=1 /-0 11 BRIDGE NO. 54EO102 RETAINING WALL 680 POST MILES 13.2 RETAINING WALL PLAN NO. REVISION DATES SHEET DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10- 10� 10 0,112 /11 02/01/12 1 07/ 10 6 w ff� I I 0 W 0 J a - W i� W Q -69 0 I I 0 W 0 w Q 0 w V) I I 4 W Q OFLi z 20 NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any materia I DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) . V V N1 IV 1 V, 1 J N F1�JPI U^ vV I V I V a 3-� along ''RW680'' LOL I ---> i Datum E l ev 1000.00 16+00 17+00 DEVELOPED ELEVATION 1 =1 0 -0 Barrier slab RW footing, Typ "RW680" LOL/1025— I UPRR R/W -- - - - ------------- - - - - -- ----_ - -- ----- x 16 00 0 +i 17+00 ' o 1 o \� I Lo ry, + o 1 020 rO I J c C ' U --- ' -----1 - UPRR Tracks ----------------- ° U--------------- ---- - — -, - ° _ - - - 0' ----------------, ------------'----------------------------------- - - - - - --------------'- - -- _ _ ------ ------------ ------------------------,------------- ----- ------ -- -_- =- =- _= - _-_ _------------��-------_--=--=-�__ -_-- ----=f- =-------- ---------- - - -- -- _-- - - - _ ---- _� - - - - - - - - - - - - -� - - ---------------+--------------------------- -----------------------------I------ - - - - ^ I DESIGN DETAILS QUANTITIES BY Tim Fuller BY Y i hong Wan BY Tim Fuller PLAN 1 "=1 0'-0" CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro 1 11 A1r1TC ORIGINAL SCALE IN INCHES I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST LEGEND TLP BW DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 573 624 D l ' 02/01/12 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 PLANS APPROVAL DATE W No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or Sq CIVIL 1 completeness of electronic copies of this plan sheet. T TF OF CALIF00P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Indicates interval i n years from time of construction to t i me of remova I of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet L I lu I ILLI I cS pane I type des i gnat ion. For deta I Is see 'PANEL DETAILS'' and ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1 " sheets PANEL LEGEND NO SCALE - Existing Track - Existing Track to be Removed and Reconstructed - Track to be Removed - Fiber optic I i ne ( Level 3) , protect in place - Indicates limits of welded wire mat - Top of leveling pad - Base width 1. For MSE wa I I and TYPE 1 wall joint detail, see ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3'' sheet BRIDGE NO. 54E0102 RETAINING WALL 680 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01- 10� 10 0,1/a/11 02/01/12 1 07//10 1 7 w Q f9 I I 0 W 0 w Q 0 n, w V) I I 5 W Q OFLi z 20 # of Panels- 10 3 7 8 8 Design H = BW = 1705' 12' 20' 14' 1705' 12' 20' 14' 2205' 16' Top of Wa FAI -- --- ------------ ---- -p- p - D p I --- - E E _ _ _ _-------- ---- -------------- -- ---- ---- --- ---- ---- - -p -D- - p E D E p E D A D A A A D D E D E D E D A A A A A A A A o o rD E D E D D to o A A A A A A A A A A A A A to o 1A A A A A A A A A A A A A A A A tLn o + 10 A A A A C A C A C A C A C A C A A C A C A A A A rn A B B B B B B B B B C B C B C B a� hB C B C B C C c Ic J Approx OG = FG � TLP EIev 1018050 TLP EIev 1016.00 a I ong '�RW680" LOL + U I I Q Q � Datum EIev 1000.00 I 18+00 19+00 DEVELOPED ELEVATION "RW680" LOL/ UPRR R/W Barrier slab --------------- ------- - - — - - - ---- I y� 1030 -1025 I � -------------------------- - --- 0 1 8+00 — ---- --- ---------------- -------------- O ' UPRR R/W I O 1+ I O 1022 I 0 -- + ------ UPRR Tracks -------------- ------------ ; - - - - - L - - - 1 _ - - J - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - ; - , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - /I\ - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - I a� _ L I1 - - - J - ------------- --- U PLAN 1 "=1 0'-0" DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) BY DESIGN Tim Ful ler BY DETAILS Y i hong Wan QUANTITIES BY Tim Fuller Indicates interval i n years from time of construction to time of removal of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet LEGEND I I IU I "'U I CS pane I type designation. For details see 'PANEL DETAILS" and "MECHANICALLY STABILIZED EMBANKMENT DETAIL NOo 1 " sheets PANEL LEGEND NO SCALE - Existing Track to be Removed - - and Reconstructed - Track to be Removed - UPRR R/W \ I- Ind- icates limits of 1-- welded wire mat TLP - Top of leveling pad BW - Base width NOTES: 1 o For Fractured Rib Texture deta i Is, see "MISCELLANEOUS DETAILS" sheet. 10 Fractured Rib Texture FG SAMPLE MSE WALL ELEVATION WITH FRACTURED RIB TEXTURE No Sca I e CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 574 624 D ' l 02/01/1 2 FZOFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or Sq P T TF 1 completeness of electronic copies of this plan sheet. OF CAL104 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SECTION A -A I/2=1 ,_0.. ll ll D 7 9 7 7 ll ll L BRIDGE NO. 54E0102 RETAINING WALL 680 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 01- 10� 10 01/ /11 02/01/12 1 07//10 1 8 N DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) # of Pane I s 44 7 7 8 8 Design H = BW 25' 18/ 2205 16/ aw 25' 18' 2705' 19/ 30' 211 3205' 23 / XP Xp Top of Wa I I �' �Xo J � �� _ --- -- ----- ---- --- ------------ - --- - - D D D E D E D -- ---- --- ------------ ---- ------p- -D D E D E D A A A A t_+_n_f -- -----------Dp E D E D E A A A A A A A D E D E D E A A A A A A A A A A A o o I E A A A A A A A A A A A A A A o o A A A A A A A A A A A A A A A o o I A A A A A A A A A q A A A A A A + ' A q A A A A A A A A A A A A A_ _ o A A AA A A A A A A A A -- -- q A o A C C ' C B B C B C B C B C B C B C B C B C B �_ -B- C---B--=C-- - B- C- J C B — — - J -C U Approx OG = FG TLP E I ev 1 021 000 Existing Retaining Wa I I to be removed, o +_ along along "RW680" LOL TLP EIev 1018050 see see Datum EIev 1000.00 19+00 20+00 DEVELOPED ELEVATION 1 11=10 -0 11 +1 C_ ---� �—------- N -- B a r r i e r slab Existing Retaining Wall 1035"RW680" L0L footing to be removed, see ''MISCELLANEOUS DETAILS" sheet 1 0 3 0 �I ---------- u 7025 /ZZZ I o --- - - - -- ------------- ------------------------ I I _o+ UPRR Tracks �_UPRR_R/W 20+00 -------Ln �---- o `-------------- ---- o o ------_---�---- --- --- --- ----�' ---------------------------------------------- J' -----------------------+ ----------- --------------- 11 a----------- - ' _ __ -o - _ - - - _ _ - - - 1 - - - - - - - - - - - - - - - - - - - - - - -- L - - - - _ - - - - - - - - - - - - - - - - - - - -I- ' - - - - - _ _ - - - _ _ - - - _ _ - ' - - - - _ - - - - - - - I - J 1- - - - - - - - I . C '5;1 025 — I BY DESIGN Tim Ful ler BY DETAILS Y i hong Wan QUANTITIES BY Tim Fuller PLAN 1 "=1 0/_011 CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 575 624 D ' l 02/01/12 FZOFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp' CIVIL P ST TF shall not be responsible for the accuracy orq 1 completeness of electronic copies of this plan sheet. OF CALZFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Indicates IntervaI in years from time of construction to t i me of remova I of inspection wire, see ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet i I lu I Vu I cS pane I type designation. For details see PANEL DETAILS'' and ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1 " sheets PANEL LEGEND NO SCALE LEGEND - Existing Track to be Removed and Reconstructed - Track to be Removed I I I ------------- - UPRR R/W i- Indicates limits of J welded wire mat TLP - Top of leveling pad BW - Base width BRIDGE NO. 54E0102 RETAINING WALL 680 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10"/, 10 0,1/a/11 02/01/12 07/ /10 1 9 J� n, w V) I I 7 W Q OF z 20 u) # of Panels 8 15 Design H = 32.5' 35' BW = 23' 25' DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) �oX 12 3705' 26' Chain Link Rai I i ng, Type 7 B11-52 ( Mod 1 ) Cherry Avenue Overhead Bridge No. 54CO065 End wa 10 /- 0" �1' o0 X h� rL Q) X, OXO � p J'` Top of Wa I 1 �� �� o �x ��, o ------------------ -- ---- ---- --- ------------------------ --------- - ---- --- ---- ---- -- - p - --- - p - p pp ---- ---- --- ---- ------E p E p E p E D E D D E p D E D E D E D A D A E � o E E 3o A ao(Co A 20 A A A O i - D A A A A A q A A A A A A A A A A A A A A A A A A A A I G A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A o A A A A A A —A0 A A 50 A A 10 A A 5 A A 40 A A 30 o A A A A A A A A A A A A A A _— - A----- A- A- A- ---r-- Ln A A A A A A A A _A _A --- — -A A A A A A A o A A A cv —._ -- -- -- --- A-- -- A- -- - A A A 0 A A 20 A A 3o A �o A A 5o I A A A A A A A 40 A A A AO A AO A A A A C q A A A A A A �+ A A A A A A A A A A C C C C C C C C C C C C C C C C C_ 1 J �g -- -g -- --g -- -g -- -g - - g -- - g -- -g -- -g -- -g -- -g - g -- -g -- -g -- -g - -g -- - g - - ---� -_ - -- -- -- ----------- -- -- -- -- -- -- -- -- -- -- -- -- -- - ------ -- -- -- -- --- fF- 0 r--- -Fr-- U I II II II II � II II 0 Existing Retaining Wa 1 I to be removed, TLP E I ev 1 021 000 '.� �- see "MISCELLANEOUS DETAILS" sheet Approx OG = FG along "RW680" LOL Datum E I ev 1000.00 "RW6 80" LOL 21+00 DEVELOPED ELEVATION 22+00 1 =10 -0 -- 1 050�- --- -- - - -- ----- - - - - -------- Cherry Avenue Overhead Abut 2 1045— Existing Retaining Wall_ - footing to be removed see Barrier s I ab \ ''MISCELLANEOUS DETAILS 9sheet � 1040 BY DESIGN Tim Ful ler BY DETAILS Y i hong Wan QUANTITIES BY Tim Fuller PLAN 1 "=1 0'- 0" CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro See Note 1 LEGEND DIST COUNTY ROUTE POST MILES SHEET TOTAL ------ ------ ----- - TOTAL PROJECT No SHEETS 08 --ME! --- o 1 2 0 3/1 4 0 1 576 035 D ' o I � Brett Makley 03/29/11 L No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp' CIVIL Lo I -------------, ----------------- ------------------------------10251 ---, 1170 W 3RD STREET 21+00 -------------------------------------------------------------------------------------------------- 22+00 3550 VINE STREET, SUITE 120 N----------------- 1 _ 1_ I-- - _ ' ------ ----------------- � ___"-"-"""----- _ 1_ 1 — — --1 4 11025 UPRR R/W G --- - —1025 -----�____ ---___ -"-- ------------- UPRR Tracks '_— — --� — — — —I— --------_ _ _ ------ --------'-_— ---------'---- — - --- — - — ------ I--- I - --__---------____=_ Ir -� — —------------� ---— --- BY DESIGN Tim Ful ler BY DETAILS Y i hong Wan QUANTITIES BY Tim Fuller PLAN 1 "=1 0'- 0" CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro See Note 1 LEGEND DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 576 624 D ' l 02/01/1 2 FZOFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 L No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp' CIVIL P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. OF CALZFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Indicates interval i n years from time of construction to t i me of remova I of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet 1 1 1 I k. U I cS pane I type designation. For details see PANEL DETAILS" and "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1 " sheets PANEL LEGEND NO SCALE - Existing Track to be Removed - - and Reconstructed - Track to be Removed 1 1 1 ------------- - UPRR R/W \ - Indicates limits of L - - - - - -- welded wire mat TLP - Top of leveling pad BW - Base width End Wa Sta 22+18.59 ''RW680'' LOL ORIGINAL SCALE IN INCHES I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST AI/1Tr e 1. For MSE wall and abutment joint detail, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet BRIDGE NO. 54E0102 RETAINING WALL 680 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT N0. 08-468004 EARLIER REVISION DATES 10� 10 01/ /11 02/01/12 07/ /10 10 J� n, w V) I I LLJ 8 Q OF z 20 u) See Note 1 See Note 2 DESIGN OVERSIGHT Finished Grade Backface of Retaining Wal Deta i I ''A'' Geocompos i to Drain Deta i I "B" WALL SECTION Filter Fabris wrap around DETAIL "A" AI/1Tre- 1. ` 4'' 0 drain 3'' Uns I otted Plastic Pipe 3" minx SECTION A -A 10 mil Polyethylene sheet Bond 6'' to wa I 1 Cut hole for 3'' pipe Cap -typo See Note 2 3'' Slotted Plastic Pipe. See Note 2 Tee Connection Face o MSE pane Note 1 FRACTURED RIB TEXTURE TERMINATION DETAIL (MSE) Bond to Geocompos i to E A Drain rn 0 Level or sloped 1' toward wa I I 1 '-0" Cement Treated Permeable Base DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale (BO -3 Alternative to bridge detail 3-1 10 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls). For wa I Is adjacent to sidewalks or curbs, provide 4" plastic pipe under the sidewalk to discharge through curb face. Exposed wa I I dra i ns sha I I be I ocated 3''± above f i n i shed grade 2. Geocompos i to drain, cement treated permeable base, and 3'' 0 slotted p1astis pipe continuous behind retaining wa I I o Cap ends of pipe. ProvIde ''Tee'' connection at each 4' 0 drain. 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) BY DESIGN Tim Ful ler BY DETAILS Y i hong Wan QUANTITIES BY Tim Fuller No Scale Fractured R i b valley, Note 2 Face of panel or wa VVUI I W=1111 FRACTURED RIB TEXTURE DETAIL 1 o For vertical joint detail, see ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1 " sheets 2. Permissible location of weakened plane and expansion joints 15 0"± H=6' 36'-0"+ H=8' 43'-0"± H=10' No Scale 204'-1 "± 43'-0"+ H=12' 43'-0"+ H=14' DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 577 624 ' l 02/01/12 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 W No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL ST TF 1 SSI shall not be responsible for the accuracy or q completeness of electronic copies of this plan sheet. OF CALZFO SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND 24'-1 "± H=16' - Indicates Remove Retaining Wa I I , Location A - Indicates Existing Concrete T +1 0 M T RETAINING WALL REMOVAL DETAIL Y161I=1 ,-Oil RETAINING WALL FOOTING REMOVAL DETAIL Y1611=1 /-Oil CHECKED Pete Smith PREPARED FOR THE Brett Mak I ey CHECKED Pete Smith STATE OF CALIFORNIA PROJECT ENGINEER CHECKED Carolina Lopez -Toro DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS o 1 z 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST BRIDGE NO. 54E01 02 POST MILES 13.2 Remove Existing RW and abutment stubwa I I, see ''BRIDGE PLANS'' Top of footing Exist footing st footing Remove Existing RW footing, see ''BRIDGE PLANS'' RETAINING WALL 680 MISCELLANEOUS DISREGARD PRINTS BEARING CONTRACT N0. 08-468004 EARLIER REVISION DATES[1 DETAILS REVISION DATES SHEET 0'1017/r/711 F02/01/12107,/0-/1'01 1 1 Face of pan( #4 @, 8" Max stagger on each side of #4 vertical k 6" Li' Top soi reinfo mesh N `L Bottom so Q reinfo mesh, > see note 1 ------------ X U) --------- U) *0 C .L Q TYPE "D" TOP PANEL '-0" * 6" where mat spacing is G 2'-6" FEE Face of pane X C Q = N LO #4 @, 8" Max stagger on each side of #4 vertical bars L U Ln N .L O N TYPE "E" TOP PANEL NOTES: 1 "=1 -0" 1 o Omit bottom soil reinforcement mat when spacing is less than 9" 2. Omit intermediate soi 1 reinforcement mesh when spacing is less than 6" 3. See "MECHANICALLY STABILIZED EMBANKMENT DETAIL NOo1" sheet for panel TYPE "A", "B" AND "C" 4. Architectural Treatment not shown Top so i reinfo mesh Intermediate soil reinfo mesh, see note 2 Bottom so reinfo mesh 0 4- X o Q C O N Q0 TABLE 1: WELDED WIRE MAT SOIL REINFORCEMENT LAYOUT DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 578 624 D l ' 02/01/12 ES SIO RE(GIST)ERED CIVIL ENGINEER DATE Q Nq 03/29/11 Brett Makley - z PLANS APPROVAL DATE No � . C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet, ST TF of CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Design H 15 1705 20 2205 25 2705 30 3205 35 3705 BW 11 12 14 16 18 19 21 23 25 26 2@,W1 1 xW1 1 +6"x9" 2@,W1 1 xW1 1 +6"x9" 2QW1 1 xW1 1 +6"x9" 5@011 xW1 1 +6"x1 8" 5@,W1 1 xW1 1 +6"x1 8" 59W1 1 xW1 1 +6"x1 8" 1 09W1 1 xW1 1 +6"x24" 1 O@,W1 1 xW1 1 +6"x24" 1 O@,W1 1 xW1 1 +6"x24" 1 O@,W1 1 xW1 1 +6"x24" Reinforcing Mesh i i 2@,W1 1 xW1 1 +6"x1 2" 2@,W1 1 xW1 1 +6"x1 2" 3@,W1 1 xW1 1 +6"x1 8" 4@,W1 1 xW1 1 +6"x24" 5@,W1 1 xW1 1 +6"x24" 5@,W1 1 xW1 1 +6"x24" 2@,W1 5xW1 1 +6"x30" 3@,W1 5xW1 1 +6"x30" 4@,W1 5xW1 1 +6"x30" 5@,W1 5xW1 1 +6"x30" conf gurat on, from the top down �� �� 1 @,W1 1 xW1 1 +6 x1 8 �� �� 1 @,W1 1 xW1 1 +6 x1 8 �� �� 3aW1 1 xW1 1 +6 x24 �� 1 WW1 1 xW1 1 +6 x30 1 @,W1 1 xW1 1 +6"x24" 2@,W1 1 xW1 1 +6"x24" * Mesh configuration = # of mats @, longitudinal wire size x transverse wire size + longitudinal wire spacing x transverse wire spacing DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA BY CHECKED DEPARTMENT OF TRANSPORTATION Tim Fuller Caro I i na Lopez -Toro ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 Brett Mak I ey PROJECT ENGINEER UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54E0102 RETAINING WALL 680 POST MILES 13.2 PANEL DETAILS DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10/ 10 01/ /11 02/01/12 07/ /10 12 20 n, w V) I I W Q %11 chamfer when no raised reli HORIZONTAL JOINT DETAIL No Scale it of face pane 1*1 � See "HORIZONTAL JOINT DETAIL" i #4 Tot 11 C\J equally spaced #4 - ------- ------------ #4 Q 8" Max C 0) a� • C9 Welded ' I �E wire mats CV O • z 0 #4, Tot 11 = M f ''All 1 3 TYPE A INTERMEDIATE PANEL No Scale STANDARD DRAWING APPROVED BY K. GR/SWELL RELEASED BY ROBERTO LACALLE i NILE x s 1 3 OZ O� I� RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF APPROVAL DATE 5-6-08 RELEASE DATE REVISED DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) 5'-0" nominal length PLAN - FACE PANEL No Scale NOTES: 1. Architectural treatment not shown. 2. Place reinforced elastomeric bearing pads in all of the panel joints between the panels. Place one in each vertical joint where the horizontal point intersects it. Place two per panel in each horizontal joint. 3/4" x 2%" x 6" for vertical joints 3/4" x 4" x 6" for horizontal joints. 3. Bond a strip of filter fabric , 11 - 0" wide, over the full length of all panel joints. CV I CV TYPE "C" 1 3 BOTTOM PANEL No Scale — Welded wire mats L U = n CV #4 @ 8" Max 1� See "VERTICAL JOINT DETAIL" 3 11 chamfer when no raised relief Rear of face panel L(7 — — — — — — — — — — — — — — I N #4 Tot 6 = equally spaced Minor Concrete 1,-0" Leveling pad Typ TYPE "B'' <14 BOTTOM HALF PANEL No Scale N o Welded z wire mat c9 I CV 1 Revised detail STATE OF DIVISION OF 2 Removed detail CALIFORNIA 3 Removed scale DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES ORIGINAL SCALE IN INCHES I I I I I I I ICU 08224 FOR REDUCED PLANS 0 1 2 3 EA 468001 DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 10 12.3/14.1 579 624 ESS ]ON q< R IS ERED ENGINEER — CIVIL Brett Makley Z 03/29/11 W NO. C66397 M PLANS APPROVAL DATE Exp. The State of California or its officers or agents PS> CIVIL P shall not be responsible for the accuracy or 4 OF CALIF completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 N N Lo Lo I_ r VERTICAL JOINT DETAIL No Scale O SPECIAL DETAILS O RETAINING WALL 680 BRIDGE NO. 54E0102 MECHANICALLY STABILIZED EMBANKMENT POST MILE 13.2 DISREGARD PRINTS BEARING EARLIER REVISION DATES USERNAME => $USER DETAIL N0. 1 REVISION DATES (PRELIMINARY STAGE ONLY) /1 10/ /1 1 / 11 02/01/11 SHEETI OF 13 1 20 $REQUEST w 0 w 0 J IL W COUF Transverse wires W11 I_ 5 spaces Q 6" Longitudina w i res 5� Note D n PLAN OF PANEL WITH WELDED WIRE MAT No scale Notes: 1) Distance as required to permit coupler to be swaged. Place #4 bar, 3' - 2" long, centered on connector mat, but not welded to it. 03 Length equals "Base width" of wall, except it shall not be less than 16' for the top 2 levels of mats at the top of the wa I I ® All Transverse Wires size W11 at various spacings as shown elsewhere in plans. All Longitudinal Wires at 6'' spacing, of various sizes, as shown elsewhere in plans. GENERAL NOTES (MSE WALLS) Live loading: Surcharge = 240 Ib/ft2 Soil parameters: Internal design 3409 y = 120 I b/ft3 External design (b (Backf i I I ) = 3409 y = 120 I b/ft3 (p(Foundation) = 300 Precast concrete panels: f'c = 49000 psi (Concrete compressive strength at 28 days) fy = 609000 psi (Yield strength of reinforcement) Soil reinforcement: Welded wire mats: fy = 659000 psi (Yield strength) Coupler: fy = 36,000 psi (Yield strength) Corrosion rate = 1.1 mils/year Reinforced concrete: f'c = 39600 psi, except as noted (Concrete compressive strength at 28 days) fy = 609000 psi (Yield strength of reinforcement) MSE = Mechanically stabilized embankment SECTION B -B No scale of ckness = 1/41' t i re mat )wn DIST. COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12.3/14.1 � Z� — T, --,4D R IS ERED ENGINEER - CIVIL 03/29/11 SHEET TOTAL NO. SHEETS 580 624 O Q�OFESSION 4 Brett Makley Z NO. C66397 M PLANS APPROVAL DATE Exp. The State of California or its officers or agents CIVIL P shall not be responsible for the accuracy or qTF OF CALIFO��� completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 RETAINING WALL 680 STANDARD DRAWING STATE OF BRIDGE NO. APPROVED BY K. GR/SWELL RELEASED BY F20BERT0 LACALLE DIVISION OF 54E0102 MECHANICALLY STABILIZED EMBANKMENT FILE x s 1 3- OZ O- 2e RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF CALIFORNIA POST MILE APPROVAL DATE 5-6-08 RELEASE DATE 5-6-08 DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES 13.2 DETAIL NO . 