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5108 - Citrus Plans - Caltrans
x x Y INDEX OF PLANS SHEET No. DESCRIPTION 1 TITLE AND LOCATION MAP 2-22 TYPICAL CROSS SECTIONS 23 KEY MAP & LINE INDEX 24-29 LAYOUTS 30-40 PROFILES AND SUPERELEVATION 41-127 CONSTRUCTION DETAILS 128-134 WATER POLLUTION CONTROL 135-140 CONTOUR GRADING 141-233 DRAINAGE PLANS, PROFILES, DETAILS AND QUANTITIES 234-240 SANITARY SEWER 241-252 UTILITY PLANS 253CONSTRUCTION AREA SIGN 254-259 STAGE CONSTRUCTION 260-307 TRAFFIC HANDLING PLANS 308-315 DETOUR PLANS 316-323 PAVEMENT DELINEATION PLANS QUANTITIES 324-345 SIGN PLAN, DETAILS AND QUANTITIES 346-351 SUMMARY OF QUANTITIES 352-396 RETAINING WALL PLANS, DETAILS AND QUANTITIES 397-422 LANDSCAPE PLANS 423-454 ELECTRICAL PLANS STRUCTURE PLANS 455-502 BRIDGE No. 54-1293 CITRUS Ave OC (REPLACE) 503-524 BRIDGE No. 54-0064 CITRUS Ave OH (WIDEN) 525-546 RW No. 790 (SPECIAL DESIGN RETAINING WALL) 547-566 RW No. 802 (SPECIAL DESIGN RETAINING WALL) a� J a 1% a BEGIN CONSTRUC710N Sta 776+72 PM 14.8 To INTERSTATE 10 i _- 7�Q, _ Los Angeles - // 775 Begin Work Sta 770+OC STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY IN FONTANA FROM 0.5 MILE WEST TO 0.3 MILE EAST OF CITRUS AVENUE OVERCROSSING TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2006 Limit of Work VALLEY Blvd Sto 44+50 VALLEY Blvd > FONTANA ¢ m i 3 I ¢ ;I� ¢ II' U ; Limit of Work Sta 66+50 Limit of Work VALLEY Blvd Sta 54+00 W 9; Limit of Work Z' ¢ i WASHINGTON Dr o Sta 50+00 -__ Dist COUNTY ROUTE TOTXL PR&AE T �Z"' SHEETS 08 SBd 10 14.8/15.5 1 566 DEL NORTE SISKIYGU MODOC TRINITY SRASTA LASSEN OLDT m TENAM. PLUTAAS GLENN BUTTE 11-1 ME GOC IND NEVADA -SA PLACER LAKE YOLOm EL DORADO IO.- NAPA v LPI! OLA pie MARIN C0N5 A SO >� TWLUVNE MONO SAN FRANCISCO EO O�S PV ARIPOS SAN VAT 0 SANTA S P MERCED PP SANTA CRUZ �!P SAN BE NIT FRESNO INYO TULARE LOCATION MAP i END CONSTRUCTION Sta 817+44 PM 15.5 SAND OBSI,p. KERN SANTA BARBARA OS ANGELE ENTUR d 0 RIVERSIDE ANI SAN DIEGO IMPERIAL O _ CYPRESS Ave OC WASHINGTON Dr Y Br No 54-1280 To y &20 826 830 San Bernardino ww UNION PACIFIC RAILROAD > ; Be I n Work CITRUS Ave OC Limit of Work V) Sta 830+00 ¢ Br No 54-1293(BOYLE Ave w Sta 55+00 BOYLE Ave BOYLE Ave SIO Il FES D_ a� CITRUS Ave OH > U ' Br No 54C-0064 ¢' o ¢ ¢ W ; m O <i Z z THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) o OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS." BORDER LAST REVISED 7/2/2010 1 CALTRANS WEB SITE IS; HTTP//WWW.DOT.CA.GOV/ ¢. J- "' SLOVER Ave _ Limit of Work L i m i t of Work s'1��� PR°`ESSjoA, SLOVER Ave SLOVER Ave PROJECT E IGHT DATE GARRY L SAN BERNARDINO ASSOCIATED GOVERNMENTS COHOE S t a 47+00 jj S t a 54+00 REGISTERED CIVIL�ENGINEER w No C46560 T Limit of Work 0- z. NO SCALE (CITRUS Ave) PLANS APPROVAL DATE Sto 34+00 RELATIVE BORDER SCALE 0 1 2 3 USERNAME => TY LIN-Riv IS IN INCHES I i I I DGN FILE => 84620b001.d9n S. 03-24-11 s'ONa o0"' PROJECT ENGINEER DATE ,�� JEFFREY .^y REGISTERED CIVIL ENGINEER KIM z C631 06 2,E Exp a � PLANS APPROVAL DATE sT CIVIL P THE STATE OF CALIFORNIA OR ITS Qrf OF CALIF°PNl o OFFICERS OR AGENTS SHALL NOT RE RESPONS/BLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. II II 0 ww T.Y. LIN INTERNATIONAL 3550 VINE STREET SUITE 120 00 a RIVERSIDE, CA 92507 a SAN BERNARDINO ASSOCIATED GOVERNMENTS Fw a.. 1170 W 3RD STREET ~ FO m SAN BERNARDINO, CA 92410 CONTRACT No. 08-468104 o °IVA�F PROJECT ID 0800000745 a O UNIT 2232 7PROJECT NUMBER & PHASE 0800000745 X NOTES: DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTIONS) ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. EXACT LOCATIONS AND TYPES OF DIKE, MBGR, CONCRETE BARRIER, RETAINING WALL, AND C&G ARE SHOWN ON THE LAYOUTS, CONSTRUCTION DETAILS, AND SUMMARY OF QUANTITIES SHEETS. 3. FOR TYPICAL SLOPE ROUNDING AND UNIFORM CATCH POINT DETAIL, SEE SHEET X-21. 4. ALL DIMENSIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING PAVEMENT SECTIONS BASED ON AS -BUILT PLANS. ACTUAL SECTIONS MAY VARY. c. >- W m (PI 6. SEE C-72 TO C-76 FOR EXACT LIMIT OF PAVEMENT STRUCTURAL SECTIONS. o w � 7. SUPERELEVATIONS ARE SHOWN ON THE SUPERELEVATION DIAGRAMS. > W w � 8. SEE C-83 FOR PAVEMENT SECTION UNDER DRIVEWAYS. .AL Exist R/W a ABBREVIATIONS I10.10' Y BE BOND BREAKER > BSW BACK OF SIDEWALK z 1.25'JPCP C&G CURB AND GUTTER o 0 0.10' HMA (TYPE CAB CRUSHED AGGREGATE BASE X oo LCBRS LEAN CONCRETE BASE RAPID SETTING 0.85'JPCP Rem REMOVE C-) 0.10" HMA (TYPE RHMA-G RUBBERIZED HOT MIXED ASPHALT - GAP GRADED 0.40' LCB RSC RAPID STRENGTH CONCRETE 0.20'RHMA-G PMCTB PLANT MIXED CEMENT TREATED BASE 4 0.80 HMA (TYPE TCE TEMPORARY CONSTRUCTION EASEMENT V om w > m � C) 5 o a� c 0.50: HMA (TYPE J z ,B U J In LU UD Un LLJ Y W = U 0.65' AB C12 .AL Exist R/W BORDER LAST REVISED 7/2/2010 Var 32'-92 USERNAME ->TY LIN-Riv DGN FILE => 846810ca00 Var- 153.6'-172.4' ar153.6'-172.4' Core Barr TYPE 60 i (E) Chnl (E) ES ETW ETW 8'-10' Var Shld 0'-12' (E) ES 5% OR Var 3/ H (J a U7 DESIGN DESIGNATION (I-10 ADT(2014)- 216,935 D- 517 EB, 49% WB ADT(2054)= 278,134 T= 10% DHV= 22,251 V= 75 MPH TI(40)= 17 ESAL=209,637,829 EXISTING STRUCTURAL SECTIONS q0.67" PCC q 0.33'CLASS B PMCTB 0.50' Cl 2 AS 0.17' TYPE B AC B 0.75' Cl 2 AB 0.50' Cl 2 AS C 0.25' TYPE B AC F10.75'IMPORTED BASE MATERIAL 1.05'JPCP a-100 0.10' HMABB 0.50' LCB q00 70'JPCP .10'HMABB .40' LCB "I10" PAVEMENT STRUCTURAL SECTIONS a I10.10' T A) BB 0.50' LCB L O 1.25'JPCP U 0.10' HMA (TYPE A) BB X oo 0.85'JPCP 0 C-) 0.10" HMA (TYPE A) BB 0.40' LCB 0.20'RHMA-G O 4 0.80 HMA (TYPE ww V 1 n � C) 5 o N 0.50: HMA (TYPE BORDER LAST REVISED 7/2/2010 Var 32'-92 USERNAME ->TY LIN-Riv DGN FILE => 846810ca00 Var- 153.6'-172.4' ar153.6'-172.4' Core Barr TYPE 60 i (E) Chnl (E) ES ETW ETW 8'-10' Var Shld 0'-12' (E) ES 5% OR Var 3/ H (J a U7 DESIGN DESIGNATION (I-10 ADT(2014)- 216,935 D- 517 EB, 49% WB ADT(2054)= 278,134 T= 10% DHV= 22,251 V= 75 MPH TI(40)= 17 ESAL=209,637,829 EXISTING STRUCTURAL SECTIONS q0.67" PCC q 0.33'CLASS B PMCTB 0.50' Cl 2 AS 0.17' TYPE B AC B 0.75' Cl 2 AB 0.50' Cl 2 AS C 0.25' TYPE B AC F10.75'IMPORTED BASE MATERIAL 1.05'JPCP a-100 0.10' HMABB 0.50' LCB q00 70'JPCP .10'HMABB .40' LCB "I10" PAVEMENT STRUCTURAL SECTIONS Var i` 106' 1 06.2' .��. 30UNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 2 566 ��.P_ 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �otig( JEFFREY Fc 06-28-11 KIM m No C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED 41, cnL COPIES OF T1,115 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 9 0.67' PCC 0.50' AB C12 P LYETHCP (RSC) 0 POLYETHYLENE FILM 0.50'LCBRS P5'JPCP (RSC) YETHYLENE FILM 40'LCBRS 2 0.20'RHMA-G OVERLAY 3 0.85'PCC 0.50' AB C12 NOTE° SEE C-75 & C-84 (BUS BAY) NOTED SEE C-73 (SPANDREL) Exist R /W (E) (E) (E) E) ETW ETW 48' Var Var 60' ETW 10' ES Var 16.5'-19' 16.5'-19 Aux LANE 29.2'-30.8' Existing 12' Gone Barr Gone Barr TYPE 50C 12' TYPE 60C iINDING 8' 8' Exist. Slope 2' 1.5% OR Var +----� Exist. Slope `- _ 1.5% OR Var � (E) Gone Barr -------- ---��� ___ ----- -_ 2.5%- 5% II TYPE 60C ISOLATION Jt - - - - - 2] irfl C E ROUTE 10 MEDIAN Sta 776+07.62 TO Sta 787+35.06 WESTBOUND Sta 776+07.62 TO Sta 782+07.62 RELATIVE BORDER SCALE IS IN INCHES EASTBOUND Sta 776+07.62 TO Sta 787+35.06 'I10 Imp" Sta 787+35.06 TO "I10 Imp" Sta 787+59.35 TYPICAL 3 I UNIT 2L �2 CROSS SECTIONS sol NO SCALE X - 1 ,o PROJECT NUMBER & PHASE 0800000745 1.15' JPCP I10.10' HMA (TYPE A) BB 0.50' LCB 1.25'JPCP H2 0.10' HMA (TYPE A) BB 0.50' LCB 0.85'JPCP 3 0.10" HMA (TYPE A) BB 0.40' LCB 0.20'RHMA-G 4 0.80 HMA (TYPE C) 0.50' AB C12 1 0.55'HMA (TYPE C) 5 0.75' AB C12 1 0.50: HMA (TYPE C) 0.65' AB C12 0.35'HMA (TYPE C) 7 0.35'AB C12 8 0.35' PGC Var i` 106' 1 06.2' .��. 30UNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 2 566 ��.P_ 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �otig( JEFFREY Fc 06-28-11 KIM m No C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED 41, cnL COPIES OF T1,115 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 9 0.67' PCC 0.50' AB C12 P LYETHCP (RSC) 0 POLYETHYLENE FILM 0.50'LCBRS P5'JPCP (RSC) YETHYLENE FILM 40'LCBRS 2 0.20'RHMA-G OVERLAY 3 0.85'PCC 0.50' AB C12 NOTE° SEE C-75 & C-84 (BUS BAY) NOTED SEE C-73 (SPANDREL) Exist R /W (E) (E) (E) E) ETW ETW 48' Var Var 60' ETW 10' ES Var 16.5'-19' 16.5'-19 Aux LANE 29.2'-30.8' Existing 12' Gone Barr Gone Barr TYPE 50C 12' TYPE 60C iINDING 8' 8' Exist. Slope 2' 1.5% OR Var +----� Exist. Slope `- _ 1.5% OR Var � (E) Gone Barr -------- ---��� ___ ----- -_ 2.5%- 5% II TYPE 60C ISOLATION Jt - - - - - 2] irfl C E ROUTE 10 MEDIAN Sta 776+07.62 TO Sta 787+35.06 WESTBOUND Sta 776+07.62 TO Sta 782+07.62 RELATIVE BORDER SCALE IS IN INCHES EASTBOUND Sta 776+07.62 TO Sta 787+35.06 'I10 Imp" Sta 787+35.06 TO "I10 Imp" Sta 787+59.35 TYPICAL 3 I UNIT 2L �2 CROSS SECTIONS sol NO SCALE X - 1 ,o PROJECT NUMBER & PHASE 0800000745 X ,L SEE GRADING PLAN OG i BORDER LAST REVISED 7/2/2010 (E) ETW ETW LAMP ''Cl2'' OR "CI3" I- SEE ''Cl2" OR "CI3" Typ Sec USERNAME ->TY LIN-Riv DGN FILE => 846810ca00 48' 1,I10 Imp" Var 0'-81.5' (E) (E) ETW ETW ETW ETW 1 10' 1 1 4' 4' 1 1 10' E I E ► 1- "I10" 48' Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 3 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T11115 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 (E) I ROCK BLANKET n ETW ETW ES CI4" 787+90 TO 794+50 E TI 1 10 1 Var 1 i I I I T I I I Shld 1 0'-36' Iz IC Var GRINDING GRINDING Var -7.8' 0'-3.5' (E) -D Exist ES a u THRIE Ln < BEAM 2 2% TO Exist. Slope OR 1.5% OR Var 3/ Var Cli *[E 0 OR2 ISOLATION Jt I GRINDING GRINDING Var VCIr 1'-3.5' Concu ES Barr 3: 60C c a V7 2% OR Exist. Slope Var 1.5% OR Var — — 3% TO 2% =1 C 1 ISOLATION Jt ROUTE 10 MEDIAN Sta 787+35.06 TO Sta 800+95.75 WESTBOUND Sta 782+07.62 TO Sta 800+95.75 *Sta 792+28.12 TO Sta 794+57.13 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I / 5' OG / FL 3% TO 2%1 3% 3 EASTBOUND Sta 787+35.06 TO Sta 800+95.75 UNIT 2232 RAMP "CI4" SEE "CI4" Typ Sec / 1 [2-Z5--'�v 4Q QP \ OR FLATTER RW No. 792W _ Conc Borr TYPE 60D TYPICAL CROSS SECTIONS NO SCALE X-2 PROJECT NUMBER & PHASE 0800000745 10 n 0 ro 0 a T L O r U X o J U O O ww n� o N BORDER LAST REVISED 7/2/2010 (E) ETW ETW LAMP ''Cl2'' OR "CI3" I- SEE ''Cl2" OR "CI3" Typ Sec USERNAME ->TY LIN-Riv DGN FILE => 846810ca00 48' 1,I10 Imp" Var 0'-81.5' (E) (E) ETW ETW ETW ETW 1 10' 1 1 4' 4' 1 1 10' E I E ► 1- "I10" 48' Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 3 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T11115 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 (E) I ROCK BLANKET n ETW ETW ES CI4" 787+90 TO 794+50 E TI 1 10 1 Var 1 i I I I T I I I Shld 1 0'-36' Iz IC Var GRINDING GRINDING Var -7.8' 0'-3.5' (E) -D Exist ES a u THRIE Ln < BEAM 2 2% TO Exist. Slope OR 1.5% OR Var 3/ Var Cli *[E 0 OR2 ISOLATION Jt I GRINDING GRINDING Var VCIr 1'-3.5' Concu ES Barr 3: 60C c a V7 2% OR Exist. Slope Var 1.5% OR Var — — 3% TO 2% =1 C 1 ISOLATION Jt ROUTE 10 MEDIAN Sta 787+35.06 TO Sta 800+95.75 WESTBOUND Sta 782+07.62 TO Sta 800+95.75 *Sta 792+28.12 TO Sta 794+57.13 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I / 5' OG / FL 3% TO 2%1 3% 3 EASTBOUND Sta 787+35.06 TO Sta 800+95.75 UNIT 2232 RAMP "CI4" SEE "CI4" Typ Sec / 1 [2-Z5--'�v 4Q QP \ OR FLATTER RW No. 792W _ Conc Borr TYPE 60D TYPICAL CROSS SECTIONS NO SCALE X-2 PROJECT NUMBER & PHASE 0800000745 10 n 0 ro 0 X BORDER LAST REVISED 7/2/2010 RAMP ''Cl2'' SEE ''Cl2'' Typ Sec ROCK BLANKET Conc Barr TYPE 60D 2% OR Var USERNAME ->TY LIN-Riv DGN FILE => 846810ca00 ES ETW Var 10' 21.7'- Shld 28.6' (E) — IS 48' (E) ETW 'I10 Imp ETW ES ES ETW 10' 4' 4' 10' Shld Shld (E) (E) ETA ETW 12 12 12 GRINDING GRINDING GRINDING Var 3.5' 3.5' 7.45 -7.65 Conc a Barr - 60E Exist. Slope 2% OR 2% 1,57 OR Var Var ISOLATION J Var 80.5'-81.5' ETW ES 48' 10, Shld (E) (E) ETW ES f Conc Barr 60GE (Mod) Q 27 OR Exist. Var 1.57 OF 1 ISOLAT "I10" EP Var 5'-28.9' Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 4 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ROUTE 10 MEDIAN Sta 800+95.75 TO Sta 802+14.13 WESTBOUND EASTBOUND Sta 800+95.75 TO Sta 802+14.13 Sta 800+95.75 TO Sta 802+14.13 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Abut 1 SEE STRUCTURE PLANS O p H r � F � o a � � W TYPICAL CROSS SECTIONS �2, NO SCALE X-3 �0 PROJECT NUMBER & PHASE 0800000745 om w a� J In Q UD > m n W W = U _ X N Ln Ln � a z v z Abut 3- 0 o SEE ~, a STRUCTURE D } PLANS � a a C m J Ln Ln M o � 0 o U 0 O x ° N Q o CI- N X Z u Q c= 00 oZ LW o� a r U Q C O W cm U Q T L c O U U X o J U 0 �o �Lu . n I— � o N BORDER LAST REVISED 7/2/2010 RAMP ''Cl2'' SEE ''Cl2'' Typ Sec ROCK BLANKET Conc Barr TYPE 60D 2% OR Var USERNAME ->TY LIN-Riv DGN FILE => 846810ca00 ES ETW Var 10' 21.7'- Shld 28.6' (E) — IS 48' (E) ETW 'I10 Imp ETW ES ES ETW 10' 4' 4' 10' Shld Shld (E) (E) ETA ETW 12 12 12 GRINDING GRINDING GRINDING Var 3.5' 3.5' 7.45 -7.65 Conc a Barr - 60E Exist. Slope 2% OR 2% 1,57 OR Var Var ISOLATION J Var 80.5'-81.5' ETW ES 48' 10, Shld (E) (E) ETW ES f Conc Barr 60GE (Mod) Q 27 OR Exist. Var 1.57 OF 1 ISOLAT "I10" EP Var 5'-28.9' Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 4 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ROUTE 10 MEDIAN Sta 800+95.75 TO Sta 802+14.13 WESTBOUND EASTBOUND Sta 800+95.75 TO Sta 802+14.13 Sta 800+95.75 TO Sta 802+14.13 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Abut 1 SEE STRUCTURE PLANS O p H r � F � o a � � W TYPICAL CROSS SECTIONS �2, NO SCALE X-3 �0 PROJECT NUMBER & PHASE 0800000745 X JL SEE GRADING PLAN ` OG 4=1 OR FLATTER BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 84681Oca00 '110 Imp' ES ETW ETW ES Ei S ETW 10' 48' 10' 4' 1 4'l 10' Var 80.5'-25.5' 48' ETW ES 10 Shld Shld (E) (E) (F) (E) (E) (E) ES ETW ETW ETW ETW ES Var 3.5' 3.5' Var 1.2 -7.45 0.7 -8.35 12' 1 2' 12' 2' GRINDING GRINDING Conc Barr Exist GRINDING GRINDING TYPE 60C THRIE v v BEAM v v 2% a TO V' Exist. Slope Ln 2% OR 2% OR cn n 3/ 5% OR Var Var Exist, Slope =F— Var 5% OR Var 3% TO 2% 2 1 1 C ISOLATION Jt r ISOLATION Jt ROUTE 10 MEDIAN Sta 802+14.13 TO Sta 810+08.85 WESTBOUND Sta 802+14.13 TO Sta 814+25.09 I 1 0'' Var Conc Barr TYPE 60D I --3%TO 2% EASTBOUND Sta 802+14.13 TO Sta 811+15.07 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 EP Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 5 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 �2�1 OR FLATTER OG \ \ RW792E TYPICAL CROSS SECTIONS NO SCALE X-4 PROJECT NUMBER & PHASE 0800000745 0 ro 0 Q T L c O r U X o J U O �o ww n o tQ N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 84681Oca00 '110 Imp' ES ETW ETW ES Ei S ETW 10' 48' 10' 4' 1 4'l 10' Var 80.5'-25.5' 48' ETW ES 10 Shld Shld (E) (E) (F) (E) (E) (E) ES ETW ETW ETW ETW ES Var 3.5' 3.5' Var 1.2 -7.45 0.7 -8.35 12' 1 2' 12' 2' GRINDING GRINDING Conc Barr Exist GRINDING GRINDING TYPE 60C THRIE v v BEAM v v 2% a TO V' Exist. Slope Ln 2% OR 2% OR cn n 3/ 5% OR Var Var Exist, Slope =F— Var 5% OR Var 3% TO 2% 2 1 1 C ISOLATION Jt r ISOLATION Jt ROUTE 10 MEDIAN Sta 802+14.13 TO Sta 810+08.85 WESTBOUND Sta 802+14.13 TO Sta 814+25.09 I 1 0'' Var Conc Barr TYPE 60D I --3%TO 2% EASTBOUND Sta 802+14.13 TO Sta 811+15.07 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 EP Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 5 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 �2�1 OR FLATTER OG \ \ RW792E TYPICAL CROSS SECTIONS NO SCALE X-4 PROJECT NUMBER & PHASE 0800000745 0 ro 0 X JL cAMP "CII" SEE 'CI1'' Typ Sec 4�1 OR FLATTER 10% OG Mox (E) Chnl PROPOSED RCB OR Chnl SEE DRAINAGE PLANS BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ca00 L 'I10 Imp'' "I10" Var ETW ETW ES Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 6 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 (E) ETW (E) RAMP ETW Var Q T -fti I iv 1 1 L c O GORE r U X o J U GORE 0 (E) (E) �o 12' ETW I- 12' 12' GRINDING GRINDING O N GRINDING GRINDING BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ca00 L 'I10 Imp'' "I10" Var ETW ETW ES Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 6 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 (E) ETW (E) RAMP ETW Var I i0 -fti I iv 1 1 q8 1 11 GORE GORE (E) (E) 12' 12' ETW Exist ETWi 12' 12' GRINDING GRINDING THRIE GRINDING GRINDING Var Var BEAM OR Var 0'-1.2' 0'-3.5 Conc 0'-3.5' Var Cons Barr Barr 0,7'-4,0' TYPE 60C (50C) u N Exist. Slope a 2% OR a � 0=?% TO 1.5% OR Var 0 Var ' 0 Exist. Slope a 2% OR n/ TO 3Y 1 1 �- — E — 1.5% OR Var 12.5% _ RAMP ''CI5" SEE ''CI5'' Typ Sec _ _ 4=7 _—-------- q \ A 1 C IA R ISOLATION Jt B C 2 B ISOLATION Jt WESTBOUND Sta 814+25.09 TO Sta 817+24.03 RELATIVE BORDER SCALE IS IN INCHES ROUTE 10 MEDIAN Sta 810+08.85 TO Sta 817+24.58 0 1 2 3 1 1 1 1 1 1 1 UNIT 2232 EASTBOUND Sta 811+15.07 TO Sta 817+24.01 TYPICAL CROSS SECTIONS NO SCALE X- 5 PROJECT NUMBER & PHASE 0800000745 X JL BORDER LAST REVISED 7/2/2010 (E) ETW R/W Var 7' 21.2 SW 50.0' TYPE 26A(Mod) Con( Barr. RW 41 (E) (E) CE ETW ETW ETW ETW 20' 1 1" 13, Var 13' 12 2.4'-26' MEDIAN SEE LANDSCAPE PLANS 2% _ 2% PG ETW HP O' 7' 4' SW 41.6'-68.0' TYPE 26A(Mod) Conc Barr SEE C-80 LE \8" C&G SEE C-82L� L J 8'' C&G SEE C-82 J FOR DETAIL FOR DETAIL 8 T "_CURB SEE C-82 FOR DETAIL - 9TT4 O,Q 'p 10% Max TCE (E) ETW VarR/W VarVar 15' 10'- 14,8'- 7'-8 21.8' 21.2' 1. 1 gay, 5% -------- USERNAME ->TY LIN-Riv DGN FILE => 846810ca00 -- SLOPE ROUNDING CITRUS AVENUE - "Cl" °G SEE x-21 STA 39+08.61 TO STA 41+17.79 (E) (E) ETW ETW (E) TCE I ETW ETW Var ETW Var R/W 1 1" 12' 11 2' 12' 1 1" 1 5.6'-1 8.1 " 11 .3" 9"-1 2" Var BUS BAY Pkwy 9.9'- OR/AND 22,4' i FL SW Var 2Y PG 2%2% 1r_5% ---- 8'' C&G SEE 5 8" Cb SEE C-82 C-82 FOR DETAIL FOR DETAIL 8" CURB SEE C-82 FOR DETAIL Ell CITRUS AVENUE - "Cl" STA 36+94.65 TO STA 39+08.61 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 R/W Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 7 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 DESIGN DESIGNATION (CITRUS AVE) ADT(2003)= 17,760 D= 49% NB, 51% SB ADT(2030)= 22,420 T= 13% DHV= 2530 V= 45 MPH TYPICAL CROSS SECTIONS NO SCALE X -6 PROJECT NUMBER & PHASE 0800000745 0 -o ro ,o a T L c O r U X o J Q o 0 U O ww n� o N BORDER LAST REVISED 7/2/2010 (E) ETW R/W Var 7' 21.2 SW 50.0' TYPE 26A(Mod) Con( Barr. RW 41 (E) (E) CE ETW ETW ETW ETW 20' 1 1" 13, Var 13' 12 2.4'-26' MEDIAN SEE LANDSCAPE PLANS 2% _ 2% PG ETW HP O' 7' 4' SW 41.6'-68.0' TYPE 26A(Mod) Conc Barr SEE C-80 LE \8" C&G SEE C-82L� L J 8'' C&G SEE C-82 J FOR DETAIL FOR DETAIL 8 T "_CURB SEE C-82 FOR DETAIL - 9TT4 O,Q 'p 10% Max TCE (E) ETW VarR/W VarVar 15' 10'- 14,8'- 7'-8 21.8' 21.2' 1. 1 gay, 5% -------- USERNAME ->TY LIN-Riv DGN FILE => 846810ca00 -- SLOPE ROUNDING CITRUS AVENUE - "Cl" °G SEE x-21 STA 39+08.61 TO STA 41+17.79 (E) (E) ETW ETW (E) TCE I ETW ETW Var ETW Var R/W 1 1" 12' 11 2' 12' 1 1" 1 5.6'-1 8.1 " 11 .3" 9"-1 2" Var BUS BAY Pkwy 9.9'- OR/AND 22,4' i FL SW Var 2Y PG 2%2% 1r_5% ---- 8'' C&G SEE 5 8" Cb SEE C-82 C-82 FOR DETAIL FOR DETAIL 8" CURB SEE C-82 FOR DETAIL Ell CITRUS AVENUE - "Cl" STA 36+94.65 TO STA 39+08.61 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 R/W Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 7 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 DESIGN DESIGNATION (CITRUS AVE) ADT(2003)= 17,760 D= 49% NB, 51% SB ADT(2030)= 22,420 T= 13% DHV= 2530 V= 45 MPH TYPICAL CROSS SECTIONS NO SCALE X -6 PROJECT NUMBER & PHASE 0800000745 0 -o ro ,o BORDER LAST REVISED 7/2/2010 i om w a J B� J In Q UD > m n z LLJ Y W W = U Ir X N D' ETW N J a z 0 U U � z 0 ETW u a HP ETW z > Vnr Vnr z a `.D Vnr 17, C L Lo z Z O u O O U Z O co �o O x ° / Q + � O N z Z a Co L� ao oz o� w a r U Q C W O L cm I U Q T L a O r U X o J U 0 �o LLI n 1 o N BORDER LAST REVISED 7/2/2010 ETW HP 2n' 7' 4' Vnr Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15,5 8 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE o........ a'41 JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR ACENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL %c THE ACCURACY OR COMPLETENESS OF SCANNED OF of CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 R/W USERNAME ->TY LIN-Riv DGN FILE => 846810ca00 LfI 1 mu %I) A V CIV UC - koI STA 41+17.79 TO STA 44+47.29 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i O � i � W 0 a � I � W o � TYPICAL CROSS SECTIONS o0 NO SCALE X-7 ,o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 (E) (E) ETW (E) ETW HP ETW I ETW R/W Vnr Vnr 4' 7' ETW HP 2n' 7' 4' Vnr Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15,5 8 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE o........ a'41 JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR ACENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL %c THE ACCURACY OR COMPLETENESS OF SCANNED OF of CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 R/W USERNAME ->TY LIN-Riv DGN FILE => 846810ca00 LfI 1 mu %I) A V CIV UC - koI STA 41+17.79 TO STA 44+47.29 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i O � i � W 0 a � I � W o � TYPICAL CROSS SECTIONS o0 NO SCALE X-7 ,o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 (E) ETW I ETW ETW Vnr 17, 12, ETW HP 2n' 7' 4' Vnr Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15,5 8 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE o........ a'41 JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR ACENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL %c THE ACCURACY OR COMPLETENESS OF SCANNED OF of CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 R/W USERNAME ->TY LIN-Riv DGN FILE => 846810ca00 LfI 1 mu %I) A V CIV UC - koI STA 41+17.79 TO STA 44+47.29 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i O � i � W 0 a � I � W o � TYPICAL CROSS SECTIONS o0 NO SCALE X-7 ,o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15.5 9 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE o........ a'41 JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR ACENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL %c THE ACCURACY OR COMPLETENESS OF SCANNED OF of CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 (E) (E) ETW ETW (E) HP ETW ETW ETW ETW HP R/W R/W Vnr Vnr 4' 7' 20' 12, 13' Vc r 1 3` 12, 20' 7' 4' Vnr 70.9'-q7_4' BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ca00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I O � i � W 0 a � I � W o � TYPICAL CROSS SECTIONS o0i wo NO SCALE X-8 ,o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 i om w a J B� J In Q UD > m n z LLJ Y W W = U Ir X N D' N J a z 0 U U � z 0 u a z > z a `.D C J L Lo z R O O o 0 U U Z O co �o O x / Q + � O N z Z Q u c= o li d O o � c Z W F— a r U Q C W O L cm I U Q T L a O r U X o J U 0 + O �w n 1 o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ca00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I O � i � W 0 a � I � W o � TYPICAL CROSS SECTIONS o0i wo NO SCALE X-8 ,o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 X RAMP "CI3'' SEE "CI3" Typ Sec (E) ETW I t\ ES (E) ES ETW ETW ETW Var 20'-22' 12 1 Var 12' 12' SEE "CI3'' Typ Sec ROCK BLANKET -------- ------- OGA2-6 (E) ETW Var- SEE ar 1 3.8'-99,7' 2' 2'-22' MEDIAN SEE LANDSCAPE PLANS PG ETW HP Var 16'-20' .{ 6'_ 3' I SW I{— R/W Var 0'-51 .5' 27 1 .5% I5 1 _y y ,Si 8 n -- ------ -------------------------- ---------- u A2-6 L B1-6 SLOPE ROUNDING (SEE X-21) CITRUS AVENUE - "Cl" STA 53+97,71 TO STA 58+72.68 ETW 20' 12' 2% (E) ETW ES ES ETW ETW ETW HP 12' 2 Var 2' 12' 12' 12' Var 7.5'-20' 6' 4' 0'-11.3' SW MEDIAN i SEE LANDSCA E PLANS PG 2% Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 10 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 7 0�/ � R Mai----- 0 Al OPE ROUNDING AF1- 5 8 I - -------------- SLl-6 B1-6 Cq� SEE X-21 F� RW 795 SLOPE ROUNDING �� CITRUS AVENUE - �� CI -- - - - SEE X-21 - - ---------------------------- ------ ------------------------ r' STA 51+63,80 TO STA 53+97.71 L i T � W H N _ L.L a W U J ~ W X 0o Ci o �i o TYPICAL CROSS SECTIONS -o Ww wo a N NO SCALE X-9 s o 0 o USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 02 3 BORDER LAST REVISED 7/2/2010 DGN FILE => 846810ca009.dgn IS IN INCHES I 1 I UNIT 2232 PROJECT NUMBER & PHASE 0800000745 BORDER LAST REVISED 7/2/2010 R/W Var 80'-94.7' Var ES 4'-59' HP3 8' ETW 36' 4' RAMP "Cl2" Shld SEE "Cl2" Typ Sec i 5% PG ROCK BLANKET LPTTR 9Z OR OR F 1p/ A` 11 Max OG �----------- B1-6 SLOPE ROUNDING - - - - - SEE X-21 WESTBOUND EXIT RAMP — "C11" STA 801+26.50 TO STA 804+77.31 (SEE C-78 FOR RAMP TERMINI DETAILS) (E) CL ETW TCE R/W ETW I ETW ETW 10' Var Var 27'-38.8' Var 13'-14' 2 11 11' 10.9,- 23.9 0.9'-23,9 i Qx 7� Max ----- ?/— -----PG-- - —� -- A2-h 5 USERNAME ->TY LIN-Riv DGN FILE => 846810ca01 L F I -, CITRUS AVENUE — "Cl" STA 58+72.68 TO STA 61+93.26 (E) Var ETW 1 3' ETW R/W TGE 12' 12' 16' 6' Var SW 10'- 55°2' -2% ----------------- 1-.57---5%-Max A2-6 RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�..... oll, JEFFREY Fc 06-28-11 KIM PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR 46'E1VT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 o� o � i oo � W 0 a � I D � TYPICAL CROSS SECTIONS og, NO SCALE X - 10 ,o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 om w a� J B2 J In Q UD > m n z LLJ Y W W = U Ir X N > N J a z 0 U U � z 0 u a z > � a C m J Ln Ln Z o 0 o � Z 0 co �o O x ° / N a Np L x Z a b C= o LL d O o � o� Z W ar U Q W �o L I U Q T L c O r U X U o 0 O �Lu n � o N BORDER LAST REVISED 7/2/2010 R/W Var 80'-94.7' Var ES 4'-59' HP3 8' ETW 36' 4' RAMP "Cl2" Shld SEE "Cl2" Typ Sec i 5% PG ROCK BLANKET LPTTR 9Z OR OR F 1p/ A` 11 Max OG �----------- B1-6 SLOPE ROUNDING - - - - - SEE X-21 WESTBOUND EXIT RAMP — "C11" STA 801+26.50 TO STA 804+77.31 (SEE C-78 FOR RAMP TERMINI DETAILS) (E) CL ETW TCE R/W ETW I ETW ETW 10' Var Var 27'-38.8' Var 13'-14' 2 11 11' 10.9,- 23.9 0.9'-23,9 i Qx 7� Max ----- ?/— -----PG-- - —� -- A2-h 5 USERNAME ->TY LIN-Riv DGN FILE => 846810ca01 L F I -, CITRUS AVENUE — "Cl" STA 58+72.68 TO STA 61+93.26 (E) Var ETW 1 3' ETW R/W TGE 12' 12' 16' 6' Var SW 10'- 55°2' -2% ----------------- 1-.57---5%-Max A2-6 RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�..... oll, JEFFREY Fc 06-28-11 KIM PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR 46'E1VT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 o� o � i oo � W 0 a � I D � TYPICAL CROSS SECTIONS og, NO SCALE X - 10 ,o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 I X BORDER LAST REVISED 7/2/2010 OG TCE (E) 0`10,R 1 W 10 Max Rem (E) Chnl Const Chnl SEE D-Shts Var 63.7'-88.6' HP ETW 3' 8'-10' 12' Var Shld GORE CABLE RAILING SEE D-Shts Conc Barr (TYPE 60) PG QQ 5f OR Max CHANNEL WING WALL SEE D-Shts WESTBOUND EXIT RAMP — "C11" STA 814+26.86 TO STA 817+24.03 RfW Var 45,1'-81.2' HP ETW Var ESHP 3' 8' 12'-36' 4' 3 Shld PG OG 11 / 0R 57 SEE GRADING PLAN - -- - -- -51--- r4:1 OR FLATTER 9th OR FLATTER --- - FLATTER 6e1 - -- - - - - - - - - -oG- -- SLOPE ROUNDING HMA DIKE 4 SEE X-21 TYPE E USERNAME ->TY LIN-Riv DGN FILE => 846810ca01 WESTBOUND EXIT RAMP — "C11" SEEJD-Skits STA 804+77.31 TO STA 814+26.86 RELATIVE BORDER SCALE IS IN INCHES 2 3 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 12 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE ,P'o ss �atig( JEFFREY Fc 06-28-11 KIM PLANS APPROVAL DATE No. C63106 A THE STATE OF CAL'FORN/A OR /TS OFFICERS Exp.— OR xp. OR 4CENT5 SHALL NOT BE RESRONS/BLE FOR Sp CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL COPIES OF THI5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 00 o O � i � W 0 a � I � W o � TYPICAL CROSS SECTIONS ogl wo NO SCALE X -11 ,o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 om w a J B� J In Q UD m n z LLJ Y W W = U Ir X N Ir LL N J a z 0 U U � z 0 u a z > z a `.D C m J L Lo z 0 o U Z 0 co �o X° / N a No x Z Q u c= o LL ao oz o� w a r U Q C W O L 25 I U Q T L a o r U X o J U 0 o �w n 1 0 N BORDER LAST REVISED 7/2/2010 OG TCE (E) 0`10,R 1 W 10 Max Rem (E) Chnl Const Chnl SEE D-Shts Var 63.7'-88.6' HP ETW 3' 8'-10' 12' Var Shld GORE CABLE RAILING SEE D-Shts Conc Barr (TYPE 60) PG QQ 5f OR Max CHANNEL WING WALL SEE D-Shts WESTBOUND EXIT RAMP — "C11" STA 814+26.86 TO STA 817+24.03 RfW Var 45,1'-81.2' HP ETW Var ESHP 3' 8' 12'-36' 4' 3 Shld PG OG 11 / 0R 57 SEE GRADING PLAN - -- - -- -51--- r4:1 OR FLATTER 9th OR FLATTER --- - FLATTER 6e1 - -- - - - - - - - - -oG- -- SLOPE ROUNDING HMA DIKE 4 SEE X-21 TYPE E USERNAME ->TY LIN-Riv DGN FILE => 846810ca01 WESTBOUND EXIT RAMP — "C11" SEEJD-Skits STA 804+77.31 TO STA 814+26.86 RELATIVE BORDER SCALE IS IN INCHES 2 3 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 12 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE ,P'o ss �atig( JEFFREY Fc 06-28-11 KIM PLANS APPROVAL DATE No. C63106 A THE STATE OF CAL'FORN/A OR /TS OFFICERS Exp.— OR xp. OR 4CENT5 SHALL NOT BE RESRONS/BLE FOR Sp CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL COPIES OF THI5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 00 o O � i � W 0 a � I � W o � TYPICAL CROSS SECTIONS ogl wo NO SCALE X -11 ,o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 CITRUS Ave C Abut SEE Str PLM Conc Barr (TYPE 60D) -------------- � - - _ _ - - - - _ I WESTBOUND LOOP ENTRANCE RAMP - "C12" STA 801+28.56 TO STA 802+31.09 \ \ OG \4 HPEP Var 'ES ETW A 3' 0'-9 8' v �Vcr Var SEE GRADINIG PLAN SLOPE ROUNDING SEE X-21 OR USERNAME ->TY LIN-Riv DGN FILE => 846810ca01 ([1-0] Shld 24,5' - 12' GORE \ i om w > m \ I \ 4; OR \ a n J B z LLJ Y J In aw U W = n L' x Ir N Ir N J a z 0 U U � z 0 u a z > z a `.D C L Lo Z o 0 0 0 �o Xaa / �o � N C3 - :m z a i C= r 0 d 0 / / o W / L � i c Q c= r U Q o L w cm U � Q T L O r U Xoc-) J 0 �o �w n � 0 N BORDER LAST REVISED 7/2/2010 CITRUS Ave C Abut SEE Str PLM Conc Barr (TYPE 60D) -------------- � - - _ _ - - - - _ I WESTBOUND LOOP ENTRANCE RAMP - "C12" STA 801+28.56 TO STA 802+31.09 \ \ OG \4 HPEP Var 'ES ETW A 3' 0'-9 8' v �Vcr Var SEE GRADINIG PLAN SLOPE ROUNDING SEE X-21 OR USERNAME ->TY LIN-Riv DGN FILE => 846810ca01 ([1-0] Shld 24,5' - 12' GORE \ i \ I \ 4; OR \ WIDENING 10 OI-10 WB WIDEN'L, SEE Y -- WESTBOUND LOOP ENTRANCE RAMP - "C12" STA 794+17.19 TO STA 801+28.56 -STA 794+17.19 TO STA 794+57.73 RELATIVE BORDER SCALE 0 3 IS IN INCHES i I i I Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15.5 3 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE o........ a'41 JEFFREY Fc 06-28-11 KIM PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR ACENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL %c THE ACCURACY OR COMPLETENESS OF SCANNED OF of [; ALIF COPIES OF T1,1I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Q � i � W 0 a � I � W TYPICAL CROSS SECTIONS 0 wo NO SCALE X-12 a o O UNIT 2232 PROJECT NUMBER & PHASE 0800000745 I X BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ca01 (E) R/W HP ES ETW Var 3' 8' Ver Var 33'-66,7' 1 2'-1 9.7''GORE I Conc Barr PG (TYPE 60) 5% OR 2% OR Var Var Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15,5 4 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE o........ Q'41 JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR ACENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL %c THE ACCURACY OR COMPLETENESS OF SCANNED OF op [; ALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 4:1 OR FLATTER--- --- i OG / \� � 2 2 OR 10 �E PROTECT (E) Chnl WESTBOUND ENTRANCE RAMP - "C13" STA 782+07.61 TO STA 787+60.35 *STA 784+90.53 TO STA 787+60.35 ES ETW 8 Shldll 28' ESHP 4' 3' PG F I / 12.41 � iy�i OR 10% Max SEE GRADING PLAN - - - _ 4=1 OR FLATTER / 4 OG Rem (E) Chnl WESTBOUND LOOP ENTRANCE RAMP - "C12" STA 802+31.09 TO STA 810+82.96 RELATIVE BORDER SCALE IS IN INCHES 6% Max O � i � W 0 a � I � W TYPICAL CROSS SECTIONS dol NO SCALE X-13 ,o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 I om IW a J B� J In Q UD m n z LLJ Y W W = U Ir X N D' N J a z 0 U U � z 0 u a z > z a `.D C J L Lo z O o 0 U Z 0 co �o O X / N ~ a NO x Z Q u c= o LL d O o � c Z W F— Q c= U Qr C W o L 25 I U Q T L O r U X o J U 0 O �w n 1 o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ca01 (E) R/W HP ES ETW Var 3' 8' Ver Var 33'-66,7' 1 2'-1 9.7''GORE I Conc Barr PG (TYPE 60) 5% OR 2% OR Var Var Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15,5 4 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE o........ Q'41 JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR ACENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL %c THE ACCURACY OR COMPLETENESS OF SCANNED OF op [; ALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 4:1 OR FLATTER--- --- i OG / \� � 2 2 OR 10 �E PROTECT (E) Chnl WESTBOUND ENTRANCE RAMP - "C13" STA 782+07.61 TO STA 787+60.35 *STA 784+90.53 TO STA 787+60.35 ES ETW 8 Shldll 28' ESHP 4' 3' PG F I / 12.41 � iy�i OR 10% Max SEE GRADING PLAN - - - _ 4=1 OR FLATTER / 4 OG Rem (E) Chnl WESTBOUND LOOP ENTRANCE RAMP - "C12" STA 802+31.09 TO STA 810+82.96 RELATIVE BORDER SCALE IS IN INCHES 6% Max O � i � W 0 a � I � W TYPICAL CROSS SECTIONS dol NO SCALE X-13 ,o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 BORDER LAST REVISED 7/2/2010 >Ic V -DITCH SEE D-Shts (E) R/W HPES ETW VGr 37,6"-38,8' 3' _ 8" 1 MBGR FATTER A e 1 OR SE D--Shts 24" 1ESHP 4' 3/. FATTER 4 LG WESTBOUND ENTRANCE RAMP - "C13" STA 793+38.83 TO STA 796+08.68 (E) I om w a� J B2 J In Q UD > m n z LLJ Y W W = U R/W Ir X N !Y CABLE RAILING N � Q z 0 U � z 0 (SEE 7D-Shts) Conc Barr_ SEE C-80 & 85 OG u a z } i',vhnI � a -Spots 421 OR a C J Ln - - Ln Q o o 0 u 0 �o X° / a +� wo a N z Z Q u C= o li CD I— oZ ,W o� Q r U Q C W O L 25 I U Q T L c O r U X o U 0 C �o UJ n � o N BORDER LAST REVISED 7/2/2010 >Ic V -DITCH SEE D-Shts (E) R/W HPES ETW VGr 37,6"-38,8' 3' _ 8" 1 MBGR FATTER A e 1 OR SE D--Shts 24" 1ESHP 4' 3/. FATTER 4 LG WESTBOUND ENTRANCE RAMP - "C13" STA 793+38.83 TO STA 796+08.68 (E) R/W Var 36,7"-48,6" CABLE RAILING (SEE 7D-Shts) Conc Barr_ SEE C-80 & 85 OG ` 7 OPEN i',vhnI SEE D -Spots 421 OR FLATTER - - EP ES ETW ESHP Var 8' Var 19,7'-24' 4" 3" 01- 19.5' '- 19,5' PG 5% OR 2% OR 5% VGr_ _ .Var - - - / Rem (E) Chnl 4:1 OR FLATTER - Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15.5 15 566 �S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( JEFFREY Fc 06-28-11 KIM PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR 46E1VT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 WESTBOUND ENTRANCE RAMP - "C13" STA 787+60.35 TO STA 793+38.83 �I o � N V O II II O � � W 0 a � I Q � TYPICAL CROSS SECTIONS oo' NO SCALE X-14 w �o I 00 USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 01 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 DGN FILE _> 846810ca014.dgn IS IN INCHES I I BORDER LAST REVISED 7/2/2010 TCE (E) ES ETW ES HP Vnr R/W \/nr R' 95' 4' 3' VV / Rem (E) Chnl J RCB SEE D-Sht WESTBOUND ENTRANCE RAMP — "CIV STA 799+74°69 TO STA 801+57,10 (E) TCE R/WHPES ETW ES His 16.9' Var 13.2'-35x2' 3 8' Var 24'-25' 4' 3' 57 OR 2% OR PG �+ Var � Var 5y90 Conc Barr F (TYPE 736A) Q OR FA / SEE GRADING PLAN OG RW 795-// 95 Rem (E) Chnl USERNAME ->TY LIN-Riv DGN FILE => 846810ca01 WESTBOUND ENTRANCE RAMP — "C13" STA 796+08°68 TO STA 799+74,69 RELATIVE BORDER SCALE 3 IS IN INCHES I Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10// 14,8/15,5 16 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( JEFFREY Fc 06-28-11 KIM PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR ACENT5 SHALL NOT BE RESPONSIBLE FOR Sy CIVIL %c THE ACCURACY OR COMPLETENESS OF SCANNED OF op CAL tFa�� COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 O � I II II O � � W 0 a � I Q � TYPICAL CROSS SECTIONS og' NO SCALE X-15 w �o I o0 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 I om w a J B� J In aw UD > m n z LLJ Y W = U Ir x LL J Q z 0 U � z 0 z u a z z > z a `.D C L ° Lo z o o 0 U U O x N ~ Q N Q x Z Q u c= o LL d O I o o� Z w c r U Q C W O L 25 I U Q T L c O r U x o J 0 c-) �o LLI n 1 o N BORDER LAST REVISED 7/2/2010 TCE (E) ES ETW ES HP Vnr R/W \/nr R' 95' 4' 3' VV / Rem (E) Chnl J RCB SEE D-Sht WESTBOUND ENTRANCE RAMP — "CIV STA 799+74°69 TO STA 801+57,10 (E) TCE R/WHPES ETW ES His 16.9' Var 13.2'-35x2' 3 8' Var 24'-25' 4' 3' 57 OR 2% OR PG �+ Var � Var 5y90 Conc Barr F (TYPE 736A) Q OR FA / SEE GRADING PLAN OG RW 795-// 95 Rem (E) Chnl USERNAME ->TY LIN-Riv DGN FILE => 846810ca01 WESTBOUND ENTRANCE RAMP — "C13" STA 796+08°68 TO STA 799+74,69 RELATIVE BORDER SCALE 3 IS IN INCHES I Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10// 14,8/15,5 16 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( JEFFREY Fc 06-28-11 KIM PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR ACENT5 SHALL NOT BE RESPONSIBLE FOR Sy CIVIL %c THE ACCURACY OR COMPLETENESS OF SCANNED OF op CAL tFa�� COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 O � I II II O � � W 0 a � I Q � TYPICAL CROSS SECTIONS og' NO SCALE X-15 w �o I o0 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE _> 846810ca01 (E) om LL, a J B� J In Q UD > m n z LLJ Y W W = U Ir E ES X N > Ir Var I Var3' 8' Var 4' Var � a z 0 U � z 0 10'-17' 6.7'- Shld 25'-12' 0'-14' u a 7.9' z > z a `.D i C L Lo Z 4:1 OR Q O O u PG �I Z O co �o O 5/ OR 2Y, OR \J� x ° / Q — + � Var Var O N — — — J OG — — — — — — z Z Q __----- u c= DIKE (TYPE E) o li ao oz o� w a r U Q C w �o I U Q T L c O r U X o J U 0 �o w n 1 o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE _> 846810ca01 (E) TCE R/W HP E ES Var I Var3' 8' Var 4' Var CITRUS Ave 10'-17' 6.7'- Shld 25'-12' 0'-14' SEE ''Cl'' 7.9' Typ Sec i 4:1 OR PG �I FLATTER 5/ OR 2Y, OR \J� — 5/ Max Var Var — — — J OG — — — — — — — — — — — — —- __----- HMA DIKE (TYPE E) WESTBOUND ENTRANCE RAMP - "C13" STA 802+34.02 TO STA 806+17.89 (E) TCE 17' R/W Vnr RW HP ETW i ES HP 8' ?B' d' 3' ('TTRI IC A— N WESTBOUND ENTRANCE RAMP - "C13" STA 801+57.10 TO STA 802+34.02 RELATIVE BORDER SCALE 0 3 IS IN INCHES I i I i I i Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 17 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR 46E1VT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF THJS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 O � i � W 0 a � I � W TYPICAL CROSS SECTIONS 0 wo NO SCALE X-16 a o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 X JL v Q T L c O r U X o J U 0 O ww n � o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ca01 EP ETW ES (E) Var 12' 8' 1 2.2'-1 9.8' R/W GORE! Var 0'-3.7' PG 2'% OR Conc Barr Var (TYPE 60) 4.1 OR FLATTER I-10_ WIDENING 10 OG SEE X-2 EASTBOUND EXIT RAMP — "C14" STA 787+89.55 TO STA 790+74.55 (E) TCE R/W HP E 10' Var 3' 8' 12' CITRUS A,� 5.9'- Shld SEE ''Cl'' 6,7' Typ Sec PG — — — — — 4 WESTBOUND ENTRANCE RAMP — "CIV STA 806+17.89 TO STA 807+82.61 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 18 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE Nu. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.— OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 TYPICAL CROSS SECTIONS NO SCALE X-17 PROJECT NUMBER & PHASE 0800000745 U T L c O U X o J U 0 O ww n � o N BORDER LAST REVISED 7/2/2010 (E) R /W 1.48' HE ESETW ETW ES EP TCE Var 3 4' Var 24' 8' Var 1.5'-26.5' 12' 33.4'-39.5' 0'-12' Conc Barr 6' 1.48' (TYPE 736B) Conc Barr 5% OR TYPE 736A(Mod) / PG — — — — 2X ORS Var Var 2 i / L CABLE RAILING / ��*❑5 OR 4 \v 4 P SEESvStr PLAN (RW 790) / FOR Barr SLAB DETAILS \ RW No. 790 OG / \ I-10 EB WIDENING /� v SEE X-2 / \ RW No, 792W \ USERNAME ->TY LIN-Riv DGN FILE => 846810ca01 EASTBOUND EXIT RAMP - "C14" STA 793+84.82 TO STA 800+52.26 *STA 797+25.00 TO STA 800+59.00 -77 FCR RAMP TERMINI DETAILS) (E) R /W EASTBOUND EXIT RAMP - "C14" STA 790+74.55 TO STA 793+84.82 RELATIVE BORDER SCALE IS IN INCHES I i 2 3 Conc Barr (TYPE 736A) OG i 1;W No. 790 UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 19 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( JEFFREY Fc 06-28-11 KIM m No C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL COPIES OF T111I5 PLAN SHEET. SANBAG �TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 o.. n 0 0 � o a � I Q � TYPICAL CROSS SECTIONS �o NO SCALE X-18 W o ,0 F PROJECT NUMBER & PHASE 0800000745 X BORDER LAST REVISED 7/2/2010 I-10 (E) R/W RW No. 802 Conc Barr TYPE 736(Mod) Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 20 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 USERNAME ->TY LIN-Riv DGN FILE => 846810ca01 EASTBOUND ENTRANCE RAMP - "C15" STA 802+09.47 TO STA 807+73.98 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 TYPICAL CROSS SECTIONS NO SCALE X-19 PROJECT NUMBER & PHASE 0800000745 0 ro 0 T L c O r U X o J U 0 O ww Wl- n � o N BORDER LAST REVISED 7/2/2010 I-10 (E) R/W RW No. 802 Conc Barr TYPE 736(Mod) Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 20 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 USERNAME ->TY LIN-Riv DGN FILE => 846810ca01 EASTBOUND ENTRANCE RAMP - "C15" STA 802+09.47 TO STA 807+73.98 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 TYPICAL CROSS SECTIONS NO SCALE X-19 PROJECT NUMBER & PHASE 0800000745 0 ro 0 X U� T L O r U X o J U 0 O w Lu n � o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE _> 846810ca02 (E) Var Var ETW EP HP R/W TCE Var 3' Var Var GORE 16.8'-12 81- 17.0'- 10'-12' 20.8' 18.6' MBGR OG PG 2% OR 5% OR. var Var 15%Max ----- FC4_OR OG ,- 1-10 EB _ _ —_ WIDENING 10 ff__ — — SEE X-5 4:1 OR SLOPE ROUNDING FLATTER SEE X-21 EASTBOUND ENTRANCE RAMP - "CIS" STA 811+10.49 TO STA 817+24.01 (E) R /W ES ETW ES EF TCE 4' Vcr 24'-16.8" 8' Var, 12' 2.5'- 12.8' 1.42' Conc Barr I-10 EB WIDENING (TYPE 736A) SEE X-4 & X-5 PG 2%-> ----- � RW No. 802 ' OG -- — --- �� --——--——— — -- — 4:1 OR 4 FLATTER EASTBOUND ENTRANCE RAMP - "CIS" STA 807+73.98 TO STA 811+10.49 RELATIVE BORDER SCALE IS IN INCHE 2 3 UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 21 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ao �W o ~ 0 a � � W o H TYPICAL CROSS SECTIONS NO SCALE X-20 �o PROJECT NUMBER & PHASE 0800000745 X JL 0 6'' C&G 6'' C&G r7-,— SEE C-82 FOR DETAIL SEE C-82 FOR DETAIL WASHINGTON Dr - "WA" Sta 42+97.24 TO Sta 45+47.42 6'' C&G SEE C-82 FOR DETAIL BORDER LAST REVISED 7/2/2010 BOYLE Ave - "BO" Sta 43+28.05 TO Sta 44+90.00 USERNAME ->TY LIN-Riv DGN FILE => 84681Oca02 w 6'' C&G SEE C-82 FOR DETAIL Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 22 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I 18' Min (Typ) SLOPE ROUNDING AND UNIFORM CATCH POINT DETAIL UNIT 2232 TYPICAL CROSS SECTIONS NO SCALE X-21 PROJECT NUMBER & PHASE 0800000745 10 n 0 ro 0 Q T L O r U X o U 0 C �o Lu n L o Ll N BORDER LAST REVISED 7/2/2010 BOYLE Ave - "BO" Sta 43+28.05 TO Sta 44+90.00 USERNAME ->TY LIN-Riv DGN FILE => 84681Oca02 w 6'' C&G SEE C-82 FOR DETAIL Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 22 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I 18' Min (Typ) SLOPE ROUNDING AND UNIFORM CATCH POINT DETAIL UNIT 2232 TYPICAL CROSS SECTIONS NO SCALE X-21 PROJECT NUMBER & PHASE 0800000745 10 n 0 ro 0 x x X On .A�- NOTE: SAME NUMBER AND ORIENTATION FOR ALL PLAN VIEW SHEETS list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 23 566 T—�J - 03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEss�°N� e JEFFREY y 06-28-11 KIM PLANS APPROVAL DATE No. 063106 A 7HE STA7E OF CALIFORNIA OR ITS OFFICERS ti Exp.- OR xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of IFOP�x. COPIES OF THI5 PLAN SHEET. CAL SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810da00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I 7 Ld O Q BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810da00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I NOTES: 1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. X 2. SEE C-7 TO C-12 FOR CONC BARR, FENCE, MBGR AND END TREATMENT DETAILS. 3, SEE C-13 TO C-32 FOR FLOWLINE, SPOT ELEVATIONS, 4. FOR REMOVAL OF EXISTING FACILITIES, SEE C-1 TO C-6 PLANS. 5. SEE C-71 TO C-76 FOR PAVEMENT LIMITS. 6. ALL ADL SOILS SHOULD BE REUSED WITHIN THE PROJECT LIMITS IN ACCORDANCE WITH THE DEPARTMENT OF TOXIC SUBSTANCES CONTROL ISSUED VARIANCE. 7, SEE C-71 FOR ROCK BLANKET DETAILS AT GORE AREAS, 8.SEE LANDSCAPE HARDSCAPE LAYOUT PLANS FOR ROCK BLANKET TO TIE INTO EXISTING HARDSCAPE AREAS. c. >- W m U o w w > W w � � Q .A L BORDER LAST REVISED 7/2/2010 LEGEND �- RAMP TERMINI BO BOYLE Ave CENTERLINE 00 ROCK BLANKET CI(E) EXISTING CITRUS Ave CENTERLINE Aux AUXILIARY CI NEW CITRUS Ave CENTERLINE Barr BARRIER CI1 WB EXIT RAMP LOL Cb CURB Cl2 WB ENTRANCE RAMP (LOOP RAMP) LOL C&G CURB AND GUTTER CI3 WB ENTRANCE RAMP LOL Rem REMOVE CI4 EB EXIT RAMP LOL RSC RAPID STRENGTH CONCRETE CI5 EB ENTRANCE RAMP LOL AE AERIAL EASEMENT I10 INTERSTATE 10 CENTERLINE PFE PERMANENT FOOTING EASEMENT I10 Imp INTERSTATE 10 CENTERLINE IMPROVEMENTS PME PERMANENT MAINTENANCE EASEMENT SL SLOVER Ave CENTERLINE RUE PERMANENT UTILITY EASEMENT VA VALLEY Blvd CENTERLINE TCE TEMPORARY CONSTRUCTION EASEMENT WA WASHINGTON Dr CENTERLINE UPRR UNION PACIFIC RAILROAD ADL AERIALLY DEPOSITED LEAD (E) R/W I _ ---- -- - ---. - ----- ---- - USERNAME ->TY LIN-Riv DGN FILE => 846810ea00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 .��. UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 24 566 ��.P— 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPeFEss �otig( JEFFREY Fc 06-28-11 KIM m No C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of cnt COPIES OF THI5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 PROJECT NUMBER & PHASE LAYOUT SCALE 1'I=50' L -1 0800000745 O ro o x x NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 'CI3'' +25.78 34,59' Lt "CI3" +72,89 37,75' Lt "CI3" +20.99 24.97' Lt_ "CI3" +18.05 24.90' Lt 'I10 Imp'+49.21 74.53' Lt "CI3" +94,02 16,29' Lt Conc Barr TYPE 60 EC +74.40 "CI3" +07.67 12.00' Lt ''C13 11 +60.35 (E) R/W BC +07.67 PCC +74.77 CURVE DATA No, R (ft) A T (ft) L (ft) O 5000 4°56'06" 215.46 430.66 1 6 3000 3° 1 1 '29" 83.57 1 67.1 0 17 1814 3°08'51 49.83 99.63 19 8500 3°18'31" 245.49 490.85 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 25 566 S_IaVw 03-24-11 QaoFEss aN REGISTERED CIVIL ENGINEER DATE o al e JEFFREY y 06-28-11 KIM PLANS APPROVAL DATE No. 663106 A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of cnLiFOP��. COPIES OF T11115 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 a '(E) UPRR R/W i "CI4" +99,21 12.00' Rt L U Q T L O r U X o J U 0 � O �UJ I a BORDER LAST REVISED 7/2/2010 I Q 1 Q _ .. u. USERNAME ->TY LIN-Riv DGN FILE => 846810ea00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 PROJECT NUMBER & PHASE LAYOUT SCALE 1"=50' L-2 0800000745 x NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE, Dist COUNTY ROUTE TOTAL PROJECT 110 SHEETS 08 SBd 0 14.8/15.5 26 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPeFEss �atig( e JEFFREY F MATCH LINE, STA 56+25°00, SEE L-6 Big HMA DIKE, TYPE C ------------ 'CI -51 +21 e8 1 52°45 - Lt - - --.- 'CI1" +95057 37, 86' Lt 11 KIM P 14 -- -- "Cl2" +33.30-49 Lt v _ BC= +77.94 Beg A2-6 Be Beg HMA DIKE Trans �R "CI1 +26,50 44,00'Lt SEE C'�71 FOR SEf C-79 DIKE Trans 06-28-11 No C63106 1 A - -� (E) R/W ° g <«o Q W l "CI1 " +05.57 36.36' Lt �. +62.49 32.61 Lt END HMA DIKE Trans (SEE-., _ Ooo°��� �hBGR SEE C 9 W 0 1"CI" +88°38 57.Q91R� S9 io Beg CURB. Trans TY Beg HMA DIKE, PE E LiA PLANS APPROVAL DATE Exp. C I 3" +02.4 2 1 2.00' Lt :' rn M -- 0 ''C 13'' +34,02 59°06' Lt N'-. _� - - - _ 7 O END RW No. 795 THE STATE OF CALIFORNIA OR /75 OFFICERS OR ACENrs sHAtl MOT aE RESPONsieLE FOR IVIL`P '1 +52.26 g END CURB Trans SEE C.- 79 i MVP °� �9 -- "CI3" +51,25 33.0.0' Lt f ' CI3' +57,10 33,00' Lt J6 o'er Z:) +89 ENQ B1 6 � .RAMP TERMINI 711E ACCURACY OR '09PZ f7EA1E55 OF 5C.4NNEo - II CI1' 800+19.80 b o 0 'ClCI o S ° '9 St '- S-rFLANS " F 'CI1" +36,50 - 44,00 ♦ SEE C-4 t D +97.71 70,25 R EN A2 6 COPIES OF THI5 PLAN SHEET, 54+83,72'Cl"I ' = " 812+03,22 ',11 �� '/ EP 3 o.0 o CI " +43.75 6.63 Rt Be i B1 6 ns \ Trans END CURB T F \\ C + 0 I1' 0 ,00 4,00' Rt 1170AW 3RD STREET 3550IVINE TSTREET STE 12C ''Cl''+67,09 11 1� CI 3 /l 6.14'Lt PME / -5E -E -G--79>, EC +77, 31 Beg B1 6 A PPR A H SLAB 0 C RC8 . SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 W TCE. 7/ (E) R/' END B1-6 Abut 3 EAST RW SEE D Snts ROCK BLANKET T 807.38 +99,33 CI3 74,69 33,00 Lt /� C,I 3 +08°68--70.26'-L+' U ;EE C-79 CURB Tr ns "Cl2" I CI:3' +82.21 4.00' Rt 11 18 Beg 1 -6 0 36 +00.00 4.00' Beg B1-6 �G BC +55.63 \ R/W END HMA.;DIk:E Trans (SEE C-�_9) 11 �o Trans P N89 52 06 E 4 235,83 RUE „� BGg HMA DIKE, TYPE E b S89 52'06"W 233.66' e CI1" +08,29 36.00' Lt 13" +72.21 4,00' Rt 11 'p �O 28' 4� EC +69,56 Beg TAPER Be HMA DIKE Trans (SEE C-79 Beg -=- - - --_- - ------ ---r - - +72.87 51 Lt Big HMA DIKE, TYPE C ------------ 'CI -51 +21 e8 1 52°45 - Lt - - --.- 'CI1" +95057 37, 86' Lt EC +72,21 11 P 14 -- -- "Cl2" +33.30-49 Lt v _ BC= +77.94 a 6 io� ♦ Be Beg HMA DIKE Trans �R "CI3' SEE C'�71 FOR SEf C-79 DIKE Trans _J "Cl2" +72.96 36,00' Lt: ° g <«o Q 182 "CI1 " +05.57 36.36' Lt �. +62.49 32.61 Lt END HMA DIKE Trans (SEE-., _ Ooo°��� �hBGR SEE C 9 W 0 Beg CURB Trans SEE C-79 So°i ° 6 G S9 io END HMA DIKE Trans !�� Beg HMA DIKE, TYPE E TY Beg HMA DIKE, PE E LiA O :' --_--.__ P�- -- 0 ''C 13'' +34,02 59°06' Lt N'-. _� Q Cl2" +82,96 36,00 Lt: EC +25.39 + O END RW No. 795 -- N +52.26 g END CURB Trans SEE C.- 79 i MVP °� �9 \ \ +36, 23 O "CI3" +51,25 33.0.0' Lt f ' CI3' +57,10 33,00' Lt J6 o'er Z:) +89 ENQ B1 6 SEE C -25,fix 22.54' =' Lt Beg Be HMA DIKE Trans CI5":45;10 b o = 'ClCI o S ° '9 St '- S-rFLANS " SEE C-79 --- - o U- t D +97.71 70,25 R EN A2 6 .._=9-' °o �� '/ EP CI5 6 24' o.0 o CI " +43.75 6.63 Rt Be i B1 6 S CI3 +56.09 25.00' Lt PEE 1� CI 3 /l 6.14'Lt PME / V µAPPROACH A PPR A H SLAB 0 C RC8 . SEE C 71 FOR e W TCE. 7/ (E) R/' .. Abut 3 EAST RW SEE D Snts ROCK BLANKET T +99,33 CI3 74,69 33,00 Lt /� C,I 3 +08°68--70.26'-L+' U - SEE-:5tr PLAN "Cl2" - Beg RW No,. 795(E) Ease . //% EP- 18 - 15 +00.00 4.00' Beg B1-6 �G BC +53.18 - _ _ CI .+70,77 57,77:.' Rt Be A2-6 SEE C-79 CURB Trans P CI31 +53.19 24.00' Lt _ - -f SEEC 7g, C&G T1�ari's 8 w BC +20 �- _SEE;Str PLANS -- _ "C12'' +37.49,, 46 66.-L tA 9 _ � Cl2"� HMA DIKE, TYPE F , + N B - ,=- o e _47. Abut3 WEST +40:93 Cl2" +74.98 73' Lt _ - -- "CI 8.00 Lt +58,40 44,75'a�t _ Beg A2-6 EB +33,58., 25 SEE C-79 O&G-1ran -s 78 "G I2" +70 00 _ Cl2-..-t_70 00 24 E 108 - a Ngo°34 36 8 34: 51' Lt 37, 0' Lt N z4' 4 i'C13 7 EI2-+.c6e45 2 'Cl2 +58 00 21L 37 Lt 24:99 Lt -EP J 6 - END PCC DIKE TYPE -E - 31030 Lt S85°13 55'W W -:SEE- _.c-�� DIKE Trdns �,CIZ � +00,00 � �� , r �;� 350 30 1 "Cl2 80,0.. -. m 00- L -.t 441 .29 - -- --- -- _p7_; 27.6 n - 1182 Op 05 E - -- I10 Imp 801+4987 Cl2 +28,56.. ------ BC _+58.48 0o 2 3 CI 50+00,0_ r� _- 6_ BC +83. ------ t"_ - - -_ _. WB I`� 0 _ - - - -: - END HMA DIKE, TYPE -=- - - --_- - ------ ---r - - +72.87 51 Lt Big HMA DIKE, TYPE C ------------ 'CI -51 +21 e8 1 52°45 - Lt - - --.- - EP" 5 14 -- -- "Cl2" +33.30-49 Lt v _ BC= +77.94 L.L. L END HMA DIKE, TYPE C 3 1 3'51 " 84.60 , MVP -- 8 Cl2 SEE C'�71 FOR SEf C-79 DIKE Trans _J SEE C-24 ftflEiE B ANKET 182 w 4 oQz�opoQg °U�000� opo�� opo Ooo°��� �hBGR SEE C 9 W 0 °o goo°o o°oo°°o - - = - - - __ - -Z LiA '110 O 10_.Im ' 80.1+21,70-.72,00' Lt --_-_-___m__._ --_--.__ -_ --_T - -- 0 CITRUS ,OC Br No. 54-1293 (REPLACE) A N _Ave _ SEE Str_ PLANS EC +25.39 + - - -- N +52.26 g " 11 0 800 - --------------- _ J6 00 rCIF -=- - - --_- - ------ ---r - - +72.87 51 Lt 10:,801+44.3 I5 zJUI-r4.ev =48 2 CI '49+ 8,46 - +45,-5 CI" ------------ 'CI -51 +21 e8 1 52°45 - Lt - - --.- - a. eg R W N 792E a 300 42°20'15" 116,17 END RW No, 792W L.L. L 3 1 3'51 " 84.60 I x o ►_ _ -- -- snwcuT------------------------------------SA-WcuT ----- _ _._ _-_ 182 - 29358.94' LSI 8 GOf1C Barr TYPE 60C _ ----------- - - = - - - __ - -Z LiA '110 n� o Lij-- ` :�B - C I'4 0 - BB +96,00 3 4 805 -- -I Z -- = +52.26 g " 11 0 800 _ J6 " RAMP TERMINI 8 CURB Trans S Abut 1 WEST RW ;_- Abut 1 EAST RW U CI5":45;10 = S EE C -77 SEE Str PLANS St '- S-rFLANS " --- - Q U- .._=9-' - 4 1„ w ornr 110 CI5 6 24' 7 - 1861 -- --- -- 1 -- - - - - - • - - - - - - &0 1 2 N 87°41 24` C.I4 _ _ 'i30 E '3 .,. MBGR SEE C 1�I 8 ° L i 6 'CI4' +25.00 s_ U Q R (ft) 0 T (ft) T L z 5000 9°38'43" 421.86 L N � 300 42°20'15" 116,17 L U L.L. L 3000 3 1 3'51 " 84.60 I x o ~ J Q 224 48°42'31 101.38 oC-) 0 5 182 26°39'19" 361.31 401.21 8 295 81°23'09" 253.68 �o 23 3645 5°11'07" 165.05 m LiA n� o to BORDER LAST REVISED 7/2/2010 4@_+..4.8_10 - _ - _ _ _ r No, 5C-0064 I,...,- - - - END RW- 7.77 9 LA CITE }5 Ave .0q (Vt<IDZNIIUG) - "GI CI4 +19.71- - 24.00' Rt (E) R/W TCE Ci4"+7 ,35-60 77 -R - UPR1R- PPS StH .P 'AN SEE-Str.'--P-L, -S - - Be- - - PFE MATCH LINE, STA 47+50°00, SEE L-5 USERNAME ->TY LIN-Riv DGN FILE => 84681 Oea00 RELATIVE BORDER SCALE IS IN INCHES 2 1 3 J - - 7I5" +40,24 PFE (E) R/W TCE CURB Tram -5 SEE C -7g 47 58 27 Rt CI5 +84,35 802 35.67 Rt UNIT 2232 CURVE DATA No. R (ft) 0 T (ft) L (ft) �2 5000 9°38'43" 421.86 841.72 11 300 42°20'15" 116,17 221.68 1 3 3000 3 1 3'51 " 84.60 1 69.1 6 14 224 48°42'31 101.38 190.40 5 182 26°39'19" 361.31 401.21 8 295 81°23'09" 253.68 491.03 23 3645 5°11'07" 165.05 329.87 LAYOUT SCALE 1"=50' L-3 PROJECT NUMBER & PHASE 0800000745 10 0 ro 0 x x NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. Dist U �� , COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10/ 14,8/15,5 27 566 R/W p 03-24-11 REGISTERED CIVIL ENGINEER DAT Y - E PF oN4 EFFRE 06-28-11 KIM z "------------- ------ -- -- -_ .. - No. Gm - PLANS APPROVAL DATE 3106 Exp 711E STA 7E OF CALIFORNIA OR /7S OFFICERS -- - - - - - OR AGENTS SHALL NOT BE RESPONS/BLE FOR S41, VIL COP7E5COFATHIS PCAN SHEET,ESS OF SCANNED ,9 n` . .-...... ._- BAG x -' ANOAW 3RD STREET 35�TY,LN,INERNATIONAL 01 VNET EAE 12C 0 - SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 o 2N i G T z L O - r U J X o U 0 �o w a � L, BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ea00 RELATIVE BORDER SCALE IS IN INCHES CURVE DATA C:I1' +52.27 12.00' Lt .. - - - ( 10000 4°42'37' N 12 730 39023'28" 262,31 501,88 20 8500 �Alr END TAPER CITYI R/W Q _ R /W ��� ♦ PUE CUL�DF-SAC SEE C-61 0 - F_. -- a - - q - - ;,::::WASHINOTQN Dr . 8 got --- ------- - 6. - -"�/au 7 - - - 8....- 9 50 1 2 3':: q -131-9:81 ''CII'' +55,48 20,00 Lt ) W -' + R /W n END HMA DIKE, TYPE E Conc Barr TYPE 60C C:P1 817+24,0 3 24,19' Lt - - - ..-RCB -- RCB SEE D-Shts SEE C-80 TCE -- JDIN-' (E) POv t - SEE D Shts. - - --- - - .. -- -- — - — - — _ — - - — --"Il MBGR 0 " +24,03 66 ,7:1 Lt - - Imp'' $ o 2 1 F - - SEE C-10 CI1 817+29,03 _- ------ -- - -.._. -._------- - Imp'' EC 817+24.58 I10 _---------- MVP:: SEE C-71 FOR--...-;--- - - - - ------ - F ---- F J --------- -..._ SEE- C 44 ';_. ROCK .BLANKET I1 --_. ..--- -- - w - 1 0 0 2 t -_ 9c3oo. 8� o ) � � t °�0 �° ©C�Q��O�Sd�� 4 ... JOIN_+(1E) Pv_nt1 - - -- - -------- T - �nS �,r 815 518e47 -- - -.- _---------------------- - - 00 " --SAWCUT-_ EC WB — -7 ----------------------------II- +28- 33 -.. +25009 - - 10O - I- ....... -BC +02,46 -I-10- ;=. _ 73e91.Lt +96.94 I10 Im 18,71' Lt -- - - - - - - - -_ - - 64.47' Lt - --. N J -: - _ -- - .4 -_: - , _- - - 815 6 8-1:5003'40 E ,.,11110" 820 N8 1 - T_.- ._ _ - 0 .S.E.E C 71 FOR — - - v 29358,94� - - --- - • ---. _ --- - - 7 8 - - ._ - -- --.- - - - - -- ao R-OCK BLANKET o _-- 'I10�� g N88 03'40' E 810 8___ - 1 _.__-- EB 2 I10 Im +-1 5,07 ---- Conc-Barr TYPE 60C i1.0 Imp' __ � _817+29.,0 8,97.' Rt 1 66,97' Rt - - Conc Barr TYPE 60C --.EB -- Q ____ -I-10 - — - SAWCUT 72,33' Rt - --- SEE C 80 - . - -817+24.01- GI5 - N � -Up Won h'�°o 8�0, X30 $F _ _ BC +5.2,5.2 - - - - --- -.. - .. - __ --- Aux LANE LENGTH TO SI'R - 250' - E RA N88 20'1.1 E- 301-,24' L17-oa- a�UJoo Geo - 9.. Qo-- - -moo -r:�- - 4 ? . _ _ , z - CI5 9 N87041'10"E 810 104.88 1 J 24' 8 _ - - - E)-R/W CI5 817+24 01 SEE C_10 - 24 00 Rt - - - -EP - - PFE - E ,, - JOIN {E) Pvmt "I1 0 Imp +59,04 : -, - - 87,84' Rt - - T - ..::-- --- __ a ; UPRR ( )UPRR R/W - - GI5 +20;24 20,0 0` Rt - .--15.66' Rt EC +22°77 _._. - "C-15.'-+43;7"6 29,85' Rt - 'CI5" +77.26 - CI5' +73.71 ''C15" +73.98 CI5" +73,76 22,74' Rt > 13,2 Lt 32.85' Rt 35.93' Rt "CI5" +2-9..07 39.80' Rt Q END RW No. 792E ' END RW No, 802 'CI5" +49,69 w 24,88 Lt Z o 2N i G T z L O - r U J X o U 0 �o w a � L, BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ea00 RELATIVE BORDER SCALE IS IN INCHES CURVE DATA No. R (ft) A T (ft) L (ft) ( 10000 4°42'37' 411,29 822.12 12 730 39023'28" 262,31 501,88 20 8500 3°18'31" 245,49 490.85 0 1 2 3 Q Lu.,.. 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OR 4CENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9jF IFOP�� COPIES OF T1115 PLAN SHEET, OF CA3 SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 PROJECT NUMBER & PHASE LAYOUT SCALE 1"=50' L-6 0800000745 ,o �o 0 ro 'o "CL3' +82.81 20.00' Lt-.::, "CI" +54,02 54.00' Lt - - - --- END HMAID'IKE Trans END A2-6 SEE;:C-79 "CI311 807+82.61 ----------- Beg A2-6-;= C- I 59+4:"1.5------------------------ _...--- ---- ------- ''C131' +72.61 +72,61 20,00' Lt Cl ' +51 .00 13.00' Lt m END HMA DIKE (TYPE E) � EN END D B1-6 N ° i -- --- , -- -- -- - Beg 1jMA DIKE,.T.rans .._ -v I3 +17.89 4.00' Rt ;•:E -ND HMA DIKE <r•rr .., .: • .� (TYPE E) "C I" +8q.35 49,11'Lt Beg DIKE Trans ` SEE C-'79 END DIKE Trans G JOIN CURB A2-6 SEE C-79 �O_I',N==8 C& J (E) R/W W (E) Ease R/W SAW CUT Ld TCEF :EC 1OL56 — -'-'- - - - - - - - - - - - - -' I O FC I 510,40 'SOO 48'33'E-- ,, --- ... „--- � 7 '- -- - - - - -= .. -.. __..... 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OR 4CENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9jF IFOP�� COPIES OF T1115 PLAN SHEET, OF CA3 SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 PROJECT NUMBER & PHASE LAYOUT SCALE 1"=50' L-6 0800000745 ,o �o 0 ro 'o x Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15,5 31 566 REGISTERED CIVIL ENGINEER 06-28-11 03-24-1 aovEss a DATE o e had JEFFREY KIM z Na. 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SCALE 1 I_.S.O....�.�.r.�.z... ,� o X J _-_. __ ---'- -'-- ._ --- _.- _ _ .. _ _ .- -- -- - -- _ ._ .. .._ .._ .. . . - -- - �-- -- -�- -. -_ .._ -_.. _... - ..._ , _ ..._-. . i i .._ .- --- --�- ---- ' - - --- - - 1 5 Ver# a w w Q C� i. ! . .............................. ...........................................:..............................:................ .. _ _ __ _ s - _ _ _ _ _ _ _, __ _ _ _ _ _ _ �.�. .� QQ H o 0 o o sTnnoN 1 3 814 81 5 816 81 7 TOTAL � w a �h Exc 1 ,1 62 -I 1 ,1 62 " o `„ � CY Emb 4,278 -' 4,278 a o' BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER &PHASE 0800000745 DGN FILE => 84681otb011.dgn IS IN INCHES I I , I , X 0 d v 0 L ,L CONSTRUCTION NOTES: CONSTRUCT 8'' C&G PER C-82 CONSTRUCT 8'' CURB PER C-82 3� CONSTRUCT TYPE Al CURB 4 CONSTRUCT TYPE A2-6 C&G CONSTRUCT SPANDREL (10'' PCC, 6'' AB Cl2) (6/ CONSTRUCT Dwy APPROACH PER C-83 CONSTRUCT CURB RAMP PER C-84 CONSTRUCT BUS BAY PER C-84 CONSTRUCT OFFSET CUL-DE-SAC PER C-83 0 REPLACE EXISTING LIGHT IN KIND 11 CONSTRUCT 0.35' HMA (TYPE C) OVER 0.35' AB (CLASS 2) _ 2 RELOCATE EXISTING UTILITY. SEE UTILITY PLANS FOR DETAILS. 13 CONSTRUCT Dwy APPROACH PER C-87 14 CONSTRUCT 6''C&G PER C-82 15 CONSTRUCT 6" CURB PER C-82 NOTES: LEGEND BO BOYLE Ave CENTERLINE ADL AERIALLY DEPOSITED LEAD WE) EXISTING CITRUS Ave CENTERLINE Aux AUXILIARY CI PROPOSED CITRUS Ave CENTERLINE BB BOND BREAKER CI1 WB EXIT RAMP LOT Barr BARRIER Cl2 WB ENTRANCE RAMP (LOOP RAMP) LOL Beg BEGIN CI3 WB ENTRANCE RAMP LOL CL CENTERLINE CI4 EB EXIT RAMP LOL Cb CURB CI5 EB ENTRANCE RAMP LOL CF CURB FACE I10 INTERSTATE 10 CENTERLINE EG EDGE OF GUTTER I10 Imp INTERSTATE 10 CENTERLINE AFTER IMPROVEMENTS EBS EDGE OF BARRIER SLAB SL SLOVER Ave CENTERLINE GB GRADE BREAK VA VALLEY Blvd CENTERLINE LCBRS LEAN CONCRETE BASE RAPID SETTING WA WASHINGTON Dr CENTERLINE Pkwy PARKWAY - SAWCUT LINE Rem REMOVE ] EXISTING ELEVATION RSC RAPID STRENGTH CONCRETE SCUT SAWCUT TCE TEMPORARY CONSTRUCTION EASEMENT (E) R/W list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14.8/15.5 41 566 ��.P— 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �otig( JEFFREY Fc 06-28-11 KIM PLANS APPROVAL DATE No. 663106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL tFa�� COPIES OF T1I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 4Ile] mill eSmmiroZeII. 1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 2. SEE L-Shts AND P-Shts FOR MORE INFORMATION. 3. SEE UTILITY PLANS FOR RELOCATION OR REMOVAL OF UTILITIES. 4. SEE RW PLANS FOR RW LAYOUTS AND GRADES. 5. SEE E-Shts FOR RELOCATION OR REMOVAL OF SIGNAL AND LIGHTING. 6, CONSTRUCT CHAIN LINK FENCE AS SHOWN OR AS DIRECTED BY RESIDENT ENGINEER. 7. EXCAVATED ADL (TYPE Y1) SOILS TO BE PLACED IN EMBANKMENT AS SHOWN G-5 AND IN ACCORDANCE WITH THE SPECIAL PROVISION. BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga00 (E) UPRR R/W RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 OBLITERATE SURFACING REMOVE BRIDGE REMOVE Cone Chnl MATERIAL WITH AERIALLY DEPOSITED LEAD (TYPE Y1) CONSTRUCTION DETAILS EXISTING FACILITIES REMOVAL PLAN SCALE 1''=50' C -1 PROJECT NUMBER & PHASE 0800000745 oI 0 of x x iL NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. list COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 1 SBd 10 14,8/15,5 42 566 T"'` -P_ 03-24-11 REGISTERED CIVIL ENGINEER DATE oeR�EEs��ONq� e JEFFREY y 06-28-11 KIM No. C63106 m PLANS APPROVAL DATE THE STATE OF CAL'FORN/A OR /TS OFFICERS Exp.— OR xp. OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED '9jF aF cnL1�Px. COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga00 END'Exc AD"U SOIL RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 CONSTRUCTION DETAILS EXISTING FACILITIES REMOVAL_ PLAN SCALE 1''=50' C_2 PROJECT NUMBER & PHASE 0800000745 � F � o a � � W ,o 5o 0 e 0 ' ' +67 "I1 0" 1 51 ' Lt .... Beg Rem FENCE :.:- a _. D +77 "I10" 112' Lt b n END Rem FENCE 0 0 a a a. _... - -- - Z - -- -- _.. _... x — . . +57 'I10 Imp w Be Ob Pr _-- g Surf S f n Z95 :.. . - - +35 "I10 Imp'' U1 -'- - - - - - -. --- +56 -83' Lt I1 0 Imp" ND Rem- Med Barr - 3 : � ° - ---Beg Ex -c ADL SOIL - - 2 - Ul O O -- WB I-10 ... _ - - - - 7.90 - 1-0 + Ln - - -- --- - -- - - - - - 9 8 - 4 795 � + ii n 1.10 - 8- 9 _ 7 G 1 - HBe 2 - 3 -. 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O ___. ---. -'Beg em M BG --- J - - END Rem Cone Barr (E) R/W _ +60 87'Rt I10 Imp +60 97' Rt 'I-10 Im ' -.- Beg Exc ADL SOIL --- - -: _ _ - Be Rem Conc Barr 9 --- -- + 90- 1-24` Rt -'•'+I.1 0 Imp' - - - - - - - - - - • - -� _.............. - ,.....__.....:.......... - - - ::.::..a=.:_'.. - -- ---- • -, - -;I - - -- B e - - eg �ft' m -;FEDIC"E - --- --------- - • - --- .......:.. . - - - : _���R-+ � ,_.. +45 1 08 Rt I1 0 Imp' (E-)-..0-PRR RfW'� - - -- - -- '� BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga00 END'Exc AD"U SOIL RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 CONSTRUCTION DETAILS EXISTING FACILITIES REMOVAL_ PLAN SCALE 1''=50' C_2 PROJECT NUMBER & PHASE 0800000745 � F � o a � � W ,o 5o 0 e 0 x NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE, MATCH LINE, STA 56+25.00, SEE C-6 Rem FENCE a (E) R/W Rem FENCE +67 ''CI(E)'' 294' Rt END Rem FENCE --Rem FENCE— +73 55' Rt "CI(E)' +38 "CI(E)" 71.59' Rt + Beg Rem FENCE r +14 "CI(E)s' Beg Oblr ,Surf R B Ma'.V.E .'. J j list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 43 566 ��.rw_ 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( JEFFREY Fc 06-28-11 KIM PLANS APPROVAL DATE No. 063106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c _... _._ THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T111I5 PLAN SHEET, _ . ..,,.._............. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 +68 "WA" 1 52' Lt END Rem FENCE +26 "WA" 32' Lt Beg Rem FENCE +:57 "WA'' END Oblr Surf +00 "WA" Beg Oblr Surf R �l O" O tih Ax em FEDCE `p P \Y g r _At .c - �e A- 1 - Q v � +572tI10 1 y Lm A xE L,S L.af All 2-4 Rt Be8 R I � = FEDLOE _ v - /.-. -- -. -- - Q = END Rem BARRIER END Rem MBGR _ r i l / ,� % r- - s 1- Be- Rem BARR ,-,- - w -- ao- - - •; R/W - - --- - - -. _. - ------- -- - '3 - I10 Impel (E) Beg Rem MBGR +36 "I10 I U Q T L Ljj U X o J U 0 �o - - +q2 I10 Im L1.0 Imp' +bi 734`__Lt 'I10 Imp o Bey Rem MBGR END=.E'eln.. MBGR Beg Rem --- Ln --- - -- Beg Oblr--Surf I--1.0 N .,, .-_-WB - - ..._... - - - - 4 ��-i;10 Im '_'-X05-.:. - ----..•- - - o - .6 : - .._....._ ---7 - -co - Q --- 0 .._. Beg Re1.+49 MBGR Li Il ollz 2 3 4+48 "I10 Im 805 _:: +47 I10 •Im � J +16 "I10 imp- END Rem MBGR END Rem CURB = Beg Oblr Surf Beg Rem CUfB _ T - /.-. -- -. -- - Q = END Rem BARRIER END Rem MBGR _ r i l / ,� % r- - s 1- Be- Rem BARR ,-,- - w -- ao- - - •; R/W - - --- - - -. _. - ------- -- - '3 - I10 Impel (E) Beg Rem MBGR +36 "I10 I U Q T L O U X o J U 0 �o w w � n o N BORDER LAST REVISED 7/2/2010 ----------- END Rem MBGR I N - +17 I10 Imp' 21.0 Rt +29 I10 Im 210' Rt END Rem F.ENC� { f i .-. Beg :gym FENCE {: ` - . I�P.EiR (E) R/W - MATCH LINE, STA 47+50.00, SEE C-5 USERNAME ->TY LIN-Riv DGN FILE => 846810ga00 RELATIVE BORDER SCALE IS IN INCHES 2 1 3 J UNIT 2232 VIII I � o \ N O � 0 0 � w o ~ 0 a � CONSTRUCTION DETAILS EXISTING FACILITIES REMOVAL PLAN o0 SCALE 1"=50' 0 C-3 �o PROJECT NUMBER & PHASE 0800000745 NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. X BORDER LAST REVISED 7/2/2010 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 45 1 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE pPOFEss iati4 e JEFFREY 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. jy OR 4CENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9jF OF CA3iFOP�� COPIES OF THJS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 USERNAME ->TY LIN-Riv DGN FILE => 84681 Oga00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I I I UNIT 2232 CONSTRUCTION DETAILS EXISTING ILITIES REMOVAL- PLAN �cALE 1 11 —50' C-5 PROJECT NUMBER & PHASE 0800000745 'I•ti 64-'---- '---- -- (E) R/W - ------------- 00 -- -- --- -- ---.._..: - _i - ( )UPRR R/W +35 ' Beg Ftem; FENCE +91 GI(E) 53 Lt:O , .- - :..::........... _......_ w :ND iR�m FENCE - .. - N : - t �r o ,. --___- - ITRUS Ave C "CI(E)s =.; v _. 1 - - 2 --. 3 --- - -- 4- ---- 2----- 6 U :,.4.. ----- - "•8 ..._ ' - 9 30 Q - - .. - - - ---- - _ _ _= - - :ruj +33 ''CI(E)'' Beg Rem MBGR - -- - - : +51 "BO" 16 8' Lt Beg Rem FENCE (E) R/W � + 3 3 :rn Beg RemEFENCERt D• em FENCE ; .I BO" 167'Lt (E) UPRR R/W <, : .._-........ �54 Rem FENCE +32 'CI(E)" p ; (E) R/W 1 ::.::::::..:.1 :........ ' ; -' ;<,. END Rem MBGR E : M: x I N : - _.. O: +79 30' Rt "BO" END Rem FENCE '-- ---- ----- USERNAME ->TY LIN-Riv DGN FILE => 84681 Oga00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I I I UNIT 2232 CONSTRUCTION DETAILS EXISTING ILITIES REMOVAL- PLAN �cALE 1 11 —50' C-5 PROJECT NUMBER & PHASE 0800000745 NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. x X BORDER LAST REVISED 7/2/2010 .............................................. ................................................... --- ------------- ------------------ Y L N L OD r U BEGIN REMOVE FENCE (CHAIN AND BOLLARD) X o J U 0 "CI E +00 43' Lt (E) R/W ;'' - ' �o END REMOVE FENCE (CHAIN AND BOLLARD) �w _ � o /N BORDER LAST REVISED 7/2/2010 .............................................. ................................................... --- ------------- ------------------ Y ''CI(E)'' +00 60' Lt OD BEGIN REMOVE FENCE (CHAIN AND BOLLARD) "CI E +00 43' Lt (E) R/W ;'' - ' M END REMOVE FENCE (CHAIN AND BOLLARD) _ I U---- = - Ease- Ld .. �(E) N O O - - :�',CI 46+53.73 _: ..... ----- - cfl ('o C I TRIJS.:_Ave C I M ) - ----- Ln -- ------ - _--------- v o ------ s - - - --- F- - - _. D t : , r w _• r z - rn +80 'CI(I�)'' 45'::Rt z em FENCE +20 ''CI(E)' 75' R ! END Rem: FENCE u----------------- - -E-ND: Rem FENCE _- :a . Q +400 CI(E)'' Rt G .. +00 CI(E)" 135' Rt:--.- t--- - END END Rem FENCE ;• (' R/;W: - ----------------- - - USERNAME ->TY LIN-Riv DGN FILE => 846810ga00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 1 SBd 10 14,8/15,5 46 1 566 T—` -P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oeR�EEs��ONq� e JEFFREY y 06-28-11 KIM No. C63106 m PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL p THE ACCURACY OR COMPLETENESS OF SCANNED '9jF aF CAL iFOP�x COPIES OF THIS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CONSTRUCTION DETAILS EXISTING FACILITIES REMOVAL PLAN SCALE 1''=50' C-6 PROJECT NUMBER & PHASE 0800000745 0 0 r � 0 �o i.: RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 1 SBd 10 14,8/15,5 46 1 566 T—` -P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oeR�EEs��ONq� e JEFFREY y 06-28-11 KIM No. C63106 m PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL p THE ACCURACY OR COMPLETENESS OF SCANNED '9jF aF CAL iFOP�x COPIES OF THIS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CONSTRUCTION DETAILS EXISTING FACILITIES REMOVAL PLAN SCALE 1''=50' C-6 PROJECT NUMBER & PHASE 0800000745 0 0 r � 0 �o NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. x I om > w m a n J z LLJ c," v J In W aw = U n L' 0 d 0 L JL BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 ill COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14.8/15.5 47 566 ��.P— 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CONSTRUCTION DETAILS MBGR SCALE 1"=50' CONCRETE BARRIER FENCE PROJECT NUMBER & PHASE 0800000745 C-7 I a J � N O> oa +08 ''Cl 3'' 21 Lt (E) R/W +07.01 'I10' 97,71'Lt" - - Be CL GATE 9 +08 I10' 78' Lt _ - JOIN EXISTING FENCE I _ 89.90' Lt }07.16ui - --Ld - -- - - -- - _" "_��I10' END CL GATE - N Beg- CL FENCE +0-7;40 "I 0" 77.86' Lt ------- WB I-10 - - ---- END CL FENCE - - - - - .--. --. -Beg-Gone -Barr TYPE 60_ 11110" _.Lo " g 780 �2 + 7T5 6 8 7 -- - - PROTECT.- IN PLACE 00 2 3 4 +08 I10 ti - -Beg Conc Barr TYPE 60C --_ SEE C-84-& C-87 Trans & SCUPPER DETAIL =..,_ - --- — J-OIN (E) Conc_Bcrr. - _ .- -- - -- - Ld - - - (E) R/W _ - - (E) UPRR R/W USERNAME ->TY LIN-Riv DGN FILE => 846810ga00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 ill COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14.8/15.5 47 566 ��.P— 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CONSTRUCTION DETAILS MBGR SCALE 1"=50' CONCRETE BARRIER FENCE PROJECT NUMBER & PHASE 0800000745 C-7 RAILING (TYPE WB) FOR-Conc Barr -Trans END CAP (TYPE TC') J I I N L U LL Q Xo� - CONSTRUCTION DETAILS o �o UJ n� o N BORDER LAST REVISED 7/2/2010 MBGR SCALE 1''=50' CONCRETE BARRIER FENCE C_8 USERNAME =>TY LIN-RIv RELATIVE BORDER SCALE 0Z 3 UNIT 2232 PROJECT NUMBER &PHASE 0800000745 DGN FILE => 846810ga008.dgn IS IN INCHES I Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS NOTE: 08 SBd 10 14,8/15,5 48 566 FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( x EFFREY Fc 06-28-11 KIM m No. C63106 PLANS APPROVAL DATE A xp. THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- sr CIVIL OR OR AGENTS SHALL NOT BE RESRONS/BLE THE ACCURACY OR COMPLETENESS COPIES OF T11115 PLAN SHEET. FOR c OF SCANNED a� OF CAL 1F ".._ __ --- " -. -_- - - - - - - --- - SANBAG .-". 1170 W 3RD STREET -SAN BERNARDINO, CA 92410 TY LIN INTERNATIONAL 3550 VINE STREET STE 12C RIVERSIDE, CA 92507 w m o w � > w U w w w � (E) Ease , - � a c =4.63 "CI3" Beg ALTERNATIVE IN-LINE +39 ''CI3!; 36' Lt TERMINAL SYSTEM X ENDConc Barr TYPE 60C:LA (Mod) +00 "CI3" 33' Lt Y g Beg Conc Barr;ITYPE 60END Cone Barr TYPE`'60 +25 "CI3:". a Y -- SEE C-85' FOR Trans .T.Q'iTYPE 60 CONNECT TO MBGR (SEE C-81) END Trans z +50 ''CI3" 37' Lt END CAP;"!""TYPE TC) RAILING (TYPE WB) END Conc Barr TYPE-"60:;IMod) Beg.;Trans RAILING (TYPE WB) +18 "CI3" 26' Lt EGIN Conc-.Bar-r HYPE 60C -A Ned). +65 ''CI3 33' Beg Conc Barr TYPE 60 (Mod)" ;?' SEE ( 85 < _ +78,45 "CI3" 73.54 Lt (E) Ease - --=: " +76,30 "CI3" 60:36' Lt +73 "CI3" 39' Lt om> Beg CL FENCE :" ------- - (TYPE +08 CI3" 26' Lt _MBG R 795 aw �z n END Conc Ba rr TYPE 60 ; . —4.- ___ SFT 7, n w SEE C-85 FOR R Trans DETAILS ___--- - CI3 R ASSEMBLY (TYPE 4_ ---_ MBGR D1 1ERMINPL ANCHO 3 +26 'CI3 (T --PE 16g) C� _ BC +08 "CI3' 21 'Lt EC +94 "CI3" 25' Lt ____- -- -- ' 2 \— A L SYSPEM x - 1 FLARED_TERMIN - A LTERNATIVE _.. 195 Z - - _ 190rn e9 B _ --- - - TERMINAL+SYSTEM N 8 - FLARED W " - --- - - - ALTERNATIVE D - 1 __.. - EN D - z 0 3 VdB I-1-0 "I10" ``9+' --- m 7. o ; 9 L10 ' - _ v' D a - __... a -- 2 4 79 - oa + L10 g - EC +661- MBGR (TYPE 12A) O m J N 00 785 6.._ - - 7 - - -- I1 0 Imp -- v }: 3 . - - - - c/1 Q o Q - - - - - pROTE.CT IN --P-LACE - EB I-.1.0 .+35 "Il0 Imp'' -" - - m N BC _-- - 14 n «U ¢ Z U W +57 C.I4, 4, Lt Be +07 CI4 g ALTERNATIVE IN-LINE TERMINAL L SYSTEM N - -- _ I10 Im 8 7' Rt 20 Rt - z _ g+60 Be Conc Barr TYRE E 60 (E) R/W Conc Barr ON Ret WALL. +85 CI4'-.4'._�t"-. _. _-- • - --- :- U I— Conc c Barr Rt -- . SEf: R - Sh_ts - - - a . ", ENS ConeSBarr4TYP1,' 60 - +07 'CI4" 6' Lt UPRR ... &e ___Gonci::Barr 9 T:Z:RE: 7�- A ON RW 790 (E) UPRR R/W END ALTERNATIVE IN _LINE _TERMLNAL-_SYSTEM - - - z _ SEE C-80 FOR Trans DETAILS.-.--. -- - - Beg MBGR-.Trans -RAILING _ _. ,Beg L ...- .. . Barr C736 B a -- +32 "CI4'Wg TYPE �W _- END MBGR Trans SEE Str PLANS'::' RAILING (TYPE WB) FOR-Conc Barr -Trans END CAP (TYPE TC') J I I N L U LL Q Xo� - CONSTRUCTION DETAILS o �o UJ n� o N BORDER LAST REVISED 7/2/2010 MBGR SCALE 1''=50' CONCRETE BARRIER FENCE C_8 USERNAME =>TY LIN-RIv RELATIVE BORDER SCALE 0Z 3 UNIT 2232 PROJECT NUMBER &PHASE 0800000745 DGN FILE => 846810ga008.dgn IS IN INCHES I x Dist COUNTY ROUTETOTAL PROJECT J No. SHEETS NOTE' 08 SBd 10 14,8/15,5 49 566 FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. S_Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFEss �oti4( MATCH LINE, STA 56+25°00, SEE C-12 JEFFREY Fc 88.14" 38 9 7 4°59 PLANS APPROVAL DATE "� CK 6 6310 E -11 BE +14,63 'Cl" 96,19' Lt ___.-, 4 OQENTsSaZt MOT9fRESPom519I,'f_01? pC vIL aP CI1 +38,21 CI1 +0 �t C I 1 +!7 5 ° 4 4 THE ACCURACY OR COMPLETENESS OF SCANNED �E' oe GIN RECQNSTRUCT F- NCE of cnuF (CHAIN AND BOLLARD) 93,68' Lt coPrEs of THis PLAN sHEEr• __..-.._.._-.�.....-.,_.._____. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C -- -- ---- - • - - SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 R/W '40,32 "`CI3" 47,74-` Lt END CL FENCE / q 'CI1" +86°84 �O +3:4.02 "CI3" 59,06' Lt ', 80.29' Lt Beg CL FENCE +41 'CI" CP END Conc Barr ! 9 ��,� Conc Barr ON Ret WALL N' a TYPE 26A (Mod); SEE R -Slits N O�q Conc Barr TYPE 26A:(Mod)' �. +75 Cl2' WITH TUBULAR HAND RAILING Beg RNATIVE FLARED TERMINAL SYSTEM SEE C-80 - 1 cU 6 �O Be ALTS ENp..0 c..Barr T t92"Cil"Q V~ µ Beg Conc Barrh, + �� -_ TYPE TYPE 26A (Mod) _. CONNECT MBGRr--TO A56t' PER END -CAP- (TYPE TC ca +08,6&' :'CI3" 70,22' Lt END CL FENCE TERMINAL SYS END ALTERNATIVE FLARED - J59 71 • T TEM' r TE.RMINAt-A-NCHOR ASSEMBLY 01 Cl2 (TYPE SFT-) 9 8@g. CTY� B%rD - - - - O BC +g{1 0 Im 3` L1;- E D b _ +96Imp''Be ALTERNATIVE-- 9 I10 �� P FLARED TERMINAL SYSTEM i nC13 8 one ANCHOR- v T SYSTEM - "CI - Zn BLOCK _. +33 I10 Im END AL ER U 6 fiERMINA ---- -- 4 FLARED TERMINAL-SYSTEM_NA E w TIV Lli uJ +A-3-IpTiE" I :L-1NE 2 GO 3 EC +20 I1 0 Imp'' 3' Lt LLJND A N 7 ELf). ,�0I2�� 8Q -o.. - - - EC_ +30 -I10 Imp - Conc BarrImp'- -- +8D. I1 0 -� O 0E o - --- O - END Cone Barr -TYPE 60C -- -- Conc Barr TYRE 60E -(-I10 WE TYPE 6 Ln 6 - - `Beg END -Cofic .flan 60E & 60GE (Mod) N I— WB I-10:. - BC +84 -- -- - Beg-Conc Barr T:Y.PE 60C ----- Beg-Conc Barr TYPE'60GE -Mod PER -C 80-I10 EB _._ 00 I10 IMP - - BC +90. I1 0 .-I_m 3' Rt Tnc Barr R - -- _ Q rn _ - P _. 60GE EC I10 Imp'' 3''f?t,. +_75 'L1D Im PE -- +21 I10 Imp- Cone Barr N -- j-10 g.. P - (Mod) - 1 ND Cot1c Barr- -TYP.E 60D_. 60D (R-Shts) - __ .. _ - - __ -- _. --- - EB Be Conc Barr.- TYPE--6OD I10 • .. &oo w 4 805 +37 CI5 W Conc Barr 3 TERM CNA END ALTERNATIVE FLARED J 'I 'I S IEM FLARED L SYSTEM U 9 Be ALTERNA 2 ~ 8 L SY 60D (R-Shts) <- E:. - CI5 6 - - 7 � 3 2 MBGR (TYPE 16B5 � - 1 O V -7 -'W E) R +74 'CI5 ( / T a co (E) R./WTERM E) INAL ANCHOR ASSEMBLY (TYPE SET) _--_ +4g CI5 Co:gc- Bdrr DN Ret -WALL Conc Barr ON Ret WALLCI4" END Conc Barr TYPE 7368 - �157Conk -Barr- TYPE 3b3 x o a -B.e __ EE is S R SEE R Slits _--.---JOIN Br--Barr(SEE.5tr: PLA VS) { UPRR- -_ _C1P f2 . JOIN Br_ BQr-r--fSEE--:Str--PLAN5) � o v _ - CONSTRUCTION DETAILS 0o MATCH LINE, STA 47+50.00, SEE C-11 MBGR Lu CONCRETE BARRIER C-9 aN a SCALE 1"=50' FENCE BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 DGN FILE => 84681ogaoo9.dgn IS IN INCHES i i .A�_ Q NOTE T Dist COUNTY ROUTE TOTAL PROJECT J N0. SHEETS O FOR ACCURATE RIGHT OF WAY DATA, CONTACT r U 08 SBd 10 14,8/15,5 50 566 X o J U RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. +O 1 FEss REGISTERED CIVIL ENGINEER DAT --r +09.81 ' 76.52' Lt X -- - J Y EKIME N END CL FENCE Beg CL GATE +51,16 "WA" 74,49'Lt ` - 06-28-11 m 631 No. G 6 END CL GATE '-� _. PLANS APPROVAL DATE A Exp � •, Beg C L FENCE E) R / W -; "'- ",-;------- THE STATE OF CALIFORNIA OR ITS OFFICERS -- OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P - 4 O +83.45 WA" 6 0 . 6 6 ' ILL .. F - COPIES OFATHI5 PLAN SHEET,ESS OF SCANNED of cnL10 O i 92°00 'WA'`.'. 6 Lt JOIN JOIN (E) FENCE E - _ ------- G TY AL ANOAW E4,65' x ND CL GATE +39,27 WA 36,76' Lt � 3RD STREET 3550IVINETSRRAETONS E 12C � m O� Beg CL FENCE END CL FEN CE Q SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 o P Beg CL GATE = c +77 J 7 Lt -.. w > q WA +5-8,14 3 END CL GATE31,15' - _ p a: 39.14' Lt- Beg :CL: FENCE .- z Q +79,53 WA' 31 ,23' L 93 WA -85 18' Rt 'WA''+61 +58,02 SND jCL FENCE t - '.. O END'.. CL ENI �Q 20,00 Lt IN,(E) FENCE JOIN-(E) FENCE Q-_. ----- -. :::WASHINGTQN Dr - o- _ .... - - ' W/a" ..7--- 6 - ------------- 8....- q ---- 50 );,:, : 2 3':: - 4 .- --. ' . o , .Rt .-.. Barr - =TYPE- 16:&- - OMBGR w +84.29 20.00'RtWA +0309E ,WA88',01 N TOnBARRIER (SEE C-81) - END CL FENCE Beg CL FENCE „ EIVDNCA.P(TYPE TC) , _- --. JOIN (E) FENCE Beg Trlans RAILING :(TYPE WB) B IN +30.14 WA' ' 90,70 Rt - - +79,06 20,00Lt WA : - +77 'I10' > om , - Be CL GATE 87 - END Trans RAILING (TYPE WB) +83 1I10" - w m o Be CL; FE - g NCE END FLARED NA IEM RSYSTE, TERMVE TERMINAL INAL J z183;7 4- __. .. - U f.. — - - --.-. WA 2D-.00- -._ 7 - -. _ - 2. -- w w - _- :.::1: --- -.. - 3 - - - 4 -.._. 815 _- _-.-. - Be ALTERfNAT1-VE FLARED TERMINAL SYSTEM - 9 _.- ....... BC +02.-�I10 Irn - +55 - _ 7 WB 1-10 - o � o WB +2I10-Im '' END Concc-Barr TYPE 60C .5 " O - - -_I-10 Beg Cone E 60 Barr T-YP 60 SEE -- .. C� BDCon� N __. - - - 6 - JO N BaDETAIL 7 v + --rr- 2.. _. 3 4 81 5 9 I 10" 820 -1 - e o m - 8 _ i10 9 1 2 -10 + 20 OI5 ' --. - _ B - _ E -_1'=10. -BC +77- CI5 -. MBGR - - o Q :_:_: o z 9 810 1 - -I CI5 +=7 0. zo 2 --- - _- (E) R/W JOI N (E) MBGR - - - - --- -- ---- U -- EC +23 -; - - t -CI5- - +29,07 CI5" 39,80' Rt =_ - o Q g +00 CI5" Beg, CL FENCE -- f:76 7-1 -'CIS 3& 85 Rt -- - - X .� a END Conc Barr TYPE 736B - . -" O.G FEENL ll - I ` - - C3_ flN Ret:WALL ONNECT MGRTW C N SEE R_Slits--. - -.- END A) - - +24 "CI5 Q .C-AP..(T-YP� - _ d (E) I UPRR R/W Z Io .A�_ BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I SCALE 1''=50' UNIT 22 CONSTRUCTION DETAILS MBGR CONCRETE BARRIER C_10 FENCE PROJECT NUMBER & PHASE 0800000745 ,o 0 ro 0 ,o Q T L O r U X o J U 0 +O �Lu --r a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I SCALE 1''=50' UNIT 22 CONSTRUCTION DETAILS MBGR CONCRETE BARRIER C_10 FENCE PROJECT NUMBER & PHASE 0800000745 ,o 0 ro 0 ,o NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. x BORDER LAST REVISED 7/2/2010 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 51 1 566 ��.P— 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORM.4 OR /TS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9jF aF cnL1F°��� COPIES OF T1115 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Q T L v O s U X o J U Go 0 _ -- ----, Conc Barr TYPE 26 RR ( ) U R /W �o ------------ - -. w w n� - BC +1 8 CI - o N BORDER LAST REVISED 7/2/2010 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 51 1 566 ��.P— 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORM.4 OR /TS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9jF aF cnL1F°��� COPIES OF T1115 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Go ----- _ -- ----, Conc Barr TYPE 26 RR ( ) U R /W ------------ - -. WITH TUBULAR R�Mod) AR HAND LING AI - - BC +1 8 CI - --- ---- - S - C-8 - Beg Conc Barr _.._ - PI_'(Mod)- T.Y 26A +75 CI-` -S`EE C 80 _. Mod END TYPE ) CBr: Barr 261 -: Conc B _ Br 5tr PL ANS) N Banr,(SEE !. << ,. TYPE A (Mod) . (E) R/W D SEEt R L ANS -- EC +81 CI - P GC +94 "C I' _ • : +73..,C�� : : _- Z m ., _. 6 . - .... .. CIS - ,I. D +20 "CI" -1 EC +86 "CI" - 2 - -- ��Il� CITRUS Ave 7I --. EC +70 "CI Conc Barr TYPE 26A Mod) +68 CI:' � � O � -- WITH TUBULAR HAND RAILING p - --- SEE.`C- 80 - O - - O 1 Be Cone Beg c Barr:. TYPE -:-26A- (Mod)'. BC +52,96 69,75'Rt 47 +78 DCIII +81 "C I" m +80 "CI" SEE C-80 O +08 6 5 "CI 110''59'RtW END on Bar TYPE 26A (Mod) C c r Beg,CLi'°FENCE BC +24 ''Cl''' (E) R/W JOIN Br Barr (SEE Str PLANS) x EC +10,03 'BO'' x X BC--' X36 "CI" 72,25 Rt n _: R/W +47.29 CI" 129,32' Rt: Beg CL FENCE +12,30 "CI" 127.00' Rt l BG +54530 ''BO'' END CL FENCE < - Rt -+78.86 'ILIA "CI'' m --- +13,14 153,21 Rt 153.18' Rt D EC +05,77 "BO" cD 30,00' Rt------------- - +78.51 "BO" 30.00' Rt CO ".. ._., ............. END CL FENCE O -- JOIN E FENCE m N N ..: _.- .. N :.. o USERNAME ->TY LIN-Riv DGN FILE => 846810ga01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 � W b ~ O a d CONSTRUCTION DETAILS MBGR CONCRETE BARRIER C _11 o SCALE 1 =50 FENCE so O PROJECT NUMBER & PHASE 0800000745 NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE, X U � T L v O OD s U ''Cl'' +81 ,63 66,62' Lt X o J U 0 ` '"END RECONSTRUCT FENCE +O CHAIN AND BOLLARD) ''Cl'' +82.04 �Lu - -- - nL 71 .61 ' Lt ...........'----- -• a': o N BORDER LAST REVISED 7/2/2010 USERNAME -)TY LIN-Riv DGN FILE =2 846810ga01 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 52 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9jF OF CALIF COPIES OF THJS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 O II I O p � W H ~ b ~ O a d Q � CONSTRUCTION DETAILS �~ MBGR SCALE 1 "=50' CONCRETE BARRIER C -12 FENCE o RELATIVE BORDER SCALE 0 ' Z 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 IS IN INCHES I I I I I I OD ''Cl'' +81 ,63 66,62' Lt ` '"END RECONSTRUCT FENCE CHAIN AND BOLLARD) ''Cl'' +82.04 - -- - 71 .61 ' Lt ...........'----- -• a': U (E) R/W- ! -- --- (E) E Ease _... -- W Ln R/WJ 7 7� . --- --- 0 .. ________ ____ N865 __... CI3' ._" = 7 1 60 N- - ,. - - W --- - _.. J BC :k72,68 -"CI' EC +72469 C•I';: 59,0.0 R. t S�3,00`, R .. END CL'iFENCE D r. Q +70,75 -"CII' +:54.04 i'CI' 63°72` §t 86.16' Rt END CL:GATE' Beg CL (FENCE d +44.03 CI 90.13' Rt +63,81 'Cl" 87.17'9 END CL FENCE END CL GATE 1 - Beg Be CL GATE Beg Be CL FENCE +34,-59 ''Cl'''I 68.77' Rt ~ END CL FENCE •• Beg CL GATE +69,31 ''Cl''113.34' Rt J=''� --------------- USERNAME -)TY LIN-Riv DGN FILE =2 846810ga01 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 52 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9jF OF CALIF COPIES OF THJS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 O II I O p � W H ~ b ~ O a d Q � CONSTRUCTION DETAILS �~ MBGR SCALE 1 "=50' CONCRETE BARRIER C -12 FENCE o RELATIVE BORDER SCALE 0 ' Z 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 IS IN INCHES I I I I I I x X NOTE: FOR CURVE DATA SEE SHEET C-22 X X s0 +94.02 EC 16.29' Lt Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10/ 14°8/15°5 55 566 S-IaVw 03-24-11 QaoFEss aN REGISTERED CIVIL ENGINEER DATE o ,, e JEFFREY y 06-28-11 KIM z No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CALiFOP��. COPIES OF THIS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 !"C13' 1078.43 ETW M ANGLE POINT v I W B CP ori -9 O X I3 Orli O ' ] `�': r v'. O, rj S �I• <'� `G Ln �j s O� r O> > 8 1 -+ ----- Ln O O- 90 �_ �� <X _ _ 6 <X J N < F < F <X 40 ---...-.. - T X .-.._.-.. _.. -.-- -- W.g ENTRANCE RAMP s Ln U m +74.40 EC 4°00H Rt ES x �S OHO Es Q+60.35 BC 4°00'Rt'. 4 Cl3' 1079.16 ES - .- - r C ' + CI3"1079.14 ES +12,03 IC - � I10 Imp'' ETW 0 +75.00-65;85 tt s M 110 Imp' 1079°59_ETWmeq, O r s r o r x r O rcp x V- --X.............r O O s O r s ✓� _.._., Fj�� x =L is �'_ ° -_mss x r s o s � o ✓ � �o z, o <, r � x oo 'o ° Os P y< -X <X �Fs�r�r<X <Xxr • ]< sC ➢ °` <- .r.°_r-..Xc \C�p 6 �k° �oowO O q dOPO roO O 8 73 cpl A Q s <--X •- o�o.-.< _. 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COPIES OF THIS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 !"C13' 1078.43 ETW M ANGLE POINT v I W B CP ori -9 O X I3 Orli O ' ] `�': r v'. O, rj S �I• <'� `G Ln �j s O� r O> > 8 1 -+ ----- Ln O O- 90 �_ �� <X _ _ 6 <X J N < F < F <X 40 ---...-.. - T X .-.._.-.. _.. -.-- -- W.g ENTRANCE RAMP s Ln U m +74.40 EC 4°00H Rt ES x �S OHO Es Q+60.35 BC 4°00'Rt'. 4 Cl3' 1079.16 ES - .- - r C ' + CI3"1079.14 ES +12,03 IC - � I10 Imp'' ETW 0 +75.00-65;85 tt s M 110 Imp' 1079°59_ETWmeq, O r s r o r x r O rcp x V- --X.............r O O s O r s ✓� _.._., Fj�� x =L is �'_ ° -_mss x r s o s � o ✓ � �o z, o <, r � x oo 'o ° Os P y< -X <X �Fs�r�r<X <Xxr • ]< sC ➢ °` <- .r.°_r-..Xc \C�p 6 �k° �oowO O q dOPO roO O 8 73 cpl A Q s <--X •- o�o.-.< _. 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Ln s >> oo_ ys, X90 - �o r o ✓ 9 0 0 6o s --01 tF x 9 r O O ✓ �5` c✓ O ✓ ✓ .f.. O F� 9 l' 3 9 s9 r✓ s°�'o 0 0 0 � r 'o �r o ��� � � 3, o meq; o ��; o U r cp 6�. - . _ - �u0 6� 9cP cp F T O - ° �-A INTERSTATE 10 U -----��-0'-Im -- - W - -7-4 ...Ld 4 _. IIi - +25 00.14.-00 Rt " 1081.67 ETW (V 14 0 I m k socp k __... _ S � ✓ h ✓ O h O + s k__-.... _ k 00 `�, iS` f O r✓ oo 00 - 0 0 0 r✓ o o r 9 °o r s .o oo 6� r o..-_.• 9 0 3 0 cP r v' °O O_ �O. ✓ = �� ✓ '� O �- - �. 6 h d' 6' 'r cP� 6c %-1 cp O O O J X _. x::=- O I Q __� x0 � s O j 8 9' X6`9] �6, °6' dO fl_ � O- `�'�S•SS_ A9 2 O 9 OcP O� 80 °> °� ✓_ cP0 � ✓ ---`I' --- �f'- ]�6_ 6'c� � � TAX � X S --- � --- T�X---- CURVE DATA No. R (ft) -,Al T (ft) L (ft) 33 2066 3°13'4711 58°25 116.47 O V U Q T X X L O O S r U -X. X o J U �� O O O c✓ O 0 O✓ O✓ +O '' �Lu � m Q' 0 °✓ � a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga01 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10/ 14°8/15°5 57 566 S-IaVw 03-24-11 QaoFEss aN REGISTERED CIVIL ENGINEER DATE o a� e JEFFREY y 06-28-11 KIM PLANS APPROVAL DATE No. 063106 A THE STATE OF CALIFORNIA OR /TS OFFICERS ti Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED a� OF cnL IFOP�x. COPIES OF THY5 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 UNIT 2232 � O I CONSTRUCTION DETAILS' wol SCALE 1"=20' C-17 a o PROJECT NUMBER & PHASE 0800000745 X X I x I S O S -X. �� O O O c✓ O c5` O✓ O✓ '' � m Q' 0 °✓ 14' 4- -4 +75.00 14.00' Rt 1 4-, 'I10 Imp1' 1090°97 ETW x01 O ✓ 9� ✓ �.� o Q O ... °o 6' D O___. p O °o o o a✓ 310- o r °o m N ✓lo°o r m0_ �O_ O ✓q'O ✓�= �O_ ✓�� �O ' ��' ✓30 �-6,--� O� 6. 9� J c� _..-. - ..... .. ....... 01 X k O S J ✓ S ✓ O ✓ 9� 9j ✓ O ° 9> cp``>'j O p a UNIT 2232 � O I CONSTRUCTION DETAILS' wol SCALE 1"=20' C-17 a o PROJECT NUMBER & PHASE 0800000745 x Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15°5 58 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL IFa��l COPIES OF T11I5 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CURVE DATA No. R (ft) 0 T (ft) L (ft) 75 12 182°00'05" N/A MATCH LINE g3 30 87049'15" 28°88 45°98 94 10 92°10'45" 10°39 16°09 98 10 92010'45" 10°39 "CI" STA 48+75, SEE C-17 6 87°52'47" 5°78 9°20 ww n� o N -- - -- - -- - - - > cw77L11-JI _ ------- -- -- ----- - -- -------- - -- -------W - 99 Ld - --- "CI4" .. - - -- ,� -- CI5" 80 ... zJ o - Ln � -- - 801 802 °� ---- . -' EB ENTRANCE RAMP 799 -. -- -80 = M W -EB EXIT RAMP' ' - _.._.. - ` x CO N98 _ o ti Q Z X V o r ti V 93 y Ln = CO U O -._. .. — Lf) O O - O .._:: �� �� ,. • . ............. .�.. - _ ".... 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LT 114.0. +25 p4 F� o N FrdV 1116 ° ` N MATCH LINE "C I" STA 46+25, SEE C-30 O p H r � F � o a � � W RELATIVE BORDER SCALE IS IN INCHES 0 L UNIT 2232 O CONSTRUCTION DETAILS o0 �o SCALE 1''=20' C-18 s o PROJECT NUMBER & PHASE 0800000745 x X Dist COUNTY ROUTETOTAL PROJECT J No. SHEETS 08 SBd 0 14,8/15,5 59 566 S-IaVw 03-24-11 QaoFEss aN REGISTERED CIVIL ENGINEER DATE o a, e JEFFREY y 06-28-11 KIM PLANS APPROVAL DATE No. 063106 A THE STATE OF CALIFORNIA OR /TS OFFICERS ti Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL IFOP�x. COPIES OF THIS PLAN SHEET, SANBAGTY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C ------ SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 +75.00 2.00' Lt ------ 110 Imp" 1092.72 ETW -- -- ES X os o o r r s r - k - - - -- - - .._. X--- - _- - j` O v' f X f X �, o X -✓c - f9 - - ---0 i. O o -'X X -.._ - -- - ---- ------ --- -- - _ -- ls_ O r S ' X X _. - ..._. -.. 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Orjr-^+.U-,A°.' ro✓te- 0 , n J'(F- /+0 "7^0 \ +39 EC 14°fl0 1p s ' T25 59 1092,59 ETW 4 O co00 o 14 a co V) o 0 o °O CD �rCl- Z J 6' 6� � 3 �3 OO fe) �O cP �61 61 9� o �'j cP 6' 6' cP 6' d 6' 9 6' S' °9 S' °� .9 =� ,g O 6' J �S` 9 `� `9ir' - O `9 O J< O > >cp 6' O J` O 6+ - cP_ c �_ °v� ➢_ °6+ °O ° °v' °po ^� 9 O y O 9 O cP --- J W �r — S _ — S S T X ➢ d> S J- 6d r°O c'° 6 u1 Q T L O r L- BORDER LAST REVISED 7/2/2010 00 I U W W W N z J O 0 U M F-- O 00Q � Q F- ln — — — _ S s - 808 Ln IU USERNAME ->TY LIN-Riv DGN FILE => 846810ga01 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 I i I i I i I UNIT 2232 O N I U w LLJ Ld cn z J Ln N co S + U O I- CC) Q �a B- ln Lt7 U CONSTRUCTION DETAILS SCALE 1"=20' C- 19 PROJECT NUMBER & PHASE 0800000745 U L X o J U 0 +O L LI � I BORDER LAST REVISED 7/2/2010 00 I U W W W N z J O 0 U M F-- O 00Q � Q F- ln — — — _ S s - 808 Ln IU USERNAME ->TY LIN-Riv DGN FILE => 846810ga01 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 I i I i I i I UNIT 2232 O N I U w LLJ Ld cn z J Ln N co S + U O I- CC) Q �a B- ln Lt7 U CONSTRUCTION DETAILS SCALE 1"=20' C- 19 PROJECT NUMBER & PHASE 0800000745 x x +25.00 62.00' Lt r' I -T---- p" 1094.98 ETW > v m v, o +25.00 14.00'Lt + 89v v, z I "I10 Imp" 1095.51 ETW -- > +g4.4.t_84.01'Lt 79 84.05' Lt � a - JL BORDER LAST REVISED 7/2/2010 "I10 Imp" 1094;69 -FS-----".I1D, im.p'�_1094.84 FS +24.27 72.00 Lf --------- 110 Imp" 1095.00 ES --- j - -- / +09.97 -72°08' -Lt_ -- "I10 Imp" 1095.28 ES X CURVE DATA No. R (ft) A T Z 35 6600 L N L 277.93 38 r U 5°22'04" 410.73 820.86 X o J U 4001'07" 411.88 0 � O L LI W I - � a BORDER LAST REVISED 7/2/2010 "I10 Imp" 1094;69 -FS-----".I1D, im.p'�_1094.84 FS +24.27 72.00 Lf --------- 110 Imp" 1095.00 ES --- j - -- / +09.97 -72°08' -Lt_ -- "I10 Imp" 1095.28 ES X CURVE DATA No. R (ft) A T (ft) L (ft) 35 6600 2024'46" 138.99 277.93 38 8762 5°22'04" 410.73 820.86 39 11740 4001'07" 411.88 823.43 Dist COUNTY ROUTE TOTAL PROJECT -4o-.' SHEETS 08 SBd 10/ 14.8/15.5 60 566 S-IaVw 03-24-11 QaoFEss aN REGISTERED CIVIL ENGINEER DATE o a� e JEFFREY y 06-28-11 KIM PLANS APPROVAL DATE No. 063106 A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED cnLiFOP��. COPIES OF T11115 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 X i5` r OS` -. 9 u2-_.-.--...-0 6--. _.._ _.O..cS`_. -_.._✓ O -__ r tJ ✓ X X x -_._-. °O r . r ° S 9 J -O D O -5-.-. .... S _-._..-_ "> > O ...-.-_. ✓ X X- k ✓O c� r � O� � _.-_..-.X O O X 6, O X n r 5s` ✓ o�� `z -_......�O X ' 1SO 5`S P O __---..-. N �9 J ✓ �,0, O ��. � � O'O; C> > NiS � ✓ r O .� -� n O O � O X -g O._... 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PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P C9 THE ACCUFACY OR COYPL ETENESS OF SCANNED °F OF L VP�x (V--- ",------"--------- COPIES OF T11115 PLAN SHEET. CA -- --- C, __--.. - --.-___--- SANBAG TY LIN INTERNATIONAL k- - ------ ---- - - _ s LLJk-_ "• 1170 W 3RD STREET 3550 VINE STREET STE 0 s o - k > w o s x SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 m v,W N oo - o.__ .......131 s oo k o s so s o X x 0 C JLnf �. - -._ �- - X=.-_.-- Q- 15, O Ln O - 6.-d-.0=...- S._O_ °tom O c� ] 9 O > >; �; ✓ CP 9 0 > >- ✓ JOIN (E) Pvmt I- �� CI103 12,00' Lt Q� P +" [1099,491 ETW X v Sr5 _WB--EX-I-T --RAMP"Cl._... -- - -- - w 814 w - -- ----- - - - -- -- - - - IN (E) -Pvmt - ._.. -- o w - _ - - +C 6,8609 0 2 81 6 - - - - - +24°03 EC 66°71' Lt - _ - 0 Rt - +96-094-64°49' Lt - - - - 81 7 10 Imp [1099,64]_ ETW - - -- .- - +25.09 73,91' Lt 7 ES "110 Imp" 1098.53 ETW s O s X '.-. 6.49' Lt D98.78 ETW k I10 Im 1097X80 ES AlX I10 Imp" --I Lt +00.00 66 44 Lt _---- - ETW 9 O o o s o 0 o s o 0 o s +00,00 1 p +00 00 65,39' Lt +1500°00 65.90' 1099°31 ETW - > > > +50 00 64 93 Lt 'O s r 9 r p p+ 1099.06 ETW P - I10 Imp. [109-9.53] ETW �� I10 Imp" j s r 'r Q9� ✓ r s r o s II10 Im 1109909 ETW +I1000 16°1099L35 ETW °L10.00 1 1099.68 ETW -- - 110 Im 8,43' Lt om r o s_ - Q o 0 o s 9 o x r o +25°00 16°70' Lt + P..- +57.64' Lt - } m r ' ' - -O r 9 75°00 17.15 Lt P +00°00 p„ 110D:04 ETW A o -A o � 3 0 �A o � 3 p 7.90' Lt +24.58 EC 18.71' Lt .--'-9 9 r �4, 9 r ry ............. a,,, n __ -� s s 9 s w s m m 6' "110 Imp 1099.48 ETW __-.--__---, I'll 00Imp" 1099-78_ET-w - -- --- - - '�I10 ]mp" ETW °o o ,0 6� ° o_ a 9_ 9� J - - ...- JOIN (E) Pvmt C"j ° o s X o_ �X . 6'-F� X rX 9 �X 9- �� X 9- w aw = --- ---------- "I10 Im 817+24.58 --- I1-0 U +75.00 18°16' Lt "I10 817+1 8°94 w "I10 Imp"38 INTERSTATE 10 p � 5025" Lt �� "I10 Im 1099,90 ETW .' X o ,,,� +2soo 1� I10 Im N ',1098°24 ETW 818 4 - N J � + - - -. -------JOIN (E)1'Vrrtt _ x' O � X s } + X k +24.58 EC 18.97' Rt o ro r o N r o P _�_.. -- ap o o s o 0 o s o 0 o s o+ o o s o+ o o s o 0 0 o s o N o o s o o Q "I10 Imp" 099,19] ETW _ .. -- z o r o r o s o r o s - a r 9.._ r - r - r-.. r i 10- 9 o `Co Co9 c r ✓ +24°01 EC 66.97' Rt Z Q ✓ J ✓ --� I —� r —� I --� ✓ --� r --� l X X l X r Q X I W X l X> c z r O o O O s O �, O ° �, O O ° O O °� O N .� O °➢ .� O °� O °� co O °O a' o, ~ q_.. -,� mp_ � - ,--fin _ r'�; ���- r l r ��-.��; ��- ��- r; r - rte;��� C^�P JOIK,I(E� -o a � ✓ °n r N "m r co °oo ,� w °o r N r � °n_ ,�' is °6, ! o °m r o °o ,�' °' ',, r °s r °o, r' o r "' 3 P_[_1099.191 E T W N 3 �..... 3. 3 u �...._3 �_.. ----- PVm o a W 9 �� 09 6 �� o �� o �� o �� o �� o �� o �� o �� o �� o �� o �� o 0 Z > v' •._� v` `9> 6irh `�j k `� X `a Q h cp X 9 x � Os `cp 6s X CP 6s X c Gs 6- o, o z J _ _ Oc_ v. = ° ° ^°' .._--- �._. 61 ms°6' c, o. 9_ cP_ c� - c` O Cr` F Cn Cn 'a Cn !� !� A !� U X X X X X X x X x X X X CI5 X 817 JOIN E Pvmt _ ---_� -------------...__� za...-.-------- `y - `�- ---- `� .� „ 24.01 12°00 Rt Z 22.77 EC 12.00' Rt 815 EB ENTRANCE RAMP 816 cls [1099.137 ETW U o 35 C15' 1097.69 ETW _ X o x co 'o o eco �"•' o -- -- - - - - -- -- - - - mC=y ti �y g o o o -------- -- o -- - o 0 0 0 ..-_.. k x ,,.,__ ;. a JL BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga02 CURVE DATA a R (ft) A T L (ft) 35 28762 L O 820°86 38 r U 5°22'04 410°73 820°86 X o J U 4°01'07'' 411.88 0 �o �w I a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga02 CURVE DATA No. R (ft) A T (ft) L (ft) 35 28762 5022'04 410°73 820°86 38 8762 5°22'04 410°73 820°86 3g 11740 4°01'07'' 411.88 823°43 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 i I i I i I UNIT 2232 N M � N \ N O � 00 � F � o a � �w O CONSTRUCTION DETAILS wo SCALE 1 "=20' C-21 a o 0 PROJECT NUMBER & PHASE 0800000745 x JL BORDER LAST REVISED 7/2/2010 MATCH LINE, "CI" STA 53+75, SEE C-27 1108 CI" /0 CI„ SO S'R 0, 2 S0 "CI OY Aq. 9° 9q 72 TO > FTS SR S'R3 Q 1108 S oa, 6Y cn Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 64 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp, OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIFa��l COPIES OF THIS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 a OI„ - 0.3 12 R S 0 CI„ �S�RI v xs �o W - O✓ --- ..-.; -,1.1. 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U +50,00 28..,00' Lt Cl2' ETW MATCH BORDER LAST REVISED 7/2/2010 MATCH LINE, "CI" STA 53+75, SEE C-27 1108 CI" /0 CI„ SO S'R 0, 2 S0 "CI OY Aq. 9° 9q 72 TO > FTS SR S'R3 Q 1108 S oa, 6Y cn Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 64 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp, OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIFa��l COPIES OF THIS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 a OI„ - 0.3 12 R S 0 CI„ �S�RI T L (ft) 60 140 L N O - ----- ...... r U � �10 0 F� x o J Q 180°00'00" N/A o 0 U "Cl2" 1092.40 ETW o , �1 11 Yg x4 C\ 18 25 FTy RY 25 R7. �o +50,00 28..,00' Lt Cl2' ETW MATCH LU 00,00 +clz" 1093.94 - _LINES „CI .w n� ° 88.04 ET 0 W N Gl g81 5 o 0 I„ �S +50,00 28.00' Lt • . --- - 06+50 "Cl2" 1093.13 ETW','s SEE 28.00' Lt _ c -25 BORDER LAST REVISED 7/2/2010 MATCH LINE, "CI" STA 53+75, SEE C-27 1108 CI" /0 CI„ SO S'R 0, 2 S0 "CI OY Aq. 9° 9q 72 TO > FTS SR S'R3 Q 1108 S oa, 6Y cn Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 64 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp, OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIFa��l COPIES OF THIS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 +28: 6-4.00'Rt 411"2" 1091 ,51 ES USERNAME ->TY LIN-Riv DGN FILE => 846810ga02 802 WB ENTRANC Cl2 1092,11 ETW -- - - +40,93 28.00' Lt C121 "C12'' "Cl2" 1092.14 ETW 803 RELATIVE BORDER SCALE IS IN INCHES CURVE DATA No, OI„ - 0.3 12 R S 0 CI„ �S�RI +50,00 28.00' Lt "Cl2" 1092°55 ETW L (ft) 60 140 U 7108 - ----- ...... 143 � �10 0 F� +25.00 28.00' Lt 6 180°00'00" N/A 11I-,., 1 . 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G� 7p 0 �J„ Cl2' 1092,16 ETW Cl2 1 " 093.27 ETW k5 Y2 \ +43°151162° 3' R90 FS CI 2S, 1 t - :. 00 28,00'.Lt Cl2" :+49.37!1.00'Rt 'EG- 70.25' Rt 1 1 96 F 1092.21 ETW +00.00 28,00' Lt _ " �2 - '. „37 C 11 2.77 ETW,. +Cg' 1111.48.FL 61 C 2 1092.86 ETW co., _._.... 0 CI" +00.00 28.00' Lt 10, -- I U +19,37 BC 67.0'0' Rt "Cl'' RI Cl2' 1092.26 ETW +75.00 -28.0.0' -Lt 'C12 1112,14 FL 111 �.- 1092.70 ETW- - +89.37 EC 60.50' Rt 00 FL -- 1113,08 FL x0 IR� +70.77CI" 57.71 ' Rt 60 2 80 I„ -- CI. 1113.73 FL 111 - +70.52'55;69',Rt TS CI 1 I'%4x;7, F.S. X x o or ✓ -- _ - 0� -.. -. -. - - +77,94 EC Rt E RAMP +.77..9:4._BC 28.,40' Lt 67 ES Cl2" 1094.67 E +28: 6-4.00'Rt 411"2" 1091 ,51 ES USERNAME ->TY LIN-Riv DGN FILE => 846810ga02 802 WB ENTRANC Cl2 1092,11 ETW -- - - +40,93 28.00' Lt C121 "C12'' "Cl2" 1092.14 ETW 803 RELATIVE BORDER SCALE IS IN INCHES CURVE DATA No, R (ft) � T (ft) L (ft) 60 140 12°21'57" 15,18 30.23 61 143 12005'04" 15,17 30,23 85 6 180°00'00" N/A 17.67 0 2 3 I i I i I i I UNIT 2232 CONSTRUCTION DETAILS SCALE 1"=20' C-24 PROJECT NUMBER & PHASE 0800000745 oI ro 0 x ,L U� cv � T L N O r U - .. x o J Q Q CO o 0 U C.) O ww n � N o BORDER LAST REVISED 7/2/2010 CURVE DATA No. R (ft) A T (ft) L (ft) MATCH LINE "Cl" STA 56+75, SEE C-28 53 3600 2°15'20" 70°87 141,73 "CI3" STA 800+25, SEE C-28 MATCH LINE, - xT5 TS 62 3702 1 °32'22" 49,73 99.46 X99 B 71 OO 00' R 73 50 1 8°03'10" 7.94 15.75 00 00 02 RTh R7 1098 11,4 76 3634 2° 15/20'' 71 ,54 143.06 k00 10 00 �1 O �f„ 62 ASO 1 11 °2p �T Q0 20 11.00, ST 00 CI 80 3656 2° 1 5'20" 71 ,97 143.93 LY G 100. RTdV R3 R� 0 12���TW Y 99 °1SF 86 1 161°56'50" 7°87 3,53 „,013 000 °q 5 3 C k7 1 77: 'Cp 11 � S CJ 87 1 1 1 80°00'00" N/A 34.56 3 6 0 Y k 611006, > 3FTw00 R3 0 R� 70 95 50 90°00'11" 50.00 78.54 76: Q 80 9g° S9 k50 Z: U 11 00 X�0 x 96 50 89016'50" 49°38 77,91 ,Og000� M F 3 1 7, jl - "61:101 - S FTN OO''R� OO R7 00 TS k V 7100 33 12 55 Og F s o s + o s o s o s o 1101.04 ETW ° C7„ O: ; k2 c' 1 � ' 11 :, r- c- +02.42 n n o Lt 1 E a1 1 71r r r "CI3° 2 k til Tby Rt 'o 0122 o 66- 61 �o m m 1� 61 �m 0 1, 0L1 S so_ moo_ moo_ �o moo_ o o_°o 0 k 0 11 11 0 112 CI" 7 - - -... ���x X _. -"...tea r Oy 2 32 3p F 1.00 a W 96 „013 101 .- 0 00 5,1 LT Y x�S +42.81 BC 1 1 .00' Rt , CI' 1102.51 ETW +55. 0 1 +05.57 4.00' Rt WB EXIT RAMP "ct1,63 B'C 36.00' L: xT G�' kq2^ 02° 11 00 170 1102°19 ETW Y 03 0 3 0 FI 00 +55.63 BC 4:00' Rt TSV R� "CII" 1 1 02.52 ES 9 +18.38 11.00' R.t C I 1 "C11" 1099.7' ES 87 "Cl"801 k50 1 +18.38 1 1 00' Lt 1103°20 ET'.W 803 "Cl" 1103.20 ETW +66,25 9.81' Rt 0 T +07.:38' CI" 1105:28 ETW 8 C 12 +17°45. 4. ' O l800'Rt +69. 56 EC 4.0 1 0� C 03,75 F:S Ig.1 4.00' Rt 25 11 86 cI2 1102.66 Es WB ENTRANCE RAMP +69.56 EC 28.00' Lt "C12" 1100.02 ES �YCl2" 1097°93 ETW $ ' +65,86 1225Rt 21 36 BTW +' +46.76 EC 3 46,": Rt "Cl" 1105.29 -ETW rGl 02° n °CI 1'105°85 ETW tS k o w 0 00 11 a ,.... +CI3'1.1i102:90.00WLt w o2 - � +31 7 BC 1 00"' Rt TS FTS 2S'R� 95 1 23 6� BTW "Cl""1106.38 ETW �� � 5 G 06 6l O6 62 R12•�S +50.00 28.00' Lt: MATCH LINE+75.00 28.00' Lt "Cl2'1 1101.75 ETW W "CI3" STA 802+509 SEE C-23 cI2' 1097.31 Er �, R 00 +50.00 28°00 Lt +00.00 28.00' Lt +25.00 28.00 Lt "Cl2" 1100.77 ETW "Cl2" 1098°95 ETW "Cl2° 1096.56 ETW k0� c10� 0,56 FT�SS +00.00 28°00' Lt 11 Gy R +25°00 28.00'Lt +75.00 28.00'Lt "Cl2" 1099.84 ETW "Cl2° 1098.11 ETW °Cl2° 1095.85 ETW MATCH LINE, "Cl" STA 51+43, SEE C-24 USERNAME ->TY LIN-Riv DGN FILE => 846810ga02 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 1 UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14°8/15°5 67 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY 06-28-11 KIM m N°. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL IFa��l COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 IF + N cv � NU rn Z - .. tCJ O Q CO C.) CONSTRUCTION DETAILS SCALE 1"=20' C-27 PROJECT NUMBER & PHASE 0800000745 0 ro 0 BORDER LAST REVISED 7/2/2010 I USERNAME ->TY LIN-Riv DGN FILE => 846810ga02 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 68 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY 06-28-11 KIM z C63106 PLANS APPROVAL DATE THE STATE OF CAL'FORN/A OR /TS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL IFa��l COPIES OF T11I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CURVE DATA No. R (ft) 4 MATCH LINE, STA 60+25, SEE C-29 L (ft) 53 3600 2015'20" 70.87 141.73 S �2S 'c' 0,00, R 00 + 867 6°24'15'' 48.51 96.91 55 191 O 99 22.94 45.67 56 Y O 1 56 �� X00 "0 00 , 0. 00 7100 'CI„ O 00 CI„ 22.94 c, 62 qo 5� ° F 1 °° ��� 1 C Y 0 3 F° 00' R7 0 0 T L I 099 49.73 o(PI m U G 0� 0 k0 0 0 1 k 0 C. 34.95 w o F Q..- -...-._ 0S �I, -- SOS CI„ 5 °° 12°00' 00 Rt 5, 29.85 59.71 65 c CO Q O l 0° 'L 2 1 t 0g Cl O � Fj k1 .. F 29.85 59.71 66 kph x 278.06 76 +82:61 20.00' Lt 79 "SO, 4Q-�Y� `• 7700 CI 50 .0 0, o' 0, Rt 71.54 Y g "C13!'1099.26 ES 7 E W 00 `,CiY 7098 19.35 cr o_ 78 61 1 2.00' Lt C �2 +C BTW 1 0 84 9q F( k:; 73,53 z O 79 2 02 TD99;42"BTW G1 9• 0 Y +2 2S - CI S0 cl „ 139.26 278.38 80 3656 J 7 00 12 0 F jW O0 (t 17098 71.97 143.93 81 DO LVF R 5 YO _ 63 F 33.29 66.54 82 k5 0 Y 0 +00 f0 �n 'C 0 CI s0 O I"...- ..-___._ - "_-__".._- ..-_._.. .... ......... ....... ;709g A 0� 72.1.0 0 Rt 20.10 40.07 F�� S 10 ,.01000 F Fw (I : 98° 3LLJ8 o'm 11°28'42 20.10 40.07 m 1 00 �0 00 FC 139.18 jC, z Y v k2 YO >' 0, 001 28.65 �o = r --CI' 68 pCC; RI 709 g 0 A 00 Ogg Sq 12 00 79 FC 83 FjW in 00 YO , 0 0 . Y ASO CI„ C CI - 0 67 , k �q 0g 1 65 l S F 9 RI 4o 8- 65 L 1098 t 8 ° S F4 z 0 z o k� 5 OY LOoO � Y + S • Cj' 7 0 6C ?° +25 Q �� �� 0 9 CI" S 099 30 I8'(I S7 S CI„ +72.68 PCC 50.00'Rt fTW 6'R "Cl" a < �3° a� 29 ?o- 1098.17 FL 1 0 FT ( 0g ?° a a 2 00 96 FL W 5 U o a a 0 g 0 Y2 k5 0 l 00 N Z >0� X00 , Q G. Q CI„2 CI 099 00 3 Ao N 70 F7 7� RI64 9 RI 1 +1 3.84 PCC 52.09' Rt 09I "Cl'' - 00 Y 1097.94 FL �YW w 00 01000 Z tg2w g4 F C FC k25 01 � 0 CO 112' 3 �. +23-. ©g9 2g .. fps'. - RI '..6° 6 FTw 9 08 CJ„ p X R A 9 STN 9 Rt 709, Y G 1 O fl I U w o 0o 2F W O � 82 9�F N a 3 Gt 0 0 k 0 U C 2° O3 p SO 54 - „ 1„ _.." 55 3� Y� - l0,99 CC g S 9 CI" + " °07 PCC 55.14' Rt 27 0' -:.._- ° 10 Iw Rt CI�' 1098.04 FL F & F( v z G�Od00°Z kL5 Y t2° 2 S 7 9.29 „ 7 3 ---' U • 0 I S CI; c a � ~ -Cc� �� 39 t FTW R 9 �� 2 � lOg a a 2 ��N �, 77 81 8°2S FL i G�3O�a°A 1 0 +00'' +86.31._PCC 57.00' Rt L: "Cl" '1098.63 k50 00 7099! CI" 62 Fl - 0 T aSz 70 g 2 FT L� 12 00 `LL 0 3C 60 W I 6 0 76 .31 PCC 11.00'Rt - R +86 1099.68 ETW 0 l' °,0 �OOa "G 53 80 X o `� k2 MATCH LINE, "Cl" STA 56+75, SEE C-27 o MATCH LINE, "CI3" STA 805+00, SEE C-27 w n � o N BORDER LAST REVISED 7/2/2010 I USERNAME ->TY LIN-Riv DGN FILE => 846810ga02 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 68 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY 06-28-11 KIM z C63106 PLANS APPROVAL DATE THE STATE OF CAL'FORN/A OR /TS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL IFa��l COPIES OF T11I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CURVE DATA No. R (ft) 4 T (ft) L (ft) 53 3600 2015'20" 70.87 141.73 54 867 6°24'15'' 48.51 96.91 55 191 13°41'45'' 22.94 45.67 56 191 13°41'45'' 22.94 45.67 62 3702 1°32'22" 49.73 99.46 63 969 4°07'51" 34.95 69.86 64 5006 0041'00'' 29.85 59.71 65 5006 0041 00" 29.85 59.71 66 3595 4025'54" 139°10 278.06 76 3634 2°15'20" 71.54 143.06 77 901 2°27'38'' 19.35 38.69 78 17958 0°28'09 73,53 147,06 79 3659 4°21'33'' 139.26 278.38 80 3656 2°15'20'' 71.97 143.93 81 923 4°07'51 33.29 66.54 82 200 11°28'42 20.10 40.07 g3 200 11°28'42 20.10 40.07 gq 3657 4°21'33'' 139.18 278.23 2 172°00'52" 28.65 6.00 UNIT 2232 CONSTRUCTION DETAILS SCALE 1"=20' C-28 PROJECT NUMBER & PHASE 0800000745 O 10 O ro '0 x BORDER LAST REVISED 7/2/2010 MATCH LINE, 25 �� ---------------- C 6^ 00 w a J c," J In Q U > m n z LLJ v W W = n L' 0 Ir L (ft) x 0 > o' w w 7049'07" 89.86 179.44 � a z 0 U U � z 0 Sq FT % 92.93 +00 Sq E5W •, z 00 5p FC k00 „fit 1115 U a C z D >- .r 9 .ETA U c3 `3 +l5 C ESW 115.9q o o a Cl 55 A �6 F • - - 111 o, o J 9 g3' Rfi Rt ,C1,5q gq � L z8 FTS z o 1114,2 / a x�S ',C 71,7 X56 0'!T W Rt "C1" �q 50 R t �o FTW ! +25 58 x � � 5 x2 U W a 111q „CI" 9• 06 Rt v O ETA -� +00 5W �6 E 00 FC 112 �2 U xTS ,�j, J7:J.Oo6z 1113 g•62Rt Rfi ,RC1" 53°63• k00 N +15 R W 112° i O 51 11 l 5 C Y�11 93 R d 0 0Rt 53 �� Rt - - - 99 FT 3 dp o + Z W 50 g5 FC 1110 ° a o � f= U U Q Lu _ C1„ 1,15 Rt a / o +50.00 53•l9' Lt L U +2151 01 ESW T �Q 0 L O - .... - --- - -� - - ' r U J.. 0 82 709 i 31" J CJ°, ° 3 96 . ! X o J U C1„ 52 32 RT 00 FL CI" 1110°03 FL ------- 0 7J09:O; T 0 .TW JS '! 1108 96 O +00 .00 52.32"•Lt �� � CI 1108,98 F L ww y R 6 • „G1" g3 . n I— � 9S er' o N 11 81 BORDER LAST REVISED 7/2/2010 MATCH LINE, 25 �� ---------------- C 6^ No. "CI" STA 46+25 SEE t0 0 C-18 L (ft) 52 1315 7049'07" 89.86 179.44 70 1360 Sq FT % 92.93 +00 Sq E5W •, 00 5p FC k00 „fit 1115 J 1,5 '0 1' 1„ 10 31 RT RC1" 50°38 Rfi .r 9 .ETA U +l5 C ESW 115.9q 15 0 F 1114°9 Cl 55 A �6 F • - - 111 0 ey', 9g,g3, 1 JJS 9 g3' Rfi Rt ,C1,5q gq - k�5 - z8 FTS 1115.28 1114,2 5 5q 9A0 F k50 „Cti q 3 x�S ',C 71,7 X56 0'!T W Rt "C1" �q 50 R t FTW ! +25 58 25 1113° 51 5 x2 '1O 9° 0 0 13.� 6' Tg <Y i 111q „CI" 9• 06 Rt RC1„ 5q p1 Rt ETA -� +00 5W �6 E 00 FC 112 �2 LY Sq ��6 F � 11T2• xTS ,�j, J7:J.Oo6z 1113 g•62Rt Rfi ,RC1" 53°63• k00 +15 R W 112° i 51 11 l 5 C Y�11 93 R �S 0J7� /9' 0Rt 53 �� Rt - - - 99 FT 3 dp =_ +50 9g E5W ° 50 g5 FC 1110 ° --' s. U 1111 x2 1 S �, TS, AOJ _ C1„ 1,15 Rt 1,� 52.1 b R� C +50.00 53•l9' Lt FTS +2151 01 ESW 09.°91 F� CI 111 FL 0 - .... - --- - -� - - ' +25.00 52.76.Lt J.. 0 82 709 i 31" J CJ°, ° 3 96 . ! 1„ 1 31 RT� +00 C ETW C1„ 52 32 RT 00 FL CI" 1110°03 FL ------- 7J09:O; T 0 .TW JS '! 1108 96 108,92 +00 .00 52.32"•Lt �� � CI 1108,98 F L SI 6 • 08 7 y R 6 • „G1" g3 „C151 •93 Rt 9S er' +1 ET 10 85 11 81 - +81 .31 EC 51 .9 9 Lt "Cl"1108.16 � SO 1 -- - FL'. CI , -------------- +75 00 51 .88° L',t `C1' 1 0. 6.3 3T52,Oq & C1 Rt 1107.87 FLl 101 , 1106... +50.000610,38' Lt "CI" 70 FL • 9T Y R „CI'� E 52x11 RI - CI • - - - x +25 W 1106 °45 1105.41 F L ---------- +25.00:50 80 0 CI 1105 46 F L 7 S 52 OSJ JJ' S g R C 3. USERNAME ->TY LIN-Riv DGN FILE => 846810ga03 +00.;00 5Q -1j Lt JS 70 05°1 1104,11 FL "Cl"' 1104.1,6 FL Rt 7163 55.17.,- R1 FTS 110319 MATCH LI -1102.15 F� "CI" STA 42+759 SEE C-31 RELATIVE BORDER SCALE 3 IS IN INCHES UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14°8/15°5 70 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY 06-28-11 KIM z No C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.— OR xp, OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIFa��l COPIES OF THIS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CURVE DATA No. R (ft) 0 T (ft) L (ft) 52 1315 7049'07" 89.86 179.44 70 1360 7049'07" 92.93 185°58 o O p � F �o a d � W o O CONSTRUCTION DETAILS SCALE 1''=20' C-30 ' o 1 00 PROJECT NUMBER & PHASE 0800000745 BORDER LAST REVISED 7/2/2010 om w a J B J In aw UD m n z LLJ Y W = U +75.00 49°37' Lt Ir L (ft) x 0 o' w m °CI" 1 1 02.81 . F.L CI" 180,15 � a z 0 U U � z 0 � 89°86 179°44 z Rt 7 U a 59 C z � } 50 c 5a.11 Rt BOYLE Ave - a S CI' a 1102,37 o o o Z a � 643 5: 7/00 ? �, °8 g m o J 69 1360 +25,00 47.61' Lt � L 114,46 'CI' 1 5:80. Rt 950 z o CI" 1099.90 FL X00 m 1100°89 ETW : 7°47'45" 25 "CI" 61-. 5 Rk_. 129°26 CJ„ Xg 7 7: Ogg S6 o 4b.6-0 t -+00,00OO,OEI , LCI' gg 7S x 19. 23 Rt - i U w Q N G: +00 CI' 1099,3 v O PRC 46,34' Lt 0TYG 7 g�T35 1098.29 FL U p /L7 T� N +75 CL. 221,' Rt C 0 S 0 0 �''CI" 1 ETWi 0 +75',00 45. 7' Lt _ 7� T 0 g 3 6Q +53,51 EC EIW CI" 10 9C ,91 1096.68 FL +69.22 EC 68,78' Rt o + Z W "CI 25.53 Rt a � U Q 50 "CI'10.12' Rt Lu a o I +50.00 00 Q95 074.F6 51 JOg9 3� F� L U Q Rt T 00 L N O 25 „CI" l2°29 FL r U x67 70Q ? X o J U +25.00 43°79' Jt CI 1093.33 FG 0 72 „CI 2 9: Rt O 0 -- q F 1 �w 1092° 5 1 E�59 1091.4 W n � 136T�T 7b90 �° 69 o N �A BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 8468109a03 MATCH LINE, "CI" STA 39+25, SEE C-32 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14°8/15°5 71 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( ,e JEFFREY 06-28-11 KIM z PLANS APPROVAL DATE No. C63106 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL IFa��l COPIES OF T11I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CURVE DATA MATCH LINE"Cl''� CI S 42+75 R (ft) +75.00 49°37' Lt xso L (ft) ,SEE C-30 °CI" 1 1 02.81 . F.L CI" 180,15 52 1315 � 89°86 179°44 58 Rt 7 34°45 BOYLE Ave +C50.0 0 83583'Lt II3 59 995 ETw 67°80 50 c 5a.11 Rt BOYLE Ave - 048.538 L2 S CI' 4054'03 1102,37 102°76 1101.32 FL 643 5: 7/00 ? �, °8 g 38°71 77°33 69 1360 +25,00 47.61' Lt E � T�y' 114,46 'CI' 1 5:80. Rt 950 --- - CI" 1099.90 FL X00 72 1100°89 ETW : 7°47'45" 25 "CI" 61-. 5 Rk_. 129°26 CJ„ Xg 7 7: Ogg S6 ],099.84 FL 4b.6-0 t -+00,00OO,OEI , LCI' gg 7S 19. 23 Rt - 1098.36 FL:: �t94.10 L% N G: +00 CI' 1099,3 op "C I 64,11' Rt PRC 46,34' Lt 0TYG 7 g�T35 1098.29 FL 'Cl"FL 1097.98 F p /L7 T� +75 CL. 221,' Rt ` S 0 0 �''CI" 1 ETWi 5 68 .09' Rt +75',00 45. 7' Lt _ 7� T 0 g 3 6Q +53,51 EC EIW CI" 10 9C ,91 1096.68 FL +69.22 EC 68,78' Rt �� CI' 1096.74 F L 6 �Y "CI 25.53 Rt "CI" 1096°36 FL 69. +50 1096,06 FTW 50 "CI'10.12' Rt +50.00 00 Q95 074.F6 51 JOg9 3� F� +25 CI 21.2' R} Rt 00 1094,32 EYW! ! 25 „CI" l2°29 FL x67 70Q ? 093,21 +25.00 43°79' Jt CI 1093.33 FG 00 CJ" 9Tlpci Sp F RF 72 „CI 2 9: Rt ' l2 19 R} 0 -- q F 1 7 S xTsg A 1092° 5 1 E�59 1091.4 00 .4 1 FL + p 1 p 136T�T 7b90 �° 69 �A 89 S Rt 90Zg +1 61q R} 12° LF _ q 3 F xs Q 10 1089° 7 Rt FTS � ', +5p l3 E(W l0°61 5p 9 FL „Ole qg1 1q k xFs �l'� FR EZW k5p 10 768 5°OT 6°83 R +31 •56 33 68 C„ 1og12°5pR CI Z „Ct" 6l °gp' Rt x FTIy 37086 +25 ' IW °a3 E 25 FL 1 pg5 � 8 -- - --- ,. qY 23 2 a2 CI RO' E 1 - 238g 1086 � ..... -.. 1 �' - r R 20.57 BC 41.15Lt �� pg3 10,64°g3`, +87.89 PRC 61.84' Rt "Cl" CI" 10$5 :48 FL - CJ 1083 06 FL ° 0 ko 93 8° 9 07 U - R } „C1 16 `g0 5 5 64 } t +�5 E(W 1 1 FL 10,62°o 0 so „ 58 R}�2 �1Rt 6 +5p 32 ESW 5 8p C1 56 35 FL x2S 1 108 �, �. 1p C� 3a0 25 F Yo0 0 7Q, TT, 9° �2 C�' 13 64' R} EjW +25°00 55°50' Rt "Cl" 1078.74 FL k50 F 10 9 USERNAME ->TY LIN-Riv DGN FILE => 8468109a03 MATCH LINE, "CI" STA 39+25, SEE C-32 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14°8/15°5 71 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( ,e JEFFREY 06-28-11 KIM z PLANS APPROVAL DATE No. C63106 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL IFa��l COPIES OF T11I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CURVE DATA No. R (ft) 4 T (ft) L (ft) 51 1405 7°20'49" 90°20 180,15 52 1315 7049'07" 89°86 179°44 58 369 10040'23" 34°45 68°70 59 995 7°47'45'' 67°80 135°38 67 1201 4054'03 51°41 102°76 68 643 6°53'30" 38°71 77°33 69 1360 4°49'21" 57°27 114,46 (7 1 950 8°32'12 70.90 141.54 72 950 7°47'45" 64°73 129°26 UPJ oo awl b ~ S a � I ~ W CONSTRUCTION DETAILS 0 SCALE 1''=20' C-31 ,o PROJECT NUMBER & PHASE 0800000745 BORDER LAST REVISED 7/2/2010 MATCH LINE, IICIII STA 39+25, SEE C-31 +19.59 BC 55.46' Rt 71 67 "Cl" 1078.46 FL --- - - k25 GZ o13 �36 A E aL ,Q �E� ,Cj J.TJ�SQs 8r9'0 JJ +0o aCv21`q 1E313.0 ----- - �O -- R�R +"C0I8 61107'E7C: 32 0 p0 '';055 4L 6 Rt -- -- ETy RY +90 13 SC 10 E1W +00,00 55.46' R+ S CY �1 y J J J "CI" 1011 0 R . 92 C -I 1077.31 FL Tg - k0 9 R� „C1" 13x0 - +83.61• PRC 60.46' Rt 0 1 o 1O 5 EA%ETW T 91 CI" 1076-.`52', 0� xs l 91 +75.00 55.46' Rt 5 Gl �0 0q 0� J 0 3 00' CI 1015.97 F o 11 B F 075 L+58 61 BC 65.46' Rt k1 S T�, R7 +50 C1 1 (W CI .38 ETW S ?W 1015,12E +50,00 55.46'Rt: 074°79 FL �"Cl"1 k 0JOT91 J,00 R - -- 5 2 1 � 6 + W Sae00 Ob �trr 101 6 +25.00 55.46' Rt - ---------- ...- 1073-:74, FL --- 5 3 - - --- .. "Gt 03:6 lOT "Cl" J1 k2 '8, R7 00 Rt +00,00 55.46'Rt +00.`C1 13° Ty 'Cl" 1072.84 FL 10 3 �8 0 ' � - k00 J>O r 3o0p Rt � R� C 00 L T� 1013,02 +75.00' 55 461 Rt - - ---- -- -- ---- ASO , SCI 1072 09 FL -. O' 2, O 13 p0' Rt J T +5 q1 E(W +50:00 55.46`kt 0 �� x2 1012 90 CI 1071.48 FIS C F J1Rt +48.61 EC 65.46' Rt k50 10 OTJ Q c „C1^ 13^Oa" CI :1071.65 ETW 9..;, +25 EDW TGy; 011,95 89 +25.00 55.46' Rt, 00 "Cl"1071.02 FL 09 �JJJ�O 13 a0Rt 63 R +00 "C1 w +23.61' -PRC 60 46 Rt y T 011,63 Cl"1071 .0 9 ETW �0 }U C l 0 ..C11 0 0. 3 0 Rt 1 k0 01 ,J k15 Ej - - - -- - -- ----- 40 Gy. 0 +98.61 BC 55.46'Rt C ''Cl"1069,85 FL " 1o N +64,94 13..001 Rt - - ..-...-.. .. 0 k15 a -10-71 .30; ETW '--' 74 [Y +64:94 11.00'Rt "Cl" 1071.30 ETW - - - M -------------- BY OTHERS 49 50 J SLOVER Ave - _ - USERNAME ->TY LIN-Riv DGN FILE => 846810ga03 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 1 UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 72 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE o"0FEss �oti4( e JEFFREY 06-28-11 KIM z No. C63106 PLANS APPROVAL DATE THE STATE OF CAL'FORN/A OR /TS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of cpE lFa��l COPIES OF T11I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CURVE DATA I om w a J Bl J In aw U > m n z LLJ Y W = n L' A Ir L (ft) x O > Ir w m 4°54'03' 51 ,41 102,76 In � a z 0 .. U U � z 0 8°32'12' 70,90 141 ,54 z 1 180°00'00" u a 89 C z � } 25.66 D 65 Q O 13.00 M o o z a 65 22°37'12'' o, o J 92 65 22037'1211 � L 25.66 97 50 z o 49.57 78.11 � O x I w Q � v O N U Z Q N O lL d � o � o Z W ♦- Q � U Q W o cm I U Q T L N O r U Ly x o J c-) 0 O �w .I- n 1 o N BORDER LAST REVISED 7/2/2010 MATCH LINE, IICIII STA 39+25, SEE C-31 +19.59 BC 55.46' Rt 71 67 "Cl" 1078.46 FL --- - - k25 GZ o13 �36 A E aL ,Q �E� ,Cj J.TJ�SQs 8r9'0 JJ +0o aCv21`q 1E313.0 ----- - �O -- R�R +"C0I8 61107'E7C: 32 0 p0 '';055 4L 6 Rt -- -- ETy RY +90 13 SC 10 E1W +00,00 55.46' R+ S CY �1 y J J J "CI" 1011 0 R . 92 C -I 1077.31 FL Tg - k0 9 R� „C1" 13x0 - +83.61• PRC 60.46' Rt 0 1 o 1O 5 EA%ETW T 91 CI" 1076-.`52', 0� xs l 91 +75.00 55.46' Rt 5 Gl �0 0q 0� J 0 3 00' CI 1015.97 F o 11 B F 075 L+58 61 BC 65.46' Rt k1 S T�, R7 +50 C1 1 (W CI .38 ETW S ?W 1015,12E +50,00 55.46'Rt: 074°79 FL �"Cl"1 k 0JOT91 J,00 R - -- 5 2 1 � 6 + W Sae00 Ob �trr 101 6 +25.00 55.46' Rt - ---------- ...- 1073-:74, FL --- 5 3 - - --- .. "Gt 03:6 lOT "Cl" J1 k2 '8, R7 00 Rt +00,00 55.46'Rt +00.`C1 13° Ty 'Cl" 1072.84 FL 10 3 �8 0 ' � - k00 J>O r 3o0p Rt � R� C 00 L T� 1013,02 +75.00' 55 461 Rt - - ---- -- -- ---- ASO , SCI 1072 09 FL -. O' 2, O 13 p0' Rt J T +5 q1 E(W +50:00 55.46`kt 0 �� x2 1012 90 CI 1071.48 FIS C F J1Rt +48.61 EC 65.46' Rt k50 10 OTJ Q c „C1^ 13^Oa" CI :1071.65 ETW 9..;, +25 EDW TGy; 011,95 89 +25.00 55.46' Rt, 00 "Cl"1071.02 FL 09 �JJJ�O 13 a0Rt 63 R +00 "C1 w +23.61' -PRC 60 46 Rt y T 011,63 Cl"1071 .0 9 ETW �0 }U C l 0 ..C11 0 0. 3 0 Rt 1 k0 01 ,J k15 Ej - - - -- - -- ----- 40 Gy. 0 +98.61 BC 55.46'Rt C ''Cl"1069,85 FL " 1o N +64,94 13..001 Rt - - ..-...-.. .. 0 k15 a -10-71 .30; ETW '--' 74 [Y +64:94 11.00'Rt "Cl" 1071.30 ETW - - - M -------------- BY OTHERS 49 50 J SLOVER Ave - _ - USERNAME ->TY LIN-Riv DGN FILE => 846810ga03 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 1 UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 72 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE o"0FEss �oti4( e JEFFREY 06-28-11 KIM z No. C63106 PLANS APPROVAL DATE THE STATE OF CAL'FORN/A OR /TS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of cpE lFa��l COPIES OF T11I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CURVE DATA No. R (ft) A T (ft) L (ft) 67 1201 4°54'03' 51 ,41 102,76 71 950 8°32'12' 70,90 141 ,54 74 1 180°00'00" N/A 3.14 89 65 22°37'12'' 13,00 25.66 90 65 22°37'12'' 13.00 25.66 91 65 22°37'12'' 13,00 25.66 92 65 22037'1211 13,00 25.66 97 50 89°30'33" 49.57 78.11 II�IIIII � o�i oo � W b ~ O a � I � w CONSTRUCTION DETAILS �20 SCALE 1''=20' C-32 ,o PROJECT NUMBER & PHASE 0800000745 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10/ 14.8/15°5 73 566 S-IaVw 03-24-11 QaoFEss aN REGISTERED CIVIL ENGINEER DATE o ,' e JEFFREY 06-28-11 KIM z PLANS APPROVAL DATE No. C63106 THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp.- OR xp. OR 46'ENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL IFOP�x. COPIES OF T11115 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 _ - 00 85.-51-' Lf _ - - - - 110".-1076°-1 5- ES - 01 X X X �S JOIN (E) Pvmt +07.51 76.66' Lt X x �, o i +07.61 76,66' Lt °I10" 1074,52 ES X X � o s o 1I101 [1074.337 X X s o s 0 - ES jOo p o�o,9 Al s s s cp 0,.-- - _..- .0;. -.� �i5` S `6 --_.-- _._� p �S cP ------- ------ -�� 6'-' -- ----- C �-5-6' �O o m > c 6' "' 6' 6' O �' `9 O �X �` �x �`'1 W �'P X `r S d - _ E T W_..--------�........ ... ... _.------ - - - - W __ - -- - - -_.------ ---- ------ --- u -- -- ------ -- - -- — X x 1 x o x o x o o o o m� w o O -- -- � ti v O� � �� O _ boj � �� bw x O O v �� O �V _,v.� O W o `'�_ `' O 00 `o m ��`- ��` c_. ---------------- --- - -- o _ - - -- z - - -- Z a +07.61 66°66' Lt INTERSTATE 10 781 Q JI10' [1074.451 SCUT ,. 780 a Q M z o OIN (E").Pvmt778 „I1 0 779 - - T77 T76" r---- 0 - 0 X a m-. --_-'--'-__. - c oWO ---- -.--__. - -__------ -- ----_ L — - o c W cmF- L N t L a � U J X CONSTRUCTION DETAILS go W 1— SCALE 1"=20' C-33 %N V so a �o USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 0 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE => 94681090033.dgn s IN INCHES UNIT 2232 PROJECT NUMBER &PHASE 0800000745 x Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 0 14,8/15,5 74 566 S-IaVw 03-24-11 QaoFEss aN REGISTERED CIVIL ENGINEER DATE o a� e JEFFREY y 06-28-11 KIM PLANS APPROVAL DATE No. 063106 A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CALIFOP��. COPIES OF THIS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 - � s 3 .. M WB_ENTRANCE.-RAMP - - Ln 6. - U U --- v C,,; `�' O �V w OO _ .. O-.. �- ;. Co .� of ` O `, O r � � �' �.m`__.. O � '� O °` �,' �, C O ti °Ln o m 0 rn c c° m y y rn o m- o rn C° c co m y° yrn ° ° -- ^' 15� C-- 0) x Z C-) o) 0) .. .... . .... ...... --- - ------- - V) ------- -- - .. ....... 787 �. INTERSTATE 10 w 786 Z J 785 `:,' J a__ 783 - - 11110"784 2 782 - - U 1—- - - Q - ....... .. .... ................ -_..-. -.__.. _..__. - --'-._ ._-_.___..__... -.._ ---------- - -- -_ - - - o �o UJ a � N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga03 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I I I UNIT 2232 CONSTRUCTION DETAILS HSI' OI SCALE 1"=20' C-34 I � oO PROJECT NUMBER & PHASE 0800000745 Lu cm L0 ......................... .......... O o ..................... o �o UJ a � N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga03 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I I I UNIT 2232 CONSTRUCTION DETAILS HSI' OI SCALE 1"=20' C-34 I � oO PROJECT NUMBER & PHASE 0800000745 X CURVE DATA No. R (ft) A T (ft) L (ft) 41 8012 3°29'56" 244°72 489°29 44 3934 4°47'59" 164°86 329.53 45 6988 2°04'58" 127.02 254°01 ul +27°57 37.14' Lt - + _ SANBAG TY LIN INTERNATIONAL -- "CI3" 1078°80 FS _-- U 1170 W 3RD STREET 3550 VINE STREET STE 120 78 3459' Lt _ _ -- 1- I- } � ° SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 m v--------------- -CI3" 1078°33 FS-- - +72.89 37.75' Lt CI3" 1077.96 FS a1 8.05 24.90AMP ' Lt --" I+CI3" 10780Z7:'E5' +20.99 24.97' Lt _-- - - - -- --- - Wg ENTRANCE RO I °CI3' 1078.30 ES _ +83,82 EC 24,2 Lt +50.00 79.90' Lt "CI3" 1078°02 ES 013 ES +50.00 62°01 Lt "I10 Imp" 1082°18 ES ETW X ETW +25°00 62.04' Lt "I10 Imp" 1081,89 FS +65.72 62.00' Lt ES ETW U Y .. .-.�X I10 I m " 1081°6 9 FS �9.s.-sI10 Imp" 1082,02 -°FS S -a > +00,00 62.11Lt � 0 Ooo uJ OH10 Imp 1081,49 FS X o U o�0L +69.89 EC 6°83t --� 0 OO�O 0np [2 241 ScuT Ln 01 = -- 0 00 + X. Oo o rn O Oo t�9 R 7 O O O I�-- xO- --...0 J�9 S _ 9 .- l/1 -._S `S, °, " -- _----cP"-r- r0 x0 ° Y ° �° X r X r�-44 -o 9 FJ. ETW o o rL_-z _.. ,o o� moo. r"�'� F Fs -.- x �, �36.12 BC 66,65' Lt- -- � � o; ° o� � �o ° ``�9 s SAs.... � aw = 1110imp" [1079.387 S - WCUT CUT X� oo M X (>+3 5°46 BC 4.00' Lt 1078.84 ES 10 Imp" U oocp w .. N -_ O O ,� > I_.---_—cP _ __. _J g-_—_.—� O ✓ O� �j �i rGSs-F` w 6' - >>--- r p9 dl a � Ln °o r °� r ° � •' c� � ` F� � F� -- - - -- -- - _ - - X � x� o oo...- -- o� z z c\js g ?o �= 1-10 F °' Fs D r x X 'o s...-- 004 % 'oma s- ;. f 0' O - -o-°� �o �� or... Fs r� J �q / r� r� +65"11 7I E o..._ Fs �� q; o s _----` -=oma q/ �s s +43°79 .ECC 4.00' RE p 1081.76 ES f r J g +65°72 EC 17°50' Rt 57,06' Rt �_ o - r F g J o; 0 Imp" [1082,71 Ll CUT - - fir.... Fs3 s o, I10 Imp [i 0810941 SCUT P-. - -- S - -- - AWCUT r F s - z - - - ETW - --- .. ETW ES +35.46 BC- 4.00' Rt -- - SAWCUToO��OC M o = I10 Imp 1077°93 ES - -.- - 41 - .. .. - _ _ _- - --- -- - - -- ---- - - o o .. ._ o o.. a UO�O�, i X +59..3.5 -.BC --62.71' Rt - T - - - OO O�OO O� 1 0- OD 0 O -_r 0 o OO o 00 0 oOc OO - O w 'I10 Imp"[1079.241 SCUT ""- 69 92 BC 7-2.1 2' Rt O O O O O 0. O° L j o rt_r 0C.O O -- 110 ..7-0-8.1._-71 ES - o - w 3 N -^- - - - - - z H __..- 792 - 7$8 — 789 7� - - 791 I4 J _ - _ U +50.00 87°45' Rt 0 o Z k + 7,34 BC 20,00' Rt - - - - ..- - - I 1 0 mP- . Q -- - - ---------- -- a -- - --- - - -- — -Ci9 1Q788_ -ES -- ---= - ---- ----- - - -- ------ - - o N - _+00,00 29,30'Rt o x - - - 0 0 --------------------- CI4 1083°14 FS - ---- N� �N U +13.06 pC [1078.651 SCUT L 0 O p N E L U J X, Q o U 0 x L.� �o �w o L N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga03 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 a � H � a CONSTRUCTION DETAILS ��' SCALE V=20' C-35 o O PROJECT NUMBER & PHASE 0800000745 Dist COUNTY ROUTETOTAL PROJECT J No. SHEETS 08 SBdOQ� 0 14°8/15°5 75 566 03-24-11 -I U ��-Iayw Q�oFEss,aN REGISTERED CIVIL ENGINEER DATE a� o e y JEFFREYKIM U 06-28-11 m C63106 +02°17 32°00' Lt uJ PLANS APPROVAL DATE Exp, Ln IJj THE sr4 rE OF cauFORNiA OR irs oFFrcERs sp CIVIL -".-----"- ACI 3" 1079.91 E S 94 30°87' Lt +56° NGLE POINT "CI3" 1079 41 ES Z - O J OR AGENTS SHALL NOT BE RFSPONS/BLE FOR P THE ACCURACY OR COMPLETENESS OF SCANNED q� OF CA, IV coPTE5 OF THis PL4N SHEET, ul +27°57 37.14' Lt - + _ SANBAG TY LIN INTERNATIONAL -- "CI3" 1078°80 FS _-- U 1170 W 3RD STREET 3550 VINE STREET STE 120 78 3459' Lt _ _ -- 1- I- } � ° SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 m v--------------- -CI3" 1078°33 FS-- - +72.89 37.75' Lt CI3" 1077.96 FS a1 8.05 24.90AMP ' Lt --" I+CI3" 10780Z7:'E5' +20.99 24.97' Lt _-- - - - -- --- - Wg ENTRANCE RO I °CI3' 1078.30 ES _ +83,82 EC 24,2 Lt +50.00 79.90' Lt "CI3" 1078°02 ES 013 ES +50.00 62°01 Lt "I10 Imp" 1082°18 ES ETW X ETW +25°00 62.04' Lt "I10 Imp" 1081,89 FS +65.72 62.00' Lt ES ETW U Y .. .-.�X I10 I m " 1081°6 9 FS �9.s.-sI10 Imp" 1082,02 -°FS S -a > +00,00 62.11Lt � 0 Ooo uJ OH10 Imp 1081,49 FS X o U o�0L +69.89 EC 6°83t --� 0 OO�O 0np [2 241 ScuT Ln 01 = -- 0 00 + X. Oo o rn O Oo t�9 R 7 O O O I�-- xO- --...0 J�9 S _ 9 .- l/1 -._S `S, °, " -- _----cP"-r- r0 x0 ° Y ° �° X r X r�-44 -o 9 FJ. ETW o o rL_-z _.. ,o o� moo. r"�'� F Fs -.- x �, �36.12 BC 66,65' Lt- -- � � o; ° o� � �o ° ``�9 s SAs.... � aw = 1110imp" [1079.387 S - WCUT CUT X� oo M X (>+3 5°46 BC 4.00' Lt 1078.84 ES 10 Imp" U oocp w .. N -_ O O ,� > I_.---_—cP _ __. _J g-_—_.—� O ✓ O� �j �i rGSs-F` w 6' - >>--- r p9 dl a � Ln °o r °� r ° � •' c� � ` F� � F� -- - - -- -- - _ - - X � x� o oo...- -- o� z z c\js g ?o �= 1-10 F °' Fs D r x X 'o s...-- 004 % 'oma s- ;. f 0' O - -o-°� �o �� or... Fs r� J �q / r� r� +65"11 7I E o..._ Fs �� q; o s _----` -=oma q/ �s s +43°79 .ECC 4.00' RE p 1081.76 ES f r J g +65°72 EC 17°50' Rt 57,06' Rt �_ o - r F g J o; 0 Imp" [1082,71 Ll CUT - - fir.... Fs3 s o, I10 Imp [i 0810941 SCUT P-. - -- S - -- - AWCUT r F s - z - - - ETW - --- .. ETW ES +35.46 BC- 4.00' Rt -- - SAWCUToO��OC M o = I10 Imp 1077°93 ES - -.- - 41 - .. .. - _ _ _- - --- -- - - -- ---- - - o o .. ._ o o.. a UO�O�, i X +59..3.5 -.BC --62.71' Rt - T - - - OO O�OO O� 1 0- OD 0 O -_r 0 o OO o 00 0 oOc OO - O w 'I10 Imp"[1079.241 SCUT ""- 69 92 BC 7-2.1 2' Rt O O O O O 0. O° L j o rt_r 0C.O O -- 110 ..7-0-8.1._-71 ES - o - w 3 N -^- - - - - - z H __..- 792 - 7$8 — 789 7� - - 791 I4 J _ - _ U +50.00 87°45' Rt 0 o Z k + 7,34 BC 20,00' Rt - - - - ..- - - I 1 0 mP- . Q -- - - ---------- -- a -- - --- - - -- — -Ci9 1Q788_ -ES -- ---= - ---- ----- - - -- ------ - - o N - _+00,00 29,30'Rt o x - - - 0 0 --------------------- CI4 1083°14 FS - ---- N� �N U +13.06 pC [1078.651 SCUT L 0 O p N E L U J X, Q o U 0 x L.� �o �w o L N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga03 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 a � H � a CONSTRUCTION DETAILS ��' SCALE V=20' C-35 o O PROJECT NUMBER & PHASE 0800000745 x x CURVE DATA No. R (ft) A T (ft) L (ft) 42 4988 10°29'24" 457.89 913.23 41 8012 3°29'56" 244.72 489.29 45 6988 2°04'58" 127.02 254.01 Dist COUNTY ROUTE TOTAL PROJECTNo. SHEETS Ln M J 08 SBd 10 14.8/15.5 76 566 SOS U 03-24-11 aovEss ° ILO REGISTERED CIVIL ENGINEER DATE oe Hai W V) 11 e JEFFREY y Z 06-28-11 KIM +16.82 20.00' Lt- J n1 C631 06 PLANS APPROVAL DATE A IOB7094 ES....-... Exp. "Cl2 - i rHE srarE OF cauFORwa OR ITS oFFrcERs ° S t- _ - OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL `P ----=-- ---- -- - - - - U THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL IV .---- - .---- .-- --- --- Q r" COPIES OF THJS PLAN SHEET. .......-- -- - -. --. � SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C -SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ES N U ET797 W = _- ETW _..- ._..-- - -_ - c a2.00 Lt Cl2�.. -= - �96 -.:- _ -- - I +25.00 EC 56.66' Lt +I107Imp" 1084.19 ES -- --- --- f 0795 - __- - - --- C 53.90 Lt- 46 110 Imp" [1083.65] SCUT X �P • J -J -- - �_-+10 0 p" [1088 16]"SCUT__ l xs -cpOs:. WB . ENTRANCE --A - -_ -_ +83.67 BC 14.00' Lt - -' -- o 0 9� J °s r xo rX00 ,- - _ - "I10 Imp" 1087.20 ES X s ✓s° = o r °� ✓✓ - p 6 r X� oo r o rr - a - ------- -------- - 8,0 - --- SAWCUT X Uo s,_ 'o ✓r °ter✓ G - a s WB I-1 X so y o✓✓ _-� 6 0q F s 6 J, ✓ � X' 00 0 45 � _ O` _ x so ✓ o '✓ _�' o-___ ° � of FJ, X - � so os s, � r _ - `s -X s s ✓ oma✓ � __ --- �,q....- � - - - x .._ ✓ s 'o -�---- o ° F ✓ ocp 9 o.- x ✓ X� O 00`J .... - s .__ O � s'o� a� r� FJ,O �J'r�' s +83.67 BC 4.00 Rt d r ✓✓ o� FJ s "I10 J_mp 1-086.68 ES ✓ x''. - O o0 os r __ �- ..- � o �, ✓ s �a; _: o/ "Imp" +83.67 BC 17 ;50' Rt p [053.90' Rt I10 I 86.421 SCUT+43'75' BC X `r � OI.10 [1085.581 SCUT os; - -- -_-- o- F ✓� s EB I-10 sAwcuT - - - 6 SAWCUT ----- -- s a; tP M I W uJ V7 W J I_' = N U Q Q F- �I v U Y In +83.67 BC a w Y M L N L } I r U o w O S w Ld x o J Q J In o 0 U - O� - +O U U �Lu Q N om > m o a w H p aw n o Q Jz UC7 aw LI Y = W +25.14 92.23' Rt Dist COUNTY ROUTE TOTAL PROJECTNo. SHEETS Ln M J 08 SBd 10 14.8/15.5 76 566 SOS U 03-24-11 aovEss ° ILO REGISTERED CIVIL ENGINEER DATE oe Hai W V) 11 e JEFFREY y Z 06-28-11 KIM +16.82 20.00' Lt- J n1 C631 06 PLANS APPROVAL DATE A IOB7094 ES....-... Exp. "Cl2 - i rHE srarE OF cauFORwa OR ITS oFFrcERs ° S t- _ - OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL `P ----=-- ---- -- - - - - U THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL IV .---- - .---- .-- --- --- Q r" COPIES OF THJS PLAN SHEET. .......-- -- - -. --. � SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C -SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ES N U ET797 W = _- ETW _..- ._..-- - -_ - c a2.00 Lt Cl2�.. -= - �96 -.:- _ -- - I +25.00 EC 56.66' Lt +I107Imp" 1084.19 ES -- --- --- f 0795 - __- - - --- C 53.90 Lt- 46 110 Imp" [1083.65] SCUT X �P • J -J -- - �_-+10 0 p" [1088 16]"SCUT__ l xs -cpOs:. WB . ENTRANCE --A - -_ -_ +83.67 BC 14.00' Lt - -' -- o 0 9� J °s r xo rX00 ,- - _ - "I10 Imp" 1087.20 ES X s ✓s° = o r °� ✓✓ - p 6 r X� oo r o rr - a - ------- -------- - 8,0 - --- SAWCUT X Uo s,_ 'o ✓r °ter✓ G - a s WB I-1 X so y o✓✓ _-� 6 0q F s 6 J, ✓ � X' 00 0 45 � _ O` _ x so ✓ o '✓ _�' o-___ ° � of FJ, X - � so os s, � r _ - `s -X s s ✓ oma✓ � __ --- �,q....- � - - - x .._ ✓ s 'o -�---- o ° F ✓ ocp 9 o.- x ✓ X� O 00`J .... - s .__ O � s'o� a� r� FJ,O �J'r�' s +83.67 BC 4.00 Rt d r ✓✓ o� FJ s "I10 J_mp 1-086.68 ES ✓ x''. - O o0 os r __ �- ..- � o �, ✓ s �a; _: o/ "Imp" +83.67 BC 17 ;50' Rt p [053.90' Rt I10 I 86.421 SCUT+43'75' BC X `r � OI.10 [1085.581 SCUT os; - -- -_-- o- F ✓� s EB I-10 sAwcuT - - - 6 SAWCUT ----- -- s a; tP M I W uJ V7 W J I_' = N U Q Q F- �I v U BORDER LAST REVISED 7/2/2010 - +83.67 BC 72.00 Rt L N L r U --- - - - --- --- rn P70"72,00' "I10 Imp" 1082.98 ES ._ _ -::_ETw- x o J Q - o 0 U - - +O U �Lu W I - � Ld a BORDER LAST REVISED 7/2/2010 - +83.67 BC 72.00 Rt 07. Rt -��"-- "I1 0 Imp" 1085.28 ES --- - - - --- --- rn P70"72,00' "I10 Imp" 1082.98 ES ._ _ -::_ETw- - --------- - - U Ld W +25.14 92.23' Rt ------ - s'. - - - -- +07.37 0.02' Rt I10- Imp 1083 23 FS - -- -- - - --- - O Lr) 'I10 Imp 1082.83 FS � O ad o� o0 O� O N o0 O O o ° ^01 0 O O 0 0000 O. 0 0 O o-, +04.12 16 - I � 798 � G 000 O O O7- O O - ._ - - 00 O O --' - CI4` 10.89.54 ES - - - - - 72 4.00' Lt 794 EB EXIT RAMP 793 00.00 89.68' Rt +CIq° 795 +18.81 32.00' Rt CI4" 1094.00 ES - - -- - - - 110 Imp" 1082.79 FL 1085.31 ES ETW - -� ES- - - - 07.00 26.76 Rt - W +98.81 20.00' Rt +CI4' 1093.52 EBS +50,00 29.46' Rt +00.00 32.61'Rt +50.00 35.76'Rt +00.00 38.90'Rt z - +80. 40083,50.00'Rt CI4" 1088.74 ES CI4" 1095.82 EBS "CI4" 1098.74 EBS CI4 1l0•}.92 EBS CI4" 1105.24 EBS J I CI4 I = " +25.00 27.89'Rt0031 "CI4" +CI4'097.BS 025 + 00 34 +00 37.33' Rt +25.00 40.48'Rt U 1094.47 EBS E E CI4'100.29 BS C A" 1103.62 EBS "CI4° 1106.76 EBS USERNAME ->TY LIN-Riv DGN FILE => 846810ga03 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i 1 1 1 1 1 UNIT 2232 CONSTRUCTION DETAILS SCALE 1''=20' C-36 PROJECT NUMBER & PHASE 0800000745 o ro 'ol x x CURVE DATA No. R (ft) T (ft) L (ft) 42 4988 10029'24" 457.89 913.23 q6 5096 9001'5211 402.46 803,24 > v m v o w � c ..-+66.45--EC 24.99' Lt - +-58.21 -BC- 24.72'---- C12",1•.050.35 ES..._.. ''Cl2°..1090.22 IS �O - MI - 4 802 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10/ 14.8/15,5 77 566 0�-IO 03-24-11 QaoFEss aN REGISTERED CIVIL ENGINEER DATE o a� e JEFFREY y 06-28-11 KIM PLANS APPROVAL DATE No. 063106 A THE STATE OF CAL'FORN/A OR /TS OFFICERS ti Exp.— OR xp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED a� OF cnL1FOP��. COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ETw WB EN IV in ao1 OO z W w 0Do00l ? j000 0 00 0 0 0 00000 ES o X-1 x ,e'TD. � z u 799 ETW - S N 2 1+-- U (5) -- 46 SAWCUT- - °9 °o 9, 09� O Q --' --- - :- - - 00 om — - -- F` F F �o m to +25.00 4.00' Lt - - SAWCUT Fs o r7 s s o o s ts' U ass 27-EsLu �/� _ y _O x O0 w w W v J v a � z z O_ O H U z U Q Z c > > m � m a a r, z o a o � m � o � ro v� Z O iv � O x � � U Q W U O 3 C3 - V) U Z Q y ~ C O lL d � U Z O IyJ JL BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga03 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I I I UNIT 2232 CONSTRUCTION DETAILS SCALE 1"=20' C-37 PROJECT NUMBER & PHASE 0800000745 10 ro 0II Q T L O r U x o J Q o 0 U +O �Lu � a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga03 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I I I UNIT 2232 CONSTRUCTION DETAILS SCALE 1"=20' C-37 PROJECT NUMBER & PHASE 0800000745 10 ro 0II x Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 78 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL IFa��l COPIES OF THJS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 U T L N O r U x o J Q o 0 U �o ww n� N o BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga03 +73.17 62.00' Lt "Cl'' 1 11 7.74 SW +50.32 63.69' Lt °CI" 1117.35 SW RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 CONSTRUCTION DETAILS SCALE 1"=20' C-38 PROJECT NUMBER & PHASE 0800000745 � O ro o x x ,�- CURVE DATA No. R (ft) A T (ft) L (ft) 42 4988 10°29'24" 457.89 913.23 46 5096 9°01'52" 402.46 803.24 �UOOuv OOO°O0OOD , °-oD oO °C)o0 ✓ X X Oma° Q o' Lt I e' 93.961 SCUT Dist COUNTY ROUTETOTAL PROJECT J No. SHEETS 08 SBd 0 14.8/15.5 79 566 O�-IO 03-24-11 QaoFEss aN REGISTERED CIVIL ENGINEER DATE o a, e JEFFREY y 06-28-11 KIM PLANS APPROVAL DATE No. 063106 A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CALIFOP��. COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 " x ,+P00' Lt 68:_5 o O o 0 o O 'o - o: r --x - 0 0 0_ - a _ 9 46 9 9 9 9 O o o. O o �' ter' 9 0 x � � � 7j �� r- .. - -� _ _-�_ _ � O O O_ � p_ � _ X09 0�,p: �,p, -. - l.- _ .--�X - -'-. -� O O O C) O x ------- 46 - _ W K -. _- • s A _.. A 9 09 O -CJ ; X j= - --.�X ! -_-_� O �� W F F 00 SAWCUsT _ oJ ��sSO O s c- + 0 -O ONLO ------ 0 C 9 w o p -----------SAWoCP O OJ 0 00 S� � J` O - r r f ✓ f 9 9 s O r o 0 o x Z GD ..._ O O 9 O O O O O 6' O `y' a --°D ___-_ • i__- O v' 9 9 i5`, O Q c�'J` - ..__�. �- 4 J 9`r F-- �= -- °� = __ = s �;.. ...' s � J' 3 cJ, 3 � r 30_�o r, � O �o o ➢ o-----°� �.-._.---= � - '9 y `s` � o = ° O = o_ s� s3 F ✓ 9 0 INTER5TATE 1 0 +25.39 EC 17.50' Rt 9 Q 42 °110 Imp -[1092.521 SCUT �9 �X +66.00 EC 53.35' Rt J .O_ ETW �� "I10 Ill, [1092.211 HUT- --_.-._.SAWCUT - - - _ -- SAWCUT --- +25-.0-0.4.00' Rt U R- - - _ 10 Imp" 1094.73 ES a - BORDER LAST REVISED 7/2/2010 ES - C -------------------------------------------- +39 E 72.00' Rt ES 80.52 89.65' Rt I10 1091.30 I10 Imp" 1093.33 FS Imp" + I -806 -- - _ _..-.-. ..- A-- 8o -. - � L Lr U -- .. - x o J a o 0 U . +00.00 28.29' Rt � O RAMP �Lu w W 1- � a w BORDER LAST REVISED 7/2/2010 ES - C -------------------------------------------- +39 E 72.00' Rt ES 80.52 89.65' Rt I10 1091.30 I10 Imp" 1093.33 FS Imp" + I USERNAME ->TY LIN-Riv DGN FILE => 846810ga03 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 I 808 U w w w V' ZLn_ J N N U p F- CD Q rn I CONSTRUCTION DETAILS SCALE 1"=20' C-39 PROJECT NUMBER & PHASE 0800000745 -806 -- - _ _..-.-. ..- A-- 8o -. - � -- .. - 865 I U 804 : -; . +00.00 28.29' Rt ENTRANCE RAMP "c15" 1102.01 EBS w EB w w Ln ------ Z_ _ O J Ln I +75.00 28.75' Rt +38.77 28.54' Rt "CI5" N U "CI5" 1103.12 EBS 1100.40 EBS O ~ Q 00 +25.00 31.82'Rt +50. 00 30.29' Rt +25.00 28.45' Rt g Q +25.00 37.96'Rt +75.00 34.89' Rt CI5' 1105.46 EBS 'CI5" 1104.25 EBS "CI5" 1100.95 EBS F- N +75.00 41.03'Rt CI5" 1110.30 EBS C15 1108.00 EBS +00.00 33.36' Rt "CI5" 1112.42 EBS +00.00 39.50'Rt +50.00 36.43' Rt "CI5" 1106.75 EBS � ,.._, +50. 00 42.57' Rt "CI5" 1111.39 EBS "CI5" 1109.17 EBS `- -' U "CI5" 1113.38 EBS USERNAME ->TY LIN-Riv DGN FILE => 846810ga03 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 I 808 U w w w V' ZLn_ J N N U p F- CD Q rn I CONSTRUCTION DETAILS SCALE 1"=20' C-39 PROJECT NUMBER & PHASE 0800000745 x x CURVE DATA No, R (ft) 1� T (ft) L (ft) 43 10012 4°22'0211 381.75 763.13 47 6988 4042'3911 287.43 574.54 Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10/ 14.8/15.5 80 566 0�-IO 03-24-11 QaoFEss aN REGISTERED CIVIL ENGINEER DATE o ,, e JEFFREY y 06-28-11 KIM PLANS APPROVAL DATE No.. 063106 A THE STATE OF CAI IFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED al aF cnL1FOP��. COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 01 +44.41 84.01 ' Lt M "IIo Imp" 1094.69 FS 1 U ---+-24.27I10 Imp 1095.00 -E5 - 2.00' Lt 3139af5 BC 56.45 t 7 +$9.79 84.05' Lt C11 u W " WrO.Im -_1.094.84 FS 8 V) _ �.-' 12 WB EXIT RAMP I _- N -° mp 813 095.451 SCUT D0D°�� ---- oC0o0 0 o O000 + \ o�00o 000 +09.97 72.08 O 1,110 Imp�o O 00 �o O x OXO ------ _ x O = � °O• �X r Z -- - -�`.-�_ Q-.____�.-r E1- - ° ? .. ..... - - r _. �.r%] � _ I W N --.. r 0 9 - -✓ 09 - X r X - - - ---� - ---_-- Z e- - -� F� -- - _` O .._, <_� j-------- W X r X r Q LJ Z VSAINCUT W0xs. s F 6 9 6 j S 6 6 6 6 6 0 in ..U� rM -- - > S 1C U T S � �s•, � J, s� Vis. _��, _ o � '' 3 ➢ ° ---- - s-- ° jA _ _ __ _ __ -__ x f s Q Z ;--------- J J1. s;_ Q 0 q s� J3 J3 +02.46 BC 17.50' - - M 1 'I10 Imp 1094.92] SCUT ETW sX 65.60 BC 56.28' Rt +I10 SAWCUT 4.0 tt - - E S Imp' [1095:37} SCUT � 10 Imp -_-. _ _..-....----.-._T_._. SAWCUT 43 _ - __. . .00' Rt U 00 a a _ - -..--- - 1 Imp" 1096.74 ES G J ES + 0 v t . +�Lyy��,��2J, �t�Q - - +I1 .0I E C 72.33 Rt - --------_-_-. -- --" j . 0 0 4. 000000,0 000 0�00� 000 o00 0 0 1 Imp" 1 096 46 ES - - - o1 ^ _ � 8 �0 oc�� o oG 00oq�0_�� �D�ocj:� 00^0- ._00.0 R1� -- - - M 1 ES U W Ld W (n E S Z - � J 00 Z O- - U 00 a a +73.88 32.00' Rt g I- CI5" 1094.58 ES a L i Ln rt v Q ® U T _ L O r U J X o Q o U 0 +O �Lu a � BORDER LAST REVISED 7/2/2010 809 ETW EB ENTRANCE RAMP +43.76 29.85' Rt +73.76 35.93' Rt 'C1511 1094.30 ES "CI5" 1094.01 FS USERNAME ->TY LIN-Riv DGN FILE => 846810ga04 810 CI5" 811 +73.71 32.85' Rt 'CI511 1094.76 FS RELATIVE BORDER SCALE IS IN INCHES - - - -812 +77.26 BC 22.7d' Rt 1CI511 1095.95 ES 0 1 2 3 1 1 1 1 1 1 UNIT 2232 CONSTRUCTION DETAILS SCALE 1''=20' C-40 PROJECT NUMBER & PHASE 0800000745 10 ro ,oll CURVE DATA No. R (ft) 0 T (ft) L (ft) 43 10012 4°22'02" 381.75 763.13 q7 6988 4042'39" 287.43 574.54 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 81 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp4� C I V I L �lP THE ACCURACY OR COMPLETENESS 0E SCANNED of CALV COPIES OF 711I5 PLAN SHEET. O - 12C c. I --..._------- - -...-------- 9 SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE - SAN BERNARDINO CA 92410 RIVERSIDE CA 92507 U co w (PI ----------- T w � W O r U - - w J a - - - - -...-.-...-_----- Li.J CO- o 0 U Q za J Lo - N O ww + --- __...-__.--- n� u N Lt +24.03 249.3 N o �--- ES ... oo --- CI1" [1099,31] ES ---------- 1 X Y g Q ----- _ETW...... .. .... +73.54 20,00'Lt g JOIN (E) Pvmt 'CI1" a Y 1098.68 ES - 813 -- z o w - - ES 81 4 _._ . - - RAMP � 0EXIT •` - 81._..-�a U _. ------------- "Ci1 n 81 6 C... O Gv ------ _ C 64 47' Lt 817 �� +9 x oho s xs x o x� 0� mE [1098°53] SCUT °- -r----0 0 ---._-'-6- 0---- - �-----�- - - - S 'o lX r �n41,1111 �X 47 om > m r ,,SAWCUTo 0 O -- o 0 9� 9i W -- --............. Lu U- `r `r J' J' ............. s �s LLI W - x F x .. x x x x x�-._.._-.-._ o x x x s a z w s - xOf �--� (/7 �-.. ..__-. r r O t r 9 -_ v� _--- _.. 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N _ - - - ( ) Pv o z CI5 1097°29 ES _... -- - - - L uj _ --- ---- --- _ - - �~ U a - - -- - U " a o C Lu - a } II II U a T L N O r U x o J a o 0 U O ww n� N o BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga04 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 I I I I I I I UNIT 2232 CONSTRUCTION DETAILS�I wo SCALE 1"=20' C-41 s o O PROJECT NUMBER & PHASE 0800000745 x x I om w a J o" J In aw > m 0 z LLJ v W = Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS O Ir w Ln Ln � a z 0 U � z 0 z O C u z D a } D V o ~ z Q c.3 J Q o o, o a � J o 0 U � Ln z o � O PLANS APPROVAL DATE A ww MATCH LINE THE STATE OF CAFORN/A OR ITS OFFICERS Exp' CIVI n� iL lli C I x GENTS SHALL NOT BE RESPONS/BLE FOR sp THOR AE ACCURACr OR COMPLETENEss OF sCANNEo '� OF p IFa�� P COPIES OF T11I5 PLAN SHEET, +7.Q,00_.37..30' Lt SANBAG TY LIN INTERNATIONAL o I2" -1091 051 F: ., Q - N 0' 7111f1 FSS° ©�7 I I Z Q _ ~ +00.00 31.30" Lt a o "Cl2" 1091.35 ES v o Z W < In JL BORDER LAST REVISED 7/2/2010 Q Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS T 08 SBd 0 14,8/15°5 84 566 ` N O S.Iavw 03-24-11 r U REGISTERED CIVIL ENGINEER DATE oPPoFEss �ati4( x o J Q e JEFFREY o 0 U KIM 06-28-11 m No. C63106 � O PLANS APPROVAL DATE A ww MATCH LINE THE STATE OF CAFORN/A OR ITS OFFICERS Exp' CIVI n� iL lli C I STA 5 3+ 7 5 s SEE C— 4 7 GENTS SHALL NOT BE RESPONS/BLE FOR sp THOR AE ACCURACr OR COMPLETENEss OF sCANNEo '� OF p IFa�� P COPIES OF T11I5 PLAN SHEET, N SANBAG TY LIN INTERNATIONAL o INpp' %°461 9 1170 W 3RD STREET 3550 VINE STREET STE 12C BORDER LAST REVISED 7/2/2010 0, 45 00, gTCH 7 / 5p'NSEE 10 �7 : _ C q5 0°08 EC 76°25' Rt - ---_- - Cl" 1112.04 SW +88°30 48.00' Lt - - 2 1091 58 FS ASO CI ° r cl- ' 1° ;>r r'. S <7,': +33°30 48.00' Lt +18.10 BC 72.86' Rt "Cl"21 091 °04 FS r2 j, "CI" 1112.77 SW - o.. S C +53°30 36;00.' -Lt 12 44 +1113.70 _- .- Cl2'1091 .62 ES _- �0 °09 EC 66.36' Rt .. N 0 C Ig' 111 3,70 SW +77.94 BC 36-,Q0' Lt X13 CT 9 CIS".1.091,47 ES --- - r, F 90 Ts - .. _ x�S ES 113 OI„ S 4 --- ° �F 4, �S , - Y- - - _._ . °Cl2° 1091:72 F -S- -_- - — ETW USERNAME ->TY LIN-Riv DGN FILE => 846810ga04 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 1 UNIT 2232 CONSTRUCTION DETAILS SCALE 1"=20' C-44 PROJECT NUMBER & PHASE 0800000745 10 ro of Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 0 14,8/15°5 84 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPoFEss �ati4( e JEFFREY KIM 06-28-11 m No. C63106 PLANS APPROVAL DATE A MATCH LINE THE STATE OF CAFORN/A OR ITS OFFICERS Exp' CIVI iL lli C I STA 5 3+ 7 5 s SEE C— 4 7 GENTS SHALL NOT BE RESPONS/BLE FOR sp THOR AE ACCURACr OR COMPLETENEss OF sCANNEo '� OF p IFa�� P COPIES OF T11I5 PLAN SHEET, 1 111'! SANBAG TY LIN INTERNATIONAL INpp' %°461 9 1170 W 3RD STREET 3550 VINE STREET STE 12C 0' 7111f1 FSS° ©�7 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ASO 10,9 08 < In > . a ' 2S � - 8 � S °00, F- L _ 00 M In 17 C✓" 0, 45 00, gTCH 7 / 5p'NSEE 10 �7 : _ C q5 0°08 EC 76°25' Rt - ---_- - Cl" 1112.04 SW +88°30 48.00' Lt - - 2 1091 58 FS ASO CI ° r cl- ' 1° ;>r r'. S <7,': +33°30 48.00' Lt +18.10 BC 72.86' Rt "Cl"21 091 °04 FS r2 j, "CI" 1112.77 SW - o.. S C +53°30 36;00.' -Lt 12 44 +1113.70 _- .- Cl2'1091 .62 ES _- �0 °09 EC 66.36' Rt .. N 0 C Ig' 111 3,70 SW +77.94 BC 36-,Q0' Lt X13 CT 9 CIS".1.091,47 ES --- - r, F 90 Ts - .. _ x�S ES 113 OI„ S 4 --- ° �F 4, �S , - Y- - - _._ . °Cl2° 1091:72 F -S- -_- - — ETW USERNAME ->TY LIN-Riv DGN FILE => 846810ga04 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 1 UNIT 2232 CONSTRUCTION DETAILS SCALE 1"=20' C-44 PROJECT NUMBER & PHASE 0800000745 10 ro of x NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. JL BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga047 MATCH LINE, "Cl" STA 56+75, SEE C-48 X 7S 70gy �j„4 Oz S° , XS0 Og O” g°39 S,00, I � X2S 0 O° 9g �45N '9 °3 F�, 00, > ) a X00: I -- 0 O" 0°3 9S, 0 F� 0 '} U 700 �1'' 9 - �9 00, "so Xs 0 U 07 S7 F� S 00 i7 --- � x2S r 70S )O ?o F s.00. E T I � X00 � 8 1 70 ol I f �S �� �f„ 03° �6 /4s° 0 )O XSO 6', JOq �I q �i 4 F S -00, ZO O 0 XO � 70 Cj" I; MATCH LINE, 'Cl" STA 53+75, SEE C-44 WB ENTRANCE RAMP Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 87 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OE- SCANNED a� of CAL IFa��l COPIES OF T11I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 N +55.63 BC 44.00' Lt ^� 'CI1" 1102.67 ES -- V SMP � Z d2/ nCI1" 803 I � 2 v o _ 01,9 ES i, j Cl2�� �h V RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I I I I UNIT 2232 CONSTRUCTION DETAILS SCALE 1'I=20' C-47 PROJECT NUMBER & PHASE 0800000745 x o Q o 0 U O ww n� N o BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga047 MATCH LINE, "Cl" STA 56+75, SEE C-48 X 7S 70gy �j„4 Oz S° , XS0 Og O” g°39 S,00, I � X2S 0 O° 9g �45N '9 °3 F�, 00, > ) a X00: I -- 0 O" 0°3 9S, 0 F� 0 '} U 700 �1'' 9 - �9 00, "so Xs 0 U 07 S7 F� S 00 i7 --- � x2S r 70S )O ?o F s.00. E T I � X00 � 8 1 70 ol I f �S �� �f„ 03° �6 /4s° 0 )O XSO 6', JOq �I q �i 4 F S -00, ZO O 0 XO � 70 Cj" I; MATCH LINE, 'Cl" STA 53+75, SEE C-44 WB ENTRANCE RAMP Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 87 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OE- SCANNED a� of CAL IFa��l COPIES OF T11I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 N +55.63 BC 44.00' Lt ^� 'CI1" 1102.67 ES -- V SMP � Z d2/ nCI1" 803 I � 2 v o _ 01,9 ES i, j Cl2�� �h V RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I I I I UNIT 2232 CONSTRUCTION DETAILS SCALE 1'I=20' C-47 PROJECT NUMBER & PHASE 0800000745 NOTE: x DETECTABLE WARNING SURFACE IS REQUIRED FOR ALL CURB RAMPS, SEE STANDARD PLAN A88A AND A88B, Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 94 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �oti4( e JEFFREY 06-28-11 KIM m PLANS APPROVAL DATE No. 0631 Q6 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of cpE lFa��l COPIES OF THIS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Ww W I- n 1 o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 8468109a05 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 i I i I i I wo SCALE 1"=10' C-54 ,o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 +77,86 28.00' Lt I "CI4" 1119,08 FS ......... ... ':- - O .. L 87 28.00' Lt -- - -- - +11 .54 16.00' Lt °C14" 1118.78 FS <: - -. __-- - --- 91 78 74.69' R t +C "C15" 1118.88 FS ® 6 .24.:49,.75 8' - -- -- v): - [" 1 1 1 9.1 9FS SEE Str PLANS FOR RW t Cl" 1118.37•. FL ''_ +62.09 57,25' Rt SEE Str PLANSE4R:RW b ECR 1119,04°TE°-.!!CI" O _ 1118.14 FL/ _ - - -- --- _ +56,87 16.00' Lt ad U x- B'CR 1 11 8.81 TC +35,09-=16.00'.Lt.".-_ . -- ---- - - - " "CI4" 1117,67 FL - .' - ._ W W G - - - C[5" 1118.51 FS.. - --- ----------- - --- ---- 1118.34 TC :.-_- CONSTRUCTION DETAILS - - ....+.58.1-7-58:05`Rt --- - +45,10 4.00' Lt -- - CURB RAMP "C15" 1117,41 FL I --- - ,88 60.31' R't CA 1118 08 TC SE A -�-- "Cl" 1118.36 FL "Cl" 1118.06 FL 1118,38 PI 1118.15 PI - - - - - -- +62,24 50,53' Lt •... ,.. - I "Cl" .:1118.32 FL + 07 4 6.43' Lt - - - - C15 -._.- - BCR 1118.99 TC - - - - CI 1118 35 FL - .... - --- �. EB ENTRANCE RAMP CI4" -- _ ..---- 802"Cl"1117.98 +52.10 67,63 Rt +62.76 48.30' Lt 801 - -- FL 800 EB EXIT RAMP "CI" 1118,34 FL .74 63.69 Rt + ?' ECR 1.1.18,65_T_C-.-- CI 1118,02 FL - I -- - ,86 76.29' Lt +10 1117.63 FL +95 ,27 75.27' Lt 74.7 +14.16 74.73' Rt +25,06 93.44' Rt -"Cl" - -1118.71 "Cl"14Cl" FS"Cl'' 1 FL 1117,32 ETW +20.81 88,41 Lt °CI" 1117.48 ETW 1118,16 PI 1118,04 PI CURB RAMP CASE A +07.59 65.39' Rt ''Cl"1117,96 FL +04.44 66,18 �t +17 .06 Rt CI'1117.80 FL CI 7.28 FL +12,82 88.11 Lt "Cl'' 1117.46 FL +98,00 59.18' Rt BCR 1118.13 TC CU-RH RAMF....28 -. - "Cl"CI 1118,19 FL ° _.. CAS' +05.71 94.1.8' Rt 4"Cl"11 •18.2°1 FS - I d i9 o D +94 `59.9 Lt ------ �157 "Cl"CI 1117,96 FL-�_-__-__-- - - 85,86' Rt -D'A -- ---- .. ".. - .._.. - - - - -: - - ,76 A/4 'C6' 1117.49 FL - - - - -- -� ECR 1118,16 TC 0/4 +86.79 73.11'Lt:\ +01.95 77.35' Rt ''CI" 1118,98 FS +82.84 57.00' Lt °CI" 1118.72 FS CI' 1118.12 FL a ECR 111 8,79 T C +97,74 74,10' Rt +86.78 57.00' Rt C" 1118 43 FL° ! "Cl" 1 1 1 8,92 FS Ww W I- n 1 o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 8468109a05 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 i I i I i I wo SCALE 1"=10' C-54 ,o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 HCR -_111-9:1-0 TC ._.. _.. ......... ... ...... O .. L i - --- <: - -. __-- - --- 91 78 74.69' R t +C ® - - -- - -- -- v): - [" 1 1 1 9.1 9FS o 0 � I t --- --- -- UPRR�j b O _ - - -- --- _ ad U x- J -_..__.- ._ W W G CONSTRUCTION DETAILS -- - Ww W I- n 1 o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 8468109a05 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 i I i I i I wo SCALE 1"=10' C-54 ,o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 JL U � T L O N r U J X o Q NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT w Lu g RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE, n � o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DIN FILE => 8468109a05 RELATIVE BORDER SCALE IS IN INCHES BOYLE Ave 3 UNIT 2232 O p � W H ~ b ~ O a � I CONSTRUCTION DETAILS DRIVEWAY DETAIL wo SCALE 1"=10' C _ 5 8 ,o PROJECT NUMBER & PHASE 0800000745 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 0 14,8/15,5 98 566 03-24-11 ;• '. U ��.Iauti QPOF ESS �aH REGISTERED CIVIL ENGINEER DATE X JEFFREY KIM JI I - - A 06 28 11 � C63106 NO PLANS APPROVAL DATE - - THE STATE OF CALIFORNIA OR ITS OFFICERS Exp, ky • I - --- -- - - _ OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp OR P THE ACCURACY OR COMPLETENESS OF SCANNED a� of cpE lFa��l COPIES OF THJS PLAN SHEET. - 10+13=08080°0 SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C c FS8 i 1 +1 51080.10) Lt BERNARDINO, CA 92410 RIVERSIDE, CA 92507 } wSAN 10+25.27-49-94' Lt FG +29=71 30,00' Lt o l 10+12,69 5.3,59 .Lt I (1079,7,2) FG' ,- _ 11+18,.3-9 25.10' Lt (1080,56) FG (1079,67) FG 1 Ofi23,41 45.27`.Lt 1081 .05 FS ., ' +29,71 25,00`Lt w Q I 10+11,56 48.71'Lt 1080,13 FS "' 1 1 +1 8.31 22.1 0' Lt 081.11 FS c \ 080,05 FS 10+22,58 42.39' Lt 1.080,99 F'S +29.71 22.00' Lt 10+10,85 48.73 Lt 1080.07 FS 11+14.69 22.24`.Lt 1081,05 FS', 1079,99 fS %` 10+26 42080,10 1.080. 96 F S' 11+33.7.1 2 x 10+06,57 46.54'Lt FS 11+ 16.34 17.97' Lt 1081.07 FS2v00'Lt -- 1079,97 FS g Y> `1 0+23-.39 73' Lt -----..1_-0-80.29-FL, - � i o °' ,37: FL 1 . 7. - Lt - -- ------ - ----- ------------ cc L------ --' - -...,- -.. o 1080,38 FL ... '. W - _ 10+25.31 37.43'Lt 10+25.31 - 11+14.48 18.25' Lt - - ---------------------- ------------ — 11+33,71 18,00' Lt ----------------------------- - ------------------------------------- .... . ..... ..... .. 6,-01 42e58`tt --_ '- ---- 1-080,02- -TC-- -- - - 080 88 TC ` 1080.99 TC 1079.89 TC - _,- ' CL Dwy, WIDTH -12' 11+2.308.1-.170-80'L# c' C0} > - 1080,34 FL .--....- 54 �? 52 BOYLE Ave 53 _ 12 J In aLu W.--- = 10+07.94 42.06' Lt - ---_ -.---- ----------- ................--.----- ---.-- ...... .. - - -1079.30 FL-- 1 CL%pwy, WIDTH=12' x- 0 � 10+11,90 41 .06' TO +15.6.3 39,98' Lt.--,. � •__ -- - � W - - - ._--. 1079,33 FL - 1079,35 FL. -_ _..- -i - -- C.;. I z o z O _. ......_ - - - - - - - _ -------- - - -_ - -- - - ----------- ------ �-- -- ------ -" c� z a -- .' -- �0 - ------- -' D f0 o z / o a ao / mZ z --- -'-. ---- ------ / c3 / Q vLi / / / x / U W / - � / I 3 Q - N t F-" LL JL U � T L O N r U J X o Q NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT w Lu g RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE, n � o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DIN FILE => 8468109a05 RELATIVE BORDER SCALE IS IN INCHES BOYLE Ave 3 UNIT 2232 O p � W H ~ b ~ O a � I CONSTRUCTION DETAILS DRIVEWAY DETAIL wo SCALE 1"=10' C _ 5 8 ,o PROJECT NUMBER & PHASE 0800000745 x JL NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE, 43+09,64 76.49' Lt (1097,03) FG 43+09.07 68.59' Lt 1096.24 TC --- -------- --_.------- ----- ---- 42+83,16 69.81 Lt . (1097,01) FG � i UTI- TY Ease F JOIN EXISTING DIRT Rd� 0 6" PCC Dwy 43+10,97 73.79' Lt 1096.33 FS 43+49.72 71.71'Lt 1096,51 FS ` 611 PCC Dwy 4 R 4' R r 4' R 13 Dist COUNTY ROUTETOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 99 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY 06-28-11 KIM No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESPONS/BLE FORsr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED 4`�' of CALIFa��l COPIES OF THJS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 :Dwy ��� (10971,64),"F.G WI"DT.H=40' R/W 43+30.34 72.77' Lt ` 44+39,04 27.72' Lt JOIN [;XISTING'DIRT Dwy 095,83 FL 42+gg 90 62 50' Lt ``\097.03 FS BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga05 RELATIVE BORDER SCALE IS IN INCHES WASHINGTON Dr UNIT 2232 CONSTRUCTION DETAILS DRIVEWAY DETAIL SCALE 1"=1 0' C-59 PROJECT NUMBER & PHASE 0800000745 � F � o a � � W 10 0 ro 0 Q 1096,19 TC 44+70.52 34,00' Lt L O (1097,73) -FG ` R/W \\ r U 42+94,24 62.66' Lt X o �\ \ 1096.23 FS 0 TCE - ---- �, _ J 44+70,53 27,00' Lt \ 10 -----' -..... -- - - -- --.- - r ------- I ,1097.°18 fS-- n� 5,0% —' 3 CL Dwy- - 68,05 30.84' Lt ` WIDTH=35' --_ CONSTRUCTION 4 R 4'R 96.75) FG `1 42+88.36 46.57' Lt-- - -.._ ----...... ------------- --- -_ ` 10 -95 -58. -FL-- - 44+34.46 24,21' Lt 44+74;5.3 23,00' Lt - - ------ 096.93 FC 1097°13 TC, - 42+81,06 31.09'Lt 4 R 42+85,12 2I, 1�Lt 3 C Dwy 1096.20 FS1095.99 TC -. ,, 44+54.80 23.00/ Lt __•- 11 1 .096.53 - - - FL MOTH 31' 5' 11 45 3 WASHINGTON Dr 4 "WA" BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga05 RELATIVE BORDER SCALE IS IN INCHES WASHINGTON Dr UNIT 2232 CONSTRUCTION DETAILS DRIVEWAY DETAIL SCALE 1"=1 0' C-59 PROJECT NUMBER & PHASE 0800000745 � F � o a � � W 10 0 ro 0 Q T L O r U X o U 0 C O ww n� N o BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga05 RELATIVE BORDER SCALE IS IN INCHES WASHINGTON Dr UNIT 2232 CONSTRUCTION DETAILS DRIVEWAY DETAIL SCALE 1"=1 0' C-59 PROJECT NUMBER & PHASE 0800000745 � F � o a � � W 10 0 ro 0 x ,�- 1095 1090 1085 1080 1 075 1070 1 065 BOYLE Ave PROFILE (CONSTRUCTION CENTERLINE) 10 : FOOTING Ease 11 0.00 19.36'Lt - 1080.,78 TC 10+11 ;97 i ' 1 0'+75;00 23.44` it 41 .30' Lt 080;.54 TC (1079,51 35.93 TC C,F�.,-_ PROTECT'- (1 CF) 10t.50.0a, ' (E),:- TRf::..•,'. v', 1.080, 079-,46 TC LOW POINT 079.61 TC 1079.77'TC T70+11.97 41,30'Rt 10+60.76 4 (1081.00)'•TC 1079.93 TC 27,29 Rt /4 4 /4 1080,36 TC /q 10+25.00_ 37.52' Rt 1080-;02 TO 23.26 10+76 ' .90 Rt N 10+50.00 30.28`'Rt o R/W 1080.21 TC. 1080,56 TC n 10+93.09 20.36' Rt 0 1080.72 TC ..('B-.):.P/L 1� 11+25,56 RP a 1'1.+09,32 18.60 Rt 125.00 Rt 1080.85 TC +25.5'6-1a.00'Rt --- CONSTRUCTION DETAILS 10a0.95 Tc BOYLE A C L -DE -SAC DETAIL 4 /6 52 A-00 0� 9 11 12 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 100 566 1080 1075 1070 1065 13 CURVE DATA T-` 1 R (ft) -Pw -03-24-1 REGISTERED CIVIL ENGINEER DATE oeROEEss�°N� 1095 1 11 JEFFREY 16009'49" 35.93 KIMC63106 1 06-28-11 m N/A PLANS APPROVAL DATE ,_ ' A 1090 1090 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR xp. ti Exp.- sr CIVIL 60.37 THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF T1115 PLAN SHEET, a 41, OF cnL1FOO�. SANBAGTY 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LIN 3550 VINE RIVERSIDE, INTERNATIONAL STREET STE 12 CA 92507 1085 1080 1075 1070 1065 13 CURVE DATA No. R (ft) 4 T (ft) L (ft) 1 253 16009'49" 35.93 71.37 1 43 212°19'39'' N/A 159.35 11 107 32°19'39'' 31.01 60.37 NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. F (, - -1 USI---z4r Afr--------------- - +50'00` 12+00 b0 14,72'Rt'. 9 1 1 1 4 2 7.66' Rt 1•QB4 9.0: EP 1080,57 FS END CURB Trans" 11+45,93 18,00,' Rt (C) -R 1,W, 1-080,54 TO (0") END' .0&G - g E- C 79)._ - - Be C RB Trans _1:5E - _- 11+35.93.18.00'Rf BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga06 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 1 UNIT 2232 V U w0 SCALE 1"=20'I O I 0 �o PROJECT NUMBER & PHASE 0800000745 L O r U X o J U 0 �o �Lu aI BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga06 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 1 UNIT 2232 V U w0 SCALE 1"=20'I O I 0 �o PROJECT NUMBER & PHASE 0800000745 x NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. JL BORDER LAST REVISED 7/2/2010 10+25.00 37052' Lt 1096,53 TC 10+11.97 EC +25,56 RP`. 41,30 Lt 25°00 Lt \ 096046 TC 10+60.76 BC \ -1Tn r,v ncSEE C-59 1 3 ?0g0 -7.1 tTC r CURVE DATA Q R (ft) 0 T L (ft) 253 L O 71.37 it r U 212°193911 N/A 159,35 X o J U 32° 19'39'' 31.01 0 +O �Lu I a BORDER LAST REVISED 7/2/2010 10+25.00 37052' Lt 1096,53 TC 10+11.97 EC +25,56 RP`. 41,30 Lt 25°00 Lt \ 096046 TC 10+60.76 BC \ -1Tn r,v ncSEE C-59 1 3 ?0g0 -7.1 tTC r CURVE DATA No. R (ft) 0 T (ft) L (ft) 253 1 6°09'4911 35,93 71.37 it 43 212°193911 N/A 159,35 11 107 32° 19'39'' 31.01 60.37 COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10/ 14,8/15,5 101 566 S-IaVw 03-24-11 QaoFEss aN REGISTERED CIVIL ENGINEER DATE o 4� e JEFFREY y 06-28-11 KIM 106 m PLANS APPROVAL DATE NO' A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED 4jF OF CAL IVOP�� COPIES OF T11I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CONSTRUCTION DETAILS WASHINGTON Dr CUL-DE-SAC DETAIL SCALE 1"=20' C _ 61 USERNAME =>TY LIN-RIv RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 DGN FILE => 846810ga061.dgn IS IN INCHES I I 1 1 1 1 � � I � o a a H � 5o =0' ro � I X NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE, TCE Exist R /W MATCH Exist GRADE - SIDEWALK CITRUS AVENUE 1 Max SOUTHBOUND ,-8" C&G SECTION A -A NO SCALE Exist R /W TCE 4.4' 1 5' + Vor 5'-8' X w E H 4 _ > SW :3a 7% 0.77 1.5° 107 611 PCC SWC) 8'' PCC Dwy APPROACH SECTION B -B NO SCALE PROTECT IN PLACE Exist LANDSCAPING TCE Exist R/W CITRUS SIDEWALK CITRUS AVENUE AVENUE SOUTHBOUND 8" C&G SOUTHBOUND 27 �2/ 4.1 Maxr� ---- OG OG MATCH Exist'. .._. TCE LEGEND o "SL' +12e98 50.09' Lt ! 7/11 GAS STATION o� [1070,151 FS - o ��o PROTECT IN PLACE + 1t..... LL, EXISTING TREES n SL" 1070.20 FS o ... +67.30 50.99' Lt PROTECT IN PLACE ''Cl" 1072.50 FS +29.24 42.70' Jt _ —s`•� ♦ PROTECT IN PLACE EXISTING LIGHT "SL" 1069.52 FL- ♦ EXISTING SIGN ♦ ♦ MATCH Exist ♦''Cl" +52.44 60.10' Lt ♦ [1072.211 FS ♦ +48,02 44.00' Lt ♦ "Cl'' 1072,07 SW +30,25 EC 50,09' Lt 3?' R' xist Conc CURB D "SL11 1070.32 SW ♦ 42`.PCC 52.21' Lt +SL' +77.53 A'4:Q0' Lt -- - -- 11070.40 SW"Cl I. I 3 -.S 1071 1 W P� -- - - 13 --- __- +66.1 2 43.24' Lt ,, o00O00 , 1CI11 1071 ,01 SW GE R=15' SEE C -53 --FOR CURB RETURN SECTION C -C NO SCALE Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SB d 10 14,8/15,5 102 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �oti4( e JEFFREY KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESRONSIBLE FORsr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of cpE lFa��l COPIES OF THIS PLAN SHEET• SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 a V — 36 37 38 ------------- Q ® ------- -. ...... ---- -------------------- --- ---------- ----------------------------- ------ ----- - X - -- ---- L Z = O BORDER LAST REVISED 7/2/2010 11 0.35' HMA (TYPE C) OVER 0.35' AB (CLASS 2) USERNAME ->TY LIN-Riv DGN FILE => 846810ga06 RELATIVE BORDER SCALE IS IN INCHES 0 3 I i I I I i I UNIT 2232 CONSTRUCTION DETAILS 7/11 GAS STATION IMPROVEMENTS SCALE 1 ''=1 0' C-62 PROJECT NUMBER & PHASE 0800000745 LEGEND o Q o� o ��o w LL, n o [Q N BORDER LAST REVISED 7/2/2010 11 0.35' HMA (TYPE C) OVER 0.35' AB (CLASS 2) USERNAME ->TY LIN-Riv DGN FILE => 846810ga06 RELATIVE BORDER SCALE IS IN INCHES 0 3 I i I I I i I UNIT 2232 CONSTRUCTION DETAILS 7/11 GAS STATION IMPROVEMENTS SCALE 1 ''=1 0' C-62 PROJECT NUMBER & PHASE 0800000745 Exist PROTECT IN PLACE R/W Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS Exist LANDSCAPING Exist PROTECT IN PLACE 08 SBd 0 14,8/15,5 103 566 R/W Exist LANDSCAPING 03-24-11 18' Ex I St TGE REGISTERED CIVIL ENGINEER DATE o "o ..... a/V" X CITRUS AVENUE 11' 6' 6' DECORATIVE R/W JEFK�MEY AVENUE 6 NORTHBOUND BUS SW PAVEMENT CITRUS A 06-28-11 11 C63106 m NORTHBOUND PARK SW BAY AVENUE BUS 9W Var PLANS APPROVAL DATE NExp- A WAY __------_- NORTHBOUNDTHE y - __ 8" CURB ,-' y FL 2°L V`— sof sC14 . BAY OR AGENTRs CHAD NOT BE RE✓ sr4� C V I L ala V r�—_ - 8° CURB sPONs/BLE FOR .57 6 PCC SW FL HEA CUA YO OML E COPIES OF THJs PLAN SHEET °F CA IFa - - - - 0:1 Max 2% -- � 2 � �.-- F-_-_ _ __ SANBAG TY LIN INTERNATIONAL 8' PCC Dwy APPROACH ' 1170 W 3RD STREET 3550 VINE STREET STE 120 OG OG PROTECT IN PLACE ----------- - SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 - -----------• 4" PCC SW 5e1 Max m U 4' PCC SW Exist Conc GUTTER �OG o > SECTION A -A SECTION B -B SECTION C -C w NO SCALE NO SCALE NO SCALE m CITRUS AVENUE "CI" 37 38 39 X .. .............. - -- O g - -..-...-...- -.. CJ Y O aw cn CI °61 BC 55°46' Rt +98 � +83.61 60.46' Rt " 1069.85 FL +23°61 60.46'. Rt CI" 1076.52 FS -PCC "Cl''1071.09 FS�PCC +58.61 65,46'Rt +94.65 55.60' Rt D 37+80.32 71.46' Rt "Cl"CI'l1075.38 FS -BC 48°6165,46' Rt c' C0 } "Cl" [1069.671 F "Cl" DRIVEWAY CL w m ` _..------------------- 1071•>65 FS -EC �o Y - - + �z u 3' CURB Trans FLOWLINE +08°61 55.46' Rt �? PROTECT IN PLACE TO GRADE ) "Cl"07 0 FS 54.32 65.46' Rt T (E `FH Q,,, = EXISTING CATCH BA5.I1V I 71. 1073.91 FS ADJUS ' :10 77 FS B�� BA8 �o +60.32 71.46' Rt - 4 8 7 +.8 +00.32 71.46'Rt , CI" 1073,82 FS C&G x o "CI" 1072.68 FS +06.32 65,46' Rt R-65' ZCl" - 1073.26 FS .i' , - ----- - - - ------ ------ ---- -- ------------ --- ---- -------------- ------------- ------------- -- - MATCH Exist \ --- +09.88 77.47' R +27°33 74.46' Rt R=65 ... R-65' +CI"Cl" 1074,68 FS 1074.24 F 7 t S J "Cl" +94°65 64.70' Rt a z z - [1070.581 FS ' 0 0 +12°8874,46; Rt - Rem (E) LOW RW U z +32.33 74.46' Rt z a R-6' R` 6' CI 1074.30 FS''Cl"1075.04 FS & (E) FENCE (L=20') ? > PROTECT IN PLACE I -- m R a EXISTING -SIGN _ SW 13 � z �.. o a -- J - _ - TCE (E) R/W 5 TCE� - CONSTRUCT + ------ -------------- - I, CL FENCE ( =13 ) L Z _ 5 n O � L w -- - _ n O J SAWCUT D TECT N PLACE J. ' 3' CURB Trans &CONFORM EXOSTIN. G ILANDSCAPING• -PRi?.TECT--I--N _PLACE o +60.32 77.46_�.Rt-- -- ---- - RECONSTRUCT - O DECOR - EXISTING LANDSCAPING ° "CI" 1072,77 FS ATT:VE ----__ z PAVEMENT PROTECT IN PLACE ----__ o w EXISTING LIGHT HT MATCH ',Exist R/W a PROTECT IN PLACE o a EX.IS.T_ING- L -IG __ ... - "CI +06.53 55:20' Rt M MATCH Exist [1074.531 FS 0 0 - - Cl" +57.47 94,10' Rt �'.. - ..--- o `•`• � [1:73.871 Fs ARCO GAS STATION o LEGEND o u L / J X NOTE: CCURATE RIGHT OF WAY DATA, CONTACT DECORATIVE PAVEMENT a w CONSTRUCTION DETAILS RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. ARCO GAS STATION IMPROVEMENTS o a SCALE 1"=1 0' C- 6 3 o a f— JIB i N n O o � O USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 01 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE => 8468 Ogao63.dgn IS IN INCHES I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000745 X NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. -- --- --- ------ . ......... .. -- - 10 78 ---1 075,52 - 3' CURB Trans - Exp -Jt - _ -- WH - ---._...... -3' +38,05 46.20' Lt EC (E) R/W /5 / +12.47 100,64' Lt/ CURB '(E) P/L Cl" 1074,14 FSp +47.47 100 96' Lt -- T - --- - _ --- - T "Cl" 1074.14 FS +07.73 86,17' Lt 'CI" 3` CURB Trans x - o R-10' :,. +pi 98 54.10' Lt END TYPE 5 RW - -. TCE, 6D" POE- = +00.00 5.00' Lf 3 CURB - - CI" 1080,74 FS - - - - - - - - - - - - - ------ Dwy FS Trans R 4' y DWY3' 1074.10' (E)� P/L I TYPE ',5 RW;• 1 " GRADE BREAK R=4' ROTECT (E) Conc Dwy SEE DE'TAiL' +43.44 5.Q3' RE BC `. TCE THIS SHEET "DWY3'�1074,86 FS SAWCUT & CONFORM +55.32 5,88' Lt EC +42.78 BC FS �'� REMOVE � +00,00 2:1 Max '. f D T, AYLIGH - -- DWY3" 1074,75 t ,. (E) Cuno DWY3 107416 F5 +5-2:16 39,33'Lt + 57.77 EC 3=1 Max DAYLIGHT + 00 .!00 5,00' Rt �1 - ---- - -- -- --- ---- ----- - -- DWY3" 1074.99 FS iii -DWY3' 1074,16 FS RELOCATE of PP (SEE " I 6 'i'CC Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 0 14,8/15,5 104 566 S L 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY KIM 06-28-11 ' No C63106 m PLANS APPROVAL DATE 1 A THE STATE OF CALIFORNIA OR ITS OFFICERS � Exp, ky OR AGENTS SHALL NOT BE RESRON5I'5 FOR sr CIV I L a THE ACCURACY OR COMPLETENESS OF SCANNED a� of cALIFa��l COPIES OF T11I5 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 -- -- ----------- ------------------- DF-S4-GN- -- -- DES-I-GN H=6'- DES -I -GN N=4 - TOP. OF.. L 8 L=2-4' -- L-8' 1 080 --WALL--- - 07-5.6-6----. -1072.b0 -- 1071. 27 -- .. .. ............... . ......... .. -- - 10 78 ---1 075,52 - U-Shts)..':. - Exp -Jt - _ -- WH -FS-- --WH ------------ -- 1075 ------------ - - -- - -- 1 070 ... ,I..... ..,. WEAKENED .PLANE--J-t _ -- TYPE 5 RW PROFILE SCALE: Horiz 1"=10' Vert 1"=5' TCE O V L Z JOIN o (E) GRADE x --j 6'' PCC DRIVEWAY - o C.) �o LL, n � N 0 BORDER LAST REVISED 7/2/2010 Exist Exist R W 1 ,5 Vor 53.7' - 54.3' 4' 4' CITRUS P/L 8' CITRUS TCE Ave 2:1 Max 4°8 35' 10' Ave SLOPE ROUNDING 4,9' 1,5% 1.5% 2% ti`o� g% TYPE 5 RW 2% 2'/° T � 6" PCC SW SEE DETAIL </ ______ THI'S SHEET "PCC 6 OG �OG DRIVEWAY 13----------- - - 6" CURB PER C-82 BOG 6" PCC DRIVEWAY - (Typ) SECTION A -A NO SCALE USERNAME ->TY LIN-Riv DGN FILE => 846810ga06 SECTION B -B NO SCALE RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I SECTION C -C NO SCALE UNIT 2L, ,2 LOL & (E) P/L TOP OF WALL in w 0 FG FG F 1 WEEP HOLE AND g0-3 PERVIOUS 3 i 21 BACKFILL RETAINING WALL B3-7 TYPE 5 TYPE 5 RW TYPICAL SECTION NO SCALE CONSTRUCTION DETAILS DRIVEWAY IMPROVEMENTS SCALE 1 ''=1 0' C-64 PROJECT NUMBER & PHASE 0800000745 R- U-Shts)..':. Dwy (E) R/W +38,05 46.20' Lt EC (E) R/W /5 / 6_I: 0+25 •'DWY3' _ -- T - --- - _ --- "Cl''0 1074.72 FS T SO4 12'18 3` CURB Trans x - o R-10' :,. +pi 98 54.10' Lt __ - -....._ _. RW 41 (S�E--R-W- PLANS) +48,06 43.23' Lt •. 6D" POE- = +00.00 5.00' Lf 3 CURB - CI" 1080,74 FS ------ Dwy FS Trans R 4' y DWY3' 1074.10' +42,70 5.00' Lt BC GRADE BREAK R=4' "DWY3" 1074.65 FS R=4' ... +38.05074?69�FS-' +55.32 5,88' Lt EC "Cl""DWY3" - 1075.10 FS yy - r ,05 38.00t.-.-.. 6 +54 ' L CI 197-4 °84 FL +5-2:16 39,33'Lt +34.05 38.00' Lt CI" 1080. 40 FL,. "Cl"1073.97 FL -. --' - ---- - -- -- --- ---- ----- - -- - - -' "CI" 38+44.05--46.00, Lt - - --- - - 39+30.67 38.77'Lt "C] DWY3'- 0+58,04 DRIVEWAY - D +13.07 42.32' lit = C]" 5 1078.66 F W44T05138,00 k't +97.91 53.8A' Lt "CI" "Cl" DRIVEWAY CL +50.0,5"42.00'Lt BEGIN TYPE 5 RW +09.18 38.22' Lt - - CI".;1-07-5.1.6_FS-- -- --- -- "Cl"1077.70 FL CITRUS AVENUE ��CI� 38 39 40 TCE O V L Z JOIN o (E) GRADE x --j 6'' PCC DRIVEWAY - o C.) �o LL, n � N 0 BORDER LAST REVISED 7/2/2010 Exist Exist R W 1 ,5 Vor 53.7' - 54.3' 4' 4' CITRUS P/L 8' CITRUS TCE Ave 2:1 Max 4°8 35' 10' Ave SLOPE ROUNDING 4,9' 1,5% 1.5% 2% ti`o� g% TYPE 5 RW 2% 2'/° T � 6" PCC SW SEE DETAIL </ ______ THI'S SHEET "PCC 6 OG �OG DRIVEWAY 13----------- - - 6" CURB PER C-82 BOG 6" PCC DRIVEWAY - (Typ) SECTION A -A NO SCALE USERNAME ->TY LIN-Riv DGN FILE => 846810ga06 SECTION B -B NO SCALE RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I SECTION C -C NO SCALE UNIT 2L, ,2 LOL & (E) P/L TOP OF WALL in w 0 FG FG F 1 WEEP HOLE AND g0-3 PERVIOUS 3 i 21 BACKFILL RETAINING WALL B3-7 TYPE 5 TYPE 5 RW TYPICAL SECTION NO SCALE CONSTRUCTION DETAILS DRIVEWAY IMPROVEMENTS SCALE 1 ''=1 0' C-64 PROJECT NUMBER & PHASE 0800000745 X JL NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. LEGEND TCE R/W Var 4%-8% _. VALLEY Blvd "VA" -...49 -- .... 11 -------- 0.35' HMA (TYPE C) OVER 0.35' AB (CLASS 2) MATCH Exist AC PVmt BORDER LAST REVISED 7/2/2010 CITRUS AVENUE SOUTHBOUND G 2% ''PCC Dwy APPROACH SECTION A -A NO SCALE USERNAME ->TY LIN-Riv DGN FILE => 846810ga06 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 I i I i I i I Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 105 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPoFEss �oti4( e JEFFREY KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CAL IFORN/A OR /TS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESRONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED cALIFa��l COPIES OF THI5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CONSTRUCTION DETAILS GAS STATION IMPROVEMENTS SOUTHWEST CORNER OF SCALE 1''=10' CITRUS Ave & VALLEY Blvd C-65 UNIT 2L, >- PROJECT NUMBER & PHASE 0800000745 Q T L O r U X o J U 0 +O ww n � N o BORDER LAST REVISED 7/2/2010 CITRUS AVENUE SOUTHBOUND G 2% ''PCC Dwy APPROACH SECTION A -A NO SCALE USERNAME ->TY LIN-Riv DGN FILE => 846810ga06 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 I i I i I i I Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 105 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPoFEss �oti4( e JEFFREY KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CAL IFORN/A OR /TS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESRONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED cALIFa��l COPIES OF THI5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CONSTRUCTION DETAILS GAS STATION IMPROVEMENTS SOUTHWEST CORNER OF SCALE 1''=10' CITRUS Ave & VALLEY Blvd C-65 UNIT 2L, >- PROJECT NUMBER & PHASE 0800000745 X ,L 60 REMOVE (E) LOW RW R/W TCE 4' ' q 10.5' 2' CITRUS Ave 4' NORTHBOUND OG BORDER LAST REVISED 7/2/2010 ii 11--- . 61 CITRUS A -VENUE OI 11_4/< MATCH Exist AC Pvmt 8''PCC Dwy APPROACH 6'' PCC SW 1 SECTION A -A NO SCALE q1-0.35' HMA (TYPE C) OVER 0.35' AB (CLASS 2) USERNAME ->TY LIN-Riv DGN FILE => 846810ga06 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 62 08 SBd 10 14.8/15.5 106 566 - - S ' 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESS 10 e JEFFREY KIM N A 06-28-1 1 o C63106 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp, ky "ri".+T�_Sq F4 on, R+ ''CI'-' +41.17 58.00' Rt ORACENTSSHAtt NOTeERESPONsieEFOR s'4 CIVIL ,e R/W 1 CITRUS Ave 8' NORTHBOUND PROTECT IN PLACE SW Exist STRUCTURE 2/, ---------------------------- Exist AC Pvmt 41 PCC SW Ret CURB SECTION B -B (SEE DETAIL HEREON) NO SCALE 8 FS Ret CURB DETAIL NO SCALE RELATIVE BORDER SCALE = IS IN INCHES - 1 1 01 :913 SW THE ACCURACY OR COMPLETENESS OF SCANNED )�' of CAL COPIES OF 711J5 PLAN SHEET. °CI +65.91 58.00' Rt SANBAG TY LIN INTERNATIONAL 1102.23 SW 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. (E) R/W F- r m Q R/W TCE 1Var 4' 4' 21' CITRUS Ave SW OG NORTHBOUND 11.4% 2% ------ - ---VARIES L -E% MATCH Exist �i 8" AC Pvmt PCC Dwy APPROACH � a 6" PCC SW 1 SECTION C -C NO SCALE oo b ~ S a � CONSTRUCTION DETAILS 76 GAS STATION IMPROVEMENTS�0, SCALE 1"=10' SOUTHEAST CORNER OF �o CITRUS Ave & VALLEY Blvd C-66 0 I ,o UNIT 22 PROJECT NUMBER & PHASE 0800000745 a T L N O r x ofLEGEND o �o LL., n L o N BORDER LAST REVISED 7/2/2010 ii 11--- . 61 CITRUS A -VENUE OI 11_4/< MATCH Exist AC Pvmt 8''PCC Dwy APPROACH 6'' PCC SW 1 SECTION A -A NO SCALE q1-0.35' HMA (TYPE C) OVER 0.35' AB (CLASS 2) USERNAME ->TY LIN-Riv DGN FILE => 846810ga06 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 62 08 SBd 10 14.8/15.5 106 566 - - S ' 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESS 10 e JEFFREY KIM N A 06-28-1 1 o C63106 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp, ky "ri".+T�_Sq F4 on, R+ ''CI'-' +41.17 58.00' Rt ORACENTSSHAtt NOTeERESPONsieEFOR s'4 CIVIL ,e R/W 1 CITRUS Ave 8' NORTHBOUND PROTECT IN PLACE SW Exist STRUCTURE 2/, ---------------------------- Exist AC Pvmt 41 PCC SW Ret CURB SECTION B -B (SEE DETAIL HEREON) NO SCALE 8 FS Ret CURB DETAIL NO SCALE RELATIVE BORDER SCALE = IS IN INCHES - 1 1 01 :913 SW THE ACCURACY OR COMPLETENESS OF SCANNED )�' of CAL COPIES OF 711J5 PLAN SHEET. °CI +65.91 58.00' Rt SANBAG TY LIN INTERNATIONAL 1102.23 SW 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. (E) R/W F- r m Q R/W TCE 1Var 4' 4' 21' CITRUS Ave SW OG NORTHBOUND 11.4% 2% ------ - ---VARIES L -E% MATCH Exist �i 8" AC Pvmt PCC Dwy APPROACH � a 6" PCC SW 1 SECTION C -C NO SCALE oo b ~ S a � CONSTRUCTION DETAILS 76 GAS STATION IMPROVEMENTS�0, SCALE 1"=10' SOUTHEAST CORNER OF �o CITRUS Ave & VALLEY Blvd C-66 0 I ,o UNIT 22 PROJECT NUMBER & PHASE 0800000745 x U Q Dist COUNTY ROUTETOTAL PROJECT J No. SHEETS LEGEND TCE 17, ISL X o 08 SBd 10 14.8/15.5 107 566 1 5' (E) SEWER AND �o NOTES: I f . 