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Home My WebLink About5130x x x x x J a INDEX OF PLANS Sht. No. 1 TITLE SHEET 2-7 TYPICAL CROSS SECTIONS 8 KEY MAP AND LINE INDEX 9-14 LAYOUTS 15-22 PROFILES & SUPERELEVATION DIAGRAM 23-43 CONSTRUCTION DETAILS 44-50 TEMPORARY WATER POLLUTION CONTROL PLANS 51 TEMPORARY WATER POLLUTION CONTROL QUANTITIES 52-57 EROSION CONTROL PLANS STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION ON STATE "aI �Wpa 58 EROSION CONTROL QUANTITIES IN S A N B ERN A R DIN O COUNTY 59-65 CONTOUR GRADINGS 66-73 DRAINAGE PLANS IN F O N T A N A 74-86 DRAINAGE PROFILES FROM 0.5 MILES NORTH 87-105 DRAINAGE DETAILS 106-117 DRAINAGE QUANTITIES TO 0.7 MILES SOUTH OF DUNCAN CANYON ROAD 118-126 UTILITY PLANS UTILITY PROFILES TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2006 127-129 .. 0 6/20/12 o e"'". — 130-132 UTILITY DETAILS 133 CONSTRUCTION AREA SIGNS 134 STAGE CONSTRUCTION 135-141 TRAFFIC HANDLING PLANS 142-143 TRAFFIC HANDLING QUANTITIES 144-149 DETOUR PLANS 150 DETOUR QUANTITIES 151-156 PAVEMENT DELINEATION PLAN 157 PAVEMENT DELINEATION QUANTITIES 158-163 SIGN PLAN 164-172 SIGN PANEL DETAILS 173-175 SIGN QUANTITIES 176-178 SUMMARY OF QUANTITIES 179-221 ELECTRICAL PLANS BEGIN CONSTRUCTION To Rancho Cucamonga RETAINING WALL NO. 1 RETAINING WALL NO. 2 DUNCAN CANYON ROAD OC (WIDEN) Sto 594+00, Join Project by Others 0 o THECONTRACTOR SPECIFIED POSSESS THE CLASS TOOR CLASSES) �/ REVISED PER ADDENDUM No. 2 DATED JULY 30, 2012 OF L RELATIVE BORDER SCALE 0 3 USERNAME => $USER BORDER LAST REVISED 7/2/2010 CALTRANS WEB SITE I5 HTTP/fWWWaDOTaCAoGOV/ IS IN INCHES DGN FILE => $REQUEST )iSt COUNTY 08 SBd VOLUME 1 OF 2 ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEET'. 15 9.82/11.94 1 310 DEL NORTE SISMIYOII I MODOC TRINITY SHASTA L—EN MB—T TEHAM MLUMAS —NN R� SAN FRANCISCO SAN MAT, ANTA LOCATION MAP End work (Route 15) MM To Devore j,/ .. 0 6/20/12 o e"'". — PROJECT ENGINEER DATE GREGORY REGISTERED CIVIL ENGINEER h W. HEFTER 'z N.. 46655 JUNE 22, 2012 Exp. 6/30/13 >}A PLANS APPROVAL DATE sr4r CIVIL THE STATE OF CALIFORNIA OR TTS OFCALIFCALIF 0AE OFFICERS OP AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR n n COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. 00 ww CITY OF FONTANA 00 8353 SIERRA AVENUE a a FONTANA, CA 92335 w ~ w � AECOM a 999 TOWN AND COUNTRY ROAD 00 ORANGE, CA 92868 0 CONTRACT No. 08 - OH 1304 g PROJECT ID 0800000237 a o 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 X X NOTES: 1. DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATION. 2. SUPERELEVATION, AS SHOWN OR AS DIRECTED BY ENGINEER. 3. FOR LOCATION AND TYPE OF HMA DIKE, CONCRETE BARRIER, CONCRETE CURB AND MBGR, SEE LAYOUT SHEETS AND SUMMARY OF QUANTITIES SHEETS. 4. FOR TIE BAR AND DOWEL PLACEMENT DETAILS, SEE Std PLANS P1 , P10, P1 2, P1 7, P1 8, P20, P30, P35, P45 AND P46. 5. FOR LOCATION AND TYPE OF RETAINING WALL, SEE RETAINING WALL PLANS. 6. SAWCUT & REMOVE Exist PAVEMENT SECTION WHERE NEW PAVEMENT SECTION WILL BE PLACED. 7. FOR CONCRETE PAVEMENT -END PANEL PAVEMENT TRANSITION, LANE DROP PAVING DETAILS AND RAMP GORE AREA PAVING DETAILS, SEE Std PLANS P30, P33, P35. R1 26.4'-97.1' HP BIOSWALE 1 "D" LINE Sto 596+45.00 TO 599+83.58 PAVEMENT LEGEND: S/C = SAWCUT AND CONFORM LJ = LONGITUDINAL JOINT IJ = ISOLATION JOINT DESIGN DESIGNATION (ROUTE 15) 2011 ADT = 116000 2030 ADT = 264000 DHV = 23000 V = 75 MPH T = 15% DUNCAN CANYON ROAD R/W HP ES ETW 26.4'-97.1' 3.0' 6.0' 5.0' 12.0' 12.0' 10.0'-22.4' 12.0' 12.0' MEDIAN 2% CURB CURB (TYPE B1-6) 27 Max (TYPE A2-8) 2% CABLE RAILING-� ES HP 54.0' 6.0' 3.0' 0'-90.2' 2% Max 70 CURB D <QT FR (TYPE A2-8) ---- OG Ret WALL NO.,- BIKE O.1-BIKE LANE ETW ES 0'-1 2.0' 15.O'I 4.0' 16.0' 2% CURB (TYPE A2-8) -- Mal 4° A-_ � A l Al G r--�� 1 OG ------ '!�n\'phi\\\----------------- -- - - --Al I \�� ------ DUNCAN CANYON ROAD -------------=--c= "D' LINE Sto 596+00.00 TO 600+91.82 R/W HP ES ETW Z 8'-26' 3.0' 6.0' 5.0' 12.0' DUNCAN CANYON ROAD 12.0' 10.0'13.3' ETW ES HP R/W 12.0' 12.0' 5.0' 4.0' 6.0' 3.0' 2.6'-3' MEDIAN 7.0' X a 2% CURB CURB (TYPE B1-6) 2% o Max (TYPE A2-8) 2% 2% Max a 9• a `-qm -L----_- D OG A` D ----- Al - f& Al CURB (TYPE -A-2-8) -------------------- DUNCAN CANYON ROAD ------ W "D" LINE Sto 594+00.00 TO 594+73.57 DESIGN DESIGNATION ALIGNMENT 2030 ADT 2050 ADT 40 Yr TI (2050) ESAL DUNCAN CANYON CANB RAMPS 24,400 29,300 13 17,368,896 DUNCAN CANYON GASB RAMPS 12,500 15,000 12 8,883,763 NORTHBOUND OFF RAMP 19,400 23,300 12 13,816,814 NORTHBOUND ON RAMP 3,340 4,000 10 2,377,546 SOUTHBOUND OFF RAMP 4,600 5,500 10 3,288,701 SOUTHBOUND ON RAMP 15,000 17,900 12 10,642,008 CABLE RAILING-� ES HP 54.0' 6.0' 3.0' 0'-90.2' 2% Max 70 CURB D <QT FR (TYPE A2-8) ---- OG Ret WALL NO.,- BIKE O.1-BIKE LANE ETW ES 0'-1 2.0' 15.O'I 4.0' 16.0' 2% CURB (TYPE A2-8) -- Mal 4° A-_ � A l Al G r--�� 1 OG ------ '!�n\'phi\\\----------------- -- - - --Al I \�� ------ DUNCAN CANYON ROAD -------------=--c= "D' LINE Sto 596+00.00 TO 600+91.82 R/W HP ES ETW Z 8'-26' 3.0' 6.0' 5.0' 12.0' DUNCAN CANYON ROAD 12.0' 10.0'13.3' ETW ES HP R/W 12.0' 12.0' 5.0' 4.0' 6.0' 3.0' 2.6'-3' MEDIAN 7.0' X a 2% CURB CURB (TYPE B1-6) 2% o Max (TYPE A2-8) 2% 2% Max a 9• a `-qm -L----_- D OG A` D ----- Al - f& Al CURB (TYPE -A-2-8) -------------------- DUNCAN CANYON ROAD ------ W "D" LINE Sto 594+00.00 TO 594+73.57 BORDER LAST REVISED 7/2/2010 USERNAME=>$USEH DGN FILE => $REQUEST "D" LINE Sto 599+26.72 TO 600+01.74 -TUBULAR HAND RAILING R/W -16.5 '--Conc BARRIER (TYPE 732 MOD) OG \-Ret WALL No. 1 ES ES HP R/W 4.0- 6.0' 3.0' 2.6'- 3' 7.0' 21' 4:1 Max - Max CURB (TYPE A2-8) "D" LINE Sta 593+39.92 TO 594+00.00 i5t COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 2 310 f - 6/20/12 e ocEssJON REGISTERED IVIL ENGINEER DATE e GREGORY W. HEFTER JUNE 22, 2012 No, 46655 z PLANS APPROVAL DATE A THE STATE OF CAL IFORNTA OR ITS OFFICERS EXP 06/30/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4CF of - 1FOR�� COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 TYPICAL STRUCTURAL SECTIONS A 0.20'HMA (TYPE G) RUBBERIZED 1.25'HMA (TYPE C) 0.50'AB (CLASS 2) Al 0.45'HMA (TYPE C) 0.80'AB (CLASS 2) 1.30'JPCP B 0.10'HMA (TYPE A, BOND BREAKER) 0.50' LCB 0.70'AS (CLASS 2) 0.95'JPCP C 0.10' HMA (TYPE A, BOND BREAKER) 0.40'LCB OO 60' AS (CLASS 2) D 0.40' PCC Exist Fwy Pvmt (CONSTRUCTED BY OTHERS, PROJECT ID 08000200491) E 1.30'JPCP 0.10' HMA (TYPE A, BOND BREAKER) 0.5' LCB Ti st Fwy Shld ONSTRUCTED BY OTHERS, PROJECT ID 08000200491) 0'JPCP 10'HMA (TYPE A. BOND BREAKER) 9��% V V V v v v If G 0.50 Conc BED (ROCK TREATMENT) 40'AB (CLASS 2) 0. H 0.10' HMA (TYPE A, BOND BREAKER) 0.35' LCB 0.50' AS (CLASS 2) Exist DUNCAN CANYON Rd 4I 0.3' AC 0.4CATCH 5'AB POINT R/W VARIES VARIES 10 REVISED PER ADDENDUM N0. 2 DATED JULY 309 2012 RELATIVE BORDER SCALE UNIT 2232 IS IN INCHES REFER TO PLAN FOR REFER TO PLAN FOR R/W INFORMATION R/W INFORMATION 10.0' 4:1 OR SLOPE ROUNDING FLATTER \ 7N� SLOPE ROUNDING DETAIL (TYPICAL) TYPICAL CROSS SECTIONS NO SCALE X'1 PROJECT NUMBER & PHASE 0800000237 M. a a 0 a z 0 J X Q v 0 W v LnL BORDER LAST REVISED 7/2/2010 USERNAME=>$USEH DGN FILE => $REQUEST "D" LINE Sto 599+26.72 TO 600+01.74 -TUBULAR HAND RAILING R/W -16.5 '--Conc BARRIER (TYPE 732 MOD) OG \-Ret WALL No. 1 ES ES HP R/W 4.0- 6.0' 3.0' 2.6'- 3' 7.0' 21' 4:1 Max - Max CURB (TYPE A2-8) "D" LINE Sta 593+39.92 TO 594+00.00 i5t COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 2 310 f - 6/20/12 e ocEssJON REGISTERED IVIL ENGINEER DATE e GREGORY W. HEFTER JUNE 22, 2012 No, 46655 z PLANS APPROVAL DATE A THE STATE OF CAL IFORNTA OR ITS OFFICERS EXP 06/30/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4CF of - 1FOR�� COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 TYPICAL STRUCTURAL SECTIONS A 0.20'HMA (TYPE G) RUBBERIZED 1.25'HMA (TYPE C) 0.50'AB (CLASS 2) Al 0.45'HMA (TYPE C) 0.80'AB (CLASS 2) 1.30'JPCP B 0.10'HMA (TYPE A, BOND BREAKER) 0.50' LCB 0.70'AS (CLASS 2) 0.95'JPCP C 0.10' HMA (TYPE A, BOND BREAKER) 0.40'LCB OO 60' AS (CLASS 2) D 0.40' PCC Exist Fwy Pvmt (CONSTRUCTED BY OTHERS, PROJECT ID 08000200491) E 1.30'JPCP 0.10' HMA (TYPE A, BOND BREAKER) 0.5' LCB Ti st Fwy Shld ONSTRUCTED BY OTHERS, PROJECT ID 08000200491) 0'JPCP 10'HMA (TYPE A. BOND BREAKER) 9��% V V V v v v If G 0.50 Conc BED (ROCK TREATMENT) 40'AB (CLASS 2) 0. H 0.10' HMA (TYPE A, BOND BREAKER) 0.35' LCB 0.50' AS (CLASS 2) Exist DUNCAN CANYON Rd 4I 0.3' AC 0.4CATCH 5'AB POINT R/W VARIES VARIES 10 REVISED PER ADDENDUM N0. 2 DATED JULY 309 2012 RELATIVE BORDER SCALE UNIT 2232 IS IN INCHES REFER TO PLAN FOR REFER TO PLAN FOR R/W INFORMATION R/W INFORMATION 10.0' 4:1 OR SLOPE ROUNDING FLATTER \ 7N� SLOPE ROUNDING DETAIL (TYPICAL) TYPICAL CROSS SECTIONS NO SCALE X'1 PROJECT NUMBER & PHASE 0800000237 a BORDER LAST REVISED 7/2/2010 DUNCAN CANYON ROAD R/W HP ES ETW COUNTY ROUTE ETW ES HP R/W SHEET 33' 3.0 12.0' 5.0' 12.0' 4.0' 12.0' 14' 1 24' 14' 1 12.0' 1 12.0' 5.0' 12.0' 3.0'34'-132' JUNE 22, 2012 w No. 46655 AND A E.c 06/30/13 }m THE STATE OF CALIFORNIA OR 175 OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FORST THE ACCURACY OR COMPLETENESS OF ELECTRONIC a` OF CAL lFO��,P COPIES OF 71'115 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY LEFT TURN LANES/MEDIAN 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 Vor 2% CURB (TYPE B1-6) 2% MPX Max CURBQTYPEA2-8) 2% 2% ~— y CURB (TYPE A2-8) Max 4'' OG A -A----------- --+-- ❑ �qX OG -A-------D-- DUNCAN CANYON ROAD "D" LINE Sta 612+37.91 TO 613+67.11 c DUNCAN CANYON ROAD HP ES ETW IETW ES HP .0' 6.0' 8.0' 12.0' 12.0' 28.0' 12.0' 12.0' 8.0' 6.0' .0' LEFT TURN LANES/MEDIAN 2%CURB 2% Max CURB (TYPE A2-8) f 2% ?� (TYPE A2-8) Max 9 ' OG A.� MoX Mok OG D A - _____----- D--- - DUNCAN CANYON ROAD "D" LINE Sto 600+91.82 TO Sto 604+88.87 Sta 608+77.66 (EB) TO Sta 611+43.24 Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 3 310 ' 6/20/12 ROF ESS �a REGISTERED VIVIL ENGINEER DATE Nq oe �4 GREGORY W. HEFTER z JUNE 22, 2012 w No. 46655 PLANS APPROVAL DATE A E.c 06/30/13 }m THE STATE OF CALIFORNIA OR 175 OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FORST THE ACCURACY OR COMPLETENESS OF ELECTRONIC a` OF CAL lFO��,P COPIES OF 71'115 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 a N �Q o� N.. \ In N N N •• \ O I� II p p W W F F H F 0 � d J a p � TYPICAL CROSS SECTIONS wo NO SCALE X-2 e o �o USERNAME=>AECOM RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ca002.dgn IS IN INCHES "R-1' LINE Exist Exist Fwy Fwy R/W HP ES ETW ES ES ETW Var 15.0' 8.0' 1 Var 14.0' Var 1 10.0' x 10.5'-12.8' 21.2'-26.9' 9.0'- HMA DIKE 22.0 S/C (TYPE D) IJ CL FENCE x (TYPE 5% 2% Vor0�� % 2% - ----- OG A,\ �/ ROCK BLANKET RCP - v / `Exist DITCH SB ENTRANCE RAMP "R-1" LINE Ste 567+55.68 TO Sta 569+01.90 "R-1" Exist LINE Fwy R/W HP ES ETW ETW Vor 5.0' Var Var Var x 12.8-30.1 8.0- 12.0-21.2 i 0- 10.0' 23.0' HMA DIK LJ S/C L(TYPCLENCE(TYPE D) iE CL -6) 5% 2% 2% x OG A. > �� F E a RCP / Exist DITCH Jz W SB ENTRANCE RAMP "R-1" LINE Ste 561+69.81 TO Ste 567+55.68 o Exist Fwy > R/W HP ES ES Var 5.0' 10' v x 23.0'-28.3 W a IL o W CL FENCE 2 MATCH LINE (TYPE CL -6) 0 x IJ zcc----- ------- OG --- (g A:1 �- �,aw--- Exist E DITCH RCP HMA DIKE FBI zo (TYPE D) x SB ACCELERATION LANE Of "ROUTE 15" Ste 551+69.68 TO Ste 561+69.81 Ln z a Exist Fwy o R/W HP ES ETW ES Var 25.0'-30.3' Var 10' Var Z CL FENCE 3.0' 0'-13' 0'-12' (TYPE CL -6) S/C a IJ d 0 4:1 Mox 5% 2% 2% OG LJJ / LJ E X a _\ Exist DITCH - U SB ACCELERATION LANE AND TRANSITION "ROUTE 15" Ste 545+68.82 TO Ste 551+69.68 V USERNAME _> AECOivI BORDER LAST REVISED 7/2/2010 DGN FILE => R:AFONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ca003.DGN R/W HP ES ETW 166.3' & Var 5.0' 8.0' 12.0' 12.0' x Var 84.0'-150.0' 5% CL FENCE TO 12% 2% TO 12% (TYPE CL -6) x Conc BARRIER Ae� (TYPE 732 Mod) Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 4 310 ' 6/20/12 ROFESs,p REGISTERED IVIL ENGINEER DATE Nq 1e �4 GREGORY W. HEFTER z JUNE 22, 2012 w No. 46655 PLANS APPROVAL DATE � A E.c 06/30/13 }m THE STATE OF CAC lFORNIA OR /TS OFFICERS CIVIL OR AGENTS SHALL NOT BE RE5,'ONS75LE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC a` pF CnL lFO��,P COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 "R-1' LINE ES 12.0' 4.0' HP 18.0' Min HMA DIKE © \ "WAL/L (TYPE D) O -- "R-1" LINE TO Ste 576+78.18 TO 578+74.09 4:1 OR "R-1"FLATTER LINE ES e. R/W HP ES ETW 18.0'MIn 77.0' & Var 5.0' 8.0' ' 12.0' _ 12.0' 12.0' 4.0HP x Var � 3 - 42.0'-84.0' 5% CL FENCE TO 12% 2% TO 12% (TYPE CL -6) 9 7 � x 4:1 OR OG FLATTER A°1 HMADIKE C / (TYPE D) Exist DITCH ✓� ; ax BIOSWALE "R-1" LINE TO Sta 574+61.95 TO 576+78.18 "R-1" LINE ES R/W HP ES ETW 18.0' Ml Var 5.0' Var 12.0' & Varl 12.0' 12.0' 4.0' x 10.5'-77.0' 8.0'- HP HMA DIKE 15.0" 0' CL FENCE (TYPE D) 5% (TYPE T 12% 2% TO 12% CL -6) F�pZZER -- - -- - --- -- -9 M k OG A ,OG R/W Exist RCP-:O, CP DITCH o N SB ENTRANCE RAMP \o R/w "R-1" LINE Ste 569+01.90 TO Ste 574+61.95 Var 52.0'-82.0' 0 4'70G � F�ATrfR / RELATIVE BORDER SCALE IS IN INCHES Sto 573+17.20 TO Sto 574+61.95 00 �w ~~ o~ 0 a J a �w a � TYPICAL CROSS SECTIONS wo �o NO SCALE is -3 e o �o UNIT 2232 PROJECT NUMBER & PHASE 0800000237 "R-2" Exist Exist LINE Fwy Fwy ETW ES ES ETW ES HP R/W 10.0' Vor 14.0 12.0' 12.0' 1 8.0' 1 27.0' x 9.0'- 3.0' x S/C 22.0' - CL FENCE IJ (TYPE CL -6) �- 5% Var, 2% 5°% MBGR � --- - - ----------- 9.1 M F ----- -OG _ Ok EJ ROCK BLANKET - - \ o C � � 9 � D:1 4:1 OR m B f / FLATTER o w Exist DITCH) / w 0 cr 36" PIPE w BIOSWALE w � � Q NB EXIT RAMP "R-2" LINE Sta 569+34.39 TO Sto 570+65.02 X Exist "R-2" Fwy LINE ETW ETW ES HP R/W Vor 12.0' 12.0' 8.0' Var 27.0'-43.8' 0'-23.0' i 3.0' CL FENCE S/C IJ LJ LJ - r (TYPE CL -6) 2% 5% MBGR } - ----- \ 4t7 X OG - -- -- �m � /��------�4:1 OR �o �2 B �\ FLATTER Exist DITCH J w BIOSWALE �o �36" PIPE X 0 NB EXIT RAMP "R-2" LINE Sta 566+63.75 TO Sta 569+34.39 Of m � W Exist Fwy ~ a IL ES ES HP R/W o W Var Var 43.8'-54.0' = 8.0'-10.0 ('3 MATCH LINECL FENCE W Vor 0'-27.03.0' (TYPE CL -6) Q IJ Min Sta 558+41.83 TO MBGR of Sto 564+35.13 to 10.1 Sta 561+72.37 1 5/. FLA OR Sta 566+63.75 z - - - - TER -ilc :1 OR E Exist DITCH // 9i p•1 4 z \ FLATTER R/W o ES 57.0' X BIOSWALE x 0 a B O PIPE 10:1 10:1 OR - Q_ FLATTER--- L NB DECELERATION LANE & TRANSITION /r Exist DITCH "Rte 15" Sto 552+21.90 TO Sta 566+63.75 \' 0 48" PIPE Exist Fwy w ES ETW ES HP R/W V r 10.0' Var Var CL FENCE S/C 0'-12.0' 0 -10.0 25.0 -54.0 (TYPE CL -6) 0 3.0' G IJ LJ 'g 5% 5% _ x Of OG MBGR at 4:1 Max ---MIC - B Sto 551+18.50 to Sto 552+42.00 NB DECELERATION LANE N11 "Rte 15" Sta 549+63.76 TO Sto 552+21.90 USERNAME=>AECONI BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ca004.DGN "R-2" Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 5 310 6/20/12 REGISTERED IVIL ENGINEER Q�oVEss�oN DATE o a, GREGORY i W. HEFTER z JUNE 22, 2012 U No. 46655 PLANS APPROVAL DATE A Exp 06/30/13 THE STATE OF CALIFORNIA OR ITS OFFICERS CIVIL OR AGENTS SHALL N07 BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC OF OF c LIVo�N COPIE5 OF T11I5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 "R-2" LINE ES ETW 18.0' Min 4.0' 12.0' 1 12.0' 12.0" ETW 10.0' ES HP Vor R/W 73.1'-155.0' HP 3.0' Var CL FENCE 12.0'-45.0' (TYPE CL -6) LJ PCC TERMINI 10:1 OR x -4% TO 3% LJ FLATTER �o+T CABLE RAILING a CURB CURB --- /-Ret WALL No. 2 OG(TYPE A2-8) C (TYPE A2-4) --- IDG -------_ ---------------------- -- --- 4:1 OR FLATTER NB EXIT RAMP Exist DITCH\\ L/ ✓ RECTANGULAR "R-2" LINE Sta 585+33.68 TO Sta 586+72.40 Conc Chnl "R-2" ES ETW LINE 18.0' Min .0 0'-12.0' 12.0' 12.0' ETW 10.0" ES Vor R/W Hp 14.3 -73.1' x 3, 6' CL FENCE Var 6.0'-15.0' E (TYPE CE 7% TO �o+ X12% Conc BARRIER a1 --- (TYPE 732 Mod) OG C _ _ _ Ret WALL No. 2 OG ------\\ ___ ---- 4:1 OR Exist DITCH - 1\ FLATTER FLA NB EXIT RAMP RECTANGULAR "R-2" LINE Sta 578+66.35 Sta 585+33.68 "R-2" HP Var R/W ES LINE 18.0' Min i ETW ES 14.0'-27.0' x 4' 12.0' 12.0' Var 3.0' FENCE (TYPE CL -6) HP 3.C' 8 0 - i 10.0' Mo X 2% TO 10%T0210% MB OG OG :A _-- - ------ ----xis B � _ 'T/)i�\\\\ ------ - 1 4:1 OR �� A' FLATTER Na 4:1 Max \/ BIOSWALE ES 13.0'-23.0' R/W oN� C 0-24-36" x NN N PIPE 4:1 NB EXIT RAMP Exist DITCH----MOk____ _ ow "R-2" LINE Sta 570+65.02 TO Sta 578+66.35 P►PE� 90 Sta 578+13.26 TO 24 a a Sto 578+66.35 a - o � TYPICAL CROSS SECTIONS 0 10 NO SCALE X-4 ' o 0 RELATIVE BORDER SCALE ° -' IS IN INCHES i I i I i I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 "R-3" Exist Exist LINE Fwy Fwy ETW ES ES ETW ES HP R/W 10.0' Var 4.0'l Var 8.0' Var 47.4'-70.0' > 9.0'- 21.4'-24.0' & Var om > w m S/C 22.0' i 3.0' <o IJ x CL FENCE <� w i TYPE CL -6 2% 5% 5% Var rOG <o v ----- -' -- - ------ 4` Max - p7 ----- 0 --�-- F B ROCK BLANKET-- > , BIOSWALE W � Y a U- Exist DITCH-. o Lu = NB ENTRANCE RAMP 0"R-3" LINE Sta 592+97.77 TO 594+44.00 W z � "R-3" LINE z 0 Exist ''R-3" Fwy LINE x Q ETW ETW ES HP R/W x of Var Var Var Var 0 0'- i 12.0'-21.4' 10.0'- 39.6 -47.4 S/C 23.0 15.0' CL FENCE LJ LJ 3°0, (TYPE CL -6) IJ i x 2% 5% OG 4 4:1 Max o E FO MBGR Sto 596+82.81 / w } m TO Sto 600+29.86 \ / BIOSWALE w > w B Q 0 Exist DITCH x LLJizn NB ENTRANCE RAMP "R-3" LINE Sta 594+44.00 TO Sto 600+29.86 "R-3" Exist Exist LINE Fwy Fwy ETW ES ES ETW ES HP R/W 10.0' Var 4.0'l Var 8.0' Var 47.4'-70.0' > 9.0'- 21.4'-24.0' & Var om > w m S/C 22.0' i 3.0' <o IJ x CL FENCE <� w i TYPE CL -6 2% 5% 5% Var rOG <o v ----- -' -- - ------ 4` Max - p7 ----- 0 --�-- F B ROCK BLANKET-- > , BIOSWALE W � Y a U- Exist DITCH-. o Lu = NB ENTRANCE RAMP 0"R-3" LINE Sta 592+97.77 TO 594+44.00 W z � "R-3" LINE BORDER LAST REVISED 7/2/2010 18' Min 14.0' HP _�T 3.0' Mox ETW ES HP 12' 12' 8' 3.0' 2% TO 12% 2.8% TO 127 Var 70.0'-101.6 /M ox -------------- MBGR Sto 590+88.23 TO Sto 591+52.56 9. NB ENTRANCE RAMP "R-3" LINE Sto 587+21.88 TO Sto 592+99.29 USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ca005.DGN "--4:1 Exist DITCH BIOSWALE R/W � OG CL FENCE (TYPE CL -6) RELATIVE BORDER SCALE IS IN INCHES S/C ist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 6 310 6/20/12 ROFEs 'a REGISTERED IVIL ENGINEER DATE oe /v"�4 GREGORY W. HEFTER z JUNE 22, 2012 w PLANS APPROVAL DATE � No. 46655 A }m THE STATE OF CAC lFORNIA OR /TS OFFICERS E.c 06/30/13 OR AGENTS SHALL NOT 5E RESPONS/BLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC a` pF CAL IFa��,P COPIES OF 71'115 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 �FONTANA, CA 92335 Exist Exist Fwy Fwy ETW ES ES HP R/W CL FENCE (TYPE CL -6) -OG m NB ENTRANCE RAMP "R-3" LINE Sto 600+29.86 TO Rte 15 Sto 606+34.64 TYPICAL CROSS SECTIONS NO SCALE X -5 0 22 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 z 0 x Q of 0 cla o C z a d LLJizn a Z 0 a U V^ 0 BORDER LAST REVISED 7/2/2010 18' Min 14.0' HP _�T 3.0' Mox ETW ES HP 12' 12' 8' 3.0' 2% TO 12% 2.8% TO 127 Var 70.0'-101.6 /M ox -------------- MBGR Sto 590+88.23 TO Sto 591+52.56 9. NB ENTRANCE RAMP "R-3" LINE Sto 587+21.88 TO Sto 592+99.29 USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ca005.DGN "--4:1 Exist DITCH BIOSWALE R/W � OG CL FENCE (TYPE CL -6) RELATIVE BORDER SCALE IS IN INCHES S/C ist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 6 310 6/20/12 ROFEs 'a REGISTERED IVIL ENGINEER DATE oe /v"�4 GREGORY W. HEFTER z JUNE 22, 2012 w PLANS APPROVAL DATE � No. 46655 A }m THE STATE OF CAC lFORNIA OR /TS OFFICERS E.c 06/30/13 OR AGENTS SHALL NOT 5E RESPONS/BLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC a` pF CAL IFa��,P COPIES OF 71'115 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 �FONTANA, CA 92335 Exist Exist Fwy Fwy ETW ES ES HP R/W CL FENCE (TYPE CL -6) -OG m NB ENTRANCE RAMP "R-3" LINE Sto 600+29.86 TO Rte 15 Sto 606+34.64 TYPICAL CROSS SECTIONS NO SCALE X -5 0 22 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x SB EXIT RAMP "R-4" LINE Sta 596+46.10 TO Sta 597+76.73 "R-4" LINE ES ETW R/W HP ES ETW i 18.0' Win 1 10.0' Var 471.0'-123.0' 8 0, Var 12.0'-36.0' 4' HP CL FENCE 3.0 6.5' 11 3.0" (TYPE CL -6) MBGR in 3°0 2% TO 12% o m m Sta 586+50.00 to 12% TO -10% �o o Sta 596+46.10 qe OSP 10:1 OR OR IBIOSWALE ^' - FLATTER --------- FCQrrfR --------- --- --- OG u0 v `L1p1\ -\---------- H \\ /Exist DITCH x o J > A HMA DIKE (TYPE A) BIOSWALE Sto 580+93.90 TO 594+00.00 Sto 580+30.05 w /2TON RIP RAP B EXIT RAMP TO 589+61.39 "R-4" LINE Sta 580+93.90 TO Sta 596+46.10 J a LL COUNTY o Lu TOTAL PROJECT No. "R-4" v SBd 0 9.82/11.94 W 310 LINE 6/20/12 z � ETW z 0 W. HEFTER z JUNE 22, 2012 w No. 46655 a A E.c 06/30/13 Of Exist Exist x R /W z 8353 SIERRA AVENUE �FONTANA, a Fwy Fwy 0- 23.0' 0 R/WHP ES ETW 47.0' 8.0' 1 12.0' ES 114.0' ES Var 1 ETW 10.0' S /C x 3.0' CL FENCE 9.0'- LJ I 11 22.0' S/C 3.0' Var 5% Q21 2J% CL FENCE MBGR Min 0`-6.5 ' X -i- (TYPE CL -6) x 5/ 2% 11 Vor 5% m w 4.1 OR FLATTER B OG F� 10:1 OR y° FLATTER / BIOSWALE > p\� ---- Exist DITCH I J n w 1 A• \ / \ ROCK BLANKET OF E "R-4" LINE w � o BIOSWALE Exist DITCH x SB EXIT RAMP "R-4" LINE Sta 596+46.10 TO Sta 597+76.73 "R-4" LINE ES ETW R/W HP ES ETW i 18.0' Win 1 10.0' Var 471.0'-123.0' 8 0, Var 12.0'-36.0' 4' HP CL FENCE 3.0 6.5' 11 3.0" (TYPE CL -6) MBGR in 3°0 2% TO 12% o m m Sta 586+50.00 to 12% TO -10% �o o Sta 596+46.10 qe OSP 10:1 OR OR IBIOSWALE ^' - FLATTER --------- FCQrrfR --------- --- --- OG u0 v `L1p1\ -\---------- H \\ /Exist DITCH x o J > A HMA DIKE (TYPE A) BIOSWALE Sto 580+93.90 TO 594+00.00 Sto 580+30.05 w /2TON RIP RAP B EXIT RAMP TO 589+61.39 "R-4" LINE Sta 580+93.90 TO Sta 596+46.10 J a LL COUNTY o Lu TOTAL PROJECT No. SHEET v SBd 0 9.82/11.94 W 310 cc 6/20/12 z � ETW z 0 W. HEFTER z JUNE 22, 2012 w No. 46655 a A E.c 06/30/13 Of OR AGENTS SHALL NOT BE RESRE ONSJBLFOR ST THE ACCURACY OR COMPLETENESS OF ELECTRONIC a` OF CAL IF��,P COPIES OF THIS PLAN SHEET. 0 cl- R /W z 8353 SIERRA AVENUE �FONTANA, a CA 92335 3.0' 0- 23.0' 0 LL CL FENCE (TYPE CL -6) a "R-4" LINE HP ES ETWI ES 8.0 12.0' 12.0 1 12.0' 114.0' 3.0' HP PCC TERMINI 3.0' r LJ ---\4% TO -2% c /� LJ� 7 O� `CURBLLj h o A (TYPE A2-8) CURB <q OG (TYPE A2-8) TTFj1> ------ I�-Exist DITCH BIOSWALE \/ SB EXIT RAMP 'R-4" LINE Sta 579+13.85 TO Sta 580+93.90 �NO BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ca006.DGN RELATIVE BORDER SCALE IS IN INCHES Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 7 310 ' 6/20/12 RoFESSIQ REGISTERED IVIL ENGINEER DATE Nq ETW oe GREGORY W. HEFTER z JUNE 22, 2012 w No. 46655 PLANS APPROVAL DATE A E.c 06/30/13 }m THE STATE OF CALIFORNIA OR TTS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESRE ONSJBLFOR ST THE ACCURACY OR COMPLETENESS OF ELECTRONIC a` OF CAL IF��,P COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 0 2 3 00 F w o� 0 a J a F w a � o� TYPICAL CROSS SECTIONS wo NO SCALE X-6 e o �o UNIT 2232 PROJECT NUMBER & PHASE 0800000237 'R-4" Exist LINE Fwy R/W HP ES ETW ETW 47.0' 8.0' 12.0' Vor x 3.0' 0- 23.0' S /C CL FENCE LJ I (TYPE CL -6) MBGR 5% Q21 2J% OG X -i- A/ F U \ 4.1 OR FLATTER B BIOSWALE Exist DITCH SB EXIT RAMP Q oN "R-4" LINE Sta 597+76.73 TO Sta 601+98.66 N N N •• \ O 0 2 3 00 F w o� 0 a J a F w a � o� TYPICAL CROSS SECTIONS wo NO SCALE X-6 e o �o UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x o W m m Q� c J z Li �o Y U -C% J V1 L Q W U U % Q V) cr cr W D W J Q LL C) W v z � W z z 0 v x x Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 8 310 6/20/12 ROFESsto REGISTERED VIVIL ENGINEER DATE N41 oe �e GREGORY W. HEFTER JUNE 22, 2012 NEx PLANS APPROVAL DATE 6/30/ Exp 06/30/13 �A THE 5747E OF CALTFOFN/A OR TTS OFF7 � CIVIL OR AGENTS SHALL NOT dE RESPON576LE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC 'OF cn �FOPN�� COPIES OF THIS PLAN SHEET. AECOMCI OF FONTANA 999 TOWN AND COUNTRY �373 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 Q Z Q U Li 0 ;® v> LI - BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130da001. DGN SAME NUMBER AND ORIENTATION FOR ALL PLAN VIEW SHEETS RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES I I I I I KEY MAP AND LINE INDEX NO SCALE K- 1 PROJECT NUMBER & PHASE 0800000237 USERNAME=>AECOM DGN FILE => R:\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT I No. SHEETS FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD 08 SBd 15 9.82/11.94 9 310 MAPS AT DISTRICT OFFICE. LEGEND - IIIIIIII R /W - — w 6/20/12 ROFEssro CIVIL Na NOTES: - z REGISTERED ~ SB ENGINEER DATE oe 1. FORLIMITSAND DETAILS OF RETAINING WALL SEE CITY R/W 9 - GREGORY W. HEFTER �cm RETAINING WALL PLAN. - Exist CITY R/W " JUNE 22, 2012 NO' 46655 --F--F-- TOE OF SLOPE FILL ROUTE 15 PLANS APPROVAL DATE w Exp 06/30/13 _ J A 2. FOR LOCATION AND DETAILS OF SIDEWALK, DRIVEWAY AND CURB RAMP SEE CONSTRUCTION DETAILS. -C--C - TOE OF SLOPE CUT rvE STATE OF CALIFORNIA OR ITS OFFICERS o w OR AGENTS SHALL N07 6,' RESPONSIBLE FOR s, CIVIL `P 9 ANGLE POINT 9 540 1 w rvE AccuRAcr OR coMPLErENEss OF ELECTRONIC rEOF cn Ico�N COPIES OF THIS PLAN SHEET. 3. FOR CURB AND HMA DIKE OPENINGS, SEE DRAINAGE PLANS.PARCEL BOUNDARY "ROUTE -19" 3 11'Rt z,wi1 AECOM CITY OF FONTANA 4. HORIZONTAL DATUM HPGN NAD -83, EPOCH 1992.88, ZONE 5 IS Beg 50' MBAR (-TYPE 1W_N 'J B - 999 TOWN AND COUNTRY 8353 SIERRA AVENUE 0 USED FOR THIS PROJECT. ALTERNATIVE INLINE - ORANGE, CA 92868 FONTANA, CA 92335 o > TERMINAL SYSTEM (TYPE FT) a w 5. VERTICAL DATUM NGVD-29. > w Q "ROUTE 15" 540+36.98 93.11'Rt END 50'MBGR (TYPE 16A) WITH EAA (TYPE SFT) tr C W � �� z �� Rte 15" 553+63.20, 110.00' Lt Rte 15' 545+68.00, 133.00' LtBeg50' MBGR (TYPE 16A) Beg CL FENCE (TYPE CL -6) � � � � � � � � J - � � r EAA (SFT) Beg FENCEco \ WITH I >z I t OI ExtF NCE Rte 15" 553�8� 1 \ - - REMOVE 63' Exist R- \ m =�_ �(I - -- - _ - / -- - J --- r �__�-�-- - -- - -----�j-- - - -- - - - - - - - "Rte 15" 545+68. 2 82,9.8"Lt - - -Ll i- Rte 15'' 554 4-13.20, 110' Lt CC FENCE (TYP ) "Rte 15' 557+69.76 82.74' Lt �i Beg -COUS-TRUCL' END--5A'-MBGR�z-Y 16A)-- -- - PE - -Beg MATCH - - END TAPER - Et)iVFf7RIG1� int Pvmt _ ESAWCUT - - _ - - �U CAN CANYON Rd �— A. ALTERNATIVE LINE _ _ Beg -TAPER - -� \ Beg MATCH LINE �- TERMINAL SYST (TYPE - __ - - m M - - _ - __--- ET)- - _ - _-- - -- --�R ao Jz o w Beg SAWCUT-�- /W I - - J� u') - ------------------------- - ----- o MATCH LINE - - - - - - - - C_ - - - - SB `(1V2' T,5 (1>w 15 ( i W �... Q o IL W w w N z - - _ _ �c ROUTE 15 33065.8 ._ 44°4 7'E- _ w W =J ('3 W � a 6 7 g 9 550 1 2 4 555 7 -8 Rte $E'L Rte 1 5"-552+21 .: �_ � " - - - - - - - -\ _. '-,Beg CONSTRUCTION - - END T R - - - - - - - - �. - - - - N END SAWCU ASPH NB w \ 9 -560 - - - - (1 2' (12,) o v= w ? a ° 5 - - - - - - - - eg MATCHLIN_E - - - - - - - - - - - --�\ - TPvmt _ _ L J _All, CONFORM Exist _ �S/C - - - - - - - - - - - - - - - - - - MATCH LINE— Beg TAPIEB---------------- - � Beg SAWCIJT -- - __ =-- ------------- - - - - - - —� - - - - -------- ------ - -( 1 2) x a o of - R/W CL "Rte 15'' 552+42. 105.00'Rt FEN CE (TYPE CL -6) REMOVE Exist Conc Chni (SEE DRAINAGE) o z 'Rte 15" 5 9+63.00, 132.39' Rt END 5APERGR (TYP 16A) WITH EAA (TYPE SFT) Beg L FENCE (TYPE CL -6) Beg REMOVE Exist FENCE JOIN Exist FENCE ' � - - e 15' 551+92,06 105,00 Rt �Beg 501MBGR (TYPE 16A) / f R/W -/W -_ Ft G CD -LINE� ALTERNATIVE IN TERMINAL SYSTEM (TYPE. ET),, "Rte 15" 557+91.09 162.00' Rt ANGLE POINT "Rte 15" 588+59.00, 162.00' Rt o CL FENCE (TYPE CL -6) CHAIN LINK GATE (W=5') "Rte 15" 558+19.36, 133.00' Rt ANGLE POINT a CL FENCE (TYPE CL -6) of Li ABBREVIATIONS: S/C SAWCUT AND CONFORM o C&G CURB AND GUTTER LAYOUT w EAA END ANCHOR ASSEMBLY N SCALE : 1 "=50' L ' 1 USERNAME=>AECOM DGN FILE => R:\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 1 1 1 1 1 I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 X FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. "R-1" 572+11.67. 44.00' Lt END TAPER "R-1" 572+00.00 36.00' Lt END 30:1 TAPER "R-1" 571+79.86, 52.53' Lt END DIKE (TYPE F) Beg DIKE (TYPE D) l 571 \y / \ \ \\TERN\IVE INCLINE TERMINAL SYSTEM (TYPE ET)LR Beg TAPER A /ii L I "R -1" 571+20.09, 49.02' Lt - - /I R 1 END 50' MBGR TYPE 16A Rte " 5�136,55 �, � 570+70.09, 47.35' Lt _- 60+86.00 136 3 L .+,>� �� \V Beg 50' MB TYPE 16A - CHAT LIN GATE (W�', / %�� i' �`o �/ � � � W+TH A (TYPE SFT) -_ R-1" 5706c84, . 46.67' Lt "Rt Q+99,00 Exist UMP STATION �8< �s C�Nr"= ND 15:1 TAPER-oM'Exist MBG3- (PROTECT IN PLACE) s "R-1" 570+5974 47.84'Lt 15" T+69.37 105.00' Lt � - : +69.87�IZ 00' Lt END DIKE .(- YPE D)\ - o B —JOa11 AP CL FENCE (TYPE CL 6) - ig A DIKE (TYPE D) +� R/ _ DIKE (TYPE F) A, - 1 569+6 1 3 36.1 8 L_ "R-1" 561+69.8 12.00' Lt Be s R 1 566 37.19 0 Beg SA,WCUT R/W Dist COUNTY ROUTE TOTAL PROJECT NO. SHEET 08 SBd 15 9.82/11.94 10 310 0 6/20/12 REGISTERED IVIL ENGINEER eR�F ESS 10N DATE o 4� 3000.00' GREGORY i 83.68' W. HEFTER z JUNE 22, 2012 NO. 46655 PLANS APPROVAL DATE A Exp 06/30/13 THE STATE OF CALIFORNIA OR ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CALIF°g0 COPIE5 OF T11I5 PLAN SHEET. AECOM ITY OF FONTANA 999 TOWN AND COUNTRY353 7ONTANA, SIERRA AVENUE ORANGE, CA 92868 CA 92335 om END MATCHLINE _ -_ _\ EC - - w m Lo aw o BC R- 1 LINE _ N40°27'8"E 571 � � N R-1' 564+69.87 916.2; 572 0 u j' HM� 6 1<E (TYPE D) _ 570 / z w in w O - aw =U Ln --_ 6 567 8 -� ----- - - -----566---------- -- - -� i (12') X 0 �n (12' 562 563 564 - o - - � o "R-1" 569+00.38.A.00'Rt iSeD -r L, (12') - - - - - - 1 R-1' 567+55.70 4.00' Rt - - S/C - o END SAWCUT - - - -j- (12')- Z MATCH "Rte 15' 561+69.81 8''00'L " RAMP NOSE (12'Z _ (12') LINE 9 - - - -- - - " CONFORM TO Et-Pvmt - - - - - - ? J w (112') = 561+69.81 "R=1" S8 / (12') in Lu _ �n a I~i w w ® 33065.80' N44°47'37' E _ ROUTE - - - 2 w 56 6 7 8 9 5�0 1 2 3 4 z Li 'R -t 1 rte' 5616+63.75 83.00 Rt Lu N z (12') — .- -\ 566+63.75 "R-2� TR- - 4. 0' Lt _ _ - - - (12') "Rte 15" 565+21,86 2" 569+32r.-34, 0 X2.8 'Rt - - - "R-2" 570+63.2 24.00' Lt ~ � w (12') o - - - - - _ - - _�� MP NOSE o � (12') < x (12') o - - - - - MATC LINE - Beg SAW UT 1 NB END SAWCUT - - - - - - (12') END MATCH LI E S/C- o (12,) - - - - - - CONFORM TO Exi t Pvmt (12') F- - - - - - - - - - - - - - - - - - - - - — - - - — z � m- \ 567 0 - o --- - �_ = - ==�- - - - -- - - - - -- Q 568 —�� 'R-2' 574+03,95 0 - _ +�a N 569 40,20' R 2" LINE BC 570 v ._ "E571 N4g945 ti a REMOVE Exist Coni o —C ALTERNATIVE IN-LINE - - -- 572 573 ,n ~ ChnlTERMINAL SYSTEM (TYPE ET) 574 Lu v of RLW N Lu -- - to 15" 564+81.6 105.00' Ld R/W� _max —� R, - CL FENCE Beg 1418.75"MB (TYPE 16A) N v ---_ A (TYPE CL -6) z w Ln 0 a "R-2" 574+23.39 61. 'Rt Q �� o_ o END CL FENCE (TYP CL -6) g N END REMOVE Exis FENCE JOIN Exi T FENCE �o a Z Of O v_ X J s` a VA U 0 w Q CURVE DATA NO R (FT) 0 T (FT) L (FT) 10 3000.00' 3011'44" 83.68' 167.32' USERNAME=>AECOM RELATIVE BORDER SCALE 01 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ea002.DGN IS IN INCHES I 1 1 1 I 00 � F O~ O a a � W a � � O LAYOUT -0 wo SCALE : 1 =50' L-200, J O UNIT 2232 PROJECT NUMBER & PHASE 0800000237 /"I IDX/E' n TA Distl COUNTY I ROUTE I TOTAL PROJECT No. (SHEET S10 Z c BORDER LAST REVISED 7/2/2010 USERNAME =>LAN Engineering DGN FILE => R�AFONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ea003,DGN 10" CSP Irr CROSSOVER RELATIVE BORDER SCALE © 2 3 IS IN INCHES I UNIT 2232 JI, ALL : I =�U L - %J PROJECT NUMBER & PHASE 0800000237 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS FOR COMPLETE RIGHT OF WAY AND ACCURATE 08 SBd 15 9.82/11.94 12 310 ACCESS DATA, SEE RIGHT OF WAY RECORD NOTE: MAPS AT DISTRICT OFFICE. FOR Ret WALL DETAILS AND BRIDGE DETAILS,61211/12 SEE STRUCTURAL PLANS. ROFessra REGISTERED IVIL ENGINEER DATE oe Oar e F CURVE DATA NO R (FT) A T (FT) L (FT) 1O 1000.00' 26046'29" 219.63' 432.40' (D 300.00" 60004'13" 173.45" 314.53" DUNCAN CANYON ROAD OVERCROSSING Br No. 54-980 GREGORY W. HEFTER "Rte 15" 584+39.51 JUNE 22, 2012 No. 46655 END TBB, Beg DTBB PLANS APPROVAL DATE END REMOVE Exist TBB 7,vE 5747E OF C4LlEOFNI4 OP 175 OEF7CEa5 a Exp 06/30/13 �Qd Be REMOVE Exist DTBB ORACEN75594LL NOT dERESPON51,O, F_ R s'a CIVIL p Beg ORWCY 09 PLL 40NO6'EE7.E55 OF ELECTh'ONIC �F OF CALF 0 7 "Rte 15" 584+64 51 COPIES "Rte 15" 582+96.85 = "D" 606+83.27 6 Ped BARRIER ry v TYPE I WI R9-3A & R9 -3B u� "R-2" 574+55.07 D' 608+50.00 �� P 10" CSP Irr CROSSOVER 10' CSP Irr CROSSOVER Z�� z "D" 608+77.66, EB ____ "R-3" 587+97.79, BC Jy "D" 608+59.47,46.00' Rt Q "R-3" 587+99.53 c '- Be CURB (TYPE A2-8) 10' CSP 5/5"/�_2„ 1 "R-2" 578+36.35 g Beg SW ��ti Irr CROSSOVER \ om V) /NES/6 EC "D" 608+59.47, 52.00' Rt Cq "R-3" 586+61.38, �� s Q� Luz "R-2" 578+36.35 END Conc BARRIER ti� 4.0' Lt S� a Beg MVP "D" 608+96.46 = �� END CURB 5 JV) _ o REMOVE 126' Exist MBGR 6>6 Q (TYPE A2-8) o_ o R/W ti MVP "D" 611+46.57 = "R-3" 585+80.54 d END SW Q "R-2" 579+21.35 = "R-2" 587+'66.27 �, ��1 "R-3" 587+21.88 X o - S28 - END MVP "D" 611+71 .41 32.00' Rt "D" 611+34.00 Rt Beg CURB \ r�i 2 `2 o "R-2" 580+99.35 TYPE 1 WITH R9 - Ped BARRIER 3A & R9 -3B F p 2 (TYPE A2-8) � Sig 1111 Beg TAPER ,.R-2" 583+41.55 11,32" Lt "R-2" 586+82.02, 16.00' Lt SW SAO0 BD" 612+27.07, 76.37' Rt Q LL 578+36.35 32.00'Rt a Beg REMOVE Exist RAILING ENDg 8 o W --__�eg Shld Trans (TYPE K) "R-2" 586+62.00 16.00' Lt R/W _ SBO 3 "R-2" 582+19.36 END CURB (TYPE A2-8), END MVP (�f "R-2" 578+39.81, 33:6-5� Rt o N?911 82,8 12.00'Lt "R-2" 586+78.65 1 �O W END 1418.75' MBGR (TYPE 16 0' 26- END TAPER 10" CSP Irr CROSSOVER 5� CURB a "D" 613+26.04, Be Trans RAILING (TYPE WB) �3" "R-2" 585+77.00 16.00' Lt co .� (TYPE B1-6) 126.80 Lt Beg �, FS8 Beg MVP 23022 ANGLE POINT z 2BegCL7F8ENCE4(TYPE ICL -6) \ , c,$cO�1A a`o "D" 613+67.11, "R-2" 585+33.68 Beg REMOVE Exist FENCE �, EC \ 108.91 Lt JOIN Exist FENCE S8 e ANGLE POINT oz 2 MVP "R-2" 578+66.35, 35.42' Rt R/W �� 2 `\\' p" 61 3+67.1 1 , X END Shld Trans �� 595 ��O �� 0' 1.v00 Lt END Trans RAILING (TYPE WB) CL FENCE �� 583 584 0 �� Y9 ILO�E6NC E o Beg Ret WALL No. 2 (TYPE CL -6) Beg Conc BARRIER (TYPE 732 Mod) �� TB�g REMOVE "D" 611+92.34 75.98'Rt "R-2" 582+19.15 Beg SWis# FENCE BC 61 3+67.1 1 , CD \ Ret WALL No. 2 Lt "R-2" 585+91.72 14 1., ` END OCURB "R-2" 585+20.74 END CL FENCE (TYPE CL -6) �� w ANGLE POINT Ret WALL NO.2 (TYPE A2-8) Q ( Beg Conc BARRIER Trans �_ _ JOIN Exist FENCE END SW N \ / R-2"5-86+ 86.67' Rt_ D" 613+67 oQ "R-2" 585+33.68, 34.00' Rt END Ret WALL No. 2 .11 \ END PROJECT Beg CURB (TYPE A2-8) END Conc BARRIER (TYPE 732 Mo MATCH PROJECT BY OTHERS o END Conc BARRIER Trans "D" 612+25. 0 Rt "D" 612+59.00 Lt Ped BARRIER TYPE I WITH R9 -3A R9 -3B Ped BARRIER o 0 Z "D" 612+80.00 612+97.00 TYPE I WITH R9 -3A & R9 -3B w I 10" CSP r CROSSOVER "D" 613+67.11 103.97' Rt 'D" 613+67.11 55.00' Rt so END CURB (TYPE A2-8) a J X _j ANGLE POINT -cXEND SW NOTE= �� / "D" 13+55.60 68.88' Rt END01 o FOR IRRIGATION CROSSOVER DETAILS ) I I REMO E Exist RAILING (TYPE K) L A Y O U T SEE STD PLAN H-9. ' "D" 613+67.1 1 67.00' Rt w o 1� END REMOVE Exist FENCE SCALE: 1"=50' L - 4 END CL FENCE (TYPE CL -6) - o BORDER LAST REVISED 7/2/2010 usERNAME=>AECOM RELATVE BORDER SCALE o z s UNIT 2232 -7777 PROJECT NUMBER & PHASE 0800000237 DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ea004.DGN Is ININCHES "Rte 15" 581+4$,21 <�CPp END DTBB AECOM CITY OF FONTANA END REM co OVE Exist DTBB Beg TBB 999 TOWN AND COUNTRY 8353 SIERRA AVENUE END DTBB �V �L "D" 609+52.85 46.00' Lt ORANGE, CA 92868 NA, CA 92335 } o m o U ,- �� - SB END REMOVE Exist DTBB O `SSP 6 ti- Beg CURB (TYPE A2-8), Beg SW L, Beg REMOVE Exist TBB 90�9;> "D" 609+52.85 52.00' Lt END Conc BARRIER `c 33065.8' N44047'37"E ROUTE 15 F Beg Trans RAILING (TYPE WB) 575 6 7 8 9 580 1 2 3 4 585 6 7 "Rte 15" 581+23.21 "D" 609+78.00, 52.00' Lt Beg DTBB o END Trans RAILING (TYPE WB) Beg REMOVE Exist DTBB i ao' - - ALTERNATIVE IN-LINE "Rte 15" C±582+96.85= TERMINAL SYSTEM (TYPE ET) NB REMOVE 400'Exist MBGR a "D" 611+50 00 Lt v "Rte 15" 582+96.85 = "D" 606+83.27 6 Ped BARRIER ry v TYPE I WI R9-3A & R9 -3B u� "R-2" 574+55.07 D' 608+50.00 �� P 10" CSP Irr CROSSOVER 10' CSP Irr CROSSOVER Z�� z "D" 608+77.66, EB ____ "R-3" 587+97.79, BC Jy "D" 608+59.47,46.00' Rt Q "R-3" 587+99.53 c '- Be CURB (TYPE A2-8) 10' CSP 5/5"/�_2„ 1 "R-2" 578+36.35 g Beg SW ��ti Irr CROSSOVER \ om V) /NES/6 EC "D" 608+59.47, 52.00' Rt Cq "R-3" 586+61.38, �� s Q� Luz "R-2" 578+36.35 END Conc BARRIER ti� 4.0' Lt S� a Beg MVP "D" 608+96.46 = �� END CURB 5 JV) _ o REMOVE 126' Exist MBGR 6>6 Q (TYPE A2-8) o_ o R/W ti MVP "D" 611+46.57 = "R-3" 585+80.54 d END SW Q "R-2" 579+21.35 = "R-2" 587+'66.27 �, ��1 "R-3" 587+21.88 X o - S28 - END MVP "D" 611+71 .41 32.00' Rt "D" 611+34.00 Rt Beg CURB \ r�i 2 `2 o "R-2" 580+99.35 TYPE 1 WITH R9 - Ped BARRIER 3A & R9 -3B F p 2 (TYPE A2-8) � Sig 1111 Beg TAPER ,.R-2" 583+41.55 11,32" Lt "R-2" 586+82.02, 16.00' Lt SW SAO0 BD" 612+27.07, 76.37' Rt Q LL 578+36.35 32.00'Rt a Beg REMOVE Exist RAILING ENDg 8 o W --__�eg Shld Trans (TYPE K) "R-2" 586+62.00 16.00' Lt R/W _ SBO 3 "R-2" 582+19.36 END CURB (TYPE A2-8), END MVP (�f "R-2" 578+39.81, 33:6-5� Rt o N?911 82,8 12.00'Lt "R-2" 586+78.65 1 �O W END 1418.75' MBGR (TYPE 16 0' 26- END TAPER 10" CSP Irr CROSSOVER 5� CURB a "D" 613+26.04, Be Trans RAILING (TYPE WB) �3" "R-2" 585+77.00 16.00' Lt co .� (TYPE B1-6) 126.80 Lt Beg �, FS8 Beg MVP 23022 ANGLE POINT z 2BegCL7F8ENCE4(TYPE ICL -6) \ , c,$cO�1A a`o "D" 613+67.11, "R-2" 585+33.68 Beg REMOVE Exist FENCE �, EC \ 108.91 Lt JOIN Exist FENCE S8 e ANGLE POINT oz 2 MVP "R-2" 578+66.35, 35.42' Rt R/W �� 2 `\\' p" 61 3+67.1 1 , X END Shld Trans �� 595 ��O �� 0' 1.v00 Lt END Trans RAILING (TYPE WB) CL FENCE �� 583 584 0 �� Y9 ILO�E6NC E o Beg Ret WALL No. 2 (TYPE CL -6) Beg Conc BARRIER (TYPE 732 Mod) �� TB�g REMOVE "D" 611+92.34 75.98'Rt "R-2" 582+19.15 Beg SWis# FENCE BC 61 3+67.1 1 , CD \ Ret WALL No. 2 Lt "R-2" 585+91.72 14 1., ` END OCURB "R-2" 585+20.74 END CL FENCE (TYPE CL -6) �� w ANGLE POINT Ret WALL NO.2 (TYPE A2-8) Q ( Beg Conc BARRIER Trans �_ _ JOIN Exist FENCE END SW N \ / R-2"5-86+ 86.67' Rt_ D" 613+67 oQ "R-2" 585+33.68, 34.00' Rt END Ret WALL No. 2 .11 \ END PROJECT Beg CURB (TYPE A2-8) END Conc BARRIER (TYPE 732 Mo MATCH PROJECT BY OTHERS o END Conc BARRIER Trans "D" 612+25. 0 Rt "D" 612+59.00 Lt Ped BARRIER TYPE I WITH R9 -3A R9 -3B Ped BARRIER o 0 Z "D" 612+80.00 612+97.00 TYPE I WITH R9 -3A & R9 -3B w I 10" CSP r CROSSOVER "D" 613+67.11 103.97' Rt 'D" 613+67.11 55.00' Rt so END CURB (TYPE A2-8) a J X _j ANGLE POINT -cXEND SW NOTE= �� / "D" 13+55.60 68.88' Rt END01 o FOR IRRIGATION CROSSOVER DETAILS ) I I REMO E Exist RAILING (TYPE K) L A Y O U T SEE STD PLAN H-9. ' "D" 613+67.1 1 67.00' Rt w o 1� END REMOVE Exist FENCE SCALE: 1"=50' L - 4 END CL FENCE (TYPE CL -6) - o BORDER LAST REVISED 7/2/2010 usERNAME=>AECOM RELATVE BORDER SCALE o z s UNIT 2232 -7777 PROJECT NUMBER & PHASE 0800000237 DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ea004.DGN Is ININCHES x i FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. �\ Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 15 9,82/11.94 13 310 6 /20/1 2 F� I 13 — c �lP R F O Ln O1- Ln Ln W Z J I J ifl W ww � x o� c�w w w V1 z J V USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R°\FON10801 1-15 Duncan PS&E\Plans\DGN\80H130ea005.DGN Beg MVP RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I UNIT 2232 > O SCALE: 1"=50' =50' L - 5 0 PROJECT NUMBER & PHASE 0800000237 X o> r Q� c J z Li u Y UU U J V, L Q w UQ U X 0-- 0 crw 0 z W H J Q LL z W 0 v z 0 W Z a 0 V 0 X X FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. Ln z I J J w ww m Lnz 0 wr� w L/') w z J CURVE DATA NO I R (FT) A T (F T) L (FT) 1O 10000.00' 10046'08" 942.53' 1879.50' CL FENCE (TYPE CL -6) "R-4" 599+76.38 70.0' Lt CHAIN LINK GATE (W=5") \ BY OTHERS SEE I CITY OF FONTANA INTERIM l LYTLE CREEK NORTH Rd PROJECT "Rte 15" 600+50.34 153.00' Lt END CL FENCE (TYPE CL -6) 1 \ \ END REMOVE Exist FENCE "Rte 15" 601+69.28 94.78' Lt \ ANGLE POINT i "Rte 1 5" 601 +98.68 82.68 Lt �V \ END SAWCUT CONFORM TO Exist Pvmty__\- - — — — — END CONSTRUCTION -_ "Rte 15" 602+04.58 94.78' Lt _ _ --- ----- — ----- END 1537.5" MBGR (TYPE 164) LYTLE CREEK Rd 00 N - - _ "R-4" LINE y ALTERNATIVE IN-LINE TERMINAL SYSTEM_ (TYPE ET) 600 _S _/C--- -- - S0 cp - — - "Rte 15" 600+47.37 83.00' Lt - - - - - r - B-\ 600+47.37 "R-4" - - os 33065.8"- N44047'37"E q —--- — 600 1 2 3 -- — — "Rte 15" 600+89.61 BC S/C "R-3" LINE a COUNTY ROUTE TOTAL PROJECT z SHEET 08 SBd 15 9.82/11.94 14 310 0 6/20/12 ROFESSI, REGISTERED VIVIL ENGINEER DATE Nay L.� �e GREGORY _j JUNE 22, 2012 N0. 46655 Q EXP 06/30/13 cA THE 5747E OF CALIFORN/A OR !TS OFFICERS � CIVIL U AECOMCITY L� 999 TOWN AND COUNTRY 0 ORANGE, CA 92868 FONI-ANA, CA 92335 BORDER LAST REVISED 7/2/2010 "Rte 15" 600+29.86, 83.00` Rt - 600+29.86 "R-3" Beg TAPER 6 5 S/C R /W CL FENCE 1 (TYPE CL -6) USERNAME=>AECOM DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ea006.DGN 5" 606+34.91. 92.90' Rt END TAPER END SAWCUT CONFORM TO Exist PVMT END CONSTRUCTION 15" 606+40.00, 150.00' Rt END CL FENCE (TYPE CL -6) END REMOVE Exist FENCE QNB — — —cp A _ V "Rte 15" 606+38.87. 92.94'Rt END 950'MBGR (TYPE 16A) WITH EAA (TYPE SFT) N RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I 610 Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 14 310 6/20/12 ROFESSI, REGISTERED VIVIL ENGINEER DATE Nay oe �e GREGORY W. HEFTER JUNE 22, 2012 N0. 46655 PLANS APPROVAL DATE EXP 06/30/13 cA THE 5747E OF CALIFORN/A OR !TS OFFICERS � CIVIL OR AGENTS SHALL NOT dE RE5PON576LE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4j' OF cn �FOPN�� COPIES OF THIS PLAN SHEET. AECOMCITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONI-ANA, CA 92335 ALTERNATIVE IN-LINE TERMINAL SYSTEM (TYPE ET) "Rte 15" 627+53.37, 93.00' Lt END 50.00"MBGR (TYPE 16A) "Rte 15" 627+03.37. 93.00' Lt Beg 50.00'MBGR (TYPE 16A) WITH EAA (TYPE SFT) UNIT 2232 LAYOUT SCALE: 1"=50' L - 6 PROJECT NUMBER & PHASE 0800000237 NOTE: EARTHWORK TOTALS ARE SHOWN ON SUMMARY OF: OUANTITIES SHEET. SUPERELEVATINON DIAGRAM ................ ..................... .......... w 'D" LINE - DUNCAN CANYON ROAD ---- --------------------------- ABBREVIATION .............................................................................................................. ............................ ------------------------------------------------------------- COM COMFORTABLE SSD STOPPING SIGHT ............................ DISTANCE ....... ....... ............................ ...... ............................ . .. .. .. . . ...... ...... co Li - ui ----------------- -------------------- 0 CC) r) 0 ........... .......... ......... Icy --------- -Lo ------ ------------- ---------------------- 7 ---------- co ---------------------IN ----- ------------------------------------------------------ Ln 0-) m Ln 0') Ln 0 Q0 0/1 1760Ln R=�2300' Lt COM SPEED = 6.0 MPH 0 DUNCAN CANYON ROAD" AXIS OF ROTATION � -27Rt & Lt FTW & FS R= 2300' Rt COM SPEED = 60 MPH SUPERELEVATINON DIAGRAM ................ ..................... .......... w 'D" LINE - DUNCAN CANYON ROAD HIIIIIIII,umf: COUNTY I ROUTE 081 SBd 1 15 1 9.82/1 1 .94 1 15 1 310 4V6/20/12 aFES 10 REGISTERED Z�I'll I L ENGINEER DATE 1� ?Nq GREGORY W. TER JUNE 22, 2012 mo. 46655 PLANS APPROVAL DATE THf 57,417- Of CALIFORNIA OR IT5 OFF,Cf-,?5 Exp .06/30/1 3 OR 46EN75 SHALL NOT BE FOR sr CIVIL THE ACCURACY OR CO3VPZ,T,N,'55 OF ELECTRONIC ATf OP CALW CORAF-5 OF TW5 PLAN 511,',7. AECOM Dit irmolm 14 11 b fml k, rml AND COUNTRY 8353 SIERRA AVENUE 0% 89VANTYNCA 92868 �F 0 NTANA, CA 92335 -T < LL = �,L-u, �- I— I 'I Z ow 740 [1 730 _O 1710 x STATION Cy [Exc oil BORDER LAST REVISED 7/2/2010 Ell rA USERNAME - > AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plcins\DGN\80H130fb001.DGN - 839- 71095 4 605 RELATIVE BORDER SCALE 11) 2 3 UNIT 2232 IS IN INCHES I 0 20 7 TOTAL wo0 so PROJECT NUMBER & PHASE 0800000237 co a) - -- --------------------------------------------------------------------------------------------------------------------------------- ----------------- -------------------- + +---------------------------- 0 M GO 1760Ln 0 - �cp U r: 11) + Lu L = 250' SSD =457' HIIIIIIII,umf: COUNTY I ROUTE 081 SBd 1 15 1 9.82/1 1 .94 1 15 1 310 4V6/20/12 aFES 10 REGISTERED Z�I'll I L ENGINEER DATE 1� ?Nq GREGORY W. TER JUNE 22, 2012 mo. 46655 PLANS APPROVAL DATE THf 57,417- Of CALIFORNIA OR IT5 OFF,Cf-,?5 Exp .06/30/1 3 OR 46EN75 SHALL NOT BE FOR sr CIVIL THE ACCURACY OR CO3VPZ,T,N,'55 OF ELECTRONIC ATf OP CALW CORAF-5 OF TW5 PLAN 511,',7. AECOM Dit irmolm 14 11 b fml k, rml AND COUNTRY 8353 SIERRA AVENUE 0% 89VANTYNCA 92868 �F 0 NTANA, CA 92335 -T < LL = �,L-u, �- I— I 'I Z ow 740 [1 730 _O 1710 x STATION Cy [Exc oil BORDER LAST REVISED 7/2/2010 Ell rA USERNAME - > AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plcins\DGN\80H130fb001.DGN - 839- 71095 4 605 RELATIVE BORDER SCALE 11) 2 3 UNIT 2232 IS IN INCHES I 0 20 7 TOTAL wo0 so PROJECT NUMBER & PHASE 0800000237 > 0w o > w w > W r a 0% 0 om > W m Q� o Jz W �U Y U V, U JV1 W Q W = UD U K O W `W J I— Q LL o W U z 0 W z cc J z -5% 1770 1760 1 750 1740 Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 15 9.82/11.94 16 310 6/20/12 R6FESs 10 REGISTERED CIVIL ENGINEER DATE - GREGORY i W. HEFTER z JUNE 22, 201 25546655 w PLANS APPROVAL DATE . s Exp 06/30/13 THE 57,417 -OF cAL/PORN/A OR LTs OFFicERs CIVIL / OR AGENTS SHALLNOT BE RESPONS/BLE FOR P AECOM ICITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 -------------------- ---------- ------------------- ---------- -------------------------------------------- -------------------------------- --------------------- ----------------- ------------ " ti ------ ------------------- ---------------- DUNCACANYON ROAD" XIS OF ROTATION Eo -5% BORDER LAST REVISED 7/2/2010 605 606 607 608 609 610 611 612 613 614 615 616 617 618 ITOTAL USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130fb002.DGN - 209- 55783 RELATIVE BORDER SCALE O1 2 3 IS IN INCHES i i i I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 2% Rt ES Q % "R-1" LINE AXIS OF ROTATION -2% Lt ETIN -5% -5% Lt ES Q -10% o "R-1. LINE AXIS OF:ROTATION ist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 17 310 REGISTERED CIVIL ENGINEER 6/20/12 ROFESS To DATE Nq� R = 600' (Lt) w �oP GREGORY --------------- ;.--------:-------------------- c..1 > COM SPEED = 44 MPH ti � PLANS APPROVAL DATE s exp 0 3 m�n IA OR Irs oFFicERs rf sT4TE OF CALIFORNIA IL VIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT qTP 10% ...... ......... .. .........:... ..... ..... .......................................... COPTF5 OF TW5 PLAN SHEET. .............. .................. .. CITY OF FONTANA Q 8353 SIERRA AVENUE 5% N CA 92335 M 12% Rt ES OD L N w co 0, 10% > 1740.S UPERELE�fAil01V DIAGRAM: LnW � ate........ N LID om w o > m ...........:............. O "R-1" LINE - SB ENTRANCE RAMP _........ +� >.,......................-�...................:.....................1740 a _ �� O Z Qw o 5% tiro OW Ln------------------ ---------- -------------------- ---------- ------------------------------ ----------- ------------------------------- ------- ----- ----- -------------------- --------------------------------------- aw x Ln Q Ln,, -o + tr coo v 2% Rt ES Q % "R-1" LINE AXIS OF ROTATION -2% Lt ETIN -5% -5% Lt ES Q -10% o "R-1. LINE AXIS OF:ROTATION ist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 17 310 4% DUNCAN 1 0% 1 REGISTERED CIVIL ENGINEER 6/20/12 ROFESS To DATE Nq� ------------------------------- �oP GREGORY --------------- ;.--------:-------------------- W. HEFTER z > JUNE 22, 2012 " No. 46655 � PLANS APPROVAL DATE s exp 0 3 IA OR Irs oFFicERs rf sT4TE OF CALIFORNIA IL VIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT qTP 10% THE ACCURACY OR COMPLETENESS OF ELECTRONIC of COPTF5 OF TW5 PLAN SHEET. CALtF��`�lP AECOM CITY OF FONTANA 999 TOWN AND COUNTRY �FONTANA, 8353 SIERRA AVENUE 5% ORANGE, CA 92868 CA 92335 4% DUNCAN 1 0% 1 ------------------------------- ----------=--------------------=---------- --------------- ;.--------:-------------------- ---------------------------------------- > > ------------ ------------ � -------------- , � liJ ---------------- ----------------- 00 Q) >as Ow w_ w co 0, p . . > 1740.S UPERELE�fAil01V DIAGRAM: ate........ om w o > m ...........:............. "R-1" LINE - SB ENTRANCE RAMP _........ +� >.,......................-�...................:.....................1740 a _ �� I......... �� Qw o tiro OW +V aw x Ln,, -o coo v ...........................................................................'.......................-.....................'.............................................................................:.....................: ....................:..�. _............... 00 Q ......�................................................... xLn Q ------- --- ------------------------- ' ------------- -- ----------- •--------------- ------------------------------- '--------------------------- - ----- ------------------ N r �.-------------- ' ----------------- 1 730 � =-200`- 1730 ... ........ ....... ....... .....: .......... ................. ....... .................................. ................ .... .. ........:............................. .. .... .. .................SS D" =2 6 5<................�.......... .. .. ................ .................. Ix `>' 00�° DESIGN SPEED -_36 MPH - W- F J Q -.- --_'_ --.__-- --'__ --_'----------------C9 .Q•- ----- - �- - - zW o ...... ............ ..........:. ............. .........., ..........:. .......... 11 co m,............ .... ....... ........ ........ ....... ........ ............... ................... .................. 1 I Lu 1720 _ _ Ln- -..... 1720 ............... J 00. -- o....... ........ ....... ....... ........ ........ ....... ....... ........ > ,.... ....... ........ ...... ...... .......... - ' ........ .................. .................. .................. ................... .................. C. a) ' ---------- ---------------- ------------------ ------------------ ---------- -------- N LiJ- -__ __--__--_, -__ _- _--__--__ ------P G: Z 0 1 71 0 SEE: CONSTRUCTION DETAILS : Co 1 71 0 .,......(COh1.T.ROLLEEI.BY..MALN..L.INE..CROSS..SLOP.E) ................:. ..................... ��..... ...... ... ..........:..............��-- ................................... a +Q ................. ........ ................. ........ .....00 �.......... .:. ........ ........ .-. .. .... ........ .................. .................. .................. .................. .................. .................. ........ ........ .................. P ao E\ S } Z 1 700 . .......................................................... Orn1700 �.......... ......... ..�........... .... a > a� "'� L = 450` - - a _ SSD -446' - a o w DESIGN SPEED=49 MPH o N w m PROFILE N o N +� o............. �6 % .. ...... ... ... ------ ..... .... .. :.... .. ................ R.. .1. LINE RAMP .............. ..... . ....... ........ ....... �o r- rn ^ PROFILE AND o 1690 _ . .... ....... ....... ..... .... .. ...... ...... ..... ......: .... TIQN DIA -GRAM 169Q � �0SUPERELE/ x SCALE: Hori z 1 "=50' PS -3 �w 0� • Vert 1"-5` • TOTAL STATION 568 569 570 571 572 573 574 575 576 577 578 579 580 581 w a Exc 3723 wo O CY Ernb 3'.31 60 J o BORDER LAST REVISED 7/2/20 10 USERNAME=>AECOM DCN FILE => R:\FONT0801 1-15 Duncan PS&F\Pians\DGN\80H130fb003.DCN RELATIVE BORDER SCALE O 1 2 Is IN INCHES 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x 10% V) 0 ON z, 5% M ........... .. .. ................. .. .. /. M a + 2%' Lt ES 0% R-2" LINE-- -- AXIS O:F ROTAT —ION 2% Rt ETW -5% -5! Rt ES U m >L „�I R = 1000'(Rt) + COM SPEED:= 58 MPH Q 1 Ln 10% Lt ES Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 18 310 I 6/20/12 R6FEss to D REGISTERECIVIL ENGINEER DATE Nq� �oP GREGORY W. HEFTER z JUNE 22, 2012 No. A r, r, PLANS APPROVAL DATE s exp 06/30/13 TVE sTaTE OF CALIFORNIA OR IT5 OFFiCER5 CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC qTP of CALtF�F`�lP COPIES OF TW5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 ------ .. . ...........I .................. 5% -5% CC O w w `W J I— Q LL o W U z 0 W z cc z 0 U tg ST 104 Cl ATION BORDER LAST REVISED 7/2/2010 569 570 571 572 573 574 575 576 TOTAL 5300 2750 USERNAME=>AECOMRELATIVE BORDER SCALE O 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130fb004.DGN s IN INCHES I i i I i x 15% w R = 1000' (Rt.) ............. M COM SPEED = 58 MPH io M 10% 00 10% Lt ES Ln x m m o W � > w W > w s w ~ o 5% � 0% 6/20/12 FyOVESS 10 RECIVIL ENGINEER DATE Nq GISTERED 1 760 -5% �, In Q ° f + : f r57 0_ Q x m W LL 17 W 2 0 W cc 0 1 740 x Q a Ln 1730 x I-1 I — z 2' 21 0 1720 1710 STATION CYEm X., Ln Ln -10% Rt ETW & ES + ist COUNTY ROUTE TOTAL PROJECT ' No. SHEET 08 SBd 15 9.82/11.94 19 310 3.91% RATE CHANGE PER STATION R 2 SUPERELEVATION DIAGRAM " LINE - NB EXIT RAMPnmlo S D r�o tiles -1 5 + o ..........:..........:...................................................... ..................................................._................................. � 6/20/12 FyOVESS 10 RECIVIL ENGINEER DATE Nq GISTERED 1 760 �, In Q ° f + : f 0_ Q 0.oP GRE GORY m :.... QLnf CO r R = 300' (Lt) 15% W. HEFTER z .. ...... ........................ ...... ........... Lo ........',..... w.w v= -z .............:. ........: COM SPEED =: 36 MPH ...... 00 Q0 .......... ... _ ................ L.._..2 QO°. .. SSD =245` JUNE 22, 2012 m No. 46655 m "' w w a> D ESI -GN SPEED=34= MPH - -_ PLANS APPROVAL DATE s + ExpAl 3 °i - rn ow oI. S THE STATE of CAL/FORMA CI OR ITS oFF/CEas i� CIVIL L V I L + a.... 12% R t ETW & E ................ ................ :................... ................ ...... ......... ...... ..................................... ....... .................. OR AGENTS RESPONSIBLE sT L Nor 8E FOR tiP qTP _ N .........._.................................................. .... .:... .... .... 00 .... ..... .............---- -------................ CO 00 ..----------- . 107 Cr THE ACCURACY OR COMPLETENESS OF ELECTRONIC OF CALIFOF`� COP/ES OF THIS PLAN SHEET. Ln .................... L .......... .......... ............ .......... ........... ........... ........... .......... ............ ......... ......... ...................... ..................... : .... .................... .......... ../.. ... ... . .... .................. ........ ........ .................. E57ORANGE, AECOM CITY OF FONTANA -- .r .................... 1 740 999 TOWN AND COUNTRY 8353 SIERRA AVENUE -----------------------------------------------------------=--- ---------------------------------'------------------------------ --------- ------------- CA 92868 FONTANA, CA 92335 -------- - --------- -'------ -tL- -------: ------------------ '--- ----- -----------' -- ------- ------ ----------- _ - - - -- ----- -- ---- ---- ---- --------- -- -- -------- ------------------ :3% DUNCAN "R-2" LINE AXIS OF ROTATION PG------ ; -------------------- 0i -.....................:............ ............................... w ;. ...................o ,..........; ..... =3% DUNCAN .............:.....................:.................. - 5 O O N Ln O O O :.....................:.............................L + 0')N r- r- -. - rnCID ---------o ---- --------------------+ Ln ---------+-------------------- O --------------------- - 1 ...............................................,........................................ + -1 iY I t: Fi + F%: ROTE T ihN ........ ........ .................. 3.91% RATE CHANGE PER STATION R 2 SUPERELEVATION DIAGRAM " LINE - NB EXIT RAMPnmlo S D r�o tiles -1 5 + o ..........:..........:...................................................... ..................................................._................................. � i _.._.._.._.. .._......_.._. _ .................. 1 760 �, In Q ° f + : f 0_ Q QLnf CO r - w Ln ........',..... w.w v= -z ..........'.................................:. ................................:..........:.....................:........................ .......... ... _ ................ L.._..2 QO°. .. SSD =245` "' w w a> D ESI -GN SPEED=34= MPH - -_ - ow oI. 1 750 a.... ...._.. :. ................. ................ ................ :................... ................ ...... ......... ...... ..................................... ....... .................. CO .................... .......... ........... :........... .......... .......... ............ .......... ........... ........... ........... .......... ............ ......... ......... ...................... ..................... : .... .................... .......... ../.. ... ... . .... .................. ........ ........ .................. .. ........ ..... .................. .............. -- .r .................... 1 740 ---------- ---- ----------------'- ------------------ -------- - --------- -'------ -tL- -------: ------------------ '--- ----- -----------' -- ------- ------ ----------- _ - - - -- ----- -- ---- ---- ---- --------- -- -- -------- ------------------ PG------ ; ............................... w ;. ...................o ,..........; ..... . .:.... OG tiff :.....................:.............................L + 0')N r- r- -. - - - 1730 ...............................................,........................................ ........ ........ .................. -f :........... oma......... ......... L....................... .................. ........................................... .................. 1720 - PROFILE:; No.. ....... ....... ......rr........ Ln ........ ......... ....... ... .. ........ ; L = 6Q0' ....... ....... ........ ....... ... ................ ....... "R-2" LJNE - NB EXIT ........ RAMP .................. .................. ........ ....... ........ ........ .................. SSD =946' DESIGN SPEED>80 MPH PROFILE AND --- ------ - --- - - -- -- -- - -- - ----- - -- - - -- --- ---- -- -- -- -- -- -- -- --- -- ---- - -- -..- : -. - - -TI.- .N . . . DIAGRAM _---- a a SCALE: Horaz Ps = -5 _Vert o� 1 =5 171zo 576 577 578 579 580 581 582 583 584 585 586 587 588 TOTAL 888 o0 1 881 5 Jo USERNAME=>AECOM RELATIVE BORDER SCALE O 1 2 3 BORDER LAST REVISED 7/2/2010 DCN FILE => R:\FONT0801 1-15 Duncan PS&F\Plans\DGN\8OH13ofbo05.DGN IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY I ROUTE TOTAL PROJECT NO. SHEETS 08 SBd 15 9.82/11.94 20 310 ...... .......... .................... .......... :.......... ------ ... ........ ....... .. -------- 6/20/12 ROVESS Lo REGISTERED C[VIL ENGINEER DATE P Nq x 0. GREGORY -z- W. HEFTER z .................:..........:.. ......................... .. .............................. .. ...................... - .... . m JUNE 22, 2012 No. 46655 PLANS APPROVAL DATE s Exp 06/30/13 - � - THE STATE OF CALTFORNlA OR !TS OFFICERS AGENTS sT CIVIL OR SHALL NOT BE RESPONS/BLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC qTP of ............................................................................................... ................... COP/ES OF THIS PLAN SHEET. CALtF�V`�lP AECOM CITY OF FONTANA o U m ; v 999 TOWN AND COUNTRY 8353 SIERRA AVENUE } R r 600' (RT) w ORANGE, CA 92868 FONTANA, CA 92335 m Q > .......... ... ..........; .......... .,. .........,....... O.. �' ...... COM SPEED = 44 MPH rn ... .................. .................. 1:2% Lt ES o > w + : r` Q 10% �: o .: ........... rn : . 0 10% w OLn ti O + + O Z 5% Q 5% x............. ........:..........,..........:.....................:........ �..a .........:.....................:....................:.................... ............... 3.0% DUNCAN + 2% Lt ES 0% "R-3" LINE AXIS OF ROTATION 0 �-2% Rt ETW 5� -3.0% DUNCAN ------------------------ --------- ' -5% Rt ES - --------------------------------- ----------------- -5% 0 o Q0 N rn rn Ln SEE AILS om -10% ......... ...... + -1.2%.Rt :.. .. +... .. �............... (CONTROL-LE-D--BY-.MAINTLINE CRO-SS SLOPE) -10% Qo ETW & ES L., o UU Y _ U O U U ........:................................�.......... ... ..................... SUP-ERELEVATIGIV DIAGRAM .........:..................... ....... Z. .............................. .................. ................... .:. ................. "R-3" LINE - NB ENTRANCE RAMP 0- a> Of 1780Lu 1780 > ....,....- :...... .................................:.........:..............................:.......... ....... ....... ........ .................. .................. .................. ......oN............................... ................................................................ W - Q o W _ ......' ... LLnCo> ..•.................... ................ : ................ ........... -..... ..........:..... : L = 400' .......................................................................... ... / .......... ................. ...............:. ............................ + �oLn a> SSD = 311' -v v Co LU : DESIC'N SPEED - 41 MPH w f. W 1 770 - - +Ln� cJ - 1 770 ........................... c ;........... , ........:.>.>.. m ............. :.... ............. ........ ....... ..... :. ............. Ln w ............... ................... ..i ..... ......................................... ............ .. .... ..... .................. a r 3.5� J _ Of� ._ >' co N a N + z o....... ........ ....... ........ .+ ....P 0 . Lnw �. .... ....... ........ ,.6?r: m .................. - 2. 65Z �� Q0 (n z - `nom +Ln CD 1 760 « r- 1 760 x H- _................................... r . ..•.......................... ... .......................... .00 . ...................... .....:,:. Ln �. ....... ........ OG...... _ - - Z 1750 -.,- 1 750 L,, .........::........:.....................:........... ,l , .................... ..............7.............................. ...................................... ...................................... .................. .................. ................. . Q Lu PROFILE: .. .... .. ....; ................... ................ ...... ...... ....... .............. .............. .......................... ................. ................. ..... ........ ......... ..... ... ... ........ ...... ........ ......... ..... ...... R-3' LINE _ NB-ENTR:AN£E RAMP .- a PROFILE AND :.... ........... .. x : : SCALE: Hor:iz 1"_5o P Verfi 1"-5 -- 1v� STATION 585 586 587 588 589 590 591 592 593 594 595 596 TOTAL a Exc 9612 `�> V CY Emb4542 BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DCN FILE => R:\FONT0801 1-15 Duncan PS&E\Pians\DGN\80H130fb006.D6N RELATIVE BORDER SCALE N IS IINCHES 0 1 2 3 1 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x om W <o Q w J z U -J J V1 Q W U � m 0 W Y U W U CC O s w w `W J I— Q LL o W U z 0 W z cc z 0 v "R-4" LINE AXIS OF ROTATION ............... 10% Rt ES Dist COUNTY I ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 21 310 I 6/20/12 ROF ESSlO REGISTERED CIVIL ENGINEER DATE �oP Nq� GREGORY W. HEFTER z JUNE 22, 2012 N0. A6655 PLANS APPROVAL DATE s exp 13 TVE STATE OF CALTFORNTA OR TT5 OFFiCER5 IVIL OR AGENTS SHALL NOT BE RESPON5/BLE FOF sT CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4TP of CAL IF�F`�lP COPTE5 OF TW5 PLAN SHEET. AECOM 999 TOWN AND COUNTRY ORANGE, CA 92868 CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 1 Q 5% -4% DUNCAN -5% ----- - -------------- ------------- N ti N :M Q -10% . _ * + + ;-12% Rt ES +. + -10% Lt ETW & ES CY BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130fb007.D6N 3282 53696 RELATIVE BORDER SCALE IS IN INCHES 0z s UNIT 2232 I i I 1 I 1 I PROJECT NUMBER & PHASE 0800000237 7, O O ro 0 USERNAME=>AECOM DGN FILE => R:\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 LEGEND: OiSt COUNTY ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS NOTES: ABBREVIATIONS: Oa SBd 15 9.82/11.94 23 310 1. FOR LIMITS AND DETAILS OF RETAINING WALL PLAN. RETAINING WALL, SEES/C A❑ HMA PAVEMENT SAWCUT AND CONFORM MVP MAINTENANCE VEHICLE PULLOUT A,, 61z°i12 oFEss,o REGISTERED VIVIL ENGINEER DATE Nq 2. FOR LOCATION AND DETAILS OF SIDEWALK, DRIVEWAY AND © JPCP O PAVEMENT DESIGNATION oe 1 GREGORY W.HEFTER = CURB RAMP, SEE CONSTRUCTION DETAILS. JUNE 22, 2012 _ 46655 NO' 3. FOR CONCRETE PAVEMENT TIE BAR DOWEL PLACEMENT ❑ � C PLANS APPROVAL DATE Exp 06/30/13 111E S 1A 1E OF CAL /FORK/A OR !1S OFFrrERs DETAILS, ISOLATION JOINTS AND TRANSVERSE JOINTS, RAMP TERMINI C I V I L OR AGENTS S,vAcZ NO1 aE aESRONSiazE Foa sr �P SEE Std PLANS P1 , P10, P12, P17, P18, TVE AccuaAcr OR COMatETENEss OF ELEcrRONlc rF11 cAL1� COP/ES OF 71115 PLAN SHEET. P20, P30, P35, P45 AND P46. © JPCP H❑ JPCP OF FONTANA AECOM J�FONYTANA, 999 TOWN AND COUNTRY SIERRA AVENUE ORANGE, CA 92868 CA 92335 } m o o v > w w CL I OBLITERATE�PAVi M ENT _ J/ - — WJI h „ROUTE 15" 545+68.82_ Beg JPCP CONFORM TO Exist Pvmt -Z,- _ � _�_ _— r_ _� `—LIP— _ 0L B _ _ AS — DUNCAN CANYON Rd c�- _NEI_ x o Lno U-) o MATCH LINE ISOLATION JOINT ISOLATION JOINT o w d cc Z N v� W Ln z L W ROUTE 15 ~ w o = 6 7 8 9 550 1 2 3 4 555 6 7 ww 8 9 560 _ C7 Ww Q� w z Q J z ISOLATION JOINT o MATCH LINE ISOLATION JOINT o v a R/W B Z a "ROUTE 15" 549+63.76 Beg JPCP "ROUTE 15" 551+21.90 END SAWCUT _ o CONFORM TO Exist Pvmt z Beg SAWCUT W H a "ROUTE 15" 559+50.00 o Beg OBLITERATE SURFACING (LYTLE CREEK Rd EAST) a � z O J 'a CONSTRUCTION DETAILS `o FOR COMPLETE RIGHT OF WAY AND ACCURATE W ACCESS DATA, SEE RIGHT OF WAY RECORD N MAPS AT DISTRICT OFFICE. SCALE: 1"=50' C- 'I USERNAME=>AECOM DGN FILE => R:\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 X o> r Q� c J z Li u Y U � L% J V) L- < w Qw 00 x G__ 0 w a W J Q LL C) W z � W z Q 0 0 X X FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. O u�1 0 Ln Lnw z Ln U H__w wF-- L, =o V� ww wz In J x U F- a V \ CPN \, s � I � —/ Y s "R-1" 567+55.68 _END © Beg R/W -Beg Pvmt Trans 562 563 564 0 MATCH S/C N LINE "ROUTE 15" 561+69.81, 83.00'Lt = 561+69.81 'R-1" Beg SAWCUT � I I 1 2 3 4 1 Q "R-1 1 " " 567+55.68, 4.00'Rt Z No. SHEET Beg ROCK BLANKET o 9.82/11.94 - ISOLATION JOINT 310 6/20/12 ROFESsto REGISTERED VIVIL ENGINEER DATE Nay "R-1" 567+54.99 12.96"Rt Q Beg ROCK BLANKET ROUTE 15 565 6 7 8 9 15" 0 'R-2" 569+33.63, 12.95' Lt W = 566+63.75 'R-2" 8353 SIERRA AVENUE �FCNI_ANA, ORANGE, CA 92868 Beg ROCK BLANKET CA 92335 o "R-2" 569+34.39, 4.00' Lt N Lo vl N BORDER LAST REVISED 7/2/2010 MATCH LINE "RO ROUTE 15" 565+21 .67, 83.00' Rt Beg SAWCUT – ISOLATION JOINT USERNAME=>AECOM DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga002.DGN 5b5 "R-1 1 " " 567+55.68, 4.00'Rt B � No. SHEET Beg ROCK BLANKET o 9.82/11.94 - ISOLATION JOINT 310 6/20/12 ROFESsto REGISTERED VIVIL ENGINEER DATE Nay "R-1" 567+54.99 12.96"Rt �e GREGORY Beg ROCK BLANKET ROUTE 15 565 6 7 8 9 15" 566+63.75 83.00' Rt 'R-2" 569+33.63, 12.95' Lt 999 TOWN AND COUNTRY = 566+63.75 'R-2" 8353 SIERRA AVENUE �FCNI_ANA, ORANGE, CA 92868 Beg ROCK BLANKET CA 92335 o "R-2" 569+34.39, 4.00' Lt \ vl N S/C Beg ROCK BLANKET Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 24 310 6/20/12 ROFESsto REGISTERED VIVIL ENGINEER DATE Nay oe �e GREGORY W. HEFTER JUNE 22, 2012 NEx 46655 PLANS APPROVAL DATE P 06/30/13 cA THE 5747E OF CALIFOFNIA OR !TS OFFICERS � CIVIL OR AGENTS SHALL NOT dE RE5PON576LE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4jF ov cn�FOPN�� COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FCNI_ANA, ORANGE, CA 92868 CA 92335 'ZJ 4 X# o Ln -cl O C r c� Ln w M z, O. JU \ r- L �w w a: 572 572 o = v" 5 577 �O1 v z w 70 "R-1" 569+01.89, 4.00' Rt N END ROCK BLANKET _ _"R-1" 569+00.38, 24.00' Rt END ROCK BLANKET "R-1" 569+00.39 END JPCP END SAWCUT CONFORM TO Exist Pvmt 4. I I 570 1 2 3 "R-2" 570+63.32 END JPCP END SAWCUT B CONFORM TO Exist Pvmt o "R-2" 570+63.32 24.00' Lt END ROCK BLANKET "R-2" 570+65.02 4.00' Lt END ROCK BLANKET R-�' L INE "R-2" 569+34.39 END © Beg © ____ Beg Pvmt Trans C 4 0 Ln Lu Lu z LO _ J _ F- O - Q N .. cu N cu •• � O �0 �� II p p F w O d J a F w CONSTRUCTION DETAILS w O SCALE : 1 I =50' C— 2 0 0 RELATIVE BORDER SCALE 01 z IS IN INCHES I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 I I "D" 592+90.17 Beg HMA Pvmt Beg CONSTRUCTION _ D"\593+2'1.98�, --�— cp / / - Al —_ 152. 9 0' L�I x 4sPH 0 D H7EL _ — — w D 593+40.00—� T CD w O CL a LYTLE�V�d , Nom_ ° E CRE Rd _ 6 Al A E RO / R CITY OF ONTAN_ I — _ E C EEK N RT -H Rd P CT �— � �,R- U0, y l + "R-4 580+93.90 "D" 597+62.08 om ' TERMINI v + RAMTE RMINIf6 Beg OBL TERATE SURFACING �o aw o i R -q" 57$'+49.113Be Qo X Beg P� cp x O = _ i �t „ - 583 SEE ETA[L - ET C-21 �� GC x "D" 599+1 1 .53, 10.09 Rt 0 W Beg OBLITERATE SURFACING C LL 0- z L � y �+ �X ��i _ '�� SEE SHEET C-8 FOR JOINT Dept Q X 8+7.02 x ®x Beg RAMP? ERMINI. o � x END 1 Beg A❑ � �`j ,'��'-� zo BePv t Trans AC�l L0� a ON S�{ ET C -2I C �q "D 605 5.5 LO i " 6 - _ 5� �o�+ END HMA F LLJ% �� L.0 D, .< n w 4 0 575 "D' 60`2+06.72= � o W z 573 57 / "R-1 579+98.71 N "S "R 578+31 Q, L) ✓ LIMA Pym* -- x .< - - - R O UST E 1-15 ti h CD ui n USERNAME =>LAN Engineering RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE _> R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\SOH130ga003.DGN IS IN INCHES I i I UNIT 2232 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 15 9.82/11.94 25 310 1 6/20/12 Rovflssro REGISTERED IVIL ENGINEER DATE oe Nab GREGORY W. HEFTER JUNE 22, 2012 Na, 46655 z PLANS APPROVAL DATE A Exp. THE STATE OF CALIFORNIA 09 ITS OFFICERS it OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL THE ACCURACY OR COMPLETENESS OF ELE1P CTRONIC 4rF of sq�OR�� COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 ce ce N M O Q N.. �o 0 Ww 0 a of a ISI CONSTRUCTION DETAILS 0 0 SCALE: 1"=50' =50' C -3 0 O PROJECT NUMBER & PHASE 0800000237 % I } � W } W W H Q� G J z Li W Y U —L% J V1 L Q W U D U % Q In > W W D W J Q LL 0 W v z 0 W z 0 z 0 v x % FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. ist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9,82/11.94 26 310 6/20/12 ROFESsto REGISTERED VIVIL ENGINEER DATE oe �a� �e GREGORY W. HEFTER JUNE 22, 2012 PLANS APPROVAL DATE No. 46655 Exo 06/30/13 cA �lP Q Z L� J a 0 BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga004.DGN RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES i I i I i (LYTLE CREEK Rd EAST) CONSTRUCTION DETAILS SCALE: 1"=50' PROJECT NUMBER & PHASE C- 4 0800000237 X X X X FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. O w W J � Q LL o W 2 � V W cc Q 0 U BORDER LAST REVISED 7/2/2010 '7 u i5tl COUNTY I ROUTE TOTAL PROJECT NO. SHEET 08 SBd 15 9.82/11.94 27 310 597 / 592 593 594 C ROUTE 15 I I 8 9 6/20i 2 I I I 1 2 3 4 -� REGISTERED IVIL ENGINEER DATE ftoFE5s7p P Nq Beg JPCP, Beg SAWCUT END ROCK BLANKET CONFORM TO Exist Pvmt GREGORY "R-3" 592+99.30, 24.00' Lt - I� JUNE 22, W. HEFTER Na 46655 0 i PLANS APPROVAL AL DATE 4 Exp. 06/30/13 CIVIL THE STATE OF CAL JFORNLA OR ITS OFFICERS \\ \ b / OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECiRONlC COP/FS OF TH/S PLAN SHEET. sr p 4rP DF CAL 1� i \ / AECOM CITY OF FONTANA SEE \ \ MVP DETAILS v \ v� ACCESS ROAD BY OTHERS SEE CITY OF FONTANA INTERIM 999 TOWN AND COUNTRY ORANGE, CA 92868 8353 SIERRA FONTANA, AVENUE CA 92335 ON SHEET C-21 \\ LY TLE CREEK NORTH Rd PROJECT ON SHEET C-21 �c v, H \ V I R/W \� \ \ \ n s c x 5` O R/W ,\ 1'TLECREE__ "R-4" 597+76.73, 4.0' Rt K — END 0 Beg Rey _ — _ - � Beg Pvmt Trans S89 _� — — _ "R-4" 597+76.72 4.0'Rt ❑- H — i END ROCK BLANKET 597 / 592 593 594 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga005.DGN RELATIVE BORDER SCALE IS IN INCHES 595 4" 596+46.10, 4.00' Rt 596 Beg ROCK BLANKET "R-4" 596+47.81, 24.00'Rt Beg ROCK BLANKET ''R-4' 596+47.80 Beg SAWCUT CONFORM TO Exist Pvmt 595 6 "R-3" 594+44.68, 12.96' Lt "R-3" 594+44.00 END H❑ Beg Beg Pvmt Trans 02 3 I UNIT 2232 S/C 597 7 0 v"597+774�9, ISOLATIONJOINT END ROCK BLANKET 8 9 ISOLATION JOINT BI 0 N 0 CONSTRUCTION DETAILS SCALE: 1"=50' PROJECT NUMBER & PHASE 0 Lnrn rn Ln w z 10 J U Ln H w ww o� X w w in z J u a C- 5 0800000237 C ROUTE 15 I I 8 9 I 590 I I I 1 2 3 4 "ROUTE 15" 592+99.29 ''R-3" 594+44.00, 4.00' Lt Beg JPCP, Beg SAWCUT END ROCK BLANKET CONFORM TO Exist Pvmt "R-3" 592+99.30, 24.00' Lt Beg ROCK BLANKET 0 "R-3" 592+97.78 4.00' Lt Beg ROCK BLANKET b 4 i �92 SEE MVP DETAILS Jy-p ON SHEET C-21 �c v, H - < OS n s c x 5` O R/W USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga005.DGN RELATIVE BORDER SCALE IS IN INCHES 595 4" 596+46.10, 4.00' Rt 596 Beg ROCK BLANKET "R-4" 596+47.81, 24.00'Rt Beg ROCK BLANKET ''R-4' 596+47.80 Beg SAWCUT CONFORM TO Exist Pvmt 595 6 "R-3" 594+44.68, 12.96' Lt "R-3" 594+44.00 END H❑ Beg Beg Pvmt Trans 02 3 I UNIT 2232 S/C 597 7 0 v"597+774�9, ISOLATIONJOINT END ROCK BLANKET 8 9 ISOLATION JOINT BI 0 N 0 CONSTRUCTION DETAILS SCALE: 1"=50' PROJECT NUMBER & PHASE 0 Lnrn rn Ln w z 10 J U Ln H w ww o� X w w in z J u a C- 5 0800000237 X FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. ACCESS ROAD BY OTHERS SEE CITY OF FONTANA INTERIM LYTLE CREEK NORTH Rd PROJECT "RO} UTE ENDOBLIITERATE+00 SURFACINGO35'� Lt� UU w V, Ll_ - Qw -- U Q L', R/W LY LE CREEK Rd - X o - cr - _ \ W H `n — C) LL W rn 600 S/C "ROUTE 15" 601+98.68 =w END JPCP z Ln z B "Rte 15" 600+47.37 83.00' Lt END SAWCUT - \ _ - cp I _j z W wLn ISOLATION END 'R-4" CONFORM NDDFCONSTRUCTION Pvmt- - - \\ - t7 JOINT \ ROUTE rj A J w w - --- --- --- -- z 600 1 2 3 4605 o w O7 �w "R-3" LINE $ / -- o S/C "Rte 15" 600+29.86 ' 10 83.00Rt ISOLATION SAWCUT / 6 = JOINT B o "ROUTE 15" 606+34.64 X 600+29.86 "R-3" � U � o END JPCP _ CONFORM TO Exist PVmt- a a -END CONSTRUCTION Ln _ END SAWCUT z X a® COUNTY ROUTE TOTAL PROJECT Z� SHEET 08 SBd 15 9.82/11.94 28 310 0 6/20/12 F;OFESS1, REGISTERED VIVIL ENGINEER DATE Nay L.� �e GREGORY W. HEFTER JUNE 22, 2012 N0. 46655 Q EXP 06/30/13 cA THE 5747E OF CALIFOFNIA OR !TS OFFICERS � CIVIL OR AGENTS SHALL NOT dE RESPON576LE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4jF Ov cn�FOPN�� COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 0 ORANGE, CA 92868 W N BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga006.DGN RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I I I I I I Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 28 310 6/20/12 F;OFESS1, REGISTERED VIVIL ENGINEER DATE Nay oe �e GREGORY W. HEFTER JUNE 22, 2012 N0. 46655 PLANS APPROVAL DATE EXP 06/30/13 cA THE 5747E OF CALIFOFNIA OR !TS OFFICERS � CIVIL OR AGENTS SHALL NOT dE RESPON576LE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4jF Ov cn�FOPN�� COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FCNI-ANA ORANGE, CA 92868 , CA 92335 Q N _o o� N.. NN N.. ,o 00 F w 00 a J a F w CONSTRUCTION DETAILS >0 SCALE : 1 ' =50' C- 6 o 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x NOTES: 1. DIMENSION OF THE STRUCTURAL SECTIONS ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2.FOR LONGITUDINAL JOINTS, TRANSVERSE JOINTS, DOWELS AND TIE BARS DETAILS, SEE Std PLANS P1, P10, P18, P20, P30 AND PER DETAIL HEREON, 3. STAGING CONDITION WILL DICTATE WHERE A CONTRACTOR POSITION THE ISOLATION JOINT PRECISELY. 4. PAVEMENT END ANCHOR PER Std PLAN P30, WIDTH AS SHOWN HEREON. S A s89 R-? a_ \ 585 1 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. PAVEMENT END ANCHOR SEE MVP DETAIL E PER STANDARD PLAN P30, ON SHEET C-21 WIDTH AS SHOWN HEREON --------- -� 15.0" N o i12.o11 15.0 3.0�4.o'I .. .�1� 1 . _. . 1 REPEATED INTERVAL OF 00 �M t 00 Ln � Q LEGEND I TRANSVERSE JOINT WITH DOWEL BARS \ LONGITUDINAL JOINT WITH DOWEL BARS a® o -III- LONGITUDINAL JOINT WITH TIE BARS L� x a ISOLATION JOINT U 0 H BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga007.DGN "R-2" 587+28.45 NORTHBOUND EXIT RAMP "R-2" RELATIVE BORDER SCALE IS IN INCHES C 2 3 00 W, UNIT 2232 Dist 1 1 ` G I Z SHEET n SBd 15 9,82/11.94 Z rn 1 1 n 6/20/12 ROFEssto REGISTERED VIVIL ENGINEER DATE N41 Z �e GREGORY W. HEFTER JUNE 22, 2012 Z PLANS APPROVAL DATE 6/30/ P 06/30/13 1 o- AECOMCITY 00 W, UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9,82/11.94 29 310 6/20/12 ROFEssto REGISTERED VIVIL ENGINEER DATE N41 oe �e GREGORY W. HEFTER JUNE 22, 2012 NEx PLANS APPROVAL DATE 6/30/ P 06/30/13 �A THE 5747E OF CALIFORNIA OR 175 OFFICERS � CIVIL OR AGENTS SHALL NOT dE RESPON575LE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC -jS o- cn �FOPNTT COPIES OF THIS PLAN SHEET. AECOMCITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 587 LCIL NB ENTRANCE RAMP "R-3" LINE 1 CONSTRUCTION DETAILS PCC JOINT DETAIL SCALE: 1"=20' C —7 PROJECT NUMBER & PHASE 0800000237 x NOTES: 1. DIMENSION OF THE STRUCTURAL SECTIONS ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. FOR LONGITUDINAL JOINTS, TRANSVERSE JOINTS, DOWELS AND TIE BARS DETAILS, SEE Std PLANS P1, P10, P18, P20, P30 AND PER DETAIL HEREON. 3. STAGING CONDITION WILL DICTATE WHERE A CONTRACTOR POSITION THE ISOLATION JOINT PRECISELY. 4. PAVEMENT END ANCHOR PER Std PLAN P30, WIDTH AS SHOWN HEREON. i "R-4" 578+5 .28 a LLL u z W 0 2 U Z � � Lu Q LOL SB ENTRANCE RAMP "R-1" LINE 0 z x O Q- V) I Z a 6/20/12 pm w r m , w LEGEND` W. HEFTER z JUNE 22, 2012 a w 0 a� p CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CALIVo�N COPlE5 OF 711l5 PLAN SHEET. �z w 999 TOWN AND COUNTRY 8353 SIERRA AVENUE � U� Y U J W aw = �p U x 0 of w � uz W H i "R-4" 578+5 .28 a LLL u z W 0 2 U Z � � Lu Q LOL SB ENTRANCE RAMP "R-1" LINE 0 z x O Q- V) 08 SBd 15 Z a 6/20/12 REGISTERED VIVIL ENGINEER CD , w LEGEND` W. HEFTER z JUNE 22, 2012 a w 0 TRANSVERSE JOII�NITH DOWEL BARS LONGITUDINAL JOINT WITH DOWEL BARS a Of LONGITUDINAL JOINT WITH TIE BARS x a _` ISOLATION JOINT v_ 0 BORDER LAST REVISED 7/2/2010 s USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga008.DGN G 9.56' Z n 14.71' Z n 11.13o' .n 7.54' 3.95' FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. Dist COUNTY I ROUTE ITOTAL PROJECT NO. SHEET 08 SBd 15 9.82/11.94 30 310 6/20/12 REGISTERED VIVIL ENGINEER Q�oVEss�oN DATE o a� GREGORY i W. HEFTER z JUNE 22, 2012 U No. 46655 PLANS APPROVAL DATE A Exp 06/30/13 THE STATE OF CAL IFORNlA OR ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CALIVo�N COPlE5 OF 711l5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 / + PAVEMENT END ANCHOR ,\ co / PER STANDARD PLAN P30, WIDTH AS SHOWN HEREON - U') � -----� \\ 5.0' 0 / 1 4. j 1 3.0' 1 5.0" 12.0 REPEATED INTERVAL OF ''R-4" 578+79.02 SOUTHBOUND EXIT RAMP "R-4" RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES i I i I i \` L OL SB RgMP CONSTRUCTION DETAILS PCC JOINT DETAIL SCALE: 1"=20' C-8 PROJECT NUMBER & PHASE 0800000237 Lam,, T i i�)6o�x v Cont COIy�MEKAL DwyPER GNTY OF SAN BRDINO DEPARTMENT OF 'PUBORKStd PLAN 129127') i 116. 6.00 �// 60 REVER$ ESQ TC t?o/T R=1 ,T/6� /8 CURB 59- q 4 "D" 592+90.17 CURB AND Gtr c/To�/T Beg CONS 7RucTInN CITY OF FONTANA 8 Hl -Pt�YN-IQo-t0p0) JOIN Exist �Og'/� r - O O O N � + LL I W Ln J 0 = J w z in BY OTHERS Juj SEE CITY OF FONTANA INTE ui = (0) LYTLE CREEK NORTH Rd PRi U Q r_<_� i Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 31 310 I6/20/12 ROFEssfo REGISTERED IVIL ENGINEER DATE oe Nab e GREGORY W. HEFTER JUNE 22, 2012 Na46655 , z PLANS APPROVAL DATE s THE STATE OF CALIFORNIA OR ITS OFF/GFRs a Exp 06/30/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sa CIVIL tiP E: ONSTRUCT CURB RAMP CASE A WITH AST IN PLACE DETECTABLE WARNING URFACE PER STANDARD PLAN A88A z "LY r- v' wtj } m ¢w � � Z V � W ao w RP D"5 x a ANGL o 0 O O O N � + LL I W Ln J 0 = J w z in BY OTHERS Juj SEE CITY OF FONTANA INTE ui = (0) LYTLE CREEK NORTH Rd PRi U Q r_<_� i Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 31 310 I6/20/12 ROFEssfo REGISTERED IVIL ENGINEER DATE oe Nab e GREGORY W. HEFTER JUNE 22, 2012 Na46655 , z PLANS APPROVAL DATE s THE STATE OF CALIFORNIA OR ITS OFF/GFRs a Exp 06/30/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sa CIVIL tiP E: ONSTRUCT CURB RAMP CASE A WITH AST IN PLACE DETECTABLE WARNING URFACE PER STANDARD PLAN A88A Z O w 2 J O w a 1 � v USERNAME =>LAN Engineering BORDER LAST REVISED 7/2/2010 DGN FILE => R�AFONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga009.dgn U I 20.00' I 6625'19" 13.09' I 23.19' RELATIVE BORDER SCALE IS IN INCHES z 3UNIT 2232 I i a N 00 �N � ee 0 w w 0 O a of a � W a � %v114� I n%jv I Iv114 vc I m1i0 �0 f w 0 SCALE: 1'=20' c -9 00 PROJECT NUMBER & PHASE 0800000237 z ¢ LL r- v' o W U � Z V � W n Ix c) a N 2 z m mr z z O Wm O . inn < p m Z O w 2 J O w a 1 � v USERNAME =>LAN Engineering BORDER LAST REVISED 7/2/2010 DGN FILE => R�AFONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga009.dgn U I 20.00' I 6625'19" 13.09' I 23.19' RELATIVE BORDER SCALE IS IN INCHES z 3UNIT 2232 I i a N 00 �N � ee 0 w w 0 O a of a � W a � %v114� I n%jv I Iv114 vc I m1i0 �0 f w 0 SCALE: 1'=20' c -9 00 PROJECT NUMBER & PHASE 0800000237 z r- v' O ma � m c O O inn O Z Q c> O Z w d w 0 Z O w 2 J O w a 1 � v USERNAME =>LAN Engineering BORDER LAST REVISED 7/2/2010 DGN FILE => R�AFONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga009.dgn U I 20.00' I 6625'19" 13.09' I 23.19' RELATIVE BORDER SCALE IS IN INCHES z 3UNIT 2232 I i a N 00 �N � ee 0 w w 0 O a of a � W a � %v114� I n%jv I Iv114 vc I m1i0 �0 f w 0 SCALE: 1'=20' c -9 00 PROJECT NUMBER & PHASE 0800000237 x x x Dist COUNTY ROUTE TOTAL PROJECT No. SHEET FOR COMPLETE RIGHT OF WAY AND ACCURATE 08 SBd 15 9.82/11.94 32 310 ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 6/20/12 RaFessta REGISTERED VIVIL ENGINEER DATE oe Nay �e GREGORY W. HEFTER JUNE 22, 2012 PLANS APPROVAL DATE No. 46655 Exp.06/30/13 THE 5747E OF CALIFORNIA OR 175 OFF7 OR AGENTS SHAL L NOT dE RESPON5, 6 - FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4jF of cn �FOPN�� COPIES OF THIS PLAN SHEET. AECOMCIOF FONTANA 999 TOWN AND COUNTRY �373 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 Q CURVE DATA Z NO R (FT) 0 T (FT) L (FT) O 0 5°26'13" 109.78' 219.39' L.� 12.03' 174°37'13" - 36.65' O3 2288.00' Q 107.16' U 0 � ;® v> LI" BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga010.dgn CONSTRUCTION DETAILS SCALE: 1"=20' C —1 O RELATIVE LORDER SCALE ° 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 IS IN INCHES CURVE DATA NO R (FT) 0 T (FT) L (FT) O 2312.00' 5°26'13" 109.78' 219.39' O2 12.03' 174°37'13" - 36.65' O3 2288.00' 2°41'00" 53.59' 107.16' USERNAME=>AECOM DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga010.dgn CONSTRUCTION DETAILS SCALE: 1"=20' C —1 O RELATIVE LORDER SCALE ° 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 IS IN INCHES FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 33 310 ' 6/20/12 QgoFESSLaN REGISTERED IVIL ENGINEER DATE 4� GREGORY F� W. HEFTER z JUNE 22, 2012 PLANS APPROVAL DATE No. 46655 A E.c 06/30/13 }m THE STATE OF CALIFORNIA OR l75 OFFICERS OR AGENTS SHALL NOT BE RESPONSJBLE FOR ST CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC Orf OF CAL IFOP�,P COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 �FONTANA, CA 92335 wm H Q� J U J a Uc� m C z Li Y �L% V1 L w U y 0-- L ,--_ 00, T6 >>SBS x 0 O --- — — — — — — — — - — -- ---- 612+38.54 37.70' /SSB /9 - - , D" �� H -- ---- -- - -- S� - ENO _f QLI�TRUVIOP! _ MATCH PfF w - - R6-(LY?f-Bt-6) -_ a- Ix - - _ _6 T Jr `W` Q LL o Lu v z 0 W cc z Q J z 0 xofQ of 0 Z Q 0 Z w a cl- W D Q Z O L� a V^ o Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 33 310 ' 6/20/12 QgoFESSLaN REGISTERED IVIL ENGINEER DATE 4� GREGORY F� W. HEFTER z JUNE 22, 2012 PLANS APPROVAL DATE No. 46655 A E.c 06/30/13 }m THE STATE OF CALIFORNIA OR l75 OFFICERS OR AGENTS SHALL NOT BE RESPONSJBLE FOR ST CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC Orf OF CAL IFOP�,P COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 �FONTANA, CA 92335 DUNCAN. CANY0 � Q. 0°0q rc'�Xs 91 ------- / ,,65 /�E °0 SSB r9 — — - - - - �) ��'¢y i UA ------------ /ASPH /---------- �f / 1 1 r. '-------------- --------- - -- - - -- r CURVE DATA NO R (F T) y � v L ,--_ 00, T6 >>SBS P6�Sxpp! T67S% 00 ! --- — — — — — — — — - — -- ---- 612+38.54 37.70' /SSB /9 - - , D" �� H -- ---- -- - -- S� - ENO _f QLI�TRUVIOP! _ MATCH PfF -- -- -T ---- --W - - R6-(LY?f-Bt-6) -_ - - -- --- 1 —a�, - - _ _6 T DUNCAN. CANY0 � Q. 0°0q rc'�Xs 91 ------- / ,,65 /�E °0 SSB r9 — — - - - - �) ��'¢y i UA ------------ /ASPH /---------- �f / 1 1 r. '-------------- --------- - -- - - -- r CURVE DATA NO R (F T) A T (FT) L (F T) O 12.00' 180°0'0" - 37.70' BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga011.dgn CONSTRUCTION DETAILS SCALE: 1"=20' C -11 RELATIVE BORDER SCALE o 1 z IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000237 i I i I i I x FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: S/C SAWCUT AND CONFORM 0 r w m w Ln0 N- No) � W O W(� Lu cb CL or� 00 O LD 6i L.0 Lr) r- n tiQ v n N on �n �� V \\ Ln Q0 Ln m v v �' o i N LD 6i O v t- 6i •- 6i ti L9 Ln 0 00 00 I �. +\ -�� t� C5� O a1 °-- � M Q' Ln 0) . r 0) W o) , C) O r W G: m (Z; L- v i- 6, Q 00 o, a0 Q o01 m 00 `s cb 0 00 v a0 6, O, W ,� LLJ 00 '9 LO + t9 L9 + + l0 + to LO + LO + t9 + lD + kD + LD) + M Ln M Lc) \\ .- N .N. 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Ln Q0 00 O N v OS O LD N / N o 00 _ 00 Ln N Oi ti OS cli 000 Oi O O Ln a v 0i Q Oi Lf) Ln N O N Ln to 00 1, O+ + M+ v+ LD + w+ LU+ LU+ w+ �w ZO L9 O ti OS 00 05 00 Ol O O O 8.. 00 QO L0 LD L9 L0 LO 00 LD Lb L9 Ln Ln 00 ~ Ln Ln Ln Ln J a x N O0')0l N O N O N U lfl -lY lY r lY CONSTRUCTION DETAILS w O O N SCALE: 1' =50' C-12 J 0 USERNAME=>AECOM RELATIVE BORDER SCALE 01 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\SOH130ga012.DGN IS IN INCHES I i UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 34 310 6/20/12 REGISTERED IVIL ENGINEER Q�oFEss 1000 DATE o a� GREGORY i W. HEFTER z JUNE 22, U No. 46655 � PLANS APPROVAL DATE A Exp 06/30/13 THE STATE OF CALIFORNIA OR ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP OF cALffp2N COPIE5 OF T11,'5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 L9 00 ��.Ln Ln �� Ln - _ _ - pm Ln .-� Ln �� In _-. _ w m � n LINE Y -D J W - 570 - -- aw z - - _ 567 - �- - - x65 / -- 5 5 4 5--- -- ----- --- - ®— - - - - - - N - - 5 0- 0 o:; :�:o Rzo ��0 ��o O ��0 3:O �3:00 (n co o moo_ fir- SBD - - o -w0 w ;' �w0 OF QF O;wO t9 w0 -M w0 �w0 w0 Nw0 o�rLO Wt9 Qr0 SHO c-,- - - - M - O- I O, Q� �, O Cr) O N O- L9 O O - m O O M O r O �wLn I�Ln �W� Ln WO OW- Ld lfl +- 0 r } Ln O 0 + Ln } O r) + Ln L' Q + 0 'o +:Ln r_ } O : 00 +- Ln 0 +- O tLn - N N - M "' '�� `" I` NI` x� Ln L1'co WLn W�-OU _ ROUT lfl' 00 00._ �._ LO ._ O.- LD .- LD '- 00•- LO .- L-0•- r ter- •-00 �00 NO�Z J 11J LDH X.LD X L9 X LD _ X Lfl __ X Lfl X W x 00 __ X -D X LD _ X LD _ X l0 XLO L9' Lp'- LD'- u'l W Lo `. w Ln w Ln W Ln L j ,n W Ln W Ln W Ln W Ln W Ln WL0 LD XLD X LD XL0 O E 1 \ a LL _ o = -- 1 -T- 2-- 3 4 565 6 �7�0 8 �c� �v N 570 1 2- �- 3 / ��o ��o_ �o rnro �o ��o �o�ro ro �o '° ��o z _ ,,_ --� Ln t- o Q t-- O r OtJ-_ - UJLO r o r O _ a0- w° O w Q N r O Ln M N LU 0 w_ - W - - - - wo 0 0 0 0 0 +tea }� rn no r o --(0 SBD - ,s -� 0 Q W 0 ow �w nwo vrn wo `- L9 } } O 00 + to �` �° } M } O }�:n0� -Ln +-4� LA + } Ln •. + Op O O } Ln O }-� O- X LD X LD -c0 • •= O Z �.. 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Ln Q0 00 O N v OS O LD N / N o 00 _ 00 Ln N Oi ti OS cli 000 Oi O O Ln a v 0i Q Oi Lf) Ln N O N Ln to 00 1, O+ + M+ v+ LD + w+ LU+ LU+ w+ �w ZO L9 O ti OS 00 05 00 Ol O O O 8.. 