2 DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES CU 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 EA 468001 EARLIER REVISION DATES so 3/ /1 7/ /1 10/ /1 1/ /11 210111 14 20 USERNAME => $USER $REQUEST MSE Face i Place vertical bearing pads where horizontal panel joint intersects vertical panel joint. Welded wire mats LevE 3/,11 vd a (wingwall$ return wa or retaining wall) MSE FACE PANEL -TO -CONCRETE WALL JOINT DETAIL LEGEND: 10 Bond a strip of filter fabric, 1'-6" wide, to back of MSE panels and the adjacent concrete wall for entire length of vertical joint. O2 Bond expansion joint material to the concrete wall. O3 Offset between face of MSE face panel and face of the concrete wall as dictated by location of layout lines shown elsewhere in Project Plans. O 6" Typ ® REAR ELEVATION 1'-0" wide strip of filter fabric bonded to adjacent panels fu I I length of both vertical and horizontal panel joints. Neoprene plug (may radially at one loc W 1 1 x 10'-0'' see Note 2 Fill void see Note Encapsulate - see Note 4 NOTES: DIST. COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12.3/14.1 � Z� - T, --,4D R IS ERED ENGINEER - CIVIL 03/29/11 SHEET TOTAL NO. SHEETS 581 624 O Q�OFESSIpN 4 U) Brett Makley Z NO. C66397 M PLANS APPROVAL DATE Exp. The State of California or its officers or agents 5> CIVIL P shall not be responsible for the accuracy or qTF OF CALIFO��� completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Front of face pane Inspection wire see Note 1 ied or cored hole SECTION THRU INSPECTION WIRE 1. Center inspection wire in face panel. 2. Fabricate inspection wires f rom W11 wire representative of the welded wire mats, with %11 dia - 16 UNC threads for at I east 1 %2" of one end 3. Place inspection wire horizontal and perpendicular to the wall panel prior to backfilling. After backfill placement to a level at least 2'-0" above the Inspection wire, dry pack opening with 1000 to 1500 psi mortar. Trowel mortar smooth and flush with face of panel. 4. Encapsulate threaded end with corrosion inhibiting mastic, and secure round vinyl cover with nylon tie. UNC = Unified coarse threads SPECIAL DETAILS RETAINING WALL 680 STANDARD DRAWINGBRIDGE 1O Revised detail STATE OF DIVISION OF NO. 54E0102 MECHANICALLY STABILIZED EMBANKMENT K. GR/SE APPROVED BY WLL OBO LACALL RELEASED BY RERTE CALIFORNIA Q FILE xs13 OZO�V NO.RESPONSIBLE RESPONSIBLE TECHNICAL SPECIALIST OFFICE CHIEF ENGINEERING S E R V I C E S POST MILE APPROVAL DATE 5-6-08 RELEASE DATE REVISED DEPARTMENT OF TRANSPORTATION 13.2 DETAIL N0. 3 DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES CU 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 E A 4 6 8 0 01 EARLIER REVISION DATES 3/ /1 7/1/110/ 1/11 / /11 2/01 /1 15 20 USERNAME => $USER $REQUEST LTJ 0 W 0 J IL LJ SECTION AT TOP OF WALL WITH BARRIER SLAB AND CONCRETE BARRIER Concrete Barrier Type 732 (Mod) 1'-5" Concrete Barrier 1/ -53/4" Type 736 (Mod) Layout Line - Barrier Slab Top of Wa I I o III - o C9 I "c" bar = #6 X 49'-2" CSI CSI O11 O HMA Overlay on barrier slab, see "ROAD PLANS" 2'Cir 2 7 Fractured Rib Texture Face pane See Note 4 2•• CV I CSI 6/—oil Cable railing Std CL Cha i n I ink fence > i gnat i on 1 0 nat i on 1 0 #4 tot. 11 11 9 C C a- Bar designation 10 a � CV CV U 1W� I I I I I I I I I f 1 a be a be a be a- Bar des i gnat i on 0:� -- - - - - -------- - - - - -- - -- #5 1'-0" 6 Spaces @, 6" 3" 4 min - #5 @, 1 ' -0" --------------------------- SECTION AT TOP OF WALL WITH BARRIER SLAB O WITH PAVING NOTCH AND CONCRETE BARRIER STANDARD DRAWING APPROVED BY K. GR/SWERELEASED BY LL F200ERT0 LACALLE A FILE x s 1 3 OZ O� 4e RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF NO.APPROVAL DATE 5-6-08 RELEASE DATE REVISED DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) Layout line— Plain 1311-47 or ',do Plan B11-7 4" x 5" 9" or 5" 0 x 9" post p ket Top of wa o 14 15 � I 2" cIr,typ #4 F @, 1 ' -0" 'except 2spaces at 6" each side of post pocket§ V-311, -311 2/ -oil a• L- c X 0 I E E o FG Concrete gutter Std. Plan 133-9 -21/2'' c I r, typ 4 'd 12" exten, 1 -3" min into fac pane Face pa el SECTION AT TOP OF WALL 0 WITH COPING AND GUTTER CONCRETE BARRIER TYPE 60D (MOD) AT FACE OF MSE WALL Welded Wire Mats O DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT N0. SHEETS 08 SBd 10 14.8/15.5 582 624 Q Ft0 F E S S ION q� R IS ERED ENGINEER - CIVIL Brett Makley Z 03/29/11 W No. C66397 M PLANS APPROVAL DATE Exp. The State of California or its officers or agents s> C I V I L P shall not be responsible for the accuracy or qTF OF CALIFO��� completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 NOTES RIVERSIDE, CA 92507 1. Clearance to reinforcing steel in concrete barrier to be 1 2.Not all barrier reinforcement shown. 3.No expansion joints in concrete barrier or barrier slab within MSE wall limits. 4. Specific concrete barrier to be utilized as shown on typical section elsewhere in Project Plans. 5.Install cable railing or chain link fence when indicated in Project Plans. LEGEND: 10 1" Expanded polystyrene. 02 2" Expanded polystyrene. Recess expanded polystyrene 2'' Into barrier slab. 03 Contact joint. 04 Welded Wire Mat Soil reinforcement. 05 #5 L a 1 ' -4" ( To be in place prior to 6/4 barrier slab concrete). 06 #5@, 8" (To be in place prior to 6/4'' barrier slab concrete). ( #5 ��7 @1 1 ' -0" (O 3/-411 08 #5 4/-7119 1 ' -0" bundled with 90 bars (�)#5 1 @1 1 ' -0" O1 011 a 11bar = #6 continuous . ''b'' bar = #6 X 59 -0 "c" bar = #6 X 49'-2" Place "b" and "c" bars at beginning and ending ends of barrier slab. O11 O HMA Overlay on barrier slab, see "ROAD PLANS" ipacted 1 2 4/-0'' wide pavement reinforcing fabric. ial 13 Except 9" when coping and barrier slab occur along the top of the some wall. 14 Except 2'-0" when coping and barrier slab occur along the top of the same wall. 1 5 I/2" expansion joints i n coping at every fourth panel joint. 0 SPECIAL DETAILS 1 Revised detail STATE OF DIVISION OF 2 Revised note CALIFORNIA 3 Removed detail DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES ORIGINAL SCALE IN INCHES I I I I I I I I CU 08224 FOR REDUCED PLANS 0 1 2 3 EA 468101 RETAINING WALL 680 BRIDGE NO. 54E0102 MECHANICALLY STABILIZED EMBANKMENT POST MILE 13.2 DISREGARD PRINTS BEARING EARLIER REVISION DATES 3 USERNAME => $USER DETAIL N0. 4 REVISION DATES (PRELIMINARY STAGE ONLY) /1 10/ /1 A 1/ /11 2/01/1 SHEET OF 16 20 $REQUEST LTJ II 0 w 0 J IL LJ Layout IinP Leveling Note 1 2' 2' � 8" Underdrain 0. Existing ground line — 2, -0" FS or excavation limits EXCAVATION l 3, -01� OUTLET PIPE 3, _0.. CLEANOUT PIPE BACKFILL OUTLET OR CLEANOUT PIPE FOR UNDERDRAIN ABBREVIATIONS LIMITS OF EXCAVATION<1> OG Original ground No Scale FS Planned finished surface GP Planned grading plane C 8 11Underdrain 0. above Elev. top ded wire mats 2 Note 1 No Scale 8" Underdrain DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS SBd 10 12.3/14.1 583 624 Q Ft0 F E S S ION q� R I S ERED ENGINEER - CIVIL Brett Makley Z 03/29/11 NO . C66397 PLANS APPROVAL DATE Exp. The State of California or its officers or agents s� CIVIL P shall not be responsible for the accuracy or qTF OF CALIFO��� completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 NOTES: Limits to FS except to GP when in roadway section. LEGEND 2. Locate 8'' perforated underdrain below bottom level of welded wire mats. Limits of structure excavation 3. Maximum spacing of outlet pipes is 200 ft. Limits of structure backfill 4. At sa ys in profile of underdrain, install outlet Limits of permeable material pipe or each direction of flow. 2 Note 1 2, /-oil- rem to 2 16 / -oil I� �_ 8'' Underdra i n ROADWAY SECTION WITH ROADWAY SECTION WITH SLOPING FINISHED SURFACE O � O / O BASE WIDTH 16 OR GREATER BASE WIDTH LESS THAN 16 LIMITS OF BACKFILL SPECIAL DETAILS No Scale RETAINING WALL 680 STANDARD DRAWING O Revised detail STATE OF BRIDGE NO. MECHANICALLY STABILIZED EMBANKMENT APPROVED BY K. GR/SWELL RELEASED BY F200ER7-0 LACALLE DIVISION OF 54 E 0102 FILE W3 -020-6e RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF CALIFORNIA POST MILE APPROVAL DATE 5-6-08 RELEASE DATE 5-6-08 DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES 13.2 DETAIL NO. 6 DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES CU 08224 DISREGARD PRINTS BEARING REVISION GATES (PRELIMINARY STAGE ONLY) SHEET of FOR REDUCED PLANS 0 1 2 3 EA 468001 EARLIER REVISION DATES INN 3/ /1 7/ /1 10/ /1 1/ /11 2/01/1 17 20 USERNAME => $USER $REQUEST w 0 W 0 J n LJ BENCHMARKS: Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD- 88 ( NGS NAVD88 ) Pt. 1010 N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 SET MAG NL & FLASH FOR AT 2 3 1 Pt. 5001 "I-10�� LIN N: 1846561 .879 E: 671 6362.1 30 E I evat i on: 1025.534 SETREBAR �W/''AECP LS 4430'' PLUG 30' +/- SLY OF RAILS, 100' +/- W LY OF CHERRY 1 ,2 ,3 Pt. 5002 "R3" LINET N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34 SET REBAR W/''AECP LS 4430'' PLUG 30' +/- S'LY OF RAILS, 300' +/- E'LY OF CHERRY NOTES: (1 ) Th i s LOTB sheet was prepared i n accordance w i th the Ca I trans So i and Rock Logging, C I ass i f i cation and Presentation Manual ( June 2007) . (2) 2.4 11 sump I es were taken us i ng a Ca I i forn i s Mod i f i ed Samp I er. o (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs fa I I i ng a distance of 30'' was used to advance the drive sampler. (4) Conversion factor from 2.4" Modified Ca I i forn i a Ring Sampler b I owcounts to Standard Penetration Test (SPT) b I owcounts is 0.5. +1050 +1040 +1030 +1020 E I . +1017.0 ft +1010 zo +1000 Q LU LU w +990 •:• +970 +960 +950 0 •• R. Zezof f DESIGN OVERSIGHT CD +I F- M +7 N N 00 QO Q Cn A-09-106 Ell 0 A-09-106 EI. +1032.5 ft SILTY SAND (SM): loose to medium dense, dark yellowish brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation 5 Dm@(PA@Well-graded GRAVEL with SILT and SAND (GW -GM): dense brown dry, 49% coarse to fine GRAVEL, 45% coarse to fine SAND, 6% fines, nonplastic, weak cementation Dm Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, of iv -gray, dry little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonpIastic, weak cementat Ion 50/5"11 .41 5 M ZEF /5 2.4 6 OM Terminated at El. 986.6 ft Drilled on 9/23/2009 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Drilling SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) No recovery No recovery 685 6 685 6 Q ON0 7 7 ..• +I 0 �c:> �0-) 00 0 �Q �U0 A-09-108 It DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 584 624 02101112 �oFESS10 REGISTERED CIVIL ENGINEER DATE 1:) e �ql 6 9 0 1 2 3 4 ��� � $ 9 S.PIRATHIVIRAJ 3 4 03/29/11 No. C71662rn 2 PLANS APPROVAL DATE 690 Exp .12/31 /13 8 A-09-002 8 The State of California or its officers or agents �` ' CI VI L shall not be responsible for the accuracy or sq ® A-09-1 0 8 completeness of scanned copies of this plan sheet. T TF OF CALIF" P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 PLAN 1 " = 80' EI. +1056.5 ft Aspha I t SILTY SAND with GRAVEL (SM): dense, yellowish brown, moist, i tt I e f ine GRAVEL, mostlycoarse to f i ne SAND, I i tt I e f Ines, nonplastic, weak cementaf ion [ Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, o I i ve gray to olive -brown, dry, I i tt I e coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonplastic, weak cementation SILTY SAND with GRAVEL (SM): dense, olive -brown, moist, I i tt I e fine GRAVEL, mostly coarse to fine SAND, little fines, --,,,nonplastic, weak cementation Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, 31% coarse to fine GRAVEL, 65% coarse to fine SAND, –\4% fines, nonpIastic, weak cement i on Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense olive -gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonpIastic, weak cementation 18511.41 7 U Poorly graded SAND with GRAVEL (SP): very dense, olive -gray moist, little coarse to fine GRAVEL, mostly coarse to fine Terminated at El. 996.0 ft SAND, trace fines, nonpIastic, weak cementation Drilled on 9/18/2009 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Drilling PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 40' Stationing along '' I-1 0'' Line "I-10" Line STA. 693+73±9 79RT± A-09-002 :8] –\5 Asphalt Concrete SILTY SAND with GRAVEL (SM): very dense o I i ve, moist, little fine GRAVEL, mostly , coarse to fine SAND, I It I e fines, nonpIastic, MD weak cementat I on + 1 0 5 0 Dm(UW@ becomes dense +1040 DmSILTY SAND (SM) : dense, olive -brown , moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementat I on +1030 X8/11 2.4 4U UW OM PA becomes very dense SILTY SANDwith GRAVEL (SM): dense olive -brown, moist, 17% fine --+1020 GRAVEL 60/ to fine SAND, 2�% fines, I i 13811.41 5 coarse nonp ast c, weak 50/3 2. 4 6 , ::. OM UW CR cementation Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, Bulk 7 little coarse to fine GRAVEL, mostly coarse to fine SAND, 6111.4 F- 8 OM trace fines, nonplastic, weak cementation ,'.' +1010 M :.OM UW m ZEF/5 2.4 9 D 50/6 11.4 10 ;:'.OM +1000 0 z w 50/5 F-5711.4112/-.:,: OM +990 ZEF/6 2.4 13 0 w 63 11.4 14 OM Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, +980 o I i ve-brown, dry, little coarse to fine GRAVEL, mostly coarse D_OOO 42 2.4115 M OUW PA DS to fine SAND, trace fines, nonplastic, weak cementation w SANDY lean CLAY (CL): very stiff, dark yellowish brown, moist, PP 38% fine SAND, 62% fines, low plasticity, PP>4.5 tsf 37 1 .4 16 OM PA 45% medium to fine SAND, 55% fines, I ow plasticity +970 150/5"12.4117 `;.: OM SILTY SAND (SM): very dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, I I tt I e fines, nonpIastic, weak X0/11 1.4 18 cementation, with Tense of CLAYEY SAND at top w Poorly graded SAND with GRAVEL (SP): very dense, olive -brown, dry, +960 Q little coarse to fine GRAVEL, mostly coarse to fine SAND, trace C) 17812.4119 ` ` : OM –\f i nes, nonplastic, weak cementation SILTY SAND (SM): dense, o I i ve-brown, moist mostly coarse to fine SAND, little fines, nonplastic, weak cementat i on Terminated at El. 955.0 ft +950 LU Dri l led on 9/17/2009 Hammer Energy Ratio (ER i =75%) o Groundwater not Encountered a - During Drilling LLJ a 0 686+00 688+00 690+00 692+00 DRAWN BY J. Fang R. Jie PREPARED FOR THE STATE OF CALIFORNIA S. Pirathiviraj FIELD INVESTIGATION BY: PROJECT ENGINEER CHECKED BY L. Cheung DATE: 09/17/09 to 09/23/09 DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST 694+00 BRIDGE NO. 54EO102 RETAINING POST MILES 13.2 LOG C DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 F TEST LU WALL 680 BORINGS 1 OF 3Iu Q REVISION DATES SHEET OF z <o o7i�o poi io �i o2ioii12 18 1 20 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) CEMENTATION Description Criteria Weak Crumb I es or breaks w i th hand I i ng or A i tt I e f i nger pressure. Moderate Crumbles or breaks with considerable Rotary drilled boring finger pressure. Strong Will not crumble or break with finger " pressure. BOREHOLE IDENTIFICATION Symbol Hole Type Description s�Ze A Auger Boring s�Ze R Rotary drilled boring Strength (tsf) P Rotary percussion boring (air) " R Rotary drilled diamond core N HD Hand driven (1 -inch soil tube) HA Hand Auger ® D Dynamic Cone Penetration Boring ® CPT Cone Penetration Test (ASTM D 5778-95) r , 0 Other L_J 0.25 to 0.50 Penetrated severa I inches by and kneading to reach the plastic I i m i t. The Note: Size in inches. Top Hole E I . Casing driven — Size of Sampler (inches) SPT N -Value (per ASTM 1586-99), P = push sample, or as noted R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE C_ 0 0 U 0 Hole I.D. o 000 O op0< c 3 'I Description of materia Muw uu --Field & Lab Tests GWS Elev. Date measured Material change Estimated material change Soil/Rock boundary Boring Date Terminated at E I ev Hammer Energy Ratio (ERi) _ ROTARY BORING OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheang CONSISTENCY OF COHESIVE SOILS PLASTICITY OF Unconfined Pocket Description Description Compress i ve Penetrometer Torvane Field Approximation Measurement (tsf ) A 1/8 -inch thread cannot be rolled Strength (tsf) Measurement (tsf) Very Soft < 0.25 < 0.25 < 0.12 Easily penetrated several inches plastic limit. along sleeve friction by fist Soft 0.25 to 0.50 0.25 to 0.50 0.12 to 0.25 Easily penetrated several inches The thread cannot be rero I I ed after reaching the plastic limit. The lump crumbles pressure measured by thumb Medium Stiff 0.50 to 1.0 0.50 to 1.0 0.25 to 0.50 Penetrated severa I inches by and kneading to reach the plastic I i m i t. The thread High thumb with moderate effort formed without crumbling when drier than Readily indented by thumb but Stiff 1 to 2 1 to 2 0.50 to 1.0 penetrated only with great effort Very Stiff 2 to 4 2 to 4 1.0 to 2.0 Readily indented by thumbnail Indented by thumbnail with Hard > 4.0 > 4.0 > 2.0 difficulty F_ 0 0 U 0 Top Hole EI. 00 00 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. drop or as noted) P Date ensured ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: nq/1 7/n01 +n nc)/%-�/n01 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 Top Hole EI. No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 2.2" cone, or as noted) C: 0 4- O U O J Hole I.D. NPC 2 EI 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 585 624 LE02101112 �oFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ 03/29/11l No. C71662 M PLANS APPROVAL DATE � � The State of California or its officers or agents Exp. 12/31/13 shall not be responsible for the accuracy or ST4C I VI L �P completeness of scanned copies of this plan sheet. TF OF CALIV0 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 n 01 C: 0 PLASTICITY OF FINE-GRAINED SOILS Description Cr i ter i a Hole I.D. Nonp I ast i c A 1/8 -inch thread cannot be rolled at any water content. LU The thread can barely be rolled and the lump cannot be formed when drier than the Low plastic limit. along sleeve friction Lj The thread is easy to roll and not much time is required to reach the plastic limit . Medium The thread cannot be rero I I ed after reaching the plastic limit. The lump crumbles pressure measured when drier than the plastic limit. It takes considerable time rolling and kneading to reach the plastic I i m i t. The thread High can be rero I I ed several times after reaching the plastic limit. The lump can be formed without crumbling when drier than the plastic limit . F_ 0 0 U 0 Top Hole EI. 00 00 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. drop or as noted) P Date ensured ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: nq/1 7/n01 +n nc)/%-�/n01 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 Top Hole EI. No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 2.2" cone, or as noted) C: 0 4- O U O J Hole I.D. NPC 2 EI 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 585 624 LE02101112 �oFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ 03/29/11l No. C71662 M PLANS APPROVAL DATE � � The State of California or its officers or agents Exp. 12/31/13 shall not be responsible for the accuracy or ST4C I VI L �P completeness of scanned copies of this plan sheet. TF OF CALIV0 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 n 01 C: 0 I- f% Hole I.D. o Top Hole EI. _ LU 0 J Pressure measured Q_ along sleeve friction Lj element (34.88 int Pressure measured area) divided by on tip element pressure measured (2.33 i n 2 area) on tip element. LU Q EO 6 4 2 0 10 20 30 Friction Ratio (%) Tip Bearing (MPa) 200 0 Boring Date LLJ 0 1 n CONE PENETRATION TEST (CPT) SOUNDING w I - <I lr-,) BRIDGE NO. Li 54EO102 RETAINING WALL 680 V) POST MILES 13.2 LOG OF TEST BORINGS 2 OF 3LU Q REVISION DATES SHEET OF z DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 03M 10 07/ 10 10/ 10 1 / 1 02101112 19 20 � CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) GROUP SYMBOLS AND NAMES Graphic/Symbol Group Names Graphic/Symbol Group Names ® 0® Very loose GRAVEL 0 - 4 Lean CLAY64bWell-graded 5 to GW Little Medium Dense 15 to Lean CLAY with SAND ®®0 Dense Wel 1 -graded GRAVEL with SAND 31 - 50 Lean CLAY with GRAVEL 50 to > 50 CL SANDY lean CLAY o 00 0 o Poorly graded GRAVEL SANDY lean CLAY with GRAVEL 0 00° GP GRAVELLY lean CLAY 0 ° O Poorly graded GRAVEL with SAND GRAVELLY lean CLAY with SAND 0 0 ® ® Well -graded GRAVEL with SILT SILTY CLAY GW -GM SILTY CLAY with SAND ® Wel 1 -graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL ® 0 CL -ML SANDY SILTY CLAY ® ® Wel I - raded GRAVEL with CLAY (or S�LTY CLAY) SANDY SILTY CLAY with GRAVEL ® GW -GC Wel I - raded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY ® (or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND 0 00 & Poorly graded GRAVEL with SILT SILT o c GP -GM SILT with SAND 0 ° Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL ° ML SANDY SILT 00 o Poorlyy ggraded