03-24-11 pFESS/ UJ ACCESS Ease 1 . FOR ACCURATE RIGHT OF WAY DATA, CONTACT NG REGISTERED CIVIL ENGINEER a a DATE oe Hai 7' FOOTING Ease RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. JEFFREY ti 3.5' 11.5' Ret WALL No 795 2. CONTRACTOR TO REPLACE ANY STRIPING WITHIN DEALERSHIP 06-28-11 KIM C63106 m NO° A PLANS APPROVAL DATE FORD THAT WILL BE REMOVED DURING CONSTRUCTION ACTIVITIES. Exp, DEALERSHIP THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a 42�. FG THE ACCURACY OR COMPLETENESS OF COPIES OF THI5 PLAN SHEET. SCANNED of CAL IFp��l Var ----- - -_.,- OG SANBAG TY LIN INTERNATIONAL MATCH Exist 1170 W 3RD STREET 3550 VINE STREET STE 120 AC Pvmt 1 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 - - - - pEALERSHIP FORD Lt +33.°7q 8.4.72 Lt »e1-3^ ra3]�A_S 4,52 - --- -. SECTION A -A------- - ---- -- ........ . - ...... ..CI3" FS [1081.65 NO SCALE [1087.57] Lt SAWCUT AND CON F ORM 7 q 84.62' "CI3' +5S• FS 1 +08° 74 84.82' Lt- - _ - -. 84 92 Lt F S +83.74 [1087°46] _. _ - _ - C13 FS - - - 12' Lt CI3' [1087.097 -- - "CI3' +33.74- u, [1087.12] _.. l4 85.22' -Lt - 10 +59] _ - _ - - -- - +83.69 73.0 1 Lt � lO 15 Exist SEWERTAN� C13 FS [1086. _ , �.- � ..- 10BI-91 1C ACCESS EASEMEN t � TCE _ --- 17' Exist - "CI3' +33 6g - _1087:G5 fiC 69 73.11 Lt - - w _ TCE �_---- PMmt ANO C&G +83.70 73° g11Lt G13' +5g, - 0g7.8 .1C WALN �P 79 5 N CI3 TC - et RTRUCTURE L w _- �'- ase FbOTIN_ _ 'CI3' +58.70087.32 7 3 31' Lt = SEE �— _-, 7g,y1' Lt 1087 16 TC CI3 +08.6 ` 9 . - ... � 13 +33. 70 c - - 1ii87 48 ---� - - 3.71 Lt 1081.00 1C - ---, +08.1OC --- - -- CI3' ___---- - - [108083] -------------- -- -- --- - --- ------ -....- _- - - - R �W Q Exist -- - FENCE SEE ---_._ RCB SEE �-Skits R AMP - ENTRANCE Wg U Q o LEGEND U ISL X o 0 C �o w UJ � n o N BORDER LAST REVISED 7/2/2010 O p �w �o 0.35' HMA (TYPE C) OVER 0.35' AB (CLASS 2) w w CONSTRUCTION DETAILS FORD DEALERSHIP IMPROVEMENTS o0 NORTH OF "CI3' -'0 SCALE 1''=10' C-67 s o O USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 0 2 3 UNIT 2, PROJECT NUMBER 8c PHASE 0800000745 DGN FILE => 846810ga067.dgn IS IN INCHES I 1 I _.-. 20UNTY ROUTE TOTAL PROJECT J No. SHEETS T 17' (E) R/W NOTES= 08 SBd 10 14,8/15,5 108 566 15' (E) SEWER AND ACCESS Ease 1 , Fl)- ;-'CURATE RIGHT OF WAY DATA CONTACT _ V 03-24-11 U 0 �� r_y7' FOOTING Ease OF WAY ENGINEERING AT THE DISTRICT OFFICE- , POFEss,a REGISTERED CIVIL ENGINEER DATE oe Ha XRet 3,5' WALL No 795 2, CONTRACTOR TO REPLACE ANY STRIPING WITHIN DEALERSHIP JEFFREY ti KIM 11.5' SEE RW PLANS THAT WILL BE REMOVED DURING CONSTRUCTION ACTIVITIES, 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CAL'FORN/A OR /TS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESRONS/BLE FORsr4 CIVIL lP FIG THE ACCURACY OR COMPLETENESS OF SCANNED � of cpElFa�� F 0 R D / / \ COPIES OF TH115 PLAN SHEET, DEALERSHIP / / SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C c DpYLIGHI / /. //. 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CI3 +:5.5 51 58a3Q Lt _ - - 69 12 81' Lt CI3° +60.49 12,65' 46 TG 1Q.53' Lt- 1088 95= TC 40,...- w - „C13°f93 o 30 088. jC - 088;62 TE ._ : - X w a cavil L` _`: � Z N _Ret WALPLANS RCB SEE D-Shts � P o IE CD TURF CT SEE - 'Z < o� NOTES: 1, FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. X 2, CONTRACTOR TO REPLACE ANY STRIPING WITHIN DEALERSHIP THAT WILL BE REMOVED DURING CONSTRUCTION ACTIVITIES, FO[ DEALEI / SHEET C-9 SECTION A -A - PROTECT IN PLACE NO SCALE Exist Tr'P R/W list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 109 566 X ��.P- 03-24-11 g REGISTERED CIVIL ENGINEER DATE oPPOFEss,CH4� ANCE RAMP e JEFFREY KIM 06-28-11 ' C63106 m No PLANS APPROVAL DATE A Y THE STATE OF CALIFORNIA OR ITS OFFICERS Exp, ky CIVIL OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr a THE ACCURACY OR COMPLETENESS OF SCANNED a2�' of CALIea�`�l COPIES OF THIS PLAN SHEET, SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 TY LIN INTERNATIONAL 3550 VINE STREET STE 12 RIVERSIDE, CA 92507 X o H g Exist CURB U Q Y m Y } W <v \ FORDDEA LERSH IP \ \ ` \ c' C0 > V� \ ._ _ _ _—'-- — —� _ _'_— TCE — — _ _ _ MAINTENANC E PROTECT IN. PLACE Exist LANDSCAPING EASEMENT B Y QW UD , Ir Ir -- Ret -WALL No 795 I;_- — O -- I SEE STRUCTURE PLANS --. ,. - _ ---- - a - --- -- ---- - -_ -- FENCE SEE - '. 0 0 HEET C- S 9 z _ - -.' _.---- LLJ U a"--- ---'------------ --- --- - -- ._----- - - --- - - - C--...---_ - - _..__-_-.. _ _ ._.-_- _ _ - — _ _ — --- D - a - - _.. - - - ____ ____________ --.- ..._..._.-_-_ ACE - -..._- PROTECT I �' LLJ z--- - -- -.. - _..- ---..------- - -- - __.- - _ _ ----- .. - - - -- - ... _ X-ISt CHAIN AIV -- D -_.. ._._._ W o o o a J - ------- -------- - - - --.._- _.---- -- -. - - - -- _...... _ ---- -- - .__. -. _._..- --- ----__.. _-.___-------- . BOLLARD FENCE -- Exist R/W Ln - - - - - - - -- W o- -- .... -- - ..-- - - - _. ------ - ._. - -.._._ .-------- J .. - ---- ---- - _ ---- -..- --------- - - - -- -- ----- ----------- --- ----- - ----- -_ --- - ------- ------ ------------ ---------- -- - -' --_-.. -_-_ .----- --_ ..._. x------- Q" ---- - - ...... ...- - ----- ------ -- - - - WB ENTRANCE RAMP i 802 N ~ - o 11CI311 a0� 803 - -- o w U a -- - - --- ------ --- CITRUS AVENUE I'CI'' -_ O V � I U Q T Z `L CONSTRUCTION DETAILS oC li FORD DEALERSHIP IMPROVEMENTS o WEST OF 'ICI3'I ENTRANCE RAMP a N SCALE 1''=1 0' C-69 100 USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 02 3 BORDER LAST REVISED 7/2/2010 DGN FILE => 846810ga069.dgn IS IN INCHES I 1 I I UNIT 2232 PROJECT NUMBER & PHASE 0800000745 X UOUNTY ROUTE TOTAL PROJECT No. SHEETS EXISt NOTES' T R 08 SBd 10 14,8/15,5 110 566 III 10� Var 1 a F -F ACCURATE RIGHT OF WAY DATA, CONTACT FORD d auti 03-24-11 ....... RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE, DEALERSHIP REGISTERED CIVIL ENGINEER DATE oe /v" 'CI3�� WB ENTRANCE RAMP JEFFREY ^� 2, CONTRACTOR TO REPLACE ANY STRIPING WITHIN DEALERSHIP OG FL T 06-28-11 KIM m THAT WILL BE REMOVED DURING CONSTRUCTION ACTIVITIES,JFLATTER PLANS APPROVAL DATE N..C63106 A ' THE STATE OF CALIFORNIA OR /75 OFFICERS ------------- ---- --- OR AGENTS SHAL L NOT BE RESRONS/BL E FOR sr C I V I p THE ACCURACY OR COMPLETENESS OF SCANNED a� of cAL IFa��l COPIES OF THJ5 PLAN SHEET, MATCH Exist GRADE SANBAG TY LIN INTERNATIONAL ILCONSTRUCT IN-PLACE 1170 W 3RD STREET 3550 VINE STREET STE 12C } w E iSt CHAIN AND BOLLARD FENCE SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 m U o > SECTION A -A > W NO SCALE W H � Q N d JL BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 8468109a07 „� 11✓ LIY-I I\I"11\VL.-I.\IIIYfI--'---- - --_"� - :. _ -_- - _ - "CI3" 807 RELATIVE BORDER SCALE IS IN INCHES 806 C I T-RIJS _.=A -VE N U E 0 1 2 3 1 1 1 1 1 1 1 �1 �als� No \ N Of � II II Q U � W b ~ O a � I � W o � CONSTRUCTION DETAILS og, FORD DEALERSHIP IMPROVEMENTS wo SCALE 1"=10' WEST OF IICI311 ENTRANCE RAMP C-70 ,o UNIT 22'' PROJECT NUMBER & PHASE 0800000745 X LEGEND: C-71 TO C-76 PAVEMENT STRUCTURAL SECTIONS 1 .1 5' JPCP 11 0.10' HMA (TYPE A) BB 0.50' LCB NOTE. SEE LD -1 FOR IRRIGATION CROSSOVER TABLE. 0.(TYPE C) 70,35' ROCK BLANKET AB AB C12 m -1--o - 35' PCC GRIND (E) PAVEMENT 9 0.67' PCC 0,50' AB C12 1.25'JPOP 25'JPCP (RSC) } 2 0.10' HMA (TYPE A) BB 2" WATER METER (RSC) 0,50' LCB �85'JPCP 11 POLYETHYLENE FILM Ld 0,40'LCBRS 0.85'JPCP 12 0,20' RHMA-G OVERLAY w 3 0.10' HMA (TYPE A) BB NOT USED GRIND (€}.Conc-Pvmt 0,40' LCB n LLJ 776+07,69`._'.'.I10" 0.20'RHMA-G J In 4 0.80'HMA (TYPE C) 2" SPRINKLER CONTROL CONDUIT (BRIDGE) 0.50' AB C12 --- 5 0.55'HMA (TYPE C) I10 0.75' AB C12 6 0.50'HMA (TYPE C) 0.65' AB C12 _. co NOTE. SEE LD -1 FOR IRRIGATION CROSSOVER TABLE. 0.(TYPE C) 70,35' ROCK BLANKET AB AB C12 m -1--o - 35' PCC GRIND (E) PAVEMENT 9 0.67' PCC 0,50' AB C12 BITUMIHJUS COATED 25'JPCP (RSC) } 10 POLYETHYLENE FILM - 0,50'LCBRS 2" WATER METER (RSC) om �85'JPCP 11 POLYETHYLENE FILM Ld 0,40'LCBRS u . . 12 0,20' RHMA-G OVERLAY w H13 0,85'PCC -9.0,50' - ------------- ------------ -"-- AB C12 NOT USED Q W I = un " 0 0 ,�- ROCK BLANKET NOT TO BE PLACED WITHIN 1.6' z 1.6'OF FENCE POSTS, Typical FENCE POST, EXISTING SIGN POSTS, EXISTING SIGN POST, a OR PANEL MARKERS, OR PANEL MARKER. > � o < U Q � a ROCK BLANKET APPLICATION AT POST (PLAN VIEW) NO SCALE 1.3" 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 1.5" MAXIMUM BETWEEN THE TOP OF ROCK SURFACE AND THE TOP OF MORTAR UNLESS OTHERWISE SHOWN 4" CONCRETE BAND TROWEL FINISHt TOP OF FINISHED GRADE OR SURFACE BORDER LAST REVISED 7/2/2010 4" 1" MINIMUM/1.5" MAXIMUM DEPTH DRY APPLIED MORTAR TOP OF ROCK SURFACE AND CONCRETE SET FLUSH ADJACENT TO TOP OF PAVEMENT, CURB OR DIKE 14" CONCRETE BAND TROWEL FINISH TOP OF EXISTING PAVEMENT, CURB OR DIKE CONCRETE BASE 3" MINIMUM BELOW BOTTOM OF ROCK ROCK BLANKET TYPICAL SECTION NO SCALE USERNAME ->TY LIN-Riv DGN FILE => 846810ga07 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14.8/15.5 111 566 ��.P— 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( JEFFREY Fc 06-28-11 KIM PLANS APPROVAL DATE No. 663106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.— OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED 4� op CAL tFa�� COPIES OF THI5 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ------- ---- -- --- ---- ----- -- ---- -- --- -- ........ ------- CONSTRUCTION NOTES: C-71 TO C-78 O8" BITUMIHJUS COATED CSP IRRIGATION CROSSOVER } - O2 2" WATER METER om > Ld . ........ ..... ....... u . . w m - ------------- ------------ -"-- 3 NOT USED GRIND (€}.Conc-Pvmt a� J z n LLJ 776+07,69`._'.'.I10" - WB 1-10-- J In W n4 2" SPRINKLER CONTROL CONDUIT (BRIDGE) Q W I = un " 0 0 ,�- ROCK BLANKET NOT TO BE PLACED WITHIN 1.6' z 1.6'OF FENCE POSTS, Typical FENCE POST, EXISTING SIGN POSTS, EXISTING SIGN POST, a OR PANEL MARKERS, OR PANEL MARKER. > � o < U Q � a ROCK BLANKET APPLICATION AT POST (PLAN VIEW) NO SCALE 1.3" 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 1.5" MAXIMUM BETWEEN THE TOP OF ROCK SURFACE AND THE TOP OF MORTAR UNLESS OTHERWISE SHOWN 4" CONCRETE BAND TROWEL FINISHt TOP OF FINISHED GRADE OR SURFACE BORDER LAST REVISED 7/2/2010 4" 1" MINIMUM/1.5" MAXIMUM DEPTH DRY APPLIED MORTAR TOP OF ROCK SURFACE AND CONCRETE SET FLUSH ADJACENT TO TOP OF PAVEMENT, CURB OR DIKE 14" CONCRETE BAND TROWEL FINISH TOP OF EXISTING PAVEMENT, CURB OR DIKE CONCRETE BASE 3" MINIMUM BELOW BOTTOM OF ROCK ROCK BLANKET TYPICAL SECTION NO SCALE USERNAME ->TY LIN-Riv DGN FILE => 846810ga07 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14.8/15.5 111 566 ��.P— 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( JEFFREY Fc 06-28-11 KIM PLANS APPROVAL DATE No. 663106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.— OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED 4� op CAL tFa�� COPIES OF THI5 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ------- ---- -- --- ---- ----- -- ---- -- --- -- ........ ------- ----------- --- --- - --- --- - ....._ ---- - r - U _-..__..__ Ld . ........ ..... ....... u . . ..-, ..- W - ------------- ------------ -"-- GRIND (€}.Conc-Pvmt - U)_ 776+07,69`._'.'.I10" - WB 1-10-- --- __ I10 8 9 780 1 � 4 _. co - EB 1-10 ----- -------------- _--- -"- — H - -- U - - F- _. ROCK BLANKET __. - I E� - - - - EDGE F o g0 °O�Ooo '�o O�gO °g °Oo0 °0°0 PAVEMENOT w ° 0 Z 1 1 1 1 1 / 1 1 1 4 i TYPICAL ROCK BLANKET AP PI APPLICATION AT GORE AREA NOCONSTRUCTION DETAILS PAVEMENT LIMIT, ROCK BLANKET, AND IRRIGATION CROSSOVER RELATIVE BORDER SCALE IS IN INCHES UNIT 2': SCALE 1"=50' PROJECT NUMBER & PHASE C-71 0800000745 10 -I e O x x Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10/ 14,8/15,5 112 566 S-IaVw 03-24-11 QaoFEss aN REGISTERED CIVIL ENGINEER DATE o ,' e JEFFREY y 06-28-11 KIM PLANS APPROVAL DATE No. 663106 A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp.- OR xp. OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL IFOP�x. COPIES OF T1,1I5 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Q � O D O N L � II � U Q _ ROCK BLANKET T SEE LANDSCAPE PLAN O r U X o J U 793+38.77 "C I3" 0 ROCK. BLANKET SEE LANDSCNFE PLAN o�°o��oOS��88 �Ui o e, L ROCKBLANKET--- a 788+12.79 ''''C13''(4'.72 SOYD) ° "CI3" ° _ _— ow o ouoao a- BE�o 787+59,89 ''I10 � � _� o r? _ - o o�—�_ r4�opo� o OC 787+80.39 Im 0 � _ -- i '`0 0&3° - _ W ----- ° 795 , _ - i 790 i --_-- l 4 3° - — _ _ O O W - - - 92+2Y2 0 Imp -- x_- _- + W N — _ _ GR(E) ConcPvm -8&+N 4 rt Im 787— -- — -< - b� r O - WB 'I10'_.. P — — Q O 784 +90°58 _�I10 0 78 + X90 �_ 7 aa+ IrtO Im —"� -_ F- r�- _ I10 8 - - - - - ---_ _ _ 733+E77 56 'I10 Im - -_ In N ." 6 7 - - X Z Qt69e�2 11 p _ ROCK BLAN-KET� -/ / �i` i z co - - - GRIND- (E) Conc Pvmt--------- -- 7525 SOYD)- 0 0 - 787+59..35 I-1-0 Im - -EB I-10 — — - - - - - . W.. ;, ..-. J- - - >:. __... -. 790+74,55 ''C14"795+78,29 �CI4" _.-_- .. Q.- _..- - .._ .. . ... ... ...... ... - -. ._..- Q � O D O N L � II � U Q T L O r U X o J U 0 +O �Ui L a BORDER LAST REVISED 7/2/2010 PAVEMENT LIMIT, ROCK BLANKET, AND IRRIGATION CROSSOVER USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE DGN FILE => 846810ga072.dgn IS IN INCHES I i i I UNIT 2232 O p f- r � F � o CONSTRUCTION DETAILS �, SCALE 1"=50'o C-72 PROJECT NUMBER & PHASE 0800000745 Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 0 14,8/15,5 13 566 S-IaVw 03-24-11 QaoFEss aN REGISTERED CIVIL ENGINEER DATE o a� MATCH LINE, STA 56+25.00, SEE C-76 JEFFREY ti 06-28-11 � KIM - -�— 800+74 ° 50 C I 1 PLANS APPROVAL DATE No. C 631 06 ::ROCK BLANKET (6 0 8 SOYD) rHE srArE aF cauFORwA oR Irs oFFrcERs ° Exp' SEE LANDSCAPE PLAN a 2 OR ACENrs SHAZ I Nor aE RFSRONS19L F FOR s'4 c IVIL `p _ THE ACCUFACY OR COMPLETENESS OF SCANNED CAL IV o COPIES OF TH15 PLAN SHEET. GRAVEL 3 DIA° SEE BURGUNDY LANDSCAPESOYD) PLAN °0 EXIT RAMP TERMINI / SEE C-78 ROCK BLANKE SANBAG TY LIN INTERNATIONAL _ o 70 W 3RD STREET 3550 VINE STREET STE 120 o ;.GRAVEL 34 DIA. BURGUNDY (7 SQYD)� ��� �4 / - SAN BERNARDLNO, CA 92410 RIVERSIDE, CA 92507 m SEE LANDSCAPE PLAN - o SEE LANDSCAPE PLAN GRAVEL 2�11z BIA. BURGUNDY (56 SOYD) SEE LANDSCAPE PLAN -,-i w � - � � ROOK BLANKET (56 SOYD) ° SEE LANDSCAPE PLAN oma' ROCK :BLANKET (1083 SOYD) o 0 0+69 X SEE LANDSCAPE PLAN 8 Cl2 u�o � Y 0°° < % �137 d oOOQoo 0 ROCK BLANKET. -(263 SOYD) orB " �;°� ROCK BLANKET (v�/ > SEE LAND"SCAPE PLAN ao °o SEE LANDSCAPE PLAN o o a 54+55 w 801+52,24 C 1 Q 53+97071 ''CI'' ' 807+50Cl2'' 53+1 9 ' CI" � O�x 0° - 1 om '''C13'' ° LAN ROCK BLANKET - X�� ROCK B!LANKEI�-, . � m - EE LAN 799+80;';63 CI3 0° S D CAPE �P SEE LANDSCAPE PLAN ,- N ao z ROCK BLANKET SEE LANDSCAPE PLAN vi u o q o �QpOO - x o � 00 0 ° o��- F °008 �O ° ������, o�© ° °� • ° y (p o.- 830 3°�oaO ° ° 00 _%� 801+2& Cl2 ✓ o op .°0°00 0 a� 0g°° 0°.� a- g° ° �:_ Og° C�o°o � - ___ � _. ---- - _ cP�o� �j.: ° � M z z ROCK ._4LANKii I _, BLANKET � r o ' 0 0 ROG 8 S€E LANDSCAPE PLAN U z N SEE KLAN�:SCAR€:,PLAN a I z - c 1 J D° _og� ° W o, - - 00 (n a U i g gV �0�° , . LLI Q 6 ° m V o a LrJ 800'_ c7 ,a1 ° x W O o -- — - O Ln O- — GRIND (E) Conc _Pvmt - - — ---- ----- _ — — - -- 801 t21 70. "I 1 d ' Tm . -._-- --- - - -- - Ln — -- ------------$-1-10 - - WB I 1.0 + -- o + - - vi a — a w o r - G _ ---- - _ --------- _ _ - — ------ �r IND (E) - --- EB T I� Conc Pvmt --- t — z ------ ------ Q _ ---- ��� 800+59,00. CI �. - BC�,/KET Z J SEE LAND SEE L�APh °C) Z DCK BLANKET LANDSCAPE SPLAN 00 W a; ,og o oR °o u °' ' oo QQ � °o�JSO °c060 ° - �• � �Q�Q ' F1 0(� �0� � Ob Oo 0� 0° 0 0 - .� ° �� S nsp n o - o U a r N w Q 3 806+38.77 ''CI5'' o 0 s o I EXIT RAM SEE:C-77 795+78.x29 "CI4 _ OCK B,L.ANOE 8:Q2+52.34 CI5` - g ELI o X o C-) 797+25,00 CI4 - -' --- -- - . < 75NSOYPT54 SOYD) ------ o 0 o MATCH LINE, STA 47+50.00, SEE C-75 CONSTRUCTION DETAILS G o' W PAVEMENT LIMIT R K BLANKET AND R VER SCALE 1"=50' C-73 �, V OC G IRRI OSSO ATI N O C BORDER LAST REVISED 7/2/2010 USERNAME => TY LIN-Riv RLLA-IVF DoRDEH SCALL ° 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 DGN FILE => 846810ga073.dgn [S [N IIN:HES x x JL list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 114 566 24-1 1 REGISTERED CIVIL ENGINEER DAT _.- - E OQRovEss�aN� JEKIME 06-28-11 m - - - ------ --- _ ------ - PLANS APPROVAL DATE No. C 6 A 631 0 Exp. - 711E OR AGENTS OF AL NO TBE RE Axa ITS OFFICERS ` COP7E5 OFATHIS PLAN SHEET.ESS OF SCANNED NSIBLE FOR r q�OF CALIFaP SANBAG �TY,LIN,INTERNATIONAL r\�x� SANOW 3RD BERNARDINOESTREETET 35 0 V HE TE 12 CA 92410 RIVERSIDE, CA 92507 OpO O / 809+2.4.,271''I10 Imp'' �L u' v� �c ooh - 1 . 11 w ___ _- w - -. ----8-1"0+09°97 '110 Im O - 81-7+24,03"''CI1 B 1-1-0 '11-0 Imp''. --81-7+24-.58 -_-..._.._ -'' T10'I ft1 7+12._90._._.._..-._.. - -- - - BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810a07 PAVEMENT LIMIT, ROCK BLANKET, AND IRRGATION CROSSOVER RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 CONSTRUCTION DETAILS SCALE 1"=50' PROJECT NUMBER & PHASE C-74 0800000745 Q T L O r U X o J U 0 +O �Lu " a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810a07 PAVEMENT LIMIT, ROCK BLANKET, AND IRRGATION CROSSOVER RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 CONSTRUCTION DETAILS SCALE 1"=50' PROJECT NUMBER & PHASE C-74 0800000745 X Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 115 566 S.Iauti 03-24-11 �ati4( REGISTERED CIVIL ENGINEER DATE oPP�FEss e JEFFREY KIM 06-28-11 rGz1nr- L L d' •,I b S U X J w w 00 CONSTRUCTION DETAILS ool UJ PAVEMENT LIMIT, ROCK BLANKET, AND IRRGATION CROSSOVER w oI .l� _ a N 4 SCALE 1"=50' a b l O o BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN Riv RELATIVE BORDER SCALE UNIT 2232 PROJECT NUMBER & PHASE 0800000745 DGN FILE => 8468IOgo07' J:- IS IN INCHES x .A L BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga07 PAVEMENT LIMIT, ROCK BLANKET, AND IRRGATION CROSSOVER RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 116 566 ��.P— 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED 41�1 of CAL0"11 COPIES OF THI5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CONSTRUCTION DETAILS SCALE 1"=50' C - 76 PROJECT NUMBER & PHASE 0800000745 o -ol ro ,ol Q T L O r U x o J Q o 0 U + O ww n� o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga07 PAVEMENT LIMIT, ROCK BLANKET, AND IRRGATION CROSSOVER RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 116 566 ��.P— 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED 41�1 of CAL0"11 COPIES OF THI5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CONSTRUCTION DETAILS SCALE 1"=50' C - 76 PROJECT NUMBER & PHASE 0800000745 o -ol ro ,ol x x JL Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 117 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESSJO/V" e JEFFREY 06-28-11 KIM m PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp, ky OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL IFa��l COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga07 EB EXIT RAMP TERMINI PAVEMENT JOINT DETAILS FOR DETAILS NOT SHOWN, SEE STANDARD PLANS P1, P20, & P30 FIELD ADJUSTMENTS MIGHT BE REQUIRED FOR JOINT LAYOUTS RELATIVE BORDER SCALE IS IN INCHES 0 2 3 I i I i I i I UNIT 2232 Q Q T O L N O r U X o J U 0 + O w Lu n � N o BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga07 EB EXIT RAMP TERMINI PAVEMENT JOINT DETAILS FOR DETAILS NOT SHOWN, SEE STANDARD PLANS P1, P20, & P30 FIELD ADJUSTMENTS MIGHT BE REQUIRED FOR JOINT LAYOUTS RELATIVE BORDER SCALE IS IN INCHES 0 2 3 I i I i I i I UNIT 2232 CONSTRUCTION DETAILS �o' W 0 SCALE 1"=20' C-77 � ,ol PROJECT NUMBER & PHASE 0800000745 Q O \ N O � CONSTRUCTION DETAILS �o' W 0 SCALE 1"=20' C-77 � ,ol PROJECT NUMBER & PHASE 0800000745 X JL v O W M O co list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 118 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESSJO/V( e JEFFREY 06-28-11 KIM z PLANS APPROVAL DATE No C63106 A U � T L r U O X J o U NOTE: �o o uj 1, JPCP JOINT PATTERN INTERVALS ARE MEASURED n% ALONG THE MIDDLE OF PAVEMENT LIMIT N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv ')'N FILE => 846810ga07t WB EXIT RAMP TERMINI PAVEMENT JOINT DETAILS FOR DETAILS NOT SHOWN, SEE STANDARD PLANS P1, P20, & P30 FIELD ADJUSTMENTS MIGHT BE REQUIRED FOR JOINT LAYOUTS RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2232 E 12 CONSTRUCTION DETAILS SCALE 1 "=20' C-78 PROJECT NUMBER & PHASE 0800000745 T V DC I CURB AND GUTTER TRANSITION AT APPROACH SLAB Ln �J- DIKE TRANSITION, TYPE A OR F TO TYPE D i om w > m T z 0 z 0 C a� J z n LLJ D I B2 U.� Y U O O � O J In W O Q W = UD U i m O Ir X O L .l- n N X ~ I U W Q v w Ln �J- DIKE TRANSITION, TYPE A OR F TO TYPE D O D ' DIKE TRANSITION, TYPE C TO TYPE F U a U � T z 0 z 0 C c� z D a } D I Z Q U O O � O Q J O � (n Z O i m O ww L .l- n O X ~ I U W Q v � O U o TYPE C ao v o Z W L � c a ` C= U Q C W O D ' DIKE TRANSITION, TYPE C TO TYPE F U Q T L O r U X 0o U 0 � O ww .l- n � o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga07 TY 8'' C&G CURB AND GUTTER TRANSITION AT APPROACH SLAB DIKE TRANSITION, TYPE A, C. OR F DIKE TRANSITION, TYPE F TO TYPE E CURB TRANSITION TRANSITION TYPE E DIKE ES 1'-0" A 1 JPCP 1 '-4" TYPE E Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 119 566 S.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( JEFFREY Fc 06-28-11 KIM PLANS APPROVAL DATE No. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR 46'E1VT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 PCC DIKE DETAIL 1, FOR DETAIL NOT SHOWN, SEE A87B CURB, HMA DIKE AND PCC DIKE TRANSITION DETAILS RELATIVE BORDER SCALE - UNIT 2�'� IS IN INCHES I i i I i I CURB TRANSITION A2-6 TO TYPE E o � i oo � W 0 a � I CONSTRUCTION DETAILS � o NO SCALE wo �o C-79 PROJECT NUMBER & PHASE 0800000745 x NOTE= SEE C-85 TO C-87 FOR ADDITIONAL CONCRETE BARRIER DETAIL Bnrr TYPE c. >- w m U C' > w w w FS > w W H � Q T" '36A CONCRETE BARRIER TRANSITION TYPE 60 TO TYPE 60C (Mod) TO 736A BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga08 c Barr E 60GE (Mod) Column 4'' Expanded polystyrene Pavement or well compacted base under concrete barrier G FS no Barr PE 736A FS Conc Barr TYPE 60C (Mod) G VARIES CONCRETE BARRIER TRANSITION TYPE 60C (Mod) TO 736A CONCRETE BARRIER TYPE 60GE (Mod) NOTE. SEE A76C & A76F FOR DETAILS NOT SHOWN G Barr- 60C arr60C (Mod) 1 ,-FS VARIES Conc Barr TYPE 60C (Mod) SEE RSP A76A FOR DETAILS NOT SHOWN TUBULAR 1-1 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10// 14,8/15,5 120 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jotig( JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Conc Barr Cone Barr TYPE 60C � I rn M N FG (E) Conc Barr TYPE 50C FG Conc Barr TYPE 60C 12''VARIES f CONCRETE BARRIER TRANSITION TYPE 50C TO TYPE 60C 1. '-6" Conc Barr TYPE 26A (Mod) NOTE. SEE B11-51, B11-54, & BII-55 FOR DETAILS NOT SHOWN CONCRETE BARRIER DETAILS RELATIVE BORDER SCALE - UNIT 2232 IS IN INCHES I i i I i C&C o \ N O II I O p � W o ~ 0 a � CONSTRUCTION DETAILS NO SCALE o0 �o C-80 �o PROJECT NUMBER & PHASE 0800000745 om Qo J B, c," J In U U }> z LLJ Y v W W U n L' Conc Barr TYPE 60E Ir x LLLL � a z 0 U � z 0 Z Z a C z >- o 0 o a m o J m � Ln �z o 1v o x I w Q � v O N I U N ~ O lL d � O � Z W a 0 ♦— � U Q C O L W D U I Q T L O U x o J C-) 0 �o W w n o [Q N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga08 c Barr E 60GE (Mod) Column 4'' Expanded polystyrene Pavement or well compacted base under concrete barrier G FS no Barr PE 736A FS Conc Barr TYPE 60C (Mod) G VARIES CONCRETE BARRIER TRANSITION TYPE 60C (Mod) TO 736A CONCRETE BARRIER TYPE 60GE (Mod) NOTE. SEE A76C & A76F FOR DETAILS NOT SHOWN G Barr- 60C arr60C (Mod) 1 ,-FS VARIES Conc Barr TYPE 60C (Mod) SEE RSP A76A FOR DETAILS NOT SHOWN TUBULAR 1-1 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10// 14,8/15,5 120 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jotig( JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Conc Barr Cone Barr TYPE 60C � I rn M N FG (E) Conc Barr TYPE 50C FG Conc Barr TYPE 60C 12''VARIES f CONCRETE BARRIER TRANSITION TYPE 50C TO TYPE 60C 1. '-6" Conc Barr TYPE 26A (Mod) NOTE. SEE B11-51, B11-54, & BII-55 FOR DETAILS NOT SHOWN CONCRETE BARRIER DETAILS RELATIVE BORDER SCALE - UNIT 2232 IS IN INCHES I i i I i C&C o \ N O II I O p � W o ~ 0 a � CONSTRUCTION DETAILS NO SCALE o0 �o C-80 �o PROJECT NUMBER & PHASE 0800000745 x ,�— NOTE: SEE C-85 TO C-87 FOR ADDTIONAL CONCRETE BARRIER DETAIL Conc Barr Conc Barr MODIFIED TYPE 60 TRANSITIONS Conc Barr END CAP (TYPE TC) ----------------------------- -- DIRECTION OF TRAFFIC _ VERTICAL FACE Abut 3 SEE Str PLANS ARCHITECTURAL TREATMENT SEE Str PLANS EP � Conc Barr (Type 60D) BORDER LAST REVISED 7/2/2010 ELEVATION #5 5' -0" Total 4 --x #4 0 TOTAL 2 MBGR Trans RAILING (TYPE WB) c 31, QQ Conc Barr j' M TYPE 60 FS 12 SECTION A—A CONCRETE BARRIER TRANSITION (TYPE 60) TO MBGR NOTE= SEE A76B FOR DETAILS NOT SHOWN �") N In Ln n ti r 0-) L 5 _-- BATTER Trans 9.375' MODIFIED Barr CONCRETE] Conc BARRIER TRANSITION }, ------------------------------- -- _v 10'' Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 121 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP0FEss �o11, JEFFREY Fc 06-28-11 KIM No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of cnL tFa�� COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Q T Conc Barr L O o TYPE 7368 U ConcBarr 1 -_- - ES xoC-.) J M TRANSITION 0 CONCRETE_..__— BARRIER _-'_____ __ T=---=------- RW �o SEE R-Shts ww FOR DETAILS n� _-- ----- 5 o N BORDER LAST REVISED 7/2/2010 ELEVATION #5 5' -0" Total 4 --x #4 0 TOTAL 2 MBGR Trans RAILING (TYPE WB) c 31, QQ Conc Barr j' M TYPE 60 FS 12 SECTION A—A CONCRETE BARRIER TRANSITION (TYPE 60) TO MBGR NOTE= SEE A76B FOR DETAILS NOT SHOWN �") N In Ln n ti r 0-) L 5 _-- BATTER Trans 9.375' MODIFIED Barr CONCRETE] Conc BARRIER TRANSITION }, ------------------------------- -- _v 10'' Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 121 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP0FEss �o11, JEFFREY Fc 06-28-11 KIM No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of cnL tFa�� COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Conc ANCHOR BLOCK (Mod) 7 Abut 3 3? Vert FACE Conc ANCHOR SEE Str PLANS BLOCK (Mad) I 7? END CAP (TYPE TC) ARCHITECTURAL -- co TREATMENT -' (1.5" THICK) 7� SEE Str PLANS -------- -{ - - ----- -- - �2S 25< FACE EP b Conc Barr ------------ - 5 MBGR Trans RAILING (Type 60D) EP l BATTER 5, o.. rans (TYPE WB) DIRECTION OF TRAFFIC BATTERED FACE - 2� o 0 - — w CONCRETE ANCHOR BLOCK (Mod) TRANSITION DETAIL DIRECTION OF TRAFFIC w w NOTE SEE A77J3 AND A77J4 FOR DETAILS NOT SHOWN CONCRETE BARRIER AND CONCRETE ANCHOR BLOCK TRANSITION DETAILS USERNAME ->TY LIN-Riv DGN FILE => 846810ga08 RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 CONSTRUCTION DETAILS NO SCALE o0 �o C-81 PROJECT NUMBER & PHASE 0800000745 Conc Barr o TYPE 7368 Cont TOTAL 8 NLY SPACED ConcBarr 1 -_- - ES IED M TRANSITION CONCRETE_..__— BARRIER _-'_____ __ T=---=------- RW SEE R-Shts FOR DETAILS _-- ----- 5 ES L 4 CONCRETE BARRIER TRANSITION ON RETAINING WALL (TYPE 736B) NOTE SEE B11-56 FOR DETAILS NOT SHOWN Conc ANCHOR BLOCK (Mod) 7 Abut 3 3? Vert FACE Conc ANCHOR SEE Str PLANS BLOCK (Mad) I 7? END CAP (TYPE TC) ARCHITECTURAL -- co TREATMENT -' (1.5" THICK) 7� SEE Str PLANS -------- -{ - - ----- -- - �2S 25< FACE EP b Conc Barr ------------ - 5 MBGR Trans RAILING (Type 60D) EP l BATTER 5, o.. rans (TYPE WB) DIRECTION OF TRAFFIC BATTERED FACE - 2� o 0 - — w CONCRETE ANCHOR BLOCK (Mod) TRANSITION DETAIL DIRECTION OF TRAFFIC w w NOTE SEE A77J3 AND A77J4 FOR DETAILS NOT SHOWN CONCRETE BARRIER AND CONCRETE ANCHOR BLOCK TRANSITION DETAILS USERNAME ->TY LIN-Riv DGN FILE => 846810ga08 RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 CONSTRUCTION DETAILS NO SCALE o0 �o C-81 PROJECT NUMBER & PHASE 0800000745 X 6" 2' 18" 1/2"R 1/2"R 1/4" BATTER R a 4:12 1/! 1/2"R 1:12 n d d d �- d O c0 Q O 8" CURB & GUTTER 0.054 G.Y. CONIC. PER L.F. 6" 18" 1/2°R 1/2"R 1/4„ BA TER 1/2"R 4:12 1:12 6" CURB & GUTTER 0.049 C.Y. CONC. PER L.F. F 8" CURB 0.032 C.Y. CONC. PER L.F. a 6" CURB 0.027 C.Y. CONC. PER L.F. LEGEND (C-82 ONLY): MATERIAL WITH ADL (TYPE Y1) ROADWAY EXCAVATION OF MATERIAL WITH ADL (TYPE Y1) AREA AVAILABLE FOR BACKFILL MATERIAL WITH ADL (TYPE Y1) R, NONH, NOTES: 1. RELATIVE COMPACTION REQUIREMENT FOR TOP 12" OF SUBGRADE IS 95%. WHEN CLASS II BASE IS USED UNDER STREET PAVEMENT, CLASS II BASE SHALL ALSO BE PLACED UNDER CURB AND GUTTER. 2. NO FORMS SHALL BE PLACED UNTIL THE RELATIVE COMPACTION HAS BEEN TESTED AND APPROVED, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 3. ALL FORMWORK SHALL BE INSPECTED AND APPROVED PRIOR TO PLACEMENT OF CONCRETE. 4. THE CONTRACTOR SHALL USE 520-C-2500 CONCRETE UNLESS OTHERWISE APPROVED. 5. THE CONTRACTOR SHALL LOCATE EXPANSION AND WEAKENED PLANE JOINTS PER CITY STANDARD PLAN FOR SIDEWALKS. 6. IMMEDIATELY AFTER FINISHING OPERATIONS ARE COMPLETE, THE CONTRACTOR SHALL PROVIDE BROOM FINISH AND APPLY CURING COMPOUND, 7. THE CONTRACTOR SHALL PROTECT THE CONCRETE WORK FROM ALL TRAFFIC AND CONSTRUCTION EQUIPMENT FOR AT LEAST SEVEN DAYS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 8. FOR ABRUPT CURB TERMINATIONS, 3 FT. CURB TRANSITIONS SHALL BE PROVIDED, SEPARATED WITH o v A WEAKENED PLANE JOINT. L � a CURB AND GUTTER L z CITY OF FONTANA STD PLAN NO 1000 (MODIFIED) L O X o a CITY OF FONTANA STANDARD PLANS BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga08 Exist EP -------------- -------------- 4DING PLANE ABBREVIATIONS: ADL AERIALLY DEF'USITED LEAD TYPICAL SECTION ROADWAY EXCAVATION OF MATERIAL WITH ADL k LT UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10// 14.8/15.5 122 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �otig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of cnL COPIES OF T1,115 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 70, TR ��SIT I0 V co WALL GUTTER TRANSITION AREA AVAILABLE OR BACKFILLING MATERIAL WITH AERIALLY DEPOSITED LEAD (TYPE Y-1) NOTE 1. SEE C-2 & C-3 FOR LIMIT OF ADL SOILS. 2. EXCAVATED ADL SOILS TO BE PLACED IN EMBANKMENT AS SHOWN ON SHEET G-5 AND IN ACCORDANCE WITH THE SPECIAL PROVISIONS. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2232 yN r �a o N WALL GUTTER TRANSITION o m 00 � o a � CONSTRUCTION DETAILS NO SCALE o0 �o C-82 PROJECT NUMBER & PHASE 0800000745 w UJ n � N o BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga08 Exist EP -------------- -------------- 4DING PLANE ABBREVIATIONS: ADL AERIALLY DEF'USITED LEAD TYPICAL SECTION ROADWAY EXCAVATION OF MATERIAL WITH ADL k LT UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10// 14.8/15.5 122 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �otig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of cnL COPIES OF T1,115 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 70, TR ��SIT I0 V co WALL GUTTER TRANSITION AREA AVAILABLE OR BACKFILLING MATERIAL WITH AERIALLY DEPOSITED LEAD (TYPE Y-1) NOTE 1. SEE C-2 & C-3 FOR LIMIT OF ADL SOILS. 2. EXCAVATED ADL SOILS TO BE PLACED IN EMBANKMENT AS SHOWN ON SHEET G-5 AND IN ACCORDANCE WITH THE SPECIAL PROVISIONS. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2232 yN r �a o N WALL GUTTER TRANSITION o m 00 � o a � CONSTRUCTION DETAILS NO SCALE o0 �o C-82 PROJECT NUMBER & PHASE 0800000745 x N c 0 dl 0 L ,�_ CURB RETURN RADII INTERSECTION OF: MINIMUM RADIUS: LOCAL STREET AND LOCAL STREET 25' LOCAL STREET AND COLLECTOR STREET 30' COLLECTOR STREET AND COLLECTOR STREET 35' ANY STREET WITH A SECONDARY CLASSIFICATION OR ABOVE 35' ANY TWO ESTABLISHED TRUCK ROUTES 50' CURB ADJACENT SIDEWALK TE� cJ P o� F SSG `L G 5 CURB FACE �a1007o^ `CURBT NON -CURB ADJACENT SIDEWALK \-! s9 9, SETECTA LSEEARNIN 6 NOT TO SCALE (EJ) ecR RADIUS Fr. MIN. AND TRUURFACE *NCATED DOME 1/2" EXPANSION JOINT (TYR) MARKED DETAIL, SHEET 2 OF 2 CROSSWALK NOTES: 1. RAMP SHALL HAVE A 12" WIDE BORDER ON FLAT SURFACE WITH 1/4" GROOVES APPROXIMATELY 3/4" O.C. AS SHOWN IN GROOVING DETAIL. 2. RAMPS SHALL HAVE TRANSVERSE BROOM FINISH TEXTURE ROUGHER THAN THE SURROUNDING SIDEWALK. 3. RAMP GRADES SHALL BE STAKED FOR INSPECTION PRIOR TO PLACEMENT OF CONCRETE. 4. MINIMUM CURB RETURN RADII SHALL BE PER TABLE SHOWN ABOVE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 5. CONCRETE THICKNESS SHALL BE 6 INCHES FROM ECR TO BOB UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 6. THE CURB RAMP DETECTABLE WARNING SURFACE MUST BE PREFABRICATED SURFACE, RIGID, COLORFAST AND UV STABLE, YELLOW COLOR COMPLYING WITH FEDERAL STANDARD 595B, COLOR NUMBER 33538 "ADA REPLACEABLE (WET SET) COMPOSITE TACTILE UNITS" AS MANUFACTURED BY ADA SOLUTIONS, ARMOR -TILE, OR EQUAL TO COMPLY WITH STATE AND FEDERAL REQUIREMENTS. THE EDGE OF THE DETECTABLE WARNING SURFACE ADJACENT TO THE STREET SHALL BE BETWEEN 6" AND 8" FROM THE GUTTER FLOW LINE. 7. THE MAXIMUM SLOPE OF THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP SHALL NOT EXCEED 5 PERCENT WITHIN 4' OF THE RAMP. DETECTABLE WARNING SYSTEM RAISED TRUNCATED DOME SEE NOTE 6 TOOL RADIUS 1/4 INCH 1/2 INCH EXPANSION JOINT (EJ) GROOVING DETAIL WITH FILLER MATERIAL N.T.S. EXPANSION JOINT DETAIL SEE GROOVING NO LIP AT FLOW LINE DETAIL �{ 4' MIN I - „D" SEE TABLE{ 2% MAX. 8.33% M4k - y 6" P.C.C. RAMP 4 MIN. 520-C-2500 5% MAX. SECTION "A -A" N.T.S. TABLE "D" DEPTH OF RAMP D 6" CURB FACE 8" CURB FACE "D" 7'- 4" MIN. 9'- 9" MIN. STANDARD CURB RETURN ACCESS RAMP CITY OF FONTANA Std PLAN 103 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DON FILE =2 846810ga08 PL I A' I ryil C B * 3 75% S/ W n 1 1 2' 2' DRIVEWAY APPROACH WITH CURB ADJACENT SIDEWALK *MODIFIED TO COMPLY WITH ADA STANDARD 0.00' FOR 6"C.F. *8.0' R/W 0.20' FOR 8"C.F. STANDARD 3.5' *4' 6" C.F. OR oQ 8" C. F. 1" C.F. 6 f, TYPICAL SECTION 1.67" to 2.35" LAND USE & DRIVEWAY TYPE CENTER TO CENTER v SPACING z z O O 0 z 35 FT a > 40 FT 67" to 2.35" a CENTER TO CENTER SPACING TRUNCATED DOME PATTERN DETECTABLE WARNING SYSTEM RAISED TRUNCATED DOME SEE NOTE 6 TOOL RADIUS 1/4 INCH 1/2 INCH EXPANSION JOINT (EJ) GROOVING DETAIL WITH FILLER MATERIAL N.T.S. EXPANSION JOINT DETAIL SEE GROOVING NO LIP AT FLOW LINE DETAIL �{ 4' MIN I - „D" SEE TABLE{ 2% MAX. 8.33% M4k - y 6" P.C.C. RAMP 4 MIN. 520-C-2500 5% MAX. SECTION "A -A" N.T.S. TABLE "D" DEPTH OF RAMP D 6" CURB FACE 8" CURB FACE "D" 7'- 4" MIN. 9'- 9" MIN. STANDARD CURB RETURN ACCESS RAMP CITY OF FONTANA Std PLAN 103 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DON FILE =2 846810ga08 PL I A' I ryil C B * 3 75% S/ W n 1 1 2' 2' DRIVEWAY APPROACH WITH CURB ADJACENT SIDEWALK *MODIFIED TO COMPLY WITH ADA STANDARD 0.00' FOR 6"C.F. *8.0' R/W 0.20' FOR 8"C.F. STANDARD 3.5' *4' 6" C.F. OR oQ 8" C. F. 1" C.F. 6 f, TYPICAL SECTION A' GUTTER i" CURB FLOW LINE FACE TOP OF CURB 2' 2' NOT TO SCALE ELEVATION 0 CONCRETE IN THE SHADED AREA SHALL BE AT LEAST 6" THICK. O SCORE LINE OR COLD JOINT. O GRADE BREAK LINES SHALL BE PRECISE AND STRAIGHT. SCREEDS AND/OR FALSE FORMS MUST BE USED TO ACHIEVE PRECISE CONSTRUCTION DRIVEWAY APPROACH DIMENSIONS LAND USE & DRIVEWAY TYPE ¢ w C7 m 12 FT 2% 2% A' GUTTER i" CURB FLOW LINE FACE TOP OF CURB 2' 2' NOT TO SCALE ELEVATION 0 CONCRETE IN THE SHADED AREA SHALL BE AT LEAST 6" THICK. O SCORE LINE OR COLD JOINT. O GRADE BREAK LINES SHALL BE PRECISE AND STRAIGHT. SCREEDS AND/OR FALSE FORMS MUST BE USED TO ACHIEVE PRECISE CONSTRUCTION DRIVEWAY APPROACH DIMENSIONS LAND USE & DRIVEWAY TYPE SINGLE-FAMILY DWELLING OR DUPLEX 12 FT -24 FT MAX DETACHED GARAGE LOCATED IN REAR YARD FOR SINGLE FAMILY DWELLING 12 FT TWO-WAY TRUCK ACCESS FOR COMMERCIAL SITES 35 FT TWO-WAY TRUCK ACCESS FOR INDUSTRIAL SITES 40 FT NOTES: 1. A CONSTRUCTION PERMIT IS REQUIRED PRIOR TO CONSTRUCTION OF A DRIVEWAY APPROACH. 2. NO PORTION OF A DRIVEWAY APPROACH SHALL BE LOCATED WITHIN A CURB RETURN. 3. DRIVEWAY APPROACHES SERVING ADJOINING LOTS SHALL BE SEPARATED BY AT LEAST ONE FOOT OF FULL HEIGHT CURB. 4. WHEN A JOINT DRIVEWAY APPROACH IS PERMITTED, A RECORDED EASEMENT ALLOWING FOR MUTUAL ACCESS ON THE ADJOINING PROPERTIES IS REQUIRED. 5, THERE SHALL BE AL LEAST 20 FEET OF FULL HEIGHT CURB BETWEEN DRIVEWAYS SERVING THE SAME LOT. 6. CONCRETE SHALL BE CLASS 560-C-3250. 7. INSTALL 1/4" EXPANSION JOINT FILLER AT LIMITS OF DRIVEWAY APPROACH, 8. WHEN A DRIVEWAY APPROACH IS TO JOIN AN ALLEY, THE DRIVEWAY APPROACH AND THE ALLEY SHALL BE CONSTRUCTED TO ALLOW FOR PROPER DRAINAGE. RESIDENTIAL/COMMERCIAL INDUSTRIAL DRIVEWAY WITH CURB ADJACENT SIDEWALKS CITY OF FONTANA Std PLAN 1001 (MODIFIED) CITY OF FONTANA STANDARD PLANS RELATIVE BORDER SCALE IS IN INCHES list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 123 566 REGISTERED CIVIL ENGINEER DATE oPPOFEss .otig( � JEFFREY Fc 06-28-11 � KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS � Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED q� of CAL COPIES OF THJS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 NOTE: 1O ELEVATION REQUIRED IN PLAN VIEW WHERE NOTED. � LEGEND: R/W = RIGHT OF WAY LINE = C� R = RADIUS OF CURVE z \� L s� R/W � 1 1� \ so \ a U M.O.B. R CURB 8c GUTTER Z \ c r_ m\ C I --B ' B L - I C A' A` NOT TO SCALE R W LOCAL COLLECTOR CURVE 1 CURVE 2 STREET CURB PROPERTY CURB PROPERTY R/W A B C D D1 � R L R L � R L R L 50' 25' 18' 7' 80.23' 25' 32°20'01" 107' 60.38' 100 56.43' 212°.20'01" 43' 159.35' 50' 185.30' 54' 27' 20' 7' 75.99' 23' 30°26'11" 107' 56.84' 100 53.12' 210°26'11" 43' 157.93' 50' 1.83.64' 60' 30' 18' 12' 69.22' 20' 27°28'55" 112' 53.72' 100' 47.97' 207°28'55" 38' 137.61' 50' 181.06' 64' 32' 20' 12' 64.41' 18' 25°25'41" 112' 49.71' 100 44.38' 205'25'41"138'1136.25', UNIT 2232 OFFSET CUL-DE-SAC CITY OF FONTANA Std PLAN 406 CONSTRUCTION DETAILS PROJECT NUMBER & PHASE NO SCALE C-83 0800000745 � F � o a � �w a � o 'o q I �o ro ,o 50' 17927' 68' 34' 22' 12' 59.32' 16' 23°17'40" 112' 45.54' 100 40.66' 203°17'40" 38' 134.83' 50' 177.41' INDUSTRIAL STREET 60' 30' 24' 6' 69.22' 20' 27°28'55" 106' 50.84' 100' 47.97' 207'28'55" 44' 159.33' 50' 181.06' 68' 34' 28' 6' 59.32' 16' 23°17'40" 106' 43.10' 100 40.66' 203°17'40" 44' 156.12' 50' 177.41' UNIT 2232 OFFSET CUL-DE-SAC CITY OF FONTANA Std PLAN 406 CONSTRUCTION DETAILS PROJECT NUMBER & PHASE NO SCALE C-83 0800000745 � F � o a � �w a � o 'o q I �o ro ,o x N 0 E JL 50' MIN. 60' OR 110' 50' MIN. (SEE NOTE 1) A 10' TYP. SPACING a_ h w a_ a_ 0- w a_ 3 � a- a- w a- a- a- w i FL EP a a' ITYR 65'MI.N.P. SEE NOTE 5 SEE NOTE 4 BUS STOP SIGN C TRANSITION A (BY OTHERS) m } TO SIDEWALK 6" OR 8" CURB FACE J ~ a Z R/W � o a 10' MIN. 9' MIN. 3' o MIN. MIN. a 1' 3/8" LIP 2% 2% LIMIT OF --4., P.C.C. SIDEWALK CONSTRUCTION 6" OR 8" CURB PER CITY STD. PLAN FOR CURB AND GUTTER EXPANSION JOINT FILLER 6" MIN, 957 COMPACTED MISCELLANEOUS BASE OVER 1/4" TOOL RADIUS 12" MIN. 95% COMPACTED NATIVE SUBGRADE 8" PCC (560-C-3250) WITH 6X6 #6 WWF REINFORCEMENT SECTION A -A EXPANSION JOINT 1/4 TOTAL DEPTH, 1/4" TOOL RADIUS-� 25 FAR SIDE � -IMINI LOCATION WEAKENED PLANE JOINT TYPICAL BUS BAY LOCATION NOTES: 1. LENGTH OF STORAGE DETERMINED BY SINGLE OR DOUBLE BUS STOP AS SPECIFIED BY SERVING BUS COMPANY AND APPROVED BY THE CITY ENGINEER. 2. IF BENCH/SHELTER IS PROPOSED, 4 FEET MINIMUM OF SIDEWALK CLEARANCE IS REQUIRED. 3. FAR SIDE BUS BAY LOCATION IS PREFERRED, PER ABOVE DETAIL. 4. ADDITIONAL STREET LIGHTING MAY BE REQUIRED AS DETERMINED BY THE CITY ENGINEER. 5. CONSTRUCT EXPANSION JOINTS (EJ) AND WEAKENED PLANE JOINTS (WPJ) PER ABOVE DETAIL, OR AS DIRECTED BY THE CITY ENGINEER. BORDER LAST REVISED 7/2/2010 STANDARD BUS BAY CITY OF FONTANA Std PLAN NO 1005 USERNAME ->TY LIN-Riv DGN FILE =2 84681Oga08 MINIMUM RAMP LENGTH (L) AT BACK OF SIDEWALK NO LIP AT FLOW LINE 6" CURB FACE 8" CURB FACE "L" 6'-0" MIN. 8'-0" MIN. CURB ADJACENT SIDEWALK list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 124 566 ��.P_ 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFEss �a4q( 1 JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED 41�1 of CAL0"11 COPIES OF THI5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 A/2 (EJ) ECR 1.67" to 2.35" 2 CURB FACE CENTER TO CENTER L12 GROOVED BORDER O O A - — - — ------ O O �� RETAINING CURB h � �P O AT BACK OF �, 0- 1.67" to 2.35" SIDEWALK CENTER TO CENTER SPACING W BPS M.o.CB TRUNCATED DOME PATTERN DETECTABLE WARNING SYSTEM A SEE NOTE 7 Sg R• DETECTABLE WARNING SURFACE, SEE NOTE 7 AND TRUNCATED (EJ) BCR �9N DOME DETAIL. 1/2" EXPANSION MARKED TOOL RADIUS 1/4 INCH JOINT (TYP) CROSSWALK NOT TO SCALE 1/2 INCH EXPANSION JOINT (EJ) NOTES: WITH FILLER MATERIAL 1. MODIFIED ACCESS RAMP SHALL BE USED WHEN RIGHT OF WAY IS RESTRICTED. 2. ALL OBSTRUCTIONS SHALL BE REMOVED OR RELOCATED TO PROVIDE FOR A MINIMUM FOUR (4) FOOT CLEARANCE. 3. RAMPS SHALL HAVE A 12" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER AS SHOWN IN GROOVING DETAIL. EXPANSION JOINT DETAIL o� 0.45" 0 0.90" Dia. BASE TRUNCATED DOME DETAIL RAISED TRUNCATED DOME 4. RAMPS SHALL HAVE TRANSVERSE BROOM FINISH TEXTURE ROUGHER THAN THE SURROUNDING NO LIP AT FLOW LINE SIDEWALK. RETAINING CURB CMIN. AT BACK OF 5. RAMPS SHALL BE STAKED FOR INSPECTION PURPOSES PRIOR TO POURING CONCRETE. SIDEWALK 2% 6. CONCRETE THICKNESS SHALL BE 6 INCHES FROM ECR TO BCR. 7. THE CURB RAMP DETECTABLE WARNING SURFACE MUST BE PREFABRICATED SURFACE, RIGID, COLORFAST 6" P.C.C. RAMP AND UV STABLE, YELLOW COLOR COMPLYING WITH FEDERAL STANDARD 595B, COLOR NUMBER 33538, 520-C-2500 "ADA REPLACEABLE (WET SET) COMPOSITE TACTILE UNITS" AS MANUFACTURED BY ADA SOLUTIONS SECTION A -A ARMOR -TILE, OR EQUAL TO COMPLY WITH STATE AND FEDERAL REQUIREMENTS. THE EDGE OF THE DETECTABLE WARNING SURFACE ADJACENT TO THE STREET SHALL BE BETWEEN 6" AND 8" FROM THE GUTTER FLOW LINE. 8. THE MAXIMUM SLOPE OF THE ROAD IMMEDIATELY ADJACENT TO THE CURB RAMP SHALL NOT EXCEED 5 PERCENT WITHIN 4' OF THE RAMP. CITY OF FONTANA STANDARD PLANS RELATIVE BORDER SCALE IS IN INCHES L MODIFIED CURB RETURN ACCRESS RAMP CITY OF FONTANA Std PLAN NO 1004 UNIT 2232 1' 3/4' O.C. RAMP I a 1/4° GROOVING DETAIL TOOL RADIUS a 1/4" RETAINING CURB CONSTRUCTION DETAILS PROJECT NUMBER & PHASE NO SCALE C-84 0800000745 x NOTE: SEE C-80 TO C-81, C-86 TO C-87 FOR ADDITIONAL CONCRETE BARRIER DETAILS BORDER LAST REVISED 7/2/2010 ROCK BLANKET AT GORE "I10 Imp" Sta 807+55.53 TO 808+58.81 ROCK BLANKET AT GORE "I10 Imp" Sto 793+07.56 TO 794+50.13 USERNAME ->TY LIN-Riv DGN FILE => 846810ga08 �o M 1f- om w a� J B2 J In Q UD m n z LLJ Y W W = U Dist Ir ROUTE X N SHEETS 8�Q N J a z 0 U U � z 0 u a TYPE C z � } 10 D 125 Q 0 O z � 03-24-11 m O � aS 10H41 Ln / z o Barr JEFFREY Fc 60C -A (Mod) 06-28-11 KIM o x •. • i U W Q v � O xp. THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.— CIVIL FG. FG OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr4 `P U O o THE ACCURACY OR COMPLETENESS OF SCANNED foRt> iF • • N ~ 12' �r 121 o LL TY LIN INTERNATIONAL 3550 VINE STREET STE 120 d O SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Conc Barr TYPE 60 (Mod) oZ ,W 0 SHOWN a� U Q W �o / L I U Q T L O r U X o J U 0 �o w I— --:X n o N BORDER LAST REVISED 7/2/2010 ROCK BLANKET AT GORE "I10 Imp" Sta 807+55.53 TO 808+58.81 ROCK BLANKET AT GORE "I10 Imp" Sto 793+07.56 TO 794+50.13 USERNAME ->TY LIN-Riv DGN FILE => 846810ga08 �o M 1f- Dist COUNTY ROUTE OJE TOTAL PRCT SHEETS 8�Q Conc Barr TYPE 60 (Mod) 08 SBd 10 14,8/15,5 125 566 03-24-11 aS 10H41 • REGISTERED CIVIL ENGINEER DATE oPPOFEss Barr JEFFREY Fc 60C -A (Mod) 06-28-11 KIM No C63106 •. • PLANS APPROVAL DATE A xp. THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.— CIVIL FG. FG OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr4 `P O o THE ACCURACY OR COMPLETENESS OF SCANNED foRt> iF • • COPIES OF T11115 PLAN SHEET. CpL 12' �r 121 SANBAG 1170 W 3RD STREET TY LIN INTERNATIONAL 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Conc Barr TYPE 60 (Mod) NOTE SEE RSP A76A FOR DETAILS NOT SHOWN L �./11I j Conc Barr TYPE 60C -A (Mod) SEE RSP A76A FOR DETAILS NOT SHOWN Conc Barr TYPE 60 (Mod) OR TYPE 6OC-A (Mod) v v "CI3" WB ENTRANCE RAMP C 7 CONCRETE BARRIER TRANSITION TYPE 60 TO TYPE 60 (Mod) RELATIVE BORDER SCALE 03 3 IS IN INCHES 1 1 1 UNIT 2232 G IANNI E DI Conc Barr TYPE 60 (Mod) so Conc Barr TYPE 6OC-A (Mod) \ N Sta 792+25 TO Sta 793+39 "CI3" WB ENTRANCE RAMP O p � W o ~ 0 a � CONSTRUCTION DETAILS NO SCALE o0 � O C-85 �o PROJECT NUMBER & PHASE 0800000745 x Dist OJE COUNTY ROUTE TOTAL PRCT J No. SH Motif X Motif Z Motif Y 8'-0" 8'-0" 08 SBd 10 14,8/15,5 2 566 4"- 4'-011 03-24-1 Conc Barrier PocEss,a �o Typ REGISTERED CIVIL ENGINEER DAT T y p See ''ROAD PLANS'' JEFFREY 06-28-11 KIM Lm No. C63106 A PLANS APPROVAL DAT THE STATEOF CALIFOR 05 R ITS OFFICERS Exp. OR AGENTS SHALL NO E RESRONSIBLE TOR sr CIVIL c 711ECORA OF HI OR LAN SHEET.ESS OF SCANNED �� of CALIF SANB TY LIN INTERNATIONAL 11 W 3RD STREET 3550 VINE STREET STE 12 N BERNARDINO, CA 92410 RIVERSIDE, CA 92507 TYPICAL ELEVATION 3/8"=1 '-01, MOTIF Z a C -MOTIF X 0 a L 1�1 � -o Top of Conc 1117 (A Barrier CD 1 23 4 5 6 7 I I I I I I I t-- t - --Y- - -i - - -I - - - A I I I I I I +- 4- L ---I---F - B I I I I I I I I I I I ,' I I I I I L ---L -1 J ---1---I- -L- D Insertion A Point 1 1 '-6" Typ Gr Spacing O V ' TYPIC T a L O r U J X o U 0 O Ww MOTIF X ELEVAT /z"=1 '-0" /2"=1 '-0" 0 48'-0'1 8,- a c o a °o a Barrier Top of Cone ' p 0 2 3 4 5 6 ~ o 1� Barrier �` -fi--1---------I---r -fi-- A ) I -+-- B I I II - - - - - - - - - - - - - I I I I - - - G I I I I I I - L - - - - L - - 1 - - J - - L - I - L - - D Insertion 9-0 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 2 27 28 29 30 31 32 33 I I I I I I I I I I I I I I I I I I I I I I ----r--r- - t - - t - - rt------------r--r- t--t--------------r- - r- - t - - t--rt- ---I----- r--r--t- -- -t-- f ---------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- Insertion I I I I I I I I I I I I I I I I I I I I I I Point 2----�-- 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 -1---L--L--1---i I I I I I I I I I -L---1---1---I---L--L--L--1-- I I I I I I I I --J--- -- I- - - L --L I --L- I I I 1--J---1---1---I---L--L--L---L I I I I I I I I I I I J ---1---1---I- 1 '-6 T y p j (n „ rid Spacing TYPICAL MOTIF Z ELE ION ��^^JJ�� a C -MOTIF X 0 a L 1�1 � -o Top of Conc 1117 (A Barrier CD 1 23 4 5 6 7 I I I I I I I t-- t - --Y- - -i - - -I - - - A I I I I I I +- 4- L ---I---F - B I I I I I I I I I I I ,' I I I I I L ---L -1 J ---1---I- -L- D Insertion A Point 1 1 '-6" Typ Gr Spacing O V ' TYPIC T a L O r U J X o U 0 O Ww MOTIF X ELEVAT /z"=1 '-0" /2"=1 '-0" TYPICAL MOTIF Y ELEVATION /z"=1 '-0 F � NOTE= SEE C-80 TO C-81, C-85, C-87 FOR ADDITIONAL CONCRETE BARRIER DETAILS N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga086.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I A B C D Conc Barrier rn see ''ROAD PLANS'' a � LEGEND z 1 - Indicates Vertical Grid Line a A - Indicates Horizontal Grid Line TyP o i r� SECTION A—A 3/4"=1 '-0" a %AADDENDUM 2 \ N ao �W o ~ 0 a � 1-10 MEDIAN BA IER ARCHITECTURUAL DE ILo SCALE AS SHOWN C - a o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 MOTIF Y 8,- a c o Top of Conc a Barrier Cn Q0 0 2 3 4 5 6 7 1� I I I I I I I -fi--1---------I---r -fi-- A I I I I I -+--4---+--+--+--1- I I I I -+-- B I I II - - - - - - - - - - - - - I I I I - - - G I I I I I I - L - - - - L - - 1 - - J - - L - I - L - - D Insertion 6A, Point 3 1 '-6", TYP Grid Spacing TYPICAL MOTIF Y ELEVATION /z"=1 '-0 F � NOTE= SEE C-80 TO C-81, C-85, C-87 FOR ADDITIONAL CONCRETE BARRIER DETAILS N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ga086.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I A B C D Conc Barrier rn see ''ROAD PLANS'' a � LEGEND z 1 - Indicates Vertical Grid Line a A - Indicates Horizontal Grid Line TyP o i r� SECTION A—A 3/4"=1 '-0" a %AADDENDUM 2 \ N ao �W o ~ 0 a � 1-10 MEDIAN BA IER ARCHITECTURUAL DE ILo SCALE AS SHOWN C - a o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 x ,�- 4'-0" Typ Motif X Motif Z TYPICAL ELEVATION 3/8"=1 '-0" MOTIF Z Dist COUNTY ROUTE TOTAL PROJECTJ No. SHEETS Motif Y 8'-0" 08 SBd 10 14,8/15,5 126 566 4'-0'' 03-24-11 Cone Barrier PocEss,a See ''ROAD PLANS" Typ REGISTERED CIVIL ENGINEER DATE o JEFFREY 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. 0R AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T1,1I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 a o, X T 48'-0" L O 0 r U a °o X o ��1 (A � -o Top of Conc Top of Cone ' p Barrier ~ o CD ww Barrier 2 3 4 5 6 7 I t-- I t - I I I - -Y - - -i - - -I - I I - - A +- I I I I + I I I B I - I � - - I I I I I 4 - - � - - � - - - - I I I I I - - - - - � - C I I L ---L I I I I -1 J ---1---1---L- I I D ) -0 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 20 29 30 31 32 33 I I I I I I I I I I I I I I I I I I I I -I---r--r--t--t--rt---I---I---I---1---1---t--t---f---I---I---I---r--r--t--t--rt---I---I---I---r--r--t--t---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 Insertion I I I I I I I I I I I I I I I I I I I Point 2 ----�-- 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 -1- I I I I I - - L - - L - - L - - 1 - - L - I I I I - -1 - - -1- - -I- - - L - I I I I - L - - L - - 1 - - L - I I - -1 - - -I- I I I - -I- - - L - - L - - I I L - - 1 - I - -J - I I I I I - -I - - -1- - -I- - - L -- - L - I - L - I - -L - I I I I - -J - - -I - - -I- - -I- 6''? Typ j ( n „ rid Spacing TYPIC_ AL MOTIF Z ELEVATION �^J� I/2"=1 '-011 a C -MOTIF X T L O 0 r U a C/) X o ��1 (A � -o Top of Conc Barrier O CD ww 1 2 3 4 5 6 7 I t-- I t - I I I - -Y - - -i - - -I - I I - - A +- I I I I + I I I B I - I � - - I I I I I 4 - - � - - � - - - - I I I I I - - - - - � - C I I L ---L I I I I -1 J ---1---1---L- I I D Insertion 6A, Point 1 1'-6", Typ Grid Spacing TYPICAL MOTIF X ELEVATION 1/2"=1 '-0" MOTIF Y 8'-0" a c Top of Conc ~ ° 1 a Barrier In 7D 1 2 3 4 5 6 7 f L CD --T -1-1---I---I---r -fi-- A I I I I I I -+--4---+--4--+--+ -+-- B I I I I I II - - - - - - - - - - - - - - - - C I I I I I I - L - - - - L - - 1 - - J - - L - - L - - D Insertion 6A, Point 3 1 '-6", Typ Grid Spacing TYPICAL MOTIF Y ELEVATION /2"=1 '-0" a NOTE= SEE C-80 TO C-81, C-85, C-87 FOR ADDITIONAL CONCRETE BARRIER DETAILS N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE =2 846810ga086.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 Cone Bari see "ROA[ SECTION A—A A B C D 1 - Indicates Vertical Grid Line a A - Indicates Horizontal Grid Line T 3/4'1=1 '-0" a ool �N o.. � I 1-10 MEDIAN BARRIER X01 ARCHITECTURUAL DETAIL poi SCALE AS SHOWN C-86 s o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 a T L O r U X o J U 0 O ww TYPICAL MOTIF X ELEVATION 1/2"=1 '-0" MOTIF Y 8'-0" a c Top of Conc ~ ° 1 a Barrier In 7D 1 2 3 4 5 6 7 f L CD --T -1-1---I---I---r -fi-- A I I I I I I -+--4---+--4--+--+ -+-- B I I I I I II - - - - - - - - - - - - - - - - C I I I I I I - L - - - - L - - 1 - - J - - L - - L - - D Insertion 6A, Point 3 1 '-6", Typ Grid Spacing TYPICAL MOTIF Y ELEVATION /2"=1 '-0" a NOTE= SEE C-80 TO C-81, C-85, C-87 FOR ADDITIONAL CONCRETE BARRIER DETAILS N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE =2 846810ga086.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 Cone Bari see "ROA[ SECTION A—A A B C D 1 - Indicates Vertical Grid Line a A - Indicates Horizontal Grid Line T 3/4'1=1 '-0" a ool �N o.. � I 1-10 MEDIAN BARRIER X01 ARCHITECTURUAL DETAIL poi SCALE AS SHOWN C-86 s o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 NOTE: SEE C-80 TO C-814 C-85 TO C-86 FOR ADDITIONAL CONCRETE BARRIER DETAILS (11 Conc Barr X EXISTING Med Pvmt (SEE X-1 ) } w (5! & Var CID (PI ) — > w w < EC: a c 0 L .A�_ EXTENDED P/ R/W EXPANSION L 0" @ CURB. FACE 24' MAX A R/W_ __ __ _ __ __ __ _ __ EC 45' V SIDEWALK (S) Ox SIDEWALK (10' SPACING ttOI s,(TYP.) a •_ DRIVEWAY PARKWAY RAMP w a RAMP CURB ANDTTER iof y{ _ A �{ �- 3' OR 4' 14RA-WAY RANP ?� pR1JEWP1 PRIES 12" VARIES -onc Barr TYPE 60C EXISTING Med Pvmt (SEE X-1) (5/ & Var) MEDIAN CONCRETE BARRIER TYPE 60C WITH SCUPPER OPENING "11 0'I STA 779+86 STA 782+86 STA 786+56 FOR DRIVEWAY DETAILS 9 9 SEE STD PLAN FOR DRIVEWAYS NOTE: SEE RSP A76A FOR DETAILS NOT 5I ,VVJ J EJ AT ECR EJ EJ DRIVEWAY 1" LIP AT CURB FACE R/W SEE DETAIL "B" A VARIES 4'MIN. 6" 3' FOR 6" CURB & 29 4' FOR 8" CURB � A ; C' P.C.C. DRIVEWAY RAMP 520-C-2500 SECTION A -A NOTES: 1. THERE SHALL BE AT LEAST 20' OF FULL HEIGHT CURB BETWEEN DRIVEWAYS SERVING THE SAME LOT. 2. DRIVEWAY APPROACHES SERVING ADJOINING LOTS SHALL BE SEPARATED BY AT LEAST ONE FOOT OF FULL HEIGHT CURB. 3. NO PORTION OF A DRIVEWAY SHALL EXTEND IN FRONT OF AN ADJOINING LOT. 4. CONTRACTOR SHALL USE 520-C-2500. CONCRETE FOR DRIVEWAYS. 5. 24' DRIVEWAY WIDTH IS FOR THREE CAR GARAGES, 12' AND 16' ARE FOR SINGLE AND TWO CAR GARAGES RESPECTIVELY. 6. CONTRACTOR SHALL PROVIDE HEAVY BROOM FINISH. 7. IMMEDIATELY AFTER FINISHING OPERATIONS ARE COMPLETE, CURING COMPOUND SHALL BE APPLIED. BORDER LAST REVISED 7/2/2010 0" @ CURB. FACE W EXPANSION DRIVEWAY JOINTS-1/4"(TYP.) A R/W_ __ __ _ __ __ __ _ __ EC 45' V SIDEWALK (S) Ox 8" CURB FACE (10' SPACING ttOI s,(TYP.) a •_ DRIVEWAY PARKWAY (P) RAMP w a 1/2 INCH EXPANSION JOINT (EJ) > DETAIL "B" P S 8 I i ,. 4' P.C.C. SIDEWALK CURB AND GUTTER WEAKENED PLANE EXPANSION JOINT 1 (60' SPACING TYP.) 8" P.C.C. DRIVEWAY A JOINTS EXPANSION JOINTS- 1 /4"(TYP.) CURB AND GUTTER SIDEWALK PARKWAY LEGEND: R=4"(TYP) 0% �� (W)=WIDTH OF DRIVEWAY �/ R/W _ (P)=PARKWAY AREA C1 RADIUS="P"+CURB (S)=SIDEWALK 9g1 -vl� 1" LIP AT CURB FACE R/W SEE DETAIL "B" A VARIES 4'MIN. 6" 3' FOR 6" CURB & 29 4' FOR 8" CURB � A ; C' P.C.C. DRIVEWAY RAMP 520-C-2500 SECTION A -A NOTES: 1. THERE SHALL BE AT LEAST 20' OF FULL HEIGHT CURB BETWEEN DRIVEWAYS SERVING THE SAME LOT. 2. DRIVEWAY APPROACHES SERVING ADJOINING LOTS SHALL BE SEPARATED BY AT LEAST ONE FOOT OF FULL HEIGHT CURB. 3. NO PORTION OF A DRIVEWAY SHALL EXTEND IN FRONT OF AN ADJOINING LOT. 4. CONTRACTOR SHALL USE 520-C-2500. CONCRETE FOR DRIVEWAYS. 5. 24' DRIVEWAY WIDTH IS FOR THREE CAR GARAGES, 12' AND 16' ARE FOR SINGLE AND TWO CAR GARAGES RESPECTIVELY. 6. CONTRACTOR SHALL PROVIDE HEAVY BROOM FINISH. 7. IMMEDIATELY AFTER FINISHING OPERATIONS ARE COMPLETE, CURING COMPOUND SHALL BE APPLIED. BORDER LAST REVISED 7/2/2010 45' 4pKs 1" LIP DETAIL "B" 12 FF. DRIVEWAY APPROACH DIMENSIONS LAND USE & DRIVEWAY TYPE A SINGLE-FAMILY DWELLING OR DUPLEX 4 TO 24 FT. MAX. DETACHED GARAGE LOCATED IN REAR VARIES 4'MIN. 6" YARD FOR SINGLE FAMILY DWELLING (10' SPACING ttOI TWO-WAY TRUCK ACCESS FOR COMMERCIAL SITES TWO-WAY TRUCK ACCESS FOR INDUSTRIAL SITES 45' 4pKs 1" LIP DETAIL "B" 12 FF. 1" LIP AT CURB FACE R/W 35 Ff. EJ SEE DETAIL "B" OL RADIUS 1/4 INCH WEAKEN ED PLANE JOINT VARIES 4'MIN. 6" 40 R, (10' SPACING ttOI 2% 6" SIDEWALK 8" P.C.C. DRIVEWAY RAMP 560-C-3250 SECTION A -A NOTES: 1. DRIVEWAY WIDTH SHALL PROVIDE FOR ADEQUATE TRUCK TURNING MOVEMENT. 2, NO PORTION OF A DRIVEWAY SHALL EXTEND IN FRONT OF AN ADJOINING LOT. 3. PROVIDE BROOM FINISH ON RAMP AND SIDEWALK. 4. IMMEDIATELY AFTER FINISHING OPERATIONS ARE COMPLETE, CURING COMPOUND .SHALL BE APPLIED. RESIDENTIAL/COMMERCIAL/INDUSTRIAL DRIVEWAYS WITH PARKWAY SIDEWALKS CITY OF FONTANA STD PLAN NO USERNAME ->TY LIN-Riv DEN FILE =2 84681Oga08 EJ AT BCR m EJ EJ R/W AT ALL DRIVEWAY LOCATIONS yX � FOR DETAILS WITHIN CURB RETURN AREA ?� SEE STD PLAN FOR CURB RETURN ACCESS RAMP EJ \� OL RADIUS 1/4 INCH WEAKEN ED PLANE JOINT t (10' SPACING ttOI WEAKENED PLANE OR CONTROL JOINT (WPJ) TOOL RADIUS 1/4 INCH 1/2 INCH EXPANSION JOINT (EJ) (R/W) i� P S 8 I i ,. 4' P.C.C. SIDEWALK 520-C-2500 EXPANSION JOINT 1 (60' SPACING TYP.) SECTION "A -A" FOR PARKWAY (P) AND SIDEWALK (S) DIMENSIONS SEE TYPICAL STREET SECTIONS STANDARD DESIGN PLANS 400 AND 401 I R/W CITY OF FONTANA STANDARD PLANS RELATIVE BORDER SCALE IS IN INCHES list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 127 566 r,C.P_ 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPDFEss �otig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. Xy OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR '09PZf7EA1E55 OF SCANNED aD�l of GAL COPIES OF THI5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 SIDEWALK CONSTRUCTION NOTES 1. ALL SIDEWALKS SHALL BE CONSTRUCTED AS SPECIFIED IN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), UNLESS OTHERWISE NOTED. 2. ALL SUBGRADE SHALL BE CONSTRUCTED TO GRADE AND CROSS SECTION PER CITY STANDARD PLANS FOR APPLICABLE STREET SECTION. TOLERANCES FOR SIDEALKS AND CURBS AND GUTTERS SHALL BE PER THE GREEN BOOK. 3. SUBGRADE SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF 12 INCHES. 909 COMPACTION IS REQUIRED BEHIND THE CURB AND IN PARKWAY AREA. AFTER COMPACTION, THE SUBGRADE SHALL BE FREE OF UNSUITABLE MATERIALS. 4. ALL CONCRETE SHALL BE 520-C-2500 UNLESS OTHERWISE SPECIFIED. 5. CONCRETE SHALL BE OF THE SPECIFIED SLUMP AND WITHIN THE REQUIRED WATER/CEMENT RATIO. 6, THE CONTRACTOR SHALL VIBRATE ALL CONCRETE ADEQUATELY TO INSURE CONSOLIDATION FREE OF VOIDS. 7. ALL SIDEWALKS, CURBS AND CURB AND GUTTERS SHALL HAVE WEAKENED PLANE JOINTS SPACED AT 10 FOOT MAXIMUM INTERVALS. EXPANSION JOINTS SHALL BE PLACED AT 60 FOOT INTERVALS UTILIZING 1/2 INCH EXPANSION JOINT MATERIAL. 8. A NORMAL EXPANSION JOINT MAY BE OMITTED IF IT FALLS WITHIN 10 FEET OF AN ADDITIONAL EXPANSION JOINT. 9. WEAKENEDPLANE JOINTS SHALL BE 1/4 OF THE DEPTH OF THE CONCRETE BUT NOT LESS THAN 1 INCH. CURBS AND GUTTERS SHALL HAVE WEAKENED PLANE JOINTS OF 2 INCH MINIMUM DEPTH. 10. TRANSIT MIXED CONCRETE DELIVERY TICKETS SHALL BE PROVIDED TO THE INSPECTOR PRIOR TO PLACING CONCRETE TO INSURE THAT THE CONCRETE MEETS SPECIFICATIONS. 11. ALL SURFACES SHALL BE TRUE AND STRAIGHT AND OF UNIFORM WIDTH, FREE OF HUMPS, SAGS, IRREGULARITIES AND IMPERFECTIONS. UNIFORM SURFACES SHALL NOT VARY MORE THAN 0.01 FOOT WHEN MEASURED WITH A 10 FOOT STRAIGHT EDGE. 12, ALL SURFACES SHALL RECEIVE A BROOM FINISH. 13. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE SPRAYED WITH CURING COMPOUND. 14, CONCRETE REPAIRS SHALL BE MADE BY SAW CUTTING AND REMOVING THE ENTIRE UNIT BETWEEN WEAKENED PLANE JOINTS. 15. SIDEWALKS WITHIN DRIVEWAYS SHALL BE CONSTRUCTED PER CITY STANDARD PLANS FOR DRIVEWAYS. SIDEWALKS CITY OF FONTANA STD PLAN NO 1006 UNIT 2232 CONSTRUCTION DETAILS PROJECT NUMBER & PHASE NO SCALE C-87 0800000745 m x �Q NOTES: 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 INSIDE R/W EASEMENT BOUNDARIES. 3. IN SOME CASES, SILT FENCES MAY BE REQUIRED TO DELINEATE THE WORK AREA, PROTECTING FEATURES TO REMAIN, TREES FOR EXAMPLE. 4. DRAIN INLET PROTECTION SHALL NOT BE PLACED ON THE FREEWAY SHOULDER OR OTHER PUBLICALLY TRAVELED SURFACES WITHIN CALTRANS R/W, UNLESS SEPARATED FROM LIVE TRAFFIC BY CONSTRUCTION BARRIER (TYPE K). 5. PLACEMENT OF TEMPORARY CONSTRUCTION ENTRANCES AND h CONCRETE WASHOUT AREAS ARE APPROXIMATE, I ORIENTATION WILL DEPEND ON FIELD CONDITIONS. / 6. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, —\ SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 7. WHERE REQUIRED, TEMPORARY HYDRAULIC MULCH SHOULD BE a APPLIED FOR SOIL STABILIZATION PER SSP 10-1 AND THE SWPPP. \ \` (E) Chnl LEGEND: ABBREVIATIONS: TCE TEMPORARY CONSTRUCTION EASEMENT TFR TEMPORARY FIBER ROLL (TYPE 1 PER CTRSP T56) PME PERMANENT MAINTENANCE EASEMENT PUE PERMANENT UTLITY EASEMENT TSF TEMPORARY SILT FENCE (PER CTSP T51) UPRR UNION PACIFIC RAILROAD CTSP CALTRANS STANDARD PLAN ❑ CTNSP CALTRANS NEW STANDARD PLAN TEMPORARY CONSTRUCTION ENTRANCE (PER CTSP T58) CTRSP CALTRANS REVISED STANDARD PLAN ❑ TEMPORARY DRAINAGE INLET PROTECTION (PER CTNSP T61,T62,T63,T64) dDc0b TEMPORARY CHECK DAM (TYPE 2 PER CTSP T57) ❑ TEMPORARY CONCRETE WASHOUT FACILITY (PER CTSP T59) (E) �X— X X ' rrrr rrrr rrrrrrrr rrrrrr x _ — — SBD - 10 CONC — — ❑ SBD - 10 — — N1$ "110"780 ASPB 8 9 780 7 4 7PFI- 1 2 — — — - - — —EB I 0 — — S❑- 10 — CONS — — — — — — SBD - 10 — — BORDER LAST REVISED 7/2/2010 `(E) UPRR ------------ THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. USERNAME=>$USER RELATIVE BORDER SCALE Q1 2 3 UNIT 2232 DGN FILE _> $REGUEST IS IN INCHES i I i I i 1 U LLI w O O Ln N 00 Q O LTJ Z J S U F- a X Dist COUNTY I ROUTE ITOTAL PROJECT ' No. SHEET L� 14.8/15.5 128 566 - d REGISTERED CIVIL ENGINEER o oe RICHARD S. BOTTCHER 6/28/11 z 47080 s PLANS APPROVAL DATE No. Exp ,12/31/11 THE STATE OF CAL OR !TS OFFICERS CIVIL N07 5Z- OR AGENTS SHANOT LL BE RESPONS/BLE FOR sT THE ACCURACY OR COMPLETENE55 OF SCANNED qTf of CAL tF��`�lP COP/E5 OF TW5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 a Uj 0 i Q Z C= J x Q U O BORDER LAST REVISED 7/2/2010 `(E) UPRR ------------ THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. USERNAME=>$USER RELATIVE BORDER SCALE Q1 2 3 UNIT 2232 DGN FILE _> $REGUEST IS IN INCHES i I i I i 1 U LLI w O O Ln N 00 Q O LTJ Z J S U F- a X Dist COUNTY I ROUTE ITOTAL PROJECT ' No. SHEET O8 SBd 14.8/15.5 128 566 210 03/28/11 d REGISTERED CIVIL ENGINEER ROFESsro /" DATE oe RICHARD S. BOTTCHER 6/28/11 z 47080 s PLANS APPROVAL DATE No. Exp ,12/31/11 THE STATE OF CAL OR !TS OFFICERS CIVIL N07 5Z- OR AGENTS SHANOT LL BE RESPONS/BLE FOR sT THE ACCURACY OR COMPLETENE55 OF SCANNED qTf of CAL tF��`�lP COP/E5 OF TW5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 a p � p p � W so TEMPORARY WATER POLLUTION ag CONTROL PLAN O SCALE: 1"=50" - WPC -1 so J O PROJECT NUMBER & PHASE 0800000745 NOTE: x FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 01 w 0 z w d 0 L Distl COUNTY I ROUTETOTAL PROJECT ' No. SHEET 08�S/Bd// 10 14.8/15.5 129 566 //l /n^xM.cY �J u -Cil/ �3�Z8�11 �oFEss/o REGISTERED CIVIL ENGINEER DATE oe Nq RICHARD Fc 6/28/11 S. BOTTCHER PLANS APPROVAL DATE No. 47080 s THE 5TATE OF CALTPORNLA OR LT5 OPTiCERs0/? ACENTS SIIa Exp 12/31/11 FOR THE ACCURACYAZL OR COMPZETENE55 OF 5CANNEO N07 z Z- FORSTgTf o 1 AL1 oP`'tP COPTE5 OF THT5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 BORDER LAST REVISED 7/2/2010 c3 TEMPORARY WATER POLLUTION CONTROL PLAN SCALE 1"=50" THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. WPC -2 USERNAME =>$USER RELATIVE BORDER SCALE 02 s DGN FILE => $REGUEST IS IN INCHES II UNIT 2232 PROJECT NUMBER & PHASE 0800000745 1.1 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, ',FF RTGHT OF WAY RFCnRn MAPS AT DTSTRTCT OFFICF_ nn CFF WPC -h i.tj COUNTY I ROUTE ITOTAL PROJECT No. SHEET 08 SBd10 14.8/15.5 130 566 -QJ 03/28/11 ,g REGISTERED CIVIL ENGINEER ROFess o DATE Nq oe RICHARD Fc S. BOTTCHER z 6/28/11 No. 47080 s PLANS APPROVAL DATE Exp 12/31 /11 HE STATE OF CALIFORNIA OR IT5 OFFICERS WAGENTS SHAL L NOT BE RESPONS/BLE HE ACCURACY OR COMPLETENESS OF 'ORIF -5 OF THT5 PLAN SHEET. FOR sT C I V I L SCANNED qTf of CALtF��`�lP IANBAG 170 WEST 3RD STREET PARSONS 3200 EAST GUASTI ROAD 'AN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 01 x Li O Z W H Q d Uj Q BORDER LAST REVISED 7/2/2010 MATCH LINE, "Cl" STA 47+50.00, SEE WPC -5 THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. USERNAME=>$USER RELATIVE BORDER SCALE 01 2 3 DGN FILE => $REGUEST IS IN INCHES I I I I I I CONTROL PLAN SCALE: 1"=50' UNIT 2232 PROJECT NUMBER & PHASE )N WPC -3 0800000745 1.1 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 4� x > O O N n N CONC v1- IFx— Px x In v� w _x f Q LI > w x X /W -ONC o ASPHTCE u a--q�-�-�- = WASH I NGTO R ASPH' ^ 'HTN-GTQN Dr :2m = T� fl 7 8 50 v - �- �TCE I (E) R. W.� _. BORDER LAST REVISED 7/2/2010 Dist COUNTY I ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SjBd� 10 14.8/15.5 131 566 03/28/11 4 �oFess o REGISTERED CIVIL ENGINEER DATE /" RICHARD Fc S. BOTTCHER m 6/28/11 47080 m PLANS APPROVAL DATE NO• s J Exp 1 THE STATE OF CALIFORNIACIVIL IA OR ITS OFFICERS a 1 OR ACEN75 SHALL NOT 5Z - TRE E RESPONS/BLE FOR sT VVIL THE ACCURACY OR COMPLETENESS OF SCANNED gTE.oa CALtF�R�lP r COP/F5 OF TW5 PLAN SHEET. L SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 I '� Irl L� co F C) X 4SPH 2 ASiH X _ — —----------- _ SBD _10 _ 7 — CONC W13 1-m — — i — — 1 5 ASPH ^ 1 8- 6 — coNc _ cove EB I -1a- 0 SBD - 1 ASPH ASPH - ES ` � CONC a� o o LLI z x 'TTw KD x P I L x CONCH o0 ��00 J J TEMPORARY WATER POLLUTION ag CONTROL PLAN SCALE: 1 "=50' w o THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. WPC -4 a o J o USERNAME$USER RELATIVE BORDER SCALE 0 2 s DGN FILE =) $REGUEST IS IN INCHES II UNIT 2232 PROJECT NUMBER &PHASE 0800000745 Qc • ON r z- t.6 �.fi •r �A A • �s• •s� 'lii� -�� - cal e�i� � i � •ice i Nii.� •EB , • yew : • • 97 Q. BORDER LAST REVISED 7/2/2010 Dist COUNTY I ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SjBd� 10 14.8/15.5 131 566 03/28/11 4 �oFess o REGISTERED CIVIL ENGINEER DATE /" RICHARD Fc S. BOTTCHER m 6/28/11 47080 m PLANS APPROVAL DATE NO• s J Exp 1 THE STATE OF CALIFORNIACIVIL IA OR ITS OFFICERS a 1 OR ACEN75 SHALL NOT 5Z - TRE E RESPONS/BLE FOR sT VVIL THE ACCURACY OR COMPLETENESS OF SCANNED gTE.oa CALtF�R�lP r COP/F5 OF TW5 PLAN SHEET. L SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 I '� Irl L� co F C) X 4SPH 2 ASiH X _ — —----------- _ SBD _10 _ 7 — CONC W13 1-m — — i — — 1 5 ASPH ^ 1 8- 6 — coNc _ cove EB I -1a- 0 SBD - 1 ASPH ASPH - ES ` � CONC a� o o LLI z x 'TTw KD x P I L x CONCH o0 ��00 J J TEMPORARY WATER POLLUTION ag CONTROL PLAN SCALE: 1 "=50' w o THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. WPC -4 a o J o USERNAME$USER RELATIVE BORDER SCALE 0 2 s DGN FILE =) $REGUEST IS IN INCHES II UNIT 2232 PROJECT NUMBER &PHASE 0800000745 ist COUNTY I ROUTE 08 1 SBd 1 10 )TAL PROJECT I No. ISHEET 14.8/15.5 1 132 1 566 ROAD m M U tZ L.I_I Ld Ln O O O Ln Q Q (n U LL Z J S U Q O Z W H Q d Uj Q N SCALE: 1"=50" BORDER LAST REVISED 7/2/2010 THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. USERNAME=>$USER RELATIVE BORDER SCALE Q2 3 UNIT 2232 DGN FILE => $REGUEST IS IN INCHES I I PROJECT NUMBER & PHASE WPC -5 0800000745 1.1 NOTE: x FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. x a x � a n J J w x g w x v r m V; n 0� a M U W Ld O } N om w e a� O W �z �V Y O J V LL. UP Q wZ vo c N t d l9 x o if 0 i > a Q � H Z 11 (L' a a z w O U = u U > LL Q Z � Z w Q _ H 0 Z H L J N O U x IQ BORDER LAST REVISED 7/2/2010 THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. USERNAME=>$USER RELATIVE BORDER SCALE 0 2 3 DGN FILE => $REGUEST IS IN INCHES I I ist COUNTY I ROUTE ITOTAL PROJECT No. SHEET 08 1 SBd 1 10 1 14.8/15.5 1133 1 566 J 03/28/11 ROFESSro REGISTERED CIVIL ENGINEER DATE oe Nab F RICHARD Fc 6/28/11 5. BOTTCHER 47080 m PLANS APPROVAL DATE NEx 12/31/11 s THE STATE OF CALIFORNL4 OR lT5 OFTlCER5 u Exp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO qTf of CAL'dd"'lP COP/E5 OF TW5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 TEMPORARY WATER POLLUTION CONTROL PLAN SCALE: 1"=50" WPC -6 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 1.1 Li O Z W H Q d Uj i Q Z (L' J x Q U 0 LLj BORDER LAST REVISED 7/2/2010 THIS PLAN ACCURATE FOR TEMPORARY WATER POLLUTION CONTROL WORK ONLY. USERNAME=>$USER RELATIVE BORDER SCALE 0 2 3 DGN FILE => $REGUEST IS IN INCHES I I ist COUNTY I ROUTE ITOTAL PROJECT No. SHEET 08 1 SBd 1 10 1 14.8/15.5 1133 1 566 J 03/28/11 ROFESSro REGISTERED CIVIL ENGINEER DATE oe Nab F RICHARD Fc 6/28/11 5. BOTTCHER 47080 m PLANS APPROVAL DATE NEx 12/31/11 s THE STATE OF CALIFORNL4 OR lT5 OFTlCER5 u Exp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO qTf of CAL'dd"'lP COP/E5 OF TW5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 TEMPORARY WATER POLLUTION CONTROL PLAN SCALE: 1"=50" WPC -6 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 1.1 x x BORDER LAST REVISED 7/2/2010 USERNAME=>untitled DGN FILE => 846810gd001 (2) TEMPORARY WATER POLLUTION CONTROL QUANTITIES z Z 0 O xcra J W U cr 0 U W CD Q 0 W W <Z LLJ z Z-0 a W H N U U~ D0 J Z Q� W 0 -- 0 C'- U = 0— z U Q W U w I-- Q >- W a Ir W Lr tY d Q Q Ir tr QU IY Z W 0 Q IY QF cl� a OQ 01-- O Z IL W W 0r W W W W 2 O => �-- => J :5 In W W x J a W WQ U �W �--E �-3: SHEET No. LF LF EA 0 LF EA WPC -1 w 1 3 1 WPC -2 1,322 2,876 3 N 640 3 BORDER LAST REVISED 7/2/2010 USERNAME=>untitled DGN FILE => 846810gd001 (2) TEMPORARY WATER POLLUTION CONTROL QUANTITIES Z O J W U 0 O Z CC W U W CD Q 0 W W <Z LLJ Z-0 �} W H N U U~ D0 J Z Q� W ZJ -- 0 C'- U = 0— (n U Q W U U U I-- Q >- W tY Q� Ir W Lr tY Ir Q Q Ir tr QU IY Z QW C-- Q IY QF cl� O O OQ 01-- O 00 IL W W 0r W W W W 2 => ,i-: => �-- => J :5 In W W WIZ WIZ W WQ �W �--E �-3: SHEET No. LF LF EA EA LF EA WPC -1 561 699 1 3 1 WPC -2 1,322 2,876 3 35 640 3 WPC -3 12,343 6,764 3 1 38 1,260 3 WPC -4 3,354 4,246 4 16 1,040 4 WPC -5 4,732 4,185 2 9 630 1 WPC -6 283 1,032 2 7 10 2 *RAINY SEASON CONTINGENCY 5,649 4,950 ** ADDITIONAL QUANTITY DUE TO STAGING 5,649 4,950 4 27 895 4 TOTAL 33,893 29,7021 19 135 4,475 18 *RAINY SEASON CONTINGENCY ACCOUNTS FOR AN ADDITIONAL 25% REPAIR AND REPLACEMENT **25% ADDITION DUE TO STAGING RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 ist COUNTY I ROUTE TOTAL PROJECT No. SHEET 08 1 SBd 1 10 1 14.8/15.5 1 134 1 566 03/28/11 RppESSlo REGISTERED CIVIL ENGINEER DATE doe Nq RICHARD S. BOTTCHER 6/28/11 47080 PLANS APPROVAL DATE W. �, >fA THE STATE OF CAL JFORNIA OR ITS OFFICERS Exp.12/31 /11 OR AGENTS SHALL NOT BE RESPONSJBLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED 4Tf aF CAL,""'%R COPIES OF THIS PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 TEMPORARY WATER POLLUTION CONTROL QUANTITIES PROJECT NUMBER & PHASE WPCQ-1 0800000745 NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. x x ,�- BORDER LAST REVISED 7/2/2010 THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810ha00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 135 566 T—` -P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEss�°N� e JEFFREY y 06-28-11 KIM PLANS APPROVAL DATE No. 6631 06 A 711E STA7E OF CALIFORNIA OR ITS OFFICERS ti Exp.- OR xp. OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL IFOP�x. COPIES OF T1,115 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CONTOUR GRADING SCALE 1"=50' G-1Qo �o PROJECT NUMBER & PHASE 0800000745 1 _ y ...... ..... - _ ... _ ...., Q (E) Chnl ,. ------------- Ld w - - WB I _ 10 . ! ori �`I 101, - - - N . -- 8 780 - 7 771 4 775 6 --. -- -- a BB. I-10 _. - - N :.- - -- - ---- L17 '-- - -- -_.... - - - - ---------------------- - _ Q --- _ --- - .__ -- ._.. _ -._ - - 1\ THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810ha00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 135 566 T—` -P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEss�°N� e JEFFREY y 06-28-11 KIM PLANS APPROVAL DATE No. 6631 06 A 711E STA7E OF CALIFORNIA OR ITS OFFICERS ti Exp.- OR xp. OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL IFOP�x. COPIES OF T1,115 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CONTOUR GRADING SCALE 1"=50' G-1Qo �o PROJECT NUMBER & PHASE 0800000745 x x .A�— NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE, list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 136 566 T—` -Pw --03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEss�°N, e JEFFREY y 06-28-11 KIM PLANS APPROVAL DATE No. 063106 A 7HE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CALIFOP��. COPIES OF T1,115 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 BORDER LAST REVISED 7/2/2010 THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810ha00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 CONTOUR GRADING SCALE 1"=50' G-2 PROJECT NUMBER & PHASE 0800000745 O 0 : i CONCRETE VC o-tT H :.' -..._ SEE Chnl {:E) Ease (E) R/W m co 3 rn 1085 O 1 95 LLI W - (E) Chnl -- - D g 10g0- - - . _ _- 8 Ln. O-... _.. _. a : 01 Im.-"787+35,06 - till On ._ O10 N WB I-10, ="I10 7$7+35.06 co - 11-0-- - �8 0 1. - 7�0 - rn - - - 7 -- -.._ N - `. EB I-=10. - -- -- - - z - - _ --- -- ,---------- .. '-- . �F-ilCl (E-} UP -RR R/YV _ , : BORDER LAST REVISED 7/2/2010 THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810ha00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 CONTOUR GRADING SCALE 1"=50' G-2 PROJECT NUMBER & PHASE 0800000745 O 0 �o Lu a ~ 4 THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ha003.dgn RELATIVE BORDER SCALE 2 3 IS IN INCHES I I UNIT 2232 s 0 SCALE 1"=50' G-3 o 0 PROJECT NUMBER & PHASE 0800000745 Q - N p _ qR/W- a - _ _ _ MATCH LINE, STA 47+50,00, SEE G-5 CONTOUR GRA DING =� �o Lu a ~ 4 THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ha003.dgn RELATIVE BORDER SCALE 2 3 IS IN INCHES I I UNIT 2232 s 0 SCALE 1"=50' G-3 o 0 PROJECT NUMBER & PHASE 0800000745 x X NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE, list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 138 566 ------------- 1 , ,:..),:: N r L U J x o Q o U 0 / W �o W a THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 84681 Oha 004. dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 CONTOUR GRADING SCALE 1"=50' G-4 PROJECT NUMBER & PHASE 0800000745 o ro o - _ REGISTERED CIVIL ENGINEER DATE oe 11 - JEFFREY ti IM AD - 06-28-11 63 m No. CK 6 A P P T �/ -,, •'' `' '� ;' • •' - - ._". - - - :'., :- - - - •' 7HE STA 7FOFAPPROVAL IFORNID,4A OR ITS OFFICERS OR AGENTS SHALL NOT BE RE NSIBLE FOR COPIESCOFATHI5 PLAN SHEET,ESS OF SCANNED t, ExpCIVIL ] V I L sra Axa � 0F CALIV Qq SAN AG TY LIN INTERNATIONAL O 3Q', 1170 W 3RD STREET SAN BERNARDINC, CA 92410 3550 VINETSTREET RIVERSIDE, STE 12 CA 92507 9/�� X O --- = : , ��. R /VV-, - - - 'CITY, �� �U R/W 0 4.. 9 WASHINGTON Dr 8 - - Lld SEE D-Sh#s-' 0� F s W 4 vwi EARTH DITCH 7 - - SEE:,;DRAINAGE PLANS I10 -. mp 5ff _.-. o IIIJ.Q"'Im " V�� L-1'0 _. - .81�+24 I1"0 - 87 7t18P94- ._ ._. n ``'n I1D , c\j__._. 820 r 2 --- -- co 1-095.._. 10 1..- --..._.. D - _. - „ -- -' -- LIP. lip - -" _ __- /-. r" 1 At UPR . " W ° � - Z ------------- 1 , ,:..),:: N r L U J x o Q o U 0 / W �o W a THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 84681 Oha 004. dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 CONTOUR GRADING SCALE 1"=50' G-4 PROJECT NUMBER & PHASE 0800000745 o ro o x x NOTE. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE, Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd� 10// 14,8/15,5 139 566 Q� 03-24-11 U ��-Iavw QaoFEss,aro REGISTERED CIVIL ENGINEER DATE o a� e JEFFREY y - KIM 06-28-11 C63106 0 W o � i r L U J X o C-) 0 �o Lu o 1 a BORDER LAST REVISED 7/2/201 THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810ha00 GRADING DETAIL SCALE 1"=20' RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i UNIT 2232 CONTOUR GRADING SCALE 1"=50' G -rj PROJECT NUMBER & PHASE 0800000745 _.__ _ .- - ."--_", PLANS APPROVAL DATE A r- - _ -_--_ xp 7Y,'5TA7E OF CALIFORNIA OR /75 OFFICERS E CIVIL 0 SPONS/BLE FOR 11 ACENLSR CHALR NOT BE RN a� . - _... i - _ SOF SCANNED iFOP��p T E ACCU A Y 0 COMPCE E ES OF of cnL SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C t..' SAN BERNARDINO CA 92410 RIVERSIDE CA 92507 i t • - - _ c Q r: 00. '._ .. PLACE ADL 50IL.(TYPE"Y1) EMBANKME:• NT PER SPECIAL PROVISION ON (E) UPR R/W ' i Fro 0 W o � i r L U J X o C-) 0 �o Lu o 1 a BORDER LAST REVISED 7/2/201 THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810ha00 GRADING DETAIL SCALE 1"=20' RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i UNIT 2232 CONTOUR GRADING SCALE 1"=50' G -rj PROJECT NUMBER & PHASE 0800000745 NOTE: FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE, x x JL BORDER LAST REVISED 7/2/2010 >R:/W (C CITY R/W _6.13 4 THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810ha00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 140 566 T—` -P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEss�°N� e JEFFREY y 06-28-11 KIM PLANS APPROVAL DATE No. 663106 A 711E STA7E OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CALIFOP��. COPIES OF 711115 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CONTOUR GRADING PROJECT NUMBER & PHASE SCALE 1''=50' G- 6 0800000745 0 ro o x x NOTES: 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE. 2. FOR I-10 CHANNEL INFORMATION SEE DETAIL SHEETS DD -1 TO DD -15. 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. ALL EXISTING STORM DRAIN PIPE WITHIN THE CALTRANS RIGHT OF WAY TO REMAIN IN SERVICE SHALL BE INSPECTED PER THE SPECIFICATIONS. BORDER LAST REVISED 7/2/2010 w Q LEGEND MANHOLE PER DETAIL ROCK SLOPE PROTECTION (RSP) PER DETIAL INLET --ff=r'- CATCH BASIN PER DETAIL GRATED LINE DRAIN (GLD) HEADWALL CONCRETE APRON PER DETAIL ® CONCRETE COLLAR REMOVE OR ABANDON CONNECT _ —/-/0 CHANNEL �DI y to chnl USERNAME ->TY LIN-Riv DGN FILE => 846810ia00 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i UNIT 2232 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14.8/15.5 141 566 C--D� 03/24/11 REGISTERED CIVIL ENGINEER DATE oevOEEs��OHa� � STEVEN �y B. FRIESON 06/28/11No 042110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR 175 OFFICERS ti Exp. ky OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCUFACY OR COMPLETENESS OF SCANNED '9jF OF CAL COPIES OF T1115 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B2 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 CONNECT to chnl 24" RCP 2 3 O � i � W �� � W DRAINAGE PLAN I o SCALE 1"=50'X01 D-1 w 0 i o PROJECT NUMBER & PHASE 0800000745 x NOTES: 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE. BORDER LAST REVISED 7/2/2010 C Exist. TRAPEZOIDAL Conc Chnl b 24"AP 24 AP d 24 AP I-nc DI 3 785 3- seD - 1LDI e WB 1-10 0 or1G _ I Abn 24" CMP r_ q 785 DI — EB 1-10 a GONG _ Exist. DI SBD Exist. 24" CMP n — — ASpH -- Exist, hdwi W z J - u _ REMOVE a Q _ Exist. RSP RSP�b USERNAME=>$USER DGN FILE => $REOU O I v 1-10 z ALIGNMENT 0 w LINE/Sta/OFFSET BEARING /RADIUS 0 a W > m 539+74.10 "C13" 788+12.69, 45.86' Lt c� z x z w > w v, N74°01'42"E 60.42' PI 540+34.52 "C13" 788+72.71, 52.75' Lt o; w > m N80o48'09"E 435.18' PI a,j o W z u U� W Y U N88051'57"E v, aw UO w = U 545+00.00 X 0 CL W z 970.22' n 0 wLU a z it LLJ 0 w r m U z C � z w W > � w � z a 0 U 0 X O w z QQ 0 z w Q 0 Q z O Xw Q U w o w o a N yl® BORDER LAST REVISED 7/2/2010 C Exist. TRAPEZOIDAL Conc Chnl b 24"AP 24 AP d 24 AP I-nc DI 3 785 3- seD - 1LDI e WB 1-10 0 or1G _ I Abn 24" CMP r_ q 785 DI — EB 1-10 a GONG _ Exist. DI SBD Exist. 24" CMP n — — ASpH -- Exist, hdwi W z J - u _ REMOVE a Q _ Exist. RSP RSP�b USERNAME=>$USER DGN FILE => $REOU O I v O 290.0'x8'x8' TRIPLE RCB, 10' Max COVER DI c I apron d Lu xl \ 18"AP b > a I CONNECT a m 435.2'X24'XS' 30' TRANSITION Str c to chnl RECTANGULAR Q Conc Chnl b (E) R/W H CONNECT 5 O a to chnl — s Dist COUNTY I ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT I No. SHEETS 08 SBd 10 14.8/15.5 142 566 03/24111 ROFESs 10 REGISTERED CIVIL ENGINEER DATE oe Nq STEVEN F� 06/28/11 B. FRIESON z w N.. C42110 PLANS APPROVAL DATE " 03/31/12 A THE STATE OF CALIFORNIA OR ITS OFF/CERS 4 Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED 4rF of CAUF���x� COPIES OF THIS PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 V -ditch 9 b 18" 60' TRANSITION Str s�= -- J 4 WT D'� 1 8' AP � x -' / 3 t 1 8AP y D l D I g �' _�_� � " z - 2 u DI r --- 18"APs Dl DI ddd c DI 79 p 18 AP q DI 1 ` - -- -795 -1 eee opr 9 n 18"AP o DI 3 ' AP � v 1 8"AP_ I 24 ? 18" � 8 e Abn 24"RCP 18'AP i - REMOVE Exist. DI d h DI q f DI - — 24"AP h ccc 18"AP m DI 3 - -- - DI i 18"AP DI m REMOVE 24' RCP c O - cs 24"AP j DI i k DI "110 Imp 790 Exist. 24" RCP I P_ ± z D ad 24 A 24' AP y LJ REMOVE 8 / 9 _ - - 95 -- Exist. DI - 3 q 30"AP 4 bb DI o ------ ------ _ _ _ - - 1 2 b Conc. o - -- 9 790 18"AP g col Iar P D[ 5 h 18'AP 1 18"AP DI n 24"AP a r DI cc 24 'AP �un DI 8"AP d 7u g DI apronDI e e DI i I m �J 18 AP Exist. 24" CMP - -1 "C 14" 3 \ 4 -- - 79 '- g 1 8"AP g -- 30"AP s DI t I d DI f R h I P � ! b DI REMOVE dw d 30 AP DI f opro 1i = 0 AP 30"AP u DI �c "AP REMOVE 24"RCP c hdwi � g REM01A-24" RCP I / DI lug 18"AP _- —(-E )'R/- ----- 30"AP --- 30"AP w _ REMOVE hdwi K i g REMOVE hdwi - T UNION PACIFIC RAILROAD -- z apron m lhh Abn 18" CMP _ I l _ THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 IS IN INCHES L 1 2 1 3 1 3 4 5 6 7 8 9 DRAINAGE PLAN SCALE 1 =5U D-2 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 1-10 CHANNEL HORIZONTAL ALIGNMENT Chnl Sto LINE/Sta/OFFSET BEARING /RADIUS LENGTH PI 539+74.10 "C13" 788+12.69, 45.86' Lt N74°01'42"E 60.42' PI 540+34.52 "C13" 788+72.71, 52.75' Lt N80o48'09"E 435.18' PI 544+69.70 "C13" 793+07.89, 51.03' Lt N88051'57"E 30.30' PI 545+00.00 "C13" 793+37.87, 46.66' Lt N80048'09"E 970.22' O 290.0'x8'x8' TRIPLE RCB, 10' Max COVER DI c I apron d Lu xl \ 18"AP b > a I CONNECT a m 435.2'X24'XS' 30' TRANSITION Str c to chnl RECTANGULAR Q Conc Chnl b (E) R/W H CONNECT 5 O a to chnl — s Dist COUNTY I ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT I No. SHEETS 08 SBd 10 14.8/15.5 142 566 03/24111 ROFESs 10 REGISTERED CIVIL ENGINEER DATE oe Nq STEVEN F� 06/28/11 B. FRIESON z w N.. C42110 PLANS APPROVAL DATE " 03/31/12 A THE STATE OF CALIFORNIA OR ITS OFF/CERS 4 Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED 4rF of CAUF���x� COPIES OF THIS PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 V -ditch 9 b 18" 60' TRANSITION Str s�= -- J 4 WT D'� 1 8' AP � x -' / 3 t 1 8AP y D l D I g �' _�_� � " z - 2 u DI r --- 18"APs Dl DI ddd c DI 79 p 18 AP q DI 1 ` - -- -795 -1 eee opr 9 n 18"AP o DI 3 ' AP � v 1 8"AP_ I 24 ? 18" � 8 e Abn 24"RCP 18'AP i - REMOVE Exist. DI d h DI q f DI - — 24"AP h ccc 18"AP m DI 3 - -- - DI i 18"AP DI m REMOVE 24' RCP c O - cs 24"AP j DI i k DI "110 Imp 790 Exist. 24" RCP I P_ ± z D ad 24 A 24' AP y LJ REMOVE 8 / 9 _ - - 95 -- Exist. DI - 3 q 30"AP 4 bb DI o ------ ------ _ _ _ - - 1 2 b Conc. o - -- 9 790 18"AP g col Iar P D[ 5 h 18'AP 1 18"AP DI n 24"AP a r DI cc 24 'AP �un DI 8"AP d 7u g DI apronDI e e DI i I m �J 18 AP Exist. 24" CMP - -1 "C 14" 3 \ 4 -- - 79 '- g 1 8"AP g -- 30"AP s DI t I d DI f R h I P � ! b DI REMOVE dw d 30 AP DI f opro 1i = 0 AP 30"AP u DI �c "AP REMOVE 24"RCP c hdwi � g REM01A-24" RCP I / DI lug 18"AP _- —(-E )'R/- ----- 30"AP --- 30"AP w _ REMOVE hdwi K i g REMOVE hdwi - T UNION PACIFIC RAILROAD -- z apron m lhh Abn 18" CMP _ I l _ THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 IS IN INCHES L 1 2 1 3 1 3 4 5 6 7 8 9 DRAINAGE PLAN SCALE 1 =5U D-2 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 X X NOTES: 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE. 1-10 CHANNEL HORIZONTAL ALIGNMENT Chnl Sta LINE/Sto/OFFSET BEARING /RADIUS LENGTH �w 0Q I POST MILES N80°48'09"E 970.22' BC 554+70.22 "C12" 803+06.56, 157.96' Lt BORDER Vcn 500' 212.22' EC 556+82.44 "C12" 805+97.23, 56.96' Lt _ 574°52'45"E 387.70' E STA 56+25 00 SEE D-6 MATCH LIN , 9 9 DI 18"AP y - In apron z I x --- JS x I- f 24 -AP m IREMOVE RCP 18 ap v U ZIP E) R/Wv� w D 1I (E) R/W /— apron t \, DI s r O ,u JS I d o r 18" e 18 AP 0 REMOVE DI I w - DI f c 18"AP o REMOVE CMP k 1 + 1 m d 290.0'x8'x8'Triple RCB, O REMOVE MH 4 JS 12 } z — 10' Max COVER ES b w t "'Ap RSP a > 190.0'x8'x8' Dbl RCB, >20'Mox COVER 9 REMOVE CMP h DI h REMOVE DI i RSP a e 355.0'x8'x8'Triple RCB, REMOVE CMP 17 20' Mox COVER � om 1 o ° REMOVE MH f 8"A b aw o - 95.0'x8'x8' Triple RCB, v '� / >20'Max COVER f REMOVE Trans. Str, e b 60"RCP aw z REMO_VE_hd d ON T coo v (E) R/W� ' a L, V -ditch to nl X o - -- CONNECT N N int qo� a to box DRAIN LVE c C I h bb a ran 8' AP d w - t 8"AP z as 1 ALN BASIN e J 1 8"AP rr tt oprorl apron OU ET Str _ o 8 18"AP 11 kk DI u GLD m "CI3 GLD ee GU I GLD vv 18"A z z N 6 z 18"AP apron dd DI g P°n x: x) ron 3 cl z oo DI < �' � � 18"AP 3 LD apron g e 18 \ ss DI DI W 0 18"AP 18"AP ff opron II pr on � oo D1 ww D1 I -- 6 In 18"AP opron hh GLD z — 1 1 8"AP o 1 8" AP o + _ --- — X Q `" — - _ ,�� E o -- DI lrJ� _ �- - DI r DI --------- = - — - s 18"AP Q a DI n Dl Uk I REMOVE Exist. DI_' REMOVE _ — — — _ — o W 18"RCP 3 - - z 6 ! OffD8 24AP ` J dd DI cc = � v e� 18"AP 9 6`: 7 -ee 18'AP - - — =- --- — z apron h — , — --4 — - DI -- x (E) R/W— a O - - - - - -- - - d 24"AP 9 .0'X8'X I RCB,-, h 20 x COVE a cp 14 �o O RISER RISER � INLET INLET v\ CONNECT \ X\ to chnl a i 8" AP 9 b FES b 30" AP a CONNECT to chnl - (E) R/W Xv \\\ — O 8 / --- c 18" AP _> WA 1 NG TQN 170 c BIOFILTRATION SWALE No. 1 (see DD -48) - /13J -18 AP b STORM DRAIN CURVE TABLE No. R T L d DI � DI c trap. f o CD 1 180.00' 51°35'41" 1 87.01' 162.09' q ditch w ® 5003.49 2°53'12" 12(.14' 252.23' _- w cn -- — d apron „AP B 1-10 — Lc) B 1-1Q — Q 18"AP r 18"AP p o DI -- - w 80 — z —� DI (Du--\ \19 J I 18"AP � 1 8" AP t < DI s 6DI 18 -AP In —=-- _ — - �__- 1 3 4 6 7 8 10 a DI m 12 13 14 16 17 19 O -� MATCH LINE, STA 47+50.00, SEE D-5 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY USERNAME =)$USER RELATIVE BORDER SCALE 2 3 DGN FILE => $REQUEST IS IN INCHES I UNIT 2232 o a DRAINAGE PLAN SCALE 1"-50 zo 0 0 D-3 _o Qo o PROJECT NUMBER & PHASE 0800000745 o Dist COUNTY �w 0Q I POST MILES SHEET I TOTAL �~ BORDER Vcn LAST REVISED 7/2/2010 d 24"AP 9 .0'X8'X I RCB,-, h 20 x COVE a cp 14 �o O RISER RISER � INLET INLET v\ CONNECT \ X\ to chnl a i 8" AP 9 b FES b 30" AP a CONNECT to chnl - (E) R/W Xv \\\ — O 8 / --- c 18" AP _> WA 1 NG TQN 170 c BIOFILTRATION SWALE No. 1 (see DD -48) - /13J -18 AP b STORM DRAIN CURVE TABLE No. R T L d DI � DI c trap. f o CD 1 180.00' 51°35'41" 1 87.01' 162.09' q ditch w ® 5003.49 2°53'12" 12(.14' 252.23' _- w cn -- — d apron „AP B 1-10 — Lc) B 1-1Q — Q 18"AP r 18"AP p o DI -- - w 80 — z —� DI (Du--\ \19 J I 18"AP � 1 8" AP t < DI s 6DI 18 -AP In —=-- _ — - �__- 1 3 4 6 7 8 10 a DI m 12 13 14 16 17 19 O -� MATCH LINE, STA 47+50.00, SEE D-5 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY USERNAME =)$USER RELATIVE BORDER SCALE 2 3 DGN FILE => $REQUEST IS IN INCHES I UNIT 2232 o a DRAINAGE PLAN SCALE 1"-50 zo 0 0 D-3 _o Qo o PROJECT NUMBER & PHASE 0800000745 Dist COUNTY ROUTE I POST MILES SHEET I TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 143 1 566 03/24/11 ROFESs 10 REGISTERED CIVIL ENGINEER DATE oe Nq STEVEN B. FRIESON z 06/28/11 C42110 PLANS APPROVAL DATE NR Exp. 03/31/12 r J THE STATE OF CALIFORNIA OR ITS OFF/CER$ 4 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED qrF pp iF���lP COPIES OF THI5 PLAN SHEET. CAL — SANBAG BIRGE ENGINEERING, INC. REMOVE RCB01 (�7 �� 1170 W 3RD STREET SAN BERNARDINO, CA 92410 600 N. MOUNTAIN AVE., B204 UPLAND, CA 91786 /j \ / DI (� R/W d 24"AP 9 .0'X8'X I RCB,-, h 20 x COVE a cp 14 �o O RISER RISER � INLET INLET v\ CONNECT \ X\ to chnl a i 8" AP 9 b FES b 30" AP a CONNECT to chnl - (E) R/W Xv \\\ — O 8 / --- c 18" AP _> WA 1 NG TQN 170 c BIOFILTRATION SWALE No. 1 (see DD -48) - /13J -18 AP b STORM DRAIN CURVE TABLE No. R T L d DI � DI c trap. f o CD 1 180.00' 51°35'41" 1 87.01' 162.09' q ditch w ® 5003.49 2°53'12" 12(.14' 252.23' _- w cn -- — d apron „AP B 1-10 — Lc) B 1-1Q — Q 18"AP r 18"AP p o DI -- - w 80 — z —� DI (Du--\ \19 J I 18"AP � 1 8" AP t < DI s 6DI 18 -AP In —=-- _ — - �__- 1 3 4 6 7 8 10 a DI m 12 13 14 16 17 19 O -� MATCH LINE, STA 47+50.00, SEE D-5 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY USERNAME =)$USER RELATIVE BORDER SCALE 2 3 DGN FILE => $REQUEST IS IN INCHES I UNIT 2232 o a DRAINAGE PLAN SCALE 1"-50 zo 0 0 D-3 _o Qo o PROJECT NUMBER & PHASE 0800000745 x x BORDER LAST REVISED 7/2/2010 1-10 NOTES: ALIGNMENT 20 21 22 23 24 ��° 00 0 w LINE/Sta/OFFSET 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS SEE RIGHT OF WAY RECORD MAPS AT THE STRICT O 1 DATA, OFFICE. m og z z x z w w � v� BC 560+70.14 "C11" 808+65.10, ?8.04' Rt i pm w m EC �x i w w a� z o W ri P 770.0'x8'x8' Dbl RCB, h BC Y a � - 20' Max COVER U�U J In W o �q Q W = PI 566+90.00 UO U W w 1 N85* 28'1 0"El 125.13' PI x O BORDER LAST REVISED 7/2/2010 1-10 z ALIGNMENT 20 21 22 23 24 ��° 00 0 w LINE/Sta/OFFSET BEARING/RADIUS o a > m og z z x z w w � v� BC 560+70.14 "C11" 808+65.10, ?8.04' Rt i pm w } m EC 561+57.40 "C11" 809+46.41, 1.04' Rt a� z o W ri 403.54' BC Y � U�U J In W Q W = PI 566+90.00 UO U W w 1 N85* 28'1 0"El 125.13' PI x O > O CL W Q W I Z Ln n o N W a � z O w O r m 00 U Z Z Q W W — W � W ~ Z F- W � z J = O _ U U Z ~ Q5 = x ¢ — u Q w 0 z w 0 ¢ z 0 x w ¢ �o w �w �Q �N BORDER LAST REVISED 7/2/2010 Dist COUNTY ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT I No. SHEETS 08 SBd 10 14.8/15.5 144 566 03/24/11 ROFESs10 REGISTERED CIVIL ENGINEER DATE oe Nq� STEVEN 06/28/11 B. FRIESON z w C42110 L—X NR. PLANS APPROVAL DATE `� C42 /12 A THE STATE OF CAL/FORNIA OR ITS OFF/CERS 4 Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL \�7 THE ACCURACY OR COMPLETENESS OF SCANNED qrF pp CAL iF���lP /lam COPIES OF TN/S PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. _ 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 X� SAN BERNARDINO, CA 92410 UPLAND, CA 91786 0 �(D �I CO X16 F) 1 —X < 490.0'x8'x8' WASHINGTON DR. _ 10' Max COVER 0 ASPH WASHINGTON DR ASFI THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY USERNAME=>$USER RELATIVE BORDER SCALE C I Z 3 DGN FILE => $REQUEST IS IN INCHES I UNIT 2232 x=�c Wa 1-10- SBD 10 I -1U SBD - 10 1 13 15 18 19 1-10 CHANNEL HORIZONTAL ALIGNMENT 20 21 22 23 24 ��° 00 Chnl Sto LINE/Sta/OFFSET BEARING/RADIUS LENGTH SCALE 1"=50' og S74°52'45"E 387.70' BC 560+70.14 "C11" 808+65.10, ?8.04' Rt 500' 87.27' EC 561+57.40 "C11" 809+46.41, 1.04' Rt S84°52'45"E 403.54' BC 565+60.95 "C11" 813+56.19, 36.56' Lt N88°03'40"E 67.45' PI 566+90.00 "C11" 814+84.96, 43.46'Lt 1 N85* 28'1 0"El 125.13' PI 568+15.13 "C11" 816+09.06, 9.46' Lt Dist COUNTY ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT I No. SHEETS 08 SBd 10 14.8/15.5 144 566 03/24/11 ROFESs10 REGISTERED CIVIL ENGINEER DATE oe Nq� STEVEN 06/28/11 B. FRIESON z w C42110 L—X NR. PLANS APPROVAL DATE `� C42 /12 A THE STATE OF CAL/FORNIA OR ITS OFF/CERS 4 Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL \�7 THE ACCURACY OR COMPLETENESS OF SCANNED qrF pp CAL iF���lP /lam COPIES OF TN/S PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. _ 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 X� SAN BERNARDINO, CA 92410 UPLAND, CA 91786 0 �(D �I CO X16 F) 1 —X < 490.0'x8'x8' WASHINGTON DR. _ 10' Max COVER 0 ASPH WASHINGTON DR ASFI THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY USERNAME=>$USER RELATIVE BORDER SCALE C I Z 3 DGN FILE => $REQUEST IS IN INCHES I UNIT 2232 x=�c Wa 1-10- SBD 10 I -1U SBD - 10 1 13 15 18 19 20 21 22 23 24 ��° 00 �w Ii a DRAINAGE PLAN o SCALE 1"=50' og D-4 w Qo O �o PROJECT NUMBER & PHASE 0800000745 x x NOTES, 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE, list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 145 566 03/24/11 REGISTERED CIVIL ENGINEER DATE OF Ess I'lUl � STEVEN �y B, FRIESON z 06/28/11 No C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR 175 OFFICERS ti Exp. ky OR AGENTS SHALI NOT BE 9E5RON519LE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED 41, of cnL COPIES OF T1115 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 U Q ml � N f— U O LL O O F-" + Z +_ W E � o � t� Q O d W I � (E) R/W U Q T L O r U x o J Q o 0 U / W � O m W aI BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 8468 01a00 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I UNIT 2232 PROJECT NUMBER & PHASE 0800000745 D-5 10 0 e O o'I x X NOTES. 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE. REMOVE MH REMOVE RCPmO- 60"AP U Q T L ml � 16.19'32.26' N U f— 1 9.41 ` 38.34' O LL O O + F-" Z +_ W E � o � � Q o W - L D U � Q T L O r U X o J U 0 �o W WlL BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 8468 01a00 --' CB THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 )ist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14.8/15.5 146 566 03/24/11 REGISTERED CIVIL ENGINEER DATE aev�EEs��ONq� � STEVEN �y B. FRIESON 06/28/11 N° 042110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR 175 OFFICERS ti Exp. ky OR AGENTS SHALL NOT BE 9E5RON519LE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED '9jF of CAL COPIES OF T11/5 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 No. I R 0, T L Q 150.00' 12°19'24" 16.19'32.26' 1 00.00' 21 ° 58'08" 1 9.41 ` 38.34' I I 1 `- a o � N• � N n n 10 11 26 H � o DRAINAGE PLAN a SCALE 1"=50' ogi PROJECT NUMBER & PHASE 0800000745 wo D_6 �o o - - - - -- -- - - - -- - - - Dist N TOTAL PROJECT No. SHEETS NOTE - - - - - - - - >_ - - _ - -RAMP C12 - - - - - - - - - - - 08 SBd 10 14°8/15,5 148 566 -- FOR- S�ATIDN LIMITS SEE"-DET.... SHEETS` - .. - - - - - - - - - - - - - - - - - - 1 - � - - - - - - - - - - - - - - - - - - 03/28/11 ---- - - ---- - ----- - -'---- - - �-- - ---- - ------ - ---- - - ----- ----- -'---- - - --=- - - -- - ----- ------ ----- - --- — - - - - ---- - ------ ------ ----- - --- --- - - - ---- ------ -- REGISTERED CIVIL ENGINEER Qaovess�o DAT E -_- 1 _ RICHARD"9< F 1100 - - - - I - - - 1100 ti S. 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(1061.40) _ DRAINAGE SYSTEM No. 25 __ -- - - - a - FIELD VERIFY o PR4F�LE z ;.... 42" RCP � �I.. .DRAINAGE o L� .. .............. ... ......... ......... ........ -Exist. 1111 ----- -- --- - - -S=(-0.71 %) U. -. -__._ -_---- -_--- - - - -- - - - -- - �. ......... ........ ......... - - - - - -- - - ........ , ....... - -- - - - -- - : - - - - SCALE-:- Ho: tz -1' =50' - - a - - - PL AN ACCURATE FOR DRAINAGE WORK ONLY V6 rt 1"= 5._ : DP -10 c� :THIS STATION TOTAL Exc CY Em USERNAME = > VI,..ER RELATIVE BORDER SCALE - UNIT 2232 PROJECT NUMBER & PHASE 0800000745 DGN FILE => .1 -QUEST IS IN INCHES I i I i I i I EXISTING TRAPEZOIDAL CHANNEL_I ERIL'AN'D BOND' DRAINAGE SYSTEM �� NOTE DOWELS 1 9+74.10 TO STA 540+34.52 FOR SECTION C -C AND "a" BARS INFORMATION, SEE SHEET DD -3, WEAKENED PLANE AND WEEP HOLES 1 O BORDER LAST REVISED 7/2/2010 19, -0" WEEP e HOLETYP MATCH EXIST INVERT #4 X 2'-0" @ 12 DRILL & BOND DOWELS IN FLOOR SLAB AND WALLS OF EXIST STRUCTURE USERNAME ->TY LIN-Riv DGN FILE _> 846810ic00 20'-0" CABLE RAILING PIL 4 I /--#4 (AA 12 #4 9 12 J L "a" BARS 60' -51%16'' SECTION A -A NO SCALE 19'-0" TOP OF WALL 1�— WEAKENED BO -3 PLANE 3-2 TYP /—INVERT ELEV 1073.88 z w +i - � 0 i a d Q o W G _ I Q z O —I x Q li 0 rVQ W Jr `!`' N BORDER LAST REVISED 7/2/2010 19, -0" WEEP e HOLETYP MATCH EXIST INVERT #4 X 2'-0" @ 12 DRILL & BOND DOWELS IN FLOOR SLAB AND WALLS OF EXIST STRUCTURE USERNAME ->TY LIN-Riv DGN FILE _> 846810ic00 20'-0" CABLE RAILING PIL 4 I /--#4 (AA 12 #4 9 12 J L "a" BARS 60' -51%16'' SECTION A -A NO SCALE 19'-0" TOP OF WALL 1�— WEAKENED BO -3 PLANE 3-2 TYP /—INVERT ELEV 1073.88 RELATIVE BORDER SCALE IS IN INCHES MEASURED ALONG RECTANGULAR CHANNEL O `J -0" MIN AND VARIES 11-q CABLE RAILING TYP FG I-10 CHANNEL 2\ G R 11'-91/4" MIN • HP AND VARIES 1N • & � PFZl�� G AHP s o� I-10 CHANNEL EXTEND LONGITUDINAL BARS INTO CHANNEL FLOOR RECTANGULAR CHANNEL 0 CONST JOINT 2 0 00 CHANNEL REINF 0 2 3 I i I i I I I Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 159 566 S �i o /� 3/24/11 QaaFesslo REGISTERED CIVIL ENGINEER DATE o 4� UTHAYA SAND IRASEGARAM c 6/28/11 m PLANS APPROVAL DATE No C61444 A THE STATE OF CALIFORNIA OR /75 OFFICERS Exp,06/30/13 OR AGENTS SHALL NOT BE g,5, THE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED CA q� of LIFOR�l COPIES OF THJS PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 MIN AND VARIES #4 CONT PARALLEL TO TOP, TYP FG BARS I #4 G 12 CONT • z � I FG a #4 0- 12 a TYP I • CONCRETE BARRIER TYPE 60 (MOD) WEEP HOLE AND PERVIOUS BACKFILL B0-3 #4 @ 12 TYP 3-1 SECTION B -B NO SCALE 00 awl b ~ 0 a � I o DRAINAGE DETAILS oo' NO - -- w O DD -2 �o 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 x 3/6" PREMOLDED JOINT MATERIAL OR SAWED JOINT >- w m U o > W W > W W H Q WEAKENED PLANE JOINT DETAIL C x NO SCALE x Q N a TYP x —� N z WEEP HOLE c.) A AND PERVIOUS ,_0 BACKFILL TYP a w I z = o z z �4" CHAMFER TYP � Q z FGA a z 0 c} x Q O a TYP x —� N z WEEP HOLE c.) A AND PERVIOUS BACKFILL '1 0 PER BO 3 TYP w 3-1 Q CL_ a i r H r� o_ r I � a1 :_ 1 2" CLR w 6- N BORDER LAST REVISED 7/2/2010 PREMOLDED JOINT MATERIAL 11' x 18'' SMOOTH DOWEL SEE NOTE 1 N -WRAP OR LUBRICATE THIS PORTION TO PREVENT BOND 9" 1 9" 1 \-- EXPANSION CAP EXPANSION JOINT DETAIL B NO SCALE T /z 3 T 2 T 2 /2 TRANSVERSE COSTRUCTION JOINT DETAIL A 12`0" CABLE RAILING TYP 11-d7 m r WET FACE 4'0 WEEP HOLE • ` @ 10, OC CONST JT 48=1 NO SCALE I-10 CHANNEL 24'- 0" 1 #6 @ 12 #4 @ 12 I o #6 T Gd 12 3'-0" 21/2" C L R INVERT U #6 @ 12 #6 @ 12 F 4@ o z 1 '\-#4 9 12 =N u RECTANGULAR CHANNEL SECTION NO SCALE DRAINAGE SYSTEM of @ STA 540+34.52 TO STA 544+69.70 USERNAME ->TY LIN-Riv DGN FILE => 846810iC004.dgn CONCRETE BARRIER TYPE 60 (MOD) RELATIVE BORDER SCALE IS IN INCHES FG 10 0 1 2 3 1 1 1 1 1 1 1 Dist Ji. f ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 161 566 S �� o /� 3/24/1 1 QaaFEss aN REGISTERED CIVIL ENGINEER DATE o 4� ti UTHAYA c SANDIRASE GARAM 6/28/11 m PLANS APPROVAL DATE No. 061444 A Exp.06/30/13 THE STATE OF CALIFORNIA OR /75 OFFICERS OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED OF of CAE1FOR�l COPIES OF T11I5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 NOTES: 1. 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. 2. 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. UNIT 2232 DRAINAGE DETAILS PROJECT NUMBER & PHASE DD -4 0800000745 o O `ol 0 z O TYP x —� c.) A o w 6- N BORDER LAST REVISED 7/2/2010 PREMOLDED JOINT MATERIAL 11' x 18'' SMOOTH DOWEL SEE NOTE 1 N -WRAP OR LUBRICATE THIS PORTION TO PREVENT BOND 9" 1 9" 1 \-- EXPANSION CAP EXPANSION JOINT DETAIL B NO SCALE T /z 3 T 2 T 2 /2 TRANSVERSE COSTRUCTION JOINT DETAIL A 12`0" CABLE RAILING TYP 11-d7 m r WET FACE 4'0 WEEP HOLE • ` @ 10, OC CONST JT 48=1 NO SCALE I-10 CHANNEL 24'- 0" 1 #6 @ 12 #4 @ 12 I o #6 T Gd 12 3'-0" 21/2" C L R INVERT U #6 @ 12 #6 @ 12 F 4@ o z 1 '\-#4 9 12 =N u RECTANGULAR CHANNEL SECTION NO SCALE DRAINAGE SYSTEM of @ STA 540+34.52 TO STA 544+69.70 USERNAME ->TY LIN-Riv DGN FILE => 846810iC004.dgn CONCRETE BARRIER TYPE 60 (MOD) RELATIVE BORDER SCALE IS IN INCHES FG 10 0 1 2 3 1 1 1 1 1 1 1 Dist Ji. f ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 161 566 S �� o /� 3/24/1 1 QaaFEss aN REGISTERED CIVIL ENGINEER DATE o 4� ti UTHAYA c SANDIRASE GARAM 6/28/11 m PLANS APPROVAL DATE No. 061444 A Exp.06/30/13 THE STATE OF CALIFORNIA OR /75 OFFICERS OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED OF of CAE1FOR�l COPIES OF T11I5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 NOTES: 1. 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. 2. 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. UNIT 2232 DRAINAGE DETAILS PROJECT NUMBER & PHASE DD -4 0800000745 o O `ol 0 Q 30' TRANSITION STRUCTURE 24' x 8' — �1 PLAN NO SCALE DRAINAGE SYSTEM 0Q STA 544+69.70 TO STA 545+00.00 30' -0" BORDER LAST REVISED 7/2/2010 SECTION A -A NO SCALE USERNAME ->TY LIN-Riv DGN FILE _> 846810ic00 CONCRETE BARRIER TYPE 60 CONCRETE D82 PARAPET 0 00 �I ANSION JOINT SEE SHEET DD -4 3- 8' x 8' RCB OO A11-011 TYP CHAMFER, TYP FGA Dist CCJI. I ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 162 566 S �Y- 1. 3/24/11 QaaFessiaN REGISTERED CIVIL ENGINEER DATE o 4� UTHAYA SANDIRASEGARAM c 6/28/11 m PLANS APPROVAL DATE No C61444 A THE STATE OF CALIFORNIA OR /75 OFFICERS Exp,06/30/13 OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED q� of CAL 1F COPIES OF THJS PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 I-10 CHANNEL I 24'-0" to 25'-0" CABLE RAILING TYP B11-47 12'-0" MIN & VARIES - � I N � a 1 2�2CLR TYP • CONCRETE M .i WEEP HOLE WET FACE ff AND PERVIOUS BACKFILL PER4''0 WEEP HOLE BO -3 TYP 4' 10' OC 3-1 � } - CONST JT 481 a- 2'' 2'' CLR o z TYP RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I UNIT 2232 5 Ca 12BARRIER TYPE 60 (MOD) 21/2" C L R FG TYP All #4 @ 12 -,- �0 ,� @ 12 6 @ 12 FINVERT #6 Gd 12 48:1 • . #4 @ 12 J N U SECTION B -B NO SCALE � N N° 6t r II II O � � W a � I DRAINAGE DETAILS oI NO SCALE PROJECT NUMBER & PHASE -o w o DD -5 IUI 0800000745 z O X J Q 0 w Jr `!`' L') BORDER LAST REVISED 7/2/2010 SECTION A -A NO SCALE USERNAME ->TY LIN-Riv DGN FILE _> 846810ic00 CONCRETE BARRIER TYPE 60 CONCRETE D82 PARAPET 0 00 �I ANSION JOINT SEE SHEET DD -4 3- 8' x 8' RCB OO A11-011 TYP CHAMFER, TYP FGA Dist CCJI. I ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 162 566 S �Y- 1. 3/24/11 QaaFessiaN REGISTERED CIVIL ENGINEER DATE o 4� UTHAYA SANDIRASEGARAM c 6/28/11 m PLANS APPROVAL DATE No C61444 A THE STATE OF CALIFORNIA OR /75 OFFICERS Exp,06/30/13 OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED q� of CAL 1F COPIES OF THJS PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 I-10 CHANNEL I 24'-0" to 25'-0" CABLE RAILING TYP B11-47 12'-0" MIN & VARIES - � I N � a 1 2�2CLR TYP • CONCRETE M .i WEEP HOLE WET FACE ff AND PERVIOUS BACKFILL PER4''0 WEEP HOLE BO -3 TYP 4' 10' OC 3-1 � } - CONST JT 481 a- 2'' 2'' CLR o z TYP RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I UNIT 2232 5 Ca 12BARRIER TYPE 60 (MOD) 21/2" C L R FG TYP All #4 @ 12 -,- �0 ,� @ 12 6 @ 12 FINVERT #6 Gd 12 48:1 • . #4 @ 12 J N U SECTION B -B NO SCALE � N N° 6t r II II O � � W a � I DRAINAGE DETAILS oI NO SCALE PROJECT NUMBER & PHASE -o w o DD -5 IUI 0800000745 X X X I i Z 0 X J Q U 0 w N 4 TYPICAL SECTION DRAINAGE SYSTEM OQ STA 545+00.00 TO 547+90.00 2" CLR TYP TYP TYP TYP RCB I-10 CHANNEL "g" BARS f.. BARSc" ] OR�IO I NOTE 1 "e" BARS ARE AT HALF SPACING 2. REINFORCING BARS ARE SYMMETRICAL ABOUT CL RCB. BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 8468101c00 "f" — BARS BOX CULVERT REINFORCEMENT NO SCALE DRAINAGE SYSTEM Oe RELATIVE BORDER SCALE IS IN INCHES 2 g" BARS �� ��B�� >•� 0 2 3 I i I i I i I Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 163 566 S 3/24/1 1 QaaFess aN REGISTERED CIVIL ENGINEER DATE o 4� ti UTHAYA Fc SANDIRASEGARAM 6/28/11 m PLANS APPROVAL DATE N°' C61444 A THE STATE OF CALIFORNIA OR /75 OFFICERS EXp,06/30/13 OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED q� of CAU1FOR�l COPlE5 OF THJ5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 BOX CULVERT REINFORCEMENT SCHEDULE DRAINAGE SYSTEM O d0 O eO O fO O gO O hO O O Maximum Earth Cover 10' 20' 12' >20' >20' ] BARS 10' • • Roof T1 8" 11" 16 1,_ 0" 11- 0" 11" "a" BARS o Wa I Is T2 81/z" 11" 0.25 S #4 "d" BARS, OR 0.25 S 11" 81/2 c Invert T3 — #4 @ 18, FOR COVER OVER 10`01' 111112" 11 V2" 11- 0" 11112" 8" Spacing 9" 7112" $" 0.25 S #4 "d" BARS, OR 0,25 S 101%" g" Size Bar #7 #7 TYP TYP #7 #7 #7 'If,, - - #4 @ 18, FOR COVER OVER 10`01' -� #7 #5 6" TY P #5 #5 #5 TYP • • Size Bar #4 #4 @ 18 MAX, TYP #4 #4 #4 #4 c Size Bar "e" BARS #5 #5 #5 #6 #6 SEE NOTE 1 "b" Dim "B" Ft -inches 1-9 2-9 2" CLR 2-9 3-1 3-1 2-7 Dim "Bw" Ft -inches 4-0 #4 Cv 18 MAX 4-11 4-11 4-11 TYP Size Bar #5 #4 @ 18, TYP #6 #6 #6 #7 • _ Dim "C" Ft -inches 3-1 3-3 INVERT _ 4-6 SLOPE 48 1 6-0 "a" BARS 'e" SLOPE 48:1 #4 #4 #4 #4 #4 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 8468101c00 "f" — BARS BOX CULVERT REINFORCEMENT NO SCALE DRAINAGE SYSTEM Oe RELATIVE BORDER SCALE IS IN INCHES 2 g" BARS �� ��B�� >•� 0 2 3 I i I i I i I Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 163 566 S 3/24/1 1 QaaFess aN REGISTERED CIVIL ENGINEER DATE o 4� ti UTHAYA Fc SANDIRASEGARAM 6/28/11 m PLANS APPROVAL DATE N°' C61444 A THE STATE OF CALIFORNIA OR /75 OFFICERS EXp,06/30/13 OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED q� of CAU1FOR�l COPlE5 OF THJ5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 BARS, FOR EARTH COVERS UP TO AND INCLUDING 10'-0" BOX CULVERT REINFORCEMENT SCHEDULE DRAINAGE SYSTEM O d0 O eO O fO O gO O hO O O Maximum Earth Cover 10' 20' 12' >20' >20' 20' 10' U Roof T1 8" 11" 16 1,_ 0" 11- 0" 11" 8" o Wa I Is T2 81/z" 11" 11" 0" 11" 81/2 c Invert T3 8" 111112" 11 V2" 11- 0" 11112" 8" Spacing 9" 7112" $" 8" 8" 101%" g" Size Bar #7 #7 #7 #7 #7 #7 'If,, Size Bar #7 #5 #5 #5 #5 #6 a" Size Bar #4 #4 #4 #4 #4 #4 c Size Bar #5 #5 #5 #5 #6 #6 0' "b" Dim "B" Ft -inches 1-9 2-9 2-9 3-1 3-1 2-7 Dim "Bw" Ft -inches 4-0 4-11 4-11 4-11 4-11 4-0 Size Bar #5 #6 #6 #6 #6 #7 Dim "C" Ft -inches 3-1 3-3 4-3 4-6 4-9 6-0 'e" Size Bar #4 #4 #4 #4 #4 #5 BARS, FOR EARTH COVERS UP TO AND INCLUDING 10'-0" SPAN 4' 5' 6' 7' 1 8` 1 10' 12' 1 14' NUMBER 5 6 8 10 1 13 1 14 16 1 19 b" BARS 7z C-) a 2- U� z_ U a c" BARS Ln SPACING "g" OR SPACING BARS "f" OR "c" BARS INVERT SIMILAR II II "a" BARS "f" BARS SPI ACING SPACING ROOF SECTION NO SCALE M o e" BARS ° EXTERIOR WALL SECTION aol UNIT 2232 NO SCALE DRAINAGE DETAILS a PROJECT NUMBER & PHASE SCALE: AS NOTED 10 i DD -6 wo �o i 0800000745 RCB "g" BARS I-10 CHANNEL #4� 2" CLR TYP f' Iv BARS ,�, ] ORI � -------------- O o L. C L "b" ] BARS x Q C to N BARS 0 0.25 S #4 "d" BARS, OR 0.25 S om w m #4 @ 18, FOR COVER OVER 10'-0''— • .« a J z n LLJ • • B Y J In W #4 "d" BARS, OR 0,25 S Q W = U n L' • Ir x - - #4 Ca 18, FOR COVER OVER 10'-0'' N TYP D' "e" BARS • ° SEE NOTE 1 V) 2'' CLR J = a z a w o = 2 • u > z � o z • � a a" BARS SLOPE 48:1 • • • e e • • • ° • • z z 0 c} z O x Q RCB "g" BARS I-10 CHANNEL #4� 2" CLR TYP f' Iv BARS ,�, ] ORI BORDER LAST REVISED 7/2/2010 'If'' — BARS BOX CULVERT REINFORCEMENT BARS ''B'' �'Cll DRAINAGE SYSTEM STA 547+90.00 TO 551+45.00 USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 02 3 DGN FILE => 8468101c007.dgn IS IN INCHES I i 1 i I iI UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 164 566 S �i o /� 3/24/1 1 QaaFessiaN REGISTERED CIVIL ENGINEER DATE o 4� tie UTHAYA Fy SANDIRASEGARAM c 6/28/11 m PLANS APPROVAL DATE No 061444 A 6/3G/ THE STATE OF CALIFORNIA OR /75 OFFICERS Exp,013 OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P I THE ACCURACY OR COMPLETENESS OF SCANNED q� of CA 1F COPlE5 OF THJ5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 NOTES 1. ''e'' BARS ARE AT HALF SPACING. 2. FOR REINFORCEMENT SCHEDULE, SEE SHEET DD -6. 3. REINFORCING BARS ARE SYMMETRICAL ABOUT Ck RCB. 0 0 � w I 0 a � I DRAINAGE DETAILS ALEo AS NOTED w DD -7 �oo 0 PROJECT NUMBER & PHASE 0800000745 -------------- O "b" ] BARS x J Q U BARS 0 0.25 S #4 "d" BARS, OR 0.25 S Lu #4 @ 18, FOR COVER OVER 10'-0''— • .« • • N 0,25 S #4 "d" BARS, OR 0,25 S TYP TYP • - - #4 Ca 18, FOR COVER OVER 10'-0'' TYP Z'l #4 9 18 MAX, TYP #4 @ 18, TYP "e" BARS • ° SEE NOTE 1 2'' CLR #4 G 18 MAX TYP • • 6'' TYP • • •14INVERT • SLOPE 48:1 a" BARS SLOPE 48:1 • • • e e • • • ° • • • ♦ • ° BORDER LAST REVISED 7/2/2010 'If'' — BARS BOX CULVERT REINFORCEMENT BARS ''B'' �'Cll DRAINAGE SYSTEM STA 547+90.00 TO 551+45.00 USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 02 3 DGN FILE => 8468101c007.dgn IS IN INCHES I i 1 i I iI UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 164 566 S �i o /� 3/24/1 1 QaaFessiaN REGISTERED CIVIL ENGINEER DATE o 4� tie UTHAYA Fy SANDIRASEGARAM c 6/28/11 m PLANS APPROVAL DATE No 061444 A 6/3G/ THE STATE OF CALIFORNIA OR /75 OFFICERS Exp,013 OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P I THE ACCURACY OR COMPLETENESS OF SCANNED q� of CA 1F COPlE5 OF THJ5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 NOTES 1. ''e'' BARS ARE AT HALF SPACING. 2. FOR REINFORCEMENT SCHEDULE, SEE SHEET DD -6. 3. REINFORCING BARS ARE SYMMETRICAL ABOUT Ck RCB. 0 0 � w I 0 a � I DRAINAGE DETAILS ALEo AS NOTED w DD -7 �oo 0 PROJECT NUMBER & PHASE 0800000745 O x J Q U 0 Lu N BORDER LAST REVISED 7/2/2010 'If'' — BARS BOX CULVERT REINFORCEMENT BARS ''B'' �'Cll DRAINAGE SYSTEM STA 547+90.00 TO 551+45.00 USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 02 3 DGN FILE => 8468101c007.dgn IS IN INCHES I i 1 i I iI UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 164 566 S �i o /� 3/24/1 1 QaaFessiaN REGISTERED CIVIL ENGINEER DATE o 4� tie UTHAYA Fy SANDIRASEGARAM c 6/28/11 m PLANS APPROVAL DATE No 061444 A 6/3G/ THE STATE OF CALIFORNIA OR /75 OFFICERS Exp,013 OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P I THE ACCURACY OR COMPLETENESS OF SCANNED q� of CA 1F COPlE5 OF THJ5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 NOTES 1. ''e'' BARS ARE AT HALF SPACING. 2. FOR REINFORCEMENT SCHEDULE, SEE SHEET DD -6. 3. REINFORCING BARS ARE SYMMETRICAL ABOUT Ck RCB. 0 0 � w I 0 a � I DRAINAGE DETAILS ALEo AS NOTED w DD -7 �oo 0 PROJECT NUMBER & PHASE 0800000745 x x x Ia Q 2" CLR TYP RCB BARS "f" v BARS I I-10 CHANNEL C e ORB, • o • • • • • • • • ® • • • • • • • • • • • s d' 0 b" ] BARS X • "a" BARS o 0 0.25 S #4 "d" BARS, OR 0.25 S Lu — #4 @ 1 8, FOR COVER OVER 10`01' — • • N 4 0.25 S #4 "d" BARS, OR 0.25 5 TYP TYP - - #4 Ca 18, FOR COVER OVER 10`0'' #4 @ 18 MAX, TYP TYP 6" TYP "e" BARS SEE NOTE 1 21' CLR #4 @ 18, TYP #4 ( 18 MAX J TYP 0 0T • INVERT SLOPE 481 "a" BARS SLOPE 48:1 • r •• • • • • • • • • • r • • • • BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810X00 I I "f" — BARS BO �/ A••• • I r w T w r•�. r A w A r�� r� r T DF -3 m BARS B.. C11 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 165 566 S �'�'�3/24/11 QaaFEss,aN REGISTERED CIVIL ENGINEER DATE o 4� ti UTHAYA Fc SANDIRASEGARAM 6/28/11 m PLANS APPROVAL DATE No. C61444 A THE STATE OF CALIFORNIA Exp°06/30/13 OR /75 OFFICERS OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS of CALIFOR�l COPlE5 OF THJ5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 NOTES 1. "e" BARS ARE AT HALF SPACING. 2. FOR REINFORCEMENT SCHEDULE, SEE SHEET DD -6. 3. REINFORCING BARS ARE SYMMETRICAL ABOUT CL RCB. TYPICAL SECTION 1/2 z° = 1 ,_0 DRAINAGE SYSTEM OD STA 551+45.00 TO 552+40.00 RELATIVE BORDER SCALE 02 3 IS IN INCHES I 1 I UNIT 2232 1 DRAINAGE DETAILS _ALEo AS NOTED PROJECT NUMBER & PHASE DD -8 0800000745 Z d' 0 X J a 0 Lu N 4 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810X00 I I "f" — BARS BO �/ A••• • I r w T w r•�. r A w A r�� r� r T DF -3 m BARS B.. C11 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 165 566 S �'�'�3/24/11 QaaFEss,aN REGISTERED CIVIL ENGINEER DATE o 4� ti UTHAYA Fc SANDIRASEGARAM 6/28/11 m PLANS APPROVAL DATE No. C61444 A THE STATE OF CALIFORNIA Exp°06/30/13 OR /75 OFFICERS OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS of CALIFOR�l COPlE5 OF THJ5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 NOTES 1. "e" BARS ARE AT HALF SPACING. 2. FOR REINFORCEMENT SCHEDULE, SEE SHEET DD -6. 3. REINFORCING BARS ARE SYMMETRICAL ABOUT CL RCB. TYPICAL SECTION 1/2 z° = 1 ,_0 DRAINAGE SYSTEM OD STA 551+45.00 TO 552+40.00 RELATIVE BORDER SCALE 02 3 IS IN INCHES I 1 I UNIT 2232 1 DRAINAGE DETAILS _ALEo AS NOTED PROJECT NUMBER & PHASE DD -8 0800000745 x x SYSTEM Cg TYPICAL TYPICAL SECTION /z" = 1 '-0 I-10 CHANNEL "g' BARS RCB - SYMMETRY - � 2'' CLR TYPO BARS „c„ ] ORF4---,, #q-� • • #4 @ 18 MAX e 2" CLR TYP ■ e "a" BARS I a N NOTES ? W z o "e" W J U-) J + 1, BARS ARE AT HALF SPACING. O 0 0 .. Z in N 2. FOR REINFORCEMENT SCHEDULE, SEE SHEET DD -6. � W L —I Q n a _ I-10 CHANNEL F - Ln 0 a R RCB = SYMMETRY NOTE 3. REINFORCING BARS ARE SYMMETRICAL ABOUT (L RCB. / 0 NEWLY CONSTRUCTED BOX 18, CITRUS AVE MAY BE REQUIRED TO SUPPORT SYSTEM Cg TYPICAL TYPICAL SECTION /z" = 1 '-0 I-10 CHANNEL "g' BARS RCB - SYMMETRY - � 2'' CLR TYPO BARS „c„ ] ORF4---,, #q-� • • #4 @ 18 MAX e 2" CLR TYP ■ e "a" BARS BORDER LAST REVISED 7/2/2010 6'' TYP 0 0 ST JT tq r I a N LU ? W z Z Q Z W J U-) J + N + O 0 M .. Irl in G .-. cr x —I Q a O a _ U F - Ln cn N to NOTE 0 NEWLY CONSTRUCTED BOX Lu CITRUS AVE MAY BE REQUIRED TO SUPPORT FG ROADWAY DURING STAGE 3 CONSTRUCTION. .. i I -.. ..... ................... ----- -- -- .-- N 4 BORDER LAST REVISED 7/2/2010 6'' TYP 0 0 ST JT tq r L SEE DETAIL A STAGE 1A STAGE 3 STAGE 1A CONSTRUCTION I CONSTRUCTION CONSTRUCTION ELEVATION NO SCALE TEMPORARY WALL (MSE OR SIMILAR) BY CONTRACTOR ;TIF - I COUPLER, I /MECHANICAL N CONCRETE, TYP • b'' ] BARS BARS 3 m 0.25 S #4 "d" BARS, OR 0.25 S TYP TYP �- #4 @ 18, FOR COVER OVER 101-011- TYP 0'-0"tee_TYP • • "e" BARS #4 @ 12 ------SEE NOTE 1 #q @ 18 MAX INVERT _ • • co SLOPE 48.1 SLOPE 48.1 "g" BARS B #7 �- @ 8 IC SPAN, S T2 DRAINAGE SYSTEMCO TYP BOX CULVERT REINFORCEMENT NO SCALE STA 552+40.00 TO STA 554+30.00 DETAIL B B REINF, TYP Dist OUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 166 566 S �i o /� 3/24/11 Q'OFESSI REGISTERED IVIL ENGINEER DATE o0,41 ti UTHAYA Fc SANDIRASEGARAM 6/28/11 m PLANS APPROVAL DATE N°' C61444 A THE STATE OF CALIFORNIA OR /75 OFFICERS Exp,06/30/13 OR AGENTS SHALL NOT BE RESRONSTBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED q� of CA 1F COPIES OF T1,1I5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 FACE OF FORM SETTING BAR SPLICE BAR BPIGED C [CER FLANGED COUPLER R OR EQUIVALENT DETAIL B NO SCALE TEMPORARY WALL (MSE OR SIMILAR) BY CONTRACTOR � V � T11 AlREINF, TYP BOT SLAB REINF, TYP oil N r — — — — — — — — — m II II STAGE 1A STAGE 3 CONSTRUCTION STAGE 1A of CONSTRUCTION CONSTRUCTION of BOX CULVERT - STAGE CONSTRUCTION a DETAIL A oil NO SCALE DRAINAGE DETAILS oo'i ALC - NOTED to DD -9 O USERNAME =>TY LIN-RIv RELATIVE BORDER SCALE 0 2 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 DGN FILE => 84681 OiC009.dgn IS IN INCHES I I O N LU ? W l9 Z Q Z W J U-) J + N + O N O M .. Irl in G .-. cr o a O a _ F- _ F - Ln cn N to NOTE TEMPORARY WALL ON TOP OF NEWLY CONSTRUCTED BOX CITRUS AVE MAY BE REQUIRED TO SUPPORT FG ROADWAY DURING STAGE 3 CONSTRUCTION. .. i I -.. ..... ................... ----- -- -- .-- C� L SEE DETAIL A STAGE 1A STAGE 3 STAGE 1A CONSTRUCTION I CONSTRUCTION CONSTRUCTION ELEVATION NO SCALE TEMPORARY WALL (MSE OR SIMILAR) BY CONTRACTOR ;TIF - I COUPLER, I /MECHANICAL N CONCRETE, TYP • b'' ] BARS BARS 3 m 0.25 S #4 "d" BARS, OR 0.25 S TYP TYP �- #4 @ 18, FOR COVER OVER 101-011- TYP 0'-0"tee_TYP • • "e" BARS #4 @ 12 ------SEE NOTE 1 #q @ 18 MAX INVERT _ • • co SLOPE 48.1 SLOPE 48.1 "g" BARS B #7 �- @ 8 IC SPAN, S T2 DRAINAGE SYSTEMCO TYP BOX CULVERT REINFORCEMENT NO SCALE STA 552+40.00 TO STA 554+30.00 DETAIL B B REINF, TYP Dist OUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 166 566 S �i o /� 3/24/11 Q'OFESSI REGISTERED IVIL ENGINEER DATE o0,41 ti UTHAYA Fc SANDIRASEGARAM 6/28/11 m PLANS APPROVAL DATE N°' C61444 A THE STATE OF CALIFORNIA OR /75 OFFICERS Exp,06/30/13 OR AGENTS SHALL NOT BE RESRONSTBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED q� of CA 1F COPIES OF T1,1I5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 FACE OF FORM SETTING BAR SPLICE BAR BPIGED C [CER FLANGED COUPLER R OR EQUIVALENT DETAIL B NO SCALE TEMPORARY WALL (MSE OR SIMILAR) BY CONTRACTOR � V � T11 AlREINF, TYP BOT SLAB REINF, TYP oil N r — — — — — — — — — m II II STAGE 1A STAGE 3 CONSTRUCTION STAGE 1A of CONSTRUCTION CONSTRUCTION of BOX CULVERT - STAGE CONSTRUCTION a DETAIL A oil NO SCALE DRAINAGE DETAILS oo'i ALC - NOTED to DD -9 O USERNAME =>TY LIN-RIv RELATIVE BORDER SCALE 0 2 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 DGN FILE => 84681 OiC009.dgn IS IN INCHES I I x x NOTES "e" BARS ARE AT HALF SPACING. 2. FOR REINFORCEMENT SCHEDULE, SEE SHEET DD -6, 3. REINFORCING BARS ARE SYMMETRICAL ABOUT CL RCB, 0 I-10 CHANNEL CL RCB = CL SYMMETRY O C a J) 0 L. L c v� ROUTE MIN z SHEETS om w m m FILLET, TYP 167 566 0 BARS a� J z n LLJ #4 N B-12 Y o co J In W U ti UTHAYA Fc Q W = z U n L' 0 J BARS Ir LU x PLANS APPROVAL DATE � A CONST JT :v SLOPE 48 1 = SLOPE 48:1 T Y P €a N 4 m _ OR 46'ENT5 SHALL NOT aE 9E5RON519L E FOR s'4 ,P THE ACCURACY OR COMPLETENESS OF SCANNED of CAU 1F COPIES OF T1,1I5 PLAN SHEET. F -- 0.25 S #4 "d" BARS, OR 0.25 S • • SANBAG cl- TYP TYP U v, 1170 WEST 3RD STREET SAN BERNARDINO, CA 92410 z J � • � a a w 6.. z W Q v O Q 2 > U r o z D o z � a z a 0 u 0 I-10 CHANNEL CL RCB = CL SYMMETRY BORDER LAST REVISED 7/2/2010 2'' CLR TYP • • ♦ 2" CLR TYP "a" BARS Of W > 0 U x a 0 i 0 N —CONST JT = �o } I TYP TYP TYP TYPICAL SECTION 112 " = 1'-0'l DRAINAGE SYSTEM 1 n USERNAME ->TY LIN-Riv DGN FILE => 846810X01 "g'' BARS I-10 CHANNEL Dist COUNTY ROUTE MIN z SHEETS 08 SBd 10 FILLET, TYP 167 566 0 BARS "g" e ORR� I� #4 N - o x o co s • • ° • ® • U ti UTHAYA Fc o • • • ti SANDIRASEGARAM 6/28/11 m No. C61444 z INVERT 0 J BARS ALTERNATIVE LU PLANS APPROVAL DATE � A CONST JT :v SLOPE 48 1 = SLOPE 48:1 T Y P BORDER LAST REVISED 7/2/2010 2'' CLR TYP • • ♦ 2" CLR TYP "a" BARS Of W > 0 U x a 0 i 0 N —CONST JT = �o } I TYP TYP TYP TYPICAL SECTION 112 " = 1'-0'l DRAINAGE SYSTEM 1 n USERNAME ->TY LIN-Riv DGN FILE => 846810X01 "g'' BARS I-10 CHANNEL Dist COUNTY ROUTE TOTAL PROJECT z SHEETS 08 SBd 10 14.8/15.5 167 566 0 BARS "g" e ORR� I� #4 N S ( +�l " /, w�. ,✓ 3/24/11 REGISTERED IVIL ENGINEER DATE o PaUTHAY x —� Q s • • ° • ® • U ti UTHAYA Fc o • • • ti SANDIRASEGARAM 6/28/11 m No. C61444 • 0 J BARS LU PLANS APPROVAL DATE � A #4 0- 1 8 MAX, :v ° • = Exp 06/30/13 THE STATE OF CALIFORNIA OR 175 OFFICERS C I VIL T Y P €a N 4 m _ BORDER LAST REVISED 7/2/2010 2'' CLR TYP • • ♦ 2" CLR TYP "a" BARS Of W > 0 U x a 0 i 0 N —CONST JT = �o } I TYP TYP TYP TYPICAL SECTION 112 " = 1'-0'l DRAINAGE SYSTEM 1 n USERNAME ->TY LIN-Riv DGN FILE => 846810X01 "g'' BARS I-10 CHANNEL Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 167 566 RCB = CL SYMMETRY "C" BARS "g" e ORR� I� #4 N S ( +�l " /, w�. ,✓ 3/24/11 REGISTERED IVIL ENGINEER DATE o PaUTHAY • •- - • s • • ° • ® • ti UTHAYA Fc o • • • ti SANDIRASEGARAM 6/28/11 m No. C61444 • Ln J BARS "O" BARS PLANS APPROVAL DATE � A #4 0- 1 8 MAX, :v ° • = Exp 06/30/13 THE STATE OF CALIFORNIA OR 175 OFFICERS C I VIL T Y P €a m _ OR 46'ENT5 SHALL NOT aE 9E5RON519L E FOR s'4 ,P THE ACCURACY OR COMPLETENESS OF SCANNED of CAU 1F COPIES OF T1,1I5 PLAN SHEET. F -- 0.25 S #4 "d" BARS, OR 0.25 S • • SANBAG PARSONS 3200 EAST GUASTI ROAD TYP TYP U 1170 WEST 3RD STREET SAN BERNARDINO, CA 92410 SUITE 200 #4 0- 8, FOR COVER OVER 1 0'-0" -�� � • ONTARIO, CA 91761 6.. T Y P "e" BARS SEE NOTE 1 #4 @ 18, TYP #4 @ 18 MAX INVERT m SLOPE 48:1 SLOPE 481 Do "g" BARS B "f" z BARS uCn SPAN, S T2 TYP BOX CULVERT REINFORCEMENT NO SCALE DRAINAGE SYSTEM OS STA 554+30.00 TO STA 562+00.00 2 - 8 X 8 RCB STAGE 1A BOX CULVERT CONSTRUCTION NO SCALE RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 STAGE 3 BOX CULVERT CONSTRUCTION 151 NO SCALE �I oo a � DRAINAGE DETAILS o SCALE AS NOTED o w O DD -10 �ol O PROJECT NUMBER & PHASE 0800000745 N o Qo Q co Q N + ; M Ln :v €a a F -- F-- v1 U STAGE 3 BOX CULVERT CONSTRUCTION 151 NO SCALE �I oo a � DRAINAGE DETAILS o SCALE AS NOTED o w O DD -10 �ol O PROJECT NUMBER & PHASE 0800000745 x x BORDER LAST REVISED 7/2/2010 G� RCB = (L SYMMETRY = $ I-10 CHANNEL FG Ir w 0 0 U � X 17'-11 a �l 3/q" MIN a FILLET, TYP � I 0 r 0 i INVERT ALTERNATIVE CONST JT SLOPE 48:1 SLOPE 481 CONST JT a- 8" 8 TYP I� TYP TYP MIN TYPICAL SECTION /2'' = 1'-0'' DRAINAGE SYSTEM Oo STA 5S_'+00.00 TO 566+90.00 USERNAME ->TY LIN-Riv DGN FILE => 846810X01 RELATIVE BORDER SCALE IS IN INCHES NOTE 1. "e" BARS ARE AT HALF SPACING. 2. FOR REINFORCEMENT SCHEDULE, SEE SHEET DD -6. 3. REINFORCING BARS ARE SYMMETRICAL ABOUT (� RCB. g" BARS I-10 CHANNEL Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 168 566 S �i o /� 3/24/1 1 QaaFess aN REGISTERED CIVIL ENGINEER DATE o 4� ti UTHAYA Fc SANDIRASE GARAM 6/28/11 m PLANS APPROVAL DATE No. 061444 A THE STATE OF CALIFORNIA OR /75 OFFICERS Exp,06/30/13 OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED q� of CAU1FOR�l COPlE5 OF THI5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 2" CLR TYP "f' v BARS Z V, #4 0 • • • CCj x —� Q "b" ] BARS U BARS 0 #4 @ 18 MAX, TYP Lu m • 0.25 S #4 "d" BARS, OR 0.25 S — #4 @ 18, FOR COVER OVER 1 0'-0" — N 4 BORDER LAST REVISED 7/2/2010 G� RCB = (L SYMMETRY = $ I-10 CHANNEL FG Ir w 0 0 U � X 17'-11 a �l 3/q" MIN a FILLET, TYP � I 0 r 0 i INVERT ALTERNATIVE CONST JT SLOPE 48:1 SLOPE 481 CONST JT a- 8" 8 TYP I� TYP TYP MIN TYPICAL SECTION /2'' = 1'-0'' DRAINAGE SYSTEM Oo STA 5S_'+00.00 TO 566+90.00 USERNAME ->TY LIN-Riv DGN FILE => 846810X01 RELATIVE BORDER SCALE IS IN INCHES NOTE 1. "e" BARS ARE AT HALF SPACING. 2. FOR REINFORCEMENT SCHEDULE, SEE SHEET DD -6. 3. REINFORCING BARS ARE SYMMETRICAL ABOUT (� RCB. g" BARS I-10 CHANNEL Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 168 566 S �i o /� 3/24/1 1 QaaFess aN REGISTERED CIVIL ENGINEER DATE o 4� ti UTHAYA Fc SANDIRASE GARAM 6/28/11 m PLANS APPROVAL DATE No. 061444 A THE STATE OF CALIFORNIA OR /75 OFFICERS Exp,06/30/13 OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED q� of CAU1FOR�l COPlE5 OF THI5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 2" CLR TYP "f' v BARS c�� � ORTJ "g" #4 • • • "b" ] BARS BARS #4 @ 18 MAX, TYP m • 0.25 S #4 "d" BARS, OR 0.25 S — #4 @ 18, FOR COVER OVER 1 0'-0" — TYP 6' "e" BARS SEE NOTE 1 2" CLR #4 @ 18, TYP #4 @ 18 MAX TYP INVERT . . . . m — "d" BARS SLOPE 48:1 SLOPE 48.1 • • . . • • • • . •. f 'gBARS B.. "f" t� BARS SPAN, S T2 0 1 2 3 1 1 1 1 1 1 1 � m TYP BOX CULVERT REINFORCEMENT NO SCALE ~I �o DRAINAGE DETAILS o1 ALE AS SHOWN 0 DD -110 w 0 Wo i 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 2- 8'X8' RCB x 00 0 >- w o > - 567+00 W W Q w A — PARAPET x B11-47 CABLE RAILING 566+90.00 BEGIN C ° TRANSITION o I EXPANSION JOINT, o L. STRUCTURE I�/ C L SEE SHEET DD -7 a c w m a� n J z LLJ J In W aw = UD U x Ir O a a z W o = U z w z � a z z 0 z 0 x a o WEAKENED PLANE 24'-0'' Q- AND WEEP HOLES 0 CONCRETE z PARAPET w a D82 L _ Lu � WEEP HOLEe TYP a 1080.52 z 0 x a �Id 0 00 Lu EXPANSION JOINT, 2-8'X8' RCB SEE SHEET DD -7 Ln 4T N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810X01 #4 9 12 25'-0" CABLE RAILING "a" BARS NOT SHOWN 125' TRANSITION STRUCTURE CABLE RAILING NOT SHOWN PLAN NO SCALE DRAINAGE SYSTEM Oo STA 566+90.:'; TO ` 13 125'-11/2" TRANSITION STRUCTURE 25'-0" 125'CONC TRAPEZOIDAL CHANNEL TRANSITION TO EXISTING "d" Bars "a" BARS 25'-0" "b" BARS "-#4 @ 12 558+00 -�L I-10 CHANN-L 'b'BARS MIN AND 1'-0" VARIES G PROVIDE 9" Z�yP THK BULB BARSG -F - ' 2 0" �s WEAKENED BO -3 TYP BARS PLANE 3-2 SECTION A -A NO SCALE RELATIVE BORDER SCALE 0 1 23 IS IN INCHES I I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS B 08 SBd 10 14.8/15.5 169 566 S 3/24/1 1 QaaFEss aN REGISTERED IVIL ENGINEER DATE o 4, tie UTHAYA �y SANDIRASEGARAM c 6/28/11 m PLANS APPROVAL DATE N°' C61444 A AExp. 06/30/13 THE STATE OF CALIFORNIA OR /TS OFFICERS OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED +� COPlE5 OF T11J5 PLAN SHEET. CALIF O +i Q SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SUITE200 SAN BERNARDINO, CA 92410 ONTARIOO,, CA 91761 N EXISTING TRAPEZOIDAL CHANNEL #4 x 2'-0" @ 12 DRILL AND B BOND DOWELS, TYP 16'-6" - 27'-4"± 1'-0" MIN AND VARIES BO -3 CABLE RAILING TYP B11-47 BARS EXISTING -0" W a" BARS 12 a TYP 2'-0" 1092,54± ti 25 z Q7 +1 a MATCH EXIST 1 +i WEEP HOLE AND o FOR SECTION PERVIOUS o N n BACKFILL GSR • s �yP #4 @ 12 C" BARS SECTION B -B NO SCALE _I MEASURED ALONG � I-10 CHANNEL 24'-0'' 1 -11121' EXISTING TRAPEZOIDAL CHANNEL 1092,54± +i_ NOTE2 a MATCH EXIST FOR SECTION C -C AND "a" BARS o N INVERT INFORMATION SEE SHEET DD -14. N . CONST JOINT #4 x 2'-0" @ 12 fl DRILL AND BOND " DOWELS of a � DRAINAGE DETAILS I oI NO SCALE DD -12 i 0, o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 x 0 O L. C L Q C om > w m a 0 J z LLJ B2 Y J In W Q W = UD U x Ir N Ir w a a z w o = U u> z o � z � a z a 0 RCB REIT DRAINAGE SYS 2- 8'x8' RCB 00 BORDER LAST REVISED 7/2/2010 SECTION F -F AT PARAPET - I, -Gu USERNAME ->TY LIN-Riv DGN FILE => 846810X01 AINAGE SYSTEM &D 5' TRANSITION STRUCTURE TOP OF PARAPET RELATIVE BORDER SCALE IS IN INCHES 3LE RAILING z W - 0 0 -0 1INVERT ALTERNATIVE CONST JT SLOPE 48:1 x —� a 0 LU BORDER LAST REVISED 7/2/2010 SECTION F -F AT PARAPET - I, -Gu USERNAME ->TY LIN-Riv DGN FILE => 846810X01 AINAGE SYSTEM &D 5' TRANSITION STRUCTURE TOP OF PARAPET RELATIVE BORDER SCALE IS IN INCHES 3LE RAILING Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 171 566 S �i o /� 3/24/1 1 QaaFess aN REGISTERED CIVIL ENGINEER DATE o 4� ti UTHAYA Fc SANDIRASE GARAM 6/28/11 m PLANS APPROVAL DATE N°' C61444 A THE STATE OF CALIFORNIA OR /75 OFFICERS Exp,06/30/13 OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED q� of cAU1FOR�l COPlE5 OF THJ5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 FG --PARAPET WALL CHANNEL WALL (BEYOND) CONST JT (_" 6�� j 8��2 g" T r TYP r� TYP MIN TYPICAL SECTION /2" = 1 '-o" DRAINAGE SYSTEM 00 AT 566+90.00 0 2 3 iI I�I�I UNIT 2232 v rn DRAINAGE DETAILS SCALE: AS SHOWN DD -14 PROJECT NUMBER & PHASE 0800000745 10 e O 0O i 17'-11" W - FILLET, TYP SLOPE 48:1 0 -0 1INVERT ALTERNATIVE CONST JT SLOPE 48:1 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 171 566 S �i o /� 3/24/1 1 QaaFess aN REGISTERED CIVIL ENGINEER DATE o 4� ti UTHAYA Fc SANDIRASE GARAM 6/28/11 m PLANS APPROVAL DATE N°' C61444 A THE STATE OF CALIFORNIA OR /75 OFFICERS Exp,06/30/13 OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED q� of cAU1FOR�l COPlE5 OF THJ5 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 FG --PARAPET WALL CHANNEL WALL (BEYOND) CONST JT (_" 6�� j 8��2 g" T r TYP r� TYP MIN TYPICAL SECTION /2" = 1 '-o" DRAINAGE SYSTEM 00 AT 566+90.00 0 2 3 iI I�I�I UNIT 2232 v rn DRAINAGE DETAILS SCALE: AS SHOWN DD -14 PROJECT NUMBER & PHASE 0800000745 10 e O 0O C 60'' 0 SD PIPE I TRIPLE BOX CULVERT EXTERIOR W (REINF NOT SHOWN) a 8' X 8' RCB OG L/ -- -- - - - - -- --———————— ------ ----------- -- -- — — — I I I I I - - - - - - - - - - - - - - - - -� I I SECTION A—A <11 ROUND PER DRAINAGE STRUCTURE SQ NOTE 1 8' X 8' TRIPLE CONCRETE BOXCULVERTCOLLAR O 2 I Q ,®` Z {� 0 x a 10+00.00 (L 60'' SD= `-.) 551+78.44 I-10 CHANNEL JUNCTION STRUCTURE 0 Lu Jr N `!`' BORDER LAST REVISED 7/2/2010 PLAN 1/4" = 1 '-0" USERNAME ->TY LIN-Riv DGN FILE _> 846810iCO15.dgn I-10 CHANNEL 8'X 8' DOUBLE BOX CULVERT 0@ RELATIVE BORDER SCALE IS IN INCHES Dist COUNTY ROUTE IHS 8'-O/2' MAX TOTAL PROJECT No. SHEETS AND VARIES 08 SBd 10 14.8/15.5 172 566 #5 @ 6 S (J Y{ /f -✓ 3/24/11 QaaFEss aN TOP & BOTTOM REGISTERED CIVIL ENGINEER DATE o 4� ti UTHAYA y C 60'' 0 SD PIPE sANDIRASEGARAM z 6/28/11 061444 PLANS APPROVAL DATE Exp, 06/30/13 THE STATE OF CALIFORNIA OR /75 OFFICERS OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P I THE ACCURACY OR COMPLETENESS OF SCANNED 1/1 of cAE1FOR�l 12 TOP, #4 Ca COPIES OF THIS PLAN SHEET. \ \ � 1 . BOTTOM AND SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SIDE FACES SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 -c 60" 0 SD PIPE 9 #4 @ 12 / VIEW B -B BOTH SIDES x CONCRETE COLLAR 8' X 8' TRIPLE /' ADDITIONAL BOX CULVERT / #7 @6 TOT 5 OO / EACH SIDE -- --- - - - -- //-- - - - - -- - - RCB REINFORCEMENT RCB REINFORCEMENT 8' X 8' TRIPLE BOX CULVERT - 00 0 1 2 3 1 1 I i I SECTION C—C /2" = 1 '-0 #4 1 0 @ 12 TOP, BOTTOM AND SIDE FACES #4 (A 12 SIDE FACES CONCRETE COLLAR --\ #5\j@7 TOP & BOTTOM REINFORCEMENT DETAILS \� 9S a � I /2" o� DRAINAGE DETAILS og' SCALE. AS -I duN o ' DD -15 O UNIT 2232 PROJECT NUMBER & PHASE 0800000745 X X y Exist. 24'' cmp, inlet, headwall, footing, and rsp (per Caltans project EA497501 sheet DP -9) Remove Exist. RSP. B Construct RSP per DD -26 — Exist. Inv. Elev.=1070.3± For corner steel detail see Section C -C C C 1'-10 1/211 3/4" Chamfer I exist. 24'' cmp I I�I I I I _ I A-r--1-J� I I I I I I I I B III'\�130'P L`— _)s-iL�L� 6— 00 N I M I I Ar I I � Exist. headwa I I �—— (per Caltrans project EA497501 sheet DP -9) SECTION A -A FRONT ELEVATION "L" HEADWALL U Q T L O r U X o o 0 UQ C �o W Lu n� o N BORDER LAST REVISED 7/2/2010 station/offset point per plan new headwall and footing Omit rounding for pipes less than 48'' diameter I L------ 7 1 f2" 2" SECTION 13-13 NOTES, 1. All reinforcing steel #4 bars. all vertical and horizontal tie bars 1'-6" maximum spacing USERNAME ->TY LIN-Riv DGN FILE => 846810X01 MODIFIED D89 "L" HEADWALL note 1. Contractor to verify actual field conditions prior to construction, and shall notify resident engineer immediately if field conditions do not match what is shown on these plans. � f I j Dri I I and grout min. NL 12'' into existing Corner Steel headwall Deta i I SECTION C -C THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I MH I Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 173 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN ti B. FRIESON z 06/28/11 " Na C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F of CALIF COPIES OF T11I5 PIAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 I I i Ck -ete mortar Support pipe across trench with 2000 psi concrete backfill. The minimum opening into existing MH shall be outside diameter of the pipe plus 1 CONNECT TO EXISTING MH UNIT 2232 DRAINAGE DETAILS PROJECT NUMBER & PHASE NO SCALE DD -16 0800000745 0 ro 0 X X shoulder or slope C p o 0— Xp om w a� J z B U� J In aw U n > m n LLJ Y U W = L' 1 Ir o o L 3 112'' x 114'' Bar L O T U N w � - J U o o 0 � 0 J a z W DRAINAGE 3 O o � w 0 0 m station/offset NO SCALE w per drainage 0, DD -17 w profile z lj� (Except with a � apron) � + z o PROJECT •U � o w' X Q BORDER LAST REVISED 7/2/2010 TG elev. at -Barrier or wall station/offset per (where occurs) drainage profile varies 0.00 min Some slope 4.76' max as shoulder T.J P � � D 1 01 0 o. c � � p. p T 1 3/4' T i 1 �1 5/81' x 3 5/81' Keys SECTION A -A Barrier or wall Q Grate Type 24 1 T o L 3 112'' x 114'' Bar L O T U X o J U 0 o DRAINAGE DETAILS a �o Ww NO SCALE n� 0, DD -17 o N BORDER LAST REVISED 7/2/2010 TG elev. at -Barrier or wall station/offset per (where occurs) drainage profile varies 0.00 min Some slope 4.76' max as shoulder T.J P � � D 1 01 0 o. c � � p. p T 1 3/4' T i 1 �1 5/81' x 3 5/81' Keys SECTION A -A Barrier or wall PLAN 4 f4" �• 4 1 x 311 x 1/4'' I Angle 41. _ 3/16 #4 Min anchors CROSS SECTION 'Thru frame) 1/4'' 3/16" � X11 INLET CASE 2 Grate Type 24 1 (For details not shown o L 3 112'' x 114'' Bar T 3'-11 3/411 T PLAN 4 f4" �• 4 1 x 311 x 1/4'' I Angle 41. _ 3/16 #4 Min anchors CROSS SECTION 'Thru frame) 1/4'' 3/16" � X11 �1 /2'1 GRATE FRAME FOR MODIFIED TYPE GDO INLET MODIFIED TYPE GDO INLET CASE 1 (For details not shown see Std. Plan D74B8 and D77A) (See DD -20 for Depression Detail when required per Drainage Profile) 2 c e Cc e g i k m o g s u 5 g i Cp r t �COz f f 7 j n p r t 8 b d *eg USERNAME ->TY LIN-Riv DGN FILE => 846810X01 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE IS IN INCHES L-- 1 /211 x 1 /4" gar 2 3 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 174 566 03/24/11 AOFESS 10 REGISTERED CIVIL ENGINEER DATE oe Nay STEVEN y B. FRIESON 06/28/11 Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR /T5 OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED 4jF of CALL COPIES OF TH/5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 station/offset per drainage prof 1le 11 5/8'' x 3 5/811 Keys SECTION A -A T -11 _;'411 T W A co M A i N MODIFIED TYPE GDO INLET CASE 2 (For details not shown o L 3 112'' x 114'' Bar 3 ddd (6)f n 13 c m 411 x 3'' x 114'' Angle n n 0 o �1 /2'1 GRATE FRAME FOR MODIFIED TYPE GDO INLET MODIFIED TYPE GDO INLET CASE 1 (For details not shown see Std. Plan D74B8 and D77A) (See DD -20 for Depression Detail when required per Drainage Profile) 2 c e Cc e g i k m o g s u 5 g i Cp r t �COz f f 7 j n p r t 8 b d *eg USERNAME ->TY LIN-Riv DGN FILE => 846810X01 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE IS IN INCHES L-- 1 /211 x 1 /4" gar 2 3 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 174 566 03/24/11 AOFESS 10 REGISTERED CIVIL ENGINEER DATE oe Nay STEVEN y B. FRIESON 06/28/11 Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR /T5 OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED 4jF of CALL COPIES OF TH/5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 station/offset per drainage prof 1le 11 5/8'' x 3 5/811 Keys SECTION A -A T -11 _;'411 T W A co M A i N MODIFIED TYPE GDO INLET CASE 2 (For details not shown see Std. Plan D74B and D77A) Ali 3 ddd (6)f n 13 c 14 g C16� f m n n 0 o o DRAINAGE DETAILS a NO SCALE 0, DD -17 �wlo o ,ol UNIT 2232 PROJECT NUMBER & PHASE 0800000745 x x Riser Safety Cage Apron N TG elev. at middle point 0% Slope 0 >- m C. w U ° m W � W w m ° Proposed I-10 Channel m 0 (Rebar not shown O See I-10 x Details r U 4'' x 3" x 1 /4" f on Sht; DD -XX) U z O d 0 0 v lo 1 5/8" x 3 5/8" Keys 0 8-#5 (Diagonal Bar) m (Additional Reinforcement T 1-11 7/8'' 1-11 7/8" T r z Protect Opening) � z 2 O X a ''CI1'' 811+64.25 45.86'Lt = 'I-10'Channel Sta. 563+78.00 4.14' Lt. 1091.75 TG BORDER LAST REVISED 7/2/2010 T I 3'-11 3/4'' I T SECTION A -A Q Grate Type 24 T T 3'-11 3/4'' L O M r U 4'' x 3" x 1 /4" f X o U 0 C �o Ww n o [Q N BORDER LAST REVISED 7/2/2010 T I 3'-11 3/4'' I T SECTION A -A USERNAME ->TY LIN-Riv DGN FILE => 846810X01 PLAN co M A N ,4 - 1 /4 4" x 3'' x 1 /4'' Angle r0 3/16 #4 Min anchors CROSS SECTION _ Thru frame) 4'-3/4" Grate Type 24 T 3'-11 3/4'' T USERNAME ->TY LIN-Riv DGN FILE => 846810X01 PLAN co M A N ,4 - 1 /4 4" x 3'' x 1 /4'' Angle r0 3/16 #4 Min anchors CROSS SECTION _ Thru frame) 4'-3/4" 1 /2'' GRATE FRAME FOR MODIFIED 8-#5 (Diagonal Bari Additional Reinforcement (BOX REINFORCEMENT NOT SHOWN) TYPE GDO INLET 1 /2'' x 1 /4'' ar SECTION B -B NOTE= ALL REINFORCEMENTS SHALL BE 2" CLEAR FROM THE HOLE MODIFIED TYPE GDO INLET CASE 3 (For details not shown see Std. Plan D74B and D77A) (See DD -22 for Apron Detail) 18 a THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 02 3 IS IN INCHES I 1 I Inlet Length 4'' Max centE Lu st Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SB d 10 14.8/15.5 175 566 03/24/11 AOFESSJQ REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN ti B. FRIESON z 06/28/11 Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9jF of CALIF COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 C a t 0 c PLAN #3 Bars throughout with welded joints 0 2 ELEVATION RISER SAFETY CAGE DETAIL (for details and notes not shown see Std. Plan D93B) UNIT 2232 DRAINAGE DETAILS NO SCALE DD -18 PROJECT NUMBER & PHASE 0800000745 5 o ro L � 3 112'' x 1 /4" Bar M 4'' x 3" x 1 /4" f Angle 1 /2'' GRATE FRAME FOR MODIFIED 8-#5 (Diagonal Bari Additional Reinforcement (BOX REINFORCEMENT NOT SHOWN) TYPE GDO INLET 1 /2'' x 1 /4'' ar SECTION B -B NOTE= ALL REINFORCEMENTS SHALL BE 2" CLEAR FROM THE HOLE MODIFIED TYPE GDO INLET CASE 3 (For details not shown see Std. Plan D74B and D77A) (See DD -22 for Apron Detail) 18 a THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 02 3 IS IN INCHES I 1 I Inlet Length 4'' Max centE Lu st Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SB d 10 14.8/15.5 175 566 03/24/11 AOFESSJQ REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN ti B. FRIESON z 06/28/11 Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9jF of CALIF COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 C a t 0 c PLAN #3 Bars throughout with welded joints 0 2 ELEVATION RISER SAFETY CAGE DETAIL (for details and notes not shown see Std. Plan D93B) UNIT 2232 DRAINAGE DETAILS NO SCALE DD -18 PROJECT NUMBER & PHASE 0800000745 5 o ro For details not shown, see Standard Plan D77A 1k" Frame anchor may Equal length be bent as necessary es. See to clear Reinf Note 16 #4 @ 12 17 @6 #4 @6 c. >- W m U o > Barrier/Dike — 0.00' -Case 1a 1.02' -Case 1b TG elev. at station/offset per drainage profile #4 @ 6 Some slope as shoulder #4 hoops @ 12 2,_011 j #4 bars, Tot 2 > w � L � Q c. #4 Tot 2 1 I #3�@ 4 fz" L C I r z 0 w #4 @ 12 o LL a w m } z T I w c� > _ SECTION C -C BORDER LAST REVISED 7/2/2010 0 I 1'' Chamfer 3'' Fillet 1 �L1i" 1 5/8"'1 x 3 Keys IST I T 1 SECTION B -B CASE 1 1 / min #7 @ 6 bend 71' into walls SECTION B -B STATION/ 08 SBd 10 14.8/15.5 76 566 x I om > INLET ID w m B STEVEN a� c Case 1a 3.75' J z LLJ 8" p J In W 2.95' 0.00' Q W = Case 1b 2.95' UD U 6" 0 X p Case 2 Ir � 2.95' 0.00' N 21 c Case 1c 3.35' 3.50' 0.28' 8" 21 h o' w 2,95' 3.50' + N o_ C' � - 0 Case 2 J � 0 W 8'' 1 a z 0 3 o O � 0U � z W � w m C o z Q � U� a � + o TyI station/ofi zo drainage pr x a (Case 1) — o (Case 2) — a o a a F N U Z I m Q � N F— o � �o + Z + w E � � Q LU p w 2 U � Q T L O r U X o J U 0 �o �LU I- --:X o N BORDER LAST REVISED 7/2/2010 0 I 1'' Chamfer 3'' Fillet 1 �L1i" 1 5/8"'1 x 3 Keys IST I T 1 SECTION B -B CASE 1 1 / min #7 @ 6 bend 71' into walls SECTION B -B MODIFIED TYPE G2 INLET (For details not shown see Std, Plan D73 and D77A) 14 a 19 bf i *XDM THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846810ic019.dgn IS IN INCHES I Dist COUNTY ROUTETOTAL PROJECT J No. SHEETS STATION/ 08 SBd 10 14.8/15.5 76 566 x INLET ID OFFSET LOC. A B STEVEN T 14 e Case 1a 3.75' 3.50' 0.28' 8" 1 9 b Case 1b 2.95' 2.95' 0.00' 6" 1 9 f Case 1b 2.95' 2.95' 0.00' 6" 19 Case 2 2.95' 2.95' 0.00' 8" 21 c Case 1c 3.35' 3.50' 0.28' 8" 21 h Case 1a 2,95' 3.50' 0.28' 8" 21 Case 2 2.95' 3.50' 0.28' 8'' MODIFIED TYPE G2 INLET (For details not shown see Std, Plan D73 and D77A) 14 a 19 bf i *XDM THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846810ic019.dgn IS IN INCHES I Dist COUNTY ROUTETOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 76 566 x 03/24/11 �aN4( 0 REGISTERED CIVIL ENGINEER DATE oPP�FEss STEVEN 9 B, FRIESON 06/28/11 211 m No. C4 0 I PLANS APPROVAL DATE A Exp 03/31 /11 2 THE STATE OF CALIFORNIA OR /TS OFFICERS CIVIL I OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sp c '9jF Barrier, w a l l THE ACCURACY OR COMPLETENESS OF SCANNED of CALIF 9e7 COPIES OF T11/5 PLAN SHEET. or dike per 00 e SANBAG ENGINEERING, INC. �BIRGF 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 TG elev. at station/offset per drainage profile on per i 21,22 1Same slope mein as gutter s x 0 1 0l 0 I Q0 9e7 00 tD station/offset per drainage profile UNIT 2232 T 2'-01 T r r 1 SECTION D -D .vl D iv MODIFIED TYPE G3 INLET (For details not shown see Std. Plan D73 and D77A) (See DD -20 for Depression Detail when required per Drainage Profile) o p P 11 i k g 22 j o 23 d II p oo DRAINAGE DETAILS oil NO SCALE ool DD -19 wo �o I PROJECT NUMBER & PHASE 0800000745 x Normal FL Barrier or slope T L TG Elev. at station/offset r U per drainage profile X o U Straight grade O Shoulder slope —y m c U Ww w Isolation Joint D=1 1/4" > w � w Q see note 1 n o N X SECTION A -A z 0 w o LL r i � Inlet depression c� w > Flow line Dir-ectio h of flow C' CD w > m aC� c Clear 3'-0 3 0.. a a w = grate 0 opening 0 X PROFILE w t 0 ° � w 3 0 Flow line at edge station/offset per of barrier or toe r drainage profile U z of slo e P 7"-0'' m z w C- 3'- 0 c U O a � v Direction of flow +` o W=6.5' (mod GDO) Same cross slope W=4,5"(mod G3) z �o as shoulder 2 X� Valley A Slope break line o Isolation a Joint BORDER LAST REVISED 7/2/2010 INLET DEPRESSION ON GRADE mod TYPE GDO AND mod T,=' (For details not shown see Std, Plan D78B) ((2�j� q ddd rj e (6* J)0p r t 8 b d QQ f M@ o USERNAME ->TY LIN-Riv DGN FILE => 846810X02 notes 1. Construct top of inlet to match roadway cross fall. 2. See sheets DD -17,18,19 for mod Type GDO and mod Type G3 inlet details. Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 177 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Nay STEVEN y B. FRIESON O /28/11 , Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CAIIFORM.4 OR /TS OFFICERS OR AGENTS SHALI NOT BE 9ESRON5/9LE FOR sp CIVIL P THE ACCURACY OR '0YPZfTENES5 OF SCANNED '9�F of CALIF COPIES OF T11/5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 Q SAN BERNARDINO, CA 92410 UPLAND, CA 91786 it TG Elev. at station/offset Normal FL o per drainage profile _L ----- 3'-O'' 3'-0" 4'-0'' see note 1 SECTION E -E Normal FLS Straight grade Shoulder slope D=1 1/4 �TGElev. at station/offset Isolation Joint per drainage profile see note 1 SECTION D -D Isolation o Joint Slope breakline D Valley 2 `— Clear Same cross slope grate y as shoulder opening E E + c Flow line station/offset per 3'-0' a° a 7'-0" drainage profile D INLET DEPRESSION ON GRADE mod TYI 1 C a (For details not shown see Std. Plan D78B) n 00 � o a � I DRAINAGE DETAILS 0 00 NO SCALE wo THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY DD -20 a o O RELATIVE BORDER SCALE o IS IN INCHES z 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 T L O r U X o U O C Ww � n o N BORDER LAST REVISED 7/2/2010 INLET DEPRESSION ON GRADE mod TYPE GDO AND mod T,=' (For details not shown see Std, Plan D78B) ((2�j� q ddd rj e (6* J)0p r t 8 b d QQ f M@ o USERNAME ->TY LIN-Riv DGN FILE => 846810X02 notes 1. Construct top of inlet to match roadway cross fall. 2. See sheets DD -17,18,19 for mod Type GDO and mod Type G3 inlet details. Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 177 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Nay STEVEN y B. FRIESON O /28/11 , Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CAIIFORM.4 OR /TS OFFICERS OR AGENTS SHALI NOT BE 9ESRON5/9LE FOR sp CIVIL P THE ACCURACY OR '0YPZfTENES5 OF SCANNED '9�F of CALIF COPIES OF T11/5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 Q SAN BERNARDINO, CA 92410 UPLAND, CA 91786 it TG Elev. at station/offset Normal FL o per drainage profile _L ----- 3'-O'' 3'-0" 4'-0'' see note 1 SECTION E -E Normal FLS Straight grade Shoulder slope D=1 1/4 �TGElev. at station/offset Isolation Joint per drainage profile see note 1 SECTION D -D Isolation o Joint Slope breakline D Valley 2 `— Clear Same cross slope grate y as shoulder opening E E + c Flow line station/offset per 3'-0' a° a 7'-0" drainage profile D INLET DEPRESSION ON GRADE mod TYI 1 C a (For details not shown see Std. Plan D78B) n 00 � o a � I DRAINAGE DETAILS 0 00 NO SCALE wo THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY DD -20 a o O RELATIVE BORDER SCALE o IS IN INCHES z 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 I X I X station/offset per o Apron -Horizontal Control X - 00 N 0 X1 X2 X3 Y1 Y2 �w Y4 w 1081.54 CP1 m O 1081.62 O O � w 6 I a z m 2.00 0 3 r z 2.00 O I c� w > 790+70.73 0 z w 790+78.52 81.86 x in h 21 3.95 I 2,00 4.98 om w > m 4.00 4.24 I-10 791+20.72 85.65 Rt a� J z n LLJ 86.36 p B� J In Y W n 3.95 Q W UD = U 4.98 o Apron -Horizontal Control X - 00 N Inlet Unit X1 X2 X3 Y1 Y2 �w Y4 Y5 1081.54 CP1 m O 1081.62 O 1081.85 In 6 I a z W 2.00 0 3 o w 2.00 O � I-10 790+70.73 0 U I-10 790+78.52 81.86 � z h PLAN Flow line System Apron Unit Inlet Unit X1 X2 X3 Y1 Y2 Y3 Y4 Y5 1081.54 CP1 1081.59 1081.51 1081.62 CP2 1081.85 1081.84 1081.86 1081.92 6 e f 3.95 2.00 2.00 4.98 2.00 2.00 4.49 4.00 I-10 790+70.73 81.18 Rt I-10 790+78.52 81.86 Rt 6 h 21 3.95 2.00 2,00 4.98 2.00 2.00 4.00 4.24 I-10 791+20.72 85.65 Rt I-10 791+28.50 86.36 Rt 6 m n 3.95 2.00 2.00 4.98 2.00 2.00 4.49 4.49 I-10 791+67.31 88.24 Rt I-10 791+75.25 88.60 Rt 20 c d3.95 3.50 3.50 3.00 3.50 1.50 3.00 3.00 I-10 816+94.67 105.60 Rt I-10 817+05.50 105.57 Rt 21 i J 4.84 2.50 2.50 4.29 2,50 1.00 3.00 3.00 I-10 813+26.76 113.61 Rt I-10 813+36.49 113.22 Rt w v > + w C Q Apron -Vertical Control O � a � z o U � WI '^ z � O X Q o � L � ao Qa System ApronInlet Unit Unit Z1 Z2 Z3 Z4 Z5 Z6 Z7 Z8 Z9 6 e f 1081.33 1081.34 1081.34 1081.53 1081.54 1081.55 1081.59 1081.51 1081.62 6 h 1081.85 1081.84 1081.86 1081.92 1081.82 1081.94 1081.98 1081.88 1081.99 6 m n 1082.13 1082.12 1082.14 1082.23 1082.11 1082.20 1082.28 1082.15 1082.24 20 c d 1095.30 1095.31 1095.31 1096.30 1096.60 1097.05 1096.30 1095.80 1097.05 21 J 1093.20 1093.21 1093.21 1094.70 1093.23 1094.40 1094.70 1093.23 1094.40 THE ACCUFACY OR COMPLETENESS OF SCANNED of COPIES OF T1115 PLAN SHEETC, L U Q SANBAG F N Dist COUNTY U Z SHEET TOTAL I m Q � OS - - - - ------------------ N f - SHEETS ho � x o � 10 14.8/15.5 �o 566 -- ---------------FL 0 oo. Gutter xo z X095 9 so 03/24/11 a0FEss1a w DATE oe Pay E� STEVEN station/offset per drainage profile a center of box 9 B. FIR ESON a 06/28/11 C421m PLANS APPROVAL DATE No. A Exp 03/31 /1 /12 THE STATE OF CALIFORNIA OR /TS oLu Lu OR 46`ENT5 SHALL NOT BE RESPONSIBLE FOR Sp c '9jF THE ACCUFACY OR COMPLETENESS OF SCANNED of COPIES OF T1115 PLAN SHEETC, L U Q SANBAG T 1170 W 3RD STREET L O SAN BERNARDINO. CA 92410 r U X o J U 0 �o Lu n 1 o 1, N BORDER LAST REVISED 7/2/2010 PCC APRON DETAIL 1 C6ehm *0 20 c USERNAME =>TY LIN-Riv DGN FILE => 846810X02 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 02 3 IS IN INCHES I 1 I station/offset per r%lv Mrnvil vr-I MIL. c End Retaining Wall 792E Wall/Gutter 3.08' So Dist COUNTY ROUTE POST MILES SHEET TOTAL a OS - - - - ------------------ TOTAL PROJECT No. SHEETS ho � x 08 SBd 10 14.8/15.5 178 566 -- ---------------FL 0 oo. Gutter xo X095 9 so 03/24/11 a0FEss1a REGISTERED CIVIL ENGINEER DATE oe Pay STEVEN station/offset per drainage profile a center of box 9 B. FIR ESON PCC 06/28/11 C421m PLANS APPROVAL DATE No. A Exp 03/31 /1 /12 THE STATE OF CALIFORNIA OR /TS OFFICERS CIVIL OR 46`ENT5 SHALL NOT BE RESPONSIBLE FOR Sp c '9jF THE ACCUFACY OR COMPLETENESS OF SCANNED of COPIES OF T1115 PLAN SHEETC, CALIF SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO. CA 92410 UPLAND. CA 91786 r%lv Mrnvil vr-I MIL. c End Retaining Wall 792E Wall/Gutter 3.08' So �� 1.00" 09 1 .00 a OS - - - - ------------------ mod G2 Inlet JO 9 T Cas0 ho � x 1095.71 a " -- ---------------FL 0 oo. Gutter xo X095 9 so ° station/offset per drainage profile a center of box �° o� 411 PCC s �S p P PCC APRON DETAIL 3 oo � W a � I DRAINAGE DETAILS o NO SCALE X01 DD -21 wo �o I UNIT 2232 PROJECT NUMBER & PHASE 0800000745 X i TG elevation at Match OG or Contour .tel.. J-�.... /..F F.�...1 .�..� X O Inlet type "A" Apron Slope IIS1II IIS^II IIS3II IIS^II 3 0 mod GDO 2'-0" o W 4:1 4=1 � r m G1 -6" I c� z z w > 4,1 4"1 3 w v, G1 2'-0" 4:1 4.1 4:1 I 10 s om w > m 10% 2:1 Max a n 16 g J Z -, LLJ 2Y 2`L 2% 27 13 d mod GDO 2'-0" 4:1 4:1 4:1 4:1 J In Q W W = mod GOO N N U D L' h see detail 5 0 �I X pr 4'-6" � Max. 2:1 �N Min. 4:1 25 r,w,bb,gg G1 2'-0" 4:-1 4.1 �Ir LL + N m � - o J J o a z W Er O 3 o w O � m O ¢ U A W � z� w C o Q � U� a � � + z o •U � WI '^ �o z X a o L ao � � a a F N U Z I m Q � N f— o � �o o �- + + z w E � a o� w L + U Q T L O U X o J U 0 �o �w I— .:x o N BORDER LAST REVISED 7/2/2010 — INLET Per Pion PLAN ffset per drainage profile (-a center of box DIMENSION ''A'' INLET Per Plan SECTION B -B 0 O Inlet type "A" Apron Slope IIS1II IIS^II IIS3II IIS^II 3 eee mod GDO 2'-0" 4:1 4.1 4:1 4=1 3 dd,hh,ll, pp,tt,xx G1 -6" 4,1 4.1 4,1 4"1 3 bbb G1 2'-0" 4:1 4.1 4:1 4:1 10 s G1 3'-011 10% 2:1 Max 2=1 Max 2�1 Max 16 g mod GOO 2'-0" 2Y 2`L 2% 27 13 d mod GDO 2'-0" 4:1 4:1 4:1 4:1 1 8 b mod GOO 6'-6" see detail 6 14 h see detail 5 mod GDO 4'-6" 4:1 Max. 2:1 Min. 4:1 Min. 4:1 25 r,w,bb,gg G1 2'-0" 4:-1 4.1 4:1 4�1 PCC APRON DETAIL 4 dd hh I I pp tt xx bb eee 10 s 13 d 14 h 16 g 18 b *e@00 COUNTY ROUTE THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY USERNAME ->TY LIN-Riv TOTAL RELATIVE BORDER SCALE 01 2 3 DGN FILE => 846810ic022.dgn TOTAL PROJECT IS IN INCHES I I UNIT 2232 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 1095.00 1095.00 x C 1:5 1092.00 TG=1091.75 4.1 0 2.1 MAX [ MAX 1 093. 38 ;� 1093.38 v PCC APRON DETAIL 6 1094.40 1na1� Fn PLAN PCC APRON DETAIL 5 14 h I�r p P N• � W 0 DRAINAGE DETAILS NO SCALE X01 DD -22 w 0 Wo I 0 PROJECT NUMBER & PHASE 0800000745 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 179 566 03/24/11 aoFEss,a REGISTERED CIVIL ENGINEER DATE oe Pad STEVEN 9B. FRISSON 06/28/11 C4211m PLANS APPROVAL DATE No. A Exp 03/31 / 112 THE STATE OF CALIFORNIA OR /T5 OFFICERS CIVIL OR 46'ENT5 SHALL NOT BE 9E5P0N519LE FOR Sp c '9/F THE ACCURACY OR COMPLETENESS OF SCANNED of COPIES OF T1115 PLAN SHEETC, CAL1���� SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 1095.00 1095.00 x C 1:5 1092.00 TG=1091.75 4.1 0 2.1 MAX [ MAX 1 093. 38 ;� 1093.38 v PCC APRON DETAIL 6 1094.40 1na1� Fn PLAN PCC APRON DETAIL 5 14 h I�r p P N• � W 0 DRAINAGE DETAILS NO SCALE X01 DD -22 w 0 Wo I 0 PROJECT NUMBER & PHASE 0800000745 x X m 2'' Standard Steel Pipe Half Coupling Steel Casing 2'' Cast Iron Plug /3/16 GROUT COUPLING Grout Connection Holes Spaced 96'' On Ce In Each Row And Staggered 48'' So As To Occur On Alternate Sides Of Crown. For Coupling See Detail Above. Air Blowr Voids Between The Casing And Surrounding Earth Shall Be Pressure Grouted From Withii Casing Or From The Top Of Ground. CE Casing Pipe CE Carrier Pipe Grout Connection Holes Spaced 240'' On Center In Each Row And Staggered 120'' So As To Occur On Alternate Sides. For Grout Coupling See Detail Above. Seal Ends of Casing With 2000 psi Concrete Mortar Grout And Burlap Back-up or Approval Flexible Seal BORDER LAST REVISED 7/2/2010 TYPICAL CROSS SECTION Min. CL Cas ilog Pipe CL Carrior Pipe Flat Stainless Steel Strap � 30'' RCP CASING PIPE DATA TABLE Pipel ine Size Q Minimum Minimum T Outside Wall L O 30'' Storm Drain 42'' r U X o J Q o 0 U �o Ww n� o N BORDER LAST REVISED 7/2/2010 TYPICAL CROSS SECTION Min. CL Cas ilog Pipe CL Carrior Pipe Flat Stainless Steel Strap � 30'' RCP CASING PIPE DATA TABLE Pipel ine Size Steel Casing Pipe Minimum Minimum And Service Outside Wall Diameter Thickness 30'' Storm Drain 42'' Y4" --el Casing Shall Have A II Circumference Weld feel Casing of 35,000 psi inimum Yield Strength -Coated Steel Casing (See Schedule For- And orAnd Wall Thickness) -rier Pipe II 4"X4" Unfinished Redwood Skids 3'-0 Long Beveled Both Ends. 4 -Skids And 2 Blocks Per Length of Pipe To Be Strapped in Place 2'-0'' And 4'-0" From Each End Of Carrier Pipe Or Casing Pipe, With Flat Stainless Steel Straps. Notch .Skid And Block 1¢" Deep And The Width Of The Strap To Seat Each Strap And To Prevent The Strap From Contacting The Steel Casing During And After Installation of The Carrier Pipe, 2'-0'' 1 2'-0" Flat Stainless' Steel Strap CL Qpsing Pipe CL Carrier Pi steel casing pipe 2'-0" 2'-O''\---Fill�—zl'xZl' Casing With Air Blown Sand Redwood Skid /" Deep Notch Equal To The Width Of The Strap (Typ.) LONGITUDINAL SECTION PIPE JACKING DETAIL 211 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY USERNAME ->TY LIN-Riv 0 1 2 3 RELATIVE BORDER SCALE UNIT 2232 DGN FILE _? 846810ic023.dgn IS IN INCHES I i I i I i I list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14.8/15.5 180 566 CEJ 03/24/11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �aN� STEVEN y B. z 06/28/11 FRIESONNa C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE 9E5RON5/9LE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED 411' of CALIF COPIES OF T11/5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 GENERAL NOTES 1. Casing shall be installed by boring or jacking. See note 8. 2 Redwood skids shall be provided as per detail this sheet. 3. Size and thickness of casing shall be as shown in schedule. 4. All casing sections to be joined by continuous weld. 5. Steel casing shall be manufactured from ASTM -A283, Grades Cor D, or ASTM -A36 steel (uncoated). 6. Each end of casing shall be sealed with concrete or approved flexible seal (see detail this sheet). 7. Casing to be filled with air blown sand. 8. Use of jacking band to reinforce the end of pipe receiving the jacking thrust will be required. DRAINAGE NO SCALE PROJECT NUMBER & PHASE DETAILS DD -23 0800000745 O 0 ro 0 X y R/W Match OG or Contour Match Contour Grade to Grade to drain drain 4'' 4" 2 -6" 2,-6" 4:7 4:1 3'' 6"x6" - W1.4xW1.4 \-- CONTROL C/L SECTION A -A V -Ditch (Typa) (, ,1 1084.60 GI e I e U Q T L O U x o J 0 C-) + O w Lu n� o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810X02 PLAN V -Ditch (4) -Di SECTION B -B TYPICAL GUTTER DETAIL Std, Dwg, B3-9 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I I I I I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 181 566 03/24/11 'OFEss�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/11 Na C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED 1FOF CALIF COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE DETAILS NO SCALE DD -24 PROJECT NUMBER & PHASE 0800000745 5 o C U" p� J In W D Q W = w 0 + N w � - 0 O O C J I J a z W 0 3 0 W O � O U m + r z m I c� w > n� z W o � w � x in o � a 0 0 w > m L a� Jz c w U C U" p� J In W D Q W = U w + N w � - 0 O O In J I J a z W 0 3 0 W O � O U + � z m W w n� o � w � z lj� o � a J L z U T L O U X o U 0 C + O m W n� o N BORDER LAST REVISED 7/2/2010 CONNECTION TO EXISTING CHANNEL WALL DETAIL USERNAME ->TY LIN-Riv DGN FILE => 846810X02 2 a (3)@ SECTION A - A THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 02 3 IS IN INCHES I 1 I Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 182 566 03/24/11 'OFEss�a REGISTERED CIVIL ENGINEER DATE oe Pad STEVEN 06/28/11 9 B. FRIESON m PLANS APPROVAL DATE No. C42110 A THE STATE OF CALIFORNIA OR /T5 OFFICERS Exp 03/31 /12 OR 46`ENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9jF OF CAL1���� COPIES OF T1115 PLAN SHEETC, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 Retaining wall 41 A L_ F� ---------------------------- ---------------------------- s� wu 6"x6" - W1.4xW1.4 Welded WM 6" (Ty 18 SECTION A - A 1 .0' MIN. (Typ.) ,-- 18" RCP Conc. protection cover PIPE PROTECTION COVER rotection cover and MIN. C/L PIPE owl DRAINAGE DETAILS NO SCALE DD -25 0, �wo o I o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 X 8.0' 1.5' 5.0' 1.5' O RSP FABRIC X } w SECTION B -B m U o W W > W W H Q O C o �. a C w m r z i w c� > z w v, UQ TYPE OF PIPE RSP CLASS T OUTLET DIA. METHOD B L O 18'' 1 TON r U FES TYPE A 18" BAACK2ING X o J U NO.2 0 HMAOD 1g" BACKING NO. 2 n 0 o �o 6 b �' 0 a � ww I � n� DRAINAGE DETAILS Q �~ o N BORDER LAST REVISED 7/2/2010 eN wu ANNrui SECTION 8.0' 1.5' 5.0' 1.5' OO RSP FABRIC SECTION C -C ROCK SLOPE PROTECTION TABLE INLET TYPE OF PIPE RSP CLASS ID OUTLET DIA. METHOD B METHOD 'B' FES TYPE A 18'' 1 TON 1 a FES TYPE A 18" BAACK2ING 12 a 16 a 24 a METHOD 'B' NO.2 4 a HMAOD 1g" BACKING NO. 2 n 0 o SECTION A -A Exist. 24" c m p, inlet, headwall, footing, and rsp (per Caltons project EA497501 sheet DP -9) list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14.8/15.5 183 566 C= J 03/24/11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �aN� STEVEN y B. 06/28/11 FRIESONNa. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR 175 OFFICERS Exp. %y OR AGENTS SHALI NOT BE 9E5RON519L FOR sr CIVIL c THE ACCURACY OR '0YPZfTENES5 OF SCANNED '9jF OF CALi���x COPIES OF T11/5 PIAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 I Iexist. 24" emp I I I Ij I� SECTION A -A RSP FACING DETAIL METHOD 'B' a RSP DETAIL 12 a 16 a 24 a METHOD 'B' Backing No. 1 n n 0 o 6 b �' 0 a � I � DRAINAGE DETAILS Q �~ sol NO SCALE DD -26 w0' ISI THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY a (D O USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 DGN FILE _? 846810ic026.dgn IS IN INCHES i I i I i I I x x #13M 0 300 mm (#4 0 12") L/2 (TYP) I i I / I / NEW OR EXST PIPE I / 1 / FLOW cO j eW / Pz W 13M ® 300 1#4 0 12") - 3SE NlO 13M TE(#4)9 CIRCULAR TIES, 150 mm PUBLIPROI�ULGATED BY C WORKS STANDA DS INC. 6" MIN F7 STANDARD PLAN METRIC CUT 00 mm 12" THROUGH 1800 mm 72"` - NO. 2 SHEET 1 OF 2 CUT NO. 1 LINE q _ - -- - o CUT 90' NO. 2 LINE 150 mm CUT N( 6" MIN 3.14 (DO , DETAIL „A„ (SEE NOTE 10) SONO -TUBE, OR EQUAL, INTERIOR FORM 330--C-23 (560-C-3250) CONCRETE 25 mm (1") (TYP) D L T 300 mm (12") 300 mm (12"') 100 mm (4") 450 mm (18") 300 mm (12"') 125 mm (5") 600 mm (24") 300 mm (12") 150 mm (6") 750 mm (30") 450 mm (18") 175 mm (7") 900 mm (36" 450 mm (18") 225 mm (9") 1050 mm (42" 450 mm (18") 225 mm (9") 1200 mm (48" 1450 mm (18") 250 mm (10" 1425 mm (57" 450 mm (18") 250 mm (10" 1500 mm (60") 525 mm (21") 275 mm (11") 1650 mm (66" 525 mm (21") 275 mm (11") 1800 mm (72") 600 mm (24"P300 mm (12" CUT N0, 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANSVERSE PLANE. REVERSE ONE SECTION AND TAPE E30TH SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A. CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 3.14 (DO -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. OF PIPE DETAIL "B" TYPICAL JOINT FOR REINFORCED CONCRETE PIPE STANDARD PLANS FOR PUBLIC 'WORKS CONSTRUCTION PUBLIPROI�ULGATED BY C WORKS STANDA DS INC. CONCRETE COLLAR FOR RCP STANDARD PLAN METRIC GREENSCOMMITTEE 1999CDMMITIEE 2 REV. 1995. 1997, 1998 00 mm 12" THROUGH 1800 mm 72"` 380-3 1500 mm (60") TO 1800 mm (72") SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE _> 8468101 c02 NOTES 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE[ IN GRADE EXCEEDS 10%. 2. FOR CURVE JOINTS (SEE DETAIL B, SHEET 1) IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 mm (1') BUT IS LESS THAN 75 mm (3") A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SSPWC 306-1.2.4. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm (S-) BUT LESS THAN 150 mm (6") A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 150 mm (6") OR GREATER, A TRANSITION STRUCTURE IS REQUIRED. 3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER PIPE. D=D1 OR D2, WHICHEVER IS GREATER. B. WHEN D1 IS EQUAL TO OR LESS THAN D2, JOIN INVERTS AND WHEN D1 IS GREATER THAN D2, JOIN SOFFITS. 5. FOR PIPE LARGER THAN 11800 mm (72") SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A, 615) GRADE 300 (40). 8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) + T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (21") AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3") OR LARGER. CIRCULAR TIES: WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 rnm 3") THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (6") O.C. 10. WHERE THE PIPE IS 525 mm (21") OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE R EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24' OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR TH INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN METRIC __300 m m 12 �SHEET 2 CU GH 1800 m m (72" 380-3 PIPE DIAMETER NO. OF CIRCULAR TIES 525 mm 21" OR LESS 3 600 mm (24") TO 750 mm (30") 3 825 mrn (33" TO 1425 mm (57") 4 1500 mm (60") TO 1800 mm (72") 5 CONCRETE COLLAR DETAIL THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 list COUNTY ROUTE 08 SBd 10 TOTAL PROJECT No. SHEETS 14.8/15.5 184 566 REGISTERED CIVIL ENGINEER 06/28/11 03/24/11 Qaovess aN DATE a 4� e STEVEN �y B. FRIESON " z PLANS APPROVAL DATE � Na. C421 10 THE STATE OF CALIFORNIA OR 175 OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR s;. CIVIL p THE ACCURACY OF COMPLE7ENE55 OF SCANNED 9rF OF CALIF COPIES OF THIS PLAN SHEET. SANBAG ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92jBIRGE UPLAND, CA 91786 j)ob DRAINAGE PROJECT NUMBER & PHASE NO SCALEoo DETAILS DD -27 0800000745 CONCRETE COLLAR DETAIL THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 list COUNTY ROUTE 08 SBd 10 TOTAL PROJECT No. SHEETS 14.8/15.5 184 566 REGISTERED CIVIL ENGINEER 06/28/11 03/24/11 Qaovess aN DATE a 4� e STEVEN �y B. FRIESON " z PLANS APPROVAL DATE � Na. C421 10 THE STATE OF CALIFORNIA OR 175 OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR s;. CIVIL p THE ACCURACY OF COMPLE7ENE55 OF SCANNED 9rF OF CALIF COPIES OF THIS PLAN SHEET. SANBAG ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92jBIRGE UPLAND, CA 91786 j)ob DRAINAGE PROJECT NUMBER & PHASE NO SCALEoo DETAILS DD -27 0800000745 x x � z U Q ml � N f— O LL O + Z + W #412" EACH WAY FACE PLATE ASSEMBLY I 1/¢"R LOCAL DEPRESSION v SURFACE FACE c� ¢"R n / L rSLDPE PLATE — �1�--FLOW` UNE SCORING I OW L v \ 3"R I �TYP5 _ I ONE2 SIDES OF CURB LINE LF + ANDMANHCOVEROLE RAME i i STEPS _ 4" MIN. U t 3"R CATCH BASIN I I 12" MAX. MANHOLE FRAME f o 3 AND COVER iv Ld- Ld A L � o Z o CONNECTOR PIPE �i OPTIONAL SUBGRADE OR MONOLITHIC o ii B CATCH BASIN ,,,..,-STEPS CONNECTION _03 ro SECT ON "A -A„ 4"R � I � #4 DOWEL (TYP.) n PLAN DOWEL DETAIL NOT TO SCALE CITY OF FONTANA �oQROFESS/pNq� PROVED B CURB OPENING ���Q�CQ��0 SANpOG9Fy�i �lD• No. 51152 9 RI ARDO SA DOVAL CITY EN [NEERDATE CATCH BASIN * EXP. 9130109 * DRAWN BY: DCS _ a�noxu, CIVIL OF CAL�ESTD. PLAN N0. 3004 SHT REVISION NUMBER: flgjF ORa\� — I OF 2 E � o � � Q i d k U Q T L O U J o 0 �O a� n � o N BORDER LAST REVISED 7/2/2010 NOTES: 1. WHERE 711E BASIN IS TO BE CONSTRUCTED WITHIN THE OMITS 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 70 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 GNENA STEEL 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, IN 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 = 3'-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 IN 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 PIANS. 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. 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 ATA SKEW NECESSARY 70 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 MONOLITHIC 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 OFA MOIJOLIIHIC 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 8E 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 TOIP TO THE MANHOLE AND PROJECT 2-1/2". ALL OTHER STEPS SHALL PROJECT 5". 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT T 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 STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS o W } } F REQUIRED IN FRONT REAR BOTTOM END W V WALL WALL SLAB WALL 3.5' 8' 6° 6" #4 REBAR � 12" O.C. REQUIRED 3.5 12' S. 6" W 7' f;' X U T 12' 8" 8" 14' 4' 6" 6" 14' 12 B" 10" 4' 6" 6" o fi' 6" S^ R � u W I M -co B, 6" B. N 10' 6" 10" E E o N PER STANDARD N0. 3012 12' BORDER LAST REVISED 7/2/2010 NOTES: 1. WHERE 711E BASIN IS TO BE CONSTRUCTED WITHIN THE OMITS 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 70 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 GNENA STEEL 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, IN 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 = 3'-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 IN 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 PIANS. 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. 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 ATA SKEW NECESSARY 70 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 MONOLITHIC 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 OFA MOIJOLIIHIC 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 8E 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 TOIP TO THE MANHOLE AND PROJECT 2-1/2". ALL OTHER STEPS SHALL PROJECT 5". 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT T 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 STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS REINFORCEMENT MAX MAX } } F REQUIRED IN FRONT REAR BOTTOM END W V WALL WALL SLAB WALL 3.5' 8' 6° 6" #4 REBAR � 12" O.C. REQUIRED 3.5 12' S. 6" 7' f;' 6" 6" E F E q q T 12' 8" 8" 14' 4' 6" 6" 14' 12 B" 10" 4' 6" 6" o fi' 6" S^ R � u I M -co B, 6" B. N 10' 6" 10" E E o N PER STANDARD N0. 3012 12' 8" 10" FOR W > 28', V > 12' OR B > 4' SEE PROJECT PLANS PLAN ARE NOT EXACT EQUAL VALUES. OQROFE5S/p q OVEDBY: � CITY OF FONTANA SANDa` CURB OPENING No. 51152 � CITY ENGINEER DATE AI.RDO SANDOVA RICATCH BASIN * EXP. 9130109 DRAWN BY: �Z omortw ,r CIVIL lgr'OF CAL1E0��\P DATE OF LAST REVISION: STD. PLAN N0. 3004 SHT 2 OF Z THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY USERNAME =>TY LIN-Riv RELATIVE BORDER SCALE 0 1 2 3 DGN FILE _? 84680ic028.dgn IS IN INCHES I I I I I i I UNIT 2232 /5 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARD[N0, CA 92410 UPLAND, CA 91786 (11x� *e 24 e *(Dog DRAINAGE DETAILS NO SCALE PROJECT NUMBER & PHASE 0800000745 o� -o ro ,o Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 185 566 03/24/11 QAOFEss 1aN REGISTERED CIVIL ENGINEER DATE o a� e STEVEN �y B. FRIESON z 96/28/11 Na. C42110 PLANS APPROVAL DATE � 03/31/12 � THE STATE OF CALIFORNIA OR /TS OFFICERS � Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9�F of cnLiFx COPIES OF T11 x �Z U Q ml � N f— o � �o Z IOVE & :NTNG PLAN SIDE CONNECTION NOT TO SCALE DofES4 o�4`Fy OVER BY: CITY OF FONTANA MONOLITHIC CATCH No. 51152 A DATE RICARDO SANDOVAL BASIN CONNECTION * EXP. 9130107 REVIEWED BY: CIVIL lih _ oms �lgrE Of CALIFDATE OF LAST REVISION: — STD. PLAN N0. 3005 SHT I OF 2 +_ E BARS -2 ABOVE & C BARS D& E BARS 2 BELOW OPENING � D& E BARS 12" 4" C BARS #4 0 18" � 12"MIN. Lo Z*Z � Q 45" 7 3/4" `L 3"MIN. :. hC 9 12"MIN. y " g t 27" 5 1/2" 57" 9 1/4" 30" 6" U E 13ARS-2 ABOVE & 63" 10" 36" 6 1/2" 2 BELOW OPENING 39" 7" 69" 10 3/4" #4 0 18" #4 0 18" O // BARS 6 5 SECTION "A -A" PLAN 0 CORNER CONNECTION IOVE & :NTNG PLAN SIDE CONNECTION NOT TO SCALE DofES4 o�4`Fy OVER BY: CITY OF FONTANA MONOLITHIC CATCH No. 51152 A DATE RICARDO SANDOVAL BASIN CONNECTION * EXP. 9130107 REVIEWED BY: CIVIL lih _ oms �lgrE Of CALIFDATE OF LAST REVISION: — STD. PLAN N0. 3005 SHT I OF 2 +_ W C BARS D& E BARS E � D& E BARS 12" 4" o � 42" 7 1/2- Lo Z*Z � Q 45" 7 3/4" 18" 4 1/2" p W 51" 8 1/2" 24" 5 1/4- 54" 9" 27" 5 1/2" 57" 9 1/4" 30" 6" U Q 63" 10" 36" 6 1/2" T 39" 7" 69" 10 3/4" L O r U X o .W-� J U 0 �o w W n � o N BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 8468101c02 STRUCTURAL DATE B t C BARS D& E BARS B 4 C BARS D& E BARS 12" 4" 0 ® 42" 7 1/2- Lo Z*Z 15", 4 1/4" 45" 7 3/4" 18" 4 1/2" 48" 8" 21" 5" 51" 8 1/2" 24" 5 1/4- 54" 9" 27" 5 1/2" 57" 9 1/4" 30" 6" 60" 9 1/2" 33" 6 1/4" 63" 10" 36" 6 1/2" 66" 10 1/4" 39" 7" 69" 10 3/4" 72" 1 111" 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 DF 3". 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: (A) PIPES INLET OR OULEf THROUGH CORNER OF CATCH BASIN (B) ANGLE A FOR PIPE THROUGH 30" IN DIAMETER IS LESS THAN 70' OR GREATER THAN 110' 5. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES. J91310107 ITY ENGI DATE RICARDO SANDOVAL REVIEWED BY: �C) DATE OF LAST REVISION: 11S PLAN PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I CITY OF FONTANA MONOLITHIC CATCH BASIN CONNECTION onom5 STD. PLAN N0. 3005 SHT 2 OF 2 UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 186 566 03/24/11 AOFEss, REGISTERED CIVIL ENGINEER DATE oe °Nay STEVEN y B. FRIEN z 06/28/11 , Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR /T5 OFFICERS OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9�F of CALIF COPIES OF T11I5 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 *@99 *a 24 e *e@a DRAINAGE DETAILS NO SCALE DD -29 PROJECT NUMBER & PHASE 0800000745 0 ro 0 x �Z U Q ml � N f— o � �o o �- z FACE PLATE ASSEMBLY MAX V TOP SLAB REINFORCEMENT T A&B BARS C BARS (SEE CATCH BASIN STANDARD PLAN) E BARS F BARS G BARS JIL o LLJ U 6" 6, . #4 0 12" #4 0 12" �-1 2" CL REAR WALL #4 0 12- 3.5' 12' E BARS--,,I�• 8" #4 0 12" #4 0 12" G BARS #4 O 12" #4 0 12" D BARS 2" CL > 6" F BARS #4 0 12" #4 0 12" 2" CL C BARS #4 0 12" #4 0 12- 7' A BARS J� t 8" #4 0 12" I. B BARS { #4 0 12" 0 Tp a 4' 6" 4. a < #4 0 12" #4 0 18" X/3 3' CL t BOTTOM SLAB #4 0 12" FRONT WALL (MIN) 8' 6" TYPICAL REINFORCEMENT DETAILS MAX W MAX V 1 T A&B BARS C BARS D BARS E BARS F BARS G BARS 3.5' 8' 6" 6" #4 0 12" #4 0 12" #4 0 12" #4 0 12" #4 0 12" #4 0 12- 3.5' 12' 8" 8" #4 0 12" #4 0 12" #4 0 12" #4 O 12" #4 0 12" #4 0 12" 7' 6' 6" 6" #4 0 12" #4 0 12" #4 0 12" #4 0 12" #4 0 12" #4 0 12- 7' 12' 8" 8" #4 0 12" #4 0 12" #4 0 12" #4 0 12" #4 0 12" #4 0 12" 14' 4' 6" 6" #4 0 12" #4 0 12" #4 0 18" #4 0 12" #4 0 12" #4 0 12" 14' 8' 6" B" #4 0 12" #4 0 12" #4 0 18" #4 0 12" #4 0 12" #4 0 12" 14' 12' 8" 10" #4 0 12" #4 0 6" #4 0 18" #4 0 12" #4 0 12" #4 0 12- 28' 4' 6" 6" #4 0 24" #4 0 12" #4 0 12" #4 0 12" #4 0 18" #4 0 12" 28' 5' 6" 8" #4 0 24" #4 0 12" #4 0 12" #4 0 12" #4 0 18" #4 0 12" 28' 6' 6" 8" #4 0 18" #4 0 12" #4 0 12" #4 0 12" #4 0 18" #4 0 12" 28' 7' 8" 8" #4 0 17" #4 0 12" #4 0 12" #4 0 12" #4 0 18" #4 0 12" 28' 8' 8" 8" #4 O 13" #4 0 12" #4 0 12" #4 0 12" #4 0 18" #4 0 12" 28' 9' 8" 10" #4 0 15" #4 0 12" #4 0 12" #4 0 12" #4 0 18" #4 0 12" 28' lo' 8" 10" #4 0 12" #4 0 12" #4 0 12" #4 0 12" #4 0 18" #4 0 12" 28' 11' 8" 10" #5 0 15" #4 0 12" #4 0 12" #4 0 10" 1 #4 0 18" #4 CSD 18" 28' 12' 8" 10" #6 0 18" #4 0 12" #4 0 12" #4 ® 9" 1 #4 0 18" #4 0 18" FOR W > 28' OR B > 4' SEE PROJECT PLANS BORDER LAST REVISED 7/2/2010 CURB OPENING CATCH BASIN REINFORCEMENT NOT TO SCALE QROFESS/ONq AP OVED CITY OF FONTANA ��p� SAND � Fym GRATE CATCH BASIN No. 51152 A CITY ENGIN DATE RICARDO SANDOVAL REINFORCEMENT EXP. 9130107 CIAO REVIEWED BY; �X? _ 07/10411(l °Of CA DATE DATE OF LAST REVISION: STD. PLAN NO. 3006 SHT 1 OF 2 �1 2" CL > _ G BARS G BARS t all :S _ J 3" CL ^ G BARS U� TYPICAL. REINFORCEMENT DETAILS V w t SIDE AND END WALL STEEL G BARS E � 6" #4 0 10" a 8" i d 1 10" o W FOR V > 12' SEE PROJECT PLANS 2 U � Q T L O r U X o J U 0 �o Lu n 1 o 1, N BORDER LAST REVISED 7/2/2010 CURB OPENING CATCH BASIN REINFORCEMENT NOT TO SCALE QROFESS/ONq AP OVED CITY OF FONTANA ��p� SAND � Fym GRATE CATCH BASIN No. 51152 A CITY ENGIN DATE RICARDO SANDOVAL REINFORCEMENT EXP. 9130107 CIAO REVIEWED BY; �X? _ 07/10411(l °Of CA DATE DATE OF LAST REVISION: STD. PLAN NO. 3006 SHT 1 OF 2 �1 2" CL > _ G BARS G BARS t all :S _ J 3" CL ^ G BARS U� TYPICAL. REINFORCEMENT DETAILS V t SIDE AND END WALL STEEL G BARS MAX 4' 6" #4 0 10" 8' 8" #4 0 6- 12' 1 10" #5 0 6" FOR V > 12' SEE PROJECT PLANS GRATE CATCH BASIN REINFORCEMENT NOTES 1. UNLESS OTHERWISE SPECIFIED, REINFORCEMENT FOR CURB OPENING AND GRATING, CATCH BASIN SHALL TERMINATE 2" FROM FACE OF CONCRETE. 2. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES. OVED BY: P�pO SA,yDp `°�G+ No. 51152 " CITY ENGINEEA DATE RICARDO SANDOVAL EXP. 9130107 it CINL REVIEWED BY: Ph F Of CAL1E�� DATE OF LAST REVISION: THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY USERNAME =>TY LIN-Riv RELATIVE BORDER SCALE 02 3 DGN FILE => 8468101c030.dgn IS IN INCHES I 1 I I NOT TO SCALP CITY OF FONTANA GRATE CATCH BASIN REINFORCEMENT o�n omr, STD. PLAN N0. 3006 I SHT 2 OF 2 UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 187 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Nay STEVEN y ti B. FRISSON 06/28/11 Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR 175 OFFICERS Exp. %y OR AGENTS SHALL NOT BE RE5PON5/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED 4jF of CACI COPIES OF T1115 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 o N N.. � I 11 o s q 15 c 24 a 25 t y dd � � I DRAINAGE NO SCALE PROJECT NUMBER & PHASE �� II O p � W I 0 a � I Q � DETAILS oo' w0 DD -30 0 0800000745 � z U Q N f— o� �o z w SUPPORT BOLT AND FACE PLATE (4 1/2" TOP SLAB) 3 #4 BARS x (W+6' CURB UNE 7" IN ADDITION TO REINFORCING 1/4" RADIUS STEEL PER APPLICABLE CATCH 5/16" x 10" N� 3' BASIN STANDARD PLAN FACE PLATES SQUARE CARRIAGE HOLE BOLTS AND HDL NUTS ANCHOR_ mLU.