00 QO L0 LD L9 L0 LO 00 LD Lb L9 Ln Ln 00 ~ Ln Ln Ln Ln J a x N O0')0l N O N O N U lfl -lY lY r lY CONSTRUCTION DETAILS w O O N SCALE: 1' =50' C-12 J 0 USERNAME=>AECOM RELATIVE BORDER SCALE 01 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\SOH130ga012.DGN IS IN INCHES I i UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. x x ,IR -4" LINE �J` 593 594 q, Ln ROUTE ROUTE 15 W O 2 r O rn H- c O N 0) LLnn W N H- r W N LU O N N x ao� } m0 O C .- } � - O LO M M 0 r M LOO r co U) In r NM r' - Q Ln In ._.. XLn W LnU X� r W Ln �--� W Ln r Lro O r + + co p _- --. 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In Ln Q 0 = _ W LLI LMO� �pQ 0 N= r LDrnrM M WW Ln rM r N LT Q Q r Ln M L9 q, Ln ROUTE TOTAL PROJECT No. M Ln M M rN) 597 W W 9°82/11°94 00 Ln00 O O N O Q O p r 0 W + Q co N-) O r D rm + 0') O a, Ln r + M O _ O rt0 + Qr 598 00 r + r + r + M rr 0) 0, r r O LT p AECOM O LnO + CITY OF FONTANA �o rN 8353 SIERRA AVENUE �FCNI-ANA �p 600 Ln n L9 ~Ln .-Ln �p �Ln n N n �0 O H O rrn Ln rN ..-. 31 O W L,LJ WW 1 W W Q W W Ln r InH Ln In _ W LLI LMO� �pQ 0 Q Lv Q M WW Ln WW O rV1 I-V) Lit LL1 O WW WW WW�O N Ln �r �p --- MM }O 00 N� + O rr Ln— N'TO ��0 L9 LT CO 0') QM rr rn Ot5) LO Ln + ooti , Ln cn+ •-^ 00 O Ln rr Ln rr O 00 + O�Oi 00'1 + O �-WLn r -r- 0i u) r• -p `-Wt0 XO .._. NO + LL .... LD �~ 00r- O O 0000 Lfl LD rN --- — O 00 95 596 ROUTE TOTAL PROJECT No. SHEET 08 597 W W 9°82/11°94 35 310 p r 0 W + Q co N-) O r D rm LDS � D°N Ln Ln _ O rt0 + Qr 598 rr Ln rr + Q QM M rr 0) 0, r r cA THE 5747E OF CALIFOFN,A OR !TS OFFICERS � CIVIL Ln AECOM O LnO + CITY OF FONTANA �o rN 8353 SIERRA AVENUE �FCNI-ANA �p 600 , CA 92335 1 V) ~Ln .-Ln �p �Ln n N n �0 O H O rrn Ln rN ..-. 31 O W L,LJ WW WW 00 WW 00 WW 00 WW 00 WW QO WW O O WW 0o WW 00 WW 00 WW 00 WW 00 W� In _ --o W .-,�N W F Wo _ W LLI LMO� �pQ 0 Q Lv Q UJ O Oro Q M O O Lit LL1 O WW O r H� � L,Jr�r N O MWO �LUO ° Wr i9 WOE N }Ln Q LLIO t9 }Ln aD }O p }Ln Lf1 Q �p M}O. Q+Ln r0i N+ rLn }rte }Or' - Lb O }O 01 tn+ O r N+ •.-C) LT Q }0 r N+ •-0 r cn+ •-^ O CD N+ •-� OW }QOO O U)+W� co)+ oo N+ Q+ M +CO U)+ OD N+� X0i +N+ -r rr.-r WLn r•-� X0� �-WLn X0') 0i u) r• -p `-Wt0 XO .._. XO WLD .... XO WLO r r. r'-WZoo flwr r- 00 r•-°0 X OOr •- X� � ><6i rid rte.- X� � X� WLn Lfl LD rN XO .__. WL9 O �lfl Ln0 O Nr Ln 0)Q 0 rNL. Q0r Nr O 01Q 00 COM O Ln0 Nr OLn rN Ln M a) r- 0-) W M U W Ln -� W In Ln— W Ln `- W Ln co Lfl� O Mao O O+ OLn U') .- Ln Q +O lflO t 00r + 00') + - + MM + LnQ + lfl L9 + o0N + 00� t N� t MM LOZ Q� p • o �t9 �0 Ln + 0+00 NN 0z) 00 r QQ 00 00 595 6 o —%z C) + CO OO co OD 6,W C) �O 0-1 (y) 1 MN Ol OI r r + O 0 o �o��0 0 -H-O r0 .-. c Qr0 �0 6,r0 O W6 0r �O r0 '0--9 Q r0 F -O r r �O O F -O Lg r0 M Lfl r0 M W co r0 LD W r-) H-0 m Ln r Q0 ^� r r Q0 - 9 Lfl - Q0 Lfl °- L0 - QQ 9 - 9 O 9 fl LL10 r r ko - Ln O �WO NWO OWC) �WO Mt0 O:WO Lq +O MLUO Oto rWp Ln M}O `, �W0 QWO Ln '-0+-0 c0 t Ln 0+-0 } Ln Op N + Q } Ln O u) + c0 t M p1 N + } M O N Ln +- Ln t9 } 0 00 } Ln + r Ln+ r N+ tb (n+ 00 N+ r' �r 1�r �r ~ Ln co Q r. -Ln r._Ln r• -W r• -LD X0') >�O X0') WLn XDr W� r XO r- XO r- XO O Xm In _ ---� W X01 °- - Xo �-Wln �- W Ln '-' W Ln � -- W Ln Xco co X0 �---WM .--- W Ln W Ln _ _ �- W Ln W LD -- — — — W LO — — _ -- W LD — 6 7 Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 F- Ln W W 9°82/11°94 35 310 p r 0 W + Q co N-) O r D rm LDS � D°N Ln Ln _ O rt0 + Qr rr rr Ln rr + Q QM M rr 0) 0, r r cA THE 5747E OF CALIFOFN,A OR !TS OFFICERS � CIVIL Ln Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9°82/11°94 35 310 - 6/20/12 ROFESSI, REGISTERED VIVIL ENGINEER DATE Nay wO oe + QOM M �e GREGORY + + M� Op W. HEFTER JUNE 22, 2012 N0. 46655 PLANS APPROVAL DATE ExP 06/30/13 cA THE 5747E OF CALIFOFN,A OR !TS OFFICERS � CIVIL OR AGENTS SHALL NOT dE RESPON576LE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4jF ov cn�FOPN�� COPIES OF THIS PLAN SHEET. AECOM O LnO + CITY OF FONTANA 999 TOWN AND COUNTRY rN 8353 SIERRA AVENUE �FCNI-ANA ORANGE, CA 92868 'D 00 00 OD , CA 92335 O W"M2 N"� w�0 u ROUT A— E 15 -� _2 3 4 rr0 MF-- —0 — —_MOaro } —^L6n0L�5U 6 O O Iw�- ON WO �WOW r0 0 .W0p O}O }-U- }0 Ln O Ln NwO O Ln+ �NO+ W O nO U)+ 00-N pN OO •XM —07XO XO XO O _ X -LO �'0CQLQMLLDOO O W WLO WLO Ld WXO XLfl_ W 10 O WL -0 �OUZ Lu Q0 Wlfl Ln r r Q M N M Q M O O 0 Q O Q - O O l0r co ru)+ wO LD H V) Ln WW + QOM M QO + + M� Op WW Ln ' 0) O rr T t co r-- LO 00 LO r Q . O . 0) D + 00 Ln Lnp + ON . Ln LT O LnO + �N Lfl rN Ln rLn H- (f) rV) rin rLn H- (In In rLn F- V) rLn HLn F- u') W Q 'D 00 00 OD j') Ln 1 V) ~Ln .-Ln HN �Ln H- V) -O I-- Y) rrn Ln rN rrn 0 WW NO WW WW 00 WW 00 WW 00 WW 00 WW QO WW O O WW 0o WW 00 WW 00 WW 00 WW 00 W� H- V) WW Q WW 10 WW Q Lit LL1 Q WW O O r I-V) WW .- O O O O �� ° OW rr rr 0000 0000 Ln Ln MM • Ln Ln LD lO Ln Ln 0000 MM 0c) co lfl Qcr O WW L0 M MM MM QQ QQ O Lfl LD rN Q0r O �lfl Ln0 O Nr Ln 0)Q 0 rNL. Q0r Nr O 01Q 00 COM O Ln0 Nr OLn rN Ln M 0Y 0r C; OQ co Lfl� O Mao O O+ OLn Q +O lflO t 00r + 00') + - + MM + LnQ + lfl L9 + o0N + 00� t N� t MM LOZ Q� p • o �t9 �0 Ln + 0+00 NN 0z) 00 r QQ 00 00 + r LO Ln co 00 cor co OD + CO OO co OD + 0r �O 0-1 (y) t 0" MN Ol OI r r + O 0 QQ t t 0rm O Or OY OO Orn N OO N OO M OO M OO v OO Q .-O Ln � Ln � L0 00 OO r r 0 r 0 1-1 0 001 0 00 � 0 00 CO 0 0000 0 O 0000 0 00 00 O o0 m O 00 � o ^- L0 U LT 00 + c0 ko r r 0r r r r r 0r r r Or r- O r r m Ln Q0 ^� r r Q0 - 9 Lfl - Q0 Lfl °- L0 - QQ 9 - 9 O 9 fl r r 9 r r ko - Ln r- r- Ln - Ln r- � Ln •- Ln r: r- 0 -- Ln Ln Ln r r Q M N M Q M O O 0 Q O Q - O O l0r co ru)+ wO LD H V) Ln WW + QOM M QO + + M� Op WW Ln ' 0) O rr T t co r-- LO 00 LO r Q . O . 0) D + 00 Ln Lnp + ON . Ln LT O LnO + Lf) r 0 Lfl Ln r Ln r Ln _ r M 'D 00 00 OD j') Ln QM ~Ln .-Ln r- r-- �Ln r. -O rcr rrn Ln ��- rrn 0 r0 Ln LD USERNAME=>AECOM DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga013.DGN lfl Q Q M N F- l0 O O O O O O QF- co O Ln0 wO 00 QO v WLT Ln .O .Ln '_0 O ,Ln .0 Q }N + LO+ c0+ O+ + M+ 0) N+ r 0000 c000 0�0') 0)O� 0r0 r. -O Or rrn Ln rrn Ln rrn Ln rrn 0 r0 Ln LD XO w LD RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS W INCHES i I i I i CONSTRUCTION DETAILS SCALE: 1"=50' C-13 PROJECT NUMBER & PHASE 0800000237 x x x FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. \ "R-1" 579+11.99, 94.88' Lt "D" 600+91 .82, 59.00' Rt ECR, TC 1742.62 RP R-1" 578+73.49, 84.00' Lt p/4 ANGLE POINT -' 4/4 " "R-1" 578+73.49, 44.00' Lt BCR, TC 1742.15 A/4 rn 0 TC 1743.07 \ CURB RAMP CASE C "D" 601+16.08 TC 1743.17 TC 1743.05 "R-1" 579+36.81, 4.00' Rt BCR, TC 1746.11 LOL SB ENTRANCE RAMP "R-1" LINE CURB RAMP CASE A "R-1" 579+30.00 'R-1" 579+36.81. 24.00'Rt % ANGLE POINT "R-1" 579+51.46, 24.56' Rt ANGLE POINT "R-1" 579+56.13, 18.82' Rt "D" 602+13.88, 46.00' Rt ECR, TC 1748.02 O Z n TC 1745" 2 - CURB RAMP__., CASE C 4 "D" 601+62.27 TC 1746.00 O r' "R-4" 578+51.07, 92.16'Lt "D" 601+22,84, 43.00' Lt BCR, TC 1744.42 0/4 "R-4" 579+13.85 109.00'Lt ANGLE POINT RP A/4 0/4 TC 1746.41 Z TC 1748.13 TC 1747.01 ,TC 1747.64 SB RAMP INTERSECTION NB RAMP,, INTERSECTION ''R-2' 587+13.35 19.78'Lt "D" 611+38.61, 46.00' Rt ECR, TC 1764.38 RP R-2" 587+10.45 19.00' Lt ANGLE POINT "R-2" 587+10.45, 16.00'Lt BCR, TC 1763.40 "R-2" 586+82.02 30.56'11t MVP ANGLE POINT CURB RAMP CASE A- LOL NB EXIT RAMP "R-2" LINE "R-2" 586+95.00 586 "R-2" 586+72.40, 34.00' Rt BCR, TC 1762.72 a COUNTY ROUTE z No. SHEET 08 SBd 15 O 36 310 L.� 6/20/12 RaFessto REGISTERED VIVIL ENGINEER DATE 41 85.07' oe 20.00' Q 15.35' W. HEFTER JUNE 22, 2012 No. 46655 PLANS APPROVAL DATE Ex0 06/30/13 cA THE 574 7f OF CAL !PORN/A OR !TS OFF/CERS CIVIL OR AGENTS SHALL NOT dE RESPON576LE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4jF OF cn �FOPN�� COPIES OF THIS PLAN SHEET. 0 105000'00" CITY OF FONTANA 999 TOWN AND COUNTRY © 8353 SIERRA AVENUE �FCNI-ANA ORANGE, CA 92868 11.51 , CA 92335 O7 60.00' 75°00'00" 46.04' 78.54' ® BORDER LAST REVISED 7/2/2010 MVP "R-4" 579+13.85, 44.00' Lt -------- ECR, TC 1746.55 \ TC 1746.51 "R-4" 578+83.85, 4.00' Lt ECR, TC 1748.07 CURB RAMP CASE A 1-"R-4" 578+93.50 "R-4" 578+83.85. 7.00' Rt ANGLE POINT "R-4" 578+80.95. -7.78' Rt "D" 602+27.10, 46.00' Lt BCR, TC 1748.54 LOL SB EXIT RAMP "R-4" LINE "R-3" 586+24.12 15.12' Lt "D" 611+43.24, 46.00' Lt BCR, TC 1764.55 "R-3" 586+38.60 19.00' Lt F ANGLE POINT 'R-3" 586+38.60, 4.00' Lt ECR, TC 1763.89 TC 1764.24 CURB RAMP CASE A "R-3" 586+48.50 TC 1763.88 586 LTC)764.04 TC 1763.53 TC 1764.21 TC 1764.39 587 y C� Z TC 1763.09 TC 17 C� TC 1762.74 m 7 < CURB RAMP CASE C-\ 0 "D" 612+38.58 CURB RAMP CASE C 7- "D" 612+03.28 -;0 TC 1761.09 TC 1762.18 4 L/4 p '0/4 r RP R-2" 586+72.40 94.00'Rt A/4 ANGLE POINT ''R-2' 587+30.36, 78.47' Rt "D" 612+37.91, 55.00' Rt ECR, TC 1761.60 USERNAME=>AECOM RELATIVE BORDER SCALE DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga014.DGN IS IN INCHES 587 588 LOL NB ENTRANCE RAMP "R-3" LINE TC 1760.41 A/4 A/4 'R-3" 587+21.88, 32.00' Rt ECR, TC 1759.77 A/4 D/4 "R-3" 587+21.88, 87.00' Rt n ANGLE POINT " "R-3" 586+68.75 101.24'Rt "D" 612+67.18, 59.00' Lt BCR, TC 1760.64 a 1 s UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 36 310 65.00' 6/20/12 RaFessto REGISTERED VIVIL ENGINEER DATE 41 85.07' oe 20.00' GREGORY�e GREGORY 15.35' W. HEFTER JUNE 22, 2012 No. 46655 PLANS APPROVAL DATE Ex0 06/30/13 cA THE 574 7f OF CAL !PORN/A OR !TS OFF/CERS CIVIL OR AGENTS SHALL NOT dE RESPON576LE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4jF OF cn �FOPN�� COPIES OF THIS PLAN SHEET. AECOM 105000'00" CITY OF FONTANA 999 TOWN AND COUNTRY © 8353 SIERRA AVENUE �FCNI-ANA ORANGE, CA 92868 11.51 , CA 92335 CURVE DATA NO R (F T) A T (FT) L (FT) O 40.00' 105047'13" 52.88' 73.85' O2 65.00' 74059'09" 49.86' 85.07' O3 20.00' 75°00'00 " 15.35' 26.18' 4O 3.00' 105000'00" 3.91 5.50' O5 3.00' 105000'00" 3.91 5.50' © 15.00' 75°00'00" 11.51 19.63' O7 60.00' 75°00'00" 46.04' 78.54' ® 55.00' 105°00'00 " 71.68' 100.79' NOTE: 1. CONSTRUCT ALL CURB RAMPS WITH CAST -IN-PLACE DETECTABLE WARNING SURFACE PER STANDARD PLAN A88A. CONSTRUCTION DETAILS SCALE: 1"=20' PROJECT NUMBER & PHASE C-14 0800000237 USERNAME=>AECOM DGN FILE => R:\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I 1 1 1 1 1 1 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS FOR COMPLETE RIGHT OF WAY AND ACCURATE 08 SBd 15 9.82/11.94 37 310 ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 6/20/12 ESS ISN QROF REGISTERED CIVIL ENGINEER DATE o q� GREGORY W. HEFTER i z JUNE 22, 2012 U No. 46655 PLANS APPROVAL DATE Exp 0 6/30/13 A THE STATE OF CALIFORNIA OR ITS OFF/CE Oq sT CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY Oq COMPLETENESS OF ELECTRONIC qrF pF P COP/ES OF THIS PLAN SHEET. CALtFo�N, OF FONTANA AECOM 7FNYTANA, 999 TOWN AND COUNTRYSIERRA AVENUE ORANGE, CA 92868 CA 92335 > C2 o w 0 w > w � > w Li �Z �% V c LLI I z� � � D L (fit "�ROUTj= 1 5'- 545+68.00 133.b0' L# Temp FENCE (TYPE ESA) ' D Q °� -,�,_�•�� _in " �- r Q - _0 Lr _ _ _ UNCA CANYON Rd R /W � _ y ROUTE -15' 545+68.009-93.-83' Lt MATCH LINE - - - - - - - - - - -w Q0 w Beg Temp FENCE (TYPE ESA) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ZLo d W F - J I w Q z H a W _ - _ ROUTE 15- -� Ln v w = 6 7 8 9 550 1 777� _ - 2 3 4 555 6 7" 8 9 `- 560 w _ W 0 w w -------------- MATCH LINE- C) - - - - - - - - - - - - - - - - - - - - - - F -- r a o "CROUTE 15" 549+63.00 93.58' Rt / R/W - Beg Temp FENCE (TYPE ESA) - a ~ "ROUTE ,15" 549+63.00 132.39Rt Temp FENCE (TYPE ESA) / x o Temp FENCE (TYPE ESA) z "ROUTE 15" 557+91.10, 162.0' Rt 2x Temp FENCE (TYPE ESA) a W ''ROUTE 15" 558+19.36 133.0' Rt Temp FENCE (TYPE ESA) ' ''ROUTE 15" 559+34.90 162.0' Rt a Temp FENCE (TYPE ESA) "ROUTE 15" 559+34.61 241.24'Rt Temp FENCE (TYPE ESA) U CONSTRUCTION DETAILS o TEMPORARY ESA FENCE N SCALE : 1 "=50' C-15 USERNAME=>AECOM DGN FILE => R:\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 I 1 1 1 1 1 1 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x x FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9,82/11.94 38 310 6/20/12 ROFESsto REGISTERED VIVIL ENGINEER DATE Nay oe �e GREGORY W. HEFTER JUNE 22, 2012 NEx 46655 PLANS APPROVAL DATE P 06/30/13 cA THE 5747E OF CALIFOFN,A OR !TS OFFICERS � CIVIL OR AGENTS SHALL NOT dE RESPON575LE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4jF ov cn�FOPN�� COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FCNI-ANA, ORANGE, CA 92868 CA 92335 Q Z Q 0 v> LI - BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga016.DGN RELATIVE BORDER SCALE 0 i 2 3 UNIT 2232 IS IN INCHES I J CONSTRUCTION DETAILS TEMPORARY ESA FENCE SCALE: 1 II=50' C-16 PROJECT NUMBER & PHASE 0800000237 Distl COUNTY I ROUTE TOTAL PROJECT f NO. (SHEET S10 c x x x Q 0 a z R- L� 0 z � LLJ r 0 0 L..i 0 i Q 5cr BORDER LAST REVISED 7/2/2010 USERNAME =>LAIN Engineering DGN FILE => R:AFONT0801 1-15 Duncan PS&E\Plans\DGN\SOH130ga017.DGN RELATIVE BORDER SCALE IS IN INCHES z s 1 2232 N w o cu �m n n w w 0 a of a w w a m o� z O SCALE: 1"=50' =50' C-17 l PROJECT NUMBER & PHASE 0800000237 x I x W H Q Ln V FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA. SEE RIGHT OF WAY RECORD MAF f- u u 4 2 W W V) t I DiStl COUNTY I ROUTE TOTAL PROJECT NO. SHEET 08 SBd 15 9.82/11.94 40 1 310 USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga018.DGN C RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES i I i I i a N � lP O O N •• I� N N N •• \ O U p O~ O a a � H CONSTRUCTION DETAILS zO TEMPORARY ESA FENCE w0 SCALE: 1"=50' C-18 o 0 PROJECT NUMBER & PHASE 0800000237 x x % FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. \ A" C07111 70 or_ an, + Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 41 310 6/20/12 ROFESsto REGISTERED VIVIL ENGINEER DATE oe Nay �e GREGORY W. HEFTER JUNE 22, 2012 PLANS APPROVAL DATE No. � ExP 066/30//30/ 13 cA THE 5747E OF CALIFOFN,A OR !TS OFF/CERS OR AGENTS SHALL NOT dE RESPON576LE FOR sor CIVIL p F a ° z O J Q U Li O LLJ N BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga019.DGN RELATIVE BORDER SCALE 0 i 2 3 UNIT 2232 IS IN INCHES O Ln !T Ln W Z O J N � U w uJ H- �_ O tn �w LL, w I '^ 71 a cu —w 00 N.. NN cu •• �o o� 00 �w 0 0 Q � z O �. O w O SCALE : 1 ' =50' C -19 0 0 _I PROJECT NUMBER & PHASE 0800000237 I % x x FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. CITY OF FONTANA INTERIM LYTLE CREEK NORTH Rd PROJECT "ROUTE 15'' 599+93.48 130.19' Lt Temp FENCE (TYPE ESA) "ROUTE 15" 600+88,55 213.00' Lt Temp FENCE (TYPE ESA) _ "ROUTE 15" 61 --------- Temp FENCE - R/W� 0 Ln + _ rn 600 w - J U Ln Lu Li LLI _ � 600 N O LL, Ir Lu Lu V1 z J / x 1 U a 6 0 \ 1 �l 8.94, 21 3.00' Lt ESAl - - - - %"R-4" LINE "ROUTE 15' 602+08 END Temp FENCE (TYPE ESA) l 13.75 Lt - 8 - - - ROUTE 15 1 2 3 q - -- �6 6 - - - - / 7 8 /--- — -� "R-3" LINE- - - - - - - - MATCH LINE _ _ - r -- 610 "ROUTE 15" 606+34.91 92.90" Rt- _ _ \ END Temp FENCE - - - - - - - - - - - - - - - — - - - -; - - (TYPE ESA) X R /W "ROUTE 15" 601+44,71 1 50. " Rt Temp FENCE (TYPE ESA) "ROUTE 15" 600+08.23, 147.09' Rt Temp FENCE (TYPE ESA) Q COUNTY ROUTE TOTAL PROJECT Z SHEET 08 SBd 15 9,82/11.94 42 310 6/20/12 ROFESsto REGISTERED VIVIL ENGINEER DATE Nay L.� �e GREGORY W. HEFTER JUNE 22, 2012 N0. 46655 Q e%P 06/30/13 cA THE 5747E OF CALIFOFNIA OR !TS OFFICERS � CIVIL OR AGENTS SHALL NOT dE RESPON575LE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4jF ov cn�FOPN�� COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 0 ORANGE, CA 92868 R- ;® v> LI - BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga020.DGN "ROUTE 15" 606+34.91, Temp FENCE (TYPE ESA) RELATIVE BORDER SCALE IS IN INCHES j z s UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9,82/11.94 42 310 6/20/12 ROFESsto REGISTERED VIVIL ENGINEER DATE Nay oe �e GREGORY W. HEFTER JUNE 22, 2012 N0. 46655 PLANS APPROVAL DATE e%P 06/30/13 cA THE 5747E OF CALIFOFNIA OR !TS OFFICERS � CIVIL OR AGENTS SHALL NOT dE RESPON575LE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4jF ov cn�FOPN�� COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FCNI-ANA, ORANGE, CA 92868 CA 92335 CONSTRUCTION DETAILS TEMPORARY ESA FENCE SCALE: 1"=50' C-20 PROJECT NUMBER & PHASE 0800000237 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 20.0' 1 5.0' 1 20.0' A A 20.0' 45.0' 20.0' B -------------- B ----- -------B 20.0' 11 5.0' 20.0' C PLAN PLAN PLAN 2.17' 112.0' 2.17' 1 12.0' > w 12.0' w � w 27� VARIES ?%, VARI2% ES VARIES 1 z 0 a o HMA DI d z (TYPE a of � a d W D a O J 0.40' HMA (TYPE A) _ 0.50' CLASS 2 AB SEE TYPICAL CROSS SECTION SECTION A -A MAINTENANCE VEHICLE PULLOUT RAMP "R-2" Stc 578+80.00 RAMP "R-2" Sta 586+20.00 RAMP "R-4" Sta 578+78.85 RAMP "R-4" Sta 586+25.00 (FOR DETAILS NOT SHOWN, SEE STANDARD PLANS H9) / I HMG nTKF 0.40' HMA (TYPE A) 0.50' Cl 2 AB SEE TYPICAL CROSS SECTION SECTION B -B MAINTENANCE VEHICLE PULLOUT RAMP "R-1" Sto 573+58.00 (FOR DETAILS NOT SHOWN, SEE STANDARD PLANS H9) HMA DIKE (TYPE D) TO HMA DIKE ( TYPE F) 0 w. a BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ga021. DGN HMA DIKE (TYPE F) 0.40'(TYPE A) EE TYPICAL 0.50'CLASS 2 AB ROSS SECTION SECTION C -C 2.17' MAINTENANCE VEHICLE PULLOUT RAMP "R-3" Sto 592+25.00 (FOR DETAILS NOT SHOWN, SEE STANDARD PLANS H9) HMA nTKF HMA DIKE (TYPE F) TO HMA DIKE (TYPE C) RELATIVE BORDER SCALE IS IN INCHES ist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 43 310 6/20/12 ROF Ess �a REGISTERED IVIL ENGINEER DATE oe Nq �4 GREGORY W. HEFTER z JUNE 22, 2012 w No. 46655 PLANS APPROVAL DATE A � E.c 06/30/13 >}m THE STATE OF CALIFORNIA OR 175 OFFICERS OR AGENTS SHALL NOT 5E RESPONSIBLE FORsT CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC a` pF CAL IFa��,P COPIES OF 71'115 PLAN SHEET. �A,ECOM7PONTASA, F FONTANA 99 TOWN AND COUNTRY IERRA AVENUE ORANGE, CA 92868 CA 92335 CONSTRUCTION DETAILS NO SCALE C -21 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. x of w un W w � a IL o W 2 U W 0 W z Q z 0 v 0 xofa of O Q- v) z a Li 0 a o_ w D Q BORDER LAST REVISED 7/2/2010 LEGEND: 08 S/Bnd 15 9.82/1 1 .94 44 31 0 �v 6/20/12 SS -5 TEMPORARY SOIL BINDER TFR////. SC -5 TEMPORARY FIBER ROLL OO SC -10 TEMPORARY DRAINAGE INLET PROTECTION THE STATE OF CALIFORNIA OR ITS OFFICERS TC -1 TEMPORARY CONSTRUCTION ENTRANCE WASH TEMPORARY CONCRETE WASHOUT (BIN) Distj COUNTY I ROUTE ITOTAL PROJECT NO. SHEET 08 S/Bnd 15 9.82/1 1 .94 44 31 0 �v 6/20/12 /Vo"^-�' REGISTERED CIVIL ENGINEER DATE eaoFAssloNq ems° p P RAs � F JUNE 22, 2012 z 51422 m PLANS APPROVAL DATE . 0" Exp. E/3O/12 THE STATE OF CALIFORNIA OR ITS OFFICERS .4 4 CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CALIVo�N COPIE5 OF T11I5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 \CD , � - �I ;e-l —_� a 1 DUNCAN CANYON Rd V. ROUTE 15 4 -- 545 6 7 8 9 550 R/W O Uri O Lf) U) Q CV W Z (> J � LP I-- LLJ LLJ LLJ 2 R- (n O LLJ 0Y LLJ N LLJ z J 2 U H Q 1 N 0 NN N •• \ O t9 � p W ,y, H F O~ O a a TEMPORARY WATER POLLUTION CONTROL PLAN N0 THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK AND10 FOR STORM WATER REFERENCE ONLY SCALE: 1"=50' W P C - 1 so O USERNAME=>AECOM RELATIVE BORDER SCALE 01 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130gb001Agn IS IN INCHES I i i i FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. x BORDER LAST REVISED 7/2/2010 O Lo O Ln Ln Q r 2 U r Q THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK AND FOR STORM WATER REFERENCE ONLY USERNAME=>AECOM RELATIVE BORDER SCALE 01 2 3 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130gb002.dgn IS IN INCHES i i i I Distj COUNTY I ROUTE ITOTAL PROJECT- NO. SHEET Z O 9.82/1 1 .94 45 31 0 �v 6/20/12 /Vow^-�' REGISTERED CIVIL ENGINEER DATE eaoF Ess tpNq ' x a of of z 51422 m PLANS APPROVAL DATE . 0" O THE STATE OF CALIFORNIA OR ITS OFFICERS .4 4 CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CALIVo�N COPIE5 OF T11I5 PLAN SHEET. Q- CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, V) CA 92335 z a r CD 0 z w a O_ W D Q Z Of O J x Q CD O -ZE BORDER LAST REVISED 7/2/2010 O Lo O Ln Ln Q r 2 U r Q THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK AND FOR STORM WATER REFERENCE ONLY USERNAME=>AECOM RELATIVE BORDER SCALE 01 2 3 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130gb002.dgn IS IN INCHES i i i I Distj COUNTY I ROUTE ITOTAL PROJECT- NO. SHEET 08 S/Bnd 15 9.82/1 1 .94 45 31 0 �v 6/20/12 /Vow^-�' REGISTERED CIVIL ENGINEER DATE eaoF Ess tpNq ' ems° p P ARA s F JUNE 22, 2012 z 51422 m PLANS APPROVAL DATE . 0" Exp. E/3O/12 THE STATE OF CALIFORNIA OR ITS OFFICERS .4 4 CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CALIVo�N COPIE5 OF T11I5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 a F- M V) I U W O- Z 3 J r W U) W l) W W BLI O N cr W Z J TEMPORARY WATER POLLUTION CONTROL PLAN SCALE: 1"=50' WPC -2 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. Distj COUNTY I ROUTE ITOTAL PROJECT- NO. SHEET pm w a� Jz �U U� J Vl U r m o w Y U W Ln Ln 6/20/12 /Vow^-�' REGISTERED CIVIL ENGINEER X N ems° p P ARA s F l0 Ln o L a z 51422 m w . 0" Ln THE STATE OF CALIFORNIA OR ITS OFFICERS uz W w CITY OF FONTANA J I-- "K CA 92335 z o LL W U J 0- x 2 Q U z ('3 w I- W W LU D z N 0 a 0 Lu L J J z w z � 0 v = U H Q Distj COUNTY I ROUTE ITOTAL PROJECT- NO. SHEET 08 S/Bnd 15 9.82/1 1 .94 46 31 0 �v 6/20/12 /Vow^-�' REGISTERED CIVIL ENGINEER DATE eaoF Ess tpNq ' ems° p P ARA s F JUNE 22, 2012 z 51422 m PLANS APPROVAL DATE . 0" Exp. E/3O/12 THE STATE OF CALIFORNIA OR ITS OFFICERS .4 4 CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CALIVo�N COPIE5 OF T11I5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 BORDER LAST REVISED 7/2/2010 THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK AND FOR STORM WATER REFERENCE ONLY USERNAME=>AECOM RELATIVE BORDER SCALE 01 2 3 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130gb003.dgn IS IN INCHES I i i i I TEMPORARY WATER POLLUTION CONTROL PLAN SCALE: 1"=50' WPC -3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 � O O Q- V) z Q 0 z d 0 Q Z Of O J x Q U O BORDER LAST REVISED 7/2/2010 THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK AND FOR STORM WATER REFERENCE ONLY USERNAME=>AECOM RELATIVE BORDER SCALE 01 2 3 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130gb003.dgn IS IN INCHES I i i i I TEMPORARY WATER POLLUTION CONTROL PLAN SCALE: 1"=50' WPC -3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 15 9.82/11.94 47 310 BORDER LAST REVISED 7/2/2010 THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK AND FOR STORM WATER REFERENCE ONLY USERNAME =>LAN Engineering RELATIVE BORDER SCALE 0 DGN FILE => R�AFONT0801 1-15 Duncan PS&E\Plans\DGN\80H130gb0M dgn I5 IN INCHES q, s 1 UNIT 2232 B ,OF ESs1,4 % P AR4S� �Q. Q � z N . 51422 o A Exo 6/30/14 S CIVIL �4 �lP lF OF CAL 10 FONTANA 1RA AVENUE CA 92335 .... . POLLUTION CONTROL PLAN SCALE: 1''=50' WPC -4 —77 PROJECT NUMBER & PHASE 0800000237 z t O N _ O M z Q- V) J d c L� W " O W LLJ z 2 Z_ N w J W d z O x J U O BORDER LAST REVISED 7/2/2010 THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK AND FOR STORM WATER REFERENCE ONLY USERNAME =>LAN Engineering RELATIVE BORDER SCALE 0 DGN FILE => R�AFONT0801 1-15 Duncan PS&E\Plans\DGN\80H130gb0M dgn I5 IN INCHES q, s 1 UNIT 2232 B ,OF ESs1,4 % P AR4S� �Q. Q � z N . 51422 o A Exo 6/30/14 S CIVIL �4 �lP lF OF CAL 10 FONTANA 1RA AVENUE CA 92335 .... . POLLUTION CONTROL PLAN SCALE: 1''=50' WPC -4 —77 PROJECT NUMBER & PHASE 0800000237 I FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. ~ N W a � Lux \, CITY R/W 80 z 0 Lu \ a J o \\ 0 Q o \ of A Q— V) Q � I 0 z y I I � I � I cm D Q Of Of I i 1 x J ( U CD O Q L USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130gb005.dgn Distj COUNTY I ROUTE ITOTAL PROJECT- NO. SHEET 08 S/Bnd 15 9.82/1 1 .94 48 31 0 W.0111111111 111 6/20/12 /Vow^-�' REGISTERED CIVIL ENGINEER DATE eaoF ESA tpNq � t ems° p P ARAs F sm �1��l JUNE 22, 2012 z 51422 m PLANS APPROVAL DATE . 0" Exp. E/3O/12 THE STATE OF CALIFORNIA OR ITS OFFICERS .4 4 CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CALIVo�N COPIE5 OF T11I5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 a � Lux \, CITY R/W 80 z 0 Lu \ a J o \\ 0 Q o \ of A Q— V) Q � I 0 z y I I � I � I cm D Q Of Of I i 1 x J ( U CD O Q L USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130gb005.dgn Distj COUNTY I ROUTE ITOTAL PROJECT- NO. SHEET 08 S/Bnd 15 9.82/1 1 .94 48 31 0 �v 6/20/12 /Vow^-�' REGISTERED CIVIL ENGINEER DATE eaoF ESA tpNq � ems° p P ARAs F JUNE 22, 2012 z 51422 m PLANS APPROVAL DATE . 0" Exp. E/3O/12 THE STATE OF CALIFORNIA OR ITS OFFICERS .4 4 CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CALIVo�N COPIE5 OF T11I5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 I THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK AND FOR STORM WATER REFERENCE ONLY RELATIVE BORDER SCALE O1 2 3 IS IN INCHES i i i I \ N •• j \ O n u � w O O w w TEMPORARY WATER POLLUTION CONTROL PLAN N0 'w O SCALE: 1"=50'WPC-50 J O UNIT 2232 PROJECT NUMBER & PHASE 0800000237 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA. SEE RIGHT OF WAY RECORD MAF x pm r w m a� o -D w �� Y U� U J W aw = v o U x c) of w � uz W w � a LL o Lu U Z 0 W z a w z O v Distj COUNTY I ROUTE ITOTAL PROJECT- NO. SHEET 08 SBd 15 9.82/11.94 49 310 N q� F y/ c � z n — p 2 NSP P E BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130gb006.dgn THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK AND FOR STORM WATER REFERENCE ONLY RELATIVE BORDER SCALE 02 3 UNIT 2232 IS IN INCHES i i i w z� J U �n 3 ww �w :3_ o in cr w ww z vI J U H Q SCALE: 1"=50' WPC -6 PROJECT NUMBER & PHASE 0800000237 Z O x a of of O Q- V) z a 0 z w Q O_ W D a Z Of O J x a U O BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130gb006.dgn THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK AND FOR STORM WATER REFERENCE ONLY RELATIVE BORDER SCALE 02 3 UNIT 2232 IS IN INCHES i i i w z� J U �n 3 ww �w :3_ o in cr w ww z vI J U H Q SCALE: 1"=50' WPC -6 PROJECT NUMBER & PHASE 0800000237 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. X of W uz W w � a IL z W 0 �_ U Z 0 W z a 0 z x O a 0 Q- v) a 0 z w 0 a BORDER LAST REVISED 7/2/2010 ACCESS ROAD BY OTHERS, SEE � CITY OF FONTANA INTERIM LYTLE CREEK NORTH Rd PROJECT LYTLE CREEK Rd - livi 6 � 00 LOL SB EXIT RAMPLd - - - - "R-4" LINE- -\ — c> -- \ ROUTE 15 Exist CB —- - w w — i 600 . 1 2 3 4V) 0 i 605 — _ Ld Ln z 610 Lu Ld — — I LOL NB ENTRANCE RAMP "R-3" LINE USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130gb007.dgn R /W THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK AND FOR STORM WATER REFERENCE ONLY RELATIVE BORDER SCALE 01 2 3 IS IN INCHES i i i I Distj COUNTY I ROUTE ITOTAL PROJECT- NO. SHEET 08 S/Bnd 15 9.82/1 1 .94 50 31 0 �v 6/20/12 /Vow^-�' REGISTERED CIVIL ENGINEER DATE eaoF Ess tpNq ' ems° p P ARA s F JUNE 22, 2012 z 51422 m PLANS APPROVAL DATE . 0" Exp. E/3O/12 THE STATE OF CALIFORNIA OR ITS OFFICERS .4 4 CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CALIVo�N COPIE5 OF T11I5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE / I ACCESS ROAD BY OTHERS, SEE � CITY OF FONTANA INTERIM LYTLE CREEK NORTH Rd PROJECT LYTLE CREEK Rd - livi 6 � 00 LOL SB EXIT RAMPLd - - - - "R-4" LINE- -\ — c> -- \ ROUTE 15 Exist CB —- - w w — i 600 . 1 2 3 4V) 0 i 605 — _ Ld Ln z 610 Lu Ld — — I LOL NB ENTRANCE RAMP "R-3" LINE USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130gb007.dgn R /W THIS PLAN ACCURATE FOR WATER POLLUTION CONTROL WORK AND FOR STORM WATER REFERENCE ONLY RELATIVE BORDER SCALE 01 2 3 IS IN INCHES i i i I Distj COUNTY I ROUTE ITOTAL PROJECT- NO. SHEET 08 S/Bnd 15 9.82/1 1 .94 50 31 0 �v 6/20/12 /Vow^-�' REGISTERED CIVIL ENGINEER DATE eaoF Ess tpNq ' ems° p P ARA s F JUNE 22, 2012 z 51422 m PLANS APPROVAL DATE . 0" Exp. E/3O/12 THE STATE OF CALIFORNIA OR ITS OFFICERS .4 4 CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CALIVo�N COPIE5 OF T11I5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 a N �N o� NN N O l9 — C p o� 0 a a TEMPORARY WATER POLLUTION CONTROL PLAN N0 'w O SCALE: 1'=50' WPC -7 1p s �0 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. x pm r w m a� o -D w � Y U� U J W aw = �o U x 0 of w un W w � a IL o W 2 U W 0 W z a w z 0 v BORDER LAST REVISED 7/2/2010 SHEET z O TEMPORARY FIBER ROLL TEMPORARY CONCRETE WASHOUT (BIN) 6/20/12 /Vow^-�' REGISTERED CIVIL ENGINEER SOYD EA EA LF xofa of WPC -1 1410 1214 JUNE 22, 2012 z 51422 m WPC -2 5531 1 O THE STATE OF CALIFORNIA OR ITS OFFICERS .4 4 CIVIL WPC -3 d 7167 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, WPC -4 39882 19 2 19987 2 z Q WPC -5 26661 15 3 14849 3 WPC -6 23023 1 1 8159 1 WPC -7 CD 2493 1 0 113120 54 7 58050 7 z w t— Q O_ W D Q Z Of O J x Q U O BORDER LAST REVISED 7/2/2010 SHEET TEMPORARY TEMPORARY DRAINAGE TEMPORARY CONSTRUCTION SOIL BINDER INLET PROTECTION ENTRANCE TEMPORARY FIBER ROLL TEMPORARY CONCRETE WASHOUT (BIN) 6/20/12 /Vow^-�' REGISTERED CIVIL ENGINEER SOYD EA EA LF EA WPC -1 1410 1214 JUNE 22, 2012 z 51422 m WPC -2 5531 1 4181 THE STATE OF CALIFORNIA OR ITS OFFICERS .4 4 CIVIL WPC -3 11395 18 7167 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, WPC -4 39882 19 2 19987 2 WPC -5 26661 15 3 14849 3 WPC -6 23023 1 1 8159 1 WPC -7 5218 1 2493 1 TOTAL 113120 54 7 58050 7 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130gd001.dgn RELATIVE BORDER SCALE 01 2 3 IS IN INCHES i i i I Distj COUNTY I ROUTE ITOTAL PROJECT- NO. SHEET 08 S/Bnd 15 9.82/1 1 .94 51 31 0 �v 6/20/12 /Vow^-�' REGISTERED CIVIL ENGINEER DATE pVOV Ess tpNq ' ems° p P ARA s F JUNE 22, 2012 z 51422 m PLANS APPROVAL DATE . 0" Exp. E/3O/12 THE STATE OF CALIFORNIA OR ITS OFFICERS .4 4 CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CALIVo�N COPIE5 OF T11I5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 TEMPORARY WATER POLLUTION CONTROL QUANTITIES SCALE: NTS W P C Q -1 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 USERNAME=>AECOM DGN FILE => R:\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 FOR COMPLETE RIGHT OF WAY AND ACCURATE Dist COUNTY I ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS ACCESS DATA, SEE RIGHT OF WAY RECORD LEGEND 08 SBd 15 9.82/11.94 52 310 MAPS AT DISTRICT OFFICE. V v '7 O V `7 7 7 EROSION CONTROL (TYPE 1) DRY SEED & /y eizoilz REGISTERED CIVIL ENGINEER DATE eOpARAS 4� 00�'7 BONDED FIBER MATRIX (BFM) P�p EROSION CONTROL (TYPE 2) DRY SEED & JUNE 22, 2012 z . 51422 PLANS APPROVAL DATE 651422 .4 Exp. 12 0" m Q ROLLED EROSION CONTROL PRODUCT (RECP) THE STATE OF C4Z 1FORWA OR ITS OFFICERS OR acENTS SHALL NOTeE RESPONSIe1E FOR 1p CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC f OF `P A ROCK BLANKET COPIE5 OF T11I5 PLAN SHEET. CAL,&" AECOM CITYOF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 r m o w �w in > w > cr w I 1/ 4 -Il � N ��I 17 \ T Q cLLI l o ' a\ I � a II � / �,� � � l �-- ao i J m - - _ ROUTE 15" 545+6O DUNC-AN�CANYON �Rd R/ 7777 EC 34515 EC - - - S�E-D) 34515 SOFT EC FM) -�- - " o¢mw mo Beg EROSION CONTROL _SOFT _RY_ _D2- aw 0 + — -- -- / 15 — T — — — — - — — —ACPH o Ld - - - — — — — — — ASPH — — — — — - — — — — - - - w Z N o w _ W — — — �, _ — s 7 % 8 i 9 550 _ \ -� - - -_ ROUTE15= - - -- - _ 1 / 2 / 3- - - 4 - 555 - - 7 8 - 9 560 - - - - - _ - - - - - \- - - - - - - - - - - - \ Ll x w 'c - - — — — — — — - - - - - - - - - - - — — — — ASPH — — — — — _ — \. —\ — — — — — — — — - J J Z 4sp H — — — — — — — — —\ — — — — —. \c \,\— ------ �- - a ao aaa oo oo aaa °o°o°o os . aa 4Qoaa- °° R /W o' N L ` J OUTE 15" 549+31.00 / EROSION CONTROL EC (TYPE 1) -- SOFT EC (DRY SEED) z g 1 I fff _ I 29007 SOFT EC (BFM) ,r" W Cr O_ D Q Z of O L.� J U EROSION CONTROL PLAN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY SCALE: 1"=50' E C - 1 USERNAME=>AECOM DGN FILE => R:\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. r i✓ i s + r-, � EC (TYPE 1)- � � _ _ x R/ Spy 29589 SOFT EC (DRY SE 29589 SOFT EC (BFM) z aaa a s a a a s a a as °° o° ° o a o ° ° o ° ° ° ° ° ° o _a o a° ° °° ° ° o cr- -� = ' ° o o° a °o°° °°°a° c°° °° • z w a ad o v o EC (TYPE 1) J N _ _ _ 56 - - - — 6653 SOFT EC (DRY SEED) _ U x o �' - 562 563 5Cz4 % c'''c _ _ 235-SQYD ROCK BLANKET 6653 SOFT EC (BFM) Ld_ �, - - - - - - _ - ? - _ - - - - - SEE SHT EC -6 FOR DETA L - LOL SB ENTRANC RAMP - w oc J - - - - R. LINE Lu 3 ROUTE 1, o Lu uj Lu z0 j 2--�- 7 - - - 56 6 7 8 9 LLj w W wz- - - - - - -� - ac L-/) -L-- I= _ - - - _ - _ _ _ _ - _ _ _ - LOL NB EXIT RAMP_ - 210 SOYD ROCK BLANKS - z R 2 -11 NE - - - - - EC (TYPE 1 ) �" SEE SHT EC -6 FOR DETA 955 — -- ---- -- — -- 58 ° 6955 SOFT' EC (BFM) o 5 9 D ° °° °° °°°° ° ° ° ° °Ln a a a o °° ° °° ao ° 5 1 5 ° ° °° a a° o a° ° o o° a� 0 X ° 5 7 a•' Q S 74 w v cr (TYPE 1) - _ NLu 25880 SOFT EC (DRY SEED) 1 - � EC (TYPE 2) i T o 25880 SOFT EC (BFM) / - - w \ 33052 SOF EC (CRY SEE') D z _ w /W 33052 SOFT ECP (BLANKET)- ,TYPEC - -i u) :70 W I 1 I lO III � I L 1 I Q o0 o o li a a X J Q U p � Lu EROSION CONTROL PLAN wo G THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY SCALE 1"=50 E C - 2 Qo �o USERNAME=>AECOM RELATIVE BORDER SCALE 0 1 23 -77 BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ge002.DGN IS IN INCHES I I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 S/B,d 15 9.82/11.94 53 310 a-� 6/20/12 ,l/, ROFEssro 1'/vNq REGISTERED CIVIL ENGINEER DATE e PARA SCyi Fc o�Po JUNE 22, 2012 " No. 51422 0 PLANS APPROVAL DATE Exp. 6/30/12 THE STATE OF CALIFORNIA OR /TS OFFICERS {� CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT ,P qrf THE ACCURACY OR COMPLETENESS OF ELECTRONIC pF COPJES OF 7111S PLAN SHEET. cpL AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 r i✓ i s + r-, � EC (TYPE 1)- � � _ _ x R/ Spy 29589 SOFT EC (DRY SE 29589 SOFT EC (BFM) z aaa a s a a a s a a as °° o° ° o a o ° ° o ° ° ° ° ° ° o _a o a° ° °° ° ° o cr- -� = ' ° o o° a °o°° °°°a° c°° °° • z w a ad o v o EC (TYPE 1) J N _ _ _ 56 - - - — 6653 SOFT EC (DRY SEED) _ U x o �' - 562 563 5Cz4 % c'''c _ _ 235-SQYD ROCK BLANKET 6653 SOFT EC (BFM) Ld_ �, - - - - - - _ - ? - _ - - - - - SEE SHT EC -6 FOR DETA L - LOL SB ENTRANC RAMP - w oc J - - - - R. LINE Lu 3 ROUTE 1, o Lu uj Lu z0 j 2--�- 7 - - - 56 6 7 8 9 LLj w W wz- - - - - - -� - ac L-/) -L-- I= _ - - - _ - _ _ _ _ - _ _ _ - LOL NB EXIT RAMP_ - 210 SOYD ROCK BLANKS - z R 2 -11 NE - - - - - EC (TYPE 1 ) �" SEE SHT EC -6 FOR DETA 955 — -- ---- -- — -- 58 ° 6955 SOFT' EC (BFM) o 5 9 D ° °° °° °°°° ° ° ° ° °Ln a a a o °° ° °° ao ° 5 1 5 ° ° °° a a° o a° ° o o° a� 0 X ° 5 7 a•' Q S 74 w v cr (TYPE 1) - _ NLu 25880 SOFT EC (DRY SEED) 1 - � EC (TYPE 2) i T o 25880 SOFT EC (BFM) / - - w \ 33052 SOF EC (CRY SEE') D z _ w /W 33052 SOFT ECP (BLANKET)- ,TYPEC - -i u) :70 W I 1 I lO III � I L 1 I Q o0 o o li a a X J Q U p � Lu EROSION CONTROL PLAN wo G THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY SCALE 1"=50 E C - 2 Qo �o USERNAME=>AECOM RELATIVE BORDER SCALE 0 1 23 -77 BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ge002.DGN IS IN INCHES I I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCFSS BATA_ ',FF RIGHT OF WAY RFCORn MAF x Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SBd 15 9.82/11.94 54 310 BORDER LAST REVISED 7/2/2010 USERNAME =>LAN Engineering DGN FILE => R:AFONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ge003.DGN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I UNIT 2232 Q ROF ES SIONq\ % AAR4S,- yi, r � � io. 51422 o A Exp 6/30/14 CIVIL ONTANA 2A AVENUE A 92335 TYPE C AN SCALE: 1''=50' EC -3 PROJECT NUMBER & PHASE 0800000237 z 0 1 X o cr d Lo - — N U7 r- _ Z Q ul = � ~ W N Z i W _ W � W � 2 Q N W w z W o W J t/1 2 � ® F - Q Q Z cr O _ L� J x CD L� O w N 0 BORDER LAST REVISED 7/2/2010 USERNAME =>LAN Engineering DGN FILE => R:AFONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ge003.DGN THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I UNIT 2232 Q ROF ES SIONq\ % AAR4S,- yi, r � � io. 51422 o A Exp 6/30/14 CIVIL ONTANA 2A AVENUE A 92335 TYPE C AN SCALE: 1''=50' EC -3 PROJECT NUMBER & PHASE 0800000237 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. ^� 1 THE STATE OF CALIFORNIA OR /TS OFFICERS s CIVIL / OR AGENTS SHALL NOT BE RESPONSIBLE FOR >qT THE ACCURACY OR COMPLETENESS OF ELECTRONIC F pP tiP COPIES OF THIS PLAN SHEET, of CnF IF Q�x�� EC (TYPE 1) AECOM CITY OF FONTANA (6� 2039 SOFT EC_DRY SEED) — 999 TOWN AND COUNTRY 8353 SIERRA AVENUE 2039 SOFT EC BF ) - ORANGE, CA 92868 FONTANA, CA 92335 O 6 - 891 SOFT SLO E PAVING (ROCK BLANKET) Y SEE BR Df -TAILS ROUTE T5 - - --- ° - - - - 575 9 58 1 2 4 585 6 7 �6 /, - - 3681 SOFT SLOPE PAVING (ROCK BLANKET) SEE BRIDGE PLANS FOR DETAILS EC (TYPE 1 )� o x - - - - - - 180481 SOFT EC (DRY SEED) 1629 SOFT SLOPE PAVING \ k - �180481 SOFT EC _(BFM) � SEOECBRBD BLANKET) )NS-FOR-DETATCS �� 6 C Ln �. �` 27870 SOFT ECE(DRYYSEED) S s - --- - - 2\7870 SOFT EC (BFM) ZfV� , r --- - cy w , i C (TYPE 1)aa `ny " z ° °° °a a 1 326 7 SOFT C (DRY SEED) a a°°a ° ° ` °a °a°a°a°a°a°a°a°a° °°° a Lu a a s a a a°a a°aaaaaaa°a a° a° Lu N °°aa q°aa °— 13267 F T EC (BFM) °pa aaa w m oa° ° o 0000004°°aaa q os°°aaaaaaaaa v a a aaaa aaa° aaaaaaaa �o w� aLiz N .�a°s a�,aaa aaaa°° ° ° °°a a aaaaaa°aaasaa°a °a°aaaa°a°aaa° °®°aaa°°aaa°°aaaaa°aaa°aa°aaaaaaaoaaaaaaaa °a°�aa a°aa°a°a°a°aa°aaaaaa°aaa°a a°aaa as 6� �O °aaaa O= o aaaaaaaaaaaaaaaaaaa aa aao aoaaa° aaaaaa °aa° a °a°4aaaaa°°a aaa °oaa°a oa°aaa a aa aas�s 6� F- aaaaaaaaa as as a as O as �a aaaaa aaaaaaa aaa °p aaaa Q as aaaaa aa°a°a°a°a°a°a°a°�i°aaaa a a a a a a a a a s x / aaaaaaaa aaaaaaaa as 0 1 a aaaa °aaa°aaaoaa a°a°aaa°aaa°aaa°aa a s°a°aaaa a s � aaaaa°aaa°aaa°°° aaaa°a°aaaaaa°a° o o°aaaa-aaaaa °aaa°aaaaa aaa � ° o > -\ aaa °aaaaaaa as aaa aaaa aaaoaa aaa aaa ° as as°a°a°a°aa�"aa aaaoaa aaaaa° aaaa °aa as aaa v, W a aaa aaaa oo aaa ,r„�� °aaaaaaa°aha°a°a°a°a°a aaaa°aa °aaaa°aaa° 5 \� nir�� Q \ a a a a a a a a a a a a a a°aav°a°a°a°a°a aaa°a°a°a a s o W a s°a a as°aaa°aaa°a°aaa°ddaa°a°a°a aaaoaa -- = E C ; (TYPE 1) — \ � 9 z2 86 S O F T E C (D Y SEED) NO aaa°aaa°aaa°aaa°aaa a s aaaaa°aaa ° 0 286 SOFT C (BFM) W zEC (TYPE 2) 7981 SQFTRI�C (DRY SEED), 7981 SOFT RECP (BLANKET) -TYPE C- A '' a a a a °a z 25465 SOF ( E(TYPE l) T EC CDR SEED) � ��\� � `X 25465 SOFT j$FM) 3 EC (TYPE 1 R/W 14186 SOFT EC (DRY SEED) 14186 SOFT EC (BFM) _ �� a � I � o EC (TYPE 2) 2987 SOFT EC (DRY SEED) 2987 S FT RECP (BLANKET) -TYPE C a - w H. O I w v_ i i O O V EROSION CONTROL PLAN w - 0 �o SCALE: 1"=50' - �n kill THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY E C 4 N o BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM RELATIVE BORDER SCALE 0 2 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE _> R.\FONT0801 1-15 DUnCeI n PS&E\Plans\DGN\80H130ge004.DGN IS IN INCHES I i I i I i POST MILES SHEET TOTAL Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS 08 SSB, d 15 9.82/1 1 .94 55 310 //� 0 6/20/12 N es REGISTERED CIVIL ENGINEER DATE QRO c ?sioNa Qom° QAR4S JUNE 22, 2012 PLANS APPROVAL DATE a NO' o A Exp 6/30/12 ^� 1 THE STATE OF CALIFORNIA OR /TS OFFICERS s CIVIL / OR AGENTS SHALL NOT BE RESPONSIBLE FOR >qT THE ACCURACY OR COMPLETENESS OF ELECTRONIC F pP tiP COPIES OF THIS PLAN SHEET, of CnF IF Q�x�� EC (TYPE 1) AECOM CITY OF FONTANA (6� 2039 SOFT EC_DRY SEED) — 999 TOWN AND COUNTRY 8353 SIERRA AVENUE 2039 SOFT EC BF ) - ORANGE, CA 92868 FONTANA, CA 92335 O 6 - 891 SOFT SLO E PAVING (ROCK BLANKET) Y SEE BR Df -TAILS ROUTE T5 - - --- ° - - - - 575 9 58 1 2 4 585 6 7 �6 /, - - 3681 SOFT SLOPE PAVING (ROCK BLANKET) SEE BRIDGE PLANS FOR DETAILS EC (TYPE 1 )� o x - - - - - - 180481 SOFT EC (DRY SEED) 1629 SOFT SLOPE PAVING \ k - �180481 SOFT EC _(BFM) � SEOECBRBD BLANKET) )NS-FOR-DETATCS �� 6 C Ln �. �` 27870 SOFT ECE(DRYYSEED) S s - --- - - 2\7870 SOFT EC (BFM) ZfV� , r --- - cy w , i C (TYPE 1)aa `ny " z ° °° °a a 1 326 7 SOFT C (DRY SEED) a a°°a ° ° ` °a °a°a°a°a°a°a°a°a° °°° a Lu a a s a a a°a a°aaaaaaa°a a° a° Lu N °°aa q°aa °— 13267 F T EC (BFM) °pa aaa w m oa° ° o 0000004°°aaa q os°°aaaaaaaaa v a a aaaa aaa° aaaaaaaa �o w� aLiz N .�a°s a�,aaa aaaa°° ° ° °°a a aaaaaa°aaasaa°a °a°aaaa°a°aaa° °®°aaa°°aaa°°aaaaa°aaa°aa°aaaaaaaoaaaaaaaa °a°�aa a°aa°a°a°a°aa°aaaaaa°aaa°a a°aaa as 6� �O °aaaa O= o aaaaaaaaaaaaaaaaaaa aa aao aoaaa° aaaaaa °aa° a °a°4aaaaa°°a aaa °oaa°a oa°aaa a aa aas�s 6� F- aaaaaaaaa as as a as O as �a aaaaa aaaaaaa aaa °p aaaa Q as aaaaa aa°a°a°a°a°a°a°a°�i°aaaa a a a a a a a a a s x / aaaaaaaa aaaaaaaa as 0 1 a aaaa °aaa°aaaoaa a°a°aaa°aaa°aaa°aa a s°a°aaaa a s � aaaaa°aaa°aaa°°° aaaa°a°aaaaaa°a° o o°aaaa-aaaaa °aaa°aaaaa aaa � ° o > -\ aaa °aaaaaaa as aaa aaaa aaaoaa aaa aaa ° as as°a°a°a°aa�"aa aaaoaa aaaaa° aaaa °aa as aaa v, W a aaa aaaa oo aaa ,r„�� °aaaaaaa°aha°a°a°a°a°a aaaa°aa °aaaa°aaa° 5 \� nir�� Q \ a a a a a a a a a a a a a a°aav°a°a°a°a°a aaa°a°a°a a s o W a s°a a as°aaa°aaa°a°aaa°ddaa°a°a°a aaaoaa -- = E C ; (TYPE 1) — \ � 9 z2 86 S O F T E C (D Y SEED) NO aaa°aaa°aaa°aaa°aaa a s aaaaa°aaa ° 0 286 SOFT C (BFM) W zEC (TYPE 2) 7981 SQFTRI�C (DRY SEED), 7981 SOFT RECP (BLANKET) -TYPE C- A '' a a a a °a z 25465 SOF ( E(TYPE l) T EC CDR SEED) � ��\� � `X 25465 SOFT j$FM) 3 EC (TYPE 1 R/W 14186 SOFT EC (DRY SEED) 14186 SOFT EC (BFM) _ �� a � I � o EC (TYPE 2) 2987 SOFT EC (DRY SEED) 2987 S FT RECP (BLANKET) -TYPE C a - w H. O I w v_ i i O O V EROSION CONTROL PLAN w - 0 �o SCALE: 1"=50' - �n kill THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY E C 4 N o BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM RELATIVE BORDER SCALE 0 2 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE _> R.\FONT0801 1-15 DUnCeI n PS&E\Plans\DGN\80H130ge004.DGN IS IN INCHES I i I i I i Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEET FOR COMPLETE RIGHT OF WAY AND ACCURATE 08 SBd 15 9.82/11.94 56 310 ACCESS DATA, SEE RIGHT OF WAY RECORD _ MAPS AT DISTRICT OFFICE. \ \ -___ '/ \� ACCESS ROAD4Y OTHERS SEE - �� ,�- \_ �- c N �� aizoilz CITY OF FO TANA INT RIM _�'_ REGISTERED CIVIL ENGINEER DATE oeR�FEssr°N4 vvv /L LE CRE K NORTH Rd PROJECTOPARAS�� F� JUNE 22, 2012 " z 51422 m o A �\ \ _ PLANS APPROVAL DATE " No. 6/30/12 V A THE STATE OF CALIFORNIA OR ITS OFFICERS R Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL \ \ / THE ACCURACY OR COMPLETENESS OF ELECTRONIC q: OF\ COPIES OF THIS PLAN SHEEL CA IF \ EC (TYPE 1AECOM CITY OF FONTANA) / \ o \\ 58328 SOFT EC (DRY SEED) ; x \ \X/ 58328 SOFT EC (BFM)999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 �FONTANA, CA 92335 i —EC (TYPE 1) % ! v v 12627 SOFT EC (DRY SEED) 12627 SOFT EC (BFM) EC (T 1P E 2) 3290 SQFT EC (DRY SEED) vA - 3290 SOFT RECP (BLANKET)- YPE C Q a°a \ �� EC (TYPE 1 ) ° \ \ 20632 SOFT EC (DRY SEED) 20632 SOFT EC (BFM) 4- - — °°°° R /W-- ° LYTLE CREEK _ K R d _ - _ - - - ---- ° a a - - - - - wz w °- V, w A x oLn , W EC (TYPE 2) J I-_ -� - 10752 SOFT EC (DRY SEED) - - - - - - - - - - - - - - w a 10752 SOFT RECP (BLANKET) -TYPE C_ - - - - - - -2 SQYD ROCK -BLANKET - o W - - - - - - - - - - - - - E SNT EC -6 F-0R-0ET L ? W T Ln w C'j Lu - - ROUTE 15 Li Lu 9 590 1 2 3 4 595 6 7/ 8 9 o L" w - - w N z - - - - 235 SQYD ROCK BLANKE-T - - - 77 - - ' SEE SHT EC -6 FOR DETAIL-- zo - - - - -\ - - Et STYPE 1) - - - ------ - r 8 92��f1F T E C (DRY�1 [i� - - - - - - - - — a 8922 SOFT EC °(B F°ruf) _ ° a ° a°°a°a °°°° �a o 95 596 x Ln < a ° a°a° a °a°°a °aaa° a°a °a° ° , 9 ° 93 59 P _ L NE a° EC (TYPE ) - Z ° o°° °o°o ° ° ° °°o °°° 142° °° SOFT DRY SEED) °°a°°° a°a° �°°a °°°°° °° °°° j 1 4 2 SOF T E (BFM) ) o0 2 °,7 ,q°°a°° �a°°°a°° °a°a °°°°a °°° \� / E C (TYPE 1 ) °°°°°a°a°°°a°a IV, °°°°°° aQ°Qa N N °°b° °°a 9 SOFT EC (DR SEED) ° ° °°°°° ° R /W / 9 SOFT EC •.