GRAVEL with CLAY (or S JYr CLAY) SANDY SILT with GRAVEL o ° GP -GC Poorly graded GRAVEL with CLAY and GRAVELLY SILT ° ° 0 ° SAND (or SILTY CLAY and SAND) GRAVELLY SILT with SAND ° SILTY GRAVEL ORGANIC lean CLAY GM ORGANIC lean CLAY with SAND o ° ° ° SILTY GRAVEL with SAND ORGANIC lean CLAY with GRAVEL OL SANDY ORGANIC lean CLAY ° CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC GRAVELLY ORGANIC lean CLAY 0 CLAYEY GRAVEL with SAND GRAVELLY ORGANIC lean CLAY with SAND o °ORGANIC � SILTY, CLAYEY GRAVEL SILT GC -GM ORGANIC SILT with SAND O SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° Wel 1 -graded SAND SANDY ORGANIC SILT with GRAVEL o SW GRAVELLY ORGANIC SILT Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND :. Poorly graded SAND Fat CLAY SP Fat CLAY with SAND :. .: Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY ° We I I -graded SAND with SILT SANDY fat CLAY with GRAVEL o SW -SM GRAVELLY fat CLAY Well -graded SAND with SILT and GRAVEL GRAVELLY fat CLAY with SAND Wel I - raded SA D with CLAY Elastic SILT o _ SW SC (or SILTY CLAY Elastic SILT with SAND ° Well - raded SAND with CLA and GRAVEL (or SILTY CLAY and GRAVEL Elastic SILT with GRAVEL °. MH SANDY elastic SILT Poorly graded SAND with SILT SANDY elastic SILT with GRAVEL SP -SM GRAVELLY elastic SILT Poorly graded SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND Poor I yy gqraded SAND with CLAY Jy' ORGANIC fat CLAY SP-SCORGANIC (or S CLAY) fat CLAY with SAND Poor I y graded SAND with CLAY andZ GRAVEL or SILTY CLAY and GRAVEL) ORGANIC fat CLAY with GRAVEL OH SANDY ORGANIC fat CLAY SILTY SAND SANDY ORGANIC fat CLAY with GRAVEL SM GRAVELLY ORGANIC fat CLAY SILTY SAND with GRAVEL GRAVELLY ORGANIC fat CLAY with SAND CLAYEY SAND ORGANIC elastic SILT SC ORGANIC elastic SILT with SAND CLAYEY SAND with GRAVEL ORGANIC elastic SILT with GRAVEL OH SANDY ORGANIC elastic SILT SILTY, CLAYEY SAND SANDY ORGANIC elastic SILT with GRAVEL SC -SM GRAVELLY ORGANIC elastic SILT SILTY, CLAYEY SAND with GRAVEL GRAVELLY ORGANIC elastic SILT with SAND ORGANIC SOIL PT PEAT ORGANIC SOIL with SAND ORGANIC SOIL with GRAVEL ' OL /OH SANDY ORGANIC SOIL 0.. . COBBLES SANDY ORGANIC SOIL with GRAVEL D: COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheung R. J ie FIELD INVESTIGATION BY: DATE: Oil/17/O01 +n n01/%-�/n01 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 FIELD AND LABORATORY TESTING C Conso I i dat i on ( ASTM D 24 35 ) CL Col lapse Potential ( ASTM D 5333 ) CP Compaction Curve ( CTM 21 6 ) CR Corros i v i ty Testing (CTM 643, CTM 422, CTM 417) CU Conso I i dated Undra I ned Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) M Moisture Content ( ASTM D 221 6 ) OC Organic Content- % ( ASTM D 2974 ) P Permeability (CTM 220) SParticle Size Analysis (ASTM D 422) PI Plasticity Index (AASHTO T 90) Liquid Limit (AASHTO T 89) PL Point Load Index (ASTM D 5731 PM Pressure Meter PP Pocket Penetrometer R R -Value ( CTM 301 ) SE Sand Equivalent ( CTM 21 7 ) (SG Specific Gravity (AASHTO T 1 00) SL Shrinkage Limit (ASTM D 427) SW Swell Potential (ASTM D 4546) TV Pocket Torvane Unconf I ned Compress i on -So i UC (ASTM D 2166) Unconfined Compress i on -Rock (ASTM D 2938) UU Unconso I I dated Undra i ned Triaxial (ASTM D 2850) UW Unit Weight (ASTM D 4767) VS Vane Shear (AASHTO T 223) PREPARED FOR THE STATE OF CALIFORNIA I s. PirathIvIraj PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION I I I I UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 586 624 02101112 �oFEssjo REGISTERED CIVIL ENGINEER DATE �o e �ql S. PIRATHIVIRAJ z 03/29/11No. C71662 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. 12/31/13 shall not be responsible for the accuracy or STa CIVIL �P completeness of scanned copies of this plan sheet. TF of CALIFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 APPARENT DENSITY OF COHESIONLESS SOILS Description Dry SPT N 60 (B I ows / 12 1 nches ) Very loose Moist 0 - 4 Loose 5 to 5 -10 Little Medium Dense 15 to 11 - 30 Dense 30 to 31 - 50 Very Dense 50 to > 50 MOISTURE Description Criteria Dry Absence of moisture, dusty, dry to the Criteria touch Moist Damp but no visible water Wet Visible free water, usually soil is 5 to below water table PERCENT OR PROPORTION OF SOILS Description > 1211 Criteria Trace Particles are present be less than 5% but estimated to Few Fine 5 to 10% Little No. 10 to No. 4 15 to 25% Some No. 200 to No. 40 30 to 45% Mostly 50 to 100% PARTICLE SIZE Description Size Bou I der > 1211 Cobble 31I to 12" Grave I Coarse 3/4" to 3" Fine No. 4 to 3/4'' Sand Coarse No. 10 to No. 4 Med i um No. 40 to No. 10 Fine No. 200 to No. 40 BRIDGE NO. 54EO102 RETAINING WALL 680 POST MILES 13.2 LOG OF TEST BORINGS 3 OF REVISION DATES SHEET DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 03/ 10 07/ 10 10/ 10 1/7,11 / 11 02101112 1 1 1 1 1 20 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J w w Q 0 EO 0 LU I- 0 a - LU a 0 CL w V) 3 w Q OF z 20 w Cherry Avenue OC 74.�'-8" Datum E I ev 1010.00 F=====_______ F G 10+00 11+00 1 2+00 13+00 14+00 15+00 16+00 17+00 STANDARD PLANS (DATED MAY 2006) A10A ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) A10B ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2) A10C SYMBOLS (SHEET 1 OF 2) A10D SYMBOLS (SHEET 2 OF 2) A62B LIMITS OF PAYMENT FOR EXCAVATION AND NO. BACKFILL BRIDGE SURCHARGE AND WALL RSP A76A CONCRETE BARRIER TYPE 60 BO -1 BRIDGE DETAILS BO -3 BRIDGE DETAILS B3-1 RETAINING WALL TYPE 1 1 H=4' THROUGH 30' B3-8 RETAINING WALL DETAILS NO. 1 B3-9 RETAINING WALL DETAILS No. 2 B1 1 -47 CABLE RAILING B11-56 CONCRETE BARRIER TYPE 736 PLAN SYMBOLS Section Ident i f !cation Standard Plan (May 2006) Sheet No. Deta i I No EC Sta 10+49045 "RW690E" LOL Sta 695+67003 "R5" Line 33059 RT BC Sta 10+40002 "RW690E" LOL= Sta 695+57.90 R5 Line 35058 RT N880 21 '1 9''E Cherry Avenue OC Abut 1 --- -------1 0+00 Begin Wa I I ----------- --° Sta 10+00.00 "RW690E" LOL= Sta 695+17.89 R5 Line 34062 RT 695+00 S64025/54E DEVELOPED ELEVATION (MIRRORED) 1 "=4 0'- 0" INDEX TO RETAINING WALL PLANS SHEET NO. 20 30 40 50 60 70 80 90 100 110 120 130 140 150 TITLE GENERAL PLAN R 0 RETAINING WALL PLAN NO. 1 RETAINING WALL PLAN NO. 2 RETAINING WALL PLAN NO. 3 RETAINING WALL PLAN NO. 4 RETAINING WALL PLAN NO. 5 ARCHITECTUAL DETAILS NO. 1 ARCHITECTUAL DETAILS NO. 2 ARCHITECTUAL DETAILS NO. 3 ARCHITECTUAL DETAILS NO. 4 MISCELLANEOUS DETAILS The State of California or its officers or agents Exp. CIVIL LOG OF TEST BORINGS NO. 1 OF 4 LOG OF TEST BORINGS NO. 2 OF 4 LOG OF TEST BORINGS NO. 3 OF 4 LOG OF TEST BORINGS NO. 4 OF 4 CURVE DATA No. R 0 T L O 20000 27000'54" 4080 9043 O2 20000 26°2653" 4070 9023 3O 4935000 03°11'03" 137029 274050 ® 7994052 00007'31" 8074 17047 O5 8000000 01012/34 11 84044 168.88 BC Sta 10+55059 "RW690E" LOL / Sta 695+72.55 "R5" Line 30091 RT PRC Sta 10+64.82 ''RW690E" LOL= 'Sta 695+81 .48 "R5" Line 28091 RT _0 !� +00 TT •. • •.- • - "RW690E" LOL 13+00 Toe, of slop RW LOL� Top of Architectural Wa I I treatment 01 Concrete Barrier = Type 60D, see U c ''ROAD PLANS" 0, .L .- C: C) U) > o - FG B11-56 Concrete Barrier Type 736A End Wa I I Roadway section, see "ROAD PLANS" Weep ho I e and BO -3 pervious 3-1 backf i Retaining Wall Type 1 (B3-1 TYPICAL SECTION 1/411=1 /-011 Sta 17+26.21 to Sta 17+43.69 "RW690E" LOL Note: For Typical Section from Sta 17+10.81 to Sta 17+26.21 "RW690E" LOL, see "MISCELLANEOUS DETAILS" sheet EC Sta 13+39033 "RW690E'' LOL= Sta 698+55091 R5 Line 24.20 RT 14+00 S87041/34E 15+00 N89° 43'49''E 696+00 697+00 698+00 699+00 700+00 End Wa I I = EC Sta 17+43.69 "RW690E" LOL= Sta 702+60.00 "R5" Line 5048 RT BC Sta 17+26.21 "RW690E" LOL= Sta 702+42051 R5 Line 5048 RT "R5" Line BC Sta 700+96078 "R5" Line PLAN 1 11 =40/-011 BY DESIGN Tim Fuller DESIGN OVERSIGHT DETAILS BY Yihong Wan QUANTITIES BY SIGN OFF DATE Tim Fuller DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) CHECKED Pete Smith CHECKED BY Pete Smith LAYOUT Y i hong Wan( CHEED BY Carol i na Lopez -Toro SPECIFICATIONS Jim Rucker 16+00 5 11 17+00 701 +00 702+00 EC Sta 702+65066 "R5" Line DIST PREPARED FOR THE ROUTE POST MILES CHECKED STATE OF CALIFORNIA Brett Makley Tim Ful ler TOTAL PROJECT PROJECT ENGINEER PLANS AND SPECS COMPARED Jeremy LaHaye DEPARTMENT OF TRANSPORTATION 10 12.3/14.1 ORIGINAL SCALE IN INCHES 624 UNIT: 2232 FOR REDUCED PLANS o 1 2 3 PROJECT NUMBER & PHASE: 08000007441 Brett Makley Z FILE _> REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL 1,615 CY 2,473 TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 587 624 D ' LF l 02/01/12 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. OF CALZFa�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Cable Rai I i ng (B11-47 For Arad i ng, RW LOL see 'ROAD PLANS" Top of Wa I I FG \atter qo Arch i tectura treatment c Concrete Barrier L Type 60D, see aco ROAD PLANS > aD o c FG 3-9Retaining wall gutter --Weep hole and pervious backf i 1 O -3B 3-1 Retaining Wall Type 1 B3-1 TYPICAL SECTION 1/411=1 /-011 Sta 10+00000 to Sta 17+10081 "RW690E" LOL QUANTITIES STRUCTURE EXCAVATION (RETAINING WALL) STRUCTURE BACKFILL (RETAINING WALL) PERVIOUS BACKFILL MATERIAL (RETAINING WALL) STRUCTURAL CONCRETE, RETAINING WALL ARCHITECTURAL TREATMENT (TYPE B) ARCHITECTURAL TREATMENT (TYPE C) BAR REINFORCING STEEL (RETAINING WALL) PREPARE AND STAIN CONCRETE MINOR CONCRETE (GUTTER) �- CABLE RAILING CONCRETE BARRIER (TYPE 736A) BRIDGE NO. 54EO1 01 POST MILES 13.2 6,490 CY 4,653 CY 398 CY 1,615 CY 2,473 SF 89091 SF 2159155 LB 115,1130 SF 24 CY 711 LF 33 LF w RETAINING WALL 6 9 0 E CONTRACT NO.: 08-468004 GENERAL PLAN w Q DISREGARD PRINTS BEARING REVISION DATEM110 SHEET OF z � EARLIER REVISION DATES 10/ 10 01/ /11 102101112 1 1 15 Cherry Avenue OC Abut 1 footing ------------------- -----� 10+00 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Begin Wal Sta 10+01 DEVELOPED ELEVATION (MIRRORED) " P"v'G9 3-1 I/8=1 ,_0.. 1055 Top of s I ope DESIGN DETAILS QUANTITIES "RW690E" LOL 1035 1040 11+00 Toe of slope 4 -.1 or f I atter PLAN %811=1 ,_0.. BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA BY CHECKED DEPARTMENT OF TRANSPORTATION Tim Fuller Caro I i na Lopez -Toro ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 RW footing, Typ j Brett Mak I ey PROJECT ENGINEER UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST —47 X01 U ,o DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 588 624 D 02/01 /12 RE RED CIVIL ENGINEER DATE Q�OFESSION�` IST Brett Makley Z 03/29/11 rn � No. C66397 PLANS APPROVAL DATE The State of California or its officers or agentsExp. shall not be responsible for the accuracy or 4>1 CIVIL tiP completeness of electronic copies of this plan sheet, TF OF CALIFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 2'-0" Typ 0 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits i n addition to (A6213 LEGEND Structure Excavation (Retaining Wal I ) Structure Backf i (Retaining Wal 1 ) BRIDGE NO. 54E0101 RETAINING WALL 690E POST MILES 13.2 RETAINING WALL PLAN NO. 1 REVISION DATES SHEET OF DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10- 10/ 10 091/201 02/01/12 07/ 10 1 2 1 15 n, w V) I I W Q I I I I— A n i /SII n A/ /SII A n i /1II A n i /SII n A/ /1II n om/ r,II N DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Ln L� + N C J � IU - 1 050 Top of slope I_ 12+00 13+00 DEVELOPED ELEVATION (MIRRORED) %8••=1 ,_0.. DESIGN DETAILS QUANTITIES PLAN I/811=1 ,_0.. BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA BY CHECKED DEPARTMENT OF TRANSPORTATION Tim Fuller Carol i na Lopez -Toro ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 1045 Brett Mak I ey PROJECT ENGINEER UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 589 624 D l ' 02/01/12 �pFESSIO RE(GIST)ERED CIVIL ENGINEER DATE Q Nq 03/29/11 Brett Makley Z w C66397 m PLANS APPROVAL DATE 0� No. The State of California or its officers or agents Exp. shall not be responsible for the accuracy or ST q CIVIL 1 completeness of electronic copies of this plan sheet. T, of CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Concrete Barrier Type 60D, see ''ROAD PLANS'' BRIDGE NO. 54E0101 RETAINING WALL 690E POST MILES 13.2 RETAINING WALL PLAN NO. REVISION DATES SHEET DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES 00- 10� 10 01/ /11 02/01/12 1 07//10 3 I I I I — A n/ /N I I it n/ /N I I it n/ /1 I I A C) / /1 1 1 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) U U I U 11 1 C I C V I U I V u V V I I 14+00 DEVELOPED ELEVATION (MIRRORED) /8=1 /_0.. I - 1035 4-'1 or flatter "RW690E" LOL Toe of slope Top of s I ope RW footing, Typ IO ' O I � IO I I PLAN 11- /_0.. DESIGN DETAILS QUANTITIES BY Tim Fuller BY Y i hong Wan BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE Brett Mak I ey CHECKED Pete Smith STATE OF CALIFORNIA PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST J DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 590 624 D ' l 02/01/12 �pFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq<' Brett Makley Z 03/29/11 w No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents 41 Exp. V I L CIVIL S 1 shall not be responsible for the accuracy or q T TF completeness of electronic copies of this plan sheet. OF CALIF00P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 BRIDGE NO. 54E0101 RETAINING WALL 690E POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 1 10� 10 1 01/ /11 02/01/12 1 07/ /10 4 II I I — it n/ nII it n/ /NII i in/-nII DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) L I G V I V L 1 o I I Datum E I ev 1010.00 15+00 16+00 DEVELOPED ELEVATION (MIRRORED) I/8II=1 ,_011 1030 I 1035 11RW690E11 LOL RW footing,Typ 7 15+00 4: 1 P/r- I f la 1 tter Top, of slope `Tod of, slope DESIGN DETAILS QUANTITIES BY Tim Fuller BY Y i hong Wan BY Tim Fuller 16+00 PLAN- 1/8 LAN I/811=1 /_o11 CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 591 624 D ' l 02/01/12 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq<' Brett Makley Z 03/29/11 w No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. V I L CIVIL S 1 shall not be responsible for the accuracy or q T TF completeness of electronic copies of this plan sheet, OF CALIF00P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 BRIDGE NO. 54E0101 RETAINING WALL 690E POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 1 10,/0 10 I 01/ /11 02/01/12 1 07/ /10 5 w I I 0 w 0 w a - w I I I I . 1 -1 nn/ /SII Af-/ f-\11 7n/ .1 /\I/ II V VVI IV I V I V LJV I II `J 75 Type 60D, see ��ROAD PLANS" Datum E I ev 1010.00 17+00 DEVELOPED ELEVATION (MIRRORED) 10 3 1 I RW footing, Typ o' �I rn + N2 c9 � I I C i 1 J I c, UI I DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) %8••=1 ,_0.. i — 1 030 ------ Begin Begin modified Type 1 wa I I Sta 17+10081 RW690E LOL ''RW690E'' LOL DESIGN DETAILS QUANTITIES 1 7+nn PLAN - V8 11=1 /-oil End mod i f i ed Type 1 wa I Sta 17+26.21 RW690E LOL End Wa Sta 17+4T_. Note: For modified Type 1 wa I I details, see ''MISCELLANEOUS DETAILS" sheet BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA BY CHECKED DEPARTMENT OF TRANSPORTATION Tim Fuller Carol i na Lopez -Toro ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 Brett Mak I ey PROJECT ENGINEER UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 592 624 D l ' 02/01/12 �OFESSIO RE(GIST)ERED CIVIL ENGINEER DATE Q Nq 03/29/11 Brett Makley Z PLANS APPROVAL DATE � No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or ST q CIVIL 1 completeness of electronic copies of this plan sheet. T, of CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 BRIDGE NO. 54E0101 RETAINING WALL 690E POST MILES 13.2 RETAINING WALL PLAN NO. 5 REVISION DATES SHEET OF DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES No 10/ 10 0,1/a/11 02/01/12 joyDT160 1 6 1 15 w II 0 W 0 J a - W n, w V) I I W Q C he ry Avenue OC Limits of payment for Prepare and Stain Concrete 112'-10'' Limits of payment for Architectural Treatment (Type B) (Measured along ''RW690E'' LOL) 590'-0'' Limits of payment for Architectural Treatment (Type C) MINN • own no • •• to • •• Abutment Match groove lines to Abutment 11+00 12+00 13+00 14+00 15+00 16+00 ARCHITECTURAL TREATMENT KEYMAP DEVELOPED ELEVATION (MIRRORED) 1 11=30'-0•• Custom A Motif A Motif B 112' -loll 17+00 Motif A DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 593 624 D ' l 02/01/12 FZpFESSIO RE ST IRED CIVIL ENGINEER DATE �o Q Nq< Brett Makley Z 03/29/11 � No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet, OF CALZFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 10+00 Motif A Mnt i f R 11+00 DEVELOPED ELEVATION (MIRRORED) Mnt i f r 1 "=1 0/-o 11 Motif A Motif R 12+00 Mnt i f A Mnt i f R Barrier ), see "ROAD PLANS" O O O Ln + N C C- 0 4 - i i v i Datum E I ev 1010.00 I 13+00 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DEVELOPED ELEVATION (MIRRORED) DESIGN DETAILS QUANTITIES 1 "=1 0'- 0" BY Tim Fuller BY Y i hong Wan BY Tim Fuller Concrete Barrier Type 60D, see ''ROAD PLANS' 14+00 NOTES: 15+00 1 o For "MOTIF ELEVATION", see "ARCHITECTUAL DETAILS NO. 3" sheet. 20 For ''SECTION A -A'', ''SECTION B -B'' AND ''SECTION C -C'', see "ARCHITECTUAL DETAILS NO. 4" sheet. 3. For "DETAIL 2", see "ARCHITECTUAL DETAILS NO. 4" sheet. CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54E0101 RETAINING POST MILES 1302 ARCHITECTUAL CONTRACT NO.: 08-468004 WALL 690E DETAILS NO. 1 REVISION DATES SHEET DISREGARD PRINTS BEARING EARLIER REVISION DATES 0- 10/ 10 01/ /11 02/01/12 107,01 '10 7 OF 15 i� w Q -69 0 I I 0 W 0 w Q 0 n, w V) I I W Q Motif B Top revea Motif A Top of IN Abbreviated Motif B 35'-0" Motif A & B Insertion Point 3 Elev 1031 01 7 Fluted Fin Texture only 99' -oil Concrete Barrier Type 60D, see "ROAD Pi wN ll Fluted Fin Texture, 0 TyP 0 0 0 0 + -- --- --------------- - Ln ---- ----------- -- ----- - ---------- -- 0 0 ----- -------------------------------------------------------------- -------------- ----- ----------------- --------------------- ---------------------------------------------------------------- c------------ FG U, 4- 0 i Datum E I ev 1010.00 1 5+00 16+00 17+00 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DEVELOPED ELEVATION (MIRRORED) DESIGN DETAILS QUANTITIES 1 "=1 0'-0'I BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA BY CHECKED DEPARTMENT OF TRANSPORTATION Tim Fuller Carol i na Lopez -Toro ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 Brett Mak I ey PROJECT ENGINEER UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 594 624 D l ' 02/01/12 ES SIO RE(GIST)ERED CIVIL ENGINEER DATE Q Nq 03/29/11 Brett Makley Z PLANS APPROVAL DATE � No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet, ST TF of CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 BRIDGE NO. 54E0101 RETAINING WALL 690E POST MILES ARCHITECTUAL DETAILS NO. 2 13.2 OF DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10/ 10 01/ /11 02/01/12 07/ /10 8 1 5 i� n, w V) I I W Q Motif A 4 8' - 0" a C_ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3 -0II 9 Typ = cn I I I I I I I I I I I I I I I I Grid Spacing sL I I I I I I I I 0 I I I I I I I I A - r- - - - t - - - -_T - - ------ - - - - -- --------rt---------I-----r----r----rt---------1-----r-- - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I B I I I I I I I I I I I I I I I I I I I I I I I I I I + I I I I Motif B 48/-011 3/-0" Typ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 �, a _ (n I�+ I I I I I I I I I I I I I I o Grid Spacing I I I I I I I I M .L I I I I I I I I 0 I I I I I I I I I I I I I I I I I---- ------------------- ---- ------------------------ ---- ---------I-----�- A Insertion -- I I I I I I I I I I I I Point 3 I I I I I I I I I I I I I I I B - ,-- - -- ---------,-----,------- - - - - -----------------,-----,---------------- -,--- - I I I I I I I I I I I I I I I I I I I I I I + I I I I I I I I I I I I I I --------- - --- 4--I-----i-----�-- -- --- --- C Insertion -r----*---- ---- ----- -----rt----�- -- - ---- --- - --------- C I I I + +I + I I I I I + I I I II I II + I I I + + Point I I 3 1 1 I I I Fluted Fin Insertion Point 2 Texture, Typ TYPICAL MOTIF A ELEVATION 3/611 11_1 /_011 dM • 11111111111111102 II I I I I D I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -- - - ----I I ---�-- E I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -�---1----1-----I-----I-----L----L----1-----1-----1-----L----L--- 1----J-----1-----1--- ------- F I I I I l I I I I I I I Insertion Point 2 TYPICAL MOTIF B ELEVATION 3/611=1 /_011 Fluted F i n Texture, Typ Match 3/-011, Typ 112/-1011 groove i nes to Grid Spacing °- c Abutment 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 ~ 0 I I I I I I I I I I I I I I I I I I I - --------------------- ---1----1----J-----1-----1--- -� ---- ----- ----�- +---� I I I I + I I I I I I I I i I I I I I D POST MILES TOTAL PROJECT I I I I I I I I I I I I I I I I I I I I I I I----------------�---------1-----�--- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E 08 I I I I I I I I I I I I I I I I '----' ---- 1---- ' - - - -' ----' - - - -' - '-----'-----' ----' ----'---------'---- F