°<a' ', ,• ANCHOR 2" 2" 1/4 (2) (') 6"z3/8"z6" 2" 4" 4" 2" ANCHOR ° i0/: SPLICE PLATE T 6630' ° aa\ END DETAIL O SPLICE DETAIL 11/16" o\ r U NOT TO SCALE �o QROFESSlONq� SANao9Fycy w RADIUS AA U \,`�Q\`�Qpp CATCH BASIN .o 1 1/4" FACE PLATE ASSEMBLY U U y HEX NUTS REVIEWED BY: �) CIVIL �lgrE — w Lu a 1/4'R HOLEBIN PLATE OF CAL IF� DATE OF LAST REVISION: 3/8" DIAMETER COUNTERSINK -1" C.C. ON SUPPORT SHT 'I O o BOLT FOR SET SCREW. NONE REQUIRED FOR CURB FACE LESS THAN 7". THREE REQUIRED FOR 7" CURB FACE ADD ONE COUNTERSINK FOR EACH 1" a !, OF CURB FACE GREATER THAN 7- 1" SUPPORT BOLT LENGTH=C.F. PLUS 6" �'•° 4A=18" FOR CURB BATTER LESS THAN 2:12 4A=9' FOR CURB BATTER 2:12 THRU 4:12 4A=AS SHOWN ON PLANS FOR ALL OTHER CURB BATTER SECTION OPENING FOR CONC. PLACEMENT (TYP.) LOCATE WELDS IN INTERIOR FACE OF CATCH 5/16"x10' LONGER SPAN BASIN END WALL FACE PLATE SEGMENT 5/16"x10" FACE PLATE 3/4" DIA. HOLE (TYP.) 1/4 (2) \ 2" N� 3' 3/4" DIA, 5/6"x1 1/2" m N 12" •- SQUARE CARRIAGE HOLE BOLTS AND HDL NUTS ANCHOR_ L "1 ENO ANCHOR 2" 2" 1/4 (2) (') 6"z3/8"z6" 2" 4" 4" 2" ANCHOR SPLICE PLATE T JOINT END DETAIL O SPLICE DETAIL r U NOT TO SCALE �o QROFESSlONq� SANao9Fycy 4AROVED Y: CITY OF FONTANA U \,`�Q\`�Qpp CATCH BASIN No. 51152 '° CITY ENGINE R DATE FACE PLATE ASSEMBLY * EXP 9130/07 * RICARDO SANDOVAL AND PROTECTION BAR REVIEWED BY: �) CIVIL �lgrE — w Lu 17/1 OF CAL IF� DATE OF LAST REVISION: STD. PLAN NO. 3007 SHT 'I O E � 1� Q O W L U I Q T L O r U X o U 0 C �o w Lu n� o N BORDER LAST REVISED 7/2/2010 SUPPORT BOLT AND FACE PLATE (6" TOP SLAB) 10 1/2" CURB LINE 5/16' X 13 11/16' 6' 1/4'R 3—j14 BARS X (W+6") IN ADDITION TO �o 'v REINFORGNG STEEL PER APPLICABLE FACE PLATE 73 J CATCH BASIN STANDARD PLAN 65' 30' 11/16' R OPENING FOR CONC. PLACE61ENT (TYP.) ° •�aa 4 INTERIOR FACE OF CATCH BASIN END WALL�-L 5/16' X 13 11/16" FACE PLATE 3/4' DIA HOLE (TYP.,, ) r n souAR HOLES V414'.0 a a \ I --1 1/4" 1 1/6' HOLE IN PLATE NOTE: FOR DETAILS NOT SHOWN, SEE FACE PLATE (4-1/2" TOP SLAB) SHEET 1. SECTION LOCATE WELDS IN LONGER SPAN 1/16" X 13 11/16" r SEGMENT ACE PLATE / 1 SEND ANCHOR (7YP.) SPLICE PLATE 6 ` 4" n 1/4'2 I—�y�ANCHOR DINT END DETAIL SPLICE DETAIL NOT TO SCALE �%pAOFESS/pNq AP OVED BY: CITY OF FONTANA O sANoob Oa • CATCH BASIN No. 51152 CITY ENGINEER DATE FACE PLATE ASSEMBLY RICARDO SANDOVAL * EXP. 9130107 * REVIEWED BY: AND PROTECTION BART CIVIL flglf OF CALIF�DATE OF LAST REVISION:STD. PLAN 0/0. — SHT 2 -OF G THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY USERNAME =>TY LIN-Riv RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 8468OIC031.dgn IS IN INCHES I I I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 188 566 03/24/11 Qaovess�aN REGISTERED CIVIL ENGINEER DATE o a� STEVEN y ti B. FRISSON 06/28/11 Na. C42110 PLANS APPROVAL DATE Exp03/31/12 THE STATE OF CALIFORNIA OR /TS OFFICERS � . %y OR AGENTS SHALL NOT BE 9E5PON5/9LE FOR sp CIVIL P THE ACCURACY OR '0YPLETENES5 OF SCANNED '9�F of cnl-iF°��x COPIES OF T1115 PLAN SHEET• SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 � M N° 11 o s q 15 c 24 e 25 t y dd �� I oo � W o ~ 0 Q � DRAINAGE DETAILS NO SCALE sol I DD -31 >o 0 0 PROJECT NUMBER & PHASE 0800000745 x x u z U Q ml � N F— o� �o o �- + z + w E � 1� Q O Ll.J 2 U 1 Q T L O r U X o J U 0 �o m LLI n� o N BORDER LAST REVISED 7/2/2010 FACE PLATE ANCHORS ICAL 8" 4. 4. o e d N Q'd' ' 5 �4 d 4 O 1/2" DIA, STEEL ANCHORS, 21" O.C. MAX., ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN HOOK ANCHOR - 4 1/2" TOP SLAB - p 4' a _ :C" d d4 0 1/2" DIA. X 8" STEEL ANCHORS, 15" O.C. MAX. ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN ROUND HEAD ANCHOR - 4 1/2" TOP SLAB d 4 / •d° N d 4 • 4 1/4 2 t• 90' 4 N 4 3/8" a . .4 '0 A ' 1/2" DIA STEEL ANCHORS„ 7 J4.21" O.C. MAX., ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN HOOK ANCHOR — 6" TOP SLAB E jvrcaa1 APP ADVED BY: \�P�pO SAp�o` Fy�i � r� ?� o lam'/ •�� No. 51152 p CITY ENGIN ER DATE RICARDO SANDOVAL EXP. 9130107 REVIEWED BY: p CIVIL Q OF CwEO�a\ DATE OF LAST REVISION: USERNAME ->TY LIN-Riv DGN FILE => 846810X03 CITY OF FONTANA CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 07lI OiC6 STD, PLAN N0. 3007 SHT 3 OF 6 PROTECTION BAR AND SUPPORT BOLT(S) WITH ADJUSTABLE STIRRUP(S)—(TYPE A) END ANCHOR WITH SUPPORT BOLT WITH 3,/4' DIA PROTECTION BAR COUPLING AND SET FACE PLATE 'ADJUSTABLE STIRRUP (T1P) END ANCHOR SCREW W DOW14STRMA ELEVATION END OF BASIN STANDARD 3/4" �p,77EN ANCHOR END STD• 3/4" STEEL PIPE TO PREVENT TURNING - STEEL PIPE GRILL 1/2" HOLE, y \\1/4" DEEP1 DRILL AND TAP HOLE AND INSTALL [� ".4 WITH 3/16" RECESSED HIX ROLE W STD. 3/4" STEEL COUPLING PROTECTION BAR TO FlT SNUG OVER ENTIRE LENGTH (3/4" NPS THREAD) END ANCHOR DETAIL DOUBLE PROTECTION BAR DETAIL 15/1 1/2" DIA, 6 � m �T DRILL AND TAP HOLE AND INSTALL -NC X t/Z" SOCKET SET SCREW M WTM 3/16" RECESSED HEX HOLE PROTECTION BAR & STIRRUP LOCATION STIRRUP DETAIL NOT TO SCALE 11 0FESS/OAp OVED BY: CITY OF FONTANA SAy�a`g4- /a CATCH BASIN No, 51152 CITY ENGINEER DATE FACE PLATE ASSEMBLY * EXP. 9130107 RICARDO SANDOVAL AND PROTECTION BAR CML REVIEWED BY: -14 07110M OF OA0O���p DATE OF LAST REVISION: STD. PLAN N0. 3007 SHT 4 OF E kD. THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 02 3 IS IN INCHES I 1 I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15.5 189 566 03/24/11 QAovesslaN REGISTERED CIVIL ENGINEER DATE o a� STEVEN y B. FRIESON 06/28/11 Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR 175 OFFICERS Exp. %y OR AGENTS SHALI NOT BE 9E5RON51BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED '9,F of CALi���x COPIES OF T1115 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 N 00 N•• N 11 o s q 15 c 24 e 25 t y dd DRAINAGE NO SCALE PROJECT NUMBER & PHASE �� II O p � W I 0 a � I Q � DETAILS DD -320 0 0800000745 x x '^ z � O x > Q 1/2" CAP PROTECTION BAR AND SUPPORT BOLT(S) WITH FIXED STIRRUP(S)-(TYPE B) FACE PLATE EYE BOLT FACE PLATE SUPPORT BOLT AND FIXED STIRRUP (1YP.) 1/2" PIPE COUPLING (NPT) lob 6" MIN. w ELEVATION -3/4' DIA. PROTECTION HTION BAR S2 SECTIO THREADED NEA INEND (1/2" NPT) / " PIPE EYE BOLT CAP IN" 6" EYE BOLT DETAIL No.51152 * EXP. 91301077/* .n. CIVIL s BORDER LAST REVISED 7/2/2010 BY: STIRRUP DETAIL NOT TO SCAT CITY OF FONTANA 5 •oma CATCH BASIN DATE I FACE PLATE ASSEMBLY RICARDO SANDOVAL AND PROTECTION BAR REVIEWED BY: 4 DATE OF LAST REVISION: STD. PLAN N0. 3007 I SHT 5 OF 6 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' 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" 7" 1 8" 1 9" 10" 11" 12" 13" 1 14" 15" 1 16" 17" 18- 0 1 1 1 2* 3* WUMBER OF PROTECTION BAR FOR OTHER CURB FACE OR BATTER SEE PROJECT PLANS *TYPE A PROTECTION BAR ONLY pROFESS /jq ROVED B CITY OF FONTANA �~���`P�oo SANpo`q Fy�y CATCH BASIN /o ii ire No. 51152 CITY ENGINEER DATE FACE PLATE ASSEMBLY EXP. 9130/07 * RICARDO SANDO'VAL AND PROTECTION BAR REVIEWED BY: -j2'2- a no w CML MATE OF CAL',EP DATE OF LAST REVISION: STD. PLAN N0. 3007 SHT 6 OF 6 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 8468101C033.dgn IS IN INCHES I I I i I I I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT I No. ISHEETS 08 1 SBd 10 14.8/15.5 190 566 REGISTERED CIVIL ENGINEER 06/28/11 O/i l DATE QAOFEss �oNq STEVEN y ti B. FRIESON z w Na C42110 PLANS APPROVAL DATE K 03/31/12 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE 9E5RON5I9LE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED '9�F of CAL1���x COPIES OF T11I5 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 11 o s q 15 c 24 e 25 t y dd DRAINAGE NO SCALE PROJECT NUMBER & PHASE DETAILS DD -33 0800000745 0 ro 0 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- 5 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 a 1n m 2:12 0 0 3.5" 3.5" 4.5" 4.5" 5.5" 3.5" 3.5" 4.5" 4.5" 5.5" 5.5" it 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" o rn 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" 1 4.5" 0 1 1 1 2* 3* WUMBER OF PROTECTION BAR FOR OTHER CURB FACE OR BATTER SEE PROJECT PLANS *TYPE A PROTECTION BAR ONLY pROFESS /jq ROVED B CITY OF FONTANA �~���`P�oo SANpo`q Fy�y CATCH BASIN /o ii ire No. 51152 CITY ENGINEER DATE FACE PLATE ASSEMBLY EXP. 9130/07 * RICARDO SANDO'VAL AND PROTECTION BAR REVIEWED BY: -j2'2- a no w CML MATE OF CAL',EP DATE OF LAST REVISION: STD. PLAN N0. 3007 SHT 6 OF 6 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 8468101C033.dgn IS IN INCHES I I I i I I I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT I No. ISHEETS 08 1 SBd 10 14.8/15.5 190 566 REGISTERED CIVIL ENGINEER 06/28/11 O/i l DATE QAOFEss �oNq STEVEN y ti B. FRIESON z w Na C42110 PLANS APPROVAL DATE K 03/31/12 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE 9E5RON5I9LE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED '9�F of CAL1���x COPIES OF T11I5 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 11 o s q 15 c 24 e 25 t y dd DRAINAGE NO SCALE PROJECT NUMBER & PHASE DETAILS DD -33 0800000745 0 ro 0 x x o 0 X om w Q CE U aw �o � � Ci " ct • = 0 0 /7/8" INSTALL LOCKING N DEVICE �_e,,ee.1► , w o J � J Q w 3 � u O U m � z � z w � � w c o Q � �z to U � o x Q 0� L� CD �z a o � c) 0 n . � z w DRILL AND TAP HOLE A140 INSTALL 3/4" X 1 1/4 STAINLESS STEEL SOCKET SET SCREW WITH 3/8" RECESSED HEX HOLE. ALL THREADS TO BE NC. AGENCY DESIGNATED INSCRIPTION. N ALL LETTERS 1" HIGH. /7/8" INSTALL LOCKING N DEVICE �_e,,ee.1► , DRILL AND TAP HOLE A140 INSTALL 3/4" X 1 1/4 STAINLESS STEEL SOCKET SET SCREW WITH 3/8" RECESSED HEX HOLE. ALL THREADS TO BE NC. AGENCY DESIGNATED INSCRIPTION. N ALL LETTERS 1" HIGH. /7/8" INSTALL LOCKING N DEVICE V 14" I a PLAN 23 5/8" OUTSIDE DIA. OF COVER DETAIL "B" DETAIL "C" � 7/8• 1 � I / 22" DIA. CLEAR OPENING SECTION A—A I FINISHED SURFACE BOTTOM OF MANHOLE COVER .F LOCKING DEVICE_ OUTLINE RIB JOIN OUTLINE 14 RIBS JOIN DETAIL "B" GLE THROUGHOUT DETAIL "C" NOT TO SCALE 411 �O E s a`lFy�� A `ROVED B2� CITY OF FONTANA No. 51152 CITY ENGINEER DATE CATCH BASIN RICARDO SANDOVAL MANHOLE FRAME AND COVER * EXP. 9130107 REVIEWED BY: CIVIL �lglF OF CALIF�R�\P DATE OF LAST REVISION: — STD. PLAN N0. 3008 1SHT I OF 2 BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Rlv DGN FILE _> 8468101c03 NOTES: 1. THE CAST IRON USED SHALL CONFORM WITH ASTM A -48M CLASS 35B. 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. (*XP. :5S/OHq� APP VED BY: CITY OF FONTANA 64Fyc/ r q` 9 G� CATCH BASIN 51152 CITY ENGINEER DATE RICARDO SANDOVAL MANHOLE FRAME AND COVER 9130107REVIEWED BY:naro os VIL CAL�4��a\P DATE OF LAST REVISION: STD. PLAN IVO. 3008 SHT 2 OF 2 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 1 Z 3 IS IN INCHES I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15,5 191 566 03/24/11 a,,SS REGISTERED CIVIL ENGINEER DATE ae Nq� STEVEN �y B. FRIESON " 06/28/11 C42110 PLANS APPROVAL DATE No. s � Exp 03/31 /12 �� THE STATE OF CALIFORNIA OR 175 OFFICERS OR A6EN75 SHALL NOT BE RESPONSIBLE FOR s;. CIVIL p THE ACCURACY OR COMPLETENESS OF SCANNED 9rF OF CALIF COPIES OF THl5 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 *90,q 15 c 24 e *03(d3 DRAINAGE NO SCALE PROJECT NUMBER & PHASE DETAILS DD -34 0800000745 .o 0 io 0 0 x x '^ z � O x > Q CL MAIN LINE RCP OR REINFORCED MONOLITHIC ARCH, SEE NOTE 2 J SEE 0 1C0 1I H H II- 3"MIN r c� BORDER LAST REVISED 7/2/2010 t IYI � T 3 -MIN STA, POINT LATERAL SEE NOTE 3 PLAN SPUR REINFORCING ST"cEL� 3" MIN SPRING LINE `tmGES ELEV S- UEARfHSTURBED u \� CL LATERAL CONNECTOR PIPE /7/RS , #4BA 6" OC --#3 OR #4 0 18" OC TIE BARS & F BARS iO3"OC E NOTE 8 �—g3 OR #4 ® 18" C TIE BAR G BARS #406 OC" T I B.EV R 1 BARS" O I F BARS #5 0 3" OC CONCRETE CRADLE 45D -C-2000 SEE NOTE 9 SECTION Z -Z JEXP.9130107 CITY ENGINEER DATE RICARDO SANDOVAL REVIEWED BY:� DATE OF LAST REVISION: TABLE OF VALUES FOR T B T 12" 5" 15" 5" 18" 5" 21" 5" 24" 51/2' 27" 51/2' 30" 6" 33" 61/2- 36" 1/2"36" 61/2"39" 7" SECTION M -M BARS BARS TO SCALE I CITY OF FONTANA JUNCTION STRUCTURE PIPE TO PIPE INLET ID>24"OR OD>112 MAIN LINE ID o,,,06 STD. PLAN N0. 3010 SHT 1 OF 2 NOTES 1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL. IS GREATER THAN 24". B SHALL NOT EXCEED .75 D OR 39". 2. IF THE MAIN LINE IS REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. .3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTIONS OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN UNE WITH THE CONNECTOR PIPE CENTER UNE. 4. VALUES FOR A, B, C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO ENTER THE MAIN UNE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE MAIN UNE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN UNE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 45', B IS LESS THAN OR EQUAL TO 24" AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .51). 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. 9. THE MAIN LINE SHALL BE REINFORCED WITH CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 12" ABOVE THE TOP OF THE MAIN UNE AND TO THE OMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STELL SHALL CONFORM TO ASTM A 615, GRADE 40 AND BE PLACED 1 1/2" CLEAR FROM CONCRETE SURFACES. UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER UNE WITH J=7D/12+6", 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR. 12. DIMENSIONS SHOWN ON THE PLANS ARE NOT EXACT EQUAL VALUES. y a'p�ES`Fci oVEDBY: CITY OFFONTANA "c6l JUNCTION STRUCTURE No. 51152 CITY ENGINEE DATE PIPE TO PIPE INLET RICARDO SANDOVAL ID > 24" OR OD> 112 * EXP. 9130107 * REVIEWED BY: 'GI7 MAIN LINE ID CIVILoviane �rglF Of CA1.1F��a\P DATE OF LAST REVISION: rSTD.PLTNNO. 3010 SHT 2 OF 2 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => 846810iC035.dgn IS IN INCHES I i I I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT I No. ISHEETS 08 1 SBd 10 14,8/15.5 192 566 REGISTERED CIVIL ENGINEER 06/28/11 )3/24 DATE O QPOFESS"k, STEVEN ti B. FRIESON z w Na C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE 9E5RON5I9LE FOR sr CIVIL c THE ACCURACY OR '0YPZfTENE55 OF SCANNED '9jF of cnl- COPIES OF T1115 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE NO SCALE PROJECT NUMBER & PHASE DETAILS DD -35 0800000745 x x o Q w > c� z z 0 w m z w > w om w > a� n CE t U E c• o aw = vo - 0 x o > w � w w o � o c� J TQ o J z w 3 O � O U m ¢ z � w z w > � w c o Q � a J t + _ U z O U �o X . Q o � L� � a z a o LL. O - z z u' N 3 w a CURB OPENING iV x z c� CATCH BASIN (S) CURB — _ POINT A POINT E 0.5' WD L N A B POINT B S POINT D 3TGer..._ POINT C Gp, \--POINT F Ll�A PLAN Lo- B —POINT G DIRECTION OF FLOW DIRECTION OF FLOW K WD L N POINT B POINT D POINT A FLOW LINE PROFILE POINT G FLOW LINE CASE A z wWNQ N L WD L N 3 w s!= CURB OPENING N r z CATCH BASIN (S) –� CURB J � PDINi A � -�pOINT PO NTBC J VA�Gf/T � POINT D F POINT E POINT F PLAN C POINT G I¢ DIRECTION OF FLOW L WD L DIRECTION ON FLOW v POINT B POINT D I POINT A - POINT C FLOW LINE FLOW LINE PROFILE CASE 8 M 1" 6" M 1" 6" M, G, OR VARIES 1" 1.5' VARIES VARIES jj_ VARIES 2 I � t RIDGE �l CURB VALLEY VALLEY FACEtH SECTION A -A SECTION E3-13 SECTION C -C NOT To SCALE PW�o ESS 10 �G��ycy AP IRONED BY:� CITY OF FONTANA W ' LOCAL DEPRESSIONS N). 51152 a CITY ENGINEER DATE RICARDO SANDOVAL AT CATCH BASINS * EXP. 9130107 CIVILREVIEWED BY: ii�� _ 07AW6 �lgrF Of CA0DATE= OF LAST REVISION: — STD. PLAN N0. 3003 SHT 1 OF 3 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DAN FILE => 8468101c03 K Wo K CURB OPENING 7 CATCH BASIN (S� — — — — — 2' WHERE THERE IS NO ADJACENT GUTTER] — — — — �► C G� �RpJ POINT B POINT C S7�7GHT C GM & �� CURB S��vPM V444" Rgpe GUTTED POINT E PLAN ►C (SEE SHEET 1) CASE C K WD I( NORMAL CURB NORMAL CURB — [FACE FACE — — — — — — POINT B POINT C FLOW LINE FLOW LINE PROFILE CASE C NOT TO SCALE o QROFE:SS/p / VED BY: 7 CITY OF FONTANA SANpoGq! s Na.51152 A CITY ENG! ER DATE LOCAL DEPRESSIONS RICARDO SANDOVAL AT CATCH BASINS #' EXP.9I30107 REVIEWED BY: CIVIL 07/10/06 �lgrf OF CA4\E�p DATE OF LAST REVISION: STD. PLAN IJO. 3003 SHT 2 OF 3 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES i i I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15,5 193 566 03/24/11 ,FESS/Q REGISTERED CIVIL ENGINEER DATE ae Nq� STEVEN �y B. FRIESON 06/28/11 C42110 PLANS APPROVAL DATE No. s � THE STATE OF CALIFORNIA OR 175 OFFICERS Exp03/31/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR s;. CIVIL p THE ACCURACY OF COMPL E7EAE55 OF SCANNED 9rF OF CALIF COPIES OF THI5 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 11 o s q *0, 244)@ 45GY d) DRAINAGE NO SCALE PROJECT NUMBER & PHASE DETAILS DD -36 0800000745 O 0 0 x x BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DAN FILE _> 8468101c03 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. `pQROFE5Sl0yq� A ROVED Y:� CITY OF FONTANA P�pO SANpo lycm 4� p . LOCAL DEPRESSIONS No. 51152 p CITY ENGINEER DATE RICARDO SANDOVAL AT CATCH BASINS k EXP. 9130/07 REVIEWED BY: 7C, avioroa JTgr£ VIL OF ICAL\EpQ�\P DATE OF LAST REVISION: STD. PLAN N0. 3003 SHT 3 OF 3 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 2 3 IS IN INCHES gist COUNTY ROUTE TOTAL PROJECT I No. ISHEETS 08 SBd 10 14.8/15.5 194 566 REGISTERED CIVIL ENGINEER 06/28/11 03/24/11 a0Fc,l, DATE o e N4� STEVEN y ti B. FRIESON z PLANS APPROVAL DATE No. 042110 THE STATE OF CALIFORNIA OR 175 OFFICERS OR A6EN75 SHALL N07 BE RESPONSIBLE FOR s;. CIVIL p THE ACCORACY OR COMPL E7ENE55 OF SCANNED 9TF OF CALIo COPIES OF THl5 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 11 'o s q Cis/ 24 e) DRAINAGE NO SCALE UNIT 2232 L PROJECT NUMBER & PHASE DETAILS DD -37 OP 0 1O o 0 0 x x � z U Q ml � N f— o l.� O o �- + z TOP OF COVER J BOTTOM OF COVER 2 1 /8" . 3 /4" + w E � Q � i d o W k U T �Q L O r U X o J U 0 + O ww n � o N BORDER LAST REVISED 7/2/2010 4" FRAME DETAIL SECTION A --A SECTION THRU FRAME tlhCUVt Y: PR00 SRNDp`9Fycm �c� /D•/B'IDc' No. 51152 CITY ENGINEER DATE RICARDO SANDOVAL EXP. 9130107 REVIEWED BY: ?Ci CIVIL 0��\�, OF CALF DATE. OF LAST REVISION: USERNAME ->TY LIN-Riv DGN FILE => 846810X03 SLOT NOT TO SCALE CITY OF FONTANA, 36" MANHOLE FRAME AND COVER STD. PLAN NO. 3023 SHT 1 OF 2 NOTES 1. THE CAST IRON USED SHALL CONFORM TO ASTM A-48 CLASS 358. 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 INDENTIFYING 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 335 LBS. WEIGHT OF COVER SHALL BE 340 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 8 OF THE STANDARD SPECIFICATIONS IS 41,300 LBS. B. 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"x3/4" 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. CITY OF FONTANA No. 51152 CITY ENGINEER DATE "16„ MANHOLE RICARDO SANDOVAL FRAME AND COVER EXP. 9130107 REVIEWED BY: CIVIL Q, m/come F OF CAL�F��a\ DATE OF LAST REVISION: STD. PLAN N0. 3023 SHT 2 OF 2 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0i 2 3 IS IN INCHES I I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 195 566 03/24/11 AOFess, REGISTERED CIVIL ENGINEER DATE oe °Nay STEVEN y B. FRIESON z 06/28/11 , Na C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR /T5 OFFICERS OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9�F of CALIF COPIES OF T11I5 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 *aDg *Q 24 e DRAINAGE NO SCALE PROJECT NUMBER & PHASE DETAILS 0800000745 0 -o ro 0 x x � z UI Q m� N F— O LL �o + Z 36" MANHOLE FRAME AND FINISHED GRADE OR _ 36" MANHOLE FRAME AND COVER PER STD. PLAN D % SPECIFIED ELEVATION COVER PER STD. PLAN 3023 COLLAR CLASS C / 2 COLLAR CLASS C MORTAR / F— MORTAR VARIABLE LENGTH `� r PRE—CAST CONCRETE ` 1 SECTIONS: I L 'I I 6",8".15",30",45". r SEE NOTE 3 I 5" I C + lY %wr5„ 36"1 DIA. 5" SEE NOTE 3 5" 36"1 DIA. SEE NOTE 3 h 3 1 8" DETAIL "A' 36 SPECIAL h MH I PIPE I 3 1/8" ANY STA11 NDARD CLASS C MORTAR VERTICAL SECTION OF "I PIPE ENDZ� SPECIAL MANHOLE SHAFT 5"x2" PIPE SEAT WITH GRADE RING RISERS TIL4 5"I— i-1 5"I -- +_ E W � o ♦— � Q d 0 o W i k U T �Q L O r U X o J U 0 �o Lu n 1 o 1, N BORDER LAST REVISED 7/2/2010 VERTICAL SECTION OF SPECIAL MANHOLE SHAFT WITH 5" REINFORCED CONCRETE RISERS 1 5/8" 1 3/4"1 5/8" i REMOVE INTERFERING N PORTION OF TONGUE PROVIDE MORTAR SEAT L FOR GRADE RING T— 3 1/8- 36" MH RCP DETAIL "A" NOT TO SCALE CITY OF FONTANA No. 51152 q! ' CITY ENGINEER l0 DATE MANHOLE SHAFT 36" RICARDO SANDOVAL WITHOUT REDUCER EXP. 9130107 REVIEWED 8Y:6 — 07/I Oi96 CIVIL OF CA00DATE OF LAST REVISION: STD. PLAN N0. 3015 SHT 'I OF 2 USERNAME ->TY LIN-Riv DGN FILE => 84680X03 NOTES 1. UNLESS OTHERWISE INDICATED, THIS STRUCTURE SHALL CONFORM TO ASTM C 478. ALL STEEL SHALL TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACES AND ALL CONCRETE SHALL BE PER SSPWC. 2. WHERE A 36" MANHOLE IS CONSTRUCTED WITH 36" MANHOLE RCP, THE RCP SECTION SHALL CONTAIN A CIRCULAR CAGE AND HAVE A LOAD CARRYING CAPACITY OF AT LEAST 1000D. SPECIAL MANHOLE SHAFT SHALL BE PER THIS STANDARD AND 36" MANHOLE FRAME AND COVER SHALL BE: PER STANDARD PLAN 3041. 3. THE MANHOLE SHAFT AND RINGS MAY BE PLAIN CONCRETE. FOR PLAIN CONCRETE SECTIONS THE MINIMUM THICKNESS SHALL BE 6". 4. ALL JOINTS SHALL BE SEALED BY FILLING THE ANNULAR SPACED WITH CLASS C MORTAR. THE INSIDE OF THE SHAFT AT EACH JOINT SHALL BE WIPED 'CLEAN OF EXCESS MORTAR. 5. 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. 6. STEPS SHALL CONFORM TO STANDARD PLAN 3024. THE TOP STEP SHALL BE PLACED 6" BENEATH THE MANHOLE COVER FRAME. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMILY SPACED 14" TO 15" OC. 7. THE PRECAST CONCRETE MANHOLE STRUCTURES WILL BE INSPECTED BY THE ENGINEER WHO WILL INDICATE ACCEPTANCE FOR SHIPMENT TO THE JOB BY MARKING THE STRUCTURES WITH THE AGENCY'S STAMP. 8. THE VERTICAL SIDES OF THE MANHOLE SHAFT SHALL BE LOCATED ABOVE AND IN UNE 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: 3023 36" MANHOLE FRAME AND COVER 3024 STEEL STEP �OQhvf—glp A ROVED BY: �P�pO SAHpoG No. 51152 A CITY ENGINEER DATE RICARDO SANDOVAL EXP. 9/30/07 k REVIEWED BY: rgjF VIL OF UCAU��DATE OF LAST REVISION: THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 02 3 IS IN INCHES I 1 I CITY OF FONTANA MANHOLE SHAFT 36" WITHOUT REDUCER STD. PLAN INO, 3015 SHT 2 OF 2 I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 196 566 I— 03/24/11 QaoFess'aa REGISTERED CIVIL ENGINEER DATE o a� STEVEN y B. FRIESON 06/28/11 , Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR 175 OFFICERS Exp. %y OR AGENTS SHALL NOT BE 9E5P0N51BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED '9/F OF cAl-iF°��x COPIES OF T1115 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE NO SCALE PROJECT NUMBER & PHASE (24'e DETAILS DD -39 0800000745 0 -o ro x x � z UI Q m� N F— ow O o �- + z D] EDGES TO BE w � ROUNDED TO 3" R ti _jC At A A -A ,� i R=1 D OF SPUR f-Ijfllz�_ 15" o ~ 1 1 ALL STEEL REINF. i 2 #4 0 4" OC. DETAIL "N" PLAN PLAN (RINGS & COVER NOT SHOWN) C" (SHAFT NOT SHOWN) SEE NOTE 1 STREET GRADE MANHOLE FRAME AND COVER PER CONCRETE RINGS PER STD. PLAN 3014 STREET GRADE STD PLAN 3031 THIS STEP 5"x1" m 24" INIT PAVED STREETS RING SEAT MANHOLE SHAFT PER W m w STD. PLAN 3014 uj 24" U of W q 24 M 3'-0" �aN T 9 5 6" T m I-5" 5"x2" PIPE SEAT w 7" _ Z -3 T TL '` �w 5" ROUND EDGES �" °1 I OF INLETS INLET ELEVATION APPLIES AT THIS POINT SECTION C -C ROUND EDGES SECTION A—A l�STATION LINE Lu 1 3'lO � TABLE OF VALUES FORM (SEE NOTE i) T 18" T STEPS PAVED STREET STREET 1'� x 1 /2' I MAX. MIN, MAX. MIN. _n� 3" R a0 GRADE POINTS. L+2f�8LUNPAVED I NOTE 5 'EE 4" j --B OPTIONAL BOT OM SECTION BF NOT TO SCALE PROFESS/0 OVED BY: CITY OF FONTANA MANHOLE PIPE TO PIPE No. 51152 CITY ENGIN R DATE ONE OR BOTH MAIN LINE RICARDO SANDOVAL * EXP. 9130107 * REVIEWED BY: ID'S 33" OR SMALLER) CIVIL �Z,"� sTgrf _ 07/ � OF CAl1F0`�a\� DATE OF LAST REVISION: STD. PLAN N0. 3013 SHT I OF 3 + E w � a A -A 2'-1D 1/2" i d 11" 8 1/2" 16" 15" o w i 2 G + U � Q T L O r U x o J Q o 0 U �o Lu 1'� n o BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 846810X040 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 1N 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 UNE 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, 9. 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 3042. 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 70P 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 STRUCTURES, THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR �OpROFEss/ OHq� AP ROVED BY CITY OF FONTANA cg cr�' MANHOLE PIPE TO PIPE No. 51152SAND0°9� A CITY ENGINEER DATE ONE OR BOTH MAIN LINE RICARDO SANDOVAL * EXP. 9130107 * ID'S 33" OR SMALLER) REVIEWED BY:'% o7noroe sj CIVIL qjF OF CAl1FOR� DATE OF LAST REVISION:. STD. PLAN N0, 3013 SHT 2 OF 3 UNIT 2232 /5 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 Ne MOUNTAIN AVE., B204 SAN BERNARD[N0, CA 92410 UPLAND, CA 91786 *of :00w DRAINAGE NO SCALE PROJECT NUMBER &PHASE DETAILS Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 197 566 S�_ 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Gad 1 STEVEN �y 06/28/11 � B. FRIESON z PLANS APPROVAL DATE � No. C42110 A � Exp 03/31/12 � THE STATE OF CALIFORNIA OR /TS OFFICERS OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF T11 0800000745 SECTION A -A 2'-1D 1/2" 3'-6" C -C 11" 8 1/2" 16" 15" 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 1N 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 UNE 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, 9. 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 3042. 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 70P 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 STRUCTURES, THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR �OpROFEss/ OHq� AP ROVED BY CITY OF FONTANA cg cr�' MANHOLE PIPE TO PIPE No. 51152SAND0°9� A CITY ENGINEER DATE ONE OR BOTH MAIN LINE RICARDO SANDOVAL * EXP. 9130107 * ID'S 33" OR SMALLER) REVIEWED BY:'% o7noroe sj CIVIL qjF OF CAl1FOR� DATE OF LAST REVISION:. STD. PLAN N0, 3013 SHT 2 OF 3 UNIT 2232 /5 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 Ne MOUNTAIN AVE., B204 SAN BERNARD[N0, CA 92410 UPLAND, CA 91786 *of :00w DRAINAGE NO SCALE PROJECT NUMBER &PHASE DETAILS Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 197 566 S�_ 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Gad 1 STEVEN �y 06/28/11 � B. FRIESON z PLANS APPROVAL DATE � No. C42110 A � Exp 03/31/12 � THE STATE OF CALIFORNIA OR /TS OFFICERS OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF T11 0800000745 x x U T L O r U X o J U 0 �o w Lu n� o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810X04 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 3018 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 3014 UNLESS OTHERWISE SHOWN. 14. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 3016. 15. WHERE A PRESSURE MANHOLE SHAFT - 36" WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 3017 AND 3018. 16. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 3014 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 3015 MANHOLE SHAFT - 36" WITHOUT REDUCER 3016 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER 3017 PRESSURE MANHOLE SHAFT - 36" WITHOUT REDUCER 3018 MANHOLE FRAME AND COVER 3023 36" MANHOLE FRAME AND COVER 3024 STEEL STEP CITY OF FONTANA PRp� SANpoG Fye MANHOLE PIPE TO PIPE No. 51152 9 CITY ENGINEER DATE ONE OR BOTH MAIN LINE RICARDO SANDOVAL EXP. 9130107 * REVIEWED BY: �h ID'S 33" OR SMALLER) G.�v,.+�, 07(I DA15 F OF DATE OF LAST REVISION: STD, PLAN N0. 3013 SHT 3 OF 3 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 02 3 IS IN INCHES I 1 I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 198 566 03/24/11 Qaovess�aN REGISTERED CIVIL ENGINEER DATE o a� STEVEN y B. FRIESON 06/2$/11 " Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR /TS OFFICERS OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9�F of CALIF COPIES OF T11I5 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 X25 f S m DRAINAGE DETAILS NO SCALE DD -41 PROJECT NUMBER & PHASE 0800000745 0 0 0 x x D + E SYMMETRIC ABOUT I 3/4ADJA 1 ` TOP END - TYPE 1,2OR3 r -►A 1/4" SIDE nA_�13111 1 712" 1 1/2"_ MIN DIA I 15' MIN BEND TYPE 1 TYPE 2 1" Mf � o Xoa � \� L a CD �J CD a Ln u z a o W 0 - z w E m F- a Lo 0 W i LI D �Q LL�o X J o 0 U C) w aL N V� BORDER LAST REVISED 7/2/2010 Fl TYPE 3 END DETAILS—SIDE VIEW UNLESS OTHERWISE NOTED: D=7" E = 6" OR T - 1", WHICHEVER IS LESS MINIMUM E IS 3"' S = 12" MAX, EVENLY SPACED W = 16" MIN FOR MANHOLES AND UNDERGROUND VAULTS: S = 16" MAX, EVENLY SPACED W=14"MIN /Rpp 54t Fye lb '4L No. 51152 p CITY ENG! ER DATE RICARDO SANDOVAL EXP. 9130/07 REVIEWED BY: ? r CIVIL �Tf OF cn11EpDATE: OF LAST REVISION: _ USERNAME =>TY LIN-Rlv DAN FILE _> 8468101c04 W `l Jj SECTION A—A INSTALLATION DETAIL NOT TO SCALE CITY OF FONTANA STEEL STEP STD, PLAN N0. 3024 I SHT 1 OF 2 NOTES 1. STEPS SHALL BE STEEL CONFORMING TO ASTM A307 AND SHALL BE GALVANIZED AFTER FABRICATION.. 2. IF STAINLESS STEEL STEPS ARE REQUIRED, THE MATERIAL SHALL CONFORM TO ASTM A276, 300 SERIES. 3. STEPS ENDS MAY BE TYPE 1, 2 OR 3, AS SHOWN. 4. BOTTOM STEP SHALL BE MAXIMUM OF 2' ABOVE FLOOR OR SHELF. 5. STEPS WITH TYPE 1 OR 2 ENDS MAY BE CAST IN PLACE, OR PLACED IN THE CENTER OF 1 1/2" MIN DIA DRILLED OR FORMED HOLES AND SET WITH HIGH STRENGTH NON -SHRINK GROUT, 6000 PSI MIN. STEPS WITH TYPE 3 ENDS SHALL BE CAST IN PLACE. 6. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACTLY EQUAL VALUES. C17Y OF FONTANA No. 51152 - CITY ENGINE DATE STEEL STEP RICARDO SANDOVAL EXP. !3!30/07 REVIEWED BY: CIVIL a��IaNe f OF CAL\FpR�\P DATE OF LAST REVISION: STD. PLAN N0. 3024 SHT 2 OF 2 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 1[ 3 IS IN INCHES I III UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 199 566 03/24/11 a,,SS REGISTERED CIVIL ENGINEER DATE ae Nq� STEVEN �y B. FIR SON 06/28/11 C42110 PLANS APPROVAL DATE No. s THE STATE OF CALIFORNIA OP 175 OFFICERS OR AVENT5 SHALL NOT BE RESPONSIBLE FOR s;. CIVIL p THE ACCURACY OF COMPLETENESS OF SCANNED 9rF pF CAL COPIES OF THIS PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 *01 11 0 *01 24 e DRAINAGE DETAILS NO SCALE DD -42 PROJECT NUMBER & PHASE 080 000745 0 o 0 0 0 x x 0. MAIN }—LINE RCB NaI I W BARS o I SEE NOTE 3 3" (75 mm) DGE RTO 1 I STATION POINT, I Z SEE (NOTE 2-- 1 CONSTRUCTION JOINT 4 ® 18" oc v 3M 0 450 mm) 1= BARS ` C LATERAL / H / CONNECTOR PIPE F BARS T R T 4®18"OC Q 13M 0 450 mm) = 0TH WAYS TO BE USED WHEN C y�� ORS 60 1500 mm) 10R0450 a "") OC SECTION G—G v N K -ROUND EDGES TOm APPROXIMATE R B T_ O OF ID OF LATERAL WITH A MAXIMUM OF 3'-0" (1.0 m) x m -D & E BARS I' O U- - D. --D, E. H & G BARS �..., ,I I 0 21' (525 mm) 15" 130 mm CONSTRUCTION JOINT 124'(600..) 51/4' 1;140 mm) 5 a 3J BZO mm Y17tW mm) 36' 975 mm) 6 1/Y (170 mm) o :W OR EXISTING RCB, SEE NOTE 6 39" 990 mm 7' (160 mm) $ 4Y 1050 mm 7 1/Y 1190 mm) BARS 45' 1125 mm 7 3/4' (200 mm) 0 BARS 48' 1220 mm e" 210 mm ANY STANDARD 51' (1275 mm) 5 1/2' (220 mm E BARS PIPE JOINT 54' {1350 mm)) mm) f-1 I 5Y 1500 mm 9 1/4' 240 mm �rn #3 OR #4 0 18" OCI 63' 1650 mm 10' (260 mm) O (tOM 450 mm) 66' (1680 mm 10 1/4' (260 mm) 69' (1 800 mm 10 3/4' (260 mm w 7Y iIRVI m") 11 /MLf1 tN 'EL R, SEE NOTE 8 -UNDISTURBED EARTH MAY BE OMI' ON UNDISTUF SECTVON Z—Z DRAIN WALL. MIX a STAND/ARD PLANS FOR PUBLIC WORKS CONSTRUCTION PLAN JUNCTION STRUCTURE — PIPE TO RCB NI PUB EBOKSa\SComm=INQ ,98. w 333-2 I �7 1VID SHEET OF USE: WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION F 2-H BARS 4" OC (100 mm), SEE NOTE ROUND EDGE EL SNOTE SEE 8E 0 BARS 4"OC, SEE NOTE 3 10 mm) BE BARS 3J BZO mm Y17tW mm) 36' 975 mm) 6 1/Y (170 mm) o :W OR EXISTING RCB, SEE NOTE 6 39" 990 mm 7' (160 mm) $ 4Y 1050 mm 7 1/Y 1190 mm) BARS 45' 1125 mm 7 3/4' (200 mm) 0 BARS 48' 1220 mm e" 210 mm ANY STANDARD 51' (1275 mm) 5 1/2' (220 mm E BARS PIPE JOINT 54' {1350 mm)) mm) f-1 I 5Y 1500 mm 9 1/4' 240 mm �rn #3 OR #4 0 18" OCI 63' 1650 mm 10' (260 mm) O (tOM 450 mm) 66' (1680 mm 10 1/4' (260 mm) 69' (1 800 mm 10 3/4' (260 mm w 7Y iIRVI m") 11 /MLf1 tN 'EL R, SEE NOTE 8 -UNDISTURBED EARTH MAY BE OMI' ON UNDISTUF SECTVON Z—Z DRAIN WALL. MIX a STAND/ARD PLANS FOR PUBLIC WORKS CONSTRUCTION MMULGAm9 BY 111E JUNCTION STRUCTURE — PIPE TO RCB STANDARD PLAN PUB EBOKSa\SComm=INQ ,98. JUNCTION STRUCTURE PIPE TO RCB 333-2 I REV. 1990. 2009 SHEET OF USE: WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810X043 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. cl. 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 15 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: c1. 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 2 OF 2 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT I No. SHEETS 08 1 SBd 10 14.8/15.5 200 566 REGISTERED CIVIL ENGINEER 06/28/11 D/11 ATE QaoFess/oNq �o < STEVEN y B. FRIESON z PLANS APPROVAL DATE No. X42110 A � Exp 03/31 /12 � THE STATE OF CALIFORNIA OR 175 OFFICERS OR AGENTS SHALI NOT BE 9E5RON519LE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9/F OF COPIES OF THI5 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B2 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 (9)@ 13 a �14 a *@ *@ DRAINAGE NO SCALE PROJECT NUMBER & PHASE DETAILS FBI 76M, 7 0800000745 o ro o x �Z U Q N F— o l.� �o o �- +Z F , D1 F OPTIONAL OUTSIDE �-I EDGES TO BE EDGE OF CONCRETE ROUNDED TO D BARS 3" OC - d 3" R #3 TIE BAR �P R=ID OF SPUR C ,C 4-#6 E BARS A'� J all Aj 3'-3" LONG, SEE NOTE 2 4-#4 H BARS #3 TIE BAR 3'-0" LONG D BARS 3" OC, 4'-0" SEE NOTE 9 CID n #4 J BARS 4'-8" LONG 3"OC CON'T ADD'L BARS DETAIL "N" F D2 F 6"OC TO INSIDE EDGE (RINGS & COVER NOT SHOWN) PLAN OF MANHOLE, SEE NOTE 2 SEE NOTE 1 (SHAFT NOT SHOWN) MANHOLE FRAME GGRRADDE��/� AND COVER PER STD. PLAN 3031 TIE 5" F ROUND EDGES ROUND -_kt TO 3" R jff -- #4 0 18" OC BOTH WAYS TO BE USED WHEN D2 '� IS 60" OR OVER SECTION A—A CONCRETE RINGS PER STD PLAN 3025 OMIT THIS STEP IN PAVED STREETS H BARS 16" FOR PAVED STREETS. 2'-2" FOR UNPAVED w STREETS 6„ J BARS SPRING LINE INLET ELEVATION APPLIES AT THIS POINT m PIPE SEAT LEVEL, rQ SEE NOTE 8 Lu �E BARSN �3"R- M EARS o p 2' -4"2' -4 - GRADE ' -4" 2'-4" w GRADE POINTS, SEE NOTE 4 SECTION B—B STREET GRADE 5"x1" RING SEAT H BARS —SEE TABLE E BARS F #3 OR #4 TIE BARS J BARS ROUND EDGES TO 3" R v_ SECTION C—C NOT TO SCALE y�p eSgy/� DA�Fy ROVED BY: CITY OF FONTAN Q``� �`9l ,,Ci o• MANHOLE PIPE No. 51152 CITY E ER DATE TO PIPE MAINLINE RICARDO SANDOVAL * EXP. 9130107 * REVIEWED BY:z (ID = 36" OR LARGER) Sj CIVIL �Q• — 07/1 0,1M AIF OF CAL1E�DATE OF LAST REVISION: — STD. PLAN N0. 3012 SHT 1 OF 4 + E� �-- 24" F MANHOLE SHAFT 5"x2" w PER STD. PIPE SEAT 1� PLAN 3025 7 3/4- 48" 3'-0" E BARS 8 1/2- 1 � 1 �i-TIE BARS 9" TIE 5" F ROUND EDGES ROUND -_kt TO 3" R jff -- #4 0 18" OC BOTH WAYS TO BE USED WHEN D2 '� IS 60" OR OVER SECTION A—A CONCRETE RINGS PER STD PLAN 3025 OMIT THIS STEP IN PAVED STREETS H BARS 16" FOR PAVED STREETS. 2'-2" FOR UNPAVED w STREETS 6„ J BARS SPRING LINE INLET ELEVATION APPLIES AT THIS POINT m PIPE SEAT LEVEL, rQ SEE NOTE 8 Lu �E BARSN �3"R- M EARS o p 2' -4"2' -4 - GRADE ' -4" 2'-4" w GRADE POINTS, SEE NOTE 4 SECTION B—B STREET GRADE 5"x1" RING SEAT H BARS —SEE TABLE E BARS F #3 OR #4 TIE BARS J BARS ROUND EDGES TO 3" R v_ SECTION C—C NOT TO SCALE y�p eSgy/� DA�Fy ROVED BY: CITY OF FONTAN Q``� �`9l ,,Ci o• MANHOLE PIPE No. 51152 CITY E ER DATE TO PIPE MAINLINE RICARDO SANDOVAL * EXP. 9130107 * REVIEWED BY:z (ID = 36" OR LARGER) Sj CIVIL �Q• — 07/1 0,1M AIF OF CAL1E�DATE OF LAST REVISION: — STD. PLAN N0. 3012 SHT 1 OF 4 + E� LL, F 36" 6 1/2- 39" 7" 42" 1� Q CL 7 3/4- 48" O W 8 1/2- 54" 9" 57" 9 1/4' 60" U Q 10" 66" T 69" 10 3/4- 72" L O 11 3/4- 84" r U 90, 13 1/4" 96" x oo 102" 15 1/2- 108" 0 C 16 1/2- 120" 17" 126" 17" 132" �o 138" 17 1/2- 144- 18" Lu V n 1 o 1, N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810X044 TABLE OF VALUES FOR F D2 F 36" 6 1/2- 39" 7" 42" 7 1/2- 45" 7 3/4- 48" B. 51" 8 1/2- 54" 9" 57" 9 1/4' 60" 9 1/2" 63" 10" 66" 10 1/4- 69" 10 3/4- 72" 11" 78" 11 3/4- 84" 12 1/2- 90, 13 1/4" 96" 14" 102" 15 1/2- 108" 16" 114" 16 1/2- 120" 17" 126" 17" 132" 1 17 1/2" 138" 17 1/2- 144- 18" TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET MAX. MIN. UNPAVED STREET MAX. MIN. A -A 2'-10 1/2- 3'-6" C -C 11" 8 1/2" 16" 15" %rte-' "-'wry h L-)VtLi Cr: No. 51152 "' ITY ENGINEE DATE RICARDO SANDOVAL * EXP. 9130107 REVIEWED BY: frATf OF IVIL CAIFDATE OF LAST REVISION: THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 02 3 IS IN INCHES I 1 I CITY OF FONTANA MANHOLE PIPE TO PIPE MAINLINE (1131=36" OR LARGER) nen o�c STD. PLAN N0. 3012Ts 2 OF 4 UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 201 566 03/24/11 aOFEss 1. REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIEN z 06/28/11 C42110 PLANS APPROVAL DATE Na 03/31 /12 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RE5RONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED '9jF of CALIF COPIES OF T11I5 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 � M \ O �p O - \ N 10; 00 0 0 DRAINAGE NO SCALE PROJECT NUMBER & PHASE DETAILS ool DD -44 lao O O 0800000745 x x 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 MONOLITHIC SHAFT PER SECTION C -C AND DETAIL "N". SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER D1 IS 48" OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER Dr 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. D2 = 96" OR LESS, L=5'-6", P=5" B. D2 OVER 96", L=6'-0", 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. STATIONS OF MANHOLES SHOWN ON THIS PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. 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 13E 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 UNE 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" ABOVE 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". �10FESSI APP40VED CITY OF FONTANA �4�\��,00 SANpo l8yc�m MANHOLE PIPE No. 51152 CITY ENGINEER DATE TO PIPE MAINLINE RICARDO SANDOVAL * EXP. 9/30107 *REVIEWED 8Y: (0=36" OR LARGER 1�� ,pl CML NQ, oinoroa qjF OF r&L}FOA� DATE: OF LAST REVISION: - STD. PLAN N0. 3012 SHT 3 OF 4 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810X045 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. WHERE A MANHOLE SHAFT - 36" WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 3015. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 3016. 17. WHERE APRESSURE MANHOLE SHAFT - 36" WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 3017. 18. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 3014 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 3015 MANHOLE SHAFT - 36" WITHOUT REDUCER 3016 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 3017 PRESSURE MANHOLE SHAFT 36" WITHOUT REDUCER 3019 24" MANHOLE FRAME AND COVER 3023 36" MANHOLE FRAME AND COVER 3024 STEEL STEP 41 BY: aW30107 `CITY ENMEER DATE RICARDO SANDOVAL REVIEWED BY:DATE OF LAST REVISION: THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I CITY OF FONTANA MANHOLE PIPE TO PIPE MAINLINE (ID = 36" OR LARGER) mnome STD, PLAN N0. 3012 SHS 4 OF 4 UNIT 2232 list COUNTY ROUTE TOTAL PROJECT I No. SHEETS 08 1 SBd 10 14.8/15.5 202 566 REGISTERED CIVIL ENGINEER 06/28/11 03/24/11 Qaovess�oNa �o < STEVEN y ti B. FRIESON PLANS APPROVAL DATE No. X42110 A Exp 03/31 /12 THE STATE OF CALIFORNIA OR /75 OFFICERS OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR '0YPLETENES5 OF SCANNED '9/F of CALIF COPIES OF T11/5 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE NO SCALE PROJECT NUMBER & PHASE 10 DETAILS DD -45 0800000745 10 ro x x � z U Q o� �o + z + w MANHOLE FRAME MANHOLE FRAME AND COVER PER FINISH GRADE OR AND COVER PER STD PLAN 3031 SPECIFIED ELEVATION STD PLAN 3019 /Z --COLLAR, CLASS C MORTAR STD. CONCRETE RINGS 3", ilu 6" OR 16" IN THICKNESS, L R=2 SEE NOTE 5 _2" POSSPLE USE j �q^4 - 2 1/2 RINGS OR EQUIVALENT 1$" MAXIMUM ° 24" SEE RING SECTION 24" 6" FOR JOINT DETAILS DIA. # N Z 2 COILS, HOOPS E 7 REQUIRED 5° _ _- 42TIE REQU REDS 15/16" 5" `ro VARIABLE LENGTH PRECAST CONCRETE 5° I ECCENTRII SECTIONS. C MIN THICKNESS FOR PRECAST 3 1 $" 36" DIA. PWN CONCRETE. 4" MIN. THICKNESS I COCNRETE MINIMUM FOR REINFORCED CONCRETE CONE 36" SPECIAL MH RCP WITH A CIRCULAR CAGE AND 1000D MINIMUM 36" DIA N ANY STANDARD I_ PIPE END VERTICAL SECTION 5" 5"x 2" PIPE SEAT, OF PLAIN CONCRETE CLASS C MORTAR ECCENTRIC MANHOLE SHAFT E � a o W i L U Q T L O r U X o J U 0 �o ww n � o N BORDER LAST REVISED 7/2/2010 VERTICAL SECTION OF REINFORCED CONCRETE ECCENTRIC MANHOLE SHAFT CROSS SECTION OF REINFORCED CONCRETE RING 10.4m j9/310107 CITY ENGINEER DATE RICARDO SANDOVAL REVIEWED BY -REVISION NUMBER: USERNAME ->TY LIN-Riv DGN FILE => 846810X046 DIAMETER 24" 2 1/2" RINGS SHALL BE REINFORCED WITH TWO 1/4" ROUND STEEL HOOPS: 6" AND B" RINGS SHALL BE REINFORCED WITH FOUR HOOPS, TIED WITH N0. 14 GAGE WIRE B" OC. CITY OF FONTANA, MANHOLE SHAFT WITH ECCENTRIC REDUCER o�noroe STD. PLAN N0. 3014 SHT OF 2 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. 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. 6. THE ECCENTRIC MANHOLE SHAFT REDUCER AND RINGS MAY BE PLAIN CONCRTETE. FOR PLAIN CONCRETE SECTIONS THE MINIMUM THICKNESS SHALL BE 6". 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 1N 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 ( PPROVEDB CITY OF FONTANA No. 51152 " CITY ENGINEER DATE MANHOLE SHAFT WITH RICARDO SANDOVAL ECCENTRIC REDUCER * EXP. 9/30107 REVIEWED BY- CIVILP 07/10,066 L�F flAIFOF CAREVISION NUMBER: STD. PLAN N0. 3014 SHT 2 OF 2 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY RELATIVE BORDER SCALE 02 3 IS IN INCHES I 1 I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 203 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON z 06/28/11 , Na C42110 PLANS APPROVAL DATE K 03/31/12 THE STATE OF CALIFORNIA OR ITS OFFICERS ExP. %y OR AGENTS SHALL NOT BE RE5RON5IBLE FOR sr CIVIL c THE ACCURACY OR '0YPLETENES5 OF SCANNED '9jF of CALIF COPIES OF T11I5 PLAN SHEET. SANBAG 7600N. NGINEERING, INC. 1170 W 3RD STREET MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 , CA 91786 DRAINAGE NO SCALE PROJECT NUMBER & PHASE DETAILS 0800000745 5o ro 0 x x � z U Q N F— o � �o q LATERAL / CONNECTOR PIPE #3 OR #4 ® 18" OC � ROUND EDGES TO RADIUS OF APPROXIMATE ID OF C. LATERAL. MAXIMUM 36" �sr. A & B BARS ---.,6" q MAIN UNE 0 + +_ TABLE FOR DIMENSIONS AND BAR SIZES D2 F OR OR • B T (INCHES) INCHES Ul (A mmfl. m LL a 00CL a a 12 4 00 r7 cn 00 Ln a- 15 4 1 4 18 4 1 2 21 5 24 5 1 4 27 5 1/2 30 6 33 46_M4 0 o 36 6 1/2 39 7 42 7 12 °O 00 45 4 48 8 51 8 1 54 9 .00 57 9 1 4 60 1 M m 60 cn IO 63 10 66 10 1 4 69 1 72 11 78 11 4 84 12 1 2 90 13 1 4 n 6 ® ® w 96 14 102 15 1/210 108 16 114 16 120 17 126 17 1 321 1 2 138 1 2 144 18 + +_ Z W E � o �— � Q d 0 o W i m U T �Q L O r U X o ,W-� J U 0 �o ac w n� o N BORDER LAST REVISED 7/2/2010 7NE 1 4 STATION STATION PT. _j ID N �M \ D BARS PLAN ELEV. ELE STA i STA \w OOUND EDGES \' TO 3" R. I LL.11 �(1—T #3 OR #4 '- STAMON SEE NOTE 4 /-- #3 OR #4 #4 0 18" OC, BOTH WAYS, TO BE I/ USED WHEN D, IS 60" OR MORE L LONGITUDINAL SECTION D BARS,� #3 OR #4 A BARS —p F BARS �, I OR #4 �-SJBARS 18" OCFv a / 7 ELEV. S '-j #4 0 18" OC, BOTH WAYS, TO BE USED WHEN B IS 60" OR MORE ' �qMAIN LINE SECTION N' -N" —N111 PROJECTED ON M—M—N` g0fESS/pOVED BY: rc�p0 Sgy��G �C� q, �, to �•�� No. 51152 m CITY ENG( ER DATE RICARDO SANDOVAL EXP. 9130107 REVIEWED 8Y: jz _ � CML OF CAL1F DATE: OF LAST REVISION: NOT TO SCALE CITY OF FONTANA TRANSITION STRUCTURE PIPE TO PIPE STD. PLAN NO. 3026 SHT 1 OF 2 NOTES 1. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, 0, SHALL NOT EXCEED 5' 45'. 2. VALUES FOR A, B, C, Di AND D2 ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN REQUIRED BY NOTE 10. 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, AND SHALL TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE #3 OR #4 0 18" OC OR LESS. 5, ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT LONGITUDINAL KEYWAY. 7, THE LENGTH OF THE STRUCTURE MAY BE (INCREASED AT THE OPTION OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS, LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE, BUT ANY CHANGE IN THE LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE, UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS. 9, WHEN THERE IS NO SPUR REQUIRED, A & B BARS SHALL BE OMITTED. 10, WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS, AND INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. 11, THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 25'. IF THE COVER EXCEEDS 25' A SPECIAL STRUCTURE SHALL BE DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS. 12, DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES. y ofEsslpyq� APpR6VED BY: C117Y OF FONTANA SANDo Fy, TRANSITION STRUCTURE No. 51152 961 -TY ENGINEER DATE RICARDO SANDOVAL 131PE TO PIPE * EXP. 1.3130107 REVIEWED BY: i2* ON& 07/10,ft16 �jATf OF IIALfF�DATE OF LAST REVISION: STD. PLAN NO. 3026 SHT 2 OF 2 HIS PLAN ACCURATE FOR DRAINAGE WORK ONLY USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 0 1 23 DGN FILE => 8468101c047.dgn IS IN INCHES I i I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 204 566 I— 03/24/11 QAovess�aN REGISTERED CIVIL ENGINEER DATE o a� STEVEN y B. FRIESON 06/28/11 " Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR /TS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9�F of CALIF COPIES OF T11I5 PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE NO SCALE PROJECT NUMBER & PHASE DETAILS DD -47 0800000745 OG TOP WIDTH >- w m U 4e� HYDROSEED WITH SEED 0 > ----- -- FLgr OR MIXTURE PER SPECIFICATIONS w rER AND LANDSCAPING PLANS > w BORDER LAST REVISED 7/2/2010 BOTTOM WIDTH SWALE CROSS-SECTION ROLLED EROSION CONTROL PRODUCT (RECP) BLANKET (TYPE A) Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SSJBd, 10 14.8/15.5 205 566 9� 03/28/11 anFess,a REGISTERED CIVIL ENGINEER DATE oe H4� RICHARD Fy h 6/28/11 S. BOTTCHER m PLANS APPROVAL DATE N° 42/01801 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CALIF COPIES OF T1,115 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 BIOFILTRATION SWALE INFORMATION Z SYSTEM UNIT START LOCATION d' O RADIUS END LOCATION Elev LENGTH SLOPE DEPTH x -� Q TOP WIDTH 1 13 U "I10 IMP" LINE Sta 806+31.00, 132.59' Lt 1090.18 - L.� 1090.36 22.6 FT 0=008 O 4=1 4 FT 12 FT Lu Jr `!`' N 1 BORDER LAST REVISED 7/2/2010 BOTTOM WIDTH SWALE CROSS-SECTION ROLLED EROSION CONTROL PRODUCT (RECP) BLANKET (TYPE A) Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SSJBd, 10 14.8/15.5 205 566 9� 03/28/11 anFess,a REGISTERED CIVIL ENGINEER DATE oe H4� RICHARD Fy h 6/28/11 S. BOTTCHER m PLANS APPROVAL DATE N° 42/01801 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED qTF of CALIF COPIES OF T1,115 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 BIOFILTRATION SWALE INFORMATION NUMBER SYSTEM UNIT START LOCATION Elev RADIUS END LOCATION Elev LENGTH SLOPE DEPTH SIDE SLOPES BOTTOM WIDTH TOP WIDTH 1 13 e "I10 IMP" LINE Sta 806+31.00, 132.59' Lt 1090.18 - "I10 IMP" LINE Sta 806+52.26, 140.22' Lt 1090.36 22.6 FT 0=008 1 FT 4=1 4 FT 12 FT FT/FT 1 13 e "I10 IMP" LINE Sta 806+52.26, 140.22' Lt 1090.36 125 FT "I10 IMP" LINE Sta 807+03.82, 147.22' Lt 1090.80 52;4 FT 0,008 FT/FT 1 FT 4:1 4 FT 12 FT EARTHEN SWALE INFORMATION SYSTEM UNIT START LOCATION Elev RADIUS END LOCATION Elev LENGTH SLOPE DEPTH SIDE SLOPES BOTTOM WIDTH TOP WIDTH 13 f "I10 IMP" LINE Sta 807+03.82, 147.22' Lt 1090.80 125 FT "I10 IMP" LINE Sta 807+43.18, 137.70' Lt 1091.22 40.7 FT 0.008 FT/FT 1 FT 4=1 4 FT 12 FT 13 f "I10 IMP" LINE Sta 807+43.18, 137.70' Lt 1091.22 - "I10 IMP" LINE Sta '807+90.67, 117.62' Lt 1091.76 51.6 FT 0.008 1 FT 4:1 4 FT 12 FT FT/FT 13 f "I10 IMP" LINE Sta 807+90.67, 117.62' Lt 1091.76 125 FT "I10 IMP" LINE Sta 808+67.49, 110.95'Lt 1092.57 78.4 FT 0.008 1 FT 4:1 4 FT 12 FT FT/FT 13 f "I10 IMP" LINE Sta 808+67.49, 110.95'Lt 1092.57 - "I10 IMP" LINE Sta 808+83.59, 114.67'Lt 1092.74 16.5 FT 0.008 1 FT 4:1 4 FT 12 FT FT/FT 13 f "I10 IMP" LINE Sta 808+83.59, 114.67' Lt 1092.74 125 FT "I10 IMP" LINE Sta 809+47.61, 112.66' Lt 1093.41 64.3 FT 0.008 FT/FT 1 FT 4:1 4 FT 12 FT 13 f "I10 IMP" LINE Sta 809+47.61, 112.66' Lt 1093.41 - "I10 IMP" LINE Stc 810+05.42, 95.31' Lt 1094.03 59.8 FT 0.008 1 FT 4:1 4 FT 12 FT FT/FT 13 f "110 IMP" LINE Sta 810+05.42, 95.31' Lt 1094.03 300 FT "I10 IMP" LINE Sta 811+02.98, 81.81' Lt 1095.05 98.1 FT 0.008 1 FT 4:1 4 FT 12 FT FT/FT 13 f "I10 IMP" LINE Sta 811+02.98, 81.81' Lt 1095.05 - "I10 IMP" LINE Sta 811+17.60, 82.42' Lt 1095.20 14.4 FT 0.008 1 FT 4:1 4 FT 12 FT FT/FT USERNAME ->TY LIN-Riv DGN FILE => 846810X04 RELATIVE BORDER SCALE 02 3 IS IN INCHES I 1 I I UNIT 2232 N p M lfl \ N 6t r II II O � �W H DRAINAGE DETAILS oil o Q NO SCALE DD -48 ITI oO PROJECT NUMBER & PHASE 0800000745 BORDER LAST REVISED 7/2/2010 Pipe Trench or CSP 1 •4 0 Tot I 6B_ Z 1____J�7 ROUTE d' O SHEET1 Trench x —� Q SHEETS 08 SSJBd, U 14.8/15.5 206 L.� 9� 03/28/11 O anFess,a REGISTERED CIVIL ENGINEER LU RICHARD Fy h S. BOTTCHER 6/28/11 m PLANS APPROVAL DATE N° 42/01801 A xp. Exp.— N THE STATE OF CALIFORNIA OR /TS OFFICERS CIVIL BORDER LAST REVISED 7/2/2010 Pipe Trench or CSP 1 •4 0 Tot I 6B_ Ll "3-Clr SECTION A -A USERNAME ->TY LIN-Riv DGN FILE => 846810X049 RCP, CSP of SECTION B -B adding Bottom of trench NOTES I. Construct collar against undisturbed or compacted embankment material. 2. Collor to be constructed plumb. ANTI -SEEP COLLAR RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I I I UNIT 2232 1____J�7 ROUTE Pipe SHEET1 Trench Ll "3-Clr SECTION A -A USERNAME ->TY LIN-Riv DGN FILE => 846810X049 RCP, CSP of SECTION B -B adding Bottom of trench NOTES I. Construct collar against undisturbed or compacted embankment material. 2. Collor to be constructed plumb. ANTI -SEEP COLLAR RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I I I UNIT 2232 p M lfl \ N 6t r II II O � �W H DRAINAGE DETAILS oil T-87 NO SCALE DD -49 IT 0O PROJECT NUMBER & PHASE 0800000745 Dist COUNTY ROUTE POST MILES SHEET1 TOTAL TOTAL PROJECT No. SHEETS 08 SSJBd, 10 14.8/15.5 206 566 9� 03/28/11 anFess,a REGISTERED CIVIL ENGINEER DATE oe H4� RICHARD Fy h S. BOTTCHER 6/28/11 m PLANS APPROVAL DATE N° 42/01801 A xp. Exp.— THE STATE OF CALIFORNIA OR /TS OFFICERS CIVIL OR OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp P qTF THE ACCURACY OR COMPLETENESS OF SCANNED OF COPlE5 OF THJ5 PLAN SHEET. CALIF SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 p M lfl \ N 6t r II II O � �W H DRAINAGE DETAILS oil T-87 NO SCALE DD -49 IT 0O PROJECT NUMBER & PHASE 0800000745 X X I BORDER LAST REVISED 7/2/2010 Z TOTAL PROJECT valve box w/ cover SHEETS d' O 10 see Detail In this sheet 14.8/15.5 FG 9. I D X —I Q —I— Minor concrete x c U 6/28/11 I at contractor's option PLANS APPROVAL DATE 12/31 /11 A Exp. L.� Typ 8" Dia PVC riser pipe (schedule 40) SANBAG O 1170 WEST 3RD STREET Two sides, Typ SAN BERNARDINO, CA 92410 LU " Locating plate valve stem extension when depth to valve /z" smaller than operating nut exceeds 30". pipe riser ID, Typ, Tot 2 Square tubing to fit valve operating nut to 4 BORDER LAST REVISED 7/2/2010 I ----- -_-_ _-_-_Plastic or ductile Iron pipe 8" Ductile Iron gate valve MAINTENANCE DRAIN VALVE DETAIL USERNAME =>TY LIN-Riv DGN FILE => 846810X05 c 6" Min v 13" Min 11" Min Dia -1.3" Mtn. MAINTENANCE DRAIN VALVE VALVE BOX AND COVER DETAIL RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 Dist COUNTY I I Traffic rated cast Iron TOTAL PROJECT valve box w/ cover SHEETS marked 'DRAIN' 10 see Detail In this sheet 14.8/15.5 FG 9. I D • D D D 04 Hoop —I— Minor concrete x c I D D Square or round 6/28/11 I at contractor's option PLANS APPROVAL DATE 12/31 /11 A Exp. THE STATE OF CALIFORNIA OR ITS OFFICERS Typ 8" Dia PVC riser pipe (schedule 40) SANBAG 2" Square operating nut 1170 WEST 3RD STREET Two sides, Typ SAN BERNARDINO, CA 92410 Provide %Z" X III/2" square steel tubing " Locating plate valve stem extension when depth to valve /z" smaller than operating nut exceeds 30". pipe riser ID, Typ, Tot 2 Square tubing to fit valve operating nut I i I ----- -_-_ _-_-_Plastic or ductile Iron pipe 8" Ductile Iron gate valve MAINTENANCE DRAIN VALVE DETAIL USERNAME =>TY LIN-Riv DGN FILE => 846810X05 c 6" Min v 13" Min 11" Min Dia -1.3" Mtn. MAINTENANCE DRAIN VALVE VALVE BOX AND COVER DETAIL RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SSJBd, 10 14.8/15.5 207 566 9� 03/28/11 REGISTERED CIVIL ENGINEER QanFess,aN DATE 4� o RICHARD Fy S. BOTCHER 6/28/11 47080 PLANS APPROVAL DATE 12/31 /11 A Exp. THE STATE OF CALIFORNIA OR ITS OFFICERS %y CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr c THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CALIF C0P1E5 OF T1,115 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 ofo� \ N 6t r II II O � �W H DRAINAGE DETAILS 01 T-87 NO SCALE PROJECT NUMBER & PHASE j'_0 DD-50 I 0O 0800000745 f Unless otherwise X allowed 0.25' x 4.0' x 4.0' Angle (5mm x loomm x 100mm) X I Q BORDER LAST REVISED 7/2/2010 Weld hinge to angle Z TOTAL PROJECT -4o -.' 0.20 d' O 10 14.8/15.5 208 (50mm)Straa �i�7 Y ��� ✓ 03/28/11 X J Q 2.0' o RICHARD Fy U 6/28/11 (50mm) PLANS APPROVAL DATE Na, 12/31 /11 A Exp. L.� 0.5' Did. (15mm) bars OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp P THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CALIF C0P1E5 OF T1,115 PLAN SHEET. SANBAG O 1170 WEST 3RD STREET at 6.0' (0.15m) center SAN BERNARDINO, CA 92410 W ONTARIO, CA 91761 Bar length = pipe O.D. o� t 10' (0.25m) BORDER LAST REVISED 7/2/2010 Weld hinge to angle PLAN NO TES: 1. A# work shown shall conform to the opplicable sections of the current specifications entitled Standard Specifications, State of California, Business and Transportation Agency, Department of Transportation' approved current edition. 2. Side slopes shall not exceed 2.•1 3. All exposed metal in the outlet structure shah be hot dipped galvanized after fabrication. 4. Concrete shall contain no additives unless prior written approval is obtained hom the City Engineer. 5. Concrete shall be cured with a white pigmented curing compound complying to section 90-7.018 of the standard specifications. 6. No pipe bells shalt be placed in the structure. 275' x 80' Anchor (Rhm x 0.2m) Bolts welded to angle 6.0' (0.150) from ends ISI M J (2m) r5 1.0' 6.0' (0) (0.15m) 6.0' 6.0' (0.150) (0.150) SECTION ELEVA TION O.i75' x 2.0' (10mm x 50mm) Rat bar (length = pipe O.D. + 10' (0.25m)) 6.0' (0.15m) 05' (15mm) bars at 6.0' (0.15m) O.C. O.J75' (10mm) 6ai anized mochune bolts into lead shields NO 0.5' (1500) bars to flat bars at tap and bottom DRAINAGE BASIN OUTLET STRUCTURE USERNAME ->TY LIN-Riv DGN FILE => 846810X05 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 1 UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' 0.20 2.0 10 14.8/15.5 208 (50mm)Straa �i�7 Y ��� ✓ 03/28/11 Hinge QaOFESS1 DATE 4� 2.0' o RICHARD Fy S. BOTTCHER 6/28/11 (50mm) PLANS APPROVAL DATE Na, 12/31 /11 A Exp. THE STATE OF CALIFORNIA OR /75 OFFICERS 0.5' Did. (15mm) bars OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp P THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CALIF C0P1E5 OF T1,115 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET at 6.0' (0.15m) center SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 Bar length = pipe O.D. o� t 10' (0.25m) PLAN NO TES: 1. A# work shown shall conform to the opplicable sections of the current specifications entitled Standard Specifications, State of California, Business and Transportation Agency, Department of Transportation' approved current edition. 2. Side slopes shall not exceed 2.•1 3. All exposed metal in the outlet structure shah be hot dipped galvanized after fabrication. 4. Concrete shall contain no additives unless prior written approval is obtained hom the City Engineer. 5. Concrete shall be cured with a white pigmented curing compound complying to section 90-7.018 of the standard specifications. 6. No pipe bells shalt be placed in the structure. 275' x 80' Anchor (Rhm x 0.2m) Bolts welded to angle 6.0' (0.150) from ends ISI M J (2m) r5 1.0' 6.0' (0) (0.15m) 6.0' 6.0' (0.150) (0.150) SECTION ELEVA TION O.i75' x 2.0' (10mm x 50mm) Rat bar (length = pipe O.D. + 10' (0.25m)) 6.0' (0.15m) 05' (15mm) bars at 6.0' (0.15m) O.C. O.J75' (10mm) 6ai anized mochune bolts into lead shields NO 0.5' (1500) bars to flat bars at tap and bottom DRAINAGE BASIN OUTLET STRUCTURE USERNAME ->TY LIN-Riv DGN FILE => 846810X05 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 1 UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SSJBd, 10 14.8/15.5 208 566 �i�7 Y ��� ✓ 03/28/11 REGISTERED CIVIL ENGINEER QaOFESS1 DATE 4� o RICHARD Fy S. BOTTCHER 6/28/11 47080 PLANS APPROVAL DATE Na, 12/31 /11 A Exp. THE STATE OF CALIFORNIA OR /75 OFFICERS %y CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp P THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CALIF C0P1E5 OF T1,115 PLAN SHEET. SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 DRAINAGE DETAILS NO SCALE PROJECT NUMBER & PHASE DD -51 0800000745 O 0 ro _ I 10 X X IrQ a BORDER LAST REVISED 7/2/2010 48" CSP Riser DETAIL 1 7 - L 2" X 2" X /4" posts equally sp L 2" X 2" X I& a 8" on center I/4" X 3" Rolled plate to CSP 00 + I/4" Tvn tnn -1 hnt+, n� 12-%" DicX6" Galvanized anchor bolts with nuts tightened on CSP, equally spaced X Minor concrete %a" Dlo x 6" bolts, Typ PLAN USERNAME =>TY LIN-Riv DGN FILE => 846810X05 CSP Riser Concrete footing •5 a12 F I #51Qt Z V, 4o_.' Bend to 0 R = 2 Y21- 2"Wire u N D D , • D - D P D D D P P P , CCj steel rods X J Q DETAIL 5 6" C -C, EA way Typ U BAND CLAMP Intersection %2" x 6" Go Iv L� anchor bolt OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr c THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CALIF COPIES OF T1,1I5 PLAN SHEET" 0 Ea anchor O quaIXy3spaced 3200 EAST GUASTI ROAD per rsera pIan vIew oneaterd W g Quality Ou+le+ Riser - Type I", "Water Quality al Outlet Riser - Type 2", "Water Quality Outlet plate to CSP OD N 4 sheets BORDER LAST REVISED 7/2/2010 48" CSP Riser DETAIL 1 7 - L 2" X 2" X /4" posts equally sp L 2" X 2" X I& a 8" on center I/4" X 3" Rolled plate to CSP 00 + I/4" Tvn tnn -1 hnt+, n� 12-%" DicX6" Galvanized anchor bolts with nuts tightened on CSP, equally spaced X Minor concrete %a" Dlo x 6" bolts, Typ PLAN USERNAME =>TY LIN-Riv DGN FILE => 846810X05 CSP Riser Concrete footing •5 a12 F I #51Qt DETAIL 2 Bond clamp per Detoll 5 012„ TOTAL PROJECT 4o_.' Bend to E yEILj R = 2 Y21- 2"Wire u N D D , • D - D P D D D P P P , DETAIL 2 Bond clamp per Detoll 5 012„ TOTAL PROJECT 4o_.' Bend to CSP riser R = 2 Y21- 2"Wire Wiremesh 5/d" Did A36 See Note 2 steel rods e spaced a DETAIL 5 6" C -C, EA way Typ Typ, Weld Ea BAND CLAMP Intersection %2" x 6" Go Iv THE STATE OF CALIFORNIA OR 1775 OFFICERS anchor bolt OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr c THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CALIF COPIES OF T1,1I5 PLAN SHEET" 0 Ea anchor Wrap wire mesh around Top ofbo+tom and Concrete pads side edges DETAIL 3 DEBRIS RACK CAGE WATER QUALITY OUTLET RISER MISCELLANEOUS DETAILS NO. 1 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist COUNTY 012„ TOTAL PROJECT 4o_.' SHEETS q d." 14.8/15.5 209 566 9� 03/28/11 e QanFess,aN DATE 4� DETAIL 5 �A S. BOTTCHER BAND CLAMP 47080 a THE STATE OF CALIFORNIA OR 1775 OFFICERS %y CIVIL OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr c THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CALIF COPIES OF T1,1I5 PLAN SHEET" SANBAG L2"X2„X'/4” Typ / quaIXy3spaced 3200 EAST GUASTI ROAD per rsera pIan vIew oneaterd /i6ao g Quality Ou+le+ Riser - Type I", "Water Quality al Outlet Riser - Type 2", "Water Quality Outlet plate to CSP OD Riser - Type 2" sheets L 2" X 2" X /4" L 2" X 2" X Posts Typ Typ DETAIL 3 DEBRIS RACK CAGE WATER QUALITY OUTLET RISER MISCELLANEOUS DETAILS NO. 1 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist COUNTY DETAIL 4 TOTAL PROJECT 4o_.' SHEETS WIRE MESH SUPPORT FRAME " 14.8/15.5 209 566 9� 03/28/11 REGISTERED CIVIL ENGINEER QanFess,aN DATE 4� DETAIL 5 o RICHARD Fy S. BOTTCHER BAND CLAMP 47080 PLANS APPROVAL DATE Na, 12/31 /11 A Exp. THE STATE OF CALIFORNIA OR 1775 OFFICERS %y CIVIL OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr c THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CALIF COPIES OF T1,1I5 PLAN SHEET" SANBAG L2"X2„X'/4” Typ / \ 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 4^ " Diblts, Typ 5/*3�% ONTARIO, CA 91761 /4" X 3" Rol led �e' (%" I� washer, Typ 1 plate to CSP OD L 2" X 2" X /4" L 2" X 2" X Posts Typ Typ L 2" X 2" X 1/4" Posts i/4X 3'/4" X 3" X 3", Tot 4,Rolled plate equally spacedTyp D i a bo l ts, nuts & '/45her, Typ x x %" x 0'-3", Typ/ Typ �/4" m i/4,. Typ X 3" X 3" Tot 4, equally NOTES: spaced 4 -5/a" Dla carriage CSP riser bolts with square I. All hardware and fabrication materials shoulder, nuts, and I/q" X 3" Rolled shall be galvanized except as noted. washers CSP riser pp te�i/to CSP 2• 1/4 X 1/4" (4 mesh per I ") 0.032" wire Outside diameter of for fasteners shall Dio, type 304 stainless steel. r�om(nd1 48" CSP riser _� c be ut square to match bolt 3. Seal bolt holes and coat connection steel SECTION A - A shoulders with asphalt mastic (ASTM A491). Trowel asphalt mastic a minimum of %2" thick an and around connection steel. Use mastic to fill corrugations behind washer plates. SECTION B -B DETAIL 3 DEBRIS RACK CAGE WATER QUALITY OUTLET RISER MISCELLANEOUS DETAILS NO. 1 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT 4o_.' SHEETS 08 SSJBd, 10 14.8/15.5 209 566 9� 03/28/11 REGISTERED CIVIL ENGINEER QanFess,aN DATE 4� o RICHARD Fy S. BOTTCHER 6/28/11 47080 PLANS APPROVAL DATE Na, 12/31 /11 A Exp. THE STATE OF CALIFORNIA OR 1775 OFFICERS %y CIVIL OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr c THE ACCURACY OR COMPLETENESS OF SCANNED qTF OF CALIF COPIES OF T1,1I5 PLAN SHEET" SANBAG PARSONS 1170 WEST 3RD STREET 3200 EAST GUASTI ROAD SAN BERNARDINO, CA 92410 SUITE 200 ONTARIO, CA 91761 DRAINAGE DETAILS NO SCALE PROJECT NUMBER & PHASE DD -52 0800000745 O 0 ro 00 x x m DESCRIPTION CSP* (0.138'') SIZE RCP CLASS IV SIZE HDPE TYPE C,D,OR S PVC SIZE SIZE 8'' AP 8" 8" 8" 8" 18'' AP 18" 18" 18" 18" 24'' AP 24'' 24'' 24'' 24'' 30'' AP N/A 30'' 30'' N/A ALLOWABLE COATINGS SELECTED PIPE SHALL HAVE A DESIGN POLYMERIZED ASPHALT MANNING'S n OF 0.012 OR LESS. POLYMERIC SHEET COATING ALTERNATIVE PIPE (AP) TABLE BORDER LAST REVISED 7/2/2010 NOTES, 1. FOR ALLOWABLE PIPE ALTERNATIVES, SEE DRAINAGE DETAILS SHEET. 2. ALL PIPE JOINTS ARE STANDARD JOINT TYPE. ABBREVIATIONS: HMA HOT MIX ASPHALT HMAOD HOT MIX ASPHALT OVERSIDE DRAIN DRAINAGE QUANTITIES O z 4 W w = U1 LL] 0 a Q O on z :2iQ W V) U) W U Q Q 0 z z w 0 a Q W W — [L z 0 o z M Q T REMOVALS L O r U PIPES X o U z Q Q U — LL Q U ~ z O -D� W m (1- Q W v Q _ V) =)F— O W z Q W U U) O C U '--' � m a W IL U) Iz � W E tz m - c9 M z W 0 Q U z (2 Q tz cn rz m W L� W > Q > z --, Q W U z Q z W z Q :5P z O a > a u x w U � W a_ W w > O W � O W U) Ir W > 0 W W W U Er - U z O Q W U J — O U) -i_-i = = W m z Q W U Q tr F— W U7 W w W W > > > > 0 0 0 0 W W W W Z n Q m u — Q U LL > 0 W (r W m a o0 Q `S tV n� CL O (-Q < a - CO 0 o N LF LF BORDER LAST REVISED 7/2/2010 NOTES, 1. FOR ALLOWABLE PIPE ALTERNATIVES, SEE DRAINAGE DETAILS SHEET. 2. ALL PIPE JOINTS ARE STANDARD JOINT TYPE. ABBREVIATIONS: HMA HOT MIX ASPHALT HMAOD HOT MIX ASPHALT OVERSIDE DRAIN DRAINAGE QUANTITIES O z 4 W w = U1 LL] 0 a Q O on z :2iQ W V) U) W U Q Q 0 z z w 0 a Q W W — [L z 0 o z M Q REMOVALS DRAINAGE PIPES J J W W Z Z G J Q W = = z U U Q = J W U ~ — W W Iz J z U W U z W a O m U W W LW (z 0z z W U U m > m Iz m F— Q U) U) m J W Z Z Q = U - z O — ~ Q > Q U x W W 0Y I— U > m F— U) z Q Q U — LL Q U ~ z O -D� W m (1- Q W v Q _ V) =)F— O W z Q W U U) Q W d v W z Q J m IZ u W Iz J D W = U U) m w U) F m > - 00 U '--' � m a W IL U) Iz � W E tz m - c9 M z W 0 Q U z (2 Q tz cn rz m W L� W > Q > z --, Q W U z Q z W z Q :5P z O a > a u x w U � W a_ W w > O W W J z W > 0 W lY J J � 0 Q W = W > 0 W (r W U) Ir W > 0 W W W U Er - U z O Q W U J — O U) -i_-i = = W m z Q W U Q tr F— W U7 W w W W > > > > 0 0 0 0 W W W W Z n Q m u — Q U LL > 0 W (r zQ O U) U) W W C Q U O J W > 0 W lz m a o0 Q `S tV m Q (D M CL O (-Q < a - CO 0 0 o LF LF EA EA CY LF EA EA LF EA EA LF CY CY LB CY TON SF LF SF LF EA EA CY D-2 1 a 103 61 8762 177 b 680 759104498 2498 c 55 57 7508 133 d 728 615151974 1552 D-3 e 925 996214690 2574 f 249 274 55315 1266 9 440 414 90048 3900 D-4 h 1764 1564361202 9049 1 1075 744206938 4774 j 336 230 47062 819 D-3 k 160 SHT TOTAL 1 1 6355 57141247996 2674 (N) = N01 A SEHAKAIE KAY IIEM,IUK INIUKMAIIUN ONLY USERNAME ->TY LIN-Riv DGN FILE => 8468 0!d00 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I I I UNIT 2232 0 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 210 566 03/24/11 AOFESSJQ REGISTERED CIVIL ENGINEER DATE oe Nay STEVEN y B. FRIESON 06/28/11 Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FORsr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED 41j1 of cnl-iF°��x COPIES OF T1115 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 o � <v � <v m n 0 0 � r I � o a � I ~ W o DRAINAGE QUANTITIES � PROJECT NUMBER & PHASE w 0 DQ -1 Ko ,o 0800000745 x x m BORDER� z w w o 0 w w ED O In o Z w w Q T w J O =J Z Q w w E Z O U n Q w EL Eh- w Z Z -- U o ~Lli U w Z� z O w� c- L O w w un o Q Z O r c� n Ld L- LLi w� vw Z O� �w O z� r U -2-2 w > O (� x Q w L- a CDD a wLij h Q w w z , Q o w U Q - N x o J Q DESCRIPTION STATION o 0 U O z w w = Ln w CD a z Q 0 SF iW EA EA LF �o EA EA CY w W CY FT WI- LF CY o N LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z a w Q w w a UILL z O Q J LL CL) z w w o 0 w w ED O In o Z w w Q z Q o w z J o W F --v a w CD w J O =J Z Q w w E Z O U n Q w EL Eh- w Z Z -- U o ~Lli U w Z� z O w� c- Z O v I— Qp w� w O� J (n - Z O C-) F-- 0 i 0 .— z J O u W w C>'tz U z O U w w un o Q Z O r c� n Ld L- LLi w� vw Z O� �w O z� z LL un Li- = O> =_ cD O E- w= -2-2 w > O (� x Q w L- a CDD a wLij h Q w w z , Q o w U Q - N � o w w = C2 Z O Cr O z z w > 0 oZ a � a Iz w W J O = z Q DESCRIPTION STATION 0� o z � un >- n w C Q z Q o . 0� z Z w CD a z Q 0 O z w w = Ln w CD a z Q 0 SF EA EA LF EA EA CY EA LB CY FT FTEA LF CY EA 1 D-2 TRANSITION "CI3'' 788+12.44 45.84' Lt a BOX CULVERT "CI3'' 788+72.64 52,75' Lt b TRANSITION ''C 13'' 793+07,82 54.03' Lt c 10 TRIPLE BOX CULVERT ''C 13'' 793+37.80 46.66' Lt d 20 TRIPLE BOX CULVERT ''C 13'' 796+27.80 45,52' Lt e D-3 >20 DOUBLE BOX CULVERT ''CI3'' 799+93.86 12.58' Lt f >20 IDOUBLE BOX CULVERT 11CI3'' 800+68.35 42.06' Rt 9 20 DOUBLE BOX CULVERT ''Cl'' 52+49,66 94.03' Rt h D-4 10 DOUBLE BOX CULVERT "CII" 809+87.19 12,28' Lt TRANSITION 'CI1" 814+84.96 43.46' Lt k D-3 SHEET TOTAL (N) = NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810id00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I I I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 211 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/11 , Na. C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F OF CALi���x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -2 0800000745 o 0 0 x x y BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES a T REMOVALS L O r U DRAINAGE PIPES X o J U J 0 � O ww n� o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES W = N01 A SEHAKAIE KAY 1IEM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SBd 10 14.8/15.5 212 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Nay STEVEN y B. FRIESON 06/28/11 Na. C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9/F of CALIF COPIES OF T11I5 PLAN SHEET° SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 O DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -3 0800000745 o 0 o REMOVALS DRAINAGE PIPES J z W J J w Z W W w Z Z Z Z G J Q = Z Q U ZQ Q W z U Q W W O O = = U - > Er - U) U Q Z Q Q J Q U Z Z U) W = J W U O - U - v W D > ~ — ~ LL Q d W Z O on Z J O Q n Q w W w LL EL J Q > _ = U w 0 --, Q z O Z 0 J W U m C Z U W W Q Q v U) Q :2iQ LU z w � J - O U) w =-i U Z a O U x U V) w F- � U a W W W W 0 = Z W u Q m U W O W W Z W > w V) - m J Q W m z Q LU - U ~ w w U E U U a = Z EL Z W U) U Q tY F- Q O W W LL W Z Z Z U) '--'Q tY Z u U1 U) W = IY W U7 U J (Y 0z Z 0Y Q Q m � tY Q x z w w O J m w z w w w LL 0 w w w w w w w w w w w w m w I- -D � m a cn w o o 0 o > > > > > > > > > > a Q Q w w U U m U w LL _ a Q a z O 0 0 0 0 0 0 0 0 0 a > > w U a-> Z w z U z z z a � L�: - - - - m Y m w m y (1-- m M W W W W W W W W W W o0 4 O O - F- Q F --W - U) c9 W Q a a Q a m w Iz m m m w w w m N r-) (-o 0o U) un m U) ( m 00 m r� o :5P o 0 0 o LF LF EA EA CY LF EA EA LF EA EA LF CY CY LB CY TON SF LF SF LF EA EA CY D-1 2 c b 45.8 c d 290.2 e D-1 3 4 b 60.1 D-2 c. d 246.7 e f 158.1 9 h 53.1 i j 4.6 k 90,8 m n 110.4 0 p 95.5 q r 120,6 s t 122.1 U V 97.1 w x 21.7 Y z 172.1 D-3 Oa SHT TOTAL 1075.5 613.4 W = N01 A SEHAKAIE KAY 1IEM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SBd 10 14.8/15.5 212 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Nay STEVEN y B. FRIESON 06/28/11 Na. C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9/F of CALIF COPIES OF T11I5 PLAN SHEET° SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 O DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -3 0800000745 o 0 o x x BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z a z T w J L O r U -2-2 x o J Q o 0 U �o O ww n --r o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z z w J z z -2-2 z O =J Z w a Q Z Z --- i w w Q w -- Z w > 0 0� w w U O w LL L- a o w a z o ~Lli v w CDD w oZ Q I- un a o z . O UILL O o Ld L- w a , DESCRIPTION STATION 0� z z O w E U Qp J o LLi Q w � � z w o w z Z O w w� O u Q w� vw un > O wLij h o = C2 a Iz un w w Q 0 In J U Z� z w O� W Z O Z O� Li- = O> (� Q w Z O w >- n Z = Ln O J Y �w w U W J w o o n (n - w _ Q J O w w w w Z w Q Z Cr . tz = O Cr C� CD CD LL w F --v w� O U c� O cD E- w O = Q a a a w C-) F-- z n z� x - z z z z z w w EL o 1 O w= Q z N Q CL) ED Q CD Eh- c- 0 .- U Q o Q 0 Q 0 SF EA EA LF EA EA CY EA LB CY FT FTEA LF CY EA 2 D-1 1 I-10 CHANNEL "I-10" 775+79.84 108.24' Lt a b 1 634 1.9 3.8 2 MOD GDO INLET, GRATE 24-12 "I-10'' 776+11.89 76.66' Lt c d 1 634 1.7 3.5 2 MOD GDO INLET, GRATE 24-12 "I-10" 776+11.89 76.66' Lt e 3 D-1 1 I-10 CHANNEL "CI3" 782+44.06 42.92' Lt a b 634 2.4 5.3 2 MOD GDO INLET, GRATE 24-12 "CI3" 783+00.00 19.50' Lt c D-2 d 634 2.1 4.4 2 MOD GDO INLET, GRATE 24-12 "CI3" 785+49.91 19.63' Lt e f 634 2.0 3.3 2 MOD GDO INLET, GRATE 24-12 "CI3" 787+12.10 22.28' Lt 9 h 634 2.2 4.8 2 MOD GDO INLET, GRATE 24-12 "I-10'' 787+57.43 76,20' Lt I J 634 2.2 4.8 2 MOD GDO INLET, GRATE 24-12 "I-10" 787+65.00 76.05' Lt k 1 634 2.2 4.7 2 MOD GDO INLET, GRATE 24-12 "I-10" 788+60.00 74.89' Lt m n 634 1.8 3.6 2 MOD GDO INLET, GRATE 24-12 "I-10'' 789+75.00 77.97' Lt 0 P 1 634 1.8 3.5 2 MOD GDO INLET, GRATE 24-12 "I-10" 790+75.00 79,42' Lt q r 634 1.8 3.5 2 MOD GDO INLET, GRATE 24-12 "I-10" 792+00.00 79.73' Lt s t 1 634 1.8 3.5 2 MOD GDO INLET, GRATE 24-12 "I-10" 793+25.00 80,55' Lt U V 326 1.8 3,6 1 MOD G3 INLET, GRATE 24-12 "Cl2" 794+25.00 20.00' Lt w x 326 1.7 3.4 1 MOD G3 INLET, GRATE 24-12 "Cl2" 794+50.00 20,00' Lt Y 326 1,7 3.3 1 MOD GDO INLET, GRATE 24-12 "Cl2" 796+25.00 20.00' Lt as 4 2' 858 1.8 2 SHEET TOTAL (N) = NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY USERNAME ->TY LIN-Riv DGN FILE => 8468 0!d00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 213 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/11 , Na. C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F OF CALi���x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -4 0800000745 o 0 o x x BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES a T REMOVALS L O r U P:PL X o J U O � O ww n� z o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES (N) = N01 A SEHAKAIE KAY 1IEM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SBd 10 14.8/15.5 214 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Nay STEVEN y B. FRIESON 06/28/11 " Na. C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F OF CALi���x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 0 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -5 0800000745 o 0 0 REMOVALS DRAINAGE P:PL � z W J J w Z r W W Z Z Z Z G J Q -E Z Q U ZQ Q W z U Q W W O O = = U - > Er - V7 U Q Z Q Q J Q U) (3 Z Z l/7 W Z J W U O — U — v W D > ~ ~ LL Q d W Z O on Z J O Q n Q W w LL EL J Q > _ = U W 0 --, Q z O z o � w U m o U w w a a v n a � :2ia Ld Z W � -jU O n _ z a O U x U V) =)F— � U o a w CIL- w wL� = z w O a m U w O w m w z w > w v> — a_ J Q W m z Q LLI - U ~ LL w U E U U a _ Z EL Z W In U Q tY F- Q O W W LL W Z Z Z V� '--'EL Q Z U (n lJ) W S IY EL (f7 U J (Y 1z Z 0Y Q Q m cl� tY Q x z O J m m z w W w LL 0 w w W w w w w w w W m m I- I- w I- -Dm U a cn W 0 U o > > > > > > > > > > a Q Q CL < U U m U W LL U _ a Q Q z O 0 0 0 0 0 0 0 0 0 a > > w U a-> � z U m cY m m m tri u IL - m M W W W W W W W W W W o0 Q O O - F- Q F- W - un c9 W Q a a Q a m m o m m m m m m vr� u0 co n n m n m co m r� o o 0 0 o LF LF EA EA CY LF EA EA LF EA EA LF CY CY LB CY TON SF LF SF LF EA EA CY D-3 3 bb 198.3 cc dd ee ff 47.0 99 hh II 47.0 kk II mm nn 37.0 00 PP qq rr I I I I I I 1 1 48.0 SS tt uu vv 44.0 WW X X YY zz 52.7 aaa bbb D-2 ccc 14.9 ddd eee SHT TOTAL 488.9 (N) = N01 A SEHAKAIE KAY 1IEM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SBd 10 14.8/15.5 214 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Nay STEVEN y B. FRIESON 06/28/11 " Na. C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F OF CALi���x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 0 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -5 0800000745 o 0 0 x x BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z a z T w J L O r U -2-2 x o J Q o 0 U �o O ww n� o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z z w J z z -2-2 z O =J Z w a W Q Z Z --- i < -- W > OO Q w w U Z O w L- o 0 w w o w LL a w a z ~Lli v w CD oZ o UILL Q I- un Ld , a DESCRIPTION STATION z . 0� O z z w O o E Qp J o L- LLi w a Q w � � z O w w Z U O Q w� un > wLij = a w Q o z O U w Z� w� CD Z v w Z Li- = O (� � Q o C2 Z Iz w un >- Z w = 0 In J z w O� W O O� O> w O n Ln J w o o n O J (n - w �w w U Q W J w w w w Z w Q Z L>'D' _ _ Cr O LL w F --v w �O U c� O� cDO E- w O = Q a a a w C-) F-- z n z� x - z z z z z w w EL O I O w= Q z N Q CL) CD Q CD Eh- c- 0 .— C-) Q o Q 0 Q 0 SF EA EA LF EA EA CY EA LB CY FT FTEA LF CY EA 3 D-3 bb 326 1.1 3.5 1 G1 INLET, GRATE 24-12 ''Cl2'' 798+25.00 4,00' Rt cc 1 PCC APRON (INLET DEPRESSION) dd 18 ee ff 326 1.1 3.6 1 G1 INLET, GRATE 24-12 ''Cl2'' 798+75.00 4.00' Rt 99 1 PCC APRON (INLET DEPRESSION) hh 17 1I 326 1.1 3.6 1 G1 INLET, GRATE 24-12 ''Cl2'' 799+25.00 4.00' Rt kk 1 PCC APRON (INLET DEPRESSION) II 15 mm nn 326 1.1 3.5 1 G1 INLET, GRATE 24-12 ''Cl2'' 799+65,00 4.00' Rt 00 1 PCC APRON (INLET DEPRESSION) Pp 5 1 qq rr 326 1,0 3.4 1 G1 INLET, GRATE 24-12 ''Cl2'' 800+16,00 4.00' Rt SS 1 PCC APRON (INLET DEPRESSION) tt 16 uu vv 326 1.1 3.5 1 G1 INLET, GRATE 24-12 "GI2'' 800+63.00 4.00' Rt ww 1 PCC APRON (INLET DEPRESSION) xx 16 YY z 326 1.0 3.0 1 G1 INLET, GRATE 24-12 ''Cl2'' 800+18,81 50.58' Lt GGa 1 IPCC APRON (INLET DEPRESSION) bbb ccc D-2 634 1.9 4.0 2 MOD GDO INLET, GRATE 24-12 ''I-10'' 787+79,57 83.18' Lt ddd 1 PCC APRON (INLET DEPRESSION) eee 97 291617.4 9 SHEET TOTAL (N) = NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810id006 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 215 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/11 " Na C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F OF CALi���x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -6 0800000745 o 0 of x x BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES T REMOVALS L O r U DRAINAGE PIPES X o J U J O � O ww n� o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES W = N01 A SEHAKAIE KAY 1IEM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SBd 10 14.8/15.5 216 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Nay STEVEN y B. FRIESON 06/28/11 " Na" C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9/F of CALIF COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 O DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -7 0800000745 o 0 o REMOVALS DRAINAGE PIPES J z W J J w Z W W w Z Z Z Z G J Q = Z Q U ZQ Q W z U Q W W O O = = U - > Er - U) U Q Z Q Q J Q U Z Z U) W = J W U O - U - v W D > ~ — ~ LL Q d W Z O on Z J O Q n Q w W w LL EL J Q > _ = U w 0 --, Q z O Z 0 J W U m C Z U W W Q Q v U) Q :2iQ Ld Z w � J - O U) w =-i U Z a O U x U V) w F- � U a W W W W 0 = Z W u Q m U W O W W Z W > w V) - m J Q W m z Q W - U ~ w w U E U U a = Z EL Z W U) U Q tr F- Q O W W LL W Z Z Z U) '--'Q tz Z u U1 U) W = Ir W U7 U J (z 0z Z 0Y Q Q m � tz Q x z w w O J m w z w w w LL 0 w w w w w w w w w w w w m w I- -D � m a cn w o o 0 o > > > > > > > > > > a Q Q w w U U m U w LL _ a Q a z O 0 0 0 0 0 0 0 0 0 a > > w U a-> Z w z U z z z a � L�: - - - - m z m w m y (1-- m M W W W W W W W W W W o0 4 O O - F- Q F --W - U) c9 W Q a a Q a m w Dz m m m w w w m c� r� (-o Go U) un m U) ( m 00 m r� o :5P o 0 0 o LF LF EA EA CY LF EA EA LF EA EA LF CY CY LB CY TON SF LF SF LF EA EA CY D-2 4 Q b 3.5 C d e D-2 5 a 1 b 30 G d 197.6 e f 7.1 9 h 17.1 i j 52.1 k 1 137.1 m D-2 6 0 1 b 140 C d 486.7 e f 9 48.0 h i j 44,3 k 1 50 SHT TOTALl 301 50 1 1 1 414.5 579 1 0` W = N01 A SEHAKAIE KAY 1IEM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SBd 10 14.8/15.5 216 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Nay STEVEN y B. FRIESON 06/28/11 " Na" C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9/F of CALIF COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 O DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -7 0800000745 o 0 o x x BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z a z T w J L O r U -2-2 x o J Q o 0 U �o O ww n --r o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z z w J z z -2-2 z O =J Z w a Q Z Z --- i w -- w > 0� Q w w U Z O w L- o 0 w w o w LL a w a z ~Lli v w CDD oZ o UILL Q I- un a z . O O o Ld L- w a , DESCRIPTION STATION 0� z z O w E U Qp J o LLi Q w � � z w o w z Z O w w� O u Q w� vw un > O wLij h o = C2 a Iz un w w Q In J U Z� w O� Z O Z Li- = (� Q w Z w >- Z = 0 z J W r O� O> O W n Ln J w o o n O (n . w �w w U Q J w w w w Z w Q Z C>'tz =_ O Cr O C CD CD LL w F --v w� O U c� O cD E- w O = Q a a a w C-) F-- z n z� x - z z z z z w w EL o f O w= Q z N Q CL) ED Q CD Eh- c- 0 .- U Q o Q 0 Q 0 SF EA EA LF EA EA CY EA LB CY FT FTEA LF CY EA 4 D-2 1 ''CI3'' 793+53.04 64.35` Lt a b 326 1.2 4.0 1 G1 INLET, GRATE 24-12 ''CL3'' 793+56,11 67.09' Lt c 1 PCC APRON (INLET DEPRESSION) d 1.2 CONCRETE V -DITCH e 5 f D-2 CI 24'' CMP b 326 1.1 3.5 1 MOD G3 INLET, GRATE 24-12 "I-10'' 785+89.50 1.39' Rt c d 1 326 1.3 4.0 1 MOD G3 INLET, GRATE 24-12 "I-10'' 787+90.00 1.69'Rt e f 634 1.9 3.9 2 MOD GDO INLET, GRATE 24-12 "1-10'' 788+00.00 1.73`Rt 9 h 1 634 1.9 3.9 2 MOD GDO INLET, GRATE 24-12 "I-10'' 788+20.00 1.80'Rt J 326 1.3 4.0 1 MOD G3 INLET, GRATE 24-12 "I-10'' 788+75.00 1.81'Rt k I 326 1.3 4.1 1 MOD G3 INLET, GRATE 24-12 "I-10'' 790+15.00 1.79'Rt m 6 D-2 a b 1 MOD TYPE L HEADWALL "I-10'' 785+92.93 97.72' Rt c d 1 PCC APRON (INLET DEPRESSION) e 634 2.4 5.3 2 IMOD GDO INLET, GRATE 24-12 "I-10'' 790+75.00 77.05' Rt f 9 1 PCC APRON (INLET DEPRESSION) h 634 2.4 5,3 2 MOD GDO INLET, GRATE 24-12 "I-10'' 791+25,00 81.54'Rt J k 24'' RCP 2 1 1 1 1 1 2 4166 19 1 SHEET TOTAL (N) = NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810id00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 217 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y ti B. FRIESON 06/28/11 " Na. C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F OF CALi���x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -8 0800000745 o 0 o x x BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES T REMOVALS L O r U P:PL X o J U 0 �O ww n� z o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES W = N01 A SEHAKAIE KAY IIEM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SBd 10 14.8/15.5 218 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/11 Na C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR 175 OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F of cnLiF°��x COPIES OF T1115 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -9 0800000745 o 0 0 REMOVALS DRAINAGE P:PL � z W J J w Z r W W Z Z Z G J Q -E Z Q U ZQ Q W Z U Q W W O O = = - > � V7 U Q Z Q Q J Q U) (3 Z Z l/7 W Z W W O O -- CO - v W D > ~ — ~ LL Q d W Z O 0n Z J O Q n Q W w LL EL J Q > _ = U W 0 --, Q z O z 0 � W U m o v W Wu a a v n a � :2ia Ld Z W R�: -ju O n _ z a O x U V) =) F— fl� u o F- a w CI-- w WL� = z w O a m u w O w W z w > w v> - a_ _j a m m z a W U ~ W w v E (2 U a _ Z EL Z W In U Q tY F- Q O W W LL W Z Z Z V� '--'EL Q Z u (n lJ) W S IY EL (f7 U J (Y 1z Z 0Y Q Q m cl� tY Q x z O J m m z W W W LL 0 w W W W W w W W W W m m w I- -Dm a cn W 0 0 > > > > > > > > > > a Q Q CL < v v m v W LL a Q Q z O O O O O O O O O O a > > Wu a-> rz z c, m cY m m m tri u IL - m M W W W W W W W W W W o0 Q O O - F- Q F- W - un c9 W Q a a Q a m m m m m m m m vr� 1-0 co n n m n m co m r� o o 0 0 o cr LF LF EA EA CY LF EA EA LF EA EA LF CY CY LB CY TO SF LF SF LF EA EA CY D-2 6 IT) n 0 110.7 P q 12.1 r s 22.1 t u 22.1 V W 42.1 x Y 52.6 z as 22.1 bb cc 22.1 D-3 I dd ee 145.7 ff 99 1 hh 18 D-2 7 a 10.2 b c 8 d 1 e 30 f 9 3.3 h 453.8 D-3 j 5HT TOTAL 48 8 1 1 602.8 107 209.1 W = N01 A SEHAKAIE KAY IIEM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SBd 10 14.8/15.5 218 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/11 Na C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR 175 OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F of cnLiF°��x COPIES OF T1115 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -9 0800000745 o 0 0 x x BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z z T w J L O r U -2-2 x o J a o 0 U �o O ww n� o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z z w J z z -2-2 z O =J Z w a W Q Z Z --- i W w Q w -- Z w > 0 0� w w U O w LL a o w a z o ~Lli v w w o Q I- cn Z a o z . O U O w o o w a , DESCRIPTION STATION 0 z z z O w E U Qp J w~ Q w � � P w o F w z Z O w w� O cD Q w� v un > O wLij � o = C2 a Iz un w w Q 0 In J U z� z w O� W Z O w Z O� Li- = O> (� Q w Z O w >- n Z = Ln O J Y �w w U W J w w o Z o w n Q (n - Z w C>' . <Y =_ Q Cr J O w C w CD w CD LL w F --v w� O U c� O cD O E- w O = Q a a a w C-) F-- z n z� x - z z z z z w w EL o 1 O w= Q z N Q CL) ED Q CD Eh- c- Q o Q 0 Q 0 SF EA EA LF EA EA CY EA LB CY FT FTEA LF CY EA 6 D-2 PCC APRON (INLET DEPRESSION) m 634 2.4 5.4 1 1 2 1 MOD GDO INLET, GRATE 24-12 "I-10'' 791+71.49 83.94' Rt n O 1 634 2.3 5.2 2 MOD GDO INLET, GRATE 24-12 "I-10'' 792+85.00 89.10' Rt p q 1 634 2.3 5.1 2 1 MOD GDO INLET, GRATE 24-12 "I-10'' 793+00.00 89.38' Rt r S 634 2.2 4.9 2 MOD GDO INLET, GRATE 24-12 "I-10'' 793+25.00 89.85' Rt t U 634 2.2 4.8 2 MOD GDO INLET, GRATE 24-12 "I-10'' 793+50.00 90.32' Rt V w 634 2.2 4.8 2 MOD GDO INLET, GRATE 24-12 "I-10'' 793+95.00 91,16'Rt x y 1 634 1.9 4.0 2 MOD GDO INLET, GRATE 24-12 "I-10'' 794+50.00 98.68' Rt z as 634 1.9 3.9 2 MOD GDO INLET, GRATE 24-12 "I-10'' 794+75.00 98.16'Rt bb cc 634 1.8 3.5 2 MOD GDO INLET, GRATE 24-12 "I-10'' 796+00.00 100.51'Rt dd D-3 ee 634 1.8 3.6 2 MOD GDO INLET, GRATE 24-12 "I-10'' 797+50,00 102.87'Rt ff 99 18" CMP hh 7 D-2 a 1 b 24'' RCP c d 24'' RCP e 326 1.3 4.1 1 MOD G3 INLET, GRATE 24-12 "I-10" 791+78,26 1.77' Rt t 9 326 1.6 5.6 1 MOD G3 INLET, GRATE 24-12 "I-10'' 791+78.26 1.50' Lt h 634 2.1 4.52 MOD GDO INLET, GRATE 24-12 "I-10'' 796+35.00 1.50'Lt j 3 1 762 27 2 SHEET TOTAL (N) = NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810id01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 219 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y ti B. FRIESON 06/28/11 Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F of cnLiF°��x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES o 0 DO-10� UNIT 2232 PROJECT NUMBER & PHASE 0800000745 x x BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES a T REMOVALS L O r U DRAINAGE PIPES X o J U J O � O w W n� o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES W = N01 A SEHAKAIE KAY 1IEM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SBd 10 14.8/15.5 220 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/li Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F of cnLiF°��x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 Z 0 z z 0 U O Li N I 0 a w LU Ln DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -11 0800000745 o 0 o REMOVALS DRAINAGE PIPES J z W J J w Z W W w Z Z Z Z G J Q = Z Q U ZQ Q W z U Q W W O O = = U - > Er - U) U Q Z Q � Q J Q U Z Z U) W = J W U O - U - v W D > ~ — ~ LL Q d W Z O on Z J O Q n Q w W w LL EL J Q > _ = U w 0 --, Q z O Z 0 J W U m C Z U W W Q Q v U) Q :2iQ Ld Z w � J - O U) w =-i U Z a O U x U V) w F- � U a W W W W 0 = Z W u Q m U W O W W Z W > w V) - m J Q W m z Q W - U ~ w w U E (2 U a = Z EL Z W U) U Q tY F-- Q O W W LL W Z Z Z U) '--'Q tz Z u U1 U) W = IY W U7 U J (z 0z Z 0Y Q Q m � tz Q x z w w O J m w z w w w LL 0 w w w w w w w w w w w w w w I- -D � m a cn w o o 0 o > > > > > > > > > > a Q Q w w U U m U w LL _ a Q a z O 0 0 0 0 0 0 0 0 0 a > > w U a-> Z w z U z z z a � L�: - - - - m z m w m y (1-- m M W W W W W W W W W W o0 4 O O - F- Q F --W - U) c9 W Q a a Q a m w Iz m m m w w w m N r-) (-o Go U) un m U) ( m 00 m r� o :5P o 0 0 o LF LF EA EA CY LF EA EA LF EA EA LF CY CY LB CY TON SF LF SF LF EA EA CY D-3 7 K 20 1 1 m 24.1 n 0 35.1 P q 72.1 r 252.2 1s J D-2 8 0 48.2 b 0 52.1 d e 28 f 1 9 142.5 D-3 h i D-2 9 a b 2.5 C D-3 10 CI b 528.9 D-6 0 D-3 d 1 e 1 f 1 9 10 h 1 i 175 SHT TOTAL 233 2 2 1 1 628.8 528.9 W = N01 A SEHAKAIE KAY 1IEM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SBd 10 14.8/15.5 220 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/li Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F of cnLiF°��x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 Z 0 z z 0 U O Li N I 0 a w LU Ln DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -11 0800000745 o 0 o x x BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z a z T w J L O r U -2-2 x o J Q o 0 U �o O ww n� o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z z w J z z -2-2 z O =J Z w a Q Z Z --- i w w Q w -- Z w > 0 0� w w U O w LL a o w a z o ~Lli v w w o Q I— cn Z a o z . O U O w o w a , DESCRIPTION STATION 0 z z w E Qp J o w~ Q w � � z O w o F w z Z O U w w� O u Q w� vw un > O wLij h o = C2 a Iz un w w Q 0 In J U Z� z w O� W Z O Z O� Li- = O> (� Q w Z O w >- n Z = Ln O J r �w w U W J w o o n (n - w _ Q J O w w w w Z w Q Z C>'tz = O Cr CC CD CD LL w F --v w� O U c� O cD E- w O = Q a a a w C-) F-- z n z� x - z z z z z w w EL o f O w= Q z N Q CL) CD Q CD E- E- 0— CD _- d Q o Q 0 Q 0 SF EA EA LF EA EA CY EA LB CY FT FTEA LF CY EA 18'' RCP 7 k D-3 m 1 634 2.0 4.2 2 MOD GDO INLET, GRATE 24-12 "I-10'' 796+62.00 1.50'Lt n 0 1 634 1.9 4.0 2 MOD GDO INLET, GRATE 24-12 "I-10'' 797+00.00 1.50' Lt p q 1 634 1.9 4.0 2 MOD GDO INLET, GRATE 24-12 ''1-10'' 797+75.00 1 .50' Lt r S 634 2.1 4.5 2 MOD GDO INLET, GRATE 24-12 "I-10'' 800+30,00 1.50' Lt t 8 D-2 a 1 634 2.0 4.3 2` MOD GDO INLET, GRATE 24-12 ''CI4'' 794+10.00 29.55' Rt b C 1 6341 2.0 4.3 2 MOD GDO INLET, GRATE 24-12 ''CI4'' 794+65,00 29.84' Rt d e f 9 1 PCC APRON (INLET DEPRESSION) h D-3 326 1.3 4;4 1 1 G1 INLET, GRATE 24-12 ''CI4'' 796+01.77 21.24'Lt i 9 D-2 1 I-10 CHANNEL ''CI3'' 788+75.69 40.74' Lt a b 634 1,6 3.0 2 MOD GDO INLET, GRATE 24-12 ''CI3'' 788+75.98 38.24' Rt c 0 D-3 1 I-10 CHANNEL ''CI3'' 800+55.80 8,10' Rt a b 1 1 "CI" 57+38.20 51 ,35' Lt c D-6 d D-3 e f CMP 9 h CMP 6 1 2 476415.8 1 SHEET TOTAL (N) = NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810id01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 221 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Nay STEVEN y B. FRIESON 06/28/11 Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR 175 OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F of cnLiF°��x COPIES OF T1115 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -12 0800000745 o 0 o x x BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES a T REMOVALS L O r U P:PL X o J U 0 � O ww n� z o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES W = N01 A SLHAKAIE KAY 1ILM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SBd 10 14.8/15.5 222 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/2$/11 " Na. C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F OF CALi���x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 Z 0 Z I— z 0 U 0 Li `J- 0 a w w Ln DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -13 0800000745 o 0 o REMOVALS DRAINAGE P:PL � z W J J W Z r W W Z Z Z Z G J Q -E Z Q U ZQ Q W z U Q W W O O = = U - > Er - V7 U Q Z Q Q J Q U) (3 Z Z l/7 W Z J W U O — U — v W D > ~ ~ LL Q d W Z O on z J O Q n Q W W LL EL J Q > _ = U W 0 --, Q z O z o � w U m o U w w a a v n a � :2ia Ld Z W � -jU O n _ z a O U x U V) =)F— � U o a W CIL- W wL� = z W O a m U W O W m w z w > W v> - a_ J Q W m z Q L J - U ~ LL w U E U U a _ Z EL Z W In U Q tr F- Q O W W LL W Z z Z V� '--'EL Q z U (n lJ) W S Ir EL (f7 U J (Y 1z Z 0Y Q Q m cl� tY Q x z O J m m z w W w LL 0 W w W w w w w w w W m m I- I- WI-- -Dm U a cn W U o > > > > > > > > > > a Q Q CL < U U m U W LL U _ a Q Q z O 0 0 0 0 0 0 0 0 0 a > > w U a-> � z U m cY m m m tri u IL - m M W W W W W W W W W W o0 Q O O - F- Q F- W - un c9 W Q a a a a m m m m m m m � m Nr� �o e0 In un m In (1-m 00 m r� o :5P o 0 0 o LF LF EA EA CY LF EA EA LF EA EA LF CY CY LB CY TON SF LF SF LF EA EA CY D-3 10 j 1 10 � 1 m 420 n 1 1 0 13 p 1 q r 69.6 s t U V 11.3 W x Y 11.9 z D-6 11 a b 3.3 c d 33.9 e f 27.4 9 h 31.0 i J 31.0 k 104.1 m 1 1 n 60 SHT TOTAL 503I 1 1 21 1 1 21 21323.51 W = N01 A SLHAKAIE KAY 1ILM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SBd 10 14.8/15.5 222 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/2$/11 " Na. C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F OF CALi���x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 Z 0 Z I— z 0 U 0 Li `J- 0 a w w Ln DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -13 0800000745 o 0 o x x BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z a z T w J L O r U -2-2 x o J Q o 0 U �o O ww n� o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z z w J z z -2-2 z O =J Z w a W Q Z Z --- i W W -- W > OO Q W w CD Z O W L- o 0 w w o w LL a w a z ~Lli C -)w CDD oZ o UILL Q I- un a z . O O o Ld L- w a , DESCRIPTION STATION 0� z z O w E U Qp J o LLi Q w � � z w o w z Z O w w� O CD Q w v un > O LLwLij � o = C2 a Iz un w w Q In J U Z W W O� Z O w Z Li- = (� Q W Z w >- Z = 0 z J W Y O� O> O W n Ln J w o o n O (n - w �ww W U Q J w w w W Z W Q Z Lr tz = W 0% W w F v w �O U cD O� cDO � w O = Q a a Q w C-) F-- Z n z �- x = z z z z z IZ w EL o 1 O w= Q z N Q CL) CD Q CD W W W.— CD o 0 0 SF EA EA LF EA EA CY EA LB CY FT FT EA LF CY EA 10 D-3 J GMP k I m n RCP 0 P 1 JUNCTION STRUCTURE "CI" 53+87.36 49.77' Lt q r 263 1.1 3.9 1 G1 INLET, GRATE 24-9 ''CI3'' 802+32.99 56.06' Rt S 11 PCC APRON (INLET DEPRESSION) t 1 JUNCTION STRUCTURE ''Cl'' 54+40.31 50.39' Lt U V 652 2.0 3.7 2 GT3 INLET, GRATE 24-12 ''Cl'' 54+50.00 44.02' Lt w 1 JUNCTION STRUCTURE ''Cl'' 55+89.74 51.83'Lt x Y 652 2.0 3.7 2 GT3 INLET, GRATE 24-12 ''Cl'' 56+00,00 45,00' Lt Z 11 D-6 1 CONNECT TO MANHOLE (I b 498 2.9 6,3 2 GT1 INLET, GRATE 18-9 ''Cl'' 57+40,00 46.23' Lt c d 498 2,6 5.6 2 GTI INLET, GRATE 18-9 ''CI3'' 67+80.64 64.48' Lt e f 326 1,4 4.5 1 MOD G3 INLET, GRATE 24-12 ''CI3'' 806+24.80 19.50' Lt 9 h 326 1.2 3.8 1 MOD G3 INLET, GRATE 24-12 ''CI3'' 806+58.80 19,50' Lt J 326 1.2 3.8 1 MOD G3 INLET, GRATE 24-12 ''CI3'' 805+90.80 19.50' Lt k I m CMP n 1 739 7.2 4,5 FONTANA 3004 CATCH BASIN ''Cl'' 58+11,26 52.22' Rt o 1 1 428025.6 1 SHEET TOTAL (N) = NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810id01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 223 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/11 " Na. C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F OF CALi���x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -14 0800000745 o 0 0 x x BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES T REMOVALS L O r U DRAINAGE PIPES x o J J 0 C-) �O ww n� o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES (N) = N01 A SEHAKAIE KAY 1IEM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 224 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/11 " Na. C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F OF CALi���x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -15 0800000745 00 0 o REMOVALS DRAINAGE PIPES J z W J J w Z W W w Z Z Z Z G J Q = Z Q U ZQ Q W z U Q W W O O = = U - > Er - U) U Q Z Q Q J Q U Z Z U) W = J W U O — U — v W D > ~ — ~ LL Q d W Z O on Z J O Q n Q w W w LL EL J Q > _ = U w 0 --, Q z O Z 0 J W U m C Z U W W Q Q v U) Q :2iQ Ld Z w � J — O U) w =-i U Z a O U x U V) w F- � U a W W W W 0 = Z W u Q m U W O W W Z W > w V) - m J Q W m z Q W - U ~ w w U E U U a = Z EL Z W U) U Q tY F- Q O W W LL W Z Z Z U) '--'Q tz Z u U1 U) W = IY W U7 U J (z 0z Z 0Y Q Q m � tz Q x z w w O J m w z w w w LL 0 w w w w w w w w w w w w m w I- -D � m a cn w o o 0 o > > > > > > > > > > a Q Q w w U U m U w LL _ a Q a z O 0 0 0 0 0 0 0 0 0 a > > w U a-> Z w z U z z z a � L�: - - - - m z m w m y (1-- m M W W W W W W W W W W o0 4 O O - F- Q F --W - U) c9 W Q a a Q a m w Iz m m m w w w m N r-) (-o Go U) un m U) ( m 00 m r� o :5P o 0 0 o LF LF EA EA CY LF EA EA LF EA EA LF CY CY LB CY TON SF LF SF LF EA EA CY D-6 11 P 79.9 q r 58.1 s D-3 12 a 100 b c 74.8 d e 35.7 f 9 13.6 h D-3 13 b 110.5 c d e 915 22.E 164 D-3 14 c b 72;9 c 8.9 1 d 216.1 e f 118.6 9 h 1 7,9 j 8,4 1 SHT TOTAL 380.5 334.7 72e9 91 0017.3 2 (N) = N01 A SEHAKAIE KAY 1IEM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 224 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/11 " Na. C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F OF CALi���x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -15 0800000745 00 0 o x x BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z z T w J L O r U -2-2 x o J Q o 0 U iW �o O w W n --r o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z z w J z z -2-2 z O =J Z w a Q Z Z --- i w w -- w > 0� Q w w U Z O w o O w w O w LL a w a z ~Lli v w o Z o U Q I— cn a z . O O w o w a , DESCRIPTION STATION 0 z z O w E U Qp J o w~ Q w � � z w o F w z Z O w w� O u Q w� vw un > O wLij h o = O a Iz un w w Q In w U Z� w O� Z OO Z Li- = (� Q w Z w 0 z w W Y O> 01, 1-1O W n Ln J w o o n O (n w �w -D w U Q J w w w w Z W Q Z a> . Ir S Lr 0% CD CD CD w w F(-) c w �O U u 00 z c�O � w O = Q a a a w U� Z n z �- x - z z z z z w w EL o 1 O � w = Q z N Q a m C -D a CD w w w .-(2 _- d a o 0 a 0 SF FA EA LF FA EA CY EA LB CY FT FTEA LF CY EA 11 D-6 P 1 738 6.8 4.3 FONTANA 3004 CATCH BASIN ''Cl'' 58+79.14 50.03' Rt q r 1 738 6.8 4.5 FONTANA 3004 CATCH BASIN ''Cl'' 57+22.34 56.49' Rt S 12 D-3 1 ''Cl'' 53+65.91 140.89' Rt a 1 b a 652 7.8 12.6 2 GT4 INLET, GRATE 24-12 ''Cl'' 53+92,00 70.25' Rt d e 1 652 2.1 4.2 2 GT3 INLET, GRATE 24-12 ''Cl'' 53+50,00 70.25' Rt f 9 652 1.9 3.6 2 GT3 INLET, GRATE 24-12 ''Cl'' 53+30.00 70.25' Rt h 13 D-3 1 I-10 CHANNEL "I10'' 805+57.52 221,83'Lt a b 634 2.1 4.4 2 MOD GDO INLET, GRATE 24-12 "I10'' 806+17.12 127.10' Lt c 1 PCC APRON (INLET DEPRESSION) d 918 e f 14 D-3 1 I-10 CHANNEL ''Cl2'' 804+96.41 153.44' Lt a b 123 0.3 8.4 GMP INLET, DEBRIS RACK CAGE ''Cl2'' 806+68.88 104,01'Lt c d 326 6.4 16.3 1 MOD G2 INLET, GRATE 24-12 "I10'' 806+17.12 127.10' Lt e f 634 2.4 5.5 2 MOD GDO INLET, GRATE 24-12 'Cl" 55+73,79 124.70' Rt 9 1 PCC APRON (INLET DEPRESSION) h i 123 0,3 7.9 GMP INLET, DEBRIS RACK CAGE ''Cl2'' 806+92.39 96.46' Lt 918 3 1 2 11 15272138.9111 SHEET TOTAL (N) = NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810id01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 225 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/11 Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F of cnLIF°��x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -16 0800000745 o 0 o x x m BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES T REMOVALS L O U P:PL X o J U O � O w W n� z o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES (N) = N01 A SEHAKAIE KAY 1IEM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SBd 10 14.8/15.5 226 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/11 " Na C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F OF CALi���x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -17 0800000745 o 0 o REMOVALS DRAINAGE P:PL � z W J J W Z r W W Z Z Z Z G J Q -E Z Q U ZQ Q W z U Q W W O O = = U - > Er - V7 U Q Z Q Q J Q U) (3 Z Z l/7 W Z J W U O — U — v W D > ~ ~ LL Q d W Z O on Z J O Q n Q W W LL EL J Q > _ = U W 0 --, Q z O z o � w U m o U w w a a v n a � :2ia Ld Z W � -jU O n _ z a O U x U V) =)F— � U o a W CIL- W wL� = z W O a m U W O W m w z w > W v> - a_ J Q W m z Q L J - U ~ LL w U E U U a _ Z EL Z W In U Q tr F- Q O W W LL W Z Z Z V� '--'EL Q Z U (n lJ) W S Ir EL (f7 U J (z 1z Z 0Y Q Q m cl� tz Q x z O J m m z w W w LL 0 W w W w w w w w w W m m I- I- WI-- -Dm U a cn W U o > > > > > > > > > > a Q Q CL < U U m U W LL U _ a Q Q z O 0 0 0 0 0 0 0 0 0 a > > w U a-> � z U m Iz m m m tri u IL - m M W W W W W W W W W W o0 Q O O - F- Q F- W - un c9 W Q a a a a m m m m m m m � m Nr� �o e0 In un m In (1-m 00 m r� o :5P o 0 0 o LF LF EA EA CY LF EA EA LF EA EA LF CY CY LB CY TON SF LF SF LF EA EA CY D-4 15 Q b 76.2 G D-3 16 0 100 b c 133.5 d e 1 1 8.6 f 9 D-3 1 7 CI b 17.6 c 5.5 1 d 24.8 e 18 a b D-4 19 a 328.8 b c 45.6 d e 45.6 f 9 124 h I j 30.8 k 35.6 SHT TOTAL 518.7 420 42.4 50510' 1 (N) = N01 A SEHAKAIE KAY 1IEM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SBd 10 14.8/15.5 226 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/11 " Na C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F OF CALi���x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -17 0800000745 o 0 o x x BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z a z T w J L O r U -2-2 x o J Q o 0 U �o O ww n --r o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z z w J z z -2-2 z O =J Z w a Q Z Z --- i w -- w > 0� Q w w U Z O w o 0 w w o w LL a w a z ~Lli v w o Z o U Q I— cn a z . O O w o w a , DESCRIPTION STATION 0 z z O w E U Qp J o w~ Q w � � z w o w z Z O w w� O u Q w� vw un > O wLij h o = C2 a Iz un w w Q In J U Z� w O� Z O Z Li- = (� Q w Z w >- Z = 0 z J W r O� O> O W n Ln J w o o n O (n . w �w w U Q J w w w w Z w Q Z C>'tz =_ O Cr O C CD CD LL w F --v w� O U c� O cD E- w O = Q a a a w C-) F-- z n z� x - z z z z z w w EL o f O w= Q z N Q CL) ED Q CD Eh- c- Q o Q 0 Q 0 SF EA EA LF EA EA CY EA LB CY FT FTEA LF CY EA 15 D-4 1 I I I I I-10 CHANNEL "CII" 808+75,01 14.65' Rt a b 1 372 4.3 5.3 FONTANA 3004 CATCH BASIN 'CI1" 808+88,08 63.09' Lt c 16 D-3 1 ''Cl2'' 803+42.66 180.49' Lt a b c 634 1.8 4.3 2 MOD GDO INLET, GRATE 24-12 ''Cl2'' 803+31.33 47.50' Lt d e 634 1.9 4.0 2 MOD CFO INLET, GRATE 24-12 "I10'' 802+18.93 76.00' Lt f 1 PCC APRON (INLET DEPRESSION) 9 17 D-3 1 I-10 CHANNEL "XXX" XXX+XX.XX XXeXX'Xx a 11.1 b 50 0.1 c 6.2 d 20 0.5 BASIN OUTLET e 18 634 1.7 3.2 2 1 MOD GDO INLET, GRATE 24-12 ''CI1" 811+64.25 45.86' Lt a PCC APRON (INLET DEPRESSION) b 19 D-4 a 326 2.6 7.9 1 MOD G2 INLET, GRATE 24-12 ''CI5'' 809+95.00 35,30' Rt b c 634 3.1 7.6 2 MOD GDO INLET, GRATE 24-12 ''CI5'' 809+46,50 34.99' Rt d e 326 2.5 7.5 1 MOD G2 INLET, GRATE 24-12 "CI5" 808+98.00 34.68' Rt f 9 1 PCC APRON (INLET DEPRESSION) h 326 3.6 8.3 1 MOD G2 INLET, GRATE 24-12 "CI5" 807+79,06 10.84' Lt I J 634 2,5 5.7 2 MOD GDO INLET, GRATE 24-12 "I-10'' 807+53,50 95,27' Rt k 1 1 1 1 459027.6 1 SHEET TOTAL (N) = NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810id01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 227 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Nay STEVEN y B. FRIESON 06/28/11 Na. C42110 PLANS APPROVAL DATE 03/31/12 THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F of cnL1F°��x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -18 0800000745 o 0 o x x BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES a T REMOVALS L O r U P:PL X o J U 0 � O ww n� z o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES W = N01 A SEHAKAIE KAY 1IEM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SBd 10 14.8/15.5 228 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/11 " Na. C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F OF CALi���x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -19 0800000745 o 0 0 REMOVALS DRAINAGE P:PL � z W J J W Z r W W Z Z Z Z G J Q -E Z Q U ZQ Q W z U Q W W O O = = U - > Er - V7 U Q Z Q Q J Q U) (3 Z Z l/7 W Z J W U O — U — v W D > ~ ~ LL Q d W Z O 0n Z J O Q n Q W W LL EL J Q > _ = U W 0 --, Q z O z 0 � w U m o U w w a a v n a Iz :2ia Ld Z W � -jU O n _ z a O U x U V) =)F— � U o a W CIL- W wL� = z W O a m U W O W m w z w > W v> - a_ J Q W m z Q L J - U ~ LL z w U E U U a _ Z EL Z W In U Q tr F-- Q O W W LL W Z Z Z V� '--'EL Q Z U (n lJ) W S Ir EL (f7 U J (z 1z Z 0Y Q Q m c W Q x z O J m m z w W w LL 0 W w W w w w w w w W m m I- I- WI-- -Dm U a cn W U o > > > > > > > > > > a Q Q CL < U U m U W LL U _ a Q Q z O 0 0 0 0 0 0 0 0 0 a > > w U a-> � z U rz Iz m m m tri u IL - m M W W W W W W W W W W o0 Q O O - F- Q F- W - un c9 W Q a a a a m m m m m m m rz rr cNr� �o e0 In un m In (1-m 00 m r� o :5P o 0 0 o LF LF EA EA CY LF EA EA LF EA EA LF CY CY LB CY TON SF LF SF LF EA EA CY D-3 19 In F1 42.1 0 p 37.1 q r 37.1 S t 17.1 U. D-4 20 c 369.3 b 1 c d D-4 21 a b 37.4 c d e 216.3 f 4.5 9 3.0 h i J D-4 22 a 1 b 150 c 1 d 145 e 227.7 f 9 67.1 SHT TOTAL 302.5 2 1 797.5 253.7 W = N01 A SEHAKAIE KAY 1IEM,IUK iNlUKMAIIUN UNLY USERNAME ->TY LIN-Riv DGN FILE => 846810id01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SBd 10 14.8/15.5 228 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/11 " Na. C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F OF CALi���x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -19 0800000745 o 0 0 x x m U z T w J L O r U -2-2 XoC-) J 0 �o ww n� O N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z z w J z z -2-2 z O =J Z W a Q Z Z Z w w Q w -- Z w � > O 0� w a- U O w L- a o a w a z O v w Lu cD ? o � QR w~ w w I---� w v o Z o O z O w o w o oCO a IWC Z w z a w DESCRIPTION STATION o z z z O w U �o ___j w~ � LLJO a w w w z Z O w w O u Q w� vw un > O: W w w v a Iz un w w Q w 0 In J U Z z W W 0� W Z 0 Z 0� w= 0> (� Q W Z O w n n J Y C� LL U LJ J (Y W D Z W Cn Q U (n - Z W C>' W W -- W -D Q W J O W CD W 0 W CD W w � v w �O O c� O� cDO E- w O= Q a a Q w C-) F-- z n z� x = Z z z Z z w w EL 0 i O W= Q z N Q CL) CD Q CD W W W .- CD S- t Q o Q 0 Q 0 SF EA EA LF EA EACY EA LB CY FT FTEA LF Cy EA 19 D-3 634 2.4 5.3 1 2 1 MOD GDO INLET, GRATE 24-12 "I-10'' 807+15.00 96.16' Rt m n 634 2.2 4.7 2 MOD GDO INLET, GRATE 24-12 "I-10'' 806+70.00 97.20' Rt 0 P 634 2.0 4.3 2 MOD GDO INLET, GRATE 24-12 "I-10'' 806+30.00 98.12' Rt q r 634 1.7 3.4 2 MOD GDO INLET, GRATE 24-12 ''1-10'' 805+90.00 99.04' Rt S t 634 1.6 3.0 2 MOD GDO INLET, GRATE 24-12 "I-10'' 805+70.00 99.50' Rt u 20 D-4 a b 1 PCC APRON (INLET DEPRESSION) c 326 1 .2 4.0 1 G1 INLET, GRATE 24-12 "I-10'' 817+00.08 102.58' Rt d 21 D-4 1 I-10 CHANNEL ''CI1" 812+94.96 30.77' Lt a b 326 5.2 12.8 1 MOD G2 INLET, GRATE 24-12 'CI1" 813+31.75 19.32' Lt c 176.8 d e 42'' STEEL CASING f 30'' AP 9 326 5.1 12.6 1 MOD G2 INLET, GRATE 24-12 "I-10'' 813+30.82 1.97' Rt h 1 PCC APRON (INLET DEPRESSION) 326 3.7 8.7 1 MOD G2 INLET, GRATE 24-12 "I-10" 813+31.50 110,27' Rt j 22 D-4 Q 18'' RCP b C 18" RCP d e 634 2.6 6.1 2 MOD GDO INLET, GRATE 24-12 "I-10'' 811+00.00 13,77' Rt f g 1 510 29.7 16170 SHEET TOTAL (N) = NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810id02 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 229 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/11 " Na. C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9/F of CALIF COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 M O � N � <v m n 00 � o a � I ~ W a � I DRAINAGE QUANTITIES o PROJECT NUMBER & PHASE w 0 DQ -20 �o 0800000745 x x m BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z a z T w J L O U -2-2 x o J Q o 0 U i W �o O w W n� o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES z z w J z z -2-2 z O =J Z w a W Q Z Z � < -- W > OO Q w w U Z O w L- o 0 w w o w LL a w a z ~Lli v w CDD oZ o UILL Q I- un a z . O O o Ld L- w a , DESCRIPTION STATION 0� z z O w E U Qp J o LLi Q w � � z w o w z Z O w w� O u Q w� vw un > O wLij h o = C2 a Iz un w w Q In J U Z� w O� Z O Z Li- = (� Q w Z w >- Z = 0 z J W r O� O> O W n Ln J w o o n O (n . w �w w U Q J w w w w Z W Q Z L>'tz =_ O Cr O C CD CD LL w F --v w� O U c� O cD E- w O = Q a a a w C-) F-- z n z� x - z z z z z w w EL o 1 O w= Q z N Q CL) ED Q CD E- E- 0�.— U _- d Q o Q 0 Q 0 SF EA EA LF EA EA CY EA LB CY FT FTEA LF CY EA 22 D-4 1 634 2.2 4.9 2 MOD GDO INLET, GRATE 24-12 "I-10'' 810+30.00 1.75' Rt h I 326 1 .3 4.4 1 MOD G3 INLET, GRATE 24-12 "I-10'' 810+05,00 1.74' Rt j k I m n 326 1.3 4.1 1 MOD G3 INLET, GRATE 24-12 "I-10'' 809+85,00 1.73'Rt c 23 D-4 a b c 326 1.3 4.0 1 MOD G3 INLET, GRATE 24-12 "1-10'' 814+95.00 1.78' Rt d 24 1 a HMAOD b 25 D-5 1 FONTANA 3010 JS ''Cl'' 36+54.76 5<79' Lt a RCP b c 1 FONTANA 3026 TS ''Cl'' 37+47,39 5.75' Lt d e 1 1 FONTANA 3013 MH ''Cl'' 38+20.43 5.72' Lt f CMP 9 h I 1 FONTANA 3010 JS ''Cl'' 39+36.45 5.67' Lt I. 1 1 FONTANA 3013 MH ''Cl'' 41+00,78 9.12' Lt k I 1 1 FONTANA 3013 MH ''Cl'' 44+14.65 88.15' Lt m n 326 1.1 3.5 1 G1 INLET, GRATE 24-12 "CI" 47+00.02 115.35'Lt c 1 PCC APRON (INLET DEPRESSION) I P 1 3 1 193 21.9 6 3 SHEET TOTAL (N) = NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810id02 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT -4o -.' SHEETS 08 SBd 10 14.8/15.5 231 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/11 " Na. C42110 PLANS APPROVAL DATE 03/31/12 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F OF CALi���x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -22 0800000745 o0I 0 o x x m BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES Z Z T W L O U -2-2 X o J U 0 �o J w W n� o N BORDER LAST REVISED 7/2/2010 DRAINAGE QUANTITIES Z Z W Z Z -2-2 Z J O =J Z w a Q Z Z --- i w W -- w > OO Q W w U Z O W L- o O w O w a Y< a J Q z W F— U W W I-- -- CO ? 0 Z 0 � QR w v o z a z 0 z w w o Om Q IWC w z w DESCRIPTION STATION o z z w O o �p J w~ � � a Q z O U O= LijO w w Z O Q un > LLw � a � w o Z O U w w� W u Z v O� o C2 w un w Q 0 Cn J Z z W O: W O Z O� LL = O> u Q W Z O n n J QY C� CJ W J (Y D Cn U CC) - W W Q J O w w w W Z W Q Z L>' . S O IY CD 0 CD W w F-- L) �Z O U Oc� E- w O = Q a a a w C-) F-- z (n Z x - Z z Z Z Z (Z W (Y O O W= Q z CV Q a CL) C -D a ca w w 0�.- C) _ - : � :�: a o 0 a 0 SF EA EA LF EA EA CY EA LB CY FT FTEA LF CY EA 25 D-5 1 739 7.2 4.5 FONTANA 3004 CATCH BASIN ''Cl'' 36+83,06 38.00' Lt q r s 1 744 16.9 9.8 FONTANA 3004 CATCH BASIN ''Cl'' 39+17.50 55.50' Rt t u 326 1 .1 3.7 1 G1 INLET, GRATE 24-12 ''Cl'' 39+17.50 83,51' Rt v 1 PCC APRON (INLET DEPRESSION) w X 1 111 31 .310.85 FONTANA 3004 CATCH BASIN ''Cl'' 39+68,00 39,74' Lt Y 1 z 326 1.5 3.7 1 G1 INLET, GRATE 24-12 ''Cl'' 39+70.01 53.09' Lt oa 1 PCC APRON (INLET DEPRESSION) bb CC 1 371 3.4 4.3 FONTANA 3004 CATCH BASIN ''Cl'' 42+28.23 123.78' Rt dd ee 326 1 .2 4.3 1 G1 INLET, GRATE 24-12 ''Cl'' 44+58.13 133.90' Rt ff. 1 PCC APRON (INLET DEPRESSION) 99 hh 1 739 7.8 5.85 FONTANA 3004 CATCH BASIN "CI" 36+91.59 55.46' Lt 1 CONNECT TO EXIST. PIPE 26 D-6 1 CONNECT TO EXIST. MANHOLE 'VA" 50+65.88 6.61'Lt a b 1 FONTANA 3010 JS ''VA'' 53+28.74 6.65' Lt c d 1 738 6.5 4.1 FONTANA 3004 CATCH BASIN "V'' 53+88.67 42.86' Rt e 6 2 542 81.9 3 SHEET TOTAL 918 27 2 97 4 9 5 4 546U306.6 114917 4 GRAND TOTAL (N) = NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810id02 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 233 566 03/24/11 aovess�a REGISTERED CIVIL ENGINEER DATE oe Hai STEVEN y B. FRIESON 06/28/11 Na. C42110 PLANS APPROVAL DATE 03/3110 THE 5 T TE OF CAI IFORNIA OR ITS OFFICERS Exp. %y /12 OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCUFACY OR COMPLETENESS OF SCANNED '9�F OF CALi���x COPIES OF T11I5 PLAN SHEET, SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., B204 SAN BERNARDINO, CA 92410 UPLAND, CA 91786 DRAINAGE QUANTITIES PROJECT NUMBER & PHASE DQ -24 0800000745 o 0 o X NOTE: I. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 2. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY ELEVATIONS. ABBREVIATIONS: SMH SEWER MANHOLE DIP DUCTILE IRON PIPE VCP VITRIFIED CLAY PIPE cO Z Q O JL -I Q . RCP SEE Shts - - U � T L O r U X o U 0 C O Pu� n N O BORDER LAST REVISED 7/2/2010 __S V_ SHAW-6Nli auQ, L85I ) -I J S SADDLE �12 SEWER PIPE (VCP) f ER --`fit V— C N E C T I O N TCE LEGEND: ( ) EXISTING ELEVATION list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 234 566 ��.P— 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �oti4( e JEFFREY KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp, OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of AL IFa��l COPIES OF THI5 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Oe SMH-3 A67+33,,38 n CI:" 39!+57,58 5.1- (E) -.CITY R 1 -SEE:: D:Shts r ..r.. -.. c , ,: - - -- - --- ---- -- - -i - - ...... w_ .-. - CITRUS Ave �iLCY I r- -i THIS PLAN ACCURATE FOR SANITARY SEWER WORK ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810Ia00 SANITARY SEWER SYSTEM No. <1> RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 O M (D 0 -- IT REMOVE Exist SEPTIC TANK bb:SYSTEM LOCAT ON TO BE ` ;VERIFIED: BY C NTRACTOR SANITARY SEWER PLAN SCALE l"=40' SS -1 PROJECT NUMBER & PHASE 0800000745 x ,L NOTE: I° -OR RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 2, CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY ELEVATIONS. SANITARY SEWER SYSTEM PLAN SCALE 111=40' No. <2> list COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 1 SBd 10 14,8/15,5 235 566 ��-P_ 03-24-11 REGISTERED CIVIL ENGINEER DATE oeR�EEs��ONq� e JEFFREY y KIM 06-28-11 C63106 m PLANS APPROVAL DATE THE STATE OF CA IFORNIA OR ITS OFFICERS ti Exp.— OR xp. OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCUFACY OR COMPLETENESS OF SCANNED 4 of cnLi�P�x. COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 I 1 1 1 0 1110 6' CLEANOUT ............... ........... ............. . ..... ....... ..... ........ ....... .... .. .. ......,. . .... i - - - - -------- - --------------- -------------------- - -° 6" -CLE-ANOUT--- --- -- --- ------ --- --- ---- ---------- ------- - - - ------- -------------------------- -------------- ------------------- --------- - ------ ---------- - I -; -- -------------%-------------'--------------'-------------- ----------- --- -- ------ ------'--------------'-- -- -"- �-- -- �- -- - -------- - ----------- ----------- ------------ ------------- ----------- - ----------- ------------ - ----------- ------------ ----------- - ----------- - ------------ - ----------- ------------ k 6 X; 46.4 DI PIPE ' A 1105 - - - - - - - - ----- - - - -< - - - - - - ------------- ----- ----- 1105 ''Cl'' 61+75°22 92,56' Rt 6 cLEANo T ........ . . ........ ....... U .... ..... I- oG .- - - - - - - - --- --- -- -- --- --- -- --- -- --- - --- --- --- -- --- --- -- --- --- --- -- --- --- --- - _= - - - - - - - - - - - - - -- -�'� TOO;91 } _:--=------- _ m C X 1 88,9 DI PIPE -- - -- - - - -- -- - -- -- - -------- " '- -- -- -S-WE-R--SADD-LE--CONNEGTI-ON - -- ------- ------- ------- -- - - --- --- --- ------ -- --- --- --- -S 1 100 m 1 100 1095 1095 ......... ........................ a.... w.z ....... a ......... ... ........ ...........................-------------------------- ....:.----------------------- .............------- .---------- .. .:..................:......`_.-_.-.__:..-.__-__L7"_...__.-_..._..._...-:..-..._-.--------- _--------- ..-...-..----------------- ------------------ ------ ------- ----------- ---------------- --------------- _.._..._..._..------------------ ----------------- ._...__-------- ------------------ -----------_ ..--- .--- .--- .----- .------------------ ._..._...__._...__.._..._..._..._..._..._..._..._..._..._..._..._..._..._......._..._..._..._..._ �_ _.. _ b.?._ .. _.._..._..._..._..._-.------- .._..._......----------------------------------- .._..._..------- .._.-._..------- .------ .-------- .._..._...-..._..._..._..._...-..._..._..------- .-_..._..------- .._..._..._..._..._..._.------- .--------- ..._..._..._..----------- .._..------- ._..._..._..._..._1090 1090 � Jo rn us—SANITARYEWEFI " 6" SEWER PIPE (DIP); k . _ ---- -- U - .-SANITARY-—---—- -- - -- -- pp — — — - PLA -N- -A D- - PROF [L - -—-------—---—— ——---—-------—-—- --—--——---—-------—---—-----— = — — -—- -—- — —- -—--—- -— -— —-----—---—---—---—---—-— -—- ----—-—---—— -—- -—-------—---—---—- ----SANITRY SEWER SYS -TEM No. Z - (E) 21 SEWER 1085- --- --- --- ---- - - - - - SG -ALE AS SE401�N 1085 0 .. ...;.. .;.. .PROFIL.E... . ....... ... .. .... . ...... ... . . .. . ..... .... . . .. ..... .... . ...... ...... . ........... 0 w 6' CLEANOUT -- ......... clC N0 1006'W 1, "C I' 93,19' LT 61+29,03 a o (E) CI Y :RIl-W 88 4 10 11 12 wo � O i SEWMISADDLE:. .::.. .: TCE - --n CONNE CTION — — 46 37) -- --- --- M' 6 -SEWER --PIPE I 7 w CITRUS W W - -. t --- ....... Ave - ''-- N .... __.. _.... - ....... ........ .00o-8 N°':26"W 11 9_ t < -- -;r - A, CI 62f3127w ... . �_._ - - ♦ VA"50+00.00 SANITARY SEWER SYSTEM PLAN SCALE 111=40' No. <2> list COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 1 SBd 10 14,8/15,5 235 566 ��-P_ 03-24-11 REGISTERED CIVIL ENGINEER DATE oeR�EEs��ONq� e JEFFREY y KIM 06-28-11 C63106 m PLANS APPROVAL DATE THE STATE OF CA IFORNIA OR ITS OFFICERS ti Exp.— OR xp. OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCUFACY OR COMPLETENESS OF SCANNED 4 of cnLi�P�x. COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 846810Ia00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2232 PROJECT NUMBER & PHASE 0800000745 ----------- --------------- - - - - - - - - - - - - - -' - - - - - - -------- ---- ----- - - - ------ ------ ------------- - - ------ ------------ ----- - - - - ---- -----` - --- --- --- ---I--- --- --- -- - --- --- --- --- - - --- --- --- --- -- --- -- ------:.--- --- --- --- - --- --- - -- --- --- --- -- -- --- --- - - --- --- 1 1 1 0 1110 ............... ........... ............. . ..... ....... ..... ........ ....... .... .. .. ......,. . .... i - - - - -------- - --------------- -------------------- - -° 6" -CLE-ANOUT--- --- -- --- ------ --- --- ---- ---------- ------- - - - ------- -------------------------- -------------- ------------------- --------- - ------ ---------- - I -; -- -------------%-------------'--------------'-------------- ----------- --- -- ------ ------'--------------'-- -- -"- �-- -- �- -- - -------- - ----------- ----------- ------------ ------------- ----------- - ----------- ------------ - ----------- ------------ ----------- - ----------- - ------------ - ----------- ------------ k 6 X; 46.4 DI PIPE ' 1105 - - - - - - - - ----- - - - -< - - - - - - ------------- ----- ----- 1105 6 cLEANo T ........ . . ........ ....... U .... ..... oG .- - - - - - - - --- --- -- -- --- --- -- --- -- --- - --- --- --- -- --- --- -- --- --- --- -- --- --- --- - _= - - - - - - - - - - - - - -- -�'� TOO;91 } _:--=------- _ m C X 1 88,9 DI PIPE -- - -- - - - -- -- - -- -- - -------- " '- -- -- -S-WE-R--SADD-LE--CONNEGTI-ON - -- ------- ------- ------- -- - - --- --- --- ------ -- --- --- --- -S 1 100 tY© --- - --- PEP- -Ss-5 - -- -- --- - -- - -- - --- -- - .... ,.............. ..... ....... . . .. . ......., ..,.. . .......,. ....,.. . . ..,......,. ....,. . . ....,.... ...,. . ............ ----------------------------- ---------------------- --- ------ --- ----- - ----- ----------------------- -------------- ------- ------ --- ------ ------------ ----- ---------- --- ----- --- ------- ---- - - --- --- ------- - - -- --- - - - - -- --- --- --- - -- --- - ------------------I - - I - - I - - - - - -- --- --- --- - -- - - - - - - - - W - - - - - 1 100 1095 1095 ......... ........................ a.... w.z ....... a ......... ... ........ ...........................-------------------------- ....:.----------------------- .............------- .---------- .. .:..................:......`_.-_.-.__:..-.__-__L7"_...__.-_..._..._...-:..-..._-.--------- _--------- ..-...-..----------------- ------------------ ------ ------- ----------- ---------------- --------------- _.._..._..._..------------------ ----------------- ._...__-------- ------------------ -----------_ ..--- .--- .--- .----- .------------------ ._..._...__._...__.._..._..._..._..._..._..._..._..._..._..._..._..._..._......._..._..._..._..._ �_ _.. _ b.?._ .. _.._..._..._..._..._-.------- .._..._......----------------------------------- .._..._..------- .._.-._..------- .------ .-------- .._..._...-..._..._..._..._...-..._..._..------- .-_..._..------- .._..._..._..._..._..._.------- .--------- ..._..._..._..----------- .._..------- ._..._..._..._..._1090 1090 � Jo rn us—SANITARYEWEFI " ° . _ ---- -- U - .-SANITARY-—---—- -- - -- -- — — — - PLA -N- -A D- - PROF [L - -—-------—---—— ——---—-------—-—- --—--——---—-------—---—-----— = — — -—- -—- — —- -—--—- -— -— —-----—---—---—---—---—-— -—- ----—-—---—— -—- -—-------—---—---—- ----SANITRY SEWER SYS -TEM No. Z - 1085- --- --- --- ---- - - - - - SG -ALE AS SE401�N 1085 0 .. ...;.. .;.. .PROFIL.E... . ....... ... .. .... . ...... ... . . .. . ..... .... . . .. ..... .... . ...... ...... . ........... 0 w - SCALE-_J"=40'-Hor i_z - - ct- -T+iIS PLfAN-A6CkIR-RTE FOR SANITARY SEINER WORK pN�Y 111-44 > �/@I' --- -- - ---- --- - - --- -- ----- --- - - - --- - S - a o TATION 10 11 12 wo � O i BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 846810Ia00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2232 PROJECT NUMBER & PHASE 0800000745 X 'O - - - -- --- --- --- ------------ - -- --- --- --- --- --- --- - --- --- -- -- ----------- ---- --- --- --- ------------------------------------------- ---- -------- --- -SEWER--MH ----- --- -- --- -- -- --- -- --- --- --- - -- --- --- ------ --------- ---- -- -- Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS NOTE: --- --- ------ --- --- ------ ------ --- --- ---------- --- ------- --- - - - -: - --------- - - - - - -- - -------------- 1090 - - -- --- - -- -------------'--------------- - ----- - -- = - ---- - --- --- --- -- --- -- ------ ---------- ------------------------ ----- -- - --- --- - -- --- - -- -- --- --- -- - -- --- . . ....,. . . ....,.... ...,. . ............ --------- ------- ------ --- ---------------- ----- ---------- --- ----- --- ------- 1090 ------- ----- - - --- -- -- - - - - - - - ----------------- - - - - o - - • - - - -- -- --- ------ ----- Ex Remist 08 SBd 0 14,8/15,5 236 566 1. -UR RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. ' ...... ......... .... . ...... ........ 8`',SEWER .... . ....... ........ ....... ......... ....... . ............ .. ..... 2, CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY ELEVATIONS. -------------- ------------*--------------;--------------' ___ __ _ - _ _ ___ 8 SEWER PIPE 7VCP) - -- - r LACE ...... ..... . ........... - - ------------ ------------- ----------- - ----------- PIPE (VCP) -- - - 6 LF ----------------------------- - ------------ ----------- - ----------- ------------------------------- - ------------ -- - - - --- - 03-24-11 REGISTERED CIVIL ENGINEER DATE 1080 - - - --- -..--------5 - - --- _. 0,7/ - __ ... — - - - - oP?OFEss,aN4( e JEFFREY y 1 080 � a __:_.. _ . --------- .-- ...; KIM :. .. ....... ...... -. SANaTAR --SEW R - s ,.. N N - - = - - - SC.ALE� 1--40.-:.HQr..iz - ------ - - a - - m 06 28 11 C63106 NO' J - - • =4 Vert 3 PLANS APPROVAL DATE A o- -- ONLY - - ---- TH-I-S Pt�A,N ACCUR�A-TE- FOR-FOR-TARY SEWER Q� - ----- - - ----- ----- >- - ------- - - --- -- ---- - -- --- ----- ------ ---- --- M1 �, ---- --- - ---- --- -- - - - -- THE STATE OF CALIFORNIA OR ITS OFFICERS tl Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL THE ACCUFACY OR COMPLETENESS OF SCANNED 4"' of o � � STATION IA � 34 35 36 COPIES OF T11I5 PLAN SHEET, cnLfroP�xa � o ' N; 'o Ln v SANBAG TY LIN INTERNATIONAL O a 1170 W 3RD STREET SAN BERNARDINO, CA 92410 3550 VINE STREET STE 12C RIVERSIDE, CA 92507 REMO':VE 63,5 .LF / Q BORDER LAST REVISED 7/2i2o10 USERNAME ->TY LIN-Riv DGN FILE _> 9468101a003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 2232 o Exist 8" SEWER ''PIPE (VC•P:); / w •:., - _ -,SCI" +86,70= P 'CI3" 800+03,19 49,44' Lt / IU ---- ............................. - _......_._..._ ` Exist 8' SEWER PIPE (NCP) r / PROTECT IN PLACE .. .. TGE \ - (E) Eases 3L 1 (E) R/W fl = W_ a1 -=,- Z RCB SEE D Sh 5- ,. -- - i TRANCE RAMP NJB EN _ Exist 12".F_IR1- WATER 8 IIC1311 PROTECT IN PEACE :q - T SANITARY SEWER SYSTEM No. 3 PLAN ................................. ......................... _.................................. ............... ......._............................................ ... . SCALE 111=40' ....... . ......... ......... . ........ . ....... . .._....... ....... . ........ ............... ..... ....... ...... ....... .... .. ....... . ........ ............ ....... ...... ........ . ....... ................ ....... ....... ....... ...... ........ ....... ........ . .............. ....... ....... ...... ........ ....... . ....... ...... ....... ....... .. - - - - - -'.--- --- --- -- --- --- --- - - --- --- --- --- -- --- -- --- --- -- --- -- - - - 1 1 00 1 100 - - - - -------------- i - - - - - -- --- ----------- --- - ----------- 1095 1095 'O - - - -- --- --- --- ------------ - -- --- --- --- --- --- --- - --- --- -- -- ----------- ---- --- --- --- ------------------------------------------- ---- -------- --- -SEWER--MH ----- --- -- --- -- -- --- -- --- --- --- - -- --- --- ------ --------- ---- -- -- --- ------- --------------- --- ----------------------------------- - - - - - - - - - - --------------.------- - ---- ANMD- -PROFILE- - - - - P_-- -PROTECT--IN-:PLACE r o ------ --- --- ------ --- --- ------ ------ --- --- ---------- --- ------- --- - - - -: - --------- - - - - - -- - -------------- 1090 - - -- --- - -- -------------'--------------- - ----- - -- = - ---- - --- --- --- -- --- -- ------ ---------- ------------------------ ----- -- - --- --- - -- --- - -- -- --- --- -- - -- --- . . ....,. . . ....,.... ...,. . ............ --------- ------- ------ --- ---------------- ----- ---------- --- ----- --- ------- 1090 ------- ----- - - --- -- -- - - - - - - - ----------------- - - - - o - - • - - - -- -- --- ------ ----- Ex Remist - -- --- --- - -- --- - ----- - - - - --- --- ------- - - - - --------------- - SC -ALE AS 1085 1085 0 T ' ...... ......... .... . ...... ........ 8`',SEWER .... . ....... ........ ....... ......... ....... . ............ .. ..... :. PROFILE... ... ... . .... . ..... ... . -------------- ------------*--------------;--------------' ___ __ _ - _ _ ___ 8 SEWER PIPE 7VCP) - -- - r LACE ...... ..... . ........... - - ------------ ------------- ----------- - ----------- PIPE (VCP) -- - - 6 LF ----------------------------- - ------------ ----------- - ----------- ------------------------------- - ------------ -- - - - --- - L L_______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ 1080 - - - --- -..--------5 - - --- _. 0,7/ - __ ... — - - - - - --- - --- 1 080 � a __:_.. _ . --------- .-- ...; - - :. .. ....... ...... -. SANaTAR --SEW R - s ,.. N N 'O V .................. - - - - -' -------11------------------------- --- --- -STU;B - ------------- - - - - - - - - - - --------------.------- - ---- ANMD- -PROFILE- o L - - -: - --------- - - - - - -- - -------------- sPLAN- - &- GAP-: END - - - - - - - -- SSANiTARif EWI R- S-1 -S-TfM -No-. 3 - - --------- --- ------------------- -- 1075- - - - - - - --- --- -- - --- ------ - - - - --------------- - SC -ALE AS SHOWN - - 1075 0 T a .. ..... :. PROFILE... ... ... . .... . ..... ... . .. . . ...... .... . .. . ...... ..... . ........... 0 L L_______________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ __ ____ _______________ _______________ ______________ ______________ _______________ _______________ ______________ ______________ F - - = - - - SC.ALE� 1--40.-:.HQr..iz - ------ - - a x, J - - • =4 Vert 3 ww a o- -- ONLY - - ---- TH-I-S Pt�A,N ACCUR�A-TE- FOR-FOR-TARY SEWER Q� - ----- - - ----- ----- >- - ------- - - --- -- ---- - -- --- ----- ------ ---- --- M1 �, ---- --- - ---- --- -- - - - -- o � � STATION 33 � 34 35 36 � o �w 'o Ln v O a O BORDER LAST REVISED 7/2i2o10 USERNAME ->TY LIN-Riv DGN FILE _> 9468101a003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 2232 PROJECT NUMBER &PHASE 0800000745 x BORDER LAST REVISED 7/2/2010 6 z STEF w BENI FRAM STD. MANHOLE FRAME & COVER TOP 5'a" 21 ALTERNATE CROSS. WIRE DOTTED LINE BEND TO SEWER MAIN I o — -.z 4"-45' WYE 45° 1/8 BEND U -la J - __- %OPS mi d MAIN 0 ~¢ d 48" v ° 1 --a --- SEE STANDARDS 2006 z T & 2007 ON SEWER J } CLEANOUT BOXES :,3/4 44 w h 6 SECTION OF TOP RINGS (PRE -CAST R.C.)34 1 �I ALL MANHOLE BOTTOMS ARE POUR IN PLACE USING 560-C-3250 CONCRETE I-- --I 4"-V.C.P. RISER \ 4"-45° WYE Sy Sia' pD° 53 DIA. 4" V.C.P. LATERAL 6 __ ----- a° aa" I.D. 1 45°-1/8 BEND w }2 CE - a ° 23" I > 1 PROVIDE WATER TIGHT MIN. 2% SLOPE, UNLESSL- PLASTIC PLUG WITH OTHERWISE DIRECTED 1. D. TIGHTENING BANDS BY CITY ENGINEER a 53TSs" DIA. ELEVATION JOINT DETAIL NOT TO SCALE SEWER MAIN INLET I NOT TO SCALE NOTES: 1. SEE STANDARD DETAILS NOS. 2002 & 2003 FOR DROP & SEWER MANHOLE BASE DETAILS. 2. ECCENTRIC CONE MAY BE USED IN LIEU OF CONCENTRIC CONES. 3. THE LOWEST MANHOLE STEP SHALL BE PLACED NOT LESS THAN 16", NOT MORE THAN 24" ABOVE SHELF. 4. 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. 5. ALL JOINTS SHALL BE MORTARED. 6. 3/4'' DIAMETER GALVANIZED IRON STEP OR PLASTIC STEPS PER ASTM A-82, ASTM C-478, ASTM TYPE II GRADE 43758. STANDARD CAST IN PLACE FOR SEWER CITY OF FONTANA Std PLAN 2001 USERNAME ->TY LIN-Riv DGN FILE _> 84680Ia00 CONSTRUCTION NOTES= 1. RESIDENTIAL SEWER SHALL BE 4'' MINIMUM, V.C.P. PIPE. 2. ALL COMMERCIAL SEWER CONNECTIONS SHALL BE 6" V.C.P. SEWER LATERAL, WYE & RISER. 3. ALL SEWER CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL BE VITRIFIED CLAY PIPE. 4. CONCRETE BOX SHALL BE INSTALLED WHENEVER LATERAL RISER WILL BE IN A CONCRETE AREA, ie. DRIVEWAY. SEE STANDARD DETAIL 2006. 5. PLASTIC BOX SHALL BE INSTALLED WHENEVER LATERAL RISER WILL BE IN LANDSCAPE AREA. SEE STANDARD DETAIL 2007. SEWER LATERAL HOUSE CLEANOUT CITY OF FONTANA Std PLAN 2005 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 237 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESSIatig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALZFORNZA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL tFaP� COPIES OF THJS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 SANITARY SEWER DETAILS NO SCALE SS -4 PROJECT NUMBER & PHASE 0800000745 Eo 0 r o 0 a T L O r U X o J U 0 �o m Lu � n o N BORDER LAST REVISED 7/2/2010 6 z STEF w BENI FRAM STD. MANHOLE FRAME & COVER TOP 5'a" 21 ALTERNATE CROSS. WIRE DOTTED LINE BEND TO SEWER MAIN I o — -.z 4"-45' WYE 45° 1/8 BEND U -la J - __- %OPS mi d MAIN 0 ~¢ d 48" v ° 1 --a --- SEE STANDARDS 2006 z T & 2007 ON SEWER J } CLEANOUT BOXES :,3/4 44 w h 6 SECTION OF TOP RINGS (PRE -CAST R.C.)34 1 �I ALL MANHOLE BOTTOMS ARE POUR IN PLACE USING 560-C-3250 CONCRETE I-- --I 4"-V.C.P. RISER \ 4"-45° WYE Sy Sia' pD° 53 DIA. 4" V.C.P. LATERAL 6 __ ----- a° aa" I.D. 1 45°-1/8 BEND w }2 CE - a ° 23" I > 1 PROVIDE WATER TIGHT MIN. 2% SLOPE, UNLESSL- PLASTIC PLUG WITH OTHERWISE DIRECTED 1. D. TIGHTENING BANDS BY CITY ENGINEER a 53TSs" DIA. ELEVATION JOINT DETAIL NOT TO SCALE SEWER MAIN INLET I NOT TO SCALE NOTES: 1. SEE STANDARD DETAILS NOS. 2002 & 2003 FOR DROP & SEWER MANHOLE BASE DETAILS. 2. ECCENTRIC CONE MAY BE USED IN LIEU OF CONCENTRIC CONES. 3. THE LOWEST MANHOLE STEP SHALL BE PLACED NOT LESS THAN 16", NOT MORE THAN 24" ABOVE SHELF. 4. 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. 5. ALL JOINTS SHALL BE MORTARED. 6. 3/4'' DIAMETER GALVANIZED IRON STEP OR PLASTIC STEPS PER ASTM A-82, ASTM C-478, ASTM TYPE II GRADE 43758. STANDARD CAST IN PLACE FOR SEWER CITY OF FONTANA Std PLAN 2001 USERNAME ->TY LIN-Riv DGN FILE _> 84680Ia00 CONSTRUCTION NOTES= 1. RESIDENTIAL SEWER SHALL BE 4'' MINIMUM, V.C.P. PIPE. 2. ALL COMMERCIAL SEWER CONNECTIONS SHALL BE 6" V.C.P. SEWER LATERAL, WYE & RISER. 3. ALL SEWER CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL BE VITRIFIED CLAY PIPE. 4. CONCRETE BOX SHALL BE INSTALLED WHENEVER LATERAL RISER WILL BE IN A CONCRETE AREA, ie. DRIVEWAY. SEE STANDARD DETAIL 2006. 5. PLASTIC BOX SHALL BE INSTALLED WHENEVER LATERAL RISER WILL BE IN LANDSCAPE AREA. SEE STANDARD DETAIL 2007. SEWER LATERAL HOUSE CLEANOUT CITY OF FONTANA Std PLAN 2005 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 237 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESSIatig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALZFORNZA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL tFaP� COPIES OF THJS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 SANITARY SEWER DETAILS NO SCALE SS -4 PROJECT NUMBER & PHASE 0800000745 Eo 0 r o 0 x JL BORDER LAST REVISED 7/2/2010 1/8 BEND PLAN VIEW WHERE AN 1/8 BEND IS NOT USED Q A ONE FOOT PIECE IS REQUIRED OUT OF TEE MACHINE TAPPED HOLE Q T STD V.C.P. COLLAR TEE SADDLE OR EXIST. V.C.P. L O APPROVED EQUAL EPDXIED IN SEWER MAIN' r U PLACE PRIOR TO ENCASING x o J Q 12" MIN. EACH SIDE OF SADDLE o 0 U �o ww n� o N BORDER LAST REVISED 7/2/2010 1/8 BEND PLAN VIEW WHERE AN 1/8 BEND IS NOT USED Q A ONE FOOT PIECE IS REQUIRED OUT OF TEE MACHINE TAPPED HOLE ° STD V.C.P. COLLAR TEE SADDLE OR EXIST. V.C.P. z ° // APPROVED EQUAL EPDXIED IN SEWER MAIN' PLACE PRIOR TO ENCASING CLASS 'B' CONCRETE ENCASEMENT UNDISTURBED EARTH 12" MIN. EACH SIDE OF SADDLE V.C.P. SADDLE CONNECTION NOT TO SCALE NOTESa 1, A WYE OR TEE SADDLE SHALL BE INSTALLED BY CUTTING A NEAT HOLE CONFORMING TO THE INSIDE DIAMETER OF THE SADDLE WHEN USING A SADDLE WITHOUT COLLAR AS SHOWN IN EPDXY RESIN JOINT DETAIL. WHEN USING A SADDLE WITH COLLAR THE DIAMETER OF THE HOLE SHALL BE OUTSIDE DIAMETER PLUS 1/8'' AS SHOWN IN CEMENT COLLAR JOINT DETAIL. 2. BROKEN PIECES FROM CUTTING OF THE MAIN LINE SEWER MUST BE EXTRACTED CAREFULLY PRIOR TO PLACEMENT OF THE SADDLE. 3. THE SADDLE SHALL BE CEMENTED INTO PLACE USING CLASS "D" CEMENT MORTAR OR OTHER CEMENTING AGENT APPROVED BY THE DEPARTMENT, THE SADDLE SHALL BE HELD SECURELY IN PLACE WHILE THE CEMET OR OTHER APPROVED CEMENTING AGENT SETS. THE INSIDE OF THE JOINT BETWEEN PIPE AND SADDLE SHALL BE FILLED WITH CEMENTING MATERIAL AND NEATLY ROUNDED. USERNAME ->TY LIN-Riv DGN FILE => 846810Ia00 SEWER SADDLE CONNECTION CITY OF FONTANA Std PLAN 2008 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 1 UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 238 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CAL IFORN/A OR /TS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 SANITARY SEWER DETAILS NO SCALE S s- 5 PROJECT NUMBER & PHASE 0800000745 x x X Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 1 SBd 10 14,8/15,5 239 566 REGISTERED CIVIL ENGINEER 06-28-11 03-24-11 DATE oPR°vEssioNa JEFFREY KIM z Na. C63106 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR /75 OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED '9rF OF CALIF COPIES OF T11I5 PLAN SHEET- �TY.LiN,IN ED ��SAN11 OBERNARDINO, CA 92410 RIVERSIDE, CAR92507TE 1201 ---------------------------- ---------------------------- -----------------------------1090- ----------------- 090 --- --- - - --- --- --- - -- --- --- --- --------------------- --- --- --- - -- --- --- --- --- -- --- ------- 1090 --- --- --- --- --- --- --- -- --- --- -------=-- 075 .... ........ ........ ........ .....:......... ........ ........ ........ .... 1 --- --- --- --- ..-........ 1 070 1055 -- -- 1062,26 - 1060,35 X- -87;4' S EWPR PIPE VC - 1060 5q - -- 1 058 70 - 1 2"--X .164,3 - - - SEWER` PIPE Q 1®` Z O X J Q U CD STATION w N�l� Y Exc T FmY BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 846810jb00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i l i l i l UNIT 2232 PROJECT NUMBER & PHASE 0800000745 Ij o X a L � U Q T L O r U J X o Q o U 0 � O Ww n � N 0 BORDER LAST REVISED 7/2/2010 SANITARY SEWER QUANTITIES Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 240 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OE- SCANNED a� OF CAL COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 z Q J 0 0_z CC H W LU LL= 0V) O z W r O 0 z z Li w CL Li w N LL - U N> -- D d 0- w z CL 0 w E w J w LnU Z - 0 Q -- w D- a_ w z a_ 0 W w J �'-� W �U Z - 10 �- W CL (L w Lu vw1 W > O W z W w> J o O U _ a wz � a � w W: Q W cr V1 w w Q z F w z �O w z �a W -_ J Q U w(N) Q z � w z �O w z ula W - J t9 U EA W J O = a 0Y W W 0 EA W O LU �J = O 0 .. Z W Q = FT G w W J �a a� > W �-. H CL Q W J EA U w� 0 In r LL to > OY Z W Q CC I— EA DESCRIPTION STATION ON/OFFSET (FOR MANHOLES ONLY) O z W r O 0 z z LF LF LF LF EA EA SS -1 1 CI 1 1 11.2 CONSTRUCT SMH-1 Per SS -4 "Cl'' 42+63.43 135.34' Rt 1 c b 296.9 b c 1 1 12.0 CONSTRUCT SMH-2 Per SS -4 ''Cl'' 39+57.37 96.79' Rt c d 87.4 d e 1 1 21.7 CONSTRUCT SMH-3 Per SS -4 ''Cl'' 39+57,58 5.10' Rt e f 164.3 f 9 1 1 15.1 CONSTRUCT SMH-4 Per SS -4 ''Cl'' 37+87.15 4.86' Rt 9 h 64,8 CONSTRUCT SEWER LATERAL h i 1 CONSTRUCT CLEANOUT Per SS -4 i t SEWER SADDLE CONNECTION Per SS -5 t u 24.8 u v CAP END v w 25.0 CONSTRUCT SEWER LATERAL w X 1 CONSTRUCT CLEANOUT Per SS -4 X y SEWER SADDLE CONNECTION Per SS -5 y Z Z Cl Cl CIC] bb 1 bb SS -2 2 j 1 CONSTRUCT CLEANOUT Per SS -4 2 1 k 46.4 CONSTRUCT SEWER" LATERAL k 1 CONSTRUCT CLEANOUT Per SS -4 m 188.4 CONSTRUCT SEWER LATERAL m n SEWER SADDLE CONNECTION Per SS -5 n SS -3 3 0 63.5 3 0 p PROTECT IN PLACE p q PROTECT IN PLACE r PROTECT IN PLACE r S STUB 5' Exist SEWER PIPE (VCP) & CAP END TOTAL 573.4 25.0 299.6 63.5 4 3 1 4 2 1 (N) NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY USERNAME ->TY LIN-Riv DGN FILE => 846810Ic00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2': SANITARY SEWER QUANTITIES SSQ-1 PROJECT NUMBER & PHASE 0800000745 10 e O 00 x x w z Y p Q N O w Cr J W W m Z W Z J W < Cu m w x I V 11) a� o Jz W CD Y U�U ul w aw = UO U x 0 LA CL w N O V) z fr 0 - F- U Z Z W > � w z vi a N x Ia Q Z O x J Q U �o w _W w Q � V1 NOTES, 1, FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE. 2, LOCATION OF UTILITY FACILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION, 3, ALL ELEVATIONS SHOWN REFER TO THE TOP OF PIPE ELEVATIONS UNLESS OTHERWISE INDICATED. BORDER LAST REVISED 7/2/2010 LEGEND SCG SOUTHERN CALIFORNIA GAS ATT/PB AT&T - PAC BELL SCE SOUTHERN CALIFORNIA EDISON TWO TIME WARNER CABLE KM KINDER MORGAN FW FONTANA WATER FONT CITY OF FONTANA L3C LEVEL 3 COMMUNICATIONS W I a£ E)' Q I J I I N I� I (E) R/W 8" SEWER (FONT) DENSE TREES - I (n �l A PROTECT IN PLACE FB REMOVE INTERFERING PORTIONS ❑C TO BE ABANDONED/RELOCATED/REMOVED/MODIFIED (BY OWNER) ❑D TO BE ABANDONED/RELOCATED/REMOVED/MODIFIED (BY CONTRACTOR) �E ADJUST TO GRADE (BY CONTRACTOR) XX CONFLICT TABLE NUMBER XX POTHOLE NUMBER 1 inr , a n n. n --- --- — — -_-- -,_-�— --- --- t-10 CHANNEL _ DENS ESS J ASPH ::D �_ ,.t W 21SE" WER /36 �KSf(�ONT� -- -- - - — _ - _ — w CONC — -- — -- - - -WB I -1-0 O Ln -IE- --=WATER-(-FVV) ASPH '8,. 10' LINE= 9 � a N34- _ — — — — SBD - ASPH — u� D NSE TRE SF NSE.TREES 7 J � X �—/�J` � �u�J (E) RJW 20'' FUEL (KM) u - -�I UP RE - - Q ---- U N ION _ - o-----—=----c��--_- _ TO�O(T-�' -- - - --o— — f - - - - ------ --(- —--- -'r FIBER OPTIC (1-3C) = 8\�--------------- - - - --- " WATER/12" CASING (FW) _ ____---� F � 16" FUEL (KM) I III"' g F THIS PLAN FOR UTILITY INFORMATION ONLY USERNAME=>'Il KER RELATIVE BORDER SCALE 0 2 DGN FILE => IR -GUEST IS IN INCHES I Dist COUNTY ROUTE TOTAL PROJECT No. SHEE1 08 SBd 10 14,8/15.5 241566 03/24/11 �o...... REGISTERED CIVIL ENGINEER DATE Nqc e STEVEN 06/28/11 B. FRIESON PLANS APPROVAL DATE N. 042110 �, �A THE STATE OF CAL/FORMA OR ITS OFF/CERS Exo03/31/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED 'rF OF CAUF°���V COPIES OF TH/S PLAN SHEET. SANBAG BIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., SAN BERNARDINO, CA 92410 B204 UPLAND, CA 91786 a aJ. UTILITY PLAN o SCALE 1 ":-: 1-600 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 w U- 1 �Oo O NOTES: 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. 8" SEWER (FONT) Dist COUNTY ROUTE POST MILES SHEET TOTA TOTAL PROJECT No. SHEE1 08 SBd 10 14.8/15.5 242 566 03/24/11 oFEsslo REGISTERED CIVIL ENGINEER DATE Nqc - STEVEN 1, 06/28/11 B. FRIESON PLANS APPROVAL DATE No. C4211O Exp 03/31112 �A THE STATE OF CALIFORNIA OR ITS OFF/CER5 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED Orf OF CAU "YY'% COPIES OF THIS PLAN SHEET. SANBAG BIRGE ENGINEERING, INC, 1170 W 3RD STREET 600 IN MOUNTAIN AVE., SAN BERNARDINO, CA 92410 B204 UPLAND, CA 91786 t x w z I I o UG TELEPHONE (ATT/PB) �w -�� o -� 81' SEWER (FONT) W J w Q `r /fir CID \ _ Z 0 � m Q� �_�----" 006 A CH ELECTRICAL (SCL) 3. \\ _�� -- m/ \\ (E) R/W --� - � - z U) o � A } �W � I 'v N A 002 12'' WATER (FW) _ VT o -- �z w $'' SEWER (FONT) w m m I � I CD" v LLJ aw = - o,`--- LLJ c/) o Lij- --- - -7 --- - -- - — -- 4 - — - - z o SBD - 10 — -- — m - _ — — — E Z WB 1-10 — -- — — „110 1 P— > o c0NC _ 9 - w - 8 ---- - -- _ - = e r � 3 - z _ 1 -- 2 v d + 7 - - �- - - - - — _ -- — - -oma - J ASRIti 110 785 6 ------- —81' WATER/16 00 3 ---- S'I NIGS-{ F W) m - - — — a cGNc_ — — — — — ASPM —� - C= SBE) EB -1-10-- — — - - — - - =-- I F o I ASPM x _ z o o cr z z �' v ) -�- L �� 20'' FUEL (KM) (E) R/W Fr T� J FIBER OPTIC (L31P R - __ o --r -- - - =—flf--a—__—-_--�q� - z - - -- - - ---- --_ -- _� _ _ p -I-II Ofd �f0 x O LLj r DFNSE TREES � y-- a 16'' FUEL (ISM) —, I I W W 00 00 (� a x W rill I I �, ) UTILITY PLAN --i o0 o SCALE 1 s o W wO w Q O v�THIS PLAN FOR UTILITY INFORMATION ONLY U - 2 a o .110 1USERNAME=>LI -IER RELATIVE BORDER SCALE 02 3 BORDER LAST REVISED 7/2/2010 DGN FILE => ;1.-:uEST IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000745 NOTES. NOTES THIS SHEET Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15.5 243 566 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, 1. FOR POTHOLE DATA TABLE SEE SHEET U -6a. SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE. 03/24/11 REGISTERED CIVIL ENGINEER DATE 'µoFesstoNq x 2. SEE SHEET U-1 FOR LIST OF ABBREVIATIONS, OH TELEPHONE ATT/PB e F STEVEN MATCH LINES STA 56+25.00, SEE U-6 - - - - - - c B. FRIE 06/28/11 10 C4211O _ ; U ELECTRICAL SCE 034 C PLANS APPROVAL DATE No. A 03/31/12 WATER VALVES FW , - - - - - - - - - Exp THE 5747E OF c4LJFORNT4 OR IIs OFEicERs CIVIL 3 ON ELECTRICAL SCE OR 4GENT8 SHALL NOT BE RESPONSIBLE FOF sT P qr - - JOINT POLE (SCE) ` \ \ �� J y��� THE ACCURACY OR COMPLETENESS OF SCANNED Fop cnUF°� COPIES OF TNIs PLAN SHEET. C 033 UG ELECTRICAL SCE \ 11 013 C POLE#665467H _ �`. �. V - 1170 IN 70 W 3RD STREET �BIRGE ENGINEERING, INC. 600 N. MOUNTAIN AVE., SAN BERNARDINO, CA 92410 B204 m A=.PH Q A 028 2' GAS SCG \ UPLAND, CA 91786 � w � I R/W > w STREET D 023 STREET LIGHT (FONT) L'i Q POLE #4372571E ` SEE ELECTRICAL PLANS 3 1` I PED. BOX (SCE) 010 cO � STREET LIGHT (FONT) (E) R/W E� '�' I C 10207 Citrus-LS3/TC1 NEW RUE x C D 024 POLE 44449947E - \ x SEE ELECTRICAL PLANS ,P Y a oui- O ^ A 00 5 12" WATER FW - 3 PED. BOX (SCE) 012 C 10207 Citrus-LS3 � LL STORM DRAIN MH FONT 3 I Q � m (-DR) D 027 SE DRAINAGE PLANS 1 3 ELECT. POLE (SCE) _= q �O w zru 020 C POLE #793312H X`L�o it i > ) R41 i 6'' WATER FW 007 C -- V LnD 004 8" SEWER FONT - SEWER PLANS U BACKFLOW ASSY UNK 019 C 6 - 10SEE O H C A B T1/__ C� - Q � om m - R43 _ �, WATER VALVE S FW TER(FW)---7C �M OH 7EL�N JOINT OLE (SCE) 009 TT/PB w A 025 6'' 14 --- P # 2484H �- o _ SEWER (FONT)l� X/8" �? �v u w -� R43 R42 GT Xr y uo (E) R/W 12'' WATER A 002 ON ELECTRICAL SCE x _ _ -- -g��— _ _ ��',r1 C 2 G C018 S W JOINT POLE (SCE) _ _ � - 3 ` 2" GAS SCG E - � 011 C POLE #785434H o _ -_,�� - C 5 - (E) R/ W J _ _ _ I — --- ��-- - 2'' WATER FW 0 31 C _ 9 _� E WATER VALVES FW 032 C _ o LL 8 'WATER (F 6 c � m C13 ,- / 1 r I BF1 H 4 -_ o w w > E 6 A 026 SEWER MH- FONT _ �_�_ — - -� w < w ' -- 80Q_ - ---= - - - - - ---- ------ — . - _ - - — C( — — — — — -- CBD Ln -� — S8D - 10- -- — --- -- - - — 1— — -- - - + —WB 1 10 ul c -- --- --- - - — -- = — ti o x i— Q ,� - LSl 0) _ _ SBD o — 029 10'' CONC (MATER W — �' `' — — — — — Q a a — a — coNc — se- — r — — _ — -- — — _ _ I - to Fr ~ _— E8 X10 — - -IH _ a LL _ _— 4 805 _ -7 L, aEI n E - - - -- 6 "' 3 4 805 w miw RA1LR UTILITY PLAN o L.- uP FR19N PALF]_ W W x Q - o MATCH LINE, STA 47+50.00, SEE U-5 L 1 0� 0 o 0 �W wa V_ wo v� THIS PLAN FOR UTILITY INFORMATION ONLY a o BORDER LAST REVISED 7/2/2010 USERNAME _> SII=E= RELATIVE BORDER SCALE G P s UNIT 2232 PROJECT NUMBER & PHASE 0800000745 OGN FILE => IF -tUEST IS IN INCHES NOTE= DISI COUNTY ROUTE TOTAL PROJECT �No. SHEE1 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA 08 SBd 10 14,8/15.5 Z44 566 SEE RIGHT OF WAY RECORD MAPS AT THE DISTRICT OFFICE, ,J LLI 03/24/11 o.Ess SEE SHEET U-1 FOR LIST OF ABBREVIATIONS, I a I REGISTERED CIVIL ENGINEER DATE STEVENNA x 3 QI B. FRIESON _ 06/28/11 _I — .'.I PLANS APPROVAL DATE N. C4211O A - Exo03/31112 �m TELEPHONE (ATT/PB) THE STATE OF CAL IFORNT4 OR ITS OFF/CERS - Q OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL LJ _ THE ACCURACY OR COMPLETENESS OF SCANNED VrF OF cnCiF°�`��V __ Lu 2" GAS (SCG) — CORLES OF TH/S PLAN SHEET. OOq CONC a L IR SANBAG DIRGE ENGINEERING, INC. rn - 1170 W 3RD STREET 600 N. MOUNTAIN AVE., _ U OH ELECTRI-CAL SCE 3 8" WATER (FW) B204 �y �u SAN BERNARDINO, CA 92410 X h` UPLAND, CA 91786 m � x i � I � w OHS GABLE TV (TWC) _ C 4 �— 1-8" GAS (SCG) Ld > w OH ELECTRICAL (SCE) 2' GAS (SCG) 015 C �AT R FW. ON (ATT/PB) �} III--- WATER (FW) NEW PUE 1 I 2 _ - - _ R/W JOINT POLE (SCE) 036 A' i� CON x w z POLE #785432H I a _ J ��.� In ---_ 9- tom= } t -moo -- --t -(oh) t�--- _H[oh�— - �T0 011 - - - J - _ y \- - - J W C s W� W w 6 �y-- L ` 8 . - - / Z - J W a w 2'' WATER (FW) 031 C = F - --- (E) R/W - v OLE - _ (_ #785433H — 87,0 zzz�z— - -- - _--- _ ' 1-7_O CHANNEL -- - -- _ - --- �- I� Jln W _ _ - - w -- --- - 4 A15 7 — — -- -- - -- Wa 1-10- - x — — — -AS/12 CASING (SCG) -- o _ _ lmp'� _ - crmlr_ WB 1-10 — �' ----------- ---39 A-- "110 -- - - W e --- - z Ln 3 -4- - 815 6 7 a Pr J+ _ ------ = 7 8 9 1110" — 820 - z O — - 81-0 — 1 - 2 - - - _ _ — __WATER/ -T2" CASi4G (FW} A. 038 - o " — — -- m �_ 9— — — _ cONC EB I-10 - 10 -- - -- u,_ E6 I-1� seg - io - —- - --- -- ---- '-- - - ASP H — — — — _ — - - f SPH A51 1I - n - CI�9 810 -- -- -- — v - F --HER 6P F3 LSC - I F- �—� � UP 'R o Q 20'' FUEL KM ( ) R/W - - xQ — -- UP RR � 1I -- -- � I !F _- — -- __-----Ofn ---_ --.-Ofo=-- Ifo ---,o--=#=f1f----- ° Fr_ - DE61�E JREES ) . L - o 1 FUEL _ x - - - - a z 0 ti x Q U �o w _o w Q � V1 BORDER LAST REVISED 7/2/2010 USERNAME=>VI-ER UGN FILE => UR UU THIS PLAN FOR UTILITY INFORMATION ONLY HLLATIVEHO.-tU_H SCALE G I z 3 IS IN INCHES I i I i I i I ww a- 00 0o a� a UTILITY PLAN has D � SCALE I''=50' o 0 w o U_4 o 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 NOTE= 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, r �w m In o > w w' w w � � a 0 x w z UG TELEPHONE (ATT/PB) Y O Ir a ui 0 w Cr JOINT POLE (SCE-) OH ELECTRICAL (SCE) y I� POLE #4310047E 108A w z I Co 15986ISLOVER) 07 A J W a w ��n I OH CABLE TV (T C) (E) R/W �m m a� o w �2w 1, e� B aw x -w w x O in---- �I cf_- w --�-`t -t --�_ -t ClII A_I C 52 UG N o - v J W —__ — z - 2 U. U. o m OH ELECTRICAL (SCE) w � � I � - - I OH CABLE TV (TWG £ Iii UG ELECTRICAL (SCE), � I � J INT POLE (SCE) I II I POLE #43726?OE, TO BE RELOCATED BY OTHERS x II <I,I UG TELEPHONE (ATT/PB) 10 o OH ELECTRICAL (SCE)' ' II° II ON ELECTRICAL -(SCE) M I Fr I fTl I � o UG TELEPHONE (ATT/PB) -� LI �I �� ON CABLE TV (TWC) X _ �_ �° { �'I i �✓� (E) R/W ' II II F. P X x i NIS o < L� J 11 � _W w Q � V1 BORDER LAST REVISED 7/2/2010 USERNAME => 01 -ER DGN FILE => ',R )U POTHOLE LOCATION TABLE POTHOLE # UTILITY NORTHING EASTING UTILITY ELEV. SURFACE ELEV. DEPTH R10 FO - 13 COM 1846901.647 6727161.975 1083.03 1086.28 3.25 R11 FO - L3 COM 1846900.817 6727119.232 1082.88 1086.21 3,33 R12 FO - 13 COM 1846903.636 6727242.077 1081.44 1085.77 4.33 R13 FO - L3 COM 184690.5.557 6727324.548 1081.74 1085.74 4.00 R46 T - ATT/PB 1846422.98 6726041.03 1075.57 1079.15 3.6 Distl COUNTY ROUTE TOTAL PROJECT No. SHEE1 08 SBd 10 14.8/15.5 245 566 03/24/11 QROFEssroN REGISTERED CIVIL ENGINEER DATE o 41 STEVEN ti 06/28/11 B. FRIESON m PLANS APPROVAL DATE No. C4211O Exp 03/31/12 xm THE STATE OF CAL/FORMA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVI THE ACCURACY OR COMPLETENESS OF SCANNED qrf OF CAL COPIES OF THIS PLAN SHEET. SANBAG DIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE— SAN BERNARDINO, CA 92410 B204 UPLAND, CA 91786 ELECT. POLE (SCE POLE #1253954E ON TELEPHONE (ATT/PB) { - - - ON ELECTRICAL (SCE) � � � o '(SCE) 1 FIBER OP 68 TIC (L3C) I 11 JOINT POLE - - POLE #1225617 ON CABLE TV!(TWC) ON CABLE TV (TWC)- JOINT POLE 046 C -. 0 POLE 42628625 OH ELECTRICAL (SCE) I I 0 - -- — " - t -- ELECT, POLE (SCE) z F "— R46 POLE # 9 7416 J INT POLE �Ot047 SSE) C 047ROLE n _- #I- 2 1 #1225618E I - _ __=--�--- ASS 1 PHONE (AT _ - 2 -- CITRUS AVE. = r 7 - O + _ �-O H4ND HOLE MC) o - -� o JOINT POLE (SCE) 103 C JOINT POLE (SCE) o O FriPOLE #2628605 x ( 060 C POLE #2628585 ,1 R12 m C R/W C 059 JOINT POLE (SCE C 109 FO HAND HOLE (1-30 I w POLE #2628595 ) i ) 1 R/W --- OH TELEPHONE (ATT/PB) -',FO HAND HOLE (L3C) C 11' 1o JOINT (SCE) i TELEPHONE POLE (ATT/PB) x III 061 C POLE #71809S C 062 POLE #665462H 4k I R13'. ON ELECTRICAL (SCE) -(E) R _/_W- - I �00 TELEPHONE POLE (ATT/PB) C 063 -- ^�- POLE #665463H 3 -OH C 044 FIBER OPTIC (L3._I 0' CABLE TV (TWC �I I � x ON TEL PHONE (ATT/PB) PLAN 00 a s TELEPHONE A 056 POLE (ATT/PB)�11LITY OCE #1015351H` " JO[NT POLE (SCE) POLE #718085 00 A SCALE 115�J o U-5a THIS PLAN FOR UTILITY INFORMATION ONLY g o0 RELATIVE BORDER SCALE 0 v 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 IS IN INCHESiI ISI X NOTE: 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. POTHOLE LOCATION TABLE POTHOLE # UTILITY NORTHING FASTING UTILITY ELEV. SURFACE ELEV. DEPTH R44 GAS - SCG 1846450.17 6726038.70 1075.74 1 082. 16 6.4 R45 GAS - SCG 1846457.76 6727229.39 1 076.1 8 1 079.1 8 3.0 R48 WATER - FW 1846432.71 6727042.01 1075.69 1080.19 4.5 R49 WATER - FW 1846437.87 6727232.04 1075.00 1079.25 4.2 R50B GAS - SCG 1846187.75 6727071.47 1072.90 1079.40 6.5 POTHOLE LOCATION TABLE POTHOLE # UTILITY NORTHING EASTING UTILITY ELEV. SURFACE ELEV. DEPTH R1 FUEL - KM 1846901.09 6726993.508 1078.94 1086.11 7.17 R2 FUEL - KM 1846911.809 6726991.975 1082.23 1086.23 4.00 R3 FUEL - KM 1846907.39 6727095.205 1078.47 1086.22 7.75 R4 FUEL - KM 1846915.537 6727095.411 1080.63 1086.46 5.83 R5 FUEL - KM 1846908.195 6727132.546 1078.62 1086.29 7.67 R6 FUEL - KM 1846908.59 6727162.486 1079.09 1086.17 7.08 R7 FUEL - KM 1846917.487 6727162.91 1082.09 1086.59 4.50 R8 FUEL - KM 1846911.816 6727270.237 1080.36 1085.94 5.58 R9 FUEL - KM 184 6921 .761 6727269.785 1081.82 1086.40 4.58 Dist COUNTY ROUTE POST MILES SHEET TOTA TOTAL PROJECT No. SHEE1 08 SBd10 14,8/15.5 246 566 03/24/11 QROFEssroN REGISTERED CIVIL ENGINEER DATE o 41 STEVEN ti 06/28/11 B. FRIESON m PLANS APPROVAL DATE N. 042110 xm THE STATE OF CAL/FORMExp 03/31/12A OR ITS OFFJCERS OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVI THE ACCURACY OR COMPLETENESS OF SCANNED qrf OF CAL COPIES OF THIS PLAN SHEET. SANBAG [lIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., SAN BERNARDINO, CA 92410 8204 UPLAND, CA 91786 �r 6"SAS-( Ste) x /� 1 I� C,. d -3� Q a o �- A 042 16" FUEL --(KM) - _ -- W (FW - x Y o n 12' WATER (FW) - a In �Ir m 096 A Ir w 12' WATER (FW) �� - k o � � - � � -_ it DFNSE TREES J IRE HYDRANT (FW) 095 ��, �3 GAS �n Lk J \ Z � I 101 O � i _� > ; ��� - WATER VALVES) (FW)rr < w u U)_� �� _- WATER VALVE(5) (FW) 2�TLR II V�I; SEE DRAINAGE PLANS (FO T) n WATER VALVE(S) (FW) 097 E RM DRAIN MANH 0 CONC. WATER NS 85 D 101 FW R1 D J 6 WATER (FW) 09 A R48 �n C 029 „ f E) R /W R44 R50B �zol 2 `� - tv 3" GAS SCG R4 A 054 R LINE)W) W v ( ) aw = ' _ - ' i 045 C R3 z _ �yy _ yy w a. �- W - - - W..:: ._ -... _ _ --- x o -w��� I CI it 92 A - � 3" GAS/6' SING (SCGL - -- tvcr - - u -- CA - - 048 C > � g 9�t -t _ ` �._;r1l CITRUS AVE. - - - �_ J w --. 16" WATER/20'' CASING (FW) O o 2 GAS (SCG) I E -w -- - - o { �- o 049 F- - -- -- R _ - w �� �' 1 I 6'' WATER (FW) p ��/ w 10" HP GAS (SGG) I WATER VALVE{S�-(F-W) % R7 I m ,� 2" SEWER (FONT),7 050 065 C / 0 0 z 3 �� + �i _ i < 16' CONC. WATER (FW) R49' C i TCH B I N (FONT)0 8 A R45 w STORM DRAIN GRATE (FONT) Ogg D - R8 0'' WATER EFW II WATE VALV (S) (FW) SEE DRAINAGE PLANS , 17'' WATER (FW) 040 C __ ( ) 057 E " z �WATER VALVES) (FW) 089 C - O .� _ WATER VALVE (FW) 066 C -'I iT1 FIRE HYDRANT (FW) R/W R9 X a <I m FIRE BACKFLOW (FW) { Yu ? I cr I� I MANHOLE (UNK) I I �' "SEWER ( T� 091 A R/W M a m I -__ --- - Jam_ oD r I E) RiVd - �I �� XFIC 0 17'' WATER, (FW) 041 A m ZL.j' ��� ❑k - D - -- �� 'V of L 3'' GAS (SCG) 055 A W w w _��20 FUEL (KMi ao� E R/WFIRE YDRANT (FW) 087 A A 043 Q E WATER V LVE(S) (FW) O < i I a X a I� IOTILITY PLAN a o I ?fl4 I I i -ALE 1 `50/ o W a� U 5b THIS PLAN FOR UTILITY INFORMATION ONLY a o BORDER LAST REVISED 7/2/2010 USERNAME =>0ER RELATIVE BORDER SCALE o s z 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 DGN FILE => TPdUEST IS IN INCHES I x x w z Y a 0 Ir w 0 W m z w z J W Lu < m w x I U 11) om r W m a� o W z W Y U� U aw = UO U x 0 w n o J w Q z ct 0 LL F- u z z w w w � � w z '- a In x Ia Q® z 0 ti x Q U �o w _o w Q � V1 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. POTHOLE LOCATION TABLE (FOR SHEET U-3) POTHOLE # UTILITY NORTHING EASTING UTILITY ELEV. SURFACE DEPTH ELEV. R41 FONTANA WA 1847498.520 6726987.388 1087.15 1091.23 4.08 R42 FONTANA WA 1847465.880 6726972.391 1087.52 1091.27 3.75 R43A FONTANA WA 1 84 74 37.801 6726946.213 1086.18 1091.09 4.91 R43 FONTANA WA 1847436,538 6726944,177 1086.26 1091.26 5.00 TREET LIGHT ,.(FONT) � � � p73 ��tt� x x (F POLE #4372570[ w --t�- -I I UG CABLE TV (TWC) SEE ELECTRICAL PLANS—,, "< ASP" UG ELECTRICAL (SCE) - C o ;_ -I, � OI LEPHONE (`STT/PB) STREET LIGHT (F�ONT)074 C - POLE #4372569[ SEE ELECTRICAL PLAN f STREET LIGHT (F N ) OH E@�'ECTRICAL (SCE) V(E) R/W OLE #4372568[ 075 C - �� % EE LECTRICAL 'L 5 "- LLI x -- R /W w w w w UG CABLE TV (TWC) -- - _ FI3ER OPTIG (TWC) - - N805 — CI�fRUS AVE. - Wv� w--T� w w,_ - + cIx Rus AVE - Y L-g—- �9 ASPH o Ln = _ _ - - 60 -9 37-9- Q _ - - — +�_� 40 -e w --t " h --t _ e W _t �( . w on n -e- - w ��o z �� �H CABLE TV (TWC) J - X 9H LECTRICAL (SCE) z �'1 PED BOX (ATT/PB) 126 C �� _ JOINT POLE (SE) �I ��ELECT. POLE �;{SCE) - POLE #809790H 070 C �, II POLE #2310219E 084 C JOINT POL-u UG TELEPHONE (ATT/P`3) E SCE =� a 23 A NEW PUE c 071 ( ) 4� F 'j- I ROW POLE #4479037[ `., 0 - JOINT POLE (SCE) - OH TELEPHONE (ATT/PB)-POLE #665466H - o69 C E UG TELEPHONE (ATI PB) i O OI < D I fir, L, o o � ( E ) -� coNc m I� CD -r"-- 4i u o r F -j T1T������� BORDER LAST REVISED 7/2/2010 USERNAME => W- ER DGN FILE => UR UU THIS PLAN FOR UTILITY INFORMATION ONLY RELATIVE BORDER SCALE 0 9 2 3 IS IN INCHES I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT No. SHEE1 08 SBd 10 14.8/15.5 247 566 03/24/11 Q'OVESSION REGISTERED CIVIL ENGINEER DATE o 41 STEVEN ti 06/28/11 B. FRIESON m PLANS APPROVAL DATE No. 042110 xm THE STATE OF CAL/FORMA OR ITS OFFJCERS Exo03/31/12 OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVI THE ACCURACY OR COMPLETENESS OF SCANNED qrf pF cn�iFo�`��P COPIES OF THJS PLAN SHEET. SANBAG DIRGE ENGINEERING, INC. 11 70 W 3RD STREET 600 N. MOUNTAIN AVE., SAN BERNARDINo CA 92410 8204 UPLAND, CA 91786 00 a� a UTILITY PLAN a ALE 1 "=50' o 0 w O U -6a 0 PROJECT NUMBER & PHASE 0800000745 x x IQ Q Z iY O ti x Q U �o w _W w Q � V1 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. 4'' GAS (SCG) SII h 211 SEWER (FONT) E 113 STORM DRAIN MH ;(FONT) pSPH t �e� _ � � --t illl��� WATER VALVE(S)(FW)A 120 WATER (FW) �j 2' WATER (F) 10" CONC. WATER FW E- 077 I a Lrj L29 WATER VALVES) (F,W) C 1 2 WATER VALVE( ) (FW) WATER VALVE(S) (FW)� 080 E C 078 H - ---- CATCH BASIN (FONT) SEE DRAINAGE PLANS q 00512'' WATER (FW) C 072 FIRE HYDRANT (FW) STORM DRAIN MH (FONT) 12 A I, (E) R/W 12'' WATER (FW) -- A 1 29 � x 1 W �< w R!W I (D -- 10'' CONC. WATER (FW) w ww __ 0 - - x - I - j10' HP G CG AS (SCG) J O - — -�- -- - 1 - — — / 21' SEWER (FONT) - Lo 80 7 W +c\j r�H„J A,V-CITRIfS AVE. - - 6” GAS (SCG) - AsrH - - - `-60 - - - -I' w t J( w - --- oh O _ "F' -CR (FW) Ld z oh - - 61'' WATE , (FW) EWATER UL1'C( ) (FW) _ 1 6" WATj'R (FW) 118 C 082 C u I , STORM DRAIN MH (FONT)��� < _ �� ► CA C BASIk (FONT) 11 D - 2 A .� ( _ SEE DRAINAGE PLANS A 11 9 8" WATER (FW) WAFIIR VALVE S) (F�) R W ] 6" WATER (FW) 007 C_ �r1, J z E� 081 A = O O NE PUP STORM DRAIN MH (FONT) 4 D o Lo -4 ; WATER VALVES) (F )II 079 C SEE D INAGE PLANS NS 2" GAS (SC ) 028 A o o, CONC 12'' SEWER (FONT) < I m 1 O" HP GAS(SCG) 0 8" GAS (SCG) .,,jal I 12' WATER (FW) BORDER LAST REVISED 7/2/2010 USERNAME => 01 -ER DGN FILE => a;R OU THIS PLAN FOR UTILITY INFORMATION ONLY RELATIVE BORDER SCALE C 9 2 3 IS IN INCHES I UNIT 2232 Distl COUNTY ROUTE TOTAL PROJECT No. SHEE1 08 SBd 10 14.8/15.5 248 566 03/24/11 QftOFESSION REGISTERED CIVIL ENGINEER DATE o a, STEVEN ti 06/28/11 B. FRIESON m PLANS APPROVAL DATE No. 042110 /xm THE STATE OF CAL/FORMA OR ITExo03/31 12S OFFJCERS OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVI THE ACCURACY OR COMPLETENESS OF SCANNED 4Tf OF CAL 1F COPIES OF THIS PLAN SHEET. SANBAG [lIRGE ENGINEERING, INC. 1170 W 3RD STREET 600 N. MOUNTAIN AVE., SAN BERNARDINO, CA 92410 B204 UPLAND, CA 91786 UTILITY PLAN Ia-a ALE 1 ''=50' o 0 w O U -6b o ap PROJECT NUMBER & PHASE 0800000745 x co m 0 W I � L ai Q s � O CL. N U Z Q y ~ C O LL d � I oz + W 0� ar U Q C W O cm STATIONARY MOUNTED CONSTRUCTION AREA SIGNS 116jusm 1, FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE DETOUR PLANS AND TRAFFIC HANDLING PLANS, 2. REMOVE OR COVER ALL CONFLICTING SIGNING AS DIRECTED BY THE ENGINEER 3, LOCATIONS OF CONSTRUCTION AREA SIGNS SHOWN ARE APPROXIMATE, EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10/ 14,8/15,5 253 566 S-IaVw 03-24-11 QaoFEss aN REGISTERED CIVIL ENGINEER DATE o a� e JEFFREY c 06-28-11 KIM PLANS APPROVAL DATE No. 663106 A THE STATE OF CAL'FORNZ.4 OR ITS OFFICERS is Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED a�,oF cnL1FOP��. COPIES OF THIS PLAN SHEET. SANBAGTY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 WOOD POST No. OF SIGN No, SIGN CODE PANEL SIZE SIGN MESSAGE No, OF POSTS POST SIZE LEGEND LE D SIGNS O W20-1 48'' X 4811 1 61' X 6'' ROAD WORK AHEAD 6 G20-2 48'' X 2411 1 41' X 61' END ROAD WORK 4 �C C40(CA) 14411 X 60'1 2 611 X 8'' TRAFFIC FINE DOUBLED 5 IN CONSTRUCTION ZONES FUNDING SIGN 132'' X 8411 2 61' X 81' SEE Std PLAN T7 & DETAIL BELOW 2 TOTAL 17 116jusm 1, FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE DETOUR PLANS AND TRAFFIC HANDLING PLANS, 2. REMOVE OR COVER ALL CONFLICTING SIGNING AS DIRECTED BY THE ENGINEER 3, LOCATIONS OF CONSTRUCTION AREA SIGNS SHOWN ARE APPROXIMATE, EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10/ 14,8/15,5 253 566 S-IaVw 03-24-11 QaoFEss aN REGISTERED CIVIL ENGINEER DATE o a� e JEFFREY c 06-28-11 KIM PLANS APPROVAL DATE No. 663106 A THE STATE OF CAL'FORNZ.4 OR ITS OFFICERS is Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED a�,oF cnL1FOP��. COPIES OF THIS PLAN SHEET. SANBAGTY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 HIGHWAY CONSTRUCTION 0 of TR,y (-1. YEAR OF COMPLETION: 2013 of STATE HIGHWAY FUNDS SAN BERNARDINO COUNTY TRANSPORTATION FUNDS 132'' SIGN 0 r THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 8468101a00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 CONSTRUCTION AREA PROJECT NUMBER & PHASE SIGNS SCALE 1"=300' C S _ 1 0800000745 sQl -.. . ' LEGEND LE D CONSTRUCTION AREA SIGN No, - ; -7VALLI=Y.. [v - _.-. i SIGN (ONE POST) SIGN (TWO POST) . - -, _ F Y h> , H~- i _ Jiww, , U 7 y A , _ w. • , I lr Ls _ U _ -.. - .. .. ; i T ` 4' - HIGHWAY CONSTRUCTION 0 of TR,y (-1. YEAR OF COMPLETION: 2013 of STATE HIGHWAY FUNDS SAN BERNARDINO COUNTY TRANSPORTATION FUNDS 132'' SIGN 0 r THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 8468101a00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 CONSTRUCTION AREA PROJECT NUMBER & PHASE SIGNS SCALE 1"=300' C S _ 1 0800000745 sQl x .LEGEND CONSTRUCT THIS STAGE c� DIRECTION OF TRAFFIC CONSTRUCT TEMPORARY PAVEMENT NOTES: 1, CONSTRUCTION FEATURES TO BE COMPLETED DURING THIS STAGE IN THE ORDER SHOWN UNLESS OTHERWISE NOTED OR APPROVED } BY ENGINEER. m 2, ACCESS TO THE GAS STATIONS LOCATED AT THE CITRUS Ave/SLOVER Ave AND CITRUS Ave/VALLEY Blvd INTERSECTIONS SHALL BE MAINTAINED AT ALL TIMES, a 3. ACCESS SHALL BE MAINTAINED TO THE RESIDENCES AND BUSINESSES DURING CONSTRUCTION OF THE CUL-DE-SACS ,�— LOCATED AT BOYLE Ave AND WASHINGTON Dr, �,_ UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15:5 254 566 4 U OS- dw 03-24-1 1 REGISTERED CIVIL ENGINEER DATE o "o"s"N e JEFFREY c KIM 06-28-11 C63106 m PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp.- OR xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a�,oF cn�iFOP��. COPIES OF THIS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 IRIVERSIDE, CA 92507 THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE C 2 3 IS IN INCHES I I UNIT 2232 STAGE 1A STAGE CONSTRUCTION SCALE 1"=150' PROJECT NUMBER & PHASE SC -1 0800000745 r 10 , 4 3 ,•., s - V W`ASk1ING.TON 4 r... - ..- 2 r ............- VSB I . io 2 x I -- - - .,- -> _ 0 1=� _ _- .__ - 1 _ _ , 9 - -- ------ • _. STAGE 1A CONSTRUCTION FEATURES p ❑ CONSTRUCT PORTION OF EB EXIT RAMP PAVEMENT DURING TEMPORARY, - RAMP CLOSURE. BOY L E.:A.�... c BO�!LE A>/e:_ : . ❑2 CONSTRUCT I-10 MAINLINE TEMPORARY STRIPING (SEE TH-Shts), " ""pdwp 3 CONSTRUCT WASHINGTON Dr CUL-DE-SAC. �4 REMOVE EXISTING CHANNEL AND CONSTRUCT PORTIONS OF NEW OPEN :-.. CHANNEL/BOX CULVERT UNDER DRY CONDITIONS UP TO CITRUS Ave, - [5 CONSTRUCT PORTIONS OF CITRUS Ave SOUTH OF VALLEY Blvd, © CONSTRUCT SOUTHERLY EB EXIT RAMP (CI4) AND RW 790, 8 _ ❑7 CONSTRUCT PORTIONS OF CITRUS Ave NORTH OF SLOVER Ave, :..- �8 CONSTRUCT TEMPORARY SIDEWALK ON THE WEST SIDE OF CITRUS Ave, 19 CONSTRUCT TEMPORARY PAVEMENT AT CORNER OF EB EXIT RAMP (CIS) AND CITRUS Ave, :- 10 CONSTRUCT RW 795, .- - .... ... ...,, THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE C 2 3 IS IN INCHES I I UNIT 2232 STAGE 1A STAGE CONSTRUCTION SCALE 1"=150' PROJECT NUMBER & PHASE SC -1 0800000745 o � o m n 0 0 � � i ~ ~ � O a � I ~ w a � o � x .LEGEND CONSTRUCT THIS STAGE c� DIRECTION OF TRAFFIC CONSTRUCT TEMPORARY PAVEMENT NOTES: 1. CONSTRUCTION FEATURES TO BE COMPLETED DURING THIS STAGE IN THE ORDER SHOWN UNLESS OTHERWISE NOTED OR APPROVED BY ENGINEER. 2. ACCESS TO THE GAS STATIONS LOCATED AT THE CITRUS Ave/SLOVER Ave AND CITRUS Ave/VALLEY Blvd INTERSECTIONS SHALL BE MAINTAINED AT ALL TIMES, 1 �,_ UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 257 566 4 U OS- dw 03-24-1 1 REGISTERED CIVIL ENGINEER DATE o "o"s"N, e JEFFREY c KIM 06-28-11 C63106 m PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp.— OR xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of cn�iFOP��. COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 IRIVERSIDE, CA 92507 U CONSTRUCT REMAINING PORTION OF EB EXIT RAMP (CI4).. ... ht'E Y ', - 10 CONSTRUCT CURB, GUTTER, SIDEWALK AND DRIVEWAY ON CITRUS Ave NORTH OF SLOVER Ave. THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE C I 2 3 IS IN INCHES I i I i I i I UNIT 2232 STAGE 3 STAGE CONSTRUCTION SCALE 1"=150' PROJECT NUMBER & PHASE SC -4 0800000745 UOUNTY � ROUTE � TOTAL PROJECT No. (SHEETS x THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY SCALE 1''=150' SC -5 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE C 2 3 TS TN TNCHES I I UNIT 2232 PROJECT NUMBER & PHASE 0800000745 O N � M O p II � O p � � i � F � O a � I ~ w a � p F x x NOTES (TH-1 TO TH-36): 1.FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 2. TEMPORARY STRIPING AND SIGNING IS TO BE DONE ACCORDING TO CALTRANS STANDARD PLANS AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC DESIGN, 2010 EDITION (CALIFORNIA MUTCD) UNLESS OTHERWISE NOTED. .A L LEGEND O# CONSTRUCTION NOTES ❑# CONSTRUCTION AREA SIGN BT BEGIN TEMPORARY TRAFFIC STRIPE, DETAIL # ET O END TEMPORARY TRAFFIC STRIPE, DETAIL # T O# TEMPORARY TRAFFIC STRIPE, DETAIL # �W SOLID WHITE TEMPORARY TRAFFIC STRIPE R O# REMOVE PAVEMENT DELINEATION R (D REMOVE YELLOW THERMOPLASTIC TRAFFIC STRIPE CONSTRUCT THIS STAGE TEMPORARY HMA PAVEMENT -• SURFACE MOUNTED DELINEATOR TEMPORARY PAVEMENT MARKING EXISTING PAVEMENT MARKING TEMPORARY RAILING (TYPE K) EXISTING SIGN (ONE POST) EXISTING SIGN (TWO POST) SIGN TO BE INSTALLED (ONE POST) TYPE III BARRICADE r- TYPE III BARRICADE WITH SIGN TEMPORARY CRASH CUSHION MODULE THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 846810md00 `(E) UPRR R/W RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 1 UNIT 2232 )ist COUNTY ROUTE TOTAL PROJECT -4o-.'4' SETS 08 SBd 10 14.8/15.5 260 566 V .P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �oti� JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of cnL tFa�� COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CONSTRUCTION NOTES: ,1 > REMOVE ALL SIGNS, `_TRIPING AND MARKINGS THAT ARE IN CONFLICT WITH THIS PLAN 0 0 � w o ~ 0 a � STAGE 1A o TRAFFIC HANDLING w O SCALE 1''=50' TH-1 O PROJECT NUMBER & PHASE 0800000745 3.SEE SHEET 4.SEE SHEET THD -1 THD -1 FOR CONSTRUCTION AREA SIGN DETAILS. FOR TEMPORARY TRAFFIC STRIPE DETAIL 13M. r co w (PI 5.TEMPORARY FENCE SHOULD BE PLACED DURING CONSTRUCTION ON THE 0 > TEMPORARY CONSTRUCTION EASEMENT (TCE) LIMIT UNLESS OTHERWISE n > W � W H Q DIRECTED BY THE ENGINEER. .A L LEGEND O# CONSTRUCTION NOTES ❑# CONSTRUCTION AREA SIGN BT BEGIN TEMPORARY TRAFFIC STRIPE, DETAIL # ET O END TEMPORARY TRAFFIC STRIPE, DETAIL # T O# TEMPORARY TRAFFIC STRIPE, DETAIL # �W SOLID WHITE TEMPORARY TRAFFIC STRIPE R O# REMOVE PAVEMENT DELINEATION R (D REMOVE YELLOW THERMOPLASTIC TRAFFIC STRIPE CONSTRUCT THIS STAGE TEMPORARY HMA PAVEMENT -• SURFACE MOUNTED DELINEATOR TEMPORARY PAVEMENT MARKING EXISTING PAVEMENT MARKING TEMPORARY RAILING (TYPE K) EXISTING SIGN (ONE POST) EXISTING SIGN (TWO POST) SIGN TO BE INSTALLED (ONE POST) TYPE III BARRICADE r- TYPE III BARRICADE WITH SIGN TEMPORARY CRASH CUSHION MODULE THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 846810md00 `(E) UPRR R/W RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 1 UNIT 2232 )ist COUNTY ROUTE TOTAL PROJECT -4o-.'4' SETS 08 SBd 10 14.8/15.5 260 566 V .P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �oti� JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of cnL tFa�� COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CONSTRUCTION NOTES: ,1 > REMOVE ALL SIGNS, `_TRIPING AND MARKINGS THAT ARE IN CONFLICT WITH THIS PLAN 0 0 � w o ~ 0 a � STAGE 1A o TRAFFIC HANDLING w O SCALE 1''=50' TH-1 O PROJECT NUMBER & PHASE 0800000745 .CONSTRUCTION NOTES: REMOVE ALL SIGNS, STRIPING AND MARKINGS THAT ARE IN CONFLICT WITH THIS PLAN x 02 SEE STANDARD PLAN T14 FOR TRAFFIC CONTROL SYSTEM FOR RAMP CLOSURE DURING THE I-10 WB PAVEMENT CONSTRUCTION, r w m U o > w � w m : > w w � m ¢ c (E) (E) ETW ETW 12' Var WORK ZONE f"K-RAIL OG E STAGE 1A CONSTRUCTION— EB EXIT RAMP SECTION A—A NO SCALE list COJI. f ROUTE TOTAL PROJECT No. SHEETS 08 1 SBd 10 14,8/15.5 261 566 V .P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �ati� JEFFREY Fc 06-28-11 KIM PLANS APPROVAL DATE No. 0631 06 A THE STATE OF CALIFORM.4 OR /TS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T1,115 PLAN SHEET• SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 x i : N Ln z W --':. - .-- ----- -- - (E) Ease (E) R/W .. � it "CI3- ---- - 795 M _.. } om Lj } 3 7B BT J� u (E) R/W _— ..' _- .. - 2 36A T ��I „ LoU-1 1 7B ET Ln LLJ - - - - - 790 ;.. _ n - N 8 - -- - - -_ - - W -- - _ - - - - W ... vO --- - --- - - - - - - - - - - - - - - - - - Z z — — — — — — 9_...,110 Imp`':790 ' — — _ — _ 0 0 _..._ 8 - - - _ - - - Ln 0 a + I79 1 -- -- 790.- _ - 1 - _ - -2"- - -_ A > N _ - 785 6 7 -- - . - - - - - _ - - - 36 1 T & 7B BT z 00 3 __ - J .......................... - - - - - -- -- - - ARRAY T_514- - �iC14,� z- 2 T 1 3 E B _ _ - - - _ - __ -_ -_ 1� �- - -- -- -- - - - - - Q I- , 2- - - - - _ _ _ -_ N 2'Ln _ F- z C-39AFCA) 3 - - - Q o u L l 2; Ln A p J -- - 5..0 - T 36 DELINEATOR + 2 N (E) R/W x 2 @ 25' Max r- m � o _ _ - _ _ -- - ------- .__-_ o � co SPACING A N _ - H a o_ - UPR'R- :". __ Q� - - . _ -. - - z - -- - --- m ' - • - -.._ _. - - -- - --- - - o (E) UPRR R/W`•. Go a Z V� o W I o cm � Q L u. L O E L U J X o U 0 �o ww a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md002.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I I I UNIT 2232 STAGE 1A TRAFFIC HANDLING SCALE 1''=50' T H - 2 PROJECT NUMBER & PHASE 0800000745 10 e O oO CONSTRUCTION NOTES: REMOVE ALL SIGNS, STRIPING AND MARKINGS THAT ARE IN CONFLICT WITH x h THIS PLAN x (E) (E) ETW ETW > w 12' 12' WORK ZONE m in K -RAIL w < a C) N � O Y list COUNTY ROUTE TOTAL PROJECT No.SHEETS 08 1 SBd 10 14.8/15.5 262 566 x o � N 9. o ------ -- -- ... . .. ....... ... . .... ... w - P- 03-24-11 � REGISTERED CIVIL ENGINEER DATE oeR�EEs��ONq� JEFFREY KIM 06-28-11 PLANS APPROVAL DATE Na C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR THE ACCUFACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. sr CIVIL ♦p qrP of caLiF°�� SANBAG 11 70 W ADD STREET SAN BERNARDINO, CA 92410 TY LIN 3550 VINE RIVERSIDE, INTERNATIONAL STREET STE 120 CA 92507 x o � N 9. o ------ -- -- ... . .. ....... ... . .... ... w - Y Qm 38B T R/W I J(E) ROW 0 50' HMA (TYPE C) CI 4.7+92 -`� - - UPRR_ -- o - -' L9 T X o a flV_ER..-0-;6-s' A� CGLAss 2 MATCH x R�rL - - o H LINE, STA 47+50.00, SEE TH-5 UJ a � � THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY Q N BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE _> 846810md003.d9n RELATIVE BORDER SCALE IS IN INCHES 0 1 Z 3 l i I i I i I UNIT 2232 STAGE 1A TRAFFIC HANDLING SCALE 1''=50' T H - 3 PROJECT NUMBER & PHASE 0800000745 0O 0 0 a � - 3 z 4 F— z a 7 2 W W W - 800., = = 27= :T 1.3 T_ 5 T U) nCl2�' - .-, . a 0 _ = ......... . -- — — — — — — — 0 Eu') — - - — — u')— —— Q_ X�� - - - - - - - - - - - - - - - - -- - - --- o - - co — — Ln _ _ — E N — — — �r _ 7=B T 1 3 T= �A T.' - N B q 805 Ld F, o z :: "I1 O" 800 1 2 3 8 9 0) _Z 7 J J z R Y E = Dk a U - -.:- - - 6 805 7:. ~ U-1 a "CI4' 3 _, q' Q Y Qm 38B T R/W I J(E) ROW 0 50' HMA (TYPE C) CI 4.7+92 -`� - - UPRR_ -- o - -' L9 T X o a flV_ER..-0-;6-s' A� CGLAss 2 MATCH x R�rL - - o H LINE, STA 47+50.00, SEE TH-5 UJ a � � THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY Q N BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE _> 846810md003.d9n RELATIVE BORDER SCALE IS IN INCHES 0 1 Z 3 l i I i I i I UNIT 2232 STAGE 1A TRAFFIC HANDLING SCALE 1''=50' T H - 3 PROJECT NUMBER & PHASE 0800000745 0O 0 0 x x UOUNTY ROUTETOTAL PROJECT No. SHEETS CONSTRUCTION NOTES: 08 sed 10 14,8/15,5 263 566 �11) O REMOVE ALL SIGNS, STRIPING AND MARKINGS THAT -- REGISTERED CIVIL ENGINEER DAT 1 pPOFEss iaN4 S d,� 03 24 1 ARE IN CONFLICT WITH THIS PLAN, E o =-;' --- -- -- --- YKIM �c J ACCESS TO PROPERTIES SHALL BE MAINTAINED _. 06281E1 m THROUGHOUT CUL-DE-SAC CONSTRUCTIONo �.:..............� HPLANS E STATE APPROF CALIFORNIA OR ITS OFFICERS Exp 63 6 OVALDAT T CIVIL ... -... --- "- ---" - _ �HE ACCUFACYAOR C09PZETEA1E55 OF 5C, NNED iF°P�� x V - - - --- COPIES OF THI5 PLAN SHEET, ��� a _.: 2 ... ... - .. .. p R/w W 12C 92507 SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE SAN BERNARDINO CA 92410 RIVERSIDE CA a' W CDW _I O C/L g ETW ETW '110 IMP° ETW ETW i ±11,5 11' 11� 11� �_ 11� 11� 11� 11� ±13 Aux I- RAMP/Aux ---------------- -�--------------- - - - - -- A --(1f; 11* _ L 1 x STAGE 1A CONSTRUCTION - - o TEMPORARY RESTRIPING Lu SECTION C -C a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY NO SCALE a L N 0 BORDER LAST REVISED 7/2/2010 USERNAME -)TY LIN-Riv DGN FILE => 846810md00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 QI Co �o 0 0 O p H r' O WWII STAGE 1A o TRAFFIC HANDLINGIo SCALE 1''=50' TH-4 PROJECT NUMBER & PHASE 0800000745 v ZQ ..... . .. G- i I - - -- - - -- -------- '------ ,.: .. - ;,.....WASHINOTON Dr -- 6 iiWAn 7.. ---- - - 8 5 9 0 - q ::- ..< (E) R/W JOIN - EXISTING STRIPING - -'I10 Imp'' 811+94 z - - - - ...70 - -- -- - - -- - 0 - - -- - ly)-- - ----- _ ............... ------ - - - - - - - - ..... . ...... . ........... W W .. .. BT 36 ' .... 3 ..: 8.1..5. 6 __ - -- --- -_w W- - 1 _ - - - ---- -- _- _ _ 3 ' -WB - O - - - - -. - _ - - - _ WB._I-1-0 _',". 36 ET & 3.7 BT - - - - - --. - - - - -- - 1.2 ... ............ 5 ET Lo N ._� i6 - 4.... ..8.1..5 g- 11110" 820 .. - - _ - 3 li _ 1 1 1 l 2' - - -- - 11 E13 I 10 a - - - _ _ _ _-. - 12, ul .. - 27B ET - :. . 4 - ......8,1.5 6 - - - - - z _ 81 0 1 J 8 � 2 - ---- _- -- : -: 00 UPRR (EUPRR R/W - z- - - ��- .-------.. - - -- a' W CDW _I O C/L g ETW ETW '110 IMP° ETW ETW i ±11,5 11' 11� 11� �_ 11� 11� 11� 11� ±13 Aux I- RAMP/Aux ---------------- -�--------------- - - - - -- A --(1f; 11* _ L 1 x STAGE 1A CONSTRUCTION - - o TEMPORARY RESTRIPING Lu SECTION C -C a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY NO SCALE a L N 0 BORDER LAST REVISED 7/2/2010 USERNAME -)TY LIN-Riv DGN FILE => 846810md00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 QI Co �o 0 0 O p H r' O WWII STAGE 1A o TRAFFIC HANDLINGIo SCALE 1''=50' TH-4 PROJECT NUMBER & PHASE 0800000745 CONSTRUCTION NOTES: OACCESS TO GAS STATION SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION OF DRIVEWAY AND CITRUS Ave PAVEMENT, 02 TEMPORARY PEDESTRIAN PATH SHALL BE COMPLETED PRIOR TO CONSTRUCTION AT THE GAS STATION IN ORDER TO MAINTAIN ACCESS FOR PEDESTRIANS AT ALL TIMES, .A L (E) C/L CITRUS Ave (E) ETW WORK ETW ±13' ETW ETW +20' ZONE K -RAIL JAI - -'-'-- - -- -- - - -- STAGE 1A CONSTRUCTION CITRUS Ave SECTION D -D \ NO SCALE .,, UOUNTY ROUTE TOTAL PROJECT -4o-.' SHEETS 08 SBd 10 14,8/15,5 264 566 P— 03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEs��OOq� e JEFFREY y 06-28-11 KIM z PLANS APPROVAL DATE No. 663106 A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a�, of CAL IFOP�x. COPIES OF T1,1I5 PLAN SHEET, SANBAGTY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 1 r V D m v D LO = 25' Max SPACING o 38B T ARRAY r .....,.... .. ...Ave ..._.. .. _..... 6 W20-5 w .... 9 T i _ I I 4 I TS11 CITRUS CI O �_ -� _...... R /W 7 00 I ... --6---- 7.... 8 40 T 1 . ... 2 : ... X z m N...... ....... ., s ---� -- m .... ........ R /W If I ....... ....... (E) JPRR R/W W I Z Z R /W_ � - J � .A L (E) C/L CITRUS Ave (E) ETW WORK ETW ±13' ETW ETW +20' ZONE K -RAIL JAI - -'-'-- - -- -- - - -- STAGE 1A CONSTRUCTION CITRUS Ave SECTION D -D \ NO SCALE .,, UOUNTY ROUTE TOTAL PROJECT -4o-.' SHEETS 08 SBd 10 14,8/15,5 264 566 P— 03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEs��OOq� e JEFFREY y 06-28-11 KIM z PLANS APPROVAL DATE No. 663106 A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a�, of CAL IFOP�x. COPIES OF T1,1I5 PLAN SHEET, SANBAGTY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 1 1I - - .. 