(BFM) 'Co EC (TYPE 1) o°aaa°, EC (TYPE 1) a z 0 x J a U 0 w. a USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ge005.DGN 5 05 SOFT EC (DRY SEED) " 31655 SOFT EC (DRY SED) 505 SOFT EC BFM)' 31655 SOFT EC (BFM) EC (TYPE 2) w w 25289 SOFT EC (DRY SEED) ' \ 25289 SOFT RECP (BLANKET)- TY E,�C \ r` � l O EROSION CONTROL PLAN z 00 wo SCALE: 1"=50'? THIS THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY EC -5 eo �o RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000237 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. �/2" MAXIMUM SEPARATION BETWEEN EXPOSED ROCK SURFACES AFTER MORTAR IS APPLIED ROCK(PLACE FLAT SIDE UP) MAXIMUM SEPARATION BETWEEN THE TOP OF ADJECENT ROCK SURFACES MAXIMUM BETWEEN > w THE TOP OF ROCK SURFACE AND THE ° TOP OF MORTAR UNLESS OTHERWISE w SHOWN > w 1"X6" WOOD HEADER WITH 0 1 1 /5" X�/4" X 12" METAL STAKE ANCHORS AT L •, 10' ON CENTER TYPICAL o a TOP OF FINISHED GRADE °°° OR SURFACE 1" 4" CONCRETE BASE 3" MINIMUM BELOW PERSPECTIVE 00 BOTTOM OF ROCK SECTION EROSION CONTROL BLANKET EC' ' (TY E T� IN TRAPAZOIDAL DITCH OR SWALE STAPLE R/W 724 FT EC (DRY SEED) ROCK BLANKET 724 OFT EC (BFM) (GORE AREA) EC TYPE 2) WATER POLLUTION 593 SOFT EC (DRY SEED) OFT RECP (B ANKET) TYPE C l` / O N T R® L D E T A ILS Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEET 08 SSB,//�d 15 9.82/1 1 .94 57 310 N 0 v 6/20/12 REGISTERED CIVIL ENGINEER DATE p�oeO?ARQSNa�F JUNE 22, 2012 No. 51422 o A PLANS APPROVAL DATE 711E 57A7E OF CALIFORNIA OR 175 oFF1cERs a Ex o 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC a� OF CAL IVa�'�p COPIES OF 71'115 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 �FONTANA, CA 92335 ,EY TRENCH SEE DETAIL C) BLANKET FABRIC 4CTSTEEL STAPLE it v~ = o_ �r -16 GUAGE STEEL WIRE -TAIL (TYP 4TYP) PLAN DET _- --_ _ 593EC(TYPE i) IL A L�_�� V A� STAPLE APATTERN 8961 S -OFT EC (DRY SEED \ �� (�I�'��_� ®I�TI;O BLANKET) �z w 0_61 - �._ - _. _, ��-� � - - BLANKET _ _ � I C � L 896i SOFT EC (BFM)- --_, NO SCALE FABRIC COVERED FLOW Uo -- R/W - (- - -LYT EDGE _ —�— E CREEK- Ind � — - x - - �,-- _ OVERLAPPINGIT n / - _ - ---- - - EDGE STEEL STAPL/ �e - v W o a Qa a�qa©goaq �� + r a ILL W - 600 _ - - LOL SB EXT RIAMP - -- - - (TYP) C'3 Ln Z - - - R-4"LINE - - - - "R UTE 15" 602+90.00 _ - - - _ _ - - s �- _ _ - -� W —� --� EN R-O�U-�_CNTROL - - - _\ _ �c - - - - \ - NOTE w aLn 1. FOR CLARITY, PERSPECTIVE VIEW DOES NOT Lu - - - Ui ROUTE 15 ---� SHOW ALL STAPLES. w 2 / 3 4 605_ -� -- --= - - - 6 w 7 s PERSPECTIVE ui Ln Ll TLbL NB ENTRANCE RAMP _ _ - -_ 9 Z 610 - - �1'R-Y LINE - - - \ - - - - - "ROUTE 15" 606+35.00 - DETAIL B � J - x- - - r END EROSION CONTROL - - _ LONGITUDINAL BLANKET JOINT a � _ o p - --- - I CI_ a - z a oa - BLANKET FABRIC BACKFILL AND TAMP BLANKET FABRIC BACKFILL AND TAMP ~ STEEL STAPLE STEEL STAPLE 0 z �t FLOW w a \ \ EC (TYPE 1) N TRENCH TRENCH N T a \ SEC (TYPE "1) � 66 SOFT EC (DRY SOFT EC (PSFM)EED) i° LL, 929 SOF EC (DRY SEED) EC (TYPE 1) ` R/W N o 929 SQ EC (BFM) 14605 SOFT EC (DRY SEED) 6"� 6" o EC (TYPE 2) 14605 SOFT EC (BFM) I~� a = 16136 SOFT C (DRY SEED) �� n 16136 SOFT ECP (BLANKET)- TYPE C �I \I SECTION SECTION 00 DETAIL D DETAIL C ww J x � TRANSVERSE BLANKET JOINT KEY TRENCH o EROSION CONTROL PLAN wo L SCALE: 1"=50' THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY EC -6 No BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM RELATIVE BORDER SCALE 0 1 2 3 —777 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE _> R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H13Oge006.dgn IS IN INCHES TRANSVERSE BLANKET " f JOINT (SEE DETAIL D) BLANKET FABRIC LONGITUDINAL BLANKET -1" MINIMUM 11/2" MAXIMUM JOINT (SEE DETAIL B) DEPTH- DRY APPLIED MORTAR STAPLE PATTERN / TOP OF ROCK SURFACE AND (SEE DETAIL A) e e / pal CONCRETE SET FLUSH KEY TRENCH ADJACENT TO TOP OF PAVEMENT, (SEE DETAIL C) CURB OR DIKE TOP OF EXISTING PAVEMENT, CURB OR DIKE i DEPTH OF EXCAVATION 15" 4"' v�ti CONCRETE BASE 3" MINIMUM BELOW PERSPECTIVE 00 BOTTOM OF ROCK SECTION EROSION CONTROL BLANKET EC' ' (TY E T� IN TRAPAZOIDAL DITCH OR SWALE STAPLE R/W 724 FT EC (DRY SEED) ROCK BLANKET 724 OFT EC (BFM) (GORE AREA) EC TYPE 2) WATER POLLUTION 593 SOFT EC (DRY SEED) OFT RECP (B ANKET) TYPE C l` / O N T R® L D E T A ILS Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEET 08 SSB,//�d 15 9.82/1 1 .94 57 310 N 0 v 6/20/12 REGISTERED CIVIL ENGINEER DATE p�oeO?ARQSNa�F JUNE 22, 2012 No. 51422 o A PLANS APPROVAL DATE 711E 57A7E OF CALIFORNIA OR 175 oFF1cERs a Ex o 6/30/12 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC a� OF CAL IVa�'�p COPIES OF 71'115 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 �FONTANA, CA 92335 ,EY TRENCH SEE DETAIL C) BLANKET FABRIC 4CTSTEEL STAPLE it v~ = o_ �r -16 GUAGE STEEL WIRE -TAIL (TYP 4TYP) PLAN DET _- --_ _ 593EC(TYPE i) IL A L�_�� V A� STAPLE APATTERN 8961 S -OFT EC (DRY SEED \ �� (�I�'��_� ®I�TI;O BLANKET) �z w 0_61 - �._ - _. _, ��-� � - - BLANKET _ _ � I C � L 896i SOFT EC (BFM)- --_, NO SCALE FABRIC COVERED FLOW Uo -- R/W - (- - -LYT EDGE _ —�— E CREEK- Ind � — - x - - �,-- _ OVERLAPPINGIT n / - _ - ---- - - EDGE STEEL STAPL/ �e - v W o a Qa a�qa©goaq �� + r a ILL W - 600 _ - - LOL SB EXT RIAMP - -- - - (TYP) C'3 Ln Z - - - R-4"LINE - - - - "R UTE 15" 602+90.00 _ - - - _ _ - - s �- _ _ - -� W —� --� EN R-O�U-�_CNTROL - - - _\ _ �c - - - - \ - NOTE w aLn 1. FOR CLARITY, PERSPECTIVE VIEW DOES NOT Lu - - - Ui ROUTE 15 ---� SHOW ALL STAPLES. w 2 / 3 4 605_ -� -- --= - - - 6 w 7 s PERSPECTIVE ui Ln Ll TLbL NB ENTRANCE RAMP _ _ - -_ 9 Z 610 - - �1'R-Y LINE - - - \ - - - - - "ROUTE 15" 606+35.00 - DETAIL B � J - x- - - r END EROSION CONTROL - - _ LONGITUDINAL BLANKET JOINT a � _ o p - --- - I CI_ a - z a oa - BLANKET FABRIC BACKFILL AND TAMP BLANKET FABRIC BACKFILL AND TAMP ~ STEEL STAPLE STEEL STAPLE 0 z �t FLOW w a \ \ EC (TYPE 1) N TRENCH TRENCH N T a \ SEC (TYPE "1) � 66 SOFT EC (DRY SOFT EC (PSFM)EED) i° LL, 929 SOF EC (DRY SEED) EC (TYPE 1) ` R/W N o 929 SQ EC (BFM) 14605 SOFT EC (DRY SEED) 6"� 6" o EC (TYPE 2) 14605 SOFT EC (BFM) I~� a = 16136 SOFT C (DRY SEED) �� n 16136 SOFT ECP (BLANKET)- TYPE C �I \I SECTION SECTION 00 DETAIL D DETAIL C ww J x � TRANSVERSE BLANKET JOINT KEY TRENCH o EROSION CONTROL PLAN wo L SCALE: 1"=50' THIS PLAN ACCURATE FOR EROSION CONTROL WORK ONLY EC -6 No BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM RELATIVE BORDER SCALE 0 1 2 3 —777 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE _> R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H13Oge006.dgn IS IN INCHES FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. x BORDER LAST REVISED 7/2/2010 SHEET z 0 EC (TYPE 2) DRYSEED EC (TYPE 1) ER FIBBONDEDTRIX (BFM) EC (TYPE 2) ROLLED EROSION ROCK BLANKET CONTROL PRODUCT (RECP) TYPE C SLOPE PAVING (ROCK BLANKET) DATE pVOV Ess tpNq ems° p P ARA s ' F SOFT xofa of SOFT SOYD SOFT EC -1 63522 . 0" 63522 THE STATE OF CALIFORNIA OR ITS OFFICERS O EC -2 69077 33052 Q- 33052 445 ORANGE, CA 92868 EC -3 V) 39455 318048 39455 z a EC -4 263594 10968 263594 10968 6201 EC -5 137620 68949 137620 68949 445 CD EC -6 25225 22067 0 22067 SUBTOTAL 877086 174491 z TOTAL 1051577 877086 w 9990 t— a O_ W D Q Z Of O J x Q U O BORDER LAST REVISED 7/2/2010 SHEET EC (TYPE 1) DRYSEED EC (TYPE 2) DRYSEED EC (TYPE 1) ER FIBBONDEDTRIX (BFM) EC (TYPE 2) ROLLED EROSION ROCK BLANKET CONTROL PRODUCT (RECP) TYPE C SLOPE PAVING (ROCK BLANKET) DATE pVOV Ess tpNq ems° p P ARA s ' F SOFT SOFT SOFT SOFT SOYD SOFT EC -1 63522 . 0" 63522 THE STATE OF CALIFORNIA OR ITS OFFICERS .4 4 CIVIL EC -2 69077 33052 69077 33052 445 ORANGE, CA 92868 EC -3 318048 39455 318048 39455 3789 EC -4 263594 10968 263594 10968 6201 EC -5 137620 68949 137620 68949 445 EC -6 25225 22067 25225 22067 SUBTOTAL 877086 174491 TOTAL 1051577 877086 174491 890 9990 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130gg001.dgn RELATIVE BORDER SCALE 01 2 3 IS IN INCHES i i i I Distj COUNTY I ROUTE ITOTAL PROJECT- NO. SHEET 08 S/Bnd 15 9.82/1 1 .94 58 31 0 �v 6/20/12 /Vow^-�' REGISTERED CIVIL ENGINEER DATE pVOV Ess tpNq ems° p P ARA s ' F JUNE 22, 2012 z 51422 m PLANS APPROVAL DATE . 0" Exp. 6/3O/12 THE STATE OF CALIFORNIA OR ITS OFFICERS .4 4 CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CALIVo�N COPIE5 OF T11I5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 EROSION CONTROL QUANTITIES SCALE: NTS E C Q -1 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 FOR COMPLETE RIGHT OF WAY AND ACCURATE Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 15 9.82/11.94 59 310 ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 6/20/12 QROF ESSION REGISTERED IVIL ENGINEER DATE o 4� �4 GREGORY W. HEFTER z JUNE 22, 2012 I N°. 46655 PLANS APPROVAL DATE E.c 06/30/13 A THE STATE OF CAC lFORNIA OR /TS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL THE ACCURACYOR COMPLETENESS OF ELECTRONIC a` pF CAL lFO��,P COPIES OF THIS PLAN SHEET. }m AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 > m o w w v� > w � > w w / LL � J, r , s z `/ I I � � � � 76, � b' 6' 6 T 9 l` 1 -� C 6 J \ CD o-- 1 � — J a fr_ C3 Iz— DUN N CANYON Rd — \ T aw o T - aw w x ------ -------- \ -F---------\ - -__ - — -- -- f---------- ------- ------ }6� _ —=� ---- --- '---------L------ 1645 7sri50— 1 .... —--------F ---� -E— r�---------F -- — -Q. 166 rot —.. — — _ .— —_ .— — —_ _ _ / -Z —^ o -F O 1.0 Ln O > > v> W 3D 15 — — — H —ASPI+ — — — c>l o w cli z o w W W Z W _-,-., - - _ - - - - - - - 7 A -8 9 / 550 1 �__ -- - -- - -- -- - 2 - 3 - - - - - - - - - -�- -3967.8.96. qq°q - - - - - -- --7 �� - - - - - - - - - - - 7"E 8/ 9 560 - - - �w w Lu � ow win z - _ ASFH z 1 — - - -- - SQ- /66 I R /WLn i �-- d a <Z) - t T, - R/W REEK , - w a Q Z w 0 J U CONTOUR GRADING w. N THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY SCALE: 1"=50' G USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 9 -I `ro -- iLn rn w Ld �o -- -- --- o U=i _ - - - —___ _ - _ 916.2 � _ � � 07,,.E sV) w Z iui n aw x - - - - 9 -f- J �o o — — - ----- _ - 11R-1" LINE / o -56� 563 y 564 56 — — — — — — eo- a — — -0V — 62 `I Z/— _-_ROUTE 15 065.80" N44047'37"E — - y J ~Ln -- -- __ - — - - —= - Lu Li 2 v=i 1 2 3 6 7 j 8 9 570 1 2 3 4 w - / W D N -I _ _ _ - - - - - - - - \ c1 - - - - - - - - - - - - - - - - - - cc "R-2" LIN 0 F- - - -' - - - - - - — — — — — — — — — — — — — — — e 7 - — — — 5 8 9 o - Z1660 ' 768S 9 5 0 o N49 39 4 E - — s 57 n d - J :\_ _ _ i / o R/W ;h, �.� \ Y w w - � � zw Z CSE _ - V) I cl i o \ g w rn i l I a r I i n n Q � � w W Z p p O a a J F W x U CONTOUR GRADING wo o N THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY SCALE: 1"=50' G-2 eo o BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM R:\FO RELATIVE BORDER SCALE 0 2 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE _> R.\FONT0801 1-15 DURCOn PS&E\Plans\DGN\80H130haI 002.dgn IS IN INCHES I i I i I i Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SBd 15 9.82/11.94 60 310 ' 6/20/12 ROFEss" REGISTERED IVIL ENGINEER DATE oe Nq �4 GREGORY W. HEFTER z JUNE 22, 2012 w No. 46655 PLANS APPROVAL DATE A Exp 06/30/13 }m THE STATE OF CAC lFORNIA OR /TS OFFICERS CIVIL OR AGENTS SHALL NOT 5E RESRONSJBLE FOR sT a` THE ACCURACY OR COMPLETENESS OF ELECTRONIC pF IV COPIES OF 71'115 PLAN SHEET. AL AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 9 -I `ro -- iLn rn w Ld �o -- -- --- o U=i _ - - - —___ _ - _ 916.2 � _ � � 07,,.E sV) w Z iui n aw x - - - - 9 -f- J �o o — — - ----- _ - 11R-1" LINE / o -56� 563 y 564 56 — — — — — — eo- a — — -0V — 62 `I Z/— _-_ROUTE 15 065.80" N44047'37"E — - y J ~Ln -- -- __ - — - - —= - Lu Li 2 v=i 1 2 3 6 7 j 8 9 570 1 2 3 4 w - / W D N -I _ _ _ - - - - - - - - \ c1 - - - - - - - - - - - - - - - - - - cc "R-2" LIN 0 F- - - -' - - - - - - — — — — — — — — — — — — — — — e 7 - — — — 5 8 9 o - Z1660 ' 768S 9 5 0 o N49 39 4 E - — s 57 n d - J :\_ _ _ i / o R/W ;h, �.� \ Y w w - � � zw Z CSE _ - V) I cl i o \ g w rn i l I a r I i n n Q � � w W Z p p O a a J F W x U CONTOUR GRADING wo o N THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY SCALE: 1"=50' G-2 eo o BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM R:\FO RELATIVE BORDER SCALE 0 2 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE _> R.\FONT0801 1-15 DURCOn PS&E\Plans\DGN\80H130haI 002.dgn IS IN INCHES I i I i I i x x x x W W W Z N J U a z _ O — L� v c> BORDER LAST REVISED 7/2/2010 USERNAME=>$USEH DGN FILE => $REQUEST --- — �l - �— BY OTHERS SEE C[TY OF FONTANA INTERIM — - LYTLE CREEK Rd — _- R /W 1AGL- J THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY RELATIVE BORDER SCALE 0 1 2 UNIT 2232 IS IN INCHES Dist COUNTY ROUTE TOTAL PROJECT No.' SHEET 08 SBd 15 9.82/11.94 61 310 I6/20/12 QROFEss�oN REGISTERED IVIL ENGINEER DATE 41 a GREGORY Fi W. HEFTER z JUNE 22, 2012 46655 PLANS APPROVAL DATE No. 046655 3 A Exp. THE STA TE OF CALIFORNIA OR ITS OFFICERS G CIVIL OR AGENTS sHAtt NOT BE RESPo stetE FDR sr P THF 4CCURACY OR COMPLETENESS OF EL-'CTRONlC 4�F Ov CaL LFo�� COPIES OF THIS PLAN SHE-' T. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 CONTOUR GRADING SCALE: 1"=50' G-3 PROJECT NUMBER & PHASE 0800000237 x x x FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. W Lu N W _Z J I U a � O L.� � J Q U 0 W N BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130h(1004.dgn THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I i i i I UNIT 2232 ist COUNTY ROUTE TOTAL PROJECT NO. SHEET 08 SBd 15 9.82/11.94 62 310 6/20/12 Q�oFESS 10N REGISTERED IVIL ENGINEER DATE o aL GREGORY i W. HEFTER z JUNE 22, 2012 " Na 46655 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR LTS OFFICERS Exp 06/30/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrE OF CAL IFD�N COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 �FONTANA, CA 92335 R/W 6 vvv 6'�v b \ CONTOUR GRADING SCALE: 1"=50' G-4 PROJECT NUMBER & PHASE 0800000237 x x x FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCFSS DATA_ ',FF RIGHT nF WAY RFCnRn MAF ist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 63 310 Q Z Q U L` 0 �® BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ha005.dgn THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY RELATIVE BORDER SCALE 0 i 2 3 IS IN INCHES I UNIT 2232 W Z � J � lfl W W W � x � N O Of LLt Lu w In z J 2 U H- a W SCALE: 1"=50' G-5 PROJECT NUMBER & PHASE 0800000237 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ha006.dgn THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I ist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 64 310 6/20/12 ROF Ess �a REGISTERED IVIL ENGINEER DATE oe Nq �4 GREGORY W. HEFTER z JUNE 22, 2012 w No. 46655 PLANS APPROVAL DATE A � E.c 06/30/13 �m THE STATE OF CALIFORNIA OR 775 OFFICERS OR AGENTS SHALL NOT 5E RE5PONS7BLE FORsT CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC a` pF CAL IFa��,P COPIES OF 71'115 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 �FONTANA, CA 92335 CONTOUR GRADING SCALE: 1"=50' G-6 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 ~ x Q x of H- of O ~ a a z Q � C C 0 z d LLjizn Q Z O x U 0 BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ha006.dgn THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I ist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 64 310 6/20/12 ROF Ess �a REGISTERED IVIL ENGINEER DATE oe Nq �4 GREGORY W. HEFTER z JUNE 22, 2012 w No. 46655 PLANS APPROVAL DATE A � E.c 06/30/13 �m THE STATE OF CALIFORNIA OR 775 OFFICERS OR AGENTS SHALL NOT 5E RE5PONS7BLE FORsT CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC a` pF CAL IFa��,P COPIES OF 71'115 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 �FONTANA, CA 92335 CONTOUR GRADING SCALE: 1"=50' G-6 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 20' WIDTH 12' MAINTENANCE ROAD 4:1 OR FLATTER OG --- ---- 2/-- 0 F� qr rFR Bot OF S MAINTENANCE ROAD o > N NO SCALE > w w � o' Q x w _ o 08 15 S//Bnnd CURVE DATA POINT NO R (FT) A T (FT) L (FT) 1O 35.00' 108044'19" 48.83' 66.42' O2 20.00' 116006'44" 32.08' 40.53' O3 15.00' 135005'05" 36.29' 35.37' O4 25.00' 86039'52" 23.59' 37.81' O5 10.00' 57053'38" 5.53' 10.10' © 25.00' 27033'23" 6.13' 12.02' O 25.00' 36019'32" 8.20' 15.85' ® 20.00' 37024'33" 6.77' 13.06' O9 20.00' 90042'12" 20.25' 31.66' 10 150.00' 26°50'48" 35.80' 70.28' ACCESS RAMP 6 - U2 U J V l W 2 \ �\ _ _ _ - _ - F vo U 9 x o + O w2 6 8 w vii Lu l ' �1� 5 7 ' a �� = 5 0 12 14 7 P/ o Lu z DETENTION \ z W wBASIN 15 J 18 -D L 17 g z � o _ 1 10 9 w 80 Z x 0 8 o Q- \ Vi a � CD �, R/W�� Z w ( LOL NB EXIT RAMP o "R-2" LINE a I Of Of J o N TE SEE DRAINAGE PLANS FOR DET ILS. w a USERNAME => Al BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ha007.dgn 4 % � 54 RELATIVE BORDER SCALE IS IN INCHES 08 15 S//Bnnd 9.82/1 1 .94 65 310 POINT INFORMATION o d POINT ALIGNMENT R ems° p P ARAB F STATION OFFSET ELEVATION DESCRIPTION 1❑ "R-2" LINE 577+98,35 182.78' Lt 1725.00' BCR, RAMP ❑2 "R-2" LINE 578+43.05 158.01' Lt 1724.71' ECR, RAMP ❑3 "R-2" LINE 578+69.70 18.00' Lt 1725.00' MAINTENANCE ROAD �4 "R-2" LINE 578+81.92 18.00' Lt 1725.00' MAINTENANCE ROAD ❑5 "R-2" LINE 578+56.83 149.79' Lt 1724.14' BCR, RAMP © "R-2" LINE 578+81.76 172.82' Lt 1723.78' ECR, RAMP 0 "R-2" LINE 579+40.01 156.85' Lt 1720.44' Bot OF RAMP ® "R-2" LINE 579+43.18 168.42' Lt 1721.86' Bot OF RAMP ❑9 "R-2" LINE 578+60.04 191.21' Lt 1725.00' BCR, RAMP 10 "R-2" LINE 578+56.60 218.73' Lt 1727.00' ECR, RAMP 11 "R-2" LINE 579+14.13 152.50' Lt 1720.00' Bot OF BASIN 12 "R-2" LINE 579+27.05 157.71' Lt 1720.00' Bot OF BASIN 13 "R-2" LINE 579+31.14 172.61' Lt 1721.39' Bot OF BASIN Oq "R-2" LINE 580+01.52 179.35' Lt 1722.41' Bot OF BASIN 05 "R-2" LINE 581+70.07 201.83' Lt 1722.00' Bot OF BASIN 16 "R-2" LINE 581+91.45 90.54' Lt 1722.00' Bot OF BASIN "R-2" LINE 581+29,01 78.11' Lt 1721.00' Bot OF BASIN 1g "R-2" LINE 580+67.20 61.70' Lt 1721.00' Bot OF BASIN RELATIVE BORDER SCALE IS IN INCHES Di.tj COUNTY ROUTE TOTAL PROJECT NO. SHEET 08 15 S//Bnnd 9.82/1 1 .94 65 310 0 6/20/12 o d DATE eFOFE tpNq � R ems° p P ARAB F d D v Q 51422 m a . 0" I THE STATE OF CALIFORNIA OR ITS OFFICERS {c CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FORsr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CAL IFo�N COPLE5 OF T11,'5 PLAN SHEET. AECOM v 999 TOWN AND COUNTRY353 7PONTANA, SIERRA AVENUE ORANGE, CA 92868 CA 92335 o � o v 9 v I ° I 0 o v v o v p Di.tj COUNTY ROUTE TOTAL PROJECT NO. SHEET 08 15 S//Bnnd 9.82/1 1 .94 65 310 II// �v 6/20/12 /Vo�l^�-�' REGISTERED CIVIL ENGINEER DATE eFOFE tpNq � R ems° p P ARAB F JUNE 22, 2012z 51422 m PLANS APPROVAL DATE . 0" E/3O/12 Exp.6/30/1 THE STATE OF CALIFORNIA OR ITS OFFICERS {c CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FORsr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CAL IFo�N COPLE5 OF T11,'5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY353 7PONTANA, SIERRA AVENUE ORANGE, CA 92868 CA 92335 15'& VARIABLE WIDTH 12' ACCESS ROAD 3" HMA ON -4 AB 9° I Mok 2"x6" REDWOOD HEADER SECTION B -B I PLAN m 3" HMA ON 4" AB 6" Conc SLAB 5' 1 0' 1n a #4 @ 12" BOTH WAYS SECTION A -A DETENTION BASIN ACCESS RAMP NO SCALE 3 UNIT 2232 C p o� 0 a a BASIN GRADING o CONTOUR GRADING -? w O . SCALE., 1'=50' G'7 o O PROJECT NUMBER & PHASE 0800000237 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 NOTES Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 1. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, LEGEND: ABBREVIATIONS= 08 SBd 15 9.82/11.94 66 310 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. 2. ALL TIES ARE TO THE LONGITUDINAL CENTER OF GRATE AT THE FLOW LINE, EXCEPT FOR INLETS WITHIN DIRT AREA WHERE THE TIES ARE TO O FLOW DIRECTION (PIP) PROTECT IN PLACE (R) TO BE RELOCATED BY OTHERS DRAINAGE SYSTEM No. 6/20/12 °FESS, REGISTERED CIVIL ENGINEER DATE eR °N a `F (A) Abn IN PLACE per° pPARAs �d� THE CENTER OF THE INLET STRUCTURES. N o 3. EXISTING DRAINAGE LOCATIONS ARE APPROXIMATE ONLY. VERIFY LOCATION © DRAINAGE UNIT No. SGD Std GUTTER DEPRESSION JUNE 22, 2012 No, 51422 o A AND ELEVATION BEFORE MODIFYING EXISTING DRAINAGE FACILITIES. GB GRADE BREAK PLANS APPROVAL DATE 6/30/12 Exp. ® 4. FOR INLETS ADJACENT TO DIKES, CURBS, AND WALLS, TOP OF GRATE Exist DRAINAGE INLET w/ WITH THE 5T TE of ca«F0,?W,,4 OR rrs oEFTCERs p } CFOR s, CIVIL oaacEvTssv,4« NOT BERESPONsrBE ' ELEVATIONS ARE AT THE LONGITUDINAL CENTER OF GRATE AT THE FLOW O Exist MANHOLE TE ACCURACY OR CO3YFZETENEss OFELECZRON/C OF CALIF°alp COPIES of Tf1/s PLAN SREET. LINE. ALL OTHER TOP OF GRATE ELEVATIONS ARE TO CENTER OF GRATE. Det 11 DRAINAGE DETAIL No. 11 5. CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. PROPOSED DRAINAGE AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE m U 6. EXISTING DRAINAGE FACILITIES THAT WILL REMAIN IN PLACE AND/OR ADJOIN ORANGE, CA 92868 FONTANA, CA 92335 o u� NEW DRAINAGE FACILITIES SHALL BE INSPECTED, CLEANED AND REPAIRED o IF NECESSARY. 'w7. o THE, TERMINI OF ALTERNATIVE/PLASTIC PIPES SHALL BE PROTECTEDFROM_ DA�MAGE tIBOTH UR NG. STORAGE ON-SITE AND ONCE�IN\TA\. / v I _) \ s '© L--g--��-� i 611 O ZD \ f z I � '�� - � �� 9 0 Ld �. ' . = - s_ s9s -- ---'--- s—� gs��-\'-�?.a-s - - { - - -9;5 _ EL-"4 D P� CAN CANYON Rdx ist SWALE (PIP)- - - - --- - ori oQ\ f \ fO =_ — - - — W— ---_— – -- _ -.— —\�\ f .. .� \_"f _— U Q L'. tiN tip. a e s _ �.—..� ----------------- _ / - = -- - ---- - - -_ - -- - -- - - _ CSP — —.—--_--.—.—---— _ —.._ __ .— _ _ - — — - - - - ,s �V� REMOVE V �� b / /- AS/ r/ LO p LO o c Abn 24" Culv - - Bbfl$HERS BY OTHERS A-1 -/ % r Conc Chnl,'- - - - - - - - - - - / y f REMOVE PART OF Exist 3' x 6' + - - - - - - _ _ _ - - 7 - r - /,/ �� Conc HW C - - - - -WIDE r. BOX C U Ev�I P-) z cli W - - - - r/r J -i W REMOVE TRAPEZOIDALr Conc Chnl- Q r j ROUTE 15 j ,n z W C) _ T 2 3 4 555 6 7-- GB Lu Ili vl z 0 3'X6` -RCB I- �r a, w zAbn Lur TYPE B WW k zN J- 8" CSP - BY OTHERS - - - - - - - - - - Std PLAN D84, Det 11 - z ----------- - —_-- --- �- - - --- ---- -- --- ---- ----- - ---- Exist 2" WATER �(CCMWC) (R) Z 0 a Of R/W - - - - 0 / LnLn z R/W i <- � I -' Exist Conc DITCH (PIP) i w-� _ d Conc APRON, Det 4 a d W D JS E, Det 11 I 1 C GCP DI RECTANGULAR Conc Chnl, Det 1 m b 24" AP a TYPE B WW, Std PLAN D90 n O JS D, Det 10 o ,y J 48" RCP O OO® U DRAINAGE PLAN THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. SCALE: 1"=50" D-1 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x oa - w n' x O0 > w W Q LL o W 2 U W cc Q J z 0 x X QI 1 05 7' W Z � J I— Ln W W W 2 � V) D W 0 Wrr N= U F -- Q DiStl COUNTY I ROUTE TOTAL PROJECT NO. SHEET 67 310 pFESS 7pN A P ARAS Cy/ c s z 51422 o z J/30/12 u CIVIL P OF ALIF 4TANA AVENUE 92335 Z W_ J Q U 0 W J` N a BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ia002.DGN THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE 01 2 3 UNIT 2232 IS IN INCHES III II I 24'' AP DI w/ RIS RACK E, Det 14 APRON, 4 / O U7 /\-!-/ 10 11 12 DRAINAGE PLAN SCALE: 1"=50' D-2 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY ROUTE POST MILES SHEET TOTAL Exist 12" WATER NOTE: TOTAL PROJECT No. SHEET (WVWD) (PIP) LINE "H" LINE "E" 3 4 JS D, Det 10 13 3 _ - 2A" RCP 08 SBd 15 9.82/11.94 68 310 S SEE SHEET EE SHEET 1. SEE SHEET D-7 & D-8 FOR DRAINAGE SYSTEM No. 31 (LINE A ) \,DD --7- D-7 - V� C GT4 Dl 6/20/12 E \ � �� uPARq�o REGISTERED CIVIL ENGINEER DATE Voe Nq< 2 24" AP / BIO-SWAL , D , 9 _ @ eGCP DT-w/-D€-BR[S RACK CAGE, Det 14 i JUNE 22, 2012 z � _ — ��"`-' �� _ PLANS APPROVAL DATE No. 51422 p �Conc APRON, Det 4 �_ c -A 4� B 06/30/14 Ex . E x j�t� - o — _ G y rHE srArE of cA rFORNrA oR rrs oFFicERs J l \ OR AGENTS SHALL NOT BE RESPONSIBLE PoR CIV 1 L ZP 3" WATER \ BIO SWALE Det _ - _ THE ACCURACY OR COMPLETENESS OF EtEcraoNfc qre of oPa ( CCM C) - _ R A C IZ C - - _ — - -, _ , coP�Es OF rHrs PIAN sHEEr. cnuF (PP) _-_ - = -- - 3 , -_� 4 CI RSP — AECOM CITY OF FONTANA LINE "B \� _ _ — — — _ —__ 999 TOWN AND COUNTRY 8353 SIERRA AVENUE o SHEET _ �. -V - _AFE S- ORANGE, CA 92868 F6NTANA, CA 92335 m � SEE SHD-7 � , A � - � ; I_ CJ R� � Hl= K A 'w JS D, Det 1 0 4 2G _ �� \��C? TRUCTED 'Lj 24" RCP b A _ �G4 0 TH_ S_�- _ � _ oc r � 4 R wOf - --- a GD1 D1, Det 8 @c ` A-----_=:LYTLE CREEK_�_ b F- _ K Rd Exist FO (VERIZON) (R) _� Exist ,12" WATER (WVWD) (PIP) -/25 4 Exist FO (MCI�(R) b AFES INTER (CCMWC) (A) / �� C �p -__ ; TO BE CONSTRUCTED Exist 3' W 0 Ct 27 �� d G4 DI' s' - - BY OTHERS JS D Det 1 _ �9. 24" R P b \ri �- _ --- -_ --- s GD f DI De 8 CURVE DATA NO R 0 T L 0 2425.00' 12054'33" 274.35' 546.37' OP 2425.00' 6°24'49" 135.87' 271.45' O3 429.00' 7°25'51" 27.86' 55.64' O4 429.00' 74°20'52" 325.32' 556.68' O5 500.00' 8010'32" 35.73' 71.35' O6 22.50' 20000'00" 3.97' 7.85' O 22.50' 20000'00" 3.97' 7.85' _ z i J5 D De `t 10 4 } /Exist FO (VERIZON) (R) q -�� y EC �y om 24" RCP \V` �, (MC]) (R) �� —Exist ELEC (SCE) i(R) w m x -Exist 12'' WATER REMOVE �z GD1 D Det 8 \�A A �� A� (WVWD) (R) \ ��4 b CHECK DAM- vv END B10-SWALE 14 C 24 R P - X �o Vim_ X REMOVE HW J 2 - � POC 0 Abn 36' �\ �� _ - X82 x 81 .2' CMP I _ - - ` y �� 3 �_ Exist 12" WATER T %O \\ J BC / `/ _ (W (R) a- pC x �iREMOVE HW h V D) i H END �[0 w/ SGD SW E EC �\ \� 14 4 D[ < ILL� � � � � \ 14 e � 24 CP PLAN D78A �� - o = MOVE \ \R/W �� \ \\ \, \ I - 1,6 a JS D, Det 1 Q �> f . � \ �O CHECK DAM \ WOVE _ a pC B10-SWALE RSP W y Y 1 a GD1 D[, Det 8 4 C CHECK DAM ��cv C7 d W� x i 2��GP�D1 w/ h k 4 X V � ?<v z V b 24" RCP b x ® - �� Det 9 \ ` y C DE IS RACK CAGE, Det 14 RSP t o A H HW - i �� ` �, d one 1AP�bN, Det 4 Q Gtd-PL D89 �� 2 H A VERSIDE V e 810- WAL A ��" - x A - 9 z x - � B o Det -- 44 0 t ..R C X - J, . EC O ��_ (� �, a � 3 �12CP �' �- � , , , / 1 576+ 75 1� � ` HMA OVE'�tSIDE o DRAIN + y 21 D[ w/ scD q 30 a / u � L0 - - / 44.OD' Lt '�' R-1 �' 'I OL- 18, 'AP 574+915.06', � � �� Std PLAN 078A� � , LINE "AI" z y!� POC11 a - 24" RCP �J ® "y BC SEE SHEET S1 OLSt21 DI �w/ SGD& O D-7 & D-8 d PLAN U10A 4 �., \ i� EC LOL SB ENTRANCE RAMP �� \ 2 „ R/�� d �' b c4 D[ IN v 6 N wo -1 NTRAN �? -- - G2)DI [ f 14 BG 0'� o 573 SIµa w� _ _ � � � 18' AR a 9, EC �Conc APRON, Det 4 _ Y� T U o 6 : P Z a GD1 DI, DET - - - - - - - _ , G�P�hXa. o 0000 0000 12 h 24�� RCP- - - - - 00000000 aN - - Abn 8 CSP P`'� �`� 23 4 25 26 27 28 29 30 31 -� - - - - - - - - - - - - - B ROU T 1 BY OTHERS DRAINAGE PLAN v� THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. SCALE: 1"=50' D - 3 Joo USERNAME =>LAN Engineering RELATIVE BORDER SCALE © 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE => R�AFONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic003.DGN IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000237 C ROUTE 15 575 6 7- 8 9 580 1 2 /3 4 585 6 7 / C GCP DI \y DEBRIS RACK d Conc Apron, x Det 15 18 Abn 8" CSP BY OTHERS OGiL \ e e4 _ _ INLET Str I� Abn 24" CMP 24'AP / �,q � AV A IN 0' 4" WATER (PIP\� - - s Det 1 Exist b BY OTHERS o /g STEEL PLATE � '9 TYPE CL -6 v I v CHAIN LINK FENCE d�Diy --- Std PLAN RSP A85 - — - N w BIO-SWALE d z Det 9 1A 24" RCP Conc APRON -d "LINE A" 3 4 JS D, Det 10 s�� DRf 4 J \ Oo SEE SHEET b 24RCP ,4- D-7 & D-8 W, G2 DI f GCP DI GCP DI w/ DEBRIS w GtT 75 ' fy 31 C RACK CAGE, Det 14 om v 1 GB 24" RCP g 18 I 3', ', ' h 24" AP d Conc APRON, Det 4 <� m ww S 6 �� Conc APRON B10-SWALE, sw IIII DETENTION Det 4 e Det 9 N� a11 _j c OL -14 DI /0 o w �:. 2. \� 0� ;'vG �':•�J BASIN iGCP DI w/ SGD I 18A '� pMQ cj e 24" AP Std PLAN D78A lN� g S - 19 c7/ G T 3 DI Conc COLLAR 24" RCP k '� X 2 8�b 24" RCP," Cd24'eAP3 24" AP ems- OL -14 DI 4 A� A� , � Conc COLLAR w/ SGD J / b AFES Det 3� Std PLAN D78A Lu r. CHECKMOVEDAM C 1 /7 �� 17 @ RSP 24" AP C �\ 24" RCP j SAO o W �'�IT� AFES JS A, Det 5 h I BC 2 G4 DI z 24" AP y 1 \�" 80 RSP a 18A \ 24" RCP g / d 24" RCP {L G2 DI f 5� / C DCon etc3COLLAR a 0 REMOVE �% / I/ b 24" RCP CHECK DAM d NBj \ 22 a JS C,Det 7 o G2 DI GB 24" AP Q j$D 16" WATER(WVWD)(R) EC REMOVE �� S82 GD1 DI, Det 8 b Za p \� �� GRADE z 1 e TO DRAIN o CHECK DAM X 24'' AP O 3 583 S MHS DSHAFT END RECTANGULAR bb 1 REMOVE GB w/et 5 a CHECK DAM f 1 - Conc Chnl 24" AP CCBC R/W 0 24" RCP G1 DI d \ ABANDONED CHECK MDAM g 1 _ LYTLE CREEK Rd G4 DI b w JS D, Det 10 a2 EC GB REMOVE HW 0 36" RCP b REMOVE h 1 Abn 48" x 8 .6' CMP RECTANGULAR Conc Chnl ee CHECK DAM Conc COLLAR, Det 3 C ° Det 2 REMOVE HW k 36" RCP d o STRAIGHT HW e �� a Std PLAN D89 Q F X Q 1 1 A 3 17 18 i8A 18B a W < 1sc 18D 1s 21 DRAINAGE PLAN wo �o G THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. 22 2A 31 SCALE: 1"=50' D-4 Qo �o BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM 11 ISE BORDER SCALE ° z s UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE _> R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ia004.DGN s w INCHES I i I i I i I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS CURVE DATA NO. :::R= 0 T L 1O 950.00" 23008'10" 194.45" 383.61' OZ 944.00' 21°32'45" 179.62' 354.99' O3 349.00' 43044'5" 140.07' 266.40' O4 2000.00' 17027'38" 307.12' 609.49' C ROUTE 15 575 6 7- 8 9 580 1 2 /3 4 585 6 7 / C GCP DI \y DEBRIS RACK d Conc Apron, x Det 15 18 Abn 8" CSP BY OTHERS OGiL \ e e4 _ _ INLET Str I� Abn 24" CMP 24'AP / �,q � AV A IN 0' 4" WATER (PIP\� - - s Det 1 Exist b BY OTHERS o /g STEEL PLATE � '9 TYPE CL -6 v I v CHAIN LINK FENCE d�Diy --- Std PLAN RSP A85 - — - N w BIO-SWALE d z Det 9 1A 24" RCP Conc APRON -d "LINE A" 3 4 JS D, Det 10 s�� DRf 4 J \ Oo SEE SHEET b 24RCP ,4- D-7 & D-8 W, G2 DI f GCP DI GCP DI w/ DEBRIS w GtT 75 ' fy 31 C RACK CAGE, Det 14 om v 1 GB 24" RCP g 18 I 3', ', ' h 24" AP d Conc APRON, Det 4 <� m ww S 6 �� Conc APRON B10-SWALE, sw IIII DETENTION Det 4 e Det 9 N� a11 _j c OL -14 DI /0 o w �:. 2. \� 0� ;'vG �':•�J BASIN iGCP DI w/ SGD I 18A '� pMQ cj e 24" AP Std PLAN D78A lN� g S - 19 c7/ G T 3 DI Conc COLLAR 24" RCP k '� X 2 8�b 24" RCP," Cd24'eAP3 24" AP ems- OL -14 DI 4 A� A� , � Conc COLLAR w/ SGD J / b AFES Det 3� Std PLAN D78A Lu r. CHECKMOVEDAM C 1 /7 �� 17 @ RSP 24" AP C �\ 24" RCP j SAO o W �'�IT� AFES JS A, Det 5 h I BC 2 G4 DI z 24" AP y 1 \�" 80 RSP a 18A \ 24" RCP g / d 24" RCP {L G2 DI f 5� / C DCon etc3COLLAR a 0 REMOVE �% / I/ b 24" RCP CHECK DAM d NBj \ 22 a JS C,Det 7 o G2 DI GB 24" AP Q j$D 16" WATER(WVWD)(R) EC REMOVE �� S82 GD1 DI, Det 8 b Za p \� �� GRADE z 1 e TO DRAIN o CHECK DAM X 24'' AP O 3 583 S MHS DSHAFT END RECTANGULAR bb 1 REMOVE GB w/et 5 a CHECK DAM f 1 - Conc Chnl 24" AP CCBC R/W 0 24" RCP G1 DI d \ ABANDONED CHECK MDAM g 1 _ LYTLE CREEK Rd G4 DI b w JS D, Det 10 a2 EC GB REMOVE HW 0 36" RCP b REMOVE h 1 Abn 48" x 8 .6' CMP RECTANGULAR Conc Chnl ee CHECK DAM Conc COLLAR, Det 3 C ° Det 2 REMOVE HW k 36" RCP d o STRAIGHT HW e �� a Std PLAN D89 Q F X Q 1 1 A 3 17 18 i8A 18B a W < 1sc 18D 1s 21 DRAINAGE PLAN wo �o G THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. 22 2A 31 SCALE: 1"=50' D-4 Qo �o BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM 11 ISE BORDER SCALE ° z s UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE _> R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ia004.DGN s w INCHES I i I i I i I Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 08 SSBcl 15 9.82/1 1 .94 69 310 //� ka 0 v 6/20/12 R°Fessro LINE A" REGISTERED CIVIL ENGINEER DATE lN4< S1 SEE SHEET e PARQSCy F� D-7 & D-8 _N o z JUNE 22, 2012 " N. 51422 o A PLANS APPROVAL DATE 6/30/12 THE STATE OF CAL/FORNJA OR I75 OFF/CERSExp '} CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST P qrF THE ACCURACY OR COMPLETENESS OF ELECTRONIC OF COPIES (Sr TH/5 PLAN SHEET. cnLIF \ AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE "LINE A" 999 CA 92868 FONTANA, CA 92335 12'x10' RCB \ \ BY OTHERS \ \ 21 OJS D, Det 10 b 24" AP C ROUTE 15 575 6 7- 8 9 580 1 2 /3 4 585 6 7 / C GCP DI \y DEBRIS RACK d Conc Apron, x Det 15 18 Abn 8" CSP BY OTHERS OGiL \ e e4 _ _ INLET Str I� Abn 24" CMP 24'AP / �,q � AV A IN 0' 4" WATER (PIP\� - - s Det 1 Exist b BY OTHERS o /g STEEL PLATE � '9 TYPE CL -6 v I v CHAIN LINK FENCE d�Diy --- Std PLAN RSP A85 - — - N w BIO-SWALE d z Det 9 1A 24" RCP Conc APRON -d "LINE A" 3 4 JS D, Det 10 s�� DRf 4 J \ Oo SEE SHEET b 24RCP ,4- D-7 & D-8 W, G2 DI f GCP DI GCP DI w/ DEBRIS w GtT 75 ' fy 31 C RACK CAGE, Det 14 om v 1 GB 24" RCP g 18 I 3', ', ' h 24" AP d Conc APRON, Det 4 <� m ww S 6 �� Conc APRON B10-SWALE, sw IIII DETENTION Det 4 e Det 9 N� a11 _j c OL -14 DI /0 o w �:. 2. \� 0� ;'vG �':•�J BASIN iGCP DI w/ SGD I 18A '� pMQ cj e 24" AP Std PLAN D78A lN� g S - 19 c7/ G T 3 DI Conc COLLAR 24" RCP k '� X 2 8�b 24" RCP," Cd24'eAP3 24" AP ems- OL -14 DI 4 A� A� , � Conc COLLAR w/ SGD J / b AFES Det 3� Std PLAN D78A Lu r. CHECKMOVEDAM C 1 /7 �� 17 @ RSP 24" AP C �\ 24" RCP j SAO o W �'�IT� AFES JS A, Det 5 h I BC 2 G4 DI z 24" AP y 1 \�" 80 RSP a 18A \ 24" RCP g / d 24" RCP {L G2 DI f 5� / C DCon etc3COLLAR a 0 REMOVE �% / I/ b 24" RCP CHECK DAM d NBj \ 22 a JS C,Det 7 o G2 DI GB 24" AP Q j$D 16" WATER(WVWD)(R) EC REMOVE �� S82 GD1 DI, Det 8 b Za p \� �� GRADE z 1 e TO DRAIN o CHECK DAM X 24'' AP O 3 583 S MHS DSHAFT END RECTANGULAR bb 1 REMOVE GB w/et 5 a CHECK DAM f 1 - Conc Chnl 24" AP CCBC R/W 0 24" RCP G1 DI d \ ABANDONED CHECK MDAM g 1 _ LYTLE CREEK Rd G4 DI b w JS D, Det 10 a2 EC GB REMOVE HW 0 36" RCP b REMOVE h 1 Abn 48" x 8 .6' CMP RECTANGULAR Conc Chnl ee CHECK DAM Conc COLLAR, Det 3 C ° Det 2 REMOVE HW k 36" RCP d o STRAIGHT HW e �� a Std PLAN D89 Q F X Q 1 1 A 3 17 18 i8A 18B a W < 1sc 18D 1s 21 DRAINAGE PLAN wo �o G THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. 22 2A 31 SCALE: 1"=50' D-4 Qo �o BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM 11 ISE BORDER SCALE ° z s UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE _> R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ia004.DGN s w INCHES I i I i I i I x x O R N Lo ArPUCC DnAn QV nTurDc CCC Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 70 310 'taN 4 22 m — o A /12 c L lP IA JUE i5 O Q 0) Ln Ln BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE _> R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H1301a005.DGN THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE 0 2 3 UNIT 2232 IS IN INCHES I J 2 U r a V SCALE: 111=50' D - 5 PROJECT NUMBER & PHASE 0800000237 Q Z L.� x Q U Li O R N Lo ArPUCC DnAn QV nTurDc CCC Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 70 310 'taN 4 22 m — o A /12 c L lP IA JUE i5 O Q 0) Ln Ln BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE _> R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H1301a005.DGN THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE 0 2 3 UNIT 2232 IS IN INCHES I J 2 U r a V SCALE: 111=50' D - 5 PROJECT NUMBER & PHASE 0800000237 X X X X CURVE DATA NO R A T L 1O 3000.00' 8°33'14" 224.36' 447.88' 2O 2996.00' 4°30'21" 117.87' 235.62' CITY OF FONTANA INTERIM LYTLE CREEK NORTH Rd PROJECT 4 Ok REMOVE CHECK DAM I l , EC SEND B10-SWALE 4 ® BIO-SWALE, DET 9 JOIN Exist SWALE _ �— —v— e— T- - 2 � R/W � —CYTLE CREEK�Rd Exist SWALE (PIP) I— I — -----------\1 ------ --- _ o — — -- - - 0-1 1 760��LOL SB EXIT RAMP "R-4" LINEAbn 8' CSP BY OTHERS zELn E—Abn 24" CuIv BY OTHERS n24" CMP BY OTHERS I w ROUTE 1 5 wW I V) � 600 2 3 4 605 o Abn 8" CSP BY OTHERS Lu Ir Lu V) L' Abn 8" CSP BY OTHERS z = LOL NB ENTRANCE RAMP "R-3" LINE — — — — — —- -———————— -------- � a a COUNTY ROUTE TOTAL PROJECT z SHEET 08 SSBcl 15 9.82/1 1 .94 71 310 O 6/20/12 REGISTERED CIVIL ENGINEER DATE QROss roNa ?ARA ?A� z JUNE 22, 2012 JUNE � No. 51Q22 o Q A U THE STATE OF CALTFORNJA OR ITS OFF/CERSp '} CIVIL ON AGENTS SHALL NOT 5E RESPON5, FOR ST P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrF OF cnLIFo2'Nl COPIES (Sr TH/5 PLAN SHEET. AECOM CITY OF FONTANA 0 8353 SIERRA AVENUE �FCNI-ANA, R CA 92335 BORDER LAST REVISED 7/2/2010 EC \ — OB R /W OB \--43 e BIO-SW\ALE, Det 9 USERNAME=>AECOM DGN FILE _> R°\FONT08O1 1-15 Duncan PS&E\Plans\DGN\80H13O1aOO6.DGN 6 8 9 I Abn 8" CSP BY OTHERS I I Exist SWALE (PIP) END BIO-SWALE JOIN Exist SWALE 610 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE 0 i 2 3 UNIT 2232 IS IN INCHES Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SSBcl 15 9.82/1 1 .94 71 310 //� ka 0 v 6/20/12 REGISTERED CIVIL ENGINEER DATE QROss roNa ?ARA ?A� z JUNE 22, 2012 JUNE � No. 51Q22 o PLANS APPROVAL DATE A EXp 6/30/12 THE STATE OF CALTFORNJA OR ITS OFF/CERSp '} CIVIL ON AGENTS SHALL NOT 5E RESPON5, FOR ST P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrF OF cnLIFo2'Nl COPIES (Sr TH/5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FCNI-ANA, ORANGE, CA 92868 CA 92335 O O DRAINAGE PLAN SCALE: 1"=50' D-6 PROJECT NUMBER & PHASE 0800000237 CURVE DATA No R L T L O1 250.00' 28°54'22" 64.44' 126.13' O2 300.00' 22°09'35" 58.75' 116.03' Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEET 08 SBA 15 9 82/11 94 72 310 6/20 REGISTERED IVILENGINEER DATE /12oQROFEssroN4 / JUNE 22, 201 2 z 1422 PLANS APPROVAL DATE Na. 6530/14 THE STATE OF CALIFORNIA OR ITS OFFICERS �z - OR AGENTS SHALL NOT BE RESPONSIBLE FORTPE ACCURACY O COPlE501' THI5 PLAT. N SESS HEEOF ELECTRONIC 4rF of cA�]F�P�� _ AECOM CITY OF FONTANA o , 4—e one COLLAR, Det ' �,., } w oz 24' x 2.0' RCP 999 TOWN AND COUNTRY 8353 SIERRA AVENUE CD f4 6 b Lp Y j ORANGE, CA 92868 FONTANA, CA 92335 o - -REMOVE JS a (PI Q l > w x 24" RCP d- o w � I Q �� 'JS, Det 16 JOIN Exist x TYPE CL46 CHAI TENCE e Cone Chnl td PLAN RSP A85� K\��'�� X a� Trans Str, Det 19 d (WVWD) (R)41 xis+ FO.�C�) M�MOVCHAINoLINKChnIFENCE O t01 x SEE SHE A F. x0 0 D-3 - d, J' �� 5 O 3 SEE SHEET D-3 '� D- D-6 ti REMOVE HW & WW Cl 1$ p a O i iH RCB W x 1O ''/ I I Exist 14'W x 8'H RCB ' , / �/// ' �T �,�� 12 „1•y (P[P) �� i i�� j/ �� -�- StC1,� PLAN D80�J�cn� I�' w ADJUST MH O� i �� H SHAFT SAFETY 9 ' - O V'aL ,i _ �� EDGE', Det 23 I I 124" RCP�� A + x � a> om o l� -- MH, Det 22 31 -� < � > I — w m Conc COLLAR, Det 3 h Q �z BC _ o i ffMOVE PART OF RCB, Det 24 a 31f - _---------- i Det 2 - - Exist 8" SEWER .�°00'00"E 5 ----------------------------- --- ----- 6 — I X d w e_ --� �w -- �-- --- _- A N Rd D LIN Exist SE. R MH-__ COYOTE CANYON Rd % (PIP Ex - A YO E ui Lu �5 ��S D BC, LN -Ex i_st 1 4'W $'H RCS z li REta&E 24„ x 209.0 RCP o W_ - SHEEN p-3 z REMOVE MHQ� t e doh -e 1 2'W x 10'H RCB' .� � `� W REMOVE 24 x 24 ,0' RCP a - StdPLAN D80 h 31 + 2 SEEET 3 z _ �_?'W x 10'H RCB a i i � til i HAWKER -CR/ ORD H"� LINE �� A �� + 31 g Std PLAN D80 �O°�Exist FO (VERIZON) (R)CO �� I /� i� % Xp� g2 + \, Exist Det 21 4`; WATER (CCMN�G) (R) +/ /� f �� \xist 12'\WATER (WVWD) (PIP) 24" RCP T Exist 3" WATE,((CCMWC) (A). x �� " a �� i'\ ) �� E�i�" WATER (WVWD) (P P) � � � � -APF � � 56 ENTRANCE X ��O �� ) 26 SEE "A" 1+76.38 3.97' Rt C` Exist 3 WATER (CCMWC) (PIP o �� x �' SHEET D-3 D" 594+61.8-l-,-1-4.00' Lt i ��Q �� 24 RCP "18" � REMOVE- SEWE b1H � \ Conc COLLAR Det 3 i �P � � � d ' f MH, Det 22 JOIN Exist 24" RCP a i I z'w x 1 o'H e RGB �� Std PLAN D80 % i L�j z - \ R /W G h 1 n �, d WINDOW, EC, Det 17 ,. �I 12'W x 1 o'H RCB std PLAN D80 a' b RCB Trans Jct S+r, Det 24-i Exist 24 RC - a (PIP) per, 1 Exist 6" GAS SCG + Z (PIP) + -x�+ 0 a. x /�+ ®. U CD O uj THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY, USERNAME =>LAN Engineering RELATIVE BORDER SCALE © 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE => R�AFONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic007.DGN IS IN INCHES UNIT 2232 13 13 0 31 DRAINAGE PLAN w O SCALE: 1"=50' =50' D-7 To PROJECT NUMBER & PHASE 0800000237 x 5g6 5"5 5�2 � 12W h I EION R A B Q 08`OKS207 OT FRS EC / GB vn Std PLAN D80 I / 7S �6 "A" 11+50.00 2 2�,� BC jN �� N 0 BULKHEAD, Det 18 o E 'q„ , ;Q 0S6-( ° P "A" 16+42.14 09LINA _ "Rte 15" 585+57.07 9'F s �5 1 2'W x I TH RCB Jy2� 31 k Std PLAN D80 o ,1 -(c) z 0 L.� x J a U 0 6 BULKHEAD Det 18 P "A" 18+50.00 12'W x 1O'H RCB a Std PLAN D800 U2 1 SEE SHEET D-4 & D-5 12'W x 1O'H RCB 31 Std PLAN D80 �MH, Det 22 8 S 12'W x 1O'H RCB Std PLAN D80 GO 9 31 Bc- 20 N89°22'00"F /lbUNCAN CANYON Rd "D" LINE 8 610 i i i CURVE DATA No ACCESS ROAD BY OTHERS, SEE CITY OF FONTANA INTERIM A T LYTLE CREEK NORTH Rd PROJECT O3 250.00' 44°01'41" 101,08' 192.11' O4 300.00' 22°30'00" 59.67' 117.81' �gQ SB EXIT RAMP } m o SEE SHEET D-3 & D-5 \ 12'W x 1O'H RCB Std PLAN D80 31 r"^ MH, Det 22 M 4 12'W 10'H RCB x 5g6 5"5 5�2 � 12W h I EION R A B Q 08`OKS207 OT FRS EC / GB vn Std PLAN D80 I / 7S �6 "A" 11+50.00 2 2�,� BC jN �� N 0 BULKHEAD, Det 18 o E 'q„ , ;Q 0S6-( ° P "A" 16+42.14 09LINA _ "Rte 15" 585+57.07 9'F s �5 1 2'W x I TH RCB Jy2� 31 k Std PLAN D80 o ,1 -(c) z 0 L.� x J a U 0 6 BULKHEAD Det 18 P "A" 18+50.00 12'W x 1O'H RCB a Std PLAN D800 U2 1 SEE SHEET D-4 & D-5 12'W x 1O'H RCB 31 Std PLAN D80 �MH, Det 22 8 S 12'W x 1O'H RCB Std PLAN D80 GO 9 31 Bc- 20 N89°22'00"F /lbUNCAN CANYON Rd "D" LINE 8 610 i i i CURVE DATA No R A T L O3 250.00' 44°01'41" 101,08' 192.11' O4 300.00' 22°30'00" 59.67' 117.81' W H a USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R°\FON10801 1-15 Duncan PS&E\Plans\DGN\80H1301a008.DGN NB EXIT RAMP 2 I / R/W Dist COUNTY ROUTE TOTAL PROJECT No. SHEET / 08 SSBcl 15 9,82/11.94 73 310 6/20/72 REGISTERED CIVIL ENGINEER DATE QROFessroNa �PARAs�' z JUNE 22, 2012 " z51Q22 " m PLANS APPROVAL DATE ¢ NO' A THE 5747E OE CALIFORNIA OR t7s oEE10ERs a Exo 6/30/12 ON AGENTS SHALL NOT 5E RE -A-0 6LE FOR ST CIVIL P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrF pF cn�IFo2'Nl - COPIES OF THI5 PLAN SHEET. AECOM CITY OF FONTANA 999 TON AND ORANGEE, CA 92868NTRY SONIANA,CA 92335 h SEE SHEET D-4, D-5 & D-6 R/W SEE SHEET D-4 / FUTURE ' 1 2 "Wx 10"H_ BCB ---------------------- / -------------- ----------_-- --------- --5---------k4 - EC THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE 0 i 2 3 IS IN INCHES I UNIT 2232 �) BULKHEAD, Det 18 � 12'W x 10'H RCB -@ Std PLAN D80 VV MH SHAFT SAFETY LEDGE, Det 23 U)MH, Det 22 a N o — N .� �m NN cu •• �o 0� 00 0o a o a F W 31 a� 00 DRAINAGE PLAN wo SCALE: 1"=50' =50' D-8 0 PROJECT NUMBER & PHASE 0800000237 X N&'"� 6/20/12 RoFESS10 1760 REGISTERED CIVIL ENGINEER DATE ae�VARgS 4 1760 o z 41.58' Rt 581+94.13 JUNE 22, 2012 1750 PLANS APPROVAL DATE N°. 1718.96 GB, Inv 1727.50 = m THE STATE OF CAL/FORMA OR IT5 OFF/CERS 1740 - OR AGENTS SHALL NOT 5E RESPON5IBLE FOR sT '0Tf o > W 2 O%ES OFATHIS PLAN SIIEET.ESS w w w AECOM z ..... 999 TOWN AND COUNTRY353 7ONTAN4, SIERRA AVENUE J ORANGE, CA 92868 CA 92335 Q 1 730 = uw ------ = o + 56.00 Rt _'R-2" 573+98.:55 o am u w . L=167.2 ........ ............. .......................... ........ Inv 1698:99...... :....... .... ... .. .... EC, I .. ..Iriv =2.62/, Inv nv °712 41 -Inv X1714:03 �w 1720 X w Ln X X X 0 cc W H a IL z W 0 U z � W cc z � 0 .............. .... ..... .... .... 4T.48 Rt R-2 584+52.90 ..... .... ..... ............................................................................... .... .... ..... .... ......... ..... EC, Inv 1736.66 ---------------------------------------------------------------------------------------------------------------------------------- 45.46'Rt "R-2" 584+ GB, Inv 1738.21 RECTANGULAR Conc Chnl Det 2 L=815.3' JS A, Det 5 w/ MH SHAFT 56.00' Rt "R-2" 573+99.45 A=45.000, B=24", C=2.60', D1=24, D2=36" M=5.6', RIM 1708.1 83.94, "R-2" 586+34.40 ---- ------------------ End RECTANGULAR Conc Chnl Inv 1742.04 1 istl COUNTY I ROUTE TOTAL PROJECT No. SHEET 08 SBd /n 15 9.82/11.94 74 310 U2- JS A, Det 5 w/ MH SHAFT 41.41'Rt "R-2" 582+18.49 50.56' Rt 'R-2" 578+24.58 b BC Inv 1728.27 G1 DI GRATE TYPE 24-12 � 1740 A=51.400, B=24", C=2.40', D1 /D2=24" d 83.759 Rt "R-2" 578+68.16L` ww M=3.9', RIM 1720.5 H=5.2', TG 1721.00 zJ 19 C 43.31' Rt "R-2" 579+34.14JLl GB, Inv 1721.50 - =0 1 730 um �a G2 DI, GRATE TYPE 24-12 z L=260°1 �w 56.00' Rt "R-2' 577+80.00 5=2.31 H=8.7', TG 1718.9 - 1 720 24" AP y OG FG 18 d L=65.0 /J N&'"� 6/20/12 RoFESS10 Inv "R-2" REGISTERED CIVIL ENGINEER DATE ae�VARgS 4 1760 o z 41.58' Rt 581+94.13 JUNE 22, 2012 w 51422 0 PLANS APPROVAL DATE N°. 