Fluted Fin Insertion Point 2 Texture, Typ TYPICAL MOTIF A ELEVATION 3/611 11_1 /_011 dM • 11111111111111102 II I I I I D I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -- - - ----I I ---�-- E I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -�---1----1-----I-----I-----L----L----1-----1-----1-----L----L--- 1----J-----1-----1--- ------- F I I I I l I I I I I I I Insertion Point 2 TYPICAL MOTIF B ELEVATION 3/611=1 /_011 Fluted F i n Texture, Typ Match 3/-011, Typ 112/-1011 groove i nes to Grid Spacing °- c Abutment 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 ~ 0 I COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 595 624 D 02/01 /12 RE IST RED CIVIL ENGINEER DATE Q�OFESSION�C Brett Makley a 03/29/11W No. C66397rn rn PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or 4>1 TF tiP completeness of electronic copies of this plan sheet, OF CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 U) "---1 0 I I I I I I I I I I I I I I I I I I I M L 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -------I---.21----'-----'-----1----------'----'---------------'-----=---- ----------'-----'---------- -----'-----'---------------'-----'---------------'-----'---- ----------'----------'----'-----'---------------=----'-- -- -A I I I I I I I I I I I I I I I I I I I I I I I I ---- - - - - - - --- - - - - - - - - --- --------7----,-----I-----r ------ - - B + / �-----I-----r----r----T----,-----1-------------�1-----I---------�----,-----I-----7----,---------r---- I I rTT r I I I I I T I r I T I I 1-----r I I I 1----- T----� I I ' I I I I I I I I I I I I I I I I ' + I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -----/---____ -- -- --I---------+----+----1---------------f-----+--------------I-----i-----+-------------I-----F----+--------1--------------t----t----1----------F----t----+----1-----I---------- - --- +- - - -� -- - - - - - -- C + I I I I I I I I I I I I I I I I -- , +1 + I + I I I I I I I I I I I I I I - 1 - +I - --1------------�-- I I I I I ------- -- -- ---- --------1---------+-------------1----------------------1----------------------1-------------+---------1-----1-------------�-- I I I I I I I I I I I - - - - - -- D / I + I I + I I I I I I I I I I I I I + 1+ I I I I I I I I I I I I I I I I I + I I I I I I I I I I I I --1------�__ --J --- -----L -- L ----1----J-----1---- ---- ---- ---- ------ -- ----1----J----- -- - 1----1----J-----1-----L ---- L ----1----J ----- 1-----L ---- L----1 ---- J ----- I ----- I ----- L----1----1-- ------- E / + I I I I I I I + I I+ I I I I I I I +I I I I I I I I I I I / + I I I I I +I I I I I -_r-___ I + I I I I + I I I I I I + I I + I I I I I I I + I I I I 1 I I I I I I I I I -J_____-L__J y ---T - ---- -1----- ---- - --�- --�-- --------------1---- -i---1 --------- ---- ----1-----1----- ---- - -----+ ----- - ---- --- -----1-- ----------- ---------1----- ------------ -- - - - - - --F +-� / / , + I I I I I I I I I I I I I I I I I+ I I I + I + I I I I I I I I I I + + I I 1 I I+ 1 1 1 + 1 1 1 1 I I ------L-=�=y -- - I+ ---1---- r----r I ---T--- I I I I + I ,-----1---1-----T----T----7-----1-------T--- -- I --, ---I-----r-- --- -- ----r - I ---- I + I --------- ----- I I ----r----T- I I I I ------1J----1-----T---- I -- ------- G + + +/ I I I+ I I I I I I I I I + + I + I I I I + I ' + I I I I I I+ I I I I + I I I I I + I + I I I I I I I I I I + I I -------I--- -r----t ---t--- 1-----I- -------t--------------I-----i----t--------1-----I-----r----t----fi----1----------r--- ----t---- -- ----- ----t---- -- + - - - - -I----- - ----t----1-- - - - - - -- H + I I I I I I I I I +/ , +/ I + I I I I I I I I I I I I I I I I I + I I I 1 I 1 1 I 1 1 1 1 I I I 1 ---/--- - A - - - - -I- - - - -- - - -- + - - - -+-- -----1---------4-----+------------------------4-----4--- ---------4-----4-----4-----I-----k---- 4-- - - - - - -- I i / /+ + I I I I I I I I I I I I I I I I ?'_-�-_ I I I I I I I I I I I I I I I + I I I / +/ / + / I + I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --/--L/ _ / � --� / -7 Tr - -J± - - - -I- - -- ----L----1----J-----1-----1-----L----1----J-----1-----1-----L----1----1----J-----1-----L----1----1----J-----1-----L-- -L----1----J-----1-----L----L----1----J-----1-----1-----L- J / / + I I I I I I IF --------- ----7-----1-----1-----t- -- I I I I I I I I I / --- - rt----11-----1-----r----r----T----,-----1-----r----r----T----, I t -----t - - ---- -- -- - - - -- -I-----I ----- +-- -- -t - - - - - I t---- -----I----------r----t----�-- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I --------1-----1----- -------------1-----1-----� ---- ---------1-----1-----� - - - - ---- -----1-----1----- _ I I 1 I I I I I I I V Insertion Point 1 DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) CUSTOM A ELEVATION DESIGN DETAILS QUANTITIES 3/611=1 /_011 BY Tim Fuller BY Yihong Wan BY Tim Fuller Fluted Fin Texture, Typ CHECKED Pete Smith PREPARED FOR THE Brett Mak I ey CHECKED Pete Smith STATE OF CALIFORNIA PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 595 624 D 02/01 /12 RE IST RED CIVIL ENGINEER DATE Q�OFESSION�C Brett Makley Z 03/29/11W No. C66397rn rn PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or 4>1 TF tiP completeness of electronic copies of this plan sheet, OF CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 3,_011, Typ 1 2 Grid Spacing I I I I I I I Motif C 0, 24,_011 a .c 0 4 5 6 7 8 I I 0 I I I I I I CD I I M I I -----1-----'-----'----------- -- A - I I I I I I I I I I I I I I I I I B I I + I I I I I I I I I I I I I I I C I I I I I I I I I I I I + I I I I I I I I I I + I D I I I I I I I I I I I I I I I I I -L---1----1----J-----I--- L- L----1-- ------- E I I I I I I � Insertion Point 2 Fluted Fin Texture, Typ MOTIF C ELEVATION 3/611_1 /_011 NOTE: 1. Fluted Fin Texture not shown for clarity. LEGEND 1 N - Indicates Vertical Grid Line - Indicates Horizontal Grid Line - Indicates 3" raised relief BRIDGE NO. 54E0101 RETAINING WALL 690E POST MILES ARCHITECTUAL DETAILS NO. 3 13.2 OF DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10/ 10 01/ /11 02/01/12 07/ 10 9 1 5 w ff� n I I 0 w O J w w n, w V) I I w Q z rz i FG ring=a SECTION A -A %11=1 /_O.. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) I U LEGEND NOTES: + - Indicates 3" raised relief 1 P mi ss i b l e I ocat ion of weakened p l ane and expansion joints. 2. Unless noted otherwise, slope perpendicuIar surfaces of architectural treatment 100 max to facilitate form I i ner removal. SECTION B -B SECTION C -C DESIGN DETAILS QUANTITIES BY Tim Fuller BY Yihong Wan BY Tim Fuller %rr=1 /_O.. CHECKED Pete Smith PREPARED FOR THE Brett Mak I ey CHECKED Pete Smith STATE OF CALIFORNIA PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro xposed surface of ;rete barrier (where occurs). face of wa I I sho I I extend to ter. Do not paint gutter. 1 " chamfer Typ QC ORIGINAL SCALE IN INCHES I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DETAIL 1 1 Y2rr=1 /-0il il I LOL Wa Reinf DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 596 624 D 02/01 /12 IST RE RED CIVIL ENGINEER DATE Q�OFESSION�C Brett Makley Z 03/29/11J No. C66397rn PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or 4>1 TF tiP completeness of electronic copies of this plan sheet, OF CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 I/4" chamfer, Typ Typical for acute corners DETAIL 2 1 11 =1 / -Orr C Fluted Fin valley, Note 1 N Iri SAMPLE FLUTED FIN TEXTURE ELEVATION (MIRRORED) 3 1 = 1 /-Orr C Fluted 1 I/2rr 9 Typ -N � Fin va I ley, 4 Note 1 RW LOL ----- -- ---- �E 1 I/2r9 Typ Wall Reinf SECTION D -D BRIDGE NO. 54E0101 RETAINING WALL 690E POST MILES ARCHITECTUAL DETAILS NO. 4 13.2 OF DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 1 1 0,1A 10 01/ /11 02/01/12 1 07/ 10 10 1 5 J Q -69 0 I I 0 W 0 J a_ w Q 0 n, w V) I I W Q See Note A See Note B Finished arade Backface of Retaining Wall Detail ''A'' Geocompos i to Drain Deta i I "B" WALL SECTION Filter Fabris wrap around DETAIL "A" DESIGN OVERSIGHT 4" 0 drain 3'' Uns I otted Plastic Pipe 3" mina SECTION A -A 10 mil Polyethylene sheet Bond 6'' to wa I I. Cut hole for 3'' pipe d` °d o, Level or sloped toward wall o � Cement Treated 1 -0" Permeable Base Cap -typo See Note B 3'' Slotted Plastic Pipe. See Note B Tee Connection Wal I Re Bond to Geocompos i to E. A Drain I= DETAIL "g•• WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale ALTERNATIVE TO BRIDGE DETAIL (BO -3 3- NOTF S A. 4'' 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls). For wa I Is adjacent to s i dewa I ks or curbs, provide 4" cast iron or asbestos cement pipe under the sidewalk to discharge through curb face Exposed wa I I dra i ns sha I I be I ocated 3'± above f i n i shed grade B. Geocompos i to drain, cement treated permeable base, and 3'' 0 s I otted plastic pipe continuous behind reta i n i n.9 wa I I . Cap ends of pipe. Provide ''Tee'' connection at each 4 ' 0 drain. C. Connect the low end of plastic pipe to the main outlet pipe as applicable. SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) SECTION B -B �411=1 /-0il Limits of Standard Type 1 Wal Limits of Cable Railing rB-3 Wa I I Expans i on 3-4 Joint Type 1 Wall Re i nforcement, C TyP ----------------- C Concrete Barrier Type 736B, see ''ROAD PLANS" M #5 -I @, 16 Ln oncrete Barrier ype 736A #5 Vertical back face 0 0 D �1 ,N 32 Barrier LOL Varies 1.7 SECTION C -C Y411=1 /-0.. Note: Not a I I reinforcement shown for clarity. For reinforcement not shown and footing dimensions see (1andfor Design H = 8' B3-1 (B'1' 1-56 Limits Of Modified Type 1 Wall Limits of C,oncre earr i e Yr Fype N88044'48''E Barrier LOL o - 0 #5 'N ,' @, 32 B MODIFIED TYPE 1 WALL PLAN Y411=1 /-0il DESIGN BY Tim Fuller COUNTY CHECKED Pete Smith PREPARED FOR THE SHEET No TOTAL SHEETS 08 SBd CHECKED STATE OF C Brett Mak ley DETAILS BY ' Y i hong Wang Pete Smith cHCarolina Lopez -Toro DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER QUANTITIES BY Tim Fuller ORIGINAL SCALE IN INCHES Barrier UNIT: 2232 3 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 9PLANS'' PLANS APPROVAL DATE °G X FILE _> REQUEST 1 . Foot i ng not shown for c I air i ty. 2. Not a I I reinforcement shown for clarity. For reinforcement not shown seeB3-1 3. For Concrete Barrier Type 736A to Concrete Barrier Type 736B transition detail, see B1 1-56 4. Modify Type 736B footing to f it. Continue standard re i of wall front face ''RW690E'' LOL 3/_0" Limits of JTanacral Type 1 allI Type 1 Wa I I Reinforcement Typ o- BRIDGE NO. 54E0101 RETAINING WALL 6 9 0 E POST MILES I 13.2 MISCELLANEOUS DETAILSLLJ Q REVISION DATES SHEET OFLi z DISREGARD PRINTS BEARING Li CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 10/ 10 01/ /11 02/01/12 07/ /10 1 1 15 � DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No TOTAL SHEETS 08 SBd 10 12.3/14.1 597 624 ' l 02/01/12 ES SIO RE o IST RED CIVIL ENGINEER DATE �Q Nq<' < c Barrier Brett Mak I ey Z 3 03/29/11 w No. C66397 m 9PLANS'' PLANS APPROVAL DATE °G X The State of California or its officers or agents it Exp. CIVIL a y section shall not be responsible for the accuracy or q P ST rF 1 OF I I ROAD PLANS completeness of electronic copies of this plan sheet. CALZFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 1 . Foot i ng not shown for c I air i ty. 2. Not a I I reinforcement shown for clarity. For reinforcement not shown seeB3-1 3. For Concrete Barrier Type 736A to Concrete Barrier Type 736B transition detail, see B1 1-56 4. Modify Type 736B footing to f it. Continue standard re i of wall front face ''RW690E'' LOL 3/_0" Limits of JTanacral Type 1 allI Type 1 Wa I I Reinforcement Typ o- BRIDGE NO. 54E0101 RETAINING WALL 6 9 0 E POST MILES I 13.2 MISCELLANEOUS DETAILSLLJ Q REVISION DATES SHEET OFLi z DISREGARD PRINTS BEARING Li CONTRACT NO.: 08-468004 EARLIER REVISION DATES � 10/ 10 01/ /11 02/01/12 07/ /10 1 1 15 � BENCHMARKS POST MILES No SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT SHEETS Horizontal coordinates are CCS NAD -83 (NSRS2007) 08 SBd 10 12.3/14.1 598 624 Vertical control based on NAVD- 88 ( NGS NAVD88) N Pt. 1010 N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 02/01 /1 2 �OFESSIO SET MAG NL & FLASH FOR AT REGISTERED CIVIL ENGINEER DATE �o Q �4 Pt. 5001 A-09-127 N: 1846561 .879 E: 671 6362.1 30 Elevation: 1 025.534 700 1 2 3 S.PIRATHIVIRAJ z SET REBAR W/'AECP LS 4430'' PLUG 30' +/- SLY OF RAILS 100' +/- W'LY OF CHERRY 9 7 8 8" 9 03/29/11 662 m Pt . 5002 695 6 - 11 1 0" LINE PLANS APPROVAL DATE C No. -C71/31 N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34 SET REBAR W/'AECP LS 4430'' PLUG 30'+/- SLY OF RAILS 300'+/- ELY OF CHERRY ''R5'' RW 690E EXP, 12/31/13 The State of California or its officers or agents sT CIVIL LINE shall not be responsible for the accuracy or aT P F OF NOTES: 8�� 8�I 2 3 completeness of scanned copies of this plan sheet. CALIFO� (1 ) This LOTB sheet was prepared in accordance with the Ca I trans So I I 6 9 5 6 7 8 7 0 0 1 A-09-1 26 and Rock Logging, C I ass i f i cation and Presentation Manual ( June 2007) . A-09-003 SANBAG 1 1 70 W 3RD STREET (2) 2.4" samples were taken using a Cal i forn i a Modified Sampler. SAN BERNARD I NO, CA 92410 (3) An automatic trip hammer system consisting of a hammer weight of PLAN EARTH MECHANICS, INC. 140 lbs fa I I ing a distance of 30'' was used to advance the drive sampler. 1 = 80 17660 NEWHOPE STREET, SUITE EFOUNTAIN VALLEY CA 92708 (4) Convers i on factor f rom 2.4" Mod i f i ed Ca I i forn i s R i ng Samp I er b I owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. +1 ry- 00 "' "I-10" Line co STA. 698+99±9 64RT± �M C + J � "I-10" Line - Q0 STA. 698+55±; 16LT± +1060+1060 -�"' - 09 - 003 El. +1057.5 ft ..A ® .Ur -'Asphalt Concrete stlittle fine GRAVE SILTY SAND with GRAVEL (SM) : ver olivemoist Ly , , , mostly coarse to fine SANDIite fines, nonpIastic, weak cementation 14611.4 1 +1050 . +1050 63 2.4 2 M UW SILTY SAND (SM): dense, olive -brown moist, few fine GRAVEL, mostly coarse to fine SAND, little fInes, A-09-126 31 1.4=3Z..`; M PA nonplastic, weak cementation 1 4 11 % coarse to fine GRAVEL, 68% coarse to fine SAND, 21 % fines E I . +1042.0 ft Poorly graded SAND with SILT and GRAVEL (SP -SM): dense olive -brown moistDI +1040-- UW 9 6 Asphalt Concrete 9 Base +1040 X. I i tt I e coarse to f i ne GRAVEL mostly coarse to f i ne SAND trace f i nes 13611.41 9 y 9 9 SILTY SAND (SM): very dense, olive, moIst, few fine GRAVEL, non I ast i s weak cementation 90/11 2UW 63 1.4 1 O CR mostly coarse cementation to fine SAND, I I tt I e fines, nonpIastic, weak SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse .' J:0 to fine SAND, little f i nes, nonplastic, weak cementation 39 1.4 8 becomes very dense 50/6 2.4 2 _ +1030-- Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive- brown, moist, A-09-127 Bulk 0 SE O +1030 little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, 5512.41 9 OM UW nonplastic, weak cementation E I . +1025.0 ft 8 27 1 .4 4 M becomes dense SILTYSILTY SAND (SM): dense, olive -brown, trace fine mostly Bulk 1 Poorly eddIum dense, olive- EL SP : mT. graded SAND with GRAVEL 1.4 10 DI ttIe fines, nonplastic, weak cementation CP raydry, I ittIe coarse to fine GRAVEL, mostly coarse to SAND, trace fines, 51 2.57 5ine OMUDS dark brown SILTY SAND with GRAVEL SM): very dense olive -brown, moist I ittIe fine 191.4 2O-+1020 nonplastic, weak cementation+1020 + 1 0 2 0 GRAVEL, mostly coarse to fine SND, I ittIe fines, nonplastic, weak 78 2.4 11 ; ; OM UW DS PA cementat i on 12611.41 6_ OM Poor I y SAND with GRAVEL (SP): dense, olive -gra graded Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, dry, 15412.41 3 becomes dense, no recovery dry little coarse to fine GRAVEL mostly coarse to fine SANG, trace fines, 58 1 .4 12 , ` M 43% coarse to fine GRAVEL, 52% coarse to fine SAND, 5% fines, nonp I ast i c, Bulk 4W 7 UO becomes very nonpIastic, weak cementation dense, no recovery ;....04 +1010-- weak cementation 61 1 5 ::; 0 becomes very dense :.; :OM _+1010 Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, little REF /4.5 12.4113 :: O UW coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, .4 68 1 . 41 8 nonplastic, weak cementation 14211.41 6 150/6''11,4114 150/6''12.4T 9 OM UW +1000 �� 72 2.4 7 OM UW Poorly graded SAND with SILT and GRAVEL SP -SM :dense, +1 000 No Recovery, 5 cobble ecountered REF /6 2.4 15 Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dr little tt I e150/5''11.4110 y, ymoist little coarse to fine GRAVEL, mostly coarse to ntew fines, nonplastic, ast i s weak cementation K(e'SAND, 16311.4116 M 0 coarse to fine ne GRAVEL, mostly y coarse to fine ne SAND, trace fines, 74 1.4 8 OM Poorly graded SAND with GRAVEL (SP): very dense, olive - nonplastic, weak cementation Term igated at E I. 996.0 f t ;::_ gay, moist I i tt I e coarse to fine GRAVEL, most I y . coarse to trace REF /6 2.4 11 `.; M UW �� becomes moist +990- Dr I I I ed on 9/16/2009 REF /5 2.4 9 W ne SAND, fines, nonpIastic, weak cementation on +990 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered 16511.4 During Drilling 16811.4110 +980 12812.4111 OM UW PA PP Lean CLAY (CL): very stiff, olive -brown, moIst, 12% fine 50/5 2.4 13 OM UW Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive -brown moist, little coarse to fine GRAVEL, +980 SAND, 88% fines, low plasticity Term (Hated at E I. 981.0 ft most I y coarse to f i ne SAND, few f i nes, nonp I ast i c, weak 27 1 4 . 12 ::;:' OM CLAYEY SAND(SC):very dense, o I I ve-brown, mo I st, mostly Drilled on Hammer Energy 10/21 /2009 Ratio (ER i =75%) cementation medium to fine SAND, little fines, low plasticity Groundwater not Encountered +97050/6 2.4 13 :. `OM UW During Drilling +970 F6_57 .4 14 OM Poorly graded SAND with GRAVEL (SP): very dense, olive- iymoist little coarse to fine GRAVEL, mostly .coarse to Kin(e'SAND,trace +960- Terminated at El. 963.5 ft fines, nonpIastic, weak cementation on +96 0 PROFILE Drilled on 10/21/2009 Hammer Energy Ratio (ER i =75%) VERTICAL 1 11= 10' Groundwater not Encountered HORIZONTAL 1 " = 40' During Dri I I ing +950 +950 Stationing along ''I-10" Line 696+00 698+00 700+00 702+00 704+00 706+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED FOR THE S. Pirathiviraj STATE OF CALIFORNIA BRIDGE NO. 54EO101 R E T A I N I N G W A L L 69 OE DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 09/16/09 to 10/21 /099 01 /28/10 DEPARTMENT OF TRANSPORTATION 13.2 L 0 G O F T E S T BORINGS 1 OF 4 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS i I I I I I I UNIT: 0 1 2 3 PROJECT NUMBER & PHASE: 2232 08000007441 DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 REVISION DATES SHEET OF 03/ 10 07/ 10 0/ 10 '1'01/x 1 01X/11 02/01/12 12 1 15 FILE => $REQUEST CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J IL w LU Q EO 0 LU 0 a - LU a 0 CL w V) W in BENCHMARKS POST MILES No SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT SHEETS Horizontal coordinates are CCS NAD -83 (NSRS2007) 08 SBd 10 12.3/14.1 599 624 Vertical control based on NAVD- 88 ( NGS NAVD88) N Pt. 1010 N: 1846472.883 E: 671 651 0.983 Elevation: 1 054.523 02/01 /1 2 �OFESSIO SET MAG NL & FLASH FOR AT REGISTERED CIVIL ENGINEER DATE �o Q �4 Pt. 5001 4u N: 1846561 .879 E: 671 6362.1 30 Elevation: 1 025.534 A-10-168 1 2 3 S.PIRATHIVIRAJ SET REBAR W/'AECP LS 4430'' PLUG 30' +/- SLY OF RAILS, 100' +/- W'LY OF CHERRY 7 8 9 03/29/11 C71rn 662 Pt. 5002 695 6 8.. ❑ �� �� I-10 LINE PLANS APPROVAL DATE CD No. N: 1846574.454 E: 671 6783.325 Elevation: 1 027.1 34 RW 690E The State of California or its officers or agents � EXP, 12/31/13 SET REBAR W/'AECP LS 4430'' PLUG 30'+/- SLY OF RAILS 300'+/- ELY OF CHERRY R 5 LINE sT CIVIL P shall not be responsible for the accuracy or aT NOTES: ED completeness of scanned copies of this plan sheet. F OF CAL VO (1) This LOTB sheet was prepared I n accordance with the Ca I trans Soil 695 6 7 8 9 700 1 2 A-09-1 29 and Rock Logging, C I ass i f i cation and Presentation Manual ( June 2007) . SANBAG 1 1 70 W 3RD STREET (2) 2.4" samples were taken using a Cal I forn i a Modified Sampler. SAN BERNARD I NO, CA 92410 (3) An automatic trip hammer system consisting of a hammer weight of PLAN EARTH MECHANICS, INC. 140 lbs fa I I i ng a distance of 30'' was used to advance the drive sampler. 