40+44 - D v T 9 T 29 D LO W16-1 BeI�� 25' Max SPACING 38B T ARRAY r .....,.... .. ...Ave ..._.. .. _..... 6 W20-5 II.: .... 9 T i _ I I 4 I TS11 CITRUS CI O �_ -� _...... R /W 7 --- ... --6---- 7.... 8 40 T 1 . ... 2 : ... .. ..... .........c . z -• r T _ I 3 4 45 6 7 \� ARRAY-TS1.7. D In ' - R Y T 38B • �► 1I 36+60 D K -R DELINEATOR i 25' Max SPACING —' 38B T ...... .... ... .... ....... I: 6 W20-5 II.: .... 9 T i II (A _ I 4 I --. _ - -: THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md00 r - � o ----------- • ;t 0 0 0 a a' STAGE 1A o TRAFFIC HANDLING w 0 SCALE 1''=50' TH -5 s o �o RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 IS IN INCHES I i I i I i I D �'CI -- 40+10 END K -RAIL —' Ln O �_ -� _...... R /W 7 --- ... O V N m s ---� -- m .... ........ R /W I ....... ....... (E) JPRR R/W W I ...... : I R /W_ - ---- ---, m ----- r - � o ----------- • ;t 0 0 0 a a' STAGE 1A o TRAFFIC HANDLING w 0 SCALE 1''=50' TH -5 s o �o RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 IS IN INCHES I i I i I i I x x M z (E) PEW Ease uo Ld + c/) - o WII-110 � 805 6 7 COUNTY 8 :.- 9 W11-1 08 SBd 10 - _ - 265 566 U c 03-24-11 REGISTERED CIVIL ENGINEER DATE pROFEss iaN4 M z (E) PEW Ease uo Ld + c/) - o WII-110 � 805 6 7 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md00 W RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 list COUNTY 8 :.- 9 W11-1 08 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md00 W RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15,5 265 566 U c 03-24-11 REGISTERED CIVIL ENGINEER DATE pROFEss iaN4 �o t e JEFFREY y KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CAZIFORM.4 OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL IFOP�\ COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 IRIVERSIDE, CA 92507 CONSTRUCTION NOTES: ACCESS TO GAS STATIONS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION OF DRIVEWAYS AND CITRUS Ave PAVEMENT. STAGE 1A TRAFFIC HANDLING SCALE 1''=50' T H - 6 PROJECT NUMBER & PHASE 0800000745 of -o ro ,o x x CONSTRUCTION NOTES: OMAINTAIN TEMPORARY MAINLINE STRIPING FROM STAGE 1A. iL U T L O r U X o J U 0 O ww ., l (E) R/W -_ .01) . . co - - - N � r I a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 846810md007.dgn (E) UPRR R/W RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 1 UNIT 2232 Dist 2OUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 266 566 S.I%w 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �oti� JEFFREY Fc KIM 06-28-11 C63106 No PLANS APPROVAL DATE A THE STATE OF CAL'FORN/A OR /TS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of cnLtF��� COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 QI 0 N N.. � o I in o 0 0 i1 0 0 � o a � I STAGE 1B oil TRAFFIC HANDLING 0, SCALE 1''=50' T H - 7 PROJECT NUMBER & PHASE 0800000745 x x COUNTY ROUTETOTAL PROJECT -4o_. SHEETS .CONSTRUCTION NOTES: oa sed 10 14,8/15,5 267 566 O MAINTAIN TEMPORARY MAINLINE STRIPING 03-24-11 REGISTERED CIVIL ENGINEER DATE pROFEss ia FROM STAGE 1A, N4 � C/L e JEFFREY y ETW ETW 0 IMP° ETW ETW ETW ETW KIM m 06-28-11 C63106 m WORK ZONE _ �_ 11' Ir 11' Ir 11' 11' 11' 11' 11' 11' WORK ZONE I 12' No. 1 r p• f PLANS APPROVAL DATE A (�I n THE STATE OF CALIFORNIA OR I75 OFFICERS ti Exp. %y F S - - �_ _ - - - - - - - - - - �- - - - - - _ - _. - - - - - - - - - - - - - - - - / \ F S �+ _ / \_ �HE ACCURACYR 46'fl/T5 AOR COMPI MOT LETENESS OF SC NNED sra�, C ] V I LoP�`P COPIES OF THJ5 PLAN SHEET, of CALIV K -RAIL K -RAIL K -RAIL STAGE 1B CONSTRUCTION SANBAG TY LIN INTERNATIONAL I-10 MAINLINE 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 SECTION A—A NO SCALE 1 � `N`Ni Q (E) R/W. (E) Ease _� � n T95 - 4 I10'' 795+60 - - END K -RAI n 3 S (E) R/W L L N 0 r ------ .- -7 0 -- - I7 0 794+42 Lj--..... - - - 8 - Beg K-RbTL .. 795 D w Ljj v7g - - - _.. - 3 q _.. _. _ 2"' - _ Ln C7 O o _ WB .. I-10 .. 0 I .. I,.. 1 g 1�L1 mP i90 - "T 10'.' _. _................ _- ...... - _ g-. 7.90 1 co 3 � 4 - - - - - 785 - - €B 1-10 78 ---- 6 - _.. R .3.6 BT 36 ARRAY TU14 ............ m -_.._ N — — — — BT 27B - 3 _ - - _ ----------- uo J R 7B- r � 36 ET & 25 BT A - - (E) R/W _ + # - - - - � - _ - - - - - _ H- --.- _ RZ o_ .---.-_-. - _- - -- --- - - - ---- - - m I � `N`Ni Q u L L N 0 r L U J X o U 0 +O �w a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY Ln a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md008.d9n RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I I I UNIT 2232 STAGE 1B TRAFFIC HANDLING SCALE 1''=50' TH-8 PROJECT NUMBER & PHASE 0800000745 of ro 0 x x .CONSTRUCTION NOTES: OMAINTAIN TEMPORARY MAINLINE STRIPING FROM STAGE 1A, OCONTRACTOR TO MODIFY TRAFFIC SIGNAL MATCH LINE, STA 56+25.00, SEE TH-12 L O SYSTEM TO ACCOMMODATE TEMPORARY — —�— r U X o J U 0 ROADWAY CONFIGURATION, TURNING �o a: �w MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS. _ THIS COULD INVOLVE INSTALLATION OF A 0,50'HMA (TYPE C) TEMPORARY SIGNAL DURING CONSTRUCTION° OVER 0,65' AB (CLASS 2) --' - - - - 03 CONSTRUCT TEMPORARY RAMP PAVEMENT ......... -_ 3 CONNECTION TO Exist CITRUS Ave, 04 CONSTRUCT TEMPORARY MAINLINE I-10 R/W PAVEMENT, 3 9 ` U cp W1 1 -1:80 N' W16-1.4 6 - ' Mrq V W11-1 1% W _.. - __CIE) W16-1 - (E) Ease :; .. � .-: ,,., .... - Na 8 N ARRAY TS11 9� � � - (boo•,- 2 C30A(CA) o o, DELINEATOR q0 •.,, �.-- m 25'Max SPACING .- - - - s ------ -�.:...__.- 1 C ACA) 30 " -- � °° "I10" 805+24 8 - BegK-RAILco 2 0"_798+:15 C12 END K RAIL_ -... 4 _ 6 � 2 3 Ld 1 (n W LLJ Cl2 ,. - 0 0,50'HMA TYPE C) O __ 4 OVER 0.,65. AB._(CLASS....2) N a .. 1 80.0 6 g ao V1 EB .I-1-0' W Z _. 1 2 J -..; OVER 0,65' AB (CLASS 2 O Q :. ~ 8 U Q T L O r U X o J U 0 �o �w �I_ UOUNTY ROUTE TOTAL PROJECT No, SHEETS 08 SBd 10 14,8/15,5 268 566 PE lO 03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEs��OOq� e JEFFREY y 06-28-11 c;KIM z PLANS APPROVAL DATE No. 663106 A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIFOP��. COPIES OF THIS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 - (E) R/W - 12 W �:� E) R/W T 9 T 27B T 38B ---' UPRR_ STAGE 1B MATCH LINE, 47+50°00, SEE TH-11 a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY Ln a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md009.d9n RELATIVE BORDER SCALE IS IN INCHES 2 1 3 J UNIT 2232 TRAFFIC HANDLING SCALE 1''=50' TH-9 PROJECT NUMBER & PHASE 0800000745 0O 0 ro o X X a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md010.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 w 0 SCALE 1''=50' T H -10 PROJECT NUMBER & PHASE 0800000745 Lu In O 'O LuC/L ETW ETW "I10 IMP° ETW ETW o 0 i WORK ZONE ±11,5 11 11� 1111� �_ 11, 11, 11' 11,±13� f WORK ZONE Aux RAMP/Aux Iy FS� II — -- — --- -- - - - - -- BOG -- ----- --- a _ K -RAID K -RAIL FS X o X STAGE 1B CONSTRUCTION STAGE 1 B o f o SECTION B -B TRAFFIC HANDLING w ., NO SCALE 0' a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md010.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 w 0 SCALE 1''=50' T H -10 PROJECT NUMBER & PHASE 0800000745 x (E) C/L (E) CITRUS Ave (E) ETW , E ETW E ETI 4 +13' ±17' WORK ZONE TEMPORARY T i PEDESTRIAN � 1 ��� FS PATH K -RAIL K -RAIL STAGE 1B CONSTRUCTION CITRUS Ave \ SECTION C -C NO SCALE Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10I 14,8/15,5 270 566 PE 03-24-11 REGISTERED CIVIL ENGINEER DATE oeR�CEs��ONq� e JEFFREY y 06-28-11 KIM z No. C63106 A PLANS APPROVAL DATE THE STATE OF CAL'FORN/A OR /TS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESRONS/BLE FOR Sp CIVIL p THE ACCURACY OR COMPLETENESS OF SCANNED '9)F of CAL iFOP�x COPIES OF THIS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 F] -- ---- --- - --- .CONSTRUCTION NOTES: OMAINTAIN TEMPORARY CITRUS Ave STRIPING 6 7..........- -------- ---- P:: 8 FROM STAGE 1A, x OREMOVE ALL SIGNS, STRIPING AND MARKINGS 2 THAT ARE IN CONFLICT WITH THIS PLAN. Z OMAINTAIN PAVED PEDESTRIAN PATH - THROUGH WORK ZONE. SHIFT LOCATION AS R9-11 NECESSARY TO FACILITATE CONSTRUCTION. r m 0 w w V v " i a x (E) C/L (E) CITRUS Ave (E) ETW , E ETW E ETI 4 +13' ±17' WORK ZONE TEMPORARY T i PEDESTRIAN � 1 ��� FS PATH K -RAIL K -RAIL STAGE 1B CONSTRUCTION CITRUS Ave \ SECTION C -C NO SCALE Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10I 14,8/15,5 270 566 PE 03-24-11 REGISTERED CIVIL ENGINEER DATE oeR�CEs��ONq� e JEFFREY y 06-28-11 KIM z No. C63106 A PLANS APPROVAL DATE THE STATE OF CAL'FORN/A OR /TS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESRONS/BLE FOR Sp CIVIL p THE ACCURACY OR COMPLETENESS OF SCANNED '9)F of CAL iFOP�x COPIES OF THIS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 F] I rl - F -- --- I ....... - L L x OI Q o �o �w a � � THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md011 . dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 STAGE 1B lob TRAFFIC HANDLING 0, SCALE 1''=50' T H -11 o' PROJECT NUMBER & PHASE 0800000745 -- ---- --- - --- ......... _ . 6 7..........- -------- ---- P:: 8 2 Z - R9-11 �� d - 4 DELINEATOR - 25 05x. SPAC-ING -Delj If 7T- + O O I m _., m C (E) UPRR R/W (D N O --..- I m I -- (D R/W - ------ - _-...... ------ N I rl - F -- --- I ....... - L L x OI Q o �o �w a � � THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md011 . dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 STAGE 1B lob TRAFFIC HANDLING 0, SCALE 1''=50' T H -11 o' PROJECT NUMBER & PHASE 0800000745 x x (E) C/L (E) CITRUS Ave TEMPORARY ETW+ ETW +12' 2' 12' 1 12' PEDESTRIAN � � h �I PATH K -RAIL �OG STAGE 1 B CONSTRUCTION CITRUS Ave SECTION D -D NO SCALE U � T L v O s U X o J U 0 +O ww °, l- (E) ETW I WORK ZONE -FS m W11-1 C I 61 t39 'ENS K- RAIL a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md012.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I I I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14.8/15.5 2711 566 V� .P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �ati� e JEFFREY Fy 06-28-11 KIM z PLANS APPROVAL DATE No. 663106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9jF OF CAL1���� COPIES OF THJS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CONSTRUCTION NOTES: ON CITRUS Ave AND VALLEY Blvd, REMOVE ALL SIGNS, STRIPING AND MARKINGS THAT ARE IN CONFLICT WITH THIS PLAN. 02 MAINTAIN PAVED PEDESTRIAN PATH THROUGH WORK ZONE. SHIFT LOCATION AS NECESSARY TO FACILITATE CONSTRUCTION. STAGE 1B TRAFFIC HANDLING SCALE 1''=50' T H -12 PROJECT NUMBER & PHASE 0800000745 o00f ro ,o CONSTRUCTION NOTES: 0 MAINTAIN TEMPORARY MAINLINE STRIPING FROM STAGE 1A. x 02 REMOVE ALL SIGNS, STRIPING AND MARKINGS THAT ARE IN CONFLICT WITH THIS PLAN. x I pC0 m W m H a� n J z LLJ B2 Y J In W Q W = UD U JL THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 846810md01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 list 20UNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 272 566 V.I-v- 03-24-11 �ati� REGISTERED CIVIL ENGINEER DATE oPA�FEss JEFFREY Fc KIM 06-28-11 C63106 PLANS APPROVAL DATE No. A THE STATE OF CALIFORNIA OR ITS OFFICERS xp. Exp.- CIVIL OR OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY 09 COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. sr c a� of CAL SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 � o a � I STAGE 2 o TRAFFIC HANDLING 0' SCALE 1''=50' T H -13 O PROJECT NUMBER & PHASE 0800000745 x x .CONSTRUCTION NOTES: OMAINTAIN TEMPORARY MAINLINE STRIPING FROM STAGE 1A, OREMOVE ALL SIGNS, STRIPING AND MARKINGS THAT ARE IN CONFLICT WITH THIS PLAN OSEE STANDARD PLAN T14 FOR TRAFFIC CONTROL SYSTEM FOR RAMP CLOSURE DURING THE I-10 PAVEMENT CONSTRUCTION, 2 _,_ UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15,5 273 566 U c 03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEs��ONq� e JEFFREY y KIM 06-28-11 C63106 m PLANS APPROVAL DATE NO' A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp.- OR xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a1 of CAL IFOP�x. COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 L L U J x o C-) 0 +o UJ --:X a � � THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md014.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 a � I STAGE 2 o TRAFFIC HANDLING 0I SCALE 1''=50' T H -14 o PROJECT NUMBER & PHASE 0800000745 0 - -- ---- CD _ CD_ Ease (E) R/W k w�E) _� -- " 3wl CI Lf)+ jr- - - . 5 ET 27B D } om , _ 3 BT 27B n _ amw(E)R/W o x 2:;..3 T 36A C30A(CA) -_ W21 5b 2 = W21 5 1 - � 5.. m M _ l90 i - - �- = g - - W - w W .. 1..2 - - 3 m- 3 12' DT12.7B .._...__...- - _ - - - _ .... - - - - - - _.., .........._ _ - - - } � J v w O 11 - _. ..- ...- .. - WB I..-10 - - .._- - ..- _- ..- - 11 - - ._- _.., i....... T.., _.... ... _ - - T1�._ - - - L, 11 ..., B.T 13 - ................. .._........ 9 i�110 I flip 790 _ 0 0 11 _..... 8......_... .. - 2 -.. - -.... - - q _. - - O O U a BT 25 I10�. 9 1 2.... - - _ z > + 785 6 7 g__....._. -. - r - _- Q aoF B T 5 A - -. - _ - - - 1 1 -.. _ m r 7 - - ... - - - ... _-- BT 1 3 -- ...EB -... -- - Q z 27 U 2 m Z ----_ - - _ _—• _ 27B T 37 1500' 1000.". .- - _ �.� x Q - R/W --- - - U + -- UPR.-, - _. O a a xzm -. .. -- ..._ - - _.-_ - - c� -W --- _ - -.. . . .. .... __. _.-.-. .-__.. _. _. .-. E Q _._. - z O-- -. ------ .—_ o C E) U P R R R /W,<: co Q J o 0 Q U o0 L N 0 O p L L U J x o C-) 0 +o UJ --:X a � � THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md014.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 a � I STAGE 2 o TRAFFIC HANDLING 0I SCALE 1''=50' T H -14 o PROJECT NUMBER & PHASE 0800000745 .CONSTRUCTION NOTES: OMAINTAIN TEMPORARY MAINLINE STRIPING THROUGH STAGE 4, X OREMOVE ALL SIGNS, STRIPING AND MARKINGS THAT ARE IN CONFLICT WITH THIS PLAN — -�— OCONSTRUCT CITRUS Ave PAVEMENT DURING TEMPORARY RAMP CLOSURE FOR I-10 PAVEMENT CONSTRUCTION, SEE STANDARD PLAN T14 FOR TRAFFIC CONTROL SYSTEM FOR RAMP CLOSURE, x iL O4 CONTRACTOR TO MODIFY TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS MATCH LINE, STA 56+25.00, SEE TH-18 R3-2 4 9 T 8!Eg R6-1 'CI1" 801+28 T 22 1 38B Beg K -RAIL --- ARRAY TSI 1 6 4', W v 12" w o��rrarr�. R6-11?I 6 7g T 1 3 T_ . 5 T. fl 25 Max SPACING nT - .. .-.. 6 — — — 7— - 12 W 11 R61-19(CA)� 'CI1'801+28 END K -RAIL DELINEATOR 25' Max SPACIN W11-1 W16-1 .��. UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15,5 274 566 P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEs��OHq� e JEFFREY y 06-28-11 KIM z PLANS APPROVAL DATE No. 663106 A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL %a THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CALIVO\Ll� COPIES OF T111I5 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 T 12 13 R61-19(CA) �R/W \ /�x P P� THIS COULD INVOLVE INSTALLATION OF A 12" W TEMPORARY SIGNAL DURING CONSTRUCTION. L Lr 9 05 SEE STANDARD PLAN T10A FOR TRAFFIC T 22 X o J U CONTROL SYSTEM FOR FULL CLOSURE DURING 0 R3-1'7 DURING TEMPORARY RAMP CLOSURE FOR FALSEWORK ERECTION AND REMOVAL, �o I-10 PAVEMENT CONSTRUCTION. SEE �w STANDARD PLAN T14 FOR TRAFFIC W16-1.14 3 2 'j N.�� 07 FINAL STRIPING AND PAVEMENT - 4 I10 Im 804+18 (E) R/W w MARKINGS PER PAVEMENT DELINEATION 2 DELINEATOR = - w PLANS AND FINAL SIGNAGE PER SIGN - --- 1 - In a PLANS U V „ - (E) Ease (E) R/W N .. _ Q 00 �- 1.2 _... F- - ....... . -... .1 1 ..... - - - ..._ _ - _ .... In 1- g- Lij 11 8 Ln5 I10 Imp'' 800+40 0 6'i3 0 Imp" 798+75 Beg K-RAIL� "� u "LIZ 1 DEL=INEATOR Beg K -RAIL 800 .". . 50` Max,:SPACING 8 -..... _. - - 1 6 �, -. • - •- -Z 1 2 - - - - - _ -T U �B_I -- - Q 9 800 ' 110" 7 DELI- EAF6R 7g T 1 3 T_ . 5 T. fl 25 Max SPACING nT - .. .-.. 6 — — — 7— - 12 W 11 R61-19(CA)� 'CI1'801+28 END K -RAIL DELINEATOR 25' Max SPACIN W11-1 W16-1 .��. UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15,5 274 566 P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEs��OHq� e JEFFREY y 06-28-11 KIM z PLANS APPROVAL DATE No. 663106 A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL %a THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CALIVO\Ll� COPIES OF T111I5 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 T 12 13 R61-19(CA) �R/W \ /�x P P� L Lr 9 U X o J U CONSTRUCT WB EXIT RAMP PAVEMENT 0 DURING TEMPORARY RAMP CLOSURE FOR �o I-10 PAVEMENT CONSTRUCTION. SEE �w STANDARD PLAN T14 FOR TRAFFIC 7g T 1 3 T_ . 5 T. fl 25 Max SPACING nT - .. .-.. 6 — — — 7— - 12 W 11 R61-19(CA)� 'CI1'801+28 END K -RAIL DELINEATOR 25' Max SPACIN W11-1 W16-1 .��. UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15,5 274 566 P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEs��OHq� e JEFFREY y 06-28-11 KIM z PLANS APPROVAL DATE No. 663106 A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALI NOT BE RESPONSIBLE FOR sr CIVIL %a THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CALIVO\Ll� COPIES OF T111I5 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 T 12 13 R61-19(CA) �R/W \ /�x P P� T -O- - T27B 12 - T38B =` DELINEATOR R/W I 4 w r 25' Ma_X_. 5PAe1NG UPRR_ E) 3 --- MATCH LINE, STA 47+50°00, SEE TH-17 a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY Ln a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 84681 Omd015.dgn RELATIVE BORDER SCALE IS IN INCHES z 1 3 J UNIT 2232 (E) R/W STAGE 2 TRAFFIC HANDLING SCALE 1''=50' T H -15 PROJECT NUMBER & PHASE 0800000745 0O 0 ro o 9 CONSTRUCT WB EXIT RAMP PAVEMENT DURING TEMPORARY RAMP CLOSURE FOR I-10 PAVEMENT CONSTRUCTION. SEE Qo STANDARD PLAN T14 FOR TRAFFIC CONTROL SYSTEM FOR RAMP CLOSURE. 3 2 F- 07 FINAL STRIPING AND PAVEMENT - 4 I10 Im 804+18 --.._ w MARKINGS PER PAVEMENT DELINEATION 3 END K -RAIL 27B T 1 3 T 5 T DELINEATOR = - w PLANS AND FINAL SIGNAGE PER SIGN - --- 5.0.'-Max._SPACING - In a PLANS .. _ , ... 00 1.2 _... ....... . -... .1 1 ..... - - - ..._ _ - _ .... In T -O- - T27B 12 - T38B =` DELINEATOR R/W I 4 w r 25' Ma_X_. 5PAe1NG UPRR_ E) 3 --- MATCH LINE, STA 47+50°00, SEE TH-17 a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY Ln a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 84681 Omd015.dgn RELATIVE BORDER SCALE IS IN INCHES z 1 3 J UNIT 2232 (E) R/W STAGE 2 TRAFFIC HANDLING SCALE 1''=50' T H -15 PROJECT NUMBER & PHASE 0800000745 0O 0 ro o Q O-' O MAINTAIN TEMPORARY MAINLINE STRIPING 40 CONSTRUCT PAVEMENT DURING FULL FREEWAY Q Lu o THROUGH STAGE 4. CLOSURE FOR FALSEWORK ERECTION AND o o 0 REMOVAL. SEE STANDARD PLAN TI CA FOR 02 REMOVE ALL SIGNS, STRIPING AND MARKINGS TRAFFIC CONTROL SYSTEM FOR FULL CLOSURE. ` o 0 ® THAT ARE IN CONFLICT WITH THIS PLAN L 05 FINAL STRIPING AND PAVEMENT MARKINGS of OPER PAVEMENT DELINEATION PLANS AND SEE STANDARD PLAN T14 FOR TRAFFIC a Xo o CONTROL SYSTEM FOR RAMP CLOSURE DURING FINAL SIGNAGE PER SIGN PLANS, STAGE 2 THE I-10 PAVEMENT CONSTRUCTION. 0 �o �w a � � THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md016.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 TRAFFIC HANDLING 0, SCALE 1''=50' T H -16 o 0 PROJECT NUMBER & PHASE 0800000745 x .CONSTRUCTION NOTES: OCONSTRUCT CITRUS Ave PAVEMENT DURING TEMPORARY CLOSURE WHEN RAMPS ARE TEMPORARILY CLOSED FOR I-10 PAVEMENT CONSTRUCTION, SEE STANDARD PLAN T14 FOR TRAFFIC CONTROL SYSTEM FOR RAMP CLOSURE AND DE -7 FOR TRAFFIC CONTROL FOR CITRUS Ave CLOSURE. 02 ACCESS TO GAS STATION AND RESIDENCES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION OF CITRUS Ave PAVEMENT, 3 REPLACE TRAFFIC STRIPE AND MARKINGS AFTER CITRUS Ave PAVEMENT CONSTRUCTION, OMAINTAIN PAVED PEDESTRIAN PATH THROUGH WORK ZONE. SHIFT LOCATION AS NECESSARY TO FACILITATE CONSTRUCTION. Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15,5 276 566 S Iaw 03-24-11 REGISTERED CIVIL ENGINEER DATE o FP�FEss jah4( JEFFREY KIM m 06-28-11 No C63106 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR /TS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL 1�P THE ACCURACY OR COMPLETENESS OF SCANNEO qTF OF CAFo�� COPIES OF T11I5 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N a BORDER LAST REVISED 7/2/2010 USERNAME =7TY LIN-Riv DGN FILE =2 846810md017.dgn m W I 1 N O -- 00 II II OF O a d I STAGE 2 0l RELATIVE BORDER SCALE 0 2 3 IS IN INCHES I I UNIT 2232 TRAFFIC HANDLINGo Nom' SCALE 1''=50' "_ TH-17 Qo, O PROJECT NUMBER & PHASE 0800000745 W Q� U.� J In Q UD m Y m o U W W = U x 0 rr W d ....... 6 I z z _ 0 z 0 U Z a z } z z a CD R9-1119 a C J m 1 a 47+22' O U E 0 END K -RAIL �o h DELINEATOR @. CI 9+01 21 R9-9 o� o i- 25 :Max SPACING Ln a W'11-1 20 0 DELINEATOR @ 0 i W}6 1 o L C Z W '_,�------u� Q � O U Q m O � W D O L I T - R/W L N 0 U m x o J U a o _l`\YNi �o �W a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N a BORDER LAST REVISED 7/2/2010 USERNAME =7TY LIN-Riv DGN FILE =2 846810md017.dgn m W I 1 N O -- 00 II II OF O a d I STAGE 2 0l RELATIVE BORDER SCALE 0 2 3 IS IN INCHES I I UNIT 2232 TRAFFIC HANDLINGo Nom' SCALE 1''=50' "_ TH-17 Qo, O PROJECT NUMBER & PHASE 0800000745 CI ....... ....... ....... 6 I _ r - -...4.5 ._ .. Z -- R9-1119 1 CITRUS Ave 4 7.... 6 I CIS 1 47+22' D END K -RAIL h DELINEATOR @. CI 9+01 21 R9-9 i- 25 :Max SPACING --Be z K RAIL_-_ W'11-1 20 DELINEATOR @ p W}6 1 '_,�------u� 25' Max SPACING O � � O - R/W m '• 2 j J (E) UPRR R/W � N - O - < m I - __ ----- _-- --• -- R/W ............ ----- --- - --- _ - -......._. .' � O - cn r I rl a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N a BORDER LAST REVISED 7/2/2010 USERNAME =7TY LIN-Riv DGN FILE =2 846810md017.dgn m W I 1 N O -- 00 II II OF O a d I STAGE 2 0l RELATIVE BORDER SCALE 0 2 3 IS IN INCHES I I UNIT 2232 TRAFFIC HANDLINGo Nom' SCALE 1''=50' "_ TH-17 Qo, O PROJECT NUMBER & PHASE 0800000745 x UNIT 2232 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15.5 277 1 566 V� co m w w m w U w � ¢ �oti� REGISTERED CIVIL ENGINEER DATE oPA�FEss e JEFFREY Fy KIM 06-28-11 C63106 m PLANS APPROVAL DATE No A - _ - OR OR AGENTS SHALL NOT BE RESRONS/BLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THJS PLAN SHEET, sr v a� of CAL �. w 1.m ............._. x _ (E) R/W ~ (E) Ease 2 3' - AR RAY R/W -- o } C0 w } m W W 4 TS11 J z LLJWIT Cl''61+39 �+ - __- - --._ W11-1 c�->" Y -- --- - --- - CITRUS Ave W 1.6._ 1 _ N1] K RAIL __ --- - - - ---- 805 6 7 - - x- LI) - - - _ 1 2 3 4 .-...-.. - Ir LL a 7 CI59+19 - -- - - - -- END K -RAIL __::_-. - :-:. s z z w :; -9 .... _ DELINEATOR G = - Z R9 -. 25' Max SPAGIIVGi z } a U R/W W11-1 23 26 R9 11-! z I— W16-1 ac _� - --- -- '- _ O U " Q o - - D'' , X m x st E Q Q', O lL � O Z W od' ............ ...... .. U Q...... L Z N s U L X o J U 0 �o ww a � THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY 0 N � BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 0 2 3 DGN FILE =2 846810md018.dgn IS IN INCHES I i I I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15.5 277 1 566 V� 03-24-11 .P- �oti� REGISTERED CIVIL ENGINEER DATE oPA�FEss e JEFFREY Fy KIM 06-28-11 C63106 m PLANS APPROVAL DATE No A THE STATE OF CAL'FORN/A OR /TS OFFICERS xp. Exp.- CIVIL OR OR AGENTS SHALL NOT BE RESRONS/BLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THJS PLAN SHEET, sr v a� of CAL SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CONSTRUCTION NOTES: CONSTRUCT CITRUS Ave PAVEMENT DURING TEMPORARY CLOSURE WHEN RAMPS ARE TEMPORARILY CLOSED FOR I-10 PAVEMENT CONSTRUCTION. SEE STANDARD PLAN T14 FOR TRAFFIC CONTROL SYSTEM FOR RAMP CLOSURE AND DE -7 FOR TRAFFIC CONTROL FOR CITRUS Ave CLOSURE. 02 ACCESS TO GAS STATION SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION OF CITRUS Ave PAVEMENT. OREPLACE TRAFFIC STRIPE AND MARKINGS AFTER CITRUS Ave PAVEMENT CONSTRUCTION. OMAINTAIN PAVED PEDESTRIAN PATH THROUGH WORK ZONE. SHIFT LOCATION AS NECESSARY TO FACILITATE CONSTRUCTION. STAGE 2 TRAFFIC HANDLING SCALE 1''=50' T H -18 PROJECT NUMBER & PHASE 0800000745 o00f ro l oO x N � N Y 0 1 2 } W Z � Z W > W Q J C) Q .A L Q .CONSTRUCTION NOTES: T MAINTAIN TEMPORARY MAINLINE STRIPING FROM L O STAGE 2. x OREMOVE ALL SIGNS, STRIPING AND MARKINGS J U THAT ARE IN CONFLICT WITH THIS PLAN OFINAL STRIPING AND PAVEMENT MARKINGS PER PAVEMENT DELINEATION PLANS AND O FINAL SIGNAGE PER SIGN PLANS. >- m o w � > w m w U > w m w � a c x N � N Y 0 1 2 } W Z � Z W > W Q J C) Q .A L �(E) R/W r a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 846810md019.dgn `(E) UPRR R/W RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 1 UNIT 2232 .��. UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 278 566 V .P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �oti� JEFFREY Fc 06-28-11 KIM PLANS APPROVAL DATE No. 663106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL COPIES OF THI5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 0 0 q0 STAGE 3 Iol TRAFFIC HANDLING 0, SCALE 1''=50' T H -19 o O PROJECT NUMBER & PHASE 0800000745 Q T L O r U L X o J U 0 O ww ., l �(E) R/W r a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 846810md019.dgn `(E) UPRR R/W RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 1 UNIT 2232 .��. UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 278 566 V .P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �oti� JEFFREY Fc 06-28-11 KIM PLANS APPROVAL DATE No. 663106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL COPIES OF THI5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 0 0 q0 STAGE 3 Iol TRAFFIC HANDLING 0, SCALE 1''=50' T H -19 o O PROJECT NUMBER & PHASE 0800000745 .CONSTRUCTION NOTES: MAINTAIN TEMPORARY MAINLINE STRIPING FROM STAGE 2. x OMAINTAIN TEMPORARY RAMP STRIPING FROM STAGE 2. REMO O THAT AREINCONFLICTIS P VLSRWITH THIPING IND S HA x I pC0 m W m H a� n J z LLJ B2 Y J In W Q W = UD U JL OCONSTRUCT PORTIONS OF WB LOOP ENTRANCE RAMP DURING FREEWAY CLOSURE FOR REMOVAL OF EXISTING BRIDGE AND FALSEWORK ERECTION. SEE STANDARD PLAN T10A FOR TRAFFIC CONTROL SYSTEM FOR FULL CLOSURE. OFINAL STRIPING AND PAVEMENT MARKINGS PER PAVEMENT DELINEATION PLANS AND FINAL SIGNAGE PER SIGN PLANS. .��. UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 279 566 V.I-v- 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �oti� JEFFREY Fc 06-28-11 KIM PLANS APPROVAL DATE No. 663106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCURACY 09 COMPLETENESS OF SCANNED a� of CAL COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 846810md02 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 STAGE 3 TRAFFIC HANDLING SCALE 1''=50' T H - 20 PROJECT NUMBER & PHASE 0800000745 0 0 0 ro lo X X .CONSTRUCTION NOTES: OMAINTAIN TEMPORARY MAINLINE STRIPING FROM STAGE 2. 02 REMOVE ALL STRIPING AND MARKINGS THAT MATCH LINE, STA 56+25.009 SEE TH-24 ARE IN CONFLICT WITH THIS PLANT T 7B OCONSTRUCT TEMPORARY WB ENTRANCE RAMP T 38 AND STRIPING DURING TEMPORARY RAMP12' W f CLOSURE. 1 - 27B T DELINEATOR @ 25 Max SPACING FINAL STRIPING AND PAVEMENT MARKINGS M3-418 19'. _ \ G27-2(CA) UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10I 14,8/15,5 280 566 PE 03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEs��OHq� e JEFFREY y 06-28-11 KIM z PLANS APPROVAL DATE No. 663106 A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a1 of CAL IFOP�x. COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 �w a --:X� THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md021.dgn RELATIVE BORDER SCALE IS IN INCHES 2 1 3 J UNIT 2232 TRAFFIC HANDLING X01 SCALE 1''=50' T H - 21 o �o PROJECT NUMBER & PHASE 0800000745 n - 'ARRAY TS1 T �C15 " uj o Q - C �.4 a.ao 4 805.. 7 � o .. i .. 7 ... .... 6 ..._ ._. env -- C3D�.ICA}�-27BT - - '- - --- -.. - T -- T 38B T (E) R/W o 0 L Z ._ 38B T - - o o L I - CI4� 797+94 - UPRR a U X,._ J -Bgg f RAI -L (E) Riw:::- 29 T -. - - . -.. - - --�- a STAGE 3 ~ , MATCH LINE STA , 47+50.00, SEE TH-23 �o �w a --:X� THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md021.dgn RELATIVE BORDER SCALE IS IN INCHES 2 1 3 J UNIT 2232 TRAFFIC HANDLING X01 SCALE 1''=50' T H - 21 o �o PROJECT NUMBER & PHASE 0800000745 x x rist C( --i I ROUTE TOTAL PROJECT No, SHEETS 08 SBd 10 14,8/15,5 281 566 P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEs��ONq� e JEFFREY y KIM 06-28-11 C63106 m PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp.- OR xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED 41, OF CALIFOP��. COPIES OF T111I5 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CONSTRUCTION NOTES: O MAINTAIN TEMPORARY MAINLINE AND RAMP g STRIPING FROM STAGE 2. a 02 REMOVE ALL SIGNS, STRIPING AND MARKINGS L z THAT ARE IN CONFLICT WITH THIS PLAN L <3>FINAL STRIPING AND PAVEMENT MARKINGS xo � PER PAVEMENT DELINEATION PLANS AND FINAL SIGNAGE PER SIGN PLANS, +o rv� �w a � � THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md022.dgn w a' p a so 0 0 0 n n 00 � o ww� STAGE 3 0 TRAFFIC HANDLING�0, SCALE 1''=50' TH-22 o RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 IS IN INCHES I i I i I - - 45- 6 "W�" 7 8 - _ - 50 2 - - - 3..: 4 - 4 -' .- ... .............................. _ - - - - N -.- -- ---.. - - - - - - -. - F- - -. - - - i,-� d- .: _ -- ---- ---------- --- - - - 2 ti .. 3 .. .._.. -- ---. - -- W 4 81 5 __ - . N C3OA(CA) 21 ... ...1-10- WB.... .- W21 5b' 22.... W21-523 WB I-10 ..... - ...... .... .. ..... O8 -'-' n _L'-. I10 Im p 9 81 0 .._. .. _ .... 2 3 4 .... .. 81 5 . ........... ........ ........ . 6 . . 1 ' (V 9 I10" 820 .... ....... 4 81 5 6 ........... .............. 7................ _... .. .....8 . ...... - 00 ..... ..... ..... s ... _ n I10 g ..... .. .810. ... 1..... EB I-10 ..._ 2 ..... ... ........... . .... ..._...... .... .. ..... ... .... .... ._ _._ ---- EB I 10 a ..... _ - _. _. _.. .. r . ..n . . -. _ "::• z • 8 .... g 810 -. ..„ rt... . :ri „„ rCI5” ,r - - (E) R/W a - - ---- - -- 5 0' 000' 1.500' .-- _ . - - -. - - - E UPRR R/W - - -- - ,. UPR ---- - r 12 ----- ------ ___ �1I Q a CONSTRUCTION NOTES: O MAINTAIN TEMPORARY MAINLINE AND RAMP g STRIPING FROM STAGE 2. a 02 REMOVE ALL SIGNS, STRIPING AND MARKINGS L z THAT ARE IN CONFLICT WITH THIS PLAN L <3>FINAL STRIPING AND PAVEMENT MARKINGS xo � PER PAVEMENT DELINEATION PLANS AND FINAL SIGNAGE PER SIGN PLANS, +o rv� �w a � � THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md022.dgn w a' p a so 0 0 0 n n 00 � o ww� STAGE 3 0 TRAFFIC HANDLING�0, SCALE 1''=50' TH-22 o RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 IS IN INCHES I i I i I .CONSTRUCTION NOTES: OREMOVE ALL SIGNS, STRIPING AND MARKINGS THAT ARE IN CONFLICT WITH THIS PLAN. x 02 ACCESS TO GAS STATION SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION OF DRIVEWAY AND CITRUS Ave PAVEMENT, x Dist COUNTY ROUTETOTAL PROJECT J No. SHEETS 08 SBd 0 14,8/15,5 282 566 ETW U �� I% 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFEss �ati4( e JEFFREY Fy KIM 06-28-11 z No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR ACENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL p THE ACCURACY OR COMPZETEA1ESS OF SCANNED q�F of cnL1FOP�� COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Temp C/L ETW CITRUS Ave WORK ZONE ±1f16' FS 12' ±16' L Lr OG ��� -�:K-RAIL U STAGE 3 CONSTRUCTION - X 0 CITRUS AVE SECTION A -A 0 NO SCALE Dist COUNTY ROUTETOTAL PROJECT J No. SHEETS 08 SBd 0 14,8/15,5 282 566 ETW U �� I% 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFEss �ati4( e JEFFREY Fy KIM 06-28-11 z No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR ACENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL p THE ACCURACY OR COMPZETEA1ESS OF SCANNED q�F of cnL1FOP�� COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY Ln 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 84681 Omd023.dgn CITRUS Ave -- ---- --- -------- ----------- --- - - W1 1 1 24 T 27B y 9 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 - - I00 N. � In o� � w I • J J a D G STAGE 3 0l TRAFFIC HANDLING 0, SCALE 1 "=50' T H - 23 - o O UNIT 2232 PROJECT NUMBER & PHASE 0800000745 L Lr U X 0 J U 0 +O �w ., I - a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY Ln 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 84681 Omd023.dgn CITRUS Ave -- ---- --- -------- ----------- --- - - W1 1 1 24 T 27B y 9 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 1 - - I00 N. � In o� � w I • J J a D G STAGE 3 0l TRAFFIC HANDLING 0, SCALE 1 "=50' T H - 23 - o O UNIT 2232 PROJECT NUMBER & PHASE 0800000745 CONSTRUCTION NOTES: ON CITRUS Ave AND VALLEY Blvd, REMOVE ALL SIGNS, STRIPING AND MARKINGS THAT ARE IN x CONFLICT WITH THIS PLAN, < 2� CONTRACTOR TO MODIFY TRAFFIC SIGNAL SYSTEM TO ACCOMMODATE TEMPORARY ROADWAY CONFIGURATION, TURNING MOVEMENTS AND SIGNAL HEAD ADJUSTMENTS, THIS COULD INVOLVE INSTALLATION OF A TEMPORARY SIGNAL DURING CONSTRUCTION. x WORK ZONE 12' 12' 12' 1 1 f i CHANNELIZER - OR K -RAIL I FS -� STAGE 3 CONSTRUCTION CITRUS Ave SECTION A -A NO SCALE L z LL L s� U x o J 0 C-) �o wLL, ., F l IDELINEATOR: 0), N 25" Max SPACING 25111-4 A - G27-2(CA) Ease - - 1- Ld - •-- -- -- ---- - --- -- -- ----- --- •- - --- - -------- - ---- - ---- - - - -- .. W71-1 T27B % T 22 - 0 7777�: N 805 7 W1F-126. THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md024.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 -JGIY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15.5 283 566 V� .P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �ati� e JEFFREY Fy KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. jy OR 4CENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED 4"j' of CAL COPIES OF THJS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 STAGE 3 obi TRAFFIC HANDLING�0I o' SCALE 1''=50' T H - 24 o o PROJECT NUMBER & PHASE 0800000745 x x r m 0 w w m N 0 O C� Z Z } J } C0 W H p QCDW J z U. J In Q W U n .CONSTRUCTION NOTES: MAINTAIN TEMPORARY MAINLINE STRIPING FROM STAGE 2. .��. UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 284 566 V 03-24-11 .P- �ati� REGISTERED CIVIL ENGINEER DATE oPA�FEss JEFFREY Fc KIM 06-28-11 C63106 PLANS APPROVAL DATE No A THE STATE OF CALIFORM.4 OR /TS OFFICERS xp. Exp.- CIVIL OR OR AGENTS SHALL NOT BE RESRONS/BLE FOR. THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THJS PLAN SHEET, 5> c OF op CAL SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 JL THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE _> 846810md02 .CONSTRUCTION NOTES: OMAINTAIN TEMPORARY MAINLINE STRIPING FROM STAGE 2. x 02 FINAL STRIPING AND PAVEMENT MARKINGS PER PAVEMENT DELINEATION PLANS AND FINAL SIGNAGE PER SIGN PLANS. X .A L CSL "110 IMP" ETW ETW ETW ETW 12' 11 11' 11' L WORK ZONE 12' 11' 11' 12' FS _ K -RAIL K -RAIL STAGE 4 CONSTRUCTION I-10 MAINLINE MEDIAN SECTION A -A NO SCALE )ist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 285 566 P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEss�°N� e JEFFREY y 06-28-11 KIM z PLANS APPROVAL DATE Na. C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED a� of cnL1FOP��. COPIES OF T1,115 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md02 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 STAGE 4 TRAFFIC HANDLING SCALE 1''=50' T H - 26 PROJECT NUMBER & PHASE 0800000745 o00f ro lo .CONSTRUCTION NOTES: OMAINTAIN TEMPORARY MAINLINE STRIPING FROM STAGE 2. x FINAL STRIPING DPAVEMENT S PAVEMENT DELINEATIONPLANS AND PER X MATCH LINE, STA 56+25.00, SEE TH-30 Ui,i UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15,5 286 566 PE O 03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEs��OHq� e JEFFREY y 06-28-11 KIM z 663106 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp.%y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCUFACY OR COMPLETENESS OF SCANNED 1FOF CALfr�P�x. COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 I i FINAL SIGNAGE PER SIGN PLANS. 3 SEE TH-26 FOR TYPICAL CROSS 805.... CI5 6 SECTION FOR THIS STAGE. 4 R6-1 \ 04 CONSTRUCT REMAINING PORTION OF WB ENTRANCE RAMP DURING _ 2__ .. 3 �--- ---,-- -- ....... - - -- - TEMPORARY RAMP CLOSURE. SEE STd _ - PLAN T14 FOR TRAFFIC CONTROL SYSTEM FOR RAMP CLOSURE. 00 n Ui,i UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15,5 286 566 PE O 03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEs��OHq� e JEFFREY y 06-28-11 KIM z 663106 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp.%y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCUFACY OR COMPLETENESS OF SCANNED 1FOF CALfr�P�x. COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 �w a --:X� THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME ->TY uN-Riv DGN FILE => 84681 OmdO27.dgn RELATIVE BORDER SCALE IS IN INCHES 2 1 3 J UNIT 2232 TRAFFIC HANDLING ��' SCALE 1''=50' T H -2-7 o PROJECT NUMBER & PHASE 0800000745 805.... CI5 6 -, 7......._.. _ 2__ .. 3 �--- ---,-- -- GI4_....9.. �.. ._.__._..800 ....._....... .. ....... � - - -�-� - �-- -- 00 6 �a ... - ....-.- - --------- U I (E) R/W -- UPRR a Xo -: STAGE 4 oI t STA 47+50.00 SEE TH-29 MATCH LINE, , � o �w a --:X� THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME ->TY uN-Riv DGN FILE => 84681 OmdO27.dgn RELATIVE BORDER SCALE IS IN INCHES 2 1 3 J UNIT 2232 TRAFFIC HANDLING ��' SCALE 1''=50' T H -2-7 o PROJECT NUMBER & PHASE 0800000745 CONSTRUCTION NOTES: OFINAL STRIPING AND PAVEMENT MARKINGS PER PAVEMENT DELINEATION PLANS AND x FINAL SIGNAGE PER SIGN PLANS. 02 REMOVE ALL SIGNS, STRIPING AND MARKINGS THAT ARE IN CONFLICT WITH THIS PLAN. x a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md03O.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 -JGIY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 289 566 V�.J-v- 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �ati� e JEFFREY Fy KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. jy OR 4CENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9jF OF CALIF COPIES OF THJS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 STAGE 4 obi TRAFFIC HANDLING�0, o' SCALE 1''=50' T H - 30 o O PROJECT NUMBER & PHASE 0800000745 Q T I c:, L v O R U x o J 0 C-) +o ww ., l a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md03O.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 -JGIY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 289 566 V�.J-v- 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �ati� e JEFFREY Fy KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. jy OR 4CENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9jF OF CALIF COPIES OF THJS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 STAGE 4 obi TRAFFIC HANDLING�0, o' SCALE 1''=50' T H - 30 o O PROJECT NUMBER & PHASE 0800000745 I c:, R ------------------- J N 1 2 _ (E) R/W - I W -- (E) Ease CITRUS Ave Lf; 805 7 'F ---------------- Q g — - --- - - cn _ — — — --------------- a --- --- ---- ---- ---- ---- --- - -- _ _ Li J - i 2 V _ Q .. - r DETOUR SIGN 18 19 - m: - - SEE THD -1 " FOR DETAILS .._-� co. < a'. ., a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md03O.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 -JGIY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 289 566 V�.J-v- 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �ati� e JEFFREY Fy KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. jy OR 4CENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9jF OF CALIF COPIES OF THJS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 STAGE 4 obi TRAFFIC HANDLING�0, o' SCALE 1''=50' T H - 30 o O PROJECT NUMBER & PHASE 0800000745 UOUNTY R011TETOTAL PROJECT -4o-. SHEETS CONSTRUCTION NOTES: oa Sed 10 14,8/15.5 no 566 FINAL MAINLINE STRIPING AND PAVEMENT S.I% 03-24-11 MARKINGS PER PAVEMENT DELINEATION PLANS AND REGISTERED CIVIL ENGINEER DATE oPP�FEss ati4( x FINAL SIGNAGE PER SIGN PLANS, JEKIMEY Fc 06-28-11 m No. C63106 O REMOVE ALL SIGNS, STRIPING AND MARKINGS PLANS APPROVAL DATE A THAT ARE IN CONFLICT WITH THIS PLAN THE STATE OF CALIFORNIA OR ITS OFFICERS Exp' CIVIL OR A6ENT5 SHALL NOT BE RESPONSIBLE FOR Sp c a� THE ACCURACY OR COMPLETENESS OF SCANNED OF COPIES OF T1,1I5 PLAN SHEET, cn�tFa�� SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 >- m m w � > w m w U � w m w � c SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 I I x N Ln w � Y } 1 2 z Lu z J a > a p (E) R/W Bl Y U - J InW .... ..... .. .. - -- - M - - - ---- -- -- ;; - N...... - - LLJ W -- - B I=10 W — ..... ....... a oO z --- -- -...- _.....__ ....._.. nI1 ........ _ 780 Ln 1 111 a .. .. ----- - _ -------..__. 7 ..; 8 9 - ------ - - - -.-- - ------2-- + — w 4 77 --- _ N 3 - 00 - - - - - - - - - - _ - - - - EB- - - - - - - - - - - - Ln Z ---E -- - - - - - ------ - --------------- - ---- ---- - - ---------------- u _ - - -z m z - - - x i .. Q _..._-. ._-. -. ----... _. ._..._ -..- ._- _..____-.-_ UPRR - -.__..__ -, - --_ _ H- - O O o z (E) UPRR R/W- - r: %. --- - o o U Q O N C � O U-1 D O O O T H r N _ U L.L a xo STAGE 5 0l HANDLING 0' W a LuTRAFFIC L N THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY SCALE 1 "=50' T H - 31 W 0 a o 0 o BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 DGN FILE => 846810md031.dgn IS IN INCHES I I I .CONSTRUCTION NOTES: OFINAL MAINLINE STRIPING AND PAVEMENT MARKINGS PER PAVEMENT DELINEATION PLANS AND x FINAL SIGNAGE PER SIGN PLANS. OREMOVE ALL SIGNS, STRIPING AND MARKINGS THAT ARE IN CONFLICT WITH THIS PLAN x r m 0 w w N 0 O G' c� z z r .A L .��. UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15,5 291 566 P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oeROEEs��ONq� e JEFFREY y 06-28-11 KIM 106 m PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL IFOP�x. COPIES OF THI5 PLAN SHEET• SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md03 RELATIVE BORDER SCALE IS IN INCHES o i 2 3 UNIT 2232 I i I i I i I STAGE 5 TRAFFIC HANDLING SCALE 1''=50' TH-32 PROJECT NUMBER & PHASE 0800000745 o00f ro lo C B D 4 n (E) R/w = . 1-95 — — - - Vrzn a o D - r= _ — Lij LLJ........... V)— — 4 _ - - - — - WB --- — — _ - v' .-10 .—— _.. T _ _ Ln o _ - —— .._... _ a mp _. _ _ — 79 O 8 4 - - ...- — _ 00 3 —......— _. — _ — —EEC _ — — ._- .- .. I .� ... - _ m um - -- - _ - - - - 4 'CI4 z95 = N ------ 8 ° - .. --790- - - l - 3- - J - v - - - ---- - _. _._.. _. -. - ---...-------- (E)--R-/-VV- - -- - H - -. UPR - Q ---- - - - - - -- -..- THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md03 RELATIVE BORDER SCALE IS IN INCHES o i 2 3 UNIT 2232 I i I i I i I STAGE 5 TRAFFIC HANDLING SCALE 1''=50' TH-32 PROJECT NUMBER & PHASE 0800000745 o00f ro lo �o �w a --:X� THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 846810md033.dgn RELATIVE BORDER SCALE IS IN INCHES 2 1 3 J UNIT 2232 TRAFFIC HANDLING �0, SCALE 1''=50' T H - 33 - o �o PROJECT NUMBER & PHASE 0800000745 1. __ -.-----" --' __ _ . _.._ - Rg\\ _ �O __- "t - _ ?i ��(` F\�� .. ...., ... .7 I < _ _ li ✓ q 805._ I . 6- O 0 0 Qn 1 C14 ................ 2 0 0 .,,,.:a. .... 8.. ..... - .._-... -- _.. _ k ) R/W ., o 0 I UPRFt ::- _ - STAGE 5 MATCH LINE, STA 47+50.00, SEE TH-35 0 � o �o �w a --:X� THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 846810md033.dgn RELATIVE BORDER SCALE IS IN INCHES 2 1 3 J UNIT 2232 TRAFFIC HANDLING �0, SCALE 1''=50' T H - 33 - o �o PROJECT NUMBER & PHASE 0800000745 x x list CUJI. I ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15,5 293 566 CONSTRUCTION NOTES: FINAL MAINLINE AND EB ENTRANCE RAMP (CI5) g STRIPING AND PAVEMENT MARKINGS PER PAVEMENT 03-24-11 REGISTERED CIVIL ENGINEER DATE pFOFESS�aH4 eo JEFFREY KIMa DELINEATION PLANS AND FINAL SIGNAGE PER 11 06-28-1 - - C631 06 m PLANS APPROVAL DATE 1`.-"--" ------- -- - -- - Exp. ;y 711E 5 TA 7h' 1FM.4 OR ITS OR AGEN750SHAC AL MOTOR9f RE CIVIL STA OF SCANNED app CALIV 1/�e X..._.� F' - a ----- , --. COPIESCOFATHJS PCAN SHEET,ESS o �0^ fR/W -"" "---"-- CONFLICT WITH THIS PLAN cr W SANBAGTY OVV 3RD SAN BERNARDINOECA 92410 LIN IN 12 RSSTREET TE RIVERSIDE, CA CONSTRUCTION NOTES: FINAL MAINLINE AND EB ENTRANCE RAMP (CI5) g STRIPING AND PAVEMENT MARKINGS PER PAVEMENT DELINEATION PLANS AND FINAL SIGNAGE PER SIGN PLANS. L z 02 REMOVE ALL SIGNS, STRIPING AND MARKINGS o THAT ARE IN CONFLICT WITH THIS PLAN J X o U 0 +o �w a � � THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY a Ln BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md034.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 � o a � I STAGE 5 0l TRAFFIC HANDLING 0, SCALE 1''=50' T H - 34 o' PROJECT NUMBER & PHASE 0800000745 x x list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 294 1 566 .P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFEss �ati4( e JEFFREY Fy KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL p THE ACCURACY OR COMPLETENESS OF SCANNED 41'F of CAL IFOP�x COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY Ln 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md035.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 0 0 � F ~~ q STAGE 5 ani �o TRAFFIC HANDLING�0' SCALE 1''=50' T H - 35 O PROJECT NUMBER & PHASE 0800000745 T L O r U x o J 0 C-) +O �w ., I list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 294 1 566 .P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFEss �ati4( e JEFFREY Fy KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL p THE ACCURACY OR COMPLETENESS OF SCANNED 41'F of CAL IFOP�x COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY Ln 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md035.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 0 0 � F ~~ q STAGE 5 ani �o TRAFFIC HANDLING�0' SCALE 1''=50' T H - 35 O PROJECT NUMBER & PHASE 0800000745 x x -- Q T L O ,� •� ._ r U x o J 0 C-) +O �w ., I -- -------- - - --- --- --- -- - .. .-------.. �,,, R /W ,� •� ._ M----- ------ -= M......... _ (E) R/W DELINEATOR 25' Max SPACING��'i.. w / (E) Easy ...... - - N .... _... .. ... .._ii 0 lel .._..... ....... .._ ....-.- ._.-............... . -805. 7 ..... ..._ .... - N =:: 1... 2 3 .... q.. 60 .. _.. ... 8 CITRUS Ave N ...... Li- - U r < a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY Ln a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810md036.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15,5 295 1 566 P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oeR�EEs��ONq� e JEFFREY y KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL p THE ACCURACY OR COMPLETENESS OF SCANNED '9jF OF cAL1F°P�x COPIES OF THIS PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 STAGE 5 0 TRAFFIC HANDLING�0, SCALE 1''=50' T H - 36 o o PROJECT NUMBER & PHASE 0800000745 x x 2 � 3'-6 u� N EAST o� San Bernardino Ln LEFT LANE 4.1 33.8'' 4.1" SIGN 14 STAGE 3 TEXT: 4''C BORDER: R = 1.5' TH = 0.51' 48'-0'' 18'-0'' 12'-0 18'-0" 4 WIDE WHITE STRIPE TYPE G MARKERS TYPE A WHITE MARKERS (TYP) (TYP) NOTE: 1. MARKERS SHALL BE INSTALLED BEFORE 4'' WHITE STRIPE. U Q TEMPORARY TRAFFIC STRIPE x o a DETAIL 13M oC-) �o ww a --:X � THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810me001.dgn v L co 0 N o� L(7 4'-01 1 WEST USE RAMP AT CHERRY AVE 5.6" 36.8" 5.6" SIGN 10 11 18 19 INTERSNTE WEST =100. USE RAMP AT CHERRY AVE TEXT: 4''C BORDER: R = 1.5" TH = 0.5" TEXT: 4'1C BORDER: R = 1.5" TH = 0.5" 0 i I + 5.6" 36.8" 5.6" SIGN H17 CONSTRUCTION AREA SIGN DETAILS 4'-01, 11' WEST USE RAMP AT CHERRY AVE 6.6" 34.8" 6.6" SIGN F174 15 Dist COLI. r ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 296 566 TEXT: s 03-24-11 FEss 4'G REGISTERED CIVIL ENGINEER DATE o Pao,eH4� JEFFREY Fc BORDER= 06-28-11 KIM z R - 1 .5''PLANS APPROVAL DATE No. C63106 A TH = 0.5'' THE STATE OF CALIFORNIA OR /TS OFFICERS Exp. OR 46ENT5 SHALL NOT BE RESPONSIBLE FOR spq CIVIL p THE ACCURACY OR COMPLETENESS OF SCAOF CALIF COPIES OF T11115 PLAN SHEET. M SANBAG �TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 L1 Q N WESTN � -Ln USE RAMP AT M NO N SIERRA AVE 7,::' 34.0" 7.0'' STAGE 4 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I I I in SIGN 12 13 UNIT 2232 TEXT: 4"C BORDER= R = 1.5" TH = 0.5" o o Q �o 00 O p �w a d ww TRAFFIC HANDLING DETAILS wo NO SCALE IIT THD -1 PROJECT NUMBER & PHASE 0800000745 x x JL STAGE 1A TEMPORARY PAVEMENT DELINEATION Q PAVEMENT T AND STRIPES L O PAVEMENT r U DETAIL No. TEMPORARY X o J U MARKER 0 REMOVE TYPE Te mR TRAFFIC MARKING (PAINT) REMOVE TRAFFIC MARKING TYPE A �o TYPE D TYPE G TYPE H ww ., l PAVEMENT MARKERS WHITE STAGE 1A TEMPORARY PAVEMENT DELINEATION a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mfOO1.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 Dist _.. _a...f � ROUTE TOTAL PROJECT J No. SHEETS 08 Bd 0 14.8/15.5 297 566 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �atiA JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL %c THE ACCURACY 09 COMPLETENESS OF SCANNED a� OF CAL ":PP" COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 N O P IP O O O II I O N � W 0 a � I TRAFFIC HANDLING off, QUANTITIES 0' I W 0 NO SCALE 'Ti PROJECT NUMBER & PHASE THQ-1 0800000745 PAVEMENT MARKERS AND STRIPES PAVEMENT MARKINGS DETAIL No. TEMPORARY PAVEMENT MARKER Temp TRAFFIC STRIPE (PAINT) REMOVE TYPE Te mR TRAFFIC MARKING (PAINT) REMOVE TRAFFIC MARKING TYPE A TYPE C TYPE D TYPE G TYPE H TRAFFIC STRIPE YELLOW THERMOPLASTIC TRAFFIC STRIPE PAVEMENT MARKERS WHITE RED- CLEAR 2 -WAY YELLOW -WAY CLEAR -WAY YELLOW EA EA EA EA EA LF LF LF EA SOFT SOFT 9 8 290 342 9 I 75 13M 1995 500 23935 23935 2495 II 90 22 III 25A 334 7978 7978 334 IV 30 27B 7424 7682 29 34 1527 1347 59 36 10 209 209 10 36A 10 196 196 10 36B 37 8 38 624 624 46 37B 38B 43 480 480 43 40 135 12'' WHITE 28 28 SUBTOTAL 1995 8 34 609 334 42826 33496 9325 3006 195 a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mfOO1.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 Dist _.. _a...f � ROUTE TOTAL PROJECT J No. SHEETS 08 Bd 0 14.8/15.5 297 566 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �atiA JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL %c THE ACCURACY 09 COMPLETENESS OF SCANNED a� OF CAL ":PP" COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 N O P IP O O O II I O N � W 0 a � I TRAFFIC HANDLING off, QUANTITIES 0' I W 0 NO SCALE 'Ti PROJECT NUMBER & PHASE THQ-1 0800000745 x x JL STAGE 113 TEMPORARY PAVEMENT DELINEATION Q PAVEMENT T AND STRIPES L O PAVEMENT r U DETAIL No. TEMPORARY X o J U MARKER 0 REMOVE TYPE Te mR TRAFFIC MARKING (PAINT) REMOVE TRAFFIC MARKING TYPE A �o TYPE D TYPE G TYPE H ww ., l PAVEMENT MARKERS WHITE STAGE 113 TEMPORARY PAVEMENT DELINEATION a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mf002.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 Dist _.. _a...f � ROUTE TOTAL PROJECT J No. SHEETS 08 Bd 0 14.8/15.5 298 566 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �atiA JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CAL'FORN/A OR /TS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL %c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL ":PP" COPIES OF TH115 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 O V IP O O O II I O � � W 0 a � I TRAFFIC HANDLING off, QUANTITIES 0' I W 0 NO SCALE 'Ti PROJECT NUMBER & PHASE THQ-2ao 0800000745 PAVEMENT MARKERS AND STRIPES PAVEMENT MARKINGS DETAIL No. TEMPORARY PAVEMENT MARKER Temp TRAFFIC STRIPE (PAINT) REMOVE TYPE Te mR TRAFFIC MARKING (PAINT) REMOVE TRAFFIC MARKING TYPE A TYPE C TYPE D TYPE G TYPE H TRAFFIC STRIPE YELLOW THERMOPLASTIC TRAFFIC STRIPE PAVEMENT MARKERS WHITE RED- CLEAR 2 -WAY YELLOW -WAY CLEAR -WAY YELLOW EA EA EA EA EA LF LF LF EA SOFT SOFT 9 6 237 I 13M II 22 III 84 25A 50 1154 IV 27B 1563 178 29 36 9 180 241 12 36A 36B 37 37B 38B 11 100 40 12'' WHITE 68 SUBTOTAL 26 50 3302 419 12 84 a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mf002.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 Dist _.. _a...f � ROUTE TOTAL PROJECT J No. SHEETS 08 Bd 0 14.8/15.5 298 566 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �atiA JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CAL'FORN/A OR /TS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL %c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL ":PP" COPIES OF TH115 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 O V IP O O O II I O � � W 0 a � I TRAFFIC HANDLING off, QUANTITIES 0' I W 0 NO SCALE 'Ti PROJECT NUMBER & PHASE THQ-2ao 0800000745 x X STAGE 2 TEMPORARY PAVEMENT DELINEATION Q PAVEMENT T AND STRIPES L v O PAVEMENT s U DETAIL No. TEMPORARY X o J U MARKER 0 REMOVE TYPE Te mR TRAFFIC MARKING (PAINT) REMOVE TRAFFIC MARKING TYPE A �o TYPE D TYPE G TYPE H ww ., l PAVEMENT MARKERS WHITE STAGE 2 TEMPORARY PAVEMENT DELINEATION a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mf003.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 299 566 03-24-11 REGISTERED CIVIL ENGINEER DATE o 'OFESSIati4 JEFFREY KIM 06-28-11 No ('63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. jy OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sp CIVIL P THE ACCUFACY OR COMPLETENESS OF SCANNED '9jF OF CALIF COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 o v � � I in o 0 0 n 0 o � w I b ~ O a � I TRAFFIC HANDLING QUANTITIES X01 W O NO SCALE 'Ti PROJECT NUMBER & PHASE THQ-3 0800000745 PAVEMENT MARKERS AND STRIPES PAVEMENT MARKINGS DETAIL No. TEMPORARY PAVEMENT MARKER Temp TRAFFIC STRIPE (PAINT) REMOVE TYPE Te mR TRAFFIC MARKING (PAINT) REMOVE TRAFFIC MARKING TYPE A TYPE C TYPE D TYPE G TYPE H TRAFFIC STRIPE YELLOW THERMOPLASTIC TRAFFIC STRIPE PAVEMENT MARKERS WHITE RED- CLEAR 2 -WAY YELLOW 1 -WAY CLEAR 1 -WAY YELLOW EA EA EA EA EA LF LF LF EA SOFT SOFT 9 26 1167 401 10 I 13M 1788 448 21449 21449 2236 II 22 51 1154 217 21 III 84 25A 405 9692 1333 57 IV 27B 11557 8584 SIGNAL 64 29 AHEAD 62 36 14 289 36A 12 252 36B 37 8 39 631 87 10 37B 38B 68 783 100 11 40 12'' WHITE 433 27 SUBTOTAL 1788 8 51 607 405 47407 32198 2345 210 a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mf003.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 299 566 03-24-11 REGISTERED CIVIL ENGINEER DATE o 'OFESSIati4 JEFFREY KIM 06-28-11 No ('63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. jy OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sp CIVIL P THE ACCUFACY OR COMPLETENESS OF SCANNED '9jF OF CALIF COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 o v � � I in o 0 0 n 0 o � w I b ~ O a � I TRAFFIC HANDLING QUANTITIES X01 W O NO SCALE 'Ti PROJECT NUMBER & PHASE THQ-3 0800000745 x x STAGE 3 TEMPORARY PAVEMENT DELINEATION Q PAVEMENT T AND STRIPES L v O PAVEMENT s U DETAIL No. TEMPORARY X o J U MARKER 0 REMOVE TYPE Te mR TRAFFIC MARKING (PAINT) REMOVE TRAFFIC MARKING TYPE A �o TYPE D TYPE G TYPE H ww ., l PAVEMENT MARKERS WHITE STAGE 3 TEMPORARY PAVEMENT DELINEATION a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mf004.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 300 566 03-24-11 REGISTERED CIVIL ENGINEER DATE o 'OFESSIati4 JEFFREY KIM 06-28-11 No ('63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. jy OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sp CIVIL P THE ACCUFACY OR COMPLETENESS OF SCANNED '9jF OF CALIF COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 o v � � I in o 0 0 n 0 o � w I b ~ O a � I TRAFFIC HANDLING QUANTITIES X01 W O NO SCALE 'Ti PROJECT NUMBER & PHASE THQ-4ao 0800000745 PAVEMENT MARKERS AND STRIPES PAVEMENT MARKINGS DETAIL No. TEMPORARY PAVEMENT MARKER Temp TRAFFIC STRIPE (PAINT) REMOVE TYPE Te mR TRAFFIC MARKING (PAINT) REMOVE TRAFFIC MARKING TYPE A TYPE C TYPE D TYPE G TYPE H TRAFFIC STRIPE YELLOW THERMOPLASTIC TRAFFIC STRIPE PAVEMENT MARKERS WHITE RED- CLEAR 2 -WAY YELLOW 1 -WAY CLEAR 1 -WAY YELLOW EA EA EA EA EA LF LF LF EA SOFT SOFT 9 46 2122 371 9 I 150 25 13M II 135 45 22 134 3155 404 36 III 294 294 25A 24 537 220 11 IV 60 27B 3157 305 FWY 32 29 126 5940 ONLY 44 36 36A 36B 37 37B 38B 96 1126 722 63 40 128 135 12'' WHITE 982 769 SUBTOTAL 260 142 24 17147 2926 119 715 364 a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mf004.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 300 566 03-24-11 REGISTERED CIVIL ENGINEER DATE o 'OFESSIati4 JEFFREY KIM 06-28-11 No ('63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. jy OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sp CIVIL P THE ACCUFACY OR COMPLETENESS OF SCANNED '9jF OF CALIF COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 o v � � I in o 0 0 n 0 o � w I b ~ O a � I TRAFFIC HANDLING QUANTITIES X01 W O NO SCALE 'Ti PROJECT NUMBER & PHASE THQ-4ao 0800000745 x x STAGE 4 TEMPORARY PAVEMENT DELINEATION Q PAVEMENT T AND STRIPES L v O PAVEMENT s U DETAIL No. TEMPORARY X o J U MARKER 0 REMOVE TYPE Te mR TRAFFIC MARKING (PAINT) REMOVE TRAFFIC MARKING TYPE A �o TYPE D TYPE G TYPE H ww YELLOW THERMOPLASTIC TRAFFIC STRIPE PAVEMENT MARKERS WHITE STAGE 4 TEMPORARY PAVEMENT DELINEATION a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mf005.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist _.. _.i. ROUTE TOTAL PROJECT J No. SHEETS 08 Bd 0 14.8/15.5 301 566 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �ati� JEFFREY 06-28-11 KIM No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sp CIVIL %P THE ACCUFACY OR COMPLETENESS OF SCANNED 4"j' of CAL":P�" COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 a 0 0 � cv in o 0 0 n 0 o � w I b ~ O a � I TRAFFIC HANDLING QUANTITIES 0, W O NO SCALE PROJECT NUMBER & PHASE THQ-5ao 0800000745 PAVEMENT MARKERS AND STRIPES PAVEMENT MARKINGS DETAIL No. TEMPORARY PAVEMENT MARKER Temp TRAFFIC STRIPE (PAINT) REMOVE TYPE Te mR TRAFFIC MARKING (PAINT) REMOVE TRAFFIC MARKING TYPE A TYPE C TYPE D TYPE G TYPE H TRAFFIC STRIPE YELLOW THERMOPLASTIC TRAFFIC STRIPE PAVEMENT MARKERS WHITE RED- CLEAR 2 -WAY YELLOW 1 -WAY CLEAR 1 -WAY YELLOW EA EA EA EA EA LF LF LF EA SOFT SOFT 9 2651 57 I 150 13M II 135 22 1809 153 III 294 25A 1007 43 IV 60 27B 710 4429 FWY 32 29 3092 131 ONLY 44 36 36A 157 8 36B 37 37B 38B 1155 99 40 128 12'' WHITE 127 SUBTOTAL 710 14555 491 715 a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mf005.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist _.. _.i. ROUTE TOTAL PROJECT J No. SHEETS 08 Bd 0 14.8/15.5 301 566 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �ati� JEFFREY 06-28-11 KIM No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sp CIVIL %P THE ACCUFACY OR COMPLETENESS OF SCANNED 4"j' of CAL":P�" COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 a 0 0 � cv in o 0 0 n 0 o � w I b ~ O a � I TRAFFIC HANDLING QUANTITIES 0, W O NO SCALE PROJECT NUMBER & PHASE THQ-5ao 0800000745 x x STAGE 5 TEMPORARY PAVEMENT DELINEATION PAVEMENT T AND STRIPES L v O PAVEMENT s U DETAIL No. TEMPORARY X o J U MARKER 0 REMOVE TYPE Te mR TRAFFIC MARKING (PAINT) REMOVE TRAFFIC MARKING TYPE A �o TYPE D TYPE G TYPE H ww ., l PAVEMENT MARKERS WHITE STAGE 5 TEMPORARY PAVEMENT DELINEATION a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mf006.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist _.. _.i. ROUTE TOTAL PROJECT J No. SHEETS 08 Bd 0 14.8/15.5 302 566 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �ati� JEFFREY 06-28-11 KIM No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sp CIVIL %P THE ACCUFACY OR COMPLETENESS OF SCANNED 4"j' of CAL":P�" COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 o � <v in o 0 0 n � 0 0 00 a � I TRAFFIC HANDLING QUANTITIES X01 W O NO SCALE 'Ti PROJECT NUMBER & PHASE THQ-6 a 0800000745 PAVEMENT MARKERS AND STRIPES PAVEMENT MARKINGS DETAIL No. TEMPORARY PAVEMENT MARKER Temp TRAFFIC STRIPE (PAINT) REMOVE TYPE Te mR TRAFFIC MARKING (PAINT) REMOVE TRAFFIC MARKING TYPE A TYPE C TYPE D TYPE G TYPE H TRAFFIC STRIPE YELLOW THERMOPLASTIC TRAFFIC STRIPE PAVEMENT MARKERS WHITE RED- CLEAR 2 -WAY YELLOW 1 -WAY CLEAR 1 -WAY YELLOW EA EA EA EA EA LF LF LF EA SOFT SOFT 9 I 13M 24051 2508 II 22 III 25A 7979 334 IV 27B 6940 29 36 36A 155 8 36B 37 631 47 37B 38B 40 12" WHITE SUBTOTAL 39756 2897 a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mf006.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist _.. _.i. ROUTE TOTAL PROJECT J No. SHEETS 08 Bd 0 14.8/15.5 302 566 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �ati� JEFFREY 06-28-11 KIM No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sp CIVIL %P THE ACCUFACY OR COMPLETENESS OF SCANNED 4"j' of CAL":P�" COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 o � <v in o 0 0 n � 0 0 00 a � I TRAFFIC HANDLING QUANTITIES X01 W O NO SCALE 'Ti PROJECT NUMBER & PHASE THQ-6 a 0800000745 X X F TEMPORARY PAVEMENT DELINEATION SUMMARY TEMPORARY RAILING (TYPE K) TYPE III BARRICADE PAVEMENT T TON AND STRIPES EA L v O 45 PAVEMENT s U STAGE 1A STAGE TEMPORARY X o J U MARKER WB I-10 MAINLINE 0 2250 REMOVE 47 STAGE Temp TRAFFIC MARKING (PAINT) REMOVE TRAFFIC MARKING TYPE A �o TYPE D TYPE G TYPE H ww ., l PAVEMENT MARKER WHITE TEMPORARY PAVEMENT DELINEATION SUMMARY TEMPORARY TRAFFIC CONTROL DEVICES SUMMARY STAGE TEMPORARY RAILING (TYPE K) TYPE III BARRICADE PAVEMENT MARKERS TON AND STRIPES EA EA EA LF 45 PAVEMENT MARKINGS STAGE 1A STAGE TEMPORARY 18 PAVEMENT MARKER WB I-10 MAINLINE Temp TRAFFIC STRIPE (PAINT) 2250 REMOVE 47 STAGE Temp TRAFFIC MARKING (PAINT) REMOVE TRAFFIC MARKING TYPE A TYPE C TYPE D TYPE G TYPE H TRAFFIC STRIPE YELLOW THERMOPLASTIC TRAFFIC STRIPE PAVEMENT MARKER WHITE RED- CLEAR 2 -WAY YELLOW 1 -WAY CLEAR 1 -WAY YELLOW EA EA EA EA EA LF LF LF EA SOFT SOFT 1A 1995 8 34 609 334 42826 33496 9325 3006 1A 195 1B 26 50 3302 419 12 1B 84 2 1788 8 51 607 405 47407 32198 2345 2 210 3 260 142 24 17147 2926 119 3 715 364 4 710 14555 491 4 715 5 39756 2897 5 SUBTOTAL 3783 16 345 1384 813 111392 123350 9325 8870 994 1289 TOTAL 6341 111392 123350 9325 8870 994 1289 TEMPORARY TRAFFIC CONTROL DEVICES SUMMARY STAGE TEMPORARY RAILING (TYPE K) TYPE III BARRICADE TEMPORARY CRASH CUSHION MODULE CHANNELIZER TEMPORARY (SURFACE FENCE MOUNTED) TON LF EA EA EA LF 45 29 0.40 STAGE 1A CITRUS Ave Ped PATH 36 18 0.31 WB I-10 MAINLINE STAGE 1A 2250 7 47 62 STAGE 1B 11580 7 75 28 STAGE 2 2380 9.76 11 51 STAGE 3 2840 6 33 34 STAGE 4 8880 28 13 STAGE 5 163 TOTAL 27930 20 194 351 5865 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mf007.dgn Dist _.. _.i. ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 0 14.8/15.5 303 566 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �ati� JEFFREY 06-28-11 KIM No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL %P THE ACCUFACY OR COMPLETENESS OF SCANNED 4"j' of CAL1(:P�" COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 TEMPORARY PAVEMENT SUMMARY STAGE LOCATION (TYPE C) HMA CLASS 2 AGGREGATE BASE PRIME COAT TON CY TON EB EXIT RAMP 45 29 0.40 STAGE 1A CITRUS Ave Ped PATH 36 18 0.31 WB I-10 MAINLINE 37 24 0.33 STAGE 1B EB I-10 MAINLINE 58 38 0.52 WB EXIT RAMP 1090 705 9.76 STAGE 3 WB ENTRANCE RAMP 318 205 2.84 TOTAL 1584 1019 14.16 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 o � cv in o 0 0 n � 0 0 00 a � I TRAFFIC HANDLING QUANTITIES 0' wo NO SCALE 'Ti PROJECT NUMBER & PHASE THQ-7 a 0800000745 x X om w m a n J z LLJ B� Y J Lu W aw = UD U x Ir O LL LL o_ u a � z z 0 0 a a z u a C J m � a °z o O o U E 0 z �o X Q o � = o v N E a ao o z L F STAGE 1A SIGN MUTCD SIGN SIGN SIZE NUMBER CODE WIDTH HEIGHT STATIONARY BARRIER MOUNTED BARRICADE SIGN MESSAGE NOTE MOUNTED T TWO POSTS SIGN MESSAGE NOTE L v O 1 W21-5 30 30 s U SHOULDER WORK X o J U C30A(CA) 48 0 3 C30A(CA) 48 48 1 SHOULDER CLOSED SHOULDER CLOSED W11-1 30 30 4 W16-1 24 30 1 +O 48 1 BICYCLE LEGEND SHARE THE ROAD ww ., l 3 STAGE 1A SIGN MUTCD SIGN SIGN SIZE NUMBER CODE WIDTH HEIGHT STATIONARY BARRIER MOUNTED BARRICADE SIGN MESSAGE NOTE MOUNTED ONE POST TWO POSTS SIGN MESSAGE NOTE 1 W21-5 30 30 1 SHOULDER WORK 2 W21 -5b 36 36 1 C30A(CA) 48 SHOULDER CLOSED AHEAD 3 C30A(CA) 48 48 1 SHOULDER CLOSED SHOULDER CLOSED W11-1 30 30 4 W16-1 24 30 1 48 48 1 BICYCLE LEGEND SHARE THE ROAD W11-1 30 30 5 W16-1 24 30 1 3 BICYCLE LEGEND SHARE THE ROAD 6 W20-5 30 30 1 1 RIGHT LANE CLOSED AHEAD W11-1 30 30 7 W16-1 24 30 1 4 BICYCLE LEGEND SHARE THE ROAD W11-1 30 30 W16-1 24 30 1 BICYCLE LEGEND SHARE THE ROAD W11-1 30 30 9 W16-1 24 30 1 5 C30A(CA) BICYCLE LEGEND SHARE THE ROAD W11-1 30 30 10 W16-1 24 30 1 SHOULDER CLOSED BICYCLE LEGEND SHARE THE ROAD 1'1 R9-9 24 12 36 36 1 1 SIDEWALK CLOSED SHOULDER CLOSED AHEAD 7 W21-5 STAGE TOTAL 10 1 STAGE 1B SIGN NUMBER MUTCD SIGN CODE SIGN WIDTH SIZE STATIONARY HEIGHT ONE POST TWO POSTS BARRIER MOUNTED BARRICADE MOUNTED SIGN MESSAGE NOTE 1 C30A(CA) 48 48 1 SHOULDER CLOSED 2 C30A(CA) 48 48 1 SHOULDER CLOSED 3 W11-1 W16-1 30 24 30 30 1 BICYCLE LEGEND SHARE THE ROAD 4 W11-1 W16-1 30 24 30 1 30 BICYCLE LEGEND SHARE THE ROAD 5 C30A(CA) 48 48 1 SHOULDER CLOSED 6 W21 -5b 36 36 1 SHOULDER CLOSED AHEAD 7 W21-5 3030 1 SHOULDER WORK 8 R9-11 24 12 1 SIDEWALK CLOSED AHEAD / CROSS HERE 9 W11-1 W16-1 30 24 30 30 1 BICYCLE LEGEND SHARE THE ROAD 10 R9-9 24 12 1' SIDEWALK CLOSED 11 W11-1 W16-1 30 24 30 30 1 BICYCLE LEGEND SHARE THE ROAD 12 W11-1 W16-1 30 24 30 30 1 BICYCLE LEGEND SHARE THE ROAD 13 W11-1 W16-1 30 24 30 30 1 BICYCLE LEGEND SHARE THE ROAD 14 R9-9 24 12 1 SIDEWALK CLOSED 15 R9-11 24 12 1' SIDEWALK CLOSED AHEAD / CROSS HERE STAGE TOTAL 8 5 2 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 1*40 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mf008.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist _.. _.i. ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 0 14.8/15.5 304 566 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �ati� JEFFREY 06-28-11 KIM No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNZA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sp CIVIL P THE ACCUFACY OR COMPLETENESS OF SCANNED '9jF OF CAL IFOP�� COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 NOTES: 1. MOUNT SIGN ON SIGNAL MAST ARM PER DETAIL U ON STD PLAN ES -7N 2. MOUNT SIGN ON EXISTING SIGNAL POLE 3. COVER EXISTING SIGN AND MOUNT NEW SIGN 4.REUSE DURING STAGES 2 AND 3 5. REUSE DURING STAGES 3, 4, 5 AND 6 6. REUSE DURING STAGES 2, 3, 4 AND 5 o � <v �o 0 0 n 0 0 00 a � I TRAFFIC HANDLING QUANTITIES 0' wo NO SCALE 'Ti PROJECT NUMBER & PHASE THQ-8ao 0800000745 x x o N � <v in o 0 0 � n 0 0 0 0 a � I TRAFFIC HANDLING MUTCD SIGN CODE SIGN WIDTH SIZE HEIGHT T BARRIER MOUNTED BARRICADE MOUNTED L v O NOTE 1 s U 30 30 1 X o J U 0 2 W21 -5b 36 36 1 �o ww ., F l 3 STAGE 2 SIGN NUMBER MUTCD SIGN CODE SIGN WIDTH SIZE HEIGHT STATIONARY ONE POST TWO POSTS BARRIER MOUNTED BARRICADE MOUNTED SIGN MESSAGE NOTE 1 W21-5 30 30 1 SHOULDER WORK 2 W21 -5b 36 36 1 SHOULDER CLOSED AHEAD 3 C30A(CA) 48 48 1 SHOULDER CLOSED 4 R3-2 24 24 1 NO LEFT TURN 5 R6-1 36 12 1 ONE WAY 6 R6-1 36 12 1 ONE WAY 7 R3-1 24 24 1 NO RIGHT TURN 8 R6-1 36 12 1 ONE WAY 9 R6-1 36 12 1 ONE WAY 10 R61-19(CA) 30 24 1 LEFT TURN ONLY & RIGHT TURN ONLY 11 R61-19(CA) 30 24 1 LEFT TURN ONLY & RIGHT TURN ONLY 12 R61-19(CA) 30 24 1 LEFT TURN ONLY & RIGHT TURN ONLY 13 R61-19(CA) 30 24 1 LEFT TURN ONLY & RIGHT TURN ONLY 14 W11-1 W16-1 30 24 30 30 1 BICYCLE LEGEND SHARE THE ROAD 15 W11-1 W16-1 30 24 30 30 1 BICYCLE LEGEND SHARE THE ROAD 16 C30A(CA) 48 48 1 SHOULDER CLOSED 17 W21 -5b 36 36 1 SHOULDER CLOSED AHEAD 18 W21-5 30 30 1 SHOULDER WORK 19 R9-11 24 12 1 SIDEWALK CLOSED AHEAD / CROSS HERE 20 W11-1 W16-1 30 24 30 30 1 BICYCLE LEGEND SHARE THE ROAD 21 R9-9 24 12 1 SIDEWALK CLOSED 22 W11-1 W16-1 30 24 30 30 1 BICYCLE LEGEND SHARE THE ROAD 23 W11-1 W16-1 30 24 30 30 1 BICYCLE LEGEND SHARE THE ROAD 24 W11-1 W16-1 30 24 30 30 1 BICYCLE LEGEND SHARE THE ROAD 25 R9-9 24 12 1 SIDEWALK CLOSED 26 R9-11 24 12 1 SIDEWALK CLOSED AHEAD / CROSS HERE STAGE TOTAL 14 10 2 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 1*40 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mf009.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist _.. _.i. ROUTE TOTAL PROJECT J No. SHEETS 08 Bd 0 14.8/15.5 305 566 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �ati� JEFFREY 06-28-11 KIM No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL %P THE ACCUFACY OR COMPLETENESS OF SCANNED 4'j' of CAL1(:P�" COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 NOTES: 1. MOUNT SIGN ON SIGNAL MAST ARM PER DETAIL U ON STD PLAN ES -7N 2. MOUNT SIGN ON EXISTING SIGNAL POLE 3. COVER EXISTING SIGN AND MOUNT NEW SIGN 4.REUSE DURING STAGES 2 AND 3 5. REUSE DURING STAGES 3, 4, 5 AND 6 6. REUSE DURING STAGES 2, 3, 4 AND 5 QUANTITIES X21 wo NO SCALE PROJECT NUMBER & PHASE THQ-9ao 0800000745 x X o N � <v in o 0 0 � n 0 0 0 0 a � I TRAFFIC HANDLING STATIONARY BARRIER MOUNTED BARRICADE MOUNTED T ONE POST TWO POSTS 1 W21-5 30 30 L v O s U 2 W21 -5b 36 36 1 X o J U SHOULDER CLOSED AHEAD 3 C30A(CA) 48 48 0 SHOULDER CLOSED 4 C30A(CA) 48 48 1 +O SHOULDER CLOSED 5 C30A(CA) 48 48 ww ., F l STAGE 3 SIGN MUTCD SIGN SIGN SIZE NUMBER CODE WIDTH HEIGHT STATIONARY BARRIER MOUNTED BARRICADE MOUNTED SIGN MESSAGE NOTE ONE POST TWO POSTS 1 W21-5 30 30 1 SHOULDER WORK 2 W21 -5b 36 36 1 SHOULDER CLOSED AHEAD 3 C30A(CA) 48 48 1 SHOULDER CLOSED 4 C30A(CA) 48 48 1 SHOULDER CLOSED 5 C30A(CA) 48 48 1 SHOULDER CLOSED 6 C30A(CA) 48 48 1 SHOULDER CLOSED 7 C30A(CA) 48 48 1 SHOULDER CLOSED 8 R6-1 36 12 1 ONE WAY 9 R6-1 36 12 1 ONE WAY 10 G27-2(CA) 24 24 M3-2 24 12 1 INTERSTATE 10 EAST G27-2(CA) 24 24 11 M3-2 24 12 1 INTERSTATE 10 EAST 12 R18B(CA) 36 36 1 RIGHT LANE FREEWAY ONLY M3-4 24 12 13 G27 -(CA) 24 24 W1-6 48 24 1 WEST INTERSTATE 10 ARROW 14 G20-5(CA) 42 36 1 GUIDE SIGN SEE THD -1 FOR DETAILS 15 R3-1 24 24 1 NO RIGHT TURN 16 R6-1 36 12 1 ONE WAY 17 R6-1 36 12 ONE WAY M3-4 24 12 18 G27-2(CA) 24 24 W1-6 48 24 1 WEST INTERSTATE 10 ARROW M3-4 24 12 19 G27-2(CA) 24 24 W1-6 48 24 1 WEST INTERSTATE 10 ARROW W11-1 30 30 20 W16-1 24 30 1 BICYCLE LEGEND SHARE THE ROAD 21 C30A(CA) 48 48 1 SHOULDER CLOSED 22 W21 -5b 36 36 1 SHOULDER CLOSED AHEAD 23 W21-5 30 30 1 SHOULDER WORK W11-1 30 30 24 W16-1 24 30 1 BICYCLE LEGEND SHARE THE ROAD M3-4 24 12 25 G27-2(CA) 24 24 W1-6 48 24 1 WEST INTERSTATE 10 ARROW W11-1 30 30 26 W16-1 24 30 1 BICYCLE LEGEND SHARE THE ROAD STAGE TOTAL 15 10' THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 1*40 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mf010.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist _.. _.i. ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 0 14.8/15.5 306 566 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �ati� JEFFREY 06-28-11 KIM No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESPONSIBLE FOR Sp CIVIL %P THE ACCUFACY OR COMPLETENESS OF SCANNED 4'j' of CAL1(:P�" COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 NOTES: 1. MOUNT SIGN ON SIGNAL MAST ARM PER DETAIL U ON STD PLAN ES -7N 2. MOUNT SIGN ON EXISTING SIGNAL POLE 3. COVER EXISTING SIGN AND MOUNT NEW SIGN 4.REUSE DURING STAGES 2 AND 3 5. REUSE DURING STAGES 3, 4, 5 AND 6 6. REUSE DURING STAGES 2, 3, 4 AND 5 QUANTITIES wo NO SCALE PROJECT NUMBER & PHASE THQ-10 n 00 0800000745 x x STAGE 4 SIGN NUMBER MUTCD SIGN CODE SIGN WIDTH SIZE HEIGHT T SIGN MESSAGE L v O s U X o J U 0 1 W21-5 30 30 +O SHOULDER WORK ww ., l- STAGE 4 SIGN NUMBER MUTCD SIGN CODE SIGN WIDTH SIZE HEIGHT STATIONARY BARRIER BARRICADE ONE POST TWO POSTS MOUNTED MOUNTED SIGN MESSAGE NOTE 1 W21-5 30 30 SHOULDER WORK 2 W21 -5b 36 36 SHOULDER CLOSED AHEAD 3 C30A(CA) 48 48 SHOULDER CLOSED 4 R6-1 36 12 1 ONE WAY 5 R6-1 36 12 ONE WAY 6 R3-1 24 24 NO LEFT TURN 7 C30A(CA) 48 48 1 SHOULDER CLOSED 8 W21 -5b 36 36 1 SHOULDER CLOSED AHEAD 9 W21-5 30 30 1 SHOULDER WORK 10 G20-5(CA) 36 48 1 USE RAMP AT CHERRY AVE SEE DETAILS ON THD -1 11 G20-5(CA) 36 48 1 USE RAMP AT CHERRY AVE SEE DETAILS ON THD -1 12 G20-5(CA) 36 48 1 USE RAMP AT SIERRA AVE SEE DETAILS ON THD -1 13 G20-5(CA) 36 48 1 USE RAMP AT SIERRA AVE SEE DETAILS ON THD -1 14 G20-5(CA) 36 48 1 USE RAMP AT CHERRY AVE SEE DETAILS ON THD -1 15 G20-5(CA) 36 48 1 USE RAMP AT CHERRY AVE SEE DETAILS ON THD -1 16 G20-5(CA) 36 48 1 USE RAMP AT CHERRY AVE SEE DETAILS ON THD -1 17 G20-5(CA) 36 48 1 USE RAMP AT CHERRY AVE SEE DETAILS ON THD -1 18 G20-5(CA) 36 48 1 USE RAMP AT CHERRY AVE SEE DETAILS ON THD -1 19 G20-5(CA) 36 48 1 USE RAMP AT CHERRY AVE SEE DETAILS ON THD -1 STAGE TOTAL 18 a THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY N 1*40 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mf011.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist _.. _.i. ROUTE TOTAL PROJECT J No. SHEETS 08 Bd 0 14.8/15.5 307 566 03-24-11 REGISTERED CIVIL ENGINEER DATE oPA�FEss �ati� JEFFREY 06-28-11 KIM No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sp CIVIL %P THE ACCUFACY OR COMPLETENESS OF SCANNED 4"j' of CAL":P�" COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 NOTES: 1. MOUNT SIGN ON SIGNAL MAST ARM PER DETAIL U ON STD PLAN ES -7N 2. MOUNT SIGN ON EXISTING SIGNAL POLE 3. COVER EXISTING SIGN AND MOUNT NEW SIGN 4.REUSE DURING STAGES 2 AND 3 5. REUSE DURING STAGES 3, 4, 5 AND 6 6. REUSE DURING STAGES 2, 3, 4 AND 5 TRAFFIC HANDLING QUANTITIES NO SCALE PROJECT NUMBER & PHASE THQ-11 0800000745 0 0 0 ro ,o X LEGEND Q) PCMS PORTABLE CHANGEABLE MESSAGE SIGN CLOSED TEMPORARY ORANGE SIGN PANEL ON EXIST OVERHEAD SIGN (1 ft CAP, 6.5ft X 1.5ft PANEL) > OVERHEAD SIGN a PORTABLE MOUNTED SIGN ® CONSTRUCTION AREA RAMP CLOSURE cf) DIRECTION OF TRAFFIC SAN BERNARDINO Ave I-10 NOTES: 1. SEE STANDARD PLAN T14 FOR RAMP CLOSURE 2. SEE STANDARD PLAN T10A FOR MAINLINE CLOSURE 3. SIGN LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. 4. FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE CONSTRUCTION AREA SIGN PLAN AND TRAFFIC HANDLING PLANS. Q) Q) a > > a Q Q w cf) om m > Qo Q O U n W u Q wLc J U D L' W Ir U X O N LL LL o_ - Ln J a z 0 U � z 0 z U a z D > � a C J mLn LnZ o o O U E 0 m Z 1° O x COi Q o H o - z Q> E a > / � Q d CD < Q O o � Z � W o U / Q rti L J m o / L W D U I Q T L O r U X o J U 0 + O �w o N THIS PLAN ACCURATE FOR DETOUR CONSTRUCTION WORK ONLY a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mg001.dgn SAN BERNARDINO Ave I-10 NOTES: 1. SEE STANDARD PLAN T14 FOR RAMP CLOSURE 2. SEE STANDARD PLAN T10A FOR MAINLINE CLOSURE 3. SIGN LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. 4. FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE CONSTRUCTION AREA SIGN PLAN AND TRAFFIC HANDLING PLANS. VALLEY Blvd I-10 WB MAINLINE CLOSURE PCMS UPRR SLOVER Ave 1-10 WESTBOUND MAINLINE CLOSURE RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 Dist 2OUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 0 14.8/15.5 308 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No. 063106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL 0'� COPIES OF T1,1I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 u O M in o 0 0 n O p H r � F �o a d � W DETOUR PLAN o 0 w 0 NO SCALE DE -1 PROJECT NUMBER & PHASE 0800000745 Q) > a > a u� w cf) U VALLEY Blvd I-10 WB MAINLINE CLOSURE PCMS UPRR SLOVER Ave 1-10 WESTBOUND MAINLINE CLOSURE RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I i I i I i I UNIT 2232 Dist 2OUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 0 14.8/15.5 308 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No. 063106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL 0'� COPIES OF T1,1I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 u O M in o 0 0 n O p H r � F �o a d � W DETOUR PLAN o 0 w 0 NO SCALE DE -1 PROJECT NUMBER & PHASE 0800000745 x LEGEND P—cm S PORTABLE CHANGEABLE MESSAGE SIGN CLOSED TEMPORARY ORANGE SIGN PANEL ON EXIST OVERHEAD SIGN (1 ft CAP, 6.5ft X 1.5ft PANEL) OVERHEAD SIGN IEN� PORTABLE MOUNTED SIGN ® CONSTRUCTION AREA X RAMP CLOSURE DIRECTION OF TRAFFIC SAN BERNARDINO Ave NOTES: 1. SEE STANDARD PLAN T14 FOR RAMP CLOSURE 2. SEE STANDARD PLAN T10A FOR MAINLINE CLOSURE 3. SIGN LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. 4. FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE CONSTRUCTION AREA SIGN PLAN AND TRAFFIC HANDLING PLANS. Dist 20UNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 0 14.8/15.5 309 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oP EFEss YIV4, � JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No. 063106 A THE STATE OF CALIFORNIA OR /75 OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR 15> CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CALIF COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 � I U Q T L O U J X o U 0 O ww a N THIS PLAN ACCURATE FOR DETOUR CONSTRUCTION WORK ONLY a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810m9002.dgn 1-10 EASTBOUND MAINLINE CLOSURE RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 O M IfJ O O O II I 0 o � W 0 � W o H O DETOUR PLAN o0' I W 0 NO SCALE DE -2 PROJECT NUMBER & PHASE 0800000745 Q a > a > Q > a � a �=U w M4-1 OL J G27 -MA) M3-2 M4 -10R m ZZ SC3(CA) G27-2(CA) llll� M3-2 VALLEY Blvd G27-2(CA) ---- SC3(CA) m —__ M4 -10R G27-2(CA) M3-2 W G27-2(CA) M3-2 M3-2 W I-10 EB MAINLINE SC6-3(CA)) CLOSURE SC3(CA) 777772-2(CA) UPRR M4 -10R —9= M3-2 SC6-3(CA) SC3(CA) IV M4 -10L C—�% M4-101 G27-2(CA) SC3(CA) G27-2(CA) M3-2 SLOVER Ave G27-2(CA) Ilm M3-2 - SC3(CA) m M3-2 W G27-2(CA) > M3-2 W M4-1 OR Q G27-2(CA) M3-2 a O Lu J � I U Q T L O U J X o U 0 O ww a N THIS PLAN ACCURATE FOR DETOUR CONSTRUCTION WORK ONLY a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810m9002.dgn 1-10 EASTBOUND MAINLINE CLOSURE RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 O M IfJ O O O II I 0 o � W 0 � W o H O DETOUR PLAN o0' I W 0 NO SCALE DE -2 PROJECT NUMBER & PHASE 0800000745 a lz LLQ U 0 W W r= M4 -10R V m SC8(CA) C38(CA) M4-1 OL G27-2(CA); M3-2 J > Q Q 0 W J U Q T L O U J X o U 0 �o ww a N THIS PLAN ACCURATE FOR DETOUR CONSTRUCTION WORK ONLY a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810m9003.dgn Cherry Ave 1 LEGEND Citrus Ave CLOSED PCwS PORTABLE CHANGEABLE MESSAGE SIGN 4 CLOSED TEMPORARY ORANGE SIGN PANEL ON EXIST OVERHEAD SIGN a U� x Oft CAP, 6,5ft X 1.5ft PANEL) CLOSED Sierra Ave OVERHEAD SIGN PORTABLE MOUNTED SIGN 4 U ® CONSTRUCTION AREA CLOSED DIRECTION OF TRAFFIC r m m w > w � w U w w � a c a lz LLQ U 0 W W r= M4 -10R V m SC8(CA) C38(CA) M4-1 OL G27-2(CA); M3-2 J > Q Q 0 W J U Q T L O U J X o U 0 �o ww a N THIS PLAN ACCURATE FOR DETOUR CONSTRUCTION WORK ONLY a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810m9003.dgn SAN BERNARDINO Ave VALLEY Blvd 1-10 O UPRR SLOVER Ave SC3(CA) NOTES: 1. SEE STANDARD PLAN T14 FOR RAMP CLOSURE 2. SIGN LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. 3, FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE CONSTRUCTION AREA SIGN PLAN AND TRAFFIC HANDLING PLANS EB EXIT RAMP CLOSURE EASTBOUND EXIT RAMP CLOSURE RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I Cherry Ave 1 > Citrus Ave CLOSED Sierra Ave 4 a U� Citrus Ave CLOSED Sierra Ave 2 Cedar Ave 4 U Citrus Ave CLOSED SAN BERNARDINO Ave VALLEY Blvd 1-10 O UPRR SLOVER Ave SC3(CA) NOTES: 1. SEE STANDARD PLAN T14 FOR RAMP CLOSURE 2. SIGN LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. 3, FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE CONSTRUCTION AREA SIGN PLAN AND TRAFFIC HANDLING PLANS EB EXIT RAMP CLOSURE EASTBOUND EXIT RAMP CLOSURE RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I M4 -8c i UNIT 2232 UOOJE UNTY ROUTE TOTAL PRCT � No. SHEETS 08 SBd 10 14.8/15.5 310 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE o OFESs Iatig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED 41�' of CALIF COPIES OF T1,1I5 PLAN SHEET. SANBAG �TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 a a w 9 � M � <o in o 0 0 n 0 o � W 0 � W DETOUR PLAN 0, wo NO SCALE DE -3 0 PROJECT NUMBER & PHASE 0800000745 Q) > a > a U� w cf) U M4 -8c i UNIT 2232 UOOJE UNTY ROUTE TOTAL PRCT � No. SHEETS 08 SBd 10 14.8/15.5 310 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE o OFESs Iatig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED 41�' of CALIF COPIES OF T1,1I5 PLAN SHEET. SANBAG �TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 a a w 9 � M � <o in o 0 0 n 0 o � W 0 � W DETOUR PLAN 0, wo NO SCALE DE -3 0 PROJECT NUMBER & PHASE 0800000745 x LEGEND PCMS PORTABLE CHANGEABLE MESSAGE SIGN CLOSED TEMPORARY ORANGE SIGN PANEL ON EXIST OVERHEAD SIGN Oft CAP, 6.5ft X 1.5ft PANEL) OVERHEAD SIGN PORTABLE MOUNTED SIGN ® CONSTRUCTION AREA DIRECTION OF TRAFFIC a LLI U J Q Q W J i U Q T L O U J X o U 0 �o ww a N THIS PLAN ACCURATE FOR DETOUR CONSTRUCTION WORK ONLY a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810m9004.dgn SAN BERNARDINO Ave 1-10 NOTES: 1., SEE STANDARD PLAN T14 FOR RAMP CLOSURE 2• SIGN LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. 3. FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE CONSTRUCTION AREA SIGN PLAN AND TRAFFIC HANDLING PLANS. UOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 0 14.8/15,5 311 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESSIO41 JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of cnLtF��� COPIES OF THI5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 EASTBOUND ENTRANCE RAMP CLOSURE RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I G27-2(CA) M3-2 UNIT 2232 O O P N �m of0 0 n 0 o � W 0 � W o H O DETOUR PLAN 0' W 0 No SCALE DE -4 a o PROJECT NUMBER & PHASE 0800000745 > Q > Q > Q u� Q Z LLI LtJ U > � U M4-1 OL G27-2(CA) M3-2 VALLEY B I vdM4-1 SC3(CA) PCMS �M4-10R SC3(CA) mm oR G27-2(CA) M3-2 G27-2(CA) G27-2(CA)G27-2(CA) M3-2 M3-2 WWW M3-2 W EB ENTRANCE UPRR SC6-3(CA) RAMP CLOSURE SC3(CA) M4 -IOL G27-2(CA)� PCMS M3-2 SLOVER Ave SC3(CA) SC3(CA) G27-2(CA) M4-101 m G27-2(CA) Ilm m G27-2(CA)� M3-2 M3-2 WWW M3-2 W M4-1 OR EASTBOUND ENTRANCE RAMP CLOSURE RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I G27-2(CA) M3-2 UNIT 2232 O O P N �m of0 0 n 0 o � W 0 � W o H O DETOUR PLAN 0' W 0 No SCALE DE -4 a o PROJECT NUMBER & PHASE 0800000745 x JL LEGEND PCwS PORTABLE CHANGEABLE MESSAGE SIGN CLOSED TEMPORARY ORANGE SIGN PANEL ON EXIST OVERHEAD SIGN Oft CAP, 6,5ft X 1.5ft PANEL) OVERHEAD SIGN PORTABLE MOUNTED SIGN ® CONSTRUCTION AREA DIRECTION OF TRAFFIC QSierra Ave 11/4 Citrus Ave ICLOSFD Cherry Ave 4 O r U Citrus Ave CLOSED J Q o 0 Citrus Ave CLOSED Cherry Ave 21/2 Etiwanda Ave 41/2 NOTES: 1. SEE STANDARD PLAN T14 FOR RAMP CLOSURE 2. SIGN LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. 3, FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE CONSTRUCTION AREA SIGN PLAN AND TRAFFIC HANDLING PLANS UOUNTY ROUTE TOTAL PROJECT � No. SHEETS 08 SBd 10 14.8/15.5 312 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE o OFESs Iotig( JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL %c THE ACCURACY OR COMPLETENESS OF SCANNED CAL of CAL � COPIES OF T111I5 PLAN SHEET. SANBAG �TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 n N THIS PLAN ACCURATE FOR DETOUR CONSTRUCTION WORK ONLY a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mgoo5.dgn WESTBOUND EXIT RAMP CLOSURE RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 DETOUR PLAN NO SCALE D E - 5 0800000745 O PROJECT NUMBER & PHASE O ro 0 Q T L O r U x o J Q o 0 U � O ww n N THIS PLAN ACCURATE FOR DETOUR CONSTRUCTION WORK ONLY a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mgoo5.dgn WESTBOUND EXIT RAMP CLOSURE RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 DETOUR PLAN NO SCALE D E - 5 0800000745 O PROJECT NUMBER & PHASE O ro 0 x LEGEND PCMS PORTABLE CHANGEABLE MESSAGE SIGN CLOSED TEMPORARY ORANGE SIGN PANEL ON EXIST OVERHEAD SIGN Oft CAP, 6.5ft X 1.5ft PANEL) OVERHEAD SIGN PORTABLE MOUNTED SIGN ® CONSTRUCTION AREA DIRECTION OF TRAFFIC C'= tz Lj v M4-1 OL SII G27-2(CA) 27-2(G27-2(CA) M3-4 J Q Q 0 LIJ J i U Q T L O r U J x o Q o U 0 � O ww a N THIS PLAN ACCURATE FOR DETOUR CONSTRUCTION WORK ONLY a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mg006.dgn SAN BERNARDINO Ave NOTES: 1., SEE STANDARD PLAN T14 FOR RAMP CLOSURE 2• SIGN LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. 3. FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE CONSTRUCTION AREA SIGN PLAN AND TRAFFIC HANDLING PLANS. SC3(CA) G27-2(CA) VALLEY Blvd M3-4 SC3(CA) G27-2(CA) M3-4 UPRR SLOVER Ave Q Q In (Z' LLI (2 } U M4 -I OR G27-2(CA) M3-4 m SC3(CA) -4— G27-2(CA) a WWW M3-4 M4-1 OL PCMS G27-2(CA) M3-4 SC6-3(CA) SC3(CA) WB ENTRANCE RAMP CLOSURE SC6-3(CA) SC3(CA) M4 -10R SC3(CA) G27-2(CA) � PCMS G27-2(CA) M3-4 M3-4 M4 -10L G27-2(CA) M3-4 WESTBOUND ENTRANCE RAMP CLOSURE RELATIVE BORDER SCALE 0 2 3 IS IN INCHES I I UNIT 2232 TOUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 0 14.8/15,5 313 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESSIO41 JEFFREY Fc 06-28-11 KIM m PLANS APPROVAL DATE No C63106 A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of cnLtF��� COPIES OF THI5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Q Q LtJ 9 DETOUR PLAN NO SCALE DE -6 PROJECT NUMBER & PHASE 0800000745 O ro x LEGEND PCMS PORTABLE CHANGEABLE MESSAGE SIGN PORTABLE MOUNTED SIGN ® CONSTRUCTION AREA DIRECTION OF TRAFFIC 4) a tz Lj U m�M4 -10L M4 -8a J M4-1 OR M4 -8a �H f Q) Q a 0 LL3 J U Q T L O U J X o U 0 �o ww a N THIS PLAN ACCURATE FOR DETOUR CONSTRUCTION WORK ONLY a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810m9007.dgn NOTES: 1. SIGN LOCATIONS ARE APPROXIMATE. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. 2. FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE CONSTRUCTION AREA SIGN PLAN AND TRAFFIC HANDLING PLANS. SAN BERNARDINO Ave 30UNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 0 14.8/15.5 314 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oP EFEss Y/V"' � JEFFREY Fc 06-28-11 KIM m No. C63106 A PLANS APPROVAL DATE THE STATE OF CAL IFORN/A OR /TS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONS/BLE FORsp CIVIL %P THE ACCURACY OR COMPLETENESS OF SCANNED 4� of CAL tFa�� COPIES OF THI5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Q Q > Q u� Q ZZe � LLI , F W �`P�Q u �O M4 -10L AL � -4—sc3(GA) SC3(CA)VALLEY Blvdd � PCMS R11-2 SC3(CA)� M4 -8a W M4 -10R CITRUS AVENUE CLOSURE I-1 UPRR PCMS SC3(CA) M I� R11-2 SC3(CA) SLOVER Ave m W SC3(CA) IIS W M4 -10R M4-I0L CITRUS AVENUE CLOSURE RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 O v in o 0 0 n 0 o � W 0 � W o H O DETOUR PLAN o0' W 0 No SCALE DE -7 a o PROJECT NUMBER & PHASE 0800000745 x NOTES: 1. FOR ADDITIONAL CONSTRUCTION AREA SIGN QUANTITIES, SEE SHEETS CS -1 AND THQ-5 THROUGH THQ-8, JL DETOUR SIGNS SHEET No, Q SIGN WIDTH SIZE HEIGHT T No. OF SIGNS L O 24 24 r U 11 M3-2 X o J U EAST 11 O M4-10 48 18 DETOUR ARROW (RIGHT OR LEFT) 7 SC3(CA) �o 12 DETOUR ARROW (STRAIGHT) 6 ww SC6-3(CA) 48 48 RAMP CLOSED 2 DE -3 C38(CA) DETOUR SIGNS SHEET No, MUTCD SIGN CODE SIGN WIDTH SIZE HEIGHT GN MESSAGE No. OF SIGNS DE -2 G27-2(CA) 24 24 I-10 ROUTE SHIELD 11 M3-2 26 12 EAST 11 M4-10 48 18 DETOUR ARROW (RIGHT OR LEFT) 7 SC3(CA) 36 12 DETOUR ARROW (STRAIGHT) 6 SC6-3(CA) 48 48 RAMP CLOSED 2 DE -3 C38(CA) 48 36 USE NEXT EXIT 1 G27-2(CA) 24 24 I-10 ROUTE SHIELD 1 M3-2 26 12 EAST 1 M4-80 24 18 END DETOUR 1 M4-10 48 18 DETOUR ARROW (RIGHT OR LEFT) 2 SC3(CA) 36 12 DETOUR ARROW (STRAIGHT) 1 SC8(CA) 84 42 EXIT RAMP CLOSED 1 DE -4 G27-2(CA) 24 24 I-10 ROUTE SHIELD 10 M3-2 26 12 EAST 10 M4-10 48 18 DETOUR ARROW (RIGHT OR LEFT) 6 SC3(CA) 36 12 DETOUR ARROW (STRAIGHT) 5 SC6-3(CA) 48 48 RAMP CLOSED 1 DE -5 C38(CA) 48 36 USE NEXT EXIT 1 G27-2(CA) 24 24 I-10 ROUTE SHIELD 1 M3-4 26 12 WEST 1 M4-80 24 18 END DETOUR 1 M4-10 48 18 DETOUR ARROW (RIGHT OR LEFT) 2 SC3(CA) 36 12 DETOUR ARROW (STRAIGHT) 1 SC8(CA) 84 42 EXIT RAMP CLOSED 1 DE -6 G27-2(CA) 24 24 I-10 ROUTE SHIELD 10 M3-4 26 12 WEST 10 M4-10 48 18 DETOUR ARROW (RIGHT OR LEFT) 6 SC3(CA) 36 12 DETOUR ARROW (STRAIGHT) 6 SC6-3(CA) 48 48 RAMP CLOSED 2 DE -7 M4 -8o 24 18 END DETOUR 4 M4-10 48 18 DETOUR ARROW (RIGHT OR LEFT) 6 R11-2 36 12 DETOUR ARROW (STRAIGHT) 6 SC3(CA) 48 30 ROAD CLOSED 2 TOTAL 137 n1-- THIS PLAN ACCURATE FOR DETOUR CONSTRUCTION WORK ONLY a BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810mh001.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 _ist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14,8/15,5 315 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( JEFFREY Fc m 06-28-11 KIM No. C63106 A PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR /75 OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CALIF COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 O V N° �m O O O II II O � � W I 0 a � I � W o � i DETOUR QUANTITIES 0' NO SCALE DEQ -1 PROJECT NUMBER & PHASE 0800000745 ,�_ U DELINEATOR TYPE SIGNING AND STRIPING GENERAL NOTESEL GEND x 1, ALL EXISTING PAVEMENT MARKINGS THAT ARE IN CONFLICT WITH PAVEMENT DELINEATION DETAIL NUMBER THE PROPOSED STRIPING PLAN SHALL BE REMOVED. 00 (SEE STANDARD PLANS). TYPE G L O REFLECTIVE 2, STRIPING IS TO BE DONE ACCORDING TO CALTRANS STANDARD 13M DETAIL 13 MODIFIED r U TYPE G ONE-WAY PLANS AND 2006 SEPTEMBER CALIFORNIA MANUAL ON UNIFORM TRAFFIC DESIGN (SEE PD -1 FOR DETAIL) x o J (THERMOPLASTIC) (CALIFORNIA MUTCD) UNLESS OTHERWISE NOTED. ,�_ U DELINEATOR TYPE F T DELINEATOR TYPE G L O REFLECTIVE r U TYPE G ONE-WAY CLEAR RETROREFLECTIVE x o J (THERMOPLASTIC) 0 C-) O PuN BORDER LAST REVISED 7/2/2010 • DELINEATOR TYPE F C DELINEATOR TYPE G O TYPE A NON REFLECTIVE ❑ TYPE G ONE-WAY CLEAR RETROREFLECTIVE D 4'' WHITE STRIPE (THERMOPLASTIC) IN - - - 10. 12' 4 3 775... ----- - 7. -- - --- — — — 6 $ - _ - - - - _ E - - - - - - - JOIN Exist STRIPING - -__ - - - - STA 782+03- - 48' 8' 12' 18/ —4" WIDE WHITE STRIPE DETAIL 13M NOTE 1, MARKERS SHALL BE INSTALLED BEFORE 4'' WHITE STRIPE, THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 02 3 DGN FILE => 846810na001.dgn IS IN INCHES I 1 I I UNIT 2232 12' O to N — 00 N Ld Z J 13M U F- Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 316 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESSIatig( JEFFREY Fc KIM 06-28-11N.C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITSOFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CALIF COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 PAVEMENT DELINEATION PLAN SCALE 1''=50' PD -1 PROJECT NUMBER & PHASE 0800000745 ,o o ro �o x Mtn ,�— Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 317 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CAL'FORN/A OR /TS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OE- SCANNED a� OF CAL COPIES OF THJS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 CAR POOL LANE Pvmt MARKINGS(Typ) 185' SPACING (Ty[ U TYPE F DELINEATORS T L @ 10 PACING r U (Typ) J U M 25A- - -----_- -95 O -_-_' 12 ww 4 36A LLJ TYPE F DELINEATORS ---"- -- o 100' SPACING _ _ -"- n 2-� 25 1:2 (TYP) u 13M 00 i 36A }. 79012 WHITE -`r12 - — _ --- tP � 36A 27B - 9 - — — + — — — 12 — — — LJJ - — - - 27B . — 0 3- 0 12' _ - 00 - W�3 T_ 1 �S — — _ — _ _ — - = — = - _ _ 112 12 — — — — — — 9 - — 10 00 007 785. 6 - — -- 25A J I— 3 - _ ----- _ — — — TYPE V -- U Q 12' — _ N 12 — — —. -" - 12' W _12r_--- - - -- - - - - ---- - - - � .� J —_� — � 27B 27B + 10 - 38B - --- -... - 13M 36 + 25A_ 37 v- - - TYPE - F DEL-INEATORS Q - 0- 100' SPACING TYPE G DELINEATORS �I (Typ) 100' SPACING (Typ) U T L O r U X o J U 0 O ww a THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE _> 846810na002.dgn 00 N.. 00 00 �w o ~ 0 a � Q � PAVEMENT DELINEATION PLAN �2, SCALE 1"=50' PD -2 0 RELATIVE BORDER SCALE 0 1 Z 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 IS IN INCHES I i I i I i o Lu a 4 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY Lna BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810na003.dgn SCALE 1''=50' 00 PD -3 RELATIVE BORDER SCALE 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 IS IN INCHES I I i I i - - F- � m 6 o 0 o D 1 2 � u C n .' --- -- '- --- 1 21 `. ;.: 2 Dist COUNTY ROUTE TOTAL PROJECT '3SHE No. ETS - -- 2 2 WHITE 12' 0 0 - a 08 SBd� 0 14,8/15,5 318 566 L z I ARROW —27B -� TYPE I w L 27B 38B 27B 29 0 ARROW a Q� 03-24-11 X �C-) MATCH LINE, STA 47+50.00, SEE PD -5 PAVEMENT DELINEATION PLAN U ��-Iavw QaoFEss,aro REGISTERED CIVIL ENGINEER DATE o a� x EFFREY ^y MATCH LINE, STA 56+25.00, SEE PD -6 KIM m 06-28-11 C63106 m O ,N •, N N PLANS APPROVAL DATE N TYPE VI ARROW THE STATE OF CALIFORNIA OR /TS OFFICERS ti Exp. %y CIVIL 2 5 A OR AGENTS SHAL L NOT BE RESRONS/BL E FOR sp4 `P OF SCANNED FOF " 37B TYPE F DELINEATORS CORTESCOFATHIS PLAN SHEET,ESS CAL IV 25A..-. TYPE III(R) 40 SPACING SANBAG TY LIN INTERNATIONAL ARROWS (Typ) 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 °' 38A 2� _- 12' 2 2 - 27B 2 -It- > 12" WHITE r 0 WHITE 12� \ • OBJECT MARKER 16' 388 p TYPE K-1 TYPE III(R) 210� TYPE III(L) �. ' ARROWS'. x OBJECT MARKER ��N ARROWS i TYPE K-2 I i 27B cp TYPE III(L) �P > TYPE G DELINEATORS 385 (1=1, I' 12" WHITE TYPE IV(R) O ARROWS Q 40' SPACING (TYp) C\j ARROW TYPE F DELINEATORS /41</ mz w N q @ 40 SPACING 25A TYPE F DELINEATORS (Typ) OOq 40' SPACING'Ih, 38A • ° TYPE V h' (Typ)ol''i TYPE G DELINEATORS 6 ARROW TYPE IV(R) 9 40' SPACING 5 Q �x� O CAR POOL LANE ARROW (Typ) x'L 0 �> om Pvmt MARKINGS (Typ) I' CAR POOL LANE Qo 9:',I,; • �X\ PVmt MARKINGS(Typ) NOV LANE Pvmt MARKINGS 37B >' 29 185"SPACING (Typ) 27B _,' K � OBJECT MK Q 9 --. x 38B '.1 (/1 i • - P`OZ o 25A 89 _.. > w TYPE IV;('L) U `I 25A ' HOV Pvmt MARKING 185' SPACING(Typ) ARROW.::' 1.2 WHITE I _ —� ":' • _. z 0 12 YPf-DELINEATORS_ _:: b v ~ z 8 100' SPACING -- ---- o z a -- 27B _ --- z36A Q 6 25 -" T YPE IV(L) ARROW 3 3M 27B _ 25 w + N 36A 1.-3M' 1 1 12 LLJ cn -f i IL 0 o O W uj -. --- - 1 2'- --- --- --- — - — --. --.- - _ --- - - ---- — — WB 0 _ — — — - _ _ - _ - _ _- _ _ _ - _.--- — — _ ._ - - _ 1'- Ln g o — �- — - _ _ — - - _ _ 12 o 12 - - - -- - -- ---- + Q p - - _ - O _. Iv12co __-__-. ----. - --TYPE IV L) � — — —B — - 25A .__-. — - - — -ARROW _ __ _ - - - a N Lo - -- , - — .. - - - - - -- _.. -.- - - ..- — _ -_ _ 12' cn III(L) N I I - -- TYPE IV(L)TYPE 27B _Z o 10 ARROWS ARRO`N J g Z38A TYPE III(L) O N 13M 25A w W 10 13M ARROWS 25A 27B � 40 -- - - U o Lu a 4 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY Lna BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810na003.dgn SCALE 1''=50' 00 PD -3 RELATIVE BORDER SCALE 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 IS IN INCHES I I i I i - - F- � m 6 o 0 o D 1 2 � u C n .' --- -- '- --- 1 21 `. ;.: 2 - -- 2 2 WHITE 12' 0 0 - a Q TYPE II(R) 9 ----- 10 L z I ARROW —27B -� TYPE I w L 27B 38B 27B 29 0 ARROW a X �C-) MATCH LINE, STA 47+50.00, SEE PD -5 PAVEMENT DELINEATION PLAN o Lu a 4 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY Lna BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810na003.dgn SCALE 1''=50' 00 PD -3 RELATIVE BORDER SCALE 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 IS IN INCHES I I i I i x Mtn ,L 12" YELLOW TYPE VI CROSSWALK ARROWS Var -CITRUS Ave — --- --- 1 2 - 12 19 11 U� o - _ TYPE K-1 T w w L O - 20' r U C X o J U �77 0 D C w O LLI TYPE IV(L)_J' ARROWS (TYP) 12" YELLOW CROSSWALK BY OTHERS 'o a THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY n� 4N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 84681 Ona0O5.dgn TYPF TV(R) RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 TYPE VI Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 320 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL COPIES OF THI5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 M OBJECT MARKER o - _ TYPE K-1 w w N - 20' C �77 D C (D —BY OTHERS 12" YELLOW I� CROSSWALK BY OTHERS 'o a THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY n� 4N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 84681 Ona0O5.dgn TYPF TV(R) RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 TYPE VI Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 320 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL COPIES OF THI5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 M OBJECT MARKER o - _ TYPE K-1 w w N - 20' ___..-..-... +. v 3� U 4 �� IRS s� `n 00 00 � o a � I ~ W o � PAVEMENT DELINEATION PLAN og, SCALE 1"=50' PD -5 ' o oO PROJECT NUMBER & PHASE 0800000745 x I pm m W m H a n J Z LLJ B� Y J In W Q W = UD U x Ir n' LL o_ J U a � Z z 0 0 z a z >- u u a c J m � a Ln Z o 0 o u Mtn Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 321 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. jy OR ACENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9jF OF CAL1���� COPIES OF THJS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ~ -11IS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY n L N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810na006.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 PAVEMENT DELINEATION PLAN o0 00 SCALE 1''=50' PD -6 0 PROJECT NUMBER & PHASE 0800000745 T L v O U xoC-) J 0 +O ww Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 321 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �ati4( e JEFFREY KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. jy OR ACENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9jF OF CAL1���� COPIES OF THJS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ~ -11IS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY n L N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810na006.dgn RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 PAVEMENT DELINEATION PLAN o0 00 SCALE 1''=50' PD -6 0 PROJECT NUMBER & PHASE 0800000745 x ,�— Lu n� o N TRAFFIC STRIPES, PAVEMENT MARKERS AND PAVEMENT MARKINGS SHEET NO. STATION LIMITS LOCATION DETAIL NUMBER THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) PAVEMENT MARKER (EA) PAVEMENT THERMOPLASTIC MARKING DELINEATOR (EA) OBJECT MARKER (EA) o o 0 o iz c� o CC Q cr Q G' Q Q > w w CL LL a_LL IL LL CL V1 r n r n } In z w _ z w Q Z J W Y LD H J J JCD a o z o 0a_ a � Of �L cO LL cA LL LLLL a�tn °- zn - n x n U-- J-- Qom. U InI— Z :5N a a > L� Otn WHITE WHITE YELLOW RETROREFLECTIVE NON - REFLEC TIVE l r Y r Y LL 4 n 8 in 4 in TYPE TYPE C D TYPE G TYPE H TYPE A PD-1 776+72.00 TO 782+75.00 Lt 27B 668 Lt 36A 20 Lt 13M 665 111 222 Lt 25 887 37 Lt MARKING 1 Rt 37 14 10 Rt 25 72 3 Rt 13M 71 12 24 PD -2 782+75.00 TO 795+75.00 Lt 27B 2354 Lt 25A 808 51 Lt 38B 467 58 Lt 13M 973 162 324 Lt 25 1298 54 Lt 36A 114 253 11 Lt MARKING 24 64 11 7 Rt 13M 978 1163 326 Rt 25A 508 32 Rt 27B 1308 Rt 36 569 48 Rt 37 44 29 Rt 25 1301 54 Rt 10 3 10 Rt 38B 297 37 Rt MARKING 33 10 2 DD -3 795+75,00 TO 807+25.00 Lt 27B 4203 Lt 25 1152= 48 Lt 13M 867 145 289 Lt 38B 1938 242 Lt 25A 3060 191 Lt 10 23 70 Lt 36A 42 412 17 Lt MARKING 66 378 28 576 99 37 30: Rt 27B 2105 Rt 25 1148 48 Rt 13M 858 143 286 Rt 38B 390 49 Rt 25A 971 61 Rt 10 43 129 Rt MARKING 45 168 50 SHEET TOTAL 15284 4326 1 11205 10 1296 579 1680 99 45 546 50 52 640 110 55 32' SUB TOTAL 30815 1885 1680 1542 87 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810nc00 RELATIVE BORDER SCALE 0 2 IS IN INCHES I I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No, SHEETS 08 SBd 10// 14.8/15.5 322 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �otig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED a� of cnL tFa�� COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 0 0 � W � O PAVEMENT DELINEATION a o O QUANTITIES O PDQ -1 W - O o PROJECT NUMBER & PHASE 0800000745 x itm ,�— T a L O U J x o C-) 0 O ww n L N 0 BORDER LAST REVISED 7/2/2010 TRAFFIC STRIPES, PAVEMENT MARKERS AND PAVEMENT MARKINGS SHEET NO. STATION LIMITS LOCATION DETAIL NUMBER THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) PAVEMENT MARKER (EA) THERMOPLASTIC PAVEMENT MARKING w W .. .. = J - 3 O J Y W J r a _ N o LL U— W Z a J U O z 0 � � LL < F-- N U In O a o > W 0(n DELINEATOR (EA) OBJECT MARKER (EA) O D' Q > W o W o 0 o z 0:� cr Ir w IY Q Q Q '-' Y = J > 3:a > V� � w W - D L W Lc eL� O L� U WHITE WHITE YELLOW RETROREFLECTIVE NON - REFLEC TIVE CD w w a_ Iz r `- Y LU CL r N Y w L- r 4 in 8 in 4 in TYPE TYPE TYPE TYPE C D G H TYPE A PD -3 47+50,00 TO 56+25.00 CITRUS 38A 1532 CITRUS 9 397 57 CITRUS 37B 36 24 CITRUS 40 47 CITRUS 25A 812 51 CITRUS 29 1056 33 2 1 CITRUS MARKING 150 84 579 198 PD -4 807+25,00 TO 817+44,00 Lt 13M 879 147 293 Lt 25 1174 587 Lt 27B 1858 Lt 36 594 50 Lt 37 35 24 Lt 25A 696 44 Lt MARKING 9 3 Rt 13M 1806 301 602 Rt 25 1234 51 Rt 27B 1635 Rt 36B 978 82 Rt 10 7 20 Rt 25A 393 25 Rt 37 72 48 Rt MARKING 24 3 PD -5 37+76.49 TO 47+50,00 CITRUS 21 394 CITRUS 38A 1275 CITRUS 9 1047 150 CITRUS 29 700 22 CITRUS 37B 43 29 CITRUS MARKING 120 210 871 1 1 PD -6 56+25.00 TO 62+31,27 CITRUS 25A 846 53 CITRUS 9 521 74 CITRUS 37B 27 18 CITRUS 38A 1926 CITRUS 27B 322 CITRUS 21 120 CITRUS 40 29 CITRUS MARKING 165 84 752 2 SHEET TOTAL 8711 6348 7,125 53 55 958 811 915 435 378 1331 222 871 12 3 3 4 SUB TOTAL 22484 1877 915 3237 15 3 4 TOTAL 53299 3762 2595 4779 102 3 4 USERNAME ->TY LIN-Riv DGN FILE => 84681OncOO RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 323 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �atig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR 175 OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CALIF COPIES OF THI5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 0 p PAVEMENT DELINEATION" QUANTITIES PDQ -2 W �o �o PROJECT NUMBER & PHASE 0800000745 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810oa00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 324 566 ��.P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �otig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.— OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL COPIES OF T1,1I5 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 SIGN PLAN EXISTING SIGN SCALE 111=50' PROJECT NUMBER & PHASE 0800000745 S-1 o 0 o 1 om LLj J J InW Q UD m z LLJ W = U NOTES: LEGEND X f TO S-12 FOR LOCATIONS OF RELOCATED SIGNS ♦ NEW ROADSIDE SIGN TO BE INSTALLED ON (E) POST AL SIGN MOUNTED ON RAMP METERING POLE A EXISTING SIGN, PROTECT IN PLACE OVERHEAD SIGN Ir • REMOVE ROADSIDE SIGN -- PEDESTRIAN BARRICADE ■ RELOCATE ROADSIDE SIGN =_- EXISTING BRIDGE MOUNTED SIGN -- b REMOVE OH SIGN 1 EXISTING ROADSIDE SIGN (ONE POST) c. v >- °o o w U > #-# ROADSIDE SIGN (WITH NUMBER) EXISTING ROADSIDE SIGN (TWO POST) U w > � w 0 OVERHEAD SIGN (WITH LETTER) __= EXISTING OVERHEAD SIGN (SIDE POST) w � ROADSIDE SIGN (ONE POST) --= EXISTING OVERHEAD SIGN (CENTER POST) z ROADSIDE SIGN (TWO POST) F -9n GAS STATION SIGN U X o H g O m Y U c� � H 0- Y LLI W LL LJ W — BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810oa00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 324 566 ��.P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �otig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.— OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL COPIES OF T1,1I5 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 SIGN PLAN EXISTING SIGN SCALE 111=50' PROJECT NUMBER & PHASE 0800000745 S-1 o 0 o 1 om LLj J J InW Q UD m z LLJ W = U - - .. 'e.. ._..._. - - - - - N - - - - _. ..._-- - - w Ir -- N v - - ---_.. °° WB I-10 - - - - - J U � z H - U n ---- a - _ EB I-10 m Ln Ln ------------- x / Q - -. - -_ - . .---'---. - - .__- _ _..-... _--- O0.-.-._... _ O Z lJJ Q o c= U Q C m O W cm L.............. 1�'� _ ......... T L 0 O r U X o J U o� �o o LLI THIS PLAN ACCURATE FOR SIGN WORK ONLY L n o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810oa00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 324 566 ��.P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �otig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.— OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL COPIES OF T1,1I5 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 SIGN PLAN EXISTING SIGN SCALE 111=50' PROJECT NUMBER & PHASE 0800000745 S-1 o 0 o x JL NOTES: 1. SEE S-7 TO S-12 FOR LOCATIONS OF RELOCATED SIGNS Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 325 566 S_IaVw 03-24-11 QaoFEss aN REGISTERED CIVIL ENGINEER DATE o a� e JEFFREY y 06-28-11 KIM 106 m PLANS APPROVAL DATE NO' A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED a� of cn�1FOP�%. COPIES OF T11115 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 BORDER LAST REVISED 7/2/2010 THIS PLAN ACCURATE FOR SIGN WORK ONLY USERNAME ->TY LIN-Riv RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 SIGN PLAN PROJECT NUMBER & PHASE EXISTING SIGN SCALE 1''=50' 0800000745 x .A�— NOTES: 1, SEE S-7 TO S-12 FOR LOCATIONS OF RELOCATED SIGNS Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 327 513 QaovEss,oa '• ''; '--.-: REGISTERED CIVIL ENGINEER DATE a� 0 JEFFRE . - - m 06 28 11 KIM -__.. PLANS APPROVAL DATE No. 063106 A O ... ---.._.--- - _ -_ _. OR AG -ENTS SHAL AL NOT BE RESPONSIBL 11 FOR STExpNZ4 OR ITS OFFICERS a %y CIVIL -•:_.._ _ _ THE ACCUFACY OR COMPC ETENESS OF SCANNED '9jF of CAL IV : COPIES OF T11115 PLAN SHEET SANBAG TY LIN INTERNATIONAL pq 1170 W 3RD STREET 3550 VINE STREET STE 12 N SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 THIS PLAN ACCURATE FOR SIGN WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810oa00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 SIGN PLAN EXISTING SIGN o 0 SCALE 1"=50' S-4 o 0 PROJECT NUMBER & PHASE 0800000745 Lu - w - o- _ G`r - ... .. WASHINGTON Dr OW3-3 ._ -- - - ,v�-- - _ - .__ - -- ....- ..---- -------- --.-.._._ _-.._-_----- -- ..- - _. ._....-.._.__.. -- -. .._..- Ld _ . .. - - -- _. - --_ ._. (--- i _ ..- ------------ ---- -- -- - -- --- .. _ .._. _..- . NG84.- -- ... .-. -" - - - _ ve erra'A /z O O - Citrus Ave G85 2(CA - --_ WB I—TO --r >� - G23 1 -(GA) -� C - Riverside Ave 2 N_- _ - - - - - - _. ..-- - - _ - ---- - + — - ---- - ... , '- - --- - - - --- - - --- - ...-..- - - -- °° ---EB I -1:Q ... _.. 2 ( ■ W4=1 - N - - - -- Z.-- -- - --- ----,.------------------- ..--------------- ------ -- - --- - ---- .... ..... ....... - 2 V-------- ----- - - - . - --- - - -- - - - - .... -... ........ ......... .- -------- -- - ------ - - - - - - - -------- - --.._-_ .-- .... .----..-------.. .------- -- - ------ ------ --. - < ------- .u-`- ----. _..._ --- : _. -- -- - - - - - - _ -- -- -.._ -- . - -- -- --------- - ---- - - -- --.. THIS PLAN ACCURATE FOR SIGN WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810oa00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 SIGN PLAN EXISTING SIGN o 0 SCALE 1"=50' S-4 o 0 PROJECT NUMBER & PHASE 0800000745 x NOTES: 1. SEE S-7 TO S-12 FOR LOCATIONS OF RELOCATED SIGNS Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 328 566 S_IaVw 03-24-11 QaoFEss aN REGISTERED CIVIL ENGINEER DATE o a� e JEFFREY y KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORM.4 OR /TS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL p THE ACCURACY OR COMPLETENESS OF SCANNED a� of cn�1FOP�� COPIES OF THJS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE. CA 92507 THIS PLAN ACCURATE FOR SIGN WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810oa00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 SIGN PLAN EXISTING SIGN SCALE 1''=50' PROJECT NUMBER & PHASE S-5 0800000745 X list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 330 566 ��.P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �otig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED 41 of CALIF COPIES OF T111I5 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 S-7 ,o 10 _I 0 r o 0 o X H g O m Y U c� H a d Y } W W LJ W - ._.------ ---. ._-- - --- .- _.-._ ------ .- - - ..--- ._ .._ J z LLJ Y - J In W . ................ LL1 UD U X � ..-_..._- ------... ---- Ir Vl .. WB 171-0.� — ._ a--- _—. — .. 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OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED 41�. of CALIFpe'� COPIES OF T111I5 PLAN SHEET, SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 THIS PLAN ACCURATE FOR SIGN WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810oa00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 SIGN PLAN NEW SIGN SCALE 111=50' PROJECT NUMBER & PHASE 0800000745 S-8 10 0 e 0 0 W4-'1 8-2 ■ 8 3 R'89-2(CA) - FROM = D R-8.9 ,2{ -CA) - -- ----- S R10-6_. - --- - - - r - --- � � (SEE NOTE 1) 3 _ ---- - Z N. .......... :.._ _ -- .. -- - — — N 790 -- - _ N - - -- --- - — .- _77 _ _ — - . - - - - — — — — — cr -4 78 — — — — — -- — — — — W$ I-1� -- - - _ — Ln 3- — ti - — — — — — — — — — — — - -- — — — — — N 9 I10 — — — 00 I u �� .-. I10 -- -- — — - — — — --- - - - — _ — — — — — - -- W3 3 Ln a .,. 7 785 - 5 _ _ _ -_ - — _ .: — — — - 3 - — — -. Ln - — --- -i9 - G8A-2(CA)(i83) - - ■ 8-1 W3 3 :- TO 782+00 I10"■ _ - - RI8A(CA) _- ,, -- __ .._ - - - ._..- - bs.G85 11jGA} - .. _ Ave W61 C(CA) _.O- - _ Citrus -- G.70 - - • .... exlr oNL.v - __ .-�- - -- - - THIS PLAN ACCURATE FOR SIGN WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810oa00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 SIGN PLAN NEW SIGN SCALE 111=50' PROJECT NUMBER & PHASE 0800000745 S-8 10 0 e 0 0 X `a - R5-1 - �T Ate- F X05 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS o o 08 SBd 10 14,8/15,5 332 566 NOTES' �.I 03-24-11 1. FOR SIGN MOUNTING DETAIL SEE SHEET E-12 DETAIL A 00 o R61 17(CA) R5-1 CA R6-1 0 Ess,aNq 2. CLEARANCE OF V REQUIRED BETWEEN SURFACE MEDIAN AND oo a �1 X o _, Q g-3-- gLYONL� 0 - - - -•..: REGISTERED CIVIL ENGINEER DATE OeP°F BOTTOM OF LOWEST SIGN PANEL. MATCH LINE, STA 56+25.009 SEE S-12 EFFREY Fc KIM m 1 7 - �— o C6310 N ' 6 A STA R26(S)(CA) g0, O 1 R3-2 ■FROM Exist B EX W IT 9-13 R5-1, R5 -1A 9-35 T,vEsraTEAO CAZ1FORM.4OR1TSOFFICERs Exp ryEAccRACr' RcoMaBEENEssoBEscroNEo ,4� CIVIL P COPIES OF THI5 PLAN SHEET, cnLloR d kRR55 ■FROM Exist WB EXIT - - SANBAG TY LIN INTERNATIONAL •. - R6 1 9 34 _.._ —R91-3(CA) ----•'- 1170 W 3RD STREET SAN BERNARDINO, CA 92410 3550 VINE STREET STE 12C RIVERSIDE, CA 92507 e.::e;l k-- - -17R5-1OA(CA) 0 36 R / 1 C ,. O q � R61 13 r ONLY ONLY ONL (� EAST G78-1 (CA) 9-8 it I: I. 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Iy I I -G2 - ) - - — ""— .._ - -._. - - -_ ----__ - - - - __ - ... —__ - - - —bi Z - —, - R5-1 ■ 0 9 38 H J _ .,.. -17(CA) R61_ R5 -1A 9-5 To FROM U F- o R6-1 U 9-2 _ 9 7 `a - R5-1 - �T Ate- F X05 uj o o 9 '4i ■G66-58 00 o R61 17(CA) R5-1 CA R6-1 0 9 42 GSI-52 R5 -10A 9-39 91240-_: oo a �1 X o _, Q g-3-- gLYONL� 0 - - - -•..: - 9 10.._. Const Ped. Barr. R9-3a.'R9-3b _ - - - - a MATCH LINE - SIGN PLAN CD STA 47+50.00, SEE S-11 g0, O 1 W THIS PLAN ACCURATE FOR SIGN WORK ONLY n � o N BORDER LAST REVISED 7/2/201 USERNAME ->TY LIN-Riv DGN FILE => 846810oa00 RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE NEW SIGN w0' 0 I SCALE 1"=50' S- -1 a o O 0800000745 x iL NOTES: 1e FOR SIGN MOUNTING DETAIL SEE SHEET E-12 DETAIL A list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 333 566 T—"` .I'w --03-24-11 REGISTERED CIVIL ENGINEER DATE oPROFEss�oN� e JEFFREY y KIM 06-28-11 C63106 m PLANS APPROVAL DATE No. A Exp. Q T L O 0 r U J X o U 00 w Jr THIS PLAN ACCURATE FOR SIGN WORK ONLY a �_ BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810oa01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 PROJECT NUMBER & PHASE SIGN PLAN NEW SIGN SCALE 1 "=50' S -1 Q 0800000745 0 -o ro O ,o ;• r"� - -- -'. ------""-------- -- - ---_- OR AGENTS SHALL NOT BE RESPONS/BLE FOR CIVIL ME ACCURAC�' OR S OF SCANNED sr4� Axa '-.. _ _ _ ---- SANBAG TY LIN INTERNATIONA - ` 12 (1� ._"_ : ;<'.-_.-_-______ ,' "-- ,: I--• SANOBERNARDINO, CA 92410 RIIVERSIDE, CA92507 Q T L O 0 r U J X o U 00 w Jr THIS PLAN ACCURATE FOR SIGN WORK ONLY a �_ BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810oa01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 PROJECT NUMBER & PHASE SIGN PLAN NEW SIGN SCALE 1 "=50' S -1 Q 0800000745 0 -o ro O ,o x list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 334 1 566 T—` -P- 03-24-11 REGISTERED CIVIL ENGINEER DATE oeR�EEs��ONq� e JEFFREY y KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL p THE ACCURACY OR COMPLETENESS OF SCANNED '9jF of cAL1t=0P�x COPIES OF THJS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ITRUS Ave � - - - - T - i N BORDER LAST REVISED 7/2/2010 THIS PLAN ACCURATE FOR SIGN WORK ONLY USERNAME ->TY LIN-Riv DGN FILE => 84681Ooa01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 PROJECT NUMBER & PHASE SIGN PLAN NEW SIGN SCALE 1"=50' S-11 0800000745 ,o 5o - I 0 e � 0 X v � T L O N r U J X o U 0 �o U - -------------- - w THIS PLAN ACCURATE FOR SIGN WORK ONLY n � o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810oa01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I i I i I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 335 1 566 ��.Iww, 03-24-11 REGISTERED CIVIL ENGINEER DATE oPa�FEss �aN4( JEFFREY KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9jF of CALIFOP�� COPIES OF THJS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 PROJECT NUMBER & PHASE SIGN PLAN NEW SIGN SCALE 1"=50' S-12 0800000745 ,o �o I 0 ro 0 ------------------------' ..- .----------- 12-11 12-12 ♦(=AST'' G92(CA) G77-4(CA) o 6� i FROM Exist ■ ENTRANCE M3-4 (Mod). WEST O� �R26(S (C A). RWB M6-2 - - �12-10 iR26(S)(CA)� w W o 2-5 CONSTRUCT PEDESTRIAN F BARRICADE R9 a, R9 -3b - 1 --7 - -. -. .__-- s--:: 80.5 7 - - �ITf2U5- Aee --.------- ._-_.. ..._. + Q0�. - _ - - - - - ._ . ------- o Q ' N - - T- - - W - - - - - i Z 0o a' _ iN 3A C 7 12-2A) o R26(S)(CA)■ a . W4-7 2-1 SRI 5A(CA;)■ 3 7:1: w R26(S)(CA) 12-13 R2-1 - w w THIS PLAN ACCURATE FOR SIGN WORK ONLY n � o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810oa01 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I i I i I UNIT 2232 list COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 1 SBd 10 14,8/15,5 335 1 566 ��.Iww, 03-24-11 REGISTERED CIVIL ENGINEER DATE oPa�FEss �aN4( JEFFREY KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR 4CENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9jF of CALIFOP�� COPIES OF THJS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 PROJECT NUMBER & PHASE SIGN PLAN NEW SIGN SCALE 1"=50' S-12 0800000745 ,o �o I 0 ro 0 x c. SEE ARROW DETAIL r W m U (THIS SHEET) O W N SEE W61C(CA) DETAIL (THIS SHEET) 18.6 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 0 14.8/15.5 336 566 SEE G70-2(CA) DETAIL �.Iauti 03-24-11 (THIS SHEET) REGISTERED CIVIL ENGINEER DATE oPP�F Ess 10 1V 4( e JEFFREY R-6'' I 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. jy OR 4CENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVILVIE P O COPIE5COFATHJ5 PLAN 5HEET.ESS OF SCANNED a� OF CAL1���1 • M SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 N 58'' } 881, 581, 136.8" 10'' 20'' 20" A G85-11(CA)(Mod) DETAIL BORDER THICKNESS=2" 2" R=6 10" 7.5'' 1 0''EEXIT 6: :63-1 5'E 1 0" 7.5'' 10.6" -�10"�_ 10.6" BORDER LAST REVISED 7/2/2010 90" G70-2(CA) DETAIL O O i9 N 0 N O R=1 2'' 1 8.6'' W61 BLACK / YELLOW -EXITONLY 5'' oEXIT ONLY 1 0''E N 5.. 88'' W61C(CA) OVERLAY DETAIL GENERAL SIGN STRUCTURE NOTES (SD -1 TO SD -4): / T �b 6, L v O ARROW s U x o J Q o U i �o Lu L n o N L, BORDER LAST REVISED 7/2/2010 90" G70-2(CA) DETAIL O O i9 N 0 N O R=1 2'' 1 8.6'' W61 BLACK / YELLOW -EXITONLY 5'' oEXIT ONLY 1 0''E N 5.. 88'' W61C(CA) OVERLAY DETAIL GENERAL SIGN STRUCTURE NOTES (SD -1 TO SD -4): 1. INSTALL REFLECTIVE LAMINATED SIGN PANEL (TYPE A). 2. MAINTAIN A 18.5'MINIMUM VERTICAL CLEARANCE BETWEEN THE BOTTOM OF THE TRUSS FRAME AND THE HIGH POINT OF THE ROADWAY SURFACE BELOW. 3. CONTRACTOR TO VERIFY ALL CONTROLLING FIELD DIMENSIONS, ELEVATIONS, AND PANEL DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 4. ILLUMINATION REQUIRED. 5. INSTALL ELECTRICAL CONDUIT IN SIGN FOUNDATION PER ELECTRICAL PLANS. USERNAME ->TY LIN-Riv DGN FILE => 84681Oob00 27' SIGNA FEBT AT STA 787+77 SEE STANDARD PLANS FOR MOUNTING DETAILS RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 SIGN DETAILS NO SCALE S D- 1 PROJECT NUMBER & PHASE 0800000745 o 'o 0 ro 'o / �b 6, ARROW DETAIL 1. INSTALL REFLECTIVE LAMINATED SIGN PANEL (TYPE A). 2. MAINTAIN A 18.5'MINIMUM VERTICAL CLEARANCE BETWEEN THE BOTTOM OF THE TRUSS FRAME AND THE HIGH POINT OF THE ROADWAY SURFACE BELOW. 3. CONTRACTOR TO VERIFY ALL CONTROLLING FIELD DIMENSIONS, ELEVATIONS, AND PANEL DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 4. ILLUMINATION REQUIRED. 5. INSTALL ELECTRICAL CONDUIT IN SIGN FOUNDATION PER ELECTRICAL PLANS. USERNAME ->TY LIN-Riv DGN FILE => 84681Oob00 27' SIGNA FEBT AT STA 787+77 SEE STANDARD PLANS FOR MOUNTING DETAILS RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 SIGN DETAILS NO SCALE S D- 1 PROJECT NUMBER & PHASE 0800000745 o 'o 0 ro 'o X R=1 2 SEE G70-2(CA)(64) DETAIL ON SHEET SD -1 N R=6" v EXIT 64 o T - L v -:5 s U Sierra Ave wO X o J U l9 m � 1 MILE N w N �o 43" 70'' 43'' 10.6'' 134.8'' 10.6'' Lu 156'' nL v � T L v O s U X o J U 0 �o Lu nL o Ll N BORDER LAST REVISED 7/2/2010 0 G83-5(CA) DETAIL BORDER THICKNESS=2" USERNAME =>TY LIN -R iv DGN FILE =2 846810ob00 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 337 566 S N 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �oti4( e JEFFREY KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. jy OR ACENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9jF OF CAL1���� COPIES OF THJS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 30' POST 13' G83-5(CA) RELATIVE BORDER SCALE IS IN INCHES 0 2 3 I i I i I i I SIGN FEBT AT STA 798+00.00 SEE STANDARD PLANS FOR MOUNTING DETAILS UNIT 2232 SIGN DETAILS SCALE 1"=50' SD -2 PROJECT NUMBER & PHASE 0800000745 aL X JL BORDER LAST REVISED 7/2/2010 1 R -12"---"Z SEE G70-2(CA) DETAIL ON SHEET SD -1 �R = 6" Q T EXIT 61 L 0 O r U X o J U O Cherry Ave �o ww n� o N BORDER LAST REVISED 7/2/2010 1 R -12"---"Z SEE G70-2(CA) DETAIL ON SHEET SD -1 �R = 6" 49" 11 .8" USERNAME ->TY LIN-Riv DGN FILE => 846810ob00 70'' 144.4'' 168'' 0 G83-5(CA) DETAIL BORDER THICKNESS=2" 49' I1.8'' RELATIVE BORDER SCALE IS IN INCHES Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 338 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jotig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CAL'FORN/A OR /TS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 0 1 2 3 1 1 1 1 1 1 1 SIGNCD FWBT AT STA 804+66 SEE STANDARD PLANS FOR MOUNTING DETAILS UNIT 2232 I F 00 G o H SIGN DETAILS w 0 NO SCALE SD -3 PROJECT NUMBER & PHASE 0800000745 EXIT 61 Cherry Ave Q MILES 49" 11 .8" USERNAME ->TY LIN-Riv DGN FILE => 846810ob00 70'' 144.4'' 168'' 0 G83-5(CA) DETAIL BORDER THICKNESS=2" 49' I1.8'' RELATIVE BORDER SCALE IS IN INCHES Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 338 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jotig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CAL'FORN/A OR /TS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 0 1 2 3 1 1 1 1 1 1 1 SIGNCD FWBT AT STA 804+66 SEE STANDARD PLANS FOR MOUNTING DETAILS UNIT 2232 I F 00 G o H SIGN DETAILS w 0 NO SCALE SD -3 PROJECT NUMBER & PHASE 0800000745 x SEE r v T,=II- (SHEET S- SEE W61C(CA) DETAIL ON SHEET SD -1 x a_ � a z 0 u U � z 0 c� a D LL > � � a a c o o 0 0 =� O u 0 �o X , N ~ Q mo N � Z o Q C= o � ao +' ME o L c Z U -i F— ar U Q C W O 2 cm U Q T 0 v o s U X o J U 0 +o �w n� o N BORDER LAST REVISED 7/2/2010 I 58'' 88'' 18,6" 36,8" 204'' DD G85-11(CA) DETAIL BORDER THICKNESS=2" USERNAME ->TY LIN-Riv DGN FILE => 846810ob00 SEE G70-2(CA) DETAIL ON SHEET SD -1 �— R=6 O • M N ::2 O W O N 0 N O 58" R=1 2" 10'' 20'' 18.6'' G85-11(CA Elev 1118.92 17' CONTINUOUS WALKWAY - 19' 30,0 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14,8/15,5 339 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �oti4( e JEFFREY KIM 06-28-11 No C63106 m PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. jy OR 4CENT5 SHALL NOT BE RESRONSIBLE FOR Sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED '9jF of cnl-iFOP�� COPIES OF THJS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 c POST POST TYPE III N 12' ETW 12, ES 6.0' MBGR (SEE - ------OG — ---- - -- C -SHEETS) --- 1099,76 1099,62 ETW 1099°09) -- - - - -„ ----- - ES 5'-6"x5"-6" SQUARE PEDESTAL 60'' Dia CIDH PILE 25' FOUNDATION DEPTH RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I Base PL Elev = 1099,09 SIGN \ O FWBT AT STA 817+24 oc SEE STANDARD PLANS FOR MOUNTING DETAILS O p � W b ~ O a d � W SIGN DETAILS wo NO SCALE �0 SD -4 'n ( UNIT 2232 PROJECT NUMBER & PHASE 0800000745 SIGN #12-15 G77-4(CA)(Mod) DETAIL X II � ,�— EAST SEE ARROW DETAIL INTERSTATE (THIS SHEET) 1 0 BORDER LAST REVISED 7/2/2010 6i' 23.2" 9.2" 9.6'' 6" 54'' INSTALL DOUBLE POST Sta 60+16 ''Cl'' LINE - FSBT BORDER THICKNESS=2" WHITE/GREEN SIGN #9-21 G78-1(CA) DETAIL INTERSTATE 10 WEST + I 6'' 23.2° 9.2'' 9.61' 6 54'' INSTALL DOUBLE POST Sta 52+00 ''Cl'' LINE - FNBT BORDER THICKNESS=2" WHITE/GREEN USERNAME ->TY LIN-Riv DGN FILE => 846810ob00 t9 LU Q0 w `n Q0 Lj W FQo Q0 ID SEE ARROW DETAIL (THIS SHEET) RELATIVE BORDER SCALE IS IN INCHES SIGN #1 1-9 G77-4(CA)(Mod) DETAIL 1 6" 1 8.4'' 4" 1 = 2" 1 6" WEST INTERSTATE 10 EAST 6" 22.3" 10.1" 9.6'' 6" 1 54'' INSTALL DOUBLE POST Sta 41+48 ''Cl'' LINE - FNBT BORDER THICKNESS=2" WHITE/GREEN SIGN #9-8 G78-1(CA) DETAIL INTERSTATE 10 EAST 6" 9.6" 10.1" 22.3'' 6" 1 54'' INSTALL DOUBLE POST Sta 54+32 ''Cl'' LINE - FSBT BORDER THICKNESS=211 WHITE/GREEN 0 1 2 3 I i I i I i I w `n Q0 LJ W M N Q w UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 340 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �otig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of cnL tFa�� COPIES OF T11115 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 HORIZONRAL/VERTICAL ARROW DETAIL A B C D E FR� 1 /2 H g � O SIGN DETAILS wo NO SCALE SD -5 PROJECT NUMBER & PHASE 0800000745 T L O U X o J U 0 O �Lu nL o N BORDER LAST REVISED 7/2/2010 6i' 23.2" 9.2" 9.6'' 6" 54'' INSTALL DOUBLE POST Sta 60+16 ''Cl'' LINE - FSBT BORDER THICKNESS=2" WHITE/GREEN SIGN #9-21 G78-1(CA) DETAIL INTERSTATE 10 WEST + I 6'' 23.2° 9.2'' 9.61' 6 54'' INSTALL DOUBLE POST Sta 52+00 ''Cl'' LINE - FNBT BORDER THICKNESS=2" WHITE/GREEN USERNAME ->TY LIN-Riv DGN FILE => 846810ob00 t9 LU Q0 w `n Q0 Lj W FQo Q0 ID SEE ARROW DETAIL (THIS SHEET) RELATIVE BORDER SCALE IS IN INCHES SIGN #1 1-9 G77-4(CA)(Mod) DETAIL 1 6" 1 8.4'' 4" 1 = 2" 1 6" WEST INTERSTATE 10 EAST 6" 22.3" 10.1" 9.6'' 6" 1 54'' INSTALL DOUBLE POST Sta 41+48 ''Cl'' LINE - FNBT BORDER THICKNESS=2" WHITE/GREEN SIGN #9-8 G78-1(CA) DETAIL INTERSTATE 10 EAST 6" 9.6" 10.1" 22.3'' 6" 1 54'' INSTALL DOUBLE POST Sta 54+32 ''Cl'' LINE - FSBT BORDER THICKNESS=211 WHITE/GREEN 0 1 2 3 I i I i I i I w `n Q0 LJ W M N Q w UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 340 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �otig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of cnL tFa�� COPIES OF T11115 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 HORIZONRAL/VERTICAL ARROW DETAIL A B C D E FR� 1 /2 H g � O SIGN DETAILS wo NO SCALE SD -5 PROJECT NUMBER & PHASE 0800000745 x r w m U m w w � m > W VARIES 24" - 42"' w � m Q GREEN BACKGROUND WHITE LETTERS X NAA E 0 H m g O } CO -4- Sl R Y W N-00000 U � CITY OF L` ONTANA � W d WHITE (SILVER) L 1/2" WHITE BORDER WHITE REFLECTIVE LETTERS TYP. BACKGROUND } } 5" CITY EMBLEM RIVET LOCATION om wm �D �o �z u 800 0 o STREET SIDE B, 2I �00 z OF POST J to W_ Uj1( O UD O�I U U O� BOLT LOCATION x o 5-1/4" ALUMINUM ~ CROSS -SADDLE z IEACITRUSAVE NOTE: ,VDr 0000 EACH SIGN POST SHALL ACCOMPANY ;.:. J a CR ASE TWO STREET NAME SIGN BLADES. � z z SEE SHEETS 2 AND 3 FOR COMPLETE 0 SIGN SPECIFICATIONS. z a z 2" SQUARE X 5-1/4" ALUMINUM CAP O a 2" SQUARE POST 48" MIN CLEAR PATH OF TRAVEL' Ln 2 z DRIVE RIVET AND BOLT 0 o a Z QO oz x i = 4„ a N � O OM N SIDEWALK, PARKWAY OR FINISHED GRADE N U, za C= POST BELOW GRADE ANCHOR o � ao o Z o W BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810ob00 SIGN AND POST MATERIAL & INSTALLATION REQUIRED 1. STREET NAME SIGN MATERIALS, SIZES, AND INSTALLATION A. SIGN BLANK MATERIAL SHALL BE EXTRUDED ALUMINUM, 5052-H38 ALLOY, B. SIGN BLANK DIMENSIONS ARE 6" HIGH BY A MINIMUM OF 24" TO A MAXIMUM OF 42" LONG AS REQUIRED. C. SIGN LETTERING SHALL BE 3M OR AVERY -DENNISON HIGH INTENSITY OR ENGINEERING GRADE REFLECTIVE WHITE SHEETING OR APPROVED EQUIVALENT. THE SIGN BACKGROUND SHALL BE 3M OR AVERY -DENNISON HIGH INTENSITY REFLECTIVE GREEN SHEETING OR APPROVED EQUIVALENT. D. SIGN STREET NAME LETTERS MUST BE WHITE FHWA (FEDERAL HIGHWAY ADMINISTRATION) SERIES C-4" UPPER CASE. ADDRESS BLOCK NUMBERS MUST BE WHITE FHWA SERIES C-2". STREET NAME SUFFIX MUST BE WHITE FHWA 2" UPPER CASE. E. BLOCK NUMBERS SHALL BE ASSIGNED BY DEPARTMENT OF COMMUNITY DEVELOPMENT. )istI COUNTY I ROUTE ITOTAL PROJECT J No. SHEETS 08 1 SBd 1 10 1 14,8/15,5 1 3411 566 2. REGULATORY AND WARNING SIGN MATERIALS. SIZES. AND INSTALLATION A. SIGNS SHALL BE A HIGH INTENSITY GRADE REFLECTORIZED .080 ALUMINUM WITH 3M OR AVERY DENNISON OL1000 (OR APPROVED EQUAL) ANTI -GRAFFITI FILM. B. SIGNS SHALL BE SECURED TO THE POST BY A 3" BY 5/16" BOLT WITH A 2" FENDER WASHER ON TOP AND A 3/8" DRIVE RIVET WITH A 2' FENDER WASHER ON THE BOTTOM. THE FENDER WASHER SHALL HAVE A MINIMUM THICKNESS OF .075". C. SIGNS 36" OR GREATER SHALL HAVE A 30" BACK BRACE INSTALLED. STOP SIGNS THAT FACE EAST AND WEST SHALL HAVE A 24" BACK BRACE INSTALLED. D. THE BOTTOM OF THE SIGN SHALL BE A MINIMUM OF 7 FEET ABOVE THE FINISHED SURFACE. 3. POST MATERIALS AND INSTALLATION A. SQUARE PERFORATED STEEL TUBE POSTS WITH ANCHOR SHALL BE USED FOR ALL TRAFFIC CONTROL AND INFORMATIONAL SIGNS WITHIN ROAD RIGHT-OF-WAY. POST MUST BE 2" SQUARE PRE -PUNCH AND HOT DIPPED GALVANIZED INSIDE AND OUTSIDE. THE ONE-PIECE ANCHOR SHALL BE AN "ANCHORMATE" ANCHOR (2.5" X 2.5" X 30" GALVANIZED STEEL). B. THE NUMBER OF POSTS REQUIRED FOR SIGN INSTALLATION SHALL BE DETERMINED BY THE AREA OF THE SIGN OR THE COMBINATION OF SIGNS TO BE INSTALLED. A SINGLE POST SHALL BE USED WHERE BOTH THE LENGTH AND WIDTH ARE LESS THAN 48", DOUBLE POSTS SHALL BE USED WHERE EITHER THE LENGTH OR THE WIDTH EQUALS OR EXCEEDS 48". C. THE ANCHOR SHALL BE DRIVEN UNTIL ONLY 4" REMAINS ABOVE GROUND LEVEL. IN CONCRETE, ANCHORS MAY BE CUT TO 20". D. ALL DIRT AND CONCRETE SHALL BE REMOVED FROM THE INSIDE TOP 10" MIN. OF THE ANCHOR TO ALLOW FOR INSTALLATION OF THE SIGN POST. E. THE SIGN POST SHALL BE INSTALLED A MINIMUM OF 10" INTO THE ANCHOR AND SECURED IN PLACE WITH ONE 3/8" DRIVE RIVET AND ONE 3" X 5/16" BOLT. THE RIVET SHALL BE INSTALLED ON THE SIDE FACING TRAFFIC AND THE BOLT INSTALLED PARALLED TO TRAFFIC AS SHOWN (SEE SHEET 1). F. INSTALLATION ACCORDING TO THESE REQUIREMENTS IS ESSENTIAL TO MAINTAIN THE BREAK -AWAY CHARACTERISTICS OF THE POST SYSTEM. UNDER NO CIRCUMSTANCES SHALL THE ANCHOR ASSEMBLY BE SECURED IN CONCRETE FOOTINGS. G. THE SIGN POST SHALL BE A MINIMUM OF 2 FEET FROM THE CURB. SIGN INSTALLATION DETAILS CITY OF FONTANA Std PLAN NO 4003 CITY OF FONTANA STANDARD PLANS RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 REGULATORY SIGN STREET NAME SIGN BEECH V SIGN 10-10 OSEE NOTE 5 BRACKET z_ z � i� STREET TYPICAL MARBELITE INSTALLATION 1. THE MINIMUM VERTICAL CLEARANCE SHALL BE 7' FROM THE FINISHED SURFACE TO THE BOTTOM OF THE LOWEST SIGN ON THE MARBELITE. 2. THE SIGN OR 10-10 BRACKET SHALL BE BANDED TO THE FLAT SURFACE OF THE MARBELITE THAT BEST ACCOMMODATES A 90 DEGREE ANGLE TO ONCOMING TRAFFIC (OR THE CURB) UNLESS OTHERWISE SPECIFIED. 3. THE BAND SHALL BE TIGHTENED TO A POINT AT WHICH IT DOES NOT BREAK, YET PREVENTS MOVEMENT OF THE SIGN, BAND, OR BRACKER. 4, ALL SIGNS BEING BANDED TO MARBELITE SHALL HAVE NO LESS THAN 2 BANDS (UPPER AND LOWER). 5. UNDER NO CIRCUMSTANCES SHALL THE BANDS COVER THE IDENTIFICATION TAG ON THE MARBELITE. BAND IT - C206 STAINLESS STEEL TYPE 201 OR APPROVED EQUAL. 3/4" WIDTH AND .030" THICKNESS BRACKET (REGULATORY SIGN) - BAND -IT, D001 OR EQUAL. 1 BOLT STRAIGHT LEG STAINLESS STEEL 3/4". BRACKET (STREET NAME SIGN) - 10-10 EXTRUDED ALUMINUM ALLOY. BUCKLES - BAND -IT C456 OR EQUAL. EAR LOCKED 316 STAINLESS STEEL 3/4". BOLTS - 1" X 5/16" COARSE THREAD STAINLESS STEEL. a o � WASHERS - ALL REGULATORY SIGNS SHALL BE INSTALLED WITH 5/16" X 2" ZINC Q o COATED FENDER WASHERS WITH A MINIMUM THICKNESS OF .075" 0 0 00 � o a W I ~ W SIGN DETAILS 0I wo NO SCALE SD -6 ,o PROJECT NUMBER & PHASE 0800000745 I°>_ 03-24-11 ENTS: .otig( REGISTERED CIVIL ENGINEER DATE oPP.FEss JEFFREY Fc KIM 06-28-11310 C6 6 No PLANS APPROVAL DATE A xp. THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- CIVIL OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr ORc THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL COPIES OF T11115 PLAN SHEET. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 TY LIN INTERNATIONAL 3550 VINE STREET STE 12 RIVERSIDE, CA 92507 2. REGULATORY AND WARNING SIGN MATERIALS. SIZES. AND INSTALLATION A. SIGNS SHALL BE A HIGH INTENSITY GRADE REFLECTORIZED .080 ALUMINUM WITH 3M OR AVERY DENNISON OL1000 (OR APPROVED EQUAL) ANTI -GRAFFITI FILM. B. SIGNS SHALL BE SECURED TO THE POST BY A 3" BY 5/16" BOLT WITH A 2" FENDER WASHER ON TOP AND A 3/8" DRIVE RIVET WITH A 2' FENDER WASHER ON THE BOTTOM. THE FENDER WASHER SHALL HAVE A MINIMUM THICKNESS OF .075". C. SIGNS 36" OR GREATER SHALL HAVE A 30" BACK BRACE INSTALLED. STOP SIGNS THAT FACE EAST AND WEST SHALL HAVE A 24" BACK BRACE INSTALLED. D. THE BOTTOM OF THE SIGN SHALL BE A MINIMUM OF 7 FEET ABOVE THE FINISHED SURFACE. 3. POST MATERIALS AND INSTALLATION A. SQUARE PERFORATED STEEL TUBE POSTS WITH ANCHOR SHALL BE USED FOR ALL TRAFFIC CONTROL AND INFORMATIONAL SIGNS WITHIN ROAD RIGHT-OF-WAY. POST MUST BE 2" SQUARE PRE -PUNCH AND HOT DIPPED GALVANIZED INSIDE AND OUTSIDE. THE ONE-PIECE ANCHOR SHALL BE AN "ANCHORMATE" ANCHOR (2.5" X 2.5" X 30" GALVANIZED STEEL). B. THE NUMBER OF POSTS REQUIRED FOR SIGN INSTALLATION SHALL BE DETERMINED BY THE AREA OF THE SIGN OR THE COMBINATION OF SIGNS TO BE INSTALLED. A SINGLE POST SHALL BE USED WHERE BOTH THE LENGTH AND WIDTH ARE LESS THAN 48", DOUBLE POSTS SHALL BE USED WHERE EITHER THE LENGTH OR THE WIDTH EQUALS OR EXCEEDS 48". C. THE ANCHOR SHALL BE DRIVEN UNTIL ONLY 4" REMAINS ABOVE GROUND LEVEL. IN CONCRETE, ANCHORS MAY BE CUT TO 20". D. ALL DIRT AND CONCRETE SHALL BE REMOVED FROM THE INSIDE TOP 10" MIN. OF THE ANCHOR TO ALLOW FOR INSTALLATION OF THE SIGN POST. E. THE SIGN POST SHALL BE INSTALLED A MINIMUM OF 10" INTO THE ANCHOR AND SECURED IN PLACE WITH ONE 3/8" DRIVE RIVET AND ONE 3" X 5/16" BOLT. THE RIVET SHALL BE INSTALLED ON THE SIDE FACING TRAFFIC AND THE BOLT INSTALLED PARALLED TO TRAFFIC AS SHOWN (SEE SHEET 1). F. INSTALLATION ACCORDING TO THESE REQUIREMENTS IS ESSENTIAL TO MAINTAIN THE BREAK -AWAY CHARACTERISTICS OF THE POST SYSTEM. UNDER NO CIRCUMSTANCES SHALL THE ANCHOR ASSEMBLY BE SECURED IN CONCRETE FOOTINGS. G. THE SIGN POST SHALL BE A MINIMUM OF 2 FEET FROM THE CURB. SIGN INSTALLATION DETAILS CITY OF FONTANA Std PLAN NO 4003 CITY OF FONTANA STANDARD PLANS RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 REGULATORY SIGN STREET NAME SIGN BEECH V SIGN 10-10 OSEE NOTE 5 BRACKET z_ z � i� STREET TYPICAL MARBELITE INSTALLATION 1. THE MINIMUM VERTICAL CLEARANCE SHALL BE 7' FROM THE FINISHED SURFACE TO THE BOTTOM OF THE LOWEST SIGN ON THE MARBELITE. 2. THE SIGN OR 10-10 BRACKET SHALL BE BANDED TO THE FLAT SURFACE OF THE MARBELITE THAT BEST ACCOMMODATES A 90 DEGREE ANGLE TO ONCOMING TRAFFIC (OR THE CURB) UNLESS OTHERWISE SPECIFIED. 3. THE BAND SHALL BE TIGHTENED TO A POINT AT WHICH IT DOES NOT BREAK, YET PREVENTS MOVEMENT OF THE SIGN, BAND, OR BRACKER. 4, ALL SIGNS BEING BANDED TO MARBELITE SHALL HAVE NO LESS THAN 2 BANDS (UPPER AND LOWER). 5. UNDER NO CIRCUMSTANCES SHALL THE BANDS COVER THE IDENTIFICATION TAG ON THE MARBELITE. BAND IT - C206 STAINLESS STEEL TYPE 201 OR APPROVED EQUAL. 3/4" WIDTH AND .030" THICKNESS BRACKET (REGULATORY SIGN) - BAND -IT, D001 OR EQUAL. 1 BOLT STRAIGHT LEG STAINLESS STEEL 3/4". BRACKET (STREET NAME SIGN) - 10-10 EXTRUDED ALUMINUM ALLOY. BUCKLES - BAND -IT C456 OR EQUAL. EAR LOCKED 316 STAINLESS STEEL 3/4". BOLTS - 1" X 5/16" COARSE THREAD STAINLESS STEEL. a o � WASHERS - ALL REGULATORY SIGNS SHALL BE INSTALLED WITH 5/16" X 2" ZINC Q o COATED FENDER WASHERS WITH A MINIMUM THICKNESS OF .075" 0 0 00 � o a W I ~ W SIGN DETAILS 0I wo NO SCALE SD -6 ,o PROJECT NUMBER & PHASE 0800000745 x ,�_ T L O 0 r U J X o U 0 �o ww n� N 0 BORDER LAST REVISED 7/2/2010 ROADSIDE SIGN QUANTITIES Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 342 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jotig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 SHEET No. SIGN No. SIGN CODE PANEL SIZE Horiz Vert in In MESSAGE (N) POST SIZE 2X2 4X4 4X6 POST WOOD ONE TWO 6X6 POST POST EA EA TYPE METAL ONE TWO POST POST EA EA FURNISH SINGLE SHEET SIGN PANEL UNFRAMED FRAMED THICKNESS (in) 0.063 0.080 0:080 SOFT PANEL MATERIAL BACKGROUND > w r SHEETING o w COLOR wwv� a SUMMARY (N) LEGEND SHEETING COLOR w > w w r Q' w LL � �LL]U) LL] LL] tn a RELOCATE PEDESTRIAN ROADSIDE BARRICADE SIGN EA EA REMOVE ROADSIDE SIGN EA S-2 2-1 G84 - - 1 S-3 3-1 R61-7(CA) - - 1 3-2 R61-7(CA) - - 1 3-3 R61-7(CA) - - 1 3-4 R61-7(CA) - - 1 3-5 G92,G27-2,M3-4,M6-2 - - 1 3-6 R3-7 - - 1 3-7 G78-1(CA) - - 1 3-8 R5 -10C - - I 3-9 R61-7(CA) - - 1 3-10 R61-7(CA) - - 7 3-11 R61-7(CA) - - 1 3-12 R61-7(CA) - - 1 3-13 R17B - - 1 3-14 R3 -8A - - 1 3-15 W3-3 - - 1 3-16 G77A(CA) - - 1 3-17 G77 - - 1 3-18 R2-4(CA), R48-1 - - 1 3-19 R5-1 , R5-1 A - - 1 S-4 4-1 G84 - - 1 S-5 5-1 R2-1 - - 1 5-2 G77A(CA) - - 1 5-3 G77 - - 1 1 6-2 R5-1 - - 1 6-3 R26(S)(CA) - - 1 S-7 7-1 R18A(CA) - - 1 5-8- 8-1 G84-2(CA)(63) 54 48 EXIT 63 WITH DIRECTIONAL ARROW X 1 18 GREEN IV WHITE IV 8-2 W4-1 - - LANE MERGING DIAGRAM 1 8-3 R89-2 24 10 2 CARS PER GREEN THIS LANE 2 6 WHITE WHITE III III BLACK BLACK PLAIN PLAIN R10-6 24 36 STOP HERE ON RED 8-4 R89-2 24 10 2 CARS PER GREEN THIS LANE 2 6 WHITE WHITE III III BLACK BLACK PLAIN PLAIN R10-6 24 36 STOP HERE ON RED 8-5 W3-3 48 48 TRAFFIC SIGNAL WARNING X 1 16 YELLOW IV BLACK PLAIN 8-6 W3-3 - - TRAFFIC SIGNAL WARNING 1 S-9 9-1 R61-17(CA) 48 30 LANE ASSIGNMENTS X 1 10 WHITE III BLACK PLAIN 9-2 R61-17(CA) 48 30 LANE ASSIGNMENTS X 1 10 WHITE III BLACK PLAIN 9-3 R5 -10A 30 36 PEDESTRIANS BICYCLES MOTOR -DRIVEN CYCLES PROHIBITED X 1 8 WHITE IV BLACK PLAIN 9-4 R6-1 - - ONE WAY 1 9-5 R5-1, R5 -1A - - WRONG WAY / DO NOT ENTER 1 SHEET TOTAL 5 24 54 5 27 USERNAME ->TY LIN-Riv DGN FILE => 846810oc00 RELATIVE BORDER SCALE 1 23 IS IN INCHES i I UNIT 2232 SIGN QUANTITIES NO SCALE S Q -1 PROJECT NUMBER & PHASE 0800000745 o 'o 0 �o x Dist OJE COUNTY ROUTE TOTAL PRCT J No. SHEETS 08 SBd 10 14.8/15.5 343 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ROADSIDE SIGN QUANTITIES SHEET No. SIGN No. SIGN CODE PANEL SIZE Vert in in MESSAGE 2X2 (N) POST SIZE 4X4 4X6 POST TYPE WOOD METAL ONE TWO ONE TWO 6X6 POST POST POST POST EA EA EA EA FURNISH SINGLE SHEET SIGN PANEL UNFRAMED FRAMED THICKNESS (in) 0.063 0,080 0.080 SOFT PANEL MATERIAL BACKGROUND w w w SHEETING COLOR Q � Li L� W W uP Ir a SUMMARY (N) LEGEND SHEETING COLOR w > w D_ i :5Horiz w W W cn Ir 0� a RELOCATE PEDESTRIAN ROADSIDE BARRICADE SIGN EA EA REMOVE ROADSIDE SIGN EA S-9 9-6 R91-3(CA) 36 54 LEFT LANE CARPOOLS 2 OR MORE ONLY J U X 1 14 WHITE IV BLACK PLAIN � O 9-7 R91-3(CA) 36 54 LEFT LANE CARPOOLS 2 OR MORE ONLY X 1 14 WHITE IV BLACK PLAIN 9-8 G78-1(CA) 54 42 DIRECTIONAL GUIDE SIGN X 1 16 GREEN IV WHITE IV 9-9 R26(S)(CA) 12 18 NO STOPPING ANY TIME X 1 2 WHITE II RED II 9-10 R6-1 - 9-11 R91-3(CA) 36 54 LEFT LANE CARPOOLS 2 OR MORE ONLY X 1 14 WHITE IV BLACK PLAIN 9-12 R3-2 24 24 NO LEFT TURN X 1 4 WHITE II BLACK/RED II 9-13 R3-2 24 24 NO LEFT TURN X 1 4 WHITE II BLACK/RED II 9-14 R6-1 36 12 ONE WAY X 1 3 BLACK PLAIN WHITE IV 9-15 092(CA) 48 30 FREEWAY ENTRANCE X 1 10 GREEN IV WHITE IV III PLAIN PLAIN G27-2(CA) 24 24 ROUTE MARKER (10) 4 RED/BLUE III WHITE M3-4 24 12 WEST 2 WHITE III BLACK M6-2 21 15 DIRECTIONAL ARROW 2 WHITE III BLACK 9-16 W1-15 48 48 LOOP RAMP WARNING X 1 16 YELLOW IV BLACK PLAIN 9-17 R91-3(CA) 36 54 LEFT LANE CARPOOLS 2 OR MORE ONLY X 1 14 WHITE IV BLACK PLAIN 9-18 R3-7 30 30 RIGHT LANE MUST TURN RIGHT X 1 6 WHITE III BLACK PLAIN 9-19 R26(S)(CA) 12 18 NO STOPPING ANY TIME X 1 2 WHITE II RED II 9-20 R4-7 24 30 MEDIAN WITH DIRECTIONAL ARROW X 1 5 WHITE III BLACK PLAIN 9-21 078-1(CA) 54 42 ROUTE MARKER (10) WEST, DIRECTIONAL ARROW X 1 16 GREEN IV WHITE IV 9-22 R91-3(CA) 36 54 LEFT LANE CARPOOLS 2 OR MORE ONLY X 1 14 WHITE IV BLACK PLAIN 9-23 W3-3 48 48 TRAFFIC SIGNAL WARNING X 1 16 YELLOW IV BLACK PLAIN 9-24 R61-13(CA) 48 30 LANE ASSIGNMENTS X 1 10 WHITE III BLACK PLAIN 9-25 R61-13(CA) 48 30 LANE ASSIGNMENTS X 1 10 WHITE III BLACK PLAIN 9-26 R91-3(CA) 36 54 LEFT LANE CARPOOLS 2 OR MORE ONLY X 1 14 WHITE IV BLACK PLAIN 9-27 R6-1 36 12 ONE WAY X 1 3 BLACK PLAIN WHITE IV 9-28 R6-1 36 12 ONE WAY X 1 3 BLACK PLAIN WHITE IV 9-29 R89-2 24 10 2 CARS PER GREEN THIS LANE 2 WHITE III BLACK PLAIN PLAIN R10-6 24 36 STOP HERE ON RED 6 WHITE III BLACK 9-30 R89-2 24 10 2 CARS PER GREEN THIS LANE 2 WHITE III BLACK PLAIN PLAIN R10-6 24 36 STOP HERE ON RED 6 WHITE III BLACK 9-31 R5-1, R5 -1A - - - 1 9-32 MCA) - - - 1 9-33 R5-1 30 30 DO NOT ENTER X 1 6 RED IV WHITE IV IV R5 -1A 36 24 WRONG WAY 6 RED IV WHITE 9-34 R6-1 - - - 2 9-35 R5-1, R5 -1A - - - 1 9-36 R5 -10A 30 36 PEDESTRIANS BICYCLES MOTOR -DRIVEN CYCLES PROHIBITED X 8 WHITE IV BLACK PLAIN 9-37 W3-3 I- - - 1 9-38 G92,G27-2,M3-29M6- - - - 1 9-39 R5 -10A - - - 1 G66-58, GBI-52 - - - 1 SHEET TOTAL 16 6 2 180 74 10 a U Q 9-40 T L 0 O r U X o J U 0 � O ww a THIS PLAN ACCURATE FOR SIGN WORK ONLY. N 0 BORDER LAST REVISED 7/2/2010 64USERNAME ->TY LIN-Riv DGN FILE => 8468100C002.dgi RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 SIGN QUANTITIES NO SCALE SQ -2 PROJECT NUMBER & PHASE 0800000745 O O _o ,o x Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 344 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CAL'FORN/A OR /TS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ROADSIDE SIGN QUANTITIES SHEET No. SIGN No. SIGN CODE PANEL SIZE Vert in in MESSAGE (N) POST SIZE POST TYPE FURNISH SINGLE SHEET SIGN PANEL UNFRAMED FRAMED PANEL MATERIAL BACKGROUND w w w SHEETING COLOR c� LiLL W W uP rY a SUMMARY (N) LEGEND SHEETING COLOR wRELOCATE > w D_ i :5Horiz w W W cn Ir 0� a PEDESTRIAN BARRICADE EA ROADSIDE SIGN EA REMOVE ROADSIDE SIGN WOOD METAL THICKNESS (in) 2X2 4X4 4X6 6X6 ONE TWO ONE TWO POST POST POST POST 0.063 0,080 0.080 EA EA EA EA SOFT EA S-9 9-41 G11-1 36 18 BRIDGE NAME, NUMBER, AND POST MILE O X 1 m ,I.- W 5 WHITE III BLACK PLAIN 9-42 R9 -3a 18 18 NO CROSSING 2 WHITE II RED II 1 R9 -3b 18 12 USE CROSSWALK 2 WHITE III BLACK PLAIN S-10 10-1 G84-2(CA) 54 48 EXIT 63 WITH DIRECTIONAL ARROW X 1 18 GREEN IV WHITE IV 10-2 W4-1 - - - 1 10-3 R89-2 24 10 2 CARS PER GREEN THIS LANE 2 WHITE III BLACK PLAIN R10-6 24 36 STOP HERE ON RED 6 WHITE III BLACK PLAIN 10-4 R89-2 24 10 2 CARS PER GREEN THIS LANE 2 WHITE III BLACK PLAIN R10-6 24 36 STOP HERE ON RED 6 WHITE III BLACK PLAIN S-11 11-1 R2-1 24 30 SPEED LIMIT (45) X 1 5 WHITE III BLACK PLAIN 11-2 R26(S)(CA) 12 18 NO STOPPING ANY TIME X 1 2 WHITE II RED II 11-3 R26(S)(CA) 12 18 NO STOPPING ANY TIME X 1 2 WHITE II RED II 11-4 R26(S)(CA) 12 18 NO STOPPING ANY TIME X 1 2 WHITE II RED II 11-5 R26(S)(CA) 12 18 NO STOPPING ANY TIME X 1 2 WHITE II RED II 11-6 R26(S)(CA) 12 18 NO STOPPING ANY TIME X 1 2 WHITE II RED II 11-7 R2-1 24 30 SPEED LIMIT (45) X 1 5 WHITE III BLACK PLAIN 11-8 W4-7 36 36 THRU TRAFFIC MERGE LEFT X 1 9 YELLOW IV BLACK PLAIN 11-9 G77-4(CA) 54 54 DIRECTIONAL GUIDE SIGN X 1 20 GREEN IV WHITE IV 11-10 R3-7 - - - 1 11-11 R26(S)(CA) 12 18 NO STOPPING ANY TIME X 1 2 WHITE II RED II 11-12 W3-3 - - - 1 -12 12-1 W4-7 36 36 THRU TRAFFIC MERGE LEFT X 1 9 YELLOW IV BLACK PLAIN 12-2 W73A(CA) 36 36 RIGHT LANE TURNS RIGHT AHEAD X 1 9 YELLOW IV BLACK PLAIN 12-3 R3-7 30 30 RIGHT LANE MUST TURN RIGHT X 1 6 WHITE III BLACK PLAIN 12-4 R2-1 24 30 SPEED LIMIT (45) 1 1 5 WHITE III BLACK PLAIN 12-5 R26(S)(CA) - - - 1 12-6 R26(S)(CA) - - - 1 12-7 R9 -3a 18 18 NO CROSSING 2 WHITE II RED II 1 R9 -3b 18 12 USE CROSSWALK 2 WHITE III BLACK PLAIN 12-8 SR15A(CA) - - - 1 12-9 R26(S)(CA) - - - 1 12-10 R5 -10A - - - 1 12-11 G92(CA) 48 30 FREEWAY ENTRANCE X 1 10 GREEN IV WHITE IV G27-2(CA) 24 24 ROUTE MARKER (10) 4 RED/BLUE III WHITE III M3-4 24 12 WEST 2 WHITE III BLACK PLAIN M6-2 21 15 DIRECTIONAL ARROW 2 WHITE III BLACK PLAIN 12-12 G77-4(CA)(MOD) 54 54 DIRECTIONAL GUIDE SIGN X 1 20 GREEN IV WHITE IV 12-13 R26(S)(CA) 12 18 NO STOPPING ANY TIME X 1 2 WHITE II RED II SHEET TOTAL 3 14 2 99 68 2 8 GRAND TOTAL 24 20 4 303 196 2 23 27 O L U V I Q T L 0 O r U X o J U 0 � O m ,I.- W a THIS PLAN ACCURATE FOR SIGN WORK ONLY. N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 84681000003.dg1 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 SIGN QUANTITIES NO SCALE SQ -3 PROJECT NUMBER & PHASE 0800000745 O 10 n I 0 ro X a REMOVE U Q LEGEND T PANEL MATERIAL SUMMARY (N) L 0 O BRIDGE NUMBER r U CONCRETE SIGN X o J U LEGEND GRAFFITI FILM 0 PANEL POST FURNISH INSTALL FURNISH INSTALL FURNISH 60" CIDH � O PANEL w �w ww LF EA EA Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10 14.8/15.5 345 566 �.Iavw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 OVERHEAD SIGN PANEL AND STRUCTURE QUANTITIES SIGN PANEL MATERIAL QUANTITIES (SIGNAL MOUNTED SIGNS) REMOVE BACKGROUND LEGEND PANEL MATERIAL SUMMARY (N) SIGN BRIDGE NUMBER CONCRETE SIGN PANEL BACKGROUND LEGEND GRAFFITI FILM N0. PANEL POST FURNISH INSTALL FURNISH INSTALL FURNISH 60" CIDH o wo w w �w PANEL w �w STATION DIRECTION LF EA EA S-2 SIZE TYPE SIGN SIGN SIGN SIGN LAMINATED SHEET LOCATION SIGN SO STRUCTURE STRUCTURE STRUCTURE STRUCTURE CONC PILE PANEL u v a a z �n- z �� o w a TOTAL CODE 2 (TUBULAR) (TUBULAR) (TRUSS) (TRUSS) (SIGN Fdn) SIGN L� w , , Lr o -i o -i Q w SIZE L SHEETING Horiz Vert SHEETING - ALUMINUM ALUMINUM LL1 w J wo � w0 ``� a Li COLOR UL] COLOR w c c O m O OLn _ �cn = O O� Gln F— d INCH INCH Z O n N �a w cn HQ w v7 ~ O n STATION DIRECTION ROUTE LB LB LB LB LF SOFT Horiz Vert Z n O o o CL <Y Q w C9 W o 0 � 0 W 0 A SD -1 787+77 FEBT I-10 G85-11(CA)(Mod) 204 100 II 10505 10505 - - 25 141.7 x GREEN IV WHITE IV w X B SD -2 798+00 FEBT I-10 G83-1(CA) 156 90 VII - - 14460 14460 23 97.5 x GREEN IV WHITE IV x X C SD -3 804+66 FWBT I-10 G83-5(CA) 168 90 II 9696 9696 - - 25 105.0 x GREEN IV WHITE IV - x D SD -4 817+24 FWBT I-10 G85-11CA) 204 100 III 11920 11920 - - 25 141.7 x GREEN IV WHITE IV 36 x TOTAL 32121 32121 14460 14460 98 485.9 - - 9 SIGN PANEL MATERIAL QUANTITIES (SIGNAL MOUNTED SIGNS) a THIS PLAN ACCURATE FOR SIGN WORK ONLY. 10N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 8468100C004.dgi RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I OVERHEAD SIGN REMOVAL QUANTITIES REMOVE BACKGROUND LEGEND FURNISH SHEET LOCATIuf� CIDH BRIDGE NUMBER CONCRETE SIGN SINGLE SHEET MOUNTED PILE STRUCTURE w w Li PANEL STATION DIRECTION LF EA EA S-2 785+62 EB 18 aSIGN Li S-3 800+58 EB SO FT 810+52 WB 1 S-4 813+83 WB 17 1 w a TOTAL w Uw 2 w `'Iz FRAMED UNFRAMED SIGN CODE PANEL SIZE L SHEETING - SHEETING - ALUMINUM ALUMINUM REMARKS COLOR UL] COLOR w c c c c m 7 ~ O v ~ O n - - M O - M - O Horiz Vert Z n O o � Q w <Y Q w C9 W o 0 � 0 W 0 in in w w o 0 0 0 R73-3(CA) 36 36 x - WHITE x BLACK x - - 9 - SEE ELECTRICAL SHEET E-1 R73-5(CA) 36 36 x - WHITE x BLACK x - - 9 - SEE ELECTRICAL SHEET E-3 R3-18 36 36 x - WHITE x BLACK/RED x - - 9 - SEE ELECTRICAL SHEET E-3 R61-17(CA) 48 30 - x WHITE x BLACK x - - - 20 SEE ELECTRICAL SHEET E-3 R61-13(CA)(Mod) 48 30 - x WHITE x BLACK x - - - 20 SEE ELECTRICAL SHEET E-5 R3-4 36 36 - x WHITE x BLACK/RED x - - 18 - SEE ELECTRICAL SHEET E-5 R3-18 36 36 x - WHITE x BLACK/RED x - - 9 - SEE ELECTRICAL SHEET E-5 R73-3(CA) 36 36 x - WHITE x BLACK x - - 9 - SEE ELECTRICAL SHEET E-7 R73-6(CA) 36 36 x - WHITE x BLACK x - - 9 - SEE ELECTRICAL SHEET E-7 TOTAL 72 4.0 a THIS PLAN ACCURATE FOR SIGN WORK ONLY. 10N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 8468100C004.dgi RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I OVERHEAD SIGN REMOVAL QUANTITIES UNIT 2232 SIGN QUANTITIES No �)(-ALE SQ -4 PROJECT NUMBER & PHASE 0800000745 O O _o ,o REMOVE (N) SHEET LOCATIuf� CIDH BRIDGE NUMBER CONCRETE SIGN MOUNTED PILE STRUCTURE (SIGN Fdn) SIGN STATION DIRECTION LF EA EA S-2 785+62 EB 18 1 S-3 800+58 EB 1 S-3 810+52 WB 1 S-4 813+83 WB 17 1 TOTAL 35 2 2 UNIT 2232 SIGN QUANTITIES No �)(-ALE SQ -4 PROJECT NUMBER & PHASE 0800000745 O O _o ,o x I om > w m a� n J z LLJ B Y J In W Q W = UD U x Ir Ir LL J U a � z z 0 0 a z a z `.D a C L m Lo Z o Ou Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 346 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 PAVEMENT STRUCTURE QUANTITIES BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 84681Opa00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 SUMMARY OF QUANTITIES NO SCALE Q-1 PROJECT NUMBER & PHASE 0800000745 o 0 o SHEET LOCATION ALIGNMENT STATION u LU a_ a> I a _ o M ww w a N a c- � LYC � w 1 co ma -D s cf D' a w w a w w > 0- CO vo az :�o I CO w In Q m w N a C D U)w NCr <CD -1 CD U Q w w w a z o U Z W atn LU `T J CO w u CL w F- F- z W LU Ir U W z> oa U CL U w >> w F- z In Q W z Ir> OOw u> wwa O� 0 CL = ~ z w I cn w W o� a- CL U<= w o 7 U W z w w r I I- w > w J owaa d w w I- Z w 0, u z w o cn U o Li atnlz J M QY a o U Y u a H TON TON TON CY CY CY CY SOYD CY SOYD CY TON TON C-71 x o WB I-10 MAINLINE - Lt 11I10" 776+08 TO 782+08 o 0 U 72 179 450 � O 0.27 ww C-71 TO C-74 n� I-10 MAINLINE MEDIAN "I10'' 776+08 TO 817+19 o N 788 1,961 4,507 2.94 C-72 EB I-10 MAINLINE - Rt '110 Imp" 787+59 TO 787+90 33 80 13 C-72 TO C-74 EB I-10 MAINLINE - Rt '110 Imp" 790+70 TO 811+15 1,735 262 1,122 651 1,626 4.86 5.18 C-72 WB I-10 MAINLINE - Lt '110 Imp" 788+12 TO 792+28 49 122 304 0.18 C-72 WB I-10 MAINLINE - Lt '110 Imp" 792+28 TO 794+17 209 501 84 C-73 TO C-74 WB I-10 MAINLINE & MVP - Lt ''I10 Imp" 801+21 TO 814+25 29 153 27 379 948 0.64 0.09 C-73 WB EXIT RAMP TERMINI "CI1" 800+75 TO 804+77 651 2,298 306 C-73 TO C-74 WB EXIT RAMP "CI1" 804+77 TO 814+27 1,565 391 486 2.92 2.92 C-74 WB EXIT RAMP GORE "CI1" 814+27 TO 817+24 465 1,128 187 C-72 TO C-73 WB LOOP ENTRANCE RAMP GORE ''Cl2" 794+17 TO 801+29 220 546 1,364 49 118 20 0.82 C-73 WB LOOP ENTRANCE RAMP "Cl2" 801+29 TO 811+35 2,427 607 754 4.52 4.52 C-71 TO C-72 WB ENTRANCE RAMP GORE 'CI3" 782+08 TO 788+08 99 246 615 171 410 68 0.37 C-72 & C-76 TO C-73 WB ENTRANCE RAMP "CI3" 787+60 TO 807+83 4,249 1,062 1,321 7.92 7.92 C-68 WB ENTRANCE RAMP - Lt (FORD DEALERSHIP) 'CI3" 796+09 TO 799+91 93 46 0.20 0.40 C-72 EB EXIT RAMP GORE ''CI4'' 787+90 TO 790+75 487 1,167 194 C-72 TO C-73 EB EXIT RAMP ''CI4" 790+75 TO 797+25 1,742 436 541 3.25 3.25 C-73 EB EXIT RAMP TERMINI "CI4" 797+25 TO 800+59 124 248 526 0.47 C-72 TO C-73 EB EXIT RAMP - Rt (Barr SLAB OVERLAY) 'CI4" 795+78 TO 800+42 42 0.08 C-73 TO C-74 EB ENTRANCE RAMP "CI5" 802+05 TO 811+10 2,247 562 699 4.19 4.19 C-73 EB ENTRANCE RAMP - Rt (Barr SLAB OVERLAY) 'CI5" 802+52 TO 806+39 35 0.06 C-74 EB ENTRANCE RAMP GORE "CI5" 811+10 TO 817+24 1 917 2,200 367 C-75 CITRUS Ave SOUTH OF OH "CI" 36+11 TO 46+79 4,273 2,897 8,69 11.59 C-63 CITRUS Ave - Rt (ARCO GAS STATION) "CI" 36+99 TO 39+09 35 47 28 C-62 CITRUS Ave - Lt (7/11 GAS STATION) "CI" 37+52 TO 38+14 20 10 0.04 0.09 C-73 CITRUS Ave AT I-10 EB RAMPS °CI" 47+92 TO 48+65 200 707 94 C-73 & C-76 CITRUS Ave NORTH OF OC "CI" 51+59 TO 61+94 4,370 2,963 8,89 11.85 C-73 CITRUS Ave AT CI1 - Rt (SPANDREL) "CI" 53+98 TO 54+56 19 33 C-76 CITRUS Ave - Rt (76 GAS STATION) "CI" 59+78 TO 61+41 45 22 0.10 0.19 C-76 CITRUS Ave - Lt (BEACON GAS STATION) "CI" 60+81 TO 61+77 46 23 0.10 0.20 C-75 BOYLE Ave CUL-DE-SAC "BO" 51+42 TO 54+66 363 181 0.77 1.55 C-74 WASHINGTON Ave CUL-DE-SAC "WA" 42+87 TO 45+47 323 161 0.69 1.38 TOTAL 1 23,527 3,135 1,767 11,3074,332 10,340 80 28 3,182 8,609 1,333 52.97 55.32 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 84681Opa00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 SUMMARY OF QUANTITIES NO SCALE Q-1 PROJECT NUMBER & PHASE 0800000745 o 0 o O � D I U Q T L O r U x o J Q o 0 U � O ww n� o N BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 84681Opa00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I i I UNIT 2232 SUMMARY OF QUANTITIES NO SCALE Q-1 PROJECT NUMBER & PHASE 0800000745 o 0 o x om > w m a� n J z LLJ B Y J In W aw = U n L' x IO N LL LL w J U a � z z 0 0 u a z w > a z `.D J C L m Lo ° z o O0 .A � Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 347 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 PAVEMENT STRUCTURE QUANTITIES SUMMARY LOCATION a W a- Q >- �� S v W a_ Q>- �� S: a o O W W 0 N a m CL CD W 02 c- m Q � U -- a w Y W Q. W W �m =m �Q Q Z 1 O S m w V) a m W H NQ U V7 W NI Q U J O U Q w w CC U Z o U Z W Q In W Q J m d U CL 7 W I- F- Z- W W 0C :5iZ U W Z> O¢ U d I- U w > C-- .. H ��z (n Q w Ir� OOw U U> W w Q D� O d = ~ z w � ~ W V'� WF- U Ir wQ- U U Q Z a- cr O -- U w z W J = w >-g J J 0 -- 0- Li w w z W U Z w O v U Q ZLi Q In w W< Q J m 61 Q O U. U Q I- - w g .. f] - TON TON TON TON TON CY CY CY CY SQYD CY SQYD CY TON TON I-10 MAINLINE - ''I10" / "I10 Imp'' 22.2 1,764 U 1,324 1,149 3,292 7,835 802+37.49 TO 242 581 97 8.89 5.27 WB EXIT RAMP - 'CI1" LOOP ENTRANCE RAMP 1,565 391 802+74.98 486 803+33.30 45 1 1 0.3 L-3 1,116 3,426 493 2.92 2.92 WB LOOP ENTRANCE RAMP - ''Cl2'' TO 2,427 607 220 754 546 1,364 ENTRANCE RAMP - Rt TO 49 118 20 5.34 4.52 WB ENTRANCE RAMP - "CI3" "CI" 4,342 1,062 99 1,367 246 615 BOYLE Ave AT RW 42 171 410 68 8.49 8432 EB EXIT RAMP - "CI4" 1,742 478 124 541 248 526 487 1,167 194 3.80 3.25 EB ENTRANCE RAMP - "CI5" 2,247 597 699 917 2,200 367 4.25 4.19 CITRUS AVENUE - "CI" 8,754 5,969 80 28 200 707 94 17.82 23.92 BOYLE AVENUE - "BO" 363 TOTAL 181 20,403 0.77 1.55 WASHINGTON AVENUE - "W A" 323 161 0.69 1.38 HMA DIKE 42.1 STAGE CONSTRUCTION QUANTITIES 1,584 1,019 3.54 14.16 TOTAL 42.1 25,111 3,135 1,767 1 12,326 4,332 10,340 80 28 3,182 8,609 1,333 56.51 69.48 PLACE HOT MIX ASPHALT DIKE U� SHEET LOCATION LOCATION T ALIGNMENT STATION TYPE C TYPE E LF LF TYPE F HMA (TYPE A) LF TON L-3 TO L-4 WB EXIT RAMP - Lt 816+12 "CI1" 805+95.57 TO 814+55,48 848 22.2 L-3 U WB LOOP ENTRANCE RAMP - Lt ''Cl2" 802+37.49 TO 802+74.98 O 37 0,5 L-3 ww WB LOOP ENTRANCE RAMP - Lt Cl2" 802+74.98 TO 803+33.30 45 1 1 0.3 L-3 & L-6 WB ENTRANCE RAMP - Lt ''Cl'' CI3" 802+51.25 TO 807+82.61 380 9.9 L-3 & L-6 I WB ENTRANCE RAMP - Rt TO "CI3" 802+72.21 TO 806+17.89 352 9.2 "CI" 47+92 TO 48+18 TOTAL C-75 BOYLE Ave AT RW 42 1 45 1580 37 42.1 U� SHEET LOCATION ALIGNMENT T ROCK BLANKET SOYD C-74 L O "CI1" 814+84 r U 816+12 418 C-72 x o J Q AT CI3 "CI3" o 0 U 793+39 472 C-72 CI4 GORE AREA � O TO 794+57 ww C-74 CI5 GORE AREA n� "CI5" 807+49 TO o N C-75 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 84681Opa00 ROCK BLANKET SUMMARY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 SUMMARY OF QUANTITIES NO SCALE 0-2 PROJECT NUMBER & PHASE 0800000745 o _o SHEET LOCATION ALIGNMENT STATION ROCK BLANKET SOYD C-74 I-10 CHANNEL AT C11 "CI1" 814+84 TO 816+12 418 C-72 I-10 CHANNEL AT CI3 "CI3" 788+13 TO 793+39 472 C-72 CI4 GORE AREA "CI4" 790+75 TO 794+57 750 C-74 CI5 GORE AREA "CI5" 807+49 TO 811+10 714 C-75 CITRUS Ave AT PASTOR PROPERTY ''Cl'' 39+48 TO 39+78 35 C-73 CITRUS Ave AT CI4 "CI" 47+86 TO 48+12 75 C-73 CITRUS Ave AT CI5 "CI" 47+92 TO 48+18 54 C-75 BOYLE Ave AT RW 42 "BO" 51+37 TO 51+48 10 SUBTOTAL 2,528 LANDSCAPE QUANTITIES 17,875 TOTAL 20,403 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 SUMMARY OF QUANTITIES NO SCALE 0-2 PROJECT NUMBER & PHASE 0800000745 o _o X om w m a n J z LLJ B� Y J In W Q W = U n L' x EO LL LL a_ J U a � z z 0 0 U z z a a z `.D a J C L m Lo ° z M 0 o u a SHEET LOCATION ALIGNMENT U L Q � STATION Y J z w .. U Q ZQ =w U w FENCE AND GATE SUMMARY CONCRETE BARRIER SUMMARY Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 348 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �otig( j JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL %c THE ACCURACY OR COMPLETENESS OF SCANNED 4 'of cnL tFa�� COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ADDENDUM 2 FAI SHEET SHEET LOCATION ALIGNMENT ALIGNMENT STATION Y J z w .. U Q ZQ =w U w Y J z .. w H =4 U cD � U c) Q z w z a O U a w U Z= J LU LLOO (Y LL m. Y J > z w O U :5Q Z LL=w tY U LL LL U Z Q -''z_ = a l] � z Q O a J �= J W UO tY - cD LF EA LF LF LF C-1 TO C-2 EXISTING I-10 - Lt LF LF LF LF 11I10" 776+08 TO 787+77 EXISTING I-10 MEDIAN 1168 776+08 C-2 TO C-3 Exist I-10 & CITRUS Ave - Lt 1I10"/11CI(E)" 787+67 TO 39+24 1677 C-2 TO C-3 EXISTING I-10 - Rt EXISTING I-10 MEDIAN "I10"/1I10 Imp'' 788+95 TO 800+29 817+19 1135 C-3 TO C-4 EXISTING I-10 - Rt "I10 Imp" 802+17 TO 817+17 C-2 1510 "I10 Imp" C-5 TO Exist CITRUS Ave & BOYLE Ave - Rt "CI(E)"/"BO" 23+33 TO 53+78 641 C-5 253 Exist CITRUS Ave - Lt "CI(E)" 23+35 TO 24+91 TO 800+47 190 C-3 & C-6 Exist CITRUS Ave - Rt "CI(E)" 36+38 TO 43+80 391 C-7 TO 1955 I-10 MEDIAN C-6 776+08 Exist CITRUS Ave - Lt 800+30 "CI(E)'' 44+00 TO 44+00 17 C-5 Exist BOYLE Ave - Rt C-9 "BO" 50+51 TO 51+54 800+30 TO 802+80 77 C-3 TO C-4 Exist WASHINGTON Ave - Lt 250 250 "WA's 38+26 TO 44+80 C-9 733 C-10 C-3 TO C-4 Exist WASHINGTON Ave - Lt TO 817+25 "WA" 38+58 TO 49+86 1170 C-7 13 5 I-10 MAINLINE - Lt C-9 11I10" 776+07.01 TO 776+07.40 12.04 1 TO 802+21 C-8 TO C-9 WB ENTRANCE RAMP - Lt 143 "CI3" 787+76.30 TO 796+08.68 843.59 C-10 C-9 WB EXIT RAMP - Lt WB ENTRANCE RAMP - Lt 814+50 TO "CI3" 802+34.02 TO 803+40.32 99.47 C-10 EB ENTRANCE RAMP - Rt "CI5" 812+29.07 TO 817+16.71 487.24 ''Cl2'' 801+01 TO 802+37 C-11 CITRUS Ave & BOYLE Ave - Rt 136 "CI"/"BO" 39+08.65 TO 53+78.51 517.93 C-7 C-9 & C-12 C-8 CITRUS Ave - Lt "I10"/"CI3" 776+07 "CI" 56+14.63 TO 59+81.63 1208 369.32 C-9 TO C-10 & C-12 WASHINGTON Ave - Lt & CITRUS Ave - Rt "WA"/"CI" 42+79.06 TO 59+72.69 1152.42 2 WB ENTRANCE RAMP - Lt "CI3" 788+18 C-10 792+50 WASHINGTON Ave - Rt "WA's 42+79.06 TO 43+84.29 127.69 434 C-10 C-8 WASHINGTON Ave - Lt WB ENTRANCE RAMP - Lt "WA" 42+79.06 TO 44+79.53 121.19 3 89 C-10 WASHINGTON Ave - Rt "WA" 47+03.09 TO 49+61.93 259.04 WB ENTRANCE RAMP - Lt ''CI3" C-11 TO CITRUS Ave - Rt 61 "CI" 44+47,29 TO 47+12,30 300,08 C-63 CITRUS Ave - Rt "CI" 39+08,61 787+60 13,00 789+50 20 TOTAL 3933.69 6 369.32 10276 17 CONCRETE BARRIER SUMMARY Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 348 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �otig( j JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL %c THE ACCURACY OR COMPLETENESS OF SCANNED 4 'of cnL tFa�� COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ADDENDUM 2 FAI SHEET LOCATION ALIGNMENT STATION TYPE 26A MODIFIED LF TYPE 60 LF TYPE 60C LF TYPE 60C -A MODIFIED LF TYPE 60D LF TYPE 60E TYPE 60GE TYPE 60 MODIFIED TYPE 736B ARCHITECTURAL TREATMENT (BARRIER) TUBULAR HAND RAILING REMOVE Conc BARRIER LF LF LF LF SOFT LF LF C-2 EXISTING I-10 MEDIAN "I10"/"110 Imp" 776+08 TO 791+35 1527 C-4 EXISTING I-10 MEDIAN "I10" 812+11 TO 817+19 513 C-2 EXISTING EB EXIT RAMP - Rt "I10 Imp" 787+60 TO 790+09 253 C-3 EXISTING EB EXIT RAMP - Rt "I10 Imp" 796+46 TO 800+47 391 C-7 TO C-9 I-10 MEDIAN "I10 Imp" 776+08 TO 800+30 2422 118 C-9 I-10 MEDIAN '110 Imp'' 800+30 TO 802+80 250 250 4 8 C-9 TO C-10 I-10 MEDIAN "I10 Imp'' 802+80 TO 817+25 1445 13 5 C-9 I-10 - Rt 1I10 Imp" 800+75 TO 802+21 143 C-10 WB EXIT RAMP - Lt "CI1" 814+50 TO 816+55 200 C-9 WB LOOP ENTRANCE RAMP - Lt ''Cl2'' 801+01 TO 802+37 136 C-7 TO C-8 I-10 & WB ENTRANCE RAMP - Lt "I10"/"CI3" 776+07 TO 788+18 1208 C-8 WB ENTRANCE RAMP - Lt "CI3" 788+18 TO 792+50 434 C-8 WB ENTRANCE RAMP - Lt "CI3" 792+50 TO 793+39 89 C-8 WB ENTRANCE RAMP - Lt ''CI3" 793+39 TO 794+00 61 C-8 I-10 & EB EXIT RAMP - Rt ''I10 Imp"/"CI4" 787+60 TO 789+50 190 C-8 TO C-9 EB EXIT RAMP - Lt "CI4" 795+04 TO 800+57 553 C-9 TO C-10 EB ENTRANCE RAMP - Lt "CI5" 802+46 TO 808+00 555 C-11 CITRUS AVENUE - Rt ''CI'l 39+09 TO 46+80 771 771 C-11 CITRUS AVENUE - Lt "CI" 41+18 TO 46+75 552 552 C-9 CITRUS AVENUE - Rt "CI'l 51+92 TO 54+41 268 268 TOTAL 1 1 591 X 1659 1 3867 89 1 279 250 250 1434 1108 2970 1 591 X- 2C iQ L X NOTE xQ'-� FOR ADDITIONAL QUANTITIES, PLEASE SEE RETAINING WALL QUANTITY SHEETS. o U 0 � O ww n� N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810pa00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2232 SUMMARY OF QUANTITIES NO SCALE 0-3 PROJECT NUMBER & PHASE 0800000745 X a i LOCATION ALIGNMENT U L Q � STATION Y _j z w .. U Q ZQ S w U LL FENCE AND GATE SUMMARY CONCRETE BARRIER SUMMARY Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 348 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �otig( j JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 SHEET SHEET LOCATION ALIGNMENT ALIGNMENT STATION Y _j z w .. U Q ZQ S w U LL Y J z .. w H =4 U C D. � U c) Q z w z a O U a w U Z= J L U LL U O c-- LL 07. Y J > z w O U :5Q Z LL S w cY U LL LL U Z Q -'' a l] � z Q O a J := J W U o tY -- M LF EA LF LF LF C-1 TO C-2 EXISTING I-10 - Lt LF LF LF LF SOFT LF 11I10" 776+08 TO 787+77 EXISTING I-10 MEDIAN "I10"/"110 Imp" 1168 TO C-2 TO C-3 Exist I-10 & CITRUS Ave - Lt 1I10"/11CI(E)" 787+67 TO 39+24 1677 1527 C-2 TO C-3 EXISTING I-10 - Rt EXISTING I-10 MEDIAN "I10" "I10"/1I10 Imp'' 788+95 TO 800+29 1135 C-3 TO C-4 EXISTING I-10 - Rt "I10 Imp" 802+17 TO 817+17 EXISTING EB EXIT RAMP - Rt 1510 787+60 C-5 790+09 Exist CITRUS Ave & BOYLE Ave - Rt "CI(E)"/"BO" 23+33 TO 53+78 641 C-5 C-3 Exist CITRUS Ave - Lt EXISTING EB EXIT RAMP - Rt "CI(E)" 23+35 TO 24+91 800+47 190 C-3 & C-6 Exist CITRUS Ave - Rt "CI(E)" 36+38 TO 43+80 C-7 TO C-9 1955 "I10 Imp" C-6 TO Exist CITRUS Ave - Lt "CI(E)'' 44+00 TO 44+00 17 C-5 Exist BOYLE Ave - Rt "BO" 50+51 TO 51+54 TO 802+80 77 C-3 TO C-4 Exist WASHINGTON Ave - Lt 250 "WA's 38+26 TO 44+80 C-9 TO 733 I-10 MEDIAN C-3 TO C-4 Exist WASHINGTON Ave - Lt 817+25 "WA" 38+58 TO 49+86 1170 C-7 I-10 MAINLINE - Lt C-9 11I10" 776+07.01 TO 776+07.40 12.04 1 802+21 C-8 TO C-9 WB ENTRANCE RAMP - Lt "CI3" 787+76.30 TO 796+08.68 843.59 C-10 C-9 "CI1" WB ENTRANCE RAMP - Lt TO 816+55 "CI3" 802+34.02 TO 803+40.32 99.47 C-10 EB ENTRANCE RAMP - Rt C-9 "CI5" 812+29.07 TO 817+16.71 487.24 801+01 TO 802+37 C-11 CITRUS Ave & BOYLE Ave - Rt "CI"/"BO" 39+08.65 TO 53+78.51 517.93 C-7 TO C-9 & C-12 I-10 & WB ENTRANCE RAMP - Lt CITRUS Ave - Lt 776+07 TO "CI" 56+14.63 TO 59+81.63 369.32 C-9 TO C-10 & C-12 WASHINGTON Ave - Lt & CITRUS Ave - Rt "WA"/"CI" 42+79.06 TO 59+72.69 1152.42 2 "CI3" 788+18 TO C-10 WASHINGTON Ave - Rt "WA's 42+79.06 TO 43+84.29 127.69 C-10 WASHINGTON Ave - Lt WB ENTRANCE RAMP - Lt "CI3" "WA" 42+79.06 TO 44+79.53 121.19 3 89 C-10 WASHINGTON Ave - Rt "WA" 47+03.09 TO 49+61.93 259.04 WB ENTRANCE RAMP - Lt ''CI3" 793+39 C-11 794+00 CITRUS Ave - Rt 61 "CI" 44+47,29 TO 47+12,30 300,08 C-63 C-8 CITRUS Ave - Rt I-10 & EB EXIT RAMP - Rt "CI" 39+08,61 TO 13,00 190 20 TOTAL 3933.69 6 369.32 10276 17 CONCRETE BARRIER SUMMARY Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 348 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPP�FEss �otig( j JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL COPIES OF THIS PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 SHEET LOCATION ALIGNMENT STATION TYPE 26A MODIFIED LF TYPE 60 LF TYPE 60C LF TYPE 60C -A MODIFIED LF TYPE 60D LF TYPE 60E TYPE 60GE TYPE 60 MODIFIED TYPE 736B ARCHITECTURAL TREATMENT (BARRIER) TUBULAR HAND RAILING REMOVE Conc BARRIER LF LF LF LF SOFT LF LF C-2 EXISTING I-10 MEDIAN "I10"/"110 Imp" 776+08 TO 791+35 1527 C-4 EXISTING I-10 MEDIAN "I10" 812+11 TO 817+19 513 C-2 EXISTING EB EXIT RAMP - Rt "I10 Imp" 787+60 TO 790+09 253 C-3 EXISTING EB EXIT RAMP - Rt "I10 Imp" 796+46 TO 800+47 391 C-7 TO C-9 I-10 MEDIAN "I10 Imp" 776+08 TO 800+30 2422 1187 C-9 I-10 MEDIAN '110 Imp'' 800+30 TO 802+80 250 250 458 C-9 TO C-10 I-10 MEDIAN "I10 Imp'' 802+80 TO 817+25 1445 1325 C-9 I-10 - Rt "I10 Imp" 800+75 TO 802+21 143 C-10 WB EXIT RAMP - Lt "CI1" 814+50 TO 816+55 200 C-9 WB LOOP ENTRANCE RAMP - Lt ''Cl2'' 801+01 TO 802+37 136 C-7 TO C-8 I-10 & WB ENTRANCE RAMP - Lt "I10"/"CI3" 776+07 TO 788+18 1208 C-8 WB ENTRANCE RAMP - Lt "CI3" 788+18 TO 792+50 434 C-8 WB ENTRANCE RAMP - Lt "CI3" 792+50 TO 793+39 89 C-8 WB ENTRANCE RAMP - Lt ''CI3" 793+39 TO 794+00 61 C-8 I-10 & EB EXIT RAMP - Rt '110 Imp"/"CI4" 787+60 TO 789+50 190 C-8 TO C-9 EB EXIT RAMP - Lt "CI4" 795+04 TO 800+57 553 C-9 TO C-10 EB ENTRANCE RAMP - Lt "CI5" 802+46 TO 808+00 555 C-11 CITRUS AVENUE - Rt ''CI'l 39+09 TO 46+80 771 771 C-11 CITRUS AVENUE - Lt "CI" 41+18 TO 46+75 552 552 C-9 CITRUS AVENUE - Rt "CI'l 51+92 TO 54+41 268 268 TOTAL 1 591 X 1659 3867 89 279 250 250 434 1108 2970 1 591 X- 2C iQ L X NOTE Q'-� FOR ADDITIONAL QUANTITIES, PLEASE SEE RETAINING WALL QUANTITY SHEETS. o U 0 � O Ww n� N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810pa00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2232 SUMMARY OF QUANTITIES NO SCALE 0-3 PROJECT NUMBER & PHASE 0800000745 o 0 0 x I om w m a� n J z LLJ J In W Q W = UD U x Ir 0 LL LL Ln J U a � z z 0 0 u a D > a z `.D a C � Ln Z O u IRRIGATION QUANTITIES SUMMARY SHEET LOCATION ALIGNMENT STATION SPRINKLER CONTROL CONDUIT BRIDGE LF WATER METER EA 8" Bit Ctd CSP CONDUIT (,064" THICK) NPS 3 SUPPLY LINE (BRIDGE) LF LF C-73 CITRUS AVENUE OVERCROSSING "CI" END CAP (TYPE TC) 48+85 TO 52+70 783 LF EA EA EA EA EA C-75 CITRUS AVENUE - Rt "CI" 40+64 791+32 1 812+11 - C-76 CITRUS AVENUE - Rt "CI" O 57+78 1 C-2 TO C-3 EXISTING EB EXIT RAMP - Rt C-73 WB EXIT RAMP - Lt "CI1" 796+46 801+40 N 1 o 119 C-2 TO C-3 EXISTING EB EXIT RAMP - Lt "I10 Imp" 795+37 IRRIGATION CROSSOVER (LANDSCAPE QUANTITIES) 536 526 C-3 EXISTING WB ENTRANCE RAMP - Rt "I10 Imp" 799+61 IRRIGATION CROSSOVER (STRUCTURE QUANTITIES) 783 145 C-3 EXISTING EB ENTRANCE RAMP - Lt "I10 Imp" 801+49 TO TOTAL - 7's3 536 783 METAL BEAM GUARD RAILING SUMMARY Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14,8/15,5 349 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESSJotig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.- OR xp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sp CIVIL P THE ACCURACY OR COMPLETENESS OF SCANNED a� of CAL COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 SHEET LOCATION ALIGNMENT ALIGNMENT LB CY CY STATION N) TYPE OF MBGR (WOOD POST) ALTERNATIVE IN-LINE TERMINAL SYSTEM ALTERNATIVE FLARED TERMINAL SYSTEM TERMINAL ANCHOR ASSEMBLY TYPE SET)TYPE TRANSITION RAILING WB) END CAP (TYPE A) END CAP (TYPE TC) REMOVE MBGR LAYOUT LF EA EA EA EA EA EA LF C-2 TO C-4 EXISTING I-10 MEDIAN "I10 Imp" 791+32 TO 812+11 - � O 2078 C-2 TO C-3 EXISTING EB EXIT RAMP - Rt "I10 Imp" 795+29 TO 796+46 - N o 119 C-2 TO C-3 EXISTING EB EXIT RAMP - Lt "I10 Imp" 795+37 TO 800+72 - 526 C-3 EXISTING WB ENTRANCE RAMP - Rt "I10 Imp" 799+61 TO 801+91 - 145 C-3 EXISTING EB ENTRANCE RAMP - Lt "I10 Imp" 801+49 TO 805+48 - 391 C-3 EXISTING EB ENTRANCE RAMP - Rt "I10 Imp" 801+61 TO 805+36 - 295 C-3 I-10 MAINLINE - Lt "I10 Imp" 801+55 TO 802+42 - 89 C-4 I-10 MAINLINE - Lt "I10 Imp" 813+73 TO 814+48 - 26 C-9 I-10 MAINLINE - Lt "I10 Imp" 804+59 TO 805+32 16B 37.50 1 1 C-10 WB EXIT RAMP / I-10 MAINLINE - Lt "CI1"/''I10" 816+52 TO 817+82 12B 68.75 1 1 1 C-9 WB LOOP ENTRANCE RAMP - Lt ''Cl2'' 802+37 TO 803+12 12B 12.50 1 1 1 C-8 WB ENTRANCE RAMP - Rt ''CI3'' 793+88 TO 794+63 16B 37.50 1 1 C-8 TO C-9 WB ENTRANCE RAMP - Lt 'CI3" 794+00 TO 796+13 12A 137.50 1 1 1 C-8 EB EXIT RAMP - Lt ''CI4'' 792+70 TO 794+32 12A - 1 1 1 C-9 EB ENTRANCE RAMP - Rt "CI5" 802+99 TO 803+74 16B 37.50 1 1 C-10 EB ENTRANCE RAMP - Rt "CI5"/''I10" 810+18 TO 818+37 - 800.00 1 1 TOTAL 1131.25 2 5 3 5 1 4 3669 RETAINING WALL (TYPE 5) QUANTITIES SHEET LOCATION ALIGNMENT BAR REINFORCING STRUCTURAL PERVIOUS STEEL CONCRETE BACKFILL STATION MATERIAL (RETAINING WALL) RETAINING WALL Ret WALL LB CY CY Q T C-64 CITRUS AVENUE ''Cl'' 38+98 742 18 1.6 r U TOTAL 1 742 18 1.6 O L V I U Q T L O r U x o J Q o 0 U � O ww n� N o BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810pa00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I UNIT 2232 SUMMARY OF QUANTITIES NO SCALE 0-4 PROJECT NUMBER & PHASE 0800000745 o 0 0 x x L 0 r U J x o U EARTHWORK QUANTITIES SUMMARY LOCATION ALIGNMENT STATION ROADWAY EXCAVATION CY (N) ROADWAY EMBANKMENT CY ROADWAY EXCAVATION (TYPE Y-1) (AERIALLY DEPOSITED LEAD) CY IMPORTED BORROW CY CITRUS AVENUE "CI" 36+10.97 TO 61+93.26 3,773 83,956 RAMP "I10 Imp" WB EXIT RAMP "CIV" 800+68.94 TO 817+44.12 3,180 6,366 195 TOTAL WB LOOP ENTRANCE RAMP "Cl2'' 794+17.19 TO 811+34.97 19,107 1,782 JOINT JOINT WB ENTRANCE RAMP "CI3'' 782+07.62 TO 807+82.54 1,356 16,527 1,557 807+56 EB EXIT RAMP "CI4" 787+89°55 TO 800+91.65 2,945 1,628 94 "(E)CI" EB ENTRANCE RAMP "CI5'' 802+09.91 TO 817+24.00 615 4,278 547 WB INSIDE WB LOOP ENTRANCE RAMP ''Cl2'' - - 37+14 776+08 11,396 5,576 11,290 4,385 BETWEEN WB RAMPS 'Cl2" & "CI3" - - I-10 MAINLINE MEDIAN 9,087 6,317 333 TO BETWEEN WB RAMPS "CI1" & "CIE" - - 3,986 199 4,131 5,924 1,719 "I10 I-10 MAINLINE '110 Imp" 776+07.62 TO 817+24.58 34,949 367 556 EB BOYLE Ave CUL-DE-SAC "BO" 51+25.55 TO 54+49.39 51 82 8,358 2,966 WASHINGTON Ave CUL-DE-SAC "WA" 42+86.49 TO 45+47.42 337 3 800+73 TO TOTAL 3,078 22 C-3 TO 90,927 132,806 5,001 36,878 NOTE: ROADWAY EXCAVATION AND EMBANKMENT ONLY, SEE Ret WALL SHEETS AND DRAINAGE SHEETS FOR STRUCTURAL EXCAVATION AND BACKFILL° PAVEMENT JOINTS AND GRINDING SUMMARY EXISTING FACILITIES Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10/ 14,8/15,5 350 566 S_Iayw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPROFEss�aN� ,e JEFFREY c KIM 06-28-11 C63106 m PLANS APPROVAL DATE NO' A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED q�F of cnLiFOP��. COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 MINOR CONCRETE (MINOR STRUCTURE) SUMMARY SHEET LOCATION ALIGNMENT STATION CONCRETE ANCHOR BLOCK CY C-9 WB LOOP ENTRANCE RAMP - Lt SEAL SEAL GRIND (E) REPAIR C-3 EXISTING WB ENTRANCE RAMP "I10 Imp" SUBTOTAL 2.8 800+92 13,318 PAVEMENT ISOLATION CONCRETE SPALLED TOTAL 309.4 LOCATION ALIGNMENT 804+09 STATION 810+90 11,627 JOINT JOINT PAVEMENT PAVEMENT C-4 EXISTING EB ENTRANCE RAMP "I10 Imp" 802+16 TO 807+56 8,002 JOINT EXISTING CITRUS Ave "(E)CI" 36+44 TO 38+58 4,682 LF LF SQYD SQYD WB I-10 MAINLINE AND WB RAMP GORE AREAS ''I10'' 37+14 776+08 TO 817+19 11,290 4,385 5,487 274 WB I-10 MAINLINE MEDIAN "I10 Imp" 787+35 TO 817+25 3,967 2,989 3,986 199 WB I-10 MAINLINE MEDIAN "I10 Imp" 787+35 TO 817+25 3,885 29990 3,986 199 EB I-10 MAINLINE AND EB RAMP GORE AREAS "I10 Imp" 787+59 TO 817+24 8,358 2,966 3,954 198 WB EXIT TAMP TERMINI "CI1" 60+82 800+73 TO 804+77 3,078 22 C-3 TO EB EXIT RAMP TERMINI "CI4" 39+00 797+25 TO 800+59 2,428 383 C-4 CITRUS Ave AT EB RAMPS "CI" "WA" 47+92 TO 48+65 1,017 283 TOTAL 50,403 34,023 13,996 17,413 870 EXISTING FACILITIES Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10/ 14,8/15,5 350 566 S_Iayw 03-24-11 REGISTERED CIVIL ENGINEER DATE oPROFEss�aN� ,e JEFFREY c KIM 06-28-11 C63106 m PLANS APPROVAL DATE NO' A THE STATE OF CALIFORNIA OR ITS OFFICERS ti Exp. %y OR AGENTS SHALL NOT BE RESRONSIBLE FOR sr CIVIL a THE ACCURACY OR COMPLETENESS OF SCANNED q�F of cnLiFOP��. COPIES OF T111I5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 MINOR CONCRETE (MINOR STRUCTURE) SUMMARY SHEET LOCATION ALIGNMENT STATION CONCRETE ANCHOR BLOCK CY C-9 WB LOOP ENTRANCE RAMP - Lt "CIE" 802+32.00 2.8 C-2 TO C-3 EXISTING WB ENTRANCE RAMP "I10 Imp" SUBTOTAL 2.8 800+92 13,318 DRAINAGE QUANTITIES 306.6 C-3 TO TOTAL 309.4 SHEET LOCATION ALIGNMENT STATION OBLITERATE SURFACING SOFT REMOVE CONCRETE (C & G) REMOVE Ret WALL REMOVE CONCRETE SIDEWALK LF LF LF C-2 TO C-3 EXISTING WB ENTRANCE RAMP "I10 Imp" 794+57 TO 800+92 13,318 C-3 TO C-4 EXISTING WB EXIT RAMP "I10 Imp" 804+09 TO 810+90 11,627 C-3 TO C-4 EXISTING EB ENTRANCE RAMP "I10 Imp" 802+16 TO 807+56 8,002 C-3 EXISTING CITRUS Ave "(E)CI" 36+44 TO 38+58 4,682 C-3 Exist WASHINGTON Ave CUL-DE-SAC "(E)CI"/"WA" 37+14 TO 38+57 5,234 C-3 & C-5 TO C-6 EXISTING CITRUS Ave "CI" 36+14 TO 61+50 1,790 1,719 C-63 EXISTING CITRUS Ave - Rt "CI" 39+09 20 C-66 EXISTING CITRUS Ave - Rt "CI" 59+74 19 C-65 EXISTING CITRUS Ave - Lt "CI"j 60+82 22 C-3 TO C-4 Exist WASHINGTON Ave CUL-DE-SAC "WA" 39+00 TO 41+58 5,789 C-4 Exist WASHINGTON Ave CUL-DE-SAC "WA" 41+96 TO 42+87 1,751 TOTAL 50,403 1,790 61 1 ,71 9 a �o tui 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810pa00 RELATIVE BORDER SCALE 0 2 3 IS IN INCHES IIIII UNIT 2232 00 � W H ~ 0 a � I � W a � o� SUMMARY OF QUANTITIES�0 NO `_ :ALE oO PROJECT NUMBER & PHASE 0800000745 x om w m a n J z LLJ Bl Y J In W aw = UD U x Ir LL LL a_ J U a � z z 0 0 z a z >- u u C J m L Lo Z o o u a V ALIGNMENT U T L Q Z � TYPE B1-6 CURB CY FONTANA C & G CY Dist COUNTY ROUTE TOTAL PROJECT J No. SHEETS 08 SBd 10// 14.8/15.5 351 566 S.Iauti 03-24-11 REGISTERED CIVIL ENGINEER DATE oPPOFESs Jatig( JEFFREY Fc KIM 06-28-11 No C63106 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR ITS OFFICERS Exp. %y OR AGENTS SHALL NOT BE RESRONS/BLE FOR sr CIVIL c THE ACCURACY OR COMPLETENESS OF SCANNED a� OF CAL COPIES OF THJ5 PLAN SHEET. SANBAG TY LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET STE 12C SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 MINOR CONCRETE (MISC CONSTRUCTION) SUMMARY SHEET LOCATION ALIGNMENT STATION TYPE A2-6 C & G CY TYPE B1-6 CURB CY FONTANA C & G CY FONTANA C & G CY FONTANA CURB CY FONTANA CURB CY TYPE E PCC DIKE CY RETAINING CURB CY CURB RAMP SIDEWALK DRIVE APPROACH DRIVEWAY PCC MEDIAN CY CY CY CY CY L-5 CITRUS AVENUE - Lt "CI" 36+14.31 TO 46+75.35 53 87 L-5 CITRUS AVENUE MEDIAN "CI" 36+63.94 TO 46+74.66 65.0 C-75 CITRUS AVENUE MEDIAN "CI" 36+63.94 TO 39+59.90 9 L-5 CITRUS AVENUE - Rt "CI" 36+94.65 TO 46+79.46 51 89 C-62 CITRUS AVENUE - Lt (7/11 GAS Sta) ''Cl'' 37+52.44 TO 38+14.25 1 3 12 C-63 CITRUS AVENUE - Rt (ARCO GAS Sta) ''Cl'' 37+57.12 TO 38+06.69 2 4 15 L-3 & L-6 CITRUS AVENUE - Lt "CI" 51+58.40 TO 57+84.35 37 L-3 CITRUS AVENUE - Rt "CI" 51+70.77 TO 54+47.71 18 30 L-3 CITRUS AVENUE MEDIAN "CI" 52+43.75 TO 54+67.09 13 L-3 & L-6 CITRUS AVENUE MEDIAN "CI" 55+07.38 TO 61+51.00 38 C-76 CITRUS AVENUE MEDIAN "CI" 58+36.37 TO 61+51.00 9 L-3 & L-6 CITRUS AVENUE - Rt CI" 55+39.71 TO 61+88.80 33 56 L-6 CITRUS AVENUE - Lt "CI" 59+49.15 TO 61+88.18 13 C-66 CITRUS AVENUE - Rt (76 GAS Sta)''Cl'' 60+12.66 TO 61+72.84 2 14 L-3 WB EXIT RAMP - Rt "CI1" 801+03.57 TO 805+00.00 12 L-3 WB LOOP ENTRANCE RAMP - Rt 'Cl2" 807+00.00 TO 811+19.45 12 L-2 TO L-3 I-10 & WB LOOP Ent RAMP - Lt ''I10 Imp''/"Cl2" 787+60.39 TO 797+58.00 13 C-68 WB Ent RAMP - Lt (FORD DEALER) ''CI3'' 796+08.70 TO 799+91.29 19 0.4 C-60 BOYLE Ave CUL-DE-SAC ''BO" 51+40.29 TO 53+26.14 19 C-61 WASHINGTON Ave CUL-DE-SAC ''WA'' 42+85.05 TO 44+90.00 17 C-53 CITRUS Ave AT SLOVER Ave - Rt "CI" 36+29.11 1 C-54 CITRUS Ave AT CI4 - Lt "CI" 48+01.42 1 1 C-54 CITRUS Ave AT CI5 - Rt "CI" 48+05.63 1 4 C-54 CITRUS Ave AT CI5 - Rt "CI" 48+16.06 1 C-54 CITRUS Ave AT CI5 & OC - Rt "CI" 48+52.49 1 4 C-55 CITRUS Ave AT Cl2 - Rt "CI" 54+33.07 1 C-55 CITRUS Ave AT CI1 - Rt "CI" 55+53,92 1 C-56 CITRUS Ave AT VALLEY Blvd - Lt "CI" 61+78,26 2 5 C-56 CITRUS Ave AT VALLEY Blvd - Rt ICI'l 61+82.08 2 C-64 CITRUS Ave - Lt "CI" 38+44,05 3 11 C-64 CITRUS Ave - Lt "CI" 39+30.67 3 3 4 35 C-57 CITRUS Ave - Rt "CI" 57+52.36 4 C-57 CITRUS Ave - Rt "CI" 58+43.78 4 C-65 CITRUS Ave - It (BEACON GAS Sta) "CI" 61+10.27 6 C-58 BOYLE AVENUE - Lt ''BO" 51+87,17 2 2 C-58 BOYLE AVENUE - Lt ''BO'' 53+03.92 1 2 C-59 WASHINGTON AVENUE - Lt ''WA's 42+87.70 3 10 C-59 WASHINGTON AVENUE - Lt ''WA'' 43+30,35 4 2 C-59 WASHINGTON AVENUE - Lt ''WA's 44+54.80 3 5 ITEM TOTAL 101 75 36 123 6 65.4 13 2 11 286 75 67 18 SUBTOTAL 878.4 LANDSCAPE QUANTITIES (MINOR CONCRETE - CURB) 115 RETAINING WALL QUANTITIES (MINOR CONCRETE - GUTTER) 81 TOTAL 1074.4 N O r U J X o U 0 � O ww n� N 0 BORDER LAST REVISED 7/2/2010 USERNAME ->TY LIN-Riv DGN FILE => 846810pa00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 SUMMARY OF QUANTITIES NO SCALE 0-6 PROJECT NUMBER & PHASE 0800000745 O O 0 ro �o X X X X I �m } W OJ aU o Jz W Y U� U JN W aW = UD U 01 0 Uj a N J J Y z a 0 U ~ z W m z J Ln 0 0 a z 0 X Q U Ll Dist COUNTY I ROUTE TOTAL PROJECT No. SHEE' 73q' -q" 08 SBd 10 14.8/15.5 352 566 (Measured along "RW41" LOL) f� �/-)I 9 07/23/10 FESSr Begin Wal I Top of Wall End Well R IS ERED CIVIL ENGINEER DATE pao °Na�� c Brett Makle z 6/28/11 "C66397 PLANS APPROVAL DATE NO' {, --- - - - - - - - ' _1. _ -_- - - THE STATE OF CALIFORNIA OR ITS OFFICERS Exp.CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR st �c App r 0x 0 G o Ion g THE ACCURACY OR COMPL ETENE55 OF SCANNED 4Tf OF CAL, N Datum E I ev 1060.00 FG "RW41 " L 0 L COPIES OF THIS PLAN SHEET. 