1718.96 GB, Inv 1727.50 Exa 6/30/12 56.009 Rt 570+75.24 H=8.2', TG 1699.5 __------ THE STATE OF CAL/FORMA OR IT5 OFF/CERS CIVIL - OR AGENTS SHALL NOT 5E RESPON5IBLE FOR sT '0Tf 1 750 OF ELECTRONIC of ORNP 24" AP Det 2 L=815.3' O%ES OFATHIS PLAN SIIEET.ESS CA�IF _-- AECOM ITY OF FONTANA ..... 999 TOWN AND COUNTRY353 7ONTAN4, SIERRA AVENUE 1740 ORANGE, CA 92868 CA 92335 JS A, Det 5 w/ MH SHAFT 41.41'Rt "R-2" 582+18.49 50.56' Rt 'R-2" 578+24.58 b BC Inv 1728.27 G1 DI GRATE TYPE 24-12 � 1740 A=51.400, B=24", C=2.40', D1 /D2=24" d 83.759 Rt "R-2" 578+68.16L` ww M=3.9', RIM 1720.5 H=5.2', TG 1721.00 zJ 19 C 43.31' Rt "R-2" 579+34.14JLl GB, Inv 1721.50 - =0 1 730 um �a G2 DI, GRATE TYPE 24-12 z L=260°1 �w 56.00' Rt "R-2' 577+80.00 5=2.31 H=8.7', TG 1718.9 - 1 720 24" AP y OG FG 18 d L=65.0 /J BORDER LAST REVISED 7/2/2010 PELAi1vE BOSCALE UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE _> R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ib001.DGN IS IN INCHES S I i I i I i I - Inv "R-2" _---- 41.58' Rt 581+94.13 G2 0DI GRATE TYPE 24-12 11 a "R-2" --------- 1718.96 GB, Inv 1727.50 56.009 Rt 570+75.24 H=8.2', TG 1699.5 __------ L=353.5 =2,89% Inv 1715.80 RECTANGULAR Conc Chnl - ' - - - - ' 7 g 4" WATER IN 10" CASING (CCMWC) 24" AP Det 2 L=815.3' .... _ _-- S 4 00 /, L _ . _ .: ..... z __- _ - TO BE ABANDONED Y 0 HERS B T In -: 2.. 578+28.0 50. 6 Rt R 4 - S _2,36%, L=321.8 56.00 Rt R 2 574+03 95 1 71 0:21 Inv 1714.23 ------ = o + 56.00 Rt _'R-2" 573+98.:55 BC, Inv _1699 99 56.00 Rt "R-2 577+80-00 _ 50.82 Rt" R-2" 578+22.77 u w . L=167.2 ........ ............. .......................... ........ Inv 1698:99...... :....... .... ... .. .... EC, I .. ..Iriv =2.62/, Inv nv °712 41 -Inv X1714:03 a co Inv L' 1691.28 1691.40 _:::._; ................::::......:::::.....................:..........:... ... .17.12... 6.,... .,.. . ....:::•.......... :.......... :................................. ............................. 24 AP _.. 36" AP - ..... .._ W ....:. _. .. S 4 0 9 3' 0l,..L 3 .... G2 DI, GRATE TYPE 24-12 .... :. t S=2.36%, L=321 .8 56.00' Rt "R-2" 569+05.06 U 36" AP- H=7.5', TG 1694.3 A, Det 5 .. ........ ................ .. - JS A, Det 5 w/ MH SHAFT . ......... w/S MH SHAFT r "Rte ... ..... -- 0 t 5 8+42 8b ... ..... _ �=54,00`. Rt "Rte 1 5' 560+65.37A--45.260,:..:: 154.00'Rt 15" 565+39.72 B=36 , C=6.00 , D1 =36, D2=42 ANGLE POI NR, Inv 1684.86 s f _ w w zJ A=45 b009 B=24"3 C=2.90', D1=42", D2=48 M=1.25" RIM 1682.40 ALN ...:::. M=4.4', RIM 1671.0 .... ... ..> S=3 - = TYPE B WW, Std PLAN 1790 fl "Rte - 42" AP JOIN Exist-- L=60'7e cpm �a 154.00' Rt 15' 558+47.59 2" WATER (CCMWC) q L=466.8' 36" CMP 5 - - - � w - TOP OF WALL 1664.92 TO BE RELOCATED BY OTHERS- p w ....... ....... RECTANGULAR Conc Chnl --- 5=3,20%, L=29 .... ... :. ...... Det 1 m 48' RCP O - -- S 1 00/, L=10.4' 1 A 4 FG - =304.8" L I 1 686 80 -- -- 5=2.52%, .... ......... ...... OG _ __--- 154.00' Rt "Rte 154.00' Rt .. S Inv .: "Rte .. ..... - 15' 565+37.77 15" 565+45.49 L=352 9 7 1686 0 - Inv = L 162.0 Inv 1675 02 Inv 1675.52 ' 1659:-55 2 5=1.00%, L=2 17.4' 5-3.20%, 154.00'R+ "Rte 15" 562+32.96 .... ....... .......... ................. ........ -154;T30".R.t.. G&, Inv -1+667:34:: Inv 154.00' Rt 1659.77 "Rte 15" 560+65.01 Rte 15' 560+70.96_ PROTECT IN PLACE ... ....... ....... ..... ......... 154.00 Rt Inv 1661.95 Inv 1662.45 24" WATER ;IN 48" CASING (WVWD) "Rte 15" 558+22.04 154.00' Rt 1664 5 O.. CASINO . Inv (1659.51) Rte 15 558 37.18. .. Inv 1659.66 JS E, DET 11 ;..:: S=1.00% :.. , L=15.1. .. _..-. RAINA E STEM No. ..... ...: D G SY _. DRAINAGE P�®FILA ....: ....:: .- - _ SCALE _ USERNAME ->AECOM 0 1 2 3 Vert 1"=10' DP -1 BORDER LAST REVISED 7/2/2010 PELAi1vE BOSCALE UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE _> R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ib001.DGN IS IN INCHES S I i I i I i I x x x x x COUNTY I ROUTE r 081 SBd 1 15 1 U2- DTAL PROJECT I No. ISHEET 9.82/11.94 1 75 1 310 Nef"� 6/20/12 ROFEss�o REGISTERED CIVIL ENGINEER DATE ae�pARgS ��, H O z JUNE 22, 2012 " N 51422 0 PLANS APPROVAL DATE Exp 6/30/12 THE STATE OF CALIFORNIA OR TTS OFFICERS OR AGENTS SHALL NOT BE RESPONS/BLE FOR s0 CIVIL /.1 X0%1,', [9i i'L�I33�7a r:\ 1:1 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 o BORDER LAST REVISED 7/2/2010 ��............................... ....................................;............................................; , ......................;......--------------------------- {G .. ...... . --------------------------------- 50.00' Rt "R-2" 574+03.95 OG ---- ........ BC,.Inv 1706.45 H _ — --' 5=4.Op� ..... ........ ....... ....... ........ ........ ....... ........ ........ ....... ..... 50.00' Rt "R-2" 578+07.75 1710 aLL b I -- - - -- ----- L_200,2' END BIO-SWALE = ( wL=g0.--- - - - --- 5-1 50% J S=2°50/ p .... .....: ................ ...... ................. .... E v 1718.00 -- .. ... ... -- C, In �4".WATER-IN.:10" ........ .. ..... ....... ..... ....... ..... ? � L=1'33.4'' :- - CASE (CCMWC) .......... __ _. _ ....... .......... _ TO BE RELOCATED BY OTHERS W � 1700 < mm .......:.. 50.00' Rt "R-2" 575+97..39. a C7 Li GB, Inv 1710.00 :ILI �w _ ....:.. __;- _ 50.00'Rt."R-2" GB, Inv 1708.00 575+13.17 __ .......... ........ ........... .......... ... .... _........... ........ ..... ..... ...... .... ..................... o > om_ ......: ....... ........ .. .... ....... ........ ......: 1690 S y 80 �� a a :: ....... ....:: v .......... w m .................:........ 50.00' R+ 'R:-2" 575-��74.35 :2w ....... ...... ....... �o Q W Jz W GB, Inv 1706.00 ..... ....... ...... ....... ....... ........ ........ ....... . ........ ........ ....... ....... ........ ........ ....... ........ ........ ....... ....... ........ ........ ....... ........ ........ ....... ..... _ w V) w d IO-SWALE, Det 9 1690 aw coov = ----- ................................................... . -L=1.70-7.3-' .........:..........: ............................................ ........... ...................... ........... ........... ........... :..........:.......................................... .................................................................... o BORDER LAST REVISED 7/2/2010 ....................................;............................................; , ......................;......--------------------------- cc --------------------------------- --------- V W H aLL :::. ....... ...... z Lu ....... .... .....: ................ ...... ................. .... ....... ..... .... ... .. .. ....... ...... ....... ..... ........ .. ..... ....... ..... ....... ..... W � ..........:...... :.:.. ::: ::::. ......... :.... ...... .::. ....: .......:.. w w a C7 : 618690.42 :ILI ANGLE POINT, Inv - �l 2 ---- �............... uco o ......: ......: ........ ....... ....... ...... ....... ......: ....... ........ .. .... ....... ........ ......: S y 80 �� a a :: ....... ....:: v :2w _ _ 1690 -- ----- Y_- ..•::.. ....... ....................... : -:G GP- DI, GRATE TYPE 36R: - - •......... G �.� : _ S _ - - w/ DEBRIS RACK CAGE -p t 14 b , � r"R-2" � - .. ... + 50.00' Rt "R 2" 571 12.65 z :1 47.00' Rt Rte 1 5" 560+72.37 - GB, Inv 1 696.00 a Y 1680 :H=4, 2', TG 1668.65 - - f -- ..... ...................... :. wmm - 8 G -SW L-EymDet 9 _t 4�4 4' - d_ LI 170`x.3 __... :- C Conc APRON; Det 4__-:-=2 54f - - 147.00' Rt 'Rte 15" 565+50.37 z 1670 - _ _- - - ::... _ :.......... ........ ..:: GB,. Inv, .0.0. ...... ........ ....... 54.00' Rt -''R=2" 567+83.95 .......... ..... ..... ...... w -GBI Inv 1-68=9.00 = r a ... : p PROTECT IN PLACE Inv 24 WATER 1N: 48' CASING (WVWD-)I 1660 1664.50 ....... ........ .:......... 2 4" AP ................................. ........ ....... ....... ........ ........ ..... ....... ....... ....... ....... ........ ....... ....... ...... 4 S=18.57%, L=2.8' := Elev R = -- z 1 650 1663.98 :::. r................. Ele v S......::..... ..... -. ....... ..... .... .. .... ..... ........ ....... ....... ........ .. ..... ..... ....... ........ ....... ....... .. ..... ...... ....... ..... = J. .. .- � •- _ 1663.44 DRAINAGE SYSTEM No :..... DRAINAGE PROFILE ....:.. .. ...... .... ........ ....... -- - --- SCALE Horiz 1"=50' Vert 1 "=10DP-2 USERNAME =>AECOM 0 1 2 3 RELATIVE DSCALE UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE _> R:\FONT0801 1-15 Duncan PS&E\Plans\DGN \80H130ib002.DGN isS INCHES NCHEs I i I i I i I x x x x x ...... .......................................... ... ........ ..... .... .... ........................................ ... ... .. ....... G C GCP DI, GRATE TYPE 36R O O117.76' Lt "Rte 15" 558+69.66 .............. _ _ _ _ _ _ JS D, Det 10 H=4.0', TG 1665.50 121 .19' Rt ' Rte 1 5'' 558+57.76 a 7{d�Conc APRON, Det 4 - ------ ---------- ----------- : ------------------------- ,---------- ---------- ----------- A=30.00", B=24", C=4.07' ........:.- 2 1660 o > Elev S Q 1650 Elev R :.......... 1661.28 0 COUNTY I ROUTE 081 SBd 1 15 1 U2 - OTAL PROJECT I No. ISHEET 9.82/11.94 1 76 1 310 Nev--o 6/20/12 ROFEss�o REGISTERED CIVIL ENGINEER DATE a POpARgsy` F N C, O z JUNE 22, 201fD N . 51422 o A PLANS APPROVAL DATE w Exp 6/30/12 THE STATE OF CAL /FORMA OR TTS OFF/CERS P OR AGENTS SHALL NOT BE RESPONS/BLE FOR sT CIVIL F.1 =101#1 Eli ilvmolm14ziP1lz" Inv 1660 COUNTRY = _ sPRA AVENUE ORANGE, CA 92868 ION i ANAs CA 9�x�3r, 1661.50 �24„ AP _.._.. _.._....._... _ .. _.._ _... _... _ .. _. _.._ _... _... _.._ _... .._.. _.._ S=3.24%, L=6.8' DRAINAGE SYSTEM No. 1650 BORDER LAST REVISED 7i2i2010 INCHES RELATIVE BSCALE UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE _> R:\FONT0801 1-15 Duncan PS&E\Plans\DGN \80H130ib003.DGN is IN NCHEs I i I i I i I STRAIGHT HW, U HMA OVERSIDE DRAIN Std PLAN D89 S 95.25 Lt 'R-1" 574+80.12 1720 x HMA OVERSIDE DRAIN "R- :--------------------------------=---------- -------------------------- -------------- 1 31.5 2 Lt 1 576+51 .7 2 ... ----------------------- --------------------- ------------------------------ 1 710 147.33' Lt "R-1" 577+82.49 m o FG OG - _ - - L=2fi1,6 End BIO-SWALE, 5 - EC U v In1714.00 W RSP .............:..........:...........:.......... .......... :.................................. ;.......... .......... ..... = 1700- --- - t RSP V BIO-SWALE, Det 9 .... __---- 7 W__--- 5=3°1 4%-546 101.19'. Lt "R -t" 574+62.44 1 690 J --- - - - - POC _=Inv 170=3.58 9 .:.......... .. ... ..... .:. �. W U.---- J m --- -.-- ---. __ :__ ---- ------ - ----- ----- .---- -- --- r 3fi"=RCP - - -- ------ - -- --- --- ------ - ---- ---- --- - - --- --- ------ ----- ------- --- -------. ----- ------ ------ ---- --- - -- -- ----- - --- --- -------- --- ------ ----- --- ----- ------ ----- --- --- - ---- --- -- -- ------ ---- ------. -----... H a LL 1680 w ..... ....: i Lu S 12 ...•........... C] Inv 1692.15 ..........:. .....::•.... C7 - - - - - - - - - - - - ................................... W:.:.......:: :: . . . .. : ::........ :: _ DIP.GRAT€ TYPE 24--1=2x. 2 . ........ .. .OD=f .. ... ....... ... ....... ..... 34:67-L_.,R-1' 5=69+19 99 -_. -_--:..._.._.........._.._.._..:.-_.._....-_. .. __ _. .. .....-. -_. -_.. ....... -_. 117.07 Lt Rte 15 560+82.80 '. _.. ... .......... ....-. -_.. ...-_. _ H 8 0;_fiG ... __.-- Bleu 1694._31 BC, Inv 1664.21 _ _ ...... .......... ....:............. REMOVE PART ................ OF ........ ....... ..:.... ....I.. .....:..........:.... � I.......... ........ 129.34 Lt Rte 15 561+10.82 L n Co c HW C :: -.... ......:. ... EC, Inv 1664.99 O. . G2 DI,,GRATE _TYPE 24-a2 - z� .. .,----- ...::.. 4 9 39 -Lt R--1- 564}28.10 F G p G _ -J LLJ 1690 - REMOVE V b - REMOVE PART OF e 2" WATER (CCMWC) ki 7 1 T I 9 E ev 1 1 680 0 - > ..... .•...... ...•..... Cone Chnl :..... ...•..........Ccine µW .:.......... ..... .... 0 RELOCATED BY OTHERS ::::::. ..... T BE - ........ .. - =o - - - a REMOVE TRAPEZOIDAL 4 :__-- : REMOVE 4RCB - PROTECT IN PLACE - - w Conc Chnl 24" CMLC WATER -- - - -- w 1 680 IN 48" CASING (WVWD) -- J. p' EC ....... .... .:... TYPE B .....: .. ...... ....... ... .... .... .... _ S=2.70%, _ .... L-- ..1686.32 WW :_ - BC 1670 .. :Std;=P:LAN:D8A - Det =1-145.1' = :.( ......... - : OG _ _-.� .. .. --, -- _- ..... _ --- _ --- - --- =2°56%, L 3 •_ 5 _.. ........ In 1686.42 2 Lt "R-1" 567+54,52......... i. :............ . _ • _ n5 3b- RCP BC, Inv 1681.89 - _- - _-------- I TOP OF 1 7 I� 48" CASING 1673 1 1660 - - - - --- ==---------- 108.33' Lt POC Elev 1666.50 Inv- 1673 92 .. ..... ..... ..... ... .. .. ..... ..... _.. - - - 113.13'Rt 'Rte 15" 560+74.38 Inv 1664°22 9 Cl Inv 1666..98 152.00' Rt -_- "Rte 15" 558+61°35 Inv 1664.08 :.. :. "Rte 15" 558+23.96 FL (1660.87) - n 36' RCP - 8 d Inv 1664.42 ... 1650 Inv (1659.55) Exist 3'x6' RCB ... ....- .. ...... .... C7 Inv. 16&1.15. (S=1.04%) -` 5=1.48%,_L=19°6" - - Ip Trans :Str B, Det 6 - 1�1 S 300/; L 43 RAi NAGE . DRAINAGE ®® OFi LE :-- 3'x6' RCB L=53.9' :::. 137.-.87' Rt Rte ==15 558+37.56: DRAINAGE SYSTEM-:�lo...2....... SCALE: Horiz I"=50'DP-3 ` USERNAME =>AECOM .. : - GB, Inv (1659.84) .: .. :.. - - O 1 2 -_ 3 �� Vert 1"=10' V h -3 1650 BORDER LAST REVISED 7i2i2010 INCHES RELATIVE BSCALE UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE _> R:\FONT0801 1-15 Duncan PS&E\Plans\DGN \80H130ib003.DGN is IN NCHEs I i I i I i I x x x x x - - - - - Distl COUNTY I ROUTE TOTAL PROJECT No. SHEETS ... :...... ....... ....... ........ ....... ..... .... ... ... ... ....... ....... ..... ... ... ... .... ....... _ 08 SBd 15 9.82/11.94 77 310 6/20/12 N .........:..........:..........:..........:..........:... .......:..........:... .......:... REGISTERED CIVIL ENGINEER DAT E QROFess�oNq e�° O P ARAS ` F ;. .......................................:.............................. ........ ..................... ........ ....... ....... ........ ........ .................. :. ;.. ........ ....... ....... ........ ........ ....... ....... , 1 N . JUN 51422 o m ; PLANS APPROVAL DATE 6/30/12 Exp ........... :.......... .................... ...................... :......... .......... _.......... ........ . . .................. ........ .. . .. ....... .. .. ....... ....... ....... �A THE STATE OF CAL/FORMA OR !TS OFF/CERS is OR 46ENT5 SHALL NOT BE RESPON5/5LE FOR sr CIVIL '0Tf : AVE ACCURACY OR COMPLETENESS OF ELECTRONIC of ------------------ ----------------------- ----------- -----------.----------.---------------------' -------------------------------------------------------'-- --------.-------------------- ----------------------------------------- ------------------------------ - COPIES OF THYS PLAN SHEET .CnL1FOR`'�P AECOM CITY OF FONTANA o m m m q m 999 TOWN AND COUNTRY 8353 SIERRA AVENUE r m----- wORANGE, ---------------------------------------------=-- .......... --..--..--;.--..--..--..--..--.;--..--..-- CA 92868 FONTANA, CA 92.335 o > 1820 Exist SWALE 1820 > w w a _.... .... .... ...... ............... ..... ..... ; _.._... PROTECT IN PLACE - _.._. _.._ _... _.._.. _.._ _... _.._.. _.._ o----- 1810 ----- -- -. 1810 _.:. ........; ..._ 129.45" Rt "Rte 15" 601+10.27 -- _.. v 1792.52 3�, =s=3`30 1800 1800 _ — — — 135.65' Rt "Rte 15" 606+32.35 -1�0�0=--.�- - END BIO SWALE 5-1.95% JOIN Exist SWALE 1 790w� — _..... _.. __.. .... Inv 1807.86 ._ __. : ._ ._ ___ : .___ 1790 — 133.38' Rt "Rte 15" 602+34.98: = o ------------- GB, Inv 1794.92 ------;----------s-------------------------------;---------- ------------------------ ------ ------------- ---------------------------------- 1780�m 1780 a_.......... _ _ _..... �w Lu ; : J z W y------•-----------• .................................... .. ........ ....... ....... ........ .. ... .. 12 .51 ' Rt : Rte 15' 600+83.1 5 ........ ....... ....... ........ ....... ....... ........ .......-----..-----------..... ....... ....... ........ ....... ....... ..-----. ........ ....... ..... .... .... ............. ......GB; .Inv..17.92- 00.... :................................. : w_ :----- BIO-SWALE.,. Det_9.............................................................. ....------- -.-------------- --- --------------------------------- ---- ----- -- - o > .--- L-1 832.3' = = -- -- - -- -- - -- - - H •.. . z oW ..... ..... .. ..... ................. ....... ...... .. ........ .... ....... ..... .... ... .. ... ....... ...... ....... ..... ........ .. ..... ._._ ._ ..-._....... ....... ...... ....... ..... ..._._ ..._ .._._ .. .._._._._ _ .._._ ..._ ----------------------------------------------------------------------------------------------------- ------------------------------ ----------------------------------------- -------------------- z W 1790 - --- ----- --- -- _____ _______ ______ __ :.:.......::..........::.........:.........::..........:..........::.......::......................:................................... - -- - - ---- -- --- -- - ---- -- -- - -- -- ____ _ _____ _--__-__-------------___--_ _--__ __ -._- __ -__- ---- -- ---- -- - - - - - -- -- -- -- ----- --__-__--__- _--__-- __--_ _ -__ -__- __ -__- _--__ -- --- ---- - - -- - -- -- -__--__- _--__-- __--_ _ -__ __ -- -- ----- -- -- - -- - - -- - -- -- ----- -__- __ __-- ---__-__----- ------ --_ -__ __ - --___. w w w --- ----- Z J _-_ _--_.. 1790 w __ _. _.::. --;'-- _. Rt_ 8:3"`596+60 38 �;r — =o z - 64.10" Rt 'R-3" 593+94.99 BC;,_ Inv 53.7 —_ 17=Z7 91 �� a� 0 1780 :::..:: :...... ..:.... ....:.. :............:::: :.......... GCP DI, GRATE 'TYPE 36R-:.' ........ ........ ..;:... _... EC,.Inv..1.767..88 .... ... �w� ::: 1780 v w/ DEBRIS RACK CAGE, Det 14 C - — — n - - -. .. ... .. ...._. - .. ..._. .. .... .. '-= 99.47 Rt R-3 587+39.26--- 9 .. ...... ..._.. .. .. .,._.. .. ._. :. -.. z o 1770 H=5.4', TG 1747.50, BC - \ 466.720' -Ht 'R-3" 597=+72.36 1770 _.... ...... ;:... :. ...... .....:;... ..... ...... ...... ........... ..... ...- .... .... .......... .... ... ... .. .. ........ ..... ..... d Conc APRON, Det 4 _ — Ln : OF CASING z a 1760 - ...... ....... ......'. .....::... .. .... _TflP 5-3 ...Eley 1.7:6.4 GO .. .. ....... ..... ....... ..... ... 1760 OG - y PRCTECT IN_ PLACE o JS D, Det 10 �.. ;.- ...;.... a _ _ - �_ 3 4 ................... 16 CMLO WATER (-WVWf7X-.' - 1750 88.38 Rt ,J — 1-f. 1 S=_7 - IN 48 CASING1750 w ...... "R - 3"- 5 8 6 + 3 9.34 — ...: .5 ......... :.......... ... ................ ........ ..... ............. .......... .......... ................. A=85.43 - 1 e BIO -SWALE, Det 9 0 a B=24" :..:: :. 832.3' "R-3" ..... ..... ... .. ..: ..... ..... ..: 00 C=3.26' S=3.00/ 107.97' Rt 590+24.76 - N 0 1740 - _ ..........;. ...:. =95. I:n v ...:..........:.......... ;..........;..........;.:G$ ;:1rTv::1.7:5 9::00 :......:;:........:;.................... ,..........;.....................;....................;.....................;......... ....... ....... ........ ........ ....... ..... c t 31 • _ 1742.11 � • - -• ...... 24" RCP b ..... .... ...... ....... .. ....._ ... ... ........ .. _ ... ... a ® _ 5=3.00%, L=95..8 o z 1 730 EeR o ....... ................ ....:..... . .... ....:...........: .... ....... ..... ....... .. ... ...... ....... ..... .... .. ....... ...... ....... ..... ... .... ........ .................. o as 1720 • - 1 739.1 4 - DRAINAGE SYSTEM No DRAINAGE PROFILE a o . o:.. .:.. ...: ...... .... .. .. ...... .... .... .. .... .... < a :. SCALE Horiz 1"=50 X11 ... ...... .... ...... .... ...... ..... ..... ...... = vert 1" 10' DP -4 BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R:\EONT0301 1-15 Duncan PS&E\Pians\DGN\80H130ib004.DGN RELATIVE BORDER SCALE O Is IN INCHES I 1 2 3 I i I i I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x % x FO (MCI) TO BE RELOCATED BY OTHERS 48.46' Lt ''R-4" 598+15.72 ......:..........:..........:..................... ..........:.......... ....... ....... ....... ........ ....... ....... .... ................. B C , Inv 1781.74 1 790 50.56' Lt "R-:4" 594+21 .08 ------ ----------- 56.36' Lt "R-4" 592+68.99 EC, Inv 1768.84 Distl COUNTY I ROUTE ITOTAL PROJECT No. SHEET 08 SBd 9.82/11.94 78 310 //�15 /� o v 'P�— 6/20/12 N REGISTERED CIVIL ENGINEER DATE e ','SS'u o OPARgS P �Q Cyi JUNE 22, 2012 " N51422 PLANS APPROVAL DATE o A Ext 6/30/12 THE STATE OF CAL/FORMA OR TTS 0FF/CER5 CIVIL OR AGENTS SHALL NOT BE RE5PON5/BLE FOR sr THE ACCURACY OR COMPLETENESS OF ELECTRONIC '0Tf of CnLie"V'dP COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 ....................................... ;.........., 140.20' Lt : "Rte 15" 600+55.98 EC, In.Y..1.7.89...44..... .......... :.......... ...........:.. 1800 ............ -.-. .......... 1 790 BC, Inv 1763.87 - - - - - - - - -- -- -138.79' Lt "Rte 15" 601+83.76 62.56' Lt E, Inv 1760.04 OG 1 780 C 591+47.39 JOIINEND BLE ExxistASWALE 1 780 EC, _- 5_3 27%, L=1032.2 _ Inv 1 793.66 _ ..._ _ _ ... 1770 1770 1760 1750 BORDER LAST REVISED 7/2/2010 ��-N.......,- INC " " UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE _> R:AFONT0801 1-15 Duncan PS&E\Plans\DGN \80H130ib005.DGN S is IN INCHES I i I i I i I X 1 720 GCP DI, GRATE TYPE 36R b w/ DEBRIS RACK CAGE, Det 14 OG 50.00'Rt "R-2" 574+05.53 1710 FG � _H=4.5', TG 1706°45 yy C Conc APRON, Det 4 > 1700 m o > W W t < 1690 0 1680 X 1690 z LL 1650 o W X z � W z 1700 X Q 0 Z 1690 0 X w 1680 2121 0 1670 X 1 Inv 1701.97 24" AP Elev S 4 S=34°50%, L=2.7' 1700.20 Elev R 1701.09 DRAINAGE SYSTEM No. 11 GCP DI, GRATE TYPE 36R 132.29' Lt "Rte 15" 560+78°81 H=2.7', TG 1667.18 b Conc APRON, Det 4 JS D'Det 10 d 115.76'Lt "Rte 15" 560+78.78 A=50.680, B=24", C=2.50' \ FG OG �TG Inv 1664.48 24" AP 5=0.40% C L=12.7' Elev R 1664.43 Elev S 1664°42 DRAINAGE SYSTEM No. REMOVE O 36" x 32.1 ' CMP FG REMOVE HWn-\ z o' 1680 W m m L� Q� o Jz W Y Qw UD U 1670 X Q 0 1660 cc W z LL 1650 o W X z � W z 1700 X Q 0 Z 1690 0 X w 1680 2121 0 1670 X 1 Inv 1701.97 24" AP Elev S 4 S=34°50%, L=2.7' 1700.20 Elev R 1701.09 DRAINAGE SYSTEM No. 11 GCP DI, GRATE TYPE 36R 132.29' Lt "Rte 15" 560+78°81 H=2.7', TG 1667.18 b Conc APRON, Det 4 JS D'Det 10 d 115.76'Lt "Rte 15" 560+78.78 A=50.680, B=24", C=2.50' \ FG OG �TG Inv 1664.48 24" AP 5=0.40% C L=12.7' Elev R 1664.43 Elev S 1664°42 DRAINAGE SYSTEM No. REMOVE O 36" x 32.1 ' CMP FG REMOVE HWn-\ z 0 L� J Q U 0 6 BORDER LAST REVISED 7/2/2010 PROTECT IN PLACE Exist 36" CMP OGPROTECT IN PLACE Exist HW Inv Inv (1679.82) (1678.49) \�(S=2°14%) JOIN Exist 36" CM 1 r Elev R (1679.18) 5=46.33% Elev S 1676.40 DRAINAGE SYSTEM No. Conc APRON, Det 4 GD1 D1, GRATE TYPE 24-12x2 Det 8 22.00' Rt "R-1" 571+16.11 H=6.5', TG 1700.24 JS C, Det 7 OG 40.54' Lt "R-1" 570+85.97 4 0 11 1 Distl COUNTY I ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 79 310 GD1 DI, GRATE TYPE 24-12x2 -------------------- ------- Nora U//�-'l/ 6/20/12 22.00' Rt "R-1" 571+66.98 ......... ......... ........ REGISTERED CIVIL ENGINEER DATE PioP%?ARgS. F H=6.4', TG 1701.49 1 720 9JUNE 22, 2012 No. 51422 o a Conc APRON, Det 4 PLANS APPROVAL DATE GD1 DIs THE GRATE TYPE 24-12x2 STATE OF CAL IFORNlA OA TTA Exp6/30/12 OFF/GEES � '} i D e t 8 OR AGENTS SH,4L L NOT BE RESPON57BL E FOR sr CIVIL 22.01 ' Rt "R-1 " 573+1 9.38 1 71 0 TVE AccuRAcr OR cOv,-zFANESA OF ELECTRONTc 'F of CAL COPIES OF TWA PLAN SHEET. FG H=7.1', TG 1706.00 AECOM CITY OF FONTANA J Conc APRON, Det 4 999 TOWN AND COUNTRY 8353 SIERRA AVENUE L=149,5' 1 700 ORANGE, CA 92868 FONTANA, CA 92335 A=68.19 B=24 C=2.2 , D=36 tel_ S=2.50% =2.50% S_2.50%, _ 2 r L= 4 °9 Elev Elev 1698.94 Elev 1695.20 Elev S h 24" AP 1692.15 1695.10 Elev R e 24 AP 1692.20 S=2.50%, L=47,9' Elev 24" RCP b01693.90 Elev 1693.80 DRAINAGE SYSTEM No. 12 GD1 DI, GRATE TYPE 40.00x2, Det 8 b 20.00'Lt "R-1" 564+40,00 H%01 ', TG 1682.23 GD1 DI, GRATE TYPE 24-12x2, Det 8 GD1 DI, GRATE TYPE 24-12x2, Det 8 r@21�92' Lt "R-1" 561+73.81 FG d 20.00'Lt "R-1" 564+57.95 H=.2', TG Elev 1674.80 OG H=5°5', TG 1682.90 JS C Det 7 GD1 DI, GRATE TYPE 24-12x2, Det 8 130.41'Lt a FG e 21°57'Lt "R-1" 561+91.76 - Inv "Rte 15" 561+64.56 OG H=5.6', TG Elev 1675.50 1677.38 A=72.03°C 24" RCP B=24" `T Inv 5=2.00%9 L=15.0' C=2.54' 1669.93 Inv d 24" RCP 1677.08 Inv S=2.00%9 O 2 Inv 1669.63 L=15.0' 1676.09 2 n Inv 1668.65 b 24" AP Elev R S=6.60%, 1667.15 L=22.8' Elev S- 1666.98 DRAINAGE SYSTEM No. C G2 DI, GRATE TYPE 24-12 14.92' Rt " R-2" 569+56.75 H=5.0', TG 1697,26 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130'b006.DGN Inv 1692°26 24" AP C S=5.00%, L=18.78' Inv, 1691.32 Inv 1691.22 �G2 DI, GRATE TYPE 24-12 13.08'Rt " R-2" 569+35.10 H=5.4', TG 1696.62 OG FG =5\�/ L=?2.g ° 1 t 8' Inv 1687.59 e 24" RCP DRAINAGE SYSTEM No. RELATIVE BORDER SCALE IS IN INCHES -@24" AP S=7.68%, L=28.3' Inv 1673.92 DRAINAGE SYSTEM No. 10 G2 D1, GRATE TYPE 24-12 22°00' Rt " R-2" 571+26.17 e G2 DI, GRATE TYPE 24-12 H=4.4', TG 1701.70 25.22' Rt " R-2" 572+69,83 b Conc APRON n P H=4.5', TG 1705.96 �J Conc APRON C - OG Z Det 4 S=2.88 Inv L=74 1701.45 Inv 24" AP @) 1697.40 Inv 1697.30 24" AP g S=5.00%, L=21.8' Inv 1696.21 Inv 1696.11 _ 78- G2 DI, GRATE TYPE 24-12 22.00' Rt " R-2" 571+01.41 H=5.1', TG 1701°20 Conc APRON, Det 4 rFG nv 692.17 24" RCP S=5.00%, L=78°9' DRAINAGE SYSTEM No.O .:• 1690 1680 1670 1660 1 710 1 700 E 1680 o� �rn 1670 N 00 �w 01 00 a� a 01 DRAINAGE PROFILE zo 00 SCALE: Horiz 1"=50' wo ' D P_ S ' 0 Vert 1"=10 0 0 oz s I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x x x x 1760 GCP DI, GRATE TYPE 36R __--- C '16%91 DEBRIS RACK CAGE, Det 14 OG --- 167.91'Rt ''R-4" 580+92.13 _ 1750 H =6.0', TG 1732.50 FG JS D, Det 10 207.08' Rt "R-4' 584+54.98 _�_--- 150.18' Rt BC, Inv 1738.91 - "R-4" 580+51.29 a - - -=380 5 _ A=30.00° �J Conc APRON, Det 4 _ _ - -5=3,44 1 740 B=24 \ - C=4.1 7' 1730OF - - o > � 31 > W Q 1720 0 1740 \201.83- Rt 'R-4" 581+89.50 --------GB.,..I.nv.j.735.00---------:-------------------- ------------ Elev S 1724.50 GD1 DI, GRATE TYPE 24-12x2 Det 8 44.00' Lt "R-4" 579+49.96 H=4.5', TG 1746.62 Inv 1 730 1742.15 _...... __..L............_ ................... Inv 1726.47 �58.75'Rt "R-4" 589+59.52 End BIO-SWALE Inv 1756.80 128.83' Rt "R-4" 587+09.56 GB, Inv 1748.08 Distl COUNTY I ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 80 310 1760 -A 112� Nev--o 6/20/12 RaFESSIo IV REGISTERED CIVIL ENGINEER DAT- 1750 AT~ aPOpARgS y�F� 1 7 5 0 �Q c� JUNE 22, 2012 " N 51422 o a PLANS APPROVAL DATE rNE 57,4rE of cALiFORNrA Oa Lr5 OZ"Cf-R5 Exp 6/30/12 OR 46EN75 SHALL NOT BE RESPON5/BLE FOR sr CIVIL 1740 COPIESCOURAOr OF cOMPL T,NE55 OF ELECTRONIC q�F' of CAL iFOR",S� AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE 1730 ORANGE, CA 92868 FONTANA, CA 92335 BIO-SWALE, Det 9 L=712.5' ....................... 1.$9:72 "Rte R=4 585"+2"4:1.2... 24" AP EC, Inv 1741.37 S=4.58%, L=38.9........................:..........:..........;.........;..........:. ......... ......... ....... ........ - . 9: ...................... DNESy ........................:....................:..........:.......... .......... ......... ....... ....... ............. Conc Apron, e 4 Det ............... ........ ....... ..... � DItGR T TYPE 356 ....... 103. Rt 5 5 2+47. -- - - -- - - GCP GRATE 36' ''Rte 1 8 \ . _ H=4.0', TG 1736.12 Conc Apron, Det 4 FG GCP DI, GRATE TYPE 36R ---------------------=---------------------=----------s----------:--------- 101.62' Rt "Rte 15" 580+72.81 14 f Inv _ _ H=4.5', TG 1730.82 1739.36 ....... ......._.....:.....................:..........:..........:.... 186.44 Rt "Rte 15" 580+28.82�� S= 1 741 .58 ...............................:...... 1 721 .00 OG - S=3.32% L=171 Inv 1732.11 \Inv 1726.41 h 1750 1730 17 BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0301 1-15 Duncan PS&E\Plans\DGN\80H130ib007.DGN is IN INCHES I i I i I i I UNI I ZZSZ F'HUJL I NUMbLH & PHASE ubuuuUUz3/ x x x x x Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SSBd 15 9.82/1 1 .94 82 310 41a" OA,O'— 6/20/12 essiO REGISTERED CIVIL ENGINEER DATE QRONa ? P ARAsr�i JUNE 22, 2012 No. 51422 PLANS APPROVAL DATE 0" A Ex0 6/30/12 THE STATE OF CAL IFOFN,A OR 775OFFICERS P CIVIL OR AGENTS SHALL NOT 5E RESPON57BLE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrf OF CALIF COPIES OF TH15 PLAN SHEET. AECOM CITY OF FONTANA QQQ TnWkI ANf1 rr111NTRV P— CTFFFA AVCNIIIF % x JV1 W Q W = UD U K O d `W J L Q LL C) W v z 0 W z cc D z 0 U z 0 a 0 a z a CD 0 DRAINAGE :PROFILE .._ . - - - W - - Dist COUNTY ROUTE TOTAL PROJECT NO.SHEET ......:.......... .:. ...................... -.........:.........., ..;. ... ....... ....... ........ ........ ....... ....... ........ ....... ....... ........ ........ ....... - 08 SBd 15 9.82/11.94 84 310 .......:..........:..........:........_:._.._...:..._.._.:_.._.._:..........:.................... 47.50' Rt ..D.. 602+37.88 ...:.................... _........;................ TC:Elev 17.49.19 G .. ,.. .. FG -- 14 � S=0-. 9k 1.68-.:7' .......................................... ..:... ....: .. .. G4 DI, GRATE TYPE 24-12 b 46.00" Rt "D" 604+07.84 H =6.8 ", T G 1 7 5 5.1 9 --t0" AP Inv 1748.45 DECK DRAIN CONNECTION ............................... 47.50.". L.t..,D,..602+-51'.'TO.. TC Elev 17A9.72 : 14 .......... .................... ..:.. F G _.. _ .6" 5=1 33 .. L 247 Q 18" AP .... .....-......... G4 DI, GRATETYPE 24-12 ..... 45.00' t D' 6-04+ - 0...... b H=8.3",LTG 1759.319 ....... 10" AP Inv 1 751 11 DECK DRAIN CONNECTION ----- Inv 17,51.01 1770 1 760 1750 6/20/12 REGISTERED 1� ENGINEER PARs oNq` ��QD 4S�Si JUNE 22, 2012 51422 m PLANS APPROVAL DATE < a E%p 6/30/12 T A T R A FF IVI oR a ENT5 5 a« O eE aESPaNs ac E oa srq G P soFELccrRnNc reOF �oaN` OP/ES OF THIS PLAN SHEET AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 �FONTANA, CA 92335 1770 1 770 1 760 1 750 m > W in w ---------------------- ... _ 14 v ----- ----------------- Inv d i 8" AP , -.....-1747-.19 ..- inv 174835 ------- -------- ------- 46.1 4' Rt "p" 604+04.50 _ EC Inv 1748.34 , ------- ------- --- _ _ _ _ . 14 :9 - ------ ------- Inv 1 74 7:72 -------- _ _ ------- _ _ . OG ------ -------------.. -- ------ ------- + 46.14' Lt "D" 604+96.56 _ _ EC.,. Inv 1 750,98. _ _ _ 47.50' Lt "D" 604+88.87 1 74( 1 740 o :..........:... :..........:.....-.--,.Inv A7..50' Rt.."D'� 603+96.81----.:—.—.—:. . BC1750.88 1730 pI BC, Inv 1748.28 - 173( .................... D.R.AI�N.A:6.E...SYSTEM...No.. ��-.................... �RAINA-GE SYSTE-M No s 30 172c 1720 JV1 W Q W = UD U K O d `W J L Q LL C) W v z 0 W z cc D z 0 U z 0 a 0 a z a CD 0 DRAINAGE :PROFILE .._ . W m Qo 0 � y JV1 W Q W = UD U K O d `W J L Q LL C) W v z 0 W z cc D z 0 U z 0 a 0 a z a CD 0 DRAINAGE :PROFILE .._ . X X X X Exist HAWKER I.I. }..c CRAWFORD Chnl LINE „H„ .. 26 a n oz �/ ) _.:... _.._.. _.._. .._... _.. _.._. _.._... .. ..._... U 1 700 t .59°° w a / U Q (n ... ... 12'Wx10'H x 90.0' RCB 0° o ~ OS td PLAN D80 OI I OO N Q � n._.._:.._.._......._.._.._.._.._.._.............................. d N Q 'T Inv 0 0 Ln Inv (1 692.81 ) o rn co o 3°2 cv O + o 12"Wx10'H x 470.0" RCB . °}�/� — " v > N > v c .:: k (20 -Ft EARTH COVER) �° — w 12"Wx10"H x 245.0" RCB 0 + c o g > + c Std PLAN D&0 + M v- co Std PLAN D80 c v _ W 1690 :..::.: o :.::: + -... S GB Trons �- N Jct Str, b 12'Wx10'H x 255.0' RCB + 0 > Det 24 c :.... :.. h (20 -Ft EARTH COVER). o :PLUG & REMOVE 8" SEWER 0 > - _ Std PLAN D80 ... ± c e 12'Wx10'H x 53.87' RCB :. .. .... ...... .... .... ................................. ...... .... ... . 12'Wx10'H x 50.74' RC Std PLAN D80 Std PLAN D80 C :-_::: .. - - -- a � 1680 .:..::.. ... ..... ... ... ................... 0+00 ......I t0f} ............ 2-i E)Q 3+00 4+00 . ... . +00.. _ ..6+00 . . 7+00.. ..8t0E} . _ .9+0{3 1 0+0E} 1.1 > 00 .1:2+00 t� o x x Mj ROUTE 15 o; W > m + +_ ,ao �PARgs�� a� o �I HGL(100YR) S a Jz W Y + = II CD � o aw UD = U 1740 r x � N O , BULKHEAD, '© SAFETY LEDGE, V + W cc w Q in m vz W 1730 M a LL o W Ln v In :2 + + 10 z � Li W � m z cc 0.70 a � 1720 0 N Z 0 x Q 0 -- a x Mj ROUTE 15 N Q Q N 6 J + +_ ,ao �PARgs�� I HGL(100YR) S a M p O + = II CD � o -. Lnm:2 F- O N Elev r 175-6. 7 � N I n , BULKHEAD, '© SAFETY LEDGE, V + Det 23 , a+ w Q in m w o Ln M Ln p Det 1 8 Det 1 Ln In :2 + + 10 + - ........ ...... ........ ;. Li coa1 � m 0.70 N FG N Q Q N 6 J + +_ ,ao �PARgs�� HGL(100YR) S a M p O + = II CD o ....................:...... -. Lnm:2 F- 0 Ln Elev CIVIL 175-6. 7 CD MH SHAFT , BULKHEAD, '© SAFETY LEDGE, V Det 23 , OG ------ ----- - Elev 1746.50 OBULKHEAD, Det 18 COUNTY I ROUTE 08I SBd I 15 112 - OTAL PROJECT I No. ISHEET 9°82/11.94 86 310 /V a'-0 6/20/12 REGISTERED CIVIL ENGINEER DATE QROFessroNa �PARgs�� HGL(100YR) S a JUNE 22, 2012 " No. 51422 o PLANS APPROVAL DATE A Exp 6/30/12 THE STATE OF CALlFOFNJA OR ITS OFFICERS CIVIL ON AGENTS SHALL NOT 5E RESPONSIBLE FOR sT FA =14IP7,' [l3 i j Lo7 m 3dPi LIzIV 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONI-ANA, CA 92335 BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R.\FON10801 1-15 Duncan PS&E\P1ans\DGN\80H130ib013.DGN RELATIVE BORDER SCALE 0 i 2 3 UNIT 2232 IS IN INCHES PROJECT NUMBER & PHASE 1710 0800000237 N HGL(100YR) S a 22 a a , BULKHEAD, '© a 21 -- ----- Det 1 8 Det 1 - ........ ...... ........ ;. Li 0.70 N - W w -- -- -- -- - _ — -:..::.... ::..::-. ........ 7 U -- B ...::..::...::::.....•.....................:... _ .... ..:..::... -_ = — — — — — —.T ..: ........ ....... w TOTBEECONSTRIUCTEDC .................................. .. o .n Inv 1721.78 ........ ........ ..... - oo w BY OTHERS ................... _� 3• rn .Q ...... ..... •TQ m Ln u'� _ .... ..... ... ........ ~ -O. ----- m I` r N lfl lfl __ ,__ ___. W . Lu ____ ,- - __ ___ _____-. ___-. :.. --- --___ ___ - ___ ____ - - --- --- --- --- - -- - :. .... :.: __. - - - ti -- --- -O.ti -- --- --- N..� -. _- In C _- -^ -----.V) C .-� W I` X --- - - -- -- --- -- - --. ........... ......... ....................� .... ........ ................... ........ U.. uj ... ....... ....... ........ ...... ..:...:....a .,: , ... ....... ....... ....... > ... ... ...... + ..... ... ... ....... ...... ....... ...... _ ...N r- C -. C In _ - - - N U ___ __. ........ ... ............................ - ..:.... ............... ......... ... ... .-, ... ...-.. .-... ..._ .. .... ... .. ... ...-. O R ................... " a rn. m. s : .... N o...:.. ...... ....... ...... . o. -......... 1 ......2. W x10"H x 296.38" RCB ... v w + I– r (20 Ft EARTH COVER) _N +-N: = 1 Std PLAN D80 - - - - - _ :.::..::..::..::..::..::......::. ::.. - - :: N ........ 12(201FOtHEARTH ....... --------------------- ---------- ..�?:..:::,......:.:: .. 12'Wx10'H RCB .. _ ... .......: .:::. COVER) W ....... ...................... ...................... ..... Std PLAN D80 ;... ... .. . ..... . ... ....•... ... .. ... ... .,.. ... ..:,....... . PER:.E.A.:08 OK5201 ..: :. - - - ..... . .;. ..... . ......:...::..::..:...::..::...:..::..::. ::..: ..::..: - ].2'Wx10 H x 7 63 RCB :: ..:.. :. - - :. ... . - ----- :: .:: =1-2='WX10'H _ z 281=.02' RCB - q. Std- _ D80 � St.d:P.LAN.:D80 "'' -PLAN _ " ... '' .. _ - __-- 12'Wx10'H x 75.0" RCB ........ ....... ....... ....... ........ ' t P Std LAN D80_S 12+00 .............. �. +b0 ..............14+00.......:.......1.6+00 . ... ..� 6+00 1 7+00 1 8+00 .15_ foo.. . M4:o l ..214 0 .224-00.. 23+00 .24+00. . - -- - -- - -- - --- - .................... .---------- ........... - -- - - --- E - ----------- .......... ......... - - -- ....... - -- - - - - ---------- ........ - - - - -_ - --- --- - - ------ LINf ,.A..--- .......------- ....... ....... ....... ....... - -------- -- - --- - - -- - ---------- ....... ....... - - -- - - ....... --- --- - -- -- --- - -- - --- - - - - - -- -- ---- -- -- - ---- ----- --- -- - -- -- ............. .....................---------- ---------- --------DRAI...................... SYSTEM No. 31. Fi.A I M A G E P R O P I L..... • SCALE: Horiz 1"=50' :..........:....................:....................;......... ....... ........ ....... ....... vert 1 "=5' DP -13 BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R.\FON10801 1-15 Duncan PS&E\P1ans\DGN\80H130ib013.DGN RELATIVE BORDER SCALE 0 i 2 3 UNIT 2232 IS IN INCHES PROJECT NUMBER & PHASE 1710 0800000237 12" (Typ) 12" (Typ) OG OGS 0 6" (Typ) r w " 2Clr m H=4' 6" (Typ) o w (Typ) @12.. w N x w' 4 0 #4 � a - - L - 0 SEE NOTE 4 .6 3" Clr (Typ) 2'-0" LAP (Min)4---I x 6" (TyP) 5' RECTANGULAR CONCRETE CHANNEL DRAINAGE DETAIL No. 1 x om w a _D < v o r m Y W = 12" (Typ) 12" (Typ) OG � #4@12" � OG — 6" (Typ) 2" Clr 0.. o Z 12" 6" 1 (Typ)H=2, 8" Of 514 22 m 6„ (Typ) .0.0" . 651422 Exp. 16--i— 2, x 912'' — of un W p 6" #4 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 W L 0 = SEE NOTE 4 3" Clr (Typ) i\j 06 0 _" �6"(Typ' I #5@12" II 2'-0" LAP(Min) I I CHANNEL CROSS SECTION z 6" #4@12" ,-� OG G #4912" x a 0 2" Clr H=2' -O" Q_ (Typ) a l t l I I ISI 1 z 2"-0" LAP (Min) END WALL ELEVATION W RECTANGULAR CONCRETE CHANNEL BORDER LAST REVISED 7/2/2010 DRAINAGE DETAIL No. 2 USERNAME=>AECOM DGN FILE _> R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic001.DGN T_ L/2 (Typ) 4 @ 12" (L (4 TOTAL) NEW OR Exist PIPE NEW OR Exist PIPE ° h #4 @ 12" 3-#4 CIRCULAR TIES Q EDGE OF Conc APRO1 LB CONCRETE COLLAR DRAINAGE DETAIL No. 3 RECTANGULAR GRATE a T a 18" 6" (Typ) 5" Z 12" 6" 1 Of 8" JUNE 22, 2012 514 22 m 0 .0.0" . 651422 Exp. 16--i— — — of AECOM CITY OF FONTANA J 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 x a U GPipe #5@12" II 0 I I Lna BORDER LAST REVISED 7/2/2010 DRAINAGE DETAIL No. 2 USERNAME=>AECOM DGN FILE _> R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic001.DGN T_ L/2 (Typ) 4 @ 12" (L (4 TOTAL) NEW OR Exist PIPE NEW OR Exist PIPE ° h #4 @ 12" 3-#4 CIRCULAR TIES Q EDGE OF Conc APRO1 LB CONCRETE COLLAR DRAINAGE DETAIL No. 3 RECTANGULAR GRATE a T T 18" 6" (Typ) 5" i0 12" 6" 1 #5 Ea FACE 8" JUNE 22, 2012 514 22 m PLANS APPROVAL DATE .0.0" . 651422 Exp. 16--i— — — of AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 2" Cr (Typ) T GPipe #5@12" II I I SECTION A -A D L T 18" 12" 5" 24" 12" 6" 36" 12" 8" EDGE OF EDGE OF Conc APRON Conc APRON{ i ,� B LB B CIRCULAR GRATE a T H 6 (Typ) PLAN CONCRETE DEPRESSED APRON DRAINAGE DETAIL No. 4 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE 0 1 3 IS IN INCHES I I UNIT 2232 Distj COUNTY I ROUTE ITOTAL PROJECT NO. SHEET 15 08 S//Bnnd 9.82/1 1 .94 87 310 �v 6/20/12 /Vo�^�-�' REGISTERED CIVIL ENGINEER DATE P�p PO pARA s'V f F, �Q• y/ c JUNE 22, 2012 514 22 m PLANS APPROVAL DATE .0.0" . 651422 Exp. THE STATE OF CALIFORNIA OR ITS OFFICERS {c 4 CIVIL OR AG12 ENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CALIV COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 kl^T 1. 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. 2. WHEN D1 IS EQUAL TO OR LESS THAN D2, JOIN INVERTS. WHEN D1 IS GREATER THAN D2, JOIN SOFFITS. 3. FOR PIPE SIZES NOT LISTED USE NEXT LARGER SIZE. 4. 4" DRAINS 10" C -C WITH 6" SQUARE ALUMINUM OR GALVANIZED STEEL WIRE '/4" MESH HARDWARE CLOTH ANCHORED FIRMLY TO BACKFACE AND WITH 2 CU -FT OF BACKFILL OF PERVIOUS MATERIAL IN A BURLAP SACK SECURELY TIED. WEEPHOLES 10'O.C. 5. APRON SHALL BE PORTLAND CEMENT CONCRETE AND MATCH THICKNESS OF ADJACENT SHOULDER PAVEMENT WHERE NEEDED. GRADE PER PLAN 2'(Typ) x TOP OF GRATE ELEVATION "-MINOR MINOR CONCRETE (MINOR Str) TYPE GCP PIPE INLET SECTION B -B DRAINAGE DETAILS NO SCALE DD -1 PROJECT NUMBER & PHASE 0800000237 3-#4 J BARS 4'-8" LONG, 3" OC CONTINUE ADDITIONAL BARS 6" OC TO INSIDE EDGE OF MANHOLE STATION 5"X2" PIPE SEAT 3-D BARS, 3" OC CONTINUE 6" OC A 4-#6 E BARS_ SEE NOTE 3 #3 OR #4 @,18" OC TIE BARS — �—A & B BARS N STATION om > w m ~ STATION POINT Q W � Jz W �V, U � vi w aw = UD U x I0I W M W a IL o Lu v z 0 Lu MANHOLE zccSHAFT PER SPPWC 324 STEP 0 ANGLE 4 O D1 F ROUND TO 3" R OPTIONAL/FILLET / I inl lI (L OF SPUR B ■nm PLAN (SHAFT NOT SHOWN) _C'x� - � -1777 Z �O 1 10 ANY STANDARD PIPE JOINT #3 or #4 (A18" OC TIE BARS 4'-0" DETAIL "N" (RING AND COVER NOT SHOWN) SEE NOTE 2 OPTIONAL OUTSIDE EDGE OF CONCRETE 5 -#4 H BARS 3'-0" LONG 6" (Typ)6" (T P) STREET GRADE 24 CONCRETE RINGS PER OMIT THIS STEP IN SPPWC 324 PAVED STREETS Q) 5"X1" RING SEAT 16" FOR PAVED SEE TABLE STREETS, 2'-2" FOR r' UNPAVED STREETS R=ID OF SPUR ± H BAR WITH A MAX. OF 3'-6" HOLE FRAME AND COVER SPPWC 630 -STREET GRADE m a #4 a 18" OC BOTH WAYS, TO BE -' USED WHEN D2 IS 60" OR MORE SECTION N -M -P -O a BORDER LAST REVISED 7/2/201C ROUND EDGES TO 3" RADIUS TABLE D BARS - a 2" Of 0 D& F BARS d w a 42"-84" #6 (A 3" TIE BARS o #7 e 3" _C'x� - � -1777 Z �O 1 10 ANY STANDARD PIPE JOINT #3 or #4 (A18" OC TIE BARS 4'-0" DETAIL "N" (RING AND COVER NOT SHOWN) SEE NOTE 2 OPTIONAL OUTSIDE EDGE OF CONCRETE 5 -#4 H BARS 3'-0" LONG 6" (Typ)6" (T P) STREET GRADE 24 CONCRETE RINGS PER OMIT THIS STEP IN SPPWC 324 PAVED STREETS Q) 5"X1" RING SEAT 16" FOR PAVED SEE TABLE STREETS, 2'-2" FOR r' UNPAVED STREETS R=ID OF SPUR ± H BAR WITH A MAX. OF 3'-6" HOLE FRAME AND COVER SPPWC 630 -STREET GRADE m a #4 a 18" OC BOTH WAYS, TO BE -' USED WHEN D2 IS 60" OR MORE SECTION N -M -P -O a BORDER LAST REVISED 7/2/201C ROUND EDGES TO 3" RADIUS TABLE OF BARS SIZES D2 OR B A& B D& F BARS 12" - 39" #5 @ 3" #4 La 6" 42"-84" #6 (A 3" #5 (A 6" 90"-144" #7 e 3" #6 a 6" w w V1 5"X2" PIPE SEAT TIE BARS BARS �- F BARS I m I I EI,, R -i 5" #4 (c1 18" OC BOTH WAYS, TO BE USED WHEN B IS 60" OR MORE USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic002.DGN SECTION G -G �5"X2" PIPE SEAT D BARS-, / D BARS I ROUND EDGE II TO 3" R I P STATION ELEVATION II w I STATION ELEVATION I I o n" � OF SHAFT I_p LONGITUDINAL SECTION THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES TABLE OF VALUES FOR F AND T D1 /D2 I F IB T 45" 1 7." I 48' 75 8" mif �W'06� Dist COUNTY 001 TOTAL PROJECT _VARIABLE SHEET 08 E BARS 15 9.82/1 1 .94 88 TIE BARS //�d 0 v 6/20/12 J BARS ?EssioNa Qom° QAR4S c F F SECTION C -C PLANS APPROVAL DATE F BARS I THE STATE OF CALIFORNIA OR 175 OFFICERS R CIVIL TIE BARS SECTION G -G �5"X2" PIPE SEAT D BARS-, / D BARS I ROUND EDGE II TO 3" R I P STATION ELEVATION II w I STATION ELEVATION I I o n" � OF SHAFT I_p LONGITUDINAL SECTION THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES TABLE OF VALUES FOR F AND T D1 /D2 I F IB T 45" 1 7." I 48' 75 8" mif �W'06� Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SSB, 15 9.82/1 1 .94 88 310 //�d 0 v 6/20/12 N REGISTERED CIVIL ENGINEER DATE QRO ?EssioNa Qom° QAR4S c JUNE 22, 2012 No. 51422 o PLANS APPROVAL DATE A Exp. 6/30/12 THE STATE OF CALIFORNIA OR 175 OFFICERS R CIVIL OR AGENTS SHALL NOT 5E RESPONSIBLE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC a� OF CAL IVa�'�p COPIES OF 71'115 PLAN SHEET. AECOM OF FONTANA 999 TOWN AND COUNTRY SIERRA AVENUE FFONTANA, ORANGE, CA 92868 CA 92335 TABLE OF VALUES FOR M (SEE NOTE 2) SECTION PAVED STREET UNPAVED STREET MAX MIN MAX MIN N -M -P -O 2'-10/2" 3'-6" C -C 11" 8/2" 16" 15" NOTES: 1. VALUES FOR A, B, C, D1, D2, ELEVATION R AND ELEVATION S ARE SHOWN ON THE PLANS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10/2" 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 3. 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTERLINE OF MAIN STORM DRAIN WHEN D1 IS 48" OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTERLINE. 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. 5. P SHALL BE 5" FOR D2=96" OR LESS AND 8" FOR D2 OVER 96". 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40 (ASTM A615M, GRADE 300), AND SHALL TERMINATE 11/2" 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 SPRING LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF F SHOWN ON HEREON. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. 11. STEPS SHALL CONFORM TO SPPWC 635 OR 636. 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: THIS STANDARD PLAN IS USED WHEN SPPWC 320 IS INADEQUATE. MAIN LINE = 36" INSIDE DIAMETER OR LARGER. 13. MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 15. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 630 24" MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP JUNCTION STRUCTURE A DRAINAGE DETAIL No.5 0 2 3 UNIT 2232 DRAINAGE DETAILS NO SCALE DD - 2 PROJECT NUMBER & PHASE 0800000237 r O = U w o_ a d a cr O a H O v M w H- O z w w — — — — — No. SHEET 08 SSB,d x Q Of 89 310 0 v 6/20/12 P, SEE NOTE 5 SEE NOTES 2 AND 7 ?Na om° QQPAR4S c 0 THE STEEL SHALL BE AS FOLLOWS: ELEVATION d " z51422 PLANS APPROVAL DATE STATION Ex0 6/30/12 THE STA 7E OF CAC IFOPWA OR /TS OFFICERS P CIVIL OR AGENTS SHALL NOT 5E RESRON57,5 E FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC OF CAL IVa�'�p COPIES OF 71'115 PLAN SHEET. ELEVATION ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER CITY OF FONTANA 999 TOWN AND COUNTRY STATION ORANGE, CA 92868 CA 92335 THE TRANSITION. r _ 0 ^ IY 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS: o x = _ RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB SECTION Const JOINT OF RCB OR ARCH. U W UNLESS THE WALL THICKNESS OF THE RCP PLUS 4 INCHES RCB TO ARCH, USE Const JOINT OF RCB. w aa ~ a rL M0 wN TO THAT OF THE RCP WALL PLUS 4 INCHES. - z RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB 0_ Q 0 M Q O w 4. Z w THE TWO ADJOINING SECTIONS. 5. SECTION A -A RCP JUNCTURE, EMBEDMENT P SHALL BE 5 INCHES FOR PIPE SIZE OF + INCHES OR LESS, AND 8 INCHES FOR PIPE SIZES OVER 96 INCHES. x a Of M U o,, a O Ir ---. Ncr ^ U Ll w O ujj Ln 1 a a Q B d F- �t f-07---- BORDER LAST REVISED 7/2/2010 RCB OR rJI ARCD SECTION B -B --------�---- ------ A RCB OR RC ARCH* B H- * ARCH MAY HAVE A HORSESHOE SHAPE, CIRCULAR, ELIPTICAL, OR SIMILAR CROSS SECTION. TRANSITION STRUCTURE B (RCP TO RCB) DRAINAGE DETAIL No. 6 USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic003.DGN Dist 0 ROUTE TOTAL PROJECT No. SHEET 08 SSB,d x Q Of 89 310 0 v 6/20/12 N REGISTERED CIVIL ENGINEER DATE QROessio SEE NOTES 2 AND 7 ?Na om° QQPAR4S c 0 THE STEEL SHALL BE AS FOLLOWS: d " z51422 PLANS APPROVAL DATE NO' A Ex0 6/30/12 THE STA 7E OF CAC IFOPWA OR /TS OFFICERS P CIVIL OR AGENTS SHALL NOT 5E RESRON57,5 E FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC OF CAL IVa�'�p COPIES OF 71'115 PLAN SHEET. AECOM ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 THE TRANSITION. OPTIONAL CONSTRUCTION 0 JOINT: 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS: RCB OR ARCH TO RCP, USE w RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB SECTION Const JOINT OF RCB OR ARCH. UNLESS THE WALL THICKNESS OF THE RCP PLUS 4 INCHES RCB TO ARCH, USE Const JOINT OF RCB. GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL a VARY UNIFORMALY FROM THAT OF THE ARCH OR RCB SECTION wN TO THAT OF THE RCP WALL PLUS 4 INCHES. RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB a OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL Q VARY UNIFORMLY BETWEEN THE TWO ENDS. 4. Z w THE TWO ADJOINING SECTIONS. 5. O RCP JUNCTURE, EMBEDMENT P SHALL BE 5 INCHES FOR PIPE SIZE OF J INCHES OR LESS, AND 8 INCHES FOR PIPE SIZES OVER 96 INCHES. x a U 0 Ln NO BORDER LAST REVISED 7/2/2010 RCB OR rJI ARCD SECTION B -B --------�---- ------ A RCB OR RC ARCH* B H- * ARCH MAY HAVE A HORSESHOE SHAPE, CIRCULAR, ELIPTICAL, OR SIMILAR CROSS SECTION. TRANSITION STRUCTURE B (RCP TO RCB) DRAINAGE DETAIL No. 6 USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic003.DGN Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SSB,d 15 9.82/1 1 .94 89 310 0 v 6/20/12 N REGISTERED CIVIL ENGINEER DATE QROessio SEE NOTES 2 AND 7 ?Na om° QQPAR4S c OVER THE STEEL SHALL BE AS FOLLOWS: JUNE 22, 2012 " z51422 PLANS APPROVAL DATE NO' A Ex0 6/30/12 THE STA 7E OF CAC IFOPWA OR /TS OFFICERS P CIVIL OR AGENTS SHALL NOT 5E RESRON57,5 E FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC OF CAL IVa�'�p COPIES OF 71'115 PLAN SHEET. AECOM ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I 6. f'c = 28 MPc (4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE SAME MIX AS THE ADJACENT RCB. 7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 (60) BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 11/2INCH CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. 8. KEYED CONSTRUCTION JOINTS OF THE SAME FIMENSIONS AS THOSE OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE SECTION B -B. 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PLANS. DRAINAGE DETAILS NO SCALE DD -3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE 9, SHALL NOT EXCEED 5045'. STEEL PATTERN SHOWN IS PICTORIAL ONLY. 2. REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER SEE NOTES 2 AND 7 OVER THE STEEL SHALL BE AS FOLLOWS: RCB TO RCP AND RCB TO ARCH TO RCP - THAT OF RCB SECTION. ARCH TO RCP - THAT OF ARCH SECTION. ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION. OPTIONAL CONSTRUCTION JOINT: 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS: RCB OR ARCH TO RCP, USE RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB SECTION Const JOINT OF RCB OR ARCH. UNLESS THE WALL THICKNESS OF THE RCP PLUS 4 INCHES RCB TO ARCH, USE Const JOINT OF RCB. GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL VARY UNIFORMALY FROM THAT OF THE ARCH OR RCB SECTION TO THAT OF THE RCP WALL PLUS 4 INCHES. RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS. 4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UBIFORMLY BETWEEN THE TWO ADJOINING SECTIONS. 5. AT RCP JUNCTURE, EMBEDMENT P SHALL BE 5 INCHES FOR PIPE SIZE OF 96 INCHES OR LESS, AND 8 INCHES FOR PIPE SIZES OVER 96 INCHES. THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I 6. f'c = 28 MPc (4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE SAME MIX AS THE ADJACENT RCB. 7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 (60) BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 11/2INCH CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. 8. KEYED CONSTRUCTION JOINTS OF THE SAME FIMENSIONS AS THOSE OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE SECTION B -B. 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PLANS. DRAINAGE DETAILS NO SCALE DD -3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Conc CRADL SPRING LINE MINOR CONCRETE CRADLE SEE NOTE 2 UNDISTURBED EARTH BORDER LAST REVISED 7/2/2010 I� T D .I 1 Lkz--i_=, JJ H H n I A KI �_J TIE BARS E I ev 'R' B BARS \TIE BARS SECTION Z' -Z" -Z" PROJECTED ON Y -Y -Z" ,TIE BARS ~ F BARS JBE-T ' TIE BARS F BARS SECTION M -M TABLE OF VALUES FOR T z 0 T 12" 5" 15" 5" 18" xOfQ Of 5" 24" 5.5" 27" 5.5" 30" 6" 0 6.5" 35" 6.5" 38" 7" 42" 7.5" 45" 7.75" 48" 8" z a CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 0 w d 0 a z O a U V^ 0 v~i NO BORDER LAST REVISED 7/2/2010 I� T D .I 1 Lkz--i_=, JJ H H n I A KI �_J TIE BARS E I ev 'R' B BARS \TIE BARS SECTION Z' -Z" -Z" PROJECTED ON Y -Y -Z" ,TIE BARS ~ F BARS JBE-T ' TIE BARS F BARS SECTION M -M TABLE OF VALUES FOR T B T 12" 5" 15" 5" 18" 5" 21" 5" 24" 5.5" 27" 5.5" 30" 6" 32" 6.5" 35" 6.5" 38" 7" MINIMUM DEPTH OF TOP AND BOTTOM SLABS SHALL BE DD + 2" 12 J� 4 NOTES: 1. VALUES FOR A, B, C, D AND Elev S SHOWN ON DRAINAGE PLANS. IF B EXCEEDS 3/4D, DO NOT USE THIS DETAIL. 2. PIPE SHALL BE CRADLED IN CONCRETE EXTENDING LONGITUDINALLY TO 12" BEYOND LIMITS OF V. H=1/2 OUTSIDE DIAMETER OF PIPE PLUS 3" AS A MINIMUM. CRADLE MAY BE OMITTED ON SIDE OPPOSITE LATERAL INLET WHEN CONSTRUCTED IN CONNECTION WITH EXISTING PIPE STORM DRAIN. 3. A AND B BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE. J= (7D/12)+6". 4. RECTANGULAR OPENING IN MAIN LINE PIPE SHALL BE CUT WITHIN LIMITS OF 'F', 'G', AND 'L' NORMAL TO PIPE SURFACE WITHOUT DAMAGING STEEL. 5. TRANSVERSE REINFORCEMENT IN PIPE SHALL BE CUT IN CENTER OF OPENING AND BENT TO UNIFORM DISTANCE FROM TOP AND BOTTOM OF JUNCTION STRUCTURE. 6. OPTIONAL CONSTRUCTION: WHEN JUNCTION STRUCTURE #1 IS SPECIFIED ON DRAINAGE PLAN, THE CONTRACTOR SHALL HAVE THE OPTION OF CONSTRUCTING JUNCTION STRUCTURE #2, IN WHICH CASE CONSTRUCTION DATA WILL BE FURNISHED BY THE ENGINEER. 7. REINFORCING STEEL SHALL BE 2" CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. 8. STEEL SCHEDULE: A AND B BARS - #5 CA 3" C -C F BARS - #4 CA 6" C -C TIE BARS - #4 CA 18" C -C F BARS AND TIE BARS SHALL BE PLACED IN ALL FOUR FACES 9. MONOLITHIC ARCH: WHEN JUNCTION STRUCTURE #1 IS SPECIFIED WITH REINFORCED MONOLITHIC ARCH STORM DRAIN, VALUE 'D' SHALL REFER TO THE CLEAR SPAN OF ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO JUNCTION STRUCTURE THE SAME AS FOR PIPE. CONCRETE CRADLE UNDER REINFORCED MONOLITHIC ARCH IS NOT REQUIRED. 10. FLOOR OF STRUCTURE SHALL BE STEEL -TROWELED TO SPRING LINE. 11. ELEVATION 'S' APPLIES AT CENTER OF MAIN LINE ON PROLONGATION OF INVERT SPUR. TABLE FOR DIMENSIONS D2 OR B F OR T 12" 4" 15" 4.25" 18" 4.5" 21" 5" 24" 5.25" 27" 5.5" 30" 6" 32" 6.25" 36" 6.5" 39" 7" 42" 7.5" 45" 7.75" 48" 8" PIPE TO PIPE JUNCTION STRUCTURE C USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic004.DGN DRAINAGE DETAIL No. 7 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SSB, 15 9.82/1 1 .94 90 310 //�d 0 v 6/20/12 N ES REGISTERED CIVIL ENGINEER DATE p�oeO?ARQSNa�F JUNE 22, 2012 PLANS APPROVAL DATE NO' A Exp.6/30/12 711E 5TA7f OF CALLFORNTA OR /75 OFFICERS P CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC a of CAF tFa�`� p COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 DRAINAGE DETAILS NO SCALE DD -4 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 NOTES: 1. "H" IS THE DIFFERENCE IN ELEVATION BETWEEN THE OUTLET PIPE FLOW LINE AND THE FLOW LINE OF THE GRATES. x 2. STEPS - NONE REQUIRED WHEN "H" IS 3'-7" OR LESS. INSTALL ONE STEP 1'-5" ± ABOVE FLOOR WHEN "H" IS MORE THAN 3'-7" AND LESS THAN 5'-0". WHERE "H" IS MORE THAN 5'-0" STEPS SHALL BE EVENLY SPACED CA l' -O"+ INTERVALS FROM 1'-5" ± ABOVE FLOOR TO WITHIN 1'-0" ± OF THE TOP OF THE BOX. PLACE STEPS IN WALL WITHOUT PIPE OPENINGS. SEE w Std PLAN D74C FOR STEP DETAIL. m w 3. PIPE(S) CAN BE PLACED IN ANY WALL. w w w 4. REINFORCING STEEL IN WALLS SHALL w � 0 o BE #5 (A 12" O.C. EACH WAY AND PLACED 1.5" CLEAR TO INSIDE OF BOX. FOR INLETS W/ H > 20', HORIZONTAL STEEL SHALL BE #5 (A 10" O.C. x 5. BAR MAY BE ROTATED AS NECESSARY TO CLEAR OPENING. WHERE "L" IS 6" OR LESS, BAR MAY BE OMITTED. 6. WHERE V' IS 6" OR LESS, WALL THICKNESS SHALL BE AS PER TABLE B. x 0 0 D om w } m rr O H 0 379 Q� o H W Jz �U W Y • % JVl W w aw UD = U [ x 0 0 D GD -1 24-12 rr O 0 379 J Jrl II H W x a • % 0 24-13 w �. J Q = J v� Lu 0 1-- • D Lu G z o LL Lu x N = 0 Lu °D �NO D 0 2 U 3 °D oe W ° PIPE Dia D ° p cc p ° p REBARS,- SEE NOTE 4 z ° x Q T 0 d 15Xa�' X 3V KEYS of I a 0 a BORDER LAST REVISED 7/2/2010 TG EQUAL LENGTH LEGS. SEE NOTE 5 #7 @, 6" ADDITIONAL #5 BARS. SEE SECTION A -A z D GD -1 24-12 rr O 24-10C 379 J Jrl II ° x a • % 24-13 U p° #5 12" EACH FACE STAGER 0 • D G ° p °D �NO D BORDER LAST REVISED 7/2/2010 TG EQUAL LENGTH LEGS. SEE NOTE 5 #7 @, 6" ADDITIONAL #5 BARS. SEE SECTION A -A SECTION A -A (FOR PIPE DIAMETERS 36" OR LESS) III #5 C 12" r---1 EACH FACE #4 CA 12" \ A#4 L 6" 1 1 2" • 1#4 Tot 2 1 #3 Q 4'' L, VARIES 2 -2 1 /4 Max #4 @s 12" • 12" SEE NOTE 6 SECTION C -C Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SSBd 15 9.82/11.94 91 310 N v 6/20/12 E S AR4S REGISTERED CIVIL ENGINEER DATE om° QRO?AR4iaNa p P � � F FOR DETAILS NOT SHOWN, SEE Std PLAN D77A. 1Q 1/2" 0 FRAME ANCHOR MAY BE BENT AS NECESSARY TO CLEAR Reinf JUNE zz, 2o1z No. 51422 o A PLANS APPROVAL DATE Exp 6/30/12 THE STATE OF CAZTFORNTA OR TTS OFFICERS a OR AGENTS SHALL NOT BE RESRONSIBZE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC a of CAF tFo�`� p COPIES OF THIS RZAN SHEET. �AECOM CITY OF FONTANA 1 1/2" Clr CUT 9/16" OFF ENDS OF BOLTS (BOLTED GRATES) OR BARS 999 TOWN AND COUNTRY 8353 SIERRA AVENUE 1 1/2" Cir (WELDED GRATES). FOR BOLTED ORANGE, CA 92868 FONTANA, CA 92335 GRATES LOCK WELD ONE NUT TO BOLT OR PEEN. THREADS TO HOLD 1 1/2" Clr7r V ONE NUT. N TABLE A MiSCFlIANFOHS IRON & STFFI INLET TYPE GRATE TYPE D GD -1 24-12 580 24-10C 379 Jrl II ° • 24-12X • % 24-13 350 p° #5 12" EACH FACE STAGER WITH Typ BARS • D G ° p °D D p °D oe MAX ° PIPE Dia D ° p D p ° p oe ° 3'- 10 T T SECTION A -A (FOR PIPE DIAMETERS 36" OR LESS) III #5 C 12" r---1 EACH FACE #4 CA 12" \ A#4 L 6" 1 1 2" • 1#4 Tot 2 1 #3 Q 4'' L, VARIES 2 -2 1 /4 Max #4 @s 12" • 12" SEE NOTE 6 SECTION C -C Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SSBd 15 9.82/11.94 91 310 N v 6/20/12 E S AR4S REGISTERED CIVIL ENGINEER DATE om° QRO?AR4iaNa p P � � F FOR DETAILS NOT SHOWN, SEE Std PLAN D77A. 1Q 1/2" 0 FRAME ANCHOR MAY BE BENT AS NECESSARY TO CLEAR Reinf JUNE zz, 2o1z No. 51422 o A PLANS APPROVAL DATE Exp 6/30/12 THE STATE OF CAZTFORNTA OR TTS OFFICERS a OR AGENTS SHALL NOT BE RESRONSIBZE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC a of CAF tFo�`� p COPIES OF THIS RZAN SHEET. �AECOM CITY OF FONTANA 1 1/2" Clr CUT 9/16" OFF ENDS OF BOLTS (BOLTED GRATES) OR BARS 999 TOWN AND COUNTRY 8353 SIERRA AVENUE 1 1/2" Cir (WELDED GRATES). FOR BOLTED ORANGE, CA 92868 FONTANA, CA 92335 GRATES LOCK WELD ONE NUT TO BOLT OR PEEN. THREADS TO HOLD 1 1/2" Clr7r V ONE NUT. N TABLE A MiSCFlIANFOHS IRON & STFFI INLET TYPE GRATE TYPE WEIGHT (LB) GD -1 24-12 580 24-10C 379 24-10S 431 24-12X 453 24-13 350 TABLE B H T 8' OR LESS 6" 8' TO 20' 8" L 4" x 3" x 1/4" q. 6 'a 3y6 —0 ANCHORS 4" 4 8, ANCHOR PLACEMENT GD1 DRAINAGE INLET DRAINAGE DETAIL No. 8 �A� T 0 0 FRAME & 2 Nos. TYPE 24 GRATES DIKE OR CURB WHERE SHOWN ON ROADWAY PLANS THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. USERNAME=>AECOM RELATIVE BORDER SCALE 0 1 2 3 DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic005.DGN IS IN INCHES I 3'-10Y6'' PLAN J J N T VARIES ��l �to2' NJ (O rL A T rER 4:R P, pll R 1A 20 BIOFILTRATION SWALE 0016 �3 L#nJ%1114N%iG L# r_ 1 mIIl- 114V. a DRAINAGE DETAILS NO SCALE DD -5 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 CL MAIN REINFORCED CONCRETE BOX LINE CONSTRUCTION JOINT x I I a T x om > W m a� o Jz W � Y UV,U JVl W aw = UD U 0 0 W v� W J z LL o Lu U 0 W cc z � ROUND EDGE TO I 3" RADIUS W BARS SEE NOTE 3� STATION POINT SEE NOTE 2 n 1 A KI NEW OR EXISTING REINFORCED CONCRETE BOX SEE NOTE 6 —� W BARS 2-H BARS 4" OC, SEE NOTE 3 z ROUND EDGE x Q Of Of Elev S SEE NOTE 8 a 2-G BARS 4" o OC, SEE NOTE 3 BORDER LAST REVISED 7/2/2010 UNDISTURBED EARTH SECTION A -A �eCE LATERAL / CONNECTOR PIPE / / T i f/ 41 / >C #4 @ 18" OC %r �11 F BARS ROUND EDGES TO APPROXIMATE RADIUS OF ID OF LATERAL WITH A MAXIMUM OF 3'-0" D & E BARS D, E, H & G BARS CONSTRUCTION JOINT D BARS #4 @ 18" OC - F BARS ANY STANDARD PIPE JOINT / �T I P If m E BARS I I T Elev R SEE NOTE 8 BACKFILL WITH 450-C-2000 MIX CONCRETE, OR COMPACT SOIL TO RELATIVE DENSITY REQUIRED BY SPECIFICATIONS. BACKFILL MAY BE OMITTED IF STRUCTURE IS LAID ON UNDISTURBED EARTH TO STORM DRAIN WALL #4 @ 18" OC SECTION B -B @ 18" OCBOTH WAYS TO BE USED WHEN B IS 60" OR MORE 1. VALUES FOR A, B, AND C SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PER NOTE 8. 2. STATIONS SPECIFIED ON THE PROJECT DRAWINGS APPLY AT THE INTER- SECTIONS OF CENTER LINES 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 615M, GRADE 300, AND SHALL TERMINATE 1.5" CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. a. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON PROJECT DRAWINGS, AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. b. OMIT G BARS WHEN INVERT OF SPUR IS 12" 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 REINFORCED CONCRETE BOX, BREAKOUT LIMITS AND DETAILS SHALL BE SHOWN ON THE PROJECT DRAWINGS. 7. EMBEDMENT, P, SHALL BE 5" FOR B=96" OR LESS, 8" FOR B OVER 96". 8. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT DRAWINGS THEN THE INLET OPENING SHALL FALL 6" 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 PROJECT DRAWINGS. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY WHEN A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION. 9. LATERALS OR CONNECTOR PIPES 24'' OR LESS IN DIAMETER SHALL BE NO MORE THAT 5' ABOVE THE INVERT. LATERALS OR CONNECTOR PIPES 27" OR LARGER IN DIAMETER SHALL BE NO MORE THAN 18" ABOVE THE INVERT, WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS THAN 50'IN LENGTH SHALL NOT BE MORE THAN 5'ABOVE THE INVERT. 10. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE FOLLOWING CONDITIONS: a. ANGLE A IS LESS THAN 300 b. TOP OF INLET PIPE IS LESS THAN 6" BELOW THE TOP OF WALL c. FLOW LINE OF INLET PIPE IS LESS THAN 7" ABOVE THE FLOOR OF THE REINFORCED CONCRETE BOX AT THE INSIDE FACE. JUNCTION STRUCTURE D PIPE TO REINFORCED CONCRETE BOX DRAINAGE DETAIL No. 10 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. USERNAME=>AECOM RELATIVE BORDER SCALE DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic006.DGN IS IN INCHES Dist COUNTY ROUTE TOTAL PROJECT No. w 08 SSB, 15 9.82/1 1 .94 92 310 //�d 0 v 6/20/12 N ES S REGISTERED CIVIL ENGINEER DATE QROAR4S, #4 @ 6" OC ?Na om° QQAR4S c a d " z51422 PLANS APPROVAL DATE No. A w Ex0 6/30/12 S THE TA 7E OF CALIFORNIA OR /TS OFFICERS P CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC a of CAF COPIES OF 71'115 PLAN SHEET. a ITY OF FONTANA 999 TOWN AND COUNTRY353 a SIERRA AVENUE ORANGE, CA 92868 z 0 w J x a U 0 �NO BORDER LAST REVISED 7/2/2010 UNDISTURBED EARTH SECTION A -A �eCE LATERAL / CONNECTOR PIPE / / T i f/ 41 / >C #4 @ 18" OC %r �11 F BARS ROUND EDGES TO APPROXIMATE RADIUS OF ID OF LATERAL WITH A MAXIMUM OF 3'-0" D & E BARS D, E, H & G BARS CONSTRUCTION JOINT D BARS #4 @ 18" OC - F BARS ANY STANDARD PIPE JOINT / �T I P If m E BARS I I T Elev R SEE NOTE 8 BACKFILL WITH 450-C-2000 MIX CONCRETE, OR COMPACT SOIL TO RELATIVE DENSITY REQUIRED BY SPECIFICATIONS. BACKFILL MAY BE OMITTED IF STRUCTURE IS LAID ON UNDISTURBED EARTH TO STORM DRAIN WALL #4 @ 18" OC SECTION B -B @ 18" OCBOTH WAYS TO BE USED WHEN B IS 60" OR MORE 1. VALUES FOR A, B, AND C SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PER NOTE 8. 2. STATIONS SPECIFIED ON THE PROJECT DRAWINGS APPLY AT THE INTER- SECTIONS OF CENTER LINES 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 615M, GRADE 300, AND SHALL TERMINATE 1.5" CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. a. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON PROJECT DRAWINGS, AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. b. OMIT G BARS WHEN INVERT OF SPUR IS 12" 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 REINFORCED CONCRETE BOX, BREAKOUT LIMITS AND DETAILS SHALL BE SHOWN ON THE PROJECT DRAWINGS. 7. EMBEDMENT, P, SHALL BE 5" FOR B=96" OR LESS, 8" FOR B OVER 96". 8. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT DRAWINGS THEN THE INLET OPENING SHALL FALL 6" 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 PROJECT DRAWINGS. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY WHEN A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION. 9. LATERALS OR CONNECTOR PIPES 24'' OR LESS IN DIAMETER SHALL BE NO MORE THAT 5' ABOVE THE INVERT. LATERALS OR CONNECTOR PIPES 27" OR LARGER IN DIAMETER SHALL BE NO MORE THAN 18" ABOVE THE INVERT, WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS THAN 50'IN LENGTH SHALL NOT BE MORE THAN 5'ABOVE THE INVERT. 10. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE FOLLOWING CONDITIONS: a. ANGLE A IS LESS THAN 300 b. TOP OF INLET PIPE IS LESS THAN 6" BELOW THE TOP OF WALL c. FLOW LINE OF INLET PIPE IS LESS THAN 7" ABOVE THE FLOOR OF THE REINFORCED CONCRETE BOX AT THE INSIDE FACE. JUNCTION STRUCTURE D PIPE TO REINFORCED CONCRETE BOX DRAINAGE DETAIL No. 10 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. USERNAME=>AECOM RELATIVE BORDER SCALE DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic006.DGN IS IN INCHES Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SSB, 15 9.82/1 1 .94 92 310 //�d 0 v 6/20/12 N ES S REGISTERED CIVIL ENGINEER DATE QROAR4S, #4 @ 6" OC ?Na om° QQAR4S c JUNE 22, 2012 " z51422 PLANS APPROVAL DATE No. A Ex0 6/30/12 S THE TA 7E OF CALIFORNIA OR /TS OFFICERS P CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC a of CAF COPIES OF 71'115 PLAN SHEET. AECOM ITY OF FONTANA 999 TOWN AND COUNTRY353 IONTANA, SIERRA AVENUE ORANGE, CA 92868 CA 92335 B T D.E.H & G BARS F BARS 24" 5-114" #5 #4 @ 6" OC 30" 0 #5 #4 @ 6" OC 36" 6-1/2" #5 #4 @ 6" OC DRAINAGE DETAILS NO SCALE DD -6 o z s UNIT 2232 PROJECT NUMBER & PHASE 0800000237 12" (Typ) 12" OG OG 6" (Typ) 6" (Typ) @12.. #4@1 2' #4@12'-' (TYP) t2" CIr VARIES w TYP) a #4 > 2'-0" LAP (Min) Exist HW 6" (Typ) 3" Clr (Typ) TOREMAIN 4' - L -----------Z- SECTION A -A 4" DRAINS 10" C -C WITH 6" SQUARE ALUMINUM OR GALVANIZED STEEL WIRE '14" MESH HARDWARE CLOTH ANCHORED FIRMLY TO BACKFACE AND WITH 2 CU -FT OF BACKFILL OF PERVIOUS MATERIAL IN A BURLAP SACK SECURELY TIED. WEEPHOLES 10'0.C. "Rte 15" 558+27.78, 147.99' Rt FL 1659.63 "Rte 15" 558+28.13, 152.00:6 52.00' Rt FL 1659.60 "Rte 15" 558+23.96, 152.00°Rt GB, FL (1659.55) Beg 3'X6' RCB "Rte 15'' 558+13.22, 151.00' Rt TYPE "B" STRAIGHT WW PER Std PLANS D84 "Rte 15" 558+22.04, 154.00' Rt FL (1659.51) "Rte 15" 558+21.20, 154.87' Rt FL (1659.49) Z "Rte 15" 558+24.08, 156.05' Rt o FL (1659.51) x "Rte 15" 558+23.27, 156.,86' Rt Of MATCH Exist Conc Chnl FL (1659.49) o / a w, 0 a BORDER LAST REVISED 7/2/2010 6.85' 1 //\ ,/ "Rte 15" 558+61.35, 11 3.1 3' Rt END 3'x6' RCB / JOIN TO Exist 3'x6' RCB PER Std PLANS D82 FL. (1660.87) r REMOVE EXIST. HW AS NECESSARY 2(j)EXTEND 3'x6' RCB P Rte 15" 558+37.56, 137.87' Rt / GB FL (1659.84) /1 9.47' 1• "Rte 15'' 558+29.78, 151 .00' Rt TOP OF WALL 1663.60 JOIN RCB w/ RECTANGULAR Conc Chnl 10.41, o 1 O 48' RCP 1 M / 1.0% 1.0% o N44047'37"E o "Rte 15" 558+47.59, 154.00' Rt TYPE "D" STRAIGHT WW PER Std PLANS D90 (TYPE B TOP OF WALL 1664.92, FL 1659.77 Exist TRAPEZOIDAL Conc Chnl ��l (J 4'x4' RECTANGULAR Conc ChnI "Rte 15" 558+37.189 152.00' Rt TOP OF Chnl 1663.66 "Rte 15" 558+37.18, 154.00' Rt Chnl FL 1659.66 "Rte 15" 558+37,18 156.00' Rt END SLOPE Trans, TOP OF Chnl 1663.66 "Rte 15" 558+32.18 158.31'Rt Trans SLOPE, TOP OF Chnl 1662.88 "Rte 15" 558+27.17, 160.62' Rt (PIP) JOIN TO Exist TRAPEZOIDAL Conc Chnl Beg Trans SLOPE TOP OF Chnl (1662.10) JUNCTION STRUCTURE No. E DRAINAGE DETAIL No. 11 SCALE 1'- 5 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PSRE\Plans\DGN\80H130ic007.dgn RELATIVE BORDER SCALE IS IN INCHES Dia LIMITS OF RSP UNDER FES z ROUTE TOTAL PROJECT co O O � °o O / -a- co J �p �Jv 6/20/12 x � X a s` „ w J 14a O°0 U V^ W=3 x Dia A OR SEE TABLE B rrr nl iri rT Exp.6/30/12 711E STATE OF CAZIFOFNIA OR /75 OFFICERS P CIVIL OR AGENTS SHALL NOT 5E RESPONSJBZE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC a� OF CAL IVa�'�p COPIES OF 71'115 PLAN SHEET. AECOM 24" 0 999 TOWN AND COUNTRY FACING 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 6' CA 92335 FACING 25a 24" 6' 12' FACING NO BORDER LAST REVISED 7/2/2010 6.85' 1 //\ ,/ "Rte 15" 558+61.35, 11 3.1 3' Rt END 3'x6' RCB / JOIN TO Exist 3'x6' RCB PER Std PLANS D82 FL. (1660.87) r REMOVE EXIST. HW AS NECESSARY 2(j)EXTEND 3'x6' RCB P Rte 15" 558+37.56, 137.87' Rt / GB FL (1659.84) /1 9.47' 1• "Rte 15'' 558+29.78, 151 .00' Rt TOP OF WALL 1663.60 JOIN RCB w/ RECTANGULAR Conc Chnl 10.41, o 1 O 48' RCP 1 M / 1.0% 1.0% o N44047'37"E o "Rte 15" 558+47.59, 154.00' Rt TYPE "D" STRAIGHT WW PER Std PLANS D90 (TYPE B TOP OF WALL 1664.92, FL 1659.77 Exist TRAPEZOIDAL Conc Chnl ��l (J 4'x4' RECTANGULAR Conc ChnI "Rte 15" 558+37.189 152.00' Rt TOP OF Chnl 1663.66 "Rte 15" 558+37.18, 154.00' Rt Chnl FL 1659.66 "Rte 15" 558+37,18 156.00' Rt END SLOPE Trans, TOP OF Chnl 1663.66 "Rte 15" 558+32.18 158.31'Rt Trans SLOPE, TOP OF Chnl 1662.88 "Rte 15" 558+27.17, 160.62' Rt (PIP) JOIN TO Exist TRAPEZOIDAL Conc Chnl Beg Trans SLOPE TOP OF Chnl (1662.10) JUNCTION STRUCTURE No. E DRAINAGE DETAIL No. 11 SCALE 1'- 5 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PSRE\Plans\DGN\80H130ic007.dgn RELATIVE BORDER SCALE IS IN INCHES Dia LIMITS OF RSP UNDER FES COUNTY ROUTE TOTAL PROJECT co O FES SSBd °o O 9.82/1 1 .94 -a- co LB �p �Jv 6/20/12 x � OVERSIDE DRAIN O °° B „ w J 14a O°0 JUNE 22, 2012 O W=3 x Dia A OR SEE TABLE B rrr nl iri rT Exp.6/30/12 OUTLET OF co OVERSIDE DRAIN Lu Lu �OOOO Lu 3 L SEE TABLE B OVERSIDE DRAIN OUTLET 0 1 1 2 Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SSBd 15 9.82/1 1 .94 93 310 //� 0 v 6/20/12 N44' REGISTERED CIVIL ENGINEER DATE QRO?AR4S,Na OVERSIDE DRAIN Qom° QPAR4S c 12' FACING 14a 24" JUNE 22, 2012 " No, 51422 o PLANS APPROVAL DATE A 24" Exp.6/30/12 711E STATE OF CAZIFOFNIA OR /75 OFFICERS P CIVIL OR AGENTS SHALL NOT 5E RESPONSJBZE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC a� OF CAL IVa�'�p COPIES OF 71'115 PLAN SHEET. AECOM 24" CITY OF FONTANA 999 TOWN AND COUNTRY FACING 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 6' CA 92335 W = 3 x Dia (Min) OR SEE TABLE B OUTLET K RSP DEPTH (SEE TABLE A) BACKING DEPTH RSP FABRIC (SEE TABLE A) PIN FABRIC TO SECTION B -B SIDES OF TRENCH TABLE A ROCK RSP MINIMUM DEPTH (ft) BACKING DEPTH (ft) RSP -FABRIC FACING 1.8 NONE TYPE 8 LIGHT 2.5 NONE TYPE 8 PLAN NOTES: 1. RSP FABRIC SHALL NOT PROTUDE ABOVE GROUND. TRIM FABRIC BELOW GROUND TO NO MORE THAN TWO INCHES BELOW GROUND SURFACE. 2. RSP WIDTH AND LENGTH SHALL BE AS SHOWN ON THESE DETAILS UNLESS SHOWN OTHERWISE ON TABLE B OR AS SHOWN OTHERWISE ON THE PLANS. ROCK SLOPE PROTECTION DETAILS DRAINAGE DETAIL No. 12 NOT TO SCALE DRAINAGE DETAILS AS SHOWN D D- T UNIT 2232 PROJECT NUMBER & PHASE 0800000237 TABLE B - RSP SUMMARY DRAINAGE SYSTEM No. PIPE Dia. W L RSP SIZE 2t OVERSIDE DRAIN 6' 12' FACING 2w OVERSIDE DRAIN 6' 12' FACING 14a 24" 6' 12' FACING 17a 24" 6' 12' FACING 18Ao 24" 6' 12' FACING 24a 24" 6' 12' FACING 25a 24" 6' 12' FACING PLAN NOTES: 1. RSP FABRIC SHALL NOT PROTUDE ABOVE GROUND. TRIM FABRIC BELOW GROUND TO NO MORE THAN TWO INCHES BELOW GROUND SURFACE. 2. RSP WIDTH AND LENGTH SHALL BE AS SHOWN ON THESE DETAILS UNLESS SHOWN OTHERWISE ON TABLE B OR AS SHOWN OTHERWISE ON THE PLANS. ROCK SLOPE PROTECTION DETAILS DRAINAGE DETAIL No. 12 NOT TO SCALE DRAINAGE DETAILS AS SHOWN D D- T UNIT 2232 PROJECT NUMBER & PHASE 0800000237 w > w Am o > w w � w > w w � o' a 0 CHAIN �,.. Std PLAN RSP �A85 PLAN om > W m 18 c a� o Jz W v V, U a w = 9" L UD U B #4 Ca 12" O.C. 2-#4 Ca 12" O.C. BOTH FACES TOTAL 4 BARS p XN I I I I p I I d',, I I I I SECTION B -B INLET STRUCTURE DIMENSIONS SYSTEM D L B H W (!)a 24" 6.25' 4.33' 4.23' 8.00' x Elev 1723.93 > TOP OF HW m W 9 e� CHAIN LINK FENCE H (TYPE CL -4) a LLStd PLAN RSP A85 a Lu 12 = Min z 2-#4 Ca 3" O.C. Ca 450 EA CORNER BOTH FACES :-ii:— 2-#4 #4 9.. VARIES B TO W 9" 2-#4 CONTINUE o W 12" Min No. Z T #4 @ 12" O.C. .O#q Co 12" O.C. 15 18 a DEBRIS RACK 94 BOTH WAYS z ccOA #4 Ca 12" O.C.--,OF BOTH FACES ?EssioNa Qom° ?A c w o Det 15 N = w JUNE JUNE 22, 2012 PLANS APPROVAL DATE BOTH WAYS Exp. -6/30/12 7HE 5TA7f OF CAZIFORNIA OR lrs oFF1cERs a CIVIL OR AGENTS SHALL NOT 5E RE5,'ON5151E FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC a : of CAF tFo�`� p COPIES OF 71'115 PLAN SHEET. AECOM c CITY OF FONTANA _ BOTH FACES ORANGE, CA 92868 CA 92335 Elev 1719.80 BOLT ON STEEL PL TO DRAIN RADE o Z D Elev 1719.70 o o o 4.. 12" LAP x Q _ Of 1'FOR WALL d p o z Q w w _ q" M 2-#4 Ca 3" O.C. Ca 450 EA CORNER BOTH FACES :-ii:— 2-#4 #4 9.. VARIES B TO W 9" 2-#4 CONTINUE o ROUTE 3 n d 18 w — #4 No. Z 08 #4 @ 12" O.C. .O#q Co 12" O.C. 15 9.82/1 1 .94 94 BOTH WAYS //�d 0 v 6/20/12 N REGISTERED CIVIL ENGINEER DATE QRO BOTH FACES ?EssioNa Qom° ?A c w o SECTION A -A — 2-#4 Ca 3" O.C. Ca 450 EA CORNER BOTH FACES :-ii:— 2-#4 #4 9.. VARIES B TO W 9" 2-#4 CONTINUE DETENTION BASIN INLET DETAIL x a DRAINAGE DETAIL No. 13 U 0 w. Q USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE =) R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic008.dgn ALONG TOP 2" Cir #4 G 12" O.C. CONSTRUCT JOINT 2"x4" KEYWAY L� \—#4 (A 12" O.C. U #4 (a 12" O.C. BOTH FACES 18 POST BARS THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I Dist L 2" Cir `-' #4 a 18" O.C. iv BOTH FACES ROUTE TOTAL PROJECT No. SHEET 08 DETENTION BASIN INLET DETAIL x a DRAINAGE DETAIL No. 13 U 0 w. Q USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE =) R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic008.dgn ALONG TOP 2" Cir #4 G 12" O.C. CONSTRUCT JOINT 2"x4" KEYWAY L� \—#4 (A 12" O.C. U #4 (a 12" O.C. BOTH FACES 18 POST BARS THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SSB, 15 9.82/1 1 .94 94 310 //�d 0 v 6/20/12 N REGISTERED CIVIL ENGINEER DATE QRO ?EssioNa Qom° ?A c JUNE JUNE 22, 2012 PLANS APPROVAL DATE No. A o Exp. -6/30/12 7HE 5TA7f OF CAZIFORNIA OR lrs oFF1cERs a CIVIL OR AGENTS SHALL NOT 5E RE5,'ON5151E FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC a : of CAF tFo�`� p COPIES OF 71'115 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 NOTES FOR DEBRIS RACK CAGE: 1. ALL BARS SHALL BE #5 THROUGHOUT WITH SPOTWELD AT BOTH SIDES. 2. DEBRIS RACK CAGE TO BE GALVANIZED. ROSS BARS AT 6" CENTERS 2 RING BARS 5 -TOP BARS ALIGNED WITH POSTS `\j RING BARS LUG STOP M ELEVATION DEBRIS RACK CAGE DETAILS DRAINAGE DETAIL No. 14 a N o� N.. N� N •• �o 00 ww 00 aJ a �w a � O DRAINAGE DETAILS wo NO SCALE DD -8 �o o UNIT 2232 PROJECT NUMBER & PHASE 0800000237 L LR DETAIL F 114" J Z a 0 o H -- M. D_ w o O: D- SEE SECT C -C STIFFENER (WHEN REO'D) BARS 3"x3/8" TYP l SEE SECT D -D I PCC SUPPORT RACK SECTION TYP HEADWALL OR WINGWALL F-,7 ... z jo. o m BARS 3"x3/8" N I I ELEVATION SECTION C -C 6" I I DETAIL E FIE USE ONLY FOR REMOVABLE PORTION 72" Dist COUNTY ROUTE TOTAL PROJECT No. SHEET STIFFENER BAR MAX 3" x 3/8" WELDED 4 v 6/20/12 J ON BOTTOM OF RACK N ' 1 WHEN LR IS 72" REGISTERED CIVIL ENGINEER DATE P eR�?ARQ, o scy� Fc OR MORE o HEADWALL AND WINGWALL ROUNDED I - I - 0 I OUTLET - - CONDUIT _ 7T�TT I I d 18 I` COPIES OF 71'115 PLAOF CAL IFN SHEET. z I #q AECOM CITY OF FONTANA �FONTANA, BOLTS PER NOTE 5 ` • 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 CA 92335 Oc #3[18 24 ryp NO RACK PLAN DETAIL F 114" J Z a 0 o H -- M. D_ w o O: D- SEE SECT C -C STIFFENER (WHEN REO'D) BARS 3"x3/8" TYP l SEE SECT D -D I PCC SUPPORT RACK SECTION TYP HEADWALL OR WINGWALL F-,7 ... z jo. o m BARS 3"x3/8" N I I ELEVATION SECTION C -C 6" I I DETAIL E FIE USE ONLY FOR REMOVABLE PORTION PCC SUPPORT PLAN REMOVABLE PORTION a MIN o II ° eA o THREADED ROD 1 /2" x 7" EPDXY RETROFIT ATTACHMENT HEADWALL DETAIL F ------ & WINGWALL I � IL NOTES FOR DEBRIS RACK: I� 1. MAXIMUM SIZE OF OUTLET FOR THIS RACK IS 48" PIPE OR 48" WIDE RCB. II II MAXIMUM LENGTH OF RACK LR IS 10'-O". I II PCC SUPPORT DETAIL E a Z Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SSB,d 15 9.82/1 1 .94 95 310 4 v 6/20/12 J N ' 1 1/2'' REGISTERED CIVIL ENGINEER DATE P eR�?ARQ, o scy� Fc o ROUNDED JUNE 22, 2012 No, 51422 o A 0 PLANS APPROVAL DATE Exo 6/30/12 r Tom/ _ T/ 17/ / C /7 THE STATE OF CAC IFOFNIA OA /TS oFFICERs P q` 711E ACMRACYAOR COMPZEEENESS OF ELECTRONIC sT C 1 V I L lP _ 7T�TT COPIES OF 71'115 PLAOF CAL IFN SHEET. z I #q AECOM CITY OF FONTANA �FONTANA, 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 CA 92335 N #3[18 24 NO 3" MIN COVER 12" MIN SECTION D -D 3" SLOTTED HOLE PER DETAIL F PCC SUPPORT PLAN REMOVABLE PORTION a MIN o II ° eA o THREADED ROD 1 /2" x 7" EPDXY RETROFIT ATTACHMENT HEADWALL DETAIL F ------ & WINGWALL I � IL NOTES FOR DEBRIS RACK: I� 1. MAXIMUM SIZE OF OUTLET FOR THIS RACK IS 48" PIPE OR 48" WIDE RCB. II II MAXIMUM LENGTH OF RACK LR IS 10'-O". I II PCC SUPPORT DETAIL E a BORDER LAST REVISED 7/2/2010 I 2. ADJUST LR SO THAT THE SLOPE OF THE RACK IS APPROXIMATELY 2 HORIZONTAL TO 1 VERTICAL. 3. THE PCC SUPPORT IS NOT NEEDED IF THE INLET STRUCTURE HAS A SUITABLE CUTOFF WALL. THE PCC SUPPORT SHALL NOT REPLACE THE CUTOFF WALL. 4. GALVANIZE RACK AFTER FABRICATION. 5. BOLTS SHALL BE 1/2"x7". BOLTS FOR REMOVABLE PORTION SHALL BE STAINLESS STEEL. PROVIDE WASHERS AT EACH BOLT. DEBRIS RACK DETAIL 6. SUBMIT SHOP DRAWINGS PER SSPWC 2-5.3.3. FOR RETROFIT WORK, INCLUDE DETAILS FOR DRAINAGE DETAIL No. 15 ATTACHMENT TO EXISTING STRUCTURE. THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. USERNAME=>AECOM RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic009.dgn IS IN INCHES RACK FRONT DRAINAGE DETAILS NO SCALE DD -9 PROJECT NUMBER & PHASE 0800000237 Z 0 J x a U 0 NO BORDER LAST REVISED 7/2/2010 I 2. ADJUST LR SO THAT THE SLOPE OF THE RACK IS APPROXIMATELY 2 HORIZONTAL TO 1 VERTICAL. 3. THE PCC SUPPORT IS NOT NEEDED IF THE INLET STRUCTURE HAS A SUITABLE CUTOFF WALL. THE PCC SUPPORT SHALL NOT REPLACE THE CUTOFF WALL. 4. GALVANIZE RACK AFTER FABRICATION. 5. BOLTS SHALL BE 1/2"x7". BOLTS FOR REMOVABLE PORTION SHALL BE STAINLESS STEEL. PROVIDE WASHERS AT EACH BOLT. DEBRIS RACK DETAIL 6. SUBMIT SHOP DRAWINGS PER SSPWC 2-5.3.3. FOR RETROFIT WORK, INCLUDE DETAILS FOR DRAINAGE DETAIL No. 15 ATTACHMENT TO EXISTING STRUCTURE. THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. USERNAME=>AECOM RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic009.dgn IS IN INCHES RACK FRONT DRAINAGE DETAILS NO SCALE DD -9 PROJECT NUMBER & PHASE 0800000237 W W J z LL o W U z 0 W cc z � 0 i= ¢ Of 0 d z 0 z w d 0 E, I I I I FACE OF Chnl WALL PROVIDE 3" CLEARANCE OR AS REQUIRED FOR REINFORCEMENT BAR RADII (Typ) \PeiP� CUT PIPE FLUSH WITH FACE OF WALL FOR RCP PIPE EMBED RCP PIPE AS SHOWN BORDER LAST REVISED 7/2/2010 \ Conc COLLAR \ / #4 BAR HOOPS (Min 4 HOOPS) i SPP #4 BAR Cd 18" O.C. (Min 4 BARS) I I I I BEND REINFORCEMENT & VERTICAL WALL REINFORCEMENT INTO Conc COLLAR AND AS SHOWN JUNCTION STRUCTURE DRAINAGE DETAIL No. 16 CONSTRUCTION JOINT, ALL SIDES SMOOTH FINISH (Typ)- 4" DRY PACK MORTAR - TOP OF WALL ONLY 2" Clr (TYP) 2-#5 A.S. x 8'-2" 12' (W) X 10' (H) RCB - USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic010.dgn 12" N w N I_ IM I I i JL SECTION A -A NOT TO SCALE SOFFIT 4" DRY PACK MORTAR TOP OF WALL ONLY 2'L, #4 C4 9" CONSTRUCTION JOINT, ALL SIDES SMOOTH FINISH (Typ) #5 O6" EACH FACE — #4 2'-0" I I STIRRUPS 2-#5 A.S. x 8'-2" FORM SAVER ANCHOR SEE NOTE 4 1. LONGITUDINAL BARS SHALL BE CUT IN THE FIELD 2" FROM OPENING. 2. ROUND ALL EDGES TO 2" RADIUS. 3. NO TRANSVERSE CONSTRUCTION JOINT IN RCB SECTION SHALL BE PLACED WITHIN 5'-0" OF WINDOW. 4. FORM SAVER ANCHOR MANUFACTURER SHALL BE APPROVED BY THE ENGINEER. MATCHING THREADED DOWEL WITH MINIMUM 24" EXTENSION FOR LAP WITH WINDOW REINFORCING STEEL SHALL BE USED. LINE "A" - STA 1+26.13 WINDOW DETAIL FOR RCB 12' (W) X 10' (H) DRAINAGE DETAIL No® 17 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE - IS IN INCHES FH 2" 2" " 5' #4 STIRRUPS p #5 @, 6" EACH FACE i M 3'-6" AL2,_0.. #4 C 1=1 C\/ A Tlf%Kl STIRRUPS UNIT 2232 NOT TO SCALE #4 @ 9" EACH FACE #5 DIAGONAL x 6'-6" EACH FACE 12' (W) X 10' (H) RCB a N �o oN N O N � 1 �0 00 �w 0. 0. 0 a� a � H DRAINAGE DETAILS wo NO SCALE DD -10 Q o Jo PROJECT NUMBER & PHASE 0800000237 Dist COUNTY I ROUTETOTAL PROJECT No. SHEET 08 SB,d 15 9.82/1 1 .94 96 310 /� O X 'O'— 6/20/12 N CL PIPE eROFEssLoroq REGISTERED CIVIL ENGINEER DATE o o \pOPARAS� ' JUNE 22, 2012 " z 51422 NO' PLANS APPROVAL DATE a Exa 6/30/12 THE STATE OF CALIFORNIA OR IT5 OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FORsr ATP 6, THE ACCURACY OR COMPLETENESS OF ELECTRONIC of CALtF��`�lP COP/F5 OF TW5 PLAN SHEET. �J AECOM 999 TOWN AND COUNTRY ORANGE, CA 92868 CITY OF FONTANA 8353 SIERRA AVENUE �FONTANA, CA 92335 \ Conc COLLAR \ / #4 BAR HOOPS (Min 4 HOOPS) i SPP #4 BAR Cd 18" O.C. (Min 4 BARS) I I I I BEND REINFORCEMENT & VERTICAL WALL REINFORCEMENT INTO Conc COLLAR AND AS SHOWN JUNCTION STRUCTURE DRAINAGE DETAIL No. 16 CONSTRUCTION JOINT, ALL SIDES SMOOTH FINISH (Typ)- 4" DRY PACK MORTAR - TOP OF WALL ONLY 2" Clr (TYP) 2-#5 A.S. x 8'-2" 12' (W) X 10' (H) RCB - USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic010.dgn 12" N w N I_ IM I I i JL SECTION A -A NOT TO SCALE SOFFIT 4" DRY PACK MORTAR TOP OF WALL ONLY 2'L, #4 C4 9" CONSTRUCTION JOINT, ALL SIDES SMOOTH FINISH (Typ) #5 O6" EACH FACE — #4 2'-0" I I STIRRUPS 2-#5 A.S. x 8'-2" FORM SAVER ANCHOR SEE NOTE 4 1. LONGITUDINAL BARS SHALL BE CUT IN THE FIELD 2" FROM OPENING. 2. ROUND ALL EDGES TO 2" RADIUS. 3. NO TRANSVERSE CONSTRUCTION JOINT IN RCB SECTION SHALL BE PLACED WITHIN 5'-0" OF WINDOW. 4. FORM SAVER ANCHOR MANUFACTURER SHALL BE APPROVED BY THE ENGINEER. MATCHING THREADED DOWEL WITH MINIMUM 24" EXTENSION FOR LAP WITH WINDOW REINFORCING STEEL SHALL BE USED. LINE "A" - STA 1+26.13 WINDOW DETAIL FOR RCB 12' (W) X 10' (H) DRAINAGE DETAIL No® 17 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE - IS IN INCHES FH 2" 2" " 5' #4 STIRRUPS p #5 @, 6" EACH FACE i M 3'-6" AL2,_0.. #4 C 1=1 C\/ A Tlf%Kl STIRRUPS UNIT 2232 NOT TO SCALE #4 @ 9" EACH FACE #5 DIAGONAL x 6'-6" EACH FACE 12' (W) X 10' (H) RCB a N �o oN N O N � 1 �0 00 �w 0. 0. 0 a� a � H DRAINAGE DETAILS wo NO SCALE DD -10 Q o Jo PROJECT NUMBER & PHASE 0800000237 Q BORDER LAST REVISED 7/2/2010 #5 x 2'-6" Q 12 DRILL AND BOND 12" EPDXY CARTRIDGE INTO 6" DEEP HOLE #4 (a 12 D #5 a 12 #5 x 2'-6" e 12 DRILL AND BOND EPDXY CARTRIDGE INTO 6" DEEP HOLE 12' (W) X 10' (H) RCB - 4" DRY PACK MORTAR TOP OF WALL ONLY 2" Clr D • 2" Typ FUTURE RCB ELEVATION NOT TO SCALE #5 x 2'-6" O 12 DRILL AND EPDXY CARTR INTO 6" DEEP I #5 @ 12 #5 x 2'-6" ( DRILL AND E EPDXY CARTR____ INTO 6" DEEP HOLE PLAN SECTION D -D NOT TO SCALE BULKHEAD TO SEAL 12' (W) x 10' (H) RCB DRAINAGE DETAIL No. 18 #4 (a 12 Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SSB,d 15 9.82/1 1 .94 97 310 0 v 6/20/12 N REGISTERED CIVIL ENGINEER DATE QROess ?ioNa om° QQPAR4S c JUNE 22, 2012 " z51422 PLANS APPROVAL DATE NO' A Ex0 6/30/12 THE STA 7E OF CAC IFOFNIA OR /TS OFFICERS P CIVIL OR AGENTS SHALL NOT 5E RESPONSIBLE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC OF CAL IVa�'�p COPIES OF 71'115 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 Q N �N O N N •• \ O N I1 N •• \ O I� II � p W W F F H F 0 � d J a DRAINAGE DETAILS wo THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. NO SCALE DD -11 e o �o —77 USERNAME=>AECOM RELATIVE BORDER SCALE 0 1 2 1 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic011.DGN IS IN INCHES om w m <o a w �z w 1' Min � Y V, vi 2" Max � w aw = UD U TRANSVERSE CONSTRUCTION JOINT x DETAIL A NOT TO SCALE w � w v� W a IL o Lu CL z 0 Y Wcc ti C BAR C BAR A BAR o B = 2�/2" DIA a BAR WEEP HOLE Of w 0 Ln X STATION TO STATION "H" 41+08.29 TO "H" 41+53.29 "H" 41+53.29 SPACING PER TABLE x 7.00' Lt, 7.00' Rt 6.40' Lt, 6.60' Rt C BARS A BARS 6.00' Lt, 6.00' Rt Y 7.00' Lt, 7.00' Rt INSIDE FACE OF 15.40' Lt, 15.60' Rt 23.80' Lt, 24.20' Rt CHANNEL WALL 12.00' 12.00' 12.00' B BAR 12.00' WALLS T1 12" 12" 12" B BAR 12" BOTTOM SLAB T2 13" 13" w SPACING PER TABLE OUTSIDE FACE OF 13" ° #6 @ 9" CHANNEL WALL #6 @ 9" > w w � SPACING PER TABLE 3'-0" o' a 0 WALL AND INVERT SECTION 3'-0" 1 x 3'-0" 1 3'-0" NOT TO SCALE om w m <o a w �z w 1' Min � Y V, vi 2" Max � w aw = UD U TRANSVERSE CONSTRUCTION JOINT x DETAIL A NOT TO SCALE w � w v� W a IL o Lu CL z 0 Y Wcc ti C BAR C BAR A BAR o B = 2�/2" DIA a BAR WEEP HOLE Of w 0 Ln X STATION TO STATION "H" 41+08.29 TO "H" 41+53.29 "H" 41+53.29 TO "H" 41+98.29 X 7.00' Lt, 7.00' Rt 6.40' Lt, 6.60' Rt 6.40' Lt, 6.60' Rt 6.00' Lt, 6.00' Rt Y 7.00' Lt, 7.00' Rt 15.40' Lt, 15.60' Rt 15.40' Lt, 15.60' Rt 23.80' Lt, 24.20' Rt HEIGHT 12.00' 12.00' 12.00' 12.00' WALLS T1 12" 12" 12" 12" BOTTOM SLAB T2 13" 13" 13" OF FONTANA 13" A BARS #6 @ 9" #6 @ 9" #6 @ 9" FONTANA, CA 92335 #6 @ 9" Horiz LENGTH 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 1 3'-0" 3'-0" 1 3'-0" SLOPE LENGTH 11'-5" 11'-5" 14'-5" 14'-5" 14'-5" 1 14'-5" 16'-5'' 1 16'-5" B BARS #8 @ 9" #8 @ 9" #8 @ 9" #8 @ 9" Horiz LENGTH 9'-10" 9'-10" 9'-3" 9'-5" 9'-3" 9'-5" 8'-10" 8'-10" SLOPE LENGTH 5'-9" 5'-9" 7-3" 7'-3" 7-3" 7'-3" 8'-3" 8'-3" C BARS #7 @ 9" #7 @ 9" #7 @ 9" #7 @ 9" SLOPE LENGTH 12'-6" 12'-6" 15'-6" 15'-6" 15'-6" 1 15'-6" 17'-6" 17'-6" D BARS #7 @ 9" #7 @ 9" #7 @ 9" #7 @ 9" Horiz LENGTH 6'- 4 1 6'-4" 6'-0" 6'-2" 6'-0" 1 6'-2" 5'-10" 1 5'-10" Conc CY/LF 1.48 1.67 1.67 1.83 STEEL LBS/LF 488 550 550 586 LONGITUDINAL BAR SHALL BE #5 @ 18" OC * MINIMUM LAP = 1'-6" Exist NORTH 14'Wx8'H RCB (Exist SOUTH 14'x8'H RCB TO BE ABANDONED) Det No. 20 O� L SEE Trans Str TO Exist RCB Aix CONNECTION, Det No. 20 (OPPOSITE SIDE SIMILAR) L2=45.2x' LONGITUTINAL BAR (SEE NOTE 2) a SEE NOTE 6 o — � D BAR CONSTRUCTION a JOINT d w a STANDARD END HOOK TYPICAL CHANNEL TRANSITION SECTION Z A L1=45.24' N \ SAW CUT AND JOIN TO Exist `�•�9 \ , Trap Conc Chnl 6 �2 �HAWKER-CRAWFORD Chnl TRANSVERSE "H" LINE CL CONSTRUCTION JOINT TRAPEZOIDAL CONCRETE CHANNEL TRANSITION STRUCTURE NOT TO SCALE NOT TO SCALE x HAWKER-CRAWPORD o TRAPEZOIDAL CONCRETE CHANNEL TRANSITION STRUCTURE a N THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic012.dgn DRAINAGE DETAIL No. 19 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SB d 15 9.82/11.94 98 310 � //� 0 v 6/20/12 N REGISTERED CIVIL ENGINEER DATE p�oeOPARQSNa�F No �z JUNE 22, 2012 " z 51422 PLANS APPROVAL DATE NO' A >,.6/30/12 THE STATE OF CACLFaFNLA OR /TS OFFICERS P CIVIL OR AGENTS SHALL NOT 5E RESPON5JBLE FOR ST tiP THE ACCURACY OR COMPLETENESS OF ELECTRONIC a of CAF tFa�`� COPIES OF 71'115 PLAN SHEET. AECOMCITY OF FONTANA 999 TOWN AND COUNTRY 5353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 DESIGN DATA LIVE LOAD = 16 K SOIL DENSITY - 110 PCF ALLOWABLE STRESSES: fc=5000 PSI fe=1800 PSI fy=60000 PSI fs=24000 psi NOTES 1. STRUCTURAL CONCRETE SHALL BE CLASS "A" (f'c=5000 psi). 2. ALL LONGITUDINAL BARS SHALL BE SHOWN. PLACE BAR IN BOTTOM SLAB SYMMETRICALLY ABOUT CENTERLINE. PLACE BARS IN WALLS STARTING AT TOP WITH 2" OF CLEAR COVER. 3. CLEAR COVER FOR STEEL SHALL BE 3 INCHES FOR WALLS AND 4 INCHES EACH FACE FOR BOTTOM SLAB. 4. STEEL IS DIMENSIONED TO BACK OF BAR BEND. 5. ALL TRANSVERSE CONSTRUCTION JOINTS SHALL BE IN A VERTICAL PLANE NORMAL TO THE CENTERLINE AND THE SPACING THEREOF SHALL NOT EXCEED 50 FEET OR BE LESS THAN 10 FEET. CONTINUOUS KEYWAYS SHALL BE CONSTRUCTED AS SHOWN IN DETAIL A (THIS SHEET). A COMPLETE CURTAIN OF TRANSVERSE STEEL SHALL BE PLACED 3 INCHES FROM EACH FACE OF THE JOINTS AND LONGITUDINAL STEEL WILL NOT BE CONTINUOUS THROUGH THE JOINT. DOWELS SHALL BE PLACED AT 12 INCHES SPACING CENTERED IN THE MIDDLE THIRD OF THE BOTTOM SLAB AND THE TOP TOP THIRD OF SIDE WALLS. A MINIMUM OF 3 DOWELS PER SLAB AND WALLS SHALL BE PLACED. 6. WEEPHOLES SHALL BE FORMED AS SHOWN IN BOTH WALLS AT A SPACING OF 10 FEET WITH 1 CUBIC FOOT OF FILTER MATERIAL WRAPPED IN FILTER FABRIC PLACED AT EACH HOLE. 7, THE BAR LENGTH SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITIONS. 8, ALL QUANTITIES SHOWN ARE APPROXIMATE. DRAINAGE DETAILS NO SCALE DD -12 PROJECT NUMBER & PHASE 0800000237 LIMITS OF CHANNEL LINING REMOVE & NEW TRANSITION STRUCTURE CHANNEL LINING TRANSITION STRUCTURE (REMOVE & REPLACEMENT) NOT TO SCALE OG w m — 0 -z - Conc ��.."..' aw = #5 x 2'-6" CA 12 Exist DOUBLE CELL �o DRILL AND BOND lli�2 BOX CULVERT CENTER WALL X EPDXY CARTRIDGE INTO 6" DEEP HOLE #4 F > �1 O w � vii Lu H � DRY PACK MORTAR, PLACE 0 AFTER BULKHEAD WALL w W EXTERIOR FORMS HAVE z a #4 Q 12 BEEN STRIPED --� (N) FLOW LINE 2" o D #5 (a 12 B Clr D zo o 'w III C II C –�-- Exist DOUBLE CELL Exist HAWKER-CRAWFORD STRUCTURAL X BOX CULVERT Conc CHANNEL BACKFILL A 90.00'± LIMITS OF CHANNEL LINING REMOVE & NEW TRANSITION STRUCTURE CHANNEL LINING TRANSITION STRUCTURE (REMOVE & REPLACEMENT) NOT TO SCALE OG w m — 0 -z - Conc ��.."