1 = 80 17660 NEWHOPE STREET, SUITE EFOUNTAIN VALLEY CA 92708 (4) Convers I on factor f rom 2.4" Mod I f i ed Ca I I forn I a R I ng Samp I er b I owcounts to Standard Penetration Test ( SPT) b I owcounts is 0.5. "I-10" Line +1 STA.699+98±9 0± o +i �o +1040 c + J +1040 = 0 �Q �Cn A-09-129 A-10-168 +1030 EI. +1029.0 ft 8 +1030 EI. +1026.0 ft ® SILTY SAND with GRAVEL (SM): medium GRAVEL, to fine SAND, dense, olive -brown, dry, I i tt I e coarse to fine little fines, weak Bu I k SE CR SILTY SAND (SM): olive -brown, moIst, few fine GRAVEL, mostly coarse to fine mostly coarse nonplastic, cementation 11812.41 1 A tM UW PA SAND little fines nonplastic, weak cementation -FSM): 12811.41 1 OM CR Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, moist, little coarse SILTY SAND with GRAVEL medium dense, olive -brown Moist 16% coarse to +1020 16 1 .4 2 M PA fine GRAVEL, 66% coarse to fine SAND, 18% fines nonpIastic, weak cementation to fine GRAVEL mostly coarse to fine SAND few fines, non Iastic weak cementation 9 y 9 P 9 +1020 22/ coarse to fine GRAVEL, 65/ coarse to fine SAND, 13/ fines 78 2.4 2 OM UW PA Poorly graded SAND with GRAVEL (SP): 0 very dense, olive -gray, dry, 40/ coarse to fine ; .: 87 2.4 3 ; : OM UW PA DS Poo I y graded SAND with SILT and GRAVEL (SP -SM): very dense, olive -gray, mo I st, Bu I k 0 GRAVEL, 56% coarse to fine SAND, 4% fines, nonplastic, weak cementation 30/ coarse to fine GRAVEL, 65/ coarse to fine SAND, 5/ fines, nonplastic, weak 34 1.4 3 `.`0 No Recovery cementation +1010— 159 1 .4 4 $-,, Poo I y graded GRAVEL with SILT and SAND GP -GM : very dense, o I I ve-gray,moist, +1010 a ' 49% coarse to fine GRAVEL, 44% coarse to fine SAND, 7% fines, nonpIastic, weak IREF/5"12.41 4 ': `OM No recovery 78 2.4 5.:`O UW cementation Poorly graded SAND with GRAVEL (SP): very dense, o I I ve-gray, dry, little coarse 72 1 5 to fine GRAVEL, mostly coarse to fine SAND, trace fines, weak cementation .4 +1000— 33 1.4 6 Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -gray, moist, +1000 i tt I e coarse to f i ne GRAVEL, mostly coarse to f i ne SAND, few f i nes, nonplastic, weak cementation IREF/4"12.41 6 OM Poor I yraded GRAVEL with SILT and 'to SAND (GP -GM): very dense, olive -gray, dry, mostly REF /5''12.41 7 :::`OM UW Poorly graded SAND with GRAVEL (SP): very dense, olive -gray, dry, little coarse Terminated at EI. 998.8 ft coarse fine GRAVEL, some coarse to fine SAND, few fines, nonplastic, weak cementation to fine GRAVEL, mostly coarse to fine SAND, trace fines, weak cementation Dri I led on 9/25/2009 +990 46 1.4 8 , : OM Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive -gray, moist, Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Drilling +990 little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonp I ast i c, weak cementation REF/6 2.4 9 O UW No Recovery +980 Terminated at EI. 985.5 ft +980 Drilled on 01/28/2010 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Drilling +970 +970 +960 +960 +950 +950 PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 40' +940 +940 Stationing along ''I-10'' Line 696+00 698+00 700+00 702+00 704+00 706+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED STATE OF FOR THE CALIFORNIA S. Pirathiviraj BRIDGE NO. 54EO101 R E T A I N I N G W A L L 6 9 0E DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 09/16/09 to 10/21 /099 01 /28/10 DEPARTMENT OF TRANSPORTATION 13.2 L 0 G OF T E S T BORINGS 2 OF 4 SIGN OFF DATE ORIGINAL SCALE IN INCHES i I I I OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 I I I 2 3 UNIT: 2232 DISREGARD PRINTS BEARING PROJECT NUMBER & PHASE: 08000007441 EARLIER REVISION DATES CM1 REVISION DATES SHEET OF 03/ 10 07/ 10 10/ 10 1/ 1 02/01/12 13 15 FILE => $REQUEST CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J IL W a LU Q EO 0 LU 0 a - LU a 0 CL w V) W in REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) CEMENTATION Description Criteria Weak Crumb I es or breaks w i th hand I i ng or A i tt I e f i nger pressure. Moderate Crumbles or breaks with considerable Rotary drilled boring finger pressure. Strong Will not crumble or break with finger " pressure. BOREHOLE IDENTIFICATION Symbol Hole Type Description s�Ze A Auger Boring s�Ze R Rotary drilled boring Strength (tsf) P Rotary percussion boring (air) " R Rotary drilled diamond core N HD Hand driven (1 -inch soil tube) HA Hand Auger ® D Dynamic Cone Penetration Boring ® CPT Cone Penetration Test (ASTM D 5778-95) r , 0 Other L_J 0.25 to 0.50 Penetrated severa I inches by and kneading to reach the plastic I i m i t. The Note: Size in inches. Top Hole E I . Casing driven — Size of Sampler (inches) SPT N -Value (per ASTM 1586-99), P = push sample, or as noted R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE C_ 0 0 U 0 Hole I.D. o 000 O op0< c 3 'I Description of materia Muw uu --Field & Lab Tests GWS Elev. Date measured Material change Estimated material change Soil/Rock boundary Boring Date Terminated at E I ev Hammer Energy Ratio (ERi) _ ROTARY BORING OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheang CONSISTENCY OF COHESIVE SOILS PLASTICITY OF Unconfined Pocket Description Description Compress i ve Penetrometer Torvane Field Approximation Measurement (tsf ) A 1/8 -inch thread cannot be rolled Strength (tsf) Measurement (tsf) Very Soft < 0.25 < 0.25 < 0.12 Easily penetrated several inches plastic limit. along sleeve friction by fist Soft 0.25 to 0.50 0.25 to 0.50 0.12 to 0.25 Easily penetrated several inches The thread cannot be rero I I ed after reaching the plastic limit. The lump crumbles pressure measured by thumb Medium Stiff 0.50 to 1.0 0.50 to 1.0 0.25 to 0.50 Penetrated severa I inches by and kneading to reach the plastic I i m i t. The thread High thumb with moderate effort formed without crumbling when drier than Readily indented by thumb but Stiff 1 to 2 1 to 2 0.50 to 1.0 penetrated only with great effort Very Stiff 2 to 4 2 to 4 1.0 to 2.0 Readily indented by thumbnail Indented by thumbnail with Hard > 4.0 > 4.0 > 2.0 difficulty F_ 0 0 U 0 Top Hole EI. 00 00 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. drop or as noted) P Date ensured ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: 09/1 F)/n9 tn 1 o/21 /n9_ n1 /?R/1 o ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 Top Hole EI. No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 2.2" cone, or as noted) C: 0 4- O U O J Hole I.D. NPC 2 EI 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 600 624 LE02101112 �oFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ z 03/29/11 l No. C71662 M PLANS APPROVAL DATE � . � The State of California or its officers or agents Exp12/31 /13 shall not be responsible for the accuracy or ST4C I V I L �P completeness of scanned copies of this plan sheet. TF of CALIFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 n 01 C: 0 PLASTICITY OF FINE-GRAINED SOILS Description Cr i ter i a Hole I.D. Nonp I ast i c A 1/8 -inch thread cannot be rolled at any water content. LU The thread can barely be rolled and the lump cannot be formed when drier than the Low plastic limit. along sleeve friction Lj The thread is easy to roll and not much time is required to reach the plastic limit . Medium The thread cannot be rero I I ed after reaching the plastic limit. The lump crumbles pressure measured when drier than the plastic limit. It takes considerable time rolling and kneading to reach the plastic I i m i t. The thread High can be rero I I ed several times after reaching the plastic limit. The lump can be formed without crumbling when drier than the plastic limit . F_ 0 0 U 0 Top Hole EI. 00 00 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. drop or as noted) P Date ensured ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: 09/1 F)/n9 tn 1 o/21 /n9_ n1 /?R/1 o ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 Top Hole EI. No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 2.2" cone, or as noted) C: 0 4- O U O J Hole I.D. NPC 2 EI 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 600 624 LE02101112 �oFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ z 03/29/11 l No. C71662 M PLANS APPROVAL DATE � . � The State of California or its officers or agents Exp12/31 /13 shall not be responsible for the accuracy or ST4C I V I L �P completeness of scanned copies of this plan sheet. TF of CALIFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 n 01 C: 0 I- f% Hole I.D. o Top Hole EI. _ LU 0 J Pressure measured Q_ along sleeve friction Lj element (34.88 int Pressure measured area) divided by on tip element pressure measured (2.33 i n 2 area) on tip element. LU Q EO 6 4 2 0 10 20 30 Friction Ratio (%) Tip Bearing (MPa) 200 0 Boring Date LLJ 0 1 n CONE PENETRATION TEST (CPT) SOUNDING w I - <I lr-,) BRIDGE NO. � 54EO101 RETAINING WALL 690E POST MILES 13.2 LOG OF TEST BORINGS 3 O w Q REVISION DATES SHEET OF z DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 03M 10 07/ 10 10/ 10 01 / 1 02101112 14 15 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) GROUP SYMBOLS AND NAMES Graphic/Symbol Group Names Graphic/Symbol Group Names ® 0® Very loose GRAVEL 0 - 4 Lean CLAY64bWell-graded 5 to GW Little Medium Dense 15 to Lean CLAY with SAND ®®® Dense Wel 1 -graded GRAVEL with SAND 31 - 50 Lean CLAY with GRAVEL ®CL > 50 SANDY lean CLAY 00 0 o Poorly graded GRAVEL SANDY lean CLAY with GRAVEL 0 00° GP GRAVELLY lean CLAY 0 ° O Poorly graded GRAVEL with SAND GRAVELLY lean CLAY with SAND 0 0 ® ® Well -graded GRAVEL with SILT SILTY CLAY GW -GM SILTY CLAY with SAND ® Wel 1 -graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL ® 0 CL -ML SANDY SILTY CLAY ® ® Wel I - raded GRAVEL with CLAY (or S�LTY CLAY) SANDY SILTY CLAY with GRAVEL ® GW -GC Wel I - raded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY ® (or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND 0 00 & Poorly graded GRAVEL with SILT SILT o c GP -GM SILT with SAND 0 ° Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL ° ML SANDY SILT 00 o Poorlyy ggraded GRAVEL with CLAY (or S JYr CLAY) SANDY SILT with GRAVEL o ° GP -GC Poorly graded GRAVEL with CLAY and GRAVELLY SILT ° ° 0 ° SAND (or SILTY CLAY and SAND) GRAVELLY SILT with SAND ° SILTY GRAVEL ORGANIC lean CLAY GM ORGANIC lean CLAY with SAND o ° ° ° SILTY GRAVEL with SAND ORGANIC lean CLAY with GRAVEL OL SANDY ORGANIC lean CLAY ° CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC GRAVELLY ORGANIC lean CLAY 0 CLAYEY GRAVEL with SAND GRAVELLY ORGANIC lean CLAY with SAND o °ORGANIC � SILTY, CLAYEY GRAVEL SILT GC -GM ORGANIC SILT with SAND O SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° Wel 1 -graded SAND SANDY ORGANIC SILT with GRAVEL o SW GRAVELLY ORGANIC SILT Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND :. Poorly graded SAND Fat CLAY SP Fat CLAY with SAND :. .: Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY ° We I I -graded SAND with SILT SANDY fat CLAY with GRAVEL o SW -SM GRAVELLY fat CLAY Well -graded SAND with SILT and GRAVEL GRAVELLY fat CLAY with SAND Wel I - raded SA D with CLAY Elastic SILT o _ SW SC (or SILTY CLAY Elastic SILT with SAND ° Well - raded SAND with CLA and GRAVEL (or SILTY CLAY and GRAVEL Elastic SILT with GRAVEL °. MH SANDY elastic SILT Poorly graded SAND with SILT SANDY elastic SILT with GRAVEL SP -SM GRAVELLY elastic SILT Poorly graded SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND Poor I yy gqraded SAND with CLAY Jy' ORGANIC fat CLAY SP-SCORGANIC (or S CLAY) fat CLAY with SAND Poor I y graded SAND with CLAY andZ GRAVEL or SILTY CLAY and GRAVEL) ORGANIC fat CLAY with GRAVEL OH SANDY ORGANIC fat CLAY SILTY SAND SANDY ORGANIC fat CLAY with GRAVEL SM GRAVELLY ORGANIC fat CLAY SILTY SAND with GRAVEL GRAVELLY ORGANIC fat CLAY with SAND CLAYEY SAND ORGANIC elastic SILT SC ORGANIC elastic SILT with SAND CLAYEY SAND with GRAVEL ORGANIC elastic SILT with GRAVEL OH SANDY ORGANIC elastic SILT SILTY, CLAYEY SAND SANDY ORGANIC elastic SILT with GRAVEL SC -SM GRAVELLY ORGANIC elastic SILT SILTY, CLAYEY SAND with GRAVEL GRAVELLY ORGANIC elastic SILT with SAND ORGANIC SOIL PT PEAT ORGANIC SOIL with SAND ORGANIC SOIL with GRAVEL ' OL /OH SANDY ORGANIC SOIL 0.. . COBBLES SANDY ORGANIC SOIL with GRAVEL D: COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE DRAWN BY I J. Fang CHECKED BY I L. Cheung R. J ie FIELD INVESTIGATION BY: DATE: 09/1 F)/n9 tn 1 o/21 /n9_ n1 /?R/1 o IN OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FFORGINAL REDUCEDALE PLANS INCHES I 0 FIELD AND LABORATORY TESTING C Conso I i dat i on ( ASTM D 24 35 ) CL Col lapse Potential ( ASTM D 5333 ) CP Compaction Curve ( CTM 21 6 ) CR Corros i v i ty Testing (CTM 643, CTM 422, CTM 417) CU Conso I i dated Undra I ned Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) M Moisture Content ( ASTM D 221 6 ) OC Organic Content- % ( ASTM D 2974 ) P Permeability (CTM 220) SParticle Size Analysis (ASTM D 422) PI Plasticity Index (AASHTO T 90) Liquid Limit (AASHTO T 89) PL Point Load Index (ASTM D 5731 ) SPressure Meter PP Pocket Penetrometer R R -Value ( CTM 301 ) SE Sand Equivalent ( CTM 21 7 ) (SG Specific Gravity (AASHTO T 1 00) SL Shrinkage Limit (ASTM D 427) (SW) Swell Potential (ASTM D 4546) TV Pocket Torvane Unconf I ned Compress i on -So i UC (ASTM D 2166) Unconfined Compress i on -Rock (ASTM D 2938) UU Unconso I I dated Undra i ned Triaxial (ASTM D 2850) UW Unit Weight (ASTM D 4767) VS Vane Shear (AASHTO T 223) PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER I I I I UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 601 624 02101112 �oFEssjo REGISTERED CIVIL ENGINEER DATE �o e �ql S. PIRATHIVIRAJ z 03/29/11 No. C71662 M PLANS APPROVAL DATE � � The State of California or its officers or agents Exp. 12/31/13 shall not be responsible for the accuracy or STa CIVIL �P completeness of scanned copies of this plan sheet. TF of CAL V0 SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 APPARENT DENSITY OF COHESIONLESS SOILS Description Dry SPT N 60 (B I ows / 12 1 nches ) Very loose Moist 0 - 4 Loose 5 to 5 -10 Little Medium Dense 15 to 11 - 30 Dense 30 to 31 - 50 Very Dense 50 to > 50 MOISTURE Description Criteria Dry Absence of moisture, dusty, dry to the Criteria touch Moist Damp but no visible water Wet Visible free water, usually soil is 5 to below water table PERCENT OR PROPORTION OF SOILS Description > 1211 Criteria Trace Particles are present be less than 5% but estimated to Few Fine 5 to 10% Little No. 10 to No. 4 15 to 25% Some No. 200 to No. 40 30 to 45% Mostly 50 to 100% PARTICLE SIZE Description Size Bou I der > 1211 Cobble 31I to 12" Grave I Coarse 3/4" to 3" Fine No. 4 to 3/4'' Sand Coarse No. 10 to No. 4 Med i um No. 40 to No. 10 Fine No. 200 to No. 40 BRIDGE NO. 54EO1 01 POST MILES 13.2 LOG RETAINING OF TEST WALL 690E BORINGS 4 OF REVISION DATES SHEET DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 103/ 10 07/ 10 10/ 10 0'1X/11 1 / 1 02101112 1 1 1 1 1 15 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J w w Q 0 EO 0 LU I- 0 a - LU a 0 CL w V) 4w Q OF z 15 w Existing Cherry Avenue Overhead Bridge No. 54CO065 Begin WC] I 1 Datum E I ev 1010.00 10+00 11+00 STANDARD PLANS (DATED MAY 2006) Top of Wa 12+00 Al OA ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) Al OB ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2) Al OC SYMBOLS (SHEET 1 OF 2) A10D SYMBOLS (SHEET 2 OF 2) A62B LIMITS OF PAYMENT FOR EXCAVATION AND No BACKFILL BRIDGE SURCHARGE AND WALL BO -3 BRIDGE DETAILS B3-1 RETAINING WALL TYPE 1 602 H=4' THROUGH 30' B3-8 RETAINING WALL DETAILS NO. 1 B11-56 CONCRETE BARRIER TYPE 736 PLAN SYMBOLS —Section Identification STANDARD PLAN SHEET NO. DETAIL NO. - Cherry Ave Sta 30+44042 C Sta 694+51.93 695+00 0 0 A l^-rr o Cherry Ave= R5" Line 500'-0'' (MSE) LEGEND 1324/-311 (Measured along Wa I I "RW69611 LOL) 13+00 Approx OG = FG along "RW696" LOL I i 14+00 DEVELOPED ELEVATION - 1 11=30/-O" 1 - Existing Track - Existing Track to be Removed and Reconstructed -1 ----- 4----- - Proposed Track I I I UPRR R/W 1O - Signal Po I e�, see ''RETAINING WALL PLAN NOo 1 sheet CURVE DATA No. R D T L 0 8000000 01 °1 2'34 84044 168088 "R5" Line 15+00 824-3" (TYPE 1 ) 16+00 INDEX TO RETAINING WALL PLANS SHEET NO. 20 30 40 50 60 70 80 90 100 11° 12° 130 140 15° 16° 170 18° 19° 200 21 22. 23° TITLE O 0 O N C: J U 17+00 DIST COUNTY ROUTE POST MILES SHEET TOTAL RETAINING WALL PLAN NO. 1 B11-56 Concrete Barrier TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 602 624 ' 5 l 02/01/12 �p:ESSIO RE ISRED CIVIL ENGINEER DATE �o Q 1114 <' R5 Line 1 Brett Makley Z 03/29/11 No. C66397 M PLANS APPROVAL DATE Cr RETAINING WALL PLAN NO. The State of California or its officers or agents it Exp. CIVIL II W P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. OF CALIFO UPRR R/W SANBAG 1170 W 3RD STREET PANEL DETAILS NO. 2 SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL EMBANKMENT 3550 VINE STREET, SUITE 120 MECHANICALLY STABILIZED RIVERSIDE, CA 92507 DETAIL NO. 2 Concrete Barrier Type 736 (Mod1 ) Roadway section see "ROAD PLANS'' �. GENERAL PLAN NOo 1 698+00 699+00 GENERAL PLAN NO. 2 N G W A RETAINING WALL PLAN NO. 1 B11-56 Concrete Barrier RETAINING WALL PLAN NO. 2 Sta 10+00.00 LOL= Sta 695+27.81''R5'' Line RETAINING WALL PLAN NO. 3 Sta 1 4+03 ° 42 "RW696" LOL= RETAINING WALL PLAN NO. 4 o O RETAINING WALL PLAN NO. 5 7 - 1* RETAINING WALL PLAN NO. 6 R5 Line RETAINING WALL PLAN NO. 7 �� �� 0 RW696 LOL / RETAINING WALL PLAN NO. 8 II RETAINING WALL PLAN NO. 9 II W MISCELLANEOUS DETAILS �� �� Sta 700+26067 R5 Line UPRR R/W PANEL DETAILS NO. 1 PANEL DETAILS NO. 2 MECHANICALLY STABILIZED EMBANKMENT DETAIL NOo 1 MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 2 MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3 MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 4 MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 6 LOG OF TEST BORINGS NO. 1 OF 4 LOG OF TEST BORINGS NO. 2 OF 4 16+00 LOG OF TEST BORINGS NO. 3 OF 4 LOG OF TEST BORINGS NO. 4 OF 4 J So i I Re i of , Typ Barrier slab 11-56 "RW696" LOL Varies Base Width Leveling Pad Top of Wo MSE Wa I I Panel Fractured Rib Texture FG JF TYPICAL SECTION (MSE)_ 1/411=1 /—Oil N89° 43'49"E BC Sta 700+96.78 11 "RW696" LOL R5 Line 1 3 696+00 1 1 1rB-1 Be in Wall 697+00 "RW696" 698+00 699+00 700+00 N G W A 1 LOL B11-56 Concrete Barrier Li Lij Sta 10+00.00 LOL= Sta 695+27.81''R5'' Line Sta 1 2+82 ° 20 I I RW696 LOL= Sta 1 4+03 ° 42 "RW696" LOL= 701 +00 MSE to Type 1 transition 702+00 o O Roadway Section, Type 736A 7 - 1* 70°80 Rt �� �� Sta 10+60.00 RW696 LOL= Sta 698+9°91 R5 Line Sta 699+30°13 R5 Line Sta 15+00000 "RW696" LOL �� �� 0 RW696 LOL / see "ROAD PLANS" 0. II Sta 695+87081 R5 Line 63.56 56 Rt II W 48.05 Rt �� �� Sta 700+26067 R5 Line UPRR R/W O + 1 70.04 Rt ° 3'35"E 45°24 Rt I I W --- �� ° N8900 0 33 E N88 03/35''E N82° 22'42'IE 14+00 Q UNIT: 2232 I Fractured o 15+00 16+00 1 0+00 UPRR R/W 11+00 12+0013+00 REVISION DATES SHEET OF J Weep hole Rib Texture w= w Cherry Avenue Overhead Abut 2 UPRR Tracks c and perviousbackf i 11 0-3 c c 3-1 - o FG -----' --_ ---=1-_-= J =---- +_---- _ - -�-- Retaining Wa I I --- --+--------►- ---—=-------------------- _------- --- -----�_ _---% _--=--li-------I------ 1133-1 ------_---- _--� _----_ �— - —i— - _-r------+- H------+-------I-------- ------- The Contractor sha I I ver i f a I 1 controlling field dimensions before ordering or fabricating any materia I DESIGN DESIGN OVERSIGHT DETAILS SIGN OFF DATE QUANTITIES N BY Tim Fuller BYY i hong Wan BY Tim Fuller CHECKED Pete Smith CHECKED BY Pete Smith LAYOUT Y i hong Wan( CHECKED BY Carol i na Lopez -Toro SPECIFICATIONS Jim Rucker PLAN 1 "=30'-0" CHECKED Tim Fuller PLANS AND SPECS COMPARED Jeremy LaHaye DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS TYPICAL SECTION (TYPE 1) 1/411=1 /—Oil w a 0 I I W 0 D - w 0 PREPARED FOR THE BRIDGE NO. R E T A I N I N G W A L L 696 Lij STATE OF CALIFORNIA Brett Makley 54EO100 POST MILES G E N E R A L P L A N N 0. 