10+00 11+00 1 2+00 13+00 14+00 15+00 16+00 17+00 S T.Y. LIN INTERNATIONAL 117 700 W W 3 3R RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 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 BACKFILL BRIDGE SURCHARGE AND WALL BO -3 BRIDGE DETAILS 33-1 RETAINING WALL TYPE 1 H=4'THROUGH 30' B3-8 RETAINING WALL DETAILS NO. 1 B3-9 RETAINING WALL DETAILS NO. 2 B11-47 CABLE RAILING B11-51 TUBULAR HAND RAILING B11-54 CONCRETE BARRIER TYPE 26 Begin Wall Ste 10+00.00 "RW41" LOL= Ste 39+61.98 'Cl" Line 47.59 Lt BC Ste 10+58.81 "RW41" LOL= Sta 40+20.37 "CI" Line 49.15 Lt --LNO1 - '59 - ---------- 36"W 10+00 11+00 N0007'48" W 40+00 BC Ste 40+11.25 DEVELOPED ELEVATION (MIRRORED 1"=30'-0" INDEX TO RETAINING WALL PLANS SHEET NO. TITLE R-1 GENERAL PLAN A T R-2 RETAINING WALL PLAN NO. 1 R-3 RETAINING WALL PLAN NO. 2 R-4 RETAINING WALL PLAN NO. 3 R-5 RETAINING WALL PLAN NO. 4 R-6 RETAINING WALL PLAN NO. 5 R-7 MISCELLANEOUS DETAILS NO. 1 R-8 MISCELLANEOUS DETAILS NO. 2 PLAN SYMBOLS - Section Identification STANDARD PLAN SHEET N0. DETAIL NO. B3-1 LOLL 3" "RW41" LOLL Top of Wall U) 0) L 0 7'-0" SW ---Tubular Hand 6'-4" / Railing B11-51 83-1 LOL / 3" Vert face � at curb & gutter "RW41" LOL Top of Wal l FG Curb and gutter, see X-6 Fractured I �--� C Rib Texture u Concrete Barrier BII-54 a c Type 26A (Mod) 0 N L o Weep hole and g0-3 0 pervious FG backf i I I 3-1 Retaining Wall Type 1 B3-1 J TYPICAL SECTION 1/4"=1 '-0" Ste 10+00.00 to 11+60.51 "RW41" LOL Note: For Typical Section from Ste 11+60.51 to Ste 11+69.06 "RW41" LOL, see R-8. Fractured Rib Texture x R A T C: O 1150.00 09014'12" m 185.39 O2 1150.00 N C m 92.95 185.49 O3 o 04007'27" 50.87 101.70 � FG� __ Cable Railing B11-47 oCFor grading, :sok �eC see G-5 Retaining wall gutter B3-9 -Weep hole and pervious BO -3 backf i I I Q:1) - Retaining Wall Type 1 B3-1 TYPICAL SECTION /4'=1 -0" Ste 11+69.06 to 17+34.33 "RW41" LOL UPRR R/W i ------1 "RW41" LOL --- 1 R/W --------------- Existing wingwall EC Ste 11+60.51 "RW41" LOL=----------- --------- to remain Ste 41+17.79 'Cl" Line --- ------------------ 51.56 Lt -------------- 17+00 i ------------------- N0402 16+00 ;. 4'4 7"W 15+00 End Wal I 14+00 Toe of slope 2:1 or Ste 17+34.33 "RW41" LOL= 13+00 flatter Sto 46+96.34 CI Line 12+60 - /-Top of slope 119.05 Lt _ � w n A A A A 41+00 PRC Ste 41+96.64 42+00 w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q BORDER LAST REVISED 7/2/2010 USERNAME ->$USER DGN FILE => $REQU 43+00 Sidewalk, see X-7 PLAN 1 "=30'-0" RELATIVE BORDER SCALE IS IN INCHES 44+00 Citrus Avenue OH, see "BRIDGE PLANS" "CI" Line Nnn°nR'n5"W 45+00 46+00 CURVE DATA No. R A T L O 1150.00 09014'12" 92.90 185.39 O2 1150.00 09014'30" 92.95 185.49 O3 1412.96 04007'27" 50.87 101.70 0 2 3 I I I I I I I UNIT 2232 47+00 NOTE: 00 FOR ACCURATE RIGHT OF WAY DATA, CONTACT o 0 RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. a a �w a01� RETAINING WALL 41 GENERAL PLAN g R-1 0 PROJECT NUMBER & PHASE 0800000745 X a� =N. 0 m w m to © > w w U) Cr >LLJ w a 0 DEVELOPED ELEVATION (MIRRORED) I/8'.=1 '-0'• Di.tj COUNTY I ROUTE ITOTAL PROJECT = No. SHEE1 08 SBd 10 14.8/15.5 353 566 �� S4 07/23/10 �OFESSIO R IS ERED CIVIL ENGINEER DATE w m Brett Mokle �I 6/28/11 w No. C66397 PLANS APPROVAL DATE THE STATE OF CAL /FORNI4 OR ITS OFFICERS 4 Exp. ,> OR AGENTS SHALL NOT BE RE51'0N5I6LE FOR sT CIVIL P ,- THE ACCURACY OR COMPLETENESS OF SCANNED 01 CALIF COPIES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 NOTE: 1. For "SECTION A -A", see R-7. ADDENDUM 3 I LIMITS OF PAYMENT FOR EARTHWORK Z Barrier Type 26A (Mod) Barrier Tyvpe 26A (Mod) parapet (Typ) PLAN sidewalk (Typ) /8"=1 '-011 Q Z � O v � QI J X o Q c U o L� + O w THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o a o N BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 84681 Oga00 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I UNIT 2232 �a o� ;o N•• N � N � II II p p w w � F 0 O p J J a a Fw M RETAINING WALL 41 p o � RETAINING WALL PLAN NO. 1 w0 �o R-2 Qo PROJECT NUMBER & PHASE 0800000745 NTS Note: Earthwork limits in addition to A62B LEGEND Structure Excavation (Retaining Wall) ® Structure Backfill (Retaining Wall) O O Ln Ln N C J L U O �a o� ;o N•• N � N � II II p p w w � F 0 O p J J a a Fw M RETAINING WALL 41 p o � RETAINING WALL PLAN NO. 1 w0 �o R-2 Qo PROJECT NUMBER & PHASE 0800000745 DEVELOPED ELEVATION (MIRRORED) /B"=1 -0.. Z Dist COUNTY ROUTE POST MILES SHEET TOTA TOTAL PROJECT No. SHEE' 08 SBd �10 14.8/15.5 353 566 D( /) 1 s` 07/23/10 FESS10 R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 THE STATE OF CALIFORNIA OR ITS OFF/CERS Exp. CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED 7f av CALI�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 NOTE: 1. For "SECTION A -A", see R-7. q- 1 L F LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits in addition to A626 LEGEND Structure Excavation (Retaining Wall) ® Structure Backfill (Retaining Wall) to 0 Ln Ln m c J C U t a a Z 0 x Q U w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q w BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE _> $REQU ST Barr ierType 26A (Mod) Barrier Type 26A (Mod) parapet (Typ) PLAN sidewalk (Typ) /B"=1 -0.. RELATIVE BORDER SCALE 0 1 23 IS IN INCHES I i I i I I UNIT 2232 a � RETAINING WALL 41 RETAINING WALL PLAN NO. 1 wo .0 R-2 0 PROJECT NUMBER & PHASE 0800000745 Limits of Limits of Concrete Barrier T pe 26A Cable Railing & Tubular Hand Railing X X X X I w m aU o JZ W E'U Y U U JN W aw = UD U 01 0 V) ui W a V) N J w J Y a a 0 U~ Z w W m H Z Q H J Ln N Z O U ljw vvccP'Iulc, lYT� BO -3 B3-8 3-1 Datum Elev 1060.00 12+00 13+00 DEVELOPED ELEVATION (MIRRORED) I/8"=1 '-0•' Di.tj COUNTY I ROUTE ITOTAL PROJECT ' No. SHEE' 08 SBd 10 14.8/15.5 354 566 D/-)1 -, 07/23/10 QaOVESSIO R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 Exp. THE STATE OF CAL N07 B A E ITS OFFICERS C I V I L OR AGENTS SHALL NOT BE RESPONS/BLE FOR st �c LVE ACCURACY OR COMPLETENESS OF SCANNED 4TP OF MI N COP/ES OF THIS PLAN SHEET. SANBAG T. Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 NOTE: 1. For modified Type 1 wall details, see R-8. w 26 (Mod), see C-80 o <- Z PLAN II �w z � o0 a a J � W RETAINING WALL 41 00 o j o a THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY RETAINING WALL PLAN . w o �o V R-3 ab �o BORDER LAST REVISED 7/2/2010 USERNAME ->$USER DGN FILE => $REOUEST RELATIVE BORDER SCALE 0 2 3 IS IN INCHES I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000745 x I W m aU o JZ W E'Y U� U JN W aw = UD U X 0O ui w a V) N w w J J Y a a Z 0 U~ Z w W m H Z J N Z O U X U Typ B3-8 BO -3 3-1 iDatum Elev 1060.00 14+00 DEVELOPED ELEVATION (MIRRORED) 1/8'.=1 1-0.1 2:1 or flatter, a z 0 PLAN X J w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REOU RELATIVE BORDER SCALE 0i 2 3 IS IN INCHES I I I I I UNIT 2232 Dist COUNTY I ROUTE ITOTAL PROJECT ' No. SHEE' 08 SBd 10 14.8/15.5 355 566 D/ -)I s` 07/23/10 QaaFESSIO R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE N, C66397 THE Exp. STATE OF CAL/PORN/A OR ITS OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED 7f av MI�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 RETAINING WALL 41 20 RETAINING WALL PLAN NO. 3 wo .0 R-4 0 PROJECT NUMBER & PHASE 0800000745 x I W m aU o JZ W E'U Y U U JN W Q W UD U U x 0O ui w a V) N w w J J Y a a Z 0 U~ Z w C � W m H Z I H LnLn O U x a z 0 x Q U Ll O O O N t L4 N C J L U O l yp \ �- B3-8 (Datum Elev 1060.00 15+00 16+00 DEVELOPED ELEVATION (MIRRORED) /8"=1 1-01. w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REOU PLAN /B"=1 -0.. RELATIVE BORDER SCALE 0i 2 3 IS IN INCHES I I I I I I UNIT 2232 Dist COUNTY I ROUTE ITOTAL PROJECT ' No. SHEE' 08 SBd 10 14.8/15.5 356 566 D/ -)I s` 07/23/10 QaaFESSIO R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE N, C66397 THE Exp. STATE OF CAL/PORN/A OR ITS OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED 7f av MI�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 RETAINING WALL 41 RETAINING WALL PLAN NO. 4 R-5 PROJECT NUMBER & PHASE 0800000745 1.1 Lenath alone LOL PI 72'-0" 14' 96'-0" 72'-0" 24'-0" 24'-0" 24'-0" oy h. � Top of well �o 48'-0'' 24'-0" 14'-4" 10' 6' 4' r End Wall 24 -0'24 -0" ted, lb o � `elV o0 `v\� �0 <�lPJ - ---- ----- -- ---------- - ----- 0 N Elev 1082.64 J Elev 1080.64 Elev 1081.64 a)i Elev 1079.47 FG Approx OG C B Footing step, along "RW41" LOL Weephole, Typ Typ J ' u BO -3 B3-8 } 3-1 0 (Datum Elev 1060.00 17+00 DEVELOPED ELEVATION (MIRRORED) /8"=1 -0" i a Z 0 x Q U THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q �~ V w BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE _> $REQU ST -N� PLAN /8"=1 -0„ RELATIVE BORDER SCALE 0 1 23 IS IN INCHES i I I ngwal I ', / to remain, see r "BRIDGE PLANS" � 1 I. � 1 'I I. 1 1 'I I. � 1 V UNIT 2232 Dist COUNTY I ROUTE I POST MILES SHEET TOTA TOTAL PROJECT No. SHEE' 08 SBd 10 14.8/15.5 357 566 07/23/10 FESS10 R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 No. C66397 PLANS APPROVAL DATE THE STATE OFCAL N07 B A ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR st �c THE ACCURACY OR COMPLETENE55 OF SCANNED 47f av CALIN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 NOTE: 1. For "SECTION B -B", see R-7. a � RETAINING WALL 41 00 RETAINING WALL PLAN NO. 5 wo .0 R-6 0 PROJECT NUMBER & PHASE 0800000745 x x x I W aJ H QU JZ W E'U Y U U JN W aw UD U U 01 O N UJ UJ 0- Z:) N J W J Y z a Z 0 U ~ z a' W m z Z Q Ln z Z U U Finished arade Cap-typ. See Note 2 Backface of Retaining Well 3" Slotted Plastic Pipe. See Note 2 I Deta i I "A" 4" 0 drain Geocomposite Drain Tee Connection Deta i I "B" I 3" Unslotted Plastic Pipe I 3" min. WALL SECTION SECTION A -A 10 mil Polyethylene gond to Filter Fabric sheet wrap around A A Dcomposite Drain E M Bond 6" to wall. — Cut hole for 3" pipe .b Level or sloped toward wall — Cement Treated 1'-0'' Permeable Base DETAIL "A" DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale Alternative to bridge detail BO -3 NOTES: 3 t 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 Yt above finished grade. 2. Geocomposite drain, cement treated permeable base, and a ® 3" slotted plastic pipe continuous behind retaini,N wall. z 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. x Q U 0 w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REOU NOTES: SECTION A -A 3/4"=1'-0" Z Fractured Rib_ valley, Note 1 INI 2, Dle location of weakened plane nsion joints. back face of well sholl extend to )f gutter. Do not Stain gutter. Face of wall -Well Reinf FRACTURED RIB TEXTURE DETAIL RELATIVE BORDER SCALE IS IN INCHES No Scale 0 2 3 I I I I I I Dist COUNTY I ROUTE ITOTAL PROJECT ' No. SHEE' 08 SBd 10 14.8/15.5 358 566 D/ -)I s` 07/23/10 QaaFESSIO R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 Exp. THE STATE OF CAL NOr BE E ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR st �c THE ACCURACY OR COMPLETENE55 OF 5CANNEO 4Tf or Cn��N COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ww SECTION B -B �� II %4"=1 '-0" w 00 a aJ a � RETAINING WALL 41 CD MISCELLANEOUS DETAILS NO. 1 w o O R-7 0 UNIT 2232 I PROJECT NUMBER & PHASE 0800000745 r CD 0 w � o v > See > W w H Note 1 � a See Note 2 J O J W U � W Q x x I W aJ H QU JZ W E'U Y U U JN W aw UD U U 01 O N UJ UJ 0- Z:) N J W J Y z a Z 0 U ~ z a' W m z Z Q Ln z Z U U Finished arade Cap-typ. See Note 2 Backface of Retaining Well 3" Slotted Plastic Pipe. See Note 2 I Deta i I "A" 4" 0 drain Geocomposite Drain Tee Connection Deta i I "B" I 3" Unslotted Plastic Pipe I 3" min. WALL SECTION SECTION A -A 10 mil Polyethylene gond to Filter Fabric sheet wrap around A A Dcomposite Drain E M Bond 6" to wall. — Cut hole for 3" pipe .b Level or sloped toward wall — Cement Treated 1'-0'' Permeable Base DETAIL "A" DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale Alternative to bridge detail BO -3 NOTES: 3 t 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 Yt above finished grade. 2. Geocomposite drain, cement treated permeable base, and a ® 3" slotted plastic pipe continuous behind retaini,N wall. z 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. x Q U 0 w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REOU NOTES: SECTION A -A 3/4"=1'-0" Z Fractured Rib_ valley, Note 1 INI 2, Dle location of weakened plane nsion joints. back face of well sholl extend to )f gutter. Do not Stain gutter. Face of wall -Well Reinf FRACTURED RIB TEXTURE DETAIL RELATIVE BORDER SCALE IS IN INCHES No Scale 0 2 3 I I I I I I Dist COUNTY I ROUTE ITOTAL PROJECT ' No. SHEE' 08 SBd 10 14.8/15.5 358 566 D/ -)I s` 07/23/10 QaaFESSIO R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 Exp. THE STATE OF CAL NOr BE E ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR st �c THE ACCURACY OR COMPLETENE55 OF 5CANNEO 4Tf or Cn��N COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 ww SECTION B -B �� II %4"=1 '-0" w 00 a aJ a � RETAINING WALL 41 CD MISCELLANEOUS DETAILS NO. 1 w o O R-7 0 UNIT 2232 I PROJECT NUMBER & PHASE 0800000745 x I W m aU o JZ W E'Y U� U JN W aW UD U U x 0 w 0- Z:) r N W J J Y a a z 0 U ~ Z W a' � m Z J N 0 x Varies 0" to 1'-2/2.' RW41" LOL 83-1 LOL 3" Barrier LOL Concrete Barrier Type 26A (Mod) #5 x 5'-1 0'' @ 9 0 3'-0" #7.'� @9 M "RW41" LOL Varies Barrier LOL Concrete Barrier Type 26 (Mod), see C-80 Dist COUNTY I ROUTE ITOTAL PROJECT ' No. SHEE' 08 SBd /�10 14.8/15.5 359 566 D( I s` 07/23/10 9— ESSIO R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 { THE STATE OF CALIFORNIA OR ITS Exp. OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED 7f av MI�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 O 1 #5 �� @ 1 2 i Varies 1"-21/2" to 1 1 /2" I I I I I 1 Note 2 #5 Cont, Tot 2 Bock face batter varies 1/2:12 to vertical Wall Reinforcement, Typ-t I — Note: Not all reinforcement shown for clarity. For reinforcement and footing dimensions not shown, Retaining wall 1'-11" Max see and for Design H = 18'. Type 1 B3-1 811-54 B3-1 Tubular Hand 811-51 SECTION A -A SECTION B -B Railing 7'-0" SW Limits Of— Concrete Barrier Wall Type 26A (Mod) #5 @ 12 Stondard Type 1 c Limits of T e 1 Woll Standard Type 1 Wall Modified yP Limits of #4 @ 18 Limits Of Railing - Coble �� 00 Continue standard reinf Type 1 Wall @ wall front face, Reinforcement, Typ maintain 2'' Clr S� 7 68 "RW41 " LOL \ xp ,/"60 A —_—_---_ Back face of —) Note 4 wall stem, Typ BO -3 Wall Expansion 3-4 Joint Type 1 Wall l0 — Reinforcement, Typ -------------�-- Barrier LOL 2" Cir Inside face ofd Concrete Barrier parapet a Limits of Concrete w Back of Concrete Barrier T Limits of Barrier Sidewalk Type 26A (Mod) fi- Barrier Type Ype 26 (Mod) a see C-80 z MODIFIED TYPE 1 WALL PLAN U 0 THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q BORDER LAST REVISED 7/2/2010 USERNAME ->$USER DGN FILE => $REOU RELATIVE BORDER SCALE IS IN INCHES RET Curb and gutter, see X-7 i 2 bundle #4, 0 Tot 4 M #4 Tot 2 #11, Tot 2 #4 @ 18—j ARRIER TYPE 26A (MOD) DETAIL /2"=1 '-0-- Note: -0"Note: Reinforcement shown is in addition to standard reinforcement except as noted. For details not shown, see 811_5 NOTES: 1. Footing not shown for clarity. 2. Modify Type 26 (Mod) footing to fit. 3. Not all reinforcement shown for clarity. For reinforcement not shown see 83 1 4. Hook typical wall back face longitudinal reinforcement. 0 2 3 I I I I I I UNIT 2232 a � RETAINING WALL 41 00 MISCELLANEOUS DETAILS NO. 2 32: o .0 R-8 0 PROJECT NUMBER & PHASE 0800000745 X Ere 206'-4/g" (Measured along Wall "RW42" LOL) Begin End Wo I I �. T-- --C Ul- I I Wa I I STANDARD PLANS (DATED MAY 2006) A10A ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) A10B ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2) A10C SYMBOLS (SHEET 1 OF 2) A10D SYMBOLS (SHEET 2 OF 2) A62B LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE SURCHARGE AND WALL BO -3 BRIDGE DETAILS B3-1 RETAINING WALL TYPE 1 H=4' THROUGH 30' B3-8 RETAINING WALL DETAILS NO. 1 B3-9 RETAINING WALL DETAILS NO. 2 B11-47 CABLE RAILING _^PLAN SYMBOLS — Section Identification STANDARD PLAN SHEET N0. DETAIL NO. CURVE DATA No. R Ip T L 1O 1150.00 1 09014'29" 1 92.95 185.49 Begin Wall Sto 10+00. Sto 42+64. 118.30 Rt 1 a Z 0 w_ X Q U w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q w w BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE _> $REQUEST I V*VV NN' -- 'j I I *VV I L*VV "RW42" LOL DEVELOPED ELEVATION 1 "=20'-0" 3 41+ ine 43+00 "Cl" Line INDEX TO RETAINING WALL PLANS SHEET N0. TITLE R-9 GENERAL PLAN R-10 RETAINING WALL PLAN NO. 1 R-11 RETAINING WALL PLAN NO. 2 R-12 MISCELLANEOUS DETAILS 1 44+00 to 43+82.1 Line N00008'05"W Sidewalk, see X-7 Angle Break Top of slope Sto 10+48.52 "RW42" LOL= Sto 43+04.44 "Cl" Line 2:1 or Angle Break 97.96 Rt + flatter Sto 11+66.96 "RW42" LOL= LOL= Sta 44+15.87 'CI' Line ne Toe of slope 105.57 Rt ,w N04°55'53"E End Wall o'p2 Al Sta 12+06.34 N20 Sto 11+00 �jgo 129.32 +Rt .29 "RW42" LOL S6= C LUL= Line Dist COUNTY I ROUTE ITOTAL PROJECT ' No. SHEE' 08 SBd 10 14.8/15.5 360 566 D/ -)I sv 07/23/10 QaaFESsr°N R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 { THE STATE OF CALIFORNIA OR ITS Exp. OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED 7f av MI�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Cable Railing 81� ',,2For grading ee G-5 T >r/a� a/ - 0r Weep hole (13� and pervious backf11 Retaining Wall Type 1 /1'.,:-' B3-1 LOL Ar 3'' "RW42" LOL Top of FG Wall I I Fractured Rib Texture x N C a1 C)) L C a > Q FG TYPICAL TYPICAL SECTION 1/4"=1'-0" F PLAN�X 1 "=20'-0" 00 II II 00 00 a aJ � w a � RETAINING WALL 42 GENERAL PLAN w o O R-9 0 RELATIVE BORDER SCALE IS IN INCHES I I 2 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 I I I I I x a + z o X - a m � x o- Begin Wall z Sto 10+00. a a Ci= m z LL a O a z o v � QI J x o c U 0 L` �o 10+00 w THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o a o N BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 84681Ogb00 3-1 DEVELOPED ELEVATION 1/81=i -0 11 2:7 or flatter ''RW42" LOL Toe of slope E PLAN I/B"=1 '-0•' RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I RW footing, Typ UNIT 2232 Di.tj COUNTY I ROUTE ITOTAL PROJECT I = I S4E1 08 SBd 10 14.8/15.5 361 566 �� S4 07/23/10 �OFESSIO R IS ERED CIVIL ENGINEER DATE w m Brett Mokle 6/28/11 w No. C66397 PLANS APPROVAL DATE THE STATE OF CAL /FORNI4 OR ITS OFFICERS 4 Exp. OR AGENTS SHALL NOT BE RE51'0N5I6LE FOR sT CIVIL P ,- THE ACCURACY OR COMPLETENESS OF SCANNED 01 eAFIF � COPIES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 * ADDENDUM 3 o� LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits in addition to A62B LEGEND Structure Excavation (Retaining Wall) ® Structure Backfill (Retaining Wall) RETAINING WALL 42 RETAINING WALL PLAN NO. 1 R-10 PROJECT NUMBER & PHASE 0800000745 00 J J a a w w H g O � 1--F,..-.-, 'JY 3-1 DEVELOPED ELEVATION B =1 -0 2:1 or flatter a Z 0 w_ x Q U w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q w w BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE _> $REQUEST Dist COUNTY I ROUTE ITOTAL PROJECT ' No. SHEE' 08 SBd 10 14.8/15.5 361 566 D/ -)I s` 07/23/10 QaaFESSIO REIQ IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE N, C66397 THE STATE OF CALIFORNIA OR ITS Exp. OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED 7f av MI�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 1 F LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits in addition to A62B LEGEND Structure Excavation (Retaining Wall) ® Structure Backfill (Retaining Wall) PLAN 00 w w 00 a aJ � w a � RETAINING WALL 42 RETAINING WALL PLAN NO. 1 w o O R-10 0 �o RELATIVE BORDER SCALE IS IN INCHES I I 2 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 i I i i I X , i i i , , — . -Ai " DEVELOPED ELEVATION PLAN /8"=1 1-0.1 a Z 0 X Q U w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q w BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE _> $REQU ST RELATIVE BORDER SCALE 0 i 2 3 IS IN INCHES I i i I i I SECTION A—A %411=1'-0.1 UNIT 2232 Dist COUNTY I ROUTE I POST MILES SHEET TOTA TOTAL PROJECT No. SHEE' 08 SBd 10 14.8/15.5 362 566 D/ -)I s` 07/23/10 QaaFESS10N R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 { THE STATE OF CALIFORNIA OR ITS Exp. OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED 7f av CALI�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 NOTES: 1. For Fractured Rib Texture details, see R-12. 2. Stain on back face of wall shall extend to bottom of gutter. Do not stain gutter. a� RETAINING WALL 42 20 RETAINING WALL PLAN NO. 2 w o .0 R-11 0 PROJECT NUMBER & PHASE 0800000745 X X X X o > W See > w Note 1 w � � a W 0 U W K Q 7 I w m aU o JZ w Y U� U JN W Q W UD U U 01 0 V) Ld w Vr N w J J Y a a 0 U ~ z W a' � m z a J z 0 See Note 2 M. Finished Cradle Cap-typ. See Note 2 Backfoce of Retaining Wall I 3" Slotted Plastic Pipe. I See Note 2 I Detail "A" 4'' 0 drain Geocomposite Drain I I Tee Connection Detail "B" t 3" Unslotted Plastic Pipe 3" min. WALL SECTION SECTION A -A 10 mil Polyethylene gond to Filter Fabric sheet wrap around A A Dracomposite E i+> Bond 6" to wo11. Cut hole for 3" pipe — .b o Level or sloped toward wall Cement Treated 1'-0" Permeable Base DETAIL "A" DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale BO -3 ALTERNATIVE TO BRIDGE DETAIL 3-1 THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REOU un T r r . 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"t above finished grade. 2. Geocomposite drain, cement treated permeable base, and 3" 0 slotted plastic pipe continuous behind retaining wall. 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. RELATIVE BORDER SCALE 0i 2 3 IS IN INCHES I I I I I I � Fractured Rib_ valley, Note 1 \NI Dist COUNTY I ROUTE ITOTAL PROJECT ' No. SHEE' 08 SBd 10 14.8/15.5 363 566 D/ -)I s` 07/23/10 QaaFESSIO R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 { THE STATE OF CAL NOr BE ITS OFFICERS Exp. OR AGENTS SHALL NOT BE RESPONSIBLE CIVIL FOR st �c THE ACCURACY OR COMPLETENE55 OF SCANNED 47f av MI�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Wall Reinf Face of wall FRACTURED RIB TEXTURE DETAIL No Scale Note: 1. Permissible location of weakened plane and expansion joints. UNIT 2232 RETAINING WALL 42 MISCELLANEOUS DETAILS PROJECT NUMBER & PHASE 0800000745 R-12 1.1 Citrus Avenue OC 555'-3y8'' Bridge No. 54-0538 (Measured along "RW792E" LOL) x i Begin Wall Approx OG along Top of End Wall _----- ----RW792E LOL Wall Datum Elev 1070.00 FG 10+00 11+00 12+00 13+00 14+00 15+00 I om } w m aU o Jz w Y U� U JN W Q W UD U U x 0O rr w 0- Z:) N J W J Y z a z 0 U ~ z w a' W m z I J Ln Ln 0 x DEVELOPED ELEVATION (MIRRORED) STANDARD PLANS 1"=30'-0" (DATED MAY 2006) A10A ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) A10B 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 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 H=4'THROUGH 30' B3-8 RETAINING WALL DETAILS No. 1 B3-9 RETAINING WALL DETAILS No. 2 B11-47 CABLE RAILING PLAN SYMBOLS — Section Identification STANDARD PLAN SHEET N0. DETAIL NO. N890 31 '49"E Wall Begin R Sto 10+00.00 T "RW792E" LOL= O Sta 802+21.81 48°21'28'' "CIT" Line 8.44 52.45 Lt 10.00 48007'42" 4.47 8.40 10+00 Citrus Avenue OC L Abut 1 141.48 802+00 a a 0 Na z 0 x Q U Ll BC Sto 10+40.12 "RW792E" LOL= Sto 802+61.92 "C15" Line 51.16 Lt PRC Sto 10+48.56 "RW792E" LOL= Sto 802+69.27 "CI5" Line 47.56 Lt PRC Sto 10+56.96 "RW792E" LOL= Sto 802+76.58 "CIT" Line 43.96 Lt 11+00 � . . . 1,2+0 2:1 or 3 flatter Top of slo e N87041'10"E 804+00 803+00 w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q BORDER LAST REVISED 7/2/2010 USERNAME ->$USER DGN FILE => $REOU INDEX TO RETAINING WALL PLANS SHEET N0. TITLE R-13 GENERAL PLAN R-14 RETAINING WALL PLAN NO. 1 R-15 RETAINING WALL PLAN NO. 2 R-16 RETAINING WALL PLAN NO. 3 R-17 RETAINING WALL PLAN NO. 4 R-18 ARCHITECTUAL DETAILS NO. 1 R-19 ARCHITECTUAL DETAILS NO. 2 R-20 ARCHITECTUAL DETAILS NO. 3 R-21 DRAINAGE DETAILS EC Sto 11+98.44 "RW792E" LOL= Sto 804+17.87 "CI5" Line 36.70 Lt S88°32'57"E "RW792E" LOL Toe of slope 13+00 14 805+00 PLAN 1"=30'-O" RELATIVE BORDER SCALE IS IN INCHES 806+00 End Wall Sto 15+55.32 "RW792E" LOL= Sto 807+73.98 "CI5" Line 1 3.27 Lt A-15+00 JLJ 807+00 808+00 - "CI5" Line CURVE DATA No. R A T L O 10.00 48°21'28'' 4.49 8.44 O2 10.00 48007'42" 4.47 8.40 O3 4933.00 01°38'36" 70.75 141.48 0 2 3 I I I I I I I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT ' No. SHEE' 08 SBd 10 14.8/15.5 364 566 D/ -)I �s5 07/23/10 QaaFESsr°N R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 Exp. THE STATE OF CAL/FORNIA OR ITS OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENE55 OF SCANNED 47f av CALI�pN COPIES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Cable Railing 411-4 RW LOLI Top of Wal l F. i Architectural Treatment (Type C) x ar c Concrete Barrier L U) Type 60D C) a \ > a) C) � � FG � I Concrete Barrier Type 736B, see C-9 FG O< � k�0� For grading, see G-3 Retaining wall g3-9 gutter Weep hole and pervious g0-3 _= Retaining Wall Type 1 B3-1 TYPICAL SECTION I/4"=1 '-0" RETAINING WALL 792E GENERAL PLAN R-13 PROJECT NUMBER & PHASE 0800000745 X a� =N. 0 m w m In © > w w U) Cr > w w < Q 0 I om } o w m o Qo Q Q W ro V O U V N X O o � L > O � � W O d t � � - J � J y � a Q Z `} O L U % Z LLj c m C Z O Q F- a J L Z O y Citrus Avenue OC Abut 1 footing I 10+00 11+00 a +. z X x o x x o- In 10+00 0 - � I z I + w E r -----------------------J � Q o d I 0 L U Q �z� N U � xQI J o c U 0 L� �o Begin Wall Sto 10+00 "RW792E" LOL DEVELOPED ELEVATION (MIRRORED) /8"=1 '-0.1 RW footing, Typ 10 Concrete Barrier io Type 60D, Typ io Ln+ 11+00 C �2:1 or Toe of slope � flatter L w THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o a o N BORDER LAST REVISED 7/2/201C USERNAME =>TY LIN-Riv DGN FILE => 846.81Ogc00 PLAN 1/811=1 - 0' RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2232 I� 0 .m Di.tj COUNTY I ROUTE ITOTAL PROJECT No. SHEE1 08 SBd 10 14.8/15.5 365 566 �� S4 07/23/10 �OFESSIO R IS ERED CIVIL ENGINEER DATE w m Brett Mokle �I 6/28/11 w No. C66397 PLANS APPROVAL DATE THE STATE OF CAL /FORNI4 OR ITS OFFICERS 4 Exp. ,> OR AGENTS SHALL NOT BE RE51'0N5I6LE FOR sT CIVIL P ,- THE ACCURACY OR COMPLETENESS OF SCANNED 01 eAFIF � COPIES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 AD ADDENDUM 3 0 0 0 Ln + 2,_0„ 72' 0" J L U I 0 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Eorthwork limits in addition to A62B LEGEND Structure Excavation (Retaining Wall) ® Structure Backfill (Retaining Wall) RETAINING WALL 792E RETAINING WALL PLAN NO. 1 R-14 PROJECT NUMBER & PHASE 0800000745 o a rn N N N II II p p 00 J J a a w w H g O � 10+00 11+00 DEVELOPED ELEVATION (MIRRORED) /B..=1 -0.. Begin Citrus Avenue OC W all Abut 1 footing Sta 10+00.00 RW792E LOL "RW792E" LOL I 10+00 ------------- �2.1 or Toe of slope ---- flatter i Q z N0 X J Q U w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q w w BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE _> $REQUEST Concrete Barrier Type 60D, Typ 11+0+000 Y Y PLAN /8"=1 '-0.. RW footing, Typ RELATIVE BORDER SCALE 0 i 2 3 IS IN INCHES I I i I UNIT 2232 Di.tj COUNTY I ROUTE ITOTAL PROJECT ' No. SHEE' 08 SBd 10 14.8/15.5 365 566 D/ -)I s` 07/23/10 QaaFESSIO R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 THE Exp. STATE OF CAL/PORN/A OR ITS OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED 7f av MI�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 1 � 1 IF � 1 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits in addition to A62B LEGEND ® Structure Excavation (Retaining Wall) ® Structure Backfill (Retaining Wall) Q � RETAINING WALL 792E o0 RETAINING WALL PLAN NO. 1 wo .0 R-14 0 PROJECT NUMBER & PHASE 0800000745 x Datum Elev 1070.00 12+00 13+00 DEVELOPED ELEVATION (MIRRORED) I/8"=1 -o.. lk 2.1 or TVG VI JIVNc flatter a Z 0 w_ x Q U w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q w w BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE _> $REQUEST Dist COUNTY I ROUTE I POST MILES SHEET TOTA TOTAL PROJECT No. SHEE' 08 SBd 10 14.8/15.5 366 566 D/ -)I sv 07/23/10 QaaFESS10N R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE N, C66397 THE STATE OF CALIFORNIA OR ITS Exp. OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED 7f av CALI�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 PLAN 00 00 a aJ � w a � RETAINING WALL 792E RETAINING WALL PLAN NO. 2 w o O R-15 0 �o RELATIVE BORDER SCALE Q 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 IS IN INCHES I i I i I i x I W m H QU JZ W E'U Y U U JN W Q W = UD U x 0 ui W a V) N w w J J Y a a z 0 U~ z w W m z J Ln N Z O U x a z 0 w_ x Q U Li 4 O O O M + Q a) C •J .c U I 0 Datum Elev 1070.00 14+00 DEVELOPED ELEVATION (MIRRORED) /8"=1 I - O.. Top of slope w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REOU �. I -1 — — -r.. flutter PLAN /8"=1 '-01. RELATIVE BORDER SCALE 0i 2 3 IS IN INCHES I I I I I I UNIT 2232 Dist COUNTY I ROUTE ITOTAL PROJECT ' No. SHEE' 08 SBd 6 10 14.8/15.5 367 56 D/ -)I s` 07/23/10 QaaFESSIO REIQ IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE N, C66397 THE Exp. STATE OF CAL/PORN/A OR ITS OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED 7f av MI�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 RETAINING WALL 792E RETAINING WALL PLAN NO. 3 R-16 PROJECT NUMBER & PHASE 0800000745 a Z 0 w_ x Q U Ll I � vvi I I — I yp� vvv Datum Elev 1070.00 15+00 DEVELOPED ELEVATION (MIRRORED) /B"=1 '-O, 4 "RW792E" LOL of0 0 v c i X2:1 or -j ITop of slope Iflatter �I A�A A A A A A +, °I w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q w w BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE _> $REQUEST RW footing, Typ x OG along 2E" LOL Dist COUNTY I ROUTE ITOTAL PROJECT ' No. SHEE' 08 SBd 10 14.8/15.5 36 6 8 56 D/ -)I s` 07/23/10 QaaFESSIO R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 THE Exp. STATE OF CAL/PORN/A OR ITS OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED 7f av MI�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 15+00 Toe of slope PLAN a 00 w w 00 a aJ � w a � RETAINING WALL 792E RETAINING WALL PLAN NO. 4 w o O R-17 0 �o RELATIVE BORDER SCALE IS IN INCHES I I 2 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 i I i i I Citrus Avenue OC 392'-111/2" Limits of payment for Architectural Treatment (Type C) Bridge No. 54-0538 (Measured along "RW792E" LOL) 1\ Begin Wall Approx OG along xTop of Wall 'RW792E" LOL --------------- Match Groove Lines to abutment - -- FG Datum EIev 1070.00 10+00 11+00 12+00 13+00 14+00 15+00 0 r w > ARCHITECTURAL TREATMENT KEYMAP- DEVELOPED ELEVATION (MIRRORED) LU w 1 "=30'-0" N > W oMatch Groove Lines to abutment i Lim r w m aU o Jz w �U Y U� U J V7 W Q W = U0 U x N > W 0- U) U) w J J Y z Q Z g O �7: ~ U~ z W m z z I J Ln Ln z z O U x Distj COUNTY I ROUTE ITOTAL PROJECT No. SHEE� 08 SBd /(�J 10 14.8/15.5 369 1 566 Y ( ' 07/23/10 Qa05ESS10N R IS ERED CIVIL ENGINEER DATE �0 41 Brett Makle c 6/28/11 m C66397 PLANS APPROVAL DATE NO' a THE STATE OF CAL TFORNTA OR TTS OFF/CERS is Exp.— OR xp OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sr CIVIL \p THE ACCURACY OR COMPLETENESS OF SCANNED 4Tf C, �A�tF°PN COP/ES OF T1115 PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 1. See R-19 for typical motif elevations. 2. For "SECTION A -A" and "SECTION B -B", see R-20. 3. For "DETAIL 1", see R-20. Concrete Barrier Type 60D 0 0 ----------- ------------- - Co ---------------------------------------------------------------------------------------------------------------------- ---------- ------------------------------- -- - a) c J LIU 0 (Datum EIev 1070.00 13+00 14+00 15+00 a z 0 L� x Q U w w ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REOU DEVELOPED ELEVATION (MIRRORED) i..=101-0.. RELATIVE BORDER SCALE 0t 2 3 IS IN INCHES I i i I i I UNIT 2232 RETAINING WALL 792E ARCHITECTUAL DETAILS NO. 1 R-18 PROJECT NUMBER & PHASE 0800000745 Abbreviated Motif A Motif B Motif A Motif B Motif A Motif B Motif A 32'-11 /2" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" ` A B Concrete Barrier Insertion Insertion Insertion Top of Insertion Type 60D Insertion Insertion Insertion Point 2 1� Point 1 Point 3 Wall Point 2 Point 3 Point 2 Point 3 Elev 1092.15 1 Elev 1091.80 Elev 1092.15 Elev 1092.15 Elev 1092.15 Top reveal Elev 1092.15 Elev 1092.15 . 1 0 69i ,o uT — — - --- - 00 rttm -- -- 111 + C I __J 6A.-- DETAIL 1 J � i U 0 Datum Elev 1070.00 10+00 11+00 12+00 DEVELOPED ELEVATION (MIRRORED) 1 "=10'-0" NOTES: 1. See R-19 for typical motif elevations. 2. For "SECTION A -A" and "SECTION B -B", see R-20. 3. For "DETAIL 1", see R-20. Concrete Barrier Type 60D 0 0 ----------- ------------- - Co ---------------------------------------------------------------------------------------------------------------------- ---------- ------------------------------- -- - a) c J LIU 0 (Datum EIev 1070.00 13+00 14+00 15+00 a z 0 L� x Q U w w ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REOU DEVELOPED ELEVATION (MIRRORED) i..=101-0.. RELATIVE BORDER SCALE 0t 2 3 IS IN INCHES I i i I i I UNIT 2232 RETAINING WALL 792E ARCHITECTUAL DETAILS NO. 1 R-18 PROJECT NUMBER & PHASE 0800000745 x Y-0 Typ Grid Spacing x i pm w 1-0 JZ �U U� J V aw U0 r m W Y U W = U VO N > w 0 - Ln J a o J Y a 3'-0", Typ z U.1 m Grid Spacing a H J Insertion U Point 4 X a Z 0 L� x Q U Motif A 48'-0" a Cn C) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 "N I I I I I I I I I I I I I I I I M L I I I I I I I I CD I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _B I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I+ I I I I I I I I I I I I I I I I + I I I I I I 1 nsertion Point 2 Insertion Point 1 Fluted Fin Texture, Typ TYPICAL MOTIF A ELEVATION II =1 •-0.' Motif B m 0_ c 48'- 0 o "a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0 T' I I I I I I I I I I I I I I I"� •L I i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I — I I I I I I I I I I I I + I I I I I I I I I I I I I I I ---- ----� ----�----I---- ---- — — — — I —————— —— T — ——— —�------- I --- T — —— ----- G I I + I I I I I I I + I I I I I I I I I I I ----1----L----1----J----1----L----L----'---- -- ——--——L----L----I--J----1--- ---- D I I I I i I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I nsertion Point 3 TYPICAL MOTIF B ELEVATION w w ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME ->$USER DGN FILE => $REOU /4' =1 -0.. Fluted Fin Texture, Typ RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I I I I I I Distj COUNTY I ROUTE ITOTAL PROJECT No. SHEE� 08 SBd 10 14.8/15.5 370 566 �(' 1 07/23/10 QaoFEss10N R IS ERED CIVIL ENGINEER DATE �o a� _ Brett Mokle c 6/28/11 C66397 PLANS APPROVAL DATE NO' a THE STATE OF CALIFORNIA OR TTS OFF/CERS is Exp ,> OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sr CIVIL \p THE ACCURACY OR COMPLETENESS OF SCANNED 4Tf pF. �A��F°PN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Motif C 24•-0" a o 3'-0", Typ 1 2 3 4 5 6 7 8 a 0 U, Grid Spacing I I I I I I I I I"1 L I I I I I I I _A I I I I I I I I I I I I I I I I I I I I I I I + I I I I I I I --'-----L- ----- --- -----'-----I- ----- C I i I I I I I I I I I + I I I I I I I I D I I I I I I i I I I I I I I I I I I I I I I I -+ I ----�- --i ------+--- 11 11----I- ---- E I I I I I I I I I I I I I I I I I I I I UNIT 2232 nsertion Point 5 Fluted Fin Texture, Typ MOTIF C ELEVATION I=1 '-0.. NOTE: 1. Fluted Fin Texture not shown for clarity. LEGEND 1 - Indicates Vertical Grid Line A - Indicates Horizontal Grid Line I - Indicates 3" raised relief RETAINING WALL 792E ARCHITECTUAL DETAILS NO. 2 R-19 PROJECT NUMBER & PHASE 0800000745 X pm w m m ¢� m JZ W �U Y U� U J V7 W ¢W = U o U X O > Ld W a > > L/) w J Y ¢ ¢ Z g O � ~ U ~ Z W U � W m H Z ¢ z Z O U X SECTION A -A 1/2"=1 '-0•' LEGEND + - Indicates 3" raised relief NOTES: QX W 1. Permissible location of weakened plane o and expansion joints. ' 2. Unless noted otherwise, slope perpendicular a ® surfaces of architectural treatment 10° max z to facilitate formliner removal. 3. Stain on back face of wall shall extend to X a bottom of gutter. Do not stain gutter. U w w ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REOU SECTION B -B /2"=1 '-0" RW LOL 3" 3/4" chamfer, Typ DETAIL A 11/2"=1 -0'- '/4" chamfer, Typ 7 � t t � Typical for acute corners DETAIL 1 1"=1'-0'' RELATIVE BORDER SCALE 0t 2 3 IS IN INCHES I i i I i I UNIT 2232 Wall Reinf Distj COUNTY I ROUTE ITOTAL PROJECT No. SHEE� OB SBd 10 14.8/15.5 371 566 �(' 1 07/23/10 QaoFEss10N R IS ERED CIVIL ENGINEER DATE �o a� Brett MOkle 6/28/11 NC66397 PLANS APPROVAL DATE NO' a THE STATE OF CALIFORNIA OR ITS OFFICERS Exp '> OR AGENTS SHALL NOT BERESPONSIBLE FOR Sr CIVIL \p THE ACCURACY OR COMPLETENESS OF SCANNED 4Tf pF. �A0F°PN COPIES OF THYS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 � Fluted Fin valley, Note 1 SAMPLE FLUTED FIN TEXTURE ELEVATION (MIRRORED) 3" = 1 '-0" Fluted 1112", Typ=N F i n Val ley, 44" Note 1 I I RW LOL 11/2'', Typ Wall Reinf SECTION C -C 3" = 1 '-0" 00 ww o� J� a aJ a� RETAINING WALL 792E o0 ARCHITECTUAL DETAILS NO. 3 3:0 .0 R-20 0 PROJECT NUMBER & PHASE 0800000745 X X X X o > W See > w Note 1 w � � a W O U a I W OJ aU o JZ W �U Y U U JN W Q W UD U U 0_ O N 0' UJ V) N w W J J Y a a o U ~ z W 0' � m z a Ln J z 0 See Note 2 M. Finished Cradle Cap-typ. See Note 2 Backfoce of Retaining Wall I 3" Slotted Plastic Pipe. I See Note 2 I Detail "A" 4'' 0 drain Geocomposite Drain I I Tee Connection Detail "B" t 3" Unslotted Plastic Pipe 3" min. WALL SECTION SECTION A -A 10 mil Polyethylene gond to Filter Fabric sheet wrap around A A Dracomposite E i+> Bond 6" to wo11. Cut hole for 3" pipe — .b o Level or sloped toward wall Cement Treated 1'-0" Permeable Base DETAIL "A" DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale BO -3 ALTERNATIVE TO BRIDGE DETAIL 3-1 THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REOU RELATIVE BORDER SCALE 0i 2 3 IS IN INCHES I I I I I I Dist COUNTY I ROUTE ITOTAL PROJECT ' No. SHEE' 08 SBd 10 14.8/15.5 372 566 D/ -)I s` 07/23/10 QaaFESSIO R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 THE STATE OF CAL N07 B A ITS 0"1-'-'S Exp. OR AGENTS SHALL NOT BE RESPONS/BLE CIVIL FOR st �c THE ACCURACY OR C0MPLETENE55 OF SCANNED 47f 0CALi�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 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 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. Geocomposite drain, cement treated permeable base, and 3" 0 slotted plastic pipe continuous behind retaining wall. 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. UNIT 2232 RETAINING WALL 792E o0 DRAINAGE DETAILS w o R-21 ¢o PROJECT NUMBER & PHASE 0800000745 x I om r W m aU o JZ w E'Y U� U JN W aW = UD U x 0O Uj a N w J Y a a z 0 U ~ Z w a' W m z I J Ln N 0 x Dist COUNTY I ROUTETOTAL PROJECT 1-4o. SHEET 642'-4" Citrus Avenue OC 08 SBd 10 14.8/15.5 373 566 (Measured along "RW792W" LOL) Bridge No. 54-0538 Begin WaII f1 07/23/10 FESS Approx OG along End Wall_- R IS ERED CIVIL ENGINEER DATE �opao aN'� Top of RW792W" LOL Wall __---__ Brett Makle i _ ------------- 6/28/11 " C66397 PLANS APPROVAL DATE NO' - - - THE STATE OF CAL A LTS OFF/CERExp. S CIVIL Datum E l e v 1070.00 OR AGENTS SHALL N07 NOT B BE RESPONSTBL E FOR st c FG TNR ACCURACY OR COMPLETENESS OF SCANNED 47f av MI�pN COP/ES OF THIS PLAN SHEET. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 DEVELOPED ELEVATION (MIRRORED)- SAN BERNARDINO, CA 92410 RIVERSIDE, CA 12507 1"=30'-0"RW LOL B11-56 Concrete BConcrete Barrier 11-47 STANDARD PLANS (DATED MAY 2006) A10A ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) A10B 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 BACKFILL BRIDGE SURCHARGE AND WALL RSP A76A CONCRETE BARRIER TYPE 60 BO -1 BRIDGE DETAILS BO -3 BRIDGE DETAILS BO -13 BRIDGE DETAILS B3-1 RETAINING WALL TYPE 1 H=4'THROUGH 30' B3-8 RETAINING WALL DETAILS No. 1 B3-9 RETAINING WALL DETAILS No. 2 B11-47 CABLE RAILING B11-56 CONCRETE BARRIER TYPE 736A PLAN SYMBOLS — Section Identification STANDARD PLAN SHEET N0. DETAIL NO. INDEX TO RETAINING WALL PLANS SHEET NO. TITLE R-22 GENERAL PLAN R-23 RETAINING WALL PLAN NO. 1 R-24 RETAINING WALL PLAN NO. 2 R-25 RETAINING WALL PLAN NO. 3 R-26 RETAINING WALL PLAN NO. 4 R-27 ARCHITECTUAL DETAILS NO. 1 R-28 ARCHITECTUAL DETAILS NO. 2 R-29 ARCHITECTUAL DETAILS NO. 3 R-30 ARCHITECTUAL DETAILS NO. 4 R-31 MISCELLANEOUS DETAILS CURVE DATA No. R p T L 1O 4933.00 1 01012'46" 1 52.21 104.42 Sto 798+92.30 'CI4" Line 40.63 Lt BC Sto 13+56.93 "RW792W" LOL= Angle Break Sto 797+88.02 ''CI4' Line Sta 10+78.07 "RW792W" LOL= 35.28 Lt 14+00 Sta 795+09.70 "CI4" Line "RW792W' LOL 13+00 18.05 Lt 12+00 N84a12'()7"F-_ A 10+00 N82a00'21"C 11+00 7°44'42"E 1 795+00 796+00 797+00 Begin +011 Sto 10+00.00 "RW792W" LOL= Sto 794+32.02 ''CI4'' Line 10.24 Lt 1i a z rY 0 x Q U w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q BORDER LAST REVISED 7/2/2010 USERNAME ->$USER DGN FILE => $REQU U) 0 L 0 Top of Wall � I Architectural Treatment _(Type C) C Concrete °' Barrier N c Type 60D 0 o •� FG Barrier Type 736A Roadway section, see X-18 Weep hole and g0-3 pervious 3-1 backf 111 Retaining Wall i Type 1 B3-1 TYPICAL SECTION 1/4"=1 '-0" Sto 10+00 to Sto 10+72.39 "RW792W" LOL Note: For Typical Section from Sto 10+72.39 to Sto 10+84.35 "RW792W" LOL, see R-30 sheet. End Wall Sto 16+42.33 "RW792W" LOL= Sto 800+72.87 CI4 Line 51.75 Lt N87009'33''E Angle Break Sto 16+01.42 "RW792W" LOL= Sto 800+31.96 "CI4" Line 51.33 Lt 16+00 15+00 N83021'44"C 2:1 or Toe of slope flatter fTopI of slope 798+00 799+00 800+00 "CI4" Line PLAN 1"=30'-0" RELATIVE BORDER SCALE 0i 2 3 UNIT 2232 IS IN INCHES I I 0 L 0 Cable Railing Type 736B, see C-8 RW LOL Top of FG Wo I I o� < 2 �o11 �e For grading, �\ see G-3 Architectural Treatment (Type C) Retaining wall B3-9 = gutter Concrete c Barrier N Type 60D a) Weep hole and o c pervious g0-3 backf i 1 1 3-1 FG _= Retaining Wall i Type 1 63-1 TYPICAL SECTION 1/4"=1 '-0.. Sto 10+84.35 to Sto 16+42.33 "RW792W" LOL Citrus Avenue OC -� Abut 1 1 RETAINING WALL 792W GENERAL PLAN PROJECT NUMBER & PHASE R-22 0800000745 X Datum Elev 1070.00 (Bottom of 'footing, Typ) S 1 % Type 60D 10+00 �/ 11+00 DEVELOPED ELEVATION (MIRRORED) /8"=1 '-0.- < -0„ a Concrete Barrier N Type 60D, Typ L + Z / U O a z Begin Wall 1 � Sta 0+00.00 RW792W LOL x � � - a x o xo- x a z LL ao a + z . W E� ui a a I 0 L �a z C= v � QI J X o Q c U 0 LL �o 10+00 7 Back face of Concrete Barrier Type 736A "RW792W" LOL w THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o a o N BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 846.81Ogd00 �109C 0 O V) Q0 + c C 1 i� i LIMITS OF PAYMENT FOR EARTHWORK Di.tj COUNTY I ROUTE ITOTAL PROJECT I J I S4E1 08 SBd 10 14.8/15.5 374 566 �� S4 07/23/10 �OFESSIO R IS ERED CIVIL ENGINEER DATE w m Brett Mokle 6/28/11 w No. C66397 PLANS APPROVAL DATE THE STATE OF CAL /FORNI4 OR ITS OFFICERS 4 Exp. ,> OR AGENTS SHALL NOT BE RE51'0N5I6LE FOR sT CIVIL P ,- THE ACCURACY OR COMPLETENESS OF SCANNED 01 eAFIF � COPIES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 AD ADDENDUM 3 NTS Note: Earthwork limits in addition to A62B - i 1 - O 1095 RW footing, Typ I� d modified �pe 1 wall a 10+84.35 RW792W'HL + 1a Length along "RW792W" LOL "D" Sto 10+00.00 to Sto 11+60.00 1'-0" Sto 11+60.00 to Sto 12+70.00 om w } m 1'-0" Q JZ W Q ro aw V O = V N x o o � L � o v � W a / d � J a J y + Z o a L % U Z LLj M (Bottom of 'footing, Typ) S 1 % Type 60D 10+00 �/ 11+00 DEVELOPED ELEVATION (MIRRORED) /8"=1 '-0.- < -0„ a Concrete Barrier N Type 60D, Typ L + Z / U O a z Begin Wall 1 � Sta 0+00.00 RW792W LOL x � � - a x o xo- x a z LL ao a + z . W E� ui a a I 0 L �a z C= v � QI J X o Q c U 0 LL �o 10+00 7 Back face of Concrete Barrier Type 736A "RW792W" LOL w THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o a o N BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 846.81Ogd00 �109C 0 O V) Q0 + c C 1 i� i LIMITS OF PAYMENT FOR EARTHWORK Di.tj COUNTY I ROUTE ITOTAL PROJECT I J I S4E1 08 SBd 10 14.8/15.5 374 566 �� S4 07/23/10 �OFESSIO R IS ERED CIVIL ENGINEER DATE w m Brett Mokle 6/28/11 w No. C66397 PLANS APPROVAL DATE THE STATE OF CAL /FORNI4 OR ITS OFFICERS 4 Exp. ,> OR AGENTS SHALL NOT BE RE51'0N5I6LE FOR sT CIVIL P ,- THE ACCURACY OR COMPLETENESS OF SCANNED 01 eAFIF � COPIES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 AD ADDENDUM 3 NTS Note: Earthwork limits in addition to A62B - i 1 - O 1095 RW footing, Typ I� d modified �pe 1 wall a 10+84.35 RW792W'HL + 1a Length along "RW792W" LOL "D" Sto 10+00.00 to Sto 11+60.00 1'-0" Sto 11+60.00 to Sto 12+70.00 3'-0" Sta 12+70.00 to Sta 16+42,33 1'-0" i� IJ iv LEGEND 0 PLAN Note: I/8"=1'-0" 1. For modified Type 1 wall details, see R-31 sheet. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Structure Excavation (Retaining Wall) ® Structure Backfill (Retaining Wall) H M RETAINING WALL 792W RETAINING WALL PLAN NO. 100 �o R-23 T' PROJECT NUMBER & PHASE 0800000745 x 10+00 11+00 DEVELOPED ELEVATION (MIRRORED) ''/B"=1 '-0" Be inmodified T e 1 wall Note 1 Sto 10+72.39 RW792W LOL �O�O j N Concrete Barrier Type 60D, Typ "RW792W" LOL in Wall a 10+00.00 RW792W LOL ___------ 10+Uv Back face of / Concrete Barrier Type 736A a z 0 w_ x Q U w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q w w BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE _> $REQUEST 1090 ------------- PLAN ''/B"=1 '-0.. End modified T E S t a 10+84.35 RW7 - — 1095 RW footing, Typ 1095 i 0 LIMITS OF PAYMENT FOR EARTHWORK Dist COUNTY I ROUTE I POST MILES SHEET TOTAI TOTAL PROJECT I No. SHEET 08 SBd j� �10 14.8/15.5 374 566 1/ (/) r sv 07/23/10 QaoFESsraN R IS ERED CIVIL ENGINEER DATE o 4, Brett Nakle c 6/28/11 PLANS APPROVAL DATE No. C66397 THE Exp. STATE OF CAL/PORN/A OR ITS OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED 7f OP CALI�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 NTS Note: Earthwork limits in addition to A62B I �o Length along "RW792W" LOL to Sto 10+00.00 to Sto 11+60.00 1'-0" Qo J'+ Sto 11+60.00 to Sta 12+70.00 3'-0" Bio Sta 12+70.00 to Sta 16+42.33 1'-0" Excavation .M o � Note: 1. For modified Type 1 wall details, �o see R-31 sheet. w 00 a a � w a � RETAINING WALL 792W o0 RETAINING WALL PLAN NO. 1 wo .0 R-23 0 -- RELATIVE BORDER SCALE Q 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 IS IN INCHES I i I i I i u LEGEND �} 0 Structure Excavation I (Retaining Wall) I ® Structure Backfill I (Retaining Wall) I .M o � Note: 1. For modified Type 1 wall details, �o see R-31 sheet. w 00 a a � w a � RETAINING WALL 792W o0 RETAINING WALL PLAN NO. 1 wo .0 R-23 0 -- RELATIVE BORDER SCALE Q 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 IS IN INCHES I i I i I i x i Dist COUNTY ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT I No. SHEETS 08 SBd 10 1 14.8/15.5 375 1 566 07/23/10 aaFESSIO R IS Q ERED CIVIL ENGINEER DATE o 4e Brett Makle c 6/28/11 PLANS APPROVAL DATE N, C66397 Exp. THE STATE OF CALIFORNIA OR ITS OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE "OR" THC �c TRE ACCURACY OR C0MPLETENE55 OF SCANNED 4TP ov [n�IN COP/ES OF TRIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Datum EIev 1070.00 12+00 13+00 DEVELOPED ELEVATION (MIRRORED) 1/8"=l'—O" 1090 mm a® z 0 x Q U w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q w~ V w BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE _> $REQUEST UI�8, =1 ' RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 2 I a � RETAINING WALL 792W go al RETAINING WALL PLAN NO. 2 wo O R-24 0 PROJECT NUMBER & PHASE 0800000745 x x a z 0 x Q U Ll lk 14+00 O O M Q N C J L U t 0 DEVELOPED ELEVATION (MIRRORED) I/g =1 - 0, 1100 --. , RW792W" LOL 1 0 1 1 N 14+00 1 I . J 1 1 RW footing, Typ +�- Toe of slope t2:1 or 1115 - 1110 flatter- Top of slope w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REOU PLAN /B,,=1 ,-07 RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I I I I I I UNIT 2232 Dist COUNTY I ROUTE ITOTAL PROJECT ' No. SHEET 08 SBd j� �10 14.8/15.5 376 566 1/ (/) r sv 07/23/10 QaoFESsraN R IS ERED CIVIL ENGINEER DATE o 4, Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 THE Exp. STATE OF CAL/PORN/A OR ITS OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED Tf Op MI N COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 a � RETAINING WALL 792W o0 RETAINING WALL PLAN NO. 3 wo O R-25 0 PROJECT NUMBER & PHASE 0800000745 x I W m H Q0 D Jz W E'U Y U U JN W Q W UD U U X 0O rr W 0- Z:) N w w J J Y z a z 0 U ~ z w W m z I J Ln Ln z O x Q 1 16+00 15+00 DEVELOPED ELEVATION (MIRRORED) 1 100 -- -- _ W792W" LOL — - 1 0 15+00 1 0 1 1110 � 1 rn� 1 _ + Toe of slope c t2:1 or ' flatter 1115 U ' -- �_ Top of slope a Z 0 x Q U w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q ¢ ~ BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REOU PLAN /B"=1 -0„ 16+00 Dist COUNTY I ROUTE ITOTAL PROJECT ' No. SHEET 08 SBd j� �10 14.8/15.5 377 566 1/ (/) r sv 07/23/10 QaoFESsraN R IS ERED CIVIL ENGINEER DATE o 4, Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 THE Exp. STATE OF CAL/PORN/A OR ITS OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED Tf pp CALI N COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Citrus Avenue OC _ __— Abut 1 footing - _— End Wall _ -------- Sto 16+42.33RW792W LOL -- -- -- _ _ 1 1 0 5 RW footing, Typ RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I I I I I I UNIT 2232 a � RETAINING WALL 792W o0 RETAINING WALL PLAN NO. 4 wo O R-26 0 PROJECT NUMBER & PHASE 0800000745 X Top of WaII Datum Elev 1070.00 10+00 11+00 0 r w m in o > N Uj > W Ld a 0 i Lj Y W m H Q LLJ JZ W UU U'- U U J VI W Q W U UD U X O N Ld W � > N w J J Y Q Q z 0 U ~ Z W W m z Q J v) N 0 X Approx OG along "RW792W" LOL IF.IIWZf7 594'-4" (Measured along "RW792W" LOL) Limits of payment for Architectural Treatment (Type C) I��IIn FG 14+00 15+00 ARCHITECTURAL TREATMENT KEYMAP-DEVE LOPED ELEVATION (MIRRORED) 1"=30'-0" Motif A 48'-0" Motif B 48'-0" Distj COUNTY I ROUTETOTAL PROJECT " No. SHEE1 Citrus Avenue OC 08 SBd 10 14.8/15.5 378 566 Bridge No. 54-0538 �/ End Wolf r, D � /� -0 07/23/10 !T-�L R IS ERED CIVIL ENGINEER DATE �O pa�FESS LO'Y4! - Match Groove m Brett Malde Lines to abutment pLAN56/28/11 APPROVAL DATE No. C66397 z THE STATE OF CAL/PORN/A OR /TS OFFICERS iC EXp. ,> - - OR AGENTS SHALL NOT BE RESPoNS/BL E FOR Sr CI V IL `p THE ACCURACY OR COMPLETENESS OF SCANNED 4TF Or cn���'" COP/ES OF THIS PLAN SHEET. 16+00 SANBAG T,Y. LIN INTERNATIONAL 1170 W 311f) STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 NOTES: 1. See R-29 for typical motif elevations. 2. For "SECTION A -A", see R-30. 3. For "DETAIL 1", see R-28. Motif A Motif B 48'-0" 48'-0" Motif A Motif A & B Fluted Fin Concrete Barrier Type 60D Insertion Top of Insertion Top reveal I Texture, Typ Point 2 Wall Point 3 0 Elev 1086.15 Elev 1092.31 0 0 N _____ ___________ _________ ____ _____ ____ ._____ ___ _____ C _____ ______________ ______________ ______________ ______________ ______________ _ L ' U DETAIL 1 I 0 Datum Elev 1070.00 10+00 11+00 12+00 DEVELOPED ELEVATION (MIRRORED) 1' =10'-0" Motif B Motif A Motif B Motif C Motif A Motif B Motif A 48'-0" 48'-0" 48'-0" 24'-0" 48'-0" 48'-0" 48'-0" 1 6'W x 1 2'H Motif A& B Test Panel III Motif A Insertion Motif B & C Location Insertion Motif A & B Insertion Concrete Point 3 Fluted Fin Point 3 Insertion Top of Point 3 Barrier Elev 1098.31 Texture, Typ Elev 1098.31 Point 3 WaII Top reveal Elev 1092.31 Type 60D Elev 1092.31 — 0 0 o111I o o + 0 Ln Ln + o ------------t J C C .IIU Ui a I Datum Elev 1070.00 I a 13+00 a Z O X J w w THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY oa �~ V BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DCN FILE => $REOUEST 14+00 DEVELOPED ELEVATION (MIRRORED) 1"=10'-C)" RELATIVE BORDER SCALE 15 IN INCHES O 2 3 UNIT 2232 15+00 0W � W O~ O a p, F W RETAINING WALL 792W0 ARCHITECTURAL TREATMENT NO.1 "o �0 R-27 PROJECT NUMBER & PHASE 0800000745 X I pm r w m aU o JZ w �U Y U� U J V7 W aw = U0 U X > W IL > > Ln w J J Y Q Q O H ~ U~ Z W U � m I J Ln N Z O U X 1 Q Z L� X Q U Ll Citrus Avenue OC Bridge No. 54-0538 End Woll ---_ Motif A Motif B Motif A Abbreviated Motif B 48'-0" 48'-0" 48'-0" 18'-4" n / I � I � I Motif A & B / I ! Insertion Concrete Fluted Fin i -u- Top Point 3 Barrier Texture, lof Top reveal Elev 1098.31 Type 60D Typ � I I I i I. i-WiLlAimIII JIM IKIm Mm M. I II II II I1IT 1111.11111w W W W *U11 1Tlm mm 'W111114Ill_I1LI Match Groove o _ o== Lines to abutment + 11111111 UIU1i � IWW WIllI111WWm rr7mmmmlTI Trlm C, T -------------- r I I / I I / F-------- } i DETAIL 1 B6, Motif B Insertion a Point 1 Datum Elev 1070.00 Elev 1094.48 15+00 16+00 DEVELOPED ELEVATION (MIRRORED) r=10, -O,. w w ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q BORDER LAST REVISED 7/2/2010 USERNAME->$USER DGN FILE => $REOU RELATIVE BORDER SCALE 0i 2 3 IS IN INCHES I I I I I I UNIT 2232 Distj COUNTY I ROUTE ITOTAL PROJECT NO. SHEET 08 SBd ��10 14.8/15.5 379 566 (/' 1 Z:� 07/23/10 Qa05ESSIO R IS ERED CIVIL ENGINEER DATE �o a� _ Brett Makle c 6/28/11 PLANS APPROVAL DATE NO' C66397 a THE STATE OF CALIFORNIA OR ITS OFF/CERS is Exp- OR Xp OR AGENTS SHALL NOT BERESPONSIBLE FOR Sr CIVIL \p THE ACCURACY OR COMPLETENESS OF SCANNED 4Tf (F. CALL COPIES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 NOTES: 1. See R-29 for typical motif elevations. 2. For "SECTION B -B", see R-30. / \\\ /4" chamfer, Typ 1 1 I Typical for acute corners DETAIL 1 1"=1'-O" -o" w W a- O � �� II � p W ,v J � a aJ � w a � RETAINING WALL 792W o0 ARCHITECTURAL TREATMENT NO.2 wo .0 R-28 0 �o PROJECT NUMBER & PHASE 0800000745 X insertion Point 1 Fluted Fin Texture, Typ TYPICAL MOTIF B ELEVATION z 0 L� X Q U 0 w w ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY oa BORDER LAST REVISED 7/2/2010 USERNAME=>$USER Q 1 2 3 RELATIVE BORDER SCALE DGN FILE _> $REQUEST IS IN INCHES I 1 I 1 I 1 I Distj COUNTY I ROUTE ITOTAL PROJECT NO. SHEET 08 SBd 10 14.8/15.5 380 561- 07/23/10 6607/23/10 Qa05ESSIO R IS ERED CIVIL ENGINEER DATE �o a� _ Brett Makle c 6/28/11 PLANS APPROVAL DATE NO' C66397 a THE STATE OF CALIFORNIA OR TTS OFF/CERS Ex '> OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sr CIVIL \p THE ACCURACY OR COMPLETENESS OF SCANNED 4Tf 0, �A�1F°PN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Motif C 24'-0" a u_ T U ~ O 1 2 3 4 5 6 7 8a 3'-O'�, TYp o 0 Grid Spacing i i i a I I I I I I I I M L I I I I 0 I I I I I I I I I I I I I I I I ---�-- --r- - - -r-- ---- -1- --- -B Insertion I ' Point 3 I 1 -- ----- - ----- -----1-----1- 1 - --- I I I -----G I I I I -1---- -- - - ----L----1- ----- D I I I I I I I I I I --+----�- --1 ---------- +--------1- -----E I I I I I I I I I I I I I UNIT 2232 Fluted Fin Texture, Typ MOTIF C ELEVATION 1/4"=1'-0.. NOTE: 1. Fluted Fin Texture not shown for clarity. LEGEND 1 - Indicates Vertical Grid Line A - Indicates Horizontal Grid Line - Indicates 3" raised relief a � RETAINING WALL 792W o0 ARCHITECTURAL TREATMENT NO.3 wo .0 R-29 0 PROJECT NUMBER & PHASE 0800000745 Motif A Fluted Fin 48'-0" 01 CL Texture, _ MOTIF A ELEVATION Typ ~ a prr W m 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 a /4 1 0.. 3'-0", Typ o I 1 1 1 1 1 1 1 1 1 1 1 1 1 Grid Spacing p Y w M L JZ =1U U- J V <W Um W Y U W = U W WI____1____L __1____J____1____L____L____1____!____1_ A --- - Insertion 1 I I I 1 w CD I I I I I I I I I I Point 3CD ----�----------------�---- -------a------1--------�--- B I I I I I I I I I I I p, X 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 48'-0" (r w J w J O I I I I I I I I I I I I I 1 1+ 1 1 I I J � W U LU ____ _ ____ _ _ ____ ______ __ __ ____ __ _____ 1____ T____r____r____1_ I I I I T LU I I I I I I I I ---- � --------�----I---- ---- � --------�----1---- ---- E ----�----1------- --- ----- Insertion I I I I I I I I I I I I I I I I Point 2 insertion Point 1 Fluted Fin Texture, Typ TYPICAL MOTIF B ELEVATION z 0 L� X Q U 0 w w ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY oa BORDER LAST REVISED 7/2/2010 USERNAME=>$USER Q 1 2 3 RELATIVE BORDER SCALE DGN FILE _> $REQUEST IS IN INCHES I 1 I 1 I 1 I Distj COUNTY I ROUTE ITOTAL PROJECT NO. SHEET 08 SBd 10 14.8/15.5 380 561- 07/23/10 6607/23/10 Qa05ESSIO R IS ERED CIVIL ENGINEER DATE �o a� _ Brett Makle c 6/28/11 PLANS APPROVAL DATE NO' C66397 a THE STATE OF CALIFORNIA OR TTS OFF/CERS Ex '> OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sr CIVIL \p THE ACCURACY OR COMPLETENESS OF SCANNED 4Tf 0, �A�1F°PN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Motif C 24'-0" a u_ T U ~ O 1 2 3 4 5 6 7 8a 3'-O'�, TYp o 0 Grid Spacing i i i a I I I I I I I I M L I I I I 0 I I I I I I I I I I I I I I I I ---�-- --r- - - -r-- ---- -1- --- -B Insertion I ' Point 3 I 1 -- ----- - ----- -----1-----1- 1 - --- I I I -----G I I I I -1---- -- - - ----L----1- ----- D I I I I I I I I I I --+----�- --1 ---------- +--------1- -----E I I I I I I I I I I I I I UNIT 2232 Fluted Fin Texture, Typ MOTIF C ELEVATION 1/4"=1'-0.. NOTE: 1. Fluted Fin Texture not shown for clarity. LEGEND 1 - Indicates Vertical Grid Line A - Indicates Horizontal Grid Line - Indicates 3" raised relief a � RETAINING WALL 792W o0 ARCHITECTURAL TREATMENT NO.3 wo .0 R-29 0 PROJECT NUMBER & PHASE 0800000745 Fluted Fin Texture, TYPICAL MOTIF A ELEVATION Typ prr W m m /4 1 0.. � m Q W JZ =1U U- J V <W Um W Y U W = U X N Motif B p, a 48'-0" a c w T Ln J � a Z� 1 2 3 4 5 6 7 8 9 10 1 1 1 2 1 3 14 1 5 16 o T O r 3'-0", Typ U Z w Grid Spacing I I I I I I I M CD Z m I I I I I I I I I I I I I I I I I I I a J U) I I I I I I I I I I I I I I I o U I I I I I I I I I I I I I I I Insertion Point 3 I I I Z o 1 +1 I I I I I i I + I I I X Q ----1----L----1----J----1----L ---L----1---- ---- ---- ----L----1-----1-------- _____ p CD CD I I I I I I I I I I I I I I I I N I I I I I I 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 I insertion Point 1 Fluted Fin Texture, Typ TYPICAL MOTIF B ELEVATION z 0 L� X Q U 0 w w ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY oa BORDER LAST REVISED 7/2/2010 USERNAME=>$USER Q 1 2 3 RELATIVE BORDER SCALE DGN FILE _> $REQUEST IS IN INCHES I 1 I 1 I 1 I Distj COUNTY I ROUTE ITOTAL PROJECT NO. SHEET 08 SBd 10 14.8/15.5 380 561- 07/23/10 6607/23/10 Qa05ESSIO R IS ERED CIVIL ENGINEER DATE �o a� _ Brett Makle c 6/28/11 PLANS APPROVAL DATE NO' C66397 a THE STATE OF CALIFORNIA OR TTS OFF/CERS Ex '> OR AGENTS SHALL NOT BE RESPONSIBLE FOR Sr CIVIL \p THE ACCURACY OR COMPLETENESS OF SCANNED 4Tf 0, �A�1F°PN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 Motif C 24'-0" a u_ T U ~ O 1 2 3 4 5 6 7 8a 3'-O'�, TYp o 0 Grid Spacing i i i a I I I I I I I I M L I I I I 0 I I I I I I I I I I I I I I I I ---�-- --r- - - -r-- ---- -1- --- -B Insertion I ' Point 3 I 1 -- ----- - ----- -----1-----1- 1 - --- I I I -----G I I I I -1---- -- - - ----L----1- ----- D I I I I I I I I I I --+----�- --1 ---------- +--------1- -----E I I I I I I I I I I I I I UNIT 2232 Fluted Fin Texture, Typ MOTIF C ELEVATION 1/4"=1'-0.. NOTE: 1. Fluted Fin Texture not shown for clarity. LEGEND 1 - Indicates Vertical Grid Line A - Indicates Horizontal Grid Line - Indicates 3" raised relief a � RETAINING WALL 792W o0 ARCHITECTURAL TREATMENT NO.3 wo .0 R-29 0 PROJECT NUMBER & PHASE 0800000745 X pm w m m a� m JZ W �U Y U� U J V7 W QW = u U X N W a > > L/) J J Y Q Q Z g O � ~ U ~ Z W U � L� m H Z Q J z O U X SECTION A -A '/2"=1'-0" o LEG_N� + - Indicates 3" raised relief a z 0 L� X Q U 0 w w ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY M Q BORDER LAST REVISED 7/2/2010 USERNAME ->$USER DGN FILE => $REOU SECTION B -B 1/2..=1 '-0'. NOTES: 1. Permissible location of weakened plane and expansion joints. 2. Unless noted otherwise, slope perpendicular surfaces of architectural treatment 10° max to facilitate form I i ner removal. 3. Stain entire exposed surface of Type 736A concrete barrier (where occurs). 4. Stain on back face of wall shall extend to bottom of gutter. Do not stain gutter. RELATIVE BORDER SCALE 02 3 IS IN INCHES I I I I I I 3/4" chamfer, Typ I I I _ I CL O �p T N • > N a O • + I I • UNIT 2232 RW LOL DETAIL A 11/2"=1 -0" Wa I I Reinf Distl COUNTY I ROUTE ITOTAL PROJECT NO. SHEET 08 SBd ��10 14.8/15.5 381 566 (/' 1 Z:� 07/23/10 Qa05ESSIO R IS ERED CIVIL ENGINEER DATE �o a� _ Brett Mokle c 6/28/11 PLANS APPROVAL DATE NO' C66397 a THE STATE OF CALIFORNIA OR ITS OFF/CERS Exp - OR AGENTS SHALL NOT BERESPONSIBLE FOR Sr CIVIL \p THE ACCURACY OR COMPLETENESS OF SCANNED 4Tf OF. CALL COPIES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL S170 W 3RD STREET 3550 VINE STREET, SUITE 120 N BERNARDINO, CA 92410 RIVERSIDE, CA 92507 � Fluted 'r Fin valley, Note 1 SAMPLE FLUTED FIN TEXTURE ELEVATION (MIRRORED) 3" = 1'-0" (� Fluted 11/2"1 Typ =N F i n valley, 4, I Note 1 I I RW LOL T y p Wall Reinf SECTION C—C a 3" = 1'-0" 00 o� J� a a � w a� RETAINING WALL 792W o0 ARCHITECTURAL TREATMENT NO.4 wo O R-30 0 �o PROJECT NUMBER & PHASE 0800000745 x x x x I �m } W m aU o JZ W Y U� U JN W aW UD U U 0 V) rr W 0- Z:) N J W J Y a a z 0 U ~ Z W W m z a J Ln Ln 0 M Finished Grade Cap-typ. See Note 2 Varies 0" to 1'-21/2" Backface of Retaining Wall "RW792W" LOL 3" Slotted Plastic Pipe. See Note 2 I Deta i I "A" 4" 0 drain Geocomposite Construction joint Drain Tee t _ Connection o - C4 12 Detail "B" #5 1 F I 3" Unslotted Plastic Pipe #5 Cont, Tot 2 – 3" min. WALL SECTION Wall Reinforcement, Typ SECTION A -A 10 mil Polyethylene Bond to Filter Fabric sheet Geocomposite wrap around A A M � Drain Bond 6" to wall. — Cut hole for 3" pipe Level or sloped toward wall Cement Treated 1'-0" Permeable Base DETAIL "A" DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale BO -3 Alternative to bridge detail 3_1 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 walls adjacent to sidewalks or curbs, provide 4" plastic pipe under sidewolk to discharge through curb face. Exposed wall drains shall be located 3"± above finished grade. 2. Geocomposite drain, cement treated permeable base, and 3" 0 slotted plastic pipe continuous behind retaining wall. 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. 1 a z O x Q U THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REQU NOTES: Barrier LOL 1'-5%4" M # 5 in CA 16 Concrete Barrier Type 736A 0 #5 8 in Vertical back face O #5 u '(I 9 32 Dist COUNTY ROUTE TOTAL PROJECT 1-4o. SHEET Varies Barrier LOL 08 SBd 10 14.8/15.5 382 566 07/23/10 QaoFESsraN R IS ERED CIVIL ENGINEER DATE o 4e 6see Barrier 6/28/11 Breti Makle z Type8 1 PLANS APPROVAL DATEC66397 {Exp.THE STATE OF CAL/PORN/A OR !TS OFF/CERS CIVIL 1a S2CtlOn OR AGENTS SHAL L NOT BE RESPONS/BLE FOR .rr4ry THE ACCURACY OR COMPLETENE55 OF SCANNED P OF CAL I- 1 8 COP/ES OF THIS PLAN SHEET. I SANBAG T.Y. LIN INTERNATIONAL j 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 i SECTION C -C 3/4' =1 '-0-- Note: -0' Note 4 Note: Not all reinforcement shown for clarity. For reinforcement and footing dimensions not shown, see and for Design H = 12'. B3-1 B11-56 SECTION B -B 3/4"=1 '-0.- 10 -0" Limits 0f1 Wall Standard Type Type 1 Wall Reinforcement, Typ ied Type 1 Wall Limits of Modif S� O Continue standard reinf /OX8 C4 wall front face, Rn� 93S S, maintain 2" Cir �O /OX "RW792W" LOL 9 N87044'42'E — — ---- ---T On 1. Footing not shown for clarity. 2. Not all reinforcement shown for clarity. For reinforcement not shown see 63_1 3. For Concrete Barrier Type 736A to Concrete Barrier Type 736B transition detail, see 611-56 4. Modify Type 736B footing to fit. RELATIVE BORDER SCALE 02 3 IS IN INCHES I I I I I I #5o u o C� 32 U Limits of e 736A Concrete Barrier Typ Barrier LOL MODIFIED TYPE 1 WALL PLAN %4' =1 -0.. UNIT 2232 Limits ft Wall Standard Type Limits of Cable Roiling Wall Expansion BO -3 Joint 3-4 Type 1 Wall Reinforcement, Typ -1" Expanded Polystyrene BO - 2" Clr See Note 3 6C1 -- Limits Of Concrete Barrier Type 736B, see C-8 RETAINING WALL 792W MISCELLANEOUS DETAILS R-31 PROJECT NUMBER & PHASE 0800000745 0 CD n See o > Note 1 > w See W a 0 Note 2 I �m } W m aU o JZ W Y U� U JN W aW UD U U 0 V) rr W 0- Z:) N J W J Y a a z 0 U ~ Z W W m z a J Ln Ln 0 M Finished Grade Cap-typ. See Note 2 Varies 0" to 1'-21/2" Backface of Retaining Wall "RW792W" LOL 3" Slotted Plastic Pipe. See Note 2 I Deta i I "A" 4" 0 drain Geocomposite Construction joint Drain Tee t _ Connection o - C4 12 Detail "B" #5 1 F I 3" Unslotted Plastic Pipe #5 Cont, Tot 2 – 3" min. WALL SECTION Wall Reinforcement, Typ SECTION A -A 10 mil Polyethylene Bond to Filter Fabric sheet Geocomposite wrap around A A M � Drain Bond 6" to wall. — Cut hole for 3" pipe Level or sloped toward wall Cement Treated 1'-0" Permeable Base DETAIL "A" DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale BO -3 Alternative to bridge detail 3_1 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 walls adjacent to sidewalks or curbs, provide 4" plastic pipe under sidewolk to discharge through curb face. Exposed wall drains shall be located 3"± above finished grade. 2. Geocomposite drain, cement treated permeable base, and 3" 0 slotted plastic pipe continuous behind retaining wall. 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. 1 a z O x Q U THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REQU NOTES: Barrier LOL 1'-5%4" M # 5 in CA 16 Concrete Barrier Type 736A 0 #5 8 in Vertical back face O #5 u '(I 9 32 Dist COUNTY ROUTE TOTAL PROJECT 1-4o. SHEET Varies Barrier LOL 08 SBd 10 14.8/15.5 382 566 07/23/10 QaoFESsraN R IS ERED CIVIL ENGINEER DATE o 4e 6see Barrier 6/28/11 Breti Makle z Type8 1 PLANS APPROVAL DATEC66397 {Exp.THE STATE OF CAL/PORN/A OR !TS OFF/CERS CIVIL 1a S2CtlOn OR AGENTS SHAL L NOT BE RESPONS/BLE FOR .rr4ry THE ACCURACY OR COMPLETENE55 OF SCANNED P OF CAL I- 1 8 COP/ES OF THIS PLAN SHEET. I SANBAG T.Y. LIN INTERNATIONAL j 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 i SECTION C -C 3/4' =1 '-0-- Note: -0' Note 4 Note: Not all reinforcement shown for clarity. For reinforcement and footing dimensions not shown, see and for Design H = 12'. B3-1 B11-56 SECTION B -B 3/4"=1 '-0.- 10 -0" Limits 0f1 Wall Standard Type Type 1 Wall Reinforcement, Typ ied Type 1 Wall Limits of Modif S� O Continue standard reinf /OX8 C4 wall front face, Rn� 93S S, maintain 2" Cir �O /OX "RW792W" LOL 9 N87044'42'E — — ---- ---T On 1. Footing not shown for clarity. 2. Not all reinforcement shown for clarity. For reinforcement not shown see 63_1 3. For Concrete Barrier Type 736A to Concrete Barrier Type 736B transition detail, see 611-56 4. Modify Type 736B footing to fit. RELATIVE BORDER SCALE 02 3 IS IN INCHES I I I I I I #5o u o C� 32 U Limits of e 736A Concrete Barrier Typ Barrier LOL MODIFIED TYPE 1 WALL PLAN %4' =1 -0.. UNIT 2232 Limits ft Wall Standard Type Limits of Cable Roiling Wall Expansion BO -3 Joint 3-4 Type 1 Wall Reinforcement, Typ -1" Expanded Polystyrene BO - 2" Clr See Note 3 6C1 -- Limits Of Concrete Barrier Type 736B, see C-8 RETAINING WALL 792W MISCELLANEOUS DETAILS R-31 PROJECT NUMBER & PHASE 0800000745 X I �m } w m aU o JZ w E'Y U� U JN W aw UD U U X o Uj w > > N J J Y z a z 0 U ~ Z a' W m z z I J Ln Ln 0 U X a z 0 w_ X Q U Ll Begin Wall End Wall Uatum tlev IU7U.UU •-- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 DEVELOPED ELEVATION (MIRRORED) 1 "=40'-0" STANDARD PLANS (DATED MAY 2006 A10A ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) A10B ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2) A62B LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE SURCHARGE AND WALL BO -3 BRIDGE DETAILS B3-1 RETAINING WALL TYPE 1 H=4' THROUGH 30' B3-8 RETAINING WALL DETAILS NO. 1 B3-9 RETAINING WALL DETAILS NO. 2 Bll-47 CABLE RAILING Bll-56 CONCRETE BARRIER TYPE 736A PLAN SYMBOLS - Section Identification STANDARD PLAN SHEET N0. DETAIL NO. Begin Wall Sta 10+00.00 Sta 796+08.61 70.22 Lt "RW795" LOL/ LOL= R/W Line Line R/W �_- 10+ N 795+00 N80° 48'21 ""- 11+00 2:1 or Toe of slope flott^ �r-J- C13" Line 34'36 CURVE DATA No. R p T L 1O 150.00 46028'06" 64.40 121.66 O2 295.00 81023'07" 253.67 419.03 3 M M oo v 0 End Wall R/W z Sto 15+67.36 "RW795" LOL- EQ I Sto 802+33.95 "CIT" Line t o 1 59.06 Lt I "C13" Line 1 I 1 N06° 52'09"E EC Sto 14+99.90 "RW795" LOL= Sto 801+51.69 'CIY Line 49.90 Lt B3-1 Concrete B11-56 ~ LOL Barrier, 3 _ Type 736A For grading, "RW795" FG see G-3 Pof LOL� .,\ -\ WaI e< Fractured Retain' wall 83-9 Rib Texture g = gutter W c L c Weep hole and a N pervious o backf i I I BO -3 � 3-1 FG -_ Retaining Wall Type 1 B3-1 TYPICAL SECTION 1/4"=1 '-0.- Sto -0"Sto 10+00.00 to 13+49.45 "RW795" LOL Sto 14+99.88 to 15+67.35 "RW795" LOL BC Sto 13+78.24 "RW795" LOL= 2 B3 1 L 0 L Sta 800+12.34 'CIY Line 37.14 Lt 1 3" Concrete Bll-56 N53020'15"E -SII Barrier, "RW795 Type 736A Angle Break Top of Sto 13+67.21 "RW795" LOL= Wall LOL Sta 799+99.71 "C13" Line Roadway section, 37.61 Lt p� see X-15 aX Fractured i Top of slope Rib Texture x 13+00 � c Weep hole and 2+00 L - c pervious O��xOO o backf i I IBO-3 3-1 FG Retaining Wall Type 1 E B3-1 7 + 11 ne PLAN NOTE: TYPICAL SECTION 1 "=40'-0" 1/4"=1 '-0" FOR ACCURATE RIGHT OF WAY DATA, CONTACT Sto 13+49.45 to 14+99.88 "RW795" LOL RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q BORDER LAST REVISED 7/2/2010 USERNAME ->$USER DGN FILE => $REOU RELATIVE BORDER SCALE 02 3 IS IN INCHES I I I I I I UNIT 2232 RETAINING WALL 795 GENERAL PLAN PROJECT NUMBER & PHASE R-32 0800000745 Dist COUNTY I ROUTETOTAL PROJECT 1-4o. SHEE' 08 SBd 10 14.8/15.5 383 566 INDEX RETAINING TO WALL PLANS D� 07/23/10 aaFESS Ia Nay R IS ERED CIVIL ENGINEER DATE op SHEET NO. TITLE Brett Makle 6/28/11 C66397 R-32 GENERAL PLAN PLANS APPROVAL DATE No. R-33 RETAINING WALL PLAN NO. 1; Exp. R-34 RETAINING WALL PLAN NO. 2 THE STATE OF CAL/PORN/A OR ITS OFF/CERS CIVIL OR AGENTS SHALL NOT BE RE5PON5/BLE FOR sr R-35 RETAINING WALL PLAN NO. 3 THE ACCURACY OR COMPL ETENE55 OF SCANNED )e av CAL IN`P R-36 RETAINING WALL PLAN NO. 4 COP/ES OF THIS PLAN SHEET. R-37 MISCELLANEOUS DETAILS SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 B3-1 Concrete B11-56 ~ LOL Barrier, 3 _ Type 736A For grading, "RW795" FG see G-3 Pof LOL� .,\ -\ WaI e< Fractured Retain' wall 83-9 Rib Texture g = gutter W c L c Weep hole and a N pervious o backf i I I BO -3 � 3-1 FG -_ Retaining Wall Type 1 B3-1 TYPICAL SECTION 1/4"=1 '-0.- Sto -0"Sto 10+00.00 to 13+49.45 "RW795" LOL Sto 14+99.88 to 15+67.35 "RW795" LOL BC Sto 13+78.24 "RW795" LOL= 2 B3 1 L 0 L Sta 800+12.34 'CIY Line 37.14 Lt 1 3" Concrete Bll-56 N53020'15"E -SII Barrier, "RW795 Type 736A Angle Break Top of Sto 13+67.21 "RW795" LOL= Wall LOL Sta 799+99.71 "C13" Line Roadway section, 37.61 Lt p� see X-15 aX Fractured i Top of slope Rib Texture x 13+00 � c Weep hole and 2+00 L - c pervious O��xOO o backf i I IBO-3 3-1 FG Retaining Wall Type 1 E B3-1 7 + 11 ne PLAN NOTE: TYPICAL SECTION 1 "=40'-0" 1/4"=1 '-0" FOR ACCURATE RIGHT OF WAY DATA, CONTACT Sto 13+49.45 to 14+99.88 "RW795" LOL RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q BORDER LAST REVISED 7/2/2010 USERNAME ->$USER DGN FILE => $REOU RELATIVE BORDER SCALE 02 3 IS IN INCHES I I I I I I UNIT 2232 RETAINING WALL 795 GENERAL PLAN PROJECT NUMBER & PHASE R-32 0800000745 x a� =N. 0 m w m vI w w U) Cr > w w < a 0 Datum tlev 10(0.00 10+00 DEVELOPED ELEVATION (MIRRORED /8"=1 '-0•' umeIt 0 0 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits in addition to A62B LEGEND Structure Excavation (Retaining Wall) Structure Backfill (Retaining Wall) Dist COUNTY I ROUTE ITOTAL PROJECT I " I S4E1 08 SBd /y10 14.8/15.5 384 566 �( I 07/23/10 �OFE5SI0 R IS ERED CIVIL ENGINEER DATE w m Brett Mokle 6/28/11 w No. C66397 PLANS APPROVAL DATE THE STATE OF CAL /FORNI4 OR ITS OFFICERS 4 Exp. ,> OR AGENTS SHALL NOT BE RE51'0N5I6LE FOR sT CIVIL P ,- THE ACCURACY OR COMPLETENESS OF SCANNED 01 eAFIF � COPIES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 AD ADDENDUM 3 a z � O v � Q J x o c U o LL �o w THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY a o N BORDER LAST REVISED 7/2/2010 USERNAME =>TY LIN-Riv DGN FILE => 846.81Oge00 Top of slope 2:1 or flatter PLAN /8"=1 '-0•' RELATIVE BORDER SCALE IS IN INCHE 0 2 3 Concrete Barrier Type 736A, Typ UNIT 2232 I � a � o � N N � 00 w w � F 0 O p J J a a Fw M RETAINING WALL 795 o RETAINING WALL PLAN NO. 1 w0 .o R-33 0 0 PROJECT NUMBER & PHASE 0800000745 Datum Elev 10!0.00 ---, 10+00 11+00 DEVELOPED ELEVATION (MIRRORED) /B"=1 -0.. Dist COUNTY I ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT I No. SHEETS 08 SBd j� �10 14.8/15.5 384 566 1/ (/) r sv 07/23/10 QaoFESsraN R IS ERED CIVIL ENGINEER DATE o 4, Brett Nakle c 6/28/11 PLANS APPROVAL DATE N, C66397 THE STATE OF CALIFORNIA OR ITS Exp. OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED Tf pp CALIN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 1F �1 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits in addition to A62B LEGEND Structure Excavation (Retaining Wall) ® Structure Backfill (Retaining Wall) Q Top of slope a Z 0 x Q U w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q w BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE _> $REQUEST 2:1 or flatter PLAN /8"=1 '-0'. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES i I i I ConcreteBarrier Type 736A, Typ F a � RETAINING WALL 795 20 RETAINING WALL PLAN NO. 1 w o .0 R-33 0 UNIT 2232 I PROJECT NUMBER & PHASE 0800000745 x Q O O O1Q0 + cIc J c - 0 U 0 0 0 0 0 N + M N C J L U Datum Elev 1070.00 y 12+00 13+00 DEVELOPED ELEVATION (MIRRORED) /8"=1 -0" Svc -I — PN Top of slope a Z 0 w_ x Q U w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q w w BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE _> $REQUEST 2:1 or flatter Dist COUNTY I ROUTE I POST MILES SHEET TOTA TOTAL PROJECT No. SHEE' 08 SBd 10 14.8/15.5 385 566 D/ -)I s` 07/23/10 QaaFESS10N R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 THE STATE OF CALIFORNIA OR ITS OFF/CERS Exp. CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED 7f av CALI�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 NOTE: 1. For "SECTION A -A", see R-37. PLAN� w o� 0 a aJ � w a � RETAINING WALL 795 0 CD RETAINING WALL PLAN NO. 2 wo .0 R-34 0 -- RELATIVE BORDER SCALE Q 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 IS IN INCHES I i I i I i of I Datum Elev 1070.00 14+00 DEVELOPED ELEVATION (MIRRORED) /8 "=1 '-0.. �f- o x n� c RW footing, Typ s - pO gyp/ Toe of slope Top of slope r "RW795" LOL A a Z 0 w_ x Q U w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY o Q w w BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE _> $REQUEST 1 14+00 Dist COUNTY I ROUTE I POST MILES SHEET TOTA TOTAL PROJECT No. SHEE' 08 SBd 10 14.8/15.5 386 566 D/ -)I sv 07/23/10 QaaFESS10N R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 { THE STATE OF CALIFORNIA OR ITS Exp. OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED 7f av CALI�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 NOTE: 1. For "SECTION B -B", see R-37. PLAN1^1 ;, /8"=1'-0 o W 00 a aJ � w a � RETAINING WALL 795 6.0 RETAINING WALL PLAN NO. 3 wo O R-35 0 �o RELATIVE BORDER SCALE IS IN INCHES I I 2 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 i I i i I x I W m H QU JZ W E'U Y U U JN W Q W UD U U x 0O 0 Uj W 0- Z:) N w w J J Y a a Z 0 U ~ Z W a' W m H Z I H J Ln Ln Z 0 U x a z 0 w_ x Q U Ll !Datum Elev 1070.00 15+00 w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REOU DEVELOPED ELEVATION (MIRRORED) I/B"=1 '-0.1 "RW795" LOL RW footing, Typ Toe of slope - 2:1 or flatter Top of slope PLAN 1/811=1 '-0.1 RELATIVE BORDER SCALE 0i 2 3 IS IN INCHES I I I I I I UNIT 2232 Dist COUNTY I ROUTE ITOTAL PROJECT ' No. SHEE' 08 SBd 10 14.8/15.5 387 566 D/ -)I s` 07/23/10 QaaFESSIO R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 THE Exp. STATE OF CAL/PORN/A OR ITS OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED 7f av MI�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 RETAINING WALL 795 RETAINING WALL PLAN NO. 4 R-36 PROJECT NUMBER & PHASE 0800000745 x x x x I W aJ H QU JZ W E'Y U� U JN W aw UD U U 01 O UJ a' a Z:) r N J J Y a a 0 U ~ Z W a' W m H Z Q J Ln 0 See Note 1 See Note 2 ro Finished Cradle Cap-typ. See Note 2 Backfoce of Retaining Wall I 3" Slotted Plastic Pipe. I See Note 2 I Deto i I "A" 4'' 0 drain Geocomposite Drain I I Tee Connection Detail "B" 3" Unslotted Plastic Pipe 3" min. WALL SECTION SECTION A—A 10 mil Polyethylene Bond to Filter Fabric sheet wrap around A A Deacomposite M Bond 6" to woII. Cut hole for 3" pipe — .b o Level or sloped toward wall Cement Treated Permeable Base DETAIL "A" DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale BO -3 ALTERNATIVE TO BRIDGE DETAIL 3_1 NOTES: ~ 1. 4" 0 drains of intermediate sag points and at 25' max o center to center (9'c -c for Type 3 and 9'-3" c -c for Type 4 retaining walls). z For walls adjacent to sidewalks or curbs, provide 4" plastic pipe under sidewalk to discharge through curb face. a Exposed wall drains shall be located 3"± above finished grade. 0 2. Geocomposite drain, cement treated permeable base, and 3" 0 slotted plastic pipe continuous behind retaining wall. Cop ends of pipe. Provide "Tee" connection at each 4' 0 drain. a ® 3. Connect the low end of plastic pipe to the main outlet z pipe as applicable. O x Q U �o w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q BORDER LAST REVISED 7/2/201C USERNAME=>$USER DGN FILE => $REQU NOTES: 1. Permissible location of weakened plane and expansion joints. 2. Stain on back face of wall shall extend to bottom of gutter. Do not stain gutter. SECTION A -A 3/4"=1 '-0" Fractured Rib v` a I I ey, Note 1 \� n n n, 0 0 0 Wall reinf Face of wall FRACTURED RIB TEXTURE DETAIL No Scale RELATIVE BORDER SCALE 02 3 IS IN INCHES I I I I I I Di.tJ COUNTY I ROUTE ITOTAL PROJECT ' No. SHEE' 08 SBd 1/ j� �10 14.8/15.5 388 566 (/) r sv 07/23/10 QaaFESsraN R IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE No. C66397 THE STATE OF CALIFORNIA OR !TS OFF/CERExp. S CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR st �c THE ACCURACY OR COMPLETENE55 OF SCANNED 47f av MI�pN COPIES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 SECTION Q -13a Y4"=1 ,-0„ 00 a� RETAINING WALL 795 MISCELLANEOUS DETAILS w o .0 R-37 0 UNIT 2232 I PROJECT NUMBER & PHASE 0800000745 x I w m aU o JZ W E'Y U� U JN W Q W UD U U x 0O Uj W > > N w J J Y z a z 0 U ~ Z W a' W m z Z I J Ln z 0 U X Dist COUNTY I ROUTE ITOTAL PROJECT ' No. SHEE' 08 SBd 10 14.8/15.5 389 566 D/ -)I s` 07/23/10 QaaFESSIO REIQ IS ERED CIVIL ENGINEER DATE o a� Brett Makle c 6/28/11 PLANS APPROVAL DATE N, C66397 THE STATE OF CALIFORNIA OR ITS OFF/CERS Exp. CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR s"4 �c THE ACCURACY OR COMPLETENE55 OF SCANNED 7f av MI�pN COP/ES OF THIS PLAN SHEET. SANBAG T.Y. LIN INTERNATIONAL 1170 W 3RD STREET 3550 VINE STREET, SUITE 120 SAN BERNARDINO, CA 92410 RIVERSIDE, CA 92507 * For additional quantities, see O -SHEETS. For additional quantities, see Structure Sheets 1 Q Z w_ x Q U L� � O w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REOU RELATIVE BORDER SCALE 0i 2 3 IS IN INCHES I I I I I I UNIT 2232 RETAINING WALL QUANTITIES R-38 PROJECT NUMBER & PHASE 0800000745 • • MINOR* CONCRETE BARRIER CONCRETE AESTHETIC TREATMENT BAR Reinf STRUCTURAL STRUCTURE STRUCTURE CABLE PERVIOUS TUBULAR ANTI - GRAFFITI STEEL CONCRETE EXCAVATION BACKFILL RAILING * TYPE PREPARE FRACTURED ARCHITECHRAL BACKFILL HAND COATING (Ret WALL) (Ret WALL) (Ret WALL) (Ret WALL) 26A TYPE TYPE GUTTER AND RIB TREATMENT MATERIAL RAILING (Mod) 736A 60D STAIN TEXTURE (TYPE C) CONCRETE** WALL STATION LIMITS LB CY CY CY LF LF LF LF CY SF SF SF CY LF SF No. 41 10+00.00 to 17+34.33 "RW41" LOL 126,978 1,043 1,840 3,228 566 170 19 14,381 10,270 320 170 14,381 42 10+00.00 to 12+06.34 "RW42" LOL 18,591 218 304 529 207 7 2,882 1,996 61 2,882 792E 10+00.00 to 15+55.32 "RW792E'' LOL 42,990 529 2,591 1,432 556 556 19 11,759 4,925 141 792W 10+00.00 to 16+42.33 "RW792W'' LOL 122,793 961 5,064 3,120 558 84 643 19 7,309 8,715 295 795 10+00.00 to 15+67.35 "RW795" LOL 34,805 443 719 1,018 568 14 8,737 3,187 97 TOTAL 3461157 3,194 10,518 9,327 1,887 170 336 19199 78 459068 15,453 13,640 914 170 17,263 * For additional quantities, see O -SHEETS. For additional quantities, see Structure Sheets 1 Q Z w_ x Q U L� � O w W ® THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY D Q BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE => $REOU RELATIVE BORDER SCALE 0i 2 3 IS IN INCHES I I I I I I UNIT 2232 RETAINING WALL QUANTITIES R-38 PROJECT NUMBER & PHASE 0800000745 • • BENCHMARKS' DIST COUNTY I ROUTE I POST MILES SHEET TOTAL AL PROJECT No SHEETS OS 1 SBd 10 14.8/15.5 1 390 1 566 Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD-88 (NGS NAVD88) A-09-006 4 a*05/07/10 Pt. 1026 10 N: 1846460.090 E: 6727117.050 Elevation: 1098.203 A-09-152 REGISTERED CIVIL ENGINEER DATE �o'?V' 4,_ SET MAG NL & FLASH NB CITRUS 400'± S' LY OF RAILS e ti S.PIRATHIVIRAJ = Pt. 1076 RW 41 6/28/11 " C71662 ° NO.a N: 1847146.214 E: 6717897.129 Elevation: 1118.852 PLANS APPROVAL DATE FD CHIS X' IN WALK/BCR SE COR CITRUS AND EB ON-RAMP { Exp. 12771711 # The State of Co/ifornio or its officers or agents Pt. 5003 sl C IVIsholl L P 4l6 o�N\ s onned N: 1846901.873 E: 6726986.553 Elevation: 1085.900 sneet. of CALIF completeness of copies of tn�is p/onr SET REBAR W/ "AECP LS 4430" PLUG 30't S'LY OF RAILS, '+- 9 40 „CII, To Walnut Ridge SANBAG 100 W' LY OF CITRUS 1 2 1170 W 3RD STREET Pt. 5004 To Declezville 3 4 45 6 7 SAN BERNARDINO, CA 92410 N: 1846909.878 E: 6727206.247 Elevation: 1086.009 'AECP EARTH MECHANICS, INC. SET REBAR W/ LS 443011 PLUG 30'-+ S' LY OF RAILS, 100'* E' LY OF CITRUS 17660 NEWHOPE STREET, SUITE E FOUNTAIN VALLEY CA 92708 NOTES: a(1) This LOTB sheet was prepared in accordance with the Caltrans Soil RW 412 and Rock Logging, Classification and Presentation Manual (June 2007). (2) 2.4" samples were taken using a California Modified Sampler. PLAN (3) An automatic trip hammer system consisting of a hammer weight of 111 _ 50, 140 lbs falling a distance of 30" was used to advance the drive sampler. (4) Conversion factor from 2.4" Modified California Ring Sampler blowcounts to Standard Penetration Test (SPT) blowcounts is 0.5. C J J � J N N N � v l t Q N +1100A-09-152 U N N +1100 El. +1095.00 ft 8 J� Bulk R CP SILTY SAND ISM): dense, olive -gray, dry, few fine GRAVEL, mostly coarse to fine SAND, little Q fines +1090 } 26 1.4 1 M PA OO nonplastic, weak cementation Poorly graded SAND with SILT and GRAVEL SP -SM : �� +1090 m ^ A - 09 - 006 r V dense, olive brown, dry 31'/. fine GRAVEL, 61% coarse to fine SANb, 8% fines, nonplastic, EI. +1083.50 ft m D z 86/11 2.4 2 OM UW weak cementation 8' Poorly graded SAND with SILT (SP -SM): dense, � 0 +1080 54 1 q 3 OM PA Poorly graded SAND with GRAVEL (SP): very dense, olive gray, dry, little fine GRAVEL, mostly olive -brown dry, few fine GRAVEL, mostly coarse p fine SANb, few fines, nonplastic, weak +1080 z a coarse to fine SAND, trace fines, nonplastic,F5-1T2.411 OOOO�to M UW PA DS cementation >weak w cementation 13% fine GRAVEL, 79% coarse to fine SAND, 8% fines 28 2.4 4 OM UW Poorly graded SAND with SILT and GRAVEL SP -SM w very dense, olive -gray, drY, 40% fine GRAVEL, y% 45 1.4 2 Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive -gray, dry, little coarse to +1070 53% coarse to fine SAND, fines, nonplastic, +1070 33 1.4 5 OM weak cementation Poorly graded SAND with SILT (SP -SM): medium 55 2.4 3 fine GRAVEL, mostly coarse to fine SAND, few fines, nonplastic, weak cementation 52 2.4 6 Uw e, olive -gray, dry, mostly coarse to fine No Recovery few fines nonplastic weak cementation REF/6 1.4 4 OM f Ive- ly graded SAND with GRAVEL SP : dense, olive - +1060— +1060 Terminated at El. 1064 ft, t�SAND, dry, little coarse to fine GRAVEL, mostly +1 060 Drilled on 10/7/2009se to fine SAND, trace fines, nonplastic, 50/6 2.4 5 OM UW Hammer Energy Ratio (ERi=75%) cementation Groundwaternot Encountered During Drilling SILTY SANDwith GRAVEL (SM): dense, olive -gray, dry little fine GRAVEL, mostly coarse to fine 50/6 1.4 6 OM PA 28% fine GRAVEL, 64% coarse to fine SAND, 8% fines +1050 SANG, little fines, nonplastic, weak cementation +1050 37 2.4 7 UW PP SILTY SAND :medium densea ofivebrown, moist, mediumm to fine SAND, little fines, 20 1.4 8 !OM nonplastic, weak cementation, with SANDY SILT layer, PP>4.5 tsf +1040 trace CLAY +1040 57 2.4 F 9 ,,.'� UW becomes dense 33 1.4 10 O +1030 +1030 PROFILE TerminatedDrnt10/7/l. 2009 32 ft le VERTICAL 1'' = 10' Hammer Energy Ratio (ERi=75%) HORIZONTAL 1" = 40' Groundwater not Encountered During Drilling +1020 +1020 Stationing along "Citrus" Line i i i i+1010 +1010 1 1 40+00 42+00 44+00 46+00 48+00 50+00 R. Zezoff DRAWN By J. Fang R. Jie PREPARED FOR THE NO. R-39 FIELD INVESTIGATION BY: S.BRIDGE STATE OF CALIFORNIA PCT DESIGN OVERSIGHT CHECKED B. L. Cheon 9 DATE: 10/07/09 R PROJECT DEPARTMENT OF TRANSPORTATION ENGINEER vosT MILES ENGINEER 15.2 L O G OF TEST BORINGS 1 OF 7 SIGN OFF DATE ORIGINAL SCALE IN INCHES I I I I CU 08224 DISREGARD PRINTS BEARING REVISION DATES SHEET OF 03 i0 OS t0 IO/12/IO I 1 1 7 OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-0:-09) FOR REDUCED PLANS 0 I 2 7 EA 466 8101 EARLIER REVISION DATES _ FILE => $REOUEST FILE _> $REQUEST DIST COUNTY ROUTE I POST MILES SHEETI TOTAL TOTAL PROJECT No SHEETS BENCHMARKS 08 1 Sed 10 1 14.8/15.5 1 391 566 Horizontal coordinates are CCS NAD-83 (NSRS2007) To Rancho Cucamonga ((dd� %�r��!"I Vertical control based on NAVD-88 (NGS NAVD88) `i `�05/07/10 aDFEss,a Pt. 1026 A-09-154 REGISTERED CIVIL ENGINEER DATE N: 1846460.090 E: 6727117.050 Elevation: 1098.203111 0 9 810 SET MAG NL & FLASH NB CITRUS 400'* S' LY OF RAILS Z ; eos e e A-09-161 To Bloomington 6/28/11 S.PIRATHIVIRAJ = Pt. 1076Rw A Aw 792E A-09-007 NO• C71662 PLANS APPROVAL DATE z Exp. 12/31/11 N: 1847146 .214 E: 6717897.129 Elevation: 1118.852 s 9 Bos e T the State of California or its officers oragents .4 1 CIVIL FD CHIS X" 1N WALK/BCR SE COR CITRUS AND EB ON-RAMP 8• a a LU shall not be responsible for the occurI ar J' \ �` of CaL3f0p ca'apleteness of scanned copies of this plan sheet. or Pt. 5003 N: 1846901.873 E: 6726986.553 Elevation: 1085.900 "AECP SANBAG SET REBAR W/ LS 4430" PLUG 30'± S'LY OF RAILS, 100 't W' LY OF CITRUS 1170 W 3RD STREET Pt. 5004 SAN BERNARDINO, CA 92410 N: 1846909.878 E: 6727206.247 Elevation: 1086.009 "AECP EARTH MECHANICS INC. SET REBAR W/ LS 4430" PLUG 30'± S' LY OF RAILS, 100'* E' LY OF CITRUS 17660 NEWHOPE STREET, SUITE E NOTES: FOUNTAIN VALLEY CA 92708 (1) This LOTB sheet was prepared in accordance with the Coltrons Soil N 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 PLAN m 140 lbs falling a distance of 30" was used to advance the drive sampler. 1" = 100' (4) Conversion factor from 2.4" Modified California Ring Sampler blowcounts to m Standard Penetration Test (SPT) blowcounts is 0.5. �o = m 0 A-09-007 +1 1 20 +1120 EI. +1117.70 ft 8 3 As halt Concrete Poorly graded SAND with SILT SP-SM : dense, 93/11 2.4 1 M UW olive brown dry, few fine GRAVEL, mostly coarse fine SANb, few fines, nonplastic, weak �to +1110 cementation 0 0 +1110 7 t.4 M PA becomes ver dense ° o SILTY SANDISM):dense, olive moist, % floe GRAVEL, 63% coarse to fine SAND, 32% fines, d ao d nonplastic, weak cementation + Q ' " A-09-161 +1100 0DO +1100 78/11 2.4 3 M UW OS becomes very dense, olive gray trace fine GRAVEL, mostly coarse to fine �AND,little fines _ G A - 09 - 1 5 4 EI. +1095.50 ft (SP-SM Bulk R CP SE oorly graded SAN with S L : medium +1 090 EI. +1090.00 ft g Bul -\3 Asphalt Concrete 13 1.4 1 OM -\ dense, olive-brown, moist, few coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, +1 090 m nonplastic, weak cementation } w 6 1.4 4 MPoorly graded SAN with SILT and GRAVEL(SP-SM): ® SILTY SANDISM):loose, olive-brown, moist, SILTY SAND (SM): medium dense olive-brown moist, mostly coarse to fine �AND,little lines, < dense, olive gray, moist, little fine GRAVEL, Z mostly course to fine SAND, few fines, few fine GRAVEL, mostly coarse to fine SAND,17512.41•:, 6 1 4 2 OM PA CR 1 little fines, nonplastic, weak cementationnonplastic, OM UW PA weak cementation 0 48 2.4 5 UW DSS nonplastic, weak cementation 11080- Bulk 6 1% fine GRAVEL, 69% coarse to fine SAND, 30% fines 14211.41 3 %O Well-ggraded SAND with GRAVEL(SP):dense, gray, dry, T9% coarse to fine GRAVEL, 78% coarse to +10800 PA SILTY SAND with GRAVEL SM :dense, olive brown, < moist 337. coarse to fine GRAVEL, 527 coarse to 40 2.4 3 OM UW DS 5 L Y SAN with GRAVEL (SM): medium dense, olivefine SAND, 3% fines, nonplastic, weak cementation z a 37 1 4 7 M > fine SAND, 15% fines, nonplastic, weak 1 brown dry, little fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak REF/5 2 4 4 OM UW Poorly graded SAND with GRAVEL (SPI: very dense, dry, little to fine GRAVEL, 50/4 2 4 8 M UW cementation 4g 1 4 q cementation gray, coarse mostly Poorly graded SAN with GRAVEL SP : dense gray w 57 1.4 9 M y 9 9 Y, +1070-- dry little fine GRAVEL, mostly coarse to fine Poorly graded SAND with GRAVEL SP : very dense, coarse to fine SAND, trace fines, nonplastic, weak cementation +1070 REF/6 2.4 10 M UW SANb trace fines non lastic, weak cementation P gray, dry, little coarse to fine GRAVEL, mostly EF/6 2 4 5 M UW coarse to fine SAND, trace fines, nonplastic, 74 1 q t O 50/6 1.4 11 M becomes very dense weak cementation 11 1 4 6 OM Poorly graded SAND with SILT and GRAVEL 50/3 2 4 6 ",.OM UW PA Poorly graded GRAVEL with SAN G very dense, 0/5 .4 12 M UW .(SP-SM): medium dense, olive-groy, moist, little fine gray, dry, mostly coarse to fine GRAVEL, little to fine SAND, trace fines, nonplastic,+1060 +1060 with SAN ML : very stlffll9ht olive- GRAVLmostly coarse to fine SAND, few fines,coarse UW weak cementation OO#DSF\��_I�S'tjc, SANDY SILT ML hard, olive-brown moist, little .M PA 2 M weok cementationSIL Well graded SAND with SILT and GRAVEL SW-SM brown, moist, 22% medium to fine SAND, 78% fines, medium to fine SAND low plasticit PP>4.5 tsf 4 8 M UW PPEnonplastic, olive gray, dry, 31% coarse to fine low plasticity 35 2.4 14 OM UW 28 1.4 8 & PA ILTY SAND with GRAVEL (5m): dense, olive-brown moist, 28% fine GRAVEL, 47% coarse to fine SANG, .4 , 64' coarse to fine SAND, 5% fines, weak cementation +1 050 OM UW PP 25% fines non lastic weak cementation / 1 SIL ML : hard, olive brown, moist, medium +1050 e SAND, low plasticity MS LTY SAN SM : medium dense olive moist, few fine GRAVEL, mostly coarse to fine SAND,little SANDY SILT ML : very stiff, olive-brown, moist, little medium to fine SAND, low plasticity, -\PP=4.0 5 tsf fines, nonplastic, weak cementation 20 1.4 10 OM tsf SYLVAN R /4 .4 10 M Poorly graded SAND with GRAVEL (SP): very dense, olivegray, ra dr little coarse to fine GRAVEL 5 .4 1 M UW Lbecomes dense +1 040 M : medium dense olive-brown mostly coarse to fine AND, little lines, Terminated at Ei. 1045.2 ft mostly coarse to fine SAND, trace fines y +1 040 84 2.4 11 M UW non lastic, weak cementation �O Nmoiplo Drilled on 9/22/2009 Hammer Energy Ratio (ERi=75%1 nonplastic, weak cementation 1 4 1 M ANY L (ML): hard, olive, moist, little Poorly graded SAN with SILT(SP-SM): very dense, Groundwater not Encountered o Recovery medium to fine SAND, low plasticity Terminated at EI. 1038.5 ft olive gray, dry, mostly coarse to fine SAND, few During Drilling Terminated of El. 12009 ft Drilled on 9/25/2009 fines, nonplastic, weak cementation Hammer Ener Ratio (ERi=75%) +1030 Drilled on 9/14/2009 9Y Hammer Energy Ratio (ERi=75%) Groundwater not Encountered During Drilling +1030 Groundwater not Encountered During Drilling PROFILE VERTICAL 1" = 10' HORIZONTAL 1" = 40' +1020 +1020 Stationing along "I-10" Line +1010 +1010 801+00 803+00 805+00 807+00 809+00 811+00 R. Zezoff DRAWN BY 1. Fang R. Jie PREPARED FOR THE PCT BRIDGE NO. R-40 FIELD INVESTIGATION BY: STATE OF CALIFORNIA S. DESIGN OVERSIGHT CHECKED BY L. Cheung DATE: 09/14/09 to 09/25/09 DEPARTMENT OF TRANSPORTATION R PROJECT ENGINEER ENGINEER POST MILES 15.2 L O G OF T E S T BORINGS 2 OF 7 SIGN OFF DATE ORIGINAL SCALE IN INCHES I I I I I I CU 08224 DISREGARD PRINTS BEARING REVISION DATES SHEET OF 03 10 OS 10 10/21/10 I I I I I 1 1 2 1 7 OG5 Clvll LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 I 2 3 EQ 466 8701 EARLIER REVISION DATES - E FILE _> $REQUEST FILE => $REOUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 DIST COUNTY I ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS BENCHMARKS: OS 1 SBd 10 14.8/15.5 1 392 1 566 Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD-88 (NGS NAVD88) To Rancho Cucamonga 10/22/10 Pt. 1026 QaDFEssION REGISTERED CIVIL ENGINEER DATE a To Bloomington - ,_ N: 1846460.090 E: 6727117.050 Elevation: 1098.203 A-09-148 W Ilk SET MAG NL & FLASH NB CITRUS 400'± S' LY OF RAILS I1 g" T 6 , o Boo 6/28/11 u S.PIRATHIVIRAJ Pt. 1076 95 6 RW O. 792W No. PLANS APPROVAL DATE C71662 x Exp. 12/31/11 N: 1847146.214 E: 671 7897.1 29 Elevation: 1 118.852 The stote of Coliforn ioor its officers or o ents y FD CHIS X' IN WALK/BCR SE COR CITRUS AND EB ON-RAMP 6 T 8 B 9 a eoo sholl not be responsible for the occurocy or si4l CIVIL N\P 6 4 795 coWleteness of sconned copies of this pion sheet. OF CAUFOR Pt. 5003 A-09-14 7 N: 1846901.873, E: 6726986.553 Elevation: 1085.900 SANBAG SET REBAR W/ 'AECP LS 4430" PLUG 30'* S'LY OF RAILS, 100 't W' LY OF CITRUS 1 1 70 W 3RD STREET Pt. 5004 SAN BERNARDINO, CA 92410 N: 1846909.878, E: 6727206.247 Elevation: 1086.009 'AECP EARTH MECHANICS, INC. SET REBAR W/ LS 4430" PLUG 30'± S' LY OF RAILS, 100'* E' LY OF CITRUS 17800 NEWHOPE STREET, SUITE B PLAN NOTES: FOUNTAIN VALLEY CA 92708 1 " = 100' (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 blowcounts to Standard Penetration Test (SPT) blowcounts is 0.5. +1120 +1120 +1110 o: aO +1110 �o + J� N +1100 O^ Q +1100 _-� A-09-147 �+ J� EI. +1092.00 ft 8 �� _ +1090 --Bulk R CP SE SILTY SAND (SM): very dense, olive groyl dry, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation ^ A-09-148 +1090 m r - } `F 58 1.4 1 M EI. +1085.00 ft M � Z Bulk R CP SE 3 Asphalt Concrete > 0 +1080 30 2.4 2 „ OM UW PA Poorly graded SAND with GRAVEL (SP): medium dense olive ro dr 37% fine GRAVEL g y0 y0 ' 3 1.4 2 PA SILTY SAND (SM): very dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation +1080 O 59% coarse to fine SAND, 4% fines, nonplastic, weak cementation ,;',0 8% fine GRAVEL, 68% coarse to fine SAND, 24% fines z > 14411.41 3 OM 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, nonplastic, weak cementation F6OT2.4F3 No Recovery + U-1 +1070 REF/4 2.4 4 No RecoveryREF/5TI 4 OM +1070 V .41 Poorly groded SAND with SILT and GRAVEL (SP -SM): very dense,. gray, moist, little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonplastic, weak cementation 85/11 1.4 5 OM Poorly graded SAND with GRAVEL (SP): very dense, olive-groy, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation 11011.41 5 (M) PA SILTY SAND (SM): medium dense, gray, dry, 10% fine GRAVEL, 76% coarse to fine SAND, +1060 REF/6 2.4 6 OM UW Poorly graded SAND with SILT and GRAVEL (SP -SM): ver dense olive -gray, dr little coarse 14% fines, nonplastic, weak cementation +1060 Terminated at El. 1061.5 ft to fineGRAVEL, mostly coarse to fine SAND, few fines, nonplastic, weak cementation 50/4 2.4 6 OM UW Poorly graded, SAND (SP): very dense, gray moist, few fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak Cementation Drilled on 9/23/2009 Hammer Energy Ratio (ERi=75%) 61 1.4 7 OM fine Poorly graded SAND with GRAVEL (SP): very dense, gray, moist, little coarse to GRAVEL, +1050 Groundwater not Encountered During Drilling mostly coarse to fine SAND, trace fines, nonplastic, weak cementation +1050 Terminated at EI. 1053.5 ft Drilled on 9/25/2009 Hammer Energy Ratio (ERi=75%) Groundwater not Encountered During Drilling +1040 +1040 +1030 +1030 PROFILE VERTICAL 1" = 10' HORIZONTAL 1" = 40' +1020 +1020 Stationing along "I-10" Line +1010 +1010 795+00 797+00 799+00 801+00 803+00 805+00 R. Zezoff DRAWN By J. Fang R. Jie PREPARED FOR THE NO. R-41 FIELD INVESTIGATION Br: STATE OF CALIFORNIA S.BRIDGE PCT DESIGN OVERSIGHT CHECKED By L. Cheong DATE: 09/15/09 to 09/25/09 DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES R ENGINEER 15.2 L O G O F TEST BORINGS 3 OF 7 SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING ei PEVIS101 DATES SEET OF 0} 10 OS t0 10/2T/10 3 7 OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 2 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES FILE => $REOUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 FILE => $REOUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 DIST COUNTY ROUTE I POST MILES SHEETITOTAL TOTAL PROJECT No SHEETS BENCHMARKS' 08 1 Sed 10 1 14.8/15.5 1 393 566 Horizontal coordinates are CCS NAD -83 (NSRS2007) To Rancho Cucamonga Vertical control based on NAVD-88 (NGS NAVD88) To Bloomington 10/22/10 aDFEss,a REGISTERED CIVIL ENGINEER DATE CoQ 'Yq� Pt. 1026 I,o a y Ito"eoo 1 Fcz N: 1846460.090 E: 6727117.050 Elevation: 7098.203 795 6 A-09-008 - ti S.PIRATHIVIRAJ SET MAG NL & FLASH NB CITRUS 400'* S' LY OF RAILS RW No, 792W 6/28/11 w m Pt. 1076 8❑ �f2 � C eoo , T e U ,�. C71662 PLANS APPROVAL DATE z EKP. 12/31/11 N: 1847146.214 E: 6717897.129 Elevation: 1118.852 FD CHIS X' IN WALK/BCR SE COR CITRUS AND EB ON-RAMP 4 795 6 A-09-1 51 the State of Colifornio ar its officers or agents �` CIVIL shall not be responsible for the oCCaraCy Or Jl4 OF��T coWleteness of sconned copies of this plan sheet. OF CALIF Pt. 5003 N: 1846901.873 E: 6726986.553 Elevation: 1085.900 SANBAG SET REBAR W/ "AECP LS 4430" PLUG 30'± S'LY OF RAILS, 100 't W' LY OF CITRUS 1170 W 3RD STREET Pt. 5004 PLAN SAN BERNARDINO, CA 92410 N: 1846909.878 E: 6727206.247 Elevation: 1086.009 EARTH MECHANICS, INC. SET REBAR W/ "AECP LS 4430" PLUG 30'# S' LY OF RAILS, 100'± E' LY OF CITRUS 1" = 100' 17800 NEWHOPE STREET, SUITE B NOTES: FOUNTAIN VALLEY CA 92708 (t) This LOTB sheet was prepared in accordance with the Coltrons 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. o: (4) Conversion factor from 2.4" Modified California Ring Sampler blowcounts to e Standard Penetration Test (SPT) blowcounts is 0.5. °O + -o C A-09-008 +1120 ti =� A-09-151 EI. +1118.70 ft +7120 B' 8 Asphalt Concrete, 2.5 ase EI. +1115.00 ft B 1 SILTY SAND (SM): loose to dense, olive, moist, few fine GRAVEL, 6 Bose Asphalt Concrete, 1.5 33 1.4 1 M mostly cgorse to fine SAND, little fines, nonplastic, weak SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, cementatlon +1110 25 1 4 1 M PA �47 little fines, nonplostic, weak cementation +1110 fine GRAVEL, 697 coarse to fine SAND, 27% fines 50/6 172 .4 F 2 O UW OS becomes very dense Bulk I J 13 �� SILTY SAND with GRAVEL (SM): dense, olive -brown* moist, 11% fine GRAVEL, 62% course to +1100 fine SAND, 21% fines, nonplastic, weak cementation +1100 27 1.4 4 M Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive, moist, little fine GRAVEL, 6T1__ 4 3 O PA CR becomes dense, 10% fine GRAVEL, 49'/, coarse to fine SAND, 41% fines mostly coarse to fine SAND, few fines, nonplastic, weak cementation 50/6 2.4 5 O UW DS SILTY SAND (SM): very dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation +1090 38 1 4 6 O PA dense, 11% fine GRAVEL, 70% coarse to fine SAND, 19% fines +1090 m 150/6"12.41 4 M UW becomes very dense, few fine GRAVEL, mostly coarse to fine SAND, Mvery Z50/5 2.4 7 UW dense, dry little fines < 31 1.4 5 becomes dense -D oBulk I-__ +1080 a 28 1 4 8 0 Poorly graded SAND with GRAVEL (SP): dense, olive gray, dry, little coarse to fine 6 O 17912.41 7 M UW DS PA Poorly graded SAND with SILT and GRAVEL (SP SM): dense, olive brown, +1080 Z Y uJ 50/4 2.4 9 M UW OO GRAVEL, mostly coarse to fine SAND, trace fines, nonplostic, weak cementation very dense, gray 75 1.4 8 M dry, 18% fine GRAVEL, 76% coarse to fine SAND, 6% fines, nonpiostic, weok cementation w +1070 52 1 4 10 :;'OM + REF/5 2.4 9 M UW Poorly graded SAND with GRAVEL (SP): very dense, roy, dry,.little 67 1.4 10 M +1070 coarse o fine GRAVEL, mostly coarse to fine SAN , trace fines, REF/5 2.4 11 M UW nonplostic, weak cementation 19012.4111 Poorly graded GRAVEL with SAND (GP): very dense, gray, dry, mostly coarse to fine GRAVEL, little coarse to fine SAND, trace fines, nonplostic, weak cementation I35_0/_67_1.4T_12_%'4' M poorly graded GRAVEL with SAND (GP): very dense, gray, dry, mostly +1060F50-7671,4112 coarse to fine GRAVEL, little coarse to fine SAND, trace fines, +1060 -'OM^' Poorly graded SAND with GRAVEL (SP): very dense, gray, drX, little coarse to fine R 73-172,4 13 ^= M UW nonplostic, weak cementation GRAVEL, mostly coarse to fine SAND, trace fines, nonplostic, weak cementation 60 2.4 13 UW SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND, Terminated at EI. 1058.4 ft little fines, nonplostic, weak cementation, with SANDY SILT layer Drilled on 9/15/2009 +1050 Terminated of El. 1053.5 ft Hammer Energy Ratio (ERi=75%) +1050 Drilled on 9/16/2009 Groundwater not Encountered During Drilling Hammer Energy Ratio (ERi=75%) Groundwater not Encountered During Drilling +1040 +1040 +1030 +1030 PROFILE VERTICAL 1" = 10' HORIZONTAL 1" = 40' +1020 +1020 Stationing along "I-10" Line +1010 +1010 797+00 799+00 801+00 803+00 805+00 807+00 R. Zezoff DRAWN BY ,1. Fang R. Jie PREPARED FOR THE BRIDGE NO. Pirathiviroj R-42 FIELD INVESTIGATION BY: STATE OF CALIFORNIA S. DESIGN OVERSIGHT CHECKED BY L. Cheang DATE: 09/15/09 to 09/25/09 DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES 15.2 L O G OF TEST BORINGS 4 OF 7 SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF Igoe,, OS 10 10/1Z/10 1 4 ] OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 1 3 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES FILE => $REOUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 FILE => $REOUEST DIST COUNTY I ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS BENCHMARKS: 08 1 SBd 10 14.8/15.5 1 394 566 Horizontal coordinates are CCS NAD -83 (NSRS2007) 8" A-09-156 (3 %� Vertical control based on NAVD-88 (NGS NAVD88) `i `:! ' 05/07/10 Pt. 1026 ?aOVESSION REGISTERED CIVIL ENGINEER DATE �o a, N: 1846460.090 E: 6727117.050 Elevation: 1098.203 SET MAG NL & FLASH NB CITRUS 400"+-- S' LY OF RAILS s.PIRATHIv1RAJ - Pt. 1076 RW 795 No. x PLANS APPROVAL DATE a C71662 1847146.214 E: 671789E Elevation: 1118.852 Exp. 12/31/11 The stote of Colifornio or its officers or o ents a » 9 I' ON -2 FD CHIS X" IN WALK/BCR SE COR CITRUS AND EB ON-RAMP CO s CIVIL sholl not be responsible for the occurocy Or 4 P lF Pt. 5003 CoVllpleteness of sconned copies of this pion sheet, OE CALIFORN N: 1846901.873 E: 6726986.553 Elevation: 1085.900 , SET REBAR W/ 'AECP LS 4430" PLUG 30'± S'LY OF RAILS, 100 "* W' LY OF CITRUS SANBAG 1170 W 3RD STREET Pt. 5004 8� SAN BERNARDINO, CA 92410 N: 1846909.878 E: 6727206.247 Elevation: 1086.009 SET REBAR W/ 'AECP LS 4430" PLUG 30"± S" LY OF RAILS, 100"± E" LY OF CITRUS 79 "C13" A-09-149 EARTH MECHANICS INC. 17660 NEWHOPE STREET, SUITE E NOTES: FOUNTAIN VALLEY CA 92708 To Rancho Cucamonga (1) This LOTB sheet was prepared in accordance with the Caltrans Soil and Rock Logging, Classification and Presentation Manual (June 2007). To Bloomington - (2) 2.4" samples were taken using a California Modified Sampler. •'I -,o" 2 T 9 9 eoo T95 e (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. PLAN (4) Conversion factor from 2.4" Modified California Ring Sampler blowcounts to 1" = 100' � Q Standard Penetration Test (SPT) blowcounts is 0.5. +1120 +1120 _ 0 7Q �Q _-� A-09-156 +1110- +1110 C, EI. +1107.00 ft 8 C d 8 Asphalt Concrete 5 Bose _= N A - 09 -149l, SILTY SAND with GRAVEL ISM): dense, olive-groy, 4 1 OM moist, little fine GRAVEL, mostly coarse to fine +1100 SAND, little fines, nonplastic, weak cementation +1100 El. +1098.00 ft 8' Poorly graded SAND with SILT and GRAVEL (SP -SM): 43T2_._4 2 '� UW DS very dense, olive, moist, little coarse to fine 88 1.4 1 OM PA GRAVEL, mostly coarse to fine SAND, few fines, nonplastic, weak cementation �r 31 1.4 3 a OM PA Poorly graded GRAVEL with SILT and SAND GP -GM : +1090 , 42% fine GRAVEL, 46% coarse to fine SAND, dense, olive -gray, dry, 50% fine GRAVEL, +1090 m + REF/5 2.4 2 12/. fines moist, little coarse to fine GRAVEL, mostly 50/5 2.4 4 OM UW 45% coarse to fine SAND, 5% fines, non lostic, P m Bulk ' CR weak cementation coarse to fine SAND, few finesPoorly graded SAND with SILT and GRAVEL SP -SM : D Z 23 1.4 3 M Poorly graded SAND with GRAVj:L (SP): medium dense, dry, little to fine GRAVEL, mostly 57 1.4 5 M O very dense, olive -gray, dry, little fine GRAVEL, mostly to fine SAND, few fines, O +1080 a gray, coarse coarse to fine SAND, trace fines, nonplastic, coarse nonplastic, weak cementation +1080 z 29 2.4 4 UW DS PA weak cementation 48 2 4 6 `` OM UW PA Poorly graded SAND with GRAVEL (SP): very dense, Ld CR PP SILTY SAND / SANDY SILT SM /ML : medium gray, dry, little coarse to fine GRAVEL, mostly + LJU 14 1 4 5 dense/hard, olive brown, moist, 50% fine SAND, 50% fines, low plasticity, PP>4.5 tsf 7p 1.4 7 0 coarse to fine SAND, trace fines, nonplastic, weak cementation +1070 +1070 90/10 2.4 6 UW SILTY SAND (Smi: medium dense, olive brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation REF/3 2.4 8OM UW SANDY SILT ML : hard, olive -brown, moist, 37% fine SAND, 63% fines, low plasticity, PP>4.5 tsf 51 7 8 OM very densePoorly Poorly SAND SILT GRAVEL -SM): graded SAND with GRAVEL (SP): very dense, olive dry, little coarse to fine GRAVEL, .4 graded with and (SP 60 1.4 9 O gray, +1060 very dense, olive -gray, dry, little coarse to mostly coarse to fine SAND, trace fines, +1060 REF/5 2.4 8 O UW fine GRAVEL, mostly coarse to fine SAND, few nonplastic, weak cementation fines, nonplastic, weak cementation 75 2.4 10 OM UW No Recovery moist Poorly graded SAND with GRAVEL (SP): very dense, 22 1.4 9 O SANDY SILT ML : very stiff, olive -browny moist, little medium to fine SAND, low losticlt Terminated at EI. 1055.5 ft olive -gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, +1050 P Y Drilled on 10/19/2009 nonplastic weak cementation + 1050 50/6 2.4 10 O UW Poorly graded SAND with GRAVEL (SP): very dense, Hammer Energy Ratio (ERi=75%) SILTY SAND SM : dense, olive-groy, moist, few olive -gray, dry, little coarse to fine GRAVEL,Groundwater not Encountered fine GRAVEL, mostly coarse to fine SAND, little mostly coarse to fine SAND, trace fines, During Drilling fines, nonplastic, weak cementation 15511.411 11 OM nonplastic, weak cementation +1040- Poorly graded SAND with SILT and GRAVEL SP SM : +1040 RE /4 2.4 12 OM UW very dense, olive -gray, moist, little coarse to fine GRAVEL, mostly coarse to fine SAND, few Terminated at EI. 1037.7 ft fines, nonplastic, weak cementation \--dry Drilled on 9/21/2009 +1030 Hammer Energy Rotic (ERi=75%) +1030 Groundwater not Encountered During Drilling PROFILE VERTICAL 1'' = 10' HORIZONTAL 1" = 40' +1020 +1020 Stationing along "I-10" Line +1010 +1010 795+00 797+00 799+00 801+00 803+00 805+00 R. Zezoff DRAWN By J. Fang R. Jie PREPARED FOR NO. THE R-43 FIELD INVESTIGATION Br: DATE: 09/21/09 and 10/19/09 S.BRIDGE STATE OF CALIFORNIA R PCT ENGINEER PROJECT ENGINEER POST MILES DEPARTMENT OF TRANSPORTATION 15.2 DESIGN OVERSIGHT CHECKED By L. Cheong L O G O F TEST BORINGS 5 OF 7 SIGN OFF DATE ORIGINAL SCALE IN INCHES C U O S 2 24 DISREGARD PRINTS BEARING PEVI5101 DATES SHEET OF 0} 10 05/01/10 X X OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-0:-09) FOR REDUCED PLANS 0 1 2 3 EA 468101 EARLIER REVISION DATES FILE => $REOUEST REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) CEMENTATION Description Criteria Weak Crumbles or breaks with handling or A little finger pressure. Moderate Crumbles or breaks with considerable Rotary dri I led boring finger pressure. Strong Will not crumble or break with finger OR pressure. BOREHOLE IDENTIFICATION Symbol Type Description sl:e A Auger Boring sl:e R Rotary dri I led boring Strength (tsf) P Rotary percussion boring (air) OR < 0.25 Rotary drilled diamond core < 0.12 Easily penetrated several inches HD Hand driven (1 -inch soil tube) The thread cannot be rerolled after reaching the plastic limit. The lump crumbles HA Hand Auger when drier than the plastic limit. D Dynamic Cone Penetration Boring ® CPT Cone Penetration Test (ASTM D 5778-95) 0.12 to 0.25 by thumb 0 Other Note: Size in inches. C O C) 0 o Hole I.D. Top Hole EI. Casing driven 3 Description of material Size of Sampler (inches) 16 1.4 M uw uu Field & Lab Tests SPT N -Value GWSE� l (per ASTM 1586-99), Date measured P = push sample, '`- Material change or as noted Estimated material change Soil/Rock boundary Boring Date Terminated at Elev Hammer Energy Ratio (ERI) = ROTARY BORING CONSISTENCY OF COHESIVE SOILS PLASTICITY OF FINE-GRAINED SOILS Unconfined Pocket Criteria Description Compressive Penetrometer Torvane Measurement (tsf) Field Approximation Low Strength (tsf) Measurement (tsf) Top Hole Very Soft < 0.25 < 0.25 < 0.12 Easily penetrated several inches limit. Medium The thread cannot be rerolled after reaching the plastic limit. The lump crumbles by fist element (34.88 int when drier than the plastic limit. Driving rate in Easily penetrated several inches Soft 0.25 to 0.50 0.25 to 0.50 0.12 to 0.25 by thumb Medium Stiff 0.50 to 1.0 0.50 to 1.0 0.25 to 0.50 Penetrated several inches by on tip element. MB 156 percussion thumb with moderate effort hammer and a 2.2" 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 6 4 2 10 20 30 Indented by thumbnail with Hard > 4.0 > 4.0 > 2 0 difficulty C: O t 0 ° Hole I.D. Top Hole EI. 1 Blows per 12" 30 Ground water (Using 28 Ib hand surface hammer with a 12" GWS Elev. drop or as noted) P Dote measured Description of Pulled Pipe -77 materials 60 p (S) Sample 500 (S)� taken Refusal 10 Boring Date Terminated at Elev HAND BORING COUNTY I ROUTE ITOTAL PROJECT No SHEET SBd 1 10 1 14.8/15.5 1 3951 566 REGISTERED CIVIL ENGINEER vDATE �o eaOFEssloN4( W`moi ti 5. PIRATHI VIRAJ 6/28/11 u m PLANS APPROVAL DATE No. C71662 a Exp. 12/31/11 The stote of Colifornio or its officers or agents sholl not be responsible for the occurocyor si4 CIVI L \P coleteness of sconne0 copies of this pion sheet. lF mpOF CALIFORN SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET. SUITE B PLASTICITY OF FINE-GRAINED SOILS c O Description Criteria t o Nonplastic A 1/8 -inch thread cannot be rolled at any water content. Low The thread can barely be rolled and the lump cannot be formed when drier than the Top Hole plastic limit. The thread is easy to roll and not much time is required to reach the plastic limit. Medium The thread cannot be rerolled after reaching the plastic limit. The lump crumbles a Dote measured element (34.88 int when drier than the plastic limit. Driving rate in 6O It takes considerable time rolling and kneading to reach the plastic limit. The thread High can be rerolled several times after reaching the plastic limit. The lump can be formed without crumbling when drier than the plastic limit. 56 C: O t 0 ° Hole I.D. Top Hole EI. 1 Blows per 12" 30 Ground water (Using 28 Ib hand surface hammer with a 12" GWS Elev. drop or as noted) P Dote measured Description of Pulled Pipe -77 materials 60 p (S) Sample 500 (S)� taken Refusal 10 Boring Date Terminated at Elev HAND BORING COUNTY I ROUTE ITOTAL PROJECT No SHEET SBd 1 10 1 14.8/15.5 1 3951 566 REGISTERED CIVIL ENGINEER vDATE �o eaOFEssloN4( W`moi ti 5. PIRATHI VIRAJ 6/28/11 u m PLANS APPROVAL DATE No. C71662 a Exp. 12/31/11 The stote of Colifornio or its officers or agents sholl not be responsible for the occurocyor si4 CIVI L \P coleteness of sconne0 copies of this pion sheet. lF mpOF CALIFORN SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET. SUITE B DYNAMIC CONE PENETRATION BORING CONE PENETRATION TEST (CPT) SOUNDING R. Zezoff C O c O R. Jie PREPARED FOR THE .......S. ' R-44 t o Hole I.D. Hole I.D. Top Hole El. Top Hole EI. NC No Count recorded,2 GWS Elev. Pressure measured along sleeve friction L. Cheang Pushed a Dote measured element (34.88 int Pressure measured Driving rate in 6O area) divided by on tip element (2.33 int area) seconds per 12" 37 pressure measured (using a Stanley 56 on tip element. MB 156 percussion 91 58 hammer and a 2.2" 65 cone, or as noted) 43 113 180 09 15 6 4 2 10 20 30 100 2 0 Friction Ratio (%) Tip Bearing (MPo) Boring Date Boring Date DYNAMIC CONE PENETRATION BORING CONE PENETRATION TEST (CPT) SOUNDING R. Zezoff DRAWN By J. Fang R. Jie PREPARED FOR THE .......S. ' R-44 FIELD INVESTIGATION By STATE OF CALIFORNIA PCT DESIGN OVERSIGHT CHECKED BY L. Cheang R PROJECT ENGINEER PosT MILES ENGINEER DATE: 09/15/09 to 09/25/09 DEPARTMENT OF TRANSPORTATION 15.2 L O G OF T E S T BO RINGS 6 OF 7 II a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DITES SHEET OF z 0: 0} 10 OS t0 10/22/10 6 7 OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 I 2 7 PROJECT NUMBER & PHASE: 08DDD007451 EARLIER REVISION DATES j FILE => $REOUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) GROUP SYMBOLS AND NAMES Graphic/Symbol Group Names Graphic/Symbol Group Names ® ®Well 5 - 10 -graded GRAVEL 11 - 30 Dense Lean CLAY Very Dense GW Sand Coarse No. 10 to No. 4 Lean CLAY with SAND ® 0 . Fine Well -graded GRAVEL with SAND L 0 G OF T E S T BO RINGS 7 OF 7 II a Lean CLAY with GRAVEL ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING aevl slox o<res SWEET Or z D: 0} 10 OS t0 10/22/10 7 7 CL SANDY lean CLAY SANDY lean CLAY with GRAVEL 0o Oo Poorly graded GRAVEL 0 o p° GP GRAVELLY lean CLAY 0 oa o Poorly graded GRAVEL with SAND GRAVELLY lean CLAY with SAND ® Well -graded GRAVEL with SILT SILTY CLAY GW -GM SILTY CLAY with SAND GY 4 Well -graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL CL -ML SANDY SILTY CLAY ® Well -graded GRAVEL with CLAY (or SILTY CLAY) SANDY SILTY CLAY with GRAVEL ® GW -GC Well-qraded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY (or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND 0o Poorly graded GRAVEL with SILT SILT oGP-GM SILT with SAND o Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL 0 ML SANDY SILT o 00 ° Poorly graded GRAVEL with CLAY (or SILTY CLAY) SANDY SILT with GRAVEL o GP -GC SAND((orrrSIILTdYGCLAYLandtSAND)Y and GRAVELLY SILT 0 °° GRAVELLY SILT with SAND E, 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 a CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC X/' GRAVELLY ORGANIC lean CLAY 11, oa CLAYEY GRAVEL with SAND I GRAVELLY ORGANIC lean CLAY with SAND SILTY, CLAYEY GRAVEL ORGANIC SILT R000 GC -GM ORGANIC SILT with SAND SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° Well -graded SAND SANDY ORGANIC SILT with GRAVEL SW GRAVELLY ORGANIC SILT °. Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND Poorly graded SAND Fat CLAY SP Ox Fat CLAY with SAND Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY Well -graded SAND with SILT SANDY fat CLAY with GRAVEL SW -SM GRAVELLY fat CLAY Well -graded SAND with SILT and GRAVEL GRAVELLY fat CLAY with SAND Well -graded SAND with CLAY Elastic SILT SW -SC (or SILTY CLAY) Elastic SILT with SAND Well -graded SAND with CLAY and GRAVEL (or SILTY CLAY and GRAVEL) MH Elastic SILT with GRAVEL SANDY elastic SILT Poorly graded SAND with SILT SANDY elastic SILT with GRAVEL SP -SM GRAVELLY elastic SILT Poorly SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND gggraded PoYoded SAND with CLAY Poor SlLT ORGANIC fat CLAY SP -SC ORGANIC fat CLAY with SAND Poorly graded SAND with CLAY and GRAVEL Ior SILTY CLAY and GRAVEL) OH ORGANIC fat CLAY with GRAVEL 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 SANDY ORGANIC SOIL with GRAVEL Q. COBBLES �. COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND FIELD AND LABORATORY TESTING OC Consolidation (ASTM D 2435) CL Collapse Potential (ASTM D 5333) CP Compaction Curve (CTM 216) CR Corrosivity Testing (CTM 643, CTM 422, CTM 41 7) CU Consolidated Undrained Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) OM Moisture Content (ASTM D 2216) OC Organic Content-% (ASTM D 2974) Op Permeability (CTM 220) PA Particle 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 OR R -Value (CTM 301) SE Sand Equivalent (CTM 217) SG Specific Gravity (AASHTO T 100) SL Shrinkage Limit (ASTM D 427) SW Swell Potential (ASTM D 4546) TV Pocket Torvane Unconfined Compression -Soil UC (ASTM D 2166) Unconfined Compression -Rock (ASTM D 2938) UU Unconsolidated Undrained Triaxial (ASTM D 2850) UW Unit Weight (ASTM D 4767) VS Vane Shear (AASHTO T 223) COUNTY ROUTE SBd 10 OTAL PROJECT I No ISHEET 14.8/15.5 1 396 1 566 REGISTERED CIVIL ENGINEER vDAT E �o eaOFEss/oho! W`moi 5. PIRATHI VIRAJ 6/28/11 u m NO. C71662 a PLANS APPROVAL DATE )2/31/11 The Stole of Colifofnio or its officers or agents '4 Exp. >3 sholl not be responsible for the occurocy or St4 CI VI L \P completeness of sconne0 copies of this pion sheet. lF OF CA If SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET. SUITE B APPARENT DENSITY OF COHESIONLESS SOILS Description SPT N 60 (Blows / 12 inches) Very loose 0 - 4 Loose 5 - 10 Medium Dense 11 - 30 Dense 31 - 50 Very Dense > 50 MOISTURE Description Criteria Dry Absence of moisture, dusty, dry to the touch Moist Damp but no visible water Wet Visible free water, usually soil is below water table PERCENT OR PROPORTION OF SOILS Description Criteria Trace Particles are present but estimated to be less than 5% Few 5 to 10% Little 15 to 25% Some 30 to 45% Mostly 50 to 100% PARTICLE SIZE Description Size Boulder > 12'' Cobble 3'' to 12'' Grovel 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 R. Zezoff DRAWN BV J. Fon 9 R. Jie PREPARED FOR THE o"'""` .— R-45 I S. Pirathiviroj FIELD INVESTIGATION By STATE OF CALIFORNIA DESIGN OVERSIGHT CHECKED BY L. Cheang PROJECT ENGINEER POST MILES DATE: 09/15/09 to 09/25/09 DEPARTMENT OF TRANSPORTATION 15.2 L 0 G OF T E S T BO RINGS 7 OF 7 II a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING aevl slox o<res SWEET Or z D: 0} 10 OS t0 10/22/10 7 7 OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 2 7 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES j FILE => $REGUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 USERNAME => $USER RELATIVE BORDER SCALE 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 Dist COUNTY ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 397 566 In., lac- 3/9/2011 `pRDSCAP,, LIC SED LANDSCAPE DATE �p qq Coif APPLICABLE WHEN CIRCLED: QI - Ouontit(es Shown ore "per plant" unless NOTE: Underlined portions of botanical nomes indicate AMEND —amendment ABBREVIATIONS: Min minimum ARCHITECT ti�S No. 2314 shown as fitz application rates. abbreviations used On planting plans. eraenott �2 - Sufficient to receive root boll. (3) - Does not apply to mulch areas. B & Dia B —balled and burlopped diameter NCN No. no common name number PLANS APPROVAL DATE 2/3 1 2 IORNIA OR /75 0iT1Z_R5 51,9ZCFOR Jq 3/90 2011 �p 0R AGENTS THZ- STATEOSHAllZ N07 OE 9E5P01VE rF 4 - AS shown on plans. EA LB each pound Pkt packet PLT ESTB — planting establishment THF ALCORACr OR COURZErENESS cOPiEs OF rvrs PLAN sHEEr. OF SCANNEZ9 of 5 - Unless Otherwise Shown On plans. OZ Ounce Pvmt pavement ©- See standard detail. (D- See Special Provisions. Ft foot/feet R/W right Of way SANBAG 1170 W 3RD STREET LYNN CAPOUYA, INC. 17992 MITCHELL S. STE 110 SOFT square feet SF State furnished SAN BERNARDINO, CA 92410 IRVINE, CA 92614 8 -See Standard Specifications. CY cubic yard TRVD traveled W> W > 09 - Spread mulch to 3" over entire area Max maximum CF cubic feet L > w w a n where plants are to be installed. PLANT LIST AND PLANTING SPECIFICATIONS z PLANT PLANT OUANTITY HOLE SIZE BASIN IRON SOIL COMMERCIAL FERTILIZER BASIN MULCH PLANTING LIMITS MINIMUM DISTANCE (FT) FROM ON a SYMBOL BOTANICAL NAME COMMON NAME SIZE EACH (INCH) TYPE SULFATE AMEND 0 STAKING REMARKS TRVD PVMT FENCE WALL PAVED EARTH CENTER GROUP NO. DIA DEPTH PLANTING PLT ESTB O WAY DITCH I DITCH (FEET) Y a I (D ACACIA REDOLENS 'DESERT CARPET' PROSTRATE ACACIA NO. 1 1,229 02 2Q 1 0.25 LB I CF 2 PKT 0.5 LB 2 CF — — 10 10 10 10 12 10 GROUND COVER09 } 0 2 BOUGAINVILLEA HELEN JOHNSON NCN NO. 1 730 02Q 1 0.25 LB I CF 2 PKT 0.5 LB 2 CF — — 6 6 6 6 8 6 GROUND COVER3 — a �' 3 00o DIETES BICOLOR FORTNIGHT LILY NO. 1 1,884 02 2Q 1 0.25 LB I CF 2 PKT 0.5 LB 2 CF — — 3 3 3 3 3 4 SHRUB Q9 WQ m A 4 ESCALLONIA 'NEWPORT DWARF' NEWPORT DWARF ESCALLONIA NO. 1 180 0 0 1 0.25 LB I CF 2 PKT 0.5 LB 2 CF — — 5 5 5 5 5 4 GROUND COVERQ - aw oAAAAAAAAAAAAAA �� U2U Y 5 LANTANA MONTEVIDENSIS TRAILING LANTANA NO. 1 610 Q2 0 1 0.25 LB I CF 2 PKT 0.5 LB 2 CF — — 6 6 6 6 8 6 GROUND COVER09 � 0 U 6 MYOPORUM PARVIFOLIA MYOPORUM PROSTRATE NO. 1 150 Q2 0 1 0.25 LB I CF 2 PKT 0.5 LB 2 CF — — 10 10 10 10 12 10 GROUND COVER09 0 7 ;; NASSELLA TENUISSIMA MEXICAN FEATHER GRASS NO. 1 915 0 0 1 0.25 LB I CF 2 PKT 0.5 LB 2 CF — — 3 3 3 3 5 3 SHRUB 09 0 - B 8 AGAVE AMERICANA CENTURY PLANT NO. 5 57 0 0 I 0.25 LB I CF 3 PKT 0.5 LB 2 CF — — 15 15 15 15 15 10 SHRUB oV 9 O ARBUTUS UNEDO STRAWBERRY TREE No. 15 51 0 2Q II 0.50 LB 2 CF 4 PKT 1.0 LB 4 CF © 30 — 20 20 20 22 04 TREE o a 10 LOPHOSTEMON CONFERTUS BRISBANE BOX No. 15 15 0 2Q 11 0.50 LB 2 CF 4 PKT 1.0 LB 4 CF © 30 — 20 20 20 22 04 TREE U U 11 ® JACARANDA MIMOSIFOLIA JACARANDA 24" BOX 31 0 2Q II 1.0 LB 2 CF 6 PKT 2.0 LB 6 CF © 30 — 15 15 15 17 04 TREE >_K 12 CUPRESSUS SEMPERVIRENS ITALIAN CYPRESS 24" BOX 65 02 2Q II 1.0 LB 2 CF 6 PKT 2.0 LB 6 CF © 30 — 15 15 15 17 04 TREE z J — ? Z 13 ( PHOENIX DACTYLIFERA DATE PALM 22' FT© 22 07 Q 11 1.0 LB 2 CF 6 PKT 2.0 LB 6 CF — 30 — 6 6 6 6 04 PALM Z U U LEGEND: ROCK BLANKET EROSION CONTROL (HYDROSEED): N F PURE LIVE z GRAVEL (MISCELLANEOUS AREAS) BOTANICAL NAME COMMON NAME MIN % SEED LBS/ GERM ACRE < ,w' ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY 80 1.50 c Wa GRAVEL (MISCELLANEOUS AREAS) VULPIA MICROSTACHYS THREE WEEKS FESCUE 80 8.00 � Q cr- V a c y Z _ 1 REMOVE Exist TREE Q J- Q REMOVE Exist PLANT MATERIAL a PLANT LIST O W N THIS PLAN ACCURATE FOR PLANTING WORK ONLY PL -1 USERNAME => $USER RELATIVE BORDER SCALE 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 x x z z z z Q G a Y z o F- p z Lu om } W m Q� o Jz W �U Y U ) U V J V W Q W = UO U X 0O a � } o Q a O Q I U U z z z z J Q 0 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE Chn I R/W /� X x /\ ASPH - - WB — — — — a- a "110 Imp' 9 780 1 2 = 3 775 6 7 8 0 Ln 2 4 EB IKa�l s - - - - < R/W NO PLANT OR IRRIGATION REMOVAL WORK ON THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSE ONLY. a UPRR R/W RR - EuPn W366/ 6sff %?5��i11 Am USERNAME=>$USERREQU RELATIVE BORDER SCALE 5 DGN FILE => $REQUEST IS IN INCHES k X 0 2 3 I i I i I i I v XI ---------------- X Ec UNIT 2232 DiSt COUNTY I ROUTE ITOTAL PROJECT No. SHEET$ 08 SBd 10 14.8/15.5 398 566 1yAw 3/9/2011 `pNDSCAPF LIC SED LANDSCAPE DATE �p qq ARCHITECT ti�S NO. 2314 n 6/28/2011 g1 PLANS APPROVAL DATE � 2/3� THE STATE OF CAL/FORN/A OR TTS OFF/CERS 3/9/2011 OR AGENTS SHALL NOT BE RESPONS/BCE FOR iu1. Q THEE ACCURACY OR COMPL TENESS OF SCANNDE COPIES OF THIS RL AN SHEET. SANBAG LYNN CAPOUYA, INC. 1170 W 3RD STREET 7992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 � n 0 0 w w 00 PLANT REMOVAL AND ww IRRIGATION REMOVAL PLAN SCALE: 1"=50' > Lo a N PR -1 PROJECT NUMBER & PHASE 0800000745 x x ,.S L NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE R Chnl "110" 3 q 785 REMOVE Exist TREES, 7 TOTAL _ � 1 W 5� ,.Cj3., ��NE P M — — — — - — 795 w 3 0 1 "110 Im 790 g 9 1 2 3 _ q 795 g 790 6 7 8 s_ C 14' NE� -...r -.. 1/ -. -'-' -- -�, ✓� -,- -- ';-J- . . . . ��O_ /_/_.� - JJ-'-/'/.nrt/ti/./_' _ _ _ — — — — r r r .} r } r .r r :z /0/mz�'' z�1.zs� :zs�:�S' / 4- �.}}rr }} rrr.t R /W UP d R IN X l X USERNAME => $USER DGN F ILE => $REQU - X � 'a X as a U � X I REMOVE Exist TREES, 13 TOTAL REMOVE Exist SHRUB, 18,145 SF TOTAL THIS PLAN ACCURATE FOR PLANT AND IRRIGATION REMOVAL WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 � n 00 00 PLANT REMOVAL AND �w IRRIGATION REMOVAL PLAN SCALE: 1"=50' > U7 PR -2 �M p PROJECT NUMBER & PHASE 0800000745 Dist I COUNTY ROUTE TOTAL PROJECT ..No. SHEETS OS SBd 10 14.8/15.5 399 566 1 � 3/9/2011 \- LIC SED LANDSCAPE DATE �p qq ARCHITECT ARCHITECT ti�S NO. 2314 n 6/28/2011 gna PLANS APPROVAL DATE 2/3 THE STATE OF CAL/FORN/A OR TTS OFF/CERS 3/9/2011 J ull. Q tgJF OR AGENTS SHALL NOT BE RESPONS/BCE FOR THE ACCURACY OR COMPL ETENESS OF SCANNED OF C0PTE5 OF TH/S PLAN SHEET. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LYNN CAPOUYA, INC. 7992 MITCHELL S. STE 110 IRVINE, CA 92614 REMOVE Exist TREES, 7 TOTAL _ � 1 W 5� ,.Cj3., ��NE P M — — — — - — 795 w 3 0 1 "110 Im 790 g 9 1 2 3 _ q 795 g 790 6 7 8 s_ C 14' NE� -...r -.. 1/ -. -'-' -- -�, ✓� -,- -- ';-J- . . . . ��O_ /_/_.� - JJ-'-/'/.nrt/ti/./_' _ _ _ — — — — r r r .} r } r .r r :z /0/mz�'' z�1.zs� :zs�:�S' / 4- �.}}rr }} rrr.t R /W UP d R IN X l X USERNAME => $USER DGN F ILE => $REQU - X � 'a X as a U � X I REMOVE Exist TREES, 13 TOTAL REMOVE Exist SHRUB, 18,145 SF TOTAL THIS PLAN ACCURATE FOR PLANT AND IRRIGATION REMOVAL WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 � n 00 00 PLANT REMOVAL AND �w IRRIGATION REMOVAL PLAN SCALE: 1"=50' > U7 PR -2 �M p PROJECT NUMBER & PHASE 0800000745 X X z z z z � a a � r z 0 z 0 Lu Y F- m } W m � ao Jz W � Y U2U JV) W Q W M UO U X 0 U) w a r o a � 0 a H U U z Z W z z J a 0 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE R/W REMOVE Exist TREES, 20 TOTAL REMOVE Exist SHRUBS, 12,150 SF TOTAL ASPH 6 MATCH TO SHEET PR -5 R/W I 1 J II X JI x x x x x x l F III zIr �I I � J 1 x --III �i+le X 1 I X X SPH B a I,II X X 7 II /— X + / X 41 i II o ° DiSt COUNTY I ROUTE ITOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 400 1 566 IyAw- lac- 3/9/2011 `pNDSCAPF LIC SED LANDSCAPE DATE ARCHITECT ti�S N0. 2314 Chi, n 6/28/2011 g1 PLANS APPROVAL DATE � 2/3� THE STATE OF CAL/FORN/A OR ITS OFF/CERS f, 3/90 2011 p OR AGENTS SHALL NOT BE RESPONS/BCE FOR THE ACCURACY OR COMPL ETENESS OF SCANNED lgjF OF C p\\E���\ C0PTE5 OF THIS PLAN SHEET. SANBAG LYNN CAPOUYA, INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 REMOVE Exist TREES, 26 TOTAL II 8 ),WA, #v" �X40 LONC "c12" ---- ----- LINE 7� --- ZZ ASPH ASPH a> CONC `— REMOVE Exist. SHRUBS, 11,670 SF TOTAL SBD o= — 9 800 2 3 4 805 7 6 7 8 - ---- a REMOVE Exist. TREES, 31 TOTAL REMOVE Exist. SHRUBS, 110 Imp" 14,010 SF TOTAL -001 ge- -tt=44 LINE_ r REMOVE Exist. TREES, 23 TOTAL-- REMOVE OTAL--REMOVE Exist. SHRUBS,-7-- 10,515 HRUBS,-7-10,515 SF TOTAL "C14" LINE -1n— . REMOVE Exist. SHRUBS, 4,750 SF TOTAL R/W-� UPRR c iz MATCH TO SHEET PR -6 THIS PLAN ACCURATE FOR PLANT AND IRRIGATION REMOVAL WORK ONLY Q USERNAME=>$USER RELATIVE BORDER SCALE 0 1 2 3 At��366��[l/l},S�I D '�?5�/. m DGN FILE => $REQUEST IS IN INCHES i i i I UNIT 2232 II a w w X N 6 7mz ot- J nn R/W a � a PLANT REMOVAL AND o IRRIGATION REMOVAL PLAN SCALE: I"=50' Ln a N PR -3 PROJECT NUMBER & PHASE 0800000745 x X A L NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE CONC r I _ L — —X __T X O X I> X Q J � X ��� X rX— X I _ I. N l_C _ �C — > I� W CONC z ASPH z J I C X� X XI I r X 0 (`a X LX X P WASHINGTON Dr "WA" LINE 1 2 3 45 6 7 8 —\ 50 ----y REMOVE Exist. TREES, 1 —X— APPROX 15 TOTAL R/W "cry" LINE — — — ISPH Dist COUNTY I ROUTE ITOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 401 566 IyAw- lac- 3/9/2011 `pNDSCAPF LIC SED LANDSCAPE DATE Sip qyc ARCHITECT tip' N0. 2314 n 6/28/2011 J 9a r PLANS APPROVAL DATE 213112011 THE STATE OF CAL/FORN/A OR TTS OFF/CERS f, 3/90 2011 p OR AGENTS SHALL NOT BE RESPONS/BCE FOR THE ACCURACY OR COMPL ETENESS OF SCANNED COPIES OF TH/S PLAN SHEET. SANBAG LYNN CAPOUYA, INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 �a 1 it—I AS3H F- I �C l CON X 'J X X CONC CONC CONC — — — – 7- _ _ \ CONC {� -- - — — ASPH ASPH —- ASPH - — — — — — — — — — - — — SBD — — _ — 10 CONC — — — — — — SBD - 10 CL— — — — 810 1 —--- 815 6 7 ASPH Ld _ - - 8 g 820 1 V) — — — — — — 3 815 6 7- 2 _ _ C "110'r LINE — — — — — SBD - 10 0 8 — -- g— _ SIU- — corr _ — — — — — coNc — _ SBD - 10 _ CONC — _ LINE__ — - - - — —ASPH ASPH y5 1. — — — ' R/W /� — R /W � UP RR UP Rk UPRR R/W O O � X REMOVE Exist SHRUBS, 3,390 SF TOTAL X REMOVE Exist TREES, 5 TOTAL O X X i O DIRT PILE X USERNAME =)$USER DGN FILE => $REOU THIS PLAN ACCURATE FOR PLANT AND IRRIGATION REMOVAL WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I DIRT PILES 1CONC X Q LO z Q � x 1 CONC o 0 UNIT 2232 o0 PLANT REMOVAL AND ww IRRIGATION REMOVAL PLAN SCALE: 1"=50' a N PR -4 PROJECT NUMBER & PHASE 0800000745 x X z z z z � a 0 a z ' 0 0 z g W Y H om > W m Q� o Jz W Y U� U JV) W Q W = UO U NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE M �R/W - - 1 mi CITRUS AVE C I TRgS Ave - U) ASPH '- 1 O 1— x �ruL��I I > ��1 �- � 0 � 11 L r ICONC I a so 11111 1 la nI I1 I nI L -- I-1 I 1 II �J I NO PLANT OR IRRIGATION REMOVAL — — — WORK ON THIS SHEET. INCLUDED FOR — INFORMATIONAL PURPOSE ONLY. • G 1 i 1 " I 1m, USERNAME =)$USER DGN FILE => $REOU RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I UNIT 2232 PLANT REMOVAL AND IRRIGATION REMOVAL SCALE: 1"=50' PROJECT NUMBER & PHASE PLAN o PR -5 M O 0800000745 Dist I COUNTY ROUTE TOTAL PROJECT No. SHEETS OS SBd 10 14.8/15.5 402 566 1'M 3/9/2011 `pNDSCAPF LIC SED LANDSCAPE DATE ARCHITECT ti�S N0. 2314 n 6/28/2011 g1 PLANS APPROVAL DATE � 2/3� THE STATE OF CAL/FORN/A OR ITS OFF/CERS 3/9/2011 oo•e Q OR AGENTS SHALL NOT BE RESPONS/BCE FORJ THE E ACCURACY OR COMPL TENESS OF SCANNDE COPIES OF THIS RL AN SHEET. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LYNN CAPOUYA, INC. 7992 MITCHELL S. STE 110 IRVINE, CA 92614 UNIT 2232 PLANT REMOVAL AND IRRIGATION REMOVAL SCALE: 1"=50' PROJECT NUMBER & PHASE PLAN o PR -5 M O 0800000745 x x NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE I I� o 0— Ix so II I� �x X L'� �J I I`— _ III �I �II — X x— (E) CIT -x x x x---c—�x r-jIn x �I I II I El x \ 5= \ x X DIKE =C = _—_�— — ��� l— _ K€ _ s _ CITRUS AVE Ul -tT _ — —CRtJSs Ave - DIKE ASPH \ —x CITRUS AVE 01 A SAH USERNAME =)$USER RELATIVE BORDER SCALE 0A 1 2 3 DGN FILE => $REQUEST IS IN INCHES I I I I I I DiSt COUNTY I ROUTE ITOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 403 566 IyAw- lac- 3/9/2011 `pNDSCAPF LIC SED LANDSCAPE DATE �p qq ARCHITECT ti�S NO. 2314 n 6/28/2011 g PLANS APPROVAL DATE � 213112011 � THE STATE OF CAL/FORN/A OR TTS OFF/CERS f, 3/90 2011 p OR AGENTS SHALL NOT BE RESPONS/BCE FOR 1. THE ACCURACY OR COMPL ETENESS OF SCANNED -9 COPTES OF TH/S PLAN SHEET. SANBAG LYNN CAPOUYA, INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 ��I I �X— (E) UPRR R/W Ci ��(fJ CITY R/W� I I CITRUS AV ASPH _ J X x I J \ (E) CITY R/W wl - kr---x—X x � � � X <m -- — L — 7 UNIT 2232 (E) UPRR R/W -X X 11 W II �� n 00 PLANT REMOVAL AND �w IRRIGATION REMOVAL PLAN SCALE: 1"=50' > Lo a N PR -6 PROJECT NUMBER & PHASE 0800000745 x NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE x rR/W X Chn I SBD - 10 — — CONC— WB— „I10 Im - -780 i 2 7 8 9 q 775 6 - - _ — - EB-- — _ SBD - 10 _ — CONC — — — — — — — — ASPH v X X R/W NO PLANTING WORK ON THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSE ONLY. USERNAME => $USER DGN FILE => $REOU UP RR o � UPRR R/W RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I -- - - -- -- X UNIT 2232 71 - CL a a w w 2 N 0 r x U a L DiSt COUNTY I ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 404 566 1yAw 3/9/2011 `pNDSCAP,, LIC SED LANDSCAPE DATE �p qq ARCHITECT ti�S NO. 2314 n 6/28/2011 g1 PLANS APPROVAL DATE � 2/3� THE STATE OF CAL/FORN/A OR TTS OFF/CERS 3/9/2011 OR AGENTS SHALL NOT BE RESPONS/BCE FOR Ju1. Q THEE ACCURACY OR COMPL TENESS OF SCANNDE COPIES OF THIS RL AN SHEET. SANBAG LYNN CAPOUYA, INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 � n � p W y� O p a� a PLANTING PLAN o SCALE: 1"=50' PROJECT NUMBER & PHASE a N PP -1 0800000745 x x 1 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE USERNAME => $USER DGN FILE => $REOU THIS PLAN ACCURATE FOR PLANTING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 SCALL: 1 =5U PROJECT NUMBER & PHASE PLAN PP -2 0800000745 N O Dist I COUNTY ROUTE TOTAL PROJECT No. SHEETS OS SBd 10 14.8/15.5 405 566 1 � 3/9/2011 \- LIC SED LANDSCAPE DATE �p qq ARCHITECT ARCHITECT ti�S NO. 2314 n 6/28/2011 gna PLANS APPROVAL DATE 2/3 THE STATE OF CAL/FORN/A OR TTS OFF/CERS 3/9/2011 J ull. Q tgJF OR AGENTS SHALL NOT BE RESPONS/BCE FOR THE ACCURACY OR COMPL ETENESS OF SCANNED OF C0PTE5 OF TH/S PLAN SHEET. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LYNN CAPOUYA, INC. 7992 MITCHELL S. STE 110 IRVINE, CA 92614 USERNAME => $USER DGN FILE => $REOU THIS PLAN ACCURATE FOR PLANTING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 SCALL: 1 =5U PROJECT NUMBER & PHASE PLAN PP -2 0800000745 N O 14 LAN MON Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, 8 CUP SEM 08 SBd 10 14.8/15.5 406 566 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE 136 BOU HEL Iyr.- Com- 3/9/2011 173 ACA RED 185 CY MULCH LIC SED LANDSCAPE DATE Sip `',@SCAP,, q90 10 JAC MIM ARCHITECT ti� NO. 2314 MATCH TO SH T PP- 6/28/2011 n g1 u PLANS APPROVAL DATE � 2/3� R/W + THE STATE OF CAL/FORN/A OR ITS OFF/CERS J. 390 2011 p 22 BOU HEL �HE ACCORACYP ACENTSAll OR COMPNOTZETENESOS OF SCANNED lgjF OF rC p\\Ep��\ `U _' •', + + + + + + + + + + + + + CORTES OF THIS PL AN SHEET. 3 PHO DAC �. + + + + + v ° + + + - -- SANBAG LYNN CAPOUYA, INC. 56 DIE BIC ++++ ++r+++++ + 1170 W 3RD STREET 17992 MITCHELL S. STE 110 - -- SAN BERNARDINO, CA 92410 IRVINE, CA 92614 20 CY MULCH y --6 JAC MIM ++ ooU°` W 155 CY MULCH '� R/W r ? ,n 10 AGA AME ++ r J iu �� + ° 110 LAN MON 1 0$� `" 29 ACA RED + \�+ � + 62 BOU HEL M v 30 CY MULCH + II CUP SEM - - - - - - -+- - - - - ` + + + \ 44 ACA RED qhv- + _ \ ,�o�; `� + 8° + v +O�''�5 CY MULCH +9 AGA AME �4 ACA RED 3 CUP SEM 53 LAN MON 53 LAN MON / + 6" THICK LAYER OF SAND 1 + + 6 , 148 ACA RED 25 CY MULCH ♦�: + +++ + ++ + 120 CY MULCH 40 CY MULCH +WA , TXT; ++ s s 0 35 LAN MON o ® �• -fu 150 ACA RED + - - + +1, i �• 10 JAC MIM , ° 24 AGA AME "C12" LINE + — e41 _ _ 218 NAS TEN + + + + + - - - _ - _ _ 800 + + 9 60 CY MULCH_ 85 ACA RED 25 ACA RED 59 LAN MON 3,320 SOFT EROSION — 80 CY MULCH-- — — 23 ACA RED BD 0 8 LOP CON N — CONTROL (HYDROSEEDI v 9 — 8— a 2 3 q 175 C6 MULCH 7 a a 160 CY MULCH -- - -- 805 CL r _-8�— - - > Y w Lo - 7-� _ _ — — a — - 147 NAS TEN SBD - ,0 - ,�I1� Im = 6 — — — — — — Ln e — - 4 JAC MIM — 60 LAN MON p„ N — coNc — — SD= 10 — — -- 283 BOU HEL — - - _- --_ x o — 4 805 - ti 7 ~110"800 2 3 a 8 9- rn 0 oC78 J cpo�O o°C�O o� 0 0 0p ocr y ur _ SC�o Cho �o 0 ° - 0 0 — 805 CIS 6 7 4 4p - „__t -ENE_ g_ 800 1 2 3 6 7 a0 R/W w o - R/W - - - - - - - - - - - - I a a uPRR PLANTING PLAN o MATCH TO SHEET PP -6 SCALE: 1"=50' ; "> ,n a N THIS PLAN ACCURATE FOR PLANTING WORK ONLY PP -3 USEa a 7 DGN FILE=>$REQR o z 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 RELATIVE BORDER SCALE DGN FILE => $REQUEST IS IN INCHES I i I i I i I Dist COUNTY ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, 08 SBd 10 14.8/15.5 407 566 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE 0 36 ACA RED Y 85 LAN MON o > n 7 CUP SEM > w a R/W 0 20 CY MULCH ----\ x I JAL, MIM N 5 AGA AME w z z a w � F a 9 AGA AME r 140 NAS TEN x z o w ~ 70 CY MULCH om } a� o U -U 15 CY MULCH V, W aw UO U , x o w a r O a � o a H U U z z z J z 0 U x in., lac- 3/9/2011 �pQSCAPFg9 X LIC SED LANDSCAPE DATE O` X� ARCHITECT ti�S NO. 2314 u y( X x I 6/28/2011 X— PLANS APPROVAL DATE 213112011 THE STATE OF CALTFORN/A OR ITS OFF/CERS J, 3/90 2011 Q X ^ Q OR AGENTS SHALL NOT BE RESPONS/BLE FOR T \ ® THE ACCURACY OR COMPLETENESS OF SCANNER lq F OF A\JET CONC C — � X COP/ES OF THIS PLAN SHEET. X — = :UE8 ® �_SANBAG LYNN CAPOUYA, INC. a_ 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 rX- X �x� F _ Cm C = > — X Q cr R/W L Ld CONC z moo:. PH z X X Q I i a r\ > rX� 7 CON x �� o X — Lx x =0— ,y WASHINGTON Dr "WA" LINE 45 6 7 8 50 ISPH 2 ASiH x C R/W� o V C> W �+ ++ 3 CUP SEM Q Q = — � v ti '= + + 147 ACA RED 180 CY MULCH R/W o Z I O O ' J • r� z -- -+ CONC 0 Et x Q + CY MULCH CONC — — — � W o Q w V1 r, B'66 DE LA681 7 = 1' N - ., - -- -- ASPH - o _, — — — 7 LOP CON SBD =10 > 14 ACA RED 410 NAS TEN -----9.000 SOFT EROSION — 180 _ES C NEW CL 8 CONTROL (HYDROSEED) SBD "110" LINE w 9 Imp'. 810 1 2 3 4 815 66 7 1 _"I10 a 8 9 820 V) - �� 815 7 o 1— — — _ 8 9 — 810 i 2 3 _ _ SBD - — SBD 10 CONC— _ — — — _ — — U 7 .n — Q —4 _ co SPH ASPH n a "C15" LINE 9 I 1 „ x a R/W� o V C> W � Q Q = — � v DIRT PILE 1 I SI DIRT PILE X I - USERNAME =)$USER DGN FILE => $REOU --R/W UP RR - UPRR R/W — THIS PLAN ACCURATE FOR PLANTING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I i I DIRT PILES 1 _ CONC L X Q W 0 Z Q W J O — X _ CONC UNIT 2232 00 00 a� a PLANTING PLAN o SCALE: 1"=50' > Lo a N PP -4 PROJECT NUMBER & PHASE 0800000745 o Q z W IL � Q V aCl- 0 o Z Q ' J Q z 0 Et x Q � W o Q w V1 B'66 DE LA681 7 DIRT PILE 1 I SI DIRT PILE X I - USERNAME =)$USER DGN FILE => $REOU --R/W UP RR - UPRR R/W — THIS PLAN ACCURATE FOR PLANTING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I i I DIRT PILES 1 _ CONC L X Q W 0 Z Q W J O — X _ CONC UNIT 2232 00 00 a� a PLANTING PLAN o SCALE: 1"=50' > Lo a N PP -4 PROJECT NUMBER & PHASE 0800000745 x x NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE THIS PLAN ACCURATE FOR PLANTING WORK ONLY �1QM USERNAME=>$USERREQU RELATIVE BORDER SCALE 0 1 2 3 /a DGN FILE => $REQUEST IS IN INCHES UNIT 2232 PLANTING SCALE: 1"=50' PROJECT NUMBER & PHASE PLAN PP -5 0800000745 N a Dist I COUNTY ROUTE TOTAL PROJECT No. SHEET$ OS SBd 10 14.8/15.5 408 566 1� 3/9/2011 `pNDSCAPF LIC SED LANDSCAPE DATE ARCHITECT ti�S N0. 2314 n 6/28/2011 g1 PLANS APPROVAL DATE � 2/3� THE STATE OF CAL/FORN/A OR ITS OFF/CERS 3/9/2011 u1. Q OR AGENTS SHALL NOT BE RESPONS/BCE FORJ THE E ACCURACY OR COMPL TENESS OF SCANNDE COPIES OF THIS RL AN SHEET. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LYNN CAPOUYA, INC. 7992 MITCHELL S. STE 110 IRVINE, CA 92614 UNIT 2232 PLANTING SCALE: 1"=50' PROJECT NUMBER & PHASE PLAN PP -5 0800000745 N a x x NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE DIKE \ II — II I� I III I x I I � �I II II II I x II I L Lx — x ���� IJ �I I c: (E) C-1 )R/ j L % — —I CITR AV 20 CY MULCH — Ln 0 6 n, ASPH E, USERNAME =)$USER DGN FILE _> $REOU 15 DIE E 1.0 '� ► -� �• �" ,ter �:4.�i fiaaw�.darwp. tQ1N.�►o...�. R/W 77� 35 ARB UNE 100 E AR161 ED 1,300 DIE BIC (E) CITY R/W THIS PLAN ACCURATE FOR PLANTING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I 3 15 CY MULCH Dist COUNTY ROUTE TOTAL PROJECT NO., SHEETS 08 SBdd-u 10 14.8/15.5 409 566 1mv`— (.a c— 3/9/2011 �PNDSCAPP LIC SED LANDSCAPE DATE Zip qyr ARCHITECT `c}' NO. 2314 n 6/28/2011 PLANS APPROVAL DATE T, /M91e/u x011 THE STATE OF CALIFORNIA OR /75 OFF/CERS/302011 OR AGENTS SHALL NOT BE RESPONS/BCE FOR Jfgl Q��P THE ACCURACY OR COMPLETENESS OF SCANNED F OF CAUFo COP/ES OF TH/5 PLAN SHEET, SANBAG LYNN CAPOUYA, INC. 1170 IN 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 16 ARB rI� 210 CY MULCH I --1--71210 x I I R/Wkl x—X X- � � � �X -- L – n F UNIT 2232 R/W-/ 510 CY MULCH (E) UPRR R/W \ II F� a 00 a� a PLANTING PLAN o SCALE: 1"=50' PROJECT NUMBER & PHASE � N PP -6 0800000745 x x z z a a a m r z O z O U H om } W m Q� o W z W Y U� U JV) W Q W= UO U x 0 U) > a J z �- 0 a I U U z Z Z z J z 0 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE a � J > aQ O a �(E) R/W X 711 (E) Chnl _ --x - -x- SBD-X SBD - 10 — CONC "110" LINE a 9 775 6 7 2 3 q SBD - 10 _ -- — — --x X X—� (E) R/W NO IRRIGATION WORK THIS SHEET. INCLUDED FOR INFORMATIONAL PURPOSE ONLY —�� I UF I I (E) UPRR R/W lj'-AS�l Q� ],$E.D R7;2T�Q1QM USERNAME=>$USER RELATIVE BORDER SCALE (j (� O (II I I/ /a DGN FILE => $REQUEST IS IN INCHES 0 1 2 3 UNIT 2232 DiSt COUNTY I ROUTE ITOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 410 566 1� 3/9/2011 `pNDSCAPF LIC SED LANDSCAPE DATE �p qq ARCHITECT ti�S NO. 2314 n 6/28/2011 g1 PLANS APPROVAL DATE � 2/3� THE STATE OF CAL/FORN/A OR TTS OFF/CERS 3/9/2011 OR AGENTS SHALL NOT BE RESPONS/BCEFOR J u1. Q THEE ACCURACY OR COMPL TENESS OF SCANNDE COPTES OF THIS PLAN SHEET. SANBAG LYNN CAPOUYA, INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 w l o� � n � p W y� O p a� a IRRIGATION PLAN o SCALE: 1"=50' ; PROJECT NUMBER & PHASE a N IP -1 0800000745 PH n 2 780 1 0 1 2 3 UNIT 2232 DiSt COUNTY I ROUTE ITOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 410 566 1� 3/9/2011 `pNDSCAPF LIC SED LANDSCAPE DATE �p qq ARCHITECT ti�S NO. 2314 n 6/28/2011 g1 PLANS APPROVAL DATE � 2/3� THE STATE OF CAL/FORN/A OR TTS OFF/CERS 3/9/2011 OR AGENTS SHALL NOT BE RESPONS/BCEFOR J u1. Q THEE ACCURACY OR COMPL TENESS OF SCANNDE COPTES OF THIS PLAN SHEET. SANBAG LYNN CAPOUYA, INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 w l o� � n � p W y� O p a� a IRRIGATION PLAN o SCALE: 1"=50' ; PROJECT NUMBER & PHASE a N IP -1 0800000745 X 0---------------- x X- 0 1 2 3 UNIT 2232 DiSt COUNTY I ROUTE ITOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 410 566 1� 3/9/2011 `pNDSCAPF LIC SED LANDSCAPE DATE �p qq ARCHITECT ti�S NO. 2314 n 6/28/2011 g1 PLANS APPROVAL DATE � 2/3� THE STATE OF CAL/FORN/A OR TTS OFF/CERS 3/9/2011 OR AGENTS SHALL NOT BE RESPONS/BCEFOR J u1. Q THEE ACCURACY OR COMPL TENESS OF SCANNDE COPTES OF THIS PLAN SHEET. SANBAG LYNN CAPOUYA, INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 w l o� � n � p W y� O p a� a IRRIGATION PLAN o SCALE: 1"=50' ; PROJECT NUMBER & PHASE a N IP -1 0800000745 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE 1'/2"-C-3-29 1'/2"-C-4-29 of I 1 "-C-1 -1 9 ASPH 21/2" BV l 1"-C-2-19 X � \ 21/2 B V 11 0 ! � I � 5 �E) ---- R/W z _ 5 (E) R/W — — 3„ (E) Chnl o a — CONC- 3— — 4 – - — — _ — — — — — _ SBD - 10 _ 4 a CONC — ASP — — I 1 OCL I N < Lu - '110" LINE N 3 ASF4 785 6 —7 — — — _ = CONC o— = CONC — — — — ASPH U -LU 44 Q — - �(E) R/W P R -- -- —X— -I X (E) UP R R/W X X X I 1 L� m o0 a > x � Q a O Q a IRRIGATION PLAN o SCALE: 1 "=50" ; "> u, N IP -2 a THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY I P - 2 a o USERNAME=>$USER RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => $REQUEST Is IN INCHES UNIT 2232 PROJECT NUMBER &PHASE 0800000745 Dist I COUNTY ROUTE TOTAL PROJECT No. SHEETS OS SBd 10 14.8/15.5 411 566 I1 � 3/9/2011 `pNDSCAPF LIC SED LANDSCAPE DATE �p qq ARCHITECT ti�S NO. 2314 n 6/28/2011 gna PLANS APPROVAL DATE 2/3 THE STATE OF CAL/FORN/A OR ITS OFF/CERS 3/9/2011 J Dore Q tgJF OR AGENTS SHALL NOT BE RESPONS/BCE FOR THE ACCURACY OR COMPL ETENESS OF SCANNED OF C oEp`��\ COPIES OF THIS PL AN SHEET. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LYNN CAPOUYA, INC. 17992 MITCHELL S. STE 110 IRVINE, CA 92614 1'/2"-C-3-29 1'/2"-C-4-29 of I 1 "-C-1 -1 9 ASPH 21/2" BV l 1"-C-2-19 X � \ 21/2 B V 11 0 ! � I � 5 �E) ---- R/W z _ 5 (E) R/W — — 3„ (E) Chnl o a — CONC- 3— — 4 – - — — _ — — — — — _ SBD - 10 _ 4 a CONC — ASP — — I 1 OCL I N < Lu - '110" LINE N 3 ASF4 785 6 —7 — — — _ = CONC o— = CONC — — — — ASPH U -LU 44 Q — - �(E) R/W P R -- -- —X— -I X (E) UP R R/W X X X I 1 L� m o0 a > x � Q a O Q a IRRIGATION PLAN o SCALE: 1 "=50" ; "> u, N IP -2 a THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY I P - 2 a o USERNAME=>$USER RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => $REQUEST Is IN INCHES UNIT 2232 PROJECT NUMBER &PHASE 0800000745 x x is x Q � v a W � V o W W Q acl- V W z a J a z 0 x J Q c..> I- W o Q V1 ICC 'C'(TYPE A)Dist I COUNTY ROUTE TOTAL PROJECT -N . SHEETS 48 STA AVAILABLE 2" WM, 'C' 21/z" BV 48 STA USED 2/2" BPAE, 'C' OS SBd 10 14.8/15.5 412 566 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, CONNECT FIBER OPTICS 1i/2" -C-24-36 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE (SEE ELECTRICAL PLAN) BP, 'C' 1 �/2 BV 3" RCVM, 'C' 1 1/2"-C-25-36 LI NS D LANDSCAPE DATE 3/9/20 11 �I�-PNDSCAPF q9 11/2 FS, C' 1"'C-26-10-40 ARCHITECT ti�'S N0. 2314 Oyu 1"-A-3-9-34 MATCH TO SHEET IP -5 3" GV aT2ano11 PLANS APPROVAL DATE 213112011 (E) R \ ' I Irr XOV R THE STATE OF CAL /PORN/A OR /TS OFF/CERS 3/9/2011 (SEE LAYOUT B V E E T S) °yE Ac OWCrAOR NOT ENESSNOF SCAroNEa �l4jF pF °1. 1"-C-17-6-22 Q ~\ I( Q G 5 5 5 5 rj COPTES OF TH/S RLAN SHEET. S 1�/2"-C-16-32 o 5 11/2 -C-27-23 SANBAG LYNN CAPOUYA, INC. W \ 5 5 5 5 � 1170 W 3RD STREET 17992 MITCHELL S. STE 110 1 �/2 -C-1 5-40 "' i� �" Z \ � � 1112 ' -C-28-24 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 3„ BV S� 3" BV 1„-C-43-7-29 ° o 4 3„ GV 4" _ R/W 3" GV U Irr XOVR \ � Irr XOVR ° \ 4" 11/2"-C-45-36 (SEE LAYOUT SHEETS)\ \ ` (SEE LAYOUTC-46-6-22 \\\ \4' o 1" -C-13-7 \V � �:� 4„ \ �� oOoOonn� A 1�/11/2"-C-48-32-48-48-32 4j A 1"-C--1B1-C1 2" BV �\\ \ \* 1"-C-20 0 2.BV -C-19 -53 1'9- 1'-C-18-5-20 1'/2"-C-8-21 \` 5 � 5 1"-C-7-15 rp (E) R/W I 5 5 4" 0 5 5 1S 5 5 1"-C-42-18 '/2"-C-6-36 °o a -8 W ,, / 5 11/2"-C-41-30) 2/2�� BV C` � 0 8 ° o o�C4?� � cv ` /� 9 .� 2"-C-40-90 0 /o "oo / a o:. 4 2"- C - 39- 90 f o8cS8T 1"-C-38-8-30 o° by o 7 I.C1��. LINE 5 5 5 5` -I 5 — 4„ G' C12�� 7 7 7 7 7 v�6c 5 5 5 — — 4 ono 1 0 0 0 0 I 7 7 7 5 _ 5� — — — CONC 4 4 S D- i 0 c N `4" — so 0 — — — — — — — — — — — - '110" LINE a n — — — — — — ---__- - 805 6 - - GONr — 7 ~ _ _ w W - ul 7 LJ SBD_ 1 0 = N 6 _ — — — — of — CONC _ U _ -- CONC — SBD = 10 — — 107 r4 g v "1IF LINE 80o 3 a ° °°rnQ°°prnCZ°40 08�° d�3o oIF �o::: °0lo o Q aa=49-8o5"C15 °° °oo° °° LIN 634 2 - 6 7 OD C'V U a a UPRR ;, IRRIGATION PLAN o MATCH TO SHEET IP -6 SCALE: 1"=50' w N THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY IP -3 a a USERNAME=>$USER RELATIVE BORDER SCALE 0 1 2 3 A 7i / 01 XM DGN FILE => $REQUEST IS IN INCHES UNIT 2232 PROJECT NUMBER &PHASE 0800000745 Dist COUNTY ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 10 14.8/15.5 413 566 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, -u — SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE �Mc� l7�`l 3/9/2011 "'0SC4PF p LIC SED LANDSCAPE DATE Zi X qyr ARCHITECT \c„�' NO. 2314 n 6/28/2011 PLANS APPROVAL DATE T, /M91e/°°011 THE STATE OF CALIFORNIA OR /75 OFF/CERS /02011 OR AGENTS SHALL NOT BE RESPONS/BCE FOR Jfgl Q��p THE ACCURACY OR COMPLETENESS OF SCANNED E OF CA��FO COP/ES OF TH/5 PLAN SHEET. SANBAGLYNN CAPOUYA, INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 2%2" BV r w a � SAN BERNARDINO, CA 92410 IRVINE, CA 92614 CD X o w 1'/z" -C-29-5-20 CINC W � - - >Lf) cr w 21'-t-30-58 �+Fix�7- n w < R/W CD - R/W CNC - — X 1 �/2" BV � o c I E 2„ mo 1 x ASPH o 1"-C-31 -t 6-64 1"-C-32-1 5-6 111WWW �u PI/z -C- 3-431 > X L Lx --L5 X _ 1 X _ — — �— —X z 5 5 WASH I N ON DR AWyASH I NGTON Dr 'WA" LINE a I _50 1 ASPH 2 34SPH q. i r o°°a A % F�40 R/WCLI _ tJ 0 O O X z o z - o 0� - - CONC _ ttrl CHANNEL CONC 7Z Y 7 LINE �7� ASPH __ _ - - JN W _ O -- - Q W S O O O -- — UD U-060_. — SPH— _ SBD - 10 _ — — — _4 — — — — — — — — — — — — — — — — — CONC — — — — — M — — — _-CONC — — — > 1 — SBD— a a a 8 1 _ — ASP } 4 8 1 5 6 7_"I 10 L I NE n— NZp) W – - - - ^�-_n 8 870 J O — u 10 9 8 0 1 CONC 2— CONC SBD - 10 — z-8— ---- — — SBD 10 — — — — — — — CONC — — — — Z J ASPH — -- PH "CI5" LINE? 9 - (E) R/W P R J 1"-C-34-20 (E) R/W J IP RR - UP RR 1 - - Ute- R/W — 1"=C-36 DIRT PILES " O CONC 21/2 BV— X O / \ 0 1 1 X IRRIGATION PLAN SCALE: 1"=50' a- 00 00 a� a .I Ln N THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY I P — 4 - p USERNAME =>$USER RELATIVE BORDER SCALE 1 DGN FILE _> $REQUEST IS IN INCHES z s UNIT 2232 PROJECT NUMBER & PHASE 0800000745 x x Z Z a � a O O z O F om } w m t- a� o Jz W � Y U2U JV) W G W M UO U x o U) < � } z � O a � o < I U U z W z z J Q 0 1 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE O a USERNAME => $USER DGN FILE => $REOU r Ul 2 O N I I I I I I THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I UNIT 2232 IRRIGATION PLAN SCALE: 1"=50' PROJECT NUMBER & PHASE IP -5 0800000745 N O Dist I COUNTY ROUTE TOTAL PROJECT No. SHEETS OS SBd 10 14.8/15.5 414 566 1 � 3/9/2011 ` QSCAPF LIC SED LANDSCAPE DATE �p qq ARCHITECT ti�S N0. 2314 n ® 6/28/2011 PLANS APPROVAL DATE 2/3g1 THE STATE OF CAL/FORN/A OR TTS OFF/CERS 3/9/2011 Ju1. Q OR AGENTS SHALL NOT BE RESPONS/BCE FOR THE E ACCURACY OR COMPL TENESS OF SCANNDE COPIES OF THIS RL AN SHEET. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LYNN CAPOUYA, INC. 7992 MITCHELL S. STE 110 IRVINE, CA 92614 UNIT 2232 IRRIGATION PLAN SCALE: 1"=50' PROJECT NUMBER & PHASE IP -5 0800000745 N O NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE -11 OD i Ln 0 USERNAME => $USER DGN FILE => $REOU THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I i UNIT 2232 DiSt COUNTY I ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 415 566 1yr.- (,ac— 3/9/2011 `pRDSCAP,, LIC SED LANDSCAPE DATE �p qq ARCHITECT ti�S NO. 2314 n 6/28/2011 g1 PLANS APPROVAL DATE � 2/3� THE STATE OF CAL/FORN/A OR TTS OFF/CERS 3/9/2011 OR AGENTS SHALL NOT BE RESPONS/BCEFOR J u— Q THE ACCURACY OR COMPL ETENESS OF SCANNED tgJF OF COPIES OF TH/S PLAN SHEET. SANBAGLYNN CAPOUYA, INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 f— 2/2 B V 1 r — Cl" n x 0 T m m T C4 o� 00 ww 00 a� a IRRIGATION PLAN o SCALE: 1"=50' > u, a N IP -6 PROJECT NUMBER & PHASE 0800000745 x x z UJ o CC x c 1 V O W a F M _ a Z � v o a Z W CL � a 2 V a N w G o Z a J a CC z 0 x Q U �o � _W o a w� � Vf SPRINKLER SCHEDULE IRRIGATION CROSSOVERS PLUS/MINUS 5% ® CONDUITTYPETYPE RISER (N) LOCATION 6 a SIDE v1 DISCHARGE MATERIAL SPRINKLER a Z CONTROL W 0. STATION Rt Lt 8 CROSSOVER LENGTH (LF) Q 4 Z 4 40+50.0 X X U O 2" CITRUS AVE Cr N Z I Z j Z V � J p 2" CITRUS AVE 53+00.0 W .. OW. U W 3" 2" Z ow a _ 5 2 F Z W — Ir F_U.1W 3" 2" _ 2 _ O r � 1 O W a O it ^ D ^' Z w 8 O a z p 0 106' 3" Z LL O a X X 48' 1 3" 1 2" a 0.U a 0.U J J N H ? a Cr TOTAL a Z a W � N .". N "� x J O a K W U a U U W U J W U N A SEPARATE N_ U d �. 2 0 N J p INFORMATION DESCRIPTION a in z z {/1 O O > 2 ac a ,� Z a 14 5 a 0 X - DENOTES REOUIREMENT — z I- a 'CONDUIT TYPE'column heading) 2 Y REMARKS t7 ¢ Z CO Uja a COATED CORRUGATED STEEL PIPE a a THICK) t7 Z V1 H a a W a a a G < J a to U 4 N � .4 J N O N N O a 0 U a 3 2 Z Z 0. CO D D Q � d V N x Li N � N p A-5 GEAR DRIVEN P 45 - 4.0 - 30-40 - PL -Yi' - - - - - - - X -y4" - - - X - CT DETAILS RSP HIS RISER TYPE IV 5❑ A-5 GEAR DRIVEN F 45 - 4.0 - 30-40 - PL -Y2' - - - - - - - X Y4" - - - X - CT DETAILS RSP HS RISER TYPE IV © A-6 POP-UP GEAR DRIVEN P 45 - 4.0 - 30-401- PL - X - - CT DETAILS RSP H5 RISER TYPE VI © A-6 POP-UP GEAR DRIVEN F 45 - 4.0 - 30-40 - PL �4" - - - - - - - - y4" - - X - - CT DETAILS RSP H5 RISER TYPE VI O7 A-7 GEAR DRIVEN P 50 - 10 - 0-50 - PL 1" - - - - - - - X 1" - - - X - CT DETAILS RSP H5 RISER TYPE IV T A-7 GEAR DRIVEN F 50 - 1 10 - 0-50 - PL 1" - - - - - - - X 1" - - - X - CT DETAILS RSP H5 RISER TYPE IV ® A-8 POP-UP GEAR DRIVEN P 50 - 10 - 0-50 - PL I- - - - - - - - - 1" - - X - - CT DETAILS RSP H5 RISER TYPE VI al A-8 POP-UP GEAR DRIVEN F 50 - 10 - 0-50 - PL I" - - - - - - - - 1" - - X - - CT DETAILS RSP H5 RISER TYPE VI 0 B-5 STREAM SPRAY F/P 30 - .8 - 13-18 - PL %2' - - - - - - - X %2' - - - X - CT DETAILS RSP H5 RISER TYPE IV * B-6 POP-UP STREAM SPRAY F/P 30 - .8 - 13-18 - PL %2' - - - - - - - - %2' - - X - - CT DETAILS RSP H5 RISER TYPE VI 0 B-5 STREAM SPRAY F/P 30 - 1.5 - 17-24 - PL %2' - - - - - - - X %2' - - - X - CT DETAILS RSP H5 RISER TYPE IV * B-6 POP-UP STREAM SPRAY F/P 30 - 1.5 - 17-24 - PLI %2" - - - - - - - - y2' I X - - CT DETAILS RSP H5 RISER TYPE VI • C-2 FLOOD BUBBLER F 30 - .25 - 1.5 - PL I %2' - - - - - - - X y2' - - X X - CT DETAILS RSP H5 RISER TYPE IV X IN BOX DENOTES REOUIREMENT ABBREVIATIONS APPLICABLE WHEN CIRCLED BELOW. F full circle Ftfeet/foot P port circle GPM — golions per minute 1 - See Speciol Provisions. F/P — full/port circle GPH gallons per hour Q2 If o pressure compensoting device is specified, 0 quorter circle Atl) otljustoble the dischorge ontl rotlii shown reflect its use. T thiro circle PL plClStiC 3 - ArC Stop gholl be fitted with o nut tlntl bH — holf circle 8/8 — bross/bronzeolt. TT— two third circle B/PL — bross/plostic 4 - Vinyl-cootea cast iron housing. TO —three quorter Circle B/B/PL — bross/bronze/plostic QS Swing Joints required oolocent to shoulders, CST —center strip NPT notionol pipe threod curbs, Sidewolks, ontl tlikeS. SST — side Strip IPS iron pipe size 6 Unless otherwise shown on plons. EST —end strip PSI pounds per square inch NOTES: I. ALL SPRINKLER HEADS. VALVES AND MAINLINE SHOWN NEAR MVP LOCATIONS ARE TO BE INSTALLED OUTSIDE INSTALLED PAVED EXISTING END OF THET M BE 2. ALL NEW MAINLINE PIPE WHICH HAS A 90 DEGREE CHANGE IN DIRECTION SHALL HAVE (2) 45 ELBOWS. 3. TLRDTIO ADDITION CNC CONTROLLER TO PULLLSVALBOATC PULL1MANIFOLD 0OFUTURE USE). ADDITIONAL M LAREA CONTROLLER TO TERMINUS OF MAINLINE (CAPPED) ONLY WHERE SHOWN (FOR FUTURE USE). NEW VALVE CODE RCV SIZE IRRIGATION CONTROLLER FF—REMOTE CONTROL VALVE STATION GALLONS PER MINUTE (GPM) QUANTITY OF SPRINKLERS (TYPE C-2) XX -X -XX -XX -XX XX -X -XX -XX -XX —NEW IRRIGATION SYSTEM USERNAME => $USER DGN FILE => $REOU TREE OR SHRUB BASIN SPRINKLER TYPE C-2.Typ yy4TREE OR SHRUB.Typ 7" TREE OR SHRUB BASIN 5' MIN 5' MIN SLOPE 5' MIN RCV -\,� PIPE SIZE (SEE PIPE SIZING CHART) TYPE C-2 SPRINKLER INSTALLATION THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I Dist COUNTY ROUTE TOTAL PROJECT ' NO. SHEETS 08 SBdd-u 10 14.8/15.5 416 566 1MV- (.a c— 3/9/2011 \_ANDSCAPF LIC SED LANDSCAPE DATE Zip qyr ARCHITECT \c.�' NO. 2314 n 6/28/2011 J 9a PLANS APPROVAL DATE .4 e� ei x011 g THE STATE OF CALIFORNIA OR /75 OFFICERS/302011 OR AGENTS SHALL NOT BE RESPONS/BCE FOR Jfgl Q��p THE ACCURACY OR COMPLETENESS OF 5CANNEO F F� COPIE5 OF TH/5 PLAN SHEET. SANBAGLYNN CAPOUYA, INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 SYM Y4" O © 1-2 HEAD 0 El LATERAL LINE PIPE SIZING CHART A-5. A-6 SPRINKLER SIZE I.. I I/4.. I _ I�2 , 2„ 3-4 HEADS 5-6 HEADS 7-8 HEADS 9-12 HEADS SYM I.. 1- 1/4" (2 )(9) MEADS 2 HEADS oa SYM Y4.. I" ♦ 0 0-5 HEAD 6-8 HEAD A -T, A-8 SPRINKLER SIZE I-1/2" 2" 2V2" 3 HEADS 4-5 HEADS 6-8 HEADS B-5. B-6 SPRINKLER - SIZE 1 - 1/4" 1-1/2.. 2.. S 9-14 HEADS 15-20 HEADS 21-34 HEADS C-2 SPRINKLER SIZE SYM Y4 I I - 1/q" 1-1/2" 0 0-20 HEADS 21-40 HEADS 41-60 HEADS 61-80 HEADS UNIT 2232 PROJECT NUMBER & PHASE LANDSCAPE DETAILS, LD -1 �M p 0800000745 IRRIGATION CROSSOVERS CONDUITTYPETYPE (N) (N) LOCATION SIDE WATER LINE SPRINKLER SIZE (INCH) CROSSOVER CONTROL LINE STATION Rt Lt 8 CROSSOVER LENGTH (LF) SIZE (INCH) SIZE (INCH) CITRUS AVE 40+50.0 X X 60' 3" 2" CITRUS AVE 43+00.0 X X 130' 3" 2" CITRUS AVE 53+00.0 X X 132' 3" 2" CITRUS AVE 57+70.0 60' 3" 2" 'X'LINE 807+00.0 X X 106' 3" 2" 'X' LINE 810+00.0 X X 48' 1 3" 1 2" TOTAL 536' (N) - NOT A SEPARATE PAY ITEM CONDUIT TYPE FOR INFORMATION ONLY (Applicable when circled below and shown X - DENOTES REOUIREMENT under the 'CONDUIT TYPE'column heading) 1 BITUMINOUS COATED CORRUGATED STEEL PIPE (0.064 INCH THICK) 2 CORRUGATED STEEL PIPE (0.064 INCH THICK) 3 CORRUGATED HIGH DENSITY POLYETHYLENE PIPE 4 GSP SYM Y4" O © 1-2 HEAD 0 El LATERAL LINE PIPE SIZING CHART A-5. A-6 SPRINKLER SIZE I.. I I/4.. I _ I�2 , 2„ 3-4 HEADS 5-6 HEADS 7-8 HEADS 9-12 HEADS SYM I.. 1- 1/4" (2 )(9) MEADS 2 HEADS oa SYM Y4.. I" ♦ 0 0-5 HEAD 6-8 HEAD A -T, A-8 SPRINKLER SIZE I-1/2" 2" 2V2" 3 HEADS 4-5 HEADS 6-8 HEADS B-5. B-6 SPRINKLER - SIZE 1 - 1/4" 1-1/2.. 2.. S 9-14 HEADS 15-20 HEADS 21-34 HEADS C-2 SPRINKLER SIZE SYM Y4 I I - 1/q" 1-1/2" 0 0-20 HEADS 21-40 HEADS 41-60 HEADS 61-80 HEADS UNIT 2232 PROJECT NUMBER & PHASE LANDSCAPE DETAILS, LD -1 �M p 0800000745 FOR INFORMATION, SEE ELECTRICAL PLANS ELECTRICAL PULL BOX, = --e SEE ELECTRICAL PLANS SEE ELECTRICAL PLANS SEE ELECTRICAL PLANS 12'' SLEEVE B THROUGH PAD INSTALLATION TO PRESSURE TRANSDUCER AND ,� HAND/AUTO Dist COUNTY ROUTE SWITCH INTAKE PIPING OPERATOR'S - TOUCH SCREEN INSTALLATION w INSTALLATION TO PRESSURE TRANSDUCER AND ,� Dist COUNTY ROUTE o 'm - FLOW SWITCH - -BOOSTER PUMP > 08 SBd 10 14.8/15.5 4171 566 ELECTRICAL EQUIPMENT Ln > TO PUMP MOTOR C9 ° w w o 450 CONDUIT AND L IC SED LANDSCAPE DATE Zip �pNt)SCgpE q9� =ii�or ... CONDUCTORS O \cv� NO. 2314 S 6/28/2011 O AS REQUIRED TO EXHAUST FAN 3" MIN. TYP. / PLANS APPROVAL DATE 90 v CONDUIT STUBOUT T, e°0 ei 0011 � z TEE THE STATE OF CQZ/FORN/A OR /75 OFFICERS /302011 SHAll MOT BE JfglE o PRESSURE GAUGE w OF SCANNED o° o INTAKE PIPING OPERATOR'S - TOUCH SCREEN z _ / PUMP PCC MOTOR SLAB DETAIL C x r o = c> ~ z o o U p m w m a� o JZ W Y U2 U JNW Q W = 0u x 0 O N w Q � } N J O z o Q u U z w z F } z J J 7 z z O U z UJ o CC x c H cr V �O W Q 2 ax V O a Af W W d A' U T' Q N W D G z a J Q z �p tY O x _j #4 a 18 O BO ® b — NCC SLAB DETAIL �y — THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY � N B R LAS I / 2 G USERNAME =)$USER RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => $REQUEST IS IN INCHES THRUST BLOCK DETAIL INSTALLATION TYPE FITTING INSTALLATION TYPE FITTING Dist COUNTY ROUTE I POST MILES SHEET TOTAL - TOTAL PROJECT NO. SHEETS - -BOOSTER PUMP 08 SBd 10 14.8/15.5 4171 566 ELECTRICAL EQUIPMENT = ENCLOSURE ° lam-- (.ac– 3/9/2011 450 L IC SED LANDSCAPE DATE Zip �pNt)SCgpE q9� =ii�or ... ARCHITECT \cv� NO. 2314 S 6/28/2011 n / PLANS APPROVAL DATE 90 T, e°0 ei 0011 � TEE THE STATE OF CQZ/FORN/A OR /75 OFFICERS /302011 SHAll MOT BE JfglE o PRESSURE GAUGE THEAACCURACY OR COMPZ ETENES6fIffS S OF SCANNED o° o ( 2 P L A C E S) COPIE5 OF TH/5 PZAN 51,EET. OF AND PRESSURE SANBAG N CAPOUYA, INC. T2410IR ° TRANSDUCER 1170 W 3RD STREET92 MITCHELL S. STE 110 SURGE TANK SAN BERNARDINO, CA INE, CA 92614 0 (SIZE TO SUIT • SYSTEM PRESSURE ° AND AS REQUIRED °BY THE MANUFACTURE) DISCHARGE ° Qo PIPING z _ / PUMP PCC MOTOR SLAB DETAIL C x r o = c> ~ z o o U p m w m a� o JZ W Y U2 U JNW Q W = 0u x 0 O N w Q � } N J O z o Q u U z w z F } z J J 7 z z O U z UJ o CC x c H cr V �O W Q 2 ax V O a Af W W d A' U T' Q N W D G z a J Q z �p tY O x _j #4 a 18 O BO ® b — NCC SLAB DETAIL �y — THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY � N B R LAS I / 2 G USERNAME =)$USER RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => $REQUEST IS IN INCHES THRUST BLOCK DETAIL INSTALLATION TYPE FITTING INSTALLATION TYPE FITTING - DEAD END - 900 ELL GATE VALVE 450 /\ BEND 22.50 =ii�or ... 11.250 i S VERTICAL / BEND 22.5° (TYPE 11 250 —OR TEE 0 VERTICALS &", BEND 22.50 (TYPE II) NOTES: Min 1.06 f� PCC FOR PIPE 1%4" AND SMALLER. Min 2.12 f� PCC FOR PIPE 2'' AND LARGER. USE #10 REINFORCING BAR WHERE SHOWN ( ).R FI OW SFNSnR (F S) UNIT 2232 PROJECT NUMBER & PHASE SUPPLY LINE — (SIZE PER PLAN) 3LE :ONTROLLER ROL CONDUIT 2" PVC PIPE (SEE NOTE 2) H � � n � p W y, 00 a� a LANDSCAPE o' DETAILS 7. Ln it N LD -2 0800000745 x X x X X NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE -C12" LINE I_ I J _ 0 L I_ Fill * 1-1 J i L I 1-1 J I 1 I L I I I 1-1 J I 1 I I I L 1-1 J 1-1 --4 �-- 1-1 --1 4 �-- 1-1 --1 4 L 1-1 --1 I-1-1 T fi 1-1—1rt fi 1—I-1 -r 'r 1—!� F i l l T I I 1 1 1 1 F 'l— I _! I_ 1 J ' L 1-1 J 1 L 1-1 J 1 L 1-1 J I—I -4 �!-1 -4 4 4- 1-1 -4 41 4-1-1 I I rtfil I—I I I I�*fil I—I I I I 11�fi1 I—I ! I —I 4 Dist I COUNTY ROUTE TOTAL PROJECT No. SHEETS OS SBd 10 14.8/15.5 418 566 1� 3/9/2011 `PND S CAPE LIC SED LANDSCAPE DATE �p qq ARCHITECT ti�'S NO. 2314 C�i�, n 6/28/2011 g1 PLANS APPROVAL DATE � 2/3� THE STATE OF CAL/FORN/A OR /TS OFF/CERS 3/9/2011 OR AGENTS SHACC NOT BE RESPONS/BCE FOR J Dore Q THE ACCURACY OR COMPO ETENESS OF SCANNED COPIES OF THIS PC AN SHEET. 754 SOYD ROCK BLANKET SANBAG LYNN CAPOUYA, INC. 1170 W 3RD STREET 17992 MITCHELL S. STE 110 764 SOYD GRAVEL (MISCELLANEOUS AREAS)(3/4" DIA. BURGUNDY) SAN BERNARDINO, CA 92410 IRVINE, CA 92614 498 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2" DIA. GREY GREEN) 587 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2" DIA. BURGUNDY) MINOR CONCRETE CURB — 480 _ I-1 4 �_ 1 _� 4 �_ 1-1 4 �_ 1-- I S I -I 4 �_ �_ 1-I 4 �_ �_ 1-I 4 �_ �_ 1-I 4 �_ I— 1 460 I 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 1 1 1 1440 — 420 I_ I L I_ I J 1 I I J 1 L I_ I J 1 L I_ I+! _! 1 1 L! _! 1 1 L! _I 1 1 L 1 _! 1 1 L 1 400 1-4 1-1-4 4 —1--4 4 !— ! --4 4 !— 14- 1-1 -4 +- 1-1 -4 +- I— 1-1 -4 a- 1-1 - 4-I— ! 380 ° 360 I I I 1 1 1 1 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 IT 1340 320 1 I_ I J 1 L I_ I J 1 L I_ I —L 1 _! 1 1 L! _! 1 1 L 1--1 1 1 L 1-1 1 1 L 1 300 4° 4— 1-1 -4 4 4— 1-1 -4 4 4— 1-1 -4— 1-1 —E 4- I— 1--1 -4 +- 1— 1-1 -4 4 1-1 -4 4- 1 280 260 I— I I l i— I I _I - I _I _ a I _I I ! 11 220 I_I 1 LI IJ �L 1 LI_IJ LI_I!1111 l_!_!1 1 L!_I1 1 L1,J1 1 L1200 J. —I Y H 1180 WASHINGTON Dr ;` xrt«r" ' '� I — I* I— I rt l —I rt t r l —I rt r l —I t r l —I rt t r l 160 °n :P °i*,"°i:r ,.'iwA:• 8 - -- - — - - - - - - - - - - _ - - - - 140 "� o- oa °=c �° °o :�•���.;:: ,��;., o0 o I I I I I II I I I I I I I I I I I I I I I I _ _ — _ _ _ _ _ _ _ _ _ _ _ _ —. _ _ _ 120 1 L LI LI J 1 L _ J 1 LI_ °-:.; °� I_!! 1_!1 1 L!_1.1 1 L!_11 1 LI_.11 1 LIloo - —1-4 !-!-4 4 4— !— -4 4 4— 1-1-4 4 1-1 "' ° `°' °� — —i I� —� + i —i ? i I —i 180 °o * fi I_ Flo _ ! —1 rt t r 1-1 rt t r ! —1 rt 1- r ! 60 - - L - II -II- I 14 1 P1 I I P1 I 1 IkTjTJT`AE41(� I -I J I 2 008808 $840820 078076074072070 680660640620600580560540520500 50460 4 420 0038 034032030028026024022 001801 Ln 120100 80 60 —46-2 0 0 20 40 60 801001201401601802002202 0260280300320340360380400420 "110" LINE 1.445 SOYD ROCK BLANKET J / MINOR CONCRETE CURB— POINT OF BEGINNING —544 SOYD ROCK BLANKET L914 SOYD ROCK BLANKET " 827 SOYD ROCK BLANKET 231SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2" DIA. GREY GREEN) ° 00 ww 218 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2" DIA. BURGUNDY) 8 8 a� a F W LAYOUT -HARDSCAPE PLAN SCALE: 1"=50' > U7 LD -3 �M p USERNAME=>$USER RELATIVE BORDER SCALE 0 1 2 3 AS i 2 o DGN FILE => $REQUEST IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000745 x x x 0 Lm m 0 �z w u— V, w aw = u Fr 0 n - LL] Q CL 0 Q n 0 Q U u z z LL - z z Q J z 0 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA9 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE REFER TO CIVIL PLANS FOR HARDSCAPE AT MEDIAN (D MINOR CONCRETE CURB > UB Q C/) x x ~ POINT OF BEGINNING U i -n 180 14 100 0 300 20200 r 1 7 1Y12 -1 _ T- - _ 70_ 1- 0 -1 _ 0- 1- 80_ f- 1120 T 1 I- 2 r I _ 40 _ 320 T -I I 1 1 1 I 1 1 I 1 I I I I I I I I I 1 REFER TO CIVIL PLANS 0 1 - r -1 T I 1 - r -1- T - I- -I - - T -I- - r -1 T -1 FOR HARDSCAPE AT MEDIAN 20 i 1 i I i _ i 1 _ i _ 1_ I _I _ _ _ I_ i _ i _I _ I I I I I I I I�,.:-*L.-..,L •,� I� I�� �� I: 1 l I � 40 1-:• *'1`t• I I I .�'•:r;°:F�:.:'"'`I'�r' •- �:'s: 1� I I I I OS 60 I I - - - I - - I- _1 j , { ..:,.:,,� I I - 1-:�;-:.:: sem.... 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STE 110 SAN BERNARDINO, CA 92410 IRVINE, CA 92614 228 SOYD GRAVEL (MISCELLANEOUS AREAS) (3/4'' DIA. BURGUNDY) 1,126 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2" DIA. BURGUNDY) 551 SOYD GRAVEL (MISCELLANEOUS AREAS) (3/4'' DIA. BURGUNDY) on 0 INTERSTATE 10 2 169 SOYD GRAVEL (MISCELLANEOUS AREAS) (3/4'' DIA. BURGUNDY) 309 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2" DIA. BURGUNDY) 1,752 SOYD ROCK BLANKET LAYOUT-HARDSCAPE PLAN I�sl SCALE: 1 "=50' z' 0 > Ln � CV LD -4 J, 0 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 72/2010 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 n9/22/20112-52.05 PM DGN FILE => $REQUEST IS IN INCHES I I I ww Q� o� 0 0 w w 00 J _j LAYOUT-HARDSCAPE PLAN I�sl SCALE: 1 "=50' z' 0 > Ln � CV LD -4 J, 0 USERNAME => $USER RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 72/2010 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 n9/22/20112-52.05 PM DGN FILE => $REQUEST IS IN INCHES I I I x x x x x z W OCC cr V W v> � a = o a W CL a 2 v w c G z a J Q z O ti J Q U �o wW o 1 o Q �~ V� V1 NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE OF GI KING Q a N 0 I x TL B 273 SOYD GRAVEL (MISCELLANEOUS AREAS) (3/4'• DIA. BURGUNDY) 939 SOYD ROCK BLANKET 515 SOYD ROCK BLANKET 20 60 00 140 180 220 260 300 340 380 0 460 500 540 580 620 660 700 740 0 820 860 900 940 980 1020 106? 1100 114p 118p 122? 126? 1300 40 80 120 160 200 240 280 320 360 400 440 480 520 5 0 600 640 680 720 760 800 840 880 920 960 1000 1040 1080 1120 ?160 1200 1240 1280 I —I 7 r 1-1 7 r r 1-1 7 T r' I —1 7 T_r 1 1 7 r r 1-1 r r 1-1 7 r r 1-1 r- 1-1 7 r r 1-1 7 r r 1-1 7 r r 1-1 7 r r 1-1 7 r 1 ,Q — — — — — — — -• — — — — — — — — — — — — — — — — — — — — — — — 0 I I— I I I I — I— I I I I — I— I I I I 1 1 1 I I I!!! �0�_ f �_ I -I �_�_ �_�_ �_ �_ �_ �_ �_ �_ f �_ I -I �_ �_ k 1 --I 4 f k 1-1 4 t - D L AA I I I I 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 1 1 _I 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 1 —1 I I - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 80 100 120 140 160 180 f- 200} 220 280 I 300 f 320 N340 360 , 380 1 400 -I L -1-1-L 4- �1-1-L 4- 1-1-1-L 4-1-1-1-L 4- 1-1-1-L 4- 1-1-1-L I- I -1-1-L L L -I --I-LL L-1-1-4 I I I -I 11 r r 1-1 7 r r' I- r I -I 1Z, 17 F 1-1 7 F 1-1 7 r r 1-1 7 r F 1'-1 7 r F 1-1 7 r r- 1-1 7 r r- 1 7 T r- I -Irl r 1-0 -1-TrF1-I-TTf l 17rF -I 7 -T r I -I1�7 f- 1-1 7 �T I _I I I I I I I I I _I I I I I _I I I I I I I 4 s 1 00 -L 1111'- 1-1 -L -L7 L7 1-1 -L -L- I— I'-1 -L -I-1- 1-1 -1 L 1- 1-1 -1 L I- I -11- 1-1 -L 4- 1 71 t t �° ° 1-1 -f t I- 1-1 -t t F- I -I -t 1- 1 1-1 -F 1- I 1-1 -t t � I -I; -i 1— I— -t t I X T FI -1 6 0 owl -I r -I -I -T T f-1,-1 -T r-1 � 7 T 1"-..1 -T r FI --1'1 r-1-1 7 r I I I I I -I I I I I°° I -I I I I I -I I I I I_IR-L 4- 1-1 -44 a-. 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SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LYNN CAPOUYA, INC. 17992 MITCHELL S. STE 110 IRVINE, CA 92614 20 60 00 140 180 220 260 300 340 380 0 460 500 540 580 620 660 700 740 0 820 860 900 940 980 1020 106? 1100 114p 118p 122? 126? 1300 40 80 120 160 200 240 280 320 360 400 440 480 520 5 0 600 640 680 720 760 800 840 880 920 960 1000 1040 1080 1120 ?160 1200 1240 1280 I —I 7 r 1-1 7 r r 1-1 7 T r' I —1 7 T_r 1 1 7 r r 1-1 r r 1-1 7 r r 1-1 r- 1-1 7 r r 1-1 7 r r 1-1 7 r r 1-1 7 r r 1-1 7 r 1 ,Q — — — — — — — -• — — — — — — — — — — — — — — — — — — — — — — — 0 I I— I I I I — I— I I I I — I— I I I I 1 1 1 I I I!!! �0�_ f �_ I -I �_�_ �_�_ �_ �_ �_ �_ �_ �_ f �_ I -I �_ �_ k 1 --I 4 f k 1-1 4 t - D L AA I I I I 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 1 1 _I 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 1 —1 I I - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 80 100 120 140 160 180 f- 200} 220 280 I 300 f 320 N340 360 , 380 1 400 -I L -1-1-L 4- �1-1-L 4- 1-1-1-L 4-1-1-1-L 4- 1-1-1-L 4- 1-1-1-L I- I -1-1-L L L -I --I-LL L-1-1-4 I I I -I 11 r r 1-1 7 r r' I- r I -I 1Z, 17 F 1-1 7 F 1-1 7 r r 1-1 7 r F 1'-1 7 r F 1-1 7 r r- 1-1 7 r r- 1 7 T r- I -Irl r 1-0 -1-TrF1-I-TTf l 17rF -I 7 -T r I -I1�7 f- 1-1 7 �T I _I I I I I I I I I _I I I I I _I I I I I I I 4 s 1 00 -L 1111'- 1-1 -L -L7 L7 1-1 -L -L- I— I'-1 -L -I-1- 1-1 -1 L 1- 1-1 -1 L I- I -11- 1-1 -L 4- 1 71 t t �° ° 1-1 -f t I- 1-1 -t t F- I -I -t 1- 1 1-1 -F 1- I 1-1 -t t � I -I; -i 1— I— -t t I X T FI -1 6 0 owl -I r -I -I -T T f-1,-1 -T r-1 � 7 T 1"-..1 -T r FI --1'1 r-1-1 7 r I I I I I -I I I I I°° I -I I I I I -I I I I I_IR-L 4- 1-1 -44 a-. U-- L I 1-1 - J L- I -1 L I .-1 4 4- 1-1- _ 1-1 -4 L� I -L I-111-1 -f t� 1-f -1 1 t I- I -f t I --t t t- 1-1 -f t--1-1 -f t 1- 1 I T F 1-1 -T T r 1-1 -T -f r FI I_ --T r F/ Ika-- - ��_ — — — — — o — — — — — — — — — — — — — — — — — — — — — — 1I I I I I I I I I I I I °° I I I I WPSgINGT(pN IDrI I I I I I I I I I I I I I I I I I I I o ^• -1 7f t I- 1-1 -t t F-rt-tx� 1-1 -t- t_ I- I +-I -t t f- I -I -f t F-- I -I -f t F-- I -I -t t F-- I -I -ij t I T I -I I -I T I -I -I T- f--17 1 -Z_ --r r- 1-1 7 r I� I r f - =T 7 r 1- 1-1 7 r I- 1-1 r 1 _ _ _ _ _ _ — — — — — — —_ 440 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 �7 ===40) Awls LL -1 �L — 1 1 L L 1 —1 L L 1 1--� --L, L 1 —1 L L 1 0 Ln NE 1.369 SOYD ROCK BLANKET USERNAME=>$USER RELATIVE BORDER SCALE 0 1 2 1 3 Tp SJ/3RjuISER/�20,10AM DGN FILE => $REOUEST IS IN INCHES UNIT 2232 3 815 INTERSTATE 10 o � 0 0 00 a� a F W LAYOUT -HARDSCAPE PLAN SCALE: 1"=50' � N LD -5 0 PROJECT NUMBER & PHASE 0800000745 x x x x x LA m NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE 596 SOYD GRAVEL (MISCELLANEOUS AREAS)(3/4" DIA. BURGUNDY) 676 SOYD GRAVEL (MISCELLANEOUS AREAS) (2 1/2" DIA. GREY/GREEN) 757 SOYD ROCK BLANKET 2,204 SOYD ROCK BLANKET MINOR CONCRETE CURB 440 400 360 320 280 240 200 160 120 80 40 20 60 100 140 180 220 260 300 340 380 420 460 5 0 0 580 620 660 700 740 780 460 420 380 340 300 260 220 180 t40 100 60 20 0 40 80 ,20 ,60 200 240 280 320 360 400 44 480 520 560 60 640 680 720 760 280 I I I- I I- I -� 1-1 -I' I- I — - - - - - ' - - - x� I I I I I I I I I I I I I I I I I I I I I) 1 I I--- I- I I I I I I I I v 260 r I; I r I-1-1 rt fi 1-1 —1 rt t- I-1-1 rt fi 1-1 — I I-- I I-- I I-- I I-- - - I I -- I� -- - 240- - - - - - - - - - - - - - - -L _ 1 1 L _ 1 1 L _ 1 1 L _ 1 1 L _ 1 1 L _ 1 —111-1 L - 1 1 220 1 PT 1 1 1- I) I I I- I -I I I I- I) I I I- I I I -I ) I I I -I ) I I I -I ) I I I -1 -I I I -I I� I- I I I I! 200 L I I I L I_ I J 1 L I_ I 1 L I_ I J 1 L I_ I—L 1 _1 1 1 L 1 _1 1 1 L 1 _1 1 1 L 1 _1 1 1 L 1 _1 1 L 1 _1 1 L I _ 1-1 180 I� � 1-1 � 4 1-I 14 1-1 � 4 1-1 --1- 1-1 -4 4- �- 1-1 -4 4- �- 1-1 -4 4- �- 1-1 -4 4- �- 1-1 - 1--v-4 -!