..' aw = #5 x 2'-6" CA 12 Exist DOUBLE CELL �o DRILL AND BOND lli�2 BOX CULVERT CENTER WALL X EPDXY CARTRIDGE INTO 6" DEEP HOLE #4 F > �1 O w � vii Lu H � DRY PACK MORTAR, PLACE 0 AFTER BULKHEAD WALL w W EXTERIOR FORMS HAVE z a #4 Q 12 BEEN STRIPED w 2" o D #5 (a 12 Clr D zo X Of Of 2" Conc REMOVAL Q_ Typ V) z a � #5 x 2'-6" CA 12 L� DRILL AND BOND CD EPDXY CARTRIDGE J� ? INTO 6" DEEP HOLE Exist DOUBLE CELL Exist HAWKER-CRAWFORD BOX CULVERT Conc CHANNEL W D a ELEVATION Of SECTION C -C - J NOT TO SCALE o w - a v~i THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic013.dgn #5 CA 12 Dist COUNTY I ROUTE TOTAL PROJECT 1-4O. NO. SHEET 08 SBd /n 15 9.82/11.94 99 310 CL (N) FLOW LINE No'" 0!/ 'l/ 6/20/12 REGISTERED CIVIL ENGINEER DATE FESSIO CL HAWKER-CRAWFORD LINE e° �pARA3- <� NEW Conc CHANNEL JUNE 22, 2012 z = LINING TRANSITION PLANS APPROVAL DATE No. 51422 a A OG STRUCTURE Exp 6/30/12 THE STATE OF CAL 6,A OR ITS OFFICERS OR AGENTS SHALL NOT OT BE RESPONSIBLE FOR sr CIVIL P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP of CALIV +i CORIT5 OF 711,'5 PLAN SHEET. AECOM CITY OF FONTANA B o ISI HAWKER-CRAWFORD STRUCTURAL BACKFILL 999 TOWN AND COUNTRY SIERRA AVENUE LINE ORANGE, CA 92868 FONTONTANA, CA 92335 Exist CHANNEL LINING TO BE REMOVED SECTION A -A NOT TO SCALE NOTE: FOR STATIONING AND DIMENSIONS SEE "TRANSITION STRUCTURE" ON SHEET "DD -12'x. PLAN SECTION D -D NOT TO SCALE 9 12 #4—(A 12 Exist DOUBLE CELL BOX CULVERT NSITION CHANNEL LINING CH THICKNESS OF -- CHANNEL LINING (A 12 Exist CULVERT REINFORCEMENT 90.00'± NEW CHANNEL LINING 2'-0" 2'-0" Min Min SECTION B -B NOT TO SCALE AIn TC Exist CHANNEL LINING L Exist CHANNEL LINING REINFORCEMENT c REMOVAL PROTECT EXISTING REINFORCEMENT AS SHOWN FOR LAP SPLICE W/ NEW CHANNEL LINING REINFORCEMENT. HAWKER-CRAWFORD BULKHEAD TO SEAL ENTRANCE TO SOUTH CELL OF EXISTING BOX CULVERT DRAINAGE DETAIL No. 20 RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES I i I i I i DRAINAGE DETAILS NO SCALE DD -13 PROJECT NUMBER & PHASE 0800000237 x x m W H LL W 2 0 W cc 0 a ■ -\J PLAN (SHAFT NOT SHOWN) FG OR 11 11-1 ES TO BE F\ ininrn > 3" R NO = I D SPUR Min L STEEL REINF 11x4" OC KAW F-RAAAF R. COVER 30 SECTION A -A TABLE OF VALUES FOR M (SEE NOTE 1) T PAVED STREET UNPAVED STREET SECTION MAX MIN MAX MIN A -A " z 51422 2'-10'/2" NEx A 3'-6" C -C 11" 8/2" 16" 15" BORDER LAST REVISED 7/2/2010 E SHAFT PWC 324 RECAST PIPE MH ?" PIPE SEAT JND EDGES INLETS LET Elev APPLIED THIS POINT UND EDGES DETAIL "N" PLAN (RINGS AND COVER NOT SHOWN) SEE NOTE 1 STATION LINE 36" 00 T 18" T 3"R „ STEPS I I L' II I I II I I 4"11 I L+2T-8" I I i OPTIONAL BOTTOM CC'rTlnKI R -R CONCRETE RINGS— PER SPPWC 324 OMIT THIS STEP IN PAVED STREETS 16" FOR PAVED STREETS, In 2'-2" FOR UN -PAVED STREETS HAWKER-CRAWFORD MANHOLE DRAINAGE DETAIL No. 21 USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PSRE\Plans\DGN\80H130ic014.dgn GRADE POINTS, SEE NOTE 5 STREET GRADE (5"X1") RING SEAT w J wm wa 24" `n~ 1 1' 3'-6' T QROFessioNa N ww Qom° QPS c AR4 7 J Ilm o " z 51422 PLANS APPROVAL DATE NEx A a E><0 6/30 /12 THE STATE OF CAC IFORNIA OR /TS OFFICERS P CIVILL aw CCrT InKI r -r ABBREVIATION: SPPWC STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION KIn TCC• ist COUNTY ROUTE T 08 SBd 155 /2 -l/~O OTAL PROJECT I No. ISHEET 9.82/11.94 100 310 N 04__� 6/20/12 REGISTERED CIVIL ENGINEER DATE QROFessioNa Qom° QPS c AR4 JUNE 22, 2012 " z 51422 PLANS APPROVAL DATE NEx A E><0 6/30 /12 THE STATE OF CAC IFORNIA OR /TS OFFICERS P CIVILL OR AGENTS SHALL NOT 5E RESRONS7BLE FOR THE ACCURACY OR COMPLETENESS OFELECTRONIC COPIES OF 71'115 PLAN SHEET. sT a of CAF tFo�`� p AECOM 999 TOWN AND COUNTRY ORANGE, CA 92868 CITY OF 8353 SIERRA �FONTANA, FONTANA AVENUE CA 92335 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10/2" 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', 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' UNLESS OTHERWISE SHOWN. L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 8" FOR VALUES OF H UP TO AND INCLUDING 8' AND 10" FOR VALUES OF H OVER 8' 5. STATIONS OF MANHOLES SHOWN ON PLANS APPLY AT CENTERLINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615, GRADE 40), AND SHALL TERMINATE 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 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 SPPWC 635 OR 636. 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 DIAMTER AND THE MAIN LINE RCP UPSTREAM IS 33" OR LESS). SPPWC 320 OR 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 36" IN DIAMETER. B. SEE SECTION A -A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 8" THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A Min OF 6". C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCE CANNOT BE MAINTAINED, THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUSTI BE USED. 1. PROVIDE A SPECIAL STRUCTURE 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE 12. MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN 13. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN 14. WHERE A MANHOLE SHAFT -36" WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 336 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328 16. WHERE A PRESSURE MANHOLE SHAFT - WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329 17. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 324- MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326- MANHOLE SHAFT - 36" WITHOUT REDUCER 328- PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329- PRESSURE MANHOLE SHAFT - 36" WITHOUT REDUCER 630- 24" MANHOLE FRAME AND COVER 633- 36" MANHOLE FRAME AND COVER 635- STEEL STE 636- POLYPROPYLENE PLASTIC STEP DRAINAGE DETAILS THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I NO SCALE DD -14 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x 0 a Of 0 z a 0 z w Q w 0 a SECTION A -A NOT TO SCALE MANHOLE FRAME A COVER PER SPPWC E MANHOLE SHAFT PER SPPWC 324 5" x 2" PIPE SEAT i i 3'-0" OMIT FILLET G UNDER SHAFT 7 STEPS SECTION B -B NOT TO SCALE STREET GRADE 5'' x 1" RING SEAT BORDER LAST REVISED 7/2/2010 REET GRADE 5'' w J co a w ui B OR C CONCRETE RINGS PER SPPWC 324 z ROUTE SECTION PAVED STREET Max Min UNPAVED Max 0 B -B - 2'-10'/2" - J C -C 11" a X a s` ?ioNa om° QQPAR4S c U V^ V1 UNDER SHAFT 7 PLANS APPROVAL DATE STEPS 0 E><0 6/30/12 SECTION C -C AECOM (SEE NOTE 1) 999 TOWN AND COUNTRY NOT TO SCALE 8353 SIERRA AVENUE ORANGE, CA 92868 CA 92335 �NO BORDER LAST REVISED 7/2/2010 REET GRADE 5'' w J co a w ui B OR C CONCRETE RINGS PER SPPWC 324 SIZE AND SPACING OF STEEL AS SHOWN ON PROJECT DRAWINGS, EXCEPT THAT 5 BARS ON EACH SIDE OF SHAFT SHALL BE NOT SMALLER THAN #5 CA 4" OC OR EQUIVALENT. #5 BARS @ 4" OC 5'-0" LONG B OR C #5 BARS O 4" OC 7'-0'' LONG OF SIZE SHOWN FOR TRANSVE.NSE STEEL, BUT NOT SMALLER THAN #16M (35) BARS, WARP THESE BARS UNDER BARS THAT HAVE BEEN CUT FOR SHAFT OPENING. TABLE OF VALUES FOR M (SEE 24" ROUTE SECTION PAVED STREET Max Min UNPAVED Max 5.. w m B -B - 2'-10'/2" - 3'-6" C -C 11" a 16" 15" N REGISTERED CIVIL ENGINEER DATE QROess ?ioNa om° QQPAR4S c Lu Li OMIT FILLET V1 UNDER SHAFT 7 PLANS APPROVAL DATE STEPS E><0 6/30/12 SECTION C -C AECOM (SEE NOTE 1) 999 TOWN AND COUNTRY NOT TO SCALE 8353 SIERRA AVENUE ORANGE, CA 92868 SIZE AND SPACING OF STEEL AS SHOWN ON PROJECT DRAWINGS, EXCEPT THAT 5 BARS ON EACH SIDE OF SHAFT SHALL BE NOT SMALLER THAN #5 CA 4" OC OR EQUIVALENT. #5 BARS @ 4" OC 5'-0" LONG B OR C #5 BARS O 4" OC 7'-0'' LONG OF SIZE SHOWN FOR TRANSVE.NSE STEEL, BUT NOT SMALLER THAN #16M (35) BARS, WARP THESE BARS UNDER BARS THAT HAVE BEEN CUT FOR SHAFT OPENING. TABLE OF VALUES FOR M (SEE NOTE 1) ROUTE SECTION PAVED STREET Max Min UNPAVED Max STREET Min B -B - 2'-10'/2" - 3'-6" C -C 11" 8/2" 16" 15" PLAN (SHAFT NOT SHOWN) NOT TO SCALE LINE •• A •• MANHOLE TO CONCRETE BOX STORM DRAIN DRAINAGE DETAIL No. 22 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic015.dgn THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE C 2 3 IS IN INCHES I Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SSB,d 15 9.82/1 1 .94 101 310 0 v 6/20/12 N REGISTERED CIVIL ENGINEER DATE QROess ?ioNa om° QQPAR4S c JUNE 22, 2012 " z51422 PLANS APPROVAL DATE NO' A E><0 6/30/12 THE STA 7E OF CAC IFOFNIA OR /TS OFFICERS P CIVIL OR AGENTS SHALL NOT 5E RESRON57,5 E FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC of CAL IVa�'�p COPIES OF 71'115 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY ��FONTANA, 8353 SIERRA AVENUE ORANGE, CA 92868 CA 92335 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. 2. STATIONS OF MANHOLES SHOWN ON PLANS APPLY AT CENTERLINE. LINE OF SHAFT ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT. 3. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615 GRADE 40) AND SHALL TERMINATE 11#2" CLEAR OF CONCRETE SURFACES UNL�SS OTHERWISE SHOWN. 4. STEPS SHALL CONFORM TO SPPWC 635 OR 636 UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 14" TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" ABOVE INVERT. 5. MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 6. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 7. WHERE MANHOLE SHAFT - 36" WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 326. 8. WHERE PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328. 9. WHERE PRESSURE MANHOLE SHAFT - 36" WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329. 10. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36" WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 36" WITHOUT REDUCER 630 24" MANHOLE FRAME AND COVER 633 36" MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP DRAINAGE DETAILS NO SCALE DD -15 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 w J H oa x STEPS - SEE Ln NOTE 3 O In A� Z r w w 0 CC > o CO PIPE RAIL p w H_ SEE NOTE 6 `l1 >w 0 L) U z DETAIL "A" o a w Ln06 w C) F-- Ln 06 o 0 H- ,' o 0 0 o co a `n cl M D z Q 0 o N U COUPLING– z ao= H �: N In H I— N of B Q N M-11111111 mmmvvlqm PRECAST ROOF SLAB cr ROUTE W No. w om w > m Z O Q < Q� � w w �z Y Z J H O w O JUNE 22, 2012 No. 51422 " 0 a w V, w o z x aw = D' ¢ N `-- NOTE 3 0 p c� Lu � J w STEPS ARE x 0 o THROUGH Lu ~ Q N M-11111111 mmmvvlqm PRECAST ROOF SLAB W W 1 1/2 I 2..x6.. GROUT HOLE INSIDE DIAMETER ROUGHEN SURFACE LIGHT WEIGHT METAL SLOPE 1.0% I INSERTS. TYPICAL FOR ROOF AND FLOOR SLABS. JOINT DETAILS GROUT RAIL IN PLACE PER NOTE 7 VERTICAL SECTION #5G6" OC TYPICAL TOP & BOTTOM OF SLAB 11/2" GROUT 4-#5 HOLES FOR FLOOR SLAB DIAGONALS 1 24" 1 It L= 2'-9" BORDER LAST REVISED 7/2/2010 I SECTION A -A TYP 1 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic016.dgn SYMMETRIC ABOUT �-4 1_ PLACE DIAGONAL 4-#5 DIAGONALS I TOP & BOTTOM L= 4'-3" SECTION B -B REINFORCEMENT DETAILS FOR FLOOR AND ROOF SLABS MANHOLE SHAFT SAFETY LEDGE DRAINAGE DETAIL No. 23 Dist cr ROUTE W No. w N z Z O Q z J w O_ Qom° QPAR4S c r Z m O JUNE 22, 2012 No. 51422 " 0 z w E><0 6/30/12 Z o -- CITY OF FONTANA ul D' S E E LJ `-- NOTE 3 0 p c� Lu J w STEPS ARE 00 } CONTINUOUS H- o THROUGH Lu ~ SHAFT ¢ Z v1 O_ O ~ a U x O F J o_ r w U 0 Q PRECAST x FLOOR SLAB U-1 W W 1 1/2 I 2..x6.. GROUT HOLE INSIDE DIAMETER ROUGHEN SURFACE LIGHT WEIGHT METAL SLOPE 1.0% I INSERTS. TYPICAL FOR ROOF AND FLOOR SLABS. JOINT DETAILS GROUT RAIL IN PLACE PER NOTE 7 VERTICAL SECTION #5G6" OC TYPICAL TOP & BOTTOM OF SLAB 11/2" GROUT 4-#5 HOLES FOR FLOOR SLAB DIAGONALS 1 24" 1 It L= 2'-9" BORDER LAST REVISED 7/2/2010 I SECTION A -A TYP 1 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ic016.dgn SYMMETRIC ABOUT �-4 1_ PLACE DIAGONAL 4-#5 DIAGONALS I TOP & BOTTOM L= 4'-3" SECTION B -B REINFORCEMENT DETAILS FOR FLOOR AND ROOF SLABS MANHOLE SHAFT SAFETY LEDGE DRAINAGE DETAIL No. 23 Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SSB,d 15 9.82/1 1 .94 1 02 310 0 v 6/20/12 N REGISTERED CIVIL ENGINEER DATE QROFessiaNa Qom° QPAR4S c JUNE 22, 2012 No. 51422 " PLANS APPROVAL DATE 0 A E><0 6/30/12 THE STATE OF CAZIFOFNIA OR /TS OFFICES PR CIVIL OR AGENTS SHALL NOT 5E RESPONSIBLE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC a� of CAL IVa�'�p COPIES OF 71'115 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 NOTES 1. MANHOLE SHAFT SAFETY LEDGE WILL BE NOTED ON THE PLANS WHEN REQUIRED. IT IS TO BE CONSTRUCTED WHEN DEPTH OF MANHOLE TO INVERT IS GREATER THAN 20' AND MANHOLE SHAFT IS GREATER THAN 10'. 2. A SAFETY LEDGE SHALL NOT BE USED IF A PRESSURE MANHOLE IS REQUIRED. 3. STEPS SHALL CONFORM TO SPPWC 635 OR 636 AND SHALL BE ANCHORED 4" IN THE WALL OF THE STRUCTURE. STEPS SHALL BE PLACED TO MATCH THE SPACING OF THE MANHOLE SHAFT. 4. REINFORCEMENT SHALL BE PER ASTM A 615 GRADE 40 AND SHALL TERMINATE 2" CLEAR OF CONCRETE SURFACE UNLESS OTHEWISE SHOWN. 5. GROUT HOLES PIPE AND FITTINGS SHALL BE PROVIDED IN THE FLOOR SLAB. PRESSURE GRbUTING SHALL BE USED TO FILL VOIDS AND TO SECURE UNIFORM BEARING. THE GROUT SHALL BE NEAT CEMENT GROUT AND GROUTING PRESSURES SHALL BE AS DETERMINED IN THE FIELD BY THE ENGINEER. 6. PIPE RAIL SHALL BE FABRICATED OF 1 1/4" STANDARD GALVANIZED PIPE COMPOSED OF TWO SECTIONS 7'-6" & 18" IN LENGTH JOINED BY A GALVANIZED COUPLING. THE COUPLING SHALL BE THREADED A MINIMUM OF 2" ON EACH PIPE LENGTH. 7. ROOF AND FLOOR SLABS SHALL BE PRECAST AND KEYED FOR REINFORCED CONCRETE PIPE SECTIONS AS SHOWN. ALL JOINTS SHALL BE FILLED WITH CLASS C MORTAR AND NEATLY POINTED OR WIPED ON THE INSIDE. 8. 72" RCP SHALL BE PROVIDED WITH TWO CIRCULAR CAGES OF REINFORCEMENT. 9. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36" WITHOUT REDUCER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. RELATIVE BORDER SCALE C 2 3 IS IN INCHES I DRAINAGE DETAILS NO SCALE DD -16 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 X 0 Cra z W J Q LL 0 W 0 U z 0 W z 0 a 0 e\ �\ Grp o� <„e ego //JPe 'c� i / ce CDep\e CURVE DATA A / ok �eC` �(p�.to O© © / // / 1��pv� Kp� // /coJj9 Qe eO< p R = 250' R = 243.25' R = 223.31'± A = 28°54'22” A = 11 °37'44" A = 18°47'36"± T = 64.44' T = 24.77' T = 36.95'± L = 126.13' L = 49.37' L = 73.25'± �\� / �<\ e o\\ Existing Double Box Center Wali ist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 103 310 /� C _;14dA 6,20„2 / it ROFESS1 REGISTERED CIVIL ENGINEER DATE oe Nay ROBERT C. FISH JUNE 22, 2012 S 3674 PLANS APPROVAL DATE No. Exp1Z/31II3 THE 5747E OF CALIFORN/A OR 175 OFF/CER5 OR AGENTS SHALL NOT BE 17ESPON5JBLE FOR THE ACCURACY OR COMPL ETENE55 OF ELECTRONIC CORES OF THIS PLAN 51,1EE7. sT ar OF C4Lip AECOM C�3i j L�7 � 3�Pi L��L1 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONI-ANA, CA 92335 INDEX TO PLANS SHEET No. TITLE DD -17 RCP TRANSITION JUNCTION STRUCTURE DD -18 CROSS-SECTION TRANSITIONS DD -19 MISCELLANEOUS DETAILS STANDARD PLANS DATED MAY. 2006 No Demo required // % / / Continue New Wall into Existing South Cell Al OA Al OB C.5- / " Box Culvert I D-80 1+00 Line A" = CL I ^ �_/ N90000'00''E 1 i D-81 Deta i I "B" _ � D-82 Exist Double Cell Box Detail "A" 1+26.13 EC A A New Single Cell Box B D80 E �Gy B See Note 4 C 6.75 Rt, Line "A'' Sto 75.39± PCC Exterior Face of Wall i E / //� / Existing Double Box South Exterior Wall x�Partial Demo Requiredle BOX Culvert Detail „C„ J trct t� e S n9 RCg r Ear Cove END TRANSITION (ACTUAL) 5 ucitlon �Z MoOmum or Trans 10 J1 C I /i / 0+00.00 BC I END TRANSITION (THEORETICAL) Line "A'' Sto 78.30 (CORNER) Exist Double Box PLAN Line "A'' Sto 75.39 (THEORETICAL) Southern Cell 1"= 10' BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R°\FONT0801 1-15 Duncan PS&E\P1ans\DGN\80H130ic017.dgn RCB TRANSITION JUNCTION STRUCTURE DRAINAGE DETAIL No. 24 RELATIVB BORDER SCALE IS Ii" INCHES C 2 3 UNIT 2232 ABBREVIATIONS SYMBOLS CAST -IN-PLACE REINFORCED CONCRETE SINGLE BOX CULVERT CAST -IN-PLACE REINFORCED CONCRETE DOUBLE BOX CULVERT CAST -IN-PLACE REINFORCED CONCRETE MISCELLANEOUS DETAILS STANDARD PLAN SHEET NO. DETAIL NO. Notes: 1. The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 2. For "Section A-A","Section B-B","Section C -C" & "Section D -D", see DD -18 sheet. 3, For "Section B -B -Partial", "Section E -E", "Deta i t A", "Detail B" & "Detail C" see DD -19 sheet. 4. Contractor shall construct the Box Culvert per the Details & Tablesprovided in Standard Plan D-80 based on the "Maximum Earth Cover" over the Top Slab. Where the Maximum Earth Cover exceeds 20 ft, Roof, Wall & Invert Thickness shall be 16 Reinforcing shall be as required in the Table for a 10'(H) x 12'(W) with 20 Maximum Earth Cover. At Transitions, this shall be applied for the entire length of the Transition. DRAINAGE DETAILS N AS SHOWN PROJECT NUMBER & PHASE DD -17 0800000237 X X m 0 U U w W H LL W 2 (9 W (7 a CE Exist Double Box Culvert_ 14'-0"± 14'-0"± --------- ---------- I--------��--------� I I I lil I I +i I ISI I 00 - - -- - -- - -- I i I I I ISI I I Existing Typ Hawker -Crawford Channel Double 14'x 8' Standard Box CE Exist Double Box Culvert New Wall - Tie into Existing Center Wall as Center Cell varies to 0', BORDER LAST REVISED 7/2/2010 T I I li I II I I I l SECTION A -A 1/4" = 1 -0„ Single 12'x 10' Standard Box Limit of Partial Removal of (E) Double Box Culvert Junction Structure /1—Transition tial Removal of (E) Double Box rert South Wall, Soffit and Invert Single Box Culvert 12' x 10' RCB See Note 4 on DD -17 sheet +1 0 00 0 Begin Merge of New Single Box Begin Demo of Existing South Cell into Existing South Cell SECTION B -B USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\P1ans\DGN\80H130ic018.dgn 1/4" = 1 '-0-- X -0„ CE Exist Double Box Culvert II I II II I End of Split for Line A 8 Max 28'Width of Cell Double Non -Standard Box W=14'& 28' COUNTY I ROUTE TOT 08I SBd 15 9.82/11.94 I 104 310 c 6/20/12 REGISTERED CIVIL ENGINEER DATE oeR°FEss�aNA _h ROBERT C. FISH JUNE 22, 2012 No. S 3674 PLANS APPROVAL DATE A THE STATE OF CAC lFORNIA OR 'T,5 -OFFICERS Exp. -31/13 OR AGENTS SHALL NOT 5E RE5PON579CE FOR s'q, '%P AECOM ICITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 SECTION C -C CC Exist Double Box Culvert 1 n, -n„+ I� II I II II �I II I II II unction Structure ronsition Continue as Existing Q Double 14'x 8'Stondard Box N �o o� �o SECTION D -D ;o 00 W W 0. 00 aJ a F W a � oO DRAINAGE DETAILS wo AS SHOWN DD -18 �o o RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000237 X X w W H LL W 2 0 W cc 0 a Limit of Partial Removal of (E) Double Box Culvert o (E) Top Slab Reinforcement to remain & extend to Opposite Face of New Wall w/ O o Std Hook, As Shown or extend 2'-0" min into 10 New Top Slab where Height of New Box °'ice decreases to Height of Exist Box Greenstreak Lockstop o 0 Waterstop or equal \ >+- #5 }\% 77 #5 Each Bend Partial Removal of //,--South Double Box Culvert –---------� I � I I South Wall, Soffit and Invert I I Paving Notch D80 I I I I I I I I I Paving Notch D80 j I - Inverted I I I (E) Bottom Slab Reinforcement I I to remain & extend 2'-0" min into I I New Bottom Slab I I I I I I 2'-0Thicken Slab as required min to provide min Rebar Cover Greenstreak Lockstop Invert Elevation for New Box is not required Waterstop or equal to match (E) Box Invert elevation except CA End of Transition, see "Section D -D". Construct New Box Culvert to Elevation & Profile shown on DP -12 sheet. SECTION B -B - Partial BORDER LAST REVISED 7/2/2010 /2" = 1 '-0.. End Transition rJuNe Box Culvert Existing Box Culvert ction Structure Greenstreak Lockstop Waterstop or equal\ (E) Top Slab 1 +1 • • • • • • 2'-0" min (E) Top Slab Reinforcement to remain & extend 2'-0" min into New Top Slab Interior Face of New Box Culvert shall match Interior Face of (E) Box Culvert SECTION E -E 1" = 1'-0" (Top Slab Shown, Bottom Slab Similar) USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\P1ans\DGN\80H130ic019.dgn 91/2" Top Slab 10" Bot S I ob Gel v�Je<�� G S°v' e0* Jaye �o #5 Each Bend, Tot 2, 1 Limits of Removal for Top Slab, Invert Slab & Exterior Wall of (E) Culvert Dist COUNTY ROUTE TOTAL PROJECTNo. SHEET 08 SBd 15 9.82/11.94 1 05 310 �p Grp G "/2"/12 REGISTERED CIVIL ENGINEER DATE oeR°FEss�aNA _h ROBERT C. FISH JUNE 22, 2012 " No. S 3674 PLANS APPROVAL DATE A THE STATE OF CAC lFORNIA OR lTS- OFFICERS Ex1.12/31 /13 OR AGENTS SHALL NOT 5E RE5PON5TBCE FORsr THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrF pF CAL IF�w COPIES OF THIS PLAN SHEET. ��(E) Exterior Wall AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE 6" max New Wall ORANGE, CA 92868 ��FONTANA, CA 92335 LOL R = 256.75' Line "A" Ste 78.30 �(E) Horiz Wall Reinforcement to remain & extend to Opposite Face of New Wall w/ a Std Hook, As Shown Junction Structure Single Box Culvert Transition 12' x 10'RCB with 10' Maximum Earth Cover New Box Culvert DETAIL "A" 1/4' = 1 - 0' Ok Single Box Culvert Junction Structure GeGv�Je< o; Transition Varies 10'H x 12'W to ONP So / + 8'H x 14'±W. Top Slab shall have a �e Constant Slope in relation to Bottom �E30 Paving Notch Slab to transition from 10'H to 8'H. (0 1 L Use Conc & Reinf Properties from Table 45�± �� for 8'H x 14'W Box with 10' Maximum Low Strength Concrete Fill Earth Cover throughout Length of Thicken New Wall 6"+ Junction Structure to conform to Face of (E) Wall T W.P. = Intersection of / New WalI LOL w/ Face ro of (E) Interior Wall ,0 W.P. = Intersection of New NC� Well LOL w/Opposite face of (E) Interior Wall i (E) Interior Wall o� X OJ o) . / ZA' i r Y DETAIL "B" 3/6" = 1 -01, LOL R = 280.5'± ``—Limit of Paving Notches Top & Bottom New Wall Utility Opening - Wall, Similar 2'-8" Square Opening, Bot of Opening to match Invert Elev RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 End Transition New Box Culvert Existing Box Culvert Junction Structure N Q �N Greenstreak Lockstop 2'-0" min o� Waterstop or equal Interior Face of New Box Culvert (E) Exterior WalI shall match Interior Face of (E) N" I Box Culvert ^ +1 _ o rb m 0. ----- — a � a DETAIL "C" DRAINAGE DETAILS =? 0 0 N AS SHOWN DD -19 --Zao �o RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 NOTES: 1. FOR ALLOWABLE ALTERNATIVES FOR AP, SEE "AP ALLOWABLE PIPE MATERIAL TABLE". 2. ALL PIPE JOINTS ARE STANDARD JOINT TYPE. 3. FOR BIO-SWALE QUANTITY, SEE ROADWAY PLANS. AP ALLOWABLE PIPE MATERIAL DESCRIPTION TYPE RCP HDPE RIBBED PVC CSP TYPE C TYPE S RIBBED SIZE SIZE SIZE SIZE SIZE SIZE THICK 18'' AP 18" 18" 18" 18" 18" 18" 0.109" 24'' AP 24'' 24" 24'' 24" 24'' 24" 0.109" 36'' AP 36" NA 36'' NA NA 36'' 0.109" 42" AP 42" NA 42" NA NA 42'' 0.138" DRAINAGE QUANTITIES ABBREVIATIONS: HDPE- HIGH DENSITY POLYETHYLENE SGD- STANDARD GUTTER DEPRSSSION NA- NOT ALLOWED w/ - WITH Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SSBd 15 9.82/1 1 .94 1 06 310 //� 0 v 6/20/12 N44, REGISTERED CIVIL ENGINEER DATE QRO?essioNa ROCK SLOP Qom° QPAR4S c No �z JUNE 22, 2012 " zo. 51422 PLANS APPROVAL DATE NEx A Exp.6/30/12 711E 57A7E OF CALIFORNIA OR 175 oFF1cERs a CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC a OF CAL I--�`� p COPIES OF 71'115 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 x a _` (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. 0 w. a �V BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130id001.dgn DRAINAGE QUANTITIES DQ -1 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I. I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 FRAME, ROCK SLOP GRATE & PROTECTION RCP AP COVER w J w l0 O Oo O O H W > I J 2 z m _ Oo W U U J U Ld Q O _ Z z LL]~ N J D U 00 D- W a W o_ ^ a Ld C1 z z F '--' Z w W Li x m m z 0- H- w a Z DESCRIPTION STATION w o Lu W O z a O W W J w H- Z N - W m W a W Z a O ~ J z w W z = Ln Y O O Z 0_ Lu > Jui W Z j m0 U U x z to W W U = 2 U W J .-� z Q F-^ W N Z 0 x Y Y O_ Q z N z H- w z Z a z o L 0 O_ N v U U U y V7 Ln Q a } Z U m m U OU _ CL U U O c _ I Of W w Z a ¢ m J 0 d N z 0_ cn W W H- W W W Z O Q m u O � z 0 .- N v c0 - N M " m w Q C7 N w N LdLn N v � x x 0 U H W W W W W W > > N > > > D U IY J Ll z a c 1 .. - z D W 2 U (0 0 c� a c7 a c0 a O O D O O 0 m z a o z 0 z U o w w OL a o a u Fr m OE m a H- c a U c = _ _ z z Z z z z z z z w w o Q w w w m Q a to .- - a U m � r = H H N a Of v v w m w m x U l0 M O = -J 0_ o U v i0 00 N M v N I� 00 v i0 N N M Q w 2 Q Q Q Ll N N 0_ < EA EA EA LF CY LF LF CY CY LB CY LB EA EA EA SQYD CY EA EA EA EA LF LF TON SOYD EA LF LF LF LF LF LF LF LF o 0 LF D-2 1 a 1 REMOVE CHECK DAM "Rte 15'' 558+37.18 D-2 1 a b 1 REMOVE CHECK DAM TO b D-4 c 1 REMOVE CHECK DAM "R-2" 586+34.40 D-4 c d 1 REMOVE CHECK DAM d e 1 REMOVE CHECK DAM e f 1 REMOVE CHECK DAM f g 1 REMOVE CHECK DAM g h 1 REMOVE CHECK DAM h i 2.8 REMOVE HW i 80.6 37.5 Abn 48" CMP K 2.8 REMOVE HW k D-1 1 2.75 JS E D-1 I m 2.70 RECTANGULAR Conc Chn1 m n 4.46 TYPE B WW n D-1,2 0 217.4 48" RCP D-1,2 0 D-2 p 3.97 435 1 4.4 JS A w/ MH SHAFT D-2 p q 466.8 42" AP q r 6.20 435 1 JS A w/ MH SHAFT r s 352.7 36" AP s t 3.01 326 1 7.5 G2 DI t u 167.2 36" AP u v 4.29 326 1 8.2 G2 DI V w 321.8 36" AP w x 2.11 435 1 5.6 JS A w/ MH SHAFT x D-2,4 y 353.5 24" AP D-2,4 y D-4 z 4.24 326 1 8.7 G2 DI D-4 z as 39.3 24" AP cc bb 1.41 435 1 3.9 JS A w/ MH SHAFT bb cc 39.2 24" AP cc dd 1.43 326 1 5.2 G1 DI dd ee 120.79 RECTANGULAR Conc Chn1 ee 8 5.6 80.6 37.5157.36 3044 4 4 13.9 217.4 432.0 841.7 466.8 SHEET TOTAL x a _` (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. 0 w. a �V BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130id001.dgn DRAINAGE QUANTITIES DQ -1 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I. I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 08 SSB,d 15 9.82/1 1 .94 1 07 310 N 0 v 6/20/12 essio REGISTERED CIVIL ENGINEER DATE QRO ?Na om° QQPAR4S c JUNE 22, 2012 " z51422 NO' A PLANS APPROVAL DATE E o 6/30/12 7HE 5TA7f OF CALIFORNIA OR oFF1cERs a sT CIVIL 075 OR AGENTS SHALL NOT 5E RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC a� OF IVa�'�p COPIES OF 71'115 PLAN SHEET. CAL AECOM 999 TOWN AND COUNTRY CITY OF FONTANA 8353 SIERRA AVENUE 0 ° CC w > w DRAINAGE QVAN0I0IE ORANGE, CA 92868 FONTANA, CA 92335 > w FRAME, ROCK SLOP a GRATE & PROTECTION RCP AP � COVER w J w l0 O 00 m O w >J > I U 2 z m _ 00 W U U > J U Ld Q O _ Z Z � ~ N J D U xx O- W d w 0- Q Ld z z p W x m m z w 0- H- w Q Z DESCRIPTION STATION w o Lu W O Z Q O W W J w H- Z n o W m a w Z a O ~ J z w W Z = Ln Y O O Z 0_ Lu > Jui W Z j 0O U U = z N W W U= 2 U W J .-� z Q F-^ W N Z O = Y `1 O_ Q z ~i1 ~ z w Z Z Q z o w u O_ N v U U U y V7 Ln Q a } Z U m m U OU _ CL U U O c _ I Of W w M. m w Z Q Q m J p o_ V1 D o_ W ul W W W >> W H- N> W W > W > z O O Q m c> w O z O •- U N IY v c0 H- N M Q J m w Q C7 w z 0 Q V) U N F 0 - w z D_ x 2 W O U 2 W W W U (0 0 > CD c7 c0 O O O O O z o p O w w OL .. r 0 c..1 v Q Q Q o m m Q Q Q m m Q z z ,n o 0- 0- � OL u m m Q H- Q c = , Z Z Z W W O Q W W W m Q Q to .- - Q U m � r = H H V1 Q w q v W W = U lD M O = -J O_ O U V iG 00 N M v N I� aD V lG N N M Q QQ Q N N JLF of EA EA LF CY LF LF CY CY LB CY LB EA EA EA SQYD CY EA EA EA EA LF LF TON SOYD EA LF LF LF LF LF LF LF LF V)EA aw UD U U D-2 1A a 2.8 24" AP "Rte 15" 560+72.37 D-2 1A a o b 0.41 236 1 1 4.7 4.2 GCP DI w/ DEBRIS RACK CAGE TO b C 0.64 Conc APRON "R-2" 578+07.75 c D-2 4 d BIO-SWALE D-2,4 d w v� W J o W D-1 2 a 23.0 REMOVE TRAPEZOIDAL Conc Chn1 "R-2" 558+23.96 TO D-1 2 a 2 b 287.0 REMOVE "V" Conc Chnl "R-1" 577+82.49 b z c 0.9 REMOVE PART OF Conc HW c W D-2 d 4.8 REMOVE 3' X 6' RCB D-2 d z e 1.1 REMOVE PART OF Conc HW e f 1 IREMOVE CHECK DAM f D-3 g 1 REMOVE CHECK DAM D-3 g h 2.2 REMOVE HW h 1 81.2 21.3 Abn 36" CMP Z 2.2 REMOVE HW D-1 k 14.31 TYPE B WW D-1 k a 1 23.4 3773 3'x6' RCB Of 0n D-2 m 4.27 Trans Str B D-2 345.1 36" RCP o 2.69 326 1 7.1 G2 DI p 487.0 36" RCP o q 2.92 580 2 8.0 GD1 DI In D-2,3 r 546.7 36" RCP D-2,3 D-3 S 1.95 STRAIGHT HW D-3 t 14.3 4.9 RSP u 4.41 26.8 HMA OVERSIDE DRAIN ov BIO-SWALE w 14.3 4.9 RSP w x 7.6345.9 HMA OVERSIDE DRAIN x Q z 0 J 2 321.2 81.2 21.3 27.191142 23.4 3773 3 1 28.6 9.8 1 12.0472.7 1383.5 2.8 SHEET TOTAL (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. DRAINAGE QUANTITIES w. N DQ -2 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 a Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 08 SSB,d 15 9.82/11 .94 108 310 N 0 v 6/20/12 essio REGISTERED CIVIL ENGINEER DATE QRO ?Na om° QQPAR4S c JUNE 22, 2012 " z51422 NO' A PLANS APPROVAL DATE E o 6/30/12 7HE 5TA7f OF CALIFORNIA OR 7Ts oFF1cERs a sT CIVIL OR AGENTS SHALL NOT 5E RESRON57BLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC a� OF IVa�'�p COPIES OF 71'115 PLAN SHEET. CAL AECOM 999 TOWN AND COUNTRY CITY OF FONTANA 8353 SIERRA AVENUE 0 ° CC w > w DRAINAGE QUAN0I0IE ORANGE, CA 92868 FONTANA, CA 92335 > w FRAME, ROCK SLOP a GRATE & PROTECTION RCP AP � COVER w J w l0 O 00 m O w >J > I U 2 z m _ 00 W U U > J U Ld Q O _ Z Z � ~ N J D U xx O- W d w 0- Q Ld z z p W x m z w 0- H- w Q Z DESCRIPTION STATION w o W W O z Q O W W J w H- Z to o W m a w Z a O F -W J z w Z = Ln Y O O Z 0_ Lu > Jui W Z j 0O U U = z N W W U= 2 U W J .-� z Q F-^ W N Z O = Y `1 O_ Q z ~i1 ~ z W Z Z Q z o w u O_ N U U U U y V7 Ln Q a } Z U m m U OU _ CL U U O c _ I Of W w M. m w Z Q Q m J p o_ V1 D o_ W ul W W W >> W H- N> W W > W > z O O Q m U w O z O .- U N IY v c0 H- N M Q J m w Q C7 w z 0 Q V) U N F 0 - w z D_ x 2 W O U 2 W W W U (0 0 > CD c7 c0 O O O O O z o p O w W OL .. r 0 c.-1 v Q Q Q om m Q Q Q m m Q z z � o 0- 0- � OL U m m Q H- Q c = , Z Z Z W W O Q W W W m Q Q to .- - Q U m � r = H H V1 Q q v W W = U lD M O = -J O_ O U V i0 00 N M v N I� aD V l0 N N M Q QQ Q w N N JLF of V)EA EA EA LF CY LF LF CY CY LB CY LB EA EA EA SQYD CY EA EA EA EA LF LF TON SOYD EA LF LF LF LF LF LF LF LF aw UD = U D-1 2A a 0.66 JS D "R-2" 558+57.76 TO D-1 2A a o b 6.8 24" AP "R-2" 558+69.66 b c 0.41 236 1 4.5 4.0 GCP DI c d 0.64 Conc APRON d w v� W J LL Z W o 2 D-4 3 a 0.50 JS D "R-3" 586+39.34 TO D-4 3 a z b 95.8 24" RCP "Rte 15" 606+32.35 b W c 0.41 236 1 1 5.9 5.4 GCP DI w/ DEBRIS RACK CAGE c zccd 0.64 Conc APRON d D-4-6 e BIO-SWALE D-4-6 e Z D-3 4 a 1 REMOVE CHECK DAM "D" 601+03.52 TO D-3 4 a b 1 REMOVE CHECK DAM "Rte 15" 601+83.76 b a c 1 REMOVE CHECK DAM c Of D-5 d 1 REMOVE CHECK DAM D-5 d Ln e 1 REMOVE CHECK DAM e a f 1 REMOVE CHECK DAM f g 1 REMOVE CHECK DAM g o h 1 REMOVE CHECK DAM h i 1 REMOVE CHECK DAM i 1 REMOVE CHECK DAM D-6 k 1 REMOVE CHECK DAM D-6 k d D-3 1 0.33 JS D D-3 I o I m 1 1 108.3 24" AP m n 0.41 236 1 1 5.1 4.6 GCP DI w/ DEBRIS RACK CAGE n 0 0.64 Conc APRON o Z 0 3,5,6 p BIO-SWALE D-3,5,6 p o J 11 4.64 708 3 2 95.8 15.5 115.1 SHEET TOTAL (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. DRAINAGE QUANTITIES w. N DQ -3 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 a USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES O 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 08 SSB,d 15 9.82/11 .94 109 310 N 0 v 6/20/12 essio REGISTERED CIVIL ENGINEER DATE QRO ?Na om° QQPAR4S c JUNE 22, 2012 " z51422 NO' A PLANS APPROVAL DATE E o 6/30/12 7HE 5TA7f OF CALIFORNIA OR 7Ts oFF1cERs a sT CIVIL OR AGENTS SHALL NOT 5E RESRON57BLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC a� OF IVa�'�p COPIES OF 71'115 PLAN SHEET. CAL AECOM 999 TOWN AND COUNTRY CITY OF FONTANA 8353 SIERRA AVENUE 0 ° CC w > w DRAINAGE QUANTITIES ORANGE, CA 92868 FONTANA, CA 92335 > w FRAME, ROCK SLOP a GRATE & PROTECTION RCP AP � COVER w J w l0 O 00 m O w >J > I U 2 z m _ 00 W U U > J U Ld Q O _ Z Z � ~ N J D U xx O- W d w 0- Q Ld z z p W x m z w 0- H- w Q Z DESCRIPTION STATION w o Lu W O z Q O W W J w H- Z n o W m a w Z a O F -W J z w Z = Ln Y O O Z 0_ Lu > Jui W Z j 0O U U = z N W W U= 2 U W J .-� z Q F-^ W N Z O = Y `1 O_ Q z ~i1 ~ z w Z Z Q z o w u O_ N U U U U y V7 Ln Q a } Z U m m U OU _ CL U U O c _ I Of W w M. m w Z Q Q m J p o_ V1 D o_ W ul W W W >> W H- N> W W > W > z O O Q m U w O z O .- U N IY v c0 H- N M Q J m w Q C7 w z 0 Q V) U N F 0 - w z D_ x 2 W O U 2 W W W U (0 0 > CD c7 c0 O O O O O z o p O w w OL .. r 0 c..1 v Q Q Q om m Q Q Q m m Q z z � o 0- 0- � OL U m m Q H- Q c = , Z Z Z W W O Q W W W m Q Q to .- - Q U m � r = H H V1 Q q v W W = U lD M O = -J O_ O U V iG 00 N M v N I� aD V lG N N M Q QQ Q w N N JLF of V)EA EA EA LF CY LF LF CY CY LB CY LB EA EA EA SQYD CY EA EA EA EA LF LF TON SOYD EA LF LF LF LF LF LF LF LF aw UD = U D-2 5 a 3.6 REMOVE HW "Rte 15" 565+39.72 D-2 5 a o b 32.1 REMOVE 36" CMP b > m w � W D-2 6 a 2.6 REMOVE 8" CSP "R-2" 569+29.65 D-2 6 a H b 1.77 326 1 1 1 1 1 5.01G2 DI b o W c 18.8 24" AP c 2 d 1.87 326 1 5.4 G2 DI d z e 72.6 24" RCP e W z D-2 7 a 18.4 REMOVE 24" CMP "R-2" 570+94.19 D-2 7 a b 1.64 326 1 4.5 G2 DI b c 0.851 1 1 1 Conc APRON c d 140.8 24" AP d e 1.62 326 1 4.4 G2 DI e Z f 0.85 Conc APRON f 0 9 21.8 24" AP 9 a h 1.79 326 1 5.1.G2 DI h O 0 0.85 IConc APRON i N 78.9 24" RCP a D-2 8 a 0.41 236 1 3.2 2.7 GC P DI "R-1" 560+78.81 TO D-2 8 a o b 0.64 Conc APRON "R-1" 560+78.78 b c 12.7 24" AP c d 0.43 JS D d d D-2 9 a 1.11 is C "Rte 15" 561+64.56 D-2 9 0 o b 22.8 24" AP TO b c 2.39 580 2 6.2 GD1 DI "R-1" 561+91.76 c d 15.0 24" RCP d Z e 2.22 580 2 5.6 GD1 DI e o 11 J 3.6 53.118.44 3026 11 9 1 1 1 1 1, 166.5 3.2 216.9 SHEET TOTAL (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. DRAINAGE QUANTITIES w. N DQ -4 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES O 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x o D W ¢ LL. 0 W � V W z Q Z 0 v ®nAINAGE QUANTITIES Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SB,^d 15 9.82/11.94 1 10 310 4' op'o'- 6/20/12 '11 ROFESsfo REGISTERED CIVIL ENGINEER DATE e aq ROCK SLOPE ems° p P ARgs 1 Cyi �Q � p JUNE 22, 2012 ' 51422 PLANS APPROVAL DATE651422 No. o A Exp. THE STATE OF CALIFORNIA OR ITS OFFICERS CIVIL OR AG/30/14 ENTS SHALL NOT BE RESPONSIBLE FOR ST THE ACCURACY 09 COMPLETENESS OF ELECTRONIC q)F of CALW�P�lP COP/E5 OF THI5 PLAN 5H, -CT. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA ORANGE, CA 92868 , CA 92335 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. 0 W 1 a� BORDER LAST REVISED 7/2/2010 USERNAME =>LAN Engineering DGN FILE => R�AFONT0801 1-15 Duncan PS&E\Plans\DGN\80W 30id005edgn RELATIVE BORDER SCALE IS IN INCHES z s UNIT 2232 DRAINAGE QUANTITIES DO -5 PROJECT NUMBER & PHASE 0800000237 FRAME, ROCK SLOPE GRATE & PROTECTION RCP AP COVER � w J W x Ld c0 O x O O 13� > Ld J U Z � _ O O W U U > J ULd Q O _ z 12� 1--J U x0 CL W W O z z Z lwi V) w x m ^ H a T � W � .-, z ~z o m ? m w w v v a DESCRIPTION STATION w o W W O Z Q 0W W J W H Z V) J W .-. (7 Q U Z c O � U U) Z H W W x Z V) Y O O Z cr > o ? j 0 O U x z N w z w H w Z Z a z D- 0 w 0 a w in z O N U = x Y CL - a -- Z a v) ~ a J N r -- Z x U Q M a M x U O U -- d U Y U c O z cu.) '� c I M W U w Q w a w Z Q Q Q M J w O J O_ Y N Z O- to x W w H W W W Z O a m U O Z O '- O v c0 � N M Q co Q U N to N N � J U � x x O U H W W W W L0 W c0 W 0 >> 0 0 V) > 0 > O > O 0 z 0 O 0 U � J w w a w z � ILL a ILL U � � :Z5 a W c.) a 2 c0 CD a 0 a U a a a a a z z N a a CL cJ m m a � a c = _ -- ? ? ? w 0 w w w m Q a V) - a U m r r x H V) a cr v w w x c0 M O -t 0 v c0 00 i� ao c N i0 M (�I w 2 < _z a a Q CC Q CC m CC H M m w N N 0 0 U 2 a- U N M Q N V cr < CC cr w O O 0 EA EA EA LF CY LF LF CY CY LB CY LB EA EA EA SOYD CY EA EA EA EA LF LF TON SQYD EA LF LF LF LF LF LF LF LF LF 0 0 0 D-2 10 a 28.3 24" AP "R-1" 564+28.10 TO D-2 10 a b 2.37 580 2 6.1 GD1 DI "R-1" 564+57.95 b c 15.0 24" RCP c d 2.19 580 2 5.5 GD1 DI d D-2 11 a 2.7 24" AP "R-2" 573+99.45 TO D-2 11 0 b 0.41 236 1 1 5.0 4.5 GCP DI w/ DEBRIS RACK CAGE "R-2" 574+05.53 b c 0.64 Conc APRON c D-2 12 a 1.05 JS C "R-1" 571+06.15 D-2 12 a b 63.8 24" RCP b c 2.48 580 2 6.5 GD1 DI c d 0.92 Conc APRON d e 47.9 24" AP e f 2.45 580 2 6.4 GD1 DI f 9 0.92 Conc APRON 9 D-2,3 h 149.5 24" AP D-2,3 h i 2.66 580 2 7.1 GD1 DI i 0.92 Conc APRON D-7 13 a 96.6 REMOVE HW & WW "H" 41+08.29 TO D-7 13 a b 213 REMOVE CHAIN LINK FENCE "H" 41+98.29 b c 95.0 REMOVE Conc Chi c d 158.00 Trans Stir d e 201 CHAIN LINK FENCE e f 4.15 BULKHEAD f D-7 13A a 0.3 REMOVE JS "H" 41+59.71 D-7 13A a b 2.0 REMOVE 24" RCP b c 0.47 JS c d 13.4 24" RCP d e 1 Conc COLLAR e 213191.9 2.0 179.633136 10 1 1 201 1 92.2 5.0 228.4 SHEET TOTAL (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. 0 W 1 a� BORDER LAST REVISED 7/2/2010 USERNAME =>LAN Engineering DGN FILE => R�AFONT0801 1-15 Duncan PS&E\Plans\DGN\80W 30id005edgn RELATIVE BORDER SCALE IS IN INCHES z s UNIT 2232 DRAINAGE QUANTITIES DO -5 PROJECT NUMBER & PHASE 0800000237 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 08 SSB,d 15 9.82/11 .94 1 1 1 310 N 0 v 6/20/12 essiO REGISTERED CIVIL ENGINEER DATE QRO? Na Qom° QAR4S c JUNE 22, 2012 " z51422 NO' A PLANS APPROVAL DATE Exp 6/30/12 THE STA 7E OF CAC IFOFNIA OR 775 OFFICERS P sT CIVIL OR AGENTS SHALL NOT 5E RE5, A'57BLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC a� OF IVa�'�p COPIES OF TH15 PLAN SHEET. CAL AECOM 999 TOWN AND COUNTRY CITY OF FONTANA 8353 SIERRA AVENUE 0 ° CC w > w DRAINAGE QUANTITIES ORANGE, CA 92868 FONTANA, CA 92335 > w FRAME, ROCK SLOP a GRATE & PROTECTION RCP AP � COVER w J w l0 O 00 m O w >J > I U 2 z m _ 00 W U U > J U Ld Q O _ Z Z � ~ N J D U xx O- W d w 0- Q Ld z z p W x m z w 0- H- w Q Z DESCRIPTION STATION w o Lu W O z Q O W W J w H- Z n o W m a w Z a O F-W J z w Z = Ln Y O O Z 0_ Lu > Jui W Z j 0O U U = z N W W U= 2 U W J .-� z Q F-^ W N Z O = Y `1 O_ Q z ~i1 ~ z w Z Z Q z o w u O_ N U U U U y V7 Ln Q a } Z U m m U OU _ CL U U O c _ I Of W w M. m w Z Q Q m J p o_ V1 D o_ W In W W W >> W H- N> W W > W > z O O Q m U w O z O .- U N IY v c0 H- N M Q J m w Q C7 w z 0 Q V) U N F 0 - w z D_ x 2 W O U 2 W W W U (0 0 > CD c7 c0 O O O O O z o p O w w OL .. r 0 c..1 v Q Q Q om m Q Q Q M- Q z z � o 0- 0- � OL U m m Q H- Q c = , Z Z Z W W O W W W m Q Q to .- - Q U m � r = H H V1 Q q v W W = U lD M O = -J O_ O U V iG 00 N M v N I� aD V lG N N M Q QQ QQ w N N JLF V)EA EA EA LF CY LF LF CY CY LB CY LB EA EA EA SQYD CY EA EA EA EA LF LF TON SQYD EA LF LF LF LF LF LF LF LF aw UD U U D-3 14 a 14.3 4.9 RSP "R-1" 564+28.10 TO D-3 14 a o b 1 CFES "R-1" 564+40.00 b > c 141.8 24" RCP c d 5.061 326 1 8.5 G4 DI w/ SGD d w W e 126.5 24" RCP e H f 2.43 326 1 7.61G2 DI f o W g 69.1 24" RCP g 2 h 8.75 170 1 7.9 OL-21 DI w/ SGD h z i 93.9 24" RCP i W 8.33 170 1 6.4 OL-21 DI w/ SGD z cc � D-3 15 a 1.90 580 2 4.5 GD1 DI "R-4" 579+55.12 D-3 15 a b 47.7 24" RCP b 0 a D-3 16 a 0.48 JS D "R-4" 580+51.29 TO D-3 16 a of b 38.9 24" AP "R-4" 589+59.52 b cl- Ln c 0.41 236 1 1 6.5 6.0 GCP DI w/ DEBRIS RACK CAGE c a d 0.64 Conc APRON d e BIO-SWALE e 0 z D-4 17 a 14.3 4.9 RSP "Rte 15" 581+54.07 D-417 a a b 1 AFES TO b o c 24.0 24" AP "Rte 15" 583+78.26 c d 1 Conc COLLAR d e 70.2 24" AP e a f 0.41 236 1 5.0 4.5 GCP DI f z o g 0.64 Conc APRON g J 29.05 2044 4 2 2 28.6 9.8 1 1 1 1 479.0 11.5 133.1 SHEET TOTAL (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. DRAINAGE QUANTITIES w. N DQ-6 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 08 SSB,d 15 9.82/11 .94 1 12 310 N 0 v 6/20/12 essio REGISTERED CIVIL ENGINEER DATE QRO ?Na om° QQPAR4S c JUNE 22, 2012 " z51422 NO' A PLANS APPROVAL DATE E o 6/30/12 7HE 5TA7f OF CALIFORNIA OR 7Ts oFF1cERs a CIVIL OR AGENTS SHALL NOT 5E RESRON57BLE FOR sT a� THE ACCURACY OR COMPLETENESS OF ELECTRONIC OF IVa�'�p COPIES OF 71'115 PLAN SHEET. CAL AECOM 999 TOWN AND COUNTRY CITY OF FONTANA 8353 SIERRA AVENUE 0 ° CC w > w DRAINAGE QUAN0I0IE ORANGE, CA 92868 FONTANA, CA 92335 > w FRAME, ROCK SLOP a GRATE & PROTECTION RCP AP � COVER w J w l0 O 00 m O w >J I U 2 z _ 00 W U > > m Q U J U Ld O _ Z � ~ D U xx O- W d w 0- Q z Z N J W x m 0- H- Ld w Z z p z w w a Q DESCRIPTION STATION w o Lu W O z Q O W W J w H- Z n o W m a Z O F -W J z w Z = Y O O 0_ Lu > Jui W Z j 0O U U z N W Ln W U= 2 Z U W J .-� z Q F-^ W N Z O = Y `1 = O_ Q z ~i1 ~ z w Z Z Q z o w u O_ N U U U U y V7 Ln Q a OU _ U U _ M. Z Q Q } Z U m m U CL z Q O O z c I Of W w 0 V) m w m J p o_ V1 D o_ W ul W W W >> W H- N> W W > W > O O m U w O .- U N IY v c0 H- N M Q J m w Q C7 w z Q U N F 0 - w z D_ x 2 W O U 2 W W W U (0 0 > CD c7 c0 O O O O O z o p O w w OL .. r 0 c..1 v Q Q Q om m Q Q Q m m Q z z � o 0- 0- � OL U m m Q H- Q c = , Z Z Z W W O W W W m Q .- - Q � r = V1 Q q v W W = lD O -J O V iG 00 N aD V lG N QQ Q Q Q to U m H H w N N U M = O_ U N M v I� N M Q JLF of EA EA LF CY LF LF CY CY LB CY LB EA EA EA SQYD CY EA EA EA EA LF LF TON SQYD EA LF LF LF LF LF LF LF LF V)EA aw UD U U D-4 17 h 171.8 24" AP "Rte 15" 581+54.07 D-4 17 h o i 0.41 236 1 4.5 4.0 GCP DI TO i 0.64 Conc APRON "Rte 15" 583+78.26 w � v� W J o W D-4 18 a 1 DEBRIS RACK "R-2" 578+05.21 D-4 18 a 2 b 3.70 INLET Str b z c 104 %" STEEL PLATE c W d 19 TYPE CL -6 CHAIN LINK FENCE d zcc e57.8 24" RCP e f 2.54 326 1 6.31 G2 DI f 9 133.9 24" RCP 9 0 Q Of 0 dLn D-4 18A a 14.3 4.9 RSP "D" 611+36.18 D-4 18A a a b 1 AFES b c 48.0 24" AP c o d 1 Conc COLLAR d e 128.4 24" AP e f 2.75 326 1 1 1 7.01 G2 DI f 9 81.9 24" RCP 9 a h 1.21 JS A h o i 79.3 24" RCP 8.62 170 1 10.4 OL -14 DI w/ SGD k 93.1 24" RCP k a z 1 8.19 170 1 9.3 OL -14 DI w/ SGD I 0 J 28.061332 2 1 2 14.3 4.9 1 1 19 1 446.0 4.5 348.2 SHEET TOTAL (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. DRAINAGE QUANTITIES w. N DQ -7 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 08 SSB,d 15 9.82/11 .94 1 13 310 N 0 v 6/20/12 essio REGISTERED CIVIL ENGINEER DATE QRO ?Na om° QQPAR4S c JUNE 22, 2012 " z51422 NO' A PLANS APPROVAL DATE E o 6/30/12 7HE 5TA7f OF CALIFORNIA OR 7Ts oFF1cERs a sT CIVIL OR AGENTS SHALL NOT 5E RESRON57BLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC a� OF IVa�'�p COPIES OF 71'115 PLAN SHEET. CAL AECOM 999 TOWN AND COUNTRY CITY OF FONTANA 8353 SIERRA AVENUE 0 ° CC w > w DRAINAGE QUAN0I0IE ORANGE, CA 92868 FONTANA, CA 92335 > w FRAME, ROCK SLOP a GRATE & PROTECTION RCP AP � COVER w J w l0 O 00 m O w >J > I U 2 z m _ 00 W U U > J U Ld Q O _ Z Z � ~ N J D U xx O- W d w 0- Q Ld z z p W x m z w 0- H- w Q Z DESCRIPTION STATION w o Lu W O z Q O W W J w H- Z n o W m a w Z a O F -W J z w Z = Ln Y O O Z 0_ Lu > Jui W Z j 0O U U = z N W W U= 2 U W J .-� z Q F-^ W N Z O = Y `1 O_ Q z ~i1 ~ z w Z Z Q z o w a O_ N U U U U y V1 Ln Q a } Z U m m U OU _ CL U U O c _ I Of W w M. m w Z Q Q m J p o_ V1 D o_ W ul W W W >> W H- N> W W > W > z O O Q m U w O z O .- U N IY v c0 H- N M Q J m w Q C7 w z 0 Q V) U N F 0 - w z D_ x 2 W O U 2 W W W U (0 0 > CD c7 c0 O O O O O z o p O w w OL .. r 0 c..1 v Q Q Q om m Q Q Q m m Q z z � o 0- 0- � OL U m m Q H- Q c = , Z Z Z W W O Q W W W m Q Q to .- - Q U m � r = H H V1 Q q v W W = U lD M O = -J O_ O U V iG 00 N M v N I� aD V lG N N M Q QQ Q w N N JLF of V)EA EA EA LF CY LF LF CY CY LB CY LB EA EA EA SQYD CY EA EA EA EA LF LF TON SQYD EA LF LF LF LF LF LF LF LF u o U D-4 18B a 118.8 24" RCP "R-2° 587+15.30 D-4118131 a b 2.04 326 1 6.0 G4 DI b 0 D-4 18C a 61.0 24" RCP "R-2" 586+39.85 D-4 18C a b 1.69 326 1 6.0 G4 DI b w v� W H D-4 18D a 6.0 24" AP "R-2" 585+40.00 D-4 18D a o W b 2.04 580 2 1 5.0 GD1 DI b z D-4 19 a 2.18 652 2 4.3 GT3 DI "R-2" 578+53.60 D-4 19 a W b 121.8 24" RCP b z D-7 20 a 240.0 REMOVE 24" RCP "B" 6+29.61 TO D-7 20 a b 1 REMOVE MH "B" 12+11.26 b c 209.0 REMOVE 24" RCP c d 1 Conc COLLAR d Z e 239.9 24" RCP e f 3.00 435 1 12.7 1 1 MH f a 9 177,3 24" RCP 9 Of h 1 Conc COLLAR h d 33.1 24" RCP a 1 ADJUST MH 0 D-4 21 a 0.31 JS D "Rte 15'' 586+15.29 D-4 21 a b 32.5 24" AP TO b c 0.41 236 1 7.8 7.3 GCP DI "Rte 15'' 588+55.08 c d d 0.64 Conc APRON d o D-4,5 e 203.6 24" AP D-4,5 e f 0.41 236 1 5.0 4.5 GCP DI f 9 0.64 Conc APRON 9 Q z 0 .:::9 J 1 1 449.0 13.36 2791 6 2 1 12.7 2 751.9 12.8 242.1 1 SHEET TOTAL (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. DRAINAGE QUANTITIES w. N DQ -8 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES O 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 08 SSB,d 15 9.82/1 1 .94 1 14 310 N 0 v 6/20/12 essiO REGISTERED CIVIL ENGINEER DATE QRO? Na Qom° QAR4S c JUNE 22, 2012 " z51422 NO' A PLANS APPROVAL DATE Exp 6/30/12 THE STA 7E OF CAC IFOFNIA OR 775 OFFICERS P sT CIVIL OR AGENTS SHALL NOT 5E RE5, A'57BLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC a� OF IVa�'�p COPIES OF TH15 PLAN SHEET. CAL AECOM 999 TOWN AND COUNTRY CITY OF FONTANA 8353 SIERRA AVENUE 0 ° CC w > w DRAINAGE QUAN0I0IE ORANGE, CA 92868 FONTANA, CA 92335 > w FRAME, ROCK SLOP a GRATE & PROTECTION RCP AP � COVER w J w l0 O 00 m O w >J > I U 2 z m _ 00 W U U > J U Ld Q O _ Z Z � ~ N J D U xx O- W d w 0- Q Ld z z p W x m z w 0- H- w Q Z DESCRIPTION STATION w o Lu W O z Q O W W J w H- Z n o W m a w Z a O F -W J z w Z = Ln Y O O Z 0_ Lu > Jui W Z j 0O U U = z N W W U= 2 U W J .