1 PROJECT ENGINEER II W DEPARTMENT OF TRANSPORTATION 13.2 Q UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF z 0 1 z 3 PROJECT NUMBER &PHASE: 08000007441 CONTRACT NO.: 08-468004 EARLIER REVISION DATES � poi o ori >> o2ioii2 ori ro 1 23 � FILE _> REQUEST 1324/-311 (Measured a long Wa I I "RW696" LOL ) End Wa 1 1 824'-3'' ( TYPE 1 ) I O ++ I Top of Wa C J I Datum E I ev 1010.00 � I i 18+00 �I LEGEND 19+00 1 - Existing Track -- ---J. - Existing Track to be Removed - - - and Reconstructed ------4-----I-- ' - Proposed Track EC Sta 7 R5 Line UPRR R/W - Structura I excavat i on (Reta i n i ng wa I I) - Structural backf i 1 1 (Retaining wa 1 1) N88031 '1 5'E 20+00 Approx OG = FG along "RW696" LOL I 21+00 DEVELOPED ELEVATION "R5" Line 1 11=30/-011 QUANTITIES REMOVE RETAINING WALL, LOCATION B STRUCTURE EXCAVATION (RETAINING WALL) STRUCTURE BACKFILL (RETAINING WALL) PERVIOUS BACKFILL MATERIAL (RETAINING WALL) EARTH RETAINING STRUCTURE, LOCATION C STRUCTURAL CONCRETE, RETAINING WALL STRUCTURAL CONCRETE, BARRIER SLAB FRACTURED RIB TEXTURE BAR REINFORCING STEEL (RETAINING WALL) PREPARE AND STAIN CONCRETE CHAIN LINK RAILING (TYPE 7 MOD1 ) CABLE RAILING CONCRETE BARRIER (TYPE 736A) CONCRETE BARRIER (TYPE 736 MOD1 ) CURVE DATA 22+00 1 LS 887 CY 19022 CY 65 CY 12,450 SF 467 CY 241 CY 29312 SF 31 9314 LB 26,281 SF 10 LF 220 LF 605 LF 500 LF No. R A T L 1O 8000000 01012'34" 84044 168088 O2 14000000 01040'40" 204099 409094 23+00 Base width E � MSE woI I C Sta 708+ R5 Line 2,-0" Typ 0 DIST COUNTY ROUTE POST MILES SHEET TOTAL 54EO100 POST MILES TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 603 624 D ' l 02/01/12 �pFESSIO RE ST IRED CIVIL ENGINEER DATE �o Q Nq� >> 02/01/12 Brett Makley Z 03/29/11 w No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. OF CALZFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 I Trt i wvi LIMITS OF PAYMENT FOR EARTHWORK NTS �' 703+00 704+00 705+00 706+00 707+00 708+00 709+00 ' "RW696" LOL/ 01 PRR R/W UPRR R/W N88003/35 ' 18+00 19+00 20+00 21+00 22+00 23+00 o, UPRR Tracks - __Et -: _--t_ -_- --=i=-- -_ __ _- - - - -_ _ -_ _E� _ _--Er- :--E:�--_-t=__- --:E�_ --Er- - _4 ----_--__----_—--__-- =--f --- _--_ _—-_--_----__--__---_--_---__----__--___----__---_--==--F--_----__-- =-=--------------=------=--------------=--------- ------=------- - -- - - -- - - - -- - - -- - - -- - - - -- - - - - -- - - -- - - -- I - - -- - - J - - - ------ - L - - - - -I - —J - - _ -i__ _ 1 _ I _ -i--_ - -- _I--- _--- I_ - -- _ _----_ i __ - - -- ----_ I - - - - -_ i _ _-----i------- L f-------I-------t-------i-------F-------+-------I-------P------H-------I-------t-------i--------------f-------I-------t-------i-------H------+-------I-------P------H-------I-------t------�--------------f-------I-------t r - NOTE : The Contractor sha I I ver i f a controlling field dimensions fk before ordering or fabricating any materia I BY DESIGN Tim Fuller DESIGN OVERSIGHT DETAILS BY Yihong Wan SIGN OFF DATE QUANTITIES BYTim Fuller DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) CHECKED Pete Smith CHECKED BY Pete Smith LAYOUT Y i hong Wan( CHECKED BY Carol i na Lopez -Toro SPECIFICATIONS Jim Rucker PLAN 1 11 =30/-011 CHECKED Tim Fuller PLANS AND SPECS COMPARED Jeremy LaHaye ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Note: Earthwork limits i n addition to and "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 6" sheet End Wa Sta 23+24.28 "RW696" Line Sta 708+50.00 R5 Line 35033 RT A626 PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Brett Makley PROJECT ENGINEER BRIDGE NO. RETAINING WALL 696 54EO100 POST MILES G E N E R A L P L A N N 0. 2 13.2 0 1 z 3 UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 CONTRACT NO.: 08-468004 DISREGARD PRINTS BEARING EARLIER REVISION DATES so1��,ori REVISION DATES I SHEET OF >> 02/01/12 ori r�o 2 23 FILE => $REQUEST w 0 W 0 J w w Q -69 0 0 W 0 o- w Q 0 n, w V) W Q z o' Existing Cherry Avenue Overhead Bridge No. 54CO065 # of Pane I s Design H = BW = Begin RW Sx 0 L OXO 0 OSS ° OD See Note 1 Existing Cherry Ave OH to remain 19 13 Chain Link Rai I Ing 35' 3205' Type 7 (Mod1) 25' 23' Concrete Barrier 10'-011 - Type 736 (Mod1 ), �000 o yp ° \ I Xo� � o (B1 1-56 No Top of Wal I o NN, C3 J I o © NEE, E E E m m g Datum E I ev 1 01 0 0 00 10+00 1 Existing Wing Wall to be removed, see ''MISCELLANEOUS DETAILS 11 sheet TLP E I ev 1022.50 Approx OG = FG along "RW696" LOL Existing Retaining Wall 11+00 to be removed, see ''MISCELLANEOUS DETAILS" sheet DEVELOPED ELEVATION 1 11=10 -0 Existing Wing Wall footing to be removed, see ''MISCELLANEOUS DETAILS" sheet TYPE 61A-5-100 1 Signal PoIe Note 3 - Sta 695+32068 11R511 Line \ 60.12' Rt \ \ Begin Wall Q) "RW696" LOL L Sta 10+00 RW696 LOL i _ _ Cherry Avenue Overhead Abut 2 N The Contractor shall verify a 11 controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) f LI UPRR R/W +I I N UPRR Tracks Indicates interval i n years from time of construction to time of removal of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3'1 choo+ LEGEND Existing Track to be Removed and Reconstructed ------------- - UPRR R/W Ind* cates I I m i is of 1- welded wire mat Indicates modified TLP - Top of level ing pad Pane I ° For deta i I s, see BW - Base width 'PANEL DETAILS NO. 211 sheets panel type designation. For details see PANEL DETAILS'' and ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO° 1 " sheets PANEL LEGEND NO SCALE AI/1TrC` e 1. For MSE wa I I and Abutment joint detail, see ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 311 sheet 2. For Fractured Rib Texture details, see ''MISCELLANEOUS DETAILS" sheet. 3° For signal poIe deta i Is, see ''ROAD PLANS''. For signal pole foundation in modified welded wire mats, Existing Retaining Wall see ''PANEL DETAILS NO. 2" sheet footing to be removed, see "MISCELLANEOUS DETAILS" sheet -- ----- ------ Barrier slab 1040_. 1 027 - PLAN 111=10'-0" DESIGN DETAILS QUANTITIES BY Tim Fuller BY Y i hong Wan BY Tim Fuller 0 T n n n �' IAIr I I Fractured Rib Texture FG SAMPLE MSE WALL ELEVATION WITH FRACTURED RIB TEXTURE No Sca I e CHECKED Pete Smith PREPARED FOR THE Brett Mak I ey CHECKED Pete Smith STATE OF CALIFORNIA PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 604 624 D ' l 02/01/12 ES S10 RE ISRED CIVIL ENGINEER DATE �o Q 1114 <' 0 Brett Makley Z 03/29/11 NO. C66397 PLANS APPROVAL DATE The State of California or its officers or agents Exp. CIVIL P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. OF CALIFp�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SECTION A -A 11=1 /—OII /2 BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 RETAINING WALL PLAN N0. DISREGARD PRINTS BEARING REVISION DATES SHEE711 CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10� 10 01/ /11 02/01A2 1 07/ /10 3 # of Panels Design H = BW = A I/1Tr e The Contractor sha I I verify a l l controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) N 1n A � o 0 A I o Ln A I N A I C �J �s U Ex i st i ng Retaining Wal I to be removed, Approxi RW696 OG = FG LOL see MISCELLANEOUS DETAILS11 along sheet TLP Elev 102205I Datum E I ev 1010.00 11+00 1 2+00 DEVELOPED ELEVATION 1 11=10 -0 11 Existing Retaining Wall footing to be removed, ___--- ----_ __--- - Barrier slab see "MISCELLANEOUS DETAILS" \\\----- 045 --- -� sheet I 1 ------------------ "RW696" LOL/ \ \ UPRR R/W 035 1040 u 1 030 -k- 0 0 0 C UPRR Tracks -L - - -- - --- 1 2+00 0 10 , ROUTE I0 SHEET TOTAL ' N 1 027 I r No i —1028 SBd 10 1 2 0 3/1 4 0 1 - --I-- - - - - - - - - - - - - - - - - D ' PLAN - 1 11=1 0'-0" BY DESIGN Tim Ful ler BY DETAILS Y i hong Wan QUANTITIES BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST LEGEND DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 605 624 D ' l 02/01/12 FZpFESSIO RE ISRED CIVIL ENGINEER DATE �o Q Nq<' Brett Makley Z 03/29/11 PLANS APPROVAL DATE W No. C66397 M The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or Sq P T TF 1 completeness of electronic copies of this plan sheet. OF CAL10?' SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Indicates interval i n years from time of construction to t i me of remova I of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 311 sheet 11 lu I Vu I cS pane I type designation. For details see PANEL DETAILS'' and ''MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1 " sheets PANEL LEGEND NO SCALE - Existing Track to be Removed and Reconstructed Indicates limits of -----�� welded wire mat TLP - Top of leveling pad BW - Base width BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10� 10 I 01/ /11 02/01/12 joy/oTA0 4 AInTr e The Contractor sha I I verify a l l controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) u i v i i y i N I T v L— I L I L I %- V I\/ L L n ..l I L i Datum E I ev 1010.00 FOR H 13+00 DEVELOPED ELEVATION - 1035 -------------- _------------- "RW696" LOL/ - -- i Barrier s I ab ' UPRR R/W 1030 J 13+00 1027 1028 UPRR Tracks -----4- 4- — — -- -- - - --1-- - - - -�- - - - - - - - - - I- - - - DESIGN DETAILS QUANTITIES BY Tim Fuller BY Y i hong Wan BY Tim Fuller PLAN - 1 "=1 0'-0" 14+00 DIST COUNTY ROUTE POST MILES SHEET I � TOTAL PROJECT No I 08 SBd � 1 2 0 3/1 4 0 1 606 624 D ' l 02/01/12 FZpFESSIO RE ST IRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 I M The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or Sq P T TF 1 completeness of electronic copies of this plan sheet, OF CAL10?' 13+00 1027 1028 UPRR Tracks -----4- 4- — — -- -- - - --1-- - - - -�- - - - - - - - - - I- - - - DESIGN DETAILS QUANTITIES BY Tim Fuller BY Y i hong Wan BY Tim Fuller PLAN - 1 "=1 0'-0" 14+00 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 606 624 D ' l 02/01/12 FZpFESSIO RE ST IRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 PLANS APPROVAL DATE W No. C66397 M The State of California or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or Sq P T TF 1 completeness of electronic copies of this plan sheet, OF CAL10?' SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Indicates interval i n years from time of construction to t i me of remova I of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet i I lu I Vu I cS pane I type des i gnat i on. For deta i I s see 'PANEL DETAILS" and "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1 " sheets j PANEL LEGEND Na scare CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST LEGEND - Existing Track to be Removed - - - and Reconstructed \ - Indicates limits of I -- - -- welded wire mat TLP - Top of leveling pad BW - Base width BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10� 10 I 01/ /11 02/01/12 07/ /10 5 Kin-= # of Panels Design H = BW = N MSE Limits of Concrete Barrier Type 736 (Mod1 ) TYPF 1 Limits of Concrete Barrier Type 736A o o E --- D - -------- E - D - E - p - -D- -D -- p- ---- --- D ---- o ' A A A q A E D E D E D E D E o + ALn A A A A A q A A A o I+ A q A A A A A A A A a�Lnec C C B C B C B C B C B C B C B C B C B B J Note 1 Weepho I e, c ApproxOG = FG Typ I J + �� along RW696F LOL TLP EIev 102205 Fractured Rib 130-3 C- ' EIev 1024.00 Texture, Typ 3-1 I c Datum EIev 1010.00 (Bottom of footing, Typ) o 14+00 15+00 DEVELOPED ELEVATION 1 11=10 -0 11 "RW696" LOL/ ' 1030 Barrier slab UPRR R/W - - - - ------------ n The Contractor sha I I verify a controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ueslgn H Concrete Barrier Type 736A (Mod), Typ RW footing, Typ Back Face of Concrete Barrier Type 736A, Typ i 15+00 I 0 'o ILn I� 1027 0l Ln J IUC- 0 UPRR Tracks 030 ------ i_ _ _ _ - - _ _ - - -- - - PLAN 1 "=1 0/-011 DESIGN DETAILS QUANTITIES BY Tim Fuller BY Y i hong Wan BY Tim Fuller Kin=, CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST LEGEND DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 607 624 D l ' 02/01/12 RE FZpFESSIO ST IRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 W No. C66397 M PLANS APPROVAL DATE The State of California or its officers or agents Exp. shall not be responsible for the accuracy or Sq CIVIL 1 completeness of electronic copies of this plan sheet. T TF OF CALZFO�� P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Indicates IntervaI in years from time of construction to t i me of remova I of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet I I lu I Vu I cS pane I type designation. For details see PANEL DETAILS" and "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1 " sheets PANEL LEGEND NO SCALE - Existing Track to be Removed and Reconstructed - \ - Indicates limits of [--____-- welded wire mat TLP - Top of leveling pad BW - Base width For MSE wa I I and TYPE 1 wa I I joint detail, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10� 10 01/ /11 02/01/12 07/ /10 1 6 w Q -69 0 I I 0 W 0 w Q 0 n, w V) I I 4 W Q of z 23 ..� —7"/ /-,I1 -4 n n / nll o Datum E I ev 1010.00 16+00 17+00 DEVELOPED ELEVATION "RwFo,F" I of i 1 =10 -0 11 16+00 � UPRR Tracks 1028 1030 AInTr e The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) PLAN DESIGN DETAILS QUANTITIES BY Tim Fuller BY Y i hong Wan BY Tim Fuller LEGEND o0 0 0 0 0 a� c 0 Existing Track to be Removed I and Reconstructed KinTr e 1 o For Fractured Rib TE see ''MISCELLANEOUS CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 608 624 D ' l 02/01/12 "'pFESSIO Q Nq� REISRED CIVIL ENGINEER DATE 4�1 Brett Makley Z 03/29/11 PLANS APPROVAL DATE w No. C66397 M The State of California or its officers or agents Exp. CIVIL P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet. OF CALZFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 5EU I ION A -A 3/411=1 -0.. BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10� 10 01//11 102/01/1210,7/0'110 1 7 w Q -69 0 II 0 W 0 w Q 0 w V) I I 5 W Q of z 23 U) -1 A A/ n I I r- e-, n/ -7 11 AInTr e The Contractor sha I I verify a l l controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Datum E l ev 1 01 0.00 1 17+00 18+00 DEVELOPED ELEVATION 1 =10 -0 11 11RW69611 LOL/ I r \ DIAI i r,ry Tv r. I 17+00 0 ROUTE o SHEET 0 0 TOTAL PROJECT No SHEETS 08 N 10 C 609 J D ' l 02/01/12 FZpFESSIO U ' Brett Makley Z 03/29/11 PLANS APPROVAL DATE w No. C66397 The State of California or its officers or agents Exp. CIVIL P ST TF shall not be responsible for the accuracy or q 1 C UPRR Tracks DESIGN DETAILS QUANTITIES �1028� 18+00 10 30 Z-- 0 0 0 O Ln 00 a� C: C U ----------- I- - - - - I----------- I - - - - BY Tim Fuller BY Y i hong Wan BY Tim Fuller PLAN - 1 11=1 0/-011 CHECKED Pete Smith PREPARED FOR THE Brett Mak I ey CHECKED Pete Smith STATE OF CALIFORNIA PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 609 624 D ' l 02/01/12 FZpFESSIO RE ST IRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 PLANS APPROVAL DATE w No. C66397 The State of California or its officers or agents Exp. CIVIL P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet, OF CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND - Existing Track to be Removed - - - and Reconstructed BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES I SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10� 10 I 01/ /11 02/01/12 10,7,/09-/-110 8 .. r n n / -7 11 7L Kir)TC e The Contractor sha I I verify a I I controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) a) C C- U 0 -t-- I UUTUIII 111(�-V I V I LIGV 1 vC--vovv I ::E V ►o 19+00 20+00 DEVELOPED ELEVATION 1 =10 -0 11 I 11�In�cncll I nl / DIA/ i r,r T\ir-� R0 um�wJ UPRR Tracks DESIGN DETAILS QUANTITIES 1030 PLAN - 1 11=1 0'-011 BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA BY CHECKED DEPARTMENT OF TRANSPORTATION T i m Fuller Carol i na Lopez -Toro ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 I Brett Mak I ey PROJECT ENGINEER UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 610 624 D l ' 02/01/12 FZOFESSIO RE(GIST)ERED CIVIL ENGINEER DATE Q Nq 03/29/11 Brett Makley Z PLANS APPROVAL DATE No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q C I I L V 1 completeness of electronic copies of this plan sheet, ST TF ofcALiF(0) SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND - Existing Track to be Removed - - - and Reconstructed BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 RETAINING WALL PLAN NO. 7 REVISION DATES SHEET OF DISREGARD PRINTS BEARING CONTRACT NO.: 08-468004 EARLIER REVISION DATES No 10/ 10 0,1/a/11 02/01/12 07/ /10 1 9 23 n, w V) I I w Q Limits of Concrete Barrier Type 736A r- r-, n / -711 Limits of Cable Railing AInTr e li UUTUIII r- Ik:�V IUIU.UV i — -- --- I � 20+00 21+00 DEVELOPED ELEVATION Begin modified Type 1 wa I I Sta 20+55 "RW696" LOL "RW696" LOL/ UPRR R/W 20+00 1030 1 =10 -0 11 End mod i f i ed Type 1 wa I Sta 21+04 RW696 LOL RW footing, Typ UPRR Tracks 21+00 Limits of standard tvDe 1 RW Sta 20+55 11RW696" LOL Concrete Barrier Type 60, see ''ROAD PLANS'' ---------- -- ---------------1 \--------------- 11 ----- H See "DETAIL A'' I o LO CV U — C- 1033 I - - - - - - - - --- - - - - --I-- - - - -- I -- - - - - --Nr - The Contractor sha I I verify a I I controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) PLAN - DESIGN DETAILS QUANTITIES 10 /_0 11 BY Tim Fuller BY Y i hong Wan BY Tim Fuller LEGEND �rt - Existing Track to be Removed - and Reconstructed N850 33'43"E Type 1 wa re i nf, typ NOTES A", I i m i is of modified type 1 RW DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 61 1 624 D ' l 02/01/12 FZpFESSIO RE IST RED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 PLANS APPROVAL DATE W No. C66397 M The State of California or its officers or agents Exp. CIVIL P ST TF shall not be responsible for the accuracy or q 1 completeness of electronic copies of this plan sheet, OF CA FO SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 V\JI I I I I lulz; I7 I U1 luul U re i of G, wa I I front face, maintain 2" C I r DETAIL A 3/^11=1 /—o11 hVVb'Jb LVL Limits of Concrete Barrier TYDe 736A Concrete Barr i er (Type 16-0)q see "ROAD PLANS" 1. Footing not shown for clarity. 2. Not all re i of shown for clarity. For re i of not shown, see (B11-47 3. For "SECTION A -A" and "SECTION B -B'', see "RETAINING WALL PLAN NO. 9" sheet. CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST Limits of standard type 1 RW and � n h l o r r1 i I i rrr BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10� 10 01/ /11 02/01/12 07/ /10 10 N Kin-= = along "RW696" LOL �,. , u L- I c V I UL o V� .....�, ,.. , .., 3-1 C- - U I Datum E I ev 1010.00 0 22+00 23+00 DEVELOPED ELEVATION Concrete Barrier Type 60, see "ROAD PLANS" RW696 LOL/ 10 ----- __UPRR- R/W ------------------------- ------------------------------------------------------ ------------------ End Wa RW footing, Typ Sta 23+24.28L -------------- / -------------- 0 22+00 o N N C U The Contractor sha I I verify a l l controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) � UPRR Tracks 1034 23+00 UPRR R/W DESIGN DETAILS QUANTITIES PLAN - 1 "=1 0'-0" BY Tim Fuller BY Y i hong Wan BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE CHECKED Pete Smith STATE OF CALIFORNIA Brett Mak I ey PROJECT ENGINEER CHECKED DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro ORIGINAL SCALE IN INCHES I I I I UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 1 2 0 3/1 4 0 1 612 624 D l ' 02/01/12 RE FZpFESSIO IST RED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 PLANS APPROVAL DATE w No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or q CIVIL 1 completeness of electronic copies of this plan sheet, ST TF of CALJFO P LEGEND Const Jt #5 `i' N Vertical back face Wall re i of , ty� RW696" LOL Concrete B< Type 60, see "ROAD F SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 - Existing Track to be Removed and Reconstructed - UPRR R/W 1'-53x4" Min and varies B3-1 LOL SECTION A -A Y2 =1 -0.. "RW696" LOL Concrete Barrier Type 736A 5 x 6'-6" @, 16 #5 Cont, Tot 2 0 5 F-1 @, 12 5 F--1 SECTION B -B 1�2=1 ,_0.. Retaining Wall BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 RETAINING WALL PLAN NO. DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10� 10 01/ /11 02/01/12 07/ /10 1 1 See Note 1 See Note 2 Finished Grade Backface of Retaining Wa Deta i I "A" Geocompos i to Drain Deta i I "B" WALL SECTION i.�%Tr _ Filter Fabris wrap around DETAIL "A" 4" 0 drain 3" Uns I otted Plastic Pipe 3" min. SECTION A -A 10 mil Polyethylene sheet Bond 6" to wa I 1. 1 Cut hole for 3" pipe Cap-typ See Note 2 Face e MSE pane 3" Slotted Plastic Pipe. See Note 2 Note 1 Tee Connection FRACTURED RIB TEXTURE TERMINATION DETAIL (MSE) Notes: Bond to Geocompos i to E A Drain No Scale 1 o For vertical joint detail, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1 " sheets 2. Permissible location of weakened plane and expansion joints � o Level or sloped toward wa Cement Treated Permeable Base DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale B0-3 Alternative to bridge detail 3_ k I�rr e- 1. - 10 4" 0 drains at intermediate sag points and at 25' max center to center (9' c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls)° For wa I 1s adjacent to sidewalks or curbs, provide 4" plastic pipe under the sidewalk to discharge through curb face Exposed wall drains shall be located 3"± above finished grade 2. Geocompos i to drain, cement treated permeable base, and 3" 0 slotted plastic pipe continuous behind retaining wa I l o Cap ends of pipe. ProvIde "Tee" connection at each 4' 0 drain. 3. Connect the low end of plastic pipe to the main outlet pipe as applicable. The Contractor sha I I verify a I 1 controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Fractured R i b valley, Note 2 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 61 3 624 D l ' 02/01/12 �OFESSIO RE ISRED CIVIL ENGINEER DATE �o Q 1114 <' ��e F 1 0 Brett Makley Z 03/29/11C-0 171 PLANS APPROVAL DATE � No. C66397 � Exp. � The State of California or its officers or agents CIVIL Face o f p a n e I shall not be responsible for the accuracy or STq �P Or Wa I I completeness of electronic copies of this plan sheet. TF OF CALZFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 FRACTURED RIB TEXTURE DETAIL 2,_0..