® 01 60 r I� 1 o r i-1 -1 rt r l-�I rt r l-1 -1 rt r l- I—r I -I rt t r l -I rt t r l -I rt t r 1-1 —1--t -r - i -I g a °° -i 140 l h I I r I I I--1-1x1-"l- ISI I I I I I I I I I I I I I I I I I_l t=1=Ia O00 �CjO �•+ a0 O 100 L I� I A 1 I L 1-1 J 1 L I_ 14- 1 L 1-1 J 1 L I_ I �_I-�— _J— o ° a 0 �° 1'0 go o�O� eo I- I- I �- 1-1 � 4 1-1 -4 4 �- I-1��=��1 � - ° - � � I - � -1 -4 a- � 1- 8 N � 1-1 ° c4c3 1p.mirlt 880 900 920 940 r r� I I I 1 LI X11 FF, rI I L I a!_1 1 r I� 0 795 'i•��: w6- 521SOYD ROCK BLANKET USERNAME=>$USER DGN FILE => $REOU INTERS/ ATE 10 POINT OF BEGINNING 674 SOYD ROCK BLANKET RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES 6 7 8 9 800 UNIT 2232 11 LAYOUT -HARDSCAPE SCALE: 1'•=50' PROJECT NUMBER & PHASE 0800000745 Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 121 566 1A&Nr l 3/9/2011�O pQSCAP6 LIC SED LANDSCAPE DATE 4 q ARCHITECT �c�y N0. 2314 C�i�, Z7 I 6/28/2011 PLANS APPROVAL DATE g1 2/3 � � THE STATE OF CALIFORN/A OR /TSOFF/CERS 3/9/2011 OR AGENTS SHALL NOT OE RESPONSIBLE FOR sr Dore �p THE ACCURACY OR COMPLETENESS OF SCANNED qjF OF N0��'� COPTES OF THIS PLAN SHEET. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LYNN CAPOUYA, INC. 17992 MITCHELL S. STE 110 IRVINE, CA 92614 MINOR CONCRETE CURB 440 400 360 320 280 240 200 160 120 80 40 20 60 100 140 180 220 260 300 340 380 420 460 5 0 0 580 620 660 700 740 780 460 420 380 340 300 260 220 180 t40 100 60 20 0 40 80 ,20 ,60 200 240 280 320 360 400 44 480 520 560 60 640 680 720 760 280 I I I- I I- I -� 1-1 -I' I- I — - - - - - ' - - - x� 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 v 260 r I; I r I-1-1 rt fi 1-1 —1 rt t- I-1-1 rt fi 1-1 — I I-- I I-- I I-- I I-- - - I I -- I� -- - 240- - - - - - - - - - - - - - - -L _ 1 1 L _ 1 1 L _ 1 1 L _ 1 1 L _ 1 1 L _ 1 —111-1 L - 1 1 220 1 PT 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 -1 -I I I -I I� I- I I I I! 200 L I I I L I_ I J 1 L I_ I 1 L I_ I J 1 L I_ I—L 1 _1 1 1 L 1 _1 1 1 L 1 _1 1 1 L 1 _1 1 1 L 1 _1 1 L 1 _1 1 L I _ 1-1 180 I� � 1-1 � 4 1-I 14 1-1 � 4 1-1 --1- 1-1 -4 4- �- 1-1 -4 4- �- 1-1 -4 4- �- 1-1 -4 4- �- 1-1 - 1--v-4 -!® 01 60 r I� 1 o r i-1 -1 rt r l-�I rt r l-1 -1 rt r l- I—r I -I rt t r l -I rt t r l -I rt t r 1-1 —1--t -r - i -I g a °° -i 140 l h I I r I I I--1-1x1-"l- ISI I I I I I I I I I I I I I I I I I_l t=1=Ia O00 �CjO �•+ a0 O 100 L I� I A 1 I L 1-1 J 1 L I_ 14- 1 L 1-1 J 1 L I_ I �_I-�— _J— o ° a 0 �° 1'0 go o�O� eo I- I- I �- 1-1 � 4 1-1 -4 4 �- I-1��=��1 � - ° - � � I - � -1 -4 a- � 1- 8 N � 1-1 ° c4c3 1p.mirlt 880 900 920 940 r r� I I I 1 LI X11 FF, rI I L I a!_1 1 r I� 0 795 'i•��: w6- 521SOYD ROCK BLANKET USERNAME=>$USER DGN FILE => $REOU INTERS/ ATE 10 POINT OF BEGINNING 674 SOYD ROCK BLANKET RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES 6 7 8 9 800 UNIT 2232 11 LAYOUT -HARDSCAPE SCALE: 1'•=50' PROJECT NUMBER & PHASE 0800000745 GRAVEL (MISCELLANEOUS AREAS) Ob 0090 EXPANSION JOINT, Og C MINOR CONCRETE (CURB) OQ0 0 0 00 > w m in a Doo n0° p o > w w < 0 000 NO 00 \ 0 8 009 °ex'30 0 0 00 0 MINOR CONCRETE (CURB) NOTE: Layout of minor concrete (curb) will approximate the plan view (shown). Curb alignment will undulate to a maximum width of 24" and minimum width of 6". The edges Should be Smooth and continous and not exhibit parallel alignment. MINOR CONCRETE (CURB) PLAN z Y 1" RADIUS (TYp) Zvi U GRAVEL < W _ (MISCELLANEOUS AREAS) 6"-12" U 0 U E0. E0. x 0 U) — > W Q D D 111111 J O D OD > Q -z0- z DEPTH -DRY A(�PLIED MORTAR IS APPLIED 0 z TOP OF ROCK SURFACE 1" MAXIMUM SEPARATION BETWEEN I a TOP OF PAVEMENT, 1" MINIMUM V/2' MAXIMUM U z 6/28/2011 SURFACE AND THE TOP OF MORTAR w a EOFFINISH 4" CONCRETE BAND Y } FINISH GRADE OF FINISHED z J EXCAVATION O I- No. 4 BARS CONTINUOUS (TYP) 3MINIMUM BELOW O BOTTOM OF ROCK ROCK BLANKET M. SECT ION N.T.S. Q W N �— 1" RADIUS (Typ)� x om w } m GRAVEL AREAS) a� o 00 \ 0 8 009 °ex'30 0 0 00 0 MINOR CONCRETE (CURB) NOTE: Layout of minor concrete (curb) will approximate the plan view (shown). Curb alignment will undulate to a maximum width of 24" and minimum width of 6". The edges Should be Smooth and continous and not exhibit parallel alignment. MINOR CONCRETE (CURB) PLAN z Y 1" RADIUS (TYp) Zvi U GRAVEL < W _ (MISCELLANEOUS AREAS) 6"-12" U 0 U E0. E0. x 0 U) — > W Q D D 111111 J O D OD > Q c a Q W a a cr- V a N W D C z a J FINISH GRADE a Z 2- NO. 4 BARS CONTINUOUS (TYP) 0 x Q L- W o Q V1 w B R LAS I / 2 0 AM 12"-24" EO. ED. E0. D O .17 N.T.S. MINOR CONCRETE (CURB) SECTION USERNAME=>$USER DGN FILE => $REOU N.T.S. 11/4"MAXIMUM SEPARATION BETWEEN -z0- EXPOSED ROCK SURFACES AFTER DEPTH -DRY A(�PLIED MORTAR IS APPLIED 0 a TOP OF ROCK SURFACE 1" MAXIMUM SEPARATION BETWEEN I U TOP OF PAVEMENT, 1" MINIMUM V/2' MAXIMUM U z 6/28/2011 SURFACE AND THE TOP OF MORTAR w z EOFFINISH 4" CONCRETE BAND ISTING EMENT,CURB } FINISH GRADE OF FINISHED z J EXCAVATION a J I- No. 4 BARS CONTINUOUS (TYP) 3MINIMUM BELOW BOTTOM OF ROCK ROCK BLANKET z O U SECT ION N.T.S. W Z o 1" RADIUS (Typ)� x ~ W(MISCELLANEOUS GRAVEL AREAS) 91. N c a Q W a a cr- V a N W D C z a J FINISH GRADE a Z 2- NO. 4 BARS CONTINUOUS (TYP) 0 x Q L- W o Q V1 w B R LAS I / 2 0 AM 12"-24" EO. ED. E0. D O .17 N.T.S. MINOR CONCRETE (CURB) SECTION USERNAME=>$USER DGN FILE => $REOU N.T.S. 11/4"MAXIMUM SEPARATION BETWEEN 1" MINIMUM 1�/4- MAXIMUM EXPOSED ROCK SURFACES AFTER DEPTH -DRY A(�PLIED MORTAR IS APPLIED MORTAR ROCK(PLACE FLAT SIDE UP) TOP OF ROCK SURFACE 1" MAXIMUM SEPARATION BETWEEN AND CONCRETE SET FLUSH ADJACENT TO THE TOP OF ADJACENT ROCK SURFACES TOP OF PAVEMENT, 1" MINIMUM V/2' MAXIMUM CURB OR DIKE BETWEEN THE TOP OF ROC 6/28/2011 SURFACE AND THE TOP OF MORTAR 4" CONCRETE BAND UNLESS OTHERWISE SHOWN EOFFINISH 4" CONCRETE BAND ISTING EMENT,CURB TROWEL FINISH DIKETOP OF FINISHED DEPTH OF 4OR GRADE OR SURFACE EXCAVATION 15" 3MINIMUM BELOW BOTTOM OF ROCK ROCK BLANKET SECT ION N.T.S. COMPACTED GRAVEL EXISTING GRADE (MISCELLANEOUS AREAS) EDGE OF EXISTING SHOULDER FINISHED GRAVEL SURFACE EXISTING GRADE FINISHED GRAVEL SURFACE N N ° FINISHED GRADE Q EDGE OF EXISTING SHOULDER SECTION N.T.S. — FINISH GRADE — COMPACTED SUB BASE EXISTING GRADE FINISHED GRAVEL SURFACE N v m FINISH GRADE COMPACTED SUB BASE 0.25" WIDE EXPANSION JOINT (PREMOLDED JOINT FILLER) CONCRETE CURB 1" RADIUS (TYP) v- v ° IA O EXPANSION JOINT FOR MINOR CONCRETE (CURB) SECTION N.T.S. RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES I i I i I i I 00 CONSTRUCTION ww DETAILS a N LD -7 PROJECT NUMBER & PHASE 0800000745 POST MILES SHEET TOTAL DiSt COUNTY I ROUTE I TOTAL PROJECT No. SHEETS 08 SBd 10 14.8/15.5 422 566 1� (Ift-c— 3/9/2011 `pNDSCAPF LIC SED LANDSCAPE DATE PO 4 ARCHITECT ti�S N0. 2314 n 6/28/2011 9- ur PLANS APPROVAL DATE 2/312011 A THE STATE OF CALIFORNIA OR ITS OFFICERSJ, 3/90 2011 1. l�jF OR AGENTS SHALL NOT BE RESPONS/BCE FOR THE ACCURACY OR COMPLETENESS OF SCANNED OF CAUF�P� COPIES OF THIS PLAN SHEET. SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 LYNN CAPOUYA, INC. 17992 MITCHELL S. STE 110 IRVINE, CA 92614 00 CONSTRUCTION ww DETAILS a N LD -7 PROJECT NUMBER & PHASE 0800000745 X IQ PROJECT NOTES (THIS SHEET ONLY): GROUP A ❑EXISTING TYPE 90 CONTROLLER ASSEMBLY INCLUDING TYPE P CABINET AND APPURTENANT EQUIPMENT TO REMAIN IN PLACE. CONNECT SIC TO CONTROLLER PER MANUFACTURER'S REQUIREMENTS. 01 02 EXISTING TYPE III -BF SERVICE EQUIPMENT ENCLOSURE INCLUDING THE FOLLOWING: 120/240 V I PHASE SERVICE �m 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 IN SERVICE UTILITY PORTION OF �C�V 07 ENCLOSURE TO REMAIN IN PLACE. ❑RELOCATE EXISTING UNI -DIRECTIONAL, SINGLE CHANNEL OPTICAL DETECTOR AND APPURTENANCES TO NEW SIGNAL MASTARM AS DIRECTED BY THE ENGINEER. SEE MOUNTING DETAIL, SHEET E-2. REINSTALL EXISTING AUTO SCOPE CAMERA AND APPURTENANCES ON LUMINAIRE MAST ARM AS DIRECTED BY THE ENGINEER. SEE MOUNTING DETAIL, SHEET E-2. F5 INSTALL R73-3(CA) SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL U. ©INSTALL 1 -SIC CONNECTING FROM CONTROLLER (SHEET E-1) TO CONTROLLER AT SE QUAD. OF Rte 10 EB RAMPS (SHEET E-3)(APPROX. 1150'). SIC SHALL NOT BE SPLICED. R/W it ❑7 INSTALL 1 2" CONDUIT PER SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENT; CONDUCTORS TO BE INSTALLED BY SOUTHERN CALIFORNIA EDISON COMPANY. ❑8 COORDINATE SERVICE POINT RECONNECTION WITH SOUTHERN CALIFORNIA EDISON COMPANY. EXISTING SERVICE POINT P.P.#4310745E IS TO BE REMOVED AND UNDERGROUNDED BY SOUTHERN CALIFORNIA EDISON COMPANY. PHASE DIAGRAM* GROUP A GROUP B 01 02 03 04 v 05 06 07 �a *EXISTING PHASING TO REMAIN LEGEND (THIS SHEET ONLY): VIDEO DETECTION AREA 3" C, 1 SIC, 1#8 (G) R/W Exist 2"C 6PR#19 SIC J / Exist 2"C 2#6 (SIG) 1#8 (G) J Exist 2"C 4#10 (LTG) 1#8 (G) Exist 2"C, 2#6 (SIG), 4#10 (LTG), 1#8 (G) ---!P Exist 2"C 6PR#19 SICK SLOVER AVENUE 3 GENERAL NOTES (THIS SHEET ONLY): _- - --__— I' 04-, 1 �J6 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THESE PLANS, THE SPECIAL ._. 6P� PROVISIONS, THE CITY OF FONTANA STANDARD DETAILS, AND THE STATE OF 4P�; CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 (DATED MAY 2006) AND - 77 SCCB % „' I STANDARD PLANS (DATED MAY 2006), THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED JANUARY 21, 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. 4. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH `o SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. z 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAILS, SHEET E-2. it a 6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA w ENGINEERING DIVISION PRIOR TO COMMMENCEMENT OF WORK. 0 7. EXISTING LIGHTING AND SIGNAL SHALL REMAIN IN OPERATION UNTIL NEW SIGNAL AND LIGHTING IS OPERATIONAL PER SPECIFICATIONS. z 8. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING SPRINKLERS AND SIDEWALK (� AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. O Ya w X a 9. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY v SPRINKLER SYSTEMS IF NECESSARY. w K J v G [�]3"C, 1 SIC, 1#8 (G) APPROX. 1150'TO Rte 10 EB RAMPS EXIST. SERVICE FEED POINT P.P. #4310745E `- R/W El 3"C, 1 SIC, 1#8 (G) I� — U) -'•08P 102, i P �2 O 7` RS _ +L 06 01 ('12 Exist Exist 2"C O 6PR#19 SIC 9 Exist 2"C \ 6PR#19 SIC \ 1 I W R/W wD 0 10. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A CONFLICT w . WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. BORDER LAST REVISED 7/2/2010 USERNAME ->P0063397 DGN FILE => 846810ua001.dgn A\0 Dist COUNTY I ROUTE TOTAL PROJECT ' No. SHEET'. 08 ��SBd 10 14.8/15.5 423 566 /�tipp- J"y/ 03/28/11 ROFEssLo REGISTERED CIVIL EN INEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE No. s THE STATE OF C4LIFORN1,4 OR LT5 OZICER5 is Exp. ,> — OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE OF CALtF��`�lp COP/ES OF THI5 PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 R/W q--08 /. 25' (TYP) 35+75.02 "CI"= 50+00.00 "SL" 7 R3-4�_ SL, LINE I 50'(TYP) 04- 14 - I M 2 04-\7ISN J__�I.---------- 01 * Jly E 04P.T: J '�,02P THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0. 1 2 3 IS IN INCHES i I i I i I 12 I OR/W 1 STRIPING BY OTHERS I i I/ I� SEE CITY OF FONTANA DRAWING NUMBER 3481 FOR SIC DETAILS. I I SIGNAL AND LIGHTING (LOCATION 1 - SLOVER AVE - CITY LOCATION) SCALE: 1 "=20' E-1 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 1.1 PROJECT NOTES (THIS SHEET ONLY): CTID:08540100015.181M 2"C, 3 DEC, 1#8 (G) il' 2"C, 2 DLC------ Fl-1 INSTALL TYPE 332 CABINET WITH TYPE 2070 CONTROLLER ASSEMBLY WITH CDMA MODEM. 1#8 (G) INSTALL STATE FURNISHED BATTERY BACKUP SYSTEM ALONG WITH CONTRACTOR FURNISHED 30 A, 240V 2P, CB (LIGHTING - CITRUS AVE OC) CABINET AND BATTER ES. SEE BATTERY BACKUP SYSTEM DETAILS ON SHEETS E-28 TO E-30. 15 A, 120V 1P, CB (LIGHTING CONTROL) N INSTALL TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT 2"C, 2 DLC, 1#8 (G) ❑2 ENCLOSURE AS PER ES -2C AND ES -2F. ADDRESS. 10333 CITRUS AVE, FONTANA, CA CTID:08540100015.181M 2"C, 3 DLC, 1#8 (G) METER "A": 100 A, 240V 2P (MAIN BREAKER) TC -1 ❑5 ED M N :a 416U AB-- -"CI4" LINE AB 4J5L 416L (`1 A 417UQ RC AB CI EX IT RAMPEB Qi (T) 2"C, 3 DLC, 1#8 (G) 1#8 (G) RC / GENERAL NOTES (THIS SHEET ONLY): 1. 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. ELECTRICAL OPERATIONS SHALL BE GRANTED A 7 -DAY NOTICE PRIOR TO SIGNAL ACTIVATION. 50 A, 120V 1P, CB (SIGNAL) CTID:08540100015.181M 2"C, 3 DEC, 1#8 (G) il' METER "B": 100 A, 240V 2P, (MAIN BREAKER) GS -1 II 30 A, 240V 2P, CB (LIGHTING - UPRR) 30 A, 240V 2P, CB (LIGHTING - CITRUS AVE OC) 15 A, 120V 1P, CB (LIGHTING CONTROL) I 20 A, 120V 1P, CB (IRRIGATION - CITY) 0 INSTALL 1 -SIC CONNECTING FROM CONTROLLER (SHEET E-3) TO CONTROLLER AT 2"C, 5 DLC, 1#8 (G) NE QUAD. OF WB RAMPS (SHEET E-5) (APPROX. 750'). J 4❑ INSTALL R73-5(CA) ON MASTARM PER ES -7N, DETAIL "U". ❑5 INSTALL R3-18 ON MASTARM PER ES -7N, DETAIL "U". 2"C, 7 DLC, 1#8 (G) _ � INSTALL R61-17(CA) ON MASTARM PER ES -7N, DETAIL "U". 1 RC I AB F7 INSTALL REFLECTORIZED STREET NAME SIGN (RSNS) PANEL ON SIGNAL STANDARD PER RS4. RS ® PREFORMED LOOP. X a RC ❑9 RR EXISTING GPS TIME SOURCE UNIT FROM EXISTING CONTROLLER ASSEMBLY. 2"C, 9 DLC, 1#8 (G) 90' TO 185' TO LIMIT LINE Ag LIMIT LINE FN -- 416U AB-- -"CI4" LINE AB 4J5L 416L (`1 A 417UQ RC AB CI EX IT RAMPEB Qi (T) 2"C, 3 DLC, 1#8 (G) 1#8 (G) RC / GENERAL NOTES (THIS SHEET ONLY): 1. 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. ELECTRICAL OPERATIONS SHALL BE GRANTED A 7 -DAY NOTICE PRIOR TO SIGNAL ACTIVATION. BORDER LAST REVISED 7/2/2010 2"C, 7 DLC, 1#8 (G) LU Oz SERVICE EQUIPMENT LOCATION: M� L Ld I li P 1 i2"C, 2 #10 (LTG), 1#8 (G) I w I I �2 C, 2 #6 (SIG), 1#6 (G) w I l a � � I I 1 2"C, 4 DLC, 1#8 (G) OK 1I 2 1 co H I j 1 3"C, 1 SIC, 1#8 (G) ��_ 3' MT (CONDUCTORS BY SCE) J U DETAIL "A" m •� M 0 m rJ ri 0 801+41.62 e r. B p. mri T- iTJi B I AB RC 1J RS B I RC 0 Fi'� il' o II z w a a a a Z 0 J X a U w 0 v~i LI - BORDER LAST REVISED 7/2/2010 2"C, 7 DLC, 1#8 (G) LU Oz SERVICE EQUIPMENT LOCATION: M� L Ld I li P 1 i2"C, 2 #10 (LTG), 1#8 (G) I w I I �2 C, 2 #6 (SIG), 1#6 (G) w I l a � � I I 1 2"C, 4 DLC, 1#8 (G) OK 1I 2 1 co H I j 1 3"C, 1 SIC, 1#8 (G) ��_ 3' MT (CONDUCTORS BY SCE) J U DETAIL "A" m •� M 0 m rJ ri 0 801+41.62 e r. B p. mri T- iTJi B I AB RC 1J RS B I RC f�3 3"C, 1 SIC, 1#8 (G) APPROX. 750" TO WB RAMPS V 3"C, 1 SIC, 1#8 (G) w OJ \ M H 3"C, 1 SIC, 1#8 (G) Dist COUNTY I ROUTE TOTAL PROJECT ' No. SHEET'. 08 SBd 10 14.8/15.5 �4251 566 �� /'�-tipp'w // 03/28/11 ROFESsLo REGISTERED CIVIL EN (NEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE NO' s THE STATE OF C4LTFORNT4 OR LT5 OFF110ER5 is Exp. ,> — OR AGENTS SHALL NOT BE RESPONS/BLE FORsr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CAL tF��`�lp COP/ES OF THI5 PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD SUITE 200 1170 W 3RD STREET ONTARIOy CALIFORNIA 91761 SAN BERNARDINO, CA 92410 04 I �t2 X11 06Pb 1 I Q 02P 04 06 06 b 04P PHASE DIAGRAM STEADY DEMAND SEQUENCE 3"C, 1 SIC, 1#8 (G) 3"C, 1 SIC, 1#8 (G) 3 "CI5" LINE CITRUS Ave EB ENTRANCE RAMP O7 3 TYE "D" CABLE TO SPLICE VAULT �6 ( E �� F,,p A PP4809447E--,,,, THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME=>P0063397 RELATIVE BORDER SCALE DGN FILE => 846810ua003.dgn IS IN INCHES J L2"C, 2 #10 (LTG), 1#8 (G) 2"C, 2 #6 (SIG), 1#6 (G) -2"C, 7 DLC, 1#8 (G) -2"C, 2 #10 (LTG), 1#8 (G) -2"C, 2 #6 (SIG), 1#6 (G) -2"C, 4 DLC, 1#8 (G) 7-3"C, 1 SIC, 1#8 (G) 2"C, 2 #10 (LTG), 1#8 (G) 2"C, 2 #6 (SIG), 1#6 (G) 2"C, 4 DLC, 1#8 (G) 3"C, 1 SIC, 1#8 (G) 2"C, 3 DLC, 1#8 (G) SEE DETAIL "A" FOR SERVICE EQUIPMENT LOCATION. 2"C 9 3 DLC, 1#8 (G) o —3"C, 1 SIC, 1#8 (G) �N =3"C, MT (CONDUCTORS BY SCE) SIGNAL AND LIGHTING 00 MT (CONDUCTORS BY SCE) (LOCATION 2 - EB ENTRANCE a a —3"C, 1 SIC, 1#8 (G) AND EXIT RAMPS) om APPROX. 1 150' TO CITRUS/SLOVER SCALE: 1 "=20" z' o SEE SHEET E-1 w o E-3 �o Jo 0 z I I UNIT 2232 PROJECT NUMBER & PHASE 0800000745 i I i i 1 I Fi'� il' o II f�3 3"C, 1 SIC, 1#8 (G) APPROX. 750" TO WB RAMPS V 3"C, 1 SIC, 1#8 (G) w OJ \ M H 3"C, 1 SIC, 1#8 (G) Dist COUNTY I ROUTE TOTAL PROJECT ' No. SHEET'. 08 SBd 10 14.8/15.5 �4251 566 �� /'�-tipp'w // 03/28/11 ROFESsLo REGISTERED CIVIL EN (NEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE NO' s THE STATE OF C4LTFORNT4 OR LT5 OFF110ER5 is Exp. ,> — OR AGENTS SHALL NOT BE RESPONS/BLE FORsr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CAL tF��`�lp COP/ES OF THI5 PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD SUITE 200 1170 W 3RD STREET ONTARIOy CALIFORNIA 91761 SAN BERNARDINO, CA 92410 04 I �t2 X11 06Pb 1 I Q 02P 04 06 06 b 04P PHASE DIAGRAM STEADY DEMAND SEQUENCE 3"C, 1 SIC, 1#8 (G) 3"C, 1 SIC, 1#8 (G) 3 "CI5" LINE CITRUS Ave EB ENTRANCE RAMP O7 3 TYE "D" CABLE TO SPLICE VAULT �6 ( E �� F,,p A PP4809447E--,,,, THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME=>P0063397 RELATIVE BORDER SCALE DGN FILE => 846810ua003.dgn IS IN INCHES J L2"C, 2 #10 (LTG), 1#8 (G) 2"C, 2 #6 (SIG), 1#6 (G) -2"C, 7 DLC, 1#8 (G) -2"C, 2 #10 (LTG), 1#8 (G) -2"C, 2 #6 (SIG), 1#6 (G) -2"C, 4 DLC, 1#8 (G) 7-3"C, 1 SIC, 1#8 (G) 2"C, 2 #10 (LTG), 1#8 (G) 2"C, 2 #6 (SIG), 1#6 (G) 2"C, 4 DLC, 1#8 (G) 3"C, 1 SIC, 1#8 (G) 2"C, 3 DLC, 1#8 (G) SEE DETAIL "A" FOR SERVICE EQUIPMENT LOCATION. 2"C 9 3 DLC, 1#8 (G) o —3"C, 1 SIC, 1#8 (G) �N =3"C, MT (CONDUCTORS BY SCE) SIGNAL AND LIGHTING 00 MT (CONDUCTORS BY SCE) (LOCATION 2 - EB ENTRANCE a a —3"C, 1 SIC, 1#8 (G) AND EXIT RAMPS) om APPROX. 1 150' TO CITRUS/SLOVER SCALE: 1 "=20" z' o SEE SHEET E-1 w o E-3 �o Jo 0 z I I UNIT 2232 PROJECT NUMBER & PHASE 0800000745 i I i i 1 I Ll I LI o] F L cr o a GENERAL NOTES (THIS SHEET ONLY): OJ 1.ELECTRICAL OPERATIONS (909-383-6427) SHALL BE NOTIFIED N �\ AT LEAST 14 DAYS IN ADVANCE OF THE ANTICIPATED WORK �- COMPLETION. CONFIRM THIS NUMBER WITH PERMIT ENGINEER AT J COMMENCEMENT OF 14 DAY PERIOD. PROJECT NOTES (THIS SHEET ONLY): -1 INSTALL TYPE 332 CABINET WITH 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-28 TO E-30. ❑2 INSTALL TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE AS PER ES -2C AND ES -2F. ADDRESS: 10197 CITRUS AVE, FONTANA, CA CTID:08540100015.182M METER "A": 100 A, 240V 2P, (MAIN BREAKER) TC -1 50 A, 120V 1P, CB (SIGNAL) CTID:08540100015.182M METER "B 100 A, 240V 2P, (MAIN BREAKER) GS -1 20 A, 120V 1P, CB (IRRIGATION - CITY) F3 INSTALL 1 -SIC CONNECTING FROM CONTROLLER (Sht E-5) TO CONTROLLER AT NE QUAD. OF CITRUS/VALLEY (SHEET E-7) (APPROX. 780'). ® INSTALL R61-13(CA)(MOD) ON MASTARM PER ES -7N, DETAIL "U". [5 INSTALL R3-4 ON MASTARM PER ES -7N, DETAIL "U". © INSTALL R3-18 ON MASTARM PER ES -7N, DETAIL "U". F7 PREFORMED LOOP. 08 02 Q I 02P � b 06 08 a PHASE DIAGRAM w STEADY DEMAND SEQUENCE a BORDER LAST REVISED 7/2/2010 USERNAME=>P0063397 DGN FILE _> 846810ua005.dgn w 07- oz NIH J w o' F- _j OD N c"i3 3"C, 1 SIC, 1#8 (G) \I I R 780' TO CITRUS/VALLEY IT U}, � CITRUSS /VALLEY 2" C, 2 DLC, 1#8 (G) a i V 1 3"C, 1 SIC, 1 6� I(G) z �2" C, 2 DLC, 1#8 1 1 I II I I PP4810820E 2'' C, 3 DLC, 1#8 (G) L?Jl( O C� J X a U O w BORDER LAST REVISED 7/2/2010 USERNAME=>P0063397 DGN FILE _> 846810ua005.dgn w 07- oz NIH J w o' F- _j OD N c"i3 3"C, 1 SIC, 1#8 (G) \I I R 780' TO CITRUS/VALLEY IT U}, � CITRUSS /VALLEY 2" C, 2 DLC, 1#8 (G) t8 (G) 3"C MT (TYPE H SERVICE, CONDUCTORS BY SCE) 3"C, 1 SIC, 1#8 (G) 2"C, 2 #10 (LTG), 1#8 (G) 2"C, 2 #6 (SIG), 1#6 (G) 3"C, 1 SIC, 1#8 (G) /-3"C^ 1 SIC, 1#8 (G) ^ 3"C, 1 SIC, 1#8 (G) 2"C, 8 DLC, 1#8 (G) 3"C, 1 SIC, 1#8 (G) 2"C, 4 DLC, 1#8 (G) V �2"C, 4 DLC, 1#8 (G) —3"C, 1 SIC, 1#8 (G) —2"C, 3 DLC, 1#8 (G) I\ 2'' C, 3 DLC, 1#8 (G) 3"C, 1 SIC, 1#8 (G) APPROX. 750' TO EB RAMPS SEE SHEET E-3 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0. 1 2 3 UNIT 2232 IS IN INCHES i I i III Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 ��SBd 10 14.8/15.5 427 566 /�tipp- J7-- 03/28/11 ROFEs,,, REGISTERED CIVIL EN INEER DATE oe 4'47 ? RICHARD Fc E. IVY 06/28/1121570 m PLANS APPROVAL DATE THE STATE OF C4LTFORN1,4 OR LT5 OFFICERS is Exp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED ATE of CALtFO�`�lp COP/ES OF THIS PLAN SHEET. PARSONS 71,A,,INIAG 3200 EAST GUASTI ROADW 3RD STREET SUITE 200 BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 2"C, 3 DLC, 1#8 (G) SIGNAL AND LIGHTING (LOCATION 3 - WB ENTRANCE AND EXIT RAMPS) SCALE: 1 "=20' E-5 PROJECT NUMBER & PHASE 0800000745 1.1 i V 1 3"C, 1 SIC, 1 6� I(G) �2" C, 2 DLC, 1#8 1 1 I II I I PP4810820E 2'' C, 3 DLC, 1#8 (G) L?Jl( t8 (G) 3"C MT (TYPE H SERVICE, CONDUCTORS BY SCE) 3"C, 1 SIC, 1#8 (G) 2"C, 2 #10 (LTG), 1#8 (G) 2"C, 2 #6 (SIG), 1#6 (G) 3"C, 1 SIC, 1#8 (G) /-3"C^ 1 SIC, 1#8 (G) ^ 3"C, 1 SIC, 1#8 (G) 2"C, 8 DLC, 1#8 (G) 3"C, 1 SIC, 1#8 (G) 2"C, 4 DLC, 1#8 (G) V �2"C, 4 DLC, 1#8 (G) —3"C, 1 SIC, 1#8 (G) —2"C, 3 DLC, 1#8 (G) I\ 2'' C, 3 DLC, 1#8 (G) 3"C, 1 SIC, 1#8 (G) APPROX. 750' TO EB RAMPS SEE SHEET E-3 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0. 1 2 3 UNIT 2232 IS IN INCHES i I i III Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 ��SBd 10 14.8/15.5 427 566 /�tipp- J7-- 03/28/11 ROFEs,,, REGISTERED CIVIL EN INEER DATE oe 4'47 ? RICHARD Fc E. IVY 06/28/1121570 m PLANS APPROVAL DATE THE STATE OF C4LTFORN1,4 OR LT5 OFFICERS is Exp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED ATE of CALtFO�`�lp COP/ES OF THIS PLAN SHEET. PARSONS 71,A,,INIAG 3200 EAST GUASTI ROADW 3RD STREET SUITE 200 BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 2"C, 3 DLC, 1#8 (G) SIGNAL AND LIGHTING (LOCATION 3 - WB ENTRANCE AND EXIT RAMPS) SCALE: 1 "=20' E-5 PROJECT NUMBER & PHASE 0800000745 1.1 X IQ PROJECT NOTES (THIS SHEET ONLY): EXISTING CONTROLLER ASSEMBLY INCLUDING TYPE "P" CABINET, TYPE 90 CONTROLLER AND APPURTENANT EQUIPMENT. CONNECT SIC TO CONTROLLER PER MANUFACTURER'S REQUIREMENTS. 2❑ 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 IN SERVICE UTILITY PORTION OF ENCLOSURE TO REMAIN IN PLACE. RELOCATE EXISTING UNI -DIRECTIONAL, SINGLE CHANNEL OPTICAL DETECTOR AND APPURTENANCES TO NEW SIGNAL MASTARM AS DIRECTED BY THE ENGINEER. SEE MOUNTING DETAIL, SHEET E-8. DREINSTALL EXISTING AUTO SCOPE CAMERA AND APPURTENANCES ON LUMINAIRE MAST ARM AS DIRECTED BY THE ENGINEER. SEE MOUNTING DETAIL, SHEET E-8. [5 INSTALL R73-3(CA) SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL U. INSTALL R73-6(CA) SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL U. PHASE DIAGRAM* GROUP A GROUP B 4. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH 01 02 03 04 SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 0 z 05 06 07 08 *EXISTING PHASING TO REMAIN B 10 { '6 Or,- q 08P4 II .I ----------- ------ -- k#i 913 08 VALLEY BOULEVARD 1'/2" C, SIC SEE CITY OF LEGEND (THIS SHEET ONLY): FONTANA DRAWING No. 2811 VIDEO DETECTION AREA - r-- — -- FA GENERAL NOTES (THIS SHEET ONLY): 1y2" C, 1 SIC, 1#8 (G) 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), THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED JANUARY 21, 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. a BORDER LAST REVISED 7/2/2010 USERNAME=>P0063397 DGN FILE => 846810ua007.dgn 0 I I ='08 a0 &08 ;7 -6(CA) 3 62+31.26 "CI"= I50+00 VALLEY BLVD I 1 J I 1 I AB f w Z_ I J U I I I I I O -,_ 8 Ln Lf) - - �2P I I � L 05 M 102 02' 0 � 9 D 07-- 7 7 7 I I I SCCB ' � I I I I � I< µ 0 r 1 I _ I - I I Dist COUNTY I ROUTE TOTAL PROJECT ' No. SHEET'. 08 SBd 10 14.8/15.5 429 566 �� /'�-tipp'w // 03/28/11 ROFESsLo REGISTERED CIVIL EN (NEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE N.Ex s THE STATE OF CALTFORNL4 OR LT5 OFFTCER5 is Exp. ,> — OR AGENTS SHALL NOT BE RESPONS/BLE FORsr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE OF CALtF��`�lp COP/ES OF THI5 PLAN SHEET. PARSONS 71A�'INIAI 3200 EAST GUASTI ROAD3RD STREET SUITE 200 BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 Exist 2"C, 2#6 (SIG), 1#8(G) 1 f, 2❑ Exist 2"C, 2#10 (LTG), 1#8(G) `LJ I w Z) Z w Q N 7:) U I 3" C, 1 SIC, APPROX. 7; Rte 10 WB THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0. 1 2 3 IS IN INCHES i I i I i I I i �I #8 (G)� 30' TO RAMPS T O R 1 I I11/2" C, 1 SIC, 1#8 (G) UNIT 2232 R /W SIGNAL AND LIGHTING (LOCATION 4 - VALLEY BLVD - CITY LOCATION) SCALE: 1 "=20' E-7 PROJECT NUMBER & PHASE 0800000745 1.1 0 4. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. z 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAILS, SHEET E-8. C= mo,_, I 6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA o 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. a o 8. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING SPRINKLERS AND SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. X J a 9. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS IF NECESSARY. 0 10. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A CONFLICT WITH THESE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. a BORDER LAST REVISED 7/2/2010 USERNAME=>P0063397 DGN FILE => 846810ua007.dgn 0 I I ='08 a0 &08 ;7 -6(CA) 3 62+31.26 "CI"= I50+00 VALLEY BLVD I 1 J I 1 I AB f w Z_ I J U I I I I I O -,_ 8 Ln Lf) - - �2P I I � L 05 M 102 02' 0 � 9 D 07-- 7 7 7 I I I SCCB ' � I I I I � I< µ 0 r 1 I _ I - I I Dist COUNTY I ROUTE TOTAL PROJECT ' No. SHEET'. 08 SBd 10 14.8/15.5 429 566 �� /'�-tipp'w // 03/28/11 ROFESsLo REGISTERED CIVIL EN (NEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE N.Ex s THE STATE OF CALTFORNL4 OR LT5 OFFTCER5 is Exp. ,> — OR AGENTS SHALL NOT BE RESPONS/BLE FORsr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE OF CALtF��`�lp COP/ES OF THI5 PLAN SHEET. PARSONS 71A�'INIAI 3200 EAST GUASTI ROAD3RD STREET SUITE 200 BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 Exist 2"C, 2#6 (SIG), 1#8(G) 1 f, 2❑ Exist 2"C, 2#10 (LTG), 1#8(G) `LJ I w Z) Z w Q N 7:) U I 3" C, 1 SIC, APPROX. 7; Rte 10 WB THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0. 1 2 3 IS IN INCHES i I i I i I I i �I #8 (G)� 30' TO RAMPS T O R 1 I I11/2" C, 1 SIC, 1#8 (G) UNIT 2232 R /W SIGNAL AND LIGHTING (LOCATION 4 - VALLEY BLVD - CITY LOCATION) SCALE: 1 "=20' E-7 PROJECT NUMBER & PHASE 0800000745 1.1 NOTE: 1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. R/W TA (T WB ENTRANCE (T) (T)E riTRUs AVE 790 ❑1 PROJECT NOTES (THIS SHEET ONLY): ❑1 INSTALL RAMP METER SIGNAL PER DETAIL "A" ON SHEET E-12. �2 INSTALL INTERNALLY ILLUMINATED ''METER ON' SIGN PER DETAIL "B" ON SHEET E-12. R/W -'� T ) _ (T)_ o(T T) '�� o (T) ��=�� + 00 RMS#1 0 � U — w F � Q (T) a O x a o L BORDER LAST REVISED 7/2/2010 USERNAME=>P0063397 DGN FILE => 846810uaOO9.dgn R/W Z w �• J H 6- - - (T)- CITRUS�Ave EB EXI RAMP = w U = Dist COUNTY OUTE RTOTAL PROJECT ' N_- SHEET'. 08 ��SBppd 10 14.8/15.5 431 566 /�- J7-- 03/28/11 �O...... REGISTERED CIVIL EN INEER DATE oe Nab �? RICHARD Fc E. IVY 06/28/11 3 21570 m PLANS APPROVAL DATE THE STATE OF C4LTFORNT4 OR lT5 OFFlCER5- OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL 1 6 R/W THF ACCURACY OR CO3VPLE7ENE55 of 5CANNED 'Te of CAL1F 1 5 COP/ES OF THI5 PLAN SHEET. PARSONS O 0 3200 EAST GUASTI ROAD SANBAG v 1170 W 3RD STREET SUITE 200 + SAN BERNARDINO, CA 92410 Cc) ONTARIO, CALIFORNIA 91761 W i a � U"' PROJECT NOTES (THIS SHEET ONLY): w w .. N ❑3 INSTALL STATE FURNISHED MODEL 170 CONTROLLER ASSEMBLY N o = w WITH MODEL 334 CABINET AND FOUNDATION AS PER ES -3C; 1 2 a TO BE SHIELDED BY MBGR AS PER SHEET L-2. 2 UD _ m 4] SEE SHEET E-12 FOR LOOP INSTALLATION DETAILS. I � - �5 SEE SHEET E-19 FOR SERVICE DETAILS. 1 U I � i 18 15 D MATCH LINE STA 53+80 SEE SHEET E-10 CONDUCTOR AND CONDUIT SCHEDULE CABLE TYPE CONDUCTOR RUN AAAA - i(T)(T) RAMP a w x o a (T) AVE WB L00 P E TN RANCE A A A U RAMP SIGNAL 2 1 0 + - -_ WB 2 2 - _ _ - _ _ _ _ -Rte - - 3 CSC METER ON - o - N CD T- _ - - w 4 - - -EB Rte 1O - - - z 1 Z Ld - _ 795 _ 6- - -7 Lu - #6 SERVICE - _ - - - - - � U — w F � Q (T) a O x a o L BORDER LAST REVISED 7/2/2010 USERNAME=>P0063397 DGN FILE => 846810uaOO9.dgn R/W Z w �• J H 6- - - (T)- CITRUS�Ave EB EXI RAMP = w U = Dist COUNTY OUTE RTOTAL PROJECT ' N_- SHEET'. 08 ��SBppd 10 14.8/15.5 431 566 /�- J7-- 03/28/11 �O...... REGISTERED CIVIL EN INEER DATE oe Nab �? RICHARD Fc E. IVY 06/28/11 3 21570 m PLANS APPROVAL DATE THE STATE OF C4LTFORNT4 OR lT5 OFFlCER5- OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL 1 6 R/W THF ACCURACY OR CO3VPLE7ENE55 of 5CANNED 'Te of CAL1F 1 5 COP/ES OF THI5 PLAN SHEET. PARSONS O 0 3200 EAST GUASTI ROAD SANBAG v 1170 W 3RD STREET SUITE 200 + SAN BERNARDINO, CA 92410 Cc) ONTARIO, CALIFORNIA 91761 W i a � U"' PROJECT NOTES (THIS SHEET ONLY): w w .. N ❑3 INSTALL STATE FURNISHED MODEL 170 CONTROLLER ASSEMBLY N o = w WITH MODEL 334 CABINET AND FOUNDATION AS PER ES -3C; 1 2 a TO BE SHIELDED BY MBGR AS PER SHEET L-2. 2 UD _ m 4] SEE SHEET E-12 FOR LOOP INSTALLATION DETAILS. I � - �5 SEE SHEET E-19 FOR SERVICE DETAILS. 1 U I � i 18 15 D MATCH LINE STA 53+80 SEE SHEET E-10 CONDUCTOR AND CONDUIT SCHEDULE CABLE TYPE CONDUCTOR RUN AAAA 11 A A A A A 12 CSC RAMP SIGNAL 2 1 - 2 2 - 2 - - 3 CSC METER ON - - - - - - 1 - - #6 SERVICE - - - - - - - - 2 #6 GROUND 1 1 1 1 1 1 1 1 1 LOOP WIRES - - - - - - - - - DEMAND 1 1 1 2 2 - 2 - - PASSAGE 2 1 - 2 2 - 2 - - DLC SURVEILLANCE (MAINLINE) - - - - 16 16 16 - - OUEUE - - - - - - 2 - - COUNT - - - - - - - - - TOTAL 3 2 1 4 20 16 1 22 - - CAT 5E - - - - - - - 1 - CONDUIT SIZE 3" 3" 2" 3" 4" 3" 4" 2" 2" CONDUIT FILL % 17% 21% 5% Fl8% 20% Fl 7% 22% 6% 7% CABLE TYPE CONDUCTOR RUN 10 A 11 A t A t A t A t Q t A t A 1 A 12 CSC RAMP SIGNAL - - - - - - - - - 3 CSC METER ON 1 - - - - - - 1 - #6 SERVICE - - - - - 4 - - - #6 GROUND 1 1 1 1 7 1 1 1 1 LOOP WIRES - 8 - 8 - - - - - DEMAND - - - - - - - - - PASSAGE - - - - - - - - - DLC SURVEILLANCE (MAINLINE) - 8 8 8 - - - - - 2 - - - - - - 2 - -QUEUE COUNT - - - - 3 - 3 3 - TOTAL 2 8 8 8 3 - 3 5 - CAT 5E - - - - - - - - 1 CONDUIT SIZE 2" 3" 3" 3" 2" 2" 2" 2" 2" CONDUIT FILL % 11% 9% 9% 10% 9% 12% 9% 17% 6% — - (T) < H~ w (T) LO R/W 14 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0. 1 2 3 IS IN INCHES I I I I I I o � C� N �II 00 �w O F a aJ RAMP METERING SYSTEM o (LOCATION 1 - WB ENTRANCE RAMP o AND EB EXIT RAMP) w o �o SCALE: 1"=50' _ so Jo UNIT 2232 PROJECT NUMBER & PHASE 0800000745 x �Q CONDUCTOR AND CONDUIT SCHEDULE CABLE TYPE CONDUCTOR RUN A zl 0 A A 0 A 10 11 1 1 12 CSC RAMP SIGNAL - - 1 1 2 2- 3 CSC METER ON - - - - - 1- #6 SERVICE 2 - - - - - - - - 4 - - - #6 GROUND 1 1 1 1 1 1 1 1 1 1 1 1 1 LOOP WIRES - - - - - - - - - - - - 8 DEMAND - - - 1 2 2 - - - - - - - PASSAGE - - 1 1 2 2 - - 1 - - - - SURVEILLANCE (MAINLINE) - - - 8 8 8 - 8 - - - - - DLC QUEUE - - - - - 2 - - - - 2 - - COUNT - - - - - 3 - - - - 3 3 - TOTAL - - 1 10 12 17 - 8 1 - 5 3 - CAT 5E - 1 - - - - 2 - - - - - - CONDUIT SIZE 2" 2" 2" 3" 4" 4" 2" 2" 2" 2" 2" 2" 3" CONDUIT FILL % 7% 6% 19% 18% 15% 19% 7% 20% 19% 12% 17% 9% 2% PROJECT NOTES (THIS SHEET ONLY): ❑1 INSTALL RAMP METER SIGNAL PER DETAIL "A" ON SHEET E-12. [2 INSTALL STATE FURNISHED MODEL 170 CONTROLLER ASSEMBLY WITH MODEL AND FOUNDATION AS PER ES -3C; TO BE LOCATED 30' MINIMUM FROM EDGE OF TRAVELED WAY. 3] SEE SHEET E-12 FOR LOOP INSTALLATION DETAILS. NOTES: 1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. BORDER LAST REVISED 7/2/2010 USERNAME=>P0063397 DGN FILE => 846810ua010.dgn Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 B Sd 10 14.8/15.5 432 566 ��pp /til -7-- 03/28/11 ROFESsLo REGISTERED CIVIL EN (NEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE No. s THE STATE OF CALTFORNL4 OR LT5 OFFTCER5 is Exp. - OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CAL tF��`�lp COP/ES OF THI5 PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET <��,T ��� SAN BERNARDINO, CA 92410 SEE SHEET E-11 k THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0. 1 2 3 IS IN INCHES i I i I i I RAMP METERING SYSTEM (LOCATION 2 - W13 LOOP ENTRANCE RAMP AND WB EXIT RAMP) SCALE: 1"=50' E-10 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 1.1 LL O r - Z W H Q 0 a z 0 C� J X Q O O w N BORDER LAST REVISED 7/2/2010 USERNAME=>P0063397 DGN FILE => 846810ua010.dgn Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 B Sd 10 14.8/15.5 432 566 ��pp /til -7-- 03/28/11 ROFESsLo REGISTERED CIVIL EN (NEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE No. s THE STATE OF CALTFORNL4 OR LT5 OFFTCER5 is Exp. - OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CAL tF��`�lp COP/ES OF THI5 PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET <��,T ��� SAN BERNARDINO, CA 92410 SEE SHEET E-11 k THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0. 1 2 3 IS IN INCHES i I i I i I RAMP METERING SYSTEM (LOCATION 2 - W13 LOOP ENTRANCE RAMP AND WB EXIT RAMP) SCALE: 1"=50' E-10 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 1.1 X �a w 0 z w w PROJECT NOTES (THIS SHEET ONLY): 0 ❑1 INSTALL RAMP METER SIGNAL PER DETAIL "A" ON SHEET E-12. a INSTALL INTERNALLY ILLUMINATED "METER ON" SIGN PER DETAIL "B" z ON SHEET E-12. o INSTALL STATE FURNISHED MODEL 170 CONTROLLER ASSEMBLY WITH MODEL 334 CABINET `- AND FOUNDATION AS PER ES -3C, TO BE SHIELDED BY MBGR PER SHEET L-3. X J v O4 SEE SHEET E-12 FOR LOOP INSTALLATION DETAILS. 0 w CONDUCTOR AND CONDUIT SCHEDULE TYPE CONDUCTOR RUN 0000 �5 �6 �7 �8 �9 10 tt t t 14 t t6 0000000 12 CSC RAMP SIGNAL 1 1 1 1 1 - - 2 - - 2 - - - - - 3 CSC METER ON - - - - - - - - - - 2 2 - - 1 - #6 SERVICE - - - - - - - - - - - - - 2 - - #6 GROUND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LOOP WIRES - - - - - - 8 - 8 - - - - - - - DEMAND - - 7 1 1 - - 2 - - 2 - - - - - PASSAGE 1 1 1 1 1 - - 2 - - 2 - - - - DEC SURVEILLANCE (MAINLINE) - - - - 16 16 8 16 8 8 16 - - - - - QUEUE - - - - - - - - - - 2 2 - - 2 - COUNT - - - - - - - - - - 3 3 - - - 3 TOTAL 1 1 2 2 18 16 8 20 8 8 25 5 - - 2 3 CAT 5E - - - - - - - - - - -- CONDUIT SIZE 2" 2" 2" 2" 4" 3" 3" 4" 3" 3" 4" 2" 2" 2" 2" 2" CONDUIT FILL % 19% 19% 21% 21% 15% 17% 10% 20% 10% 9% 25% 21% 10% 7% 11% 9% NOTE: 1. FOR ACCURATE RIGHT OF AT THE DISTRICT OFFIC[ O Ln o')O O W0) F- Q W~ WN = W � Z W J W = �n U F- a DistCOUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 SBd 10 1 14.8/15.5 433 566 �� /'�-tipp,w // 03/28/11 ROFESsLo REGISTERED CIVIL EN (NEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE No. s THE STATE OF C4LIFORNI4 OR IT5 OFFICER5 is Exp. - OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CAL tF��`�lp COP/ES OF THIS PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 BORDER LAST REVISED 7/2/2010 USERNAME=>P0063397 DGN FILE => 846810ucOl 1.dgn THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0. 1 2 3 IS IN INCHES i I i I i I RAMP METERING SYSTEM (LOCATION 3 - EB ENTRANCE RAMP) SCALE: 1"=50" E-11 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 1.1 RAMP METER SIGNAL NOTES (THIS SHEET ONLY F-1-1 TYPE 1-A SIGNAL STANDARD. ❑2 3 -SECTION 12" SIGNAL HEAD (RED, YELLOW, GREEN), 12" FULL CIRCLE VISORS. F3 2 -SECTION 8" SIGNAL HEAD (RED, GREEN), 8" FULL CIRCLE VISORS. 4❑ BACKPLATE. F5 "R89 (CA)" AND "R10-6" SIGNS MOUNTED ON POLE. ATTACH WITH GALVANIZED 1/4" ¢ x 3/4" BOLTS, HEX NUTS, PLAIN AND LOCK WASHERS. SEE SIGN PLANS. © 1 -SECTION 8" SIGNAL HEAD (RED), 8" FULL CIRCLE VISOR. F7 FOUNDATION - SEE RSP ES -7B. Jtt 11VIthINALLT ILI METER ON SIGN MES DETAIL "B", THIS SI TP DETAIL "B" RAMP METER ON SIGN DETAIL Q Elev DETAIL "B" x a INTERNALLY ILLUMINATED METER ON SIGN MESSAGE DETAIL 0 v~i CI BORDER LAST REVISED 7/2/2010 USERNAME=>P0063397 DGN FILE => 846810ua012.dgn TV -2-T MOUNTING SV -1-T MOUNTING II O 0 1 L J !=, 5 DETAIL 11 A 11 RAMP METER SIGNAL DETAIL SEE RAMP METER SIGNAL DETAIL 'A", THIS SHEET ES ETW 10'-0" 10'-0" LIMIT LINE Il D1 D1 D1 P1 6'-0 1 V-0" I D2 D2 D2 P2 ETW ES 5'(PARALLEL TO THE SURFACE OF THE ROADWAY) Elev EP `- --- - (T) D = DEMAND (T) P = PASSAGE TO CONTROLLER SEE RAMP METER CABINET SIGNAL DETAIL "A", THIS SHEET DETAIL "C" 2 LANE RAMP LOOP INSTALLATION DEATIL THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0. 1 2 3 IS IN INCHES I I I I I I Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 SBppd 10 14.8/15.5 434 566 �� /�,w 03/28/11 ROFESSIO REGISTERED CIVIL EN (NEER DATE oe Nab ? RICHARD Fc E. IVY 06/28/1121570 m PLANS APPROVAL DATE NO' s THE STATE OF C4LTFORNT4 OR IT5 OFF110ER5 is Exp. ,> — OR AGENTS SHALL NOT BE RESPONS/BLE FORsT CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of cAL tF��`�lp COP/ES OF THlS PLAN SHEET. PARSONS SANBAG SUITE 200 3200 EAST GUASTI ROAD SAN 'ER W 3RD STREET SERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 CENTER MEDIAN ±1" ES (T) ETW OI N o LANES AS PER PLANS v (DIRECTION OF TRAVEL) o I N o I ETW ES �(T) SEE STANDARD PLAN ES -5D FOR APPROPIATE TERMINATION AND JO NT DETAIL DETAIL "D" MAINLINE LOOP INSTALLATION DETAIL 0o RAMP METERING SYSTEM (ELECTRICAL DETAILS) NO SCALE wo E-12 �o 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 TO RAMP METERIN LOCATION 2 CAT 5E CABLE BORDER LAST REVISED 7/2/2010 334 CABINET RAMP METERING SYSTEM LOCATION 1 FROM RAMP METERING - LOCATION 2 CAT 5E CABLE TO SPLICE VAULT --W-- TYPE TYPE "D" CABLE FROM RAMP METERING - LOCATION 1 CAT 5E CABLE TO RAMP METERING - LOCATION 3 CAT 5E CABLE POWER STRIP NETWORK TO SERIAL ADAPTOR .,ARD 334 CABINET LI ETHERNET EXTENDER ETHERNET SWITCH INTERCONNECT AND TERMINATION UNIT ETHERNET FIBER OPTIC SWITCH MODEL 170 CONTROLLER CAT 5E CABLE 334 CABINET ETHERNET EXTENDER ETHERNET r EXTENDER F ETHERNET SWITCH MODEL 170 CONTROLLER CAT 5E CABLES RAMP METERING SYSTEM RAMP METERING SYSTEM LOCATION 3 (MASTER) LOCATION 2 CAT 5E CABLE FIBER OPTIC JUMPER CAT 5E CABLE —POWER STRIP NETWORK TO SERIAL ADAPTOR CARD -POWER STRIP NETWORK TO SERIAL ADAPTOR CARD THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME=>P0063397 RELATIVE BORDER SCALE 0. 1 2 3 DGN FILE => 846810ua013.dgn IS IN INCHES I I I I I I I 2 BUF Dist COUNTY I ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT I No. SHEETS 08 SBd 10 14.8/15.5 435 566 �� /'�-tipp'w // 03/28/11 ROFESSIO REGISTERED CIVIL EN (NEER DATE oe Na7 ? RICHARD Fc E. IVY 06/28/11 21570 m PLANS APPROVAL DATE THE STATE OF C4LTFORN1,4 OR IT5 OFFlCER5 is Exp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ,OF CALtF��`�lp COP/ES OF THlS PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 I I rC U I. DLC FROM SPLICE VAULT MODEL 170 CONTRQLLER INTERFACE (TION PANEL RCONNECT AND JNIT LOCATION 3 (MASTER) N V ip N ii II � p W y RAMP METERING SYSTEM 20 COMMUNICATION SYSTEM o DETAILS z'0 NO SCALE E-13 0 O UNIT 2232 PROJECT NUMBER & PHASE 0800000745 0 z Q D_ 0 I Q Z C= 0 J X Q U 0 BORDER LAST REVISED 7/2/2010 334 CABINET RAMP METERING SYSTEM LOCATION 1 FROM RAMP METERING - LOCATION 2 CAT 5E CABLE TO SPLICE VAULT --W-- TYPE TYPE "D" CABLE FROM RAMP METERING - LOCATION 1 CAT 5E CABLE TO RAMP METERING - LOCATION 3 CAT 5E CABLE POWER STRIP NETWORK TO SERIAL ADAPTOR .,ARD 334 CABINET LI ETHERNET EXTENDER ETHERNET SWITCH INTERCONNECT AND TERMINATION UNIT ETHERNET FIBER OPTIC SWITCH MODEL 170 CONTROLLER CAT 5E CABLE 334 CABINET ETHERNET EXTENDER ETHERNET r EXTENDER F ETHERNET SWITCH MODEL 170 CONTROLLER CAT 5E CABLES RAMP METERING SYSTEM RAMP METERING SYSTEM LOCATION 3 (MASTER) LOCATION 2 CAT 5E CABLE FIBER OPTIC JUMPER CAT 5E CABLE —POWER STRIP NETWORK TO SERIAL ADAPTOR CARD -POWER STRIP NETWORK TO SERIAL ADAPTOR CARD THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME=>P0063397 RELATIVE BORDER SCALE 0. 1 2 3 DGN FILE => 846810ua013.dgn IS IN INCHES I I I I I I I 2 BUF Dist COUNTY I ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT I No. SHEETS 08 SBd 10 14.8/15.5 435 566 �� /'�-tipp'w // 03/28/11 ROFESSIO REGISTERED CIVIL EN (NEER DATE oe Na7 ? RICHARD Fc E. IVY 06/28/11 21570 m PLANS APPROVAL DATE THE STATE OF C4LTFORN1,4 OR IT5 OFFlCER5 is Exp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ,OF CALtF��`�lp COP/ES OF THlS PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 I I rC U I. DLC FROM SPLICE VAULT MODEL 170 CONTRQLLER INTERFACE (TION PANEL RCONNECT AND JNIT LOCATION 3 (MASTER) N V ip N ii II � p W y RAMP METERING SYSTEM 20 COMMUNICATION SYSTEM o DETAILS z'0 NO SCALE E-13 0 O UNIT 2232 PROJECT NUMBER & PHASE 0800000745 z w V) 0 0 } Q Y Q U w 0 oD w a� J Z Li �o Y v V) c. < , a: U W U � U L'. x a -- 0 r0 d In _ J Q Q W Z = O U u C U z z O W 0 z Q yr 0 x Ia PROJECT NOTES (THIS SHEET ONLY): Fl] LIGHTING (CITY STREET); ELECTROLIERS, CONDUCTORS, AND PULL BOXES TO ADDENDUM 3 BE INSTALLED BY SCE. CONDUIT TO BE INSTALLED BY CONTRACTOR. 2❑ INSTALL TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE AS PER ES -2C AND ES -2F. ADDRESS: 10317 CITRUS AVE, FONTANA, CA CTID: 08540100015.180M _ METER "A 100 A, 240V 2P (MAIN BREAKER) LS -3 ES -15C ES -15D ES -15A 30 A, 240V 2P, CB (LIGHTING - EB ENTRANCE RAMP) 30 A, 240V 2P, CB (LIGHTING - EB EXIT RAMP) SC1 1 -ISL 30 A, 240V 2P, CB (SIGN ILLUMINATION) 15 A, 120V 1P, CB (LIGHTING CONTROL) / 15 A, 120V 1P, CB (SIGN CONTROL) L 15 A, 1P, TEST SWITCH (SIGN ILLUMINATION) CTID: 08540100015.180M METER "B": L 100 A, 240V 2P, (MAIN BREAKER) TC -1 20 A, 120V 1P, CB (RAMP METERING) 15 A, 120V 1P, CB (CCTV) ❑3 INSTALL 10KVA SUBMERSIBLE TYPE XFMR, 240V PRIMARY, 480V SECONDARY. UPRR R/W ES -9E Det P 3"C, MT (CONDUCTORS BY SCE) 3"C, MT (CONDUCTORS BY SCE) 1 45+41 F, -L42+88 / G N _ + Q �0-- �Lu - - - - _ _ _ _ - _ _CITRUS AVENUE_ - -�- �w w= 2 J_ _ —_ — — _ _ — _ = W — — — — — _ _ _ _ _ _ N_ _ —_ _ — _ — — _ _ — — — _ _ _ _ Q �1 1- - - - - - - - -- 4 4 46+68 1 5 -- SEE SHEET E-3 FOR DETAILS R/W .� 3"C, MT (CONDUCTORS BY SCE) 3"C, MT (CONDUCTORS BY SCE) PROJECT NOTES (THIS SHEET ONLY): CDf I A 2"C, 4#8 (LTG), 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE _) $REQUEST MATCHLINE STA 797+50 SEE SHEET E-16 2 1 1 1 I I I TI I I I I I I I la I I I I I I �I F-- I w I I- I I I m I lml I I I w I Iw1 I I I a III I N I I I I- U I I I I I I o I I I I I I 0 (T) 7 149+53 I I I I I I I Fll III (T) 7 50+519 1 1 V I I I I I I I I 6 I I I 3 � AB I I I 2 I I I Ld I U III III RS I Q I I I RC I I I I z IIi 6 w III (T)❑ I I I I TI I m I I I UPRR R/W Ld Ld I I I I�I i I > IN un IO 6 Y Ir I I I im �I I v I I I I MATCHLINE STA 805+50 SEE SHEET E-18 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0. 1 2 3 IS IN INCHES I I I I I I WI QW VT tY F - z Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 ��SBd 10 14.8/15.5 437 566 /�tipp- J7-- 03/28/11 ROFEs,,, REGISTERED CIVIL EN INEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE NO' s THE STATE OF CALTFORNL4 OR IT5 OFFTCER5 is Exp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CALtF1p COP/ES OF THlS PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 T RC AB hoc (T) RS 3 51+51 n z Ln L _ Ln I w 2"C, 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) a Nw w o ww A 2"C, 4#8 (LTG), 1#8 (G) a \ 2"C5 2#12 (LTG - UPRR), 2#8 (LTG - OC) 1#8 (G) - CITY _V) z RC o J S w 5 3"C, 2#6 (ICC), 1#8 (G) - CITY x W H wo A 2"C, 2#8 (LTG), 2#8 (SIGN ILLUMINATION), 1#8 (G) A7 2"C, 2#8 (LTG - OC), 1#8 (G) - CITY BORDER LAST REVISED 7/2/2010 USERNAME=>$USER DGN FILE _) $REQUEST MATCHLINE STA 797+50 SEE SHEET E-16 2 1 1 1 I I I TI I I I I I I I la I I I I I I �I F-- I w I I- I I I m I lml I I I w I Iw1 I I I a III I N I I I I- U I I I I I I o I I I I I I 0 (T) 7 149+53 I I I I I I I Fll III (T) 7 50+519 1 1 V I I I I I I I I 6 I I I 3 � AB I I I 2 I I I Ld I U III III RS I Q I I I RC I I I I z IIi 6 w III (T)❑ I I I I TI I m I I I UPRR R/W Ld Ld I I I I�I i I > IN un IO 6 Y Ir I I I im �I I v I I I I MATCHLINE STA 805+50 SEE SHEET E-18 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0. 1 2 3 IS IN INCHES I I I I I I WI QW VT tY F - z Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 ��SBd 10 14.8/15.5 437 566 /�tipp- J7-- 03/28/11 ROFEs,,, REGISTERED CIVIL EN INEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE NO' s THE STATE OF CALTFORNL4 OR IT5 OFFTCER5 is Exp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CALtF1p COP/ES OF THlS PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 T RC AB hoc (T) RS 3 51+51 n (T) AB RC 3 52+90 3"C, MT (CONDUCTORS BY SCE) 1 AB / 1 /804+00 (T) 2 RC \\ ES -15A ES -15D ES -15C 1 - ISL Q 1 SC1 v hx F 00 MODIFY LIGHTING AND og SIGN ILLUMINATION -0 wo SCALE: 1 "=50" E -15 o �o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 Ln L _ Ln I a Lu Nw ww z= _V) RC S w _ _ W H Q (T) AB RC 3 52+90 3"C, MT (CONDUCTORS BY SCE) 1 AB / 1 /804+00 (T) 2 RC \\ ES -15A ES -15D ES -15C 1 - ISL Q 1 SC1 v hx F 00 MODIFY LIGHTING AND og SIGN ILLUMINATION -0 wo SCALE: 1 "=50" E -15 o �o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 x Ia PROJECT NOTES (THIS SHEET ONLY): 1❑ CITY LOCATION. ELECTROLIERS CONDUCTORS AND PULL BOXES TO BE INSTALLED BY SCE. CONDUIT TO BE INSTALLED BY CONTRACTOR. ❑2 INSTALL TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE AS PER ES -2C AND ES -2F. ADDRESS: 10317 CITRUS AVE, FONTANA, CA CTID: 08540100015.180M METER "A 100 A, 240V 2P (MAIN BREAKER) LS -3 30 A, 240V 2P, CB (LIGHTING - EB ENTRANCE RAMP) 30 A, 240V 2P, CB (LIGHTING - EB EXIT RAMP) 30 A, 240V 2P, CB (SIGN ILLUMINATION) 15 A, 120V 1P, CB (LIGHTING CONTROL) 15 A, 120V 1P, CB (SIGN CONTROL) 15 A, 1P, TEST SWITCH (SIGN ILLUMINATION) CTID: 08540100015.180M METER "B 100 A, 240V 2P, (MAIN BREAKER) TC -1 20 A, 120V 1P, CB (RAMP METERING) 15 A, 120V 1P, CB (CCTV) F3 INSTALL 10kVA SUBMERSIBLE TYPE XFMR, 240V PRIMARY, 480V SECONDARY. ES -9E Det P S-1 5CYES-1 5DYES-1 5 SC1 1 -ISL UPRR R/W 3"C, MT (CONDUCTORS BY SCE) 3"C, MT (CONDUCTORS BY SCE)- 42+88 CE) 42+88 LnQ aLu - _ _ _ _- ��_CITRUS AVENUE_C/) Lu w= 2 -I N - - -_ - - - - - f- N - - -- - - - - - - - - - - - - - - - Q 41+61 1 I-" 4 46+68 1 5 ` SEE SHEET E-3 FOR DETAILS R/W 3"C, MT (CONDUCTORS BY SCE) 3"C, MT (CONDUCTORS BY SCE) PROJECT NOTES (THIS SHEET ONLY): CDf I A 2"C, 4#8 (LTG), 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) MATCHLINE STA 797+50 SEE SHEET E-16 ' 2 I I I I I I TI I I I I I I I I � a III III �I I— I w I m � Ld I Ico I I I Ld I Iw1 I I I Q IN I I I I I I D I I I I I I I— U I I I I I I co 0 0 I I I I I I 0 (T) 7 1 49+53 I I I I I I I I I S I I I I I /U\ (T UPRR R/W, a- MEN lliki- III ow—Mmalm 1 1 I w 50+5 I I I I I I I I I a Lu AB 2"C, 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) I �u Nw W o ww A 2"C, 4#8 (LTG), 1#8 (G) a 7 qA2"C, 2#12 (LTG - UPRR), 2#8 (LTG - OC) 1#8 (G) - CITY a z I I I __jLn I I I a w A 3"C, 2#6 (ICC), 1#8 (G) - CITY x MATCHLINE STA 797+50 SEE SHEET E-16 ' 2 I I I I I I TI I I I I I I I I � a III III �I I— I w I m � Ld I Ico I I I Ld I Iw1 I I I Q IN I I I I I I D I I I I I I I— U I I I I I I co 0 0 I I I I I I 0 (T) 7 1 49+53 I I I I I I I I I S I I I I I /U\ (T UPRR R/W, a- MEN lliki- III ow—Mmalm 1 1 I 7 50+5 I I I I I I I I I a Lu AB I �u Nw ww a I I I 7 I I I a RC I I I __jLn I I I Ld w H I Z Q III III iii III z I w I I I I I m I Ld I I I ISI i Q Iuno 0 = Ir m L) MATCHLINE STA 805+50 SEE SHEET E-18 `o 2"C, 2#8 (LTG), 2#8 (SIGN ILLUMINATION), 1#8 (G) A7 2"C, 2#8 (LTG - OC), 1#8 (G) - CITY w a y THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME=>P0063397 RELATIVE BORDER SCALE 0. 1 2 3 DGN FILE => 84681OUC015.dgn IS IN INCHES I I I I I I I WI QW VT tY F- m (T)r Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 ��SBppd 10 14.8/15.5 437 566 /�- J7-- 03/28/11 ROFEssLo REGISTERED CIVIL EN INEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE No. s THE STATE OF C4LTFORN1,4 OR LT5 OFF110ER5 is Exp. ,> - OR AGENTS SHALL NOT BE RESPONS/BLE FORsr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CAL COP/ES OF THI5 PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 (T) AB ` RC 3 52+90 3"C, MT (CONDUCTORS BY SCE) 1 [AB 1 iL/IS-15A 804+00 (T 2 ES -15D ES -15C 1 -ISL SC1 1 O h MODIFY LIGHTING AND SIGN ILLUMINATION SCALE: 1 "=50' E-15 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 Ln + L _ Ln I a Lu Nw ww zCO 7 CO RC __jLn w H Q (T) AB ` RC 3 52+90 3"C, MT (CONDUCTORS BY SCE) 1 [AB 1 iL/IS-15A 804+00 (T 2 ES -15D ES -15C 1 -ISL SC1 1 O h MODIFY LIGHTING AND SIGN ILLUMINATION SCALE: 1 "=50' E-15 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 x la BORDER LAST REVISED 7/2/2010 PROJECT NOTES (THIS w A2"C, 2#8 0 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) A2°C, 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) A2"C, 4#8 (LTG), 1#8 z 4 2°C, 2#8 (LTG), 1#8 w d w a Q 1` Z 0 C� J x Q U O w BORDER LAST REVISED 7/2/2010 PROJECT NOTES (THIS SHEET ONLY): A2"C, 2#8 (LTG), 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) A2°C, 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) A2"C, 4#8 (LTG), 1#8 (G) 4 2°C, 2#8 (LTG), 1#8 (G) USERNAME=>P0063397 DGN FILE => 846810ua016..dgn Di.tj COUNTY I ROUTE ITOTAL PROJECT ' No. SHEET'. 08 SBd 10 14.8/15.5 438 566 �� /'�-tipp'w � 03/28/11 ROFESSIO REGISTERED CIVIL EN INEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE NO' s THE STATE OF CALIFORNIA OR IT5 OFF110ER5 is Exp. ,> - OR AGENTS SHALL NOT BE RESPONS/BLE FORsr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CAL COP/ES OF THI5 PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 - (T),- 1 0 Li — — — — (T=-� - -- - — - - -- - _ 9 — W uO -WB Rte 1-0 _ - - - - - _ - _ _ CIO _- _ _ _ -- - --- - - - - - - - 795 gx — _-_ -_ - = EB- Rte �� - -- ----- a _ Z — ui 6 - - - - - u THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0. 1 2 3 IS IN INCHES i I i I i I i MODIFY LIGHTING AND SIGN ILLUMINATION SCALE: 1"=50' UNIT 2232 PROJECT NUMBER & PHASE E-16 0800000745 1.1 w 0 z w d a 'A O �b �ci �c \ �\�\ (T) , 3 LAST REVISED 7/2/2010 PROJECT NOTES (THIS SHEET ONLY): 1❑ LIGHTING (CITY STREET); ELECTROLIERS, CONDUCTORS, AND PULL BOXES TO BE INSTALLED BY SCE. CONDUIT TO BE INSTALLED BY CONTRACTOR. A2"C, 2#8 (LTG), 2#8 (SIGN ILLUMINATION) 2#10 (TEST SWITCH), 1#8 (G) A2"C, 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) A\ 2"C, 4#8 (LTG), 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) R /W 1.5"C, MT (CONDUCTORS BY SCE) 1 43+01 1 (T) R/W %P-4-81-082 4 E - \ WASHINGTON DR RC 6 - DistCOUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 SBd 10 1 14.8/15.5 440 566 �� /'�-tipp'w � 03/28/11 ROFESSIO REGISTERED CIVIL EN INEER DATE oe Nq ? RICHARD �c m ADDENDUM 3 06/28/11 Ivv 21570 2 PLANS APPROVAL DATE THE STATE OF CALIFORNIA OR IT5 OFFICERS - OR AGENTS SHALL NOT BE RESPONS/BLE FORsr CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED ATE of CALtF���lp COP/ES OF THIS PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 g — \ 50 / TES-15A ES -15D ES -15C () 1 2 -ISL SC1 AB 9 F W RC RC I = AB EXfT RS 1 815+55 817+35 I RC RC87� QMp (T) AB 814+00 - 1 _ RC-- — -- - -- RS T Lo � AB 7 w -- -- - - F 5 (car ---- w— -_ — — — — — — ____�_______________-_ — - N� _ - _ _ _ - - - _ _ - - _ - - -- - _ - - - - - - - - - - - - - - - - - - - - - -_ WB Rte 1 0 _ - - - -(J-- - - w -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - n - - 7 8 o - -- _ -- -- + E-- Rte _rt0_ — -- 0- - - — --= 7- --_ - - - - - - _ -- - - - _ - - - - - ---- Co- - --- --- _ - --- - - - - - - - - - - - - - - - -- - -- C1TRl�S AVE EB_EN�TRANCE RAMP 8 — oR AB /� / 816+29 n n 1 CB -—�''----o---- _ 818+00 USERNAME=>$USER DGN FILE _> $REQUEST THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I I I I I I � w MODIFY LIGHTING ANDo SIGN ILLUMINATION o SCALE: 1"=50' z� wo E-18 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 x IQ w 0 z w d U.] a Q w ti��X O �b (T) , 80 3 PROJECT NOTES (THIS SHEET ONLY): 1❑ CITY LOCATION. ELECTROLIERS, CONDUCTORS, AND PULL BOXES TO BE INSTALLED BY SCE. CONDUIT TO BE INSTALLED BY CONTRACTOR. A2"C, 2#8 (LTG), 2#8 (SIGN ILLUMINATION) 2#10 (TEST SWITCH), 1#8 (G) A2"C5 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) 2"C, 4#8 (LTG), 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) R /W 1.5"C, MT (CONDUCTORS BY SCE) 1 43+01 1 (T) R/W Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 SBd 10 14.8/15.5 440 566 �� /'�-tipp'w � 03/28/11 ROFESSIO REGISTERED CIVIL EN INEER DATE oe Nq ? RICHARD �c E. IVY 06/28/1121570 m PLANS APPROVAL DATE NO• s THE STATE OF C4LTFORN1,4 OR lT5 OFFlCER5 is Exp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CALtF��`�lp COP/ES OF THlS PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD SUITE 200 1170 W 3RD STREET ONTARIOy CALIFORNIA 91761 SAN BERNARDINO, CA 92410 X487 -0824-E - --- - -- \ �IAR 6 - 7 8 9 \ 50 1 /ill, ES-15A ES -15D ES -15C RC 9 (T) 1 RC RC 2 -ISL SC1 F W � I AB EXfT RS 1 815+55 817+35 -RC _ RC RC 87 gti1P � _ (T) AB 814+00 0 Lo �. RS - AB — - F- _ 1 ,� 81 5 _ _ N -- - - - - - - - - - - - - - - - - - - - - - _ _ _ WB Rte -10 _ - -- - - -- - - -�� - - U-1 - -- -- - - _ - - _ - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ - - --CBSC - w - - - _- - - - - - - - - -- - - - - - - - v 8 o -- -- -- + EB Rte_1 - - - ,n- - - -- -- - - - - - - - - - oao - - - 9 _ _ --- 7 8 - _ - - - - - - - - - - - - - - - - - -- -- - - - - - - - �_ - - - v _ 9 810 - (T) CB -CT R6S AVE EB ENTRANCE RAMP _ - - {'- - -o-- - - AB 816+29 hrl 1-1 1 818+0 0 OR BORDER LAST REVISED 7/2/2010 USERNAME=>P0063397 DGN FILE => 846810ua018..dgn THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 01 2 3 IS IN INCHES i I i I i I MODIFY LIGHTING AND SIGN ILLUMINATION SCALE: 1"=50' E-18 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 1.1 PROJECT NOTES (THIS SHEET ONLY): 1❑ LIGHTING (CITY STREET); ELECTROLIERS, CONDUCTORS, AND PULL BOXES TO BE INSTALLED BY SCE, CONDUIT TO BE INSTALLED BY CONTRACTOR. ❑2 INSTALL TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE AS PER ES -2C AND ES -2F. ADDRESS: 10203 CITRUS AVE, FONTANA, CA ADDENDUM 3 ❑3 INSTALL TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE AS PER ES -2C AND ES -2F. ADDRESS: 10201 CITRUS AVE, FONTANA, CA CTID: 08540100015.179M METER "B x 100 A, 240V 2P, (MAIN BREAKER) TC -1 20 A, 120V 1P, CB (WB - RAMP METERING) 20 A, 120V 1P, CB (WB LOOP - RAMP METERING) x �Q Ln t � rn 2 Ln I � aw H F-- - N Lu Lu _ LO J W W P- n a 3"C, MT (CONDUCTORS BY SCE)] CTID: 08540100015.179M METER "A": 100 30 A, A, 240V 240V 2P 2P, (MAIN BREAKER) LS -3 CB (LIGHTING - WB ENTRANCE RAMP) In I 30 A, 240V 2P, CB (LIGHTING - WB LOOP ENTRANCE RAMP) > 30 A, 240V 2P, CB (LIGHTING - WB EXIT RAMP) o W LL' cr 30 A, 240V 2P, CB (SIGN ILLUMINATION) 15 A, 120V 1P, CB (LIGHTING CONTROL) 'W ISI 15 A, 120V 1P, CB (SIGN CONTROL) 0 15 A, 1P, TEST J SWITCH (SIGN ILLUMINATION) CTID: 08540100015.179M METER "B x 100 A, 240V 2P, (MAIN BREAKER) TC -1 20 A, 120V 1P, CB (WB - RAMP METERING) 20 A, 120V 1P, CB (WB LOOP - RAMP METERING) x �Q Ln t � rn 2 Ln I � aw H F-- - N Lu Lu _ LO J W W P- n a 3"C, MT (CONDUCTORS BY SCE)] 0 3"C, MT (CONDUCTORS BY SCE) 54+65 1 57+01 r� I °- 0 I 0 809+17 -1 CTID: 08540100015.178M METER "A 100 A, 240V 2P (MAIN BREAKER) GS -1 20 A, 120V 1P, CB (IRRIGATION) 80 A, 240V 2P, CP (PUMP) CTID: 08540100015.178M METER "B 100 A, 240V 2P (MAIN BREAKER) (METER WILL NOT BE INSTALLED ON THIS PROJECT) 4❑ INSTALL tOkVA SUBMERSIBLE TYPE XFMR, 240V PRIMARY, 480V, SECONDRIY., 75 CITY LOCATION, SEE SHEET E-5 FOR DETAILS. �I 3"C, MT (CONDUCTORS BY SCE) 3"C, MT (CONDUCTORS BY SCE) I. RS 59+25 R/Wj----//�/�-_ t 1 4 80 7 _ _ . - - - - - - -- r 1 -1 ---C4- ROS AVENUE - T 5 - - - - - - - -------- — y (T) m ❑ 3 1� T) F 9 i F11� Foo q 2 T T SFF 4 'go / XSF so 8 � 3 ICC (CITY), � SEE IRRIGATION60+40 - 58+23 1 R/W PLANS 1 PP4810820E 3"C, MT (CONDUCTORS BY SCE) - 4 5 3"C, MT (CONDUCTORS BY SCE) 6 BOOSTER PUMP, SEE IRRIGATION PLANS ICC, SEE IRRIGATION PLANS PROJECT NOTES (THIS SHEET ONLY) R/W A 2"C, 4#8 (LTG), 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) A2 2"C, 2#8 (LTG), 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) A3"C, 2#6 (ICC CITY), 1#8 (G) 4 3"C, 2#6 (ICC), 2#4 (PUMP), 1#4 (G) LA 3"C, 2#6 (ICC), 1#8 (G) 2 W - 0 I z I w a a / Lu I ISI a Z J I 0 C� �I J 1 d X a U .11 II L.� I 1 I O LLJ 0 3"C, MT (CONDUCTORS BY SCE) 54+65 1 57+01 r� I °- 0 I 0 809+17 -1 CTID: 08540100015.178M METER "A 100 A, 240V 2P (MAIN BREAKER) GS -1 20 A, 120V 1P, CB (IRRIGATION) 80 A, 240V 2P, CP (PUMP) CTID: 08540100015.178M METER "B 100 A, 240V 2P (MAIN BREAKER) (METER WILL NOT BE INSTALLED ON THIS PROJECT) 4❑ INSTALL tOkVA SUBMERSIBLE TYPE XFMR, 240V PRIMARY, 480V, SECONDRIY., 75 CITY LOCATION, SEE SHEET E-5 FOR DETAILS. �I 3"C, MT (CONDUCTORS BY SCE) 3"C, MT (CONDUCTORS BY SCE) I. RS 59+25 R/Wj----//�/�-_ t 1 4 80 7 _ _ . - - - - - - -- r 1 -1 ---C4- ROS AVENUE - T 5 - - - - - - - -------- — y (T) m ❑ 3 1� T) F 9 i F11� Foo q 2 T T SFF 4 'go / XSF so 8 � 3 ICC (CITY), � SEE IRRIGATION60+40 - 58+23 1 R/W PLANS 1 PP4810820E 3"C, MT (CONDUCTORS BY SCE) - 4 5 3"C, MT (CONDUCTORS BY SCE) 6 BOOSTER PUMP, SEE IRRIGATION PLANS ICC, SEE IRRIGATION PLANS PROJECT NOTES (THIS SHEET ONLY) R/W A 2"C, 4#8 (LTG), 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) A2 2"C, 2#8 (LTG), 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) A3"C, 2#6 (ICC CITY), 1#8 (G) 4 3"C, 2#6 (ICC), 2#4 (PUMP), 1#4 (G) LA 3"C, 2#6 (ICC), 1#8 (G) 2 W - Z Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 ��SBd 10 14.8/15.5 441 566 /�tipp- J7-- 03/28/11 ROFEssLo REGISTERED CIVIL EN INEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE THE STATE OF C4LTFORN1,4 OR LT5 OFF110ER5 is Exp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CAL COP/ES OF THI5 PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD SUITE 200 1170 W 3RD STREET ONTARIOy CALIFORNIA 91761 SAN BERNARDINO, CA 92410 MODIFY LIGHTING AND SIGN ILLUMINATION A 3"C, 2#4 (PUMP), 1#4 (G) ELECTRIC SERVICE (IRRIGATION) SCALE: 1"=50' THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. E-19 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 JNIT N -T 2232 PROJECT NUMBER & PHASE 0800000745 1.1 I > I / in ISI w J I Q J �I 1 d .11 II I 1 I Z Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 ��SBd 10 14.8/15.5 441 566 /�tipp- J7-- 03/28/11 ROFEssLo REGISTERED CIVIL EN INEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE THE STATE OF C4LTFORN1,4 OR LT5 OFF110ER5 is Exp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CAL COP/ES OF THI5 PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD SUITE 200 1170 W 3RD STREET ONTARIOy CALIFORNIA 91761 SAN BERNARDINO, CA 92410 MODIFY LIGHTING AND SIGN ILLUMINATION A 3"C, 2#4 (PUMP), 1#4 (G) ELECTRIC SERVICE (IRRIGATION) SCALE: 1"=50' THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. E-19 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 JNIT N -T 2232 PROJECT NUMBER & PHASE 0800000745 1.1 PROJECT NOTES (THIS SHEET ONLY): 1❑ CITY LOCATION. ELECTROLIERS, CONDUCTORS AND PULL BOXES TO BE INSTALLED BY SCE. CONDUIT TO BE INSTALLED BY CONTRACTOR. F2 INSTALL TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE AS PER ES -2C AND ES -2F. ADDRESS: 10203 CITRUS AVE, FONTANA, CA CTID: 08540100015.179M METER "B x 100 A, 240V 2P, (MAIN BREAKER) TC -1 20 A, 120V 1P, CB (WB - RAMP METERING) 20 A, 120V 1P, CB (WB LOOP - RAMP METERING) [3 INSTALL TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE AS PER ES -2C AND ES -2F. ADDRESS: 10201 CITRUS AVE, FONTANA, CA CTID: 08540100015.178M METER "A 100 A, 240V 2P (MAIN BREAKER) GS -1 20 A, 120V 1P, CB (IRRIGATION) 80 A, 240V 2P, CP (PUMP) CTID: 08540100015.178M METER "B 100 A, 240V 2P (MAIN BREAKER) (METER WILL NOT BE INSTALLED ON THIS PROJECT) 4] INSTALL 10kVA SUBMERSIBLE TYPE XFMR, 240V PRIMARY, 480V SECONDARY. [5 CITY LOCATION. SEE SHEET E-5 FOR DETAILS 3"C, MT (CONDUCTORS BY SCE) 3"C, MT (CONDUCTORS BY SCE) 3"C, MT (CONDUCTORS BY SCE) 54+65 n 57+01 1 59+25L 11 1 R/W RS RS � RS RS ------ O to I- Hq;;;; Ln �r - 3 a w -- H- � — w LU --------- = w 5 U w H N 'A -I I k 3"C, MT (CONDUCTORS BY SCr7 E) w CTID: 08540100015.179M METER "A": 100 30 A, A, 240V 240V 2P 2P, (MAIN BREAKER) LS -3 CB (LIGHTING - WB ENTRANCE RAMP) 9 �yF 0y`�2 ---&�TRIULS AVE- i IF In 1' 30 A, 240V 2P, CB (LIGHTING - WB LOOP ENTRANCE RAMP) > 30 A, 240V 2P, CB (LIGHTING - WB EXIT RAMP) o w LL' cr 30 A, 240V 2P, CB (SIGN ILLUMINATION) 15 A, 120V 1P, CB (LIGHTING CONTROL) 'w "60140 15 A, 120V 1P, CB (SIGN CONTROL) _ 0 15 A, 1P, TEST PP4810820E 1 SWITCH (SIGN ILLUMINATION) CTID: 08540100015.179M METER "B x 100 A, 240V 2P, (MAIN BREAKER) TC -1 20 A, 120V 1P, CB (WB - RAMP METERING) 20 A, 120V 1P, CB (WB LOOP - RAMP METERING) [3 INSTALL TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE AS PER ES -2C AND ES -2F. ADDRESS: 10201 CITRUS AVE, FONTANA, CA CTID: 08540100015.178M METER "A 100 A, 240V 2P (MAIN BREAKER) GS -1 20 A, 120V 1P, CB (IRRIGATION) 80 A, 240V 2P, CP (PUMP) CTID: 08540100015.178M METER "B 100 A, 240V 2P (MAIN BREAKER) (METER WILL NOT BE INSTALLED ON THIS PROJECT) 4] INSTALL 10kVA SUBMERSIBLE TYPE XFMR, 240V PRIMARY, 480V SECONDARY. [5 CITY LOCATION. SEE SHEET E-5 FOR DETAILS 3"C, MT (CONDUCTORS BY SCE) 3"C, MT (CONDUCTORS BY SCE) 3"C, MT (CONDUCTORS BY SCE) 54+65 n 57+01 1 59+25L 11 1 R/W RS RS � RS RS ------ O to I- Hq;;;; Ln �r - 3 a w -- H- � — w LU --------- = w 5 U w H N 'A -I I k 3"C, MT (CONDUCTORS BY SCr7 E) w U Z 1 Q Z w CL O 0 809+17 I -1 ` w - - ---------------- 0 F<1, 9 �yF 0y`�2 ---&�TRIULS AVE- i IF F 00 1' z S�e,T4XSo\ ,. w 8 _ - - - _------------- 7 ,3----5 - - -- d a 3 ICC (CITY), "60140 a 1 _ z �p a (T) PP4810820E 1 w 2 O 1 5 C� 0 l m IS 4 J I X Q >- U w III w J II O l PROJECT NOTES (THIS SHEET ONLY) I I R/W A 2"C, 4#8 (LTG), 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) \ I} 21 2 2"C, 2#8 (LTG), 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) lil (T) w U Z 1 Q Z w CL O 0 809+17 I -1 ` Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 SB d 10 14.8/15.5 �4411 566 �� /'�-tipp,w // 03/28/11 ROFESSLo REGISTERED CIVIL EN (NEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE No. s THE STATE OF CALTFORNL4 OR LTS OFFICERS is Exp.- CIVIL xp. ,> - OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE OF CALtF��`�lp COP/ES OF THI5 PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 1 4 805,1 lu 3 II� - - ---------------- � 0 k F<1, 9 �yF 0y`�2 ---&�TRIULS AVE- i IF F 00 1' se, sT TC F S�e,T4XSo\ ,. - - 1 -- 8 Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 SB d 10 14.8/15.5 �4411 566 �� /'�-tipp,w // 03/28/11 ROFESSLo REGISTERED CIVIL EN (NEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE No. s THE STATE OF CALTFORNL4 OR LTS OFFICERS is Exp.- CIVIL xp. ,> - OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE OF CALtF��`�lp COP/ES OF THI5 PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 1 4 805,1 7 - - ---------------- \ -- r I ---&�TRIULS AVE- i IF -- �• 1' 2 - - 1 -- ----- _ - - - _------------- 7 ,3----5 - - -- - _ - RS 3 ICC (CITY), "60140 SEEIRRIGATION 1 _ R/W PLANS 58+23 �p a (T) PP4810820E 1 w 2 3"C, MT (CONDUCTORS BY SCE) - 1 5 3"C, MT (CONDUCTORS BY SCE) 0 l m IS 4 I 6 BOOSTER PUMP, SEE IRRIGATION PLANS >- w III ICC, SEE IRRIGATION PLANS J II l PROJECT NOTES (THIS SHEET ONLY) I I R/W A 2"C, 4#8 (LTG), 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) \ I} 21 2 2"C, 2#8 (LTG), 2#8 (SIGN ILLUMINATION), 2#10 (TEST SWITCH), 1#8 (G) lil (T) 3"C, 2#6 (ICC CITY), 1#8 (G) i 4 3"C, 2#6 (ICC), 2#4 (PUMP), 1#4 (G) ## 5 3 C, 2 6 (ICC), 1 0(o) MODIFY LIGHTING AND SIGN ILLUMINATION A 3"C, 2#4 (PUMP), 1#4 (G) ELECTRIC SERVICE (IRRIGATION) SCALE: 1"=50' THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. E-19 USERNAME=>P0063397 RELATIVE BORDER SCALE 0. 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE => 846810ua019.agn IS IN INCHES I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000745 1.1 X CTID: 08540100015.179M SEE SHEET E-19 listCOUNTY I ROUTE ITOTAL PROJECT No. SHEET'. 08 SBd 10 14.8/15.5 442 566 �� /'�-tipp,w � 03/28/11 QROFESSION RFRIGTFRFn rTVIL EN INEER DATE o 47 ? RICHARD �c E. IVY 3/11 21570 m DATE No. s RNTA OR TT5 OFFICER5 is Exp. A 11 Cl E FOR sT C 1 V 1 L /RLETENE55 OF SCANNED ATE of CAL IFCF`�lp SHEET. BORDER LAST REVISED 7/2/2010 CTID: 08540100015.180M SEE SHEET E-15 NO S THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME=>P0063397 RELATIVE BORDER SCALE 01 2 3 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE => 84681OUCO20.dgn IS IN INCHES I I I ROAD SANBAG 1170 W 3RD STREET JIA 91761 SAN BERNARDINO, CA 92410 'ING AND INATION 4GRAM) SC E-20 080000074 1.1 Li O Z W H Q (Z D C Q Z 0 C� J X Q �A7 O 0 BORDER LAST REVISED 7/2/2010 CTID: 08540100015.180M SEE SHEET E-15 NO S THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME=>P0063397 RELATIVE BORDER SCALE 01 2 3 UNIT 2232 PROJECT NUMBER & PHASE DGN FILE => 84681OUCO20.dgn IS IN INCHES I I I ROAD SANBAG 1170 W 3RD STREET JIA 91761 SAN BERNARDINO, CA 92410 'ING AND INATION 4GRAM) SC E-20 080000074 1.1 Dist08 COUNTY SBd ROUTE TOTAL PROJECT ' 443 No. SH566EET'. 10 14.8/15.5 GENERAL NOTES (THIS SHEET ONLY): PROJECT NOTES (THIS SHEET ONLY �pp 1. FOR ACCURATE RIGHT OF WAY DATA CONTACT RIGHT OF WAY ENGINEERAB EXISTING FIBER OPTIC CONDUIT. /�1^� J-7-- 03/28/11 QROFEssroN DATA, ENGINEERING ❑1 REGISTERED CIVIL EN (NEER DATE a x AT THE DISTRICT OFFICE. ?� RICHARD Fc 2. SEE SHEET E-13 FOR RAMP METERING SYSTEM COMMUNICATION SYSTEM DETAILS. [2 4" CONDUIT WITH 4 1" INNERDUCTS AND 3 "A","B", AND "C" FIBER OPTIC CABLES. E. IVY z 06/28/11 21570 m 3. CCTV AND FIBER OPTIC COMMUNICATIONS SHALL REMAIN OPERATIONAL DURING PLANS APPROVAL DATE No. A CONSTRUCTION. TEMPORARY CCTV AND FIBER OPTIC CONDUIT MOUNTING METHODST,vESTATEOFCAUFORNLAORLTSOFFiCEas u Exp. * AND LOCATIONS TO ARE TO BE APPROVED BY THE ENGINEER IN THE FIELD. - �3 RS EXISTING WIRELESS VEHICLE DETECTION SYSTEM STANDARD AND EQUIPMENT. OR ACENTs SHALL N07 5Z- SPONsieLE FOR >CIVIL l p rvEAccURAC,'OR'0YPLET,NEs5OF5CANNEa s'TeA�toR� COPTFS OF THT5 PLAN SHEET. o TRENCH IN ASPHALT (SHEETS E-21 AND E-22 ONLY): LEGEND (SHEETS E-21 AND E-22 ONLY): PARSONS SANDAG 3200 EAST GUASTI ROAD 1170 W 3RD ERNARDSTREET T E T 92410 Ll SUITE 200 In ® NEW SPLICE VAULT ONTARIO, CALIFORNIA 91761 SAN o > _ cr 'I EXISTING SPLICE VAULT > w AC 6" MINIMUM t EXISTING WIRELESS VEHICLE DETECTION SYSTEM STANDARD 0 x z 20" WARNING TAPE 40 I n R /W j BACKFILL DIRT CAT 5E a Y 3 0 SEE SHEET E-9 FOR DETAILS w c } 4" FO CONDUIT - 1'' INNERDUCT aWg w � TRANCE RA o 9 EN �w � ' CI1RlJs pve a _ 1. / N JVl1 UQ z TRACER WIRE -6"— --- ----- 95 o MINIMUM ------195 6 LU ------ RMS#1i.�� -- - - ui - _ NTRpNCE RAMP - w -LOOP - - - - - - - - _ - - --- Rte c 9 ---- ------ ---_ - - — �� _ - - _ - — WB_1 0_ - - -- - - - --- - a - - - -- - -_ - - - - - 777 Ln _ - _. — - - __ - - - - -- — — _ _ _ _ — --__ _ _ — — - _06— - _ _ - __-_____-- _ EB Rte z - - - --_- A - - 795 _ - FO o - - - - - - - - -- _ - - - - --- 0� �FO� _ _ U 6 - ---- VQ --- z— fo— — —fo- - - - - - -- fo- - - -- - - -- -- -- -- - o _ - - - - - - - - - - - - — — -- — — — — 6 - - - - - CITRUS Ave EB EXI RAMP z-------- - --- -- --- - - - - a------------- — - -- ~ fo— — -- fo— o— — — — — 0 o---fo-- Z RC INSTALL SPLICE VAULT INTO 1 PEW w EXISTING CONDUIT STA. 792+52 EXISTING FIBER OPTIC CABLES SEE DETAIL SHEETS E-24 AND E-27. 2 C= AND CONDUITS TO REMAIN d w a a 1` Z O MODIFY CLOSED CIRCUIT TELEVISION SYSTEM 0 MODIFY COMMUNICATION SYSTEM w N y THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. SCALE: 1 =50 E-21 USERNAME=>P0063397 RELATIVE BORDER SCALE 0. 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE => 84681OUCO21.dgn IS IN INCHES I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000745 o v 0 0 � w O ~ 0 a � a �w g � H x 0 z w C 2 a W 0 2"C, 1 TYPE "D" - (SIG), 1 TYPE "D" (RMS#3), 1#8(G) a z 2'C, 2#8 (CCTV),— 0 1#8(G) x J U ioi At i v~i L' BORDER LAST REVISED 7/2/2010 SEE IRRIGATION PLANS SEE SHEET E-5 FOR DETAILS PROJECT NOTES (THIS SHEET ONLY): ❑1 AB EXISTING FIBER OPTIC CONDUIT. E2 4" CONDUIT WITH 4 1" INNERDUCTS AND 3 "A","B", AND "C" FIBER OPTIC CABLES. E3 RS EXISTING CCTV SYSTEM. INSTALL SPLICE CLOSURES AND SPLICE TRAY, SEE SHEETS E-24 AND E-26 FOR SPLICE VAULT DETAILS. �5 INSTALL NEW CCTV SYSTEM, SEE SHEET E-23 FOR DETAILS. © RS EXISTING WIRELESS VEHICLE DETECTION SYSTEM STANDARD AND EQUIPMENT. Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 SBd 10 14.8/15.5 444 566 �� /'�-tipp'w // 03/28/11 ROFESSIO REGISTERED CIVIL EN (NEER DATE oe Na7 ? RICHARD Fc E. IVY 06/28/11 21570 m PLANS APPROVAL DATE No. s THE STATE OF C4LTFORNT4 OR IT5 OFFlCER5 is Exp. — OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CALtFE�`�lp COP/ES OF THlS PLAN SHEET. PARSONS SANBAG 3200 EAST GUAS TI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 GENERAL NOTES (THIS SHEET ONLY): 1. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 2. SEE SHEET E-13 FOR RAMP METERING SYSTEM COMMUNICATION SYSTEM DETAILS 3. CCTV AND FIBER OPTIC COMMUNICATIONS SHALL REMAIN OPERATIONAL DURING CONSTRUCTION. TEMPORARY CCTV AND FIBER OPTIC CONDUIT MOUNTING METHODS AND LOCATIONS ARE TO BE APPROVED BY THE ENGINEER IN THE FIELD. WB Rte_10 - - - - - - - - - Rte_10 _ _ _ _ _ - _ - _ AND'CONDUITS TO REMAIN u��J f SEE SHEET E-15 FOR SERVICE DETAILS o Q 2 C, 2#8 (CCTV), N 1 #8(G) N I I �i II I I o0 H Q U J rl MODIFY CLOSED CIRCUIT TELEVISION SYSTEM o MODIFY COMMUNICATION SYSTEM o0 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. SCALE: 1"=50' E-22 ¢ o O USERNAME=>P0063397 RELATIVE BORDER SCALE 01 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 DGN FILE => 84681OUCO22.dgn IS IN INCHES I I I CCTV ASSEMBLY LI r Li In F o> CONTINOUS REINFORCED Ll SLOTTED HOLE cr CCTV COMPOSITE CABLE 0 a. H- 0 z w a Uj 0 w V) 0 in o Q o H0 y n om } w mjO a� c J J Z Li � Y UV,U X a J V LL. Q W Z x O 0 W w v> _ CI J Q Q W Z = U O u c U z z 0 W 0 ~ U a F— ur z 0 in 0 x Q 0 a. H- 0 z w a Uj 0 BORDER LAST REVISED 7/2/2010 "J" HOOK FOR CABLE SUPPORT GRIP RUINMLN I AL LINULUZIUNL WI I H IOU I V UAMLNA 'AN AND TILT DRIVE UNIT CTV COMPOSITE CABLE ROM PAN AND TILT DRIVE UNIT NTINOUS REINFORCED OTTED HOLE STRAIN RELIEF) / CABLE GRIP J/ CCTV COMPOSITE CABLE CCTV ASSEMBLY YPE 35 CCTV CAMERA POLE PER ES -16A RACK MOUNT INTERCONNECT o AND TERMINATION UNIT o MULTIPLE OUTLET STRIP e /� EQUPIMENT SHELF CCTV ENCLOSURE 7---1 290 N �P N � / 1 3/16 2I�� ` 3/8" DIAMETER ROUND BAR "J" HOOK DistCOUNTY I ROUTE TOTAL PROJECT 08 SBppd 10 14.8/15.5 445 566 �� /�'w - 03/28/11 ROFESs/o REGISTERED CIVIL EN (NEER DATE oe Nab ? RICHARD Fc E. IVY 06/28/11 21570 m PLANS APPROVAL DATE No. s THE STATE OF C4LTFORN1,4 OR lT5 OFFlCER5 is Exp. ,> — OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL 0.1 793" 1 " 3.. THF ACCURAcr OR COrNPLETENE55 OF SCANNED 'Te of CAL1F COP/ES OF THlS PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD SUITE 200 1170 W 3RD STREET ONTARIOy CALIFORNIA 91761 SAN BERNARDINO, CA 92410 INSTALL CCTV CONNECTORS CONTROL AS REQUIRED CABLE SHRINK AC TUBING SHRINK - TUBING PLUG MAIN CONNECTOR BNC (TO CCTV ASSEMBLY) RJ -45 051 PLUG _ CCTV COMPOSITE CABLE 25" FILTERED VENTILATION LOUVERS O ' 15 1 /2" FRONT (INTERIOR) FRONT SIDE CCTV ENCLOSURE DETAILS TV COMPOSITE CABLE U -BOLT TYPE "D" CABLE FROM SPLICE VAULT CTV POLE U -BOLT U -BOLT *INET POWER TOM SERVICE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME=>P0063397 RELATIVE BORDER SCALE 0. 1 2 3 DGN FILE => 84681OUCO23.dgn IS IN INCHES I I I I I I I SLOTTED HOLE DIRECTION OF TRAVEL CCTV 1 ENCLOSURE POLE 1 TOP GENERAL NOTES (THIS SHEET ONLY): 1. PLACE ALL COUPLINGS ON THE SAME SIDE OF POLE. 2. CHASE NIPPLES AND SLOTTED HOLE TO HAVE A RAIN TIGHT PLUG. PLUG SHALL ONLY BE REMOVED IF CHASE NIPPLE OR SLOTTED HOLE IS USED. 3. ALL ATTACHMENTS, UNLESS OTHERWISE NOTED, SHALL BE MOUNTED TO THE POLE WITH STAINLESS STEEL STRAPS OR OTHER METHOD WITHOUT DRILLING HOLES IN THE POLE. ENCLOSURE MAY REQUIRE DRILLING THROUGH THE POLE FOR MOUNTING. METHOD OF MOUNTING ENCLOSURE TO BE APPROVED BY THE ENGINEER. NEW CCTV ASSEMBL CCTV CONTROL AND ETHERNET TCVR CCTV VIDEO -COAXIAL / J. CABLE E ETW FOC JUMPER ITU Cl20 V APOWER CCTV COMPOSITE CAB TYPE "D" CABLE I� CCTV ASSEMBLY WIRING DIAGRAM N N �N �� II MODIFY CLOSED CIRCUITo ow a aJ TELEVISION SYSTEM �w (CCTV DETAILS) NO SCALE w o E-23 �o �o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 mj mjO J X a U 0 v~i CI BORDER LAST REVISED 7/2/2010 "J" HOOK FOR CABLE SUPPORT GRIP RUINMLN I AL LINULUZIUNL WI I H IOU I V UAMLNA 'AN AND TILT DRIVE UNIT CTV COMPOSITE CABLE ROM PAN AND TILT DRIVE UNIT NTINOUS REINFORCED OTTED HOLE STRAIN RELIEF) / CABLE GRIP J/ CCTV COMPOSITE CABLE CCTV ASSEMBLY YPE 35 CCTV CAMERA POLE PER ES -16A RACK MOUNT INTERCONNECT o AND TERMINATION UNIT o MULTIPLE OUTLET STRIP e /� EQUPIMENT SHELF CCTV ENCLOSURE 7---1 290 N �P N � / 1 3/16 2I�� ` 3/8" DIAMETER ROUND BAR "J" HOOK DistCOUNTY I ROUTE TOTAL PROJECT 08 SBppd 10 14.8/15.5 445 566 �� /�'w - 03/28/11 ROFESs/o REGISTERED CIVIL EN (NEER DATE oe Nab ? RICHARD Fc E. IVY 06/28/11 21570 m PLANS APPROVAL DATE No. s THE STATE OF C4LTFORN1,4 OR lT5 OFFlCER5 is Exp. ,> — OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL 0.1 793" 1 " 3.. THF ACCURAcr OR COrNPLETENE55 OF SCANNED 'Te of CAL1F COP/ES OF THlS PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD SUITE 200 1170 W 3RD STREET ONTARIOy CALIFORNIA 91761 SAN BERNARDINO, CA 92410 INSTALL CCTV CONNECTORS CONTROL AS REQUIRED CABLE SHRINK AC TUBING SHRINK - TUBING PLUG MAIN CONNECTOR BNC (TO CCTV ASSEMBLY) RJ -45 051 PLUG _ CCTV COMPOSITE CABLE 25" FILTERED VENTILATION LOUVERS O ' 15 1 /2" FRONT (INTERIOR) FRONT SIDE CCTV ENCLOSURE DETAILS TV COMPOSITE CABLE U -BOLT TYPE "D" CABLE FROM SPLICE VAULT CTV POLE U -BOLT U -BOLT *INET POWER TOM SERVICE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME=>P0063397 RELATIVE BORDER SCALE 0. 1 2 3 DGN FILE => 84681OUCO23.dgn IS IN INCHES I I I I I I I SLOTTED HOLE DIRECTION OF TRAVEL CCTV 1 ENCLOSURE POLE 1 TOP GENERAL NOTES (THIS SHEET ONLY): 1. PLACE ALL COUPLINGS ON THE SAME SIDE OF POLE. 2. CHASE NIPPLES AND SLOTTED HOLE TO HAVE A RAIN TIGHT PLUG. PLUG SHALL ONLY BE REMOVED IF CHASE NIPPLE OR SLOTTED HOLE IS USED. 3. ALL ATTACHMENTS, UNLESS OTHERWISE NOTED, SHALL BE MOUNTED TO THE POLE WITH STAINLESS STEEL STRAPS OR OTHER METHOD WITHOUT DRILLING HOLES IN THE POLE. ENCLOSURE MAY REQUIRE DRILLING THROUGH THE POLE FOR MOUNTING. METHOD OF MOUNTING ENCLOSURE TO BE APPROVED BY THE ENGINEER. NEW CCTV ASSEMBL CCTV CONTROL AND ETHERNET TCVR CCTV VIDEO -COAXIAL / J. CABLE E ETW FOC JUMPER ITU Cl20 V APOWER CCTV COMPOSITE CAB TYPE "D" CABLE I� CCTV ASSEMBLY WIRING DIAGRAM N N �N �� II MODIFY CLOSED CIRCUITo ow a aJ TELEVISION SYSTEM �w (CCTV DETAILS) NO SCALE w o E-23 �o �o UNIT 2232 PROJECT NUMBER & PHASE 0800000745 DistCOUNTY I ROUTE TOTAL PROJECT ' No. SHEETS 08 SBd 10 1 14.8/15.5 446 566 IRRIGATION CONTROLLER (ICC) ETHERNET CITRUS AVE 03/28/11 GENERAL NOTES (THIS SHEET ONLY): SWITCH WB EXIT RAMP REGISTERED CIVIL EN (NEER DATE oeR0FESstoNq x TXY Y Y YRX ITU ? RICHARD �c 1. MATCH FIBER INSULATION COLOR. 56 789101112 E. IVY 06/28/11 21570 m 1 2 PLANS APPROVAL DATE No. s NEW SPLICE VAULT STA 800+56 SHEET E-22 TVESTATEOFCALIFORNIAORIT5OFFICERS u Exp. OR AGENTS SHALL NOT BE RESPON5/5LE FORsr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNCA EO ATE op LtF��`�lp TYPE D COPIES OF TW5 PLAN SHEET. CABLE PARSONS 71A�'l AG3200 EAST GUASTI ROAD W 3RD STREET SUITE 200 BERNARDINO, CA 92410 1 Ll NEW SPLICE BL OR ONTARIO, CALIFORNIA 91761 VAULT NEW SPLICE VAULT Ll STA 792+52 SHEET E-21 R BR WT R BR WT STA 809+80 > w Exist TYPE "B" CABLE LGRSL LGRSL SHEET E-22 Exist TYPE "B" CABLE w 0 -- -- _--_--_--_— — 1 1 _ — — —— — — — -- 60 60 — —— --- x — -OR _------ 1 — OR -- BL — z -- BL GR— GR— BL W BR SL —5— —_ 5 5 _ BR_ — _ U) - —WT R_D_ WI--RD— BK— o _—Y L_ — — — BK -- L — — _ V) -- - V— RS— 0 1 0 _VL — -- o AQ--—— AQ a w o OR OR -GR—_ -- 15-- —15 — _-—_ -R GR— OR — _— n BR SL —_— BRSL — — } -- WT— -----— WT -- H- - BK --- 20 20 ----- — BK RD — z VL V JW w o — RS-- — — — — —— RS— — — z� Y AQ---- -----— AQ— — — �V)1. J V LL. Q W Z a V7 U� rc m - GR OR -GR—__—_— 2 --_--- OR—GR— GR o X o — - BR SL— ----- I L — ~ _ _WT -— 30 30 —_—_— WT — o B_KRD_YL— ———_ BK RD — - - VL RS 35-35----_ --_— �� RS — x — AQ— —— -----— AQ— — — J Q Q W Z = U 0 -AO — — — — — — — — c OR -GGR-- -- --___ —OR _gRBRSL = 40 40 _—_—_ BR—S_L o —WIRD— _— — WIRBKYL 45 45 _BK YL _F- _—V — RS— -- —VLJ— 48 48 — — — — AQ- -- u� TYPE "D" TYPE "D" TYPE "D" o CABLE CABLE CABLE Exist TYPE "C" CABLE Exist TYPE "C" CABLE LGRSL BL GR SL LGRSL L GR SL BLGRSL L GR SL o R BR T OR BR WT OR BR T OR BR WT CRBR T R BR T RAMP METER (LOCATION 2) RAMP METER (LOCATION 1 ) CITRUS AVE CITRUS AVE X LEGEND (THIS SHEET ONLY): BL OR BL OR BL OR WB LOOP ENTRANCE RAMP WB ENTRANCE RAMP 0 z170 CONTROLLER 170 CONTROLLER • SPLICE OF TWO FIBERS a H- o x— CUT AND CAP END OF FIBER, NOT SPLICED ETHERNET ETHERNET — — - EXISTING FIBER 1 34 SWITCH SWITCH C= 23456 789101112 56 789101112 56 789101112 ETHERNET ETHERNET ETHERNET oTX1 RX ITU TX RX ITU TX RX ITU EXTENDER EXTENDER EXTENDER N TVCR EFOS ETHERNET ETHERNET COLOR CODES FOR BUFFER TUBES AND FIBERS: Sw[TCH EXTENDER a 1. BLUE (BL) 7. RED (RD) CCTV TRAFFIC SIGNAL RAMP METER (LOCATION 3) MODIFY FIBER OPTIC o o ORANGE2. 8. BLACK 3. GREEN (GR) 9. YYELLOW(B(YL) CITRUS Ave CITRUS EB ENTRANCE RAMP CITRUS AVE ENTRANCE RAMP CAT 5E CABLE COMMUNICATION SYSTEM w w X a 4. BROWN (BR) 10. VIOLET (VL) a g 5. SLATE (SL) 11 . ROSE (RS) CAT 5E CABLE (FIBER BREAKOUT DIAGRAM FOR 6. WHITE (WT) 12. AQUA (AQ) z O o TYPE C AND D CABLES) o �, wo N y THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. NO SCALE E-24 a o O USERNAME=>P0063397 RELATIVE BORDER SCALE 0. 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE => 846810ua024.agn IS IN INCHES I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000745 z w z 0 m V) O r Cc Q u 0 U w � o w °D m J Z Do Y UV) U < w a: U W Z U Q L'. x O w w vii = J Q Q W Z = O U u C Z z 0 W o z u) J z 0 x Ia NOTES: (THIS SHEET ONLY) 1. A SPLICE CLOSURE AND SPLICE TRAY SHALL BE INSTALLED IN THE SPLICE VAULT. 2. SEE FIGURES 1, 2 AND 3 FOR DETAILS ON SPLICING. 60' SLACKS gPLICE VAULT 30'SLACK� 0 z it d o INCOMING FIBER OPTIC CONDUIT a BORDER LAST REVISED 7/2/2010 SEE SPLICE CLOSURE DETAIL, FIGURE 2 TORSION ASSISTED 2 PIECE COVER NDUIT LOUT (TYP) OUTGOING FIBER OPTIC CONDUIT TYPE D CABLE - CCTV TYPE D CABLE - SIG _TYPE D CABLE - RMS#3 TYPE D CABLE - Irr 60' SLACK __/ "' 120' SLACK FIGURE 1 -SPLICE VAULT DETAIL USERNAME=>P0063397 DGN FILE => 846810ua026..dgn TYPE D CABLE - CCT TYPE D CABLE - SI TYPE D CABLE - RMS# TYPE D CABLE - Irl INCOMING TYPE C CABL INCOMING TYPE C CAE ONE BUFFER Tl 12 FIBERS Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 SBd 10 14.8/15.5 448 566 �� /'�-tipp,w // 03/28/11 ROFESsLo REGISTERED CIVIL EN (NEER DATE oe Na7 ? RICHARD �c E. IVY 06/28/1121570 m PLANS APPROVAL DATE NO' s THE STATE OF C4LTFORN1,4 OR IT5 OFFlCER5 is Exp. - OR AGENTS SHALL NOT BE RESPONS/BLE FORsr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CALtF��`�lp COP/ES OF THlS PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 JTGOING TYPE C CABLE BUFFER TUBES J FIGURE 2 -SPLICE CLOSURE DETAIL FIGURE 3 -SPLICE TRAY DETAIL THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0 1 =' IS IN INCHES II UNIT 2232 tLt I untJ DE D CABLE FYPE C CABLE TUBE IPE D "DARK" IN TRAY MODIFY FIBER OPTIC COMMUNICATION SYSTEM (SPLICE VAULT DETAILS) NO SCALE E-26 PROJECT NUMBER & PHASE 0800000745 1.1 zmj 0 C� J x Q U 0 BORDER LAST REVISED 7/2/2010 SEE SPLICE CLOSURE DETAIL, FIGURE 2 TORSION ASSISTED 2 PIECE COVER NDUIT LOUT (TYP) OUTGOING FIBER OPTIC CONDUIT TYPE D CABLE - CCTV TYPE D CABLE - SIG _TYPE D CABLE - RMS#3 TYPE D CABLE - Irr 60' SLACK __/ "' 120' SLACK FIGURE 1 -SPLICE VAULT DETAIL USERNAME=>P0063397 DGN FILE => 846810ua026..dgn TYPE D CABLE - CCT TYPE D CABLE - SI TYPE D CABLE - RMS# TYPE D CABLE - Irl INCOMING TYPE C CABL INCOMING TYPE C CAE ONE BUFFER Tl 12 FIBERS Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 SBd 10 14.8/15.5 448 566 �� /'�-tipp,w // 03/28/11 ROFESsLo REGISTERED CIVIL EN (NEER DATE oe Na7 ? RICHARD �c E. IVY 06/28/1121570 m PLANS APPROVAL DATE NO' s THE STATE OF C4LTFORN1,4 OR IT5 OFFlCER5 is Exp. - OR AGENTS SHALL NOT BE RESPONS/BLE FORsr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CALtF��`�lp COP/ES OF THlS PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 JTGOING TYPE C CABLE BUFFER TUBES J FIGURE 2 -SPLICE CLOSURE DETAIL FIGURE 3 -SPLICE TRAY DETAIL THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0 1 =' IS IN INCHES II UNIT 2232 tLt I untJ DE D CABLE FYPE C CABLE TUBE IPE D "DARK" IN TRAY MODIFY FIBER OPTIC COMMUNICATION SYSTEM (SPLICE VAULT DETAILS) NO SCALE E-26 PROJECT NUMBER & PHASE 0800000745 1.1 NOTES: (THIS SHEET ONLY) 1. A SPLICE CLOSURE AND SPLICE TRAY SHALL BE INSTALLED IN THE SPLICE VAULT. 2. SEE FIGURES 1, 2 AND 3 FOR DETAILS ON SPLICING. 0 z it a d a Exist CABLES I a BORDER LAST REVISED 7/2/2010 SPLICE VAULT EW CABLES OUT 30'SLACK —/ FIGURE 1 -SPLICE VAULT DETAIL USERNAME=>P0063397 DGN FILE => 846810ua027.dgn TORSION ASSISTED 2 PIECE COVER NDUIT LOUT (TYP) Exist BUFFER TL IN FROM BACKBOI\ NOT ALL FIBERS SHOWN BUFFER TUBES OUT FROM NEW BACKBONE CABLES (NOT ALL BUFFER TUBES SHOWN) SEE SPLICE DETAIL, FIGURE 3 Exist CABLES IN NEW CABLES OUT BUFFER TUBES IN FROM Exist BACKBONE CABLES (NOT ALL BUFFER TUBES SHOWN) FIGURE 2 -SPLICE CLOSURE DETAIL FIGURE 3 -SPLICE TRAY DETAIL THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE Q 1 IS IN INCHES UNIT 2232 IIIA Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 SBd 10 14.8/15.5 449 566 �� /'�-tipp'w // 03/28/11 ROFESsto REGISTERED CIVIL EN (NEER DATE oe Nq ? RICHARD �c E. IVY 06/28/1121570 m PLANS APPROVAL DATE No. s THE STATE OF C4LTFORNT4 OR LT5 OFFICER5 is Exp. ,> - OR AGENTS SHALL NOT BE RESPONS/BLE FORsr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CALtF��`�lp COP/ES OF THI5 PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 NOT ALL FIBERS SHOWN FER TUBES q BACKBONE o v N � �N 00 ww MODIFY FIBER OPTIC 00 COMMUNICATION SYSTEM ag (SPLICE VAULT DETAILS)0 0 NO SCALE o E-27 O PROJECT NUMBER & PHASE 0800000745 zmj 0 J X a U 0 BORDER LAST REVISED 7/2/2010 SPLICE VAULT EW CABLES OUT 30'SLACK —/ FIGURE 1 -SPLICE VAULT DETAIL USERNAME=>P0063397 DGN FILE => 846810ua027.dgn TORSION ASSISTED 2 PIECE COVER NDUIT LOUT (TYP) Exist BUFFER TL IN FROM BACKBOI\ NOT ALL FIBERS SHOWN BUFFER TUBES OUT FROM NEW BACKBONE CABLES (NOT ALL BUFFER TUBES SHOWN) SEE SPLICE DETAIL, FIGURE 3 Exist CABLES IN NEW CABLES OUT BUFFER TUBES IN FROM Exist BACKBONE CABLES (NOT ALL BUFFER TUBES SHOWN) FIGURE 2 -SPLICE CLOSURE DETAIL FIGURE 3 -SPLICE TRAY DETAIL THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE Q 1 IS IN INCHES UNIT 2232 IIIA Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 SBd 10 14.8/15.5 449 566 �� /'�-tipp'w // 03/28/11 ROFESsto REGISTERED CIVIL EN (NEER DATE oe Nq ? RICHARD �c E. IVY 06/28/1121570 m PLANS APPROVAL DATE No. s THE STATE OF C4LTFORNT4 OR LT5 OFFICER5 is Exp. ,> - OR AGENTS SHALL NOT BE RESPONS/BLE FORsr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CALtF��`�lp COP/ES OF THI5 PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 NOT ALL FIBERS SHOWN FER TUBES q BACKBONE o v N � �N 00 ww MODIFY FIBER OPTIC 00 COMMUNICATION SYSTEM ag (SPLICE VAULT DETAILS)0 0 NO SCALE o E-27 O PROJECT NUMBER & PHASE 0800000745 x FRON �LU � W z� oa DOOR I m Li X o w > w u cr w � a 0 LC LC X X ^ 2 OR 334 CABINET POLICE PANEL 'C NIPPLE SEE NOTE 1 FRONT DOOR ;EAR 100R IOLT MOUNTING LOCATION (4 TYP) MODEL 332 OR 334 CABINET c EXTERNAL - BBS CABINET 26" Min TOP VIEW SIDE VIEW EXTERNAL BBS CABINET MOUNTED TO THE MODEL 332 OR 334 CABINET MODEL 332 OR 334 CABINET—,,,, FRONT DOOR REAR DOOR POLICE PANEL 2"C NIPPLE MODEL 332 OR 334 CABINET ANCHOR BOLTS, 4 Min (SEE NOTE 2) N c EXTERNAL BBS CABINET SEE NOTE 1 26" _ Min BASE PLAN FOR BBS MOUNTED TO THE 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)) DistCOUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 SBd 10 1 14.8/15.5 450 566 �� /'�-tipp'w � 03/28/11 ROFESSIO REGISTERED CIVIL EN INEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE No. s THE STATE OF C4LTFORN1,4 OR LT5 OFFICERS is Exp. ,> — OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED ATE OF CALtFG�`�lp COP/ES OF THIS PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 NOTES (THIS SHEET ONLY) ONTARIO, CALIFORNIA 91761 1. THE EXTERNAL BBS CABINET SHALL BE MOUNTED TO THE MODEL 332 OR 334 CABINET WITH FOUR 18-8 STAINLESS STEEL HEX HEAD, FULLY -THREADED, 3/8 "-16 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. THE ENGINEER TO APPROVE THE BOLT MOUNTING LOCATION PRIOR TO INSTALLATION. 2. THE ANCHOR BOLTS SHALL BE 3/4 " Dia X 15" WITH A 2"-900 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. 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 RAISED PCC PAD IN UNPAVED AREAS OR MATCH EXISTING GRADE 4L BBS CABINET BOLTS, 2 Min )TE 2 ) OR MODIFIED MODEL 332 AND 334 CABINET FOUNDATION DETAIL FOR BATTERY BACKUP SYSTEM (BBS) (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. BORDER LAST REVISED 7/2/2010 USERNAME=>P0063397 RELATIVE BORDER SCALE 0. 1 2 3 DGN FILE _> 84681OUCO28..dgn IS IN INCHES I i I i I i I ELECTRICAL SYSTEMS (BBS FOUNDATION DETAILS) NO SCALE E-28 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 1.1 �LU � W z� oa U REAR DOOR POLICE PANEL 2"C NIPPLE MODEL 332 OR 334 CABINET ANCHOR BOLTS, 4 Min (SEE NOTE 2) N c EXTERNAL BBS CABINET SEE NOTE 1 26" _ Min BASE PLAN FOR BBS MOUNTED TO THE 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)) DistCOUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 SBd 10 1 14.8/15.5 450 566 �� /'�-tipp'w � 03/28/11 ROFESSIO REGISTERED CIVIL EN INEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE No. s THE STATE OF C4LTFORN1,4 OR LT5 OFFICERS is Exp. ,> — OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED ATE OF CALtFG�`�lp COP/ES OF THIS PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 NOTES (THIS SHEET ONLY) ONTARIO, CALIFORNIA 91761 1. THE EXTERNAL BBS CABINET SHALL BE MOUNTED TO THE MODEL 332 OR 334 CABINET WITH FOUR 18-8 STAINLESS STEEL HEX HEAD, FULLY -THREADED, 3/8 "-16 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. THE ENGINEER TO APPROVE THE BOLT MOUNTING LOCATION PRIOR TO INSTALLATION. 2. THE ANCHOR BOLTS SHALL BE 3/4 " Dia X 15" WITH A 2"-900 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. 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 RAISED PCC PAD IN UNPAVED AREAS OR MATCH EXISTING GRADE 4L BBS CABINET BOLTS, 2 Min )TE 2 ) OR MODIFIED MODEL 332 AND 334 CABINET FOUNDATION DETAIL FOR BATTERY BACKUP SYSTEM (BBS) (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. BORDER LAST REVISED 7/2/2010 USERNAME=>P0063397 RELATIVE BORDER SCALE 0. 1 2 3 DGN FILE _> 84681OUCO28..dgn IS IN INCHES I i I i I i I ELECTRICAL SYSTEMS (BBS FOUNDATION DETAILS) NO SCALE E-28 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 1.1 x Z V) z mi U) M a o ui Y " o LEGEND: (THIS SHEET ONLY) c o cD PTS = POWER TRANSFER SWITCH a� THE CONDUCTORS SHALL BE INSULATED WITH TAPE AND A SIX-FOOT COIL ON EACH END. UPS = UNINTERRUPTIBLE POWER SUPPLY J z u Y U UPSC = UNINTERRUPTIBLE POWER SUPPLY CONTROLLER Jam' aw z TO 332 CABINET o m UPSM = UPS MODE X o z C: BP = BYPASS m i CD } F_ MBPS = MANUAL BYPASS SWITCH AC POWER TO j N -BUS G -BUS QQ J AC+ = UNGROUNDED CONDUCTOR BBS CABINET AC- = GROUNDED CONDUCTOR (SEE NOTE 3) U m Z C = COMMON o I F�� Lno L ,— Grn = GREEN Blk = BLACK z Wht = WHITE U F_ r SF = STATE -FURNISHED In �a I�IQ TB TB = TERMINAL BOARD w LL' Cntl = CONTROL a > w Gnd = GROUND z L � _L I� SEE Temp = TEMPERATURE Batt = BATTERY x Z V) z mi U) M a o ui Y " o NOTES: (THIS SHEET ONLY) 1. TYPE A REFERS TO THE BBS EQUIPMENT FROM MANUFACTURER A. 2. CASE -1 REFERS TO THE SITUATION WHEN THE ENTIRE BBS EQUIPMENT, INCLUDING THE BATTERIES, ARE INSTALLED IN THE BBS CABINET. 3. THE LOCATION OF THE 2"C NIPPLE WILL BE DETERMINED BY THE ENGINEER IN THE FIELD. 4. THE CONTRACTOR SHALL FURNISH AND INSTALL A NEMA -1 ENCLOSURE WITH 30 A, 1P, 120/240 VOLTS RATED CIRCUIT BREAKER MANUFACTURED PER UL STANDARD 489. 5. A TEMPERATURE PROBE SHALL BE ATTACHED TO THE BATTERY BY TAPE OR ATTACHED TO THE NEGATIVE TERMINAL OF THE BATTERY. 6. THE ELECTRICAL POWER FOR THE COOLING FAN FOR THE BBS CABINET SHALL BE TAPPED FROM THE BOTTOM OF THE TB IN THE 332 CABINET. THE CONTRACTOR SHALL PROVIDE A 9 -WIRE WIRING HARNESS OR BUNDLED 9 MULTICOLOR CONDUCTORS, c o cD #18 AWG WIRES FROM THE RELAY ON THE INVERTER/CHARGER UNIT TO THE CONTROLLER. THE ENDS OF a� THE CONDUCTORS SHALL BE INSULATED WITH TAPE AND A SIX-FOOT COIL ON EACH END. N J z u Y U Jam' aw z TO 332 CABINET o m CIRCUITRY X o z C: m i CD } F_ wI j N -BUS G -BUS QQ J I LI • I U m Z Z 0 o I F�� Lno L ,— I z I a u CD U F_ �a I�IQ TB x m a I I I I I z L � _L I� SEE }NOTE 6 �I I I SEE NOTE 4 mll AC+ LINE --------- \ j FROM SF PTS SINGLE-PHASE, 120 V 2 -WIRE CIRCUIT FROM SERVICE EQUIPMENT BORDER LAST REVISED 7/2/2010 332 CONTROLLER CABINET USERNAME ->P0063397 DGN FILE => 846810ua029.dgn BIR RED -AC+ LINE TO SF PTS SF PTS UPS OUT, Y BP Cnth Cc UPS IN, + U c + U c U � Q C' Q ACT IN ACT OUT UPSC �NC_NOF-------]NO NC UPSM BP UPS AC- Gnd ACT LINE FROM SF PTS THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0. 1 2 3 IS IN INCHES i I i I i I BBS CABINET UNIT 2232 Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 SBd 10 14.8/15.5 �4511 566 ��pp /til J7� 03/28/11 ROFEssLo REGISTERED CIVIL EN 1NEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE No. s THE STATE OF CALTFORN1, 4 OR LT5 OFFICER5 is Exp. ,> - OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CALtF��`�lp COP/ES OF THI5 PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD SUITE 200 1170 W 3RD STREET ONTARIOy CALIFORNIA 91761 SAN BERNARDINO, CA 92410 INVERTER/CHARGER UNIT AC OUTPUT Batt VOLTAGE 0 + TEST POINTS 0 - AC INPUT u) u) LA w m z O Q r a m a + E + ED 75 TO 80 AMPERE -HOURS AT 20 HOUR RATE PER BATTERY BATTERY SET (4 TO 8 BATTERIES) 0 0 �w a aJ ELECTRICAL SYSTEMS o (BBS POWER CONNECTION DIAGRAM, TYPE A, CASE -1) 0 0 wo E-29 �o �o PROJECT NUMBER & PHASE 0800000745 c p U N z 2 -hr o m w ON Batt LOW Batt TIMER + - } F_ } a 000 1000 1 000 QQ oOL of U U O U U O U U O m Z m z z z z z z ,— ,— u) u) LA w m z O Q r a m a + E + ED 75 TO 80 AMPERE -HOURS AT 20 HOUR RATE PER BATTERY BATTERY SET (4 TO 8 BATTERIES) 0 0 �w a aJ ELECTRICAL SYSTEMS o (BBS POWER CONNECTION DIAGRAM, TYPE A, CASE -1) 0 0 wo E-29 �o �o PROJECT NUMBER & PHASE 0800000745 LEGEND: (THIS SHEET ONLY) PTS = POWER TRANSFER SWITCH UPS = UNINTERRUPTIBLE POWER SUPPLY UPSC UNINTERRUPTIBLE POWER SUPPLY CONTROLLER IIPSM = UPS MODE BP = BYPASS AC P1 MSPS = MANUAL BYPASS SWITCH BBS ACI = UNGROUNDED CONDUCTOR (SEE AC- = GROUNDED CONDUCTOR C COMMON Gra GREEN BIG = BLACK WILL = WHITE SF = STATE -FURNISHED Batt = BATTERY Temp = TEMPERATURE TB = TERMINAL BOARD Cntl = CONTROL Gnd = GROUND NOTES: (THIS SHEET ONLY) 1. TYPE B REFERS TO THE BBS EQUIPMENT FROM MANUFACTURER B. 2. CASE -1 REFERS TO THE SITUATION WHEN THE ENTIRE BBS EQUIPMENT INCLUDING THE BATTERIES ARE INSTALLED IN THE BBS CABINET. 3. THE LOCATION OF THE 2"C NIPPLE WILL BE DETERMINED BY THE ENGINEER IN THE FIELD. 4. THE CONTRACTOR SHALL FURNISH AND INSTALL A NEMA -1 ENCLOSURE WITH 30 A, 1P, 120/240 VOLTS RATED CIRCUIT BREAKER MANUFACTURED PER UL STANDARD 489. 5. A TEMPERATURE PROBE SHALL BE ATTACHED TO THE BATTERY BY TAPE OR ATTACHED TO THE NEGATIVE TERMINAL OF THE BATTERY. 6. THE ELECTRICAL POWER FOR THE COOLING FAN FOR THE BBS CABINET SHALL BE TAPPED FROM THE BOTTOM OF THE TB IN THE 332 CABINET. 7. THE CONTRACTOR SHALL PROVIDE A 9 -WIRE WIRING HARNESS OR BUNDLED 9 MULTICOLOR CONDUCTORS, 418 AWG WIRES FROM THE RELAY ON THE INVERTER/CHARGER UNIT TO THE CONTROLLER. THE ENDS OF THE CONDUCTORS SHALL BE INSULATED WITH TAPE AND A SIX-FOOT COIL ON EACH END. 8 r m GY I I 0 SEE NOTE 4 y SINGLE-PHASE, 120 V 2 -WIRE CIRCUIT FROM SERVICE EQUIPMENT BORDER LAST REVISED 7/2/2010 OEEI Dc TO 332 CABINET CIRCUITRY Y D1 V 3 N-BUSG-BUS o_ L F F. " I 1• r—I � I L-+ L ISL — LI r F >- J I I I 4Tlr� uIFIb TB L,4 fi JNOTE 6 I I AC+ LINE FROM SF PTS 332 CONTROLLER CABINET BIN -IIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. =>P006}}9T RELATIVE BON. EN SC4LE 0 _> 696610ua0 }O.Cgn IS IN INCHES I -AC+ LINE TO SF PTS SF PTS UPS OU r BE CPU rc m UPS 11 a + v ACT IN UPSC NG 11011NO I UPSM (�) BE UPS Isf COIINd NO TE TOTAL PROJECT >8 ,,,,,�Bd 10 14.8/15.5 NlidF'�'^+ i 03/2a/I� EN EORE OI STE N ED C R D3A TE NO STREET ONAST GUASTI RAD 'ANIAO SLITARIO, CALIFORNIAO 911761 I SAP BERNAROINO. CA 92110 INVERTER/CHARGER UNIT IN AC OUTPUT NO O ON Batt a� D C O RELAY A 'o AC INPUT NC O oa NO O LOW Batt +N C O RELAY B ,61OUT NC O NO O TIMER }� Temp SENSE C O RELAY C m: RELAY CONTROL INC O Temp PROBE 75 TO 80 AMPERE -HOURS AT 20 HOUR RATE PER BATTERY BATTERY SET (4 TO 8 BATTERIES) BBS CABINET ELECTRICAL SYSTEMS (BBS POWER CONNECTION DIAGRAM, TYPE B, CASE -1) NO SCALE E-30 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 GENERAL NOTES (THIS SHEET ONLY): 1. INSTALL EXPANSION -DEFLECTION FITTINGS (DETAIL XY) AS PER ES -9B FOR ALL CONDUITS AT BRIDGE EXPANSION JOINT. x 2. 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. STRUCTURE APPROACH TYPE R(30D) (MOD) EXPANDED VERTICALLY TO CLARIFY - CONDUIT AND PULL BOX LOCATIONS. EXPANDED HORIZONTALLY TO CLARIFY CONDUIT LOCATIONS. II CJ -7L DetP 2" C, I2#12 (LTG) 47+7 47+62.8 2"C, 4 DLC, 1#8 (G)J 3"C, 1 SIC, 1#8 (G) 3"C, MT (CONDUCTORS BY SCE) 2"C, 2#12 (LTG), 2#8 (LTG), 1#8 (G) (CITY) X a CHAIN LINK RAILING o TYPE 7 z CONCRETE BARRIER a TYPE 26 (MOD) "Cl" LINE (CITRUS AVENUE C ES -9 E Det P PLAN Ir" llu 34.7 PROJECT NOTES (THIS SHEET ONLY): 1❑ PREFORMED LOOP. 4"C, SEE SHEETS E-3 AND E-4 FOR DETAILS. 2"C, 3 DLC, 1#8 (G) (RMS#3) 2"C, 1 TYPE "D" FO (SIG), 1 TYPE "D" FO (RMS#3), 1#8 (G) 2"C, 2#8 (CCTV), 1#8 (G) 2"C, 2#8 (LTG), 2#8 (SIGN ILLUIMINATION), 2#10 (TEST SWITCH), 1#8 (G) STRUCTURE APPROACH TYPE R(30D) (MOD) Br No. 54CO064 7 2" C, 7 DLC, 1#8 (G) 2"C, 2#8 (LTG), 1#8 (G) (CITY) SCALE: 1"=20' 2"C, 2#10 (LTG), 1#6 (G) 2'C, 2#6 (SIG), 1#6 (G) Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 SB d 10 14.8/15.5 �4531 566 �� /'�-tipp'w � 03/28/11 ROFESSIO REGISTERED CIVIL EN INEER DATE oe 4147 ? RICHARD Fc E. IVY 06/28/11 21570 m PLANS APPROVAL DATE No. s THE STATE OF CALTFORNL4 OR LT5 OFFICERS is Exp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED ATE of CALtF��`�lp COP/ES OF THIS PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 <D_ I -GIRDERS, Typ TYPICAL SECTION (WEST) X J Q U 0 LLj Lf)L BORDER LAST REVISED 7/2/2010 USERNAME=>POO63397 DGN FILE => 84681Oua031.dgn NO SCALE LJ -7L Det P PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I I I I I I TYPICAL SECTION (EAST) NO SCALE STRUCTURE ELECTRICAL DETAILS P (CITRUS AVE OH) o0 2-ro. NO SCALE �o E-31 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 0 Uj l Q Exist PC/PS Conc_/ "Cl" LINE (CITRUS AVENUE C ES -9 E Det P PLAN Ir" llu 34.7 PROJECT NOTES (THIS SHEET ONLY): 1❑ PREFORMED LOOP. 4"C, SEE SHEETS E-3 AND E-4 FOR DETAILS. 2"C, 3 DLC, 1#8 (G) (RMS#3) 2"C, 1 TYPE "D" FO (SIG), 1 TYPE "D" FO (RMS#3), 1#8 (G) 2"C, 2#8 (CCTV), 1#8 (G) 2"C, 2#8 (LTG), 2#8 (SIGN ILLUIMINATION), 2#10 (TEST SWITCH), 1#8 (G) STRUCTURE APPROACH TYPE R(30D) (MOD) Br No. 54CO064 7 2" C, 7 DLC, 1#8 (G) 2"C, 2#8 (LTG), 1#8 (G) (CITY) SCALE: 1"=20' 2"C, 2#10 (LTG), 1#6 (G) 2'C, 2#6 (SIG), 1#6 (G) Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 SB d 10 14.8/15.5 �4531 566 �� /'�-tipp'w � 03/28/11 ROFESSIO REGISTERED CIVIL EN INEER DATE oe 4147 ? RICHARD Fc E. IVY 06/28/11 21570 m PLANS APPROVAL DATE No. s THE STATE OF CALTFORNL4 OR LT5 OFFICERS is Exp. OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL THE ACCURACY OR COMPLETENESS OF SCANNED ATE of CALtF��`�lp COP/ES OF THIS PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIO, CALIFORNIA 91761 <D_ I -GIRDERS, Typ TYPICAL SECTION (WEST) X J Q U 0 LLj Lf)L BORDER LAST REVISED 7/2/2010 USERNAME=>POO63397 DGN FILE => 84681Oua031.dgn NO SCALE LJ -7L Det P PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I I I I I I TYPICAL SECTION (EAST) NO SCALE STRUCTURE ELECTRICAL DETAILS P (CITRUS AVE OH) o0 2-ro. NO SCALE �o E-31 UNIT 2232 PROJECT NUMBER & PHASE 0800000745 PROJECT NOTES (THIS SHEET ONLY): ❑ PREFORMED LOOP. EXPANDED VERTICALLY TO CLARIFY CONDUIT, PULL BOX, AND ELECTROLIER FOUNDATION LOCATIONS. 2"C, 9 DLC, 1#8 (G) 2"C9 7 DLC, 1#8 (G) 2" C, 5 DLC, 1#8 (G) O_ tY Qa 2"C, 3 DLC, 1#8 (G) 0 O - 5"C, MT F -- 2"C, 2"C, 1 TYPE "D" FO (ICC), 11*8 (G) �2"C, 2#8 (LTG), 1#8 (G) (CITY) T -2"C, 2 DLC, 1#8 (G) 1 72" Irr 3"C, CAT 5E (RM), 1#8 (G) 2"C, 2#8 (LTG), 1#8 (G) (CITY) \-3"C, 1 SIC, 1#8 (G) 5"C, MT PLAN EXPANDED VERTICALLY TO CLARIFY CONDUIT, PULL BOX, AND ELECTROLIER FOUNDATION LOCATIONS. a GENERAL NOTES (THIS SHEET ONLY): JI,HLt= I =CU 2"C,3 DLC, 1#8 (G) Z � 1. INSTALL EXPANSION -DEFLECTION FITTINGS (DETAIL XY) AS PER ES -9B FOR ALL CONDUITS AT BRIDGE EXPANSION JOINT. 0 x a 2. ALL CONDUITS IN BRIDGE MUST TERMINATE IN PULL BOXES OUTSIDE THE BRIDGE AS PER ES -9A. THE TERMINATING PB c� SHALL BE No. 5 IF IN SIDEWALK, OTHERWISE 5(T) AND THE LOCATION SHALL BE DETERMINED BY THE ENGINEER. 0 w a �V BORDER LAST REVISED 7/2/2010 USERNAME=>P0063397 DGN FILE => 846810ua032.dgn S -6A V ES - 2"C, LTG CONCRETE BARRIER TYPE 26 (MOD) 2"C, Irr 2"C, LTG /l C� 5I' C, MT I TYPICAL SECTION (WEST) NO SCALE Br No. 54-0538 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I I I I I I Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET'. 08 SBd 10 14.8/15.5 4 54 566 �� /'�-tipp'w � 03/28/11 ROFESSIO REGISTERED CIVIL EN INEER DATE oe Nq ? RICHARD �c E. IVY 06/28/11 21570 m PLANS APPROVAL DATE NO' s THE STATE OF C4LTFORN1,4 OR LT5 OFFTCER5 is Exp. ,> - OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL THE ACCURACY OR COMPLETENESS OF 5CANNEO ATE of CAL COP/ES OF THI5 PLAN SHEET. PARSONS SANBAG 3200 EAST GUASTI ROAD 1170 W 3RD STREET SUITE 200 SAN BERNARDINO, CA 92410 ONTARIOy CALIFORNIA 91761 CONCRETE BARRIER- TYPE ARRIER-TYPE 26 (MOD) 2"C, LTG 2"C, Irr 3"C, RM 2"C, LTG 3"C, SIG 2°C, SIG 5"C, MT—\, \\ TYPICAL SECTION (EAST) NO SCALE o � m o N O p M �� II 00 ww 0o STRUCTURE ELECTRICAL DETAILS ww (CITRUS AVE OC) 00 o O NO SCALEo E-32 O UNIT 2232 PROJECT NUMBER & PHASE 0800000745 PVCC 48+70.00 EVC 53+70.00 DIST COUNTY ROUTE` TOTAL PROJECT NO SHEETS Elev 1119.26 -0.455% Elev 1108.67 UTILITIES 08 SB 10 14.8/15.5 455 566 PVRC 40+70.00 Elev 1090.20 ��-6�664//S`t, 3! 1O - 12" Dia Water Line in 20" Casing (Fontana Water)800.00 VC PROFILE GRADE R/C „i,zno ROFESSI 7,7 R/C = -1.0218%/Sto NO Scale 0 - 3" Signal Interconnect Conduit, see "ELECTRICAL PLANS" REGIS RED CIVIL ENGINEER DATE eoe aNa�F 30 - 2" Loo Detector Conduit see "ELECTRICAL PLANS" P 9 - R.Y.RGDl choobiOn = 4 - Future utility opening 1i6i11 NO. m 237'- 7" 0 047315 BB"Cl" Y P g PLANS APPROVAL DATE (Measured along "C I" Line) >fA EB 5O - 6-5" Conduits (Southern California Edison) 7lleState ofCalifornia orits officers orogents Exp CIVIL shall not be responsible for the accuracy or S ©- 3" NPS Supply line ne (Bridge) completeness of electronic copies of this plan sheet. rTf OF CALIFO��p 104'-0" 133'-7" 0 - 2" Sprinkler Control Conduit, see "ROAD PLANS" SANBAG 8O - 3" Ramp Metering Conduit, see "ELECTRICAL PLANS" 1170 N 3RD STREETSANBERNARDINO,CA92410 90- 11/2" Lighting Conduit,see "ELECTRICAL PLANS" T.Y. LIN INTERNATIONAL --------------- �dnl!!Mn 3550 VINE STREET, SUITE 120 i -------------- -- 2-5' Future utility conduits RIVERSIDE, CA 92507 L-= 19'-31/2„ 7 ji= _� „ NOTES: &� Min Vert Cr �� 17"-7/8" Min F_ J�=� 11 - 6 - 11/2" Fiber Optic Conduits, see ROAD PLANS" NS & FS iVert Clr i Const Zone �. I i __jr__ LEGEND 10 - Paint "BRIDGE N0. 54-1293" II . __ 1 _ Ir-� --------------------------------- „ ii - ---- - -- i = -�- Existing structure 2 Paint CITRUS AVE OC' -------- - Conic Barrier 1 - - - - 9 Fry , I I I �s 17'-6 B 03 - See "STAGE 1 BRIDGE REMOVAL" sheet "RW No. 792E' Conc Barrier `- --- Type 60E, see - New structure t r---- Conic Barrier Future Min see "ROAD PLANS' Type 60D, see "ROAD PLANS' Type 60D, see Vert Clr b - Indicates direction of traffic - Bridge Lighting, Type 15 Luminaire ES -6A Abut 1 ROAD PLANS" Pier 2 "ROAD PLANS" Abut 3 Q5 - Indicates Point of minimum vertical clearance Tot 3 Approx OG along Ile - Indicates Point of minimum vertical clearance Datum Elev = 1060.00' right edge of deck during construction Top of Slope 49+00 50+00 51+00 Line "C14" Line Toe of slope ELEVATION C"Cl" '-0" Min & Varies 1'=20' "C12" Toe of cut 51'-9" Min & Varies 64'-3" "RW No. 792W" Line "I-10" Line 6'-0" & Vor 2'-0" "I-10 IMP" EC 50+35.01 N00°08'05"W Concrete ° �M_� Line 51.75' Lt Barrier 1'-0' 20'-0" 12'-0" 12'-O' 12'-0" 12'-O" 12'-0" 20'-0" 6'-0" 1'-0" 2:1 N05 12'44'E Top of cut - 49+52.54 4 BC 50+11.71 Type 26(Mod), 9„ T- -._ - 10 & 2 4 51+90.00 TYP 307 09 Profile Grade �� �0 - 52.84'Lt 11 3 - -2% -2% _ 10 CO - - -R=250' - - - 4:1 10 I � o � 0 0 Exist Citrus Ave OC' o OD R-6 Br. No. 54-0538 O FApproach re 6 4 1 6 1 5 Skew=1°23'49" To Be Removed Skew= 1°23'49" Skew=6 52'59" 30S) CIP P/SConcrete `n Conc Barrier BB Sta 48+96.00ta 50+00.00 "CI" Line = Box Girder �, Type 60E, see Sto 49+18.46 "Cl""" Line = In "ROAD PLANS" Elev 1119.12 Sto 801+44,31 "1-10" Line Sto 801+49,87 "1-10 IMP" Line Sto 50+86.68 "Cl" Line = "CI" Line Sta 801+59.57 'Cl2" Line r ---------- - - -NO0°08'05"yy - - - f W 49+ 50+00 --.I 1+0 ---------------------------------J1 r ---------------------------------L EB Sto 51+33.58 - Closure I----------------------------------- L ---------------------------------- J Sto 48+48.10 "Cl" Line = Pour Sta 801+41.62 "C14" Line Elev 1115.75 O N TYPICAL SECTION w StructureI I CURVE DATA a Approach Sto 48+45.52 "CI" Line = v No. R p T L 1"=10' W Type N(30S) Sto 801+47.64 "C15" Line (Mod) 1 5000.00 09°38'43" 421.86 841.72 m Do 0 0 0 $ O CO N N NOTES: 1. For Construction Staging and "QUANTITIES", see "STAGING PLAN" sheet R=10" 2:1 c o 2'1 2. For "GENERAL NOTES", "INDEX TO BRIDGE PLANS", and ° L 50+52.54 Top of slope "STANDARD PLANS" see "DECK CONTOURS" sheet o q „RW o a } Toe of slope/ c No. 792E" - " 4° o Vories 8' Top of cut 10' 12' 12' 12' 12' 10' 8' 10' 12' 12' 12' 12' 10' Vories 10' Toe of cut W Top of & o cuty1f 10- 48' 24' 11' 11' 24' 48' Varies Var Ultimate "I-10 IMP" Toe Z cut Future edge 4" PLAN 4 Future edge o of shoulder 1„_20, of shoulder BY CHECKED LOADO& RESISTANCE LIVE LOADING: HL93 W/"LOW-BOY"; BRIDGE NO. W X DESIGN Roya Golchoobian Stephanie Dulor FACTOR DESIGN PERMIT DESIGN VEHICLE PREPARED FOR THE Brett Makley 54-1293 CITRUS AVENUE OC (REPLACE) BY CHECKED BY CHECKED STATE OF CALIFORNIA DESIGN OVERSIGHT DETAILS LAYOUT Oscar Colcol ROyO Golchoobian 0$Car 001001 Brett Mokley PROJECT ENGINEER POST MILES li X RY CHECKED RY PLANS AND SPECS DEPARTMENT OF TRANSPORTATION 15.2 GENERAL PLAN QUANTITIES SPECIFICATIONS PLANS AN SIGN OFF DATE Tim Fuller OSCor COICol Jim Rucker Jeremy LOHa e a SHEET OF Z DESIGN GENERAL PLAN SHEET (ENGLISH) (RE V.7/16/10) REVISION DATES ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING FOR REDUCED PLANS o 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES pi /10 II/IT/10 OS 10 1 48 j FILE => sREOUEST Exist Citrus Ave OC to be removed X DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) Exist CL Citrus Ave-- � "Cl" Line ------------------------------------------------ ------------------------------------------------- STAGE 1 CONSTRUCTION I ''Cl" Line i i i 54'-9" & Vor Stage 2 Construction i i 4'-0" 1 Profile Grade Closure Pour ! -2/. CIP P/S' Concrete ' Box Girder ' in 46'- 3" Stage 2 Traffic 2'-0" Temporary Railing 2'-0" (Type K), see "ROAD PLANS" -2? =1u� __u M Conc Barrier Type 60E, see "ROAD PLANS" I"sI i1 i i i i i r �� 1 --------------------t----------------1---r--L1 r`-----------------------------------------------1, _-- _---_--..-------- - ..------- 1 r _ _ 1 1 STAGE 2 CONSTRUCTION 1"=10'-0" DESIGN Roya Golchoobian DETAILS HY Oscar Colcol QUANTITIES ev — —.-- 4 6'- .._.- Stephane Dulor CHECKED Royo Golchoobian CHECKED Oscar Colcol ORIGINAL SCALE IN INCHES FOR REDUCED PLANS NOTES: See "STAGE 1 BRIDGE REMOVAL" sheet for partial removal of existing structure prior to stage 1 construction .STI COUNTY ROUTE ITOTAL PROJECT No SHEETS )8 /�SB 10 14.8/15.5 456 566 X?`A � 11/12/10 REGIS RED CIVIL ENGINEER DATE �o eaOFESSIohq� Fy RovD GOICMODIGn Z 1/6/11 No. C47315 a PLANS APPROVAL DATE ,} State of California or its officers or agents {c Exp• CIVIL all not be responsible for the accuracy or Irl CI mpleteness of electronic copies of this plan sheet. �OF CALIF°gyp SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 C Abut Brg/ GL Pier 2 RW LOLj �I i ! Depth of Ftg key +1' i 4'-0" Typ I IT Grading Plane i i I Grading Plane I Bot of Ftg key- o AD ADDENDUM 3 M AD ADDENDUM 3 NOTE: Earthwork limits in addition to A62C & A628 LIMITS OF PAYMENT FOR EARTHWORK Not To Scale - Structure Excavation Bridge and/or Retaining WolI - Structure Backfill Bridge and/or Retaining Wall 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) ARCHITECTURAL TREATMENT (TYPE B) ARCHITECTURAL TREATMENT (LOCATION 1) ARCH TECTURAL TREATMENT (LOCATION 2) JOINT SEAL (MR = 11/2") JOINT SEAL (MR = 2") BAR REINFORCING STEEL (BRIDGE) BAR REINFORCING STEEL (RETAINING WALL) PREPARE AND STAIN CONCRETE 24" WELDED STEEL PIPE CASING (BRIDGE) MISCELLANEOUS METAL (BRIDGE) CHAIN LINK RAILING (TYPE 7 MOD) TUBULAR HANDRAILING CONCRETE BARRIER (TYPE 26A) CONCRETE BARRIER (TYPE 26 MODIFIED) 1 LS 1 LS 5,312 CY 1,356 CY 2,932 CY 608 CY 783 LF 1 LS 790 CY 3,378 CY 408 CY 281 CY 10,461 SF 278 LF 1 LS 1 LS 135 LF 123 LF 1,220,100 LB 38,945 LB 23,175 SF 210 LF 1,916 LB 435 LF 70 LF 70 LF 679 LF PREPARED FOR THE BRIDGE N0. CITRUS AVENUE OC (REPLACE) STATE OF CALIFORNIA Brett Makley 54-1293 PROJECT ENGINEER POST MILES STAGING PLAN DEPARTMENT OF TRANSPORTATION 15.2 UNIT: 2232 DISREGARD PRINTS BEARING REV —N DATES sHEEr 0 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION OA TES iv 0 12122111 ov m m 11 2 FILE _> 54-0538-c-stpOl.cIgn a z w Exist � Citrus Ave ---I 66'-2'+ & Varies 30'-0"+- 3'- 1 0'-0"+3'-1 50"- 8"+ Stage 1 Traffic 2 i Profile Grade i I i i i i i i i i i i i i i i i i i i i i i i i i ---"/---I------.._..----.. .._.._.._..—•--- i i i i i i 'Cl"Line 64'-3" 57'- 3" Stage 1 Construction Temporary Railing 6'-0" (Type K), see ROAD PLANS" -2% 0 o EQ E. 0 r, CIP P/S I Concrete in Box Girder FG � t r, ----------------------------------- I I L---------------------------------- J STAGE 1 CONSTRUCTION 1"=10'-0" I "Cl"Line —i 54'-9" & Vor 46'-3" Stage 2 Construction Stage 2 Traffic 4"-0" Temporary Railing Closure (Type K), see "ROAD PLANS" Profile Grade Pour 2'-0- -2% -2%_ - -- - -- 00�0�� tLLI .._ I.. O Exist Citrus Ave OC i CIP P/S i in to be removed Concrete I Conc Barrier Box Girder I IIn Type 60E, see "ROAD PLANS" -------- 1--'------------I--1—� ` _.._.._..- = I r ---------------------------------- STAGE 2 CONSTRUCTION 1"=10,-O" NOTES: See "STAGE 1 BRIDGE REMOVAL" sheet for partial removal of existing structure prior to stage 1 construction r Abut Brg/�I RW LOL IST COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS )8 SB X100 14.8/15.5 14561 566 11/12/10 QaDFESS/aN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy — R.Y. Gol cFwobiOn = 1/6/11 °J047315 PLANS APPROVAL DATE NO. i, DA e State of California or its officers or agents Exp. CIVIL all not be responsible for the accuracy or q mpleteness of electronic copies of this plan sheet. r Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 � Pier 2----_; 1 '_0„ TYp Grading Plane Bot of Ftg key} 1 TYp 1 r NOTE' ! —11-0.. Earthwork limits in addition to A62C & A626 ADDITIONAL EARTHWORK LIMITS Not To Scale ® - Structure Excavation Bridge and/or Retaining Wall ® - Structure Backfill Bridge and/or Retaining Wall Grading Plane 1 - Typ QUANTITIES DESIGN Golchoobian er DETAILS BRIDGE REMOVAL 1 LS BRDGE REMOVAL (PORTION), LOCATION B 1 LS STRUCTURE EXCAVATION (BRIDGE) 5,312 CY STRUCTURE EXCAVATION (RETAINING WALL) 1,356 CY STRUCTURE BACKFILL (BRIDGE) 2,932 CY STRUCTURE BACKFILL (RETAINING WALL) 608 CY NPS 3 SUPPLY LINE (BRIDGE) 783 LF PRESTRESSING CIP CONCRETE 1 LS STRUCTURAL CONCRETE, BRIDGE FOOTING 790 CY STRUCTURAL CONCRETE, BRIDGE 3,378 CY STRUCTURAL CONCRETE, RETAINING WALL 408 CY STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N MOD) 281 CY ARCHITECTURAL TREATMENT (TYPE A) 10,461 SF ARCHITECTURAL TREATMENT (TYPE B) 278 LF ARCHITECTURAL TREATMENT (LOCATION 1) 1 LS ARCHITECTURAL TREATMENT (LOCATION 2) 1 LS JOINT SEAL (MR = 1 /2") 135 LF JOINT SEAL (MR = 2") 123 LF BAR REINFORCING STEEL (BRIDGE) 1,220,100 LB BAR REINFORCING STEEL (RETAINING WALL) 38,945 LB PREPARE AND STAIN CONCRETE 23,175 SF 24" WELDED STEEL PIPE CASING (BRIDGE) 210 LF MISCELLANEOUS METAL (BRIDGE) 1,916 LB CHAIN LINK RAILING (TYPE 7 MOD) 435 LF TUBULAR HANDRAILING 70 LF CONCRETE BARRIER (TYPE 26A) 70 LF CONCRETE BARRIER (TYPE 26 MODIFIED) 679 LF X DESIGN Golchoobian er DETAILS Stephane Dulor I"EIIEI PRE PREPARED FOR THE STATE OF CALIFORNIA Brett MOkley BRIDGE NO. 54-1293 CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT Rosi MILES 15.2 STAGING PLAN X Oscar Colcol Golchoobian PROJECT ENGINEER QUANTITIES " CMECKEQ DEPARTMENT OF TRANSPORTATION Ti. Ful ler Oscar COlcol SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION onrEs sNEET OF II/17/10 05 10 07 /I 2 48 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES FILE => sREOUEST � Abut 1 Brg ---� 71 C Pier 2 ---y /1. 1--- _r --_,. //, I.��,Abut 3 Brg >� UF-IVGf1HL IYV 1 GJ PLAN LOAD AND RESISTANCE FACTOR DESIGN 1 '=20" STANDARD PLANS (DATED MAY 2006) NOTES: t. WITH ERRATA NO.1 THROUGH NO.10 1. Contour interval = 2. Contours do not include comber. camber. 3, X - Indicates 10' intervals. A10A A10B A10C A10D A62B A62C BO -1 BO -3 BO -5 BO -1 3 B3-7 B3-8 RSP BG -21 B7-1 B7-10 B7-11 B8-5 B11-51 B11-52 B11-54 B14-4 B14-5 RSP ES -6A ES -6B ES -7A ES -7N ES -11 T3 RSP ACRONYMS AND ABBREVIATIONS (Sheet 1 Of 2) 4. El - Indicates even foot contour ACRONYMS AND ABBREVIATIONS (Sheet 2 Of 2) SYMBOLS (SHEET 1 OF 2) SYMBOLS (SHEET 2 OF 2) LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL BRIDGE SURCHARGE AND WALL LIMITS OF PAYMENT FOR EXCAVATION BACKFILL BRIDGE BRIDGEDETAILS PLAN SYMBOLS BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS - Section Identification RETAINING WALL TYPE 5 RETAINING WALL DETAILS NO.1 JOINT SEALS (MAXIMUM MOVEMENT RATING = 2") BOX GIRDER DETAILS Standard Plan (May 2006) UTILITY OPENING BOX GIRDER Sheet No. UTILITY DETAILS CAST -IN-PLACE PRESTRESSED Detail No. GIRDER DETAILS TUBULAR HAND RAILING CHAIN LINK RAILING TYPE 7 CONCRETE BARRIER BARRIER TYPE 26 WATER SUPPLY LINE (BRIDGE) (PIPE SIZES LESS THAN 4") WATER SUPPLY LINE (DETAILS) (PIPE SIZES LESS THAN 4") ELECTRICAL SYSTEMS (LIGHTING STANDARD TYPE 15 AND 21) ELECTRICAL SYSTEMS (LIGHTING STANDARD TYPE 15 AND 21 BARRIER RAIL MOUNTED DETAILS) ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARDS, PUSH BUTTON POSTS AND TYPE 15TS STANDARD) ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARDS DETAILS NO.2) ELECTRICAL SYSTEMS (FOUNDATION INSTALLATIONS) TEMPORARY RAILING TYPE K DENOTES REVISED STANDARD PLAN DISTI COUNTY I ROUTETOTAL PROJECT ' NO SHEETS 08 /SSB 10 14.8/15.5 457 566 J 4A 11/12/10 QaGFESSibN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy c R.Y. Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE NO. i, DA The State of Cali Tornio or its officers or agents Exp. CIVIL t u re stall not be responsible for the accuracy orq oc h completeness of electronic copies of this plan sheet. r Tf OF cALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 -I" Line T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 L 0 a Note: 1. See ''TYPICAL SECTION STAGE 2" sheet DESIGN: AASHTO -RFD 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, ore designed using Bridge Design Specifications April 2000 ('96 AASHTO w/ Revisions by CALTRANS) SEISMIC DESIGN: DEAD LOAD: LIVE LOADING: SEISMIC LOADING: 1.4 0- 1.2 } C) 1.0 0.8 a- 0.6 V) a) c0i 0.4 a 0.2 2009 Caltrans Seismic Design Criteria (SDC), Version 1.5 April 2010 with Appendix B ARS updates Includes 35 psf for future wearing surface HL93 and permit design load SDC ARS Online Vs30 = 1115 ft/sec Latitude = 34.0667 Longitude = -117.4537 PGA = 0.5879 0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 REINFORCED Period (sec) CONCRETE: ASTM A706 f = 60 ksi f� = 3.6 ksi n = 8 PRESTRESSED CONCRETE: For "PRESTRESSING NOTES", see "GIRDER DETAILS" sheet NDEX TO BRIDGE PLANS SHEET NO. LOAD DISTRIBUTION (CONCRETE FASCIA DEAD LOAD)Note 1 STAGE - 1 STAGING PLAN Girders Ri ht Exterior Girder Ri ht First Interior Girder Moment 60% 14% Shear 100% 14% STAGE - 2 ABUTMENT 3 LAYOUT STAGE 1 Girders Left Exterior Girder Left First Interior Girder Moment 60% 14% Shear 100% 14% Note: 1. See ''TYPICAL SECTION STAGE 2" sheet DESIGN: AASHTO -RFD 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, ore designed using Bridge Design Specifications April 2000 ('96 AASHTO w/ Revisions by CALTRANS) SEISMIC DESIGN: DEAD LOAD: LIVE LOADING: SEISMIC LOADING: 1.4 0- 1.2 } C) 1.0 0.8 a- 0.6 V) a) c0i 0.4 a 0.2 2009 Caltrans Seismic Design Criteria (SDC), Version 1.5 April 2010 with Appendix B ARS updates Includes 35 psf for future wearing surface HL93 and permit design load SDC ARS Online Vs30 = 1115 ft/sec Latitude = 34.0667 Longitude = -117.4537 PGA = 0.5879 0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 REINFORCED Period (sec) CONCRETE: ASTM A706 f = 60 ksi f� = 3.6 ksi n = 8 PRESTRESSED CONCRETE: For "PRESTRESSING NOTES", see "GIRDER DETAILS" sheet NDEX TO BRIDGE PLANS SHEET NO. TITLE 1 GENERAL PLAN 2 STAGING PLAN 3 DECK CONTOURS 4 FOUNDATION PLAN 5 STAGE 1 BRIDGE REMOVAL 6 ABUTMENT 1 LAYOUT STAGE 1 7 ABUTMENT 1 LAYOUT STAGE 2 8 ABUTMENT 3 LAYOUT STAGE 1 9 ABUTMENT 3 LAYOUT STAGE 2 10 ABUTMENT DETAILS NO.1 11 ABUTMENT DETAILS NO.2 12 RETAINING WALL LAYOUT NO.1 13 RETAINING WALL LAYOUT NO.2 14 RETAINING WALL DETAILS 15 TYPE 5 RETAINING WALL LAYOUT 16 TYPE 5 RETAINING WALL DETAILS 17 PIER WALL LAYOUT STAGE 1 18 PIER WALL LAYOUT STAGE 2 19 PIER WALL DETAILS NO.1 20 PIER WALL DETAILS NO.2 21 TYPICAL SECTION STAGE 1 22 TYPICAL SECTION STAGE 2 23 GIRDER LAYOUT STAGE 1 24 GIRDER LAYOUT STAGE 2 25 GIRDER DETAILS 26 MISCELLANEOUS DETAILS 27 BARRIER GEOMETRY 28 BARRIER DETAILS 29 CHAIN LINK RAILING DETAILS 30 ARCHITECTURAL DETAILS NO.1 31 ARCHITECTURAL DETAILS NO.2 32 ARCHITECTURAL DETAILS NO.3 33 ARCHITECTURAL DETAILS NO.4 34 ARCHITECTURAL DETAILS NO.5 35 ARCHITECTURAL DETAILS NO.6 36 ARCHITECTURAL DETAILS NO.7 37 ARCHITECTURAL DETAILS NO.8 38 ARCHITECTURAL DETAILS NO.9 39 ARCHITECTURAL DETAILS NO.10 40 ARCHITECTURAL DETAILS NO.11 41 ARCHITECTURAL DETAILS NO.12 42 STRUCTURE APPROACH TYPE N(30S) 43 STRUCTURE APPRAOCH DRAINAGE DETAILS 44 LOG OF TEST BORING No.1 OF 5 45 LOG OF TEST BORING No.2 OF 5 46 LOG OF TEST BORING No.3 OF 5 47 LOG OF TEST BORING No.4 OF 5 48 LOG OF TEST BORING No.5 OF 5 X DESIGN a. Roya Golchoobian eT DETAILS '�EStephone Dulor `"E`KE° PREPARED FOR THE STATE OF CALIFORNIA Brett Mokley 54-1293 AVENUE OC (REPLACE) DESIGN OVERSIGHT � D E C K C O N T O U R S a X OscarCITRUS QUANTITIES aT Oscar Col I"ERoGya Golchoobian DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER Tim Ful ler Oscar Colcol SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION OnrESI -ETI OF II/17/10 05 10 07 /I 3 1 48 = FOR REDUCED PLANS0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES FILE => sREOUEST bLNGHMAKK 1'=20' Horizontal coordinates are CCS NAD -83 (NSRS2007), Zone 5, Combination factor = 0.99994763. Multiply grid distances by 1.00005237 to obtain ground distances. Verical control based on NAVD-88 (NGS NAVD88), as provided by David Evans Associates. UNITS: US Survey Foot Pt. 1026 N: 1846460.090 E: 6727117.050 Elevation: 1098.203 SET MAG NL & FLASH NB CITRUS 400'± S'LY OF RAILS Pt. 1 076 N: 1847146.214 E: 6717897.129 Elevation: 1118.203 FD CHIS "X" IN WALK/BCR SE COR CITRUS AND EB ON-RAMP Pt. 5003 N: 1846901.873 E: 6726986.553 Elevation: 1085.900 SET REBAR W/ "AECP LS4430" PLUG 30'± S'LY OF RAILS, 100'± WILY OF CITRUS Pt. 5004 N: 1846909.878 E: 6727206.247 Elevation: 1086.009 SET REBAR W/ "AECP LS4430" PLUG 30'± S'LY OF RAILS, 100'± E'LY OF CITRUS [STI COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS I8 SB 10 1 14.8/15.5 458 1 566 Xd Q 11/12/10 REGIS RED CIVIL ENGINEER DATE �oPR�FESSION't .e Fy c RovO COIthOObiDn = 1/6/11 c47315 PLANS APPROVAL DATE N0. Exp. DA e State of Californic or its officers or agents i, CIVIL al/ not be responsible for the occurocy I or sT mpleteneSS of electronic copies of this QIon Sheet. . OF CALIFOR�p SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 1. Remove existing footings where in conflict with new footings. 2. Existing footings may remain in place. 3. For Retaining wall footing elevations, see "RETAINING WALL LAYOUT NO. 1" and "RETAINING WALL LAYOUT NO. 2'' sheets. LEGEND Indicates bottom of footing elevation. CURVE DATA No. R I p I T L 1 5000.00 109038'43" 1 421.86 1 841.72 SPREAD FOOTING DATA TABLE SCALE: NO SCOIE VERT.DATUM NAVD88 HORZ.DATUM NAD83 DESIGN r tHStephOne X Service Strength Extreme Event Roya GOIChOObIOn E)UIOr DESIGN OVERSIGHT PHOTOGRAMMETRY AS OF: BY ALIGNMENT TIES DETAILS Br Oscar Colcol CHECKED Roya Golchoobion X L1 SURVEYED J. Elliott DRAFTED BY B. Anderson Br CHECKED SIGN OFF DATE BY FIELD CHECKED M. Noreen Br QUANTITIES CHECKED J. Nedl ik Tim Fuller Oscar COICOI FOUNDATION PLAN SHEET (ENGLISH) (REV.7/16/10) (Pb = 0.5 (Ksf) (Pb = 1.00 (Ksf) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS [STI COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS I8 SB 10 1 14.8/15.5 458 1 566 Xd Q 11/12/10 REGIS RED CIVIL ENGINEER DATE �oPR�FESSION't .e Fy c RovO COIthOObiDn = 1/6/11 c47315 PLANS APPROVAL DATE N0. Exp. DA e State of Californic or its officers or agents i, CIVIL al/ not be responsible for the occurocy I or sT mpleteneSS of electronic copies of this QIon Sheet. . OF CALIFOR�p SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 1. Remove existing footings where in conflict with new footings. 2. Existing footings may remain in place. 3. For Retaining wall footing elevations, see "RETAINING WALL LAYOUT NO. 1" and "RETAINING WALL LAYOUT NO. 2'' sheets. LEGEND Indicates bottom of footing elevation. CURVE DATA No. R I p I T L 1 5000.00 109038'43" 1 421.86 1 841.72 SPREAD FOOTING DATA TABLE Working Stress Design (WSD) Load and Resistance Factor Design (LRFD) Support Permissible Gross Allowable Service Strength Extreme Event Location Contact Stress Gross Bearing Permissible Net Factored Gross Factored Gross (Settlement) Capacity Contact stress Nominal Bearing Nominal Bearing (ksf) (ksf) (Settlement) (Ksf) Resistance Resistance (Pb = 0.5 (Ksf) (Pb = 1.00 (Ksf) Abut 1 5 21.7 N/A N/A N/A Pier 2 N/A N/A 6.5 36.4 84.4 Abut 3 6.5 17.3 N/A N/A N/A PREPARED FOR THE STATE OF CALIFORNIA Brett Makley PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION UNIT: 2232 0 2 3 PROJECT NUMBER & PHASE: 08000007451 FILE => $REOUEST BRIDGE NO. 54-A 293 CITRUS AVENUE OC (REPLACE) POST MILES 15(.2 FOUNDATION PLAN DISREGARD PRINTS BEARING REvl5lory OATES SHEET CONTRACT NO.: 08-468104 EARLIER REVISION DATES 07 10 11/12/10 05 10 4 Abut 1 I Abut 5 -� I 1 I I I 11 11 Temporary Railing (Type K) II II �II I I ---------------------I I`--------------------------------- — — — — — — — — — I — —I II II II LL` I I I I •� I -_ -------------_.. _.. _.. _.--—--—--—--—- - — - - —---------------------------.._.._.._.._.._.._.._.._.._.!. I II II I I }h} - - - - - - - - - - - - - --;_ Edge of sidewalk i I I li ii II I I, ----------------------- ----- ._.._.._.._.._.._..L.. _. �-. r------------>--<-. Remove w i ngwa I I II I! I r --;-;---'-}{{—!`----I- -- --— --— --— -- —-- — -' --—--—--—--—--—..—--—- Edge of deck NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. PART PLAN 1/4' =1 - 0.' Temporary Railing (Type K) 2"-0” Min Varies - - - ----------------------- i i i I I i i I I I i i I i i i i i i I._-.J-_--J-_..J varies SECTION X—X 1/2"=1 -0.. Remove girder, sidewalk deck, Conic barrier and railing 33"-9" ± der, sidewalk, barrier and railing Face of girder �i Remove Abut +, stem, backwall 6 and footing IST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS )8 SB X100 14.8/15.5 459 1 566 11/12/10 QaoFESS/aN REGIS RED CIVIL ENGINEER DATE �o a - .e Fy c _ ROy° Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE N0. i, Exp. ,}A e State of California or its officers or agents CIVIL a// not be responsible for the accuracy orI s mpleteness of electronic copies of this plan sheet. Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Remove wingwalI 14'-„+ +, 0 LEGEND - Bridge removal (portion) X DESIGN a. Roya Golchoobian"EStephone Dulor PREPARED FOR THE CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT eT DETAILS `HECxE° STATE OF CALIFORNIA Brett MOkley 54DG1293 Oscar COICOI ROyO GOIChOObiOn PROJECT ENGINEER POST MILES II xI"EIIEI QUANTITIES DEPARTMENT OF TRANSPORTATION 15.2 STAGE 1 BRIDGE REMOVAL SIGN OFF DATE Tim Fuller Oscar COIc01 a DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATE I —ETI OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 07 /I 5 1 48 j FILE => sREOUEST "RW No. 792E" see "ROAD PLANS" RW LOL Note 5 Return Wall 3'-O" 8'-11" Steel reinforced elostomeric bearing pads 14"X14"X2", (Elastomer only) Tot 7 Expanded polystyrene 4 Spaces @ 9"-4" = 37'-4" v Const Jt for NOTES: DISTI COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS Stage 1 footi7stem 1. Backwoll shall be placed 08 SB 10 14.8/15.5 460 566 and abutment after stressing is completed. 2. Extend Abut stem and end diaphragm /!��a Stub� � 11/12/10 FESSt reinforcement out and Into Stage 2 REGIS RED CIVIL ENGINEER DATE Qµ0 aNa Const Abut and closure pour, bend in place �zStage temporarily to clear shoring, if necessary. :e pyo d i aphragm and 3. Hook I ong i tud i na I bars at ends of footing. = RDVD GDICM1DDDIDD _ backwall1/6/11 1'-0" 4. For "SECTION B -B" see "ABUTMENT 1 LAYOUT � STAGE 2 sheet PLANS APPROVAL DATE NO, 047315 5. See "RETAINING WALL LAYOUT NO.1 " & the State of Californio or its officers or agents Exp. aA "RETAINING WALL LAYOUT NO.2" sheets shall not be responsible for the accuracy or sr9T CIVIL �`p 6. See "JOINT PROTECTION DETAIL" on "ABUTMENT completeness of electronic copies of this plan sheet. fOF CAL FO See "STAGE 1 � STUBWALL DETAIL" DETAILS N0.2" sheet on ABUTMENT 7. Only Service Butt Splice is allowed for SANBAG 1170 IT STREET DETAILS NO. 1" #8 bars SANBENRDINO,C sheet - 8. For "DETAIL A", see "ABUTMENT DETAILS NO.1" sheet SANRERNARDINO,CA92410 T.Y. LIN INTERNATIONAL 'Cl" Line 3550 VINE STREET, SUITE 120 1 RIVERSIDE, CA 92507 ' Abut 1 Brg C Abut 1 Brg "DETAIL A", BB Note 8 #5 X 2'-0" @ 12 dowels 1. 0„ Structure Approach Note 6 Joint Seal RSP 86-21 see, "STRUCTURE APPROACH .I (MR=1 /2") 8'-11" 8'-2/8" I TYPE N(30S)" sheet #4 f-1 @18 I N #5@18 4'-81/2'' 61'-51/4„ 6"-0„ #5 @ 18 #5 ^ @ 6 For "DETAIL A" see under bearing pads RW LOL PLAN & @ 12 elsewhere 1 "CI" Line �� ABUTMENT DETAILS � � J � lA "— 114--=1 "-0" I N0.2" sheet o � #8 Tot 12 I 2 0 i (6 bundles) N* O Note 2i 1 I #5 Tot 3 zo 21❑ 2'-0" #5 @ 15 "RW No. 792E" Hook #8 see "ROAD on both ends, @ PLANS" Note 7 #5 15 B7-10 2'-4„ Dia 1'-8" Dia Future B7-10 B7-10 CSI * 1"-6"W X 2"-2"H U 2 Utility opening B7-10 Utility opening U 4 & U-8 Geocomposite drain, Opening for for Fontana see "STRUCTURE APPROACH I #5 @ 18 SCE Conduitswater line U-2 6" Dia DRAINAGE DETAILS" sheet opening for B14-4 2" Clr R, ?0supply line I Typ ' #11 @ 5 I w 3 0 Waterstop FG II Lj CI3" Clr io c Typ #5 @ 18 .' g #7@-5 a 3-6 BO -3 Concrete Barrier Note 3 Weep holes Type 60D, see - 3-1 "ROAD PLANS" M I M t F#5u @ 15 ----------------------------------------------------------------------------------------- ----------------- cT a- #9 @ 5 0 ~ 1'-6" 3'-0" #5 Tot 2 M iI I 8'-6" o - dowels. Bend in o place temporarily a to clear shoring * - Measured at front face of abutment Q ELEVATION if necessary. SECTION A -A o -1 -0 W.=1'-0.. BrI CHECKED X DESIGN Ken Anthony Stephanie Dulor PREPARED FOR THE DESIGN OVERSIGHT Brett Makley 54BRIDG1 293 CITRUS AVENUE OC (REPLACE) DETAILS Br CHECKED STATE OF CALIFORNIA X QUANTITIES er Oscar COI COI CHECKED ROaya Go choob i an DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES 11 ABUTMENT 1 LAYOUT STAGE 1 SIGN OFF DATE Tim Ful ler Oscar Colcol 1-:5 a DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET - FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 11/17/10 05 10 07 /i 6 1 48 j sREOUEST Const Jt Cl" Line for Abut tem End diaphragm footing closure pour 6"-0' _ I Note 6 Steel reinforced elastomeric bearingpods 14"X16"X2", (Elastomer only) Tot 7 RW LOL Note 7 Return Wall Expacndecl "CI" Line PLAN 1/4"=1'-0" JL � Abut 1 Brg -- ---T "RW No. 792W" see "ROAD PLANS" RW LOL ISTI COUNTY I ROUTE I TOTAL PROJECT 1 NO SHEETS 18 1 SB 10 1 14.8/15.5 461 566 0 11/12/10 REGIS RED CIVIL ENGINEER DATE �o eROFESslo4"41 .e Fy ROVD Gol cFwobiOn = 1/6/11 '47315 PLANS APPROVAL DATE NO. i, Exp. DA e State of California or its officers or agents CIVIL a// not be responsible for the accuracy or4 \ mpleteness of electronic copies of this plan Sheet. r Tf OF CAL10 SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 4" Expanded polystyrene BO -13 Note 9 3-2 Structure approach 2" Expanded----_ polystyrene BO -13 3-2 #9 L@_6 R; I Geocomposite "DETAIL A", ka drain, see see "ROAD PLANS" Note 8 = APPROACH DRAINAGE face of abutment DETAILS" o ELEVATION 6 sheet SECTION B—B a 0 1/4"=1 "-0.' G1 GO %"=1'-0" X Br DESIGN Ken Anthony CHECKED Stephone Dulor PREPARED FOR THE CITRUS AVENUE OC (REPLACE) / DESIGN OVERSIGHT 1 _—_—_—_—_ _ _—_—_—_—_�_—_ CHECKED STATE OF CALIFORNIA Brett Makley 54-1293 Oscar Co co Go choobian See "DETAIL C" POST jo X QUANTITIES er CIE KED DEPARTMENT OF TRANSPORTATION on "ABUTMENT ABUTMENT 1 LAYOUT STAGE 2 SIGN OFF DATE Ti. Ful ler Oscar COIcol DETAILS NO.2" a DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/101 ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET ov tt sheet FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 1 7 1 48 j 8"-8" 4 Equal spaces = 43"-73/4" To'- 0'-66'-101/4" FILE => $REOUEST 66'- 101/4" 3'-1 1 1/ ' "CI" Line PLAN 1/4"=1'-0" JL � Abut 1 Brg -- ---T "RW No. 792W" see "ROAD PLANS" RW LOL ISTI COUNTY I ROUTE I TOTAL PROJECT 1 NO SHEETS 18 1 SB 10 1 14.8/15.5 461 566 0 11/12/10 REGIS RED CIVIL ENGINEER DATE �o eROFESslo4"41 .e Fy ROVD Gol cFwobiOn = 1/6/11 '47315 PLANS APPROVAL DATE NO. i, Exp. DA e State of California or its officers or agents CIVIL a// not be responsible for the accuracy or4 \ mpleteness of electronic copies of this plan Sheet. r Tf OF CAL10 SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 4" Expanded polystyrene BO -13 Note 9 3-2 Structure approach 2" Expanded----_ polystyrene BO -13 3-2 #9 L@_6 R; I Geocomposite — "RW No. 792W", drain, see see "ROAD PLANS" "STRUCTURE * - Measured at front APPROACH DRAINAGE face of abutment DETAILS" o ELEVATION 6 sheet NOTES. 1. Backwall shall be placed after stressing is completed. 2. For "SECTION A -A' see "ABUTMENT 1 LAYOUT STAGE 1" sheet. 3. See "RETAINING WALL DETAILS" sheet for bar reinforcement. 4. See "BARRIER GEOMETRY" sheet. 5. Only Service Butt Splice is allowed for #8 bars. 6. Extend end diaphragm reinforcement 3'-0" into closure pour. 7. See "RETAINING WALL LAYOUT NO.1" & "RETAINING WALL LAYOUT NO.2" -- sheets 8. For "DETAIL A", see "ABUTMENT DETAILS NO.1" sheet 9. Cut back polystyrene by 6", -- typical #8912 A Note 4 Conc Barrier Notes 3 & 4 RW LOL = Return Wall LOL Note 4 `T'op of Return Wall VH,rizontal co Return Wall 2 �1r 2" Cir #5@12 #5 @12 �Sta Vertical face of __w 5"-81/2" ge 1) Stubwall flush with 4'-10%4" (Stage 2) edge of footing o ELEVATION 6 SECTION B—B a 0 1/4"=1 "-0.' %"=1'-0" X Br DESIGN Ken Anthony CHECKED Stephone Dulor PREPARED FOR THE CITRUS AVENUE OC (REPLACE) ¢ DESIGN OVERSIGHT Br DETAILS CHECKED STATE OF CALIFORNIA Brett Makley 54-1293 Oscar Co co Go choobian PROJECT ENGINEER POST X QUANTITIES er CIE KED DEPARTMENT OF TRANSPORTATION 5.2LE5 ABUTMENT 1 LAYOUT STAGE 2 SIGN OFF DATE Ti. Ful ler Oscar COIcol a DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/101 ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET ov tt FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 1 7 1 48 j FILE => $REOUEST I #1 1 001 8 DIST COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS "CI" Stubwall LOL 08 SB 10 14.8/15.5 462 566 Line —� #5U @1 15 Steel reinforced elostomeric L bearing pods 16"X16"X2", RW LOL, i�� _% i U a (Elastomer only) Tot 7 Return Wall Note 7 NOTES: 3" Cir Xe,�A u°�' 11/12/10 aG b Const Jt forFESSt GOnSt Jt for T REGISRED CIVIL ENGINEER DATE op Nab Stage 1 footing and abutment stem 1. Backwall shall be placed after stressing is completed. Typ Stage 1 end diophraq m and r #5 Tot 2h Expanded polystyrene ROvO colcnDDutDD = 1 — backwal 2. Extend Abut stem and end diaphragm reinforcement out and 1/6/11 N0 047315 PLANS APPROVAL DATE I See 1DETAIL" `` place temporary E L E V A TI 0 N into Stage 2 Abut and closure pour, bend in place temporarily xp. ,}A The State of Colifornio or its officers or agents i1 Exp.- be for the sr'Te CIVIL WALLGE / STU"ABUTMENT A", to clear shoring if 1/4 '=1'-0' g 48C shall not responsible accuracy or completeness of electronic copies of this plan sheet. al' cALIF On AB U T M E N T ��"DETAIL Note 8 necessary. 3. Hook longitudinal bars at ends of footing. 7'-9" 4'-9" DETAILS NO. 1" a, Abut 3 Brg SANBAG sheet o 5. Onlfor #ars. 6. FFory"SECTION BUBService Bt", seeC ABUTMENTw3dLAYOUT8SbTAGE 2'' sheet. SECTION A -A N 1170 3RD STREET — — - ----- — — — — — — — — — v —� SAN 6ERNARDINO, CA 92410 8. For "DETAIL A", see "ABUTMENT DETAILS NO.1" sheet X T.Y. LIN INTERNATIONAL I CHECKED Ken Anthony Stephane Dulor PREPARED FOR THE CITRUS AVENUE OC ( REPLACE ) ¢ DESIGN OVERSIGHT 3550 VINE STREET, SUITE 120 BT DETAILS Brett Makley CHEDxED STATE OF CALIFORNIA 54DG1 293 RIVERSIDE, CA 92507 Oscar Co co Ro�ya Go choobian PROJECT ENGINEER POST Abut 3 Brg EB i3'-0�� QUANTITIES BT cHE DEPARTMENT OF TRANSPORTATION 5.2LE5 ABUTMENT 3 LAYOUT STAGE 1 SIGN OFF DATE Ti. Ful ler Oscar COIcol a DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 Joint Seal 86 21 1' 6" 1'-0' REVISION OnrES SHEET ov z FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 (MR -2") RSP II/17/10 3 8'-3/4" 3 8'-10/4" 1 4 Equal spaces = 37'-7 /4" s 8'-10/4" sREOUEST I Structure Approach see, "STRUCTURE APPROACH I Note 4 , TYPE N(30S)" sheet 6"-0/z", 1 -0 60'-101/4" 6'-6%" 1 ; N PLAN #5 @ 16 I dowels 1— "CI" Line I/4"=1'-0' RW LOL See "DETAIL A" on I #4 n (1 16 "ABUTMENT DETAILS NO.2" `. 2'-0" -.9/ A*�1'-6"W X 2'-2"H Opening sheet i Note 2 for SCE Conduits 137-10 #5 Q 18 U-2 #5 ^ Q 6 �R o under bearingp — #5J Q 16 & 1 2 e l sewhere Nac4 � * #g r-----1 Tot 12 o (6 bundles) 1 iv #5 Tot 3 1 '-8" Dia Future 87-10 & E7 -Utility U-4 Opening 6" Dia opening B14-4 for supply line #5 Q 16 2'-4" Dia 2'-0" Utility opening B7-10 #5 Q 18 for Fontana water line * - Measured at front Hook #8 U-2 on both ends, R_70' face of abutment 2'' Clr Note 5 r Ty p Geocomposite drain, Vi�2 see "STRUCTURE APPROACH #11a8DRAINAGE DETAILS" sheet _9., Weep holes "3-� Conc Barrier -T e 60D see ----- "ROAD PLANS" ------------------------------------------ -------------------------------------------------------------------- --- ------4------------------------------------------------------------------------------------------------ - ---------------- FG U a T #5 @ 18 Note 3 I �' #8 Q 16 N #1 1 001 8 #5U @1 15 L U a NOTES: 3" Cir T #5 X 4'-0" @, 18" �, Al 1. Backwall shall be placed after stressing is completed. Typ #5 Tot 2h �-O-2'-O- dowels. Bend in ` J 2. Extend Abut stem and end diaphragm reinforcement out and place temporary E L E V A TI 0 N into Stage 2 Abut and closure pour, bend in place temporarily to clear shoring if 1/4 '=1'-0' to clear shoring, if necessary. w necessary. 3. Hook longitudinal bars at ends of footing. 7'-9" 4'-9" 4. See "JOINT PROTECTION DETAIL" on "ABUTMENT DETAILS NO.2" sheet. o 5. Onlfor #ars. 6. FFory"SECTION BUBService Bt", seeC ABUTMENTw3dLAYOUT8SbTAGE 2'' sheet. SECTION A -A 7. See "RETAINING WALL LAYOUT NO.3" sheet 8. For "DETAIL A", see "ABUTMENT DETAILS NO.1" sheet X By DESIGN CHECKED Ken Anthony Stephane Dulor PREPARED FOR THE CITRUS AVENUE OC ( REPLACE ) ¢ DESIGN OVERSIGHT BT DETAILS Brett Makley CHEDxED STATE OF CALIFORNIA 54DG1 293 Oscar Co co Ro�ya Go choobian PROJECT ENGINEER POST X QUANTITIES BT cHE DEPARTMENT OF TRANSPORTATION 5.2LE5 ABUTMENT 3 LAYOUT STAGE 1 SIGN OFF DATE Ti. Ful ler Oscar COIcol a DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION OnrES SHEET ov z FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 1 05 10 1 $ 1 48 j sREOUEST ^-� t Jt for Stage 1 diaphragm & backwall ;onst Jt for Stage 2 ,nd diaphragm DETAIL A", Jote 8 -nd diaphragm ,losure pour Jote 6 Abut 3 Brg C 1 RW LOL ---�PLAN 1/4"=1 '-0" * - Measured at front face of abutment A ELEVATION 1/4'=1 -0" See "DETAIL C" on "ABUTMENT DETAILS NO.2" sheet Const Jt for Abut stem and footing Structure approach Const Jt for Stage 2 backwall 4" Expanded polystyrene BO -13 Note 9 3-2 1 '-2 2" Expanded polystyrene BO -13 3-2 W1 Geocomposite drain, see "STRUCTURE APPROACH n0ATNIACC nCTATI C" -- Const Jt for Abut stem and footing NOTES: 1. Backwall shall be placed a stressing is completed. 2. For "SECTION A -A' see "ABL LAYOUT STAGE 1" sheet. 3. See "RETAINING WALL DETAII sheet, design height H = 4. See "BARRIER GEOMETRY" sh( 5. Only Service Butt Splice is DD allowed for #8 bars. SECTION B_p 6. Extend end diaphragm reinforcement 3'-0" into closure pour. 7. See "RETAINING WALL LAYOUT NO.3" sheet 8. For "DETAIL A", see "ABUTMENT DETAILS NO.1" sheet 9. Cut back polystyrene by 6", typical. 1ST COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS 08 SB 14.8/15.5 14631 566 X100 11/12/10 CITRUS AVENUE OC RW LOL = Return Wall LOL REGIS RED CIVIL ENGINEER QaGFESS/bN DATE �o 41 Note 4 "Top .e Fy c 3 LAYOUT R.Y. Gol cFwobiOn = 1/6/11 °J QUANTITIES Br Oscar Co co cHE KED Go choobian DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER Ti. Fuller Oscar COIcol N0. 047315 PLANS APPROVAL DATE a i, DA to State of Cali Tornio or its officers or agents Exp. CIVIL V/l not be responsible for the accuracy 7mplefene55 of electronic copies of this ors pion sheet. rTf Or CALIFOR�p SANBAG DISREGARD PRINTS BEARING 1170 N 3RD STREET REVISION DATES SHEET ov SAN BERNARDINO, CA 92410 II/17/10 T.Y. LIN INTERNATIONAL FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 3550 VINE STREET, SUITE 120 j RIVERSIDE, CA 92507 Note 4 Conc Barrier Notes 3 & 4 CITRUS AVENUE OC RW LOL = Return Wall LOL ¢ 54-1293 Note 4 "Top PO;T5MILES ABUTMENT 3 LAYOUT of Return Wall X QUANTITIES Br Oscar Co co cHE KED Go choobian DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER Ti. Fuller Oscar COIcol Horizontal SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/101 #7912 Return Wall Note 3 X Br CHECKED DESIGN Ken Anthony Stephone Dulor Br CHECKED DETAILS PREPARED FOR THE Brett Makley STATE OF CALIFORNIA CITRUS AVENUE OC (REPLACE) ¢ 54-1293 DESIGN OVERSIGHT PO;T5MILES ABUTMENT 3 LAYOUT STAGE 2 X QUANTITIES Br Oscar Co co cHE KED Go choobian DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER Ti. Fuller Oscar COIcol a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/101 ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET ov tt II/17/10 05 10 07 /I 9 48 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST Last bar normal tc CL Abut coa op wl grease 2" Expanded BO -13 Polystyrene 13-2 /2'' Exp o Jt Filler N SHEAR KEY DETAIL I/2"=1 '-0" but Brg #4 T Smoo Cons- Ti9 j IOT 3 SeTS txTeno sT reinforce into abut #4 Abut Brg Exten into SHEAR KEY REINFORCEMENT 3/4"=1 '-0" 8'-0" M5 1 (A9 It51Tot 3 In #5 U CL Abut 1 Brg Structure 4" Expanded approach BO -13 Polystyrene 13-1 I I --TTTTTTl���/7%7777T T--� -1 I 08 / / I / I (!�%SB X1//00 f V10 — 11/12/10 l I l I Concrete Barrier,�-; REGIS RED CIVIL ENGINEER see "BARRIER `l DETAILS" sheet I ROVD Gol cFwobiOn l l I = °J NO. 047315 l I I i� DA to State of Cali Tornio or its officers or agents Exp. CIVIL 4" Expanded B0-13 orrq plan sheet. Tf OF CALIFOR�p + Polystyrene 13 1 a 7 10 SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL l I 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 U) - 0.064" galy •� B ; sheet metal I l > N / _ -----� Horizontal ° neoprene strip t t 'th Last bar normal tc CL Abut coa op wl grease 2" Expanded BO -13 Polystyrene 13-2 /2'' Exp o Jt Filler N SHEAR KEY DETAIL I/2"=1 '-0" but Brg #4 T Smoo Cons- Ti9 j IOT 3 SeTS txTeno sT reinforce into abut #4 Abut Brg Exten into SHEAR KEY REINFORCEMENT 3/4"=1 '-0" 8'-0" M5 1 (A9 It51Tot 3 In #5 U CL Abut 1 Brg Structure 4" Expanded approach BO -13 Polystyrene 13-1 I I --TTTTTTl���/7%7777T T--� Structur Approach 2" Clr Typ #5 #5 — #4 1ST COUNTY I ROUTE I " NO SHEETS TOTAL PROJECT I 08 14.8/15.5 464 566 (!�%SB X1//00 f V10 — 11/12/10 REGIS RED CIVIL ENGINEER DATE QaOFESS/°N 41 �o �eFy ROVD Gol cFwobiOn 1/6/11 = °J NO. 047315 PLANS APPROVAL DATE i� DA to State of Cali Tornio or its officers or agents Exp. CIVIL V/l not be responsible for the accuracy 7mpleteness of electronic copies of this orrq plan sheet. Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Stage 1 Stage 2 Construction I Construction B I I I I I I I I Structur Approach 2" Clr Typ #5 #5 — #4 1ST COUNTY I ROUTE I " NO SHEETS TOTAL PROJECT I 08 14.8/15.5 464 566 (!�%SB X1//00 f V10 — 11/12/10 REGIS RED CIVIL ENGINEER DATE QaOFESS/°N 41 �o �eFy ROVD Gol cFwobiOn 1/6/11 = °J NO. 047315 PLANS APPROVAL DATE i� DA to State of Cali Tornio or its officers or agents Exp. CIVIL V/l not be responsible for the accuracy 7mpleteness of electronic copies of this orrq plan sheet. Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Stage 1 Stage 2 Construction I Construction SECTION B -B %4"=1 '-0'1 Dwa I I LOL k4 #4 (A 12 te: utment 1 shown, utment 3 similar I Tot 4 101-0.1 #5 O 9, _ 'I/2Bar Spacing o SECTION A -A STAGE 1 STUBWALL DETAIL FOOTING CORNER DETAILY4"=1 '-°" 1/2 3 -° (Abutment 1 shown, Abutment 3 similar unless noted otherwise.) Not To Scale Br CHECKED BRIDGE NO. ¢ X DESIGN Ken Anthony Stephanie Dulor PREPARED FOR THE Brett Mokley 54-1293 CITRUS AVENUE OC (REPLACE) BT CHECKED STATE OF CALIFORNIA DESIGN OVERSIGHT DETAILS X OUANTITIE$ BT Oscar Co co CIE KED a Go choobian DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER PO POST SIGN OFF DATE Tim Fuller Oscar Colcol ABUTMENT DETAILS NO. 1 a ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/101 tt FOR REDUCED PLANS 0 1 2 ; PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 07 /I 10 48 j FILE => $REOUEST 1/4" Exp Jt filler Stage 2 Construction Stage 2 Traffic Expanded Polystyrene 2'-0" BO -13 13-1 Temporary Roiling T3 (Type K), see Standard Plan Note 4 Abutment Seat I RSP Structure Approach Slab B6-21 nr T w r l w CL Brg pad �I Backwall 1 I CL Abut = Brg Pad I / Elastomeric Bearing Pad J,3(Coat top w/evei silicone grease) 0.079" Goly sheet metal MR+1„ MR+ 1 Expanded polystyrene some thickness as bearing pad BO -13 TEMPORARY RAILING AT APPROACH SLAB e Structure Approach Slab 2" duct tape over Sheet metal 13-1 all joints 3" Bonding on 3" Level Typ ELEVATION BEARING SEAT DETAILS No Scale smooth finish 1/8" X 1 -0" x M Neoprene strip �J Geocomposite Drain C7_1 n' n" C'_1 rl:nnhrnnm Stage 1 End diaphragm closure pour Stage 2 RETURN WALL ELEVATION V=1-0" a X By CHECKED DESIGN Ken Anthony Stephone Dulor BT CHEDKED DETAILS PREPARED FOR THE Brett Makley STATE OF CALIFORNIA BRIDGE NO. CITRUS AVENUE OC (REPLACE) ¢ n 54-1293 DESIGN OVERSIGHT POST 5M12LE5 ABUTMENT DETAILS NO. 2 X DETAIL C /4"=1 '-0" Note: Extend #9 and #10 top and bottom bars 3'-6" into closure pour. Extend all other end diaphragm bars 3'-0" into closure pour. Joint SealRSP66 21 3" Bonding 3" 1" chamfer Expanded Polystyrene '-- Abutment Backwall * - Place prior to backfilling the Abut backwall (Fold Neoprene into chamfer) JOINT PROTECTION DETAIL No Scale IST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS )8 SB Xt 1//00 14.8/15.5 465 566 fl(oj!�%10 r — 11/12/10 QaGFESSibN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy RavD Gol cFwobiDn = 1/6/11 °J 047315 PLANS APPROVAL DATE NO. i� DA e State of Cali (ornio or its officers or agents Exp. CIVIL a// not be responsible for the accuracy orr s mpleteness of electronic copies of this plan sheet. Tf OF [ALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Note: For Retaining WolI Sections, see "SECTION B -B" on "ABUTMENT 1 LAYOUT STAGE 2" and "ABUTMENT 3 LAYOUT STAGE 2" sheets RETURN WALL ELEVATION V=1-0" a X By CHECKED DESIGN Ken Anthony Stephone Dulor BT CHEDKED DETAILS PREPARED FOR THE Brett Makley STATE OF CALIFORNIA BRIDGE NO. CITRUS AVENUE OC (REPLACE) ¢ n 54-1293 DESIGN OVERSIGHT POST 5M12LE5 ABUTMENT DETAILS NO. 2 X OUANTITIES BT Oscar Co co CIE KED Go choobian DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER Tim Fuller Oscar Colcol a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATE$ SHEET ov II/17/10 05 1.07 /I 1 1 1 48 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST Limits of "Section A -A" (Measured along RW LOL) 12'-97/n" Note 1 d. + 1/4j1 RSP B6-21 Length 4'-97/8 8'-0" Design H h s In s Design Height H=6' H=12' 2'-4%" Elev 1117.04 Elev 1115.89 6 4'-93/4" 2'-10" B Note 1 Top of Wall Elev 1115.15 - - - ___ -- -------- "SW" Type 5 Ret WolI,1 see "TYPE 5 RETAINING'-� I WALL LAYOUT" sheet 1---- IL== — — — — —— —— � I Strip waterstop B0-1 I 1-4 A 2� BO -3 ; � 1 3-4 BO- 3 3" O FIG 3-2 holes Elev 1108.75 I I Footing step, Typ Elev 1104.75 B3-8 a I 1 T I I Lfl � I I I I I I I I I I I ABUTMENT 1 WEST RETAINING WALL (MIRRORED) TABLE OF CONCRETE DIMENSIONS West East Design H h s In s 16 14'-41/2 3'-41/4.. 12 9'-87/8 2'-33/4" 9-11%'' 2'-4%" 8 — — 51-55/8.. 3'-0%" 6 4'-93/4" 2'-10" Concrete Barrier Type 26 (Mod) \ Note 6 Permissible #5 @ 9 L construction o joint Architectural BO -5 Treatment 5-2 #4 @ 18 c Note 2 0 6" Sidewalk 21/2. C I r Note 1 3'-0" 2" #4 @ 8 RW LOL Note A Syp' #5 J @ 9 #4 @ 18 L—� IST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS )8 SB X100 14.8/15.5 466 1 566 11/12/10 QaoFE$S/aN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy ROVD Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE No. i, DA e State of California or its officers or agents Exp. CIVIL a// not be responsible for the accuracy or s mpleteness of electronic copies of this plan Sheet. I Tf OF CALI10 SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Note 1 RW LOL J Note 1 Top Of Wall RW 1 ' #4 1— & � dowe I s Limits of "Section A -A" 1 u, See "STRUCTURE o @ 18, Min 2 Note 2 m 1 (Measured along RW LOL) 25'-101/4'' APPROACH 1 L 1 A Note 1 TYPE N(30S)" sheet `� 1 1 > i D t p B Note 1 1 1-_ ° + 1/4 RSP B6-21 Optional construction joint I ___ _ Geocomposite D 0 LA Elev 1116.94 Note 5 #4 @ 18 Note 2 1 drain, see I a) = F Length g'-101/4" 8'-0" 8'-0" Cut back MISCELLANEOUS V) Desi n Hei ht H=8" H=12' H=16'Elev 1117.64 #4 Tot 6 expanded o c DETAILS" sheet 1g g op of Wall 2" Clr polystyrene02 - --------- Elev 1116.21 1 ------------------- -- -- -- - - -- Note 1 by 6"+ T Note 3 yp 2" Expanded BO -13I Weep hole o EIev 1115.27 1 ii Polystyrene 13-2 1 s FG 1 II I See _Table -- 4" Expanded 1 "SE" Type 5 Ret Wall, 1--- L-- 2'-O" Polystyrene Optional Face / w see ''TYPE 5 RETAININ#5 @ 9 WALL LAYOUT" sheet 2 i BO -3 3"-0" 1 3-4 13-1 1 i I 3"0 hole Strip waterstop 1.1 ---- 1 1-4 I RW w p FG w 11 1 BO -3 NOTES: SECTION A -A 0 Elev 1108.50 = 3-2 w 1 1. See ''BARRIER GEOMETRY" sheet. '/2"=1'-0" Elev 1104.50 1 3"0 2. Reinforcing steel required if optional construction joint is used. Footing step, Typ holes c i 3. Clearance to reinforcing steel within concrete cast against soil to be 2". B3-8 Elev 1100.50 a TYPICAL SECTION ~ i 1 4. Clearance to reinforcing steel to be 1" on exterior face of barrier except 1/4 1 1 at locations of architectural recess. See "ARCHITECTURAL DETAILS NO. 1" and --------1---u--------n "ARCHITECTURAL DETAILS NO. 12" sheets. I I iI I p I__I r_______________! 5. Roughen surface of optional construction joint to 1/" amplitude. 0 I I ABUTMENT 1 EAST RETAINING WALL 6. For details not shown see 811-54 w a a Br CHECKED BRIDGE NO. ¢ X DESIGN Ken Anthony Stephanie Dulor PREPARED FOR THE Brett MOkley 54-1293 CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT er CHECKED STATE OF CALIFORNIA DETAILS Oscar COCO ROyO GOChOObiOn PROJECT ENGINEER POST MILES II SIGN OFF DATE QUANTITIES BT T i m Fuller CHE Oscar Colcol DEPARTMENT OF TRANSPORTATION 15.2 RETAINING WALL LAYOUT N O . 1 a DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES I SHEETov FOR REDUCED PLANS 0 , 2 ; PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 07 /I 1 2 48 j FILE => $REOUEST 0 Note ©Note 3 Length I Design Heigh RSP B6-21 "a" , + 1/4, Limits off "SECTION A -A" 16'-0" — 16'-0" H=26' H=22'_ Elev Elev-Top of 1116.22 1115.97 wall u 89'-1 1 I/a" (Measured along RW LOL ) I imi+c of "GFrTTOKI Pt -B" 16'-0" 1 0 -0" H=18' H=14' Note 3 1/ Elev T 1 1 1115.48 ------------ I --- r------------------ --------------1---- ------------------ I ' BO -3 ' 4 3-4 I ' I � BO -3 3-2 I o I ' I ' I ' I ' Weep holes � Elev 1096.25 I � ------- I I I______________ Elev 1092.25 I Ir -_j I I Elev 1088.25 3"d holes Typ" Min, ABUTMENT 3 WEST RETAINING WALL (MIRRORED) Note Length Design Height RSP B6-21 "a" + 1/4 IElev 1115.6E 3/16"=1 -0" 46'-101/2" (Measured along RW LOL) Limits of "SECTION A -A" Limits of "SECTION B -B" Note 3 8'-0"— _8'-0" 8'-0" 8'-0" � 8'-0" 6'- 10112". H=24' H=20'H=16'_ 1 H=12' H=6' H=6' ©Note 3 Top of wall Elev Elev 1115.00 1114.09 West East OC (REPLACE) Design H In --------- --- s 26 24'-115/e 4'-61/4 — — 24 — — I ' 4'-51/4 22 20'-8%" 4'-3" 20 — — 18'-67/8, 4'-01/a„ 18 16'-23/4, 3'-81/8„ — I 16 — — � FG 14 11'-3" I � — — 12 I � ORIGINAL SCALE IN INCHES 8'-71/4" 2.-01/8.. I � 5'-71/4 3'-11/4, Roadway surface 1 Elev Elev Elev - 1 1 1 1 1-1_ 79 1 1 1 0.59 --,@ Note 3 Elev 1110.4 Weep holes I ; I 2 1 ' Elev 1097 I I �\ I I I I I 1'-6" Min, Typ Elev 1105.00 lev 1101 � 3"0 holes Elev 1089.00 ABUTMENT 3 EAST RETAINING WALL 3/16"=1 -0" -- Electrolier, Type 15, see RSP ES -6A & "ROAD PLANS" 16'-0" 91-111/8" H=8' H=6' Ele B Elev 111 f 1112.86 r 1 11111 0.52 Roadway - -0B Note 3 f surface ________________ Elev 1110.29 F G �. EIev 1103.50 Elev 1100.25 Footing step, Typ B3-8 * See "TYPICAL SECTION" on "RETAINING WALL LAYOUT NO. 1" sheet Footing step, Typ B3-8 IST COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS )8 /SSB 10 1 14.8/15.5 467 1 566 J 4A 11/12/10 QaOFESS/aN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy ROVD Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE NO. i, Exp. DA e State of California or its officers or agents CIVIL al/ not be responsible for the accuracy or s mpletene5s Of electronic COQieS Of ihi5 plan Sheet. r Tf aF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 NOTES: 1. For "SECTION A -A", see "RETAINING WALL LAYOUT NO. 1" sheet. 2. For "SECTION B -B", see "RETAINING WALL DETAILS" sheet. 3. See "BARRIER GEOMETRY" sheet. TABLE OF CONCRETE DIMENSIONS * PREPARED FOR THEBRIDGE West East OC (REPLACE) Design H In s h s 26 24'-115/e 4'-61/4 — — 24 — — 23'-2% 4'-51/4 22 20'-8%" 4'-3" 20 — — 18'-67/8, 4'-01/a„ 18 16'-23/4, 3'-81/8„ — — 16 — — 13'-81/4 3'-2%'' 14 11'-3" 2'-81/4" — — 12 DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES 8'-71/4" 2.-01/8.. 8 5'-71/4 3'-11/4, REVISION DnrES SHEET ov 6 — — 3'-5'' PROJECT NUMBER & PHASE: 08000007451 * See "TYPICAL SECTION" on "RETAINING WALL LAYOUT NO. 1" sheet Footing step, Typ B3-8 IST COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS )8 /SSB 10 1 14.8/15.5 467 1 566 J 4A 11/12/10 QaOFESS/aN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy ROVD Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE NO. i, Exp. DA e State of California or its officers or agents CIVIL al/ not be responsible for the accuracy or s mpletene5s Of electronic COQieS Of ihi5 plan Sheet. r Tf aF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 NOTES: 1. For "SECTION A -A", see "RETAINING WALL LAYOUT NO. 1" sheet. 2. For "SECTION B -B", see "RETAINING WALL DETAILS" sheet. 3. See "BARRIER GEOMETRY" sheet. DESIGN By CHECKED Ken Anthony Stephane Dulor PREPARED FOR THEBRIDGE NO. CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT By CHECKED DETAILS STATE OF CALIFORNIA Brett Mokley 54-1293 ^ Oscar Calcul Roya Golchoobion PROJECT ENGINEER POST MILES II ey SHE RETAINING WALL LAYOUT NO. 2 SIGN OFF DATE QUANTITIES T i m Fuller Oscar Col co I DEPARTMENT OF TRANSPORTATION 15.2 a DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DnrES SHEET ov FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 07 /1 13 1 48 j FILE => sREOUEST am TYPICAL SECTION NOTES: 1. See "BARRIER GEOMETRY'' sheet Ret Wall (H=12'to H=26') 2. For details not shown see e L� M c o RW LOL Top of wall Horizontal A, 4 Tat 2 W/4 B C [STI COUNTY I ROUTE ITOTAL PROJECT NO SHEETS 18 SB 10 14.8/15.5 468 1 566 0 11/12/10 REGIS RED CIVIL ENGINEER DATE �o eROFEssIo,F'41 .e Fy R.Y. Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE NO. i1 DA e State of California or its officers or agents r Tf CIVIL 0/1 not be responsible for the accuracy or 4 mpleteness of electronic copies of this plan Sheet. Exp. OF CALIFOR�p SANBAG 1170 N 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 the subsequent Design H is required. DESIGN DATA:f'c = 3,600 psi fc = 1,450 psi fs = 24,000 psi n = 10 SURCHARGE: 2 ft for Live Load plus 3 k/ft for Barrier Dead Load SOIL: (4) = 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 11-0.1 0.. 2.. A Note 1 Concrete Barrier Type 26 (Mod), Note 2 N #4 @ 8 Zyp 0 L 6'-0" & Varies 0 DZI #5 @ 9 c 21/2" C I r 0 #6 1@ 6 0 2.. :lU v #4@ 1 8 L W #5 Tot 2N 2"C I r #4 Tot 2 0 TYPICAL SECTION "' Typ #5 Tat 2 M 1 '-0" #4 Tot 6 - #4 18 — U @ Ret Wal I (H=6' to H=8') 2'' Expanded BO -13 Polystyrene 13-2 SECTION B—B �/2"=1 '-0'. — RW LOL _ #4 @ 18 -(B� Note Cut back expanded polystyrene by 6", Typ 4" Expanded Polystyrene L BO -13 13-1 RW \ TABLE OF REINFORCING STEEL DIMENSIONS AND DATA I \ DESIGN OVERSIGHT Design H 6' 8' 12' 14' 16' 18' 20' 22' 24' 26' W 6'-6" 7'-9" 10'-0" 10'-6" 11'-6" 12'-6" 14'-0" 15'-0'' 15'-6" 17'-0" B 2'-9" 3'-3" 4'-6" 5'-0" 5'-6" 5'-6" 6'-6" 7'-0" 6'-6" 8'-0" C 3'-9" 4'-6" 5'-6" 5'-6" 6'-0" 7'-0" 7'-6" 8'-0" 9'-0" 91_0.. F 1 '-4" 1 '-4" 1 '-4" 1 '-4" 1 '-6" 2'-0" 2'-0" 2'-0" 2'-6" 2'-6" K — — — — — 8'-0" 10'-0" 12'-0'' 14'-0" 16'-0" © bars — — #7@12 #7@12 #7@12 #8@12 #8@12 #8@12 #8@12 #9@12 bars — — #60-6 #6@6 #7@6 #70-6 #70-6 #8@6 #8@6 #9@6 q max (ksf) 1.11 1.51 2.39 2.98 3.46 3.74 3.93 4.22 4.82 5.10 q eff (ksf) 0.90 1.18 1.81 2.24 2.60 2.81 2.97 3.20 3.62 3.85 L� M c o RW LOL Top of wall Horizontal A, 4 Tat 2 W/4 B C [STI COUNTY I ROUTE ITOTAL PROJECT NO SHEETS 18 SB 10 14.8/15.5 468 1 566 0 11/12/10 REGIS RED CIVIL ENGINEER DATE �o eROFEssIo,F'41 .e Fy R.Y. Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE NO. i1 DA e State of California or its officers or agents r Tf CIVIL 0/1 not be responsible for the accuracy or 4 mpleteness of electronic copies of this plan Sheet. Exp. OF CALIFOR�p SANBAG 1170 N 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 the subsequent Design H is required. DESIGN DATA:f'c = 3,600 psi fc = 1,450 psi fs = 24,000 psi n = 10 SURCHARGE: 2 ft for Live Load plus 3 k/ft for Barrier Dead Load SOIL: (4) = 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 11-0.1 0.. 2.. A Note 1 Concrete Barrier Type 26 (Mod), Note 2 N #4 @ 8 Zyp 0 L 6'-0" & Varies 0 DZI #5 @ 9 c 21/2" C I r 0 #6 1@ 6 0 2.. :lU v #4@ 1 8 L W #5 Tot 2N 2"C I r #4 Tot 2 0 TYPICAL SECTION "' Typ #5 Tat 2 M 1 '-0" #4 Tot 6 - #4 18 — U @ Ret Wal I (H=6' to H=8') 2'' Expanded BO -13 Polystyrene 13-2 SECTION B—B �/2"=1 '-0'. — RW LOL _ #4 @ 18 -(B� Note Cut back expanded polystyrene by 6", Typ 4" Expanded Polystyrene L BO -13 13-1 RW \ DESIGN B. CHECKED Ken Anthony Stephanie Dulor eT CHECKED DETAILS I \ I \ I \ NO. I \ I \ I \ my I \ DESIGN OVERSIGHT I I I 1 I I RETAINING WALL DETAILS I------------- #5 @ 12 1 9 C ----------- I \ I 5 #5 @ 12 DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) I 16 DISREGARD PRINTS BEARING REVISION OnrES SKEET ov NIL #5 @ 12 �Clr U L� M c o RW LOL Top of wall Horizontal A, 4 Tat 2 W/4 B C [STI COUNTY I ROUTE ITOTAL PROJECT NO SHEETS 18 SB 10 14.8/15.5 468 1 566 0 11/12/10 REGIS RED CIVIL ENGINEER DATE �o eROFEssIo,F'41 .e Fy R.Y. Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE NO. i1 DA e State of California or its officers or agents r Tf CIVIL 0/1 not be responsible for the accuracy or 4 mpleteness of electronic copies of this plan Sheet. Exp. OF CALIFOR�p SANBAG 1170 N 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 the subsequent Design H is required. DESIGN DATA:f'c = 3,600 psi fc = 1,450 psi fs = 24,000 psi n = 10 SURCHARGE: 2 ft for Live Load plus 3 k/ft for Barrier Dead Load SOIL: (4) = 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 11-0.1 0.. 2.. A Note 1 Concrete Barrier Type 26 (Mod), Note 2 N #4 @ 8 Zyp 0 L 6'-0" & Varies 0 DZI #5 @ 9 c 21/2" C I r 0 #6 1@ 6 0 2.. :lU v #4@ 1 8 L W #5 Tot 2N 2"C I r #4 Tot 2 0 TYPICAL SECTION "' Typ #5 Tat 2 M 1 '-0" #4 Tot 6 - #4 18 — U @ Ret Wal I (H=6' to H=8') 2'' Expanded BO -13 Polystyrene 13-2 SECTION B—B �/2"=1 '-0'. — RW LOL _ #4 @ 18 -(B� Note Cut back expanded polystyrene by 6", Typ 4" Expanded Polystyrene L BO -13 13-1 RW DESIGN B. CHECKED Ken Anthony Stephanie Dulor eT CHECKED DETAILS PREPARED FOR THEBRIDGE STATE OF CALIFORNIA Brett MOkley NO. CITRUS AVENUE OC (REPLACE) ^ 54-1293 DESIGN OVERSIGHT POST MILES 15.2 RETAINING WALL DETAILS Xa Oscar COICOI ROyO GOIChoobion PROJECT ENGINEER `"ECKEO QUANTITIES Tim Fuller Oscar GOIc0 DEPARTMENT OF TRANSPORTATION II -:5 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION OnrES SKEET ov 14 1 48 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => $REOUEST "SW" RW LOL N370 33'02''E ( N "DETAIL A -BARRIER" & "DETAIL A -RETAINING WALL" see Note 1 I ,' I � C Edge of Type 5 Footing00 z J I� Edge of Concrete �= Barrier Type 26A I `.J /2" Exp Polystyrene "C14" See "ROAD PLANS" End "SW" RW Type 5 "C14" Sta 800+55.56 16.00' Lt "SW" RW LOL N87044'42"E \1 C14" Sto 800+66.40 " I C29.00' Lt "SW" WALL PLAN Strip /e"=1'-0.. Waterstop BO -1 1 - 4 DD o N "C15" '/2 Exp IPolysty Edge of Type 5 Footing / See "ROAD PLANS" H=4' H=4' zI Weakened BO -3 Plane 3-2 EIev 1117.89 Weakened BO -3 Top of wall EIev 1117.67 2 �I 1 � 1 of i Edge of Concrete M. shall not be responsible for the accuracy or q \ r Tf Barrier Type 26A completeness Of electronic COQieS Of this plan Sheet. aF CALIFOR�p "DETAIL B -BARRIER" EIev 1117.64 & "DETAIL B -RETAINING SAN BERNARDINO, CA 92410 WALL" see Note 1 i FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 3550 VINE STREET, SUITE 120 l I I \ � "SE" RW LOL I- I i N42009'48"W FILE => sREOUEST ' Z � RW Stem Limits of payment for Concrete Barrier Type 26A (Mod) Begin "SW" Ret Wall vn WesWes=Wa I I RW LOL N05012'44"E End Abut 1 West Ret Wall "CI" Line Sto 48+74.57 68.85' Lt Strip BO -1 Waterstop 1-4 \ Begin "SW" RW Type 5 'Cl" Line Sto 48+74.72 64.65' Lt = "C14" Sta 800+77.99 29.00' Lt End "SE" Ret Wall Be in "SE" RW Type 5 -0" "Cl" Line Sto 48+64.94 63.25' Rt = "C15" Sto 802+11.58 17.00' Lt Length of RW Design Height Abut 1 East Ret Wall, Note 2 - RW LOL Top of wall -------- N00008'05"W EIev 1117.39 --T RW Stem JEnd Abut 1 East Ret Wall "CI" Line Sto 48+65.10 A 67.42' Rt "C15" Sto 802+35.55 1 7.00' Lt "SE" RW LOL N87°41'10"E End "SE" RW Type 5 "C15" Sto 802+46.40 4.00' Lt "SE" WALL PLAN /B"=1 -0.. Length of RW Design Height Top of wall EIev 1118.10 28"-61/4" (Measured along "SW" RW LOL) 1 1 '- 71/8„ 16'- 1 1 I/8 , H=4' H=4' Top of wall Weakened BO -3 Plane 3-2 EIev 1117.89 Weakened BO -3 Top of wall EIev 1117.67 2 FG 1 � 1 FG i EIev 1112.50 EIev 1112.50 "SW" WALL DEVELOPED ELEVATION 1/4'= 1 '- 0" limits of nnvment fnr Cnncrete Rnrrier Tvne 26A (Mc)r11 40'-10T/8" (Measured along "SE" RW LOL) 1 6'- 1 1 1/4" 23'- 1 1 5/8" H=4' H=4' /(!��% �//�J 11/12/10 QaoFESS/aN End "SW" Ret Wall Top of wall Weakened BO -3 Top of wall EIev 1117.67 Plane 3-2 EIev 1117.99 2 — ROVD Gol cFwobian = 1/6/11 °J047315 NO. � 1 FG i i, Exp. DA The State of California or its officers or agents CIVIL II a shall not be responsible for the accuracy or q \ r Tf EIev 1113.50 B0_3 EIev 1113.50 3-1 "SE" WALL DEVELOPED ELEVATION /,"=1-o" NOTES: 1. For "DETAIL A & B -BARRIER" & "DETAIL A & B -RET WALL", see "TYPE 5 RETAINING WALL DETAILS" sheet. 2. For Abutment 1 West & East Layouts, see "RETAINING WALL LAYOUT NO.1" sheet. 3. Concrete Barrier Type 26A not shown on developed elevation views. Tubular Hand Railing B11-51 4'-0" to 5'-0" See "ROAD PLANS" Begin _____ "SE" Ret Wall 1/2" Expanded Polystyrene, Typ Concrete Barrier Type 26A (Mod) 611-54 Geocomposite drain, see "MISCELLANEOUS DETAILS" sheet Retaining Wall Type 5 m x C: a0 0 Retaining Wal I SECTION A -A 3/4"=1 '-0" M Type 5 RW LOL Top of wall r -FG I DIST COUNTY ROUTE I TOTAL PROJECT NO SHEETS 08 SB 10 14.8/15.5 469 1 566 PREPARED FOR THEBRIDGE Brett Makley STATE OF CALIFORNIA /(!��% �//�J 11/12/10 QaoFESS/aN End "SW" Ret Wall OC (REPLACE) REGIS RED CIVIL ENGINEER DATE �o 41 54-1293 .e Fy POST MILES 15.2 — ROVD Gol cFwobian = 1/6/11 °J047315 NO. WALL L A Y O U T PLANS APPROVAL DATE i, Exp. DA The State of California or its officers or agents CIVIL II a shall not be responsible for the accuracy or q \ r Tf DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) completeness Of electronic COQieS Of this plan Sheet. aF CALIFOR�p Top of wall SANBAG EIev 1117.64 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 3550 VINE STREET, SUITE 120 j RIVERSIDE, CA 92507 Tubular Hand Railing B11-51 4'-0" to 5'-0" See "ROAD PLANS" Begin _____ "SE" Ret Wall 1/2" Expanded Polystyrene, Typ Concrete Barrier Type 26A (Mod) 611-54 Geocomposite drain, see "MISCELLANEOUS DETAILS" sheet Retaining Wall Type 5 m x C: a0 0 Retaining Wal I SECTION A -A 3/4"=1 '-0" M Type 5 RW LOL Top of wall r -FG I DESIGN By CHECKED Brett Makley Stephane Dulor BT CHECKED DETAILS PREPARED FOR THEBRIDGE Brett Makley STATE OF CALIFORNIA NO. CITRUS AVENUE OC (REPLACE) ^ 54-1293 DESIGN OVERSIGHT POST MILES 15.2 TYPE 5 RETAINING WALL L A Y O U T Oscar Colcol Roya Golchoobion PROJECT ENGINEER QUANTITIES BT T i m Fuller SHE Oscar Col co I DEPARTMENT OF TRANSPORTATION II a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVI51oN DnrES SHEET ov os IO 07 lI 15 1 48 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATESIlnlno j FILE => sREOUEST ( ( I F shoulder, see "ROAD PLANS" 'SW" RW L01 DETAIL A—BARRIER /2"=1 -0.. )utside face nside face Edge of ramp shoulder, see ''ROAD PLANS" Concrete Barrier611- Type 26A Reinf Edge of Concrete — Barrier Type 26A Modified — front face transition I i i I i i 'SE" RW LOL i I End "SE" RW Type 5 DETAIL B -BARRIER Edge of ramp Edge of footing shoulder, see ''ROAD PLANS" I Edge of Concrete Barrier Type 26A Inside face Outside face 1ST COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS 08 SB 14.8/15.5 14 70 566 X100 11/12/10 REGIS RED CIVIL ENGINEER QaGFESS/bN DATE 41 �o .e Fy c ROVD Gol cFwobiOn = 1/6/11 °J NO. 047315 PLANS APPROVAL DATE i, DA to State of Cali (ornio or its officers or agents Exp. CIVIL V/1 not be responsible for the oCCurocy 7mpleteness of electronic copies of this or q pion sheet. rTf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 NOTE: For location of Detail A & B, see ''TYPE 5 RETAINING WALL LAYOUT" sheet Type 5 Ret Wall Standard Reinf 63-� #5� Type 5 Ret Wall Flare Reinf B3-7 Standard Reinf at standard spacing I '� I , Inside face ( I of Ret Wall ( Outside face J of Ret Wall Edge of footing Outside face I Flare Reinf of Ret Wall I I at minimum 'SE" RW LOL i /2 spacing i Inside face ; o of Ret Wall I Edge of ramp I .I shoulder, see End "SE" RW Ty e 5 w "ROAD PLANS'' 0 DETAIL A—RETAINING WALL DETAIL B—RETAINING WALL w /2"=1 -0" /2"=1 0 Br CHECKED¢ X DESIGN Brett Mokley Stephone Dulor PREPARED FOR THE DG1293 CITRUS AVENUE OC (REPLACE) 0 DESIGN OVERSIGHT DETAILS BT CHECKED STATE OF CALIFORNIA Brett Mokley 54 Colc X QUANTITIES By Oscar l ler CIE KED a Go choobian DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST5MIZLES SIGN OFF DATE Tim Fuller Oscar Col�ol TYPE 5 RETAINING WALL DETAILS a DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REv15111 OnrES SHEET ov FOR REDUCED PLANS 0 1 2 ; IPROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 07 /1 16 48 j FILE => sREOUEST 1ST COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS 08 SB 14.8/15.5 472 1 566 X100 11/12/10 PREPARED FOR THE REGIS RED CIVIL ENGINEER QaoFESS/aN DATE �o 41 (REPLACE) .e Fy c DESIGN OVERSIGHT R.Y. Gol cFwobiOn = 1/6/11 °J CHECKED NO. 047315 PLANS APPROVAL DATE 54-1293 to State of California or its officers or agents Exp. i� DA CIVIL V/l not be responsible for the accuracy 7mple fene5s 0( electronic COQieS Of this orrs plan Sheet. Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET Oscar COCO SAN BERNARDINO, CA 92410 vertical, see Note 7 T.Y. LIN INTERNATIONAL Typ Typ 2" 2"into 3550 VINE STREET, SUITE 120 I RIVERSIDE, CA 92507 into pier cap Pier cap Clr NOTES: 1.No splice is allowed in pier columns #11 bars. 2. Only ultimate butt splice is allowed for all spiral or hoops. 3. Hook spiral by an extra turn in spiral coil with a tail equal in length to diameter of rebar cage passing through core of column. 4. Hoops and top of column #11 bars may be cut slightly when in conflict with post tensioning ducts. a 5. See ''PIER WALL DETAIL No.1" sheet for "FLARE DETAILS" 6. See ''SECTION B -B" & ''DETAIL C" on "PIER WALL LAYOUT STAGE 1" sheet 7. See ''PIER WALL LAYOUT STAGE 1" sheet for "SECTION B -B" X Br DESIGN Roya Golchoobian #9 dowels, PREPARED FOR THE ELEVATION (R (REPLACE) ¢ DESIGN OVERSIGHT �U �� galvanized CHECKED STATE OF CALIFORNIA 1/4' =1 -0. 54-1293 #5 1 cross ties (A 6 horizontal and #5 Tot 5'Cl" Line Oscar COCO �I 3V2' C1r vertical, see Note 7 # 11 Tot 14 Typ #5 6 Extend 4'-10" extend Typ Typ 2" 2"into I II into pier cap Pier cap Clr rL Pier 2 Br CHECKED I o — — — -- --- — — — — — SIGN OFF DATE QUANTITIES Tim Fuller M 3"-0" 15.2 #5�: #5 9 6 #6 (A 4 #5 @ 6 6 Typ Vert Horiz REVISION DATES I SHEETov 2"-0%' 14 Equal spaces 3"-6" = 49"-0'' 3"-1 1 o , z 3 & Vor CONTRACT NO.: 08-468104 EARLIER REVISION DATES IIn710 05 10 07 /1 1B 4" j 52"-10%'' Min & Varies 2"-15/B" FILE => sREOUEST SECTION A -A /2"=1 "-0" X Br DESIGN Roya Golchoobian CHECKED Stephanie Dulor PREPARED FOR THE CITRUS AVENUE OC (REPLACE) ¢ DESIGN OVERSIGHT Br DETAILS CHECKED STATE OF CALIFORNIA Brett Makley 54-1293 Oscar COCO ROyO GOChOObiOn PROJECT ENGINEER POST MILES II X Br CHECKED PIER WALL LAYOUT STAGE 2 SIGN OFF DATE QUANTITIES Tim Fuller Oscar COIc0 DEPARTMENT OF TRANSPORTATION 15.2 a DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES I SHEETov FOR REDUCED PLANS o , z 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES IIn710 05 10 07 /1 1B 4" j FILE => sREOUEST Const joint — 3'-0. #q� stitch ties Tot 4 @ 6 O.C. Utility openings B71_1 CL Pier 2 —� 5'-0'' #6 Tot 6 I Omit upper #4 (Stage 1) Omit upper #5 (Stoge 2) PIER WALL CAP DETAIL 1"=1'-0" * - Extend 3'-9" into closure pour 3'' Typ BO -5 BO -5 5-10 5-11 Limit of or and distribution bors, Typ -- #8 Tot 5 Cont 4" fillet, Typ #8 Tot 6 Cont #7 ALJ stirrups @ 6 0. C. #7 Tot 6 Cont #8 Tot 4 Cont Pier 2 I O 1'-6" i 3"-0" 1'-6" L a/ > A N N L o In - x # +- -6 N N — N O L O U = U +L L '0LOai 8#> L N > a) N •L 0 Do � x N_ + C6 *L In O 1n 0 2 0 U U L L Ln � a) ##> 111 T r 111 IAN A I I T'I A 117% r' r%r-r A T I Y4' =1 -0" v 1ST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS 08 1 SB 10 1 14.8/15.5 473 1 566 A 11/12/10 REGIS RED CIVIL ENGINEER DATE 'v 41- �O .e Fy c ROVD Gol cFwobian = 1/6/11 °J NO. 047315 PLANS APPROVAL DATE a i, ,}A to State of Cali Tornio or its officers or agents Exp.CIVIL V/1 not be responsible for the accuracy 7mpleteness of electronic copies of this or 4 plan sheet. rTf OF CALIFO��p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Polystyrene I cu -1J 1" Premolded exponsion joint filler 3" 1"-0" o a Pier 2 Pier 2 — - — - - - — - — - — - — - - - — - — - — - — - — -rn—t IIM4�� - - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - 0 0 5" #9 dowels Roughen surface galvanized to I/q" amplitude II 0 _ w PART PIER WALL KEY PLAN o SECTION X—X J I/2"=1 "-0" a By CHECKED ¢ X DESIGN Roya Golchoobian St phone Dulor PREPARED FOR THE Brett Mokley 54DG1293 CITRUS AVENUE OC (REPLACEJ- FOR 0 BT CHECKED STATE OF CALIFORNIA DESIGN OVERSIGHT DETAILS X OUANTITIES BT Oscar Co co CIE KED a Golchoobian DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST5MIZLES SIGN OFF DATE Tim Fuller Oscar Calcul PIER WALL DETAILS NO. 1 a ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEETDESIGN DETAIL SHEET (ENGLISH) (REV.7/16/101 REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 07 /1 19 48 j FILE => sREOUEST C LC G IZ Pier 2 Top of barrier GEOMETRY 'ie L a� Ln N .L O 2 LO 8 Q0 SECTION A -A 12„-1 '-0.. � Pier 2 Top of barrier REINFORCEMENT IST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS )8 SB X100 14.8/15.5 474 1 566 11/12/10 QaGFESS/aN REGIS RED CIVIL ENGINEER DATE :� Fy _ ROVD Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE a N0. i� Exp. DA e State of Colifornio or its officers or agents CIVIL a// not be responsible for the occurocy or s mpleteness of electronic cOQies of this plan Sheet. I Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Tnn of hnrripr DART DIGRWAI I GI C\/ATTOKI (:J_ I/z =1 - 0 a a Note: Stage 1 shown, stage 2 similar a X By CHECKED DESIGN Roya Golchoobian Stephane Dulor BT DHEDKED DETAILS PREPARED FOR THE Brett Mokley STATE OF CALIFORNIA CITRUS AVENUE OC (REPLACE) ¢ 54DG1293 DESIGN OVERSIGHT POST S MILES Z PIER WALL DETAILS NO. 2 X Golchoobian PROJECT ENGINEER OUANTITIES BT Oscar Co co CIE KED Tim Fuller Oscar Calcul DEPARTMENT OF TRANSPORTATION a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/101 ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF tt II/17/10 05 10 07 /I 20 48 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST "CI" Line Profile Grade Extend transverse bars into closure pour S 31/2 � I o I�ll�/ In Nyootte,I> o� C\J Lo9 Do � Note 9ele 99 � L;' Note 8 4'-0" 9'-10" DESIGN OVERSIGHT 4 CA 9'-4" = 37'-4" For slob and girder flares see "GIRDER STATE OF CALIFORNIA 9'-10" Closure \- Soffit access openings, Pour, see see "GIRDER LAYOUT STAGE 1" "CLOSURE POUR sheet DETAIL" (STAGE 1) TYPICAL SECTION Girder, Typ 1 '- 7"! 1 '-7" Typ Typ L U #7 Tot 4 per bay I/2 bar #11 Cont Tot 8 spacing, Typ Typ per bay, Note 1 BO -5 BO -5 5-10 5-11 #5 S=11, or Place parallel to support and space along CL bridge #11 Cont Tot 12 Typ per bay, Note 1 #4 Cont Tot 4 Per bay #5 Cont Tot 7 Per bay /2 bar spacing, Typ U - 12" Dia Water Line in 20" Casing (Fontana Water) 2O - 3" Signal conduit 3O - 2" Signal conduit O - Future utility opening 5O - 6-5" Conduits (SCE) © - 3" NPS Supply line (Bridge) 0 - 2" Sprinkler Control Conduit, see "ROAD PLANS" O - 3" Ramp Metering Conduit O- 1112" Lighting Conduit 10 - 2-5" Future utility conduits Concrete Barrier Stage 2 Const Type 26 (Mod) — -- %4" Drip groove 6" #11 Cont Tot 1 per girder Note 1 (STAGE 1) PART TYPICAL SECTION I/2"=1 '-0" IST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS )8 SB X100 14.8/15.5 475 1 566 11/12/10 QaGFESS/aN REGIS RED CIVIL ENGINEER DATE .e Fy c R.Y. Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE NO. i, Exp. DA e State of Californio or its officers or agents CIVIL he a// not be responsible for toccurocy or "4 mpleteness of electronic copies of this plan Sheet. Tf OF CALIFGR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 4'-0" Stage 1 Const Closure pour 3'-6" CLOSURE POUR DETAIL Y4"=1 '-0.- Barrier -0" Barrier dowels, Note 8 31/2 NOTES: DESIGN By Roya Golchoobian Clr 1. Only Service butt splice is NO. CITRUS AVENUE OC (REPLACE) allowed for #11 bars DESIGN OVERSIGHT #11 Cont Tot 2 1 per girder 2 For slob and girder flares see "GIRDER STATE OF CALIFORNIA Brett MOkley 54-1293 Note 1 LAYOUT STAGE 1" sheet Oscar Colcol Roya Golchoobian 111/2" X 12" 3. For girder stirrups see "GIRDER II Xa" LAYOUT STAGE 1" sheet QUANTITIES keys, Tot 3 DEPARTMENT OF TRANSPORTATION 15.2 TYPICAL SECTIO N STAGE 1 A. See "ELECTRICAL DRAWINGS" for SCE TlFuller Oscar GOlca Conduits a 137-1 ORIGINAL SCALE IN INCHESJ UNIT: 2232 B-1 5. For Manhole Locations, see REVISION OnrES SNEET ov 'J/ "GENERAL PLAN" sheet 0 1 2 3 PROJECTNUMBER & PHASE: 08000007451 #11 Cont Tot 2 6. For Girder Stem Access Opening per exterior 05 10 07 /I 21 1 48 Locations, see "GIRDER LAYOUT STAGE 1" girder Note 1 sheet 7. See "BARRIER DETAILS" sheet. Adjust 87-1 FILE _> $REOUEST location to clear prestressing ducts. #4 CA 12 S-2 8. SCE to furnish and install concrete Place parallel to C support supports and epoxy adhesive. and space along (L bridge 9. Contractor shall furnish and install concrete supports. See Fontana Water plans for details. DESIGN By Roya Golchoobian CHECKED Stephanie Dulor PREPARED FOR THEBRIDGE NO. CITRUS AVENUE OC (REPLACE) El DESIGN OVERSIGHT eT DETAILS `"ECxE° STATE OF CALIFORNIA Brett MOkley 54-1293 ^ Oscar Colcol Roya Golchoobian PROJECT ENGINEER POST MILES II Xa" QUANTITIES `"E`xm DEPARTMENT OF TRANSPORTATION 15.2 TYPICAL SECTIO N STAGE 1 SIGN OFF DATE TlFuller Oscar GOlca a DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHESJ UNIT: 2232 DISREGARD PRINTS BEARING REVISION OnrES SNEET ov z FOR REDUCED PLANS 0 1 2 3 PROJECTNUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II /11/10 05 10 07 /I 21 1 48 j FILE _> $REOUEST Concrete Barrier Type 26 (Mod) 6'-0" Min & t7 Varies 1 '-6" %4" Drip groove 6" Barrier dowels, Note 5 7 31/2 \ c I/ #11 Cont Tot 2 per girder Note 1 1112" X 1 2.. keys, Tot 3 B7-1 3@) "Cl" Line Varies 54'-9" to 66'-8%" 44'-9" 58'-6" Q Abut 1, 47'-8" @ Pier 2 & Q Abut 3 3'-0" UTILITIES 0 - 2" Loop Detector Conduit, see "ELECTRICAL PLANS" 6O - 3" NPS Supply line (Bridge) 7O - 2" Sprinkler Control Conduit, see "ROAD PLANS" 9O - 11112" Lighting Conduit,see "ELECTRICAL PLANS" 10 - 2-5" Future utility conduits 811-54 BO -5 11 - 6 - 1/2" Fiber Optic Conduits, see "ROAD PLANS" 5-2 Profile Grode n v I I 2% -2% 00 --L-_L---- I 1 4" Fillet 1'-0" & Typ I Var, Typ L 3. - a I ti 06 9.. 