-� z Q F-^ W N Z O = Y `1 O_ Q z ~i1 ~ z w Z Z Q z o w u O_ N U U U U y V7 Ln Q a } Z U m m U OU _ CL U U O c _ I Of W w M. m w Z Q Q m J p o_ V1 D o_ W In W W W >> W H- N> W W > W > z O O Q m U w O z O .- U N IY v c0 H- N M Q J m w Q C7 w z 0 Q V) U N F 0 - w z D_ x 2 W O U 2 W W W U (0 0 > CD c7 c0 O O O O O z o p O w w OL .. r 0 c..1 v Q Q Q om m Q Q Q M- Q z z � o 0- 0- � OL U m m Q H- Q c = , Z Z Z W W O Q W W W m Q Q to .- - Q U m � r = H H V1 Q q v W W = U lD M O = -J O_ O U V iG 00 N M v N I� aD V lG N N M Q QQ Q w N N JLF of cr V)EA EA EA LF CY LF LF CY CY LB CY LB EA EA EA SQYD CY EA EA EA EA LF LF TON SQYD EA LF LF LF LF LF LF LF LF u o U D-4 22 a 1.11 JS D "D" 613+41.16 TO D-4 22 a b 34.0 36" RCP "D" 614+35.63 b o c 1 Conc COLLAR c d 87.8 36" RCP d e 2.15 STRAIGHT HW e w v� W J o W D-4 22A a 1.05 JS C "D" 613+52.34 TO D-4 22A a 2 b 14.6 24'' RCP "D" 613+46.45 b z c 1 Conc COLLAR c W d 8.6 24" RCP d z e 4.13 326 1 9.9 G4 DI e R D-3 23 o 0.42 JS D "D" 596+11.79 TO D-3 23 a b 14.2 24'' RCP "D" 599+84.46 b c 7.06 652 2 11.2 GT4 DI c Z d 53.0 24'' AP d e 0.41 236 1 1 4.3 3.8 GCP DI w/ DEBRIS RACK CAGE e a f 0.64 Conc APRON f 0 9 BIO-SWALE g cl- a D-3 24 0 14.3 4.9 RSP "D" 597+17.57 TO D-3 24 o b 1 AFES V- 597+28.01 b o c 46.0 24" AP c d 2.16 326 1 6.5 G4 DI d LLI d D-3 25 a 14.3 4.9 RSP "D" 597+90.92 TO D-3 25 0 o b 1 AF E S V' 598+05.64 b c 57.3 24'' AP c d 2.04 326 1 6.0 G4 DI d Q z 0 J 21.171866 5 1 28.6 9.8 2 1 2 37.4 126.1 156.3 SHEET TOTAL (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. DRAINAGE QUANTITIES w. N DQ -9 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES O 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 08 SSB,d 15 9.82/11 .94 1 15 310 N 0 v 6/20/12 essio REGISTERED CIVIL ENGINEER DATE QRO ?Na om° QQPAR4S c JUNE 22, 2012 " z51422 NO' A PLANS APPROVAL DATE E o 6/30/12 7HE 5TA7f OF CALIFORNIA OR 7Ts oFF1cERs a CIVIL OR AGENTS SHALL NOT 5E RESRON57BLE FOR sT a� THE ACCURACY OR COMPLETENESS OF ELECTRONIC OF IVa�'�p COPIES OF 71'115 PLAN SHEET. CAL AECOM 999 TOWN AND COUNTRY CITY OF FONTANA 8353 SIERRA AVENUE 0 ° CC w > w DRAINAGE QUAN0I0IE ORANGE, CA 92868 FONTANA, CA 92335 > w FRAME, ROCK SLOP a GRATE & PROTECTION RCP AP � COVER w J w l0 O 00 m O w >J I U 2 z _ 00 W U > > m Q U J U Ld O _ Z � ~ D U xx O- W d w D- Q z Z N J W x m 0- H- Ld w Z z p z w w a Q DESCRIPTION STATION w o Lu W O z Q O W W J w H- Z n o W m a Z O F -W J z w Z = Ln Y O O Z 0_ Lu > Jui W Z j 0O U U = z N W W U= 2 U W J .-� z Q F-^ W N Z O = Y `1 O_ Q z ~i1 ~ z w Z Z Q z o w u O_ N U U U U y V7 Ln Q a OU _ U U _ M. Z Q Q } Z U m m U CL z Q O O z c I Of W w 0 V) m w m J O o_ V1 D o_ W ul W W c0 W >> W O H- N> W O W > O W > O O O z m o U w O .- U N IY v c0 H- N M Q J w w OL m w Q C7 w z Q U N r F 0 — 0 w z D_ x 2 W c..1 O U v 2 W W W U (0 0 Q Q Q > o m m CD Q c7 Q Q O m m Q z p z O � o 0- D- � .. OL U m m Q H- Q c = , Z Z Z W W O W W W m Q .— — Q � r = V1 Q q v W W = l0 O -J O V i0 ao N aD V l0 N QQ Q Q Q to U m H H w N N U M = O_ U N M v I� N M Q JLF of EA EA LF CY LF LF CY CY LB CY LB EA EA EA SQYD CY EA EA EA EA LF LF TON SQYD EA LF LF LF LF LF LF LF LF V)EA aw UD = U D-3 26 a 0.42 JS D ''D" 594+61.37 D-3 26 a o b 47,9 24'' RCP b c 2.66 580 2 7.1 GD1 DI c m w � v� W H D-3 27 a 1 0.421 1 1 1 1 1 1 1 JS D "D" 597+03.05 D-3 27 a o W b 35.9 24'' RCP b 2 c 5.77 580 2 12.6 GD1 DI c W z D-3 28 a 0.42 JS D "D" 598+44.43 TO D-3 28 a b 40.6 24'' RCP "D" 598+65.40 b c 2.60 580 2 1 6.9 GD1 DI c Z D-3 29 a 168.7 18'' AP "D" 602+37.88 TO D-3 29 a b 2.24 326 1 6.8 G4 DI "D" 604+07.84 b a Of 0 dLn D-3 30 a 247.6 18'' AP "D" 602+51.10 TO D-3 30 d a b 3.56 326 1 8.3 G4 DI "D" 604+99.90 b 0 z d a Q w Z J 18.092392 8 124.4 416.3 SHEET TOTAL (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. DRAINAGE QUANTITIES w. N DQ -10 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS 08 SSB,d 15 9.82/11 .94 1 16 310 N 0 v 6/20/12 essio REGISTERED CIVIL ENGINEER DATE QRO ?Na om° QQPAR4S c JUNE 22, 2012 " z51422 NO' A PLANS APPROVAL DATE E o 6/30/12 7HE 5TA7f OF CALIFORNIA OR 7Ts oFF1cERs a sT CIVIL OR AGENTS SHALL NOT 5E RESPON5JBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC a� OF IVa�'�p COPIES OF 71'115 PLAN SHEET. CAL AECOM 999 TOWN AND COUNTRY CITY OF FONTANA 8353 SIERRA AVENUE 0 ° CC w > w DRAINAGE QUAN0I0IE ORANGE, CA 92868 FONTANA, CA 92335 > w FRAME, ROCK SLOP a GRATE & PROTECTION RCP AP � COVER w J w l0 O 00 m O w >J > I U 2 z m _ 00 W U U > J U Ld Q O _ Z Z � ~ N J D U xx O- W d w 0- Q Ld z z p W x m z w 0- H- w Q Z DESCRIPTION STATION w o Lu W O z Q O W W J w H- Z n o W m a w Z a O F -W J z w Z = Ln Y O O Z 0_ Lu > Jui W Z j 0O U U = z N W W U= 2 U W J .-� z Q F-^ W N Z O = Y `1 O_ Q z ~i1 ~ z w Z Z Q z o w 0 O_ N U U U U y V7 Ln Q a } Z U m m U _ OU CL U U O c _ I Of W w M. m w Z Q Q m J O o_ V1 D o_ W ul W W W >> W H- N> W W W > > z O O Q m U w O z O .- U N IY v c0 H- N M Q J m w Q C7 w z 0 Q V) U N F 0 - w z D_ x 2 W O U 2 W W W U (0 0 > CD c7 c0 O O O O O z o p O w w OL .. r 0 c..1 v Q Q Q om m Q Q Q m m Q z z � o 0- 0- � OL U m m Q H- Q c = , Z Z Z W W O Q W W W m Q Q to .- - Q U m � r = H H V1 Q w q v W W = U lD M O = -J O_ O U V i0 00 N N M v I� aD V l0 N N M Q QQ Q N N JLF of EA EA LF CY LF LF CY CY LB CY LB EA EA EA SQYD CY EA EA EA EA LF LF TON SQYD EA LF LF LF LF LF LF LF LF V)EA aw UD = U D-7 31 a 46.9 REMOVE PART OF RCB "A" 0+00.00 D-7 31 a o b 74.6 23,768 RCB Trans Jct Str TO 21+81.80 b c 64.8 21,05 12'W x 1O'H RCB c d 3.80 WINDOW d w W e 68.8 22,356 12'W x 1O'H RCB e H f 1 435 1 1 1 1 3.1 1 IMH o W g 313.1101 675 12'W x 1O'H RCB 2 h 4 70.3 108 120 12"W x 1O'H RCB jh 435 1 11.8 MHW 1.96 8.0 MH SHAFT SAFETY LEDGE k 866.9199 280 12'W x 1 O'H RCB 115.0 37,35 12'W x 1 O'H RCB I m 435 1 4.0 MH m n 359.1 116,623 12'W x 1 O'H RCB n 0 4.44 BULKHEAD 0 Z p 4.44 BULKHEAD p q 9.8 3,166. 12'W x 1O'H RCB q a r 435 1 7.2 MH r Of o s 95.8 31 125 12'W x 1O'H RCB s d t 546.7125 665 12'W x 1 O'H RCB t a u 435 1 3.9 MH u v 1.96 8.0 MH SHAFT SAFETY LEDGE v o w 65.3 15,018 12'W x 1 O'H RCB w x 4.44 BULKHEAD x LLI d a Q w Z = 46.9 21.04 21753050. 805,203 5 30.0 16.0 SHEET TOTAL (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. DRAINAGE QUANTITIES w. N DQ -11 USERNAME=>AECOM DGN FILE => R.\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x z 0 x COUNTY ROUTE TOTAL PROJECT No. cr 08 SB,^d 15 0 1 17 310 4' OA,O'- o_ '11 ROFEss�o REGISTERED CIVIL ENGINEER DATE e aq 1 SLOPE ems° p P ARgs Cyi z �Q � p a ' 51422 PLANS APPROVAL DATE651422 No. o A Exp. THE STATE OF CALIFOFNTA 09 ITS OFFICERS CIVIL OR AG/30/14 ENTS SHALL NOT BE RESPONSIBLE FOR ST THE ACCURACY 09 COMPLETENESS OF ELECTRONIC q)F of CALW�P�lP COP/E5 OF THI5 PLAN 5H, -CT. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA ORANGE, CA 92868 , CA 92335 C> 0 m z COVER w O Q a W 0 z U z O_ O x J U 0 LLj _ w V) � BORDER LAST REVISED 7/2/2010 Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SB,^d 15 9.82/11.94 1 17 310 4' OA,O'- 6/20/12 '11 ROFEss�o REGISTERED CIVIL ENGINEER DATE e aq 1 SLOPE ems° p P ARgs Cyi �Q � p JUNE 22, 2012 ' 51422 PLANS APPROVAL DATE651422 No. o A Exp. THE STATE OF CALIFOFNTA 09 ITS OFFICERS CIVIL OR AG/30/14 ENTS SHALL NOT BE RESPONSIBLE FOR ST THE ACCURACY 09 COMPLETENESS OF ELECTRONIC q)F of CALW�P�lP COP/E5 OF THI5 PLAN 5H, -CT. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA ORANGE, CA 92868 , CA 92335 DRAINAGE QUANTITIES SUMMARY (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. *SEE SUMMARY OF QUANTITIES SHEETS FOR PROJECT TOTALS. USERNAME =>LAN Engineering DGN FILE => R�AFONT0801 1-15 Duncan PS&E\Plans\DGN\80W 30id012.dgn RELATIVE BORDER SCALE IS IN INCHES s UNIT 2232 DRAINAGE QUANTITIES DQ -12 PROJECT NUMBER & PHASE 0800000237 FRAME, GRATE & ROCK SLOPE z RCP AP COVER PROTECTION O U z O_ _ w V) � w J w Ir u ID O w > Z N J z Lid U j W 0 U g _ Q z z D J x U 0 w Z w W a w w DO _ z L` N J o a 0 a a w SHEET Z � Ld Ld o m _ Z LL w ~ a DESCRIPTION NO. p W W J Z N J w m w J w 0 a w U v c J z Y0 O z a > Lid Z > O w U z Lid O U x W U w 2 Z 2 Z a Z d J LL U Z Q W N N Z U U Q w H U U L� N Q 2 U Q m Q m x U O U a U Y U c Z 4- i W K W � Z w Q Q Y Z Q Q Q � J J w w H w w W z O a m O X z z O N v m N r!1 Q m Q w F- o z a a U Ld X _ x O U >> 0 0 V1 > 0 > 0 > O 0 z 0 c U w J w w a w Z J a O V1 a N a z a W o 0 m m � M m a z 0 z 0 W a a- "I a U = = co co a a c = _ W W O W W W m Q- - Q Y x V1 Q V V W W x l0 O J O Q l0 QO N OD Q W N m m Q w O: 0-1Q V1 U co H H :m X Ll N N 0 0 U M x a U N M V ti - N M V EAEAEALF CY LF LF CY CY LB CY LB EA EA EA SOYD CY EA EA EA EA LF LF TON SDYD EA LF LF LF LF LF LF LF LF DO -1 81 1 1 5.6 80.6 37.5 1 57.3E 3044 1 4 4 1 1 1 1 113.9 1 1 1 217.41 1 432.0 841.7 466.8 DO -2 2 321.2 81.221.3 27.191142 23.4 3,773 3 1 28.6 9.8 1 12.04 72.7 1383.5 2.8 DO -3 11 4.64 708 3 2 95.8 15.5 115.1 DO -4 3.6 53.1 18.44 3026 9 1 166.5 3.2 216.9 DO -5 168191.9 2.0 179.63 3136 10 1 1 201 1 92.2 5.0 228.4 DO -6 29.05 2044 4 2 2 28.6 9.8 1 1 1 1 479.0 11.5 133.1 DO -7 28.061332 2 1 2 14.3 4.9 1 1 19 1 446.0 4.5 348.2 DO -8 1 1 449.0 13.36 2791 6 2 1 12.7 2 751.9 12.8 242.1 DO -9 21.171866 5 1 28.6 9.8 2 1 2 37.4 126.1 156.3 DO -10 18.0 2392 8 124.4 416.3 DO -11 46.9 21.0421753050.2805,203 5 30.0 16.0 SUB TOTAL 21S 1 220 12.04* 72. �` TOTAL 21 1 1 569.2 504.1 161.8 58.8 518.0323656 3073.6808,976 51 12 14 100.1 34.3 4 1 6 1 56.6 7 2193.2 1 562.1 21 7.4 1 6.0 416.31 874.9 841.7 466.8 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. *SEE SUMMARY OF QUANTITIES SHEETS FOR PROJECT TOTALS. USERNAME =>LAN Engineering DGN FILE => R�AFONT0801 1-15 Duncan PS&E\Plans\DGN\80W 30id012.dgn RELATIVE BORDER SCALE IS IN INCHES s UNIT 2232 DRAINAGE QUANTITIES DQ -12 PROJECT NUMBER & PHASE 0800000237 ABBREVIATIONS UG UNDERGROUND CONDUIT(S) FO FIBER OPTIC VER VERIZON TELE MH TELEPHONE MANHOLE SCE SOUTHERN CALIFORNIA EDISON (DISTRIBUTION) WVWD WEST VALLEY WATER DISTRICT OH OVERHEAD LINE CCMWC CRAWFORD CANYON MUTUAL WATER COMPANY CML&C CEMENT MORTAR LINED AND COATED CSP CORRUGATED STEEL PIPE Prop PROPOSED SSMH SANITARY SEWER MANHOLE TOP TOP OF PIPE LEGEND DISPOSITION: fo - FIBER OPTIC LINE (A) FACILITY HAS BEEN REMOVED OR ABANDONED BY OWNER -e doh)- ELECTRIC LINE (OH) (P) ACTIVE FACILITY. PROTECT IN PLACE DURING LIFE OF THE CONTRACT (R) FACILITY TO BE RELOCATED BY OTHERS --W-- WATER LINE --t TELEPHONE ----gs GAS LINE —FO— - Prop FIBER OPTIC LINE (BY OTHERS) --E-- Prop SCE UG (BY OTHERS) W Prop 3'' AND 16" WATER LINE 350-6632 R/W - CITY R/W OPOTHOLE NUMBER ist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd /l 15 9.82/11.94 118 310 6/20/12 ROFESS 10 REGISTERE CIVIL ENGINEER DATE oe /v" ENG CHONG VOON z JUNE 22, 2012 w No. C 68196 PLANS APPROVAL DATE Exp 9/30/13A THE STATE OF CACTFORNM OR 75 OFFICERS OR AGENTS SHALL NOT BE RESPONSJBLE FOR sr CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrF of CAL IVa�'�p COPIES OF THIS PLAN SHEET. �ECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 ti -tel qs_---g--- s� gs�--acs- ---9s - s _ _---9s--� 2" GAS (SCG) I2" GAS (SCG) 4" GAS (SCG) 24" CMLC WATER (WVWD) 12" PVC WATER (WVWD) 4" GAS (SCG) ---�s-----gs---gs- -gs- gsgs --gs---gs---gs -----gs w w w -- W------ w----- - -w w w w w w w dad w KI FIBER OPTIC CABLE (WILTEL) IN -2 -STEEL PIPE � DUNCAN CANYON Rd R/W � fog � fo fo - fo - f& - - fo. fo fo fo fo fo fo fo fo fo - -__ O V7 D] -3'_X 6' WIDE BOX_ CULVERT (P) �i LLI z N 00 / J Ln C—R_ TE 1 - w ----------- 6 7 8 9 550 1 2 3 4 555 6 7 8 9 / 56 F N 1 - - - -- - -- - - 2' PVC -WATER/ / O Ir al - - - - - - - - - - - - - - - (CCMWC) (P) - // - w - - - - LnI - - - - - - - - - - - - - - ASFH / _ LSI V) —-- — J �I---------- z 0 x Q Of — 0 BORDER LAST REVISED 7/2/2010 NOTES: 1. LOCATIONS OF UTILITY FACILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2.THIS PLAN ACCURATE FOR UTILITY WORK ONLY. 3.FOR STORM DRAIN FACILITIES, SEE DRAINAGE PLANS. 4.UTILITY NOT FOUND DURING POTHOLING. CONTRACTOR SHALL CONTACT ENGINEER IF FOUND DURING CONSTRUCTION. USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ka001. DGN R/W UTILITIES CONTACT: FLOOD CONTROL d (909) 387-7995 WATER WEST VALLEY WATER DISTRICT (909) 875-1804 z CITY OF FONTANA (909) 350-6632 ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY (909) 592-3737 GAS THE GAS COMPANY (909) 428-8407 TELEPHONE 0 (760) 245-0330 CABLE ADELPHIA COMMUNICATIONS (909) 975-3343 ¢ 0 a z rr 0 L� J x a U 0 v~i NO BORDER LAST REVISED 7/2/2010 NOTES: 1. LOCATIONS OF UTILITY FACILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2.THIS PLAN ACCURATE FOR UTILITY WORK ONLY. 3.FOR STORM DRAIN FACILITIES, SEE DRAINAGE PLANS. 4.UTILITY NOT FOUND DURING POTHOLING. CONTRACTOR SHALL CONTACT ENGINEER IF FOUND DURING CONSTRUCTION. USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ka001. DGN R/W UTILITIES CONTACT: FLOOD CONTROL SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT OPERATIONS DIVISION (909) 387-7995 WATER WEST VALLEY WATER DISTRICT (909) 875-1804 SEWER CITY OF FONTANA (909) 350-6632 ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY (909) 592-3737 GAS THE GAS COMPANY (909) 428-8407 TELEPHONE VERIZON (760) 245-0330 CABLE ADELPHIA COMMUNICATIONS (909) 975-3343 RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I 2" -PVA WATER Q -(CCMWC) (R)--- SEE R)- SEE NOTE 4 UTILITY PLAN SCALE: 1"=50' U -1 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x NOTE: THIS PLAN ACCURATE FOR UTILITY WORK ONLY. �\ ELECTRICAL UGL (SCE) MCI FIBER OPTIC CABLE (WILTEL) P�{oe� IN 2" STEEL PIPE w � {o%j\ I �� / \ e %�-w 2" PVC WATER (CCMWC) (R) / a SEE NOTE 4 o 11 — - — - — - — - --- ---- O II R/W "R-1" LINE 571 572 570 - ----- 564 -- - ----- -- -- - Z / v� - -562 563 565 _ CONc - - - - - - - - - vl -- I 1 J t 48'_ STEEL CONDUCTOR TUBE- � Ln - I - - ii WITH -24" WATER (WVWD) (P) - - - - - - - - - - - - - - - - ~ ^ 2" PVC WATER II wLd (CCMWC) (P) II 2 F- O N Z 1 2 3 4 565 6 7 8 W LLI L LI N Z Uij cel J II �I II co ROUTE 15 9 570 >1 2 = -ii U I - - � 567 Q --- II 568 569 --'l 1-1 1'f- T1 i I-IIL11 I1 -L12.1 w WVWD 24" -WATER ----------------- Q No. OWNER I NORTHING I EASTING I Elev* I DEPTH DESCRIPTION z WVWD 11881500.39 16723075.78 1 1671.921 6.04 24" WATER IN 48" STEEL CASING P4 WVWD 11881336.60 16723242.62 1 1675.51 1 11.74 24" WATER IN 48" STEEL CASING SBd 15 0 119 310 6/20/12 ROFESSIa REGISTERE151CIVIL ENGINEER DATE 1 e Nay Q JUNE 22, 2012 C 68186 U No. ExP 9/30/13 }A THE 5747E OF CAL !PORN/- !TS OFFICERS p CIVIL Z- OR AGENTS SHALL NOT dE RESPON576LE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4jF Ov cqLiFOPN�� COPTES OF THIS PLAN SHEET. AECOM 0 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONI-ANA ORANGE, CA 92868 , CA 92335 N BORDER LAST REVISED 7/2/2010 POTHOLE TABLE No. OWNER I NORTHING I EASTING I Elev* I DEPTH DESCRIPTION P3 WVWD 11881500.39 16723075.78 1 1671.921 6.04 24" WATER IN 48" STEEL CASING P4 WVWD 11881336.60 16723242.62 1 1675.51 1 11.74 24" WATER IN 48" STEEL CASING * GROUND ELEVATION USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H13Oka002.DGN Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 119 310 6/20/12 ROFESSIa REGISTERE151CIVIL ENGINEER DATE 1 e Nay ENG CHONG VOON JUNE 22, 2012 C 68186 PLANS APPROVAL DATE No. ExP 9/30/13 }A THE 5747E OF CAL !PORN/- !TS OFFICERS p CIVIL Z- OR AGENTS SHALL NOT dE RESPON576LE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4jF Ov cqLiFOPN�� COPTES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONI-ANA ORANGE, CA 92868 , CA 92335 ti N ti W M Z 1 J F - w L LJ _ L/1 LTJ W Zw In J U I- Q 3 4 3III uIII V)i III v N; ooI 04--- -- Z5 70 71 572 "R-2„ LINE 573 574 R/W- � _ _• -z, -tea RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I UNIT 2232 v r` Ln LLJ Z W J-.tn UTILITY PLAN SCALE: 1"=50' U-2 PROJECT NUMBER & PHASE 0800000237 SEWER MANHOLE (P) Dist COUNTY ROUTE POST MILES SHEET TOTAL PLUG &REMOVE 8" VCP SEWER LINE 6" GAS LINE (P)A\ - REMOVE 8" DIP SEWER LINE � k7-18='-ST_EEL CASING PIPE 12" WVWD WATER 12" W (P)- _ VERIZO-N FC_(-R)---� P6 EMOVE " VCP SEWER -LINE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 120 310 6/20/12 ROFesSto REGISTERE CIVIL ENGINEER DATE oe Nab ENG CHONG VOON z JUNE 22, 2012 No, C 68786 PLANS APPROVAL DATE m itExo 9/30/13 �m THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST CIVIL THE ACCURACY 09 COMPLETENESS OF ELECTRONIC 4rF OF CAL1POP�lP COP/E5 OF TH15 PLAN SHEET. SMH U — AECOM CITY OF FONTANA (CCORI STEEL WATER LINE * GROUND ELEVATION - o P6 9 /\� FSE 6If [?fERING PORTIONS i —�— 999 TOWN AND COUNTRY 5353 SIERRA AVENUE �� _— R/W Prop VERI�ON -F OI{gl�/KER -� ORANGE, CA 92858 FONTANA, CA 92335 m f \ - BY OTHERS----- 'CRQWFORD VER I ZON MH ( \ \ \ ---- -- CHA — o PP#4640046E (R) \ / w� REAL �_ _ - - - - - ACCESS -ROAD -BY OTHERS SEE __- n W� ONEO LYTLE ��_-� --�_ - __ CITY OF_ FONTANA INT RIM \ - W— CREEK D � _�_ -- LYTLE_ CRE -NORTkLRd PROJECT oPnc - - — �::7� T CYT RE �_-_ ROq ® CABLEM(I FELR Prop MCI F�B LE C EK E- _-_ R�IN 2" STEEL RIPE (R) BY OTHERSProp 12 7:- W, �E®��-- PRO VERIZON MH WATER -_ -� BY OTHERS _ 7W 12" WVW� WATER LINE (P) P5 (R) Rel 4" STEEL (CCMWC)-- �_w ' PP# (R) WATER LINE, RE �� - _- �_ PPtt4640063E (R) l � � �E VER I ZON FO W \ INTEFER]NG PORTION- LINE (UG) -(R) __ � - _�W� III UG FO (MCI) (R) f—�_ �I PP#4640062E (R) +i-� - --_--- - A �W CCMWC STEEL WATER LINE (P) TO BE TO BE ABANDONED AFTER ` �� LINE (UG) (R) Prop 4 CCMWC INSTALLED PSCE ELECTRIC R/W aw o SCE ELECTRIC LINE (OH) (R) p \ PPu (R) P8 w ,P 3' CCMWC STEEL WATER LINE (P) TO BE v x TO BE ABANDONED AFTER �� Abn 36" Cu I v V) Prop 4" CCMWC INSTALLED R/W 0 cc PP# (R)Lu a 1T. P9 �.�� MC[ FO (UG (K) AAS\ w 0 Lu _ 3" CCMWC STEEL WATER LINE` AND P1 12" WVWD WATER (R)-/ z 4' CCMWC WATER IN TO STEEL CASING REMOVE INTERFERING PORTIONS OR W _ -Abn AFTER Prop 4",CCMWCINSTAELED �- z ®�� o Prop 4" CCMWC � j r STEEL WATER LINE PP# SEE SHEET U - t � i ��u� � Bro p 1G" WVWD WATER L[N � �1 0 Y OTHERS 0 0- s q Prop SCE UG a Z BYOTHERS � N / _j uj Z L `fti F Prop 16" WVWD WATER LINE Lu "R-1" LINE W=IN IN 30" CASING V) w 575 PP# (R) \ \ SEE SHEET U-7 o Z 573 574 -- W J LLJ- SCE ELECTRIC LINE (OH) (R) Y S d o� Q F a - -- - o I - �� X J• - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - x a 10"_STEEL_CASINGy 4" OD_STEEL _(P) TO BE _ _ _ _ _ _ - _ _ ABANDONED AFTER Prop -4" CCMWC INSTALLED 00I� o 4; a 1 V1 v USERNAME =>LAN Engineering RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE => R�AFONT0801 1-15 Dunccn PS&E\Plans\DGN\80H130ka003.DGN IS IN INCHES I UNIT 2232 N O rn Lf7 O \ ee NOTE: W w THIS PLAN ACCURATE FOR UTILITY WORK ONLY. 0 a of a � w o� UTILITY €LITY PLAN o0 wo �o SCALE: I"=50' =50' U _3 Qo O PROJECT NUMBER & PHASE 0800000237 POTHOLE TABLE No. OWNER NORTHING EASTING Elev * DEPTH DESCRIPTION P5 1882827.95 6723528.94 1713.07 8.0 DRY HOLE P6 VERIZON 1882828.71 6723309.91 1708.40 4.1 2-4" PVC VERIZON DUCTS P60 WVWD 1882829.29 6723310.92 1708.44 4.90 12" WATER P7 CCMWC 1882830.78 6723680.87 1716.41 4.44 3" STEEL WATER P8 CCMWC 1882831.60 6723795.54 1720.00 5.54 3" STEEL WATER P9 CCMWC 1882806.81 6723891.75 1717.52 6.26 3" STEEL WATER P10 CCMWC 1 1882777.70 1 6723919.53 1 1717.10 1 5.94 3" WATER IN 10" STEEL CASING TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 120 310 6/20/12 ROFesSto REGISTERE CIVIL ENGINEER DATE oe Nab ENG CHONG VOON z JUNE 22, 2012 No, C 68786 PLANS APPROVAL DATE m itExo 9/30/13 �m THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR ST CIVIL THE ACCURACY 09 COMPLETENESS OF ELECTRONIC 4rF OF CAL1POP�lP COP/E5 OF TH15 PLAN SHEET. SMH U — AECOM CITY OF FONTANA (CCORI STEEL WATER LINE * GROUND ELEVATION - o P6 9 /\� FSE 6If [?fERING PORTIONS i —�— 999 TOWN AND COUNTRY 5353 SIERRA AVENUE �� _— R/W Prop VERI�ON -F OI{gl�/KER -� ORANGE, CA 92858 FONTANA, CA 92335 m f \ - BY OTHERS----- 'CRQWFORD VER I ZON MH ( \ \ \ ---- -- CHA — o PP#4640046E (R) \ / w� REAL �_ _ - - - - - ACCESS -ROAD -BY OTHERS SEE __- n W� ONEO LYTLE ��_-� --�_ - __ CITY OF_ FONTANA INT RIM \ - W— CREEK D � _�_ -- LYTLE_ CRE -NORTkLRd PROJECT oPnc - - — �::7� T CYT RE �_-_ ROq ® CABLEM(I FELR Prop MCI F�B LE C EK E- _-_ R�IN 2" STEEL RIPE (R) BY OTHERSProp 12 7:- W, �E®��-- PRO VERIZON MH WATER -_ -� BY OTHERS _ 7W 12" WVW� WATER LINE (P) P5 (R) Rel 4" STEEL (CCMWC)-- �_w ' PP# (R) WATER LINE, RE �� - _- �_ PPtt4640063E (R) l � � �E VER I ZON FO W \ INTEFER]NG PORTION- LINE (UG) -(R) __ � - _�W� III UG FO (MCI) (R) f—�_ �I PP#4640062E (R) +i-� - --_--- - A �W CCMWC STEEL WATER LINE (P) TO BE TO BE ABANDONED AFTER ` �� LINE (UG) (R) Prop 4 CCMWC INSTALLED PSCE ELECTRIC R/W aw o SCE ELECTRIC LINE (OH) (R) p \ PPu (R) P8 w ,P 3' CCMWC STEEL WATER LINE (P) TO BE v x TO BE ABANDONED AFTER �� Abn 36" Cu I v V) Prop 4" CCMWC INSTALLED R/W 0 cc PP# (R)Lu a 1T. P9 �.�� MC[ FO (UG (K) AAS\ w 0 Lu _ 3" CCMWC STEEL WATER LINE` AND P1 12" WVWD WATER (R)-/ z 4' CCMWC WATER IN TO STEEL CASING REMOVE INTERFERING PORTIONS OR W _ -Abn AFTER Prop 4",CCMWCINSTAELED �- z ®�� o Prop 4" CCMWC � j r STEEL WATER LINE PP# SEE SHEET U - t � i ��u� � Bro p 1G" WVWD WATER L[N � �1 0 Y OTHERS 0 0- s q Prop SCE UG a Z BYOTHERS � N / _j uj Z L `fti F Prop 16" WVWD WATER LINE Lu "R-1" LINE W=IN IN 30" CASING V) w 575 PP# (R) \ \ SEE SHEET U-7 o Z 573 574 -- W J LLJ- SCE ELECTRIC LINE (OH) (R) Y S d o� Q F a - -- - o I - �� X J• - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - x a 10"_STEEL_CASINGy 4" OD_STEEL _(P) TO BE _ _ _ _ _ _ - _ _ ABANDONED AFTER Prop -4" CCMWC INSTALLED 00I� o 4; a 1 V1 v USERNAME =>LAN Engineering RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE => R�AFONT0801 1-15 Dunccn PS&E\Plans\DGN\80H130ka003.DGN IS IN INCHES I UNIT 2232 N O rn Lf7 O \ ee NOTE: W w THIS PLAN ACCURATE FOR UTILITY WORK ONLY. 0 a of a � w o� UTILITY €LITY PLAN o0 wo �o SCALE: I"=50' =50' U _3 Qo O PROJECT NUMBER & PHASE 0800000237 NOTE: THIS PLAN ACCURATE FOR UTILITY WORK ONLY. POTHOLE TABLE 0. 1 OWNER NORTHING EASTING I Elev X I DEPTH I DESCRIPTION 131 WVWD 1 1883001.63 1 6725283.55 1 1753.07 1 3.84 1 16" WATER LINE * GROUND ELEVATION > w w � 575 - 6 7- 8 - 9 _Pro "CCTIWC_WATER \ \ LINE IN 12' STEEL CASING \ \\ SEE SHEET U-9 AND UP -3 \ -ROUTE 15 580 1 \ 2 I - 4 - —585 6 ist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd /l 15 9.82/11.94 121 310 6/20/12 QROF ESs �aN REGISTERE CIVIL ENGINEER DATE o a� ENG CH NG VOON - JUNE 22, 2012 w No. C 68196 PLANS APPROVAL DATE Exp 9/30/13A THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR s114 CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC rF OF CAL IVa�'� p COPIES OF 71'115 PLAN SHEET. �AECOM IONTANA, ITY OF FONTANA 999 TOWN AND COUNTRY353 SIERRA AVENUE ORANGE, CA 92868 CA 92335 7 0,-- - Prop SCE UG 10' (CCMVVC) -STEEL CA -SING - - - - - - - vq - - Abn 24" CULVERT (P) - (� BY OTHERS \\ \\ C) A" STEEL -WA -TER- (P-) - - - - - - - - - - - - Ql Ln-TO-BEAB-ANDONED AFTER - - - - - - - - I - Prop 4" -C-CMWC zED - 00 q �O 41 Ld ::DJ 10" (CCMWC) STEEL CASING N 575 4" STEEL WATER (P) / \ w ' REMOVE INTERFERING PROTIONS Yo F o m m Ll 576 AFTER Prop 4" CCMWC INSTALLED SCE ELECTRIC LINE (OH)(R) a� o vIw WV)t_ 5/-/, a = ELI `\'�� O CP v o v v \ \ S Prop 16" WVWD WATER LINE IN 30" CASING o x o SEE SHEET U-7 \ �� vLu 3 9 yo a LL \ o W x S90 R. P1 / 2 W z c \ - \ \ a \F�\ \ \ D h16� WATERLINE(R) R/W o� c85 x a Abn 4" (CCMWC) STEEL WATER LINE �\ i AFTER Prop 4" CCMWC INSTALLED 593 584 -� Abn 48" Culv Ln PP# (R)vv v v vim, v��vyv A�vv o CCMWC R/W _Pro 4'_C P WATER tt1VE \ \ o Pro 16" WVWD WATER LINE BY OTHERS a 3" (CCMWC) STEEL WATER LINE (P) \ o X J U UTILITY PLAN w. N SCALE: 1"=50' U-4 BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM RELATIVE BORDER SCALE 0 2 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE _> R.\FONT0801 1-15 DURCOn PS&E\Plans\DGN\80H130kaI 004.DGN IS IN INCHES I i I i I i NOTE: THIS PLAN ACCURATE FOR UTILITY - WORK ONLY. o; > W m a� o Jz W � Y UV,U JVl W aw = UD U x F. w � W 0 d w 0 a BORDER LAST REVISED 7/2/2010 POTHOLE z No. OWNER NORTHING EASTING Elev * DEPTH DESCRIPTION P14 WVWD 1883503.04 6725527.82 O P15 WVWD 1883748.28 6725285.98 1767.87 12.86 1 16" WATER IN 48" STEEL CASING 15 J 122 310 x a QRoFESSION REGISTERE CIVIL ENGINEER DATE a� o U �? ENG CHONG VOON JUNE 22, 2012 w c 68786 PLANS APPROVAL DATE No. Exp 9/30/13A THE STATE OF CALIFORNIA OR 175 OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrF of CAF tFa�`�P COPIES OF 71'115 PLAN SHEET. O CITY OF FONTANA 999 TOWN AND COUNTRY To 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 JJy,_ \ N u �- -"MCI BORDER LAST REVISED 7/2/2010 POTHOLE TABLE No. OWNER NORTHING EASTING Elev * DEPTH DESCRIPTION P14 WVWD 1883503.04 6725527.82 1770.15 8.42 1 16" WATER IN 48" STEEL CASING P15 WVWD 1883748.28 6725285.98 1767.87 12.86 1 16" WATER IN 48" STEEL CASING \\ �\ GROUND ELEVATION 40 o \�\ �yqC G� ACCESS ROAD BY OTHERS SEE CITY OF FONTANA INTERIM LYTLE CREEK NORTH Rd PROJECT Prop VERIZON FO BY OTHERS R /W \�y v \ S86 \ \� \� Prop 12" WVWD WATER Prop MCI FO BY OTHERS BY OTHERS Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 122 310 6/20/12 QRoFESSION REGISTERE CIVIL ENGINEER DATE a� o �? ENG CHONG VOON JUNE 22, 2012 w c 68786 PLANS APPROVAL DATE No. Exp 9/30/13A THE STATE OF CALIFORNIA OR 175 OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrF of CAF tFa�`�P COPIES OF 71'115 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY To 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 Q \ \ _ \ \ VERIZON Te LINE (UG) 12" WVWD WATER (R) ( Rel 4" ;\ STEEL (CCMWC) WATER LINE � t7W S f\ \_ � W _ CEO-- �- To \ - - TER R) �w_8" WVWD _ D WAw - �- -"MCI �_ S8 -..W1 = - ,- -_ FO(UG) �- - y �� -- _ - —1-= v �- -- _ --- - - -- =-- - - --- ------- - - - � -- e —--�_--- 7-7 w_� 92 593 — - ------ -- ___—_ - --__ O 96, - w01 - - - - 598 - - - - - cn _ - _ _ 36" STEEL CONDUCTOR -CASING _ _ ------ 59-9- al W vll WITH 16" WATER (WVWD) ( P) -III - - - - - - - - - - - - - CoNc - - - - - - - - Uj Z10 - - � - - - - - - - - - - ml - 'rn H . —ROUTE 1 5. w W LJ -7 - - 8 9 590 1 2 3 II I 4 595 6 I $ 9 O N - - 1 36" AND 48" T_EEL CONDTJCTOR�ASLN w w WITH 16' WATER (WVWD)-(P� II - - - - - al ZN - - I vl I J °al - — — — �— — — — — — — — — — — _ -rte -.. -• -,-, - II 596 597 -%vti-,—r-.,-wr-.^. ..R-3" LINE �-9�– - ; _-_�5------- __� ..`-- -----� <f 592 593- F� 591 ___--- -)3 5g -- ___- R/W ' - P14 ID` / 16" WVWD WATER LINE (P) w� UTILITY PLAN SCALE: 1"=50' U-5 -77 USERNAME=>AECOM RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0$00000237 DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\8OH13Oka005.DGN IS IN INCHES NOTE: THIS PLAN ACCURATE FOR UTILITY WORK ONLY. CITY OF FONTANA INTERIM LYTLE CREEK NORTH Rd PROJECT Prop VERIZON FO VERIZON Tel LINE (UG) (R) om R/W BY OTHERS. w m --- --- - - Abn 4" CCMWC WATER LINE �o -, _• -- FO----FOL— —LYZLF_CRENf Rd— �o w� _ ea--e—y a - fow - - --� f - - x m - - - - - — - - -- f� fdy > , • -_ - -� Pro MCI FO 1$ - o fc)"_ -_ Ty WVWD WATER LINE (P) 1 0 1 _ BY OTHERS 1 v 77 W 0')- - _• MCI FO (UG) (P) 1 a 1L U1 — — - - - - - a W _ III 000- - - - - - - - - - - - - --- - - -- - ---- --- -- - U 2 Z- 1- 1 Z InI- w 0 I w Ia(- W D -__--- _- _ __ U_ z cc LnIII' --- ww - - ---- --ROUTE 15 -- _T - ---- - �l_- - v=i 600 1 2 3 - - - 605 - - -- - - 4 6 -- -- -- ` w — - - - -- -- - --- --- - - - 7 - - 8 - _--_ - z wi - - - - - - - - - _ - -- -- --- - ----------- ------ 9 vw --- - - -- — - 610 o -_ - x a J-IIR=3" LINE - - - - - - - - - - - - - - - - - - - - _ - - - - a� --- - - Of------ u cl- U -� — --- --- - --- ---- ----------------- — - - ll c� - T W IY R/W w 1. cz) _ ~ Z x J a U 0 w. a USERNAME=>AECOM RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\8OH13Oka006.DGN IS IN INCHES I UNIT 2232 ist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd /l 15 9.82/11.94 123 310 6/20/12 QROFEs �aN REGISTERM CIVIL ENGINEER DATE o a� ENG CHONG VOON - JUNE 22, 2012 w No. C 68196 PLANS APPROVAL DATE Exp 9/30/13A THE STATE OF CALIFORNIA OR 175 OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrF of CAL IV��P COPIES OF 71'115 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 UTILITY PLAN SCALE: 1"=50' U-6 PROJECT NUMBER & PHASE 0800000237 ist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 124 310 /6L.-�—� � 6/20/12 REGISTERED CIVIL NGINEER ROFESs�a DATE Nay FOR COMPLETE RIGHT -OF WAY AND ACCURATE oe MICHAEL N TZE NGAI IP ti 350' VC x O THE STATE OF CALIFORNIA OR ITS OFFICERS CIVIL ........................................... > OR PIPELINE; AT ABUTMENT SEE SHEET UD -1 FOR STEEL CASING SEE'SHEET UD -1 ................ > a.. > FONTANA 999 TOWN AND COUNTRY ai rn ORANGE, CA 92868 CA 92335 „W-1" 16" FUSION EPDXY COATED WELDED PIPE CLASS 200 WITH MORTAR STEEL,CASING;I LINING / I ...... OGI w� 0O� w _ 0-N + w - m= w �M Li 1 750 w Z w O I N _ m0 a 0 w O 0 + H W >00 mw 0- • C4 0 Q H r-) (.0 O F- 725 .7 V V00 OMr > c z w M QU "o r M V w M _ Z 61 in o — v + = cD Ln v wr n m — > LSI mot r v ODMLn co w + In yr > a LJ- .°� N O 0 + w in r FOR PIPE SUPPORT DETAIL, SEE STRUCTURE PLANS —N a0o> 00 +; N + (D � _ w w1770 0.17 N m w in > W w a o vv v 16 Ln Ln r Ln 0 uo +Q0 +w += 0w mr aor rn zr x 11 Lu APPROACH .................. ..... .. .......... APPROACH- ... ,SLAB: 1760 SLAB 15 TYP \ 1 FOR PIPELINE AT ABUTMENT,DETAIL om �Q z Q w 1750 \ SEE' SHEET UD -1 FOR STEEL CASING DETAIL , SEE SHEET UD -1 ist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 124 310 /6L.-�—� � 6/20/12 REGISTERED CIVIL NGINEER ROFESs�a DATE Nay FOR COMPLETE RIGHT -OF WAY AND ACCURATE oe MICHAEL N TZE NGAI IP ti w C 43611 PLANS APPROVAL DATE O THE STATE OF CALIFORNIA OR ITS OFFICERS CIVIL ........................................... > OR PIPELINE; AT ABUTMENT SEE SHEET UD -1 FOR STEEL CASING SEE'SHEET UD -1 ................ > a.. ... > FONTANA 999 TOWN AND COUNTRY ai rn ORANGE, CA 92868 CA 92335 „W-1" 16" FUSION EPDXY COATED WELDED PIPE CLASS 200 WITH MORTAR STEEL,CASING;I LINING / I ...... OGI w� 0O� w _ 0-N + w - m= w �M Li 1 750 w Z w O I N _ m0 a 0 w O 0 + H W H m U F- 725 .7 V V00 IT W N vv v 16 Ln Ln r Ln 0 uo +Q0 +w += 0w mr aor rn zr FG AT LINE "W-1" 11 Lu .................. ..... .. .......... APPROACH- ... ,SLAB: ist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 124 310 /6L.-�—� � 6/20/12 REGISTERED CIVIL NGINEER ROFESs�a DATE Nay FOR COMPLETE RIGHT -OF WAY AND ACCURATE oe MICHAEL N TZE NGAI IP JUNE 22, 2012 w C 43611 PLANS APPROVAL DATE No. Exp,3/31 /13A THE STATE OF CALIFORNIA OR ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC a : OF CAL Iva�� p COPIES OF 71'115 PLAN SHEET. OR PIPELINE; AT ABUTMENT SEE SHEET UD -1 FOR STEEL CASING SEE'SHEET UD -1 / DETAIL DETAIL 116" WATER LINE BY OTHERS AECOM FONTANA 999 TOWN AND COUNTRY RRA AVENUE 7FONTASNA, ORANGE, CA 92868 CA 92335 �� \\ 16" WATER LINE LINE "W-1" 16" WVWD WATER LINE PROFILE ,I V) Lu aw = \ BY OTHERS UD U 15 16 17 o 19+20.00 LINE "W-1" FOR COMPLETE RIGHT -OF WAY AND ACCURATE 3" AIR RELEASE VALVE N SEE SHEET UD -2 FOR STEEL CASING DETAIL > SEE SHEET UD -1 AGGESS DATA, SEE RIGHT OF WAY RECORD / FOR PIPELINE AT ABUTMENT DETAIL w OR PIPELINE; AT ABUTMENT SEE SHEET UD -1 FOR STEEL CASING SEE'SHEET UD -1 / DETAIL DETAIL 116" WATER LINE BY OTHERS w J a o J 1760 UTILITY DECK DRAIN SYSTEM/ SCE 6-5" C — LINE WVWD STEEL IN 30." „W-1" 16" FUSION EPDXY COATED WELDED PIPE CLASS 200 WITH MORTAR STEEL,CASING;I LINING / I ...... OGI w� 0O� w _ 0-N + w - m= w �M a 1 750 SHEETS BY UNIT 2232 o I �� \\ 16" WATER LINE LINE "W-1" 16" WVWD WATER LINE PROFILE ,I V) Lu aw = \ BY OTHERS UD U 15 16 17 FOR PIPELINE AT ABUTMENT DETAIL SEE SHEET UD -1 FOR STEEL CASING DETAIL SEE SHEET UD -1 d 16" WATER LIN o BY OTHER WVWD 16' FUSION EPDXY COATED WE ED STEEL PIPE CLASS 200 ITH a RTAR LINING IN 30" STEE CASING LINE "W-1" 0.17' RT OF LINE o � � x o�NOTE: Q THIS PLAN ACCURATE FOR UTILITY WORK ONLY. V BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ka007.dgn 01 TS AT I ON ERS N89022'00"EZL 17 \\\ N89022'00"E LINE "W-1" 16" WVWD WATER LINE PLAN 18 19 MWC 4" FUSION EPDXY COA D WELDED STEEL PIPE CLASS 00 WITH MORTAR LINING IN 12" S EEL CASING LINE "W-2" 14.08' /OF "D" LINE SEE SHEET U-8 U\ VAA ABN 24" CULVERT VAY \a RELATIVE BORDER SCALE IS IN INCHES NCAN CANYON Rd 0 2 3 -E "D" LINE W -16" WATER LINE BY OTHER o 19+20.00 LINE "W-1" FOR COMPLETE RIGHT -OF WAY AND ACCURATE 3" AIR RELEASE VALVE N SEE SHEET UD -2 FOR STEEL CASING DETAIL > SEE SHEET UD -1 AGGESS DATA, SEE RIGHT OF WAY RECORD / FOR PIPELINE AT ABUTMENT DETAIL w SEE SHEET UD -1 MAPS AT DISTRICT OFFICE.-- -' a UTILITY DECK DRAIN SYSTEM/ SCE 6-5" C PLAN AND PROFILE W SEE STRUCTURE P NS SEE SCE RE VERT, SCALE 1"=4' U-7 a W SHEETS BY UNIT 2232 o W v 0 W 725 26 vv v 16 FOR PIPELINE AT ABUTMENT DETAIL SEE SHEET UD -1 FOR STEEL CASING DETAIL SEE SHEET UD -1 d 16" WATER LIN o BY OTHER WVWD 16' FUSION EPDXY COATED WE ED STEEL PIPE CLASS 200 ITH a RTAR LINING IN 30" STEE CASING LINE "W-1" 0.17' RT OF LINE o � � x o�NOTE: Q THIS PLAN ACCURATE FOR UTILITY WORK ONLY. V BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ka007.dgn 01 TS AT I ON ERS N89022'00"EZL 17 \\\ N89022'00"E LINE "W-1" 16" WVWD WATER LINE PLAN 18 19 MWC 4" FUSION EPDXY COA D WELDED STEEL PIPE CLASS 00 WITH MORTAR LINING IN 12" S EEL CASING LINE "W-2" 14.08' /OF "D" LINE SEE SHEET U-8 U\ VAA ABN 24" CULVERT VAY \a RELATIVE BORDER SCALE IS IN INCHES NCAN CANYON Rd 0 2 3 -E "D" LINE W -16" WATER LINE BY OTHER d N 19+20.00 LINE "W-1" O N 3" AIR RELEASE VALVE N SEE SHEET UD -2 FOR STEEL CASING DETAIL ^ ^ SEE SHEET UD -1 w o FOR PIPELINE AT ABUTMENT DETAIL SEE SHEET UD -1 a a UTILITY o� PLAN AND PROFILE HORIZ. SCALE 1"=20' �o VERT, SCALE 1"=4' U-7 e o �o UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. x ow N cc W w � ¢ LL o W � V W z ir a 0 z 0 x H Cr Z a w O m z w Cl- W 0 z c= O J x U CITY OF FONTANA INTERIM LYTLE CREEK NORTH Rd PROJECT �ZPro -FO VER I Z( I Xz -�-�- y NOTES: CD _ 1. THIS PLAN ACCURATE FOR UTILITY WORK ONLY. a 2. SEE SHEET UD -1 FOR TRENCH DETAIL. BORDER LAST REVISED 7/2/2010 USERNAME =>LAN Engineering DGN FILE => R�AFONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ko008.dgn LINE ''W-2" 4'' CCMWC WATER LINE RELATIVE BORDER SCALE IS IN INCHES �0. UNIT 2232 ist COUNTY ROUTE TOTAL PROJECT No. ''EE 08 SBd 15 9.82/11.94 125 310 6/20/12 POFESsto REGISTERED CIVIL IINGINEER DATE oe Nay MICHAEL TZE NGAI IP JUNE 22, 2012Na, C 43671 PLANS APPROVAL DATE Exo 3/31/13 »A THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FORST CIVIL ZP THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF OF cAUFOPa COP/E5 OF THI5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 W LLI z W J Ln UTILITY PLAN SCALE: 1''=50' U '$ PROJECT NUMBER & PHASE 0800000237 C'3 W - — �cS-(Oh ) e doh)— e doh h) cc / LINE ''W-2 A"'EML&C 'WELDED STEEL / CLASS 2{30 OCMWC WATER LINE / SEE SHEET UP -2 34.83' RT OF "D" LINE CO �� / / SCE CONDUITS / o SEE SCE RELOCATION SHEETS BY OTHERS x ~ of cl-/ / / i/ rf LINE "W-1" 16" WVWD WATER LINE a / THROUGH STRUCTURE d /W o [ SEE SHEET U-7 / J 24+68.16 LINE "W-2" Beg 12" CASING Z / 16" WVWD WATER LINE o BY OTHERS X J s` o V� NOTES: y 1. THIS PLAN ACCURATE FOR UTILITY WORK ONLY. Q 2. SEE SHEET UD -1 FOR TRENCH DETAIL. V USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ka009.dgn LINE "W-2" 4" CCMWC WATERLINE RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I xist 48'' SD (A) UNIT 2232 00 F W o� 0 a J a F W a � 00 UTILITY PLAN wo SCALE: 1"=50' U-9 = o �o PROJECT NUMBER & PHASE 0800000237 Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 126 310 6/20/12 ROF ESS IO REGISTERED CIVIL NGINEER DATE oe Nay x MICHAEL Fz TZE NIP - / / JUNE 22,z 436AL DATE � N°. C 43611 PLANS APPROVAL Exo.3/31/13A THE STATE OF CAC M01 5A OR ITS OFFICERS CIVIL 1 V 1 L OR AGENTS SHANOT LL BE RESPONSTBL E FOR sT tiP a THE ACCURACY OR COMPLETENESS OF ELECTRONIC of CAF COPIES OF THIS PLAN SHEET. OP / AECOM OF FONTANA m_4, ]CITY 999 TOWN AND COUNTRY 8353 SIERRA AVENUE CA 92868 FONTANA, CA 92335 m o >ORANGE, L w / I i ,� 1 6" WVWD WATER LINE (P) INE "W-2" 4" FUSION EPDXY COATED CO co kn / / '/ / 16" WVWD WATER LINE / BY OTHERS WELDED STEEL CLASS 200 WITH / 30+69.17 LINE "W- 2" / MORTAR LINING CCMWC WATER LINE � ANGLE POINT / 34+83.05 LINE "W-2" WITH 12 CASING, SEE SHEET 14.08' LT OF "D" LINE UP -3 � / � � � h / � / ANGLE POINT 16" WVWD "W-2'' DECK DRAIN SYSTEM SEE STRUCTURE PLANS / - / WATER LINE 0+00.00 LINE "W-2" BY OTHERS 3 34+90.12 LINE _ "D" 614+66.01, 41.99' RT p _ANGLE Ln LINE "W-2" 4" CML&C STEEL CLASS 200 / 29 POINT 6.95 LINT,//W-2" / - END 4" CCMWC WATER LINE CONNECT TQ -Exist WITH REDUCER N CCMWC WATER LINE -_ a END 1 CASING - — oQm z w 00 SEE SHEET UP -1 — ----- - _-- — --- --- -- V, z = E N89°22'0" E -- -E -E - - -E -E — -- _ — -- —_ — -- -- — - w— �o J 24 25 26 28 0 — -------- cV w 14 5_ . 16 = 7 1 1 _ __ _— — ---- -- � LLI �—--- � / co — -----� N i�, ourvcarv�arvroN 9PAo 3 NCAI 2� .. 3 v — - -- ------ ---- w Ld Zw - -- -... ,.. -- -------- ------ _ -- ---oY v z N _ -, / 30+25.00 1" AIRRELEASE LINE "W-2"/ VALV / ------- - ---- — - / Prop 24" SD z = Q / S 30+80.00 LINE W-2' GATE VALVE SEE SHEET UD -3 3" (CCMWC) STEEL WATER LINE (P) C'3 W - — �cS-(Oh ) e doh)— e doh h) cc / LINE ''W-2 A"'EML&C 'WELDED STEEL / CLASS 2{30 OCMWC WATER LINE / SEE SHEET UP -2 34.83' RT OF "D" LINE CO �� / / SCE CONDUITS / o SEE SCE RELOCATION SHEETS BY OTHERS x ~ of cl-/ / / i/ rf LINE "W-1" 16" WVWD WATER LINE a / THROUGH STRUCTURE d /W o [ SEE SHEET U-7 / J 24+68.16 LINE "W-2" Beg 12" CASING Z / 16" WVWD WATER LINE o BY OTHERS X J s` o V� NOTES: y 1. THIS PLAN ACCURATE FOR UTILITY WORK ONLY. Q 2. SEE SHEET UD -1 FOR TRENCH DETAIL. V USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ka009.dgn LINE "W-2" 4" CCMWC WATERLINE RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I xist 48'' SD (A) UNIT 2232 00 F W o� 0 a J a F W a � 00 UTILITY PLAN wo SCALE: 1"=50' U-9 = o �o PROJECT NUMBER & PHASE 0800000237 :.....................:.....................:.....................:.......................................... .................... Dist COUNTY ROUTE TOTAL PROJECT No. SHEE TE 08 SBd 15 9.82/11.94 127 310 ... ..:..... ............:... ........................ ...........:..... ................. .......................... ..... .,..... .... ..... .. ...... ...... ..... ...... ... ..... ... ...... ....... 6/20/12 :. :. : :. :. ------- ---- ----- ------ ---- ------ ------ ----- ----- -- ---- -- -- ----- ------- REGISTERED CIVIL ENGINEER Q�oFESs/°Nq DAT 0 MIC 11 TZE NGAILIP ................ ... ....:... ......................... ..........,..... ............... ......................... ................ ..,.......................................................... ......... ..................................... JUNE 22, 2012 C43671 ;... -..- .--- --.. -. .- ---- ---- --.. -..- -- ----- -- ---- ----- PLANS APPROVAL DATE No. A Exp.3/31/13 THE STATE OF CALIFORNIA OR ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FORSry �P THE ACCURACY OR COMPLETENESS OF ELECTRONIC rfPN °F ...........................................:....................e.................... .:. .................... COPIES OF THIS PLAN SHEET. cn�ff� AECOM CITY OF FONTANA o 999 TOWN AND COUNTRY 8353 SIERRA AVENUE r m................................:.......... w ................................. :................................ ............ ................................. .......................................... ................................................................... - ORANGE, CA 92868 FONTANA, CA 92335 N cr Q 1760:-- .. —' —' —' —' —' .. —' —' —' —' .. —' —' —' —' —-----------------------'--------..._.._.._.._.._:._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._ . - ... .......................................................-.._.. 1760 0 X— W > O WVW 0-0 0- Lc) BY OWNERS + 1750 ----------- ;F-IE-L.D--V.ER.IFY o M 1750 ------------- ----------------- ---- ---- -------- ------- ---- -- -- -- --..--..--:.--..--..-;..--..--..:.-..--..--..--..--.. -- -- -- -- - © -- --------. N o Lit MQ W N +v Z 1 > UJ D H N J --------------------i----------: - - .---..--..--..--..--. ..--..--..--------- ------------------ W O> W _ ... 2 N > 0- U-) N �p°/, W 0- o 0) Lo A•LLI 0 C4 .. �o aw m o 00 �I•... 1' Min LLi ZLu a� ati .1 �O CIr J� U� U 1' Min / a w = �N Clr v o v ......... ... ..... :............. ...:. ................... ................. :..........,.. ....: ................... .... ........ ............... ...... .............. ..... .. ........ .... ....... .. .. u. . .............................................. U ... ................. / \ 3°a2•% ice/ ///: < 1730 1730 ..--.. .. - -- -- - ------------- y; �-- - RCP --- ---. ..Pro24" / \ D H> 4" CML&C WELDED STEEL CLASS :200 a IL �o C.CM-WC--:NAT.ER.-L-INE o W ----------------- -------------------- — W ------------------- ------- ------------- -------------- ��--------------- -------------- _ W----- --'-- - ----- ------ -- -- - - `- -- -- -- -- -- -- -- -- - -- -- -- -- -- _ >a 0 Lu W 1 720 M> FG AT LINE W-2" 0~ 1 720 Q pl• / Ln a pW in •k w N . o_ w N� z � 0 Prop FOI VER I ZON M u7 t9 H o ti 00 7- Abn Exist 36" CMP 1710 �- z OG — Pro 24": RCP 1 71 0 X_ --------------------------------------------- � - ---- --------------------- -..-- ..--..--..--.. .. .. .. .. . .. .. .. .......... ------. ........................................ iia Of cl- — v) ZI -- -- -- --- ------ ---- -- -C in ---- ---- -------- ----------------- ----------------- --------------- ----------------- ---------------- ----------------- ------------------ ----------------- r v .5 % a>i CD LL, Pro 24" RCP z 1700 m v 1700 w.......... ................... ..........,—. .......:� .................. Exist 3" CCMWC ��: n o� LLJ o WATER t1NE mo �> �o ............ .............................. .......... Q 00,........ .+ .................... ..................... ..................... .......................................... .................. ................... .................. -------------------•__--__--__ -- _--__--° ~•---..--. Iii co --.-- _--__--__--__--__--_ -__--__--__--__--___ __--__--__--__--__-- -..--..--.-- ---..--..--.. _.-..--..- --..--..--..--. -..-..--..---.__----..-- --.--_----..--..-- - -- Of 1690 ..... --_+0 v -- r -~--_ - :.. :: :: UTILLT.Y. PROFILE O 1690 ...... ...... ........ ..:.. ..... .. .... ....... ..... .... .. ........ ........ :. ...... ..... .... .. .. ....... ... ... ....... ...... ..... . .... .. ...... .. ........ ..--. .---- --- .�R. . 5�'_ X a 120" vC LINE "W-2" 4 CGMWC WATER :LINE PROFILE VERT�SCALEE1"=5" U P o STATION 14 15 16 17 18 19 20 21 22 23 TOTAL a Exc N CY Emb BORDER LAST REVISED 7, 10 USERNAME=>AECOM RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Pians\DGN\80H130kb001.dgn IS IN INCHES X ---------------------- > N _ a— IyJ \ W U > mo >a mo m O