+ Existing Cherry Avenue Overhead abutment to remain —t--------�� +1 QQ Top of footing Elev 1020087± Varies from 1/-8"+- to 2'-1 0"± Existing Cherry Avenue Overhead abutment footing to remain BY DESIGN Tim Ful ler BY DETAILS Y i hong Wan QUANTITIES BY Tim Fuller No Sca I e 28 0"+ 22 0"+ 22 0"+ H=18' H=16' H=14' 1 7 7'- 0"+ 22'-0"± H=12' LEGEND 22 0"± H=10' - Indicates Remove Retaining Wal I, Location B - Indicates Existing Concrete 22'-0"± H=8' Varies from - 1/-2"* to Im-10"* ... Elev 1020.87* Qr' WINGWALL AND RETAINING WALL REMOVAL ELEVATION vis _o il 39'-0"+ H=6' E I ev 1021.53-+ +1 M 27'-0"+ WINGWALL AND RETAINING WALL FOOTING REMOVAL PLAN CHECKED Pete Smith PREPARED FOR THE Brett Mak I ey CHECKED Pete Smith STATE OF CALIFORNIA PROJECT ENGINEER CHECKED Carolina Lopez -Toro DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST Y1611=1 ,-Oil BRIDGE NO. RETAINING WALL 696 o- 54E0100 POST MILES MISCELLANEOUS DETAILSLLJ I 13.2 Q CONTRACT NO.: 08-468004 DISREGARD PRINTS BEARING EARLIER REVISION DATES � REVISION DATEM11 SHEET OFLLJ z � 10/ 10 01/ /11 02/01/12 1 2 23 U) #4 @, 8" Max stagger on each side of #4 vertical k 6" Li' Top soi re i of . mesh N `L Bottom so 0 re i of . mesh, > see Note 1 o U) * aD c .L 0 TYPE "D" TOP PANEL 1 "=1 '-0" X- 6" where mat spacing is G 2'-6" NIOTC C . x C 0 N in FEE L U Ln N .L #4 -1 1_ f------ 0 N #4 @, 8" Max stagger on each side of #4 vertical bars--�---- U = M � TYPE "E" TOP PANEL 1 . Omit bottom soil reinforcement mat 1 "=1 -0" when spacing between top and bottom mat is less than 9" 2. Omit intermediate soiI reinforcement mesh when spacing between top and intermediate mat is less than 6" 3. See "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO.1 " sheet for panel TYPE "A", "B" AND "C" 4. Architectural Treatment not shown Top so i reinfo mesh Intermediate soil reinfo mesh, see Note 2 Bottom so reinfo mesh 0 4- x . o C: O N Q0 TABLE 1: WELDED WIRE MAT SOIL REINFORCEMENT LAYOUT DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 61 4 624 D l ' 02/01/12 ES SIO RE(GIST)ERED CIVIL ENGINEER DATE Q Nq 03/29/11 Brett Makley - z PLANS APPROVAL DATE � No. C66397 M The State of California or its officers or agents Exp. shall not be responsible for the accuracy or 4 CIVIL 1 completeness of electronic copies of this plan sheet, ST TF of CALIFO P SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Design H 15 17.5 20 22.5 25 27.5 30 32.5 35 BW 11 12 14 16 18 19 21 23 25 29W1 1 xW1 1 +6"x9" 29W1 1 xW1 1 +6"x9" 2@W1 1 xW1 1 +6"x9" 5@,W1 1 xW1 1 +6"x1 8" 5@,W1 1 xW1 1 +6"x1 8" 5@,W1 1 xW1 1 +6"x1 8" 1 O@,W1 1 xW1 1 +6"x24" 1 O@,W1 1 xW1 1 +6"x24" 1 O@,W1 1 xW1 1 +6"x24" Reinforcing Mesh 29W1 1 xW1 1 +6"x1 2" 2@,W1 1 xW1 1 +6"x1 2" 3@,W1 1 xW1 1 +6"x1 8" 4@,W1 1 xW1 1 +6"x24" 5@,W1 1 xW1 1 +6"x24" 5@,W1 1 xW1 1 +6"x24" 2@,W1 5xW1 1 +6"x30" 3@,W1 5xW1 1 +6"x30" 4@,W1 5xW1 1 +6"x30" configuration, from the top down �� �� 1 @,W1 1 xW1 1 +6 x1 8 �� �� 1 @,W1 1 xW1 1 +6 x1 8 �� �� 3@,W1 1 xW1 1 +6 x24 �� 1 @,W1 1 xW1 1 +6"x30 1 WW1 1 xW1 1 +6"x24" 2@,W1 1 xW1 1 +6"x24" * Mesh configuration = # of mats @, longitudinal wire size x transverse wire size + longitudinal wire spacing x transverse wire spacing KI(1TC - The Contractor sha I I verify a controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) DESIGN DETAILS QUANTITIES BY Tim Fuller CHECKED Pete Smith PREPARED FOR THE BY Yihong Wang CHECKED Pete Smith STATE OF CALIFORNIA BY CHECKED DEPARTMENT OF TRANSPORTATION Tim Fuller Caro I i na Lopez -Toro ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 Brett Mak I ey PROJECT ENGINEER UNIT: 2232 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 PANEL DETAILS NO. 1 DISREGARD PRINTS BEARING REVISION DATES SHEET OF CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10/ 10 01/ /11 02/01/12 07/ /10 13 23 w Q -69 0 I I 0 W 0 w Q 0 n, w V) I I W Q 311 min clr Typ See Note 1 3'-01' dia CIDH pile centered between welded wire mats, see ''ROAD PLANS'' pma B C 9" 5 spaces 5 spaces 9" @,6 961 PLAN OF MODIFIED PANELS 11=1 /_011 2 L 3 I/2 x 3 I/2 x 716 ASTM A36M Galvanized Slot 7/g" x 1" 4 locations Type 61A-5-100 signal pole, see ''ROAD PLANS'' «zoozozozoozo a o o a o 0 Longitunial wires, Typ SECTION A -A I/2••=1 /_011 8 - --------------------------------------------- \ J — J — — The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 3/_0" PANEL CONNECTOR DETAIL 311=1 /_011 BY DESIGN Tim Fuller BY DETAILS Y i hong Wan QUANTITIES BY Tim Fuller Transverse wires, Typ Modif ie p a n Panel Connector Typ Modified Type ''All pane I s Deta i I A SECTION B -B I/211-1 /_0.. Mod if i ed Type 1lD1l pan-' � Pane Connector Typ ( Bottom of top panel Mod i f i e( Type ''A panels Longitudinal wires, Typ DETAIL A 311=1 /—oil ---- - - - - -- Bottom of top panel SECTION C -C I/211-1 /_0.. wire connector mat Longitudinal wire bolt, id i nsta 11 CHECKED Pete Smith PREPARED FOR THE Brett Mak I ey CHECKED Pete Smith STATE OF CALIFORNIA PROJECT ENGINEER CHECKED Carolina Lopez -Toro DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST r• roti ��� DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 O 624 D ' l 02/01/12 FZpFESS1 RE ISRED CIVIL ENGINEER DATE �o Q Nq� z Brett Makley Z 03/29/11 W No. C66397 PLANS APPROVAL DATE M The State of California or its officers or agents it Exp. CIVIL U) 0 completeness of electronic copies of this plan sheet, OF CALZFO�� SANBAG 0 0 0 0 0 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 E N NF 3 0 0 0 0 0 0 Slot 7/g" x 1" 4 locations Type 61A-5-100 signal pole, see ''ROAD PLANS'' «zoozozozoozo a o o a o 0 Longitunial wires, Typ SECTION A -A I/2••=1 /_011 8 - --------------------------------------------- \ J — J — — The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 3/_0" PANEL CONNECTOR DETAIL 311=1 /_011 BY DESIGN Tim Fuller BY DETAILS Y i hong Wan QUANTITIES BY Tim Fuller Transverse wires, Typ Modif ie p a n Panel Connector Typ Modified Type ''All pane I s Deta i I A SECTION B -B I/211-1 /_0.. Mod if i ed Type 1lD1l pan-' � Pane Connector Typ ( Bottom of top panel Mod i f i e( Type ''A panels Longitudinal wires, Typ DETAIL A 311=1 /—oil ---- - - - - -- Bottom of top panel SECTION C -C I/211-1 /_0.. wire connector mat Longitudinal wire bolt, id i nsta 11 CHECKED Pete Smith PREPARED FOR THE Brett Mak I ey CHECKED Pete Smith STATE OF CALIFORNIA PROJECT ENGINEER CHECKED Carolina Lopez -Toro DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES UNIT: 2232 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE _> REQUEST r• roti ��� DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 61 5 624 D ' l 02/01/12 FZpFESS1 RE ISRED CIVIL ENGINEER DATE �o Q Nq� Brett Makley Z 03/29/11 W No. C66397 PLANS APPROVAL DATE M The State of California or its officers or agents it Exp. CIVIL S shall not be responsible for the accuracy or q SP T TF completeness of electronic copies of this plan sheet, OF CALZFO�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 1 o Place weIded wire mats to fac i I i tate dri I I ing of CIDH pi leo 2. Limits extend to first row of mats below bottom of CIDH pile. 3. For panel and welded wire mat details not shown, see elsewhere i n plans. 4. Fractured Rib Texture not shown BRIDGE NO. 54E0100 RETAINING WALL 696 POST MILES 13.2 PANEL DETAILS N0. 2 DISREGARD PRINTS BEARING REVISION DATES SHEET CONTRACT NO.: 08-468004 EARLIER REVISION DATES 10,1010 01/ /11 102/01/1210,7,/DT/'110 14 w II 0 W 0 J 0- W i� %11 chamfer when no raised reli HORIZONTAL JOINT DETAIL No Scale Dr of face panel 1*1 See "HORIZONTAL JOINT DETAIL" i #4 Tot 11 C\1 equally spaced #4 --- ------------- #4 8" Max a� _ = O • CO .0 We I ded E wire mats N O z O Ln #4, Tot 11 = • �� 3 TYPE A�� 1 INTERMEDIATE PANEL No Scale STANDARD DRAWING APPROVED BY K. GR/SWERELEASED BY LL F200ER7-0 LACALLE i FILE x s 1 3 OZ O� I� RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF NO.APPROVAL DATE 5-6-08 RELEASE DATE REVISED DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) 5'-0" nominal length PLAN - FACE PANEL No Scale NOTES: 1. Architectural treatment not shown. 2. Place reinforced elastomeric bearing pads in all of the panel joints between the panels. Place one in each vertical joint where the horizontal joint intersects it. Place two per panel in each horizontal joint. Y4" x 2%" x 6" for vertical joints %4" x 4" x 6" for horizontal joints. 3. Bond a strip of filter fabric, 1' - 0" wide, over the full length of all panel joints. N _Q0 N TYPE "C" 1 3 BOTTOM PANEL No Scale - Welded wire mats See "VERTICAL JOINT DETAIL" %11 chamfer when no ra I SE Rea r of f ace par I. , DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 10 12.3/14.1 616 624 E S S ION q� R IS ERED ENGINEER - CIVIL 0 Brett Makley z 03/29/11 U NO . C66397 M PLANS APPROVAL DATE Exp. The State of California or its officers or agents s� C I V I L P shall not be responsible for the accuracy or qTF OF CA 1F0 completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 L U = a T F- . N #4 G, 8 " Max Ln ---------------- #4 ------------ —#4 Tot 6 = equally spaced r = n T Minor Concrete-----/"* 1,-0" Leveling pad Typ TYPE "B'' <14 BOTTOM HALF PANEL No Scale N D O Welded z wire mat N 1 Revised detail STATE OF DIVISION OF 2 Removed detail CALIFORNIA 3 Removed scale DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES ORIGINAL SCALE IN INCHES I I I I I I I ICU 08224 FOR REDUCED PLANS 0 1 2 3 E A 4 6 8 0 0 1 VERTICAL JOINT DETAIL 0 No Scale O SPECIAL DETAILS RETAINING WALL 696 BRIDGE NO. BRIDGE MECHANICALLY STABILIZED EMBANKMENT 54EO1 01 POST MILE 13.2 DISREGARD PRINTS BEARING EARLIER REVISION DATES 10- 173 USERNAME => $USER DETAIL NO. 1 REVISION DATES (PRELIMINARY STAGE ONLY) /1 10/ /1 d 1 /Z /11 2/01 /1 SHEETI OF 15 1 23 $REQUEST w 0 w 0 J IL W i w 0 a)C L o .3 O � z � o 0 0 4- 0) C 0 COUF Transverse wires W11 I_ 5 spaces Q 6" Longitudina w i res 5� Note D n PLAN OF PANEL WITH WELDED WIRE MAT No scale Notes: 10 Distance as required to permit coupler to be swaged. Place #4 bar, 3' - 2'' long, centered on connector mat, but not welded to it. 03 Length equals ''Base width" of wall, except it shall not be less than 16' for the top 2 levels of mats at the top of the wa I I ® All Transverse Wires size W11 at various spacings as shown elsewhere in plans. 05 All Longitudinal Wires at 611 spacing, of various sizes, as shown elsewhere in plans. GENERAL NOTES (MSE WALLS) Live loading: Surcharge = 240 Ib/ft2 Soil parameters: Internal design 3409 y = 120 I b/ft3 External design (� (Backf i I I ) = 3409 y = 120 I b/ft3 (b(Foundation) = 300 Precast concrete panels: f'c = 49000 psi (Concrete compressive strength at 28 days) fy = 609000 psi (Yield strength of reinforcement) Soil reinforcement: Welded wire mats: fy = 659000 psi (Yield strength) Coupler: fy = 369000 psi (Yield strength) Corrosion rate = 1.1 mils/year Reinforced concrete: f'c = 39600 psi, except as noted (Concrete compressive strength at 28 days) fy = 609000 psi (Yield strength of reinforcement) MSE = Mechanically stabilized embankment SECTION B -B No scale of ckness = 1/41' t i re mat )wn DIST. COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12.3/14.1 R IS ERED ENGINEER — CIVIL 03/29/11 SHEET TOTAL NO. SHEETS 617 624 O Q�OFESS jON q� 0 Brett Makley z LU No. C66397 M PLANS APPROVAL DATE Exp. The State of California or its officers or agents P C I V I L P shall not be responsible for the accuracy or qTF OF CALIFO��� completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 RETAINING WALL 696 STANDARD DRAWING STATE OF BRIDGE NO. APPROVED BY K. GR/SWELL RELEASED BY F20BERT0 LACALLE DIVISION OF 54E0100 MECHANICALLY STABILIZED EMBANKMENT FILE x s 1 3- OZ O- 2e RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF CALIFORNIA POST MILE APPROVAL DATE 5-6-08 RELEASE DATE 5-6-08 DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES 13.2 DETAIL NO o 2 DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES CU 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 E A 4 6 8 0 01 EARLIER REVISION DATES � 3/ /1 7/ /1 10/ /1 1/ /11 2/01/1 16 23 USERNAME => $USER $REQUEST w MSE Face i Place vertical bearing pads where horizontal panel joint intersects vertical panel joint. Welded wire mats LevE 3/,11 VVI Ik. I C1 C VVa (wingwall$ return wa or retaining wall) MSE FACE PANEL -TO -CONCRETE WALL JOINT DETAIL LEGEND: 10 Bond a strip of filter fabric, V-6'' -6'' wide, to back of MSE panels and the adjacent concrete wall for entire length of vertical joint. O2 Bond expansion joint material to the concrete wall. O3 Offset between face of MSE face panel and face of the concrete wall as dictated by location of layout lines shown elsewhere in Project Plans. O 611 TyP ® REAR ELEVATION 1'-0" wide strip of filter fabric bonded to adjacent panels fu I I length of both vertical and horizontal panel joints. Neoprene plug (may radially at one loc W 1 1 x 10'-0'' see Note 2 Fill void see Note Encapsulate - see Note 4 NOTES: DIST. COUNTY ROUTE POST MILES TOTAL PROJECT 08 SBd 10 12.3/14.1 -k4D�Z:� R IS ERED ENGINEER - CIVIL 03/29/11 SHEET TOTAL NO. SHEETS 618 624 O Q�OFESS jON q� 0 Brett Makley z LU No. C66397 M PLANS APPROVAL DATE Exp. The State of California or its officers or agents s, C I V I L P shall not be responsible for the accuracy or qTF OF CALIFO��1 completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Front of face pane Inspection wire see Note 1 ied or cored hole SECTION THRU INSPECTION WIRE 1. Center inspection wire in face panel. 2. Fabricate inspection wires f rom W11 wire representative of the welded wire mats, with %11 d i a - 16 UNC threads for at I east 1 %2" of one end 3. Place inspection wire horizontal and perpendicular to the wall panel prior to backfilling. After backfill placement to a level at least 2'-011 above the Inspection wire, dry pack opening with 1000 to 1500 psi mortar. Trowel mortar smooth and flush with face of panel. 4. Encapsulate threaded end with corrosion inhibiting mastic, and secure round vinyl cover with nylon tie. UNC = Unified coarse threads SPECIAL DETAILS RETAINING WALL 696 STANDARD DRAWINGBRIDGE 1O Revised detail STATE OF DIVISION OF NO. 54E0100 MECHANICALLY STABILIZED EMBANKMENT K. GR/SE APPROVED BY WLL OBO LACALL RELEASED BY RERTE CALIFORNIA Q FILE xs13 OZO�V NO.RESPONSIBLE RESPONSIBLE TECHNICAL SPECIALIST OFFICE CHIEF ENGINEERING S E R V I C E S POST MILE APPROVAL DATE 5-6-08 RELEASE DATE REVISED DEPARTMENT OF TRANSPORTATION 13.2 DETAIL NO. 3 DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES CU 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 E A 4 6 8 0 01 EARLIER REVISION DATES 3/ /1 7/ 1/110/ 1/1/ /11 1 2/01 A 17 23 USERNAME => $USER $REQUEST LJ 0 W 0 J IL LJ w SECTION AT TOP OF WALL WITH BARRIER SLAB AND CONCRETE BARRIER Concrete Barrier Type 732 (Mod) 1'-5" Concrete Barrier 1 ' -53/4" Type 736 (Mod) Layout Line - Barrier Slab Top of Wa I I I_ o III - o t9 I "c" bar = #6 X 49'-2" �I N N O11 O HMA Overlay on barrier slab, see "ROAD PLANS" 2'Cir 2 7 Fractured Rib Texture - Face panel See Note 4 2•• N I N 6/ -oil Cable railing Std CLCha i n I ink fence > i gnat i on 1 0 nation 00) #4 tot. 11 C:C:\' 9 a Bar designationa a�:C: N U /]1'W// 1 II 1 II 1 II f a be a be a be a- - Bar des i gnat i on 0:� --- ------------------ #5 1'-0" 6 Spaces @, 6" 3" 4 min #5_ 1'-0" --------------------------- SECTION AT TOP OF WALL WITH BARRIER SLAB O WITH PAVING NOTCH AND CONCRETE BARRIER STANDARD DRAWING APPROVED BY K. GR/SWERELEASED BY LL F200ERT0 LACALLE A FILE x s 1 3 OZ O� 4e RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF NO.APPROVAL DATE 5-6-08 RELEASE DATE REVISED DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) Layout line — Plan 1311-47 or 'Kd. Plan B11-7 4" x 5" 9" or 5" 0 x 9" post p ket Top of wa 7 11 o � 14 15 � I 2" cIr,typ #4 F @, 1 ' -0" 'except 2spaces at 6" each side of post pocket§ V-311, -311 2/ -oil a• L_ c X E o FG Concrete gutter Std. Plan 133-9 21/2 c I r, typ 412" exten, 1 -3" min into fac pane Face pa el SECTION AT TOP OF WALL 0 WITH COPING AND GUTTER CONCRETE BARRIER TYPE 60D (MOD) AT FACE OF MSE WALL Welded Wire Mats O DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT N0. SHEETS 08 SBd 10 14.8/15.5 619 624 F E S S ION q� R9QIS ERED ENGINEER - CIVIL Brett Makley z 03/29/11 � NO . C66397 PLANS APPROVAL DATE i, Exp. The State of California or its officers or agents s� C I V I L P shall not be responsible for the accuracy or qTF of CALIFO�`�~ti completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 NOTES RIVERSIDE, CA 92507 10 Clearance to reinforcing steel in concrete barrier to be 1 2. Not all barrier reinforcement shown. 3.No expansion joints in concrete barrier or barrier slab within MSE wall limits. 4. Specific concrete barrier to be utilized as shown on typical section elsewhere in Pro j ect P I ans 5.Install cable railing or chain link fence when indicated in Project Plans. LEGEND: 10 1" Expanded polystyrene. 02 2" Expanded polystyrene. Recess expanded polystyrene 2'' Into barrier slab. 03 Contact joint. 04 Welded Wire Mat Soil reinforcement. 05 #5 L a 1'-4" (To be in place prior to 6/4 barrier slab concrete). O#5@, 8" (To be in place prior to 6/4'' barrier slab concrete). O #5 z: #5 @1 1 /-oil (0 3/-411 08 #5 4/-7119 1 ' -0" bundled with 90 bars (�)#5 1 @1 1 ' -0" O1 011 a 11bar = #6 continuous . ''b'' bar = #6 X 59 -0 "c" bar = #6 X 49'-2" Place "b" and "c" bars at beginning and ending ends of barrier slab. O11 O HMA Overlay on barrier slab, see "ROAD PLANS" ipacted 1 2 4/-0'' wide pavement reinforcing fabric. lal 13 Except 9" when coping and barrier slab occur along the top of the some wall. 14 Except 2'-0" when coping and barrier slab occur along the top of the same wall. 1 5 I/2" expansion joints i n coping at every fourth panel joint. 0 SPECIAL DETAILS 1 Revised detail STATE OF DIVISION OF 2 Revised note CALIFORNIA 3 Removed detail DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES ORIGINAL SCALE IN INCHES I I I I I I I ICU 08224 FOR REDUCED PLANS 0 1 2 3 EA 468101 RETAINING WALL 696 BRIDGE NO. BRIDGE MECHANICALLY STABILIZED EMBANKMENT 54EO1 01 POST MILE 13.2 DISREGARD PRINTS BEARING EARLIER REVISION DATES 10- 173 USERNAME => $USER DETAIL N0. 4 REVISION DATES (PRELIMINARY STAGE ONLY) 0 -111,1101,G -K,11 A 1/ 111 21011121 1 SHEETI OF 18 1 23 $REQUEST LJ II 0 w 0 J IL LJ w Layout IinP C N C - Leveling Note 1 2/ 2/ � 8" Underdrain 0. LIMITS OF EXCAVATION No Scale Existing ground line — 2/ _Oil O C 8" Underdrain 0. SLOPING FINISHED SURFACE above Elev. top ded wire mats 2 0 Note 1 2/ _oil FS or excavation limits EXCAVATION 1 Q0 3/ -0" OUTLET PIPE 3 /_0 CLEANOUT PIPE BACKFILL OUTLET OR CLEANOUT PIPE FOR UNDERDRAIN No Scale ABBREVIATIONS OG Original ground FS Planned finished surface GP Planned grading plane 8" Underdrain ROADWAY SECTION WITH BASE WIDTH 16' OR GREATER DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS SBd 10 12.3/14.1 620 624 E S S ION q� R IS ERED ENGINEER — CIVIL Brett Makley z 03/29/11 W No. 166397 PLANS APPROVAL DATE Exp. The State of California or its officers or agents C I V I L P shall not be responsible for the accuracy or qTF OF CALIFa�`�~ti completeness of electronic copies of this plan sheet. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 NOTES: Limits to FS except to GP when in roadway section. LEGEND 2. Locate 8'' perforated underdrain below bottom level of welded wire mats. Limits of structure excavation 3. Maximum spacing of outlet pipes is 200 ft. Limits of structure backfill 4. At sa ys in profile of underdrain, install outlet Limits of permeable material pipe or each direction of flow. 2 Note 1 2/ -oil - L to 2 16 / -0" I� �_ 8" Underdra i n 1 ROADWAY SECTION WITH 1 � / 0 BASE WIDTH LESS THAN 16 LIMITS OF BACKFILL SPECIAL DETAILS No Scale RETAINING WALL 696 STANDARD DRAWING O Revised detail STATE OF BRIDGE NO. MECHANICALLY STABILIZED EMBANKMENT APPROVED BY K. GR/SWELL RELEASED BY F200ER7-0 LACALLE DIVISION OF 54 E 0100 FILE W3 -020-6e RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF CALIFORNIA POST MILE APPROVAL DATE 5-6-08 RELEASE DATE —REVISED DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES 13.2 DETAIL NO. 6 DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES CU 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET of FOR REDUCED PLANS 0 1 2 3 E A 4 6 8 0 01 EARLIER REVISION DATES INN 3/ /1 7/ /1 10/ /1 1/ /11 210111 19 23 USERNAME => $USER $REQUEST w Q 0 w i w BENCHMARKS POST MILES DIST COUNTY ROUTE TOTAL PROJECT No SHEET TOTAL SHEETS 08 SBd 10 12.3/14.1 621 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) N Vertical control based on NAVD- 88 (NGS NAVD88) 4 705 6 7 8 9 4 02101112 Pt 1010 7 g 700 1 2 9 3 Q�OFESSIO ENGINEER DATE � REGISTERED CIVIL o ° N: 1846472°883 E: 6716510°983 Elevation: 1054°523 695 6 "I-10'' LINE �z SET MAG NL & FLASH FOR AT 4 705 6 7 g 9 s.PIRATHIVIRAJ 03/29/11 rn Pt. 5001 695 6 7 8 700 1 2 "R5" 8" 3 � No. C71662 PLANS APPROVAL DATE 1/13 EXP, 12/3L N: 1846561 .879 E: 6716362.130 E I evat I on: 1025.534 821 LINE The State of California or its officers or agents � SETS REBAR �W/'AECP LS 4430'' PLUG 30' +/- SLY OF RAILS 9 A-09-1 26 A-09-003 shall not be responsible for the accuracy or s CIVIL 100' +/- W LY OF CHERRY RW 696 completeness of scanned copies of this plan sheet. F OF CALIFO� Pt. 5002 N: 1846574.454 E: 6716783.325 Elevation: 1027°134 SANBAG SET R �BAR'WY OFCCHERRYLS 430 PLUG 30 +/- SLY OF RAILS, PLAN 1 1 70 W 3RD STREET SAN BERNARDINO, CA 92410 300' 1" - 80' EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E NOTES FOUNTAINA A 92708 (1) This LOTB sheet was prepared in accordance with the Ca I trans Soil and Rock Logging, Classification and Presentation Manual ( June 2007). (2) 2.4 11 sampIes were taken using a California Modified Sampler. (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs falling a distance of 30'' was used to advance the drive sampler. (4) Conversion factor from 2.4'' Modified California Ring Sampler b I owcounts +1 co Ln +_ �00 Ln "I-10" Line o QO_ A _ 0 003 STA. 698+99±9 64RT± +1060 +1060 EI. +1057°5 ft � 6 Asphalt Concrete SILTY SAND with GRAVEL (SM): very dense, olive, moist, little fine GRAVEL, mostly 46 1 ° 4 1 :. OM coarse to fine SAND, I i tt I e fines, noneIastic, weak cementation +1050 T.16312.4 +1050 2 ~ ° M UW SILTY SAND (SM) : dense, olive -brown, moist, few fine GRAVEL, mostly coarse to A —09-126 31 1.4 3 M PA fine SAND, little fines, nonplastic, weak cementation N/ .44 11% coarse to fine GRAVEL, ines 68% coarse to fine SAND, 21% fines E I . +1042.0 ft +1040 90/11 °4 13611.4 6 Poorly graded SAND with SILT and GRAVEL (SP -SM): denseolive-brown, moist, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak 6 Asphalt Concrete, 9 Base SILTY SAND(SM):very dense, IIve, moist, Ine olive oIst, few fine mostly coarse to fine SAND, little fines, nonplastic, —+1040 GRAVEL , weak 90/11 2°4 7 cementat i on SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation 63 1.4 1 cementationSILTY F3_9T1 8 OM +1030 °4 .,::.