6 Equal Spacing Closure Pour, Note 2 (STAGE 2) TYPICAL SECTION I/4"=1 '-0.. C Girder, Typ 1'-10", 1'-10" \ Typ Typ = I� N #11 Cont Tot 1--, I c o per girder Note 1 #11 Cont Tot 2 per exterior girder Note 1 B7-1 #51 1 e 16" S-2 Place parallel to Z support and space along (L bridge L U U BO -5 5-10 #6 S=11, z — or Place parallel to support and space along bridge #11 Cont Tot 12 Typ per bay, Note 1 #4 Cont Tot 4 Per bay #5 Cont Tot 11 Per bay #7 Tot 4 per bay '/2 bar � 1 #11 Cont Tot 8 spacing, Typ Typ per bay, Note 1 (STAGE 2) PART TYPICAL SECTION 1/2"=1 -0'- 1/2 b a r spacing, Typ BO -5 B7-1 BS -5 ISTI COUNTY ROUTE I TOTAL PROJECT ' NO SHEETS 08 S13 14.8/15.5 476 1 566 X100 /00 — 11/12/10 PREPARED FOR THE REGIS RED CIVIL ENGINEER QaoFESS/aN DATE 41 (REPLACE) �o .e Fy DESIGN OVERSIGHT R.Y. Gol cFwobiOn 1/6/11 = °J047315 CNEDxED NO. PLANS APPROVAL DATE 54DG1293 i1DA to State of Colifornio or its officers or agents Exp.CIVIL V/1 not be responsible for the occurocy 7mpleteness of electronic copies of this or s plan Sheet. rTf OF CALIFOR�p SANBAG 1170 N 3RD STREET OSCOr COICOI SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL POST MILES 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 X FALSEWORK RELEASE Folsework shall be released as soon as permitted by the specifications. Closure pour shall not be placed sooner than 60 days after folsework had been released. LEGEND - Concrete Fascia, see "BARRIER DETAILS" sheet "CI" Line Extend transverse bars into closure pour NOTES: 1. Only Service butt splice is allowed for #11 bars 2. See "CLOSURE POUR DETAIL" on "TYPICAL SECTION STAGE 1" sheet 3. For slab and girder flares see "GIRDER LAYOUT STAGE 2" sheet 4. For girder stirrups see "GIRDER LAYOUT STAGE 2" sheet 5. See "BARRIER DETAILS" sheet. Adjust location to clear prestressing ducts. X Br DESIGN Roya Golchoobian CHECKED Stephanie Dulor PREPARED FOR THE CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT Br DETAILS CNEDxED STATE OF CALIFORNIA Brett MOkley 54DG1293 OSCOr COICOI ROyO GOIChOObiOn PROJECT ENGINEER POST MILES II X QUANTITIES Br `NECKED DEPARTMENT OF TRANSPORTATION 15.2 TYPICAL SECTION STAGE 2 SIGN OFF DATE Tlm Ful ler Oscar Calaa a DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DnrES I —ETov FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 07 /I 22 1 48 j FILE _> sREOUEST "Cl'' Line 87-10 Note 2 O N `n ---- 0 m B7-10 11–'z 24'-0'' T 24'-0" T Extend transverse Reinf 3'-9" interior Girder I InteFiloa�eGirder I IZ Abut 1 into closure pour Abut 3 I Vent BV -11 , TYP LEdge of Closure pour CL Pier 2 ----------------- ----- ------------------------------------------------- - I- — - — - — - — - — - — - — ---- I IN L � I REGIS RED CIVIL ENGINEER U-8 — - — - — - - — - — - — - — -- 18' -- I — - — - 18" PLANS APPROVAL DATE CHECKED Stephane Dulor 18" The State of Colifornio or its officers o I---- ------- - - CITRUS AVENUE OC (REPLACE) shall not be responsible for the oCcuroCy DESIGN OVERSIGHT completeness of electronic copies of ihi O -- -------- - - - --- --- --- -- - - - - - SANBAG i4'-0„ 1110 N 3RD STREET ISAN 12 " 18 j 18" 12" - Typ BT QUANTITIES CHECKED T t- - - - - -- Tim Fuller (!Scar Calaa - - -- - 2 - - -- — — DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 1 REv151oN DATE$ SHEET of 1 2- I- 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 07 /I 23 4B j FILE => sREOUEST Note 4 a 1 8 1 2.. -q Note 3 12' 18 Girders 3, Edge of deck = B7-10 Edge of girder U-7 B/ 0-5 \ or / BO -5 Note 3 3" (STAGE 1 ) S-3 PLAN 3i V COUNTY ROUTE SB 10 DTAL PROJECT NO SHEETS 14.8/15.5 477 566 11/12/10 apFEsS/a DATE �O Q N41 11 Fy ROVD Gol cFwobiOn = w No. 047315 i� Exp. DA r ogents C I V IL or s !"4)1e -plan sheet. OF CALI'DR�`P U I T.Y. LIN INTERNATIONAL �— 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Soffit access B14-5 m opening, Tot 4 I_ � NOTES: _ _ _ _ _ — _ — _ — _ __ — _ 4 ° 1. 2'-4" Dia opening -5 or BO -5 10 5-11 3" V� In for waterlines. 10 0 2. 1'-8" Dia opening M for future utility opening 11 3. 1-6"W X 2'-2"H opening 0 for SCE Conduits 4. 1'-2" Opening for supply line O see B7-10 B14-4 U-3 Note 1 B7-10 U-3 CL Girders Note 3 LEGEND: - Indicates girder stem width 14' - Indicates soffit slab thickness m - Indicates theoretical point of no stressing (STAGE 1) LONGITUDINAL SECTION (5(5(5 137-110 REGIS RED CIVIL ENGINEER U-8 1/6/11 Note 2 PLANS APPROVAL DATE CHECKED Stephane Dulor PREPARED FOR THE The State of Colifornio or its officers o — . CITRUS AVENUE OC (REPLACE) shall not be responsible for the oCcuroCy DESIGN OVERSIGHT completeness of electronic copies of ihi O STATE OF CALIFORNIA Brett MOkley 54DG1293 SANBAG F 1110 N 3RD STREET ISAN BERNARDINO, CA 92410 U I T.Y. LIN INTERNATIONAL �— 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Soffit access B14-5 m opening, Tot 4 I_ � NOTES: _ _ _ _ _ — _ — _ — _ __ — _ 4 ° 1. 2'-4" Dia opening -5 or BO -5 10 5-11 3" V� In for waterlines. 10 0 2. 1'-8" Dia opening M for future utility opening 11 3. 1-6"W X 2'-2"H opening 0 for SCE Conduits 4. 1'-2" Opening for supply line O see B7-10 B14-4 U-3 Note 1 B7-10 U-3 CL Girders Note 3 LEGEND: - Indicates girder stem width 14' - Indicates soffit slab thickness m - Indicates theoretical point of no stressing (STAGE 1) LONGITUDINAL SECTION (5(5(5 a 0 No Scale X Br DESIGN Roya Golchoobian CHECKED Stephane Dulor PREPARED FOR THE CITRUS AVENUE OC (REPLACE) ¢ 0 DESIGN OVERSIGHT BT DETAILS CHECKED STATE OF CALIFORNIA Brett MOkley 54DG1293 Oscar 001001 ROyO GOIChOObiOn PROJECT ENGINEER POST MILES II X BT QUANTITIES CHECKED DEPARTMENT OF TRANSPORTATION 15.2 GIRDER LAYOUT STAGE 1 SIGN OFF DATE Tim Fuller (!Scar Calaa a DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REv151oN DATE$ SHEET of FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 07 /I 23 4B j FILE => sREOUEST I CL Abut 1 g7-1 Vent V_ 1 TYP CL Girders I B7-10 U-3 — — Note 1 Edge of deck = Edge of girder 0" "C I" Line No 3" � Abut 1 M +I 0.4 L1 3" n N 40OA" @12" or Limits of ''SECTION A -A" C Pier 2 BC Sto 50+11.71 24'-0" T 24'-0" T 52.84' Lt Interior Girder I Interior Girder CL Citrus Ave Flare Flare B7-10 I EC Sta 50+35.01 U-7 I O 51.75'Lt u7 _ — N Citrus Ave 11=771 J (STAGE 2) Z s-3 PLAN �3�1 Pier 2 Abut 3 B7-10 I Girders U-3 Note 1 I----------------------- ...... ------ Extend transverse Reinf 3'-9" into closure pour 3„ BO -5 or, BO -5 L1 L2 0.1 L1 0.1 L2 Center of gravity of prestressing force. Path is a parabolic curve between points shown. 14" I 14' �4 00 LID 3., ,1 3 M 24'-0" 24'-0" Slab flare Slab flare 300-6" 40@,4" 50@4" 25@9" m 1ST COUNTY I ROUTE I " NO SHEETS TOTAL PROJECT I 08 SB 14.8/15.5 478 1 566 X100 11/12/10 LONGITUDINAL SECTION REGIS RED CIVIL ENGINEER QaoFESS/aN DATE �o 41 o .e Fy ROVD Gol cFwobiOn 1/6/11 = °J Na. 047315 12" a � DA to State of California or its officers or agents Exp. CIVIL V/1 not be responsible for the accuracy 7mpleteness of electronic copies of this or s plan sheet. rTf OF CALIFOR�p _ --------- 1170 N 3RD STREET 12' SAN BERNARDINO, CA 92410 I 18" 3550 VINE STREET, SUITE 120 rn 18' PROJECT ENGINEER MJ__ __ II D BT QUANTITIES CHECKED DEPARTMENT OF TRANSPORTATION 15.2 GIRDER LAYOUT STAGE 2 SIGN OFF DATE Tim Fuller Oscar Calaa a DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/101 ORIGINAL SCALE IN INCHES 12' 'a 18' I 18" 12.. FOR REDUCED PLANS0 I 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES IIn 7n0 05 10 07 /I 2q 4 $ j 12' m m 18' ' I 18 12.. ------ ------ --- 18 18------- --------- Edge of Closure pour 3 3" J (STAGE 2) Z s-3 PLAN �3�1 Pier 2 Abut 3 B7-10 I Girders U-3 Note 1 I----------------------- ...... ------ Extend transverse Reinf 3'-9" into closure pour 3„ BO -5 or, BO -5 L1 L2 0.1 L1 0.1 L2 Center of gravity of prestressing force. Path is a parabolic curve between points shown. 14" I 14' �4 00 LID 3., ,1 3 M 24'-0" 24'-0" Slab flare Slab flare 300-6" 40@,4" 50@4" 25@9" m 1ST COUNTY I ROUTE I " NO SHEETS TOTAL PROJECT I 08 SB 14.8/15.5 478 1 566 X100 11/12/10 LONGITUDINAL SECTION REGIS RED CIVIL ENGINEER QaoFESS/aN DATE �o 41 o .e Fy ROVD Gol cFwobiOn 1/6/11 = °J Na. 047315 PLANS APPROVAL DATE a � DA to State of California or its officers or agents Exp. CIVIL V/1 not be responsible for the accuracy 7mpleteness of electronic copies of this or s plan sheet. rTf OF CALIFOR�p SANBAG 1170 N 3RD STREET CHECKED SAN BERNARDINO, CA 92410 54DG1293 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 ROya GOIChOObiOn Fro NOTE: 1. 1'-2" Opening for supply line see w 614-4 I LEGEND: Indicates girder stem width N D - Indicates soffit slab thickness o f ® - Indicates theoretical point of no movement for one end stressing 8" tails 1 , Maxbend #4 ��_@24 M Hook around stirrup le gg Alternate sides for 135 hook. Place one above top duct and one below bottom duct � Left Exterior Girder Face of y girder Abut 3 a 0.4 L2 �.-- Prestress Duct M +I #4 24'' Max St i rrup Place duct against Legs and hook tie around N stirrup leg on outside of curve 3.. SECTION A—A rr 1r Not To Scale 50@,4" #6 Land E and U stirrup spacing (STAGE 2) B8-5 0 LONGITUDINAL SECTION (5(5 o No Scale X Br DESIGN Roya Golchoobian CHECKED Stephane Dulor PREPARED FOR THE CITRUS AVENUE OC (REPLACE) ¢ DESIGN OVERSIGHT BT DETAILS CHECKED STATE OF CALIFORNIA Brett MOkley 54DG1293 Oscar COICOI ROya GOIChOObiOn PROJECT ENGINEER POST MILES II X BT QUANTITIES CHECKED DEPARTMENT OF TRANSPORTATION 15.2 GIRDER LAYOUT STAGE 2 SIGN OFF DATE Tim Fuller Oscar Calaa a DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/101 ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET ov tt FOR REDUCED PLANS0 I 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES IIn 7n0 05 10 07 /I 2q 4 $ j FILE => sREOUEST 8"-0" 1'-6" BO -5 BO -5 � Abut Brg 5-10 5-11 3" Limits of or, Distribution reinforcement 8'-0" 6 #9 Cont I #51 6 Note 3 Note 1 Const Jt t \\ Abut 5 RW 1 Type Abut 1 IST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS )8 !�%SB X100 14.8/15.5 479 566 //2 , — 11 // 11/12/10 Q..FESS/oN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy ROVD Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE No. i� DA e State of Cali (ornio or its officers or agents Exp. CIVIL o// not be responsible for the accuracy or r s mpleteness of electronic copies of this pion sheet. Tf OF CALIFOR�p SANBAG Pier 2 Abut 3 1170113RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL ___ t_ _ _ _ CONCRETE STRENGTH AND TYPE L IMI TS RIVERSIDEE,, CCA VIE5,SUIIE,2U , RIVERSIDE, 92507 B8-5 No Scale 4" fillet 13 g Note3@ 6 OC STAGE -1 i - Structural Concrete, Bridge (5.0 ksi @ 28 days) t PRESTRESSING NOTES #5 Tot Structural Concrete, Bridge (3.6 ksi C4 28 days) Ea side ' #5 (A 12 Total Pjack = 17,925 kips Note 4 ® - Structural Concrete, Bridge Footing (3.6 ksi O 28 days) Right Exterior Girder Pjack = 3,351 kips Utility Other Girders Pjack = 14,574 kips openings t ' I 11 #10 6 OC - Structural Concrete, Approach Slab (3.6 ksi O 28 days) �- - -- - - - Note 3 270 ksi Low Relaxation Strand: B7-10 , - Structural ® Concrete, Retaining Wall (3.6 ksi @, 28 days) Total Number of Girders = 7 NOTES: Anchor set = 3/8 in. 6 #10 Cont Note 3 Limits of transverse 1. Place parallel to � girders and space normal to � girders ) be Distribution of prestress force (Pjack)between )be 3" bottom slab reinforcement girders shall not exceed the ratio of 2, Only Service butt splice is allowed for #9 and #10 bars Maximum force variation between right exterior girder and right first interior girder shall not exceed 925 kips 8'- 0 3. Extend to edge of exterior girder and 3'-6" into closure pour Maximum final force variation between girders shall not exceed 725 kips. END DIAPHRAGM 4. Place parallel to (L girders and space along CL abutment Final force variation shall distribute the greater force to the exterior girders. 3 / Camber Line Pack for right exterior girder shall not be less than shown above. g Camber Line 0 0 Concrete: f'c = 5000 psi 9 28 days o � w 0 o o f"ci = 4500 psi O time of stressing v o0 0 0 0 0 00 0 o Contractor shall submit elonggation calculations a o 0 o Profile Line a o o Profile Line based on initial stress at [Z] = 0.915 times �I o 0 0, o jacking stress. One -end stressing shall be performed from Abutment 3 end. L STAGE -2 a d Q E,_ a N CL N 0. 0 a 0. N CL CL ,� Q a In D. a PRESTRESSING NOTES N In Ln N N M (4 Total Pjack - 19,365 kips RIGHT EDGE OF DECK LEFT EDGE OF DECK Left Exterior Girder Puck = 31579 kips m Other Girders Pjack = 15,786 kips - _ Camber Line _ Camber Line 270 ksi Low Relaxation Strand: ^ „ + N o M o 0 + 0 0 cv In 0 M 0 Total Number of Girders = 7 w a o 0 0 0 0 0 0 0 0 Profile Line a o 0 0 0 0 00 0 o Profile Line Anchor set = 3/8 in, 0 a �I o o c� o Distribution of prestress force (Pjack) between � girders shall not exceed the ratio of 3:2. N N �' M N N N N M Maximum force variation between left exterior girder a c c L c o c + o c c L c o c + and left first interior girder shall not exceed 950 kips. a as a 4) a a as o a °a as 0 n Maximum final force variation between girders v v) v> a_ N N vl a N v) N a In N v> a shall not exceed 725 kips. �I c4 Final force variation shall distribute the greater force N M N M N to the exterior girders. Pjack for left exterior girder sholl not be less LEFT EDGE OF DECK RIGHT EDGE OF DECK than shown above. Concrete: f'c = 5000 psi e 28 days f'ci = 4500 psi Q time of stressing w STAGE 1 CAMBER DIAGRAM STAGE 2 CAMBER DIAGRAMo Contractor shall submit elan ation calculations a No Scale No Scale based on initial stress at X� = 0.915 times w 1 - Does not include allowance for falsework settlement 1 - Does not include allowance for falsework settlement jacking stress. a 2 - Camber varies linearly accross the deck width 2 - Camber varies linearly accross the deck width One -end stressing shall be performed from Abutment 3 end. X Br DESIGN CHECKED Roya Golchoobian Stephanie Dulor PREPARED FOR THE CITRUS AVENUE OC (REPLACE) ¢ o DESIGN OVERSIGHT BT DETAILS `HEDKED Brett MOkley STATE OF CALIFORNIA 54DG1293 Oscar 001001 ROya GOChOObiOn PROJECT ENGINEER POST MILES I^I XCIECKED OUANTITIE$ Tim Fuller Oscar Colcol s DEPARTMENT OF TRANSPORTATION 15.2 GIRDER DETAILS a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/101 ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET ov tt FOR REDUCED PLANS o 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 07 /I 25 1 48 j sREOUEST See Note A See Note B Finished arade Detail "A" Geocomposite Drain Detail "B" WALL SECTION Cop-typ. See Note B Bockface of Retaining Wall 3" Slotted Plastic Pipe. See Note B 4" 0 drain I Tee Connection 3" Uns I otted Plastic Pipe I L3- , z min. SECTION A—A NOTES: NPS 3 Supply line 5'-0" Preformed loops in bridge deck, see "ELECTRICAL PLANS" DETAIL "A' 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 walls adjacent to sidewalks or curbs, provide 4" cast iron or asbestos cement pipe under the sidewalk to discharge through curb face. Exposed wall drains shall be located 3"± above finished grade. B. Geocomposite drain, cement treated permeable base, and 3" 0 slotted plastic pipe continuous behind retaining wall. 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. Aproach slab LOOP DETECTOR DETAILS AND Z LIMITS FOR NPS 3 SUPPLY LINE No Scale Filter Fabric wrap around 10 mil Polyethylene sheet gond to A E A Geocomposite Drain M Bond 6" to wall. — Cut hole for 3" pipe �� a Level or sloped toward wall I� Cement Treated 1- Permeable Base WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale BO -3 ALTERNATIVE TO BRIDGE DETAIL 3_1 DETAIL "B" 45"bend, Typ 5'-0" Aproach slab EB IST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS )8 SB X100 14.8/15.5 480 1 566 11/12/10 QaDFESS/bN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy c R.Y. Gol cFwobiOn = 1/6/11 °J047315 PLANS APPROVAL DATE NO. i, DA e State of Cali Tornio or its officers or agents Exp. CIVIL all not be responsible for the accuracy or q mpleteness of electronic copies of this peon sheet. rTe or [ALIFpS`�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 NOTE: For details not shown, see 814-4 & B14-5 Pole, Note 2 Type 15TS Pole, see "ELECTRICAL i PLANS" and Expansion joint filler Conc Barrier Slope to I Type 26 (Mod) --------___ match sidewalks I Note 3 ISee--- Expansion "ROAD PLANS" joint filler. 1/4" recess from walking surface /2„ polyestyrene 80 13 Type 15TS Pole, all around 13_2 Approach slab see "ELECTRICAL PLANS" and 0 Foundation,see Note 1 — L) ES -7A g L� cl°4- ES -7N andES-11 ° c aD 0)U C) +_ c a c o Except as noted a =) c> SOUTHWEST CORNER DETAIL SECTION B—B No Scale NOTE: No Scale 1. Install signal foundation before Approach slab and Concrete Barrier Type 26 (Mod) have been constructed. 2. Install pole after Approach slab and Concrete Barrier Type 26 (Mod) have been constructed. 3. For Sidewalk details and reinforcing, see B11-5 DESIGN ev Roya Golchoobian `"E Stephone Dulor PREPARED FOR THE BRIDGE NO. N CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT eT DETAILS `"E`KE° STATE OF CALIFORNIA Brett Makley 54-1293 ^ Oscar COIcol ROya GOIChoobian PROJECT ENGINEER POST MILES II XI"EIIEI QUANTITIES DEPARTMENT OF TRANSPORTATION 15.2 MISCELLANEOUS DETAILS SIGN OFF DATE Tim Fuller s (!Scar Galaal a DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION OnrESI —ETI OF FOR REDUCED PLANS0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 07 /1 1 26 1 48 u' FILE => sREOUEST Limits of payment for Concrete Barrier Type 26 (Mod) Parabolic Parobol is 5'-03/8 5'-0%" Measured 22'-101/8" 20'-0" 43'-53/8" * 33'-25/8" 39'-115/8" 57'-8%4" along ° o Edge of Deck o a0 LID � O I I� rely p \ , CO M Top of Deck-' 25° --- - --- / o --- - - �/ ------- ----------- ------- l I FGN - - L o B o 1 `I M (V 1 I Parabolic 23'-0" 95'-1 1/4" Parabolic 41 '-0114" 22'- 1 7/8" 31 '- 1 1 /8"* ISO 0 350 or, o I I m v O M --- — --- 1 1 — o FG N r 1 1''�-----J ISTI COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS 08 10 1 14.8/15.5 481 566 /SSB J dA 11/12/10 PREPARED FOR THE REGIS RED CIVIL ENGINEER QaGFE$Stay DATE 41 �o .e Fy c R.Y. Gol cFwobiOn = 1 /6/1 1 °J STATE OF CALIFORNIA NO. 047315 PLANS APPROVAL DATE ExP.- ie State of Colifornio or its officers or agents CIVIL V/1 not be responsible for the accuracy 7mpleteness of electronic copies of this orrs plan sheet. Tf OF CALIFOR�p SANBAG Oscar Colco 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T MI P°15.2L ES T.Y. LIN INTERNATIONAL ISI 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Br ELEVATION — EAST SIDE * Parallel to Top of Deck Not to Scale RRIER S" ck X By DESIGN Roya Golchoobian I CHECKED Stephane Dulor PREPARED FOR THE CITRUS AVENUE OC (REPLACEJ DESIGN OVERSIGHT Br DETAILS CNEDxED STATE OF CALIFORNIA Brett Mokley 54DG1293 Oscar Colco Golchoobian PROJECT ENGINEER T MI P°15.2L ES ISI X Br 1"ERoGya GEOMETRY SIGN OFF DATE QUANTITIES Tim Fuller Oscar Calcul DEPARTMENT OF TRANSPORTATION a DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/10)BARRIER ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINT$ BEARING REVISION DATES SKEET FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 07 /I 27 1 411 j SREOUEST #4:_rQ6, Typ RSP Chain Link Railing (Mod), Note 2 6'-0" Typ 1'-0" 7& Varies Typ Top of Barrier #4 1 No C c x r #5�@ 18 21/2 C I r o r� , �.� Typ #5 @ 18 DETAIL B V-0" n #5 - @ 12, Typ Ln #4 _f @ 12- ___t 2 � #4 �@ 12J 4'-0" NOTE: Stage 1 shown, Stage 2 similar TYPICAL SECTION rnr T A T I M /Z —' v I N a #5 @ 9 0 > to 4 #4F-\@ 18 0 ,Concrete Barrier',_ Type 26 (Mod), I �1 see Note 3 '4 ----DETAIL A m #4 @ 8 a 4" Typ o 1" Chamfer Note 4 90° Spoci r%rTA TI A Electrolier, No Scale Type 15, see RSP ES -6A & "ROAD PLANS'' RSP ES -6A 11-6.1 I #4 � Tot 3 SECTION AT LIGHTING STANDARD 1/2"=1 -0.. X DESIGN OVERSIGHT X SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) 3'-0" = S/2 Standard Spacing S #5� Top of Barrier Standard Spacing S. Spacing = S/2 3'-0" DETAIL C 1/4"=1 '_0" (Abutment 1, Stage 1 shown. Others similar.) -1-1 SECTION B—B v 1/2"=1 '-0'' #5 @ 9 -� vl 3'-0" TypA Note 4 V_0" ITyp 4 @ 18 #4, Typ 21/2" C I r Typ 0 Architectural 1 - Treatment ' #4 @ 8 0-, L4 Optional 1 Const Jt #5 @ 18-� #5r--@ 18-� #5 (A 12 V-0" #4 __ @ 12 Ln Vor 1 Note 1 Ln 1'12" X 12" I o Q keys, Tot 3 n gyp Concrete Barrier 0 Type 26 (Mod), see Note 3 oa o. Note 4 0 #4 i° @ 18 0 - Expanded IPolystyrene, Typ #4 @ 12 NOTE: Stage 1 shown, Stage 2 similar 4'-0'' TYPICAL SECTION 0 PIER Concrete Barrier A Te o 26 (M d) PierwalI IST COUNTY PR ROUTE TOTAL OJECT " NO SHEETS 18 SB 10 1 14.8/15.5 482 1 566 0 11/12/10 REGIS RED CIVIL ENGINEER DATE �O PROFESS/oN41 .e Fy R.Y. Gol cFwobi°n = 1/6/11 °J 047315 PLANS APPROVAL DATE No. DA e State of California or its officers or agents i, Exp. CIVIL a// not be responsible for the accuracy or 4 mpleteness of electronic copies of this plan sheet. r Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 NOTES: 0 1. Adjust reinforcement to clear prestressing. U-) a ' 2. See "CHAIN LINK RAILING DETAILS'' sheet. 3. For details not shown see g11-54 4. See "BARRIER GEOMETRY" sheet. 5. Clearance to reinforcing steel to be 1" on exterior face of barrier except at locations of architectural recess. See ''ARCHITECTURAL DETAILS NO. 1" and "ARCHITECTURAL DETAILS NO. 12" sheets. yp see Note 3 21/2" Clr Note 4 r �I Typ —#8 I @ 12 withi G�f #4 @ 18— -\yp 5 • to � No Q —#5u@12 Architectural 0 Treatment #4 @ 8 - n� o a c c > EE 2-#8x20' Note 4 a a • o ,a) 0.064" goly sheet metal Edge of Deck 1/4" neoprene strip - coot top with grease NOTE: Stage 1 shown, Stage 2 similar TYPICAL SECTION G ABUTMENTS 1/2"=1 -0.. 2" Expanded Polystyrene BARRIER CONSTRUCTION LEGEND 1/2, =1'-0" Barrier shall be placed after falsework is released See ''DECK CONTOURS" sheet for "LOAD DISTRIBUTION" DESIGN B. Roya Golchoobian ..EStephane Dulor PREPARED FOR THE 11 eT `"E`KE° STATE OF CALIFORNIA Brett MOkley 54DG1293 CITRUS AVENUE OC (REPLACE) DETAILS Oscar COIcol ROya GOIchoobian PROJECT ENGINEER POST MILES II QUANTITIES eT T i m Fuller ��E Oscar Col co I DEPARTMENT OF TRANSPORTATION 15.2 BARRIER DETAILS a REVISION DATES SNEET OF Z ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 0j,231'11 2$ 48 N FILE => sREOUEST DISTI COUNTY I ROUTE TOTAL PROJECT ' NO SHEETS 08 SB X1000 14.8/15.5 483 1 566 11/12/10 QaGFESS/aN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy c R.Y. Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE N0. i� DA The State of Colifornio or its officers or agents Exp. CIVIL shall not be responsible for the accuracy or!"q Completeness of electronic copies of this plan Sheet. Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 L = 90'-0"(East side) L = 91'-0" (West side) RIVERSIDE, CA 92507 Limits of Payment for Chain Link Railing (Mod) L = 132'-3'' (East side) L = 121'-2" (West side) 11 Eq Spa (Post Spacing) Limits of Payment for Chain Link Railing (Mod) 16 Eq Spa (East Side), 14 Eq Spa (West Side) (Post spacing) 32'-25/8"(West) 33'-0'' (East) 39'-11%'' (West) 40'-0" (East) 20'-0" Limits of o jyp Limits of DETAIL B Limits of DETAIL B DETAIL B Q 20 5'-71/4" Typ 6'-03/8" (East) 2pa 23"-0" Detail C I 6'-0'/e" (West) Typ Limits of DETAIL B 1, q„ Typ I I 1 it A HSS 3x3xl/4 Typ it 4"x5"x1'-6" or 5"0 x 1'-6" post pock SECTION A -A /2"=1 '-0" 3 2'-4" Tot 4 -------------'\ - ----------- ELEVATION No Scale ------ ------------------------------------- Barrier Mounted Lights Type 15 RSP ES -6A DETAIL B 11/2 =1 -0'' --------------------------y1 —7,Z- 31 CL Chain Link Railing post, - 1 Typ (HSS 3x3x'/4) r � Chain Link Railing Fabric "0 galvanized cable 3/8" 0 Eye Bolts, Note 5 Eyebolt 1 " Max DETAIL C 1' =1'-0" NOTES: 1. Railing assembly except Chain Link fabric to be galvanized after fabrication. 2. Place fabrics parallel to posts. 3. Provide thimbles at all cable loops. 4. Expansion Joint some dimensions as expansion joints in deck or wall. Increase slotted hole length and splice bar length accordingly. 5. Thread 5/6"0 galvanized cable through %" eye bolts, embed 4" into top of Concrete Barrier. 6. See B11-52 for details not shown. X Br DESIGN Roya Golchoobian CHECKED Stephone Dulor PREPARED FOR THE CITRUS AVENUE OC (REPLACE) ¢ DESIGN OVERSIGHT Br DETAILS CHECKED STATE OF CALIFORNIA Brett Makley 54-1293 X er Oscar Co co Golchoobian PROJECT ENGINEER POST M1LE5 CHAIN LINK RAILING DETAILS CIE KED SIGN OFF DATE QUANTITIES Tim Fuller Oscar Colcol DEPARTMENT OF TRANSPORTATION 5 2 a DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/101 ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET ov tt FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 07 /I 29 1 48 j FILE => sREOUEST c I Detoi I A I OL Pierwal I--"" / I PIERWALL ELEVATION 1/4"=1 '-0" 8 T/B" '' 4 \N Pierwall—I SECTION C—C 1"=1'-0" I W DETAIL A /Z"=1 '-0" 1 �(L Pierwall N L� T U 4'-0" Min 4'-0" Min SECTION D -D r Panel y TOTAL PROJECT " NO SHEETS 08 SB R1 71/2 X100 11/12/10 R2 1'-7 " REGIS RED CIVIL ENGINEER R3 1'-41/4" OC (REPLACE) .e Fy R4 0'-1 1 /8" Architectural Treatment (Location 2) 1ST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS 08 SB 14.8/15.5 484 1 566 X100 11/12/10 PREPARED FOR THEBRIDGE REGIS RED CIVIL ENGINEER QaDFESS/aN DATE �o 41 OC (REPLACE) .e Fy DESIGN OVERSIGHT R.Y. Gol cFwobian 1/6/11 = °J CNECFEO N0. 047315 PLANS APPROVAL DATE 54-1293 � DA to State of California or its officers or agents Exp. CIVIL V/l not be responsible for the accuracy 7mplefene55 0( a/eCffOniC COQieS Of this or s plan Sheet. rTf OF CALIFOR�p SANBAG 1170 N 3RD STREET Oscar COIcol SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL POST MILES 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 U Outside face of barrier SECTION B -B /Z"=, -0.- DESIGN By Roya Golchoobian CHECet Sephone Dulor PREPARED FOR THEBRIDGE NO. CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT BT DETAILS CNECFEO STATE OF CALIFORNIA Brett Makley 54-1293 ^ Oscar COIcol ROya GOIchoobion PROJECT ENGINEER POST MILES II aT INE ARCHITECTURAL DETAILS N O 1 SIGN OFF DATE QUANTITIES Tim Fuller Oscar Colcol DEPARTMENT OF TRANSPORTATION 15.2 . a DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION IATES SKEET ov FOR REDUCED PLANS0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 07 /1 30 48 j FILE => sREOUEST 30'-10'/Z" East Side, 31'-51/2" West Side Limits of payment for Architectural Treatment (Type B) 14'W x 7'H Test 10'- Panel 0'-PaneI IY Location a, I I a Typ i 1 1 1 I - 1 oa T I I I Abutment 1 r\r' T A T 1 M 47'-10" East Side, 48'-21/2" West Side Limits of payment for Architectural Treatment (Type B) �PL Pier wall Top of Sidewalk A. ��� / /I-- Top of Deck �' ( rq kip o CL vl .I T M � Bent 2 PART INTERIOR ELEVATION 3/6"=1 '-0" Note: Mirror Elevation- East side shown West side similar LEGEND I - Indicates raised relief Top of Sidewalk IST COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS )8 SB X100 14.8/15.5 485 1 566 11/12/10 QaoFESS/aN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy c R.Y. Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE NO. i, ,}A e State of Californic or its officers or agents Exp. CIVIL a// not be responsible for the accuracy ors mpleteness of electronic copies of this plan Sheet. I Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 an' -io'I Cr, c+ ctrl- r.A'-1" w -c+ 'z;I- SECTION A -A 1/2"=1 '-0-- DESIGN -0„ DESIGN By Roya Golchoobian BT DETAILS CHECKED Stephane Dulor CHECKED PREPARED FOR THEBRIDGE STATE OF CALIFORNIA Brett MOkley NO. CITRUS AVENUE OC (REPLACE) ^ 54-1293 DESIGN OVERSIGHT POST MILES 15.2 A R C H I T E C T U A L DETAILS N O. 2 X Oscar COICOI ROya GOIChoobion PROJECT ENGINEER QUANTITIES BT CHECKED DEPARTMENT OF TRANSPORTATION Tim Fuller Oscar COlaa II - a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION OnrES SHEET ov IIn/no os IO or n1 31 1 48 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => $REOUEST 6 i i 12 13 14 15 16 17 18 19 20 21 23 I I I I I I I I I I I I I I I I I I I I I I 24 DIST COUNTY ROUTE TOTOJECT AL PR I SHEETS Os 1 SB 10 14.8/15.5 486 1 566 TOFU 11/12/10 FEssl 0'14, REGIS RED CIVIL ENGINEER DATE oP�O 6 R5 o oolcnoobion 1 /6/11 u No. C47315 PLANS APPROVAL DATE � C Exp' The State of California or its officers or agents CIVIL O p1 sr �` shall not be responsible for the accuracy or q p L1 C completeness of electronic copies of this pion sheet, OF CALIFo U CL SANBAG ^ -_ to 1170 N 3RD STREET SAN BERNARDINO, CA 92410 rn LT LIN INTERNATIONAL 3550 Vltk STREET, SUITE 120 RIVERSIDE, CA 92507 0-1�-- - H LEGEND E--J-----L----L----1-----1-----L---L----�-----1-----L----1----J-----L----L----1-----1-----L----1----�-----I-----L----1----J Typ 1 - Indicates Vertical Grid Line FormIiner 3'-0", limits F O R M L i N E R AT ABUT 1 Grid Spacing A - Indicates Horizontal Grid Line B -- C -- D -- E -- 3/8"=1 -0„ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 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 VKML 11VtK H I OLIN I L 3'-0", Typ limits 3/g"=1'-0" Grid Spacing 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 24 _—J L----'------L-----1-----L-----L----------1-----L-----L----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 iY` 0 T � C L O -M!wama -- - 0-1�-- - -_ �- -- -� - =� • A A • O W A A • • • • x C.Ec.ao PREPARED FOR THE Brett MoKley STATE OF CALIFORNIA CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT Oscar Colcol Roya Golchoobicin PROJECT ENGINEER - DEPARTMENT OF / SIGN OFF DATE Vert Reveal Line Spacing, Typ 3" Dia Cone Reveal, Typ Top of Retaining �D wal 1792E IT, Match Groove - Lines to wall 1��111111111111 UUJLIUJ UI ITT TimrtnITI uLuuwu Br DESIGN Roya Golchoobian uiyuiy Insertion Point 1 Elev 1094.48 -91/4". 8'-5/," Top of Abut Seat, Typ --, 142'-7/8" (Measured along abutment wall front face) Limits of payment for Architectural Treatment (Type A) and Prepare and Stain Concrete "C I" Line 13 Eq Spaces Q 8'-61/4"=110'-10%4" Const Jt for Abut stem and i Vert Reveal, Top reveal footing TYP DETAIL 1 -51/," . 16'-1 1 3/4" Top of Retaining wall 792W FG I/ (A „ ` Concrete Barrier �J� Type 60D ABUTMENT 1 ARCHITECTURAL TREATMENT LIMITS /81.=1 1-0„ K- C Fluted Fin valley 8'-61/4.1 3" Dia Cone Reveal, Vert Reveal, TYP 1 0� e Typ TYP M ______ ______ ___ _______ 11/2 L dia Abut wall SECTION B—B front face 3"=1 '-0" 1. See "ARCHITECTURAL DETAILS NO. 5" and "ARCHITECTURAL DETAILS NO. 6" sheet, for "ABUTMENT 1 MOTIF ELEVATION" 2. Unless noted otherwise, slope perpendicular surfaces of architectural treatment 10° max to facilitate formliner removal. LEGEND + - Indicates 3" raised relief 1/4" chamfer, Typ l � l 1 _ I I 1 / Typical for acute corners DETAIL 1 1"=1'-O" s SAMPLE FLUTED FIN TEXTURE ELEVATION Fluted Fin valley Permitted location of const, joint, expansion 1112", Typ =N and weakened plane j o i ni Abut wall front face 11/2"9 Typ Abut Reinf SECTION C—C 3" = 1 '-0" IST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS )8 SB X100 14.8/15.5 487 1 566 11/12/10 QaGFE$S/aN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy R.Y. Gol cFwobian = 1/6/11 °J 047315 PLANS APPROVAL DATE No. i� DA e State of California or its officers or agents Exp. CIVIL a// not be responsible for the accuracy or s mpleteness of electronic copies of this plan sheet. I Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 1f Abut Typ a aT o C1 >, a) L U C C al E c } o 0} a) � L IT, '/8..=1 -0.. 1��111111111111 UUJLIUJ UI ITT TimrtnITI Insert Br DESIGN Roya Golchoobian uiyuiy PREPARED FOR THE Point --' OC (REPLACEJ- Elev 1 DESIGN OVERSIGHT uniilniilrt� uu1Match BT DETAILS CHECKED IIIII II 11711111 Brett Makley Lines FG I/ (A „ ` Concrete Barrier �J� Type 60D ABUTMENT 1 ARCHITECTURAL TREATMENT LIMITS /81.=1 1-0„ K- C Fluted Fin valley 8'-61/4.1 3" Dia Cone Reveal, Vert Reveal, TYP 1 0� e Typ TYP M ______ ______ ___ _______ 11/2 L dia Abut wall SECTION B—B front face 3"=1 '-0" 1. See "ARCHITECTURAL DETAILS NO. 5" and "ARCHITECTURAL DETAILS NO. 6" sheet, for "ABUTMENT 1 MOTIF ELEVATION" 2. Unless noted otherwise, slope perpendicular surfaces of architectural treatment 10° max to facilitate formliner removal. LEGEND + - Indicates 3" raised relief 1/4" chamfer, Typ l � l 1 _ I I 1 / Typical for acute corners DETAIL 1 1"=1'-O" s SAMPLE FLUTED FIN TEXTURE ELEVATION Fluted Fin valley Permitted location of const, joint, expansion 1112", Typ =N and weakened plane j o i ni Abut wall front face 11/2"9 Typ Abut Reinf SECTION C—C 3" = 1 '-0" IST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS )8 SB X100 14.8/15.5 487 1 566 11/12/10 QaGFE$S/aN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy R.Y. Gol cFwobian = 1/6/11 °J 047315 PLANS APPROVAL DATE No. i� DA e State of California or its officers or agents Exp. CIVIL a// not be responsible for the accuracy or s mpleteness of electronic copies of this plan sheet. I Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 1f Abut Typ a aT o C1 >, a) L U C C al E c } o 0} a) � L '/8..=1 -0.. X Br DESIGN Roya Golchoobian CHECKED Stephane Dulor PREPARED FOR THE CITRUS AVENUE OC (REPLACEJ- ¢ DESIGN OVERSIGHT BT DETAILS CHECKED STATE OF CALIFORNIA Brett Makley 54D01293 X Oscar COIcol BT ROya GOIchoobiOn PROJECT ENGINEER POST MILES A R C H I T E C T U A L DETAILS NO. 4 II CHECKED SIGN OFF DATE QUANTITIES Tim Fuller Oscar Colcol DEPARTMENT OF TRANSPORTATION 15.2 a DETAIL SHEET (ENGLISH) (REV.7/16/101tt ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINT$ BEARING REv151oN DATES SHEETDESIGN FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES II/17/10 05 10 07 /i 33 1 48 FILE => $REOUEST I 41 1 CI J I I .0 I I +i I "Cl" Line �I I 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 3'-0", Typ DESIGN Roya Golchoobian 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 l I I Q DESIGN OVERSIGHT I I I I I I I I I I I I I I I I I I III III III IIIIIIIQ IIIIII CL c.E STATE OF CALIFORNIA Brett Makley 54-1293 X Oscar Colcol 9T Roya Golchoobian PROJECT ENGINEER POST MILES A R C HIT E C T U A L DETAILS N O. 5 CHECKED SIGN OFF DATE 15.2 DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES 1'IIIIII aQ 0 lII 1IIII 1IIII o 1IIIII a 1IIIIII 1IIIIIII o 1IIIIIII 1 IIII FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 1 11117110 1 34 48 FILE => sREOUEST II II II II I 1a 1 1 1 a1 I 1 a 1 1 0 1 1 oQf LD I I I I I I I A_ - - - - - - - - Y — — —Ir -T —r---i---r --- r--1--- 1--- r---1---t---1I Top of Retaining waI I 792E- B- = I I I I I —�-- ---------------L-------------1------1------1---�— I I I I I —1 I I I I I I I I I I l Io 1 1 1 1 1 1 1 1 1 1 I I I I I I i I I I I I I D ------ -- I ---L—+ I I I I 1---L---i—--- ——L--J---L--J-- i+ I -----J---L—---1--- Match Groove 1 1 I I I I I I I Lines to wall E - - - - - -- _- ---r- --I---r---i---r-- -- — -- -- --- — — fi-- --- ---1--- r---1---t---1---t---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 I I I I I I I H - - - - - -- -- Insertion Point 1 ABUTMENT 1 MOTIF ELEVATION 114' =1'-0'' Top of Abut Seat, Typ Top Reveal Fluted Fin Texture, Typ Top of Footing IST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS )8 SB X100 14.8/15.5 488 1 566 11/12/10 QaDFESS/aN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy c R.Y. Gol cFwobian = 1/6/11 °J 047315 PLANS APPROVAL DATE a N0. i1 DA e State of California or its officers or agents I CIVIL a// not be responsible for the accuracy or S mpleteness of electronic copies of this plan sheet. Tf Exp. OF CALIFOR�p SANBAG 1170 N 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 I - Indicates 3" raised relief NOTE: 1. Fluted Fin Texture not shown for clairty. X DESIGN Roya Golchoobian Stephane Dulor PREPARED FOR THE BRIDGE NO. CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT eT DETAILS c.E STATE OF CALIFORNIA Brett Makley 54-1293 X Oscar Colcol 9T Roya Golchoobian PROJECT ENGINEER POST MILES A R C HIT E C T U A L DETAILS N O. 5 CHECKED SIGN OFF DATE QUANTITIES Tim Fuller Oscar COlaa DEPARTMENT OF TRANSPORTATION 15.2 DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REv'SIOH -TES I —E T11 OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 1 11117110 1 34 48 FILE => sREOUEST ABUTMENT 1 MOTIF ELEVATION 1/4'. = 1 ' - 0" LEGEND 1 - Indicates Vertical Grid Line A - Indicates Horizontal Grid Line - Indicates 3'' raised relief NOTE: 1. Fluted Fin Texture not shown for cloirty. X DESIGN R oya Golchoobian Stephane Dulor PREPARED FOR THE BRIDGE NO. CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT aT DETAILS --R'oya STATE OF CALIFORNIA Brett Makley DIST COUNTY I ROUTE TOTAL PROJECT ' NO SHEETS X Oscar CoIC01 9T Golchoobian PROJECT ENGINEER POST MILES A R C HIT E C T U A L DETAILS N O. 6 CHECKED SIGN OFF DATE QUANTITIES Tim Fuller 08 SB 14.8/15.5 489 1 566 DEPARTMENT OF TRANSPORTATION 15.2 DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REv'SIOH DATES —ET OF X1000 11/12/10 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 1 11 11/17/10 1 35 48 FILE => sREOUEST QaDFESS/bN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy c Rave Gol cFwobian = 1/6/11 °J 047315 No. PLANS APPROVAL DATE C I The State of Cali Tornio or its officers Exp. or agents 4` � CIVIL — I shall not be responsible for the accuracy or Sl9T f 1 Cl" Line completeness 0( electronic copies Of this OR plan sheet. OF CALIF UI SANBAG + I a I 1170 N 3RD STREET M I i SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 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 3550 VINE STREET, SUITE 120 I I 3'-0'x, Typ RIVERSIDE, CA 92507 I I I I Grid Spacing Top of Abut I I I I I I I I I I I Seat, Typ I I I I I I I I I I I 1 I Top of Retaining I I I I I I I I I I I I I I I I I I I I p wo I I 792W I I I I I I I I I I I I I O a I I I I I I I I I I I I I I I I I I I I I I I �,•a Top reveal I I I I I I I I I I I I o 01 I0 1 I 0 1 l 0 I l 0 I l0 I I 4 I 1 01 1 1 0 1 L I I I I I I I I I I I I I I I I I I I I I I I 0 - —rt— --rt----�--- -----)-- ---r--�-- r-----1—---�--�— —---I---� --I---�---I --t---1— - - - - - -- --A I I 0 1 I o I o I la I I I 01 I I Fluted Fin I I I I I I I I 9 I Typ =--- ---1---L---L L------ -:4 L-----L--J-- L--J---�— J---�--�— —--�---� --I ---I---�---1 --Texture, - B I I I I I I I I I I I I I I I I I I I 1 0 1 1 o I Io 1 I I 1 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 - Lines to wall --1--- -- ---L--1-- L— ---L-- —L--J---L--J---L-- -- --- ---L---I---L-- ---- -------- D I I I `I II Insertion Point 2 I I I ----- I I I I I --------- I I -- I --J---L--J---L--J--- -- I --- I I --- I I ---- _--- - - - - -- F 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 Footing —t---�--_—_fi_—_—_�---fi---I---fi---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 - ---- - - - - -- H ABUTMENT 1 MOTIF ELEVATION 1/4'. = 1 ' - 0" LEGEND 1 - Indicates Vertical Grid Line A - Indicates Horizontal Grid Line - Indicates 3'' raised relief NOTE: 1. Fluted Fin Texture not shown for cloirty. X DESIGN R oya Golchoobian Stephane Dulor PREPARED FOR THE BRIDGE NO. CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT aT DETAILS --R'oya STATE OF CALIFORNIA Brett Makley 54-1293 X Oscar CoIC01 9T Golchoobian PROJECT ENGINEER POST MILES A R C HIT E C T U A L DETAILS N O. 6 CHECKED SIGN OFF DATE QUANTITIES Tim Fuller Oscar COIaa DEPARTMENT OF TRANSPORTATION 15.2 DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REv'SIOH DATES —ET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 1 11 11/17/10 1 35 48 FILE => sREOUEST 1112" Reveal, Typ Insertion Point 1 Elev 1097.04 "CI" Line ABUTMENT 3 ARCHITECTURAL TREATMENT LIMITS /B"=1 '-0.1 chamfer, Typ 1 I 1 / Typical for acute corners DETAIL 1 1' =1 '-0" NOTE: 1. See "ARCHITECTURAL DETAILS NO. 5" and "ARCHITECTURAL DETAILS NO. 6" sheet, for "ABUTMENT 1 MOTIF ELEVATION" 2. Unless noted otherwise, slope perpendicular surfaces of architectural treatment 10° max to facilitate form) iner removal. LEGEND + - Indicates 3" raised relief 3" Dia Cone Reveal, 100, Typ � Typ X11 M IV— LAbut wall front face SECTION B—B 3"=1 -0" Insertion Point 2 Elev 1096.80 Concrete Barrier Type 60D I_ � Fluted Fin valley SAMPLE FLUTED FIN TEXTURE ELEVATION IST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS )8 SB X100 14.8/15.5 490 1 566 11/12/10 QaGFESS/bN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy c R.Y. Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE NO. i, DA e State of Cali Tornio or its officers or agents Exp. CIVIL a// not be responsible for the accuracy or I s mpleteness of electronic copies of this plan sheet. Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Abut woII front face Top of Abu Seat, Typ I I 3" = 1'-0" Fluted Fin valley I Permitted location of const, joint, expansion joint, 1 1/2", Typ =N and weakened plane joint �� r41. Abut wall front face 11/2", Typ Abut Reinf SECTION C—C 3" = 1 '-0" a 1 /2" F I uted Q)W F in, Typ i 'L NO. ~ L OC (REPLACE) C I I }}a POST MILES 15.2 C CU Q) E C:Note 2 ao} 3..;�I Q t/7 I I 4- ~ a + I a°C) I U) L } 7 O) -}L E a o I J U Q I L d II/17/10 05 10 07 /1 36 1 48 L_ Conic Barrier a p Type 60D L a _ � I I I I II FG SECTION A -A %..=l - 0.. DESIGN B. Roya Golchoobian eT DETAILS CHECKED Stephanie Dulor CHECKED PREPARED FOR THEBRIDGE STATE OF CALIFORNIA Brett MOkley NO. CITRUS AVENUE OC (REPLACE) 54-1293 DESIGN OVERSIGHT POST MILES 15.2 A R C H I T E C T U A L DETAILS N O. 7 X Oscar COIcol ROya GOIchoobion PROJECT ENGINEER QUANTITIES - CHECKED DEPARTMENT OF TRANSPORTATION Tim Ful ler Oscar Colcol I^I a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DnrES SHEETov II/17/10 05 10 07 /1 36 1 48 FOR REDUCED PLANS0 1 2 ; PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES � FILE _> sREOUEST Insertion Point 1 ABUTMENT 3 MOTIF ELEVATION '/4"=1 '-0' Top of Abut Seat, Typ Fluted Fin Texture, Typ Top of Footing IST COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS )8 SB X100 14.8/15.5 491 1 566 11/12/10 QaoFESS/aN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy c R.Y. Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE NO. i, DA e State of California or its officers or agents Exp. CIVIL a// not be responsible for the accuracy orS mpleteness of electronic copies of this plan Sheet. I Tf OF CALIFO SANBAG 1170 N 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 NOTE: 1. Fluted Fin Texture not shown for clarity. X DESIGN a. Roya Golchoobian ev DETAILS '�EStephane Dulor CHECxED PREPARED FOR THE STATE OF CALIFORNIA �I BRIE NO. 54DG1293 CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT POST MILES 15.2 A R C H I T E C T U A L CI X Oscar COCO ROyO GOChOObiOn PROJECT ENGINEER QUANTITIES - CHECKED DEPARTMENT OF TRANSPORTATION TI RI Ful ler Oscar COICOI SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) J I I UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SKEET OF tt II/17/10 05 10 07 /1 37 1 48 = FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES "C I" Line of � I I FILE => sREOUEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 i 22 3'-0", Typ Grid SpoCing I I I I I I I I I ' I I I I I I I I I I I I I I I I 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 1 I I I I I I C1 C I I I I I I I I I I I I I I I I I I I I I I I T'U I I I I I I I I I I I I I I I H a I I O I I I I I I I I I I I �' •L ° C7 I I I I I I I I I I I I I I I I I I I I I I A ' ---L— J---L-----L-----L-----1-----L-----L-----L-----L---1---1---1-- 1 I I I I I I I I I I T i° I I I I I ' C - - - - - - -i- i —L-- I I —L-- I I I I --- --J --- ------ I I I I + I I I --1---1---L---I--- I I I I I i D - - - - - - --- -- I I I I —1---t---1---t---1---rt---1---rt---I----t---I---rt---r-- --rt I° I I I I I I I II --L----L--A--- I I I I ---1— ------1---1---L---1---1---1---L------ I --1---- o-- -�--------I---- I ---- I -- - -L----I-------------- I----I-----I-------- ----� I I I I I I I ---------I---- I I ---- I ----I I ----I I F - - - - - -' --rt---r--rt---r--rt---r--11---r--11---t--11--- I I I I I I I I I I fi--11---1 --�--- I I I fi---1--- fi---1--- I I I fi---1---rt I -- - - - -+--- F - - - ---------4----+----F----I-----i----+----F----F----1----H----+----F-------- ----4----+----1------I I I I I I I I I I I I I I 1 1 14 Insertion Point 1 ABUTMENT 3 MOTIF ELEVATION '/4"=1 '-0' Top of Abut Seat, Typ Fluted Fin Texture, Typ Top of Footing IST COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS )8 SB X100 14.8/15.5 491 1 566 11/12/10 QaoFESS/aN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy c R.Y. Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE NO. i, DA e State of California or its officers or agents Exp. CIVIL a// not be responsible for the accuracy orS mpleteness of electronic copies of this plan Sheet. I Tf OF CALIFO SANBAG 1170 N 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 NOTE: 1. Fluted Fin Texture not shown for clarity. X DESIGN a. Roya Golchoobian ev DETAILS '�EStephane Dulor CHECxED PREPARED FOR THE STATE OF CALIFORNIA Brett MOkley BRIE NO. 54DG1293 CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT POST MILES 15.2 A R C H I T E C T U A L II DETAILS N O. 8 a X Oscar COCO ROyO GOChOObiOn PROJECT ENGINEER QUANTITIES - CHECKED DEPARTMENT OF TRANSPORTATION TI RI Ful ler Oscar COICOI SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SKEET OF tt II/17/10 05 10 07 /1 37 1 48 = FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES FILE => sREOUEST Insertion Point 2 ABUTMENT 3 MOTIF ELEVATION 1/4"=1 '-0' IST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS )8 SB X100 14.8/15.5 492 1 566 11/12/10 QaoFESS/aN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy c R.Y. Gol cFwobi°n = 1/6/11 °J 047315 PLANS APPROVAL DATE NO. i� DA e State of California or its officers or agents Exp. CIVIL a// not be responsible for the accuracy orS mpleteness of electronic copies of this plan sheet. I Tf OF CALIFOR�p SANBAG 1170 N 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 NOTE: 1. Fluted Fin Texture not shown for clairty. X a,1 DESIGNBRIE a. Roya Golchoobian ev DETAILS °7tephone Dulor CNECxEO PREPARED FOR THE STATE OF CALIFORNIA Brett MOkley NO. 54DG1293 CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT POST MILES 15.2 A R C H I T E C T U A L II DETAILS N O. 9 a X CI SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION GATE$ I —ETI OF II/17/10 05 10 07 /1 3$ 1 48 = FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 J 1 I FILE => sREOUEST C- �I I "CI" Line I 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 O 1 I GridcSpacing Top of Abut Seat, TYP I I i 1 I I i i I 1 I a i i 1 1 i i i I i i I i s l I i i 1 1 i 1 I I I I I I I I ., a I I I I I I 1 I ° I - V) --I---�— —I---�--- ----------I-------------------------------�-- --�1 -- ---------- A Fluted Fin I I I I I I I I I I I I I I I I I Texture, 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 I I -- -- — + I I I ---- —L -- --- I+ I I L-- I -- I I I --- I --- I -- I — -- I I + I --- --J -- I I I I +° I L --J— I I - - - - - - - - C I I I +I I I I I I I I I I I ° I I I I p ------ I 1---1-- --- I I --1---L---1---L---1---L---i I I I I L --J--- I I -- I I --- --J— I I L--J---------E I -- Top of I I I I I I I I I I I I T I F I I I I F I I I I I I I I I I I I I I o f I Footing II ---IITt---I---t---I---t---I---t—r--rt— F -------fiI -1----4 +-- --I-- ---F --- - +-- -- 4----------F--I--H----4----I---- I I I I I Insertion Point 2 ABUTMENT 3 MOTIF ELEVATION 1/4"=1 '-0' IST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS )8 SB X100 14.8/15.5 492 1 566 11/12/10 QaoFESS/aN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy c R.Y. Gol cFwobi°n = 1/6/11 °J 047315 PLANS APPROVAL DATE NO. i� DA e State of California or its officers or agents Exp. CIVIL a// not be responsible for the accuracy orS mpleteness of electronic copies of this plan sheet. I Tf OF CALIFOR�p SANBAG 1170 N 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 NOTE: 1. Fluted Fin Texture not shown for clairty. X DESIGNBRIE a. Roya Golchoobian ev DETAILS °7tephone Dulor CNECxEO PREPARED FOR THE STATE OF CALIFORNIA Brett MOkley NO. 54DG1293 CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT POST MILES 15.2 A R C H I T E C T U A L II DETAILS N O. 9 a X Oscar 001001 ROya GOChOObiOn PROJECT ENGINEER QUANTITIES - CMECKEQ DEPARTMENT OF TRANSPORTATION TI RI Ful ler Oscar COICOI SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION GATE$ I —ETI OF II/17/10 05 10 07 /1 3$ 1 48 = FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES FILE => sREOUEST 61'-4" (Measured along face of pier wall) Limits of payment for Architectural Treatment (Type A) and Prepare and Stain Concrete 2" Re VE 'Cl" Line 61'-7" (Measured along face of pier wall) Limits of payment for Architectural Treatment (Type A) and Prepare and Stain Concrete PIER WALL ARCHITECTURAL TREATMENT LIMITS 3/16"=1 -0" 100, Typ � a 3" Dia Cone Reveal, Typ PREPARE D F O R THE BRIDGE NO. N CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT - eT DETAILS Clio dia dia dia X Face of pier wall SECTION B—B POST MILES II A R C H I T E C T U A L DETAILS N O. 10 SIGN OFF DATE 3"=1 -0" QUANTITIES Tim Ful ler Oscar Colcol NOTE: 1. See "ARCHITECTURAL DETAILS NO. 11" for "PIER WALL MOTIF ELEVATION" 2. Unless noted otherwise, slope perpendicular surfaces of architectural treatment 10° max to facilitate form I i ner removal. /4" chamfer, Typ / 1 l Typical for acute corners DETAIL 1 1"=1'-0" ,-o, � Fluted Fin valley SAMPLE FLUTED FIN TEXTURE ELEVATION 3" = 1 '-0" Permitted location C Fluted Fin valley of const. joint, �I expansion point, 1112", Typ \ l� 4„ `I and weakened plane joint I I Abut wall front face 11112", Typ Abut Reinf SECTION C—C 3" = 1 '-0" IST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS )8 SB X100 14.8/15.5 493 1 566 11/12/10 QaDFESS/aN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy R.Y. Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE NOS i1DA e State of Californio or its officers or agents Exp. CIVIL a// not be responsible for the occurocy or s mpleteness of electronic copies of this plan Sheet. I Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Face of pier wall T� CL Pier 2 v/ \i I I I I I I Soffit Top of T� Pierwal I I I t Cap I I 11 II u u Note 2 I I Conic Barrier, � Type 60E ! FG SECTION A—A a ao a+ T 0) H L + C + C O C � U al E c 5, + a O Q. N N 4_ r o — �C o a In L + 7 N E U o J 0) CL + N L U � L a a c L O 4 - X DESIGN ev `"E Roya Golchoobian Stephane Dulor PREPARE D F O R THE BRIDGE NO. N CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT eT DETAILS STATE OF CALIFORNIA Brett Makley 54-1293 X Oscar Coco"E Roya Golchoobian 9T C"ECKEQ PROJECT ENGINEER POST MILES II A R C H I T E C T U A L DETAILS N O. 10 SIGN OFF DATE QUANTITIES Tim Ful ler Oscar Colcol DEPARTMENT OF TRANSPORTATION 15.2 a DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION OnrES —ET OF z FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES „nano os Io or n 39 1 48 FILE => sREOUEST 1 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 3 4 5 i I I I I I I I I I I I I 7 8 9 10 11 12 13 14 15 16 17 18 19 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I 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,"CI" Line 20 21 1 I I i I Top of PierwalI 1 I I I Cap I I I I I I I I (T I I I a c I a I a O D I I I •- M L I 2 3 4 5 6 7 8 I I I I i i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IST COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS )8 SB X1000 14.8/15.5 494 1 566 11/12/10 QaGFESS/bN REGIS RED CIVIL ENGINEER DATE �o 41 .e Fy c R.Y. Gol cFwobiOn = 1/6/11 °J 047315 PLANS APPROVAL DATE NO. i1 DA e State of Cali Tornio or its officers or agents Exp. CIVIL a// not be responsible for the accuracy orS mpleteness of electronic copies of this plan Sheet. I Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 9 10 11 12 13 14 15 16 17 18 19 20 i i I I II Fluted Fin 3'-0", Typ ■I Top of Insertion Reveal Texture, Grid Spacing Footing Point 1 Typ PIER WALL MOTIF ELEVATION 1/4"=1 '-0'• Insertion Reveal Point 2 Y-0", Typ _ Grid Spacing Top of Footing LEGEND 1 - Indicates Vertical Grid Line A - Indicates Horizontal Grid Line NOTE: 1. Fluted Fin Texture not shown for clairty. X DESIGN a. Roya Golchoobian ev DETAILS '�EStephane Dulor CNE°xEQ PREPARED FOR THE Brett MOkley STATE OF CALIFORNIA 54DG1293 CITRUS AVENUE OC (REPLACE) 1-- -- ---I POST MILES 15.2 A R C H I T E C T U A L DETAILS NO. 11 A --- --- -- — ----- ° I I I I I I I I I I I I I I I I UNIT: 2232 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° --- FILE => sREOUEST -- I rtI---I---rt— I I I G - -- I I I --t---I---rt-- I I --—rt---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° L------ --- --1---L I I I I I I I I I I I --�------L---I-- I I I I I I -JL-- — I I I I I I ° I I I I I I I I I I I I I I I q --1---- I — --- I I O I ---I---� ---r-- ---ro — r ---I--- r I I -- --- -- —r ---T— - - - -- E - - - -- — I I I — — --- -- --- I O I I ---r--I—o —r— ort---r--rt---r ---r-- —r-- �— I I I I —t---I— —l——1---1---I---1---L--1---L--1---L---1---L---i---L---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 ------ F------- I —t---1---1---L--1---L--1---L-- I I I I I I I I I I I I I I I I I I I I I I ---L-- ---L-- ---L-- ---L-----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 r ---t-- r--y---fi---1--- I---y----I---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 - - - - -- G - - - - - - -- 1- I I I I I I —�---fi--y---fi--y I I I I I I I I I I I I I I I I I I I I I I --t---y---fi---I---fi---I---t---I---rt---I---rt---I--- I 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 Fluted Fin 3'-0", Typ ■I Top of Insertion Reveal Texture, Grid Spacing Footing Point 1 Typ PIER WALL MOTIF ELEVATION 1/4"=1 '-0'• Insertion Reveal Point 2 Y-0", Typ _ Grid Spacing Top of Footing LEGEND 1 - Indicates Vertical Grid Line A - Indicates Horizontal Grid Line NOTE: 1. Fluted Fin Texture not shown for clairty. X DESIGN a. Roya Golchoobian ev DETAILS '�EStephane Dulor CNE°xEQ PREPARED FOR THE Brett MOkley STATE OF CALIFORNIA 54DG1293 CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT POST MILES 15.2 A R C H I T E C T U A L DETAILS NO. 11 X Oscar COIcol ROya GOIchoobian PROJECT ENGINEER QUANTITIES - CMECKEQ DEPARTMENT OF TRANSPORTATION TI RI Ful ler Oscar Colcol II a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION OnrES SKEET OF II/17/10 05 10 07 /1 40 48 FOR REDUCED PLANS0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST Limits of payment for Prepare and Stain Concrete Detai 1 1 Top of sidewalk i--------------- 7 ------ -------- ----------------- 6B II---------------- --- L -------------- �--JJ--� Note 1 --mss Abut 1 Bent 2 Abut 3 (Looking West) ELEVATION - EAST SIDE Not to Scale Igym:+c –r nnvmon+ -r–, D------ nnA C+n:n r --+– L , A Abut 3 (Looking East) ELEVATION - WEST SIDE Not to Scale NOTE: 1. For "PIERWALL ELEVATION", see "ARCHITECTURAL DETAINS NO. 1" sheet. 8'W x 4'H Test Panel YI Location 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 I I I I I I I I I I I I I I I I I 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 B ___ I I _I_J_J_J_ r I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 C --- ---I - 1--F-1-1-1 1 -T -T -r -r -r- T -I- I I TT -I I I -1--1- - - D --------I--I-4-4- 4-4-4--1--I -1- 4- 4-4- E___ __-r _1 I I I I I I I I I I I I I I I F -------- -1-�-t- G -------- II I J_ _J_ 1_1_L_LL 1 �L L _ ____J_ _ _1_1_1_ I I I I I I I I - I 11 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 H--- -- ---- - - - - r -r -r C I -7 -1 -1 -1 -I -T -T -r -r -r -I --I-1-1-1- I -------- -1--1-444-4-4-+-1-- - - --4-4-4--�-1--p-1--1--1--1-4-4-4-4- ___ _I_ I f l I I J--- --- - - - -�----------------- -- -I--I- JF -1 I li I I I I I I I I I I I I I I I I I I I I I II I I PICTAI1 1 \_r Note 1 Bent 2 Structure approach J , I I I , I i I Abut 1 1 '-0", TYP Grid Spacing C, c 2 4 6 8 10 12 14 16 18 20 22 24 26 28 >11 3 5 7 9 11 13 15 17 19 21 23 25 27 ~ a 0 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 `I a A -----Tr-- -T-T-r-r-C--7I -�-11-T-r-r-r-r- 1 1 1 ---- 1- - - - B --- -- -T- - - - ------ - - - - - -I I I- 4-4-�-T--r ___-_I-�_I 1--� �_�_1 1 1 1 1_1_1 1_1 1 1 1_1 1_1_ C I I I I I 1 I I I I I I I I I _ 1 I I I D -----+-t-+-i -F-F----1--i-�-+- -t-i-F-F----�-�--+-+-+-t-I p E -I 1 1 1 1 1 D �F --- --rt t-r-r---'`1���jjj--- t/ 7 G------4-- -L -L - - - -4-�- - - - ---1-4--1-4--T-4--I--r -- -- - _I 0 XF-+-+- I ------------------------------------------------�1----- I n -------------------------------------------7---1--11 I I II ARCHITECTURAL TREATMENT (LOCATION 1) Not to Scale DETAIL 2 Top o sidew( 1- -f payment for and Stain Concrete TYPE 5 WALL 1/4"=1 '-0.. Top of sidewalk I I � — - a Soffit ~ line SECTION B -B Not to Scale 'I X DESIGN By Roya Golchoobian DISTI COUNTY I ROUTE TOTAL PROJECT NO SHEETS BRIDGE NO. N CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT 08 1 SB 10 14.8/15.5 495 1 566 r I"EIIEI a Brett MOkley 54-1293 X 0 Oscar Colcol BT 4,4 Sandblast 1DA1TE10 PROJECT ENGINEER POST MILES II ARCHITECTURAL DETAILS N O 12 C"ECKEa paESSNqment REGIS RED CIVIL NEER 1 0 a (D�1 DEPARTMENT OF TRANSPORTATION 15,2 . a 0 1 Roya Golc wobianz UNIT: 2232 "0 DISREGARD PRINTS BEARING 1/6/11 Na 047315> FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 PLANS APPROVAL DATE 08-468104 EARLIER REVISION DATES „nano os l0 01 n 41 1 48 U)L Exp. (he State of California or its officers or agents .4 CIVIL TN — shall not be responsible for the accuracyorSf ra O completeness of electronic copies of this plop sheet. or [AL1F0CL > t O O SANBAG Sandb aSt N 1170 N 3RD STREET L SAN BERNARDINO, CA 92410 }a— T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SECTION C -C 11/2"=1'-0LEGEN A - Indicates Horiz Grid Line SECTION A -A 1 - Indicates Vert Grid Line Not to Scale L Outside face i Archtectural = of barrier Treatment (Location 1) L U 24'-0" Min Abut 3 West Expansion 27'-0" Min Abut 3 East joint SECTION D -D r=1,-0. (Abut 3 West shown, East similar) 1 '-0", TYP Grid Spacing C, c 2 4 6 8 10 12 14 16 18 20 22 24 26 28 >11 3 5 7 9 11 13 15 17 19 21 23 25 27 ~ a 0 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 `I a A -----Tr-- -T-T-r-r-C--7I -�-11-T-r-r-r-r- 1 1 1 ---- 1- - - - B --- -- -T- - - - ------ - - - - - -I I I- 4-4-�-T--r ___-_I-�_I 1--� �_�_1 1 1 1 1_1_1 1_1 1 1 1_1 1_1_ C I I I I I 1 I I I I I I I I I _ 1 I I I D -----+-t-+-i -F-F----1--i-�-+- -t-i-F-F----�-�--+-+-+-t-I p E -I 1 1 1 1 1 D �F --- --rt t-r-r---'`1���jjj--- t/ 7 G------4-- -L -L - - - -4-�- - - - ---1-4--1-4--T-4--I--r -- -- - _I 0 XF-+-+- I ------------------------------------------------�1----- I n -------------------------------------------7---1--11 I I II ARCHITECTURAL TREATMENT (LOCATION 1) Not to Scale DETAIL 2 Top o sidew( 1- -f payment for and Stain Concrete TYPE 5 WALL 1/4"=1 '-0.. Top of sidewalk I I � — - a Soffit ~ line SECTION B -B Not to Scale 'I X DESIGN By Roya Golchoobian `"E S+ephane Dulor PREPARE D F O R T H E BRIDGE NO. N CITRUS AVENUE OC (REPLACE) DESIGN OVERSIGHT BT DETAILS I"EIIEI STATE OF CALIFORNIA Brett MOkley 54-1293 X Oscar Colcol BT Golchoobian PROJECT ENGINEER POST MILES II ARCHITECTURAL DETAILS N O 12 C"ECKEa SIGN OFF DATE QUANTITIES Tim Ful ler Oscar Colcol DEPARTMENT OF TRANSPORTATION 15,2 . a DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION GATES —ET I OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES „nano os l0 01 n 41 1 48 FILE => $REOUEST _ See "ROAD PLANS" See "DETAIL F"� \ / Limits of Approach Slab 1 Edge ofI Sidewalk \ / BB or EB C C Bridge Longitudinal const. �30'0"± joint. See "ROAD PLANS" ( See Note 3 ) Edge of Z PLAN approach slab 1" = 30' Pay limits for structural concrete, approach slab H See "DETAIL E" --- i Slab See "SEAT TYPE ABUTMENT / TIE DETAILS" L #6 O 12 U In1 / � N — _ U Filter fabr i c/ ":lIna o I— Geocomposite drain I \ \ f~ See Note 2 j Sealed joint #4 bar chairs @ 3'-0"± Transverse transversely and 4'-0"± contact joint longitudinally 3" slotted plastic #5 @ 12 pipe. See Note 2� "b" bars See "DETAIL G" ining We 5 Edge of sidewalk See "ROAD - - - PLANS" #8 @ 6 #8 Cont @ 12, o "a" bars Note 5 SECTION C -C #4C @6 #5 x 2'-0" @ 12 Backwall - - 1/4" expansion joint filler V= 1,-0.. ice, Outside edge ` . of barrier I I , SECTION H—H ''/8" = 1 ' -0'1 Edge of ^ approach slab Q6,11.1- - ------------------ - --��Of �Inside face barrier --— —— — — — --——----_—_ ---- __ Outside edge - of barrier A DETAIL G 1' = 10'-0" I Edge of A sidewal k Sidewalk i� --------- - - - - -- see "ROAD PLANS" Inside face of barrier I I ---------- --- ( I--------------- -------------- Edge ------------- Edge of approach slab I I L_ MR:5 2" SEAT TYPE ABUTMENT TIE DETAILS (See Note 1 ) /4" = 1'-0" A ------------------ - - - - - -- Edge of DETAIL F sidewalk 1' = 10'-0" I I , I—_T__ _1\1 II I I II 11 I i i I I Sidewalk Ramp 17 see "ROAD PLANS" r I •• I .. I AR CHAIR DETAIL 1112 = 1 " -0" Edge of approach slab Inside face of barrier \J — �- Outside edge of barrier DETAIL E 1' = 10'-0" IST COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS )8 SB X100 14.8/15.5 496 1 566 11/12/10 QaOFESS/oN REGIS RED CIVIL ENGINEER DATE �o 4� .e Fy c Rav° Gol cFwobi°n = 1/6/11 °J 047315 PLANS APPROVAL DATE NO. DA e State of Cali(ornio or its officers or agents i, Exp. CIVIL ol/ not be responsible for the accuracy or s mole feness 0( electronic COQieS Of this Qlbn sheet. r Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 1. For details not shown, see Structure Plans. For MR < 2", adjust bar reinforcement to clear a sawcut for sealed joint, when required. 2. For drainage details, see "Structure Approach Drainage Details" sheet. 3. Longitudinal construction joints, when permitted by Engineer, shall be located on lane lines. 4. For transverse contact joint with new PCC paving, refer to Standard Plan A35 -A. 5. Place approach slab transverse reinforcement parallel to paving notch. Space transverse reinforcement along � roadway. 6. For "SECTION A -A", see "RETAINING WALL LAYOUT No. 1" sheet. 7. For "SECTION B -B", see "RETAINING WALL DETAILS" sheet. x DESIGN a. Roya Golchoobian '�EStephone Dulor PREPARED FOR THE AVENUE OC (REPLACE) DESIGN OVERSIGHT eT CNECxE° DETAILSCITRUS DETAILS STATE OF CALIFORNIA Brett MOkley 54-1293 Oscar COICOI ROyo GOIChOObiOn PROJECT ENGINEER POST MILES II QUANTITIES aT INE Oscar DEPARTMENT OF TRANSPORTATION 15.2 STRUCTURE APPROACH TYPE N (30S) OFF DATE Tim FuIIe r Colco aSIGN DESIGN DETAIL SHEET (ENGLISH) (RE V.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION OATS$ SKEET OF FOR REDUCED PLANS o 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES IIn7n0 ! 10 07 /I 42 1 411 j FILE => sREOUEST 3" Plas ( Slott( fE Cap endetaining Wall Retaining wall ILO BB or EB ' ' T(D I 1 1 ,nCr 0Geocomposite c drain I ' Structure01Bridge deck ; approach o _ � 1 I + I I 1 1 O 0 Structure ' ; ' Geocomposite N approach I 1 drain 0 I I y E I I I 1 + - - 1 — I ( 1 E 1 — 0 1 I 1 1 1 I ( ( OT F eond Retaining wall Wingwoll TYPICAL PLAN 1' = 30" Cap end H SECTION E -E 112" = 1'-0" Note: Bends and junctions in 3" plastic pipe are 30" radius min. truction ection H -H" grade tIetsI see ood Plans" of footing 0 gr 1ST COUNTY I ROUTE I TOTAL PROJECT NO SHEETS 08 1 SB 10 1 14.8/15.5 497 1 566 0 11/12/10 77— Bend reinforcing to ovoid pipes Optional joint of footing I I REGIS RED CIVIL ENGINEER DATE �o PROFESSlo4"4C POST MILES 15.2 .e Fy c DRAINAGE DETAILS ROVD Gol cFwobiOn = 1/6/11 °J II a NO. 047315 PLANS APPROVAL DATE ORIGINAL SCALE IN INCHES DA Exp. CIVIL to State of Cali Tornio or its officers or agents IL V// not be responsible for the accuracy 7mpleteness of electronic copies of this r or q plan sheet. Tf OF SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 FOR REDUCED PLANS o , z 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 30"-0" - Limits of approach slab & geocomposite drain End of approach slab SECTION H -H 74" = 1'-0„ RETAINING WALL WINGWALL SECTION F -F 1/4 = 1 " 0„ NINA ( Slotted ) RETAINING WALL WINGWALL SECTION G -G 1/4 = 1"-0„ Geocomposite drain Geocomposite drain Q Q Filter fabric L abric 0 3" Plastic pipe stic pipe ( Slotted ) ottedTPB B Top of abutment or retaining wall footing Drainage pad e ( Minor concrete q„ 1'-0" 4" WITHOUT FOOTING WITH FOOTING DRAINAGE DETAILS 11/2" = 1'-0.. x 2-6x4' 1 -0 Wallconst. reinforcing Br CHECKED DESIGN Roya Golchoobian Stephone Dulor Br CHECKED DETAILS PREPARED FOR THE Brett MOkley STATE OF CALIFORNIAiOn 54DG1293 77— Bend reinforcing to ovoid pipes Optional joint of footing I I I I I ITop Wall footing POST MILES 15.2 TRUCTURE APPROACH DRAINAGE DETAILS SECTION H -H 74" = 1'-0„ RETAINING WALL WINGWALL SECTION F -F 1/4 = 1 " 0„ NINA ( Slotted ) RETAINING WALL WINGWALL SECTION G -G 1/4 = 1"-0„ Geocomposite drain Geocomposite drain Q Q Filter fabric L abric 0 3" Plastic pipe stic pipe ( Slotted ) ottedTPB B Top of abutment or retaining wall footing Drainage pad e ( Minor concrete q„ 1'-0" 4" WITHOUT FOOTING WITH FOOTING DRAINAGE DETAILS 11/2" = 1'-0.. x Br CHECKED DESIGN Roya Golchoobian Stephone Dulor Br CHECKED DETAILS PREPARED FOR THE Brett MOkley STATE OF CALIFORNIAiOn 54DG1293 CITRUS AVENUE OC (REPLACE) ¢ DESIGN OVERSIGHT POST MILES 15.2 TRUCTURE APPROACH DRAINAGE DETAILS Oscar COCO ROya GOChOObPROJECT ENGINEER OUANTITIES er Ti. Fuller `HE KED Colco DEPARTMENT OF TRANSPORTATION II a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVN DATES SHEET ov ISIO IIn710 05 10 1 43 1 48 FOR REDUCED PLANS o , z 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST BENCHMARKS: Horizontal coordinates ore CCS NAD -83 (NSRS2007) Vertical control based on NAVD-88 (NGS NAVD88) Pt. 1026 N: 1846460.090 E: 6727117.050 Elevation: 1098.203 SET MAG NL & FLASH NB CITRUS 400'± S' LY OF RAILS Pt. 1076 N: 1847146.214 E: 6717897.129 Elevation: 1118.852 FD CHIS ' IN WALK/BCR SE COR CITRUS AND EB ON-RAMP Pt. 5003 N: 1846901.873 E: 6726986.553 Elevation: 1085.900 SET REBAR W/ "AECP LS 4430" PLUG 30'+- S'LY OF RAILS, 100 't W' LY OF CITRUS Pt. 5004 N: 1846909.878 E: 6727206.247 Elevation: 1086.009 SET REBAR W/ "AECP LS 4430" PLUG 30'± S' LY OF RAILS, 100'± E' LY OF CITRUS NOTES: (1) This LOTB sheet (Boring Record) was prepared in accordance with the Caltrans Soil and Rock Classification Logging, Classification and Presentation Manual (June 2007). (2) 2.4" samples were taken using a Modified California 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 blowcounts to Standard Penetration Test (SPT) blowcounts is 0.5. +1120 +1030 EI. +1117.70 ft n� L11ne0 IMP" I 1110 +1110— co m I � +1100— +1100+1090+1080 DESIGN OVERSIGHT I a 0 +1090— CHECKED By 0 o0 II L O G O F T E S T B O R I N G S 1 O F 5 I ( +1080- ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING 0 0 z m 1' 50/4 2.4 8 a 57 1.4 9 Li +1070 REF/6 2.4 10 j ILi 50/6 1.4 11 ..1-10 Imp" Line +1060— 1060 C C11r Ave = +1050— +1050+1040 510 801+44.31 +1040— +1030 +1020 46+00 A-09-007 Abut 1 West Retaining Wall A-08-008 ® C Abut 1 SW / Retaining WEII — _ _ 4 U— _ _ — _ _ _ — _ A -O8-007 El Abut 1 SE Retaining wall Abut I East - Retaining Wall N.I Abut 3 West Retaining Wall _9+00 50 00 _ _ _ _ _ _ _ _ _ _T _ _ —r _ _ N00°08'05"w 51-00 -------52+00 A-08-010 I 1oa3.00 A-08-009 10 jl /�, Pier 2 3 I/ PLAN 1' = 40' 0 3 As halt Concrete Poorly graded SAND with SILT (SP -SM): loose to very dense, olive -brown dry, few fine GRAVEL, mostly coarse to fine SANb, few fines, nonplastic, weak cementation D SILTY SAND (SM): dense, olive, moist, 5% fine GRAVEL, 63% coarse to fine SAND, 32% fines, nonplastic, weak cementation becomes very dense, olive -gray, trace fine GRAVEL, mostly coarse to fine SAND, little fines Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -gray, moist, little fine GRAVEL, mostly coarse to fine SAND, few fines, nonplastic, weak cementation SILTY SAND with GRAVEL ISM): dense, olive -brown, moist 33 % coarse to fine GRAVEL, 52% coarse to fine SAND, 15% fines, nonplastic, weak 1 cementation Poorly graded SAND with GRAVEL (SP): dense, gray, dry Ilttle fine GRAVEL, mostly coarse to fine SAN15, trace fines, nonplastic, weak cementation becomes very dense SILT with SAND (ML): very stiff, liht olive - brown, moist, 22% medium to fine SAND, 787 fines, low plasticity becomes hard, PP=4.25 tsf SILTY SAND ISM): medium dense, olive moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation becomes dense SANDY SILT (ML): hard, olive, moist, little medium to fine SAND, low plasticity Terminated at EI. 1036.2 ft Drilled on 9/14/2009 _ Hammer Energy Ratio (ERi=75%) Groundwater not Encountered During Drilling 47+00 48+00 Stationing along "Citrus" Line 49+00 abut 3 East — Retaining all F1118.70 ft COUNTY I ROUTE ITOTAL PROJECT I " No SHEETS SBd 1 10 1 14.8/15.5 1 498 1 566 REGISTERED CIVIL ENGINEER DATE �o eaOFEss/oho! W�Z S.PIRATHIVIRAJ 1/6/11 a m No. 471662 a PLANS APPROVAL DATE Exp. 12/31/11 The Stole of Coliforn ioor its officers or cents ,y sholl not be responsible for the accuracyOr `rt4 CIVIL \P completeness of sconne0 copies of this plop sheet. rF of CALIV& SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B A - 09 - 008 N 8 8 Asphalt Concrete 2.5 Base SILTY SAND ISM): loose to dense olive, moist, few fine 0 GRAVEL, mostly coarse to fine SAND, Ilttle fines, nonplastic, weak cementation `mJUw DS becomes very dense becomes dense, 10% fine GRAVEL, 49% coarse to fine SAND, 41% fines becomes very dense, few fine GRAVEL, mostly coarse to fine SAND, little fines becomes dense Poorly graded SAND with SILT and GRAVEL (SP -SM): 1 dense, olive -brown, dry 18% fine GRAVEL, 76% coarse to fine SANb, 6% fines, nonplastic, weak cementation Poorly graded SAND with GRAVEL (SP): very dense, gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation Poorly graded GRAVEL with SAND (GP): very dense, arae. dry. mostly coarse to fine GRAVEL. little 3 weakJcementation� V V V V ~ REF/3 2.4 1 d•• U UW Terminated at EI. 1058.4 ft _ Drilled on 9/15/2009 Hammer Energy Ratio (ERi=75%) Groundwater not Encountered During Drilling PROFILE VERTICAL 1" = 10" HORIZONTAL 1" = 20' 50+00 51+00 +1120 +1110 +1100 +1090 M F_ M +1080 n +1070 +1060 +1050 +1040 +1030 +1020 O z R. Zezoff �Q. "1-10" Line n� L11ne0 IMP" I C I T R U S AVENUE 0 C ( R E P L A C EX co m I � n DESIGN OVERSIGHT I a 0 CHECKED By 0 o0 II L O G O F T E S T B O R I N G S 1 O F 5 I ( 10 7 00 ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING Sto 50+00.000 z m 1' OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES j c Citr,W = St a 801+49.87 FILE => $REGUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 ..1-10 Imp" Line Sto 49+118.46 C C11r Ave = 510 801+44.31 I I 1-10" Line 1083.00 N.I Abut 3 West Retaining Wall _9+00 50 00 _ _ _ _ _ _ _ _ _ _T _ _ —r _ _ N00°08'05"w 51-00 -------52+00 A-08-010 I 1oa3.00 A-08-009 10 jl /�, Pier 2 3 I/ PLAN 1' = 40' 0 3 As halt Concrete Poorly graded SAND with SILT (SP -SM): loose to very dense, olive -brown dry, few fine GRAVEL, mostly coarse to fine SANb, few fines, nonplastic, weak cementation D SILTY SAND (SM): dense, olive, moist, 5% fine GRAVEL, 63% coarse to fine SAND, 32% fines, nonplastic, weak cementation becomes very dense, olive -gray, trace fine GRAVEL, mostly coarse to fine SAND, little fines Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive -gray, moist, little fine GRAVEL, mostly coarse to fine SAND, few fines, nonplastic, weak cementation SILTY SAND with GRAVEL ISM): dense, olive -brown, moist 33 % coarse to fine GRAVEL, 52% coarse to fine SAND, 15% fines, nonplastic, weak 1 cementation Poorly graded SAND with GRAVEL (SP): dense, gray, dry Ilttle fine GRAVEL, mostly coarse to fine SAN15, trace fines, nonplastic, weak cementation becomes very dense SILT with SAND (ML): very stiff, liht olive - brown, moist, 22% medium to fine SAND, 787 fines, low plasticity becomes hard, PP=4.25 tsf SILTY SAND ISM): medium dense, olive moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation becomes dense SANDY SILT (ML): hard, olive, moist, little medium to fine SAND, low plasticity Terminated at EI. 1036.2 ft Drilled on 9/14/2009 _ Hammer Energy Ratio (ERi=75%) Groundwater not Encountered During Drilling 47+00 48+00 Stationing along "Citrus" Line 49+00 abut 3 East — Retaining all F1118.70 ft COUNTY I ROUTE ITOTAL PROJECT I " No SHEETS SBd 1 10 1 14.8/15.5 1 498 1 566 REGISTERED CIVIL ENGINEER DATE �o eaOFEss/oho! W�Z S.PIRATHIVIRAJ 1/6/11 a m No. 471662 a PLANS APPROVAL DATE Exp. 12/31/11 The Stole of Coliforn ioor its officers or cents ,y sholl not be responsible for the accuracyOr `rt4 CIVIL \P completeness of sconne0 copies of this plop sheet. rF of CALIV& SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B A - 09 - 008 N 8 8 Asphalt Concrete 2.5 Base SILTY SAND ISM): loose to dense olive, moist, few fine 0 GRAVEL, mostly coarse to fine SAND, Ilttle fines, nonplastic, weak cementation `mJUw DS becomes very dense becomes dense, 10% fine GRAVEL, 49% coarse to fine SAND, 41% fines becomes very dense, few fine GRAVEL, mostly coarse to fine SAND, little fines becomes dense Poorly graded SAND with SILT and GRAVEL (SP -SM): 1 dense, olive -brown, dry 18% fine GRAVEL, 76% coarse to fine SANb, 6% fines, nonplastic, weak cementation Poorly graded SAND with GRAVEL (SP): very dense, gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation Poorly graded GRAVEL with SAND (GP): very dense, arae. dry. mostly coarse to fine GRAVEL. little 3 weakJcementation� V V V V ~ REF/3 2.4 1 d•• U UW Terminated at EI. 1058.4 ft _ Drilled on 9/15/2009 Hammer Energy Ratio (ERi=75%) Groundwater not Encountered During Drilling PROFILE VERTICAL 1" = 10" HORIZONTAL 1" = 20' 50+00 51+00 +1120 +1110 +1100 +1090 M F_ M +1080 n +1070 +1060 +1050 +1040 +1030 +1020 O z R. Zezoff DRAWN By J. Fang R. Jie PREPARED FOR THE C I T R U S AVENUE 0 C ( R E P L A C EX S. Pirathiviroj 54-1.293 FIELD INVESTIGATION B- OF CALIFORNIA DESIGN OVERSIGHT CHECKED By L. Cheong PROJECT ENGINEER POST MILES PROJECT DATE: 09/14/09 to 09/22/09 DEPARTMENT OF TRANSPORTATION 15.2 L O G O F T E S T B O R I N G S 1 O F 5 II a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVIS101+ DATES SHEET OF z g3 IO OS 10 I >-I,' II /12/10 I I I I 1 1 44 1 48 OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES j FILE => $REGUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 BENCHMARKS: Horizontal coordinates ore CCS NAD -83 (NSRS2007) Vertical control based on NAVD-88 (NGS NAVD88) Pt. 1026 N: 1846460.090 E: 6727117.050 Elevation: 1098.203 SET MAG NL & FLASH NB CITRUS 400'± S' LY OF RAILS Pt. 1076 N: 1847146.214 E: 6717897.129 Elevation: 1118.852 FD CHIS ' IN WALK/BCR SE COR CITRUS AND EB ON-RAMP Pt. 5003 N: 1846901.873 E: 6726986.553 Elevation: 1085.900 , SET REBAR W/ 'AECP LS 4430" PLUG 30''- S'LY OF RAILS, 100 't W' LY OF CITRUS Pt. 5004 N: 1846909.878 E: 6727206.247 Elevation: 1086.009 SET REBAR W/ "AECP LS 4430" PLUG 30'± S' LY OF RAILS, 100'± E' LY OF CITRUS NOTES: (1) This LOTB sheet (Boring Record) was prepared in accordance with the Caltrans Soil and Rock Classification Logging, Classification and Presentation Manual (June 2007). (2) 2.4" samples were taken using a Modified California 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 blowcounts to Standard Penetration Test (SPT) blowcounts is 0.5. 1 +1120 +1110 +1100 +1090 +1080 z O a +1070 w w +1060— +1050— +1040— +1030— +1020 1060+1050+1040+1030+1020 48+00 A-09-009 Abut 1 West Retaining Wall A-08-008 ® C Abut 1 SW / Retaining WEII — _ _ 4 U— _ _ — _ _ _ — _ A -O8-007 FID Abut I SE Retaining wall Abut I East Retaining Wall N.I Abut 3 West Retaining Wall _9+00 _ _ _ _ _ _ _ _ _ _T _ _ —r _ — N00°08'05"w 50 00 51-00 -------52+00 1oa3.00 J� N, I 1 0l ® A-08-009 I 1 SILTY SAND ISM): medium dense, olive most, few — fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation X127 fine GRAVEL, 67% coarse to fine SAND, 21% fines J�WDS PA Poorly graded SAND with SILT and GRAVEL (SP -SM): medium dense, olive -brown dry, 23% fine GRAVEL, 71% coarse to fine SAND, 9% fines, nonplastic, weak cementation Poorly graded SAND with GRAVEL (SP): very dense, gray, dry, little coarse to fine GRAVEL, mostly jDw coarse to fine SAND, trace fines, nonplastic, weak cementation becomes medium dense becomes very dense JjDW DS PA SILTY SAND with GRAVEL ISM : medium dense, olive-- brown, moist, 26% fine GRAVEL, 51% coarse to fine SAND 23% fines nonplastic, weak cementation SANDY SILT (ML): stiff, olive -brown, moist, little medium to fine SAND, low plasticity 1jDW SILTY SAND with GRAVEL ISM): medium dense, olive -- brown, moist, little fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation becomes very dense .1l Terminated at EI. 1040.5 ft Drilled on 9/22/2009 Hammer Energy Ratio (ERi=75%) Groundwater not Encountered During Drilling 49+00 50+00 A-08-010 ' /t Pier 2 II/ PLAN 1' = 40' 1 a Q] a 0 3 4 0 Z) PROFILE VERTICAL 1" = 10' HORIZONTAL 1" = 20' Stationing along "Citrus" Line 51+00 abut 3 East — Retaining all COUNTY I ROUTE ITOTAL PROJECT I I SHEETS SBd 1 10 1 14.8/15.5 1 499 1 566 REGISTERED CIVIL ENGINEER DATE �o eaOFEss/oho! W�Z S.PIRATHIVIRAJ 1/6/11 a m No. C71662 a PLANS APPROVAL DATE Exp. 12/31/11 The Stole of Coliforn ioor its officers or cents ,y sholl not be responsible for the accuracyOr `rt4 CIVIL \P coleteness of sconne0 copies of this plop sheet. rF mpof CALIV& SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B A-09-010 Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive -brown, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonplastic, weak cementation becomes dense 46% fine GRAVEL, 47% coarse to fine SAND, 7% fines becomes very dense SILTY SAND with GRAVEL ISM): dense, olive -brown, moist, little fine GRAVEL, mostly coarse to fine SAND, AND little fines non lastic weak cementation Well -graded AN with AV L W : dense, ollve- gray, dry, 43% fine GRAVEL, 54% coarse to fine SAND 3% fines nonplastic weak cementation Poorly graded SAND with GRAVEL (SP): very dense, gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation Poorly graded GRAVEL with SAND GP : very dense, gray, dry, mostly coarse to fine GRAVEL, little coarse to fine SAND, trace fines, nonplastic, weak cementation SANDY SILT (ML): very stiff, olive -brown, moist, 38% medium to fine SAND, 62% fines, low plasticity becomes hard, little medium to fine SAND SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND:, fines, nonplastic, weak cementation becomes very dense =1M Poorly graded SAND with SILT and GRAVEL SP -SM medium dense, olive -brown, dry, little coarse to fine GRAVEL, mostly coorse to fine SAND, few UW - fines, nonplastic, weak cementation, with SILTY SAND, SANDY SILT layer Terminated at EI. 1032.5 ft SILTY SAND (SM): dense, olive -brown, moist, few Drilled on 9/22/2009 fine GRAVEL, mostly coarse to fine SAND, little Hammer Energy Ratio (ERi=75%) fines, nonplastic, weak cementation Groundwater not Encountered During Drilling 52+00 53+00 +1120 +1110 +1100 +1090 M F_ M +1080 n +1070 +1060 +1050 +1040 +1030 +1020 O z R. Zezoff �F "I-10" Line rT� �Ll.- 10 IMP" I C I T R U S AVENUE O C ( R E P L A C EX co mI I n DESIGN OVERSIGHT I a 0 CHECKED By 0 o0 II L O G O F TEST BORINGS 2 OF 5 II a 00 ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING Sto 50+00.000 z m 1' OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES j c Citr,W = St a 801+49.87 FILE => $REGUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 ..1-10 Imp" Line Sto 49+118.46 C Cltr Ave = 510 801+44.31 I I "1-10" Line 1083.00 N.I Abut 3 West Retaining Wall _9+00 _ _ _ _ _ _ _ _ _ _T _ _ —r _ — N00°08'05"w 50 00 51-00 -------52+00 1oa3.00 J� N, I 1 0l ® A-08-009 I 1 SILTY SAND ISM): medium dense, olive most, few — fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation X127 fine GRAVEL, 67% coarse to fine SAND, 21% fines J�WDS PA Poorly graded SAND with SILT and GRAVEL (SP -SM): medium dense, olive -brown dry, 23% fine GRAVEL, 71% coarse to fine SAND, 9% fines, nonplastic, weak cementation Poorly graded SAND with GRAVEL (SP): very dense, gray, dry, little coarse to fine GRAVEL, mostly jDw coarse to fine SAND, trace fines, nonplastic, weak cementation becomes medium dense becomes very dense JjDW DS PA SILTY SAND with GRAVEL ISM : medium dense, olive-- brown, moist, 26% fine GRAVEL, 51% coarse to fine SAND 23% fines nonplastic, weak cementation SANDY SILT (ML): stiff, olive -brown, moist, little medium to fine SAND, low plasticity 1jDW SILTY SAND with GRAVEL ISM): medium dense, olive -- brown, moist, little fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation becomes very dense .1l Terminated at EI. 1040.5 ft Drilled on 9/22/2009 Hammer Energy Ratio (ERi=75%) Groundwater not Encountered During Drilling 49+00 50+00 A-08-010 ' /t Pier 2 II/ PLAN 1' = 40' 1 a Q] a 0 3 4 0 Z) PROFILE VERTICAL 1" = 10' HORIZONTAL 1" = 20' Stationing along "Citrus" Line 51+00 abut 3 East — Retaining all COUNTY I ROUTE ITOTAL PROJECT I I SHEETS SBd 1 10 1 14.8/15.5 1 499 1 566 REGISTERED CIVIL ENGINEER DATE �o eaOFEss/oho! W�Z S.PIRATHIVIRAJ 1/6/11 a m No. C71662 a PLANS APPROVAL DATE Exp. 12/31/11 The Stole of Coliforn ioor its officers or cents ,y sholl not be responsible for the accuracyOr `rt4 CIVIL \P coleteness of sconne0 copies of this plop sheet. rF mpof CALIV& SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B A-09-010 Poorly graded SAND with SILT and GRAVEL (SP -SM): very dense, olive -brown, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonplastic, weak cementation becomes dense 46% fine GRAVEL, 47% coarse to fine SAND, 7% fines becomes very dense SILTY SAND with GRAVEL ISM): dense, olive -brown, moist, little fine GRAVEL, mostly coarse to fine SAND, AND little fines non lastic weak cementation Well -graded AN with AV L W : dense, ollve- gray, dry, 43% fine GRAVEL, 54% coarse to fine SAND 3% fines nonplastic weak cementation Poorly graded SAND with GRAVEL (SP): very dense, gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation Poorly graded GRAVEL with SAND GP : very dense, gray, dry, mostly coarse to fine GRAVEL, little coarse to fine SAND, trace fines, nonplastic, weak cementation SANDY SILT (ML): very stiff, olive -brown, moist, 38% medium to fine SAND, 62% fines, low plasticity becomes hard, little medium to fine SAND SILTY SAND (SM): dense, olive -brown, moist, few fine GRAVEL, mostly coarse to fine SAND:, fines, nonplastic, weak cementation becomes very dense =1M Poorly graded SAND with SILT and GRAVEL SP -SM medium dense, olive -brown, dry, little coarse to fine GRAVEL, mostly coorse to fine SAND, few UW - fines, nonplastic, weak cementation, with SILTY SAND, SANDY SILT layer Terminated at EI. 1032.5 ft SILTY SAND (SM): dense, olive -brown, moist, few Drilled on 9/22/2009 fine GRAVEL, mostly coarse to fine SAND, little Hammer Energy Ratio (ERi=75%) fines, nonplastic, weak cementation Groundwater not Encountered During Drilling 52+00 53+00 +1120 +1110 +1100 +1090 M F_ M +1080 n +1070 +1060 +1050 +1040 +1030 +1020 O z R. Zezoff DRAWN By J. Fang R. Jie PREPARED FOR THE C I T R U S AVENUE O C ( R E P L A C EX S. Pirathiviroj 54-1.293 FIELD INVESTIGATION B- OF CALIFORNIA DESIGN OVERSIGHT CHECKED By L. Cheong PROJECT ENGINEER POST MILES PROJECT DATE: 09/14/09 to 09/22/09 DEPARTMENT OF TRANSPORTATION 15.2 L O G O F TEST BORINGS 2 OF 5 II a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVIS101+ DATES SLEET OF z 0} IO OS t0 7 0 II/12/IO 45 48 OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES j FILE => $REGUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) CEMENTATION Description Criteria Weak Crumbles or breaks with handling or A little finger pressure. Moderate Crumbles or breaks with considerable Rotary dri I led boring finger pressure. Strong Will not crumble or break with finger OR pressure. BOREHOLE IDENTIFICATION Symbol Type Description sl:e A Auger Boring sl:e R Rotary dri I led boring Strength (tsf) P Rotary percussion boring (air) OR < 0.25 Rotary drilled diamond core < 0.12 Easily penetrated several inches HD Hand driven (1 -inch soil tube) The thread cannot be rerolled after reaching the plastic limit. The lump crumbles HA Hand Auger when drier than the plastic limit. D Dynamic Cone Penetration Boring ® CPT Cone Penetration Test (ASTM D 5778-95) 0.12 to 0.25 by thumb 0 Other Note: Size in inches. C O C) 0 o Hole I.D. Top Hole EI. Casing driven 3 Description of material Size of Sampler (inches) 16 1.4 M uw uu Field & Lab Tests SPT N -Value GINSE� l (per ASTM 1586-99), Date measured P = push sample, '`- Material change or as noted Estimated material change Soil/Rock boundary Boring Date Terminated at Elev Hammer Energy Ratio (ERI) = ROTARY BORING CONSISTENCY OF COHESIVE SOILS PLASTICITY OF FINE-GRAINED SOILS Unconfined Pocket Criteria Description Compressive Penetrometer Torvane Measurement (tsf) Field Approximation Low Strength (tsf) Measurement (tsf) Top Hole Very Soft < 0.25 < 0.25 < 0.12 Easily penetrated several inches limit. Medium The thread cannot be rerolled after reaching the plastic limit. The lump crumbles by fist element (34.88 int when drier than the plastic limit. Driving rate in Easily penetrated several inches Soft 0.25 to 0.50 0.25 to 0.50 0.12 to 0.25 by thumb Medium Stiff 0.50 to 1.0 0.50 to 1.0 0.25 to 0.50 Penetrated several inches by on tip element. MB 156 percussion thumb with moderate effort hammer and a 2.2" 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 6 4 2 10 20 30 Indented by thumbnail with Hard > 4.0 > 4.0 > 2 0 difficulty C: O t 0 ° Hole I.D. Top Hole EI. 1 Blows per 12" 30 Ground water (Using 28 Ib hand surface hammer with a 12" GWS Elev. drop or as noted) P Dote measured Description of Pulled Pipe -77 materials 60 p (S) Sample 500 (S)� taken Refusal 10 Boring Date Terminated at Elev HAND BORING COUNTY I ROUTE ITOTAL PROJECT I I SHEET SBd 1 10 1 14.8/15.5 1 500 1 566 REGISTERED CIVIL ENGINEER DATE �o eaOFEsslo y4( W`moi ti S. PIRATHI VIRAJ 1/6/11 u m PLANS APPROVAL DATE No. C71662 a Exp. 12/31/11 The stote of Coliforn ioor its officers or agents sholl not be responsible for the occurocyOr `rl4 CIVI L \P coleteness of sconne0 copies of this pion sheet. lF mpOF CALIFORN SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B PLASTICITY OF FINE-GRAINED SOILS c O Description Criteria t o Nonplastic A 1/8 -inch thread cannot be rolled at any water content. Low The thread can barely be rolled and the lump cannot be formed when drier than the Top Hole plastic limit. The thread is easy to roll and not much time is required to reach the plastic limit. Medium The thread cannot be rerolled after reaching the plastic limit. The lump crumbles a Dote measured element (34.88 int when drier than the plastic limit. Driving rate in 6O It takes considerable time rolling and kneading to reach the plastic limit. The thread High can be rerolled several times after reaching the plastic limit. The lump can be formed without crumbling when drier than the plastic limit. 56 C: O t 0 ° Hole I.D. Top Hole EI. 1 Blows per 12" 30 Ground water (Using 28 Ib hand surface hammer with a 12" GWS Elev. drop or as noted) P Dote measured Description of Pulled Pipe -77 materials 60 p (S) Sample 500 (S)� taken Refusal 10 Boring Date Terminated at Elev HAND BORING COUNTY I ROUTE ITOTAL PROJECT I I SHEET SBd 1 10 1 14.8/15.5 1 500 1 566 REGISTERED CIVIL ENGINEER DATE �o eaOFEsslo y4( W`moi ti S. PIRATHI VIRAJ 1/6/11 u m PLANS APPROVAL DATE No. C71662 a Exp. 12/31/11 The stote of Coliforn ioor its officers or agents sholl not be responsible for the occurocyOr `rl4 CIVI L \P coleteness of sconne0 copies of this pion sheet. lF mpOF CALIFORN SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B DYNAMIC CONE PENETRATION BORING CONE PENETRATION TEST (CPT) SOUNDING R. Zezoff C O c O PREPARED FOR THE R. Jie 1.293 C IT R US AVENUE 0 C ( R E P L A C E t o Hole I.D. Hole I.D. Top Hole El. Top Hole EI. NC No Count recorded,2 GWS Elev. Pressure measured along sleeve friction L. Chean g Pushed a Dote measured element (34.88 int Pressure measured Driving rate in 6O area) divided by on tip element (2.33 int area) seconds per 12" 37 pressure measured (using a Stanley 56 on tip element. MB 156 percussion 91 58 hammer and a 2.2" 65 cone, or as noted) 43 113 180 09 15 6 4 2 10 20 30 100 2 0 Friction Ratio (%) Tip Bearing (MPo) Boring Date Boring Date DYNAMIC CONE PENETRATION BORING CONE PENETRATION TEST (CPT) SOUNDING R. Zezoff DRAWN By J. Fan 9 PREPARED FOR THE R. Jie 1.293 C IT R US AVENUE 0 C ( R E P L A C E X S. Pirathiviroj 54- FIELD INVESTIGATION Bv: STATE OF CALIFORNIA DESIGN OVERSIGHT CHECKED B. L. Chean g PROJECT ENGINEER POST MILES DATE: 09/14/09 to 09/22/09 DEPARTMENT OF TRANSPORTATION 15.2 L 0 G 0 F TEST BORINGS 3 OF 5 wl a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING PEVIS101 0<TES SeiEE T OF z ¢ 0} 10 OS t0 7/ 0 II/12/IO 46 48 OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-091 FOR REDUCED PLANS 0 I 2 7 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES j FILE => $REOUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 No SHEET REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) DIST COUNTY ROUTE TOTAL PROJECT08 1 SBd 1 10 1 14.8/15.5 1 5011 566 GROUP SYMBOLS AND NAMES Graphic/Symbol Group Names Graphic/Symbol Group Names ® ®Well 5 - 10 -graded GRAVEL 0 Dense Lean CLAY Very Dense GW Sand Coarse No. 10 to No. 4 Lean CLAY with SAND ® 0 . Fine Well -graded GRAVEL with SAND PROJECT ENGINEER POST MILES 15.2 Lean CLAY with GRAVEL II T E S T B O R I N G S 4 O F Jr a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT: 2232 CL SANDY lean CLAY SANDY lean CLAY with GRAVEL 0o Oo OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 2 3 Poorly graded GRAVEL 0 0 0° GP 10 OS/ 0 7 0 II /12/IO 47 48 F H F => TRFOIIF ST GRAVELLY lean CLAY o GRAVELLY lean CLAY with SAND ® Well -graded GRAVEL with SILT SILTY CLAY GW -GM SILTY CLAY with SAND ® Well -graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL CL -ML SANDY SILTY CLAY ® Well -graded GRAVEL with CLAY (or SILTY CLAY) SANDY SILTY CLAY with GRAVEL ® GW -GC Well-qraded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY (or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND 0o Poorly graded GRAVEL with SILT SILT o14 GP -GM SILT with SAND o Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL 0 ML SANDY SILT o 00 0 Poorly graded GRAVEL with CLAY (or SILTY CLAY) SANDY SILT with GRAVEL o GP -GC SAND((orrrSIILTdYGCLAYLandtSAND)Y and GRAVELLY SILT 0 °° GRAVELLY SILT with SAND C, 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 a CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC X/' GRAVELLY ORGANIC lean CLAY 11, oa CLAYEY GRAVEL with SAND I GRAVELLY ORGANIC lean CLAY with SAND SILTY, CLAYEY GRAVEL ORGANIC SILT R000 GC -GM ORGANIC SILT with SAND SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° Well -graded SAND SANDY ORGANIC SILT with GRAVEL SW GRAVELLY ORGANIC SILT °. Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND Poorly graded SAND Fat CLAY SP Ox Fat CLAY with SAND Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY Well -graded SAND with SILT SANDY fat CLAY with GRAVEL SW -SM GRAVELLY fat CLAY Well -graded SAND with SILT and GRAVEL GRAVELLY fat CLAY with SAND Well -graded SAND with CLAY Elastic SILT SW -SC (or SILTY CLAY) Elastic SILT with SAND Well -graded SAND with CLAY and GRAVEL (or SILTY CLAY and GRAVEL) MH Elastic SILT with GRAVEL SANDY elastic SILT Poorly graded SAND with SILT SANDY elastic SILT with GRAVEL SP -SM GRAVELLY elastic SILT Poorly SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND gggraded PoYodedCLASAND with CLAY Poor SyLT ORGANIC fat CLAY SP -SC ORGANIC fat CLAY with SAND Poorly graded SAND with CLAY and GRAVEL Ior SILTY CLAY and GRAVEL) OH ORGANIC fat CLAY with GRAVEL 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 SANDY ORGANIC SOIL with GRAVEL Q. COBBLES �. COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND FIELD AND LABORATORY TESTING OC Consolidation (ASTM D 2435) CL Collapse Potential (ASTM D 5333) CP Compaction Curve (CTM 216) CR Corrosivity Testing (CTM 643, CTM 422, CTM 41 7) CU Consolidated Undrained Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) OM Moisture Content (ASTM D 2216) OC Organic Content-% (ASTM D 2974) Op Permeability (CTM 220) PA Particle 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 OR R -Value (CTM 301) SE Sand Equivalent (CTM 217) SG Specific Gravity (AASHTO T 100) SL Shrinkage Limit (ASTM D 427) SW Swell Potential (ASTM D 4546) TV Pocket Torvane Unconfined Compression -Soil UC (ASTM D 2166) Unconfined Compression -Rock (ASTM D 2938) UU Unconsolidated Undrained Triaxial (ASTM D 2850) UW Unit Weight (ASTM D 4767) VS Vane Shear (AASHTO T 223) REGISTERED CIVIL' ENGINEER DATE 1/6/11 PLANS APPROVAL DATE Stote of Coliforn ioor its officers or agents Ill not be respons ihle for the oCCurOCy Or ?pleteness of sconne0 copies of this Dlon sheet SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 OFE55lON4, �O Y � W`moi S. PIRATHIVIRAJ u m C71662 a Exp. 12/31/11 �St4 CIVIL \P >f lF OF CALIF EARTH MECHANICS, INC. 17800 NEWHOPE STREET. SUITE B APPARENT DENSITY OF COHESIONLESS SOILS Description SPT N 60 (Blows / 12 inches) Very loose 0 - 4 Loose 5 - 10 Medium Dense 11 - 30 Dense 31 - 50 Very Dense > 50 MOISTURE Description Criteria Dry Absence of moisture, dusty, dry to the touch Moist Damp but no visible water Wet Visible free water, usually soil is below water table PERCENT OR PROPORTION OF SOILS Description Criteria Trace Particles are present but estimated to be less than 5% Few 5 to 10% Little 15 to 25% Some 30 to 45% Mostly 50 to 100% PARTICLE SIZE Description Size Boulder > 12'' Cobble 3'' to 12'' Grovel 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 R. Zezoff DRAWN By J. Fang PREPARED FOR THE R. Jie S. Pirathiviroj 54-1293 C I T R U S AVENUE O C ( R E P L A C E X DESIGN OVERSIGHT FIELD INVESTIGATION By STATE OF CALIFORNIA CHECKED By L. Cheang DATE: 09/14/09 to 09/22/09 DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES 15.2 L O G O F II T E S T B O R I N G S 4 O F Jr a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING FEVIS1Ori DGTES SHEET OF z D: OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES 03 10 OS/ 0 7 0 II /12/IO 47 48 F H F => TRFOIIF ST rOMTRAf T No : nR-d C,Aln4 PRn.IFFT In: nAnnMn745 D j I i z w4 f..:7 F'=f • ? %) !1NlT 7 ." .Fore __ !Oj LY1^� • " 7 CAL. W N1Stl71RAT ' �L 111•!_ W _. O n �S f CITRUS AVE. 32 DIVISION OF ENGINEERING SERVICE93- GEOTECHNICAL SERVICES AS -Built Log of fest Borings sleet i8 Considered on informational document only. 1090 � A00 I �%..1r !'eispJny � OCCurofB copy of the original dpcNpNnt. This droving is ovoiloole and presented 6rrrr d A/.y t �errwLr Aw- only for the convenience of my Di00er, contractor or other interested party. q /080 -,..... ' a —� i I tarOl Q l�b - 11/12/10 - 4 O REGISTERED CIVIL ENGINEER DATE faj CITRUS AVENUE OC (REPLACE) LOG OF TEST BORINGS 5 OF 5 NOTE; A COPY OF THIS LOU OF TEST RONIIIGS Is AVAILABLE AT OFFICE OF SIOX1u1 WINTENANCE UNIT: 2232 AND INVESTIGATIONS SACRAIENTO, CALIFORNIA PROJECT MAKER AT PHASE: 08000007451 . BRIDGE No Sheet of 54-1293 1 48 48 I :s< o qc _. -/090, I 6-9 14--/ I 4E/- I Y�rlr Gro a lu Or+r1., 6riy, A^aJ si Sino; » �o . mr. vs/, � C.rMr) �•ra.rr7 s - Au , JO'IrMfr / •/ I I I i .gas 1044 j ' AS f3Ujj PLANS Contract No. - "0-/ � Date Compieted_� _ Oo�B G Document No. J� � I I i Awie, e k O oAvn :)1 6.vJ ; i Ocualrnrl +I I rsreP ,•q ✓crit" o�,xr1r, I Nl/ silly, P.rr•!y i M�ssn'd, Ora Yilr< I I I I Np Grlorrtln>r liL�'atdrt�'ncounfrrl-ro! Jl� ♦f I .)I Jl'FT fOAD 1 -BAND-901.$TANOARD OWMSIU LIMrrs Lzjz Oo Or EART14 MAYEEu,us L E 0-- F w D co F D o R( y n 0 P B rL A T E In a s, NOTES ® PLAN OFF ~ mnmNNB TM Conhedo,+A mHNntiun 4 dW-I d 1. 5 -ion 2, Artkla (x) of th. Sla.derd ,%p.dR-tI-, DiAsmAm axewNma THE BASIS Pat RsT1AAAT" ® SILTY CLAY OR .& end fD NHA 31wial Timis Ueeomp-wing ihh ..t ni muro. of Bf111DE AIEE allTpB11T1DN LAND IN OBTER• GRAVEL CLAMMY SLLT P[1K1LIOAA!T[R I -.- LIMITS. R mP1Ylon and iA .NNNATION of CLAbG MANES. ' CoNB DBNTBTVN014BTBR To Nolo Er. B -N+ Too Hob E1. ret m bN conLtrvsd o iTF GRAVEL U PRESENT IN APPRECIATM.E P[AT ReAMOiI TRE T[RMNGRAVLLLLYR MAY SµP 6RfiAF41C MATTER ®SNmPIJIR roRM+CoRr) ""A"OL"'OFd'V`n �'*`°'ofM�f',.rA,r.r8E ADf1GD To T1tE CLASS NAME, VIi, ROTARY aOR1N41 CWET� i wy "Ar a/ ,K/fY 1wiN("oRAVELLY SAND. THE TERMS SILT FILL MAT[R{IAL r..�a P1a�7(W" a !1016•CDARARMUM' ANO'FINE' 'lah..irJ murr.AM.T.AtrrAUDBR BDRItp oar UTin a Art. ; O.i""{. WHEN USIE TO DESCRIBE SAND, CLAY I"ROIAS ROCK±±��C' Ali-/wnrr�r Pl�pvOd�CIIRUS^"�nlUEI^r,91ST ANODRAPES REFER TO .t[7 BORIND >wlNdFrom `.EF �rm.bk m.A rga I.1V 1 V `STANDARD GRADE mISR SANDY CLAY OR LIMIT) CLAVRY $ANO SEBIPANNITARY ROCK {.) CDR[ soMNO SlrAr rfrrjM Awed akn .f»Y 31 o SANDr SILT OR r__ ghaFbrriny �y 2 RU Unean.:rA+rlAff r/.yyo Mia Pu%nftA'/.gIFF) �•'"r-s' �.�.,.r. .. r,.. !K) RINGS 7 BOG (]F TFS7-'��..it�IGS mNE �ILYr $AND MflETAIAOILpIUC ROCK 1 I TEST /IT o n.n..r....:. Hori., r"• !o' ✓a -19y L_-/ I $OIL Tue,e PENETRATION EiONINa SCALE VeH. I"•10' BRIDGEOaC •f4 FILO DnAwIHa C-5374-10 1 LPHEL DHAWINU NU. Y -,•3-37y I •�--ter ...._ _. ._ .. . I - �. _..-....w..arn.,-.._...."' - _ _-. _ ..._._...._._.__,..__.._.__, _. _... -_. ... .. .. _ __ . gym,;,,,,«,�,....,,T=. .. 1•-m+rmr�mao.a...'rD.1l�mtria5,".�.e.._._L__--'---'-- '. r.Y I HEREBY !,.RTTFY THAT THIS IS A TRITE AND ACCURATE COPY OF THE ARM,, DOCUMENT TARLN UNDER MY DIRECTION AND CONTROL ON THIS- DATE IN SACRAMENTO, CAIIFORNIA PURSUANT TO AUTHORIZATI0N BY THE DIRECTO' PUBj 1110.lldT'E,� - � � �9IONATURIS \. I � 1.1 TITLE f. I•• I .l , A. '.: .. 1 ,..�. � I i. •� 1'. w4 f..:7 F'=f • ? %) !1NlT 7 ." .Fore __ !Oj LY1^� • " 7 CAL. N1Stl71RAT ' �L 111•!_ O n �S f CITRUS AVE. 32 DIVISION OF ENGINEERING SERVICE93- GEOTECHNICAL SERVICES AS -Built Log of fest Borings sleet i8 Considered on informational document only. As such- the Stote of California registration seal Eitr1 sigroture, license NNAADpr and registration certificate expiration dote confirm toot Phis is a true and OCCurofB copy of the original dpcNpNnt. This droving is ovoiloole and presented only for the convenience of my Di00er, contractor or other interested party. q DIST. I COUNTY ROUTE POST MILES -TOTAL PROJECT met Snaee�s OB 1 SBO I 10 1 14.8/15.5 566 Q l�b - 11/12/10 - 4 O REGISTERED CIVIL ENGINEER DATE faj CITRUS AVENUE OC (REPLACE) LOG OF TEST BORINGS 5 OF 5 NOTE; A COPY OF THIS LOU OF TEST RONIIIGS Is AVAILABLE AT OFFICE OF SIOX1u1 WINTENANCE UNIT: 2232 AND INVESTIGATIONS SACRAIENTO, CALIFORNIA PROJECT MAKER AT PHASE: 08000007451 . BRIDGE No Sheet of 54-1293 1 48 48 r,of ESS10 ,y o qc AS BU1�.T , c� �yc S. PIRATHIVIRAJ _Z NC? CORRECTIONS BY 4NUWJ-- o. 071661 A CONTRACT NO_a SVGIC tl p. 12/31/11 A. - - TTo CIVIL �a\p TF OF.. CAL 1F�' //GL) ... _ I -���a _ —f•: j � ides` e /OBO 0.70 ' I .1050' - - B. M, A -SG !' 2: e'Kiw: nue/iue rs.kd. n•i/ /off,''' ,Pl. rr)s >•r J!: o• 6 Fwd ' E.! /D7d.4z � Jl� ♦f I .)I Jl'FT fOAD 1 -BAND-901.$TANOARD OWMSIU LIMrrs Lzjz Oo Or EART14 MAYEEu,us L E 0-- F w D co F D o R( y n 0 P B rL A T E In a s, NOTES ® PLAN OFF ~ mnmNNB TM Conhedo,+A mHNntiun 4 dW-I d 1. 5 -ion 2, Artkla (x) of th. Sla.derd ,%p.dR-tI-, DiAsmAm axewNma THE BASIS Pat RsT1AAAT" ® SILTY CLAY OR .& end fD NHA 31wial Timis Ueeomp-wing ihh ..t ni muro. of Bf111DE AIEE allTpB11T1DN LAND IN OBTER• GRAVEL CLAMMY SLLT P[1K1LIOAA!T[R I -.- LIMITS. R mP1Ylon and iA .NNNATION of CLAbG MANES. ' CoNB DBNTBTVN014BTBR To Nolo Er. B -N+ Too Hob E1. ret m bN conLtrvsd o iTF GRAVEL U PRESENT IN APPRECIATM.E P[AT ReAMOiI TRE T[RMNGRAVLLLLYR MAY SµP 6RfiAF41C MATTER ®SNmPIJIR roRM+CoRr) ""A"OL"'OFd'V`n �'*`°'ofM�f',.rA,r.r8E ADf1GD To T1tE CLASS NAME, VIi, ROTARY aOR1N41 CWET� i wy "Ar a/ ,K/fY 1wiN("oRAVELLY SAND. THE TERMS SILT FILL MAT[R{IAL r..�a P1a�7(W" a !1016•CDARARMUM' ANO'FINE' 'lah..irJ murr.AM.T.AtrrAUDBR BDRItp oar UTin a Art. ; O.i""{. WHEN USIE TO DESCRIBE SAND, CLAY I"ROIAS ROCK±±��C' Ali-/wnrr�r Pl�pvOd�CIIRUS^"�nlUEI^r,91ST ANODRAPES REFER TO .t[7 BORIND >wlNdFrom `.EF �rm.bk m.A rga I.1V 1 V `STANDARD GRADE mISR SANDY CLAY OR LIMIT) CLAVRY $ANO SEBIPANNITARY ROCK {.) CDR[ soMNO SlrAr rfrrjM Awed akn .f»Y 31 o SANDr SILT OR r__ ghaFbrriny �y 2 RU Unean.:rA+rlAff r/.yyo Mia Pu%nftA'/.gIFF) �•'"r-s' �.�.,.r. .. r,.. !K) RINGS 7 BOG (]F TFS7-'��..it�IGS mNE �ILYr $AND MflETAIAOILpIUC ROCK 1 I TEST /IT o n.n..r....:. Hori., r"• !o' ✓a -19y L_-/ I $OIL Tue,e PENETRATION EiONINa SCALE VeH. I"•10' BRIDGEOaC •f4 FILO DnAwIHa C-5374-10 1 LPHEL DHAWINU NU. Y -,•3-37y I •�--ter ...._ _. ._ .. . I - �. _..-....w..arn.,-.._...."' - _ _-. _ ..._._...._._.__,..__.._.__, _. _... -_. ... .. .. _ __ . gym,;,,,,«,�,....,,T=. .. 1•-m+rmr�mao.a...'rD.1l�mtria5,".�.e.._._L__--'---'-- '. r.Y I HEREBY !,.RTTFY THAT THIS IS A TRITE AND ACCURATE COPY OF THE ARM,, DOCUMENT TARLN UNDER MY DIRECTION AND CONTROL ON THIS- DATE IN SACRAMENTO, CAIIFORNIA PURSUANT TO AUTHORIZATI0N BY THE DIRECTO' PUBj 1110.lldT'E,� - � � �9IONATURIS \. I � 1.1 TITLE f. I•• I .l , A. '.: .. 1 ,..�. � I i. •� 1'. DISTI COUNTY I ROUTETOTAL PROJECT NO SHEETS PVCC 48+70.00 NOTES: PVRC 40+70.00 EIev 1119%.26 -0.455% UTILITIES 08 SB 10 14.8/15.5 503 566 7.7—� 1� - Paint ''BRIDGE NO. 54C0064" Elev 1090.20 S 800.00 VC �2 - Paint "CITRUS AVE OH" 1O - 12" Dia. Water Line with 20" 11/12/10 a0 F casing (Fontana Water) REGISTERED CIVIL ENGINEER DATEESS/ op°Nab R/C = -1.021%/Sta �3 - Remove Existing Concrete Barrier and Steel Roiling e� F and Replace with Concrete Barrier Type 26 (Mod1) 2 6 - 5" Electrical Conduits sc PROFILE GRADE and Chain Link Rai I ing Type 7 (Mod1) = Pete B. Smith m No Scale (Southern California Edison) 1/6/11 NO, ceo,zz - Remove Existing Concrete Barrier, Steel Railing, PLANS APPROVAL DATE gg 82'-25/8"± and Chain Link Rolling (Type 7) O- Future Utility Opening Exp. EB g The State of California or its officers or agents 4` CIVIL � (Measured along "Cl" Line) 5 - Remove ExistingAC surfacing and replace with sial/ not be responsible for the accuracy or Ulq .p 9 P A , B , C - See, FOUNDATION PLAN" sheet completeness of electronic copies of this plan sheet. Tf OF CALIF" Polyester concrete and PCC overlay © - Concrete Barrier, see "ROAD PLANS" 4O - 6- 111/p" Fiber Optic Conduits, SANBAG 07 see "ROAD PLANS" 1110N3RD - See "RETAINING WALL 41" Plans ® - See "RETAINING WALL 790" Plans O - 2 - 5" Future 811_54 SANBERNARDINONO,CA 92410 24'-0"+ �9 - See "RETAINING WALL 802" Plans Ultility Conduits T.Y. LIN INTERNATIONAL Min Vert 0 - Temporary Roiling I i n T , RIVE VINE CA 9 5, SUITE 120 C Clr to ��� � P Y g ype K see "ROAD PLANS" © 3SouDheMntCalifordnila Edison) RIVERSIDE, CA 92507 Approx OG along (E) track 11 - Curb Romp, see "ROAD PLANS" right edge of deckg I 1© - New cable railing behind existing retaining wall O - 2'' Loop Detector Conduit, ------------1- u_ LEGEND see "ELECTRICAL PLANS" 4r----J L----_J Abu�A) Abut 2........ - Existingstructure SO - s Signal Interconnect Conduit, see "ELECTRICAL PLANS" Datum Elev = 1060.00' - New structure l b - Indicates direction of Exist traffic 00 1 48+00 Citrus Ave ELEVATION - Indicates point of Cl" Line 7 UPRR 1"-20"-0" minimum vertical clearance 64'-0" R/W - 9 P 66"-2''± '1 ® - Bridge Removal (portion) it T t Existing Bridge ^LL I ; �; - -; - 33'- 1 "+ 2'-1 1 " Max & Vor w! I i wl a l I l _-I_--_I-_ (E) Existing Track - —.j Toe of fill i vl I V! V! 1 UPRR 8 -i ---i-- 6"-1"± + 6'-1"± - (P) Proposed Track 54'-0 58'-7" I I Tracks Stage 1 Traffic Stage 1 Construction Z II 1 fiIrt TI', IT I I--I--*— 6"-Qi, 1"-01, ivi Existing ' ' - (F) Future Track Profile Grade Choin Link Roiling 1 /i Retaining wall !I! I' R, Exist Type 7 (Mod1) © O 8 Concrete to remain 3p- Exist AC Overlay, 1"± Profile Grade 1 5� 5 Barrier oTop of fill i I'l -1.5%± -1.5%± I _ Type 26 +FI LE— IL7-` - 7 -7- r-.� r_ (Mod1 ) I 5 5 ti l _kT --7--- r o - I Exist PC/PS PC/PS Concrete 6 Concrete + 1 BB Sta 47+07.24+ I I 1 & 02 EB Sto 47+89,46± I-Girders T I-Girders, Typ O 1 o I I Typ +I Elev 1118.64±i Elev 1119.29± a I Exist Citrus Ave o Structure OH to remain I i STAGE 1 Approach Type ROOD) i I Structure 127'-O"± (Mod) I Skew=1046"48'± I Approach 'CI" Line Skew= ° 50'000 '±I e '-02012'-0" 13'-0" 12'-0" 12'-0" 13'-0" 12'-0" 20'-0" 6'-0" 1'-0" TR(30D) C o a o --- --- (Mod) v } N00008'05"W Exist Citrus Ave 'Cl" Line N 47+00 i I I i i 48+0065'-4"+- 2"-O"47'-7" 7'-0" Stage 2 Construction Stage 2 Traffic I Skew=1°48'45" Profile Grade 2"-0" w 1 4 o �� i I I I Grade Break 4 O O 8 0 N I I I I R/W11 R 3 Varies 5 Varies O 5 o Structure Approach Type N(30D)(Mod) I I I Exist PC/PS 0 6 Structure Approach Concrete 3'-2" Max and Varies 3 1 1 2 A A Type N(30D)(Mod) I-Girders, Typ Closure Pour PC/PS Concrete -- ___ +� & 2 I I iI1 II STAGE 2 I-Girders, Typ o NOTES: .I Top of Fill -" ------ ;I; 'I: :I!• .I. TYPICAL SECTION NOTE: Retaining wall I I 11 1'I II 1. For INDEX TO BRIDGE PLANS', GENERAL NOTES', STANDARD PLANS', and "QUANTITIES" see "INDEX TO PLANS" sheet. 1"=10"-0" 0 The Contractor shall verify all a 9 controlling field dimensions PLAN R=30' 2. For "SECTION A-A" see "UPRR CLEARANCE DIAGRAM" sheet. before ordering or fabricating Q any material. 1'=20'-O" DESIGN BY CHECKED LOAD & RESISTANCE LIVE LOADING: HL93 W/'•LOW-BOY"' PREPARED FOR THE BRIDGE NO. N O R DES ON PERMIT DESIGN VEHICLE DETAILS Brett MOkley 54C0064 CITRUS AVENUE OVERHEAD (WIDEN) DESIGN OVERSIGHT Ivan Martin Pete CHECKEDe Smith LAYOUT 111 CHECKED[van Martin Pete Smith STATE OF CALIFORNIA PROJECT ENGINEER POST MILES li X BY CHECKED BY ° s AND SPE°� DEPARTMENT OF TRANSPORTATION 15.2 GENERAL PLAN OUANTITIES SPECIFICATIONS PLANS AN SIGN OFF DATE Yihon Wan Carolina Lopez-Toro Jim Rucker JeremyLaHa e a DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) Z ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION GATES SHEET OF CC FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES of nolinvlo os io 1 22 sREOUEST BRIDGE WIDENING GENERAL NOTES LOAD & RESISTANCE FACTOR DESIGN DESIGN: AASHTO _RFD 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 Criterio (SDC), Version 1.5, dated April 2010 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 allow for the use steel deck forms. LIVE HL93 and permit design load. LOADING: SEISMIC LOADING: SDC ARS Online Vs30 = 1115 ft/sec Moment Magnitude: Mmax = 6.5 PGA = 0.587g 2.0 _ 1.8 1.6 c 1.4 o 1.2 C) 1.0 a t 0.8 a a� N v 0.6 LU) 0.4 a 0.2 00 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 5.0 Period (sec) REINFORCED fy = 60 ksi CONCRETE: f� = 3.6 ksi (Min) n = 8 PRESTRESSED See "PRESTRESSING NOTES" on " PRECAST CONCRETE: PRESTRESSED I GIRDER (LRFD)" sheet CONSTRUCTION NOTES Abutment NO. 1 and NO. 2 backfill to be placed simultaneously but only after superstructure has been completed. At no time shall the fill behind one abutment be more than 2'-0" higher than behind the other abutment. Construct closure pour after backfilling of abutment. DISTI COUNTY I ROUTETOTAL PROJECT NO SHEET STANDARD PLANS 08 SB 10 14.8/15.5 504 566 (DATED MAY 2006) P,�_ Q Ste.- 11/12/10 II RpFESSlO A10A ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) REGISTERED CIVIL ENGINEER DATE doe Nab AIOB ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2) DEPARTMENT OF TRANSPORTATION Pete B. Smith = Al OC SYMBOLS (SHEET 1 OF 2) 1/6/11 Na c601zz " A10D SYMBOLS (SHEET 2 OF 2) PLANS APPROVAL DATE DISREGARD PRINTS BEARING A62B LIMITS OF PAYMENT FOR the State of Californic or its officers or agents it Exp. DA CIVIL EXCAVATION AND BACKFILL - BRIDGE shall not be responsible for the accuracy or sr9T SURCHARGE A N D WALL completeness of electronic copies of this plan sheet. a ov CALIFO� A62C LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL - BRIDGE 1170 WSANBAG NAD STREET BO -1 BRIDGE DETAILS SAN RERNARDINO, CA 92410 SAN INO,C BO -3 BRIDGE DETAILS BO -5 BRIDGE DETAILS T.Y. LIN INTERNATIONAL B3-1 RETAINING WALL TYPE 1 H=4' THROUGH H=30' 3550 VINE STREET, SUITE 120 B3-2 RETAINING WALL TYPE 1 H=32' THROUGH H=36' RIVERSIDE, CA 92507 B3-8 RETAINING WALL DETAILS No. 1 WALL No 2 [33-B6-190 UTILIITYNG OPENINGSETABEAMILS INDEX TO BRIDGE PLANS RSP B6-21 JOINT SEALS (MAXIMUM MOVEMENT RATING = 2") B11-47 CABLE RAILING SHEET N0. TITLE B11-52 CHAIN LINK RAILING TYPE 7 B11-54 CONCRETE BARRIER TYPE 26 1 GENERAL PLAN RSP ES -7B ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARD - 2 INDEX TO PLANS TYPE 1 STANDARD AND EQUIPMENT NUMBERING) 3 UPRR CLEARANCE DIAGRAM ES -7N ELECTRICAL SYSTEMS (SIGNAL AND 4 DECK CONTOURS LIGHTING STANDARDS DETAILS - NO. 2) 5 FOUNDATION PLAN ES -9E ELECTRICAL SYSTEMS (ELECTRICAL 6 ABUTMENT 1 LAYOUT DETAILS, STRUCTURE INSTALLATIONS) 7 ABUTMENT 2 LAYOUT ES -11 ELECTRICAL SYSTEMS (FOUNDATION INSTALLATIONS) 8 ABUTMENT DETAILS N0. 1 RSP - DENOTES REVISED STANDARD PLAN 9 ABUTMENT DETAILS NO. 2 10 REMOVAL DETAILS NO. 1 PLAN SYMBOLS 11 REMOVAL DETAILS NO. 2 12 TYPICAL SECTION 13 OVERLAY DETAILS Section Identification 14 GIRDER LAYOUT 15 MISCELLANEOUS DETAILS Ir 16 PRECAST PRESTRESSED I GIRDER (LRFD) Standard Plan (May 2006) 17 STRUCTURE APPROACH TYPE N(30D) Sheet No. 18 STRUCTURE APPROACH TYPE R(30D) Detail No. 19 LOG OF TEST BORINGS NO. 1 OF 4 20 LOG OF TEST BORINGS NO. 2 OF 4 21 LOG OF TEST BORINGS NO. 3 OF 4 22 LOG OF TEST BORINGS NO. 4 OF 4 QUANTITIES REMOVE ASPHALT CONCRETE SURFACING 466 SY PRPARE CONCRETE BRIDGE DECK SURFACE 2501 SF BRIDGE REMOVAL (PORTION), LOCATION A 1 LS STRUCTURE EXCAVATION (BRIDGE) 1,607 CY STRUCTURE EXCAVATION (RETAINING WALL) 219 CY STRUCTURE BACKFILL (BRIDGE) 1,955 CY STRUCTURE BACKFILL (RETAINING WALL) 508 CY AGGREGATE BASE (APPROACH SLAB) 23 CY STRUCTURAL CONCRETE, BRIDGE FOOTING 70 CY STRUCTURAL CONCRETE, DECK OVERLAY 251 CY STRUCTURAL CONCRETE, BRIDGE 483 CY STRUCTURAL CONCRETE, RETAINING WALL 210 CY LEGEND STRUCTURAL CONCRETE, APPROACH SLAB (TYPE R MOD) 158 CY STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N MOD) 140 CY PAVING NOTCH EXTENSION 36 CF - Structural Concrete, Bridge DRILL AND BOND DOWEL 531 LF FURNISH PRECAST PRESTRESSED CONCRETE GIRDER 10 EA ® - Structural Concrete, Bridge Footing ERECT PRECAST PRESTRESSED CONCRETE GIRDER 10 EA FURNISH POLYESTER CONCRETE OVERLAY 321 CF POLYESTER CONCRETE OVERLAY 2,501 SF ®PLACE - Precast Prestressed Concrete I Girder JOINT SEAL (MR = /z") 122 LF BAR REINFORCING STEEL (BRIDGE) 148,405 LB ® - Structural Concrete, Bridge (f'c = 4.0 ksi 8 28 days) BAR REINFORCING STEEL (RETAINING WALL) 32,446 LB PREPARE AND STAIN CONCRETE 10,250 SF 24" WELDED STEEL PIPE CASING (BRIDGE) 305 LF ® - Structural Concrete, Approach Slab MINOR CONCRETE (GUTTER) 3 CY MISCELLANEOUS METAL (BRIDGE) 165 LB CONCRETE STRENGTH AND TYPE LIMITS CHAIN LINK 7225 LF CONCRETE BARR ERG(TYPEE26 MOD11)) 225 LF CABLE RAILING 105 LF No Scale DESIGN ev P. Smith `"E`David Ling eT CHECFEO DETAILS PREPARED FOR THE Brett Mokley STATE OF CALIFORNIA 54BRI00064 C I T R U S AVENUE O V E R H E A D (WIDEN ) DESIGN OVERSIGHT POST MILES II 1. Martin Pete Smith PROJECT ENGINEER QUANTITIES aT Y i hon Wan "Caro I i no Lopez -Toro DEPARTMENT OF TRANSPORTATION 15.2 INDEX T O PLANS a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SNEET OF 11/12/10 05 10 07 /I 2 22 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES FILE => sREOUEST EB UPRR R/W Temporary clearance ,,envelope. Note 9 — 9'-8%"± 82'-2% ± (Measured along "Cl" Line) o,_,, CL(P) ,-, CL(E) ,,+ CL (E) 1 , (L(F) PFE TCE Vert Clr Vert Cir TCE PFE r- /�I I I 25'-0"± I +1I 1 15'-6" Q 0 ------I-- i T/R Elev= u�r'-/----� 1090.06' 51 Limits of Shoring Zones, Typ. Note 14 1 - 24'-0"± Min II 23'-9"± Min Vert Clr Vert Cir oExist, track, Future track 2. Track alignments are based on the schematic from 12'-0" B/R N +I II o 121~6„' c 3. SII operation and/or supports the Railroad's M A T C C 1. Elevotion(s) of Proposed and Future tracks are (P) - assumed equal to the highest existing track (F) - elevotion(s). 2. Track alignments are based on the schematic from B/R UPRR Capacity Stroightline, Alhambra Subdivision, PFE February 2008. Track alignment is ongoing by UPRR. 3. Any shoring system that impacts the Railroad's operation and/or supports the Railroad's " QUANTITIES Yihon Wan Carolina Lopez -Toro embankment shall be designed and constructed per BB Railroad Guidelines for Temporary Shoring. 4. Erection over the Railroad's right-of-woy shall OFF DATE be designed to cause no interruption to the PRR Railrood's operation. Erection over the R/W Railroad's track shall be developed such that it REVISION DATES SHEET OF enables the track(s) to remain open to traffic W"4� per Railroad requirements. 5. The elevation of the existing top -of -rail shall be verified before beginning construction. All FILE => sREOUEST discrepancies shall be brought to the attention of the Railroad prior to construction. 6. The proposed grade separation project shall not change the quantity and/or characteristics of the flow in the Railroad ditches and/or drainage structures. Approx OG along right edge of deck - T/R El�-F 1089.50' 1 Exist Level 3 1.5 Zone A 2 �•\ 11"-, Fiber Optic (to o' 70 20" Fuel line (Kinder Morgan) 2 be relocated) � � of Datum Elev = 1060.00' 16" Fuel line (Kinder Morgan) hoc I I I 48+00 47+00 SECTION A -A UPRR CLEARANCE DIAGRAM 1' =10'-0•' LEGEND (E) - Existing Track (P) - Proposed Track (F) - Future Track T/R - Top of Rail B/R - Base of Rail PFE - Permanent Footing Easement TICE - Temporary Construction Easement NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 7. The contractor shall submit 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 Railroad'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 Railroad's right-of-way and/or demolition that may impact the Roilroad's tracks or operations shall be in compliance with the Railroad's Demolition Guidelines. 11. All permanent clearances shall be verified before project closeout. 12. Within the Railroad'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. COUNTY I ROUTE ITOTAL PROJECT " NO SHEET SB 1 10 1 14.8/15.5 1505 1 566 f� L7 S 11/12/10 Q..FEssloti REGISTERED CIVIL ENGINEER DATE .e Fy o Pete B. Smith 1/6/11 _ No. C60122 PLANS APPROVAL DATE DA The State of Californio or its officers or agents .4 Exp. CIVIL shall not be responsible for the accuracy orI q Completeness of electronic copies of this plan sheet. Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 13. Folsework clearances shall comply with minimum construction clearances. W 14. For Information on shoring zones, reference "General Shoring Requirements" of the "BNSF Railway- a Union Pacific Railroad Guidelines for Railroad Grade Separation Projects" 0 O T_ CROSSING #001B -531.40-A (DOT#746974V) Tim Ful ler "David Ling DESIGN eavT eT C"ECFED DETAILS PREPARED FOR THE Brett Makley STATE OF CALIFORNIA BRI s4coo64 C I T R U S AVENUE OVERHEAD ( W I D E VERHEAD DESIGN OVERSIGHT RosiPROJECMILES II Oscar Calcul Pete Smith T ENGINEER " QUANTITIES Yihon Wan Carolina Lopez -Toro DEPARTMENT OF TRANSPORTATION 15.2 LIPRR CLEARANCE DIAGRAM -gSIGN a OFF DATE DESIGN DETAIL SHEET (ENGLISH) (RE v.T/16/10)ORIGINAL SCALE IN INCHES UNIT: 2232.en nn.... ` BEARING REVISION DATES SHEET OF Nirzno os Io 07 n 3 22 FOR REDUCED PLANS o I 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 os Io ouzvlo FILE => sREOUEST 47,00 EXISTING BRIDGE DECK GRADES BB /� EB I 47+15 "Cl" 47+30 Line Station 47+45 47+60 47+75 I iEdge of Deck Existing ± 1117.20 1117.37 i 1117.89 1118.06 1118.16 1118.25 47+15 47+30 47+45 47+60 47+75 1118.97 1119.08 1119.18 1119.24 Line B - - �- - - - - - - ------------- ------------ 1118.17 1118.35 Line E 57,- 0, Lt Proposed 1118.20 1118.34 1118.53 1118.69 1118.83 1118.95 1119.03 Typ- - - - - - - - 1117.21 1118.42 1118.61 1118.75 - - - - - Proposed Sta 47+05.42+ I I I I I Sta 47+87.69+ Line D 44'-0" Lt ------------ 1117.65 1117.94 1118.15 1118.34 1118.46 1118.64 I - - - - 1117.57 Typ 1118.01 1118.21 I I I I I 1117.17 1 1117.39 1 1117.66 1 Sta 47+05.83± 1118.17 1 1118.24 Proposed 1117.25 1 St, 47+88.10± Line C 31 '-0"pLt 1118.14 1118.25 1 1118.32 CHECKED David Ling CNECFEO PREPARED FOR THE Brett Mokley STATE OF CALIFORNIA CITRUS AVENUE OVERHEAD (WIDEN) Typ ----------- POST MILES -�- - -�- - -� - - - - - - --------- I aT Y i hon wan ��Caro lino Lo ez-Toro DEPARTMENT OF TRANSPORTATION 15.2 I �St, DECK CONTOURS a Sto 47+06.25± I I I I I 47+88.50+ Line B 18"-0" Lt I1n2/10 05 10 07 /I 4 22 FOR REDUCED PLANS b , 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES Typ - - - - - - I I - - - - - Sta 47+06.66± Sta 47+88.90± Sta 47+07.14+- Sta 47+89.36± Line A Lt II 3--3" Typ - - - - - _=-I --- --=-1119 ------- - - ----= -=---- -- �=v ------ 47+00 `------- �` - - - - - ;I 4 1118 IST COUNTY I ROUTE I TOTAL PROJECT " NO SHEET )8 SB 10 1 14.8/15.5 506 566 (7 S-- 11/12/10 QaOFESSI, REGISTERED CIVIL ENGINEER DATE �o 41 .e Fy Pete B. Smith 1/6/11 _ No. C60122 PLANS APPROVAL DATE DA e State of Cali (ornio or its officers or agents Exp.CIVIL al/ not be responsible for the accuracy or q mpleteness of electronic copies of this plan sheet. I Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 "Cl" Line How* Structure Approach 1117 EXISTING BRIDGE DECK GRADES /� BB 47+15 "Cl" 47+30 Line Station 47+45 47+60 47+75 EB Line A Existing ± 1117.20 1117.37 1117.63 1117.89 1118.06 1118.16 1118.25 Proposed 1118.56 1118.66 1118.83 1118.97 1119.08 1119.18 1119.24 Line B Existing ± 1117.55 1117.65 1117.94 1118.17 1118.35 1118.47 1118.66 Proposed 1118.20 1118.34 1118.53 1118.69 1118.83 1118.95 1119.03 Line C Existing ± 1117.73 1117.90 1117.21 1118.42 1118.61 1118.75 1118.85 Proposed 1117.89 1118.05 1118.27 1118.45 1118.61 1118.75 1118.85 Line D Existing ± 1117.55 1117.65 1117.94 1118.15 1118.34 1118.46 1118.64 Proposed 1117.57 1117.76 1118.01 1118.21 1118.38 1118.50 1118.64 Line E Existing ± 1117.17 1 1117.39 1 1117.66 1 1117.88 1118.06 1118.17 1 1118.24 Proposed 1117.25 1 1117.47 1 1117.74 1 1117.96 1 1118.14 1118.25 1 1118.32 "Cl" Line How* Structure Approach 1117 /� X i x x x x x x x iq x x 1 1 1 8 1117 Abut 1 1118 Edge of Deck I 1118 F Structure Approach � Abut 2 o PLAN Z NOTES: NOTE: 1"=10'-0" 1. Contours Intervals = 0.10 ft. w 2. Contours do not include camber. o The Contractor shall verify all 3. X - Indicates 10' intervals along "Cl" Line. a controlling field dimensions 4. 0 - indicates even foot contours. before ordering or fabricating o any material. DESIGN DETAILS By P. Smith BT CHECKED David Ling CNECFEO PREPARED FOR THE Brett Mokley STATE OF CALIFORNIA CITRUS AVENUE OVERHEAD (WIDEN) 540 0064 DESIGN OVERSIGHT POST MILES ], Martin Pete Smith PROJECT ENGINEER II QUANTITIES aT Y i hon wan ��Caro lino Lo ez-Toro DEPARTMENT OF TRANSPORTATION 15.2 DECK CONTOURS a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION OnrES SKEET OE I1n2/10 05 10 07 /I 4 22 FOR REDUCED PLANS b , 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES FILE => sREOUEST 0 0 0 BENCHMARK SURVEY CONTROL PT 5003 155.35' Lt "Cl" Line Sto 47+10.87 N 1846901.873 E 6726986.553 Elev 1085.90 PT 5004 64.36' Rt "CI" Line Sto 47+18.36 N 1846909.878 E 6727206.247 Elev 1086.01 NOTES: UPRR R/W PT 5003 I I I I I 1079.50± i o __---J CL Abut 1 N8801 '55"E - RW LOL N8801 '55''E 1. =::y- Indicates bottom of footing elevation 2. For limits of excavation and backfill, see A62B & A62C NOTE: The Contractor shall verify oll controlling field dimensions before ordering or fabricating any materiol. I I Il ll • I I , I I I �ll I II Exist Retoinig I wall to remain I "RW 790" LOL / UPRR R/W � I •l' •til I � ill I 'I II I Exis I I I UPRR L�I 1 Tracks i I / I ! it %Exist IAbutj Ii 1079.50± Ito remain I 1 I I I I I i I CO 'I i, �e I \ I ; I i j !• Sta 47+88.74 ! I V -T F I I N I 1 Sto 47+08.12 "uTT ! f "CI" Line IN. Wi ��I -� !--� r� —I• 1 ' , . nno na'ns"w 4 7+001 FOOTING DATA TABLE Working Stress Design (WSD) Support Location Permissible Gross Allowable (ft) Contact Stress Gross Bearing (ksf) (Settlement) I 20 (ksf) !l! 1079.00 6.5 I l I i to PT 5004 ltr 6.5 \ Pete Smith I I I I iiI iii ' 1079.57 e" SIGN OFF DATE FIELD CHECKEDeM. Noreen CHECKED e" QUANTITIES J. Yihong Wang DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro 15.2 a FOUNDATION PLAN SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD RINTS BEARING 1078.08 I I FOR REDUCED PLANS 0 , 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER VISION DATES 07 10 11/12/10 05 10 5 22 1/• iii Il 0 I I I ;li iii l C I ,II I� � I IIsi iii UPRR R/W PLAN 1"=20'-0" [STI COUNTY I ROUTE ITOTAL PROJECT " NO SHEET I8 1 SB (� 10 1 14.8/15.5 507 1 566 (� S _�_ 11/12/10 Q.DFE.... REGISTERED CIVIL ENGINEER DATE �o a, weFy Pete B. Smith 1/6/11 " C60122 PLANS APPROVAL DATE N0. i1 Exp. DA e State of Californio or its officers or agents CIVIL o// not be responsible for the accuracy or s mpletene5s of electronic copies of this plan sheet. ITfW CALII_ R, SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 SPREAD FOOTING DATA TABLE FOOTING DATA TABLE Working Stress Design (WSD) Support Location Permissible Gross Allowable (ft) Contact Stress Gross Bearing (ksf) (Settlement) Capacity 20 (ksf) (ksf) Abut 1 6.5 20.9 Abut 2 6.5 26.9 ABUT 1 RW SPREAD FOOTING DATA TABLE Existing Utility Allowable Wall Height (H) Gross Bearing (ft) Capacity Optic Line (ksf) 12 3.0 20 5.0 28 6.5 36 8.0 UTILITY DATA TABLE Label Existing Utility Owner O16'' Fuel Line Kinder Morgan OFiber Optic Line Level 3 Communications O20 Fuel Line Kinder Morgan Note: Utility <3> to be relocated. All other utilities to re main in place. SCALE: NO SCOIe I VERT.DATUM NAVD88 I HORZ.DA TUM NAD83 DESIGN a" Peter Smith ce KeD David Ling PREPARED FOR THE BRIDGE NO. CITRUS AVENUE OVERHEAD (WIDEN) DESIGN OVERSIGHT PHOTOGRAMMETRY AS OF: ALIGNMENT TIES er CHECKED STATE 0 F CALIFORNIA Brett Makley s4coo64 ^ SURVEYED B" J. Elliott DETAILS DRAFTED e" B. Anderson Ivan Martin n Pete Smith PROJECT ENGINEER POST MILES FOUNDATION PLAN II e" SIGN OFF DATE FIELD CHECKEDeM. Noreen CHECKED e" QUANTITIES J. Yihong Wang DEPARTMENT OF TRANSPORTATION Carolina Lopez -Toro 15.2 a FOUNDATION PLAN SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD RINTS BEARING REVISION GATES SKEET OF z FOR REDUCED PLANS 0 , 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER VISION DATES 07 10 11/12/10 05 10 5 22 1/• FILE => sREOUEST ti I O RW LOLL 24'-6" 1 9'-0" 1 7'-n" 1 '- 3"x 1 '-7"xl/2" PLAN 1/8"=1 -0.. 232'-45/8"± Limits of payment for Prepare and Stain Concrete 63'-0" Measured alonq RW LOL Retaining Wall TVDe 1 (Mod)/ B3-1 V B3- - 71/2' Remove existing RW & abutment stubwall, see "REMOVAL DETAILS NO. 1 & NO. 2" sheets Exist Abut 1 "CI" Line #6 0 Oa Labar #11 11-01 N 0 ©bar #11 LCA 1 "-0' O Oc bar #11,I CA 1'-0" 00 bundled with © bar Length 8'-0" 16'-0" 19'-0" 20'-0" Design H H = 12' H = 20' H = 28' H = 36' End RW 'CI" Line EIev 1119.00 Remove existing RW & abutment stubwall, see "REMOVAL DETAILS (gia 3'-0" NO. 1 & NO. 2" sheets Exp Jt Weakend Ex Jt BO -3 Note 1 Alone joint p 3-4 Top of Ftg BAR ELEVATION No Scale DISTI COUNTY I ROUTETOTAL PROJECT NO SHEET NOTES: 08 SB 10 14.8/15.5 508 566 1. See "ABUTMENT DETAILS NO. 1" -� Q S 11112110sheet for Expansion Joint details. QROFESS/ON REGISTERED CIVIL ENGINEER DATE o a� I Fy M Pere B. Smith = 2. For "SECTION B -B", see 1/6/11 NO. 060122 "ABUTMENT DETAILS NO. 1" sheet. PLANS APPROVAL DATE i1 Exp. DA The State of California or its officers or agents CIVIL 3. For Geoco i to Drain shall not be responsible for the accuracy or q r Tf m pos and completeness of electronic copies of this plan sheet. OF CALIF" Strip Waterstop details Strip see "ABUTMENT DETAILS NO. 1" SANBAG sheet. 1170 N 3RD STREET SAN BERNARDINO, CA 92410 4. Prepare and stain entire T.Y. LIN INTERNATIONAL exposed surface of return wall. 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Joint Seal Type A, MR 112'- RSP B6-21 BB CL Abut t N By DESIGN P. Smith 9'' 1041/2 L CITRUS AVENUE OVERHEAD (WIDEN) Approach Slab o N -1/2" Top of Ftg BAR ELEVATION No Scale #7.'�a 9" M between girders, galvanized 5 7 #5 @ 1'-3" L O 4- + �a bar c N E #9 @1 6" 0 �b bar 0 U) + 2" Clr E Typ IQ bar Approx OG 0 I Begin RW Existing RIN L o 1091.50 to remain c #g g 6"Elev BO -3 + w Approx OG :. #4 O 1'-0" Q --------------------------------------------- -- --------------r:- --------------------------------------- ---- r-- n ^I Optional M U L--_-- -------------- --_--_--J key 4'-0 o #g p o = Weep Holes - - 2'-0' 2'-0' 1 -0' NOTE: N I' 11 -71/2" 6-11/2" I The Contractor shall verify all M 17'-9" 0 a controlling field dimensions ELEVATION Existing return wall SECTION A—A Strip before ordering or fabricating to remain, see Note 4 waterstop,� any material. 1/8"=1'-0" Note 3 t N By DESIGN P. Smith CHECKED David Ling PREPARED FOR THE L CITRUS AVENUE OVERHEAD (WIDEN) DESIGN OVERSIGHT N O CNECFEO Brett Makley STATE OF CALIFORNIA 540 0064 > _ ], Martin #6 @ 1 -0" PROJECT ENGINEER POST MILES II lap splice 67 QUANTITIES aT Y i hon Wan N t0 #11 15.2 L N O SIGN OFF DATE oU ORIGINAL SCALE IN INCHES > _ DISREGARD PRINTS BEARING REVISION DATES SKEET of T o # CONTRACT NO.: 08-468104 Geocomposite 11/12/10 05 10 07 /i 6 22 Drain, Note 3 FILE => sREOUEST 006 Q # ' #7.'�a 9" M between girders, galvanized 5 7 #5 @ 1'-3" L O 4- + �a bar c N E #9 @1 6" 0 �b bar 0 U) + 2" Clr E Typ IQ bar Approx OG 0 I Begin RW Existing RIN L o 1091.50 to remain c #g g 6"Elev BO -3 + w Approx OG :. #4 O 1'-0" Q --------------------------------------------- -- --------------r:- --------------------------------------- ---- r-- n ^I Optional M U L--_-- -------------- --_--_--J key 4'-0 o #g p o = Weep Holes - - 2'-0' 2'-0' 1 -0' NOTE: N 11 -71/2" 6-11/2" w The Contractor shall verify all M 17'-9" 0 a controlling field dimensions ELEVATION Existing return wall SECTION A—A before ordering or fabricating to remain, see Note 4 o any material. 1/8"=1'-0" 3/8 =1'-0" By DESIGN P. Smith CHECKED David Ling PREPARED FOR THE CITRUS AVENUE OVERHEAD (WIDEN) DESIGN OVERSIGHT BT DETAILS CNECFEO Brett Makley STATE OF CALIFORNIA 540 0064 ], Martin Pete Smith PROJECT ENGINEER POST MILES II QUANTITIES aT Y i hon Wan ��Coro lino Lo ez-Toro DEPARTMENT OF TRANSPORTATION 15.2 ABUTMENT 1 LAYOUT a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SKEET of FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 11/12/10 05 10 07 /i 6 22 FILE => sREOUEST 6'-7/2" 9 spaces Q 6'-0'/2" = 54'-43/4" 2019.296 Girders Remove existing RW & abutment stubwall, see "REMOVAL A DETAILS NO. 1 & NO. 2" sheets See ''RETAINING WALL u 802'' Plans L— - — - — r--------_- _ - 1 '- 3"x 1 7„x/2„ L]�I_Neolprene Girder Pad, Tot 10 Exist Diaph rL Abut 2 "Cl” Line � 61 11/2 N PLAN '/8"=1 '-0" 127'-4''-+ Limits of payment for Prepare and Stain Concrete "CI" Line Remove existing RW & abutment stubwall, see "REMOVAL DETAILS NO. 1 & NO. 2" sheets Exp Jt Exp Jt Note 1 Note 2 4'-0" 18'-0" 18'-0" ` 18'_0" Approx OG �--------------------- _ ------T; -------------------- . .. . .. . .. . .. — -- — - ----------- -- --- -- ________________- Weep Holes See "RETAINING WALL 802" Plans NOTES: 1. See "ABUTMENT DETAILS NO. 1" sheet for Expansion Joint details. 2. See, ''RETAINING WALL'' plans for Expansion Joint detail. 3. For details not shown, see "SECTION A -A" on ''ABUTMENT 1 LAYOUT" sheet L 0 + c Q) E T 4- 0 U) E J a) a) L u C 0 U C �o N C C 0 L L 0 C1 0) L a #4 @ 1 '-0 (� Abut [STI COUNTY I ROUTE I TOTAL PROJECT ' NO SHEET )8 SB (� 10 1 14.8/15.5 509 566 (� S-- 11/12/10 QaOFESSI, REGISTERED CIVIL ENGINEER DATE �o 41 :e Fy Pete B. Smith 1 /6/1 1 _ NO. C60122 PLANS APPROVAL DATE i, DA e State of California or its officers or agents I Exp. CIVIL o// not be responsible for the occurocy or s mpleteness of electronic copies of this plan sheet. Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 RSP B6-21 �h Slab —Optional Key ELEVATION 7'-4�/z�� 10'- 41/2 a 0 I/8"=1 "-0'• w 1 7'-9" 0 NOTE: 0 The Contractor shall verify all controlling field dimensions SECTION A -A w before ordering or fabricating any material. DESIGN By P. Smith eT DETAILS CHECKED David Ling CHECFEa PREPARED FOR THE Brett Mokley STATE OF CALIFORNIA CITRUS AVENUE OVERHEAD (WIDfla CC 0 5400064 DESIGN OVERSIGHT POST MILES ], Martin Pete Smith PROJECT ENGINEER II QUANTITIES aT Y i hon wan � Caro I i no Lo ez- Toro DEPARTMENT OF TRANSPORTATION 15.2 ABUTMENT 2 LAYOUT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SKEET OF 11/12/10 05 10 07 /I 7 22 FOR REDUCED PLANS0 1 2 ; PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES FILE => sREOUEST DIST COUNTY I ROUTE ITOTAL PROJECT ' NO SHEETS 08 1 SB 10 14.8/15.5 510 1 566 BO -1 NOTES: 1 -4 Pl�— S -J' L 11112110 Existin Abutment 1 1. Geocomposite drain cement treated QROFESS10 g p permeable REGISTERED CIVIL ENGINEER DATE �O 41 Abutment 1 Modified strip 1 Back face of base, and 3" 0 slotted plastic pipe continuous :e Fyc Woterstop /2 expnsion abutment behind abutment. Cap ends of pipe. Provide ''Tee'' 1/6/11 = Pete B. Smith = joint filler connection at each 4" 0 drain. No. 060122 1 /2' expnsion PLANS APPROVAL DATE i� Exp. DA joint filler The State of Cali(ornio or its officers or agents C I V I L 2. Stain on back face of wall shall extend to s, p shoe/ not be responsible for the accuracy or s � bottom of gutter. Do not stain gutter. completeness of electronic copies of this plan sheet. rf or cALIFOT� SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 Gap-Typ T.Y. LIN INTERNATIONAL See Note 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 - - - - - - -- - ---- - -- --- --- _ 3'' Unslotted 1 plastic pipe BO -1 Back face of Existing Abutment 2 1-3 abutment Abutment 2 4" Drain I 3" Slotted ABUTMENT 1 ABUTMENT 2 i plastic pipe, _ -- see Note o ---- - t -- --7--- Strip BO -1 1-3 EXPANSION JOINT DETAILS � Tee woterstop 1"=1'-0" 3" 1 Conennction See B11-47 Min \1 RW LOL Backface of Abutment or I Retaining wall Deto I A a L Oa SECTION A -A L See Note 2 + 0 1"=1'-0" C U Geocomposite See B3-9 0 ° Drain CL In 0 C 1n ° Strip o) Waterstop Geocomposite C = Drain, see J - "DRAINAGE a` Detail B DETAILS" Filter Fabric Filter �1o See B3-1 B3-2 wrap around o Fabric 3" Slotted pipe 12% TPB n \ -- 1--- Approx OG w A - - .I o `' w OG = FG Const joint - J X1n i Drainage Pad (Minor concrete) - 4" SECTION B -B DETAIL A DETAIL B No Scale 1 /2"=1'-0.' 0 NOTE: DRAINAGE DETAILS 0 The Contractor shall verify all /2 =1 -0 controlling field dimensions before ordering or fabricating any material. DESIGN By CHECKED PREPARED FOR THE CC CC P. Smith David Ling Brett Mokley 5400064 CITRUS AVENUE OVERHEAD (WIDEN) DESIGN OVERSIGHT er CHECKED STATE OF CALIFORNIA DETAILS ], Martin Pete Smith PROJECT ENGINEER POST MILES II SIGN OFF DATE QUANTITIES BT Y i hon wan CHCaro i na Lopez -Toro DEPARTMENT OF TRANSPORTATION 15.2 ABUTMENT DETAILS N O . 1 a DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING DATES SHEET REVISION or FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 11/12/10 05 10 07 /I $ 1 22 FILE => sREOUEST Utility openings B6-10 or BG -10 U-11 U-16 #8 x 4'-0" Dowels thru #5 #5-\ 11/2" Dia hole formed A? • • • • • • • • • • • • • • � I-r- I I I I I O 12" Dia. Waterline 'in 20" casing ` 2'-4" O6 - 5" Electrical Conduits 1'-6" r — OFuture Utility Opening 1'-8" — —r— DEPARTMENT OF TRANSPORTATION 15.2 ABUTMENT DETAILS N O • 2 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.]/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SNEET of 11/12/10 05 10 07 /I 9 1 22 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES FILE => sREOUEST — j --r— 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 r1 #5 U Between girders 3" Typ Level Typ PART ELEVATION - END DIAPHRAGM AT ABUTMENT Y4"=1 '-0" 2-#7 , on U 20" Casing, for waterline each side per utility plans of opening Utility opening B6-10 U-11 UTILITY OPENING DATA TABLE Label Utility Width Height O 12" Dia. Waterline 'in 20" casing 2'-4" 2'-4" O6 - 5" Electrical Conduits 1'-6" 2'-2" OFuture Utility Opening 1'-8" 1 1'-8" DIST COUNTY ROUTE ITOTAL PROJECT ' NO SHEET 6'-0" 08 SB 10 14.8/15.5 511 566 v #6 'I �@12" BO -5 BO -5 P� Q S 11/12/10 Place paral lel $-10 $-11 REGISTERED CIVIL ENGINEER DATE OpROFESs/oIV4` to Girder 3'' Limits of or Fyc & Distribution Reinf o Pete B. Smith = 1/6/11 No. ceolzz #4 %-C (a 1'_6 PLANS APPROVAL DATE i, Exp. ,}A The State of Californio or its officers or agents CIVIL between girders • _ _ _ shall not be responsible for the occurocy or Sl4Tf OR�\p completeness of electronic copies of this plan sheet. CALIF I 4" Fillet SANBAG B #4 Cont #5 LJ CA 12" between girders #5 Cont Tot 4 - End of girder — *#7 L Note: Opening sizes in end & intermediate diaphrogms Overlay I I I Reinforcin #4 #4 I #7 I fL Girder, Typ --- --- - - - - -- - ------I I I #8 x 4'-0" Dowels thru 11/2" Dia hole formed - in girder, Typ NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. ---- •-- -�-�� #5 Bottom bars#5 LJ T BRIDGE NO. 5400064 Between girders POST MILES recast/ Prestressed ], Martin Pete Smith PROJECT ENGINEER "I" girders SECTION B -B Y4--=1'-0-- DEPARTMENT OF TRANSPORTATION #5 Cont Tot 10 1 • 1170 N 3RD STREET I ° Extend to Edge SAN BERNARDINO, CA 92410 I of Deck T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 I #5 Tot 4 RIVERSIDE, CA 92507 -- i --- Between girders I I I Utility opening * See "ABUTMENT 1 LAYOUT" sheet --"IT 17 1 for details of #7 bar #8 Tot 2 Placed through hole in girders 1/2" x 4" Expanded Polystyrene 1\17between girders. 1'-3" SECTION A -A 1/2"=1'-0-- Existing -0" Existing Bridge Closure Pour Stage 1 Construction 2'-6' #5 /- Dr I I and --"' 'J Bond dowel Tot 4; I r Structure Approach Slab Type R(30D) Over Ioy ' o I I I o a ' I T I I \� #5 Dri I I and bond dowels MR Paving notch extension, see "STRUCTURE APPROACH TYPE R(30D)" sheet SECTION C -C 3/4"=1 '-0" PART ELEVATION - END DIAPHRAGM AT ABUTMENT CLOSURE POUR 3/4"=1 -0.' DESIGN ev P. Smith -`David Ling eT C"ECFED DETAILS PREPARED FOR THE Brett Makley STATE OF CALIFORNIA BRIDGE NO. 5400064 C I T R U S AVENUE OVERHEAD (WIDEN ) DESIGN OVERSIGHT POST MILES ], Martin Pete Smith PROJECT ENGINEER II QUANTITIES aT Y i hon wan I"Caro i na Lope Toro DEPARTMENT OF TRANSPORTATION 15.2 ABUTMENT DETAILS N O • 2 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.]/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SNEET of 11/12/10 05 10 07 /I 9 1 22 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES FILE => sREOUEST 6'-1"± 1 -6"± Edge of Exist overlay + +I fP +I 777" 7% 51 -0"± 6'-1"± Exist Citrus Ave 1 6 ± m Edge of Exist overlay C +I +I .x t +I O N W D t0 + Q0 In L..J L..J L --J L -J L L.. L.. 1 —1 L�-l1 �I 1 EXISTING BRIDGE TYPICAL SECTION 1/4"=1 -0" Remove existing stubwall Existing Retainig wall to be removed, see "RETAINING WALL No. 790'' plans A Remove existing stubwa l l i! i ✓:- ' - 1 l ------------------------ - - - - - - - 2 ----------------------------------------- I � � � � � � �• Remove existing II I i i i I l i i i i i i IJ Retaining wall 6A,ii j�/� Existing Existing / (I I I I I R I I I I I u edge of deck // v edge of deck V EXISTING ABUTMENT 2 Existing Existing Edge of deck 77 edge of deck Remove existing Existing Retaining wall //// j ? / Retaining wall to remain ; I/IlIIJlJ./I/J/J./J./ - -' - =-TjjLZLl' --------------------------- ,� I- ------------------- .._.._-._.. L I_- L_I LJ LJ LJ L� LJ LJ LJ LJ LJ r �— :--------------------------- ------------ --- I j Remove existing ✓� I/I stubwall ii ,IJ Remove existing stubwall �\J EXISTING ABUTMENT i LEGEND -------- - Existing structure ® - Bridge Removal (Portion) COUNTY I ROUTE 108 1 SB 1 10 1 14.8/15.5 1512 1 566 1 �� L7 Srn nr 11/12/10 QROFESSIoti REGISTERED CIVIL ENGINEER DATE �o 41- 1/6/11 .e Fy Pete B. Smith _ C. C60122 PLANS APPROVAL DATE DA The State of California or its officers or agents i1 Exp. CIVIL shall not be responsible for the accuracy or r q Completeness of electronic copies of this plan sheet. Tf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 1 7,-01.+ +I +I O �p .1 �I rz/xf .. . I i v i Sawcut ; - - - - - (C — 2'-3"± Face of n ��\II � Exist Abut V - SECTION A—A +I -------------- I Exist End Diaph SECTION C—C /2'.=1'-0.. SECTION B—B 1/2'.=1'-0" NOTE: 0 0 The Contractor shall verify all PLAN a controlling field dimensions I/B" before ordering or fabricating a any material. B,' DESIGN P. Smith BT DETAILS CHECKED David Ling CNECFEa PREPARED FOR THE STATE OF CALIFORNIA Brett Mokley CITRUS AVENUE OVERHEAD (WIDEN) 540 0064 DESIGN OVERSIGHT POST MILES II 1. Martin Pete Smith PROJECT ENGINEER QUANTITIES BT Y i hon Wan ��Coro I i no Lopez -Toro DEPARTMENT OF TRANSPORTATION 15.2 REMOVAL DETAILS N O . 1 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SKEET OF 11/12/10 05 10 07 /i 10 22 FOR REDUCED PLANS0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES FILE => sREOUEST l'-2''-+ to 2'-6"± I -0'1± i 2'-0'1± Existing Retainig wall to remain n I +I I Cable railing, see "MISCELLANEOUS DETAILS" sheet. Q I M ' Existing abut to remain I � I • I• I :; L• ........... ......................................................... ............................................ _--_--_--_--_--_--_--_--_--_--_--_--_--_--_--_--_--_--_--_--_--_--_--1.. v -------- ELEVATION -- ELEVATION i . +I 0 I +I v 1 i +I in 6-± � N PLAN NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. ABUTMENT 1 Existing abut -- I/8" =1'-0" to remain Existing Retainig wall to be removed, see "RETAINING WALL 790" PLANS i I I u I h I .I I I .I I I J .I............................................... , L.. _.. _.. _.._.. _.. _.. . - _ l.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._. ELEVATION +I 'I - F------------------------------------------------------------ - N N I--_--_--_--_--_--_--_--_.._.._.._.._.._.._.._.. `F 17 L.. _I—C:.TL f-�.Tr-L�-�_TZ.-r L.._IZ..-T Existing Retainig wall L------------------------------------------------------------ .n to be removed, see ''RETAINING WALL 790" PLANS PLAN ABUTMENT 2 I/R" =1'-0" IST COUNTY I ROUTE I TOTAL PROJECT I " NO SHEET 18 SB (� 10 1 4.8/15. 5 1513 1 566 -pl S-- 11/12/10 QaOFESSI, REGISTERED CIVIL ENGINEER DATE �o 41 .e Fy o Pete B. Smith 1/6/11 _ NO. C60122 PLANS APPROVAL DATE i, DA e State of Cali fornix or its officers or agentsExp. CIVIL o// not be responsible for the occurocy or mpleteness of electronic copies of this plan Sheet. "4;,,- OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND -------- - Existing Structure ® - Bridge Removal (Portion) DESIGN ev9 P. Smith David Lin PREPARED FOR THE BRIDGE NO. ITR CUS AVENUE OVERHEAD (WIDEN) DESIGN OVERSIGHT er CNECFEO DETAILS STATE OF CALIFORNIA Brett Makley 54CO064 ], Martin Pete Smith PROJECT ENGINEER Rosi MILES QUANTITIES - I�Caro DEPARTMENT OF TRANSPORTATION 15.2 REMOVAL DETAILS NO 2 SIGN OFF DATE Y i hon Wan lino Lope Toro . DESIGN DETAIL SHEET (ENGLISH) (REV.]/16/10)V ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING ON OA sNEET OF FOR REDUCED PLANS 0 1 2 ; PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 11/12/10 05 10 07 /I 11 22 FILE => sREOUEST DISTI COUNTY I ROUTETOTAL PROJECT " NO SHEETS 08 SB 10 14.8/15.5 514 1 566 "CI" Line (� Jc _Pl�{-^-- L� 11/12/10 63'-0"± 64'-0" —1 ROFESStO Existing Bridge REGISTERED CIVIL ENGINEER DATE op Nab 58"-7" = PeTe B. Smith = 1/6/11 NO.C60122 5'-" 0 PLANS APPROVAL DATE The State of Colifornic or its officers or agents i� Exp. ,yA 8r C I V I L 58' - 0" shall not be responsible for the accuracy or S ` Tf Chain Link Railing a completeness of electronic copies of this plan sheet. OF CALIFD -Top of Sidewalk 45"-11" Type 7 (Mod1), SANBAG 1170 W 3RD STRET Exist Girder I 33'-1 0" Typ B1 1 -52 p SAN BERNARDINOECA 92410 6' _ Max a C T.Y. LIN INTERNATIONAL S and varies I 21'-9" r F --c p ~ 3550 VINE STREET, SUITE 120 Ile, 4 5 Profile Grade = = a v c _^ 0 ©O 8 RIVERSIDE, CA 92507 Concrete v o -Do g11-54 0o0 Type 26 (Mod1 ) J I J 1 i ilk a %4" Drip groove r ..J L..J L.. r I L.F T F— 2 1'-10'/2"± 5" 3 1 Note 4 LEGEND Bottom of Note 5 PC/PS Girder 6 Exterior Girder Note I -Girders (Typ) 5 -------- - - - Indicates existing structure Concrete Barrier 3'-2" Max and Varies 9 spaces Q 6"-0/2" = 54'-4 /2" 3'-0" - Indicates new structure Type 26 (Mod1) 611-54 Closure UTILITIES see "OVERLAY Pour DETAILS" sheet TYPICAL SECTION 1O- 12" Dia. Water Line with 20'' casing for drill and bond dowels. (Fontana Water) '/4"=1'-0" 0 - 6 - 5" Electrical Conduits (Southern California Edison) 3O - Future Utility Opening 4O - 6- 11/2" Fiber Optic Conduits, see "ROAD PLANS" 5O - 2 - 5" Future Ultility Conduits B11-54 © - 3" HDG Meter Conduit "C I" Line I (Southern California Edison) 7D - 2" Loop Detector Conduit, see "ELECTRICAL PLANS" i BO -5 BO -5 �� CL Girder, Typ O - 3" Signal Interconnect Conduit, see "ELECTRICAL PLANS'' #5, S=12", 5-10 or 5-11 1 21/ .. 1 21/ , Concrete Overlay, see I ''OVERLAY DETAILS" sheet #5 Place parallel to (L supports and Typ Typ Sidewalk and for details i space along "Cl'' Line Barrier dowels #5 Tot 8 #5 X 4'-6" Bundle L 1 -2/2, with alternating top N c' transverse bars for w 5'-0" from BB or EB #4 Tot 2 L — #5 Cont II c..) I Tot 8 #4 Cont Tot 3 2 a 2"-6" #5 x 5'-6" BO -5 per bay w Min Lop Q 12" place with 5-10 Drill and rr i #5 Cont Tot 4 einf. FForrder Bond Dowel, see ''OVERLAY per bay see Tsheet DETAILS" FD)'' #4 Cont Tot 4 per boy w \1 NOTES o 1. Utilities shall not be placed until deck concrete has attained 4. Contractor shall install inserts for 11 PART TYPICAL SECTION full strength. Utilities shall not be supported from girders. hangers. See SCE plans for details. w NOTE; 1. Y4"=1"-0" The Contractor shall verify all 2. Utility supports, by others 5. Contractor sholI furnish and install a controlling field dimensions inserts for hangers. See Fontana before ordering or fabricating 3. Indicates Limits of Payment for Prepare and Stain Water plans for details. any material. Concrete, West side shown, East side similar. DESIGN Br K. AnthonyHECKED id Lin y PREPARED FOR THE CITRUS AVENUE OVERHEAD (W1DEN) CC DESIGN OVERSIGHT DETAILS BT CIECKED STATE OF CALIFORNIA Brett Mokley 5400064 1 Martin Smith PROJECT ENGINEER POST MILES II SIGN OFF DATE QUANTITIES B. Y i hon wan CHCaro i na Lopez -Toro DEPARTMENT OF TRANSPORTATION 15.2 TYPICAL SECTION a DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET ov FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 11/12/10 05 10 07 /I 12 1 22 FILE => $REOUEST DISTI COUNTY I ROUTETOTAL PROJECT ' NO SHEET O8 SB 10 14.8/15.5 515 1 566 rL Exist Citrus Ave P,�— Q S 11/12/10 apFEsslo "Ci" Line REGISTERED CIVIL ENGINEER DATE doe Nab 59'-2" .. Fy Limits of Payment for Prepare Concrete Bridge Deck Surface Pete B. Smith 1/6/11 O. C60122 28'-9'' 8,- 9„ PLANS APPROVAL DATE NExp. 30'- 5" The State of California or its officers or agents 4` CIVIL � Limits of Payment for Polyester Concrete Overlay Limits of Payment for Structural Concrete Deck Overlay shall not be responsible for the accuracy or sls .p _ 3'-1 0" 3'-0" 23'-6" 2' 3" completeness of electronic copies of this pion sheet. Ae0Or CaLIFO�� SANBAG 54'-0" ± 1170 N 3RD STREET ` Limits of Payment for Remove Asphalt Concrete ISurfacing SAN BERNARDINO, CA 92410 Detail B Detai I C � T.Y. LIN INTERNATIONAL ` _ ---- - 3550 VINE STREET, SUITE 120 A \ - RIVERSIDE, CA 92507 Dela i t � � Varies 1.4%± to 2.4%+ ( I, Varies 1.8%± to 2.4%± , � ommo 00 - - ---_=---------------- - - - - - - - , ----- - - - ,-----------Ir••=. - - - - -=•=-r - 1 - - :._: - - - - - =-= - - I `-- -7 ----------'----: ?' - I '� -r, `1 ---�• 't'-- '� I .` i-' `r I Y J' •� r• �---- r---='-------------- t I 7i!NOTES: i 1. For overlay elevations, see „DECK COUNTOURS" sheet. New EO D --- TYPICAL SECTION ------- 4 =1 -0 3"± Concrete Barrier 611-54 Polyester Concrete Overlay I Structural Concrete Deck Type 26 (Mod1) Exist Citrus Ave Overlay Exist "CI" Line EOD +I #4A�: @ 1'-6" #4 x 1'-6" @ 1'-6" PG See "TYPICAL SECTION" • Drill and Bond Dowel w I Drill and Bond Dowel In 5' deep hole ._ I Grade Break � sheet for Closure in 5' deep hole LGO 0 #5 @ 12"#5 @ 12" #4 @ 12' L I #5 x 8'-0" @ 12' Pour details > I +I L #4 @ 12" N U I \ N +I I U LO� 000000 00 re) II II - ----.. _ " II -_---.-_-._.- --_� ---.- ; -------- j -----`_-.-_-.-_-.,1 -I` J •_` -- ------ lam' I II I II II #5 X 8'-O„ @ 6., .1 '-0" to first % . ------ ----------- 3 i --------- Row - - -�-. -I i Row of #4 512" I i #4 F @ 2'-0" each way ! i #4 @ 2'-0" each way i II►►-- I Dri I I and Bond I Dri I I and Bond Dowel Min ! ! Dowel in 5" deep hole i in 5" deep hole i ..._------I ------' r 1 \1 II_.._.._... nE' T A L I A 74 -1 -U DETAIL B Y4"=1 '-0" - Structural Concrete, Deck Overlay - Polyester Concrete Overlay - Remove Asphalt Concrete Surfacing DETAIL C 3/4"=1 -0„ NOTE: 0 The Contractor shall verify all a controlling field dimensions before ordering or fabricating o any material. Br CHECKED DESIGN P. Smith David Ling eT CNECFEa DETAILS PREPARED FOR THE Brett Mokley STATE OF CALIFORNIA CITRUS AVENUE OVERHEAD (WIDEN) 0 5400064 DESIGN OVERSIGHT POST MILES I.2 ], Martin Pete Smith PROJECT ENGINEER II QUANTITIES aT Y i hon wan CICaro i na Lopez-Toro DEPARTMENT OF TRANSPORTATION 15l OVERLAY DETAILS a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SKEET ov 11/12/10 05 10 07 /I 13 1 22 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES . FILE => sREOUEST m 'CI" Line � '- N r*1 C a IT NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DISTI COUNTY I ROUTETOTAL PROJECT ' NO SHEET 08 SB/(�{ c 10 14.8/15.5 516 1 566 11/12/10 ROFESst C Pendant Soffit Luminaire, ES -911 REGISTERED CIVIL ENGINEER DATE e a,y41 See Note 5 I w Pete B. Smith 1/6/11 = i _""-----"---- - I PLANS APPROVAL DATE No. C60122 I The State of Colifornio or its officers or agents i� Exp. ,yA stall not be responsible for the occurat or CIVIL Exist Citrus Ave I pons is SrgTf O�ytA�p completeness of electronic copies of this peon sheet. or [ACIP ! I I SANBAG –"-–- - – - - _i -- -.. 1170 N 3RD STREET SAN BERNARDINO, CA 92410 f ' T.Y. LIN INTERNATIONAL ---------_I----� I 3550 VINE STREET, SUITE 120 iExist Bridge j RIVERSIDE, CA 92507 Exist Girder I. TYp I f-----------�--- Edge of NOTE: i Closure pour ! 1. See "PRECAST PRESTRESSED I GIRDER" sheet. ----------- - - _.._.._.._.._.._.._. _.. .._.. .._ ._.._.._.._ ._.._.._.._.._.._.. 2. Casing shall extend a minimum of 5'-0" I I beyond limits of approach slab. Edge of Exist Deck I; 3. Casing for future utility shall be 12" max OD. For additional details, see — i — — -- —------- i B6-10 I I i � Girder Steel casing, iU-16 see Note 2 & 3 4. Align one Pendant Soffit Luminaire with centerline of bay indicated. For I' Luminaire details, see "ROAD PLANS". 66-10 B6-10 5. Align one Pendant Soffit Luminaire U-11 U-16 with centerline of bay of existing ----------- —----------- — — i — — Citrus Avenue Overhead. I I N00°08"05"W i- ---------------- I i --- TYP LEGEND — — i — - — — — — - — - — - — - — - — - — — — I —-------- - Existing Structure New Structure — - - - — - - - - - - - — - - — - - — - - — - - I - Q - Soffit Luminaire CL Span = I I Edge of Intermedial Abut Deck Diaphragm � 1�I BO -5 or rBO-5 I G_1, ------ -------li — B6-10 TYp 66-10 Utility U-11 U-15 Opening Abut 2 Pendant Soffit Luminaires ES -9E Tot 1 at Proposed Citrus P Avenue Overhead, See Note 4 PLAN Bo -5 [*> �/2"=1 '-0" DESIGN ev P. Smith `"E`David Ling eT C"ECFEO DETAILS PREPARED FOR THE Brett Makley STATE OF CALIFORNIA BRIDGE NO. 5400064 C I T R U S AVENUE OVERHEAD (WIDEN ) DESIGN OVERSIGHT POST MILES ], Martin Pete Smith PROJECT ENGINEER II QUANTITIES aT Y i hon Wan "Caro lino Lo ez-Toro DEPARTMENT OF TRANSPORTATION 15.2 GIRDER LAYOUT a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.]/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REv151oN OnrES 5"EET OF Ilnzno os to or n 14 1 22 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES FILE => $REOUEST IT Exist Retaining Wall Wing Wall 790 LOL i See "DETAIL A-.::�, Structure Approach Type R(30D) (Mod) ---- Structure Approach Type N(30D) (Mod) J Match tot of barrie Concrete Barri( Type 26 (Mod1) 6C BB Cl" Line - 47+00 Preformed Loops in Bridge Deck, see "ELECTRICAL PLANS" See Note 2 A),EB Retaining Wall Wing 802 LCL 14.8/15.5 517 1 566 Wall C PLAN 1"=20'-0" _QBk) SECTION A -A 3/4"=1 -0.. NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. Concrete Ba Type 26 (Mol see "RETAIN] WALL" plans 48+00 Barrier slab, see "RETAINING WALL 790" plans -3/B" Expansion Joint Filler Structure Approach Type R(30D) (Mod) Structure Approach Type N(30D) (Mod) 3/B" Expansion Joint Filler Barrier slab, see "RETAINING WALL 802" plans SECTION B -B 3/4"=1 -0.. NOTES: B11-54 1. For notes and reinforcing not shown, see 2. End of Type 26 Barrier to match face of barrier on retaining wall. 3. Install signal foundation before approach slab and Concrete Barrier Type 26 (Mod1) are constructed. 4. Install signal pole after Approach Slab and Concrete Barrier Type 26 (Mod1) have been constructed. 5. For sidewalk details and reinforcing, see g11-54 Northeast corner shown; Northwest corner similar except no electrical pole. Type 1-A standard Northeast corner only, see "ELECTRICAL PLANS" and RSP ES -7 Slope to match sidewalk Match top of barrier /2„ polyestyrene6�1%__, al I around :oncrete Foundation, see Note 3 larrier ype 26 (Mod1) ES -7N and ES -11 Except as noted r— � Pole, Note 4 SECTION C -C /2"=1 -0.. 3/" Exp Jt Filler. 17" recess below walking surface Conc Barrier Type 26 (Mod1 ), Note 5 See "RW 802" or "RW 790" Plans Approach slab 1ST COUNTY I ROUTE I " NO SHEET TOTAL PROJECT I 08 1 SB(n� 10 1 14.8/15.5 517 1 566 f� S� L7 11/12/10 REGISTERED CIVIL ENGINEER QaoFEss10ti DATE �o 41- :� Fy Pere B. Smith = 1/6/11 _ No. C60122 PLANS APPROVAL DATE " QUANTITIES Yihon Wan Carolina Lopez -Toro . DA to State of Cali (ornio or its officers or agents i, ExpCIVIL V/I not be responsible for the accuracy 7mple feness Of electronic COQieS Of this or q Qlan sheet. rTf OF CALIFOR�p SANBAG a 1170 N 3RD STREET DESIGN DETAIL SHEET (ENGLISH) (REV.]/16/10) ORIGINAL SCALE IN INCHES SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL DISREGARD PRINTS BEARING 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 FOR REDUCED PLANS 0 I 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 40'-6" 111 I1 ` Cable B11-47 �° ° II• Rai I Ing 4 i i p i u i i II •. 4 Existing i Retaining Wall i to remain II ` I ' III I b: I• L• ..I_.._.._.._.._.._.._.._.._.._.._.._.._.._.._..L ELEVATION ABUTMENT 1 EXISTING RETAINING WALL /8"=1'-0. Concrete Barrier Type 26 (Mod1), see "RETAINING WALL 790" plans +I� See Note 2 I EB Concrete Barrier Existing Type 26 (Mod1) DETAIL A 1"=1'-0" DESIGN ev P. Smith `"E`David Ling C"ECFEa DETAILS eaTT PREPARED FOR THE Brett Mokley STATE OF CALIFORNIA BRIDESIGN 5400064 AVENUE OVERHEAD C I T R U S VENUE VERHEAD ( W I D EN OVERSIGHT POST MILES ], Martin Pete Smith PROJECTENGINEER II " QUANTITIES Yihon Wan Carolina Lopez -Toro DEPARTMENT OF TRANSPORTATION 15.2 MISCELLANEOUS DETAILS a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.]/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING OATES -ET of 10REVISION 11/12/ 05 10 07 /I 15 1 22 FOR REDUCED PLANS 0 I 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES FILE => sREOUEST Small space permitted within group (4-#7 for girde deeper than 4') 2-#7 S notched end only CLEARANCES FOR PRETENSIONED STRANDS 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 1112" for 3/8" strands, l%4" for %6" strands and 1/2" strands, 2" for 0.6" strands. 3. "S" is measured between centers of adjacent strands. 4. Approval of Engineer is required for deviation. Construction joint between 4'-0" airder and deck slab 2-#6 _ - 4'-D" Idc� ❑A #5_� or -U@ 4" © #5 E or 9 @ 4" © #5 or @ G" Q #5 or d� @ 12" 0 #5 or @ 18" #4 coni tot 4— #4 tot 6 - #4 r ----i @ 6 tot 8 @ enl End of der D ��\ 2-# notched end only min Xonly ll depth girder rs OM I - DETAIL For optional notched � span Path of center of gravity of prestressing steel to approximate a parabola. TI,o eK-11 Fro n min; —— nF 7 hn Iii e ...i +hin +Lo ennn Note �BU — ELEVATION 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 x 1'-4" -#4 1'-4" @ 12 (A 12 #4 cont tot 4 #5 with #4 n crossties (9 6 lmax #5 I or� ` when conflicts #4 cont with strands tot 4 1" clr— tot 2 SECTION A -A 0 11=1". c 0 c',� — — E a) clr D M � #4 cont tot 4 o I x I -u uuII requIr eU Tur ex ler Iur y I r uer See "Insert Assembly'.. ield bend - typ rn LL, ulmens Ion =1 r Tolerance =*1' End may be sloped as required (4— See DETAIL "E" DIST, COUNTY I ROUTE ITOTAL PROJECT JN'. SHEET 08 1 SBd(� 10 14.8/15.5 518 566 1en- B C J�n:AY.- �t tt/t2/t0 Q(tOfESS10N4! e.�p REGISTERED ENGINEER - CIVIL W Pete B. Smith m 1 /6 /1 1 No. C60122 JO PLANS APPROVAL DATE * Exp. The State of California or its officers or agents X CI V I L �R shall not be responsible for the accuracy or Orf Ar rA(\FOQ'� TheState of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. 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'ci (Ksi) 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. GirderConcrete location or designation and length Field Jacking Force (P) in Kips "X" Stren th (Ksi) g Deflection Components in Inches fci fc O Deck O Rail #6 1 Tot 2 #8 dowel 4'-O" #8 x 4'-0" dowels placed DL DL Span 1 31/2" 93_0 CITRUS AVENUE OVERHEAD (WIDEN) #6 tot 2 CALIFORNIA formed in girder, when 41/4" — — — _ _ —96-0— 960 6.5 7.0 1.084 0.073 Field bend typ #5U with #4I—I @15±max crossties @ 6 max #6 tot I,_01. Section for all bays #6 1 Tot 2 #8 dowel 4'-O" #8 x 4'-0" dowels placed F -F SPECIAL DETAILS N #4 cont through 11/2" 0 holes CITRUS AVENUE OVERHEAD (WIDEN) #6 tot 2 CALIFORNIA formed in girder, when between girders #8 doi 1"0 x 12" bolts with insert #4 �2 .. diaphragm IS continuous. Holes need not be grouted PAST MILE 15.2 #4 tot 2 assemblies when diaphragms are are discontinuous. Bolt #9 II See between girders REVISION DATES (PRELIMINARY STAGE ONLY SHEET OF 0 2 3 for exterior girders EARLIER REVISION DATES "E" 16 2, 11 #7� Detail 1 1'-7" #4 cant tat 4 E C T I 0 N D- 4-" - #4 tot 6 #5 x 6'-0" @ #59 orU #5U with #4I—I @15±max crossties @ 6 max 1IM%7Gl1 I M%7%71Gm1. i I,_01. Section for all bays #6 1 Tot 2 #8 dowel 4'-O" #5 L111/2" c I r typ except '-7"�as shown SECTION B -B SECTION C -C STANDARD DRAWING O1 Deleted Deto i I APPROVED BY Jim Mo RELEASED BY FILE RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF ND. XS 1-120-e RELEASE DATE 2 Modified Deto i I APPROVAL DATE O7 -2t -OS REVISED O3 New Detail DS OSO 2147A (ENGLISH STANDARD DRAWING 'XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS �� Tis x b -u (9 O 1IM%7Gl1 I M%7%71Gm1. i 8" Section for all bays is SECTION E -E #5 F -F SPECIAL DETAILS @ 15 ± DIVISION OF #6 cont, tot. 2 CITRUS AVENUE OVERHEAD (WIDEN) #6 tot 2 CALIFORNIA between girders #8 doi (Top & bottom) ENGINEERING SERVICES PAST MILE 15.2 #4 tot 2 UNIT: 2232 between girders REVISION DATES (PRELIMINARY STAGE ONLY SHEET OF E — U INTERMEDIATE DIAPHRAGM O 6 cont, tot. 2 f 1" malleable iron or o tot 2steel hex nut with �tween girders 2�/4" min 1"0 x 3" bolt fop & bottom) 1" min 'I 1" min tot 4 ,tween girders 1"0 x 12" bolt—)1" min ■III, 1n C r%'r w c+c+IL— ll lf■ V Note: 1IM%7Gl1 I M%7%71Gm1. i 8" Section for all bays with utilities SECTION E -E SECTION F -F SPECIAL DETAILS STATE OF DIVISION OF BRIDGE NO. CITRUS AVENUE OVERHEAD (WIDEN) 54C0064 CALIFORNIA DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES PAST MILE 15.2 PRECAST PRESTRESSED I GIRDER ( LRFD ) UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY SHEET OF 0 2 3 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES 16 2, USERNAME => $USER $REOUEST DIST COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS "b" bars paawavement Concrete Barrier 811 54 '�oX o8 SB 10 14.8/15.5 519 566 BB EB Type 26 (Mod1) o Aln S i i 11/12/10 QaoFESStaN REGISTERED CIVIL ENGINEER DATE Bridge deck Lane Top f Sidewalk----- .e Fy Barrier #6 Barrier dowel—_Z Pete B. Smith i dowel 1/6/11 NO. 060122 m ----------------————-- PLANS APPROVAL DATE a i, Exp. ,} A Long i tud i na I const. A 0\0 000 the State of California or its officers or agents CIVIL joint. shall not be responsible for the accuracy or SlgTf ( See Note 3 ) A / /— ` _7]G A completeness of electronic copies of this pion sheet. cALIFO SANBAG 1170 N 3RD STREET O FG SAN BERNARDINO, CA 92410 i T.Y. LIN INTERNATIONAL J #8 #5 M 3550 VINE STREET, SUITE 120 Parallel C TPB #4 RIVERSIDE, CA 92507 to face of paving 30'-0" Wing wall RW 802 30"-0" @ 1'-6" notch SKEW < 200 PLAN Note 2 SKEW < 20' #q Tot 4 1'=10'-0" SECTION 13-13 Y4..=1 '-0" See RSP 30"-0" - Pay limits for Structural Concrete,Approach Slab aaa� Note 1 B6-21 #5 bar choirs @ 3'-0" + i is and transversely and 4'-0"± Transverse contact joint longitudinally � See Note 5 0 #5 @ 12 ° 3" Plastic Y 1 See "Tie Detail" "b" bars Approach °Pipe Y 1 '-6" � u #6 @ 12 = - u(Slotted) u -- -- - 6 N v IP i.-Exist Abut -----. ��io, SeeBuildin1 ----- Road91 N Plans" o er u u': p p i Filter fabric DID #8 @ 6 #5 @ 18 illi 1 a a" bars o Y' I 3" Slotted pipe, I See 'DRAINAGE PLAN" Woven tape fabric ° a Y SECTION A—A Y o ° � u %4"=1 '-0 Approach m Geocompos to u 3-2" Fiber Optic Conduits, Slab Drain ° see 'ROAD PLANS' m Y 3" Ramp Metering Conduit and 11/2" Lighting Conduit Y New Abut in Abut 2 Approach Slob, see "ELECTRICAL PLANS"qpeie'11! Approach Slab Type N30D3" PlastY NOTES: Polystyrene around (SlottedAbutment ° w 3 anchor assembly Note 6 ° 1. For details not noted or shown, see "STRUCTURAL PLANS". F /4 0 goly. rod @ 24 L L_________ ,R with nut and threaded ends. Rod v 2. For retaining wall No. 802, see "RETAINING WALL" plans. encased in 1" 0 x 2'-4" PVC conduit See Note 1 2 v 3. Longitudinal construction joints, when permitted w 8'' clear, other clr N Geocomposite BB shown, EB similar by the Engineer, shall be located on lane lines. o ------ -- Drain depths must be approved 212, I DRAINAGE PLAN 4. For transverse contact joint with new PCC paving, by the Engineer refer to Standard Plan 10. - --�` I I I No Scale 1 L 1 5. At the contractor's option, approach slab transverse %4" 0 x 8" bolt Z„ c1r _ i %4" steel coupling nut U 4 #5 bar #6 FG reinforcement may be placed parallel to paving notch. Finished Spacingof transverse reinforcement is measured iv along roadway. Grade R 21/4" x1/4" x 21/4 Top of -�- 6. Bends and junctions in 3" plastic pipe are 30" with 1" 0 hole Footing I radius min. o TIE DETAIL BAR CHAIR DETAIL 7. Indicates Limits of Payment for Prepare and Stain ;I NOTE: 3 112„ Edge of Concrete. o The Contractor shall verify all Footing TPB #8 #5 a controlling field dimensions SECTION C-C before ordering or fabricating SECTION D—D 3 any material. No Scale /4 -1 -0 a DESIGN Br CHECKED CC P. Smith David Ling PREPARED FOR THE BRIE NO. Brett Makley 5400064 CITRUS AVENUE OVERHEAD (WIDEN) DESIGN OVERSIGHT eT CNECFED STATE OF CALIFORNIA DETAILS ], Martin Pete Smith PROJECT ENGINEER POST MILES N SIGN OFF DATE QUANTITIES - Yihonq Wang Caro I i no Lopez-Toro DEPARTMENT OF TRANSPORTATION 15.2 STRUCTURE APPROACH TYPE N (30D) a ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SKEET OF DESIGN DETAIL SHEET (ENGLISH) (REV.]/16/10) tt FOR REDUCED PLANS 0 1 2 ; PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 11/12/10 05 10 07 /I 1 7 1 22 j FILE => $REOUEST Parallel to face of paving notch - 1 1 1 1 Existing roadway pavement 1 1 1 1 1 1 � ` 1 1 1 1 1 1 1 RW 790 Note 7 �� Existing g 1'1wing wall "b" bars - B BB Longitudinal const. EB oint. See Note 3 ) --------------�- ,1 A A � Brlidge deck C5 xe �o Concrete Barrier g11-54 Type 26 (Mod1) Top of Sidewalk Barrier #6 Barrier Parallel to face dowel dowel of paving notch 000000 O 0/ C� Existing o roadway pavement FG bars 15 TPB #8 #4 a1 #5 Tot 2— M Dri I I & bond #5 Go 1 8, 1 '-0" into existing,see Note 2- f til #4 LJ CA 1 '-6" #4 Tot 2 Building paper Paving notch extension 6' 3-2" Fiber Optic 1 Conduits ,see "ROAD PLANS"— 0 NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 5 Q 18 T L #8 @6 Co NU "a" bars Woven tape fabric Filter fabric 3" Ramp Metering Conduit and 1112" Lighting Conduit in Abut 2 Approach Slab, see "ELECTRICAL PLANS" SECTION A -A 3/4"=1 '-0.. 2'/4 " x '/4 " x 21/4 with 1" 0 hole 3/4" 0 rod @ 24, with nut and threaded ends.Rod to be encased in 1" 0 x 2'-4" PVC conduit 8" clear, other depths See Note 1 must be approved -------------- - -- by the Engineer I- _1 30° Drill and bond 1'-0" into existing See Note 2 #4 Tot 4 MIMS SECTION B -B 3/4"=1 -0" See "Road Plans" - FG 3" Plastic Pipe (Slotted), see Note 8 2" cir v IST COUNTY I ROUTE I TOTAL PROJECT NO SHEET 18 SEI 10 1 14.8/15.5 520 566 (7 Ste.- 11/12/10 Q..FEssloti REGISTERED CIVIL ENGINEER DATE �o 41 .e Fy o Pete B. Smith 1/6/11 Z _ PLANS APPROVAL DATE a No. C60122 DA e State of Californio or its officers or agents .4 Exp. CIVIL al/ not be responsible for the accuracy or s mpleteness of electronic copies of this plan sheet. r Tf OF CA If SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 3/4" malleable 11/2" x 31/2"continuous iron or steel recessed key 1'-3" coupling nut "b" bars min. lCI 3/4" 0 rod x 1 '-0" Q 12. Thread one end 6 "a" bars 6' 3" STAGE 1 STAGE 2 STAGE 1 STAGE 2 SECTION C -C 3/4"=1 -0" v� 21/2" c I r I Lul �Pol st rl 2" clr Y Y ene i around anchor assembly Limit of 3'-0" excavation for max constuctIng paving notch --- - extension TIE DETAIL 3/4' =1 -0.. 2'/2' I 1 4 #5 bar BAR CHAIR DETAIL 1 1/2.'=1 '-0" Drill and bond 1112" x 31/2" continuous Drill and bond #5 x 1'-9" 12 recessed key #5 x 1 -'9" CA 12 into 6" deep hole::� into 6" deep hole Y 300 6„ � 300 EXISTING STRUCTURE STAGE 1 STAGE 2 APPROACH NEW CONST. LONGITUDINAL CONSTRUCTION JOINT ALTERNATIVES NOTES: 3/4"=1 '-0" 1. For details not shown or noted, see Structure Plans. Adjust bar reinforcement to clear a sawcut for sealed joint, when required. 2. Space to avoid existing prestress anchorages and main reinforcement. 3. Longitudinal construction joints, when permitted by the Engineer, shall be located on lane lines. 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. See "RETAINING WALL" plans. 8. See "STRUCTURE APPROACH TYPE N(30D)" sheet for drainage details. 9. Indicates Limits of Payment for Prepare and Stain Concrete. 30'-0" min L 30'-0" min BRI r- SKEW < 100 SKEW < 100 DESIGN OVERSIGHT C"ECFEO DETAILS eaTT PLAN Brett Makley 5400064 1 =10'-0" 1. Martin Pete Smith PROJECTENGINEER 1 Pay limits for Structural Concrete, Approach Slab II RSP 30'-0" min. see Note 4 DEPARTMENT OF TRANSPORTATION See Note 1 g6-21 15.2 #5 bar chairs @ 3'-0"+ Transverse contact joint, match existing or proposed and Match existing transversely and 4'-0"± longitudinally "Tie povement.See Note _ 5 bridge deck grade or bridge overlay grade See Detail" 1._6 S — CA 6 #6 12 #5 Q 12 1 "b" bars L 1 �1 NIU a1 #5 Tot 2— M Dri I I & bond #5 Go 1 8, 1 '-0" into existing,see Note 2- f til #4 LJ CA 1 '-6" #4 Tot 2 Building paper Paving notch extension 6' 3-2" Fiber Optic 1 Conduits ,see "ROAD PLANS"— 0 NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 5 Q 18 T L #8 @6 Co NU "a" bars Woven tape fabric Filter fabric 3" Ramp Metering Conduit and 1112" Lighting Conduit in Abut 2 Approach Slab, see "ELECTRICAL PLANS" SECTION A -A 3/4"=1 '-0.. 2'/4 " x '/4 " x 21/4 with 1" 0 hole 3/4" 0 rod @ 24, with nut and threaded ends.Rod to be encased in 1" 0 x 2'-4" PVC conduit 8" clear, other depths See Note 1 must be approved -------------- - -- by the Engineer I- _1 30° Drill and bond 1'-0" into existing See Note 2 #4 Tot 4 MIMS SECTION B -B 3/4"=1 -0" See "Road Plans" - FG 3" Plastic Pipe (Slotted), see Note 8 2" cir v IST COUNTY I ROUTE I TOTAL PROJECT NO SHEET 18 SEI 10 1 14.8/15.5 520 566 (7 Ste.- 11/12/10 Q..FEssloti REGISTERED CIVIL ENGINEER DATE �o 41 .e Fy o Pete B. Smith 1/6/11 Z _ PLANS APPROVAL DATE a No. C60122 DA e State of Californio or its officers or agents .4 Exp. CIVIL al/ not be responsible for the accuracy or s mpleteness of electronic copies of this plan sheet. r Tf OF CA If SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 3/4" malleable 11/2" x 31/2"continuous iron or steel recessed key 1'-3" coupling nut "b" bars min. lCI 3/4" 0 rod x 1 '-0" Q 12. Thread one end 6 "a" bars 6' 3" STAGE 1 STAGE 2 STAGE 1 STAGE 2 SECTION C -C 3/4"=1 -0" v� 21/2" c I r I Lul �Pol st rl 2" clr Y Y ene i around anchor assembly Limit of 3'-0" excavation for max constuctIng paving notch --- - extension TIE DETAIL 3/4' =1 -0.. 2'/2' I 1 4 #5 bar BAR CHAIR DETAIL 1 1/2.'=1 '-0" Drill and bond 1112" x 31/2" continuous Drill and bond #5 x 1'-9" 12 recessed key #5 x 1 -'9" CA 12 into 6" deep hole::� into 6" deep hole Y 300 6„ � 300 EXISTING STRUCTURE STAGE 1 STAGE 2 APPROACH NEW CONST. LONGITUDINAL CONSTRUCTION JOINT ALTERNATIVES NOTES: 3/4"=1 '-0" 1. For details not shown or noted, see Structure Plans. Adjust bar reinforcement to clear a sawcut for sealed joint, when required. 2. Space to avoid existing prestress anchorages and main reinforcement. 3. Longitudinal construction joints, when permitted by the Engineer, shall be located on lane lines. 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. See "RETAINING WALL" plans. 8. See "STRUCTURE APPROACH TYPE N(30D)" sheet for drainage details. 9. Indicates Limits of Payment for Prepare and Stain Concrete. DESIGN ev P. Smith `"E`David Ling PREPARED FOR THE BRI C I T R U S AVENUE OVERHEAD (WIDEN) DESIGN OVERSIGHT C"ECFEO DETAILS eaTT STATE OF CALIFORNIA Brett Makley 5400064 1. Martin Pete Smith PROJECTENGINEER 1 POST MILES 1 II OUANTITIES " CaroIino DEPARTMENT OF TRANSPORTATION 15.2 STRUCTURE APPROACH TYPE R(30D SIGN OFF DATE Lopez -Toro Yihon Wan a DESIGN DETAIL SHEET (ENGLISH) (REV.]/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION GATE$ I -ETI OF FOR REDUCED PLANS 0 I 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 11/12/10 05 10 07 /i 18 1 22 j FILE => sREOUEST BENCHMARKS: Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD-88 (NGS NAVD88) Pt. 1026 N: 1846460.090 E: 6727117.050 Elevation: 1098.203 SET MAG NL & FLASH NB CITRUS 400'± S' LY OF RAILS Pt. 1076 N: 1847146.214 E: 6717897.129 Elevation: 1118.852 FD CHIS ' IN WALK/BCR SE COR CITRUS AND EB ON-RAMP Pt. 5003 N: 1846901.873 E: 6726986.553 Elevation: 1085.900 , SET REBAR W/ 'AECP LS 4430" PLUG 30'± STY OF RAILS, 100 '+- W' LY OF CITRUS Pt. 5004 N: 1846909.878 E: 6727206.247 Elevation: 1086.009 SET REBAR W/ "AECP LS 4430" PLUG 30'± S' LY OF RAILS, 100'* E' LY OF CITRUS NOTES: (1) This LOTB sheet (Boring Record) was prepared in accordance with the Caltrans Soil and Rock Logging, Classification and Presentation Manual (June 2007). (2) 2.4" samples were token using a Modified California 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 blowcounts to Standard Penetration Test (SPT) blowcounts is 0.5. +1120— 20+1110+1100C A-09-008 "1-10 Imp" Line +1110— Q + m a A-09-007 54C V0064 V) � L +1100— I\ rL EI. +1118.70 Sto 50+00.00 Z Citrus ove = 8 C+I 2 Sto 801+49,87 "I-10 L V +1090- dense, Imp" Line - EI. +1083.50 ft To Walnut Ridge 1.4 1 48+00 nonplastic, weak cementation +1080 50+00 IO A-09-007 z 51 2.4 1 OM PA50/6 0 1 OF 4 II a F__ 14511.41 2 UNIT: 2232 +1070 nonplastic, weak cementation w Li 55 2.4 3 OM UW DS becomes very dense, olive -gray, trace fine 12611.41 N REF/6 1.4 4 +1060 OM Poorly graded SAND with SILT and GRAVEL (SP -Sm): F5o/612.41 4 50/6 2.4 5 dense, olive -gray, moist, little fine GRAVEL, 50/6 1.4 6 +1050 31 1.4 5 (9@8 nonplostic, weak cementation Bulk1 6 SILTY SAND with GRAVEL ISM): dense, olive -brown, 20 1,4 8 +1040— moist 33 % coarse to fine GRAVEL, 52% coarse to fine SAND, 15% fines, 79 +1030 +1020 A-09-006 Poorly groded SAND with SILT (SP -SM): loose, olive brown dry, few fine GRAVEL, mostly coarse to fine SANb, few fines, nonplastic, weak UW PA DS CRl cementation dense, 13% fine GRAVEL, 79% coarse to fine SAND, 8% fines Poorly graded SAND with SILT and GRAVEL (SP -SM): verydense, olive -gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, few fines, nonplastic, weak cementation No Recovery 28% fine GRAVEL, 64% coarse to fine SAND, 8% fines SILTY SAND (SM): medium dense a olive -brown, moist, medium to fine SAND, little fines, nonplastic weak cementation, with SANDY SILT A layer, PP>d.5 tsf --trace CLAY becomes dense Terminated at EI. 1032 ft Drilled on 10/7/2009 Hammer Energy Ratio Vi -75%) Groundwater not Encountered During Drilling 45+00 46+00 A-09-006 Z Citrus Ave To Declezville 4 M A-09-008 "1-10 Imp" Line � C Q + m a A-09-007 54C V0064 V) � L 1(2 I\ rL EI. +1118.70 Sto 50+00.00 Z Citrus ove = 8 Abut 1 IrL Abut 2 Sto 801+49,87 "I-10 Poorly graded SAND with SILT (SP -SM): loose to very dense, Imp" Line UW olive -brown dry, few fine GRAVEL, mostly coarse to fine SANb, few fines, To Walnut Ridge 1.4 1 48+00 nonplastic, weak cementation 49+00 50+00 IO A-09-007 PROJECT PROJECT ENGINEER 2.4 2 OM PA50/6 SILTY SAND (SM): dense, olive, moist, 5% fine 1 OF 4 II a SIGN OFF DATE GRAVEL, 63% coarse to fine SAND, 32% fines, UNIT: 2232 Do nonplastic, weak cementation SHEET OF 0 OM UW DS becomes very dense, olive -gray, trace fine 12611.41 N 1%@ A 1k1 M DRAWN By J. Fang � C Q + m a A-09-007 54C V0064 V) � L N (WIDEN).- EI. +1118.70 ft 8 3 As halt Concrete FIELD INVESTIGATION B- OF CALIFORNIA S. Pirathiviroj Poorly graded SAND with SILT (SP -SM): loose to very dense, UW olive -brown dry, few fine GRAVEL, mostly coarse to fine SANb, few fines, 33 1.4 1 nonplastic, weak cementation CHECKED By L. Cheong DATE: 09/14/09 to 10/07/09 DEPARTMENT OF TRANSPORTATION PROJECT PROJECT ENGINEER 2.4 2 OM PA50/6 SILTY SAND (SM): dense, olive, moist, 5% fine 1 OF 4 II a SIGN OFF DATE GRAVEL, 63% coarse to fine SAND, 32% fines, UNIT: 2232 DISREGARD PRINTS BEARING nonplastic, weak cementation SHEET OF 0, 0,OGS OM UW DS becomes very dense, olive -gray, trace fine 12611.41 3 GRAVEL, mostly coarse to fine SAND, little fines OM Poorly graded SAND with SILT and GRAVEL (SP -Sm): F5o/612.41 4 dense, olive -gray, moist, little fine GRAVEL, mostly coarse to fine SAND, few fines, 31 1.4 5 (9@8 nonplostic, weak cementation Bulk1 6 SILTY SAND with GRAVEL ISM): dense, olive -brown, M moist 33 % coarse to fine GRAVEL, 52% coarse to fine SAND, 15% fines, 79 2.4 7 MUW nonplastic, weak cementation 75 1 4 8 M Poorly graded SAND with GRAVEL (SP): dense, gray, I REF/5 2.4 9 M UW dry little fine GRAVEL, mostly coarse to fine trace fines, 67 1.4 10 LSANb, nonplastic, weak cementation REF/5 2.4 11 M becomes very dense O UW 50/6 1.4 12 N A - 09 - 008 8 8 As halt Concrete 2.5" Base SILTY SAND (SM): loose to dense olive, moist, few fine 0 GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation `mJUWDS becomes very dense COUNTY I ROUTE ITOTAL PROJECT I " No SHEET SBd 1 10 1 14.8/15.5 1 5211 566 REGISTERED CIVIL ENGINEER DATE �o eaOFEss/oN4( W`moi ti 5. PIRATHI VIRAJ 1/6/11 u m No. C71662 a PLANS APPROVAL DATE 12/31/11 The Stote of Coliforn ioor its officers or ogents Exp, sholl not be responsible for the occurocy or slq C1 VI L \P completeness of sconne0 copies of this pion sheet. rF of CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B becomes dense, 10% fine GRAVEL, 49% coarse to fine SAND, 41% fines becomes very dense, few fine GRAVEL, mostly coarse to fine SAND, little fines becomes dense Poorly groded SAND with SILT and GRAVEL (SP -SM): 1 dense, olive brown, dry 187 fine GRAVEL, 76% coarse to fine SANb, 6% fines, nonplastic, weak cementation Poorly graded SAND with GRAVEL (SP): very dense, gray, dry, little coarse to fine GRAVEL, mostly coarse to fine SAND, trace fines, nonplastic, weak cementation Poorly groded GRAVEL with SAND (GP): very dense, gray, dry, mostly coarse to fine GRAVEL, little s; coarse to fine SAND, trace fines, nonplastic, SILT with SAND (ML): very stiff, 11 ht olive REF/3 2.4 13 d': OM UW weak cementation brown, moist, 227 medium to fine SAND, 78% fines, low plasticity Terminated at EI. 1058.4 ft becomes hard, PP=4.25 tsf Drilled on 9/15/2009 Hammer Energy Ratio (ERi=75%) SILTY SAND ISM): medium dense, olive moist, few Groundwater not Encountered During Drilling fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weak cementation \—becomes dense SANDY SILT (ML): hard, olive, moist, little PROFILE medium to fine SAND, low plasticity VERTICAL 1" = 10" Terminated at EI. 1036.2 ft Drilled on 9/14/2009 Hammer Energy Ratio Vi -75%) Groundwater not Encountered During Drilling 47+00 Stationing along "Citrus" Line 48+00 49+00 HORIZONTAL 1" = 20' 50+00 +1120 +1110 +1100 +1090 +1070 +1060 +1050 +1040 +1030 +1020 0 z R. Zezoff DRAWN By J. Fang R. Jie PREPARED FOR THE 54C V0064 C I T R US AVENUE OVERHEAD (WIDEN).