`. becomes very dense PoorIy graded SAND with SILT and GRAVEL (SP -SM): dense, olive -brown, moist, little 150/6''12.41 2 Bulk 1 0 SE +10M ^ 55 2°4 9 M UW OO coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak 27 1 4 M becomes dense r cementat i on .4 r,i z 57 1 ° 4 10 OM SILTY SAND (SM); dense, olive -brown moist, trace fine GRAVEL, mostly coarse to to fine SAND, I I tt I e f I nes, nonp I asi' i c, weak cementation 51 2.4 5 . OM UW DS dark brown D +1020 0 SILTY SAND with GRAVEL (SM): very dense, olive -brown moist, I i tt I e fine GRAVEL, , +1020 0 78 2.4 11 : ; UW DS PA mostly coarse to fine SAND, little fines, nonplastic weak cementation 26 1 .4 6 t' M O Poorly graded SAND with GRAVEL(SP):dense, olive -gray, z Q w Poorly graded SAND with SILT and GRAVEL (SP -SM): dense olive -brown dry, 43% coarse f i neGRAVEL, 52% coarse to fine SAND, 5% fines, nonp I ast i c, weak 'cementation , , dr little coarse to fine GRAVEL most) coarse to fine J 58 1 ° 4 12A;-*':--' t OMPoor ---_to 50/4 2.4 7 '' OM UW SANG, trace fines, nonpIastic, weak cementation becomes dense, LU +1010 ;: I y graded SAND with GRAVEL (SP): very dense o I i ve- ray dry, little coarse to ' very no recovery +1010 f i ne GRAVEL, most I y coarse to f i ne SAND, trace f i nes, nonplastic, weak cementation REF /4.5 2.4 13 ::.` OM UW No Recovery, 5'' cobble ecountered 68 1 .4 8 ,' OM 50/6 1 °4 14 `OM 50/6 2.4 9 ;. `0 UW +1 000 _+1000 REF /6 12. 4 15 Poorly graded SAND with GRAVEL (SP): very dense, o I i ve-gray, dry, little coarse to 50/5 1 .4 10 63 1, 4 16 OM fine GRAVEL, mostly coarse to fine SAND, trace f i nes, nonplastic, weak cementation +990 Terminated at EI. 996.0 Dr I I I ed on 9/16/2009 ft REF /6'' 2.4 11 `' OM UW becomes moist +990 Hammer Energy Ratio (ER i =75%) Groundwater not Encountered During Dri I I ing 165111.4111:2 .`;.OM +980 50/5 2.4 13 � OM UW Poorly graded SAND with SILT and GRAVEL (SP -SM): very +980 PROFILE dense, olive -brown, moist, little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonpIastic, weak �� VERTICAL 1 = 10 Terminated at Drilled on E I. 981 .0 ft 10/21/2009 cementation HORIZONTAL 1 " = 20' Hammer Energy Ratio (ERi=75%) Groundwater not Encountered During Drilling +970 +970 Stationing along ''I-10'' Line 695+00 696+00 697+00 698+00 699+00 700+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED STATE OF FOR THE CALIFORNIA S. Pirathiviraj BRIDGE NO. 54EO100 R E T A I N I N G W A L L 696 DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 09/16/09 to 10/21 /09 DEPARTMENT OF TRANSPORTATION 13.2 L 0 G OF T E S T B 0 R I N G S 1 OF 4 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ORIGINAL SCALE IN INCHES j I I I FOR REDUCED PLANS 0 1 I I I 2 3 UNIT: PROJECT NUMBER & PHASE: 2232 DISREGARD PRINTS BEARING 08000007441 EARLIER REVISION DATES CM103/ REVISION DATES SHEET OF 10 07/ 10 10/ 10 1 /11 017/111 02/01/12 1 1 1 1 20 1 23 FILE => $REQUEST CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 w 0 J EL w w Q 0 EO 0 LU 0 a - LU a 0 CL w V) W in BENCHMARKS POST MILES DIST COUNTY ROUTE TOTAL PROJECT No SHEET TOTAL SHEETS 08 SBd 10 12.3/14.1 622 624 Horizontal coordinates are CCS NAD -83 (NSRS2007) N Vertical control based on NAVD- 88 (NGS NAVD88) 4 705 9 6 7 8 4 02101112 Pt 1010 7 g 700 1 2 9 3 Q�OFESSIO ENGINEER DATE � REGISTERED CIVIL o ° 695 N: 1846472°883 E: 6716510°983 Elevation: 1054°523 6 "I-10'' LINE �z SET MAG NL & FLASH FOR AT A-09-1297 4 705 s.PIRATHIVIRAJ 6 8 03/29/11 695 Pt.5001 6 7 8 9 700 1 2 1 �� ® 8�� No.—C71662 ❑ A-09-1 30 PLANS APPROVAL DATE M N: 1 846561 .879 E: 671 6362.1 30 E I evat I on: 1025.534 ''R5'' LINE The State of California or its officers or agents � EXP, 12/31/13 SETS REBAR �W/''AECP LS 4430'' PLUG 30' +/- SLY OF RAILS9 sT shall not be responsible for the accuracy or q TF CIVIL P �. 100' +/- W LY OF CHERRY RW 696 completeness of scanned copies of this plan sheet. OF CAL VO Pt. 5002 N: 1846574.454 E: 6716783.325 Elevation: 1 027.1 34SET SANBAG LS 430'PLUG 30 +/- SLY OF RAILS, R �BAR'WY PLAN 1 1 70 W 3RD STREET SAN BERNARDINO, CA 92410 OFCCHERRY 300' 1" - 80' EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E NOTES FOUNTAINA A 92708 (1) This LOTB sheet was prepared in accordance with the Ca I trans Soil and Rock Logging, Classification and Presentation Manual ( June 2007) . (2) 2.4" samples were taken using a California Modified Sampler. (3) An automatic trip hammer system consisting of a hammer weight of 140 lbs falling a distance of 30'' was used to advance the drive sampler. (4) Conversion factor from 2.4" Modified California Ring Sampler b I owcounts "I-10" Line STA. 707+51±9 76RT± +1 - F- C) 0 rl- +7 Qo c_ + +1040 �o +1040 o¢ A -09 -130 A-09-129 EI. +1031.6 ft 8 +1030 El. +1029.0 ft ® -SILTY SAND (SM): medium dense, ,brown to dark olive -brown, dr few few coarse to —+1030 -SILTY SAND with GRAVEL (SM): medium dense, o I i ve-brown, dry, little coarse to fine fine GRAVEL, mostly coarse to f 1 ne SAND, little fines, nonp I ast 1 c, weak cementation GRAVEL, mostly coarse to fine SAND, little f i nes, nonp I ast i c, weak cementation 11311.41 1 A 28 FS4 Poorly graded SAND with SILT and GRAVELense, oIive-brown, moist, I i tt I e coarse SP -SM): dense, to fine SD, few fines, to fine GRAVEL, +1020 mostly coarse nonplastic, weak cementation 59 .4 2 Well , ;graded GRAVEL with SILT and SAND (GW -GM): dense, olive -gray, dry49% coarse --+1020 78 2.4J2*....(M) W PoorI grad d S ND with GRAVEL (SP): v ry d nse oIiv - ray, dry 40/ coarse to fineSILTY 0 to fine GRAVEL, 46% coarse to fine SAND, 5% fines, nonplastic,weak eBu1k mentation 0GRAVEL, , 56% coarse to fine SAND, 4% fines, nonplastic, weak cementation 41 SMBuIk AND (SM): browndry, few coarse to fine GRAVEL, mostly coarse to fine SAND,. No Recovery I 1 tt I e fines, nonp1ast1c, weak cementation 3411.4 3 , :. O REF /4 2.4 4 O Poor I y graded SAND with GRAVEL (SP): very dense, o live -gray, dry, little coarse to Ones +1010 ; : fine GRAVEL, most 1 y coarse to fine SAND, trace nes, nonplastic, 1 ast 1 c, weak cementation +1010 REF /5 2.4 4 ':` OM No recovery Poor I y graded SAND with SILT and GRAVEL (SP -SM): very dense, gray, dry,. I i tt I e 60 1 .4 5 OM coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonpIast1c, weak m 72 1 .4 5 cementation D z +1000 REF /4 2.4 6 M 0 50 2.4 1 6 +OM UW SILTY SAND (SM); dense, olive -brown ,dry, few coarse to fine GRAVEL, mostly coarse _+1000 to fine SAND, 11 tt 1 e fines, nonp 1 ash 1 c, weak cementation — Poorly raded GRAVEL with th S LT and SAND (GP -GM): very dense, o I i v - ra dr most I e g, y,w dry, y y e RAV I A D( ) e wfines, qo Q Terminated at E 1. 998.8 ftDr coarse fine GRA EL, some coarse to fine SAND, few f 1 nes, nonplastic, eek cementation Terminated at E I. 1000.1 ft w Dr i I led on 9/25/2009 i I led on Hammer Energy 9/25/2009 Ratio (ER i =75%) +g 90 Hammer Energy Ratio (ER i =75%) LU Groundwater not Encountered During Drilling Groundwater not Encountered During Drilling +990 +980 +980 +970 +970 +960 +960 PROFILE VERTICAL 1 " = 10' HORIZONTAL 1 " = 20' +950 +950 Stationing along ''I-10'' Line 702+00 703+00 704+00 705+00 706+00 707+00 R. Zezoff DRAWN BY J. Fang R. Jie PREPARED STATE OF FOR THE S. Pirathiviraj CALIFORNIA BRIDGE NO. 54EO102 R E T A I N I N G W A L L 696 DESIGN OVERSIGHT FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES CHECKED BY L. Cheung DATE: 09/16/09 to 10/21 /09 DEPARTMENT OF TRANSPORTATION 13.2 L 0 G OF T E S T BORINGS 2 OF 4 SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) ORIGINAL SCALE IN INCHES j I I I FOR REDUCED PLANS 0 1 I I I UNIT: 2 3 PROJECT 2232 DISREGARD PRINTS BEARING NUMBER & PHASE: 08000007441 EARLIER REVISION DATES CM103/ REVISION DATES SHEET OF 10 07/ 10 10/ 10 01/7,11 1/ 11 02/01/12 1 1 1 1 21 1 23 FILE => $REQUEST CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 w 0 J EL W a w Q EO 0 LU 0 a - LU a 0 CL w V) W in REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) CEMENTATION Description Criteria Weak Crumb I es or breaks w i th hand I i ng or A i tt I e f i nger pressure. Moderate Crumbles or breaks with considerable Rotary drilled boring finger pressure. Strong Will not crumble or break with finger " pressure. BOREHOLE IDENTIFICATION Symbol Hole Type Description s�Ze A Auger Boring s�Ze R Rotary drilled boring Strength (tsf) P Rotary percussion boring (air) " R Rotary drilled diamond core N HD Hand driven (1 -inch soil tube) HA Hand Auger ® D Dynamic Cone Penetration Boring ® CPT Cone Penetration Test (ASTM D 5778-95) r , 0 Other L_J 0.25 to 0.50 Penetrated severa I inches by and kneading to reach the plastic I i m i t. The Note: Size in inches. Top Hole E I . Casing driven — Size of Sampler (inches) SPT N -Value (per ASTM 1586-99), P = push sample, or as noted R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE C_ 0 0 U 0 Hole I.D. o 000 O op0< c 3 'I Description of materia Muw uu --Field & Lab Tests GWS Elev. Date measured Material change Estimated material change Soil/Rock boundary Boring Date Terminated at E I ev Hammer Energy Ratio (ERi) _ ROTARY BORING OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheang CONSISTENCY OF COHESIVE SOILS PLASTICITY OF Unconfined Pocket Description Description Compress i ve Penetrometer Torvane Field Approximation Measurement (tsf ) A 1/8 -inch thread cannot be rolled Strength (tsf) Measurement (tsf) Very Soft < 0.25 < 0.25 < 0.12 Easily penetrated several inches plastic limit. along sleeve friction by fist Soft 0.25 to 0.50 0.25 to 0.50 0.12 to 0.25 Easily penetrated several inches The thread cannot be rero I I ed after reaching the plastic limit. The lump crumbles pressure measured by thumb Medium Stiff 0.50 to 1.0 0.50 to 1.0 0.25 to 0.50 Penetrated severa I inches by and kneading to reach the plastic I i m i t. The thread High thumb with moderate effort formed without crumbling when drier than Readily indented by thumb but Stiff 1 to 2 1 to 2 0.50 to 1.0 penetrated only with great effort Very Stiff 2 to 4 2 to 4 1.0 to 2.0 Readily indented by thumbnail Indented by thumbnail with Hard > 4.0 > 4.0 > 2.0 difficulty F_ 0 0 U 0 Top Hole EI. 00 00 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. drop or as noted) P Date ensured ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: 0()/l (;/09) tn 1 o/21 /n9 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 Top Hole EI. No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 2.2" cone, or as noted) C: 0 4- O U O J Hole I.D. NPC 2 EI 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 623 624 LE02101112 �oFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ z 03/29/11 l No. C71662 M PLANS APPROVAL DATE � . � The State of California or its officers or agents Exp12/31 /13 shall not be responsible for the accuracy or ST4C I V I L �P completeness of scanned copies of this plan sheet. TF of CALIFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 n 01 C: 0 PLASTICITY OF FINE-GRAINED SOILS Description Cr i ter i a Hole I.D. Nonp I ast i c A 1/8 -inch thread cannot be rolled at any water content. LU The thread can barely be rolled and the lump cannot be formed when drier than the Low plastic limit. along sleeve friction Lj The thread is easy to roll and not much time is required to reach the plastic limit . Medium The thread cannot be rero I I ed after reaching the plastic limit. The lump crumbles pressure measured when drier than the plastic limit. It takes considerable time rolling and kneading to reach the plastic I i m i t. The thread High can be rero I I ed several times after reaching the plastic limit. The lump can be formed without crumbling when drier than the plastic limit . F_ 0 0 U 0 Top Hole EI. 00 00 Blows per 12'' 30 (Using 28 Ib hand hammer with a 12'' Hole I.D. Ground water surface GWS Elev. drop or as noted) P Date ensured ° Description of Pulled Pipe materials : - 60 P (S) Sample 500 taken Refusal (S) Boring Date Terminated at E I ev HAND BORING R. J ie FIELD INVESTIGATION BY: DATE: 0()/l (;/09) tn 1 o/21 /n9 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 Top Hole EI. No count recorded Pushed Driving rate in seconds per 12'' (using a Stanley MB 156 percussion hammer and a 2.2" cone, or as noted) C: 0 4- O U O J Hole I.D. NPC 2 EI 4 6 10 37 17 56 91 58 65 60 43 1137 180/09 15 Boring Date 100 DYNAMIC CONE PENETRATION BORING PREPARED FOR THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION S. Pirathiviraj PROJECT ENGINEER UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 623 624 LE02101112 �oFFSSIO REGISTERED CIVIL ENGINEER DATE �o e S. PIRATHIVIRAJ z 03/29/11 l No. C71662 M PLANS APPROVAL DATE � . � The State of California or its officers or agents Exp12/31 /13 shall not be responsible for the accuracy or ST4C I V I L �P completeness of scanned copies of this plan sheet. TF of CALIFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 n 01 C: 0 I- f% Hole I.D. o Top Hole EI. _ LU 0 J Pressure measured Q_ along sleeve friction Lj element (34.88 int Pressure measured area) divided by on tip element pressure measured (2.33 i n 2 area) on tip element. LU Q EO 6 4 2 0 10 20 30 Friction Ratio (%) Tip Bearing (MPa) 200 0 Boring Date LLJ 0 1 n CONE PENETRATION TEST (CPT) SOUNDING w I - <I lr-,) BRIDGE NO. Li 54EO100 RETAINING WALL 696 V) POST MILES 13.2 LOG OF TEST BORINGS 3 0 F 4 w Q REVISION DATES SHEET OF z DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 03M 10 07/10 10/ 10 '0,1a-111111 02101112 1 1 1 1 1 22 1 23 1 v� CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) GROUP SYMBOLS AND NAMES Graphic/Symbol Group Names Graphic/Symbol Group Names ® 0® Very loose GRAVEL 0 - 4 Lean CLAY64bWell-graded 5 to GW Little Medium Dense 15 to Lean CLAY with SAND ®®0 Dense Wel 1 -graded GRAVEL with SAND 31 - 50 Lean CLAY with GRAVEL 50 to > 50 CL SANDY lean CLAY o 00 0 o Poorly graded GRAVEL SANDY lean CLAY with GRAVEL 0 00° GP GRAVELLY lean CLAY 0 o O Poorly graded GRAVEL with SAND GRAVELLY lean CLAY with SAND 0 0 ® ® Well -graded GRAVEL with SILT SILTY CLAY GW -GM SILTY CLAY with SAND ® Wel 1 -graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL ® 0 CL -ML SANDY SILTY CLAY ® ® Wel I - raded GRAVEL with CLAY (or S�LTY CLAY) SANDY SILTY CLAY with GRAVEL ® GW -GC Wel I - raded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY ® (or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND 0 00 Poorly graded GRAVEL with SILT SILT o GP -GM SILT with SAND 0 o Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL ° ML SANDY SILT 00 0 Poorlyy ggraded GRAVEL with CLAY (or S JYr CLAY) SANDY SILT with GRAVEL o ° GP -GC Poorly graded GRAVEL with CLAY and GRAVELLY SILT o ° 0 ° SAND (or SILTY CLAY and SAND) GRAVELLY SILT with SAND ° SILTY GRAVEL ORGANIC lean CLAY GM ORGANIC lean CLAY with SAND 0 0 ° ° SILTY GRAVEL with SAND ORGANIC lean CLAY with GRAVEL OL SANDY ORGANIC lean CLAY ° CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC GRAVELLY ORGANIC lean CLAY Ys�CLAYEY GRAVEL with SAND GRAVELLY ORGANIC lean CLAY with SAND °ORGANIC � SILTY, CLAYEY GRAVEL SILT GC -GM ORGANIC SILT with SAND O SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° Wel 1 -graded SAND SANDY ORGANIC SILT with GRAVEL o SW GRAVELLY ORGANIC SILT Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND :. Poorly graded SAND Fat CLAY SP Fat CLAY with SAND :. .: Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY ° We I I -graded SAND with SILT SANDY fat CLAY with GRAVEL o SW -SM GRAVELLY fat CLAY Well -graded SAND with SILT and GRAVEL GRAVELLY fat CLAY with SAND Wel I - raded SA D with CLAY Elastic SILT o _ SW SC (or SILTY CLAY Elastic SILT with SAND ° Well - raded SAND with CLA and GRAVEL (or SILTY CLAY and GRAVEL Elastic SILT with GRAVEL °. MH SANDY elastic SILT Poorly graded SAND with SILT SANDY elastic SILT with GRAVEL SP -SM GRAVELLY elastic SILT Poorly graded SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND Poor I yy gqraded SAND with CLAY Jy' ORGANIC fat CLAY SP-SCORGANIC (or S CLAY) fat CLAY with SAND Poor I y graded SAND with CLAY andZ GRAVEL or SILTY CLAY and GRAVEL) ORGANIC fat CLAY with GRAVEL OH SANDY ORGANIC fat CLAY SILTY SAND SANDY ORGANIC fat CLAY with GRAVEL SM GRAVELLY ORGANIC fat CLAY SILTY SAND with GRAVEL GRAVELLY ORGANIC fat CLAY with SAND CLAYEY SAND ORGANIC elastic SILT SC ORGANIC elastic SILT with SAND CLAYEY SAND with GRAVEL ORGANIC elastic SILT with GRAVEL OH SANDY ORGANIC elastic SILT SILTY, CLAYEY SAND SANDY ORGANIC elastic SILT with GRAVEL SC -SM GRAVELLY ORGANIC elastic SILT SILTY, CLAYEY SAND with GRAVEL GRAVELLY ORGANIC elastic SILT with SAND ORGANIC SOIL PT PEAT ORGANIC SOIL with SAND ORGANIC SOIL with GRAVEL ' OL /OH SANDY ORGANIC SOIL 0.. . COBBLES SANDY ORGANIC SOIL with GRAVEL D: COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND R. Zezof f DESIGN OVERSIGHT SIGN OFF DATE OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) DRAWN BY I J. Fang CHECKED BY I L. Cheung R. J ie FIELD INVESTIGATION BY: DATE: 09 /1 F; /09 tn 1 o/21 /n9 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 FIELD AND LABORATORY TESTING C Conso I i dat i on ( ASTM D 24 35 ) CL Col lapse Potential ( ASTM D 5333 ) CP Compaction Curve ( CTM 21 6 ) CR Corros i v i ty Testing (CTM 643, CTM 422, CTM 417) CU Conso I i dated Undra I ned Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) M Moisture Content ( ASTM D 221 6 ) OC Organic Content- % ( ASTM D 2974 ) P Permeability (CTM 220) SParticle Size Analysis (ASTM D 422) PI Plasticity Index (AASHTO T 90) Liquid Limit (AASHTO T 89) PL Point Load Index (ASTM D 5731 PM Pressure Meter PP Pocket Penetrometer R R -Value ( CTM 301 ) SE Sand Equivalent ( CTM 21 7 ) (SG Specific Gravity (AASHTO T 1 00) SL Shrinkage Limit (ASTM D 427) SW Swell Potential (ASTM D 4546) TV Pocket Torvane Unconf I ned Compress i on -So i UC (ASTM D 2166) Unconfined Compress i on -Rock (ASTM D 2938) UU Unconso I I dated Undra i ned Triaxial (ASTM D 2850) UW Unit Weight (ASTM D 4767) VS Vane Shear (AASHTO T 223) PREPARED FOR THE STATE OF CALIFORNIA I s. PirathIvIraj PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION I I I I UNIT: 2232 1 2 3 PROJECT NUMBER & PHASE: 08000007441 FILE => $REQUEST DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS 08 SBd 10 12.3/14.1 624 624 02101112 �oFEssjo REGISTERED CIVIL ENGINEER DATE �o e �ql S. PIRATHIVIRAJ z 03/29/11 No. C71662 M PLANS APPROVAL DATE � The State of California or its officers or agents _�( Exp. 12/31/13 shall not be responsible for the accuracy orSTa C I V I L �P completeness of scanned copies of this plan sheet. TF of CALIFo�� SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY. CA 92708 APPARENT DENSITY OF COHESIONLESS SOILS Description Dry SPT N 60 (B I ows / 12 1 nches ) Very loose Moist 0 - 4 Loose 5 to 5 -10 Little Medium Dense 15 to 11 - 30 Dense 30 to 31 - 50 Very Dense 50 to > 50 MOISTURE Description Criteria Dry Absence of moisture, dusty, dry to the Criteria touch Moist Damp but no visible water Wet Visible free water, usually soil is 5 to below water table PERCENT OR PROPORTION OF SOILS Description > 1211 Criteria Trace Particles are present be less than 5% but estimated to Few Fine 5 to 10% Little No. 10 to No. 4 15 to 25% Some No. 200 to No. 40 30 to 45% Mostly 50 to 100% PARTICLE SIZE Description Size Bou I der > 1211 Cobble 31I to 12" Grave I Coarse 3/4" to 3" Fine No. 4 to 3/4'' Sand Coarse No. 10 to No. 4 Med i um No. 40 to No. 10 Fine No. 200 to No. 40 BRIDGE NO. 54E.0100 RETAINING WALL 696 POST MILES 13.2 LOG OF TEST BORINGS 4 OF REVISION DATES SHEET DISREGARD PRINTS BEARING EARLIER REVISION DATES CM1 03/ 10 07/ 10 10/ 10 01/7,11 1 / 11 02101112 1 1 1 1 1 23 CONTRACT NO.: 08-468004 PROJECT ID: 0800000744 w 0 LU 0 J w w Q 0 EO 0 LU I- 0 a - LU a 0 CL w V) 4 w Q OF z 23 w