- FIELD INVESTIGATION B- OF CALIFORNIA S. Pirathiviroj DESIGN OVERSIGHT CHECKED By L. Cheong DATE: 09/14/09 to 10/07/09 DEPARTMENT OF TRANSPORTATION PROJECT PROJECT ENGINEER POST MILES 15,2 L O G OF TEST BORINGS 1 OF 4 II a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING PEVIS101 0<TES SHEET OF 0, 0,OGS 03 10 OS t0 i/ II /12/10 19 1 22 CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES FILE => $REGUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) CEMENTATION Description Criteria Weak Crumbles or breaks with handling or A little finger pressure. Moderate Crumbles or breaks with considerable Rotary dri I led boring finger pressure. Strong Will not crumble or break with finger OR pressure. BOREHOLE IDENTIFICATION Symbol Type Description sl:e A Auger Boring sl:e R Rotary dri I led boring Strength (tsf) P Rotary percussion boring (air) OR < 0.25 Rotary drilled diamond core < 0.12 Easily penetrated several inches HD Hand driven (1 -inch soil tube) The thread cannot be rerolled after reaching the plastic limit. The lump crumbles HA Hand Auger when drier than the plastic limit. D Dynamic Cone Penetration Boring ® CPT Cone Penetration Test (ASTM D 5778-95) 0.12 to 0.25 by thumb 0 Other Note: Size in inches. C O C) 0 o Hole I.D. Top Hole EI. Casing driven 3 Description of material Size of Sampler (inches) 16 1.4 M uw uu Field & Lab Tests SPT N -Value GINSE� l (per ASTM 1586-99), Date measured P = push sample, '`- Material change or as noted Estimated material change Soil/Rock boundary Boring Date Terminated at Elev Hammer Energy Ratio (ERI) = ROTARY BORING CONSISTENCY OF COHESIVE SOILS PLASTICITY OF FINE-GRAINED SOILS Unconfined Pocket Criteria Description Compressive Penetrometer Torvane Measurement (tsf) Field Approximation Low Strength (tsf) Measurement (tsf) Top Hole Very Soft < 0.25 < 0.25 < 0.12 Easily penetrated several inches limit. Medium The thread cannot be rerolled after reaching the plastic limit. The lump crumbles by fist element (34.88 int when drier than the plastic limit. Driving rate in Easily penetrated several inches Soft 0.25 to 0.50 0.25 to 0.50 0.12 to 0.25 by thumb Medium Stiff 0.50 to 1.0 0.50 to 1.0 0.25 to 0.50 Penetrated several inches by on tip element. w a MB 156 percussion thumb with moderate effort UNIT: 2232 DISREGARD PRINTS BEARING hammer and a 2.2" 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 6 4 2 10 20 30 Indented by thumbnail with Hard > 4.0 > 4.0 > 2 0 difficulty C: O t 0 ° Hole I.D. Top Hole EI. 1 Blows per 12" 30 Ground water (Using 28 Ib hand surface hammer with a 12" GWS Elev. drop or as noted) P Dote measured Description of Pulled Pipe -77 materials 60 p (S) Sample 500 (S)� taken Refusal 10 Boring Date Terminated at Elev HAND BORING COUNTY I ROUTE ITOTAL PROJECT I I SHEET SBd 1 10 1 14.8/15.5 1 5221 566 REGISTERED CIVIL ENGINEER DATE �o eaOFEsslo y4( W`moi ti 5. PIRATHI VIRAJ 1/6/11 u m PLANS APPROVAL DATE No. C71662 a Exp. 12/31/11 The stote of Colifornio or its officers or agents sholl not be responsible for the occurocyor si4 CIVI L \P coleteness of sconne0 copies of this pion sheet. lF mpOF CALIFORN SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B PLASTICITY OF FINE-GRAINED SOILS c O Description Criteria t o Nonplastic A 1/8 -inch thread cannot be rolled at any water content. ( WIDEN) Low The thread can barely be rolled and the lump cannot be formed when drier than the Top Hole plastic limit. S. Pirathiviroj The thread is easy to roll and not much time is required to reach the plastic limit. Medium The thread cannot be rerolled after reaching the plastic limit. The lump crumbles a Dote measured element (34.88 int when drier than the plastic limit. Driving rate in 6O It takes considerable time rolling and kneading to reach the plastic limit. The thread High can be rerolled several times after reaching the plastic limit. The lump can be formed POST MILES 15.2 without crumbling when drier than the plastic limit. 56 C: O t 0 ° Hole I.D. Top Hole EI. 1 Blows per 12" 30 Ground water (Using 28 Ib hand surface hammer with a 12" GWS Elev. drop or as noted) P Dote measured Description of Pulled Pipe -77 materials 60 p (S) Sample 500 (S)� taken Refusal 10 Boring Date Terminated at Elev HAND BORING COUNTY I ROUTE ITOTAL PROJECT I I SHEET SBd 1 10 1 14.8/15.5 1 5221 566 REGISTERED CIVIL ENGINEER DATE �o eaOFEsslo y4( W`moi ti 5. PIRATHI VIRAJ 1/6/11 u m PLANS APPROVAL DATE No. C71662 a Exp. 12/31/11 The stote of Colifornio or its officers or agents sholl not be responsible for the occurocyor si4 CIVI L \P coleteness of sconne0 copies of this pion sheet. lF mpOF CALIFORN SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B DYNAMIC CONE PENETRATION BORING CONE PENETRATION TEST (CPT) SOUNDING R. Zezoff C O c O PREPARED FOR THE R. Jie t o C I T R U S AVENUE Hole I.D. ( WIDEN) Hole I.D. Top Hole El. Top Hole EI. S. Pirathiviroj NC No Count recorded,2 GWS Elev. Pressure measured along sleeve friction Pushed a Dote measured element (34.88 int Pressure measured Driving rate in 6O area) divided by on tip element (2.33 int area) seconds per 12" 37 pressure measured POST MILES 15.2 (using a Stanley 56 on tip element. w a MB 156 percussion 91 58 UNIT: 2232 DISREGARD PRINTS BEARING hammer and a 2.2" 65 SHEET OF z cone, or as noted) 43 20 22 OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 I Z 7 PROJECT NUMBER $ PHASE: 08000007451 EARLIER REVISION DATES 1n 113 180 09 15 6 4 2 10 20 30 100 2 0 Friction Ratio (%) Tip Bearing (MPo) Boring Date Boring Date DYNAMIC CONE PENETRATION BORING CONE PENETRATION TEST (CPT) SOUNDING R. Zezoff DRAWN By J. Fan g PREPARED FOR THE R. Jie 54C-0064 C I T R U S AVENUE OVERHEAD ( WIDEN) FIELD INVESTIGATION By STATE OF CALIFORNIA S. Pirathiviroj DESIGN OVERSIGHT CHECKED R. L. Cheon g DATE: 09/14/09 to 10/0709 DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES 15.2 c L O G O■ TEST B O R 1 N G S 2 O F 4 w a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING PEVIS101 DGTES SHEET OF z 0} t0 OS t0 i/ II/12/IO 20 22 OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 I Z 7 PROJECT NUMBER $ PHASE: 08000007451 EARLIER REVISION DATES 1n FILE => $REOUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 No SHEET REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) DIST COUNTY ROUTE TOTAL PROJECT08 1 SBd 1 10 1 14.8/15.5 1 5231 566 GROUP SYMBOLS AND NAMES Graphic/Symbol Group Names Graphic/Symbol Group Names ® ®Well 5 - 10 -graded GRAVEL 0 Dense Lean CLAY Very Dense GW Sand Coarse No. 10 to No. 4 Lean CLAY with SAND ® 0 . Fine Well -graded GRAVEL with SAND L. Cheang DATE: 09/14/09 to 10/07/09 DEPARTMENT OF TRANSPORTATION Lean CLAY with GRAVEL POST MILES 15.2 L OG 0 IF TEST BORINGS II 3 OF 4 a CL SANDY lean CLAY SANDY lean CLAY with GRAVEL 0o Oo DISREGARD PRINTS BEARING Poorly graded GRAVEL 0 0 0° GP OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES GRAVELLY lean CLAY o 21 1 22 F H F => TRFOIIF ST GRAVELLY lean CLAY with SAND ® Well -graded GRAVEL with SILT SILTY CLAY GW -GM SILTY CLAY with SAND ® Well -graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL CL -ML SANDY SILTY CLAY ® Well -graded GRAVEL with CLAY (or SILTY CLAY) SANDY SILTY CLAY with GRAVEL ® GW -GC Well-qraded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY (or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND 0o Poorly graded GRAVEL with SILT SILT o14 GP -GM SILT with SAND o Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL 0 ML SANDY SILT o 00 0 Poorly graded GRAVEL with CLAY (or SILTY CLAY) SANDY SILT with GRAVEL o GP -GC SAND((orrrSIILTdYGCLAYLandtSAND)Y and GRAVELLY SILT o °° GRAVELLY SILT with SAND C, 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 a CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC X/' GRAVELLY ORGANIC lean CLAY 11, oa CLAYEY GRAVEL with SAND I GRAVELLY ORGANIC lean CLAY with SAND SILTY, CLAYEY GRAVEL ORGANIC SILT R000 GC -GM ORGANIC SILT with SAND SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° Well -graded SAND SANDY ORGANIC SILT with GRAVEL SW GRAVELLY ORGANIC SILT °. Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND Poorly graded SAND Fat CLAY SP Ox Fat CLAY with SAND Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY Well -graded SAND with SILT SANDY fat CLAY with GRAVEL SW -SM GRAVELLY fat CLAY Well -graded SAND with SILT and GRAVEL GRAVELLY fat CLAY with SAND Well -graded SAND with CLAY Elastic SILT SW -SC (or SILTY CLAY) Elastic SILT with SAND Well -graded SAND with CLAY and GRAVEL (or SILTY CLAY and GRAVEL) MH Elastic SILT with GRAVEL SANDY elastic SILT Poorly graded SAND with SILT SANDY elastic SILT with GRAVEL SP -SM GRAVELLY elastic SILT Poorly SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND gggraded PoYoded SAND with CLAY Poor SlLT ORGANIC fat CLAY SP -SC ORGANIC fat CLAY with SAND Poorly graded SAND with CLAY and GRAVEL Ior SILTY CLAY and GRAVEL) OH ORGANIC fat CLAY with GRAVEL 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 SANDY ORGANIC SOIL with GRAVEL Q. COBBLES �. COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND FIELD AND LABORATORY TESTING OC Consolidation (ASTM D 2435) CL Collapse Potential (ASTM D 5333) CP Compaction Curve (CTM 216) CR Corrosivity Testing (CTM 643, CTM 422, CTM 41 7) CU Consolidated Undrained Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) OM Moisture Content (ASTM D 2216) OC Organic Content-% (ASTM D 2974) Op Permeability (CTM 220) PA Particle 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 OR R -Value (CTM 301) SE Sand Equivalent (CTM 217) SG Specific Gravity (AASHTO T 100) SL Shrinkage Limit (ASTM D 427) SW Swell Potential (ASTM D 4546) TV Pocket Torvane Unconfined Compression -Soil UC (ASTM D 2166) Unconfined Compression -Rock (ASTM D 2938) UU Unconsolidated Undrained Triaxial (ASTM D 2850) UW Unit Weight (ASTM D 4767) VS Vane Shear (AASHTO T 223) REGISTERED CIVIL' ENGINEER DATE 1/6/11 PLANS APPROVAL DATE Stote of Coliforn ioor its officers or agents 7/l not be respons ihle for the oCCurocy Or ?pleteness of sconne0 copies of this Dlon sheet SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 oFEsstoro4, W`moi S. PIRATHIVIRAJ u m C71662 a Exp. 12/31/11 �St4 CIVIL \P >3 lF OF CALIF EARTH MECHANICS, INC. 17800 NEWHOPE STREET. SUITE B APPARENT DENSITY OF COHESIONLESS SOILS Description SPT N 60 (Blows / 12 inches) Very loose 0 - 4 Loose 5 - 10 Medium Dense 11 - 30 Dense 31 - 50 Very Dense > 50 MOISTURE Description Criteria Dry Absence of moisture, dusty, dry to the touch Moist Damp but no visible water Wet Visible free water, usually soil is below water table PERCENT OR PROPORTION OF SOILS Description Criteria Trace Particles are present but estimated to be less than 5% Few 5 to 10% Little 15 to 25% Some 30 to 45% Mostly 50 to 100% PARTICLE SIZE Description Size Boulder > 12'' Cobble 3'' to 12'' Grovel 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 R. Zezoff DRAWN By J. Fang PREPARED FOR THE R. Jie S. Pirathiviroj 54C-0064 C I T R US AVENUE OVERHEAD (WIDEN)9 DESIGN OVERIGHT FIELD INVESTIGATION By STATE OF CALIFORNIA CHECKED By L. Cheang DATE: 09/14/09 to 10/07/09 DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES 15.2 L OG 0 IF TEST BORINGS II 3 OF 4 a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING PEVIS101 0<TES SHEET OF z X OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES 03 10 OS t0 i/ II /12/IO 21 1 22 F H F => TRFOIIF ST CONTRACT NO_: OR-4F,A104 PRO.IFCT In: 0A0000n745 D j I As such! rhe State of California registration seal with signature, license water al10 registrar ion certificate expiration date confin !hot this is a true Ono accurate Copy of the original document. This drawing is ovoiloble and presented only for the Convenience Of dry bidder, contractor or other interested party. W COUNTY -- .. TDtaI Sneers 08 SBO 10 14.8/15.5 524 566 �j q` �(7'"I 07/23/10 W CITRUS AVENUE OVERHEAD (WIDEN) _. HDTE: A COPY OF THIS LOG Of TEST EONINGSS — C U: 08224 BRIDGE No. AVAILABLE AT OFFICE Of STRuCTI/E "INTENNCE NOINVESTIGATIaK, SACRAWNTO, CALIFaIRI. EA.46 468101 SAC -0064 I SPn df . __"....' ' I �'10'70.+__.—__-:.. ' I 1090 � A.rrA I A-lit..rr !'eispJny A -SG !' 6rrrrr Alsy t �err.Ar Aw- /080 -,..... ' i I IY 4M i � gig - - -- --T - /06,0- Z 44 4 I Yiry Grn a MONiJ�, 6riy, C'aJ si Sino; » �o . Sr. vrl, � C.IMrr �•A.a.rr1 .r - Tis , I I I i .gas 1044 j ' I AS L� PLANS Contract No.��� Date Comp�eted_�-- Oo�B G Docurnent No' J� � I I I Awie, err O o.vn y, Fiwr rr Mrdv .� , rsreP ,rq ✓crpr o�nLrlr, I Nt/ silly, Peri!y i M�ssn'd, Ora Yilr< I I I I Np Grloutld liL�'atdrt" �'ncounfrrrro! t C/TkU.Y AVE. i— DIVISION OF ENGINEERING SERVICES - GEOTECHNICAL SERVICES As-Bui It Log of rest Borings si Eeel is consiaerea an informal iomi aoclmellt only. As such! rhe State of California registration seal with signature, license water al10 registrar ion certificate expiration date confin !hot this is a true Ono accurate Copy of the original document. This drawing is ovoiloble and presented only for the Convenience Of dry bidder, contractor or other interested party. DIST. COUNTY RW TE KILOIEIER POST -TOTAL PROJECT I SnQ°r NO. TDtaI Sneers 08 SBO 10 14.8/15.5 524 566 �j q` �(7'"I 07/23/10 REGISTERED CIVIL ENGINEER DATE CITRUS AVENUE OVERHEAD (WIDEN) LOG OF TEST BORINGS 4 OF 4' HDTE: A COPY OF THIS LOG Of TEST EONINGSS — C U: 08224 BRIDGE No. AVAILABLE AT OFFICE Of STRuCTI/E "INTENNCE NOINVESTIGATIaK, SACRAWNTO, CALIFaIRI. EA.46 468101 SAC -0064 .. V I ♦f I.fI Jl 'FT 10.40 1 To -BANy901.$TANWWp03011-SIZELIM114 LzmNo Or EART14 MAYEfwuS L E v-- F es D co F D o R 1 N n 0 p a m A T f m w4 s, NOTES ® PLAN DF Awr R c TM eonh--hW. WhH tkxl 4 di«M 1. S.c4o.. 2. Arfkla (c) of th. Slanda,d Sp. ifi-fl nr DTAcaw amownNa TIIE ILWS PDR EsnAUTq ® SILTY CLAY OR .& DnJ fa N- 31wiml pimiTlom occomporrytap ihF ,rt oi,!.v of Ef111DE alr:E DIST/IpuT1am UND IN ORTER- GRAVEL CLAYRY 51LT PE1K111DIA!TKR I-.. ClnNM_t6D of wrlh met ria? -,Fawn an this d,.--�: k oo..d , A.ld In R mPly m.A.nl,.l o,wlyN.. 4�^ .penton and i. . NINNRAVE of CLASS NANES_ CpIR D[ITEIwwONlti� To Nolo El. B -N+ Too Hobrot m F' con.trusd tD i1F GRAVEL U FRr3F.N7 IN APPR[CIATN.E P[AT •tAMOONTS TRE TERMwGRAVLLLLYr MAYSAND 6RfAANIC MATT®3ATAPl=R wRIMs (BRY) rr.4.. (S.li p d'1WnSBE ADDED TO THE CLASS NAME, VIi, RDTAIRY EOR1N� (veer) (.1 .A, a//f 'f wriN(yeu 17) Ab�r •OtGVELLY SAND TH[ TERMS SILT FILL MATERIAL n...,,..eHfid,!�-�•CDARAR111MUM' ANO'FINE 'lahAuo[R 15gRlw DRV O. I f. 194% ham WHEN LIED TO DIEScRIRE SAND, CMV IGNEOUS ROCK ±� C ' t N�,p'N.1 s•f• " Ali-/wnrr,.r Pl vvCII12USVENUEI^r•SILT AKO RRAY[L RATTER TO .1[7 /OR1NG Ar.lNdrwAm, `.[F Arm.bk n..A rgoI.1 V 1 V STANDARD GRADE [ISR SANDY CLAY OR LIMITS CLAYRY SAND SEDIMENTARY ROCK C?) (,"GRE soma Shwww rfr. A.•,eraye akn ...o SI °70 a SANpY SILT OR r__ ghPFbwiny �y2RU / Unean. :rp+rbef rrN/r+il r/.rngo Mia Pu%nftA'/.q IFF) �•'"�-s' �.�.,.r. .. r,.. i p.E�IS� 1 BOG (]F TFS7.'�4...RINGS mP7i SILTr $AND MOETAIAWLI1RC RACK I I Tim /IT o n.r..F....:. Flori z, r"•!o' ✓4-19y L_-/ I $OIL TIJce PENETRATION BORING SCALE VeH. I"•10' BRIDGEa4C •r4 FILC DRAwIHa C-5374-10 1 •.«./ _` LPREL DHAWINUNU. Y -,,3-37y I •�-fir ...._ _. ._ .. . I - �. _.,-....r...rn.,-. _....-"-__-. _...._._...,_._-__,..__.._.___. _... -_. ... .. .. ___. gym,;,,,,«w,....,,T=....•-m+�Nr�mama.._�triai,..�.e.._._L__--'---'-- ". r.Y I HEREBY 1,.RTTFY THAT THIS IS A TRITE AND ACCURATE COPY OF THE ARM,, DOCUMENT TARLN UNDER MY DIRECTION AND CONTROL ON THIS- DATE IN SACRAMENTO, CAIIFORNIA PURSUANT TO AUTHORIZATI0N BY THE DIRECTO' PUBj 1110.lldT'E,� - � � �9IONATURIS \. I I 1.1 � TITLE f. I•• 1.l ,A. '.: ..1 ,.-�. � I i. •�l'. X2222 ESSIO,y Y,of o qc AS BU1�.T , c� �yc S. PIRATHIVIRAJ _Z NO CORRECTIONS BY -40--L— o. 071661 A CONTRACT NO_a SVGIC tl xp.12/31/11 - - TTo CIVIL �a\p TF OF.. CAL 1F�' I SPn df . __"....' ' I �'10'70.+__.—__-:.. ' I A -SG !' 2: e-Kiw: nueiiue rs.kd. n•i/ ion,`' .. V I ♦f I.fI Jl 'FT 10.40 1 To -BANy901.$TANWWp03011-SIZELIM114 LzmNo Or EART14 MAYEfwuS L E v-- F es D co F D o R 1 N n 0 p a m A T f m w4 s, NOTES ® PLAN DF Awr R c TM eonh--hW. WhH tkxl 4 di«M 1. S.c4o.. 2. Arfkla (c) of th. Slanda,d Sp. ifi-fl nr DTAcaw amownNa TIIE ILWS PDR EsnAUTq ® SILTY CLAY OR .& DnJ fa N- 31wiml pimiTlom occomporrytap ihF ,rt oi,!.v of Ef111DE alr:E DIST/IpuT1am UND IN ORTER- GRAVEL CLAYRY 51LT PE1K111DIA!TKR I-.. ClnNM_t6D of wrlh met ria? -,Fawn an this d,.--�: k oo..d , A.ld In R mPly m.A.nl,.l o,wlyN.. 4�^ .penton and i. . NINNRAVE of CLASS NANES_ CpIR D[ITEIwwONlti� To Nolo El. B -N+ Too Hobrot m F' con.trusd tD i1F GRAVEL U FRr3F.N7 IN APPR[CIATN.E P[AT •tAMOONTS TRE TERMwGRAVLLLLYr MAYSAND 6RfAANIC MATT®3ATAPl=R wRIMs (BRY) rr.4.. (S.li p d'1WnSBE ADDED TO THE CLASS NAME, VIi, RDTAIRY EOR1N� (veer) (.1 .A, a//f 'f wriN(yeu 17) Ab�r •OtGVELLY SAND TH[ TERMS SILT FILL MATERIAL n...,,..eHfid,!�-�•CDARAR111MUM' ANO'FINE 'lahAuo[R 15gRlw DRV O. I f. 194% ham WHEN LIED TO DIEScRIRE SAND, CMV IGNEOUS ROCK ±� C ' t N�,p'N.1 s•f• " Ali-/wnrr,.r Pl vvCII12USVENUEI^r•SILT AKO RRAY[L RATTER TO .1[7 /OR1NG Ar.lNdrwAm, `.[F Arm.bk n..A rgoI.1 V 1 V STANDARD GRADE [ISR SANDY CLAY OR LIMITS CLAYRY SAND SEDIMENTARY ROCK C?) (,"GRE soma Shwww rfr. A.•,eraye akn ...o SI °70 a SANpY SILT OR r__ ghPFbwiny �y2RU / Unean. :rp+rbef rrN/r+il r/.rngo Mia Pu%nftA'/.q IFF) �•'"�-s' �.�.,.r. .. r,.. i p.E�IS� 1 BOG (]F TFS7.'�4...RINGS mP7i SILTr $AND MOETAIAWLI1RC RACK I I Tim /IT o n.r..F....:. Flori z, r"•!o' ✓4-19y L_-/ I $OIL TIJce PENETRATION BORING SCALE VeH. I"•10' BRIDGEa4C •r4 FILC DRAwIHa C-5374-10 1 •.«./ _` LPREL DHAWINUNU. Y -,,3-37y I •�-fir ...._ _. ._ .. . I - �. _.,-....r...rn.,-. _....-"-__-. _...._._...,_._-__,..__.._.___. _... -_. ... .. .. ___. gym,;,,,,«w,....,,T=....•-m+�Nr�mama.._�triai,..�.e.._._L__--'---'-- ". r.Y I HEREBY 1,.RTTFY THAT THIS IS A TRITE AND ACCURATE COPY OF THE ARM,, DOCUMENT TARLN UNDER MY DIRECTION AND CONTROL ON THIS- DATE IN SACRAMENTO, CAIIFORNIA PURSUANT TO AUTHORIZATI0N BY THE DIRECTO' PUBj 1110.lldT'E,� - � � �9IONATURIS \. I I 1.1 � TITLE f. I•• 1.l ,A. '.: ..1 ,.-�. � I i. •�l'. 1 12 8'- 2'/4 " ± Measured along "RW790" LOL 432'-0" (TYPE 1 226'-21/4"± (TYPE 1 MOD) Begin Wall to 19 Top of Wall o 0 N Approx OG and FG along c Datum Elev 1060.00 1 1 1 1 "RW790" LOL- IJ L 10+00 11+00 12+00 13+00 14+00 15+00 a STANDARD PLANS (DATED MAY 2006) DEVELOPED ELEVATION 1"=30'-0" 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 BO -3 BRIDGE DETAILS B3-1 RETAINING WALL TYPE 1 H=4'THROUGH 30' B3-8 RETAINING WALL DETAILS NO. 1 CURVE DATA B11-52 CHAIN LINK RAILING TYPE 7 B11-54 CONCRETE BARRIER TYPE 26 B11-56 CONCRETE BARRIER TYPE 736 PLAN SYMBOLS - Section Identification STANDARD PLAN SHEET NO. DETAIL NO. 'C14" Line No. R I p I T L 1O 8500.00 1 03018'31" 245.49 490.85 DISTI COUNTY I ROUTE ITOTAL PROJECT 1 NO SHEETS 08 SBd 10 1 14.8/15.5 525 1 566 LEGEND D 1 1 /1 2/10 QROFESS/ON -r----Y-----I- E RE 1ST RED CIVIL ENGINEER DATE o a� _.._.._.._..,_ - Existing Track .e Fy Brett NOk ley - Proposed Track 1/6/11 N°. C66397 PLANS APPROVAL DATE F -_1 - Exp _ - Future Track The State of Californio or its officers or ogents i< CIVIL F shall not be responsible for the accuracy or Sq Completeness of electronic copies of this plan sheet. I Ae OF CALIFOR�p ---------- - UPRR R/W INDEX TO RETAINING WALL PLANS SHEET N0. TITLE B0-3 backf i I I 1. GENERAL PLAN N0. 1 Retaining Wall - C 2. GENERAL PLAN NO. 2 m 3. RETAINING WALL PLAN NO. 1 4. RETAINING WALL PLAN NO. 2 0 5. RETAINING WALL PLAN NO. 3 6. RETAINING WALL PLAN NO. 4 7. RETAINING WALL PLAN NO. 5 8. RETAINING WALL PLAN NO. 6 9. RETAINING WALL PLAN NO. 7 10. RETAINING WALL PLAN NO. 8 11. MISCELLANEOUS DETAILS Sto 14+32.00 to 16+58.19± "RW790" LOL 12. PANEL DETAILS NO. 1 13. PANEL DETAILS NO. 2 14. MECHANICALLY STABILIZED EMBANKMENT DETAIL N0. 1 15. MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 2 16. MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3 17. MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 4 18. MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 6 19. LOG OF TEST BORINGS NO. 1 OF 4 SPECIFICATIONS R" Jim Rucker 20. LOG OF TEST BORINGS NO. 2 OF 4 15.2 21. LOG OF TEST BORINGS NO. 3 OF 4 SIGN OFF DATE 22. LOG OF TEST BORINGS NO. 4 OF 4 ORIGINAL SCALE IN INCHES End Type 1 wall and begin Type 1 Mod wall Sta 14+32.00 "RW790" LOL= Sto 793+80.78 "C14" Line 31.37 Rt 1 791+00 793+00 794+00 N87044'42E 790+00 792+00 Ln 0 0 UPRR R/W 1q+00 15+00 to 10+00 S88°45'04"E 11+00 12+00 13+00 N880 03' 10"E + ------------------- - - - - -- Angle Break 'RW790"101 I� -- ---- ----------- - - - - -- o Sto 12+50.93 "RW790" LOL_ UPRR R/W Ic Begin Wall = fL UPRR Tracks Sto 792+00.00 'C14" Line J Sta 10+00.00 'RW790" LOL= 30.78 Rt__-_--------=----------- ---- - - L Sta 789+50.00 "C14' Line ---=-----------=- - -1 21.50 RT _ _ _ _ - - - - _-_i_-.-_-`_.=.:�:.------=1--- - _ -- _-. _.. _.- F - .-F �--F �=-v�--F F FJ F - SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Concrete Barrier 611-56 Type 736 (Mod) Roadway section see "ROAD PLANS" Barrier slab ---------------- ---------------- Soi I Reinf, Typ ------ ---------------- Varies Base Width K_"RW790" LOL Top of Wall MSE Wall PoneI Fractured Rib Texture C: =M . o FG o N '-Leveling Pad TYPICAL SECTION (MSE) I/4"=1 -0.. Sto 16+58.19± to 21+28,19± "RW790" LOL Roadway section see "ROAD PLANS" 3" RW790" LOL 63-1 LOL Concrete �F7B11-56 Barrier Type 736A Top of Wall Weep hole and pervious B0-3 backf i I I 3-1 B3-1 Retaining Wall - C Type 1 (Mod) I Fractured PLAN Rib Texture = U) C C Q) m L o U) 0 > D 0 The Contractor shall verify all 1"=30'-0" FG NOTE: PLAN TYPICAL SECTION (TYPE 1 MOD) 0 The Contractor shall verify all 1"=30'-0" a controlling field dimensions 1/4 before ordering or fabricating For "QUANTITIES", see "GENERAL PLAN NO. 2" sheet Sto 14+32.00 to 16+58.19± "RW790" LOL any material. BY CHECKED DESIGN Tim Fuller Jared Cole BY CHECKED DETAILS BY LAYOUT CHECKED PREPARED FOR THE STATE OF CALIFORNIA Brett Mokley BRIDGE NO. RETAINING W A L L 790 N ^ 54E0106 DESIGN OVERSIGHT POST MILES Yihong Wang Jared Cole YihOng Wang Tim Ful ler PROJECT ENGINEER OUANTITIES R" Tim Fuller CHECKED Carolina Lopez -Toro SPECIFICATIONS R" Jim Rucker COMPARED Jere Jeremy LOHo e DEPARTMENT OF TRANSPORTATION 15.2 GENERAL PLAN NO. 1 a SIGN OFF DATE DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF Z 07 10 it/11/10 Os 10 1 22 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES FILE => sREOUEST 26'-21/4"± (TYPE 1 MOD) 1 12 8'- 21/4 " ± Measured along "RW790" LOL 470'-0" (MSE) Existing Citrus Avenue Overhea< Bridge No. 54CO064 End Wall MEN■■■■■■■■■■■IN ■■■ —■-■_■-■-■■■■■_■■■■■_■■_■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■:■ •t • 16+00 17+00 18+00 19+00 20+00 21+00 -_r-__- ------- r------- -__+_ _ Existing Track i--rt--r - Proposed Track F—�— - Future Track - UPRR R/W DEVELOPED ELEVATION 1"=30"-0" - Structure Excavation (Retaining Wall) - Structure Backfill (Retaining Wall) 0 -Signal Pole, see "RETAINING WALL PLAN NO. 8" sheet Angle Break Sto 16+29.51 "RW790" LOL= Sto 795+78.29 C14 Line 32.43 Rt End Type 1 wall and Begin MSE wall Ste 16+58.19± "RW790" LOL= "CI4" Line Sto 796+06.91± C14 Line AD ADDENDUM 3 COUNTY ROUTE TOTAL PROJECT No SHEETS SBd 10 14.8/15.5 1526 1 566 RE 1ST RED CIVIL ENGINEER DATE �o eaOFEss/ohq\ Fy Brett Makley 1/6/11 PLANS APPROVAL DATE No. C66397 a Exp. State of California or its officers or agentssr CIVIL j 7l1 not be responsible for the occurocy or q npleteness of electronic copies of this plan sheet. OF C.1F0 SANBAG 1110 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92501 "RW790" LOL = B3-1 L 0 L Roadway section see "ROAD PLANS" Concrete B11-56 Barrier Type 736A Top of Wall I Weep hole and a U) o, pervious g0-3 L backf i I 1 0 o FG Retaining Wall =- LIMITS OF PAYMENT FOR EARTHWORK Type 1 4 - NTS B3-1 Note: Earthwork limits in addition to A628 TYPICAL SECTION (TYPE 1 C Citrus Ave Sto 10+00.00 to 14+32.00 "RW790" LOL Sto 801+47.64 "CI5" Line Sto 801+41.62 "CI4" Line Sto 48+45.52 Citrus Ave Sto 48+48.10 Citrus Ave "CI5" Line 800+00 801+00 795+00 34.23± Rt 7g9+00 797+00 N87044'42"E 798+00 796+00 Angle Break N88003'10"E 1 "RW790" LOL= Sto 20+64.58 "RW790" LOL= UPRR R/W 5Sto9. 800+12.49 CI4 Line I N88003'10'E i 59.76 Rt v of 16+00 17+00S88G39'11"E 19+00 21+00- - 18+00 20+00 + r' ` - ------ Ln UPRR Tracks_ AF= ------------- 0_-------- — — — .._..H_ -__.__-_.F_.._..__.-1.._.. _.._.- —i— —i——F—_i—._—F— —F _ _.J-_i—�_.i— —F——i——i——i__F__i___f__F__-f—-l_—i——i——F-111�� NOTE: PLAN PLAN The Contractor shall verify all controlling field dimensions 1 30'-0" before ordering or fabricating any material. End Wall I Sto 21+28.19± "R Sto 800+76.10± " 60.11± Rt 0 0 GO Ld i.n O GO O 0 0 0 N " LOL= Line QUANTITIES BRIDGE REMOVAL (PORTION), LOCATION C 1 LS STRUCTURE EXCAVATION (RETAINING WALL) 776 CY STRUCTURE BACKFILL (RETAINING WALL) 913 CY PERVIOUS BACKFILL MATERIAL (RETAINING WALL) 68 CY EARTH RETAINING STRUCTURE, LOCATION A 12,300 SF STRUCTURAL CONCRETE, RETAINING WALL 411 CY STRUCTURAL CONCRETE, BARRIER SLAB 227 CY FRACTURED RIB TEXTURE 1,397 SF BAR REINFORCING STEEL (RETAINING WALL) 28,314 LB PREPARE AND STAIN CONCRETE 24,381 SF CHAIN LINK RAILING (TYPE 7 MOD1) 20 LF CONCRETE BARRIER (TYPE 26 MOD1) 10 LF CONCRETE BARRIER (TYPE 736A) 658 LF CONCRETE BARRIER (TYPE 736A MODIFIED) 460 LF 0 a w DESIGN Tim Fuller Jared Cole PREPARED FOR THE BRIDGE NO. RETAINING WALL 790 STATE OF CALIFORNIA Brett Makley 54E0106 DESIGN OVERSIGHT By CHECKED BY CHECKED DETAILS Jared Cole LAYOUT Tim Fuller Yihong Wang Yihong Wang DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES 15.2 G E N E R A L P L A N N O. 2 QUANTITIES BY CHECKED SPECIFICATIONS 0' COMPARED AID SPECS Tim Fuller Carolina Lopez -Toro Jim Rucker Jeremy LaHaye SIGN OFF DATE DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/I6/10) ORIGINAL SCALE IN INCHES I I I III I UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF ou m ni la ivnm as/ m 2 22 FOR REDUCED PLANS o 2 J PROJECT NUMBER & PHASE: OB000007451 CONTRACT NO.:08-468104 EARLIER REVISION DATES -� 1 FILE _1 54-RW790-O-gpO2.dgn N c J L �IDatum EIev 11060.00 16+00 17+00 18+00 19+00 20+00 21+00 1128 21/4"± Measured along "RW790'' LOL 6'-21/4"± (TYPE 1 MOD) 470'-0" (MSE Existing Citrus Avenue Overheo< Bridge No. 54CO064 =r:=::-::_::1_ - Existing Track -==rt==t - Proposed Track F—�— - Future Track - UPRR R/W DEVELOPED ELEVATION 1 '=30"-0" - Structure Excavation (Retaining Wall) ® - Structure Backfill (Retaining Wall) 1O - Signal Pole, see "RETAINING WALL PLAN N0. 8" sheet 1 1 LIMITS OF PAYMENT FOR EARTHWORK NTS Note: Earthwork limits in addition to A62B End Wall � Citrus Ave Angle Break Sto 16+29.51 "RW790" LOL= Sto 795+78.29 C14 Line 32.43 Rt Sto 801+41.62 "C14" Line End Type 1 wall and Begin MSE wall Sto 48+48.10 Citrus Ave Sto 16+58.19± "RW790" LOL= "CI4" Line Sto 796+06.91± CI4 Line 800+00 801+00 34.23± Rt 799+00 797+00 N87°44'42"E 798+00 795+00 796+00 o End Wall Angle Break N88 03"10"E Ste 21+28.19± "R "RW790" LDL- Sto 20+64.58 "RW790" LOL= Sto 800+76.10± i N88°03"10"E UPRR R/W 5Sto9. 800+12.49 CI4 Line 60.11± Rt O 59.76 Rt 0 16+00 17+00 18+00 S88°39'11"E 19+00 21+00 - - - Do 20+00 ----- Un +I ----------- — — o ' CL UPRR Tracks=---- - —�— -- ---r--- — + — r — —• — — — — — a— ° --—--�----—_-- _-4- -- �- -- - -- r ---- — •----r.. _ [_--- - F.._.--------- _ —_—_ -- -- - =4- In _.-_L. -,-.. }.._.`-I---`.L_--F F --v —F—v�--�--iS O NOTE: PLAN The Contractor shall verify all controlling field dimensions 1"=30'-0" before ordering or fabricating any material. ST COUNTY I ROUTE I TOTAL PROJECT I " NO SHEETS 8 1 SBd /�) /�10�lJ1 14.8/15.5 526 566 I/ ! 1 �3'-� 1 1 /12110 QQDFES S/aN 7E 1ST RED CIVIL ENGINEER DATE .e Fy Brett Nokley 1/6/11 _ NO, C66397 PLANS APPROVAL DATE it Exp. DA State of Californio or its officers or agents CIVIL 7/1 not be responsible for the accuracy or s npleteness of electronic copies of this plan sheet. rTf OF CALIFOR�p SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 "RW790" LOL = 83-1 LOL� Concrete B11-56 Barrier Roadway section Type 736A see "ROAD PLANS"� f Top of Wall Weep hole and c 0) o, pervious BO -3 L In bockf i 11 ° °' 3-1 - > a Q0 FG Retaining Wall - Type 1 B3-1 TYPICAL SECTION (TYPE 1 1/4"=1 '-0-- Sto -0"Sto 10+00.00 to 14+32.00 ''RW790'' LOL to 801+47,64 "CI5" Line to 48+45.52 Citrus Ave ,"CI5" Line QUANTITIES BRIDGE REMOVAL (PORTION), LOCATION C 1 LS STRUCTURE EXCAVATION (RETAINING WALL) 776 CY STRUCTURE BACKFILL (RETAINING WALL) 913 CY PERVIOUS BACKFILL MATERIAL (RETAINING WALL) 68 CY EARTH RETAINING STRUCTURE, LOCATION A 12,300 SF STRUCTURAL CONCRETE, RETAINING WALL 411 CY STRUCTURAL CONCRETE, BARRIER SLAB 227 CY FRACTURED RIB TEXTURE 1,397 SF BAR REINFORCING STEEL (RETAINING WALL) 28,314 LB PREPARE AND STAIN CONCRETE 24,381 SF CHAIN LINK RAILING (TYPE 7 MOD1) 20 LF CONCRETE BARRIER (TYPE 26 MOD1) 10 LF CONCRETE BARRIER (TYPE 736A) 658 LF CONCRETE BARRIER (TYPE 736A MODIFIED) 460 LF DESIGN BTTIm Fuller �HE�KEDJared Cole PREPARED FOR THE BRIDGE NO. RETAINING WALL 790 N DESIGN OVERSIGHT e♦ CHECKED ev CHECKED STATE OF CALIFORNIA Brett Makley 54EO106 ^ DETAILS Yihong Wang Jared Cole LAYOUT Yihong Wang Tim Ful ler PROJECT ENGINEER POST MILES OUANTITIES Br CHECKED SPECIFICATIONS ev COMPAREAND D �RE`� DEPARTMENT OF TRANSPORTATION 15.2 GENERAL P L A N N O 2 SIGN OFF DATE Tim Fuller Carolina Lopez -Toro Jim Rucker Jeremy LOHO e . a DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES I SHEET OF Z FOR REDUCED PLANS b 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 07 10 ilhl/10 Os 10 2 22 FILE => sREOUEST IouI IUIII UI IUUI IIIb, IYPI ''F'1 ')F. I0 - 3-1 Datum Elev 1060.00 10+00 11+00 gin Wall a 10+00. NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DEVELOPED ELEVATION 1"=10'-O" 1080 "RW790" LOL ----------------------- ------------------- UPRR R/W N S C UPRR Tracks }p77� ------- ------ -- ---- --i----------r--- - -r- - - -1- - - ---t----- - ------ --r----------t----- 1080 RW footing, Typ I 11+00 -- C! O In J L U } 0 PLAN 1"=10'-0" Concrete TOTAL PROJECT " NO SHEETS Barrier g11-56 Type 736A, BRIDGE ND.I 54EO106 Typ RE ST RED CIVIL ENGINEER LEGEND 1ST COUNTY I ROUTE TOTAL PROJECT " NO SHEETS 08 1 SBd 10�lJ/ 14.8/15.5 527 1 566 PREPARED FOR THE STATE OF CALIFORNIA Brett Makley BRIDGE ND.I 54EO106 1 1 /1 2/10 RE ST RED CIVIL ENGINEER QQOFESS/aN DATE 41 DESIGN OVERSIGHT �o .e Fy Brett NOk ley = 1/6/11 _ Na, C66397 PLANS APPROVAL DATE II i� Exp. DA le State of Californio or its officers or ogents CIVIL V/1 not be responsible for the occurocy 7mpleteness of electronic copies of this orrq plan sheet. Tf OF CALIFOR�p SANBAG DEPARTMENT OF TRANSPORTATION 1170 W 3RD STREET 15.2 SAN BERNARD]NO, CA 92410 1 T.Y. LIN INTERNATIONAL SIGN OFF DATE 3550 VINE STREET, SUITE 120 ORIGINAL SCALE IN INCHES RIVERSIDE, CA 92507 - Proposed Track - UPRR R/W DESIGN ev Tim Fuller BT DETAILS ��E�AEo Jared Cole CNECxEO PREPARED FOR THE STATE OF CALIFORNIA Brett Makley BRIDGE ND.I 54EO106 RETAINING WALL 790 DESIGN OVERSIGHT PosT MILES Yihon Wan Jored Cole g g PROJECT ENGINEER II OUANTITIES aT Tim Fuller I"Caro ina Lopez -Toro DEPARTMENT OF TRANSPORTATION 15.2 RETAINING WALL P L A N NO. 1 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.]/16 /10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REvI51oN DATES SKEET OF 07 10 it/17/10 OS 10 3 22 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST 4 LI �v.v vv.vv U IDatum Elev 1060.00 12+00 DEVELOPED ELEVATION 1"=10'-O" NVV I'JU LUL 13+00 O 1 — —— O _ -------12+00------------ O -- — — o + i U P R R R 1 o 1019 I M C: I a� c L IJ U � C t U p I H- � � o I (� UPRR Tracks 107 0 1080 --------T--- - —_— —T — I 1ST COUNTY I ROUTE TOTAL PROJECT " NO SHEETS 08 1 SBC 10�lJ/ 14.8/15.5 528 1 566 1 1 /1 2/10 RE ST RED CIVIL ENGINEER QQOFESS/aN DATE �o 41 PLAN .e Fy Brett NOk ley = 1/6/11 _ ND, C66397 PLANS APPROVAL DATE controlling field dimensions � Exp. DA le State of Californio or its officers or ogents CIVIL V/1 not be responsible for the occurocy 7mpleteness of electronic copies of this orrs plan sheet. Tf OF CALIFOR�p SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 o LEGEND =1--rt=-t - Proposed Track UPRR R/W SECTION A—A No Scale NOTE: kN II 0 0 The Contractor shall verify all PLAN a controlling field dimensions 1"-10'-0" before ordering or fabricating o any material. Br CHECKED DESIGN Tim Fuller Jared Cole BT CHECKED DETAILS PREPARED FOR THE STATE OF CALIFORNIA Brett Makley BRIDGE NO. RETAINING W A L L 790 CC 54EO106 DESIGN OVERSIGHT POST MILES Yihong Wang Jored Cole PROJECT ENGINEER II QUANTITIES BT Tim Fuller CHCo of ino Lopez -Toro DEPARTMENT OF TRANSPORTATION 15.2 R E T AIN 1 N G WALL PLAN N O . 2 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.]/16 /I p) ORIGINAL SCALE IN INCHES UNIT: 2232DISREGARD PRINTS BEARING REVI51oN DATES SHEET OF 07 10 it/17/10 OS 10 4 22 FOR REDUCED PLANS 0 I 2 ; PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j sREOUEST Type 1 1 Type 1 (Mod) ►�4 a) C J L a t F , �F I 0 3-1 IDatum Elev 1060.00 13+00 14+00 DEVELOPED ELEVATION 1"=10'—O" End Type 1 wall and Be in Type 1 Mod wall Sto 14+32.00 "RW790" LOL 1081 "RW790" LOL= RW footing, Typ UPRR R/W I N 14+00 oI ,o I0 0 O + +, I 1080 QC C I •J .ZI 108 a U UPRR Tracks } a I 1 I r — r---�-- - ---1-----------I----- ------------ i COUNTY ROUTE TOTAL PROJECT " NO SHEETS SBd MM10 14.8/15.5 529 1 566 1 1 /1 2/10 QROFES S/ON 7E 1ST RED CIVIL ENGINEER DATE �o 41 .e Fy Brett NOkley 1/6/11 _ ND, C66397 PLANS APPROVAL DATE Exp. State of California or its officers or agents 4`srrf CIVILo��p 7// not be responsible for the accuracy or s npleteness of electronic copies of this plan sheet. �' CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND =1--I==t - Proposed Track NOTE: PLAN 0 The Contractor shall verify all1"-10"-0" a controlling field dimensions before ordering or fabricating o any materiol. Br DESIGN Tim Fuller er DETAILS CHECKED Jared Cole CHECKED PREPARED FOR THE STATE OF CALIFORNIA Brett Mokley BRIDGE NO. RETAINING WALL 790 CC 54E010S DESIGN OVERSIGHT POST MILES Yihon Wan Jared Cole g g PROJECT ENGINEER II BT Tim Fuller cHCarol ina Lopez -Toro DEPARTMENT OF TRANSPORTATION 15.2 RETAINING WALL PLAN N O . 3 a SIGN OFF DATEQUANTITIES DESIGN DETAIL SHEET (ENGLISH) (REV.]/16/I p) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET ov 1!06 it/17/10 O 10 5 122 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST Length olonq LOL Deslgn H Plane Joints / 130-3 NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 120`0" 8' 96'-0" 24'-O" 24'-0" Top of Wall 0 0 0 Ln + V I N C Elev 1078.00 U O (Datum Elev 1060.00 i 96'-0" 24'-0" 10' 12' 96'-0" 82'-21/4" 24'-0" 24'-0" 24'-0" 24'-0" /�)/�101 24'-0" 1 1 /1 2/10 R0, -ST RED CIVIL ENGINEER QQOFESS/aN DATE �o 41 �� .e Fy Brett Mokley = 1/6/11 _ No. C66397 PLANS APPROVAL DATE pa i� Exp. DA le State of Colifornio or its officers or agents CIVIL V/1 not be responsible for the accuracy 7mpleteness of electronic copies of this 8'W x 1O'H Test PanelILocation SANBAG DEPARTMENT OF TRANSPORTATION 1170 W 3RD STREET 15.2 SAN BERNARDINO, CA 92410 4 T.Y. LIN INTERNATIONAL SIGN OFF DATE 3550 VINE STREET, SUITE 120 ORIGINAL SCALE IN INCHES RIVERSIDE, CA 92507 DISREGARD PRINTS BEARING REvI51oN DATES SKEET OF 07 10 it/17/10 OS 10 6 zel� FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST I I ,o c ' J Elev 1079.00 A Fractured Rib -c a Texture, Typ � Approx OG and FG along "RW790" Footing step LOL B3-8 15+00 16+00 DEVELOPED ELEVATION 1"=10`0" 1085 1090 0 0 -------------- Ln r v N C Z -C �— (L UPRR Tracks U t a -- — — — — — � I I I- - - -r- ------ -------- `-----------t-----------I— PLAN NOTES: 1"=10'-0" 1. For Fractured Rib Texture details, see "MISCELLANEOUS DETAILS" sheet. LEGEN^ —1---r 1ST COUNTY I ROUTE TOTAL PROJECT " NO SHEETS 08 1 SBd 14.8/15.5 530 566 /�)/�101 I/ I ' 1 _54 1 1 /1 2/10 R0, -ST RED CIVIL ENGINEER QQOFESS/aN DATE �o 41 DESIGN OVERSIGHT .e Fy Brett Mokley = 1/6/11 _ No. C66397 PLANS APPROVAL DATE II i� Exp. DA le State of Colifornio or its officers or agents CIVIL V/1 not be responsible for the accuracy 7mpleteness of electronic copies of this or s plan sheet. r Tf OF CAOFOR�p SANBAG DEPARTMENT OF TRANSPORTATION 1170 W 3RD STREET 15.2 SAN BERNARDINO, CA 92410 4 T.Y. LIN INTERNATIONAL SIGN OFF DATE 3550 VINE STREET, SUITE 120 ORIGINAL SCALE IN INCHES RIVERSIDE, CA 92507 SECTION A -A %4 =1 1-0.. DESIGN ev Tim Fuller BT DETAILS ��E�AEo Jared Cole CNECFEO PREPARED FOR THE STATE OF CALIFORNIA Brett Makley BRIDGE ND.I 54EO106 RETAINING WALL 790 DESIGN OVERSIGHT PosT MILES Yihon Wan Jared Cole g g PROJECT ENGINEER II OUANTITIES aT Tim Fuller I"Caro ina Lopez -Toro DEPARTMENT OF TRANSPORTATION 15.2 RETAINING WALL PLAN N O. 4 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.]/16 /10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REvI51oN DATES SKEET OF 07 10 it/17/10 OS 10 6 22 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST Length along LOL 24'-0" Design H 12' Expansion Joints BO -3 3-4 -led Plane JointsBO-3 24'-0" 4 NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any materiol. TYPE 1 (Mod) MSE Limits of Limits of Concrete Barrier Concrete Barrier Type 736A Type 736 (Mod) 34'-21/4"± 6 14' 15' 11' 82'-21/4"± 24'-0" NO)x ti X�0 5C 0 O 0,5. 10 See�x \e �e Note 1 0 L I Elev 1079.00 UI° MI Datum Elev 1060.00 9 9 # of Panels 17.5' 20' Design H = 12' 14' BW = O' \o) yh yA Concrete Barrier ��O�<o N Type 736 (Mod), B1 1 -56 oxo � � Top of Wall ��e TYP TLP Elev 1080.00 Elev 1078.83 DEVELOPED ELEVATION 1"=10'_0" 17+00 Approx OG and FG along "RW790" LOL 17+00 0 C,f � o o In 1081Lo r C_ C J JIL I UPRR Tracks ' ---r ,-- -- --- ---- --i---- ----- --- ----?---- -------- r --------I— — --------- I----- -- —7r- - -I ---------t---- - -----I------ 1085 PLAN 1' =1 0'-0" LEGEND 1ST COUNTY I ROUTE TOTAL PROJECT " NO SHEETS 08 1 SBd 14.8/15.5 531 566 /�)/�101 I/ I ' 1 _54 1 1 /1 2/10 —. QQOFESS/aN DATE DESIGN OVERSIGHT .e Fy Brett NOkley = 1/6/11 _ NO. C66397 PLANS APPROVAL DATE II MEMO=o V/1 not be responsible for the accuracy 7mplefene5s Of electronic COQieS Of ihi5 or s plan Sheet. rTf OF CALIFOR�p SANBAG DEPARTMENT OF TRANSPORTATION 1170 W 3RD STREET 15.2 SAN BERNARDINO, CA 92410 oo©�©neo T.Y. LIN INTERNATIONAL SIGN OFF DATE 3550 VINE STREET, SUITE 120 ORIGINAL SCALE IN INCHES RIVERSIDE, CA 92507 DISREGARD PRINTS BEARING REVI51oN Onr[s s ET ov 07 10 it/12/10 OS 10 7 22 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST roe©e©v©oeoe000eo� RIM NEW TLP Elev 1080.00 Elev 1078.83 DEVELOPED ELEVATION 1"=10'_0" 17+00 Approx OG and FG along "RW790" LOL 17+00 0 C,f � o o In 1081Lo r C_ C J JIL I UPRR Tracks ' ---r ,-- -- --- ---- --i---- ----- --- ----?---- -------- r --------I— — --------- I----- -- —7r- - -I ---------t---- - -----I------ 1085 PLAN 1' =1 0'-0" LEGEND 1ST COUNTY I ROUTE TOTAL PROJECT " NO SHEETS 08 1 SBd 14.8/15.5 531 566 /�)/�101 I/ I ' 1 _54 1 1 /1 2/10 REIPLST RED CIVIL ENGINEER QQOFESS/aN DATE DESIGN OVERSIGHT .e Fy Brett NOkley = 1/6/11 _ NO. C66397 PLANS APPROVAL DATE II i, Exp.- xp. le State of Colifornio or its officers or agents CIVIL Ie V/1 not be responsible for the accuracy 7mplefene5s Of electronic COQieS Of ihi5 or s plan Sheet. rTf OF CALIFOR�p SANBAG DEPARTMENT OF TRANSPORTATION 1170 W 3RD STREET 15.2 SAN BERNARDINO, CA 92410 5 T.Y. LIN INTERNATIONAL SIGN OFF DATE 3550 VINE STREET, SUITE 120 ORIGINAL SCALE IN INCHES RIVERSIDE, CA 92507 Indicates interval in years from time of construction to time of removal of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet 20 A Indicates panel type designation. For details see PANEL DETAILS" through "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1" sheets PANEL LEGEND NO SCALE —=rt --t - Proposed Track I - Indicates limits of welded wire mat TLP - Top of leveling pad BW - Base width NOTES: 1. For MSE wall and TYPE 1 wall joint detail, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet DESIGN ev Tim Fuller Br DETAILS ��E�KEo Jared Cole CNECxEO PREPARED FOR THE STATE OF CALIFORNIA Brett Makley BRIDGE NO. 54EO106 RETAINING WALL 790 DESIGN OVERSIGHT POST MILES Yihon Wan Jored Cole g g PROJECT ENGINEER II QUANTITIES ar Tim Ful ler ��Carol ina Lopez -Toro DEPARTMENT OF TRANSPORTATION 15.2 RETAINING WALL P L A N NO. 5 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.]/16 /10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVI51oN Onr[s s ET ov 07 10 it/12/10 OS 10 7 22 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST # of Panels 9 7 Design H = 20' 22.5' BW = 14' 16' %�. �1 I\00 C, Top Li�O r7 ��e, Top of Wall— `\e 0 PROJECT I " NO SHEETS 08 1 SBd 10 1 14 .8/15.5 532 1 566 1112110 R0, -ST RED CIVIL ENGINEER Q,,,,Ss,,N DATE 41 �o .e Fy o Brett Nokley = 1 /6/1 1 o rp p D E D E D I+— A 1170 W 3RD STREET A SAN BERNARDINO, CA 92410 A T.Y. LIN INTERNATIONAL A FA RIVERSIDE, CA 92507 A A C A A A A A A A C C C UC B B B o, 8 8 9 25 27.5' 3( 18" 19' 21 SIEMENS . 0 N NMI• -� v v v io a�00000 \--Approx OG and FG along TLP Elev 1080.00 "RW790" LOL Indicates interval in years from time of construction to time of removal of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet 20 A ;Indicates panel type designation. For details see PANEL DETAILS" through "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1" sheets PANEL LEGEND NO SCALE I I LEGEND Datum Elev 1060.00 Proposed Track 18+00 19+00 F�--- I Indicates limits of welded wire mat DEVELOPED ELEVATION NOTES: TLP - Top of leveling pad 1 =10 -0 1. For Fractured Rib Texture details, BW - Base width see ''MISCELLANEOUS DETAILS" sheet. "RW790" LOL= 2UPRR R/W 2. Use MSE Panel Type A for Test Panel y 2 — 1100 Tnn of LnII 1095 ---------- — — — — — — — — — — — — — — — a Barrier slab - Fractured Rib Texture ISTI COUNTY I ROUTE ITOTAL PROJECT I " NO SHEETS 08 1 SBd 10 1 14 .8/15.5 532 1 566 1112110 R0, -ST RED CIVIL ENGINEER Q,,,,Ss,,N DATE 41 �o .e Fy o Brett Nokley = 1 /6/1 1 _ NO. C66397 PLANS APPROVAL DATE i� DA le State of Californio or its officers or agents Exp. CIVIL V/1 not be responsible for the accuracy 7mpleteness of electronic copies of this ors plan sheet. rTf OF CALIFOR�p SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 o ;" E 0 o1085 o _J LL./ ' — — — — — — — — II 6 , o N + 18+0o S + CI �� w FG C1082 c a + _J FG w CL UPRR Tracks_C I a / � — — — — — ---_-7_—_—_ -------- - r--_- -. --�-- --- -- -t ----- --�--- --------t---- A --t--- 1085 a SAMPLE MSE WALL ELEVATION NOTE: PLAN WITH FRACTURED RIB TEXTURE SECTION A -A No Scale I/2"=1 "-0" W The Contractor shall verify all 1"=10"-0" CL a controlling field dimensions before ordering or fabricating any material. Br CHECKED CC DESIGN Tim Fuller Jared Cole PREPARED FOR THE BRIDGE NO. er CHECKED Brett Makley 54E0106 RETAINING WALL 790 DESIGN OVERSIGHT STATE OF CALIFORNIADETAILS Yihong Wang Jored Cole PROJECT ENGINEER POST MILES II SIGN OFF DATE QUANTITIES BT Tim Fuller C.Co ino Lopez -Toro DEPARTMENT OF TRANSPORTATION 15.2 IRET A I N I N G WALL P L A N N O. B a DESIGN DETAIL SHEET (ENGLISH) (REV.]/16 /10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF FOR REDUCED PLANS 0 I 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 07 10 it/17/10 OS 10 8 22 j FILE => sREOUEST # of P Design BW = 4 NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. D .E o A o A o A 0 + A A c A A �C B A A A A C 9 30' 21' 10 32.5' 23' x S0?� 1 ,x•Oe Top of Wall 24 35' 25' 1� r F x0 o7x �' ° �x� 1 o '` 9 r:��r:�Or:�O■�On��■�0■�O■ TOTAL PROJECT " NO SHEETS 08 1 SBd 10 1 14 .8/15.5 533 566 /1 I/ I ' 1 _54 1 1 /1 2/10 R0, -ST RED CIVIL ENGINEER QQOFESS/aN DATE �o 41 DESIGN OVERSIGHT .e Fy Brett Nokley = 1/6/11 _ No. C66397 -1 MR. Exp. DA le State of Colifornio or its officers or agents CIVIL MIN or s plan sheet. rTf OF CALIFOR�p SANBAG DEPARTMENT OF TRANSPORTATION 1170 W 3RD STREET 15.2 SAN BERNARD]NO, CA 92410 7 T.Y. LIN INTERNATIONAL SIGN OFF DATE 3550 VINE STREET, SUITE 120 ORIGINAL SCALE IN INCHES RIVERSIDE, CA 92507 DISREGARD PRINTS BEARING REVI51oN Onr[s s ET ov 07 10 it/17/10 OS 10 9 22 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST EM Approx OG and FG along TLP Elev 1080.00 "RW790" LOL I (Datum Elev 1060.00 1 20+00 111111116 ,_"RW790- LOL= I—UPRR R/W o� o 0 rn N J UPRR Tracks .c UI — — — — — — — T -------- 2---t ------- — — — — — DEVELOPED ELEVATION = TO - 1i 0 - rrier slob- -1095 lab-1095 /- —1 090 TLP Elev 1082.50 -1085 _ o 0 In 20+00 + 0 N 1085 ---------1c I-----___ --r--- -- _-- —_— —_—_—I_ --- ----t------- i U PLAN 1"=10,-0" 1ST COUNTY I ROUTE TOTAL PROJECT " NO SHEETS 08 1 SBd 10 1 14 .8/15.5 533 566 /1 I/ I ' 1 _54 1 1 /1 2/10 R0, -ST RED CIVIL ENGINEER QQOFESS/aN DATE �o 41 DESIGN OVERSIGHT .e Fy Brett Nokley = 1/6/11 _ No. C66397 PLANS APPROVAL DATE II Exp. DA le State of Colifornio or its officers or agents CIVIL V/1 not be responsible for the accuracy 7mpleteness of electronic copies of this or s plan sheet. rTf OF CALIFOR�p SANBAG DEPARTMENT OF TRANSPORTATION 1170 W 3RD STREET 15.2 SAN BERNARD]NO, CA 92410 7 T.Y. LIN INTERNATIONAL SIGN OFF DATE 3550 VINE STREET, SUITE 120 ORIGINAL SCALE IN INCHES RIVERSIDE, CA 92507 Indicates interval in years from time of construction to time of removal of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet 20 A Indicates panel type designation. For details see PANEL DETAILS" through "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1" sheets PANEL LEGEND NO SCALE LEGEND —=rt --t - Proposed Track I - Indicates limits of welded wire mat TLP - Top of leveling pad BW - Base width DESIGN ev Tim Fuller Br DETAILS ��E�KEo Jared Cole CNECxEO PREPARED FOR THE STATE OF CALIFORNIA Brett Makley BRIDGE ND.I 54EO106 RETAINING WALL 790 DESIGN OVERSIGHT POST MILES Yihon Wan Jared Cole g g PROJECT ENGINEER II QUANTITIES ar Tim Ful ler ��Carol ina Lopez -Toro DEPARTMENT OF TRANSPORTATION 15.2 RETAINING WALL P L A N NO. 7 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.]/16 /10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVI51oN Onr[s s ET ov 07 10 it/17/10 OS 10 9 22 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST DISTI COUNTY I ROUTE ITOTAL PROJECT NO SHEETS # of Panels 24 4 Existing Citrus Avenue Overhead Indicates interval in years 08 1 SBd 10 14.8/15.5 534 1 566 from time of construction Design H = 35' 37.5' Bridge No. 54CO064 to time of removal of �/ BW = 25' Chain Link 26' inspection wire, see�% 11/12/10 FEsst Railing "MECHANICALLY STABILIZED RE IST RED CIVIL ENGINEER DATE lzQµO aNa Type 7 11-52 !? 11 Brett MOkley EMBANKMENT DETAIL NO. 3" �Fy (Mod1) sheet _ 1 /6/1 1 = x " C66397 S 20'-0" End 1�rx PLANS APPROVAL DATE N0, J Exp.- Wall (� p I �" ,LO' The State of California or its officers oro agents T` '> iry zo Indicates modified panel. � ,• CIVIL LOL x �• shall not be responsible for the accuracy or �x til . A For "P details, completeness of electronic copies of this plan sheet. rfOF CALIFOR� see PANEL DETAILS N0. 2" /9x sheet SANBAG Top of Wo I I < II70 W 3RD STREET o Indicates panel type Jdesignation. For details SANBERNAADINO,CA92410 -- ------ -- -- -- --- ;=r See PANEL DETAILS" T.Y. LIN INTERNATIONAL D through "MECHANICALLY STABILIZED 3550 VINE STREET, SUITE 120 D -- D -p -D --D E D E D E D E D E* *L E A A A A EMBANKMENT DETAIL N0. 1" RIVERSIDE, CA92507 <o A so A zo A A s "A A * sheets o A A A A A A A A A A * A* LEGEND In 'A A A A A A A A A* PANEL LEGEND ®- Bridge Removal + A A A A A A A (Portion) O'A A A0 A q40 A AsD A * NO SCALE -- --- Existing Concrete A A A A "A A A A c' A A A A " 'A A A A See Note 1 LEGEND A A A AI: A A A A +i L , zo A Aso A ; • Aa A Aso A=-rt=-t - Proposed Track A a C C C I• F� ---- o00 B g B B C B C B C B C g C__ Existing Citrus Ave. - Indicates limits of Q L--_- ------------ ---------- - _--_-- Overhead Abutment to welded wire mat 7TLP BW - Base widthApprox OG and FG along remain, see "BRIDGE PLANS""RW790" LOL TLP - Top of leveling pad Elev 1082.50 ' Existing Wingwall to be removed, Datum Elev 1060.00 see "DETAIL A through "DETAILS C" See "DETAIL B" I M 21+00 NOTES: 1. For MSE wall and abutment joint detail see ;' Top of "MECHANICALLY STABILIZED EBANKMENT DEfooting TAIL NO. 3" sheet DEVELOPED ELEVATION + 1 =10 -0 2. For signal pole details= see "ROAD PLANS". For signal pole foundation in modified welded wire mats, L ......... Type 61A-5-100 - see "PANEL DETAILS N0. 2' sheet. Varies m) �( l'-2"± to 2'-6"± --- � fro Signal Pole, Note 2 Exist footing Existing Winewall Sta. 800+71.20 "C14" Line removed, / S 43.03' Rt to be rd, see "DETAIL C" _-_ Existing footing to be removed, DETAIL A +I \ - see "DETAIL B" / I Existing stub wall to be removed, 00 \ I see "DETAIL A" and "DETAIL C' \ I See "DETAIL C"Exist footing 0 Barrier slab \\ I +I - I CL Abut O 1 95 O O r3 o n L- RW790" LOL= I \ -- o I-LIPRR R/W N .0----------------- — r 1086 -- 1L-.- 1'-6"± 44'-0'± UPRR Tracks ---„ �— a l ------ I — - - -- — -7 —��� - -�� - E n d Wo 1 1 I I ---------------I---i, Sta 21+28.19± RW790 LOL o+ .t---------- 1087 i i I = DETAIL B NOTE: 1 43'-6"± 0 The Contractor shall verify all PLAN controlling field dimensions 1"=10'-0" DETAIL C before ordering or fabricating Q any material. 1 10"-0" Br CHECKED DESIGN Tim Fuller Jared Cole PREPARED FOR THE BRIDGE NO. CC RETAIN 1 N G WALL 7 9 0 DESIGN OVERSIGHT BT CHECKED STATE OF CALIFORNIA Brett Makley 54EO106 DETAILS Yihong Wang Jored Cole PROJECT ENGINEER POST MILES II SIGN OFF DATE OUONTITIES BT Tim Fuller Carolina Lopez-Toro DEPARTMENT OF TRANSPORTATION 15.2 RET A 1 N I N G W A L L P L A N N O. $ z a DESIGN DETAIL SHEET (ENGLISH) (REV.]/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 07 10 it/17/10 OS 10 10 22 FILE => sREOUEST See Note 1 See Note 2 M. Finished Grade Detail "A" Cap-typ. See Note 2 Backfoce of Retaining Wall 3" Slotted Plastic Pipe. See Note 2 I 4'' 0 drain Geocomposite Drain I -2% I Tee Connection Deta i l "B" I 3" Unslotted I Plastic Pipe 3" min. WALL SECTION SECTION A -A 10 mil Polyethylene gond to Filter Fabric sheet wrap around A A Drain Drain Bond 6" to wo 1 1 ; M Cut hole for 3' pipe — .� Level or sloped toward wall Cement Treated Permeable Base DETAIL "All DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale BO -3 Alternative to bridge detail 3-1 NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 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 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. Geocomposite drain, cement treated permeable base, and 3" 0 slotted plastic pipe continuous behind retoininc9 wall. 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. 4. For signal pole details, see "ROAD PLANS". For signal pole foundation In welded wire mats, see PANEL DETAILS NO. 2" sheet. 5. For "SECTION A -A", see "SECTION AT TOP OF WALL WITH BARRIER SLAB WITH PAVING NOTCH AND CONCRETE BARRIER" detail on "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 4" sheet. 6. For "SECTION C -C", see "CONCRETE BARRIER TYPE 26 (MOD) ON MSE WALL BARRIER SLAB" detail on "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 4" sheet. Type 61A-5-100 Signal pole, see Note 4 Curb ramp, see "ROAD PLANS" RockBlanket, see ,ROAD PLANS" IV /i �'ili��i•� - see . . BRIDGE PLANS" $,-0,. Barrier 3/a Expansion Transition Joint Filler. 1/4" recess from Concrete Barrier 9-101/2 ± walking surface Type 736 (Mod) Concrete JJ Barrier / T(yMod1) C e 26 B End RW 790 N BARRIER TRANSITION PLAN /6"=1 -0„ COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS SBd 1 10 1 14.8/15.5 1535 1 566 I/ 11 /12 /10 QQOFESS/aN REV1ST RED CIVIL ENGINEER DATE �o 41 .e Fy Brett Nokley 1/6/11 _ Na, C66397 PLANS APPROVAL DATE i, DA The State of Californio or its officers or agents Exp. CIVIL shall not be responsible for the accuracy orI q Completeness of electronic copies of this plan sheet. Tf OF CALIFOR�p SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Chain Link Railing Type 7 11-52 (Mod1) Varies 1'-0" to 1'-5%4" Transition vertical face to sloping face Rock Blanket, — see "ROAD PLANS" SECTION B -B 2"=1 -0„ "RW790" LOL TOW DESIGN ev Tim Fuller ��E�AEo Jared Cole PREPARED FOR THE BRIDGE ND.1 RETAINING WALL 790 N DESIGN OVERSIGHT BT CNECxEO STATE OF CALIFORNIA Brett Makley 54EO106 DETAILS Yihon Wan g g Jored Cole PROJECT ENGINEER Rosi MILES H QUANTITIES aT I" DEPARTMENT OF TRANSPORTATION 15.2 M I S C E L L A N E O U S DETAIL S SIGN OFF DATE Tim Fuller Carolina Lopez -Toro a DESIGN DETAIL SHEET (ENGLISH) (REV.]/16 /10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING RE VISION DATES EET SK11 ov FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 07 10 11/11/10 OS 10 22 = FILE => sREOUEST C Fractured Rib valley, Note 7 Wall Reinf Face of panel or wall FRACTURED RIB TEXTURE DETAIL No Scale Face o MSE pane Note E Note 5� #4 #4 @ 8" Max stagger on each side of #4 vertical bars FRACTURED RIB TEXTURE TERMINATION DETAIL (MSE) No Scale NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) NOTES: 1. Omit bottom soil reinforcement mat when spacing between top and bottom mat is less than 9". 2. Omit intermediate soil reinforcement mat 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. For panel details not shown, see "MECHANICALLY STABILIZED EARTH DETAIL NO. 2'' sheet. 5. Fractured Rib Texture not shown. 6. For vertical Joint detail, see ''MECHANICALLY STABILIZED EMBANKMENT DETAIL N0. 1" sheets. 7. Permissible location of weakened plane and expansion joints. DESIGN Tim Fuller Jared Cole Br CNECxEO DETAILS Yihong Wang Jared Cole QUANTITIES Br CNE Tim Fuller Carolina Lo ez-T ORIGINAL SCALE IN INCHES FOR REDUCED PLANS T TYPE I'D" TOP PANEL 1..=1,-O'' * 6" where mat spacing is � 2'-6" Note 5� #4 @ 8" Max — stagger on each side of #4 vertical bars COUNTY ROUTE TOTAL PROJECT " NO SHEETS SBd MM10 14.8/15.5 536 1 566 1 1 /1 2/10 QROFESS/ON 7E 1ST RED CIVIL ENGINEER DATE �o 41 .e Fy = Brett NOkley = 1/6/11 " C66397 PLANS APPROVAL DATE No. Exp. State of Cali(ornio or its officers or agents 4`srCIVILQ��p � 7/1 not be responsible for the occurocy or srf � CA npleteness of electronic copies of this plan sheet. OF LIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 15 17.5 L - 22.5 25 U ` Top soi I 12 _ reinf. mesh 18 Q o 2@W11xW11+6"x9" U) 5@W11xW11+6"x18" 5@W11xW11+6"x18" U) C 2@W11xW11+6"x12" Q) L / Bottom soil = ', 5@W11xW11+6"x24" o reinf, mesh, 1@W11xW11+6"x18" 3@W11xW11+6"x24" see Note 1 , DISREGARD PRINTS BEARING L * U V) X C a 2@W11xW11+6"x24" a) - • _ > �o T TYPE I'D" TOP PANEL 1..=1,-O'' * 6" where mat spacing is � 2'-6" Note 5� #4 @ 8" Max — stagger on each side of #4 vertical bars COUNTY ROUTE TOTAL PROJECT " NO SHEETS SBd MM10 14.8/15.5 536 1 566 1 1 /1 2/10 QROFESS/ON 7E 1ST RED CIVIL ENGINEER DATE �o 41 .e Fy = Brett NOkley = 1/6/11 " C66397 PLANS APPROVAL DATE No. Exp. State of Cali(ornio or its officers or agents 4`srCIVILQ��p � 7/1 not be responsible for the occurocy or srf � CA npleteness of electronic copies of this plan sheet. OF LIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 t TYPE "E" TOP PANEL 1 =1 ,-0. TABLE 1: WELDED WIRE MAT SOIL REINFORCEMENT LAYOUT Design H 15 17.5 L _ 22.5 25 c' ' Top soli 12 14 reinf, mesh 18 Q 2@W1 1 xW1 1 +6"x9" 2@W11xW11+6"x9" U) 5@W11xW11+6"x18" 5@W11xW11+6"x18" Q) 2@,W11xW11+6"x12" 2@W11xW11+6"x12" L 4@W11xW11+6"x24" 5@W11xW11+6"x24" 0 Intermediate ° 1@W11xW11+6"x18" 3@W11xW11+6"x24" soil reinf. DISREGARD PRINTS BEARING REVISION PATES mesh, see Note 2 2@W11xW11+6"x24" CONTRACT NO.: 08-468104 EARLIER REVISION DATES !7 10 it/lino O1 10 FILE => sREOUEST U 0 Bottom soil reinf, mesh - L -- -- U = M _ t TYPE "E" TOP PANEL 1 =1 ,-0. TABLE 1: WELDED WIRE MAT SOIL REINFORCEMENT LAYOUT Design H 15 17.5 20 22.5 25 BW 11 12 14 16 18 configuration, Top Down 2@W1 1 xW1 1 +6"x9" 2@W11xW11+6"x9" 2@W11xW11+6"x9" 5@W11xW11+6"x18" 5@W11xW11+6"x18" Reinforcing Mesh 2@,W11xW11+6"x12" 2@W11xW11+6"x12" 3@W11xW11+6"x18" 4@W11xW11+6"x24" 5@W11xW11+6"x24" configuration, Top Down * 1@W11xW11+6"x18" 1@W11xW11+6"x18" 3@W11xW11+6"x24" DISREGARD PRINTS BEARING REVISION PATES 1@W11xW11+6"x24" 2@W11xW11+6"x24" CONTRACT NO.: 08-468104 EARLIER REVISION DATES Design H 27.5 30 32.5 35 37.5 BW 19 21 23 25 26 Reinforcing Mesh 5@W11xW11+6"x18" 10@W11xW11+6"x24" 10@W11xW11+6"x24" 10@W11xW11+6"x24" 10@W11xW11+6"x24" configuration, Top Down 5@W11xW11+6"x24" 2@W15xW11+6"x30" 3@W15xW11+6"x30" 4@W15xW11+6"x30" 5@W15xW11+6"x30" Brett Mokley 1@W11xW11+6"x30" * Mesh configuration = # of mats @ longitudinal wire size x transverse wire size + longitudinal wire spacing x transverse wire spacing PREPARED FOR THE BRIDGE NO. RETAINING WALL 790 STATE OF CALIFORNIA Brett Mokley 54EO106 DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES 15.2 PANEL DETAILS NO. 1 UNIT: 2232 DISREGARD PRINTS BEARING REVISION PATES 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES !7 10 it/lino O1 10 FILE => sREOUEST 3'' min clr Typ See Note 1 7 3'-0" dia CIDH pile centered between welded wire mats, see "ROAD PLANS" N 0 t A-.6 o o z 0 O E In a) t L VV PLAN OF MODIFIED PANELS /2"=1'-0" L 31/2 x 31/2 x Y6 ASTM A36M Galvanized Type 61A-5-100 signal pole, see "ROAD PLANS' Longitun ial wires, Typ E 3 Transverse o wires, Typ a7 0 SECTION A -A I/2"=1 - 0.. Slot 7/8" x 1" 4 locations 7/8" - W - W V t� 6" 1 6" L 1'-0" 6" 6" �_l 3'-0" NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. PANEL CONNECTOR DETAIL 3"=1'-0" Modified Type "E" panel CL Panel Connector, Typ a/ U Modified Type "A'' panels Modified Type "D" PC -1 Deto i I A C Panel ----------- Connector � Typ N Bottom of top panel Modifie Type "A ----------- panels Longitudinal wires, Typ SECTION B -B 1/2"=1 '-0" c a M •— T EI SECTION C -C /2"=1 '-0" Welded wire connector mat ,,— Longitudinal wire Panel connector 3/4" Expansion bolt, Galvanized. Field drill and install 31/4 DETAIL A Y=1 '-0" 1ST COUNTY I ROUTE TOTAL PROJECT I " NO SHEETS 08 1 SBd 10�lJ1 Panel connector LB PREPARED FOR THE STATE OF CALIFORNIA Brett Makley NO. 1 1 /1 2/10 RE 1ST RED CIVIL ENGINEER QQOFESS/aN DATE DESIGN OVERSIGHT .e Fy 9"]5 spaces5 spaces 9" VV PLAN OF MODIFIED PANELS /2"=1'-0" L 31/2 x 31/2 x Y6 ASTM A36M Galvanized Type 61A-5-100 signal pole, see "ROAD PLANS' Longitun ial wires, Typ E 3 Transverse o wires, Typ a7 0 SECTION A -A I/2"=1 - 0.. Slot 7/8" x 1" 4 locations 7/8" - W - W V t� 6" 1 6" L 1'-0" 6" 6" �_l 3'-0" NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. PANEL CONNECTOR DETAIL 3"=1'-0" Modified Type "E" panel CL Panel Connector, Typ a/ U Modified Type "A'' panels Modified Type "D" PC -1 Deto i I A C Panel ----------- Connector � Typ N Bottom of top panel Modifie Type "A ----------- panels Longitudinal wires, Typ SECTION B -B 1/2"=1 '-0" c a M •— T EI SECTION C -C /2"=1 '-0" Welded wire connector mat ,,— Longitudinal wire Panel connector 3/4" Expansion bolt, Galvanized. Field drill and install 31/4 DETAIL A Y=1 '-0" 1ST COUNTY I ROUTE TOTAL PROJECT I " NO SHEETS 08 1 SBd 10�lJ1 14.8/15.5 537 566 PREPARED FOR THE STATE OF CALIFORNIA Brett Makley NO. 1 1 /1 2/10 RE 1ST RED CIVIL ENGINEER QQOFESS/aN DATE DESIGN OVERSIGHT .e Fy o Brett Nokley = 1/6/11 _ Na, C66397 PLANS APPROVAL DATE i, DA le State of Californio or its officers or agents Exp. CIVIL V/1 not be responsible for the accuracy 7mpleteness of electronic copies of this or s plan Sheet. rTf OF CALIFOR�p SANBAG DEPARTMENT OF TRANSPORTATION 1170 W 3RD STREET SAN BERNARD]NO, CA 92410 T.Y. LIN INTERNATIONAL SIGN OFF DATE 3550 VINE STREET, SUITE 120 ORIGINAL SCALE IN INCHES RIVERSIDE, CA 92507 Bottom of top panel NOTES: 1. Place welded wire mats to facilitate drilling of CIDH pile. 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 in plans. 4. Fractured Rib Texture not shown. DESIGN BT Tim Fuller By ��E�AED Jared Cole CNECxED PREPARED FOR THE STATE OF CALIFORNIA Brett Makley NO. RETAINING W A L L 790 DESIGN OVERSIGHT Ed DETAILS Yihon Wan Jored Cole g g PROJECT ENGINEER QUANTITIES BTTim Fuller I"Carolina Lo ez-Toro DEPARTMENT OF TRANSPORTATION P A N E L DETAILS N O . 2 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.]/16 /1 p) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SNEET Ov 07 10 it/17/10 OS 10 13 1 22 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST %" chamfer when no raised reli #4 9 8" 1 #4, Tot 11 DIST, COUNTY I ROUTE TOTAL PROJECT IANO. SHEET 08 1 SBd 1 10 14.8/15.5 538 566 /� z. .. Y / ' 13Y OQ,OF ESS /ON4e 4, R IS ERED ENGINEER - CIVIL Brett Makley = NO. C66397 PLANS APPROVAL DATE S< Exp.— The xp. The State of California or its officers or agents ,r, CIVIL a shall not be responsible for the occurOcy or 4TE. OF CALIFOR�\ completeness of electronic copies of this plan sheet. SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 See "VERTICAL JOINT DETAIL"[RIVERSIDE, T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 CA 92507 3r of face panel HORIZONTAL JOINT DETAIL < See "HORIZONTAL JOINT DETAIL" I I #4 Tot 11 � equally spaced #4 ----- --- ------ .0 ---- .0 0) x a 1° Welded No wire mats v z 0 Un M I TYPE ''A'' 1 3 INTERMEDIATE PANEL 5'-0" nominal length PLAN - FACE PANEL 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. YA" x 2%" x 6" for vertical joints Y4" 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. 1. rn I CL -C n T m x N WeIded #4 A 8" Max o wire mats Z— — — — — — — — — — — — #4 Tot 6 = equally spacedLn C1 Lo T H Minor ConcreteJ, 1 -0 Leveling pad TYp TYPE "C'' 1 3 BOTTOM PANEL %.' chamfer when no raised relief Rear of face panel m Ln o 1 C — N E o Welded Z wire mat I TYPE "B" <1 3 BOTTOM HALF PANEL VERTICAL JOINT DETAIL 0 O SPECIAL DETAILS RETAINING WALL 790 STANDARD DRAWING 1 Revised detail STATE OF DIVISION OF BRIDGE NO. 54E0106 MECHANICALLY STABILIZED EMBANKMENT K. GR/SWELL ROBERTO LACALLE .E APPROVED BY RELEASED BY 2 Removed detail CALIFORNIA DETAIL N0, 1 NO`E X813 -02O- I9 RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF RELEASE DATE Removed ENGINEERING SERVICES POST MILE APPROVAL DATE 5-6-08 REVISED 3 scale DEPARTMENT OF TRANSPORTATION 15.2 DS OSO 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 ;/ /i 5/ /I 7/ /I 7/12/1 14 22 FOR REDUCED PLANSo 1 2 7 EA 468101 EARLIER REVISION DATES USERNAME => $USER $REQUEST O E 0 M L q) 3 O a z 0) 0) � m Q) In 3 0 L a Coup C 0 J Transverse wires W11 5 spaces Q 6" Longitudinal wires 5O Note 1O PLAN OF PANEL WITH WELDED WIRE MAT No scoIe Notes: O1 Distance as required to permit coupler to be swaged. �2 Place #4 bar, 3' - 2" long, centered on connector mat, but not welded to it. �3 Length equals "Base width,' of wall, except it shall not be less than 16' for the top 2 levels of mots at the top of the wall. �4 All Transverse Wires size W11 at various spacings as shown elsewhere in plans. O5 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 () = 340, y = 120 Ib/ft3 External design ¢(Backfill) = 340, y = 120 Ib/ft3 ()(Foundation) = 300 Precast concrete panels: f'c = 4,000 psi (Concrete compressive strength at 28 days) fy = 60,000 psi (Yield strength of reinforcement) Soil reinforcement: Welded wire mats: fy = 65,000 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 = 60,000 psi (Yield strength of reinforcement) MSE = Mechanically stabilized embankment Rear face of face panel 5' 1 01 Welded wire connector mat W11 2" v Coupler, min, wall thickness = 1/4" #4 2O �W20" * Welded wire mat* R= 3/4.. * Buttonheaded at coupler end SECTION B -B No scale Note: Panel reinforcement not shown. )IST, COUNTY I ROUTE ITOTAL PROJECT ANO. SHEETS 08 1 SBd 1 10 1 14.8/15.5 1 5391 566 R IS ERED ENGINEER - CIVIL 1/6/11 PLANS APPROVAL DATE The State of California or its officers or ag shall not be responsible for the accuracy or completeness of electronic copies of this PIG SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 O QROFESS 104'4( _ Brett Mokley L' N0, C66397 Exp. 4si CIVIL �P 4Tf OF CALIF OR RETAINING WALL 790 STANDARD DRAWING STATE OF BRIDGE NO. DIVISION OF 54E0106 MECHANICALLY STABILIZED EMBANKMENT APPROVED BY K. GR/SWELL RELEASED BY ROBERTO LACALLE CALIFORNIA NO`E x513-020-29 RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF RELEASE DATE ENGINEERING SERVICES POST MILE DETAIL NO. 2 APPROVAL DATE 5-6-08 5-6-08 DEPARTMENT OF TRANSPORTATION 15.2 DS OSO 2147A (ENGLISH STANDARD DRAWING 'XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES I I I I CE.3 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 EA 468101 EARLIER REVISION DATES � 3/ /i 11 5/ /I 7/ /I it/72/1 15 22 USERNAME => $USER $REQUEST MSE Face I Place vertical bearing pods where horizontal panel joint intersects vertical panel joint. Welded wire mats Leve .: a (wingwallI return wall or retaining wall) 6" Typ REAR ELEVATION MSE FACE PANEL -TO -CONCRETE WALL JOINT DETAIL 0 LEGEND: 1O 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. 02 Bond expansion joint material to the concrete wall. 03 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. 1'-0" wide strip of filter fabric bonded to adjacent panels full length of both vertical and horizontal panel points. Neoprene plug (may radially at one loc W11 x 10'-0" see Note 2 Fill void see Note Encapsulate see Note 4 NOTES: )IST, COUNTY I ROUTE ITOTAL PROJECT JNO. SHEETS 08 1 SBd 1 10 1 14.8/15.5 1 5401 566 R IS ERED ENGINEER - CIVIL 1 /6/1 1 PLANS APPROVAL DATE The State of California or its officers or ag shall not be responsible for the accuracy or completeness of electronic copies of this pia SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Front of face panel O QROFESS 104'4( _ Brett Mokley L' NO, C66397 Exp. 4si CIVIL �P 4Tf OF CALIF OR Inspection wire see Note 1 led or cored hole SECTION THRU INSPECTION WIRE 1. Center inspection wire in face panel. 2. Fabricate inspection wires from W11 wire representative of the welded wire mats, with %" dia - 16 UNC threads for at least 11/2" 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 790 STANDARD DRAWING 1 Revised detail STATE of DIVISION OF BRIDGE NO. MECHANICALLY STABILIZED EMBANKMENT R ELL R K. G/SWOBERLLL APPROVED BY RELEASED BY TO ACAE CALIFORNIA 54E0106 NO`E x513 -020-3e RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF RELEASE DATE ENGINEERING SERVICES POST MILE DETAIL N0, 3 APPROVAL DATE 5-6-08 REVISED DEPARTMENT OF TRANSPORTATION 15.2 DS OSO 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES I I I CE.3 08224 DISREGARD PRINTS BEARING RE 11SION DATES (PRELIMINARY STAGE ONLY I SHEET OF FOR REDUCED PLANS 0 1 2 3 EA 468101 EARLIER REVISION DATES � 3/ /i 5/ /I 7/ /1 11/12/7 16 22 USERNAME => $USER $REQUEST RW LOLL 1'-0" Concrete Barrier Type 26 (Mod1) #5 L @ 9" #4 ,I a 18" �Qoi 2" Clr 7 MSE face panel 6'-53/4" Slope to match sidewalk a a a a 19 G 0 #4 O 18" J1 a be a be a be abe a #5 e 1'-0� Bar designation 10 --- ------------------ ---- 1 #5 8 spaces @ 6" min 3" 4 CONCRETE BARRIER TYPE 26 (MOD1) 0 ON MSE WALL BARRIER SLAB No score Concrete Barrier Type 732 (Mod) Concrete Barrier Type 736 (Mod) Layout Line— Barrier Slab _ Top of Wall T-0O" � I N N 2"Clr Face panel See Note 4 1 -5%4' 6'-0" 5 #4 tot. 11 2'-0, 6 11 9 r—/-(� P I I a N� Back face of barrier a� Bar designation 10 � __ I abc a_bc a_bcaBar designation 10 1 #5 9" 1'-0" 6 Spaces a 6" 3' 4 min #5 @-1'-0 -- Ba barrier slab NOTES: 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. Sidewalk, see "ROAD PLANS" 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. O5 6.For pull box locations and details, see ELECTRICAL PLANS" Short ® and (9), QT .J eaafl 51 ae ' "' --1 of pull box Note 6 PLAN OF PULL BOX IN BARRIER SLAB 0 No scale NOTE: Only top mat of barrier slab reinforcement shown. DIST, COUNTY I ROUTE ITOTAL PROJECT IAISHEETS 08 SBd /�J /��10�!// 14.8/15.5 541 566 Y / 13Y O QPOFESS /ON4e 4, R IS ERED ENGINEER - CIVIL Brett Mokley = No. C66397 PLANS APPROVAL DATE S< Exp. The State of California or its officers or agents ,rf CIVIL a shall not be responsible for the accuracy or 4Tf OF CA IV completeness of electronic copies of this plan sheet. SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND: 1O 1" Expanded polystyrene. O2 2" Expanded polystyrene. Recess expanded polystyrene 2" Into barrier slab. O3 Contact joint. O4 Welded Wire Mat Soil reinforcement. O5 #5Q 1'-4" (To be in place prior to 6/4 barrier barrier slab concrete). O6 #5 L.. @ 8 -(To be in place prior to 61/4 barrier slab concrete). O7 #5 3'-4 O8 #5 F-- 8 1'-0" bundled with 9O bars. O2 9O #5 C4 1 ' -0" O10 "a" bar = #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 HMA Overlay on barrier slab, see "ROAD PLANS'' /p 12 4'-0" wide pavement reinforcing fabric. O5 13 3/g" expansion joint filler 4 14 Electrical conduits, see "ELECTRICAL PLANS" SECTION AT TOP OF WALL WITH BARRIER SLAB 0 SPECIAL DETAILS WITH PAVING NOTCH AND CONCRETE BARRIER No scale RETAINING WALL 790 STANDARD DRAWING 1 Revised detail 4 Added Detail STATE OF DIVISION OF BRIDGJN%. 54E0 MECHANICALLY STABILIZED EMBANKMENT K. GR/SWELL ROBERTO LACALLENO`E APPROVED BY RELEASED BY RESPONSIBLE TECHNICAL SPECIALIST Revised note 5 Added Note CALIFORNIA DETAIL N0, 4 xsl3-020-4e RESPONSIBLE OFFICE CHIEF APPROVAL DATE 5-6-08 RELEASE DATE REVISED 3 Removed detaiI DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES POST 15 D$ OSO 2147A (ENGLISH STANDARD DRAWING "%S" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES I I I I I I Cu 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 3/ /1 5/ /1 01, /1 1/12/10 17 22 FOR REDUCED PLANS 0 1 2 3 EA 468101 EARLIER REVISION DATES � USERNAME => $USER $REQUEST Note 1 2' LayouT L C7 N D No Leveling 2' 8" Underdrain ®' ADDENDUM 3 LIMITS OF EXCAVATION No ii 8" Underdrain AQ ADDENDUM 3 SLOPING FINISHED SURFACE above Elev. top Ided wire mats 2 Existing ground line FS or excavation limits - t9 3'-0" 3'-0" EXCAVATION BACKFILL 2' -0'' OUTLET OR CLEANOUT PIPE FOR UNDERDRAIN No Scale Note 1 ABBREVIATIONS LEGEND OG Original ground Limits of structure excavation FS Planned finished surface Limits of structure backfill GP Planned grading plane Limits of permeable material CL 8" Underdrain ADDENDUM 3 ROADWAY SECTION WITH BASE WIDTH 16' OR GREATER LIMITS OF BACKFILL No -al- AP ROVED ale APPROVED BY K. GR/SWELL RELEASED BY ROBERTO LACALLE C, Added deta I I FILE x s 1 3 - 020- 6 e RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF �f NO. APPROVAL DATE 5-6-08 RELEASE DATE 5-6-08 DS. OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINALSCALE IN INCHES FOR REDUCED PLANS 2 Note 1 2'-0 a to 2 16'-0"QL 8- Underdrain czk ADDENDUM 3 ROADWAY SECTION WITH BASE WIDTH LESS THAN 16' DIST, 1 COUNTY I ROUTE I POST MILES I SHEETI TOTAL TOTAL PROJECT I N0. ISHEETS 08 1 SBd 1 10 1 14.8/15.5 1 542 566 REQI S.'ERED ENGINEER CIVIL 1v z, 1/6/11 No. :. PLANS APPROVAL DATE Exp.- xp. The State of California or its officers The shall not be responsible for the completeness of electronic copies or agents sr CIVI L c accuracy or qrP of CAL FT` 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. 1. Limits to FS except to GP when in roadway section. 2. Locate 8" perforated under -drain below bottom level of welded wire mats. 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. I Base width I ADDENDUM 3 I INAITC np nvFRF:ur A V A TinNl n AND RECOMPACTION No Scale SPECIAL DETAILS RETAINING WALL 790 STATE O F BRIDGE o 6oDIVISION OF MECHANICALLY STABILIZED EMBANKMENT CALIFORNIA ENGINEERING SERVICESPOST MILE DEPARTMENT OF TRANSPORTATION DETAIL NO. 6 C U U 8 2 2 4 DISREGARD PRINTS BEARING REV 151oN BATES (PRELIMINARY STAGE OrvLr) 0 EA 468101 EARLIER REVISION DATES - USERNAME _> TY LIN-Riv 54-Rw790-xs13-020-6e.- Note 1 C- C- C) a 3 Leveling C 81 Underdrain - LIMITS OF EXCAVATION No Scale CU 8" Underdrain SLOPING FINISHED SURFACE above Elev. top Ided wire mats 2 Existing — � ground line FS or excavation limits I 3'-0" 3' -0' OUTLET CLEANOUT PIPE PIPE EXCAVATION BACKFILL 1 -0' OUTLET OR CLEANOUT PIPE FOR UNDERDRAIN No Scale Note 1 ABBREVIATIONS LEGEND OG Original ground ® Limits of structure excavation FS Planned finished surface ® Limits of structure backfill GP Planned grading plane 0 Limits of permeable material I CU 8" Underdra i n .I ROADWAY SECTION WITH BASE WIDTH 16' OR GREATER Note 2 11 02 Note 1 1'-( to 2 16'-0' CL 8" Underdrain t � ROADWAY SECTION WITH BASE WIDTH LESS THAN 16' DIST, COUNTY I ROUTE ITOTAL PROJECT IJNO. SHEETS 08 1 SBd 10�!/ 1 14.8/15.5 1 542 566 Q,OF ESS /ON4e 4, R IS ERED ENGINEER - CIVIL W Brett Makley = No. C66397 PLANS APPROVAL DATE S< Exp.- The xp. The State of California or its officers or agents ,r, C IV IL a shall not be responsible for the accuracy or 4pe OF CALIFOR�\ completeness of electronic copies of this plan sheet. SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 NOTES: 1. Limits to FS except to GP when in roadway section. 2. Locate 8" perforated underdrain below bottom level of welded wire mats. 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. 1 � 1 Base width I oT _ II LIMITS OF OVEREXCAVATION AND RECOMPACTION No Scale LIMITS OF BACKFILL SPECIAL DETAILS No Scale RETAINING WALL 790 STANDARD DRAWING Added STATE OF DIVISION OF BRIDGE NO. MECHANICALLY STABILIZED EMBANKMENT APPROVED BY K. GR/SWELL RELEASED BY ROBERTO LACALLE RESPONSIBLE TECHNICAL SPECIALIST 1O detail CALIFORNIA 54EO106 NO`E xsl3-020-6e RESPONSIBLE OFFICE CHIEF RELEASE DATE ENGINEERING SERVICES POST MILE DETAIL N0, 6 APPROVAL DATE 5-6-08 5-6-08 DEPARTMENT OF TRANSPORTATION 15.2 D$ 7GSO (ENGLISH STANDARD DRAWING "xS" BORDER REV. 01/11/06) ORIGINAL SCALE IN INCHES I I I I I I Cu 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 EA 468101 EARLIER REVISION DATES � 3/ /1 s/ /1 O7 /I 11/12/7 18 22 USERNAME => $USER $REQUEST FILE => $REOUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 DIST COUNTY I ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS BENCHMARKS: OS SBd 10 14.8/15.5 543 566 Horizontal coordinates are CCS NAD -83 (NSRS2007) Vertical control based on NAVD-88 (NGS NAVD88) To Rancho Cucamonga To Bloomington f f(7I 11/12/10 REGISTERED CIVIL ENGINEER DATE Q,ofESSION 47 Pt. 1026 N: 1846460.090 E: 6727117.050 Elevation: 1098.203 "11 " 6 T , g �o goo " SET MAG NL & FLASH NB CITRUS 400'* S' LY OF RAILS a ' , 795 ti S.PIRATHIVIRAJ Pt. 1076 B g T90 A-09-147 A-09-146 N87°44'4' 1 /6/1 1 C71662 PLANS APPROVAL DATE z No. a 800 + N: 1847146.214 E: 6717897.129 Elevation: 1118.852 4 "C14" 795 s ® z g 7 B 12/31/11 The Stole of Colifornio or its officers or agents 41 E.P. ri si4 CIVIL FD CHIS X" IN WALK/BCR SE COR CITRUS AND EB ON-RAMP e g po sholl not be responsible for the occurocy or rF \P RW No. 790 completeness of sconne0 copies of this pion sheet. of CA If Pt. 5003 N: 1846901.873, E: 6726986.553 Elevation: 1085.900 SANBAG SET REBAR W/ 'AECP LS 4430" PLUG 30't STY OF RAILS, 100 't W" LY OF CITRUS 1 1 70 W 3RD STREET Pt. 5004 SAN BERNARDINO, CA 92410 N: 1846909.878, E: 6727206.247 Elevation: 1086.009 'AECP EARTH MECHANICS, INC. SET REBAR W/ LS 4430" PLUG 30't S' LY OF RAILS, 100'* E' LY OF CITRUS 17800 NEWHOPE STREET, SUITE B NOTES: 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. 1" = 100" (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 blowcounts to Standard Penetration Test (SPT) blowcounts is 0.5. +1120 +1120 +1110 GC CO +1110 H J U) � +1100 6 o d +1100 -r, A-09-147 cu - EI. +1092.00 ft 8' +1090 0 Bulk SILTY SAND (SM): very dense, olive -gray, dry, few fine GRAVEL, mostly coarse +1090 m - - R CP SE to fine SAND, little fines, nonplastic, weak cementation ~ A — 09 —146 58 1.4 1 M m n Z 0 +1080— EI. +1081.00 ft 8' EU SILTY SAND with GRAVEL ISM): medium dense, olive -brown moist, 30 2.4 2 UW PA Poorly graded SAND with GRAVEL (SP): medium dense, olive -gray, dry, 37% fine +1080 little fine GRAVEL, mostly coarse to fine SAND, little fines, GRAVEL, 59% coarse to fine SAND, 4% fines, nonplastic, weak cementation z 23 1 4 1 0 nonplastic, weak cementation 44 1.4 3 OM 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, ILLnonplostic, +1070 7112.41 2 OM UW PA Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive- brown, dry, 40% fine GRAVEL, 52% coarse to fine SAND, 8% fines, FR-EF-/-4F2-.-4F4 weak cementation L No Recover +1070 y nonplastic, weak cementation 50/4 1.4 3 a.•OM 85/11 1.4 5 Poorl oraded SANNDD lith GRAVEL (SP): v r dense oolive-qra C little coarse to fine GRAVL, mostly coarse 'a fine SAND, trace lines;+ A Poorly graded GRAVEL with SAND (GP): very dense, gray, dry, REF/6 2.4 6 O UW nonplastic weak cementation +1060 43 2.4 4 mf coarse to fine GRAVEL little coarse to fine SAND trace OM UWgPA DS y Poorly graded SAND with SILT and GRAVEL (SP SM): very dense, olive gray, dry, +1060 fines, nonplastic,wakcementation Terminated at EI. 1061.5 ft ittle carse to fine GRA EL most) coarse to fine SAND few fines R V , Y SANDY SILT (MLI: hard, olive -brown, moist, 3% fine GRAVEL, 38% 35 1.4 5 0 medium to fine SAND, 59% fines, low plasticity, PP>4.5 tsf Drilled on 9/23/2009 nonplastic, weak cementation Hammer Energy Ratio (ERi=75%) Poorly graded SAND with SILT and GRAVEL (SP -SM): dense, olive- Groundwater not Encountered +1050 REF/4 2.4 6OMbrown, dry little coarse to fine GRAVEL, mostlycoarse to fine SAND, few fines, nonplastic, weak cementation, with SILTY SAND layer During Drilling +1050 Terminated at EI. 1050.7 ft becomes very dense Drilled on 9/23/2009 Hammer Energy Ratio (ERi=75%) +1040 Groundwater not Encountered During Drilling +1040 +1030 +1030 PROFILE VERTICAL 1'' = 10' HORIZONTAL 1'' = 40' +1020 +1020 Stationing along "I-10" Line 1 +1010 +1010 789+00 791+00 793+00 795+00 797+00 799+00 R. Zezoff DRAWN By J. Fang PREPARED FOR THE R. Jie BRIDGE NO. RETAINING WALL 790 FIELD INVESTIGATION Br: STATE OF CALIFORNIA S. Pirathiviroj 54EC106 DESIGN OVERSIGHT CHECKED By L. Cheong DATE: 09/15/09 to 09/23/09 DEPARTMENT OF PROJECT ENGINEER TRANSPORTATION POST MILES 15.2 L O G O F TEST BORINGS 1 OF 4 SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING PEVISiON 0<TES SeiEET OF p3 10 OS t0 II/I4/10 I I I I 1 19 1 22 OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES FILE => $REOUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 FILE => $REOUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 DIST COUNTY I ROUTE I POST MILES SH AL TOTAL PROJECT No SHEETS BENCHMARKS' 08 SBd 10 14.8/15.5 544 566 Horizontal coordinates are CCS NAD-83 (NSRS2007) To Rancho Cucamonga ((dd Vertical control based on NAVD-88 (NGS NAVD88) To Bloomington `i 11/12/10 a.f Esila A •4 REGISTERED CIVIL ENGINEER DATE oQ 'Yqe Pt. 1026 ••110•• IN e g 600 1 Fy N: 1846460.090 E: 6727117.050 Elevation: 1098.203 , + 795 ° A-09-008 S.PIRATHIVIRAJ o SET MAG NL & FLASH NB CITRUS 400'* S' LY OF RAILS 6 9 790 a A-09- 151 m Pt. 1076 8" N 7°44'4 •• , e ' 600 No. C71662 PLANS APPROVAL DATE EKp,t2/31/11 N: 1847146.214 E: 6717897.129 Elevation: 1118.852 , < LIA the stole of ColifOrnio ar its officers or agents CIVIL FD CHIS X' IN WALK/BCR SE COR CITRUS AND EB ON-RAMP ° 9 1=0 A : ' RW No. 790 . shall not be responsible for the accuracy or sr' \p completeness of scanned copies of this plan sheet. �` Gr caL3f0 Pt. 5003 N: 1846901.873 E: 6726986.553 Elevation: 1085.900 SANBAG SET REBAR W/ "AECP LS 4430" PLUG 30'± S'LY OF RAILS, 100 't W' LY OF CITRUS 1170 W 3RD STREET Pt. 5004 PLAN SAN BERNARDINO, CA 92410 N: 1846909.878 E: 6727206.247 Elevation: 1086.009 EARTH MECHANICS, INC. SET REBAR W/ "AECP LS 4430" PLUG 30'# S' LY OF RAILS, 100'± E' LY OF CITRUS 1" = 100' 17800 NEWHOPE STREET, SUITE B NOTES: FOUNTAIN VALLEY CA 92708 (1) This LOTB sheet was prepared in accordance with the Coltrons 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 blowcounts to e Standard Penetration Test (SPT) blowcounts is 0.5. 0O + -o C A-09-008 +1120 ti =� A-09-151 EI. +1118.70 ft +7120 B' 8 Asphalt Concrete, 2.5 ase EI. +1115.00 ft B 1 SILTY SAND (SM): loose to dense, olive, moist, few fine GRAVEL, 6 Bose Asphalt Concrete, 1.5 33 1.4 1 M mostly cgorse to fine SAND, little fines, nonplastic, weak SILTY SAND (SM): dense, olive-brown, moist, few fine GRAVEL, mostly coarse to fine SAND, cementatlon +1110 25 1 4 1 M PA �47 little fines, nonplostic, weak cementation +1110 fine GRAVEL, 697 coarse to fine SAND, 27% fines 30/67,412 O UW OS becomes very dense Bulk I J 13 �� SILTY SAND with GRAVEL (SM): dense, olive brown* moist, 11% fine GRAVEL, 62% course to +1100 fine SAND, 21% fines, nonplastic, weak cementation +1100 12711.41 4 M Poorly graded SAND with SILT and GRAVEL (SP-SM): dense, olive, moist, little fine GRAVEL, F2_6T 1.4 3 O PA CR becomes dense, 10% fine GRAVEL, 49'/, coarse to fine SAND, 41% fines mostly coarse to fine SAND, few fines, nonplastic, weak cementation 50/6 2.4 5 O UW DS SILTY SAND (SM): very dense, olive-brown, moist, few fine GRAVEL, mostly coarse to fine SAND, little fines, nonplostic, weak cementation +1090 38 i 4 6 0 PA dense, 11% fine GRAVEL, 70% coarse to fine SAND, 19% fines +1090 m 150/6"12.41 4 M UW becomes very dense, few fine GRAVEL, mostly coarse to fine SAND, nr., Z50/5 2.4 7 UW very dense, dry little fines < 31 1.4 5 becomes dense —D o I__ +1080 a 28 1 4 8 0 Poorly graded SAND with GRAVEL (SP): dense, olive-gray, dry, little coarse to fine Bulk 6 17912.41 7 O M UW DS PA Poorly graded SAND with SILT and GRAVEL (SP-SM): dense, olive brown, +1080 Z ��� Y 9 uJ2.4 9 M UW OO GRAVEL, mostly coarse to fine SAND, trace fines, nonplostic, weak cementation very dense, gray 75 1.4 8 M dry, 18% fine GRAVEL, 76% coarse to fine SAND, 6% fines, nonpiostic, weak cementation Lu +1070 52 1 4 10 OM REF/5 2.4 9 67 1.4 10 M UW Poorly graded SAND with GRAVEL (SP): very dense, roy, dry,.little M +1070 coarse o fine GRAVEL, mostly coarse to fine SAN ,trace floes, REF/5 2.4 11 M UW nonplastic, weak cementation 19012.4111 4 OM UW Poorly graded GRAVEL with SAND (GP): very dense, gray, dry, mostly coarse to fine GRAVEL, little coarse to fine SAND, trace fines, nonplostic, weak cementation 150/6"11.4112 �: M Poorly graded GRAVEL with SAND (GP): very dense, gray, dry, mostly +1060 ^' coarse to fine GRAVEL, little coarse to fine SAND, trace fines, +1060 50/6 1,4112 - OM Poorly graded SAND with GRAVEL (SP): very dense, gray, drX, little coarse to fine R /3 2.4 13 ^= M UW nonplastic, weak cementation GRAVEL, mostly coarse to fine SAND, trace fines, nonplostic, weak cementation 60 2.4 13 UW SILTY SAND (SM): dense, olive-brown, moist, few fine GRAVEL, mostly coarse to fine SAND, Terminated at EI. 1058.4 ft little fines, nonplostic, weak cementation, with SANDY SILT layer Drilled on 9/15/2009 +1050 Terminated of El. 1053.5 ft Hammer Energy Ratio (ERi=75%) +1050 Drilled on 9/16/2009 Groundwater not Encountered During Drilling Hammer Energy Ratio (ERi=75%) Groundwater not Encountered During Drilling +1040 +1040 +1030 +1030 PROFILE VERTICAL 1" = 10' HORIZONTAL 1" = 40' +1020 +1020 Stotioning along "I-10" Line +1010 +1010 797+00 799+00 801+00 803+00 805+00 807+00 R. Zezoff DRAWN By 1. Fang PREPARED FOR THE R. Jie Pirathiviraj BRIDGE NO. RETAINING WALL 790 FIELD INVESTIGATION BY: STATE OF CALIFORNIA S. 54EO106 DESIGN OVERSIGHT CHECKED By L. Cheang DATE: 09/15/09 to 09/23/09 DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES 15.2 L O G OF TEST BORINGS 2 OF 4 SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF 03 10 OS 10 II/12/10 I I I I I 1 1 20 1 22 OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES FILE => $REOUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) CEMENTATION Description Criteria Weak Crumbles or breaks with handling or A little finger pressure. Moderate Crumbles or breaks with considerable Rotary dri I led boring finger pressure. Strong Will not crumble or break with finger OR pressure. BOREHOLE IDENTIFICATION Symbol Type Description sl:e A Auger Boring sl:e R Rotary dri I led boring Strength (tsf) P Rotary percussion boring (air) OR < 0.25 Rotary drilled diamond core < 0.12 Easily penetrated several inches HD Hand driven (1 -inch soil tube) The thread cannot be rerolled after reaching the plastic limit. The lump crumbles HA Hand Auger when drier than the plastic limit. D Dynamic Cone Penetration Boring ® CPT Cone Penetration Test (ASTM D 5778-95) 0.12 to 0.25 by thumb 0 Other Note: Size in inches. C O C) 0 o Hole I.D. Top Hole EI. Casing driven 3 Description of material Size of Sampler (inches) 16 1.4 M uw uu Field & Lab Tests SPT N -Value GINSE� l (per ASTM 1586-99), Date measured P = push sample, '`- Material change or as noted Estimated material change Soil/Rock boundary Boring Date Terminated at Elev Hammer Energy Ratio (ERI) = ROTARY BORING CONSISTENCY OF COHESIVE SOILS PLASTICITY OF FINE-GRAINED SOILS Unconfined Pocket Criteria Description Compressive Penetrometer Torvane Measurement (tsf) Field Approximation Low Strength (tsf) Measurement (tsf) Top Hole Very Soft < 0.25 < 0.25 < 0.12 Easily penetrated several inches limit. Medium The thread cannot be rerolled after reaching the plastic limit. The lump crumbles by fist element (34.88 int when drier than the plastic limit. Driving rate in Easily penetrated several inches Soft 0.25 to 0.50 0.25 to 0.50 0.12 to 0.25 by thumb Medium Stiff 0.50 to 1.0 0.50 to 1.0 0.25 to 0.50 Penetrated several inches by on tip element. O F' TEST MB 156 percussion thumb with moderate effort OFF DATEPEVIS101 hammer and a 2.2" 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 6 4 2 10 20 30 Indented by thumbnail with Hard > 4.0 > 4.0 > 2 0 difficulty C: O t 0 ° Hole I.D. Top Hole EI. 1 Blows per 12" 30 Ground water (Using 28 Ib hand surface hammer with a 12" GWS Elev. drop or as noted) P Dote measured Description of Pulled Pipe -77 materials 60 p (S) Sample 500 (S)� taken Refusal 10 Boring Date Terminated at Elev HAND BORING COUNTY I ROUTE ITOTAL PROJECT I I SHEET SBd 1 10 1 14.8/15.5 1 54 51 566 REGISTERED CIVIL ENGINEER DATE �o eaOFEssloN4( W`moi ti 5. PIRATHI VIRAJ 1/6/11 u m PLANS APPROVAL DATE No. C71662 a Exp. 12/31/11 The stote of Coliforn ioor its officers or agents sholl not be responsible for the occurocyor si4 CIVI L \P coleteness of sconne0 copies of this pion sheet. lF mpOF CALIFORN SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B PLASTICITY OF FINE-GRAINED SOILS c O Description Criteria t o Nonplastic A 1/8 -inch thread cannot be rolled at any water content. W A L L 790 Low The thread can barely be rolled and the lump cannot be formed when drier than the Top Hole plastic limit. FIELD INVESTIGATION By STATE OF CALIFORNIA S. Pirathiviroj The thread is easy to roll and not much time is required to reach the plastic limit. Medium The thread cannot be rerolled after reaching the plastic limit. The lump crumbles a Dote measured element (34.88 int when drier than the plastic limit. Driving rate in 6O It takes considerable time rolling and kneading to reach the plastic limit. The thread High can be rerolled several times after reaching the plastic limit. The lump can be formed DATE: 09/15/09 to 09/23/09 DEPARTMENT OF TRANSPORTATION without crumbling when drier than the plastic limit. 56 C: O t 0 ° Hole I.D. Top Hole EI. 1 Blows per 12" 30 Ground water (Using 28 Ib hand surface hammer with a 12" GWS Elev. drop or as noted) P Dote measured Description of Pulled Pipe -77 materials 60 p (S) Sample 500 (S)� taken Refusal 10 Boring Date Terminated at Elev HAND BORING COUNTY I ROUTE ITOTAL PROJECT I I SHEET SBd 1 10 1 14.8/15.5 1 54 51 566 REGISTERED CIVIL ENGINEER DATE �o eaOFEssloN4( W`moi ti 5. PIRATHI VIRAJ 1/6/11 u m PLANS APPROVAL DATE No. C71662 a Exp. 12/31/11 The stote of Coliforn ioor its officers or agents sholl not be responsible for the occurocyor si4 CIVI L \P coleteness of sconne0 copies of this pion sheet. lF mpOF CALIFORN SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET, SUITE B DYNAMIC CONE PENETRATION BORING CONE PENETRATION TEST (CPT) SOUNDING R. Zezoff C O c O PREPARED FOR THE R. Jie t o Hole I.D. W A L L 790 Hole I.D. Top Hole El. Top Hole EI. FIELD INVESTIGATION By STATE OF CALIFORNIA S. Pirathiviroj NC No Count recorded,2 GWS Elev. Pressure measured along sleeve friction Pushed a Dote measured element (34.88 int Pressure measured Driving rate in 6O area) divided by on tip element (2.33 int area) seconds per 12" 37 pressure measured DATE: 09/15/09 to 09/23/09 DEPARTMENT OF TRANSPORTATION (using a Stanley 56 on tip element. O F' TEST MB 156 percussion 91 58 OFF DATEPEVIS101 hammer and a 2.2" 65 DISREGARD PRINTS BEARINGOGS cone, or as noted) 43 0 10 OS t0 1111211021j 113 180 09 15 6 4 2 10 20 30 100 2 0 Friction Ratio (%) Tip Bearing (MPo) Boring Date Boring Date DYNAMIC CONE PENETRATION BORING CONE PENETRATION TEST (CPT) SOUNDING R. Zezoff DRAWN By J. Fan 9 PREPARED FOR THE R. Jie RETAINING W A L L 790 FIELD INVESTIGATION By STATE OF CALIFORNIA S. Pirathiviroj 54E0106 DESIGN OVERSIGHT CHECKED B. L. Chean g DATE: 09/15/09 to 09/23/09 DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES 15.2SIGN L O G O F' TEST B O R I N G S 3 O F 141� OFF DATEPEVIS101 ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARINGOGS DGTES SeiEETz 0 10 OS t0 1111211021j CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 I Z 7 PROJECT NUMBER $ PHASE: 08000007451 EARLIER REVISION DATES FILE => $REOUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 No SHEET REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) DIST COUNTY ROUTE TOTAL PROJECT08 1 SBd 1 10 1 14.8/15.5 1 546 1 566 GROUP SYMBOLS AND NAMES Graphic/Symbol Group Names Graphic/Symbol Group Names ® ®Well 5 - 10 -graded GRAVEL 0 Dense Lean CLAY Very Dense GW Sand Coarse No. 10 to No. 4 Lean CLAY with SAND ® 0 . Fine Well -graded GRAVEL with SAND CHECKED By Lean CLAY with GRAVEL DATE: 09/15/09 to 09/23/09 DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES 15.2 L O G CL SANDY lean CLAY SANDY lean CLAY with GRAVEL 0o Oo SIGN OFF DATE Poorly graded GRAVEL 0 0 0° GP REIIS10e DATES SHEET GRAVELLY lean CLAY o PROJECT NUMBER & PHASE: 08000007451 EARLIER ON DATS TESNG� O3 10 OS t0 II/12/10 GRAVELLY lean CLAY with SAND ® 22 � Well -graded GRAVEL with SILT SILTY CLAY GW -GM SILTY CLAY with SAND ® Well -graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL CL -ML SANDY SILTY CLAY ® Well -graded GRAVEL with CLAY (or SILTY CLAY) SANDY SILTY CLAY with GRAVEL ® GW -GC Well-qraded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY (or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND 0o Poorly graded GRAVEL with SILT SILT o14 GP -GM SILT with SAND o Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL 0 ML SANDY SILT o 00 ° Poorly graded GRAVEL with CLAY (or SILTY CLAY) SANDY SILT with GRAVEL o GP -GC SAND((orrrSIILTdYGCLAYLandtSAND)Y and GRAVELLY SILT o D° GRAVELLY SILT with SAND C, 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 a CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC X/' GRAVELLY ORGANIC lean CLAY 11, oa CLAYEY GRAVEL with SAND I GRAVELLY ORGANIC lean CLAY with SAND SILTY, CLAYEY GRAVEL ORGANIC SILT R000 GC -GM ORGANIC SILT with SAND SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° Well -graded SAND SANDY ORGANIC SILT with GRAVEL SW GRAVELLY ORGANIC SILT °. Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND Poorly graded SAND Fat CLAY SP Ox Fat CLAY with SAND Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY Well -graded SAND with SILT SANDY fat CLAY with GRAVEL SW -SM GRAVELLY fat CLAY Well -graded SAND with SILT and GRAVEL GRAVELLY fat CLAY with SAND Well -graded SAND with CLAY Elastic SILT SW -SC (or SILTY CLAY) Elastic SILT with SAND Well -graded SAND with CLAY and GRAVEL (or SILTY CLAY and GRAVEL) MH Elastic SILT with GRAVEL SANDY elastic SILT Poorly graded SAND with SILT SANDY elastic SILT with GRAVEL SP -SM GRAVELLY elastic SILT Poorly SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND gggraded PoYodedCLASAND with CLAY Poor SyLT ORGANIC fat CLAY SP -SC ORGANIC fat CLAY with SAND Poorly graded SAND with CLAY and GRAVEL Ior SILTY CLAY and GRAVEL) OH ORGANIC fat CLAY with GRAVEL 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 SANDY ORGANIC SOIL with GRAVEL Q. COBBLES �. COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND FIELD AND LABORATORY TESTING OC Consolidation (ASTM D 2435) CL Collapse Potential (ASTM D 5333) CP Compaction Curve (CTM 216) CR Corrosivity Testing (CTM 643, CTM 422, CTM 41 7) CU Consolidated Undrained Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) OM Moisture Content (ASTM D 2216) OC Organic Content-% (ASTM D 2974) Op Permeability (CTM 220) PA Particle 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 OR R -Value (CTM 301) SE Sand Equivalent (CTM 217) SG Specific Gravity (AASHTO T 100) SL Shrinkage Limit (ASTM D 427) SW Swell Potential (ASTM D 4546) TV Pocket Torvane Unconfined Compression -Soil UC (ASTM D 2166) Unconfined Compression -Rock (ASTM D 2938) UU Unconsolidated Undrained Triaxial (ASTM D 2850) UW Unit Weight (ASTM D 4767) VS Vane Shear (AASHTO T 223) REGISTERED CIVIL' ENGINEER DATE 1/6/11 PLANS APPROVAL DATE Stote of Coliforn ioor its officers or agents 7/l not be respons ihle for the oCCUrocy Or ?pleteness of sconne0 copies of this Dlon sheet SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 oFEsstoh4, W`moi S. PIRATHIVIRAJ u m C71662 a Exp. 12/31/11 �s14 CIVIL \Pri lF OF CALIF EARTH MECHANICS, INC. 17800 NEWHOPE STREET. SUITE B APPARENT DENSITY OF COHESIONLESS SOILS Description SPT N 60 (Blows / 12 inches) Very loose 0 - 4 Loose 5 - 10 Medium Dense 11 - 30 Dense 31 - 50 Very Dense > 50 MOISTURE Description Criteria Dry Absence of moisture, dusty, dry to the touch Moist Damp but no visible water Wet Visible free water, usually soil is below water table PERCENT OR PROPORTION OF SOILS Description Criteria Trace Particles are present but estimated to be less than 5% Few 5 to 10% Little 15 to 25% Some 30 to 45% Mostly 50 to 100% PARTICLE SIZE Description Size Boulder > 12'' Cobble 3'' to 12'' Grovel 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 R. Zezoff DRAWN By J. Fang PREPARED FOR THE R. Jie S. Pirathiviroj 54EO106 RETAINING WALL 790 9 DESIGN OVERSIGHT FIELD INVESTIGATION By STATE OF CALIFORNIA CHECKED By L. Cheang DATE: 09/15/09 to 09/23/09 DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES 15.2 L O G OF TEST BORINGS 4 OF II 4 a SIGN OFF DATE APLALE INCHES UNIT: 2232 DISREGARREV RISII REIIS10e DATES SHEET OF ¢ OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FFORGREDUCEDNAL NS 0 I 2 7 PROJECT NUMBER & PHASE: 08000007451 EARLIER ON DATS TESNG� O3 10 OS t0 II/12/10 22 1 22 � FTI F => TRFOIIF ST ;itrus Avenue Overhead (Widen) Bridge No. 54CO064 Begin Wall 1020'- 3 %8" (Measured along "RW802" LOL 430'-0" (MSE) 192'-0" (TYPE 1 MOD) F O t - - - - - ----- - - - 14 1 F . . . . . . . . .. . . 1-1 1-1 t--1 t--1 t--1 -- Approx OG and FG along o C "RW802" LOL Datum El( 1070.00 I I 1 10+00 11+00 12+00 13+00 14+00 I U U t STANDARD PLANS DEVELOPED ELEVATION (DATED MAY 2006) , "=30'-O" 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 BACKFILL - BRIDGE SURCHARGE AND WALL BO -3 BRIDGE DETAILS LEGEND B3-1 RETAINING WALL TYPE 1 H=4'THROUGH 30' - Existing Track B3-8 RETAINING WALL DETAILS NO. 1 B11-47 CABLE RAILING--rt--t - Proposed Track B11-52 CHAIN LINK RAILING TYPE 7 B11-54 CONCRETE BARRIER TYPE 26 F- - B11-56 CONCRETE BARRIER TYPE 736E -I ES -3C ELECTRICAL SYSTEMS (CONTROLLER CABINET DETAILS) PLAN SYMBOLS - Section Identification STANDARD PLAN SHEET NO. DETAIL NO. O 0 + Citrus Ave rn v "C14" Line Begin Wall - Ste 10+00.00 "RW Ste 802+09.47 '•C 58.27 Rt 0 0 00+ Qw in N GO 0 O InIn to 801+41.62 "C14" Line to 48+48.10 CL Citrus Ave Sto 801+47.64 "CI5" Line U - Future Track 1� - Signal Pole, see "RETAINING WALL PLAN N0. 1" sheet O2 - Model 334 cabinet, see RETAINING WALL PLAN NO. 2'' sheet 'CI5" Line INDEX TO RETAINING WALL PLANS 805+00 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 12. 13. 14. 15. 16. 17. 18. 19. 20. is TITLE GENERAL PLAN N0. 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 RETAINING WALL PLAN NO. 5 RETAINING WALL PLAN NO. 6 RETAINING WALL PLAN NO. 7 MISCELLANEOUS DETAILS PANEL DETAILS N0. 1 PANEL DETAILS NO. 2 MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 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 3 LOG OF TEST BORINGS NO. 2 OF 3 LOG OF TEST BORINGS NO. 3 OF 3 ST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS 8 1 SBd /�) /�3'-�10�lJ1 14.8/15.5 547 566 I/ ! I �1 1 /1 2/10 QQOFESS/aN 31111, -ST RED CIVIL ENGINEER DATE �o 41 .e Fy 1/6/11 Brett Nokley � _ PLANS APPROVAL DATE No. C66397 i, Exp. DA State of Colifornio or its officers or agents CIVIL 7/1 not be responsible for the accuracy or s npleteness of electronic copies of this plan sheet. rTf OF CALIFOR�p SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Concrete Barrier g11-56 Type 736 (Mod) Roadway section see "ROAD PLANS"�. Barrier slab J ------------ ---------------- Soil Reinf, Typ ---------------- ---------------- Varies I� Base Width Angle Break End MSE wall and begin Type 1 Mod wall Ste 14+30.00 "RW802' LOL- Ste 806+38.78 'C15" Line 36.02 Rt / Sto 48+45.52 Citrus Ave N87041"10"E Angle Break 13+80.00 'RW802' LDL= ° o Angle Break Sto 805+88.78 'CI5" Line ° 0 N88003'1 0"E Sto 10+05.00 "RW802" LDL= "RW802' LDL= 35.40 Rt N88 23"44"E N88 03"10'E 0 Ste 802+14.47 "CI5" Line UPRR R/W to 02" LDL= 58.31 Rt (� 5 Line �^ `-' � 14+00 -I v N84°11'04"E +00 13+00 UPRR Tracks I c ---- 11+00 ----- -�_- _�-1--��-___=------ _ i. - .-•_.- _.-_..--. _.. _.-_.. -_i�f� ---111 iii _ �i� _J _J =_JF J(--�i--�F_ Roadway i-- "RW802" LOL Top of Wall MSE Wal I Panel Fractured a Rib Texture = For "QUANTITIES'', see "GENERAL PLAN NO. 2" sheet Q) C L •� o c > 0 x o BY CHECKED DESIGN Tim Fuller Jared Cole er CHECKED DETAILS LAYOUT F G 0 .N CHECKED 'I -Levelling Pad TYPICAL SECTION (MSE) 1/4'.=1 '-o" Sto 10+00.00 to 14+30.00 "RW802" LOL section see "ROAD PLANS'' 3" "RW802" LOL B3-1 LOLB11-56 Concrete Barrier Type 736A Top of Wall U1,_ Weep hole and pervious backf11 1 B0-3 3-1 g3-1 Retaining Wall = Type 1 (Mod) I Fractured I Rib Texture x In c C a) p1 L In - a >o FG PLAN TYPICAL SECTION (TYPE 1 MOD) a 1'=30"-0" For "QUANTITIES'', see "GENERAL PLAN NO. 2" sheet /q0" w o Sto 14+30.00 to 16+22.00 "RW802" LOL BY CHECKED DESIGN Tim Fuller Jared Cole er CHECKED DETAILS LAYOUT BY CHECKED PREPARED FOR THE STATE OF CALIFORNIA Brett Mokley BRIDGE NO. RETAINING W A L L 8 02 N ^ 54E0104 DESIGN OVERSIGHT POST MILES Yihong Wang Jared Cole YihOng Wang Tim Ful ler PROJECT ENGINEER OUANTIT IES eY CHECKED SPECIFICATIONS Tim Fuller Carolina Lo ez-Toro eY Jim Rucker COMFaRED SRE`S Jeremy LOHo e DEPARTMENT OF TRANSPORTATION 15.2 GENERAL P L A N N O. 1 a SIGN OFF DATE DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION OG TES OF SHEET Z 07 10 it/12/10 -1 10 1 1 20 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES FILE => sREOUEST 1020' 37/8" (Measured along "RW802" LOL) 192'-0" (TYPE 1 MOD) O ! O Top of Wall of of of Approx OG and FG along Datum Elev 1070.00 i "RW802" LOL 1 398'-37/R" (TYPE 1 ) 0i 16+00 17+00 18+00 19+00 20+00 01 Mi DEVELOPED ELEVATION 1 =30'-0 -:'-::-::-:-::-::+: - Existing Track ---t--r - Proposed Track F-1— - Future Track - UPRR R/W Structure Excavation (Retaining Wall) ® Structure Backfill (Retaining Wall) "C15" Line N87041'10"E * ADDENDUM 3 �7 �L� r� o�I LIMITS OF PAYMENT FOR EARTHWORK NIS Note: Eorthwork limits in addition to A62B 810+00 End WolI End Wall ! End Type 1 Mod wall and Begin Type 1 wall "RW802" LOL- /Sto 812+29.0 Sta 16+22.00 RW802" LOL= UPRR R/W 39.80 Rt Sto 808+30.77 CI5 Line 0 o! 37.25 Rt C3! N88003'10" E 19+00 20+00 18+00 UPRR R/W L+n ! 16+00 17+00 �I UPRR Tracks - - - - - r- - - - - - - ------ - - - ............ .......... .:-._-.. _..i.. _.:_ ._ i-.: i -7t CF -i—_i_F_ f—F—F—F—F—F—F— —F PLAN 1"=30'-0" COUNTY ROUTE TOTAL PROJECT No SHEETS SBd 10 14.8/15.5 1548 1 566 TE 1ST RED CIVIL ENGINEER DATE �o eaDFESslohq\ Fy Brett Makley 1/6/11 PLANS APPROVAL DATE No. C66397 a Exp. r State of responsible or its officers or agents �`sl CIVIL j Ill not be responsible for the accuracy or q npleteness of electronic copies of this plan sheet. OF CALIF SANBAG 1110 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92501 "RW802" LOL = B3-1 LOQ Roadway section see "ROAD PLANS" Weep hole and _ pervious BO -3 backf i I I z_, 811-56 Concrete Barrier Type 736A or Cable g11-4 Railing - Top of Wo I I FG c x E N m Retaining Wall B3-1 L Type 1 > o TYPICAL SECTION (TYPE 1) 1/4"=1 '-0.. Sto 16+22.00 to 20+20.32 "RW802" LOL .UL= ne QUANTITIES STRUCTURE EXCAVATION (RETAINING WALL) 591 CY STRUCTURE BACKFILL (RETAINING WALL) 659 CY PERVIOUS BACKFILL MATERIAL RETAINING WALL) 35 CY EARTH RETAINING STRUCTURE, LOCATION B 10,727 SF STRUCTURAL CONCRETE, RETAINING WALL 300 CY STRUCTURAL CONCRETE, BARRIER SLAB 207 CY FRACTURED RIB TEXTURE 1,080 SF BAR REINFORCING STEEL (RETAINING WALL) 20,787 LB PREPARE AND STAIN CONCRETE 20,867 SF CHAIN LINK RAILING (TYPE 7 MOD1) 40 LF CONCRETE BARRIER (TYPE 26 MOD1) 11 LF CABLE RAILING 197 LF CONCRETE BARRIER (TYPE 736A) 394 LF CONCRETE BARRIER (TYPE 736A MODIFIED) 419 LF DESIGN �' Tim Fuller Jared Cole PREPARED FOR THE BRIDGE NO. R E T A I N I N G W A L L 802 DESIGN OVERSIGHT By CHECKED By CHECKED STATE OF CALIFORNIA Brett Mokley 54EO104 DETAILS Yihong Wang Jared Cole LAvour Yihong Wang Tim Fuller PROJECT ENGINEER POST Noes QUANTITIES BY CHECKED SPECIFICATIONS By COMPARED AID SPECS DEPARTMENT OF TRANSPORTATION 15.2 G E N E R A L P L A N N O. 2 SIGN OFF DATE Tim Fuller Carolina Lopez -Toro Jim Rucker Jeremy LaHaye DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/I6/10) ORIGINAL SCALE IN INCHES I I I UNIT: 2232 DISREGARD PRINTS BEARING RE—OH DATES SHEET of FOR REDUCED PLANS o 2 J PROJECT NUMBER & PHASE: OB000007451 CONTRACT NO.:08-468104 EARLIER REVISION DATES -� 1 ou m ni I mzvn a m1 2 1 20 FILE _1 5,1-RW802-o-gpO2.dgn 1020'- 3 %B" Measured along "RW802" LOL 192'-0" (TYPE 1 MOD) O Top of Wall O O Ls a�, Approx OG and FG along J Datum Eev 1070.00 I "RW802" LOLI 398'-37/R" (TYPE 1 ) ul 16+00 17+00 18+00 19+00 20+00 °I DEVELOPED ELEVATION 1 '=30'-O" Existing Track ---I--t - Proposed Track :LF—I—U - Future Track ---------- - UPRR R/W Structure Excavation (Retaining Wall) ® Structure Backfill (Retaining Wall) 1 1� 0 TYPE t wall LIMITS OF PAYMENT FOR EARTHWORK NIS Note: Earthwork limits in addition to A62B End Wall "CI5" Line 810+00 N87041'10"E End Wall Sta 20+20.32 End Type 1 Mod wall and Begin Type 1 wall "RW802" LOL-- Sta 812+29.0 Sta 16+22.00 "RW802" LOL= UPRR R/W 39.80 Rt 0 I Sta 808+30.77 "CI5" Line --- 19+00 20+00 UPRR R/W 0 37.25 Rt o I N88°03'10"E 0 18+00 U) 16+00 17+00 CL UPRR Tracks _ _ _-__- --` F -- N - PLAN 1 "=30'-0" COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS SBd 10 14.8/15.5 548 1 566 "-)MMl�1� 1 1 /1 2/10 QROFESS/ON 7E IST RED CIVIL ENGINEER DATE �o 41 .e Fy o Brett Mokley 1 /6/1 1 _ ,o. C66397 PLANS APPROVAL DATE Exp. State of California or its officers or agents T`srrf CIVIL 7// not be responsible for the accuracy npleteness of electronic copies of this pion sheet. OF °��p CALIF SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 "RW802" LOL = B3-1 LOL Roadway section see "ROAD PLANS" Weep hole and pervious backf i I I BII-56 Concrete Barrier Type 736A or Cable B11_q Railing I Top of Wall C: = N c E Retaining WallB3-1 L N Type 1 19 ° > o LUL= Llne TYPICAL SECTION (TYPE 1 1/4"=1 '-0" Sto 16+22.00 to 20+20.32 "RW802" LOL QUANTITIES STRUCTURE EXCAVATION (RETAINING WALL) 591 CY STRUCTURE BACKFILL (RETAINING WALL) 659 CY PERVIOUS BACKFILL MATERIAL (RETAINING WALL) 35 CY EARTH RETAINING STRUCTURE, LOCATION B 10,727 SF STRUCTURAL CONCRETE, RETAINING WALL 300 CY STRUCTURAL CONCRETE, BARRIER SLAB 207 CY FRACTURED RIB TEXTURE 1,080 SF BAR REINFORCING STEEL (RETAINING WALL) 20,787 LB PREPARE AND STAIN CONCRETE 20,867 SF CHAIN LINK RAILING (TYPE 7 MOD1) 40 LF CONCRETE BARRIER (TYPE 26 MOD1) 11 LF CABLE RAILING 197 LF CONCRETE BARRIER (TYPE 736A) 394 LF CONCRETE BARRIER (TYPE 736A MODIFIED) 419 LF DESIGN TiFuller �HE�KEDJared Cole BT CHECKED B CHECKED PREPARED FOR THE STATE OF CALIFORNIA Brett Mokley BRIDGE NO. 54E0104 RETAINING WALL 802 N ^ DESIGN OVERSIGHT POST MILES DETAILS Yihong Wang Jared Cole LAYOUT YihOng Wo Fuller PROJECT ENGINEER OUANTIT IES eT Tim Fuller CHECKED SPECIFICATIONS RY Carolina Lopez -Toro Jim Rucker COMPARED SPECS Jeremy LOHO e DEPARTMENT OF TRANSPORTATION 15.2 GENERAL P L A N N O. 2 a SIGN OFF DATE DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF Z 07 10 it/11/10 Os 10 2 20 j FOR REDUCED PLANS 0 I 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES FILE => sREOUEST # of Panels Design H = BW = Citrus Avenue Overhead Bridge No. 54CO064 S7L Begin RW--, F�707,,0 16 35' 25' Chain Link 40'-0" i1-52 Railing Type 7 (mod 1) Top of Wa I I 13 32.5' 23' Concrete p� Barrier J �o' Type 736 (Mod), Fi o �p x�h' T Y p o� 11 30' 21' -- -- D D 0.WE �O&0�81180404 ------ E D -- E--------D------p------p 18 0-101NO A@— A A@— A4o A A A A A A A A A A A A A A -D--p- A A A A A A A A A D- q A A A -- E A A A A -D A A A A --- o E .o O A + A °/ c A -J u A ,� A A 4o A A 30 A A A A A A A A A A A A q A A IENMMEEM A q A A A A A A A A@— A A S q A A A Azo A A A A A A C n C ❑ C n C C ❑ /1C C n C n C n C n UNIT: 2232 DISREGARD PRINTS BEARING REVI51oN Onr[s SHEET Or z 07 10 it/17/10 OS 10 3 20 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST Top of Wa I I 13 32.5' 23' Concrete p� Barrier J �o' Type 736 (Mod), Fi o �p x�h' T Y p o� 11 30' 21' -- -- D D - A -- D ------ E D -- E--------D------p------p /2"=1'-0" A@— A A@— A4o A A A A A A A A A A A A A A -D--p- A A A A A A A A A D- q A A A -- E A A A A -D A A A A --- o E .o O A + A °/ c A -J u A ,� A A 4o A A 30 A A A A A A A A A A A A q A A A A A 10 A q A A A A A A A A@— A A S q A A A Azo A A A A A A C n C ❑ C n C C ❑ /1C C n C n C n C n F------ Approx OG and FG along Citrus Ave. Overhead Abutment 2, "RW802" LOL TLP Elev 1083.00 see "BRIDGE PLANS" Datum Elev 1070.00 10+00 11+00 LEGEND - Proposed Track I \� - Indicates limits of welded wire mat TLP - Top of leveling pod BW - Base width DEVELOPED ELEVATION 1"=10,-o" i e rot+ -v- I vv Signal pole, Note 2 Sto. 802+38.24 "C15" Line 37.51' Rt 1105 ____----- ---- 1100 _ 1095 Citrus Avenue _ o Overhead Abut 2 footing Barrier slab { o LO + i n l l logo — Wo a 10+00.00 "RW802 LO 11+00 c "RW802" LOL- UPRR Tracks r --10+00 - ----- I-------, a UPRR R/W I -----------+----- N I--- --- -�+ - ----------- ----------- —I---------- ---------- ----- L ---- - — I----- --- Indicates interval in years from time of construction to time of removal of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3'' sheet 20 Indicates modified panel. A * For details, see "PANEL DETAILS NO. 2" sheet Indicates panel type designation. For details see PANEL DETAILS NO. 1" through "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1" sheets PANEL LEGEND NO SCALE NOTES: 1. For MSE wall and abutment joint detail, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3'' sheet. 2. For signal pole details, see "ROAD PLANS". For signal pole foundation in modified welded wire mats, see "PANEL DETAILS NO. 2'' sheet. 3. For Fractured Rib Texture details, see "MISCELLANEOUS DETAILS'' sheet. Fractured Texture FG (A, - SAMPLE SAMPLE MSE WALL ELEVATION WITH FRACTURED RIB TEXTURE ST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS 8 1 SBC 10�lJ1 14.8/15.5 549 1 566 1 1 /1 2/10 Qa.FESS/aN 7E 1ST RED CIVIL ENGINEER DATE �o a� .e Fy Brett NOkley = 1/6/11 _ PLANS APPROVAL DATE a No. C66397 i, Exp. DA State of Californio or its officers or agents CIVIL 7/1 not be responsible for the accuracy or rs npleteness of electronic copies of this plan sheet OF OF CALIFOR�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 No Scale /2"=1'-0" o PLAN S 1"=10, -o" a 0 X Br DESIGN Tim Fuller Br DETAILS CHECKED Jared Cole CHECKED PREPARED FOR THE STATE OF CALIFORNIA Brett Makley BRIDGE N°. RETAINING W A L L 8 02 CC 0 • 54EO104 DESIGN OVERSIGHT POST MILES Yihon Wan Jared Cole 9 9 PROJECT ENGINEER II X QUANTITIES er Tim Ful ler �HCar.I ina L.ez-Toro DEPARTMENT OF TRANSPORTATION 15.2 R E T A I N I N G WALL P L A N NO. 1 g a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVI51oN Onr[s SHEET Or z 07 10 it/17/10 OS 10 3 20 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST # of Panel Design H = BW = 30' 21' 12 25' 18' Top of Wall ..L E 22.5' 16, �000o0o0e01 U Approx OG and FG along I a iTLP Elev 1083.00 "RW802" LOL TLP Elev 1085.50 (Datum EIev 1070.00 12+00 13+00 DEVELOPED ELEVATION 1"=10'-O" 1095 Detail A o o Io 1\ 12+00 c m 4 "RW802" LOL= UPRR R/W I v cof UPRR Tracks — — -- --- ----- L --- ---- -14------- — -------- --- LID a--- -L-----------L — — — — I _------ —— —— — —— -- J ---- PLAN 1' =10'-0" Indicates interval in years from time of construction to time of removal of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet 20 A ;Indicates panel type designation. For details see PANEL DETAILS NO. 1" through "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1" sheets PANEL LEGEND NO SCALE LEGEND Back of barrier Back face of concrete barrier :J— 1--T - Proposed Track F / Indicates limits of welded wire mat TLP - Top of leveling pad BW - Base width NOTES: 1. For details not shown, see "ROAD PLANS" and ES -3C 2. Adjust barrier slab reinforcing to clear anchor bolts. "RW8G� 1ST COUNTY I ROUTE TOTAL PROJECT " NO SHEETS 08 1 SBd 14.8/15.5 550 566 /�)/�10�lJ1 I/ / ' 1 �:: j`11121110 ,,,,Ss,, CIVIL RE IST RED CIVIL ENGINEER DATE 54EO104 .e Fy POST MILES Brett NOkley = 1/6/11 _ NO C66397 PLANS APPROVAL DATE Yihon9 Wang Jored Cole PROJECT ENGINEER i, Exp. DA le State of Californio or its officers or agents CIVIL V/1 not be responsible for the accuracy 7mpleteness of electronic copies of this ors plan sheet. rTf OF CALIFOR�p SANBAG CH Caoino Lo ez-Toro lSIGN 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RETAINING WALL PLAN N O. T.Y. LIN INTERNATIONAL a 3550 VINE STREET, SUITE 120 DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) RIVERSIDE, CA 92507 ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVI51oN DATES SHEET Or 07 10 it/17/10 OS 10 4 1 20 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST 0=Q=0=mums 12 25' 18' Top of Wall ..L E 22.5' 16, �000o0o0e01 U Approx OG and FG along I a iTLP Elev 1083.00 "RW802" LOL TLP Elev 1085.50 (Datum EIev 1070.00 12+00 13+00 DEVELOPED ELEVATION 1"=10'-O" 1095 Detail A o o Io 1\ 12+00 c m 4 "RW802" LOL= UPRR R/W I v cof UPRR Tracks — — -- --- ----- L --- ---- -14------- — -------- --- LID a--- -L-----------L — — — — I _------ —— —— — —— -- J ---- PLAN 1' =10'-0" Indicates interval in years from time of construction to time of removal of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet 20 A ;Indicates panel type designation. For details see PANEL DETAILS NO. 1" through "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1" sheets PANEL LEGEND NO SCALE LEGEND Back of barrier Back face of concrete barrier :J— 1--T - Proposed Track F / Indicates limits of welded wire mat TLP - Top of leveling pad BW - Base width NOTES: 1. For details not shown, see "ROAD PLANS" and ES -3C 2. Adjust barrier slab reinforcing to clear anchor bolts. "RW8G� 1ST COUNTY I ROUTE TOTAL PROJECT " NO SHEETS 08 1 SBd 14.8/15.5 550 566 /�)/�10�lJ1 I/ / ' 1 �:: j`11121110 ,,,,Ss,, CIVIL RE IST RED CIVIL ENGINEER DATE 54EO104 .e Fy POST MILES Brett NOkley = 1/6/11 _ NO C66397 PLANS APPROVAL DATE Yihon9 Wang Jored Cole PROJECT ENGINEER i, Exp. DA le State of Californio or its officers or agents CIVIL V/1 not be responsible for the accuracy 7mpleteness of electronic copies of this ors plan sheet. rTf OF CALIFOR�p SANBAG CH Caoino Lo ez-Toro lSIGN 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RETAINING WALL PLAN N O. T.Y. LIN INTERNATIONAL a 3550 VINE STREET, SUITE 120 DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) RIVERSIDE, CA 92507 ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVI51oN DATES SHEET Or 07 10 it/17/10 OS 10 4 1 20 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST E 22.5' 16, �000o0o0e01 U Approx OG and FG along I a iTLP Elev 1083.00 "RW802" LOL TLP Elev 1085.50 (Datum EIev 1070.00 12+00 13+00 DEVELOPED ELEVATION 1"=10'-O" 1095 Detail A o o Io 1\ 12+00 c m 4 "RW802" LOL= UPRR R/W I v cof UPRR Tracks — — -- --- ----- L --- ---- -14------- — -------- --- LID a--- -L-----------L — — — — I _------ —— —— — —— -- J ---- PLAN 1' =10'-0" Indicates interval in years from time of construction to time of removal of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet 20 A ;Indicates panel type designation. For details see PANEL DETAILS NO. 1" through "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1" sheets PANEL LEGEND NO SCALE LEGEND Back of barrier Back face of concrete barrier :J— 1--T - Proposed Track F / Indicates limits of welded wire mat TLP - Top of leveling pad BW - Base width NOTES: 1. For details not shown, see "ROAD PLANS" and ES -3C 2. Adjust barrier slab reinforcing to clear anchor bolts. "RW8G� 1ST COUNTY I ROUTE TOTAL PROJECT " NO SHEETS 08 1 SBd 14.8/15.5 550 566 /�)/�10�lJ1 I/ / ' 1 �:: j`11121110 ,,,,Ss,, CIVIL RE IST RED CIVIL ENGINEER DATE 54EO104 .e Fy POST MILES Brett NOkley = 1/6/11 _ NO C66397 PLANS APPROVAL DATE Yihon9 Wang Jored Cole PROJECT ENGINEER i, Exp. DA le State of Californio or its officers or agents CIVIL V/1 not be responsible for the accuracy 7mpleteness of electronic copies of this ors plan sheet. rTf OF CALIFOR�p SANBAG CH Caoino Lo ez-Toro lSIGN 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RETAINING WALL PLAN N O. T.Y. LIN INTERNATIONAL a 3550 VINE STREET, SUITE 120 DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) RIVERSIDE, CA 92507 ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVI51oN DATES SHEET Or 07 10 it/17/10 OS 10 4 1 20 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST U Approx OG and FG along I a iTLP Elev 1083.00 "RW802" LOL TLP Elev 1085.50 (Datum EIev 1070.00 12+00 13+00 DEVELOPED ELEVATION 1"=10'-O" 1095 Detail A o o Io 1\ 12+00 c m 4 "RW802" LOL= UPRR R/W I v cof UPRR Tracks — — -- --- ----- L --- ---- -14------- — -------- --- LID a--- -L-----------L — — — — I _------ —— —— — —— -- J ---- PLAN 1' =10'-0" Indicates interval in years from time of construction to time of removal of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet 20 A ;Indicates panel type designation. For details see PANEL DETAILS NO. 1" through "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1" sheets PANEL LEGEND NO SCALE LEGEND Back of barrier Back face of concrete barrier :J— 1--T - Proposed Track F / Indicates limits of welded wire mat TLP - Top of leveling pad BW - Base width NOTES: 1. For details not shown, see "ROAD PLANS" and ES -3C 2. Adjust barrier slab reinforcing to clear anchor bolts. "RW8G� 1ST COUNTY I ROUTE TOTAL PROJECT " NO SHEETS 08 1 SBd 14.8/15.5 550 566 /�)/�10�lJ1 I/ / ' 1 �:: j`11121110 ,,,,Ss,, CIVIL RE IST RED CIVIL ENGINEER DATE 54EO104 .e Fy POST MILES Brett NOkley = 1/6/11 _ NO C66397 PLANS APPROVAL DATE Yihon9 Wang Jored Cole PROJECT ENGINEER i, Exp. DA le State of Californio or its officers or agents CIVIL V/1 not be responsible for the accuracy 7mpleteness of electronic copies of this ors plan sheet. rTf OF CALIFOR�p SANBAG CH Caoino Lo ez-Toro lSIGN 1170 W 3RD STREET SAN BERNARDINO, CA 92410 RETAINING WALL PLAN N O. T.Y. LIN INTERNATIONAL a 3550 VINE STREET, SUITE 120 DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) RIVERSIDE, CA 92507 ORIGINAL SCALE IN INCHES Foundation for Model 334 cabinet, "ote 1 HMA overlay, see "ROAD PLANS" %4" dia J 2'' bolts tot 4, see Note 2 SECTION A -A I/2"=1 '-0" P1r-r A i1 A Foundation for Model 334 cabinet, e 1 X Br DESIGN Tim Fuller DETAILS BT CHECKED Jared Cole CHECKED PREPARED FOR THE Brett Makley STATE OF CALIFORNIA BRIDGE NO. RETAINING WALL 802 54EO104 DESIGN OVERSIGHT POST MILES Yihon9 Wang Jored Cole PROJECT ENGINEER II X B QUANTITIES Tim Fuller CH Caoino Lo ez-Toro lSIGN DEPARTMENT OF TRANSPORTATION 15.2 RETAINING WALL PLAN N O. 2 a OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVI51oN DATES SHEET Or 07 10 it/17/10 OS 10 4 1 20 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST # of F Design BW = 4 Is 10 22.5' 16' 00 x O<0• �/ n0 1<0 x X10 6 S Top of Wall 60 — -- 90 2 17.5' 12' MSE Limits of Concrete Barrier Type 736 (Mod) 9 15' 11' O oD�O J /�� x�0 9 °0 TYPE 1 (Mod) Limits of Concrete Barrier Type 736A 2 12.5 1 2' 9' 24'-0' Length along LOL Design H nsion Joint ned Plane Join ST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS 8 1 SBd /�)/�10�lJ1 14.8/15.5 551 566 TR�I/ / ' I �:: 1 1 /1 2/10 QQDFESS/bN 3EIPLST RED CIVIL ENGINEER DATE .e Fy o Brett Mokley 1/6/11 _ Na, C66397 PLANS APPROVAL DATE i, DA State of Cali (ornio or its officers or agents Exp. CIVIL 7/1 not be responsible for the accuracy orrTf s npleteness of electronic copies of this plan sheet. OF CALIFOR�p Q SANBAG DESIGN ev Tim Fuller - 1170 W 3RD STREET o o -p SAN BERNAADINO, CA 92410 -- -- -- -- T.Y. LIN INTERNATIONAL s BO- 3 CNECxEO 3550 VINE STREET, SUITE 120 3-3 54EO104 RIVERSIDE, CA 92507 Concrete g11-56 B DEVELOPED ELEVATION 1"=10'_0" T ------,---------- — --- Barrier slab 1\ "RW802" LOL / I / UPRR- R/W I / I ._1090- RW footing, Typ D DESIGN ev Tim Fuller - ( UPRR R/W I o0 o o -p ----D- -- -- -- -- o CNECxEO STATE OF CALIFORNIA ��e 54EO104 arrler Type 736A, J E `7090 E E --------- -----------I-----------I, E � �----------I-----------I-----------T D D D —E -D- E p -- - ---- --L----------L-------- ------------J, n - p- -- -- -- -E--p_ DEPARTMENT OF TRANSPORTATION Typ o o SIGN OFF DATE A A A A A E E ORIGINAL SCALE IN INCHES D D UNIT: 2232 0 o C; A A A 0 1 2 3 A CONTRACT NO.: A A A A A JA Ao E FILE => sREOUEST A A A A A A A A A A A A A A A A A A A C CA C C G G C G G B B BZI B B B B B B B B J See Note 1 c _JApprox OG and FG along I� — Fractured Rib JZ TLP Elev 1085.50 "RW802" LOL TLP Elev 1088.00 Texture, Typ U H— IU Elev Elev 1087.00 4- ° Datum I Elev 1070.00 I (Bottom of footing, Typ) I� 13+00 14+00 DEVELOPED ELEVATION 1"=10'_0" T ------,---------- — --- Barrier slab 1\ "RW802" LOL / I / UPRR- R/W I / I ._1090- RW footing, Typ PLAN 1' =10'-0" NOTE: Indicates interval in years from time of construction to time of removal of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet 20 A Indicates panel type designation. For details see PANEL DETAILS NO. 1" through "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1" sheets PANEL LEGEND NO SCALE LEGEND Proposed Track Indicates limits of welded wire mat TLP - Top of leveling pad BW - Base width 1. For MSE wall and TYPE 1 wall joint detail, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3'' sheet. X 14+u0 DESIGN ev Tim Fuller - ( UPRR R/W I o0 o o BRIDGE N0. to DESIGN OVERSIGHT o CNECxEO STATE OF CALIFORNIA I 54EO104 I c J I `7090 .0 +° I UPRR Tracks --------- -----------I-----------I, ° � �----------I-----------I-----------T -L----------- X '--------- - ---- --L----------L-------- ------------J, n aT QUANTITIES PLAN 1' =10'-0" NOTE: Indicates interval in years from time of construction to time of removal of inspection wire, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3" sheet 20 A Indicates panel type designation. For details see PANEL DETAILS NO. 1" through "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1" sheets PANEL LEGEND NO SCALE LEGEND Proposed Track Indicates limits of welded wire mat TLP - Top of leveling pad BW - Base width 1. For MSE wall and TYPE 1 wall joint detail, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 3'' sheet. X DESIGN ev Tim Fuller .. Jared Cole PREPARED FOR THE BRIDGE N0. N ETA 1 N 1 N WALL RETAINING 802 DESIGN OVERSIGHT BT DETAILS CNECxEO STATE OF CALIFORNIA Brett Makley 54EO104 Yihon9 Wang Jored Cole PROJECT ENGINEER POST MILES H X aT QUANTITIES I" Carolina DEPARTMENT OF TRANSPORTATION 15.2 RETAINING WALL PLAN NO. 3 SIGN OFF DATE Tim Fuller Lopez -Toro a DESIGN DETAIL SHEET (ENGLISH) (REV.]/16 /10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SKEET OE FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 07 10 it/17/10 OS 10 5 20 FILE => sREOUEST �VUI UIII C.ICV IVIV.VV 15+00 16+00 DEVELOPED ELEVATION 1"=10,-o" 109� -i---T--t - Proposed Track NOTES: 1. For Fractured Rib Tex see "MISCELLANEOUS DE 15+UU / O o O I 1O I t+D n 1091 C J UPRR Tracks i a U-----I---^ o.1----------- }----- -----I------ a— ----------I-----------�-------- — �— �— — — — — ---------------L-- 1---- ----------- PLAN 1 10'-o" Retoi Type COUNTY ROUTE TOTAL PROJECT " NO SHEETS SBd MM10 14.8/15.5 552 1 566 1 1 /1 2/10 QROFESS/ON 7E 1ST RED CIVIL ENGINEER DATE �o 41 .e Fy Brett NOkley 1/6/11 _ NO, C66397 PLANS APPROVAL DATE Exp. State of California or its officers or agents 4`srrf CIVILo��p 7// not be responsible for the accuracy or s npleteness of electronic copies of this plan sheet. �' CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 S)LU I lUN A -A %4' =1 -0.. X ev DESIGN Tim Fuller DETAILS eYihon9 Jared Cole CNECxEa PREPARED FOR THE Mokley STATE OF CALIFORNIA BRIDGE NO. 54E010 RETAINING WALL 802 0Brett 1II DESIGN OVERSIGHT POST MILES Wang Jared Cole PROJECT ENGINEER X QUANEaTim Fuller I" Caro Carolina Lopez-Toro DEPARTMENT OF TRANSPORTATION 15.2 RETAINING WALL PLAN NO. 4 wgSIGN a OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.]/16 /10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION NATES SHEET OF 07 10 it/17/10 OS 10 E. 20 FOR REDUCED PLANS 0 1 2 ; PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j sRE)LEST End Type 1 Mod wall and Begin Type 1 wolf Sta 16+22.00 "RW802 LOI lk �I Datum EIev 1070.00 i 16+00 17+00 DEVELOPED ELEVATION 1"=10'-O" "RW802'' LOL= -- --- — — — UPRR R/W —___1092_— --- I RW footing, Typ — -- i 17+00 I o 0 0 o► O ti oI I� + �° I I •J L J UPRR Tracks i U \ + --4-------- a 1092 ----- —I--------- -----I--------- ---- ----- -1----- - - — PLAN 1"=10'-O" COUNTY ROUTE TOTAL PROJECT " NO SHEETS SBd MM10 14.8/15.5 553 1 566 1 1 /1 2/10 QROFES S/ON 7E 1ST RED CIVIL ENGINEER DATE �o 41 .e F'A Brett Nokley 1/6/11 _ NO, C66397 PLANS APPROVAL DATE Exp. State of California or its officers or agents 4`srrf CIVILo��p 7// not be responsible for the accuracy or s npleteness of electronic copies of this plan sheet. �' CALIF SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND - Proposed Track SECTION A -A No Scale X DESIGN ev Tim Fuller ��E�KEo Jared Cole PREPARED FOR THE BRIDGE ND.I RETAINING WALL 802 DESIGN OVERSIGHT Br DETAILS CNECxEa STATE OF CALIFORNIA Brett Makley 54EO104 Yihon Wan 9 9 Jored Cole PROJECT ENGINEER POST MILES II X OUANTITIES ar ��Caro DEPARTMENT OF TRANSPORTATION 15.2 RETAINING WALL P L A N N O 5 SIGN OFF DATE Tim Fuller Carolina Lopez -Toro . a DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVI51oN Onr[s s ET OE FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 07 10 it/17/10 OS 10 7 20 j FILE => sREOUEST Limits of Concrete Limits of Barrier Type 736A Cable Railing 8'-0" Barrier Transition O O DESIGN ev Tim Ful ler .. Jared Cole PREPARED FOR THE O O N RETAINING WALL 8 02 DESIGN OVERSIGHT eT DETAILS CNECxEO STATE OF CALIFORNIA 0 C) U') O + r Yihon Wan 9 9 Elev + rn 1090.00 C: Elev 1089.00 J B0_3 Approx OG and FG (weephole, Typ 3-1 (n Footing step B3-8 "RW802" LOL along c J U U 0 DEPARTMENT OF TRANSPORTATION 15.2 )Datum Elev 1070.00 SIGN OFF DATE Tim Ful ler 18+00 19+00 DEVELOPED ELEVATION 1''=10'-O" 1093 18+00 --- ----- o OI IO 0 + + O I 10) ti, C �I IC N J L U L I 1093 1093 I } u I UPRR Tracks I M a –--– N _––+-------_, —I---- ------1 --- _--------------------- �– — — — — �— _ ------ — -— 1— — — — —- -- -----L----------1--- - - - - I- —L ----------1----------J------ ----- - PLAN 1' =10'-0" It J.l Jrl0 Varies 0" to 5%4" Transition sloping face to vertical face ST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS 8 1 SBd /�)/�10�J/ 14.8/15.5 554 566 I/ / ' I �l1 1 /1 2/10 QQDFES S/aN 7E 1ST RED CIVIL ENGINEER DATE weFy _ Bret T NOkley = 1/6/11 "C66397 PLANS APPROVAL DATE N0. Exp. DA r State of Californio or its officers or ogeni1 ts CIVIL 7/1 not be responsible for the occurocy orS nplefeness 0( electronic copies of this plan Sheet. rTf OF CALIFOR�p SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Proposed Track SECTION A -A /2"=1 '-0•' x DESIGN ev Tim Ful ler .. Jared Cole PREPARED FOR THE BRIDGE NO. N RETAINING WALL 8 02 DESIGN OVERSIGHT eT DETAILS CNECxEO STATE OF CALIFORNIA Brett Makley 54EO104 Yihon Wan 9 9 Jored Cole PROJECT ENGINEER Rosi MILES II x OUANTITIES a" I"Caro DEPARTMENT OF TRANSPORTATION 15.2 RETAINING WALL P L A N N O 6 SIGN OFF DATE Tim Ful ler Carolina Lopez -Toro . a DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION NATES sNEET Or FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 1!0'101111121101 11/17/10 05 10 8 20 sREOUEST 4 Datum Elev 1070.00 19+00 20+00 DEVELOPED ELEVATION 1095 I 1093 RW footing, TYp "RW802" LOL= UPRR R/W 20+00 JTa LU+CU..SL N -------------- UPRR R/W - O ol 6 of + rn mlc U I UPRR Tracks o I 1093 --- -----I----------- -------- -4---------- — — — — ----L--------- 1--------- C- —�_ _ PLAN 1"=10'-O" 1ST COUNTY I ROUTE TOTAL PROJECT " NO SHEETS 08 1 SBd 10�lJ/ 14.8/15.5 555 1 566 PREPARED FOR THE STATE OF CALIFORNIA Brett Makley BRIDGE NO. 1 1 /1 2/10 RE ST RED CIVIL ENGINEER QQOFESS/aN DATE 41 54E0104 �o .e Fy POST MILES Brett NOk ley = 1/6/11 _ ND, C66397 PLANS APPROVAL DATE Yihon Wan Jored Cole 9 9 PROJECT ENGINEER � Exp. DA le State of California or its officers or ogents CIVIL V/1 not be responsible for the occurocy 7mpleteness of electronic copies of this orrs plan sheet. Tf OF CALIFOR�p SANBAG �HCo of ino Lopez -Toro 1170 W 3RD STREET SAN BERNARDINO, CA 92410 R E T A I N I N G WALL P L A N N O. T.Y. LIN INTERNATIONAL a 3550 VINE STREET, SUITE 120 DESIGN DETAIL SHEET (ENGLISH) (REV.]/16 /1 p) RIVERSIDE, CA 92507 ORIGINAL SCALE IN INCHES LEGEND - Proposed Track X Br DESIGN Tim Fuller BT DETAILS CHECKED Jared Cole CHECKED PREPARED FOR THE STATE OF CALIFORNIA Brett Makley BRIDGE NO. RETAINING WALL 802 54E0104 DESIGN OVERSIGHT POST MILES Yihon Wan Jored Cole 9 9 PROJECT ENGINEER II X QUANTITIES BT Tim Fuller �HCo of ino Lopez -Toro DEPARTMENT OF TRANSPORTATION 15.2 R E T A I N I N G WALL P L A N N O. 7 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.]/16 /1 p) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVI51oN DATES SHEET Or tt 07 10 it/17/10 OS 10 1 9 20 FOR REDUCED PLANS 0 1 2 ; PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE _> sREOUEST See Note 1 See Note 2 M. Finished grade Cap-typ. See Note 2 Backface of Retaining Wall 3" Slotted Plastic Pipe. See Note 2 Detai I "A" 4'' 0 drain Geocomposite Drain I I Tee Detail "B" Connection -- --- t -- I 3" Unslotted I Plastic Pipe 3" min. WALL SECTION SECTION A—A 10 mil Polyethylene Filter Fabric sheet Bond to wrap around A A Dcomposite Drain rn Bond 6" to wa I I. Cut hole for 3" pipe — .� Level or sloped toward wall Cement Treated Permeable Base DETAIL "All DETAIL "B" WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale BO -3 Alternative to bridge detail 3-1 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 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. Geocomposite drain, cement treated permeable base, and 3" 0 slotted plastic pipe continuous behind retaining wall. Cop 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. 4. For signal pole details, see "ROAD PLANS". For signal pole foundation in welded wire mats, see "PANEL DETAILS NO. 2" sheet. 5. For "SECTION A -A", see "SECTION AT TOP OF WALL WITH BARRIER SLAB WITH PAVING NOTCH AND CONCRETE BARRIER" detail on "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 4" sheet. 6. For "SECTION C -C", see "CONCRETE BARRIER TYPE 26 (MOD) ON MSE WALL BARRIER SLAB" detail on "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 4" sheet. Citrus OH Structure�f Approach, see"BRIDGE PLANS" 3/B" Expansion — Joint Filler. I/4" recess from walking surface Begin RW 802 Sidewalk & Curb Romps, see "ROAD PLANS" I WINE 214. N ST COUNTY I ROUTE I TOTAL PROJECT " NO SHEETS 8 1 SBd 10�lJ1 14.8/15.5 556 1 566 1 1 /1 2/10 QQDFESS/aN 7E ST RED CIVIL ENGINEER DATE �o 41 .e Fy Brett NOk ley 1/6/11 _ NO C66397 PLANS APPROVAL DATE i, Exp. DA r State of Colifornio or its officers or agents CIVIL 7/1 not be responsible for the accuracy or S npleteness of electronic copies of this plan sheet. rTf OF CALIFOR�p SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Chain Link Railing Type 11-52 (Mod1) Type 26A-4-100 "RW790" Signal pole, LOL see Note 4 Varies 1'-0" to 1'-53/4" o 0 Transition vertical face to sloping face Rock Blanket, see "ROAD PLANS" L_ TOW A a -i gorrjer Transition Concrete BaMo d)r 10'-103/8" Type 736 Concrete Boyyrder TlMod16 g C N BARRIER TRANSITION PLAN /611=1 -0„ SECTION B—B 2"=1 -0.. X DESIGN ev Tim Fuller -E KE° Jared Cole PREPARED FOR THE BRIDGE NO. RETAINING W A L L 8 02 DESIGN OVERSIGHT er DETAILS c"E°xE° STATE OF CALIFORNIA Brett Makley 54EO104 Yihon Wan 9 9 Jored Cale PROJECT ENGINEER POST MILES IMISCELLANEOLIS QUANTITIES a" "Carolina DEPARTMENT OF TRANSPORTATION 15.2 DETAILS SIGN OFF DATE Tim Fuller Lopez -Toro DESIGN DETAIL SHEET (ENGLISH) (REV.7/16/10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING OH oA 5 -ET FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES 07 10 it/17/10 OS 10 1 20 FILE => sREOUEST � Fractured Rib valley, Note 7 Wall Reinf Face of panel or wall FRACTURED RIB TEXTURE DETAIL No Scale Face o MSE pane Note E INA FRACTURED RIB TEXTURE TERMINATION DETAIL (MSE) No Scale NOTES: 1. Omit bottom soil reinforcement mat when spacing between top and bottom mat is less than 9". 2. Omit intermediate soil reinforcement mat 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. For panel details not shown, see "MECHANICALLY STABILIZED EARTH DETAIL NO. 2" sheet. 5. Fractured Rib Texture not shown. 6. For vertical joint detail, see "MECHANICALLY STABILIZED EMBANKMENT DETAIL NO. 1" sheets. 7. Permissible location of weakened plane and expansion joints. Note 5� #4 #4 @ 8" Max stagger on each side of #4 vertical bars t� PROJECT " NO SHEETS 08 1 SBd 10�lJ1 14.8/15.5 557 1 566 L 22.5 1 1 /1 2/10 OF RE ST RED CIVIL ENGINEER QQESS/ON DATE �o 41 _ .e Fy Top soil Brett NOk ley = 1/6/11 _ NO. C66397 PLANS APPROVAL DATE reinf, mesh i, DA to State of Cali (ornio or its officers Exp - V/1 not be responsible for the accuracy 7mpleteness of electronic copies of this or q pion sheet. rTf OF CALIFOR�p SANBAG o U) 4@W11xW11+6"x24" SAN BERNARDINO, CA 92410 C T.Y. LIN INTERNATIONAL 1@W11xW11+6"x18" a� 'L Bottom sol I _ RIVERSIDE, CA 92507 mesh, see Note 2 C a reinf, mesh, DISREGARD PRINTS BEARING > see Note 1 ; tt 07 10 11/17/10 OS 10 11 L* X C 0 0 I j U U) a7 •- � Bottom soil 0 h L > "o TYPE "D" TOP PANEL 1"=1'-0" * 6" where mat spacing is � 2'-6" Note 5� K 7 V #4 #4 @ 8" Max stagger on each side of #4 vertical bars ISTI COUNTY I ROUTE ITOTAL PROJECT " NO SHEETS 08 1 SBd 10�lJ1 14.8/15.5 557 1 566 20 22.5 1 1 /1 2/10 OF RE ST RED CIVIL ENGINEER QQESS/ON DATE �o 41 _ .e Fy 16 Brett NOk ley = 1/6/11 _ NO. C66397 PLANS APPROVAL DATE 2@W11xW11+6"x9" i, DA to State of Cali (ornio or its officers Exp - V/1 not be responsible for the accuracy 7mpleteness of electronic copies of this or q pion sheet. rTf OF CALIFOR�p SANBAG 2@W11xW11+6"x12" 1170 W 3RD STREET 4@W11xW11+6"x24" SAN BERNARDINO, CA 92410 Intermediate o T.Y. LIN INTERNATIONAL 1@W11xW11+6"x18" 3550 VINE STREET, SUITE 120 DESIGN DETAIL SHEET (ENGLISH) (REV.]/16 /I p) RIVERSIDE, CA 92507 mesh, see Note 2 C '. TABLE 1: WELDED WIRE MAT SOIL REINFORCEMENT LAYOUT T TYPE "Ell TOP PANEL 1 =1,-0" Design H 12.5 15 L _ 20 22.5 BW Top soi I 11 _ reinf. mesh 16 the top down 2@W11xW11+6"x9" 2@W11xW11+6"x9" 2@W11xW11+6"x9" 2@W11xW11+6"x9" 5@W11xW11+6"x18" al 2@W11xW11+6"x12" 2@W11xW11+6"x12" 2@W11xW11+6"x12" 3@W11xW11+6"x18" 4@W11xW11+6"x24" configuration, the top down Intermediate o 1@W11xW11+6"x18" 1@W11xW11+6"x18" soil reinf. DESIGN DETAIL SHEET (ENGLISH) (REV.]/16 /I p) mesh, see Note 2 C 1@W11xW11+6"x24" 2@W11xW11+6"x24" DISREGARD PRINTS BEARING REVISION DATES SHEET Or tt 07 10 11/17/10 OS 10 11 Ul FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 0 I j Bottom soil reinf, mesh L U = rn TABLE 1: WELDED WIRE MAT SOIL REINFORCEMENT LAYOUT T TYPE "Ell TOP PANEL 1 =1,-0" Design H 12.5 15 17.5 20 22.5 BW 9 11 12 14 16 the top down 2@W11xW11+6"x9" 2@W11xW11+6"x9" 2@W11xW11+6"x9" 2@W11xW11+6"x9" 5@W11xW11+6"x18" Reinforcing Mesh from 2@W11xW11+6"x12" 2@W11xW11+6"x12" 2@W11xW11+6"x12" 3@W11xW11+6"x18" 4@W11xW11+6"x24" configuration, the top down 1@W11xW11+6"x18" 1@W11xW11+6"x18" 1@W11xW11+6"x18" 3@W11xW11+6"x24" DESIGN DETAIL SHEET (ENGLISH) (REV.]/16 /I p) ORIGINAL SCALE IN INCHES 1@W11xW11+6"x24" 2@W11xW11+6"x24" DISREGARD PRINTS BEARING Design H 25 27.5 30 32.5 35 BW 18 19 21 23 25 Reinforcing Mesh 5@W11xW11+6"x18" 5@W11xW11+6"x18" 10@W11xW11+6"x24" 10@W11xW11+6"x24" 10@W11xW11+6"x24" configuration, from 5@W11xW11+6"x24" 5@W11xW11+6"x24" 2@W15xW11+6"x30" 3@W15xW11+6"x30" 4@W15xW11+6"x30" the top down 1@W11xW11+6"x30" * Mesh configuration = # of mats @ longitudinal wire size x transverse wire size + longitudinal wire spacing x transverse wire spacing K 2 X Br DESIGN Tim Fuller BT DETAILS CHECKED Jared Cole CHECKED PREPARED FOR THE STATE OF CALIFORNIA Brett Makley BRIDGE NO. RETAINING WALL 802 54E0104 DESIGN OVERSIGHT POST MILES Yihon Wan Jored Cole 9 9 PROJECT ENGINEER II X QUANTITIES BT Tim Fuller �HCo of ino Lopez -Toro DEPARTMENT OF TRANSPORTATION 15.2 PANEL DETAILS N O . 1 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.]/16 /I p) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET Or tt 07 10 11/17/10 OS 10 11 1 20 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST 3'' min clr Typ See Note 1 7 3'-0" dia CIDH pile centered between welded wire mats, see "ROAD PLANS" 5 VV PLAN OF MODIFIED PANELS /2"=1'-0" L 31/2 x 31/2 x Y6 ASTM A36M Galvanized NOTE: N O) L' } 0 o z 0 � N O a E In 0) t L E I 3r. oa/ + a) R Slot 7/8" x 1" 4 locations 7/8" - W - W V t� Type 26A-4-100 signal pole, see "ROAD PLANS' SECTION A -A I/2"=1 - 0.. 6" 6" L 1'-0" 6" 6" �_l 3'-0" Longituniol wires, Typ Transverse wires, Typ Modified Type "E" panel Panel Connector, Typ I N I N Modified Type "A" panel Typical Type A" panel Modified Type "D" pone' Deto i I A ------------ PL Panel ----------- Connector � Typ N I N Bottom of top panel Modified Type "A" panels ---------- Ty piCaI 08 1 SBd 10�lJ1 LPanel connector B Lon itudinal g wires, Typ Type panel A" QQOFESS/aN DATE 3"=1'-0"a .e Fy 3 -1 0 9" -�J -\J 5 spaces 5 spaces 9" VV PLAN OF MODIFIED PANELS /2"=1'-0" L 31/2 x 31/2 x Y6 ASTM A36M Galvanized NOTE: N O) L' } 0 o z 0 � N O a E In 0) t L E I 3r. oa/ + a) R Slot 7/8" x 1" 4 locations 7/8" - W - W V t� Type 26A-4-100 signal pole, see "ROAD PLANS' SECTION A -A I/2"=1 - 0.. 6" 6" L 1'-0" 6" 6" �_l 3'-0" Longituniol wires, Typ Transverse wires, Typ Modified Type "E" panel Panel Connector, Typ I N I N Modified Type "A" panel Typical Type A" panel Modified Type "D" pone' Deto i I A ------------ PL Panel ----------- Connector � Typ N I N Bottom of top panel Modified Type "A" panels ---------- Ty piCaI 08 1 SBd 10�lJ1 14.8/15.5 558 566 Lon itudinal g wires, Typ Type panel A" SECTION B -B SECTION C -C 1/2"=1 '-0" /2"=1 '-0" c a M •- T EI 31/4 Welded wire connector mat ,,— Longitudinal wire Panel connector 3/4" Expansion bolt, Galvanized. Field drill and install 1ST COUNTY I ROUTE " NO SHEETS TOTAL PROJECT I 08 1 SBd 10�lJ1 14.8/15.5 558 566 1 1 /1 2/10 RE 1ST RED CIVIL ENGINEER QQOFESS/aN DATE 3"=1'-0"a .e Fy 3 -1 0 o Brett Nokley = 1/6/11 _ NO. C66397 PLANS APPROVAL DATE before ordering or fabricating i, DA le State of Californio or its officers or agents Exp. CIVIL V/1 not be responsible for the accuracy 7mpleteness of electronic copies of this or s plan Sheet. rTf OF CALIFOR�p SANBAG 1170 W 3RD STREET a SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Bottom of top panel NOTES: 1. Place welded wire mats to facilitate drilling of CIDH pile. 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 in plans. 4. Fractured Rib Texture not shown. The Contractor shall verify all PANEL CONNECTOR DETAIL DETAIL A g controlling field dimensions 3"=1'-0"a 3 -1 0 before ordering or fabricating a any material. X Br DESIGN Tim Fuller BT DETAILS CHECKED Jared Cole CHECKED PREPARED FOR THE STATE OF CALIFORNIA Brett Makley BRIDGE ND. R E T A I N I N G WALL 8 02 CC 0 54EO104 DESIGN OVERSIGHT POST MILES Yihon Wan Jored Cole 9 9 PROJECT ENGINEER II X QUANTITIES BT Tim Fuller � Carolina Lopez -Toro DEPARTMENT OF TRANSPORTATION 15.2 P A N E L DETAILS N O . 2 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV.]/16 /10) ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET Or 07 10 it/17/10 OS 10 12 20 FOR REDUCED PLANS 0 I 2 3 PROJECT NUMBER & PHASE: 08000007451 CONTRACT NO.: 08-468104 EARLIER REVISION DATES j FILE => sREOUEST %" chamfer when no raised reli #4 9 8" 1 #4, Tot 11 DIST, COUNTY I ROUTE TOTAL PROJECT IANO. SHEET 08 1 SBd 1 10 14.8/15.5 559 566 /� z. .. Y / ' 13Y O Q,OF ESS 10 4e 4, R IS ERED ENGINEER - CIVIL Brett Makley = NO. C66397 PLANS APPROVAL DATE S< Exp.— The xp. The State of California or its officers or agents ,r, CIVIL a shall not be responsible for the occurOcy or 4TE. OF CALIFOR�\ completeness of electronic copies of this plan sheet. SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 See "VERTICAL JOINT DETAIL"[RIVERSIDE, T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 CA 92507 3r of face panel HORIZONTAL JOINT DETAIL < See "HORIZONTAL JOINT DETAIL" I I #4 Tot 11 � equally spaced #4 ----- --- ------ .0 ---- .0 0) x a 1° Welded No wire mats v z 0 Un M I TYPE ''A'' 1 3 INTERMEDIATE PANEL 5'-0" nominal length PLAN - FACE PANEL 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 Y4" 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. 1. rn I CL -C n T m x N WeIded #4 A 8" Max o wire mats Z— — — — — — — — — — — — #4 Tot 6 = equally spacedLn C1 Lo T H Minor ConcreteJ, 1 -0 Leveling pad TYp TYPE "C'' 1 3 BOTTOM PANEL %.' chamfer when no raised relief Rear of face panel m Ln o 1 C — N E o Welded Z wire mat I TYPE "B" <1 3 BOTTOM HALF PANEL VERTICAL JOINT DETAIL 0 O SPECIAL DETAILS RETAINING WALL 802 STANDARD DRAWING 1 Revised detail STATE OF DIVISION OF BRIDGE NO. 54EO104 MECHANICALLY STABILIZED EMBANKMENT K. GR/SWELL ROBERTO LACALLE .E APPROVED BY RELEASED BY 2 Removed detail CALIFORNIA DETAIL N0, 1 NO`E X813 -02O- I9 RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF RELEASE DATE Removed ENGINEERING SERVICES POST MILE APPROVAL DATE 5-6-08 REVISED 3 scale DEPARTMENT OF TRANSPORTATION 15.2 DS OSO 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 j/ /i 5/ /I 07/ /1 1/12/1 13 20 FOR REDUCED PLANSo 1 2 7 EA 468101 EARLIER REVISION DATES USERNAME => $USER $REQUEST O E 0 M L q) 3 O a z 0) 0) � m Q) In 3 0 L a Coup C 0 J Transverse wires W11 5 spaces Q 6" Longitudinal wires 5O Note 1O PLAN OF PANEL WITH WELDED WIRE MAT No scoIe Notes: O1 Distance as required to permit coupler to be swaged. �2 Place #4 bar, 3' - 2" long, centered on connector mat, but not welded to it. �3 Length equals "Base width,' of wall, except it shall not be less than 16' for the top 2 levels of mots at the top of the wall. �4 All Transverse Wires size W11 at various spacings as shown elsewhere in plans. O5 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 () = 340, y = 120 Ib/ft3 External design ¢(Backfill) = 340, y = 120 Ib/ft3 ()(Foundation) = 300 Precast concrete panels: f'c = 4,000 psi (Concrete compressive strength at 28 days) fy = 60,000 psi (Yield strength of reinforcement) Soil reinforcement: Welded wire mats: fy = 65,000 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 = 60,000 psi (Yield strength of reinforcement) MSE = Mechanically stabilized embankment Rear face of face panel 5' 1 01 Welded wire connector mat W11 2" v Coupler, min, wall thickness = 1/4" #4 2O �W20" * Welded wire mat* R= 3/4.. * Buttonheaded at coupler end SECTION B -B No scale Note: Panel reinforcement not shown. )IST, COUNTY I ROUTE ITOTAL PROJECT IANO. SHEET 08 1 SBd 1 10 1 14.8/15.5 1 560 1 566 R IS ERED ENGINEER - CIVIL 1/6/11 PLANS APPROVAL DATE The State of California or its officers or ag shall not be responsible for the accuracy or completeness of electronic copies of this PIG SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 O QROFESS 104'4( _ Brett Mokley L' N0, C66397 Exp. 4si CIVIL �P 4Tf OF CALIF OR RETAINING WALL 802 STANDARD DRAWING STATE of BRIDGE NO. DIVISION OF 54EO104 MECHANICALLY STABILIZED EMBANKMENT APPROVED BY K. GR/SWELL RELEASED BY ROBERTO LACALLE CALIFORNIA NO`E x513 -020-2e RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF RELEASE DATE ENGINEERING SERVICES POST MILE DETAIL NO. 2 APPROVAL DATE 5-6-08 5-6-08 DEPARTMENT OF TRANSPORTATION 15.2 DS OSO 2147A (ENGLISH STANDARD DRAWING 'XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES I I I I CE.3 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET of FOR REDUCED PLANS 0 1 2 3 EA 468101 EARLIER REVISION DATES }//i 11 /1 07/ /1 1/12/1 1 1 1 1 1 Q 2Q USERNAME => $USER $REQUEST MSE Face I Place vertical bearing pods where horizontal panel joint intersects vertical panel joint. Welded wire mats Leve .: a (wingwallI return wall or retaining wall) 6" Typ REAR ELEVATION MSE FACE PANEL -TO -CONCRETE WALL JOINT DETAIL 0 LEGEND: 1O 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. 02 Bond expansion joint material to the concrete wall. 03 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. 1'-0" wide strip of filter fabric bonded to adjacent panels full length of both vertical and horizontal panel points. Neoprene plug (may radially at one loc W11 x 10'-0" see Note 2 Fill void see Note; Encapsulate see Note 4 NOTES: )IST, COUNTY I ROUTE ITOTAL PROJECT ANO. SHEET 08 1 SBd 1 10 1 14.8/15.5 561 1 566 R IS ERED ENGINEER - CIVIL 1 /6/1 1 PLANS APPROVAL DATE The State of California or its officers or ag shall not be responsible for the accuracy or completeness of electronic copies of this pia SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 Front of face panel O QROFESS 104'4( _ Brett Mokley L' NO, C66397 Exp. 4si CIVIL �P 4Tf OF CALIF OR Inspection wire see Note 1 led or cored hole SECTION THRU INSPECTION WIRE 1. Center inspection wire in face panel. 2. Fabricate inspection wires from W11 wire representative of the welded wire mats, with %" dia - 16 UNC threads for at least 11/2" 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 802 STANDARD DRAWING 1 Revised detail STATE of DIVISION OF BRIDGE NO. MECHANICALLY STABILIZED EMBANKMENT R ELL R K. G/SWOBERLLL APPROVED BY RELEASED BY TO ACAE CALIFORNIA 54E0104 NO`E x513 -020-3e RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF RELEASE DATE ENGINEERING SERVICES POST MILE DETAIL N0, 3 APPROVAL DATE 5-6-08 REVISED DEPARTMENT OF TRANSPORTATION 15.2 DS OSO 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES I I I I I I CU 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 1 OF FOR REDUCED PLANS 0 1 2 3 EA 468101 EARLIER REVISION DATES � 3/ /1 8/ /I 07/ /I 10/22/1 15 20 USERNAME => $USER $REQUEST RW LOLL 1'-0" Concrete Barrier Type 26 (Mod1) #5 L @ 9" #4 ,I a 18" �Qoi 2" Clr 7 MSE face panel 6'-53/4" Slope to match sidewalk a a a a 19 G 0 #4 O 18" I IL M u i J 1 a be a be a be abe a #5 e 1'-0� Bar designation 10 --- ------------------ ---- 1 #5 8 spaces @ 6" min 3" 4 CONCRETE BARRIER TYPE 26 (MOD1) 0 ON MSE WALL BARRIER SLAB No score Concrete Barrier Type 732 (Mod) Concrete Barrier Type 736 (Mod) Layout Line— Barrier Slab _ Top of Wall T-0O" � I N N 2"Clr Face panel See Note 4 1 -5%4' 6'-0" 5 #4 tot. 11 2'-0, 6 11 9 r—/-(� P I I a N� Back face of barrier a� Bar designation 10 � __ I abc a_bc a_bcaBar designation 10 1 #5 9" 1'-0" 6 Spaces a 6" 3' 4 min #5 @-1'-0 -- Ba barrier slab NOTES: 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. Sidewalk, see "ROAD PLANS" 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. O5 6.For pull box locations and details, see ELECTRICAL PLANS" Short ® and (9), I aT .J eaafl 51 ae ' "' --1 of pull box Note 6 PLAN OF PULL BOX IN BARRIER SLAB 0 No scale NOTE: Only top mat of barrier slab reinforcement shown. DIST, COUNTY I ROUTE ITOTAL PROJECT IANO. SHEET 08 SBd /�J /��10�!// 14.8/15.5 562 566 Y / 13Y O QPOFESS /ON4e 4, R IS ERED ENGINEER - CIVIL Brett Mokley = 1 No. C66397 PLANS APPROVAL DATE S< Exp. The State of California or its officers or agents ,rf CIVIL a shall not be responsible for the accuracy or 4Tf OF CA IV completeness of electronic copies of this plan sheet. SANBAG 1170 N 3RD STREET SAN BERNARDINO, CA 92410 T.Y. LIN INTERNATIONAL 3550 VINE STREET, SUITE 120 RIVERSIDE, CA 92507 LEGEND: 1O 1" Expanded polystyrene. O2 2" Expanded polystyrene. Recess expanded polystyrene 2" Into barrier slab. O3 Contact joint. O4 Welded Wire Mat Soil reinforcement. O5 #5Q 1'-4" (To be in place prior to 6/4 barrier barrier slab concrete). O6 #5 L.. @ 8 -(To be in place prior to 61/4 barrier slab concrete). O7 #5 3'-4 O8 #5 F-- 8 1'-0" bundled with 9O bars. O2 9O #5 C4 1 ' -0" O10 "a" bar = #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 HMA Overlay on barrier slab, see "ROAD PLANS'' /p 12 4'-0" wide pavement reinforcing fabric. O5 13 3/g" expansion joint filler 4 14 Electrical conduits, see "ELECTRICAL PLANS" SECTION AT TOP OF WALL WITH BARRIER SLAB 0 SPECIAL DETAILS WITH PAVING NOTCH AND CONCRETE BARRIER No scale RETAINING WALL 802 STANDARD DRAWING 1 Revised detail 4 Added Detail STATE OF DIVISION OF NO. 04 MECHANICALLY STABILIZED EMBANKMENT K. GR/SWELL ROBERTO LACALLE APPROVED BY RELEASED BY RESPONSIBLE TECHNICAL SPECIALIST 2 Revised note 5 Added Note CALIFORNIA L I F O R N I A :54EO�l DETAIL N0, 4 NO`E x513 -020-4e RESPONSIBLE OFFICE CHIEF DATE 5-6-08 RELEASE DATE REVISED 3 Removed detaiI DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICESMILEAPPROVAL .2 D$ GSD 2147A (ENGLISH STANDARD DRAWING "%S" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES I I I I I I Cu 08224 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 3/ /1 5/ /1 01, /1 1/12/10 16 20 FOR REDUCED PLANS 0 1 2 3 EA 468101 EARLIER REVISION DATES � USERNAME => $USER $REQUEST No 4'-0 D S LeVE 4' - � 8" Underdrain LIMITS OF EXCAVATION No ii ADDENDUM 3 8" Under -drain - AQ ADDENDUM 3 SLOPING FINISHED SURFACE ve EIev. to I wire mats No - Existing ground line FS or excavation limits t9 3'-0" EXCAVATION BACKFILL 4' -0" OUTLET OR CLEANOUT PIPE FOR UNDERDRAIN No Scale ABBREVIATIONS LEGEND OG Original ground Limits of structure excavation FS Planned finished surface Limits of structure backfill GP Planned grading plane Limits of permeable material 8'' Under -drain . ADDENDUM 3 ROADWAY SECTION WITH BASE WIDTH 16' OR GREATER LIMITS OF BACKFILL APPROVED BY K. GR/SWELL RELEASED BY ROBERTO LACALLE FILE x s 1 3 - 020- 6 e RESPONSIBLE TECHNICAL SPECIALIST RESPONSIBLE OFFICE CHIEF NO. APPROVAL DATE 5-6-08 RELEASE DATE 5-6-08 DS. OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) 1� Added detail 4' -0' 2 I CL 8'' Underdra i n 0 ADDENDUM 3 ROADWAY SECTION WITH BASE WIDTH LESS THAN 16' ORIGINALSCALE IN INCHES FOR REDUCED PLANS DIST, COUNTY ROUTE POST MILES I SHEET I TOTAI TOTAL PROJECT I N0. ISHEFT 08 SBd 10 14.8/15.5 1 563 1 566 REQI S.'ERED ENGINEER CIVIL 1v z, 1/6/11 No. :. PLANS APPROVAL DATE Exp.- xp. The The State of California or its officers Shall not be responsible for the completeness of electronic copies or agents sr CIVI L c accuracy or qrP OF CALtFo��l 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. 1. Limits to FS except to GP when in roadway section. 2. Locate 8" perforated under -drain below bottom level of welded wire mats. 3. Maximum spacing of outlet pipes is 200 ft. 4. At sags in profile of under -drain, install outlet pipe for each direction of flow. I Base width I �1 A ADDENDUM 3 LIMITS OF OVEREXCAVATION AND RECOMPACTION No c_'e SPECIAL DETAILS RETAINING WALL 802 STATE O F BRIDGE o 4DIVISION OF MECHANICALLY STABILIZED EMBANKMENT CALIFORNIA ENGINEERING SERVICESIGIT MILE DEPARTMENT OF TRANSPORTATION DETAIL NO. 6 C U U 0Z 2 q DISREGARD PRINTS BEARING REV 151oN BATES (PRELIMINARY STAGE OrvLr) 0 EA 468101 EARLIER REVISION DATES - USERNAME _> TY LIN-Riv 54-RW802-xs13-020-6e.- Note 1 C- C- C) a 3 Leveling C 81 Underdrain - LIMITS OF EXCAVATION No Scale � 8" Underdrain - above Elev. top Ided wire mats ,2 Note 1 Existing — � ground line FS or excavation limits i 3'-0" 3' -0' OUTLET CLEANOUT PIPE PIPE EXCAVATION BACKFILL 1 -o' OUTLET OR CLEANOUT PIPE FOR UNDERDRAIN No Scale ABBREVIATIONS LEGEND OG Original ground ® Limits of structure excavation FS Planned finished surface ® Limits of structure backfill GP Planned grading plane 0 Limits of permeable material I I CL 8" Underdra i n .I 2 Note 1 1'-C to 2 16`0- -0- A I _I CL 8" Underdra in DIST, COUNTY I ROUTE ITOTAL PROJECT I — SHEET 08 1 SBd / / ' 1 1 /��10 14.8/15.5 563 566 Y 3Y O Q,OF ESS /ON4e 4, R IS ERED ENGINEER - CIVIL W Brett Makley = C66397 PLANS APPROVAL DATE S< Exp.— The xp. The State of California or its officers or agents ,r, C IV IL a shall not be responsible for the accuracy or 4pe OF CALIFOR�\ 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: 1, Limits to FS except to GP when in roadway section. 2. Locate 8" perforated underdrain below bottom level of welded wire mats. 3. Maximum spacing of outlet pipes is 200 ft. 4. At says in profile of underdrain, install outlet pipe or each direction of flow. --------------- 1'-0.. . Bose width M 1 1 LIMITS OF OVEREXCAVATION O SLOPING FINISHED SURFACE ROADWAY SECTION WITH ROADWAY SECTION WITH AND RECOMPACTION BASE WIDTH 16' OR GREATER BASE WIDTH LESS THAN 16' No Scale LIMITS OF BACKFILL SPECIAL DETAILS No Scale RETAINING WALL 802 STANDARD DRAWING O Added deta STATE OF DIVISION OF BRIDGE NO. 54EO104 MECHANICALLY STABILIZED EMBANKMENT APPROVED BY K. GR/SWELL RELEASED BY ROBERTO LACALLE CALIFORNIA NO`E x513 -020-6e RESPONSIBLE TECHNICAL SPECIALIST RELEASE DATE RESPONSIBLE OFFICE CHIEF ENGINEERING SERVICES POST MILE DETAIL N0, 6 APPROVAL DATE 5-6-08 5-6-08 DEPARTMENT OF TRANSPORTATION 15.2 DS OSO 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. 01/11/08) ORIGINAL SCALE IN INCHES Cu08224 DISREGARD PRINTS BEARING RE VISION DATE (PRELIMINARY srnOE oNLr1 SHEET OF FOR REDUCED PLANS 0 1 2 3 EA 468101 EARLIER REVISION DATES1/12/1 1 ] 2Q USERNAME => $USER $REQUEST FILE => $REOUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 DIST COUNTY I ROUTE I POST MILES SH AL TOTAL PROJECT No SHEETS BENCHMARKS 08 SBd 10 14.8/15.5 564 566 Horizontal coordinates are CCS NAD -83 (NSRS2007) To Rancho Cucamonga Vertical control based on NAVD-88 (NGS NAVD88) WB 1-10 1 lTl 11112110 aOFEss,a Pt. 1026 A-09-154 REGISTERED CIVIL ENGINEER DAT11 E N: 1846460.090 E: 6727117.050 Elevation: 1098.203 g❑ ,0 9 810 z e SET MAG NL & FLASH NB CITRUS 400'* S' LY OF RAILS EB 1-'° Z 3 eos 6 B A-09-161 To Bloomington SIRATHIVIRAJ 1/6/11 .P = A-09-153 ® PLANS APPROVAL DATE z No. C71662 m Pt. 1076 A-O9-O07 ® a Exp. 12£31£11 N: 1847146.214 E: 6717897.129 Elevation: 1118.852 T 9 6 B Bos ar agen the State of California or its officers ts CIVIL FD CHIS X" 1N WALK/BCR SE COR CITRUS AND EB ON-RAMP 3 a t shall not be responsible for the occuracy ar J`' p \ coWleteness of scanned copies of this pIon sheet. OF CAL3f0 Pt. 5003 N: 1846901.873 E: 6726986.553 Elevation: 1085.900 "AECP 't RW No. 802 SANBAG SET REBAR W/ LS 4430" PLUG 30'± S'LY OF RAILS, 100 W' LY OF CITRUS 1170 W 3RD STREET Pt. 5004 SAN BERNARDINO, CA 92410 N: 1846909.878 E: 6727206.247 Elevation: 1086.009 "AECP EARTH MECHANICS INC. SET REBAR W/ LS 4430" PLUG 30'± S' LY OF RAILS, 100'* E' LY OF CITRUS 17800 NEWHOPE STREET, SUITE B NOTES: FOUNTAIN VALLEY CA 92708 (1) This LOTB sheet was prepared in accordance with the Coltrons Soil N 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 PLAN m 140 lbs falling a distance of 30" was used to advance the drive sampler. 1" = 100' (4) Conversion factor from 2.4" Modified California Ring Sampler blowcounts to m Standard Penetration Test (SPT) blowcounts is 0.5. �o 0 A-09-007 +1120 +1120 EI. +1117.70 ft 8 3 As halt Concrete Poorly graded SAND with SILT (SP -SM): dense, 93/11 2.4 1 M UW olive -brown dry, few fine GRAVEL, mostly coarse fine SANb, few fines, nonplastic, weak +I �to + 1 1 1 0 cementat i on Do +1110 7 t.4 M PA becomes very dense SILTY SAND SM :dense, olive moist, % fine GRAVEL, 63% coarse to fine SAND, 32% fines, A-09-153 a nonplastic, weak cementation Q + EI. +1099.30 ft A-09-161 +1100- DO 8' +1100 78/11 2.4 3 M UW OS becomes very dense, olive gray Croce fine GRAVEL, mostly coarse to floe SANO,little fines AS halt ulk S L Y SAN ISM): very denseE olive- _ GA-09-154few to fine A - 09 - 1 5 4 EI. +1095.50 ft 4 1 4 1 brown, dry, coarse GRAV L, Bulk R CP SE oorly graded SAN with SILT (SP -SM : medium mostly coarse to fine SAND, little dense, olive -brown, moist, few coarse to fine +1 090 EI. +1090.00 ft 8. Refusal at El. 19092.8 ft fines, nonpiostic, weak cementation Bul �3 Asphalt Concrete DrlHammer 13 1.4 1 OM GRAVEL, mostly coarse to fine SAND, few fines, +1 090 m nonplastic, weak cementation } 6 1.4 4 M SAN SILT GRAVEL(SP-SM): Energ/gy009 ® S LTY SAND SM :loose, olive -brown, moist, r SILTY SAND (SM): medium dense olive -brown m w oorly graded with and dense, olive moist, little fine GRAVEL, Ratio ((ERi=7522) few fine GRAVEL, mostly coarse to fine SAND, Groendwater npt moist, mostly coarse to fine �AND,little lines, < gray, Z mostly coarse to fine SAND, few fines, 6 1.4 2 OM PA CR Ilttle fines, nonpiostic, weak cementation ncountere �1% 75 2 q •:, OM UW PA nonplastic, weak cementation 48 2.4 5 UW DS S nonpiastic, weak cementation fine GRAVEL, 69% coarse to fine SAND, 307 fines During Drilling Well-ggroded SAND with GRAVEL (SP): dense, gray, T9% fine 11080-- Bulk 6 PA SILTY SAND with GRAVEL SM : dense, olive brown, moist 33% coarse to fine GRAVEL, 527 course to 40 2 4 3 OM UW DS 5 L Y SAN with RAV L M : medium dense, olive q2 1 •q 3 %O dry, coarse to GRAVEL, 78% coarse to +10800 fine SAND, 3% fines, nonplastic, weak cementation a 37 1 4 7 M > fine SAND, 15% fines, nonplastic, weak 1 brown dry, little fine GRAVEL, mostly coarse to fine SAND, little fines, nonplastic, weakPoorly REF/5"12.44 OM UW graded SAND with GRAVEL (SPI: very dense, dry, little to fine GRAVEL, Li 50/4 2 4 8 M UW cementation qg 1 q q cementation gray, coarse mostly oori graded SAN with GRAVEL SP : dense gray, w 57 1.4 9 M y 9 9 Y, +1070-- dry little fine GRAVEL, mostly coarse to fine Poorly graded SAND with GRAVEL(SP):very dense, dry, little to fine GRAVEL, coarse to fine SAND, trace fines, nonplastic, weak cementation +1070 REF/6 2.4 10 M UW SANb trace fines non lastic, weak cementation P gray, coarse mostly EF/6 2 4 5 M UW coorse to fine SAND, trace fines, nonplastic, 74 1 q O 50/6 1.4 11 M becomes very dense weak cementation 11 1 4 6 OM Poorly graded SAND with SILT and GRAVEL SP-SM):150/3"12.416 ",.OM UW PA Poorly graded GRAVEL with SAN G very dense, 0/5 .4 12 M UW medium dense, olive-groy, moist, little fine gray, dry, mostly coarse to fine GRAVE L, little coarse to fine SAND, trace fines, nonplastic, +1060 with SAN ML : very stlffll9ht olive- �GRApEL, mostly coarse to fine SAND, few fines, 48 2.4 7 M UW ,weak cementation @(R O#D1 SANDY SILT (ML): hard, olive -brown moist, little PA ,weok 2 3 1.4IM +1060 cementationSIL Well -graded SAND with SILT and GRAVEL SW -SM :brown, moist, 22% medium to fine SAND, 78% fines, medium to fine SAND low plastici PP>4.5 tsf 4 8 UW PPLnonplastic, olive groy, dry, 31% coarse to fine low plosticity 35 2.4 14 OM UW 28 1.4 8 PA, IL TY SAND with GRAVEL ism): dense, olive -brown moist, 28% fine GRAVEL, 47% coarse to fine SANG, .4 64% coarse to fine SAND, 5% fines, weak cementation +1050- 39 2.4 9 OM UW PP 25% fines non lastic weak cementation / 1 SIL ML : hard, ollve-brown, moist, medium +1050 e SAND, low plosticityS LTY SAN SM : medium dense olive moist, few fine GRAVEL, mostly coarse to fine SAND, little SANDY SILT ML : very stiff, olive -brown, moist,little medium to fine SAND, low plasticity, 5 tsf fines, nonplastic, weak cementation Lbecomes 20 1.4 10 OM SPP=4.0 tsf SILTY AN ISM): medium dense olive -brown R /4 .4 10 M Poorly graded SAND with GRAVEL (SPI: very dense, olivegray, ra dry,little coarse to fine GRAVEL dense +1040 mostly coarse to fine AND, little dines, Terminated at El. 1045.2 ft mostly c9orseto fine SAND, trace fines y +1040 �O �moisst, 84 2.4 11 M UW on Iostic, weak cementation Hammer Drilled on 9/22/2009 Energy Ratio (ERi=75%1 nonplastic, weak cementation t 4 1 M ANY L ML : hard, alive, moist, Ilttle oorly graded SAN with SILT(SP-SM): very dense, Groundwater not Encountered o Recovery medium to fine SAND, low plosticity Terminated at EI. 1038.5 ft olive-groy, dry, mostly coarse to fine SAND, few During Drilling Terminated of El. 12009 ft Drilled on 9/25/2009 fines, nonplastic, weak cementation Hammer Ener Ratio (ERi=75%) +1030 Drilled on 9/14/2009 9Y Hammer Energy Ratio (ERi=75%) Groundwater not Encountered During Drilling +1030 Groundwater not Encountered During Drilling PROFILE VERTICAL 1" = 10' HORIZONTAL 1" = 40' +1020 +1020 Stationing along "I-10" Line +1010 +1010 801+00 803+00 805+00 807+00 809+00 811+00 R. Zezoff DRAWN By ,1. Fang PREPARED FOR THE R. Jie PCT BRIDGE NO. RETAINING WALL 802 CS. raj FIELD INVESTIGATION BY: STATE OF CALIFORNIA DESIGN OVERSIGHT CHECKED BY L. Cheung R PROJECT ENGINEER ENGINEER DATE: 09/14/09 to 09/25/09 DEPARTMENT OF TRANSPORTATION POST NILES 15.2 L O G O F TEST B O R I N G S 1 O F 3 SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT' 2232 DISREGARD PRINTS BEARING REVISION DATESSNEET OF Igoe,'. OS 10 I/11/10 18 20 OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 I 1 3 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES FILE => $REOUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) CEMENTATION Description Criteria Weak Crumbles or breaks with handling or A little finger pressure. Moderate Crumbles or breaks with considerable Rotary dri I led boring finger pressure. Strong Will not crumble or break with finger OR pressure. BOREHOLE IDENTIFICATION Symbol Type Description sl:e A Auger Boring sl:e R Rotary dri I led boring Strength (tsf) P Rotary percussion boring (air) OR < 0.25 Rotary drilled diamond core < 0.12 Easily penetrated several inches HD Hand driven (1 -inch soil tube) The thread cannot be rerolled after reaching the plastic limit. The lump crumbles HA Hand Auger 0.25 to 0.50 D Dynamic Cone Penetration Boring ® CPT Cone Penetration Test (ASTM D 5778-95) by thumb 0 Other Note: Size in inches. C O C) 0 o Hole I.D. Top Hole EI. Casing driven 3 Description of material Size of Sampler (inches) 16 1.4 A. M uw uu Field & Lab Tests SPT N -Value A. AGINSE� l (per ASTM 1586-99), Date measured P = push sample, '`- Material change or as noted Estimated material change Soil/Rock boundary Boring Date Terminated at Elev Hammer Energy Ratio (ERI) = ROTARY BORING CONSISTENCY OF COHESIVE SOILS PLASTICITY OF FINE-GRAINED SOILS Unconfined Pocket Criteria Description Compressive Penetrometer Torvane Measurement (tsf) Field Approximation Low Strength (tsf) Measurement (tsf) Top Hole Very Soft < 0.25 < 0.25 < 0.12 Easily penetrated several inches limit. Medium The thread cannot be rerolled after reaching the plastic limit. The lump crumbles by fist Soft 0.25 to 0.50 0.25 to 0.50 0.12 to 0.25 Easily penetrated several inches It takes considerable time rolling and kneading to reach the plastic limit. The thread High by thumb Medium Stiff 0.50 to 1.0 0.50 to 1.0 0.25 to 0.50 Penetrated several inches by on tip element. II w a MB 156 percussion thumb with moderate effort UNIT: 2232 DISREGARD PRINTS BEARING hammer and a 2.2" 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 6 4 2 10 20 30 Indented by thumbnail with Hard > 4.0 > 4.0 > 2 0 difficulty C: O t 0 ° Hole I.D. Top Hole EI. 1 Blows per 12" 30 Ground water (Using 28 Ib hand surface hammer with a 12" GWS Elev. drop or as noted) P Dote measured Description of Pulled Pipe -77 materials 60 p (S) Sample 500 (S)� taken Refusal 10 Boring Date Terminated at Elev HAND BORING COUNTY I ROUTE ITOTAL PROJECT I I SHEET SBd 1 10 1 14.8/15.5 1 5651 566 REGISTERED CIVIL ENGINEER DATE �o eaOFEssloN4( W`moi ti 5. PIRATHI VIRAJ 1/6/11 u m PLANS APPROVAL DATE No. C71662 a Exp. 12/31/11 The stote of Coliforn ioor its officers or agents sholl not be responsible for the occurocyor si4 CIVI L \P coleteness of sconne0 copies of this pion sheet. lF mpOF CALIFO�N SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET. SUITE B PLASTICITY OF FINE-GRAINED SOILS c O Description Criteria t o Nonplastic A 1/8 -inch thread cannot be rolled at any water content. Low The thread can barely be rolled and the lump cannot be formed when drier than the Top Hole plastic limit. PCT The thread is easy to roll and not much time is required to reach the plastic limit. Medium The thread cannot be rerolled after reaching the plastic limit. The lump crumbles a Dote measured element (34.88 in2 when drier than the plastic limit. Driving rate in 6O It takes considerable time rolling and kneading to reach the plastic limit. The thread High can be rerolled several times after reaching the plastic limit. The lump can be formed POST MILES 15.2 without crumbling when drier than the plastic limit. 56 C: O t 0 ° Hole I.D. Top Hole EI. 1 Blows per 12" 30 Ground water (Using 28 Ib hand surface hammer with a 12" GWS Elev. drop or as noted) P Dote measured Description of Pulled Pipe -77 materials 60 p (S) Sample 500 (S)� taken Refusal 10 Boring Date Terminated at Elev HAND BORING COUNTY I ROUTE ITOTAL PROJECT I I SHEET SBd 1 10 1 14.8/15.5 1 5651 566 REGISTERED CIVIL ENGINEER DATE �o eaOFEssloN4( W`moi ti 5. PIRATHI VIRAJ 1/6/11 u m PLANS APPROVAL DATE No. C71662 a Exp. 12/31/11 The stote of Coliforn ioor its officers or agents sholl not be responsible for the occurocyor si4 CIVI L \P coleteness of sconne0 copies of this pion sheet. lF mpOF CALIFO�N SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 EARTH MECHANICS, INC. 17800 NEWHOPE STREET. SUITE B DYNAMIC CONE PENETRATION BORING CONE PENETRATION TEST (CPT) SOUNDING R. Zezoff C O c O PREPARED FOR THE R. JieS. t o RETAINING T A I N I N G Hole I.D. Hole I.D. Top Hole El. Top Hole EI. PCT NC No Count recorded,2 GWS Elev. Pressure measured along sleeve friction Pushed a Dote measured element (34.88 in2 Pressure measured Driving rate in 6O area) divided by on tip element (2.33 in2 area) seconds per 12" 37 pressure measured POST MILES 15.2 (using a Stanley 56 on tip element. II w a MB 156 percussion 91 58 UNIT: 2232 DISREGARD PRINTS BEARING hammer and a 2.2" 65 OF z cone, or as noted) 43 20 OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-0:-091 FOR REDUCED PLANS 0 I Z 7 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES 113 180 09 15 6 4 2 10 20 30 100 2 0 Friction Ratio (%) Tip Bearing (MPo) Boring Date Boring Date DYNAMIC CONE PENETRATION BORING CONE PENETRATION TEST (CPT) SOUNDING R. Zezoff DRAWN By J. Fan 9 PREPARED FOR THE R. JieS. .n'..` '�V RETAINING T A I N I N G W A L L 8 02 FIELD INVESTIGATION Br: STATE OF CALIFORNIA PCT A DESIGN OVERSIGHT CHECKED By L. Cheang DATE: 09/14/09 to 09/25/09 DEPARTMENT OF TRANSPORTATION R PROJECT ENGINEER ENGINEER POST MILES 15.2 L O G O F TEST BORINGS 2 OF 3 II w a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING PEVISION DATES SeiEET OF z 0 10 OS t0 II/I4/10 19 20 OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-0:-091 FOR REDUCED PLANS 0 I Z 7 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES FILE => $REOUEST CONTRACT NO.: 08-468104 PROJECT ID: 0800000745 No SHEET REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) DIST COUNTY ROUTE TOTAL PROJECT08 1 SBd 1 10 1 14.8/15.5 1 566 1 566 GROUP SYMBOLS AND NAMES Graphic/Symbol Group Names Graphic/Symbol Group Names ® ®Well 5 - 10 -graded GRAVEL 0 Dense Lean CLAY Very Dense GW Sand Coarse No. 10 to No. 4 Lean CLAY with SAND ® 0 . Fine Well -graded GRAVEL with SAND L. Cheon g DATE: 09/14/09 to 09/25/09 DEPARTMENT OF TRANSPORTATION Lean CLAY with GRAVEL POST MILES 15.2 L O G OF TEST BORINGS 3 OF q 3 w a CL SANDY lean CLAY SANDY lean CLAY with GRAVEL 0o Oo DISREGARD PRINTS BEARING Poorly graded GRAVEL 0 0 0° GP OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES GRAVELLY lean CLAY o 20 F H F => TRFOIIF ST GRAVELLY lean CLAY with SAND ® Well -graded GRAVEL with SILT SILTY CLAY GW -GM SILTY CLAY with SAND ® Well -graded GRAVEL with SILT and SAND SILTY CLAY with GRAVEL CL -ML SANDY SILTY CLAY ® Well -graded GRAVEL with CLAY (or SILTY CLAY) SANDY SILTY CLAY with GRAVEL ® GW -GC Well-qraded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY (or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND 0o Poorly graded GRAVEL with SILT SILT o14 GP -GM SILT with SAND o Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL 0 ML SANDY SILT o 00 0 Poorly graded GRAVEL with CLAY (or SILTY CLAY) SANDY SILT with GRAVEL o GP -GC SAND((orrrSIILTdYGCLAYLandtSAND)Y and GRAVELLY SILT o D° GRAVELLY SILT with SAND C, 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 a CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC X/' GRAVELLY ORGANIC lean CLAY 11, oa CLAYEY GRAVEL with SAND I GRAVELLY ORGANIC lean CLAY with SAND SILTY, CLAYEY GRAVEL ORGANIC SILT R000 GC -GM ORGANIC SILT with SAND SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° Well -graded SAND SANDY ORGANIC SILT with GRAVEL SW GRAVELLY ORGANIC SILT °. Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND Poorly graded SAND Fat CLAY SP Ox Fat CLAY with SAND Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY Well -graded SAND with SILT SANDY fat CLAY with GRAVEL SW -SM GRAVELLY fat CLAY Well -graded SAND with SILT and GRAVEL GRAVELLY fat CLAY with SAND Well -graded SAND with CLAY Elastic SILT SW -SC (or SILTY CLAY) Elastic SILT with SAND Well -graded SAND with CLAY and GRAVEL (or SILTY CLAY and GRAVEL) MH Elastic SILT with GRAVEL SANDY elastic SILT Poorly graded SAND with SILT SANDY elastic SILT with GRAVEL SP -SM GRAVELLY elastic SILT Poorly SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND gggraded PoYoded SAND with CLAY Poor SlLT ORGANIC fat CLAY SP -SC ORGANIC fat CLAY with SAND Poorly graded SAND with CLAY and GRAVEL Ior SILTY CLAY and GRAVEL) OH ORGANIC fat CLAY with GRAVEL 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 SANDY ORGANIC SOIL with GRAVEL Q. COBBLES �. COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND FIELD AND LABORATORY TESTING OC Consolidation (ASTM D 2435) CL Collapse Potential (ASTM D 5333) CP Compaction Curve (CTM 216) CR Corrosivity Testing (CTM 643, CTM 422, CTM 41 7) CU Consolidated Undrained Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) OM Moisture Content (ASTM D 2216) OC Organic Content-% (ASTM D 2974) Op Permeability (CTM 220) PA Particle 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 OR R -Value (CTM 301) SE Sand Equivalent (CTM 217) SG Specific Gravity (AASHTO T 100) SL Shrinkage Limit (ASTM D 427) SW Swell Potential (ASTM D 4546) TV Pocket Torvane Unconfined Compression -Soil UC (ASTM D 2166) Unconfined Compression -Rock (ASTM D 2938) UU Unconsolidated Undrained Triaxial (ASTM D 2850) UW Unit Weight (ASTM D 4767) VS Vane Shear (AASHTO T 223) REGISTERED CIVIL' ENGINEER DATE 1/6/11 PLANS APPROVAL DATE stote of Coliforn ioor its officers or agents Ill not be respons ihle for the oCCurocy Or ?pleteness of sconne0 copies of this Dlon sheet SANBAG 1170 W 3RD STREET SAN BERNARDINO, CA 92410 oFEsstoro4, W`moi S. PIRATHIVIRAJ u m C71662 a Exp. 12/31/11 �St4 CIVIL \P >f lF OF CALIF EARTH MECHANICS, INC. 17800 NEWHOPE STREET. SUITE B APPARENT DENSITY OF COHESIONLESS SOILS Description SPT N 60 (Blows / 12 inches) Very loose 0 - 4 Loose 5 - 10 Medium Dense 11 - 30 Dense 31 - 50 Very Dense > 50 MOISTURE Description Criteria Dry Absence of moisture, dusty, dry to the touch Moist Damp but no visible water Wet Visible free water, usually soil is below water table PERCENT OR PROPORTION OF SOILS Description Criteria Trace Particles are present but estimated to be less than 5% Few 5 to 10% Little 15 to 25% Some 30 to 45% Mostly 50 to 100% PARTICLE SIZE Description Size Boulder > 12'' Cobble 3'' to 12'' Grovel 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 R. Zezoff DRAWN By J. Fong PREPARED FOR THE R. Jie 5. Pirothiviroj .n'..` V RETAINING T A I N I N G W A L L 8 0 2 1. 9 � DESIGN OVERSIGHT FIELD INVESTIGATION By STATE OF CALIFORNIA CHECKED R. L. Cheon g DATE: 09/14/09 to 09/25/09 DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES 15.2 L O G OF TEST BORINGS 3 OF q 3 w a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT: 2232 DISREGARD PRINTS BEARING PEVIS101 RITE$ SHEET OF z � OGS CIVIL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 06-01-09) FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE: 08000007451 EARLIER REVISION DATES 03 Hl OI IO 11112110 1 1 1 20 1 20 F H F => TRFOIIF ST CONTRACT NO_: 0A-4F,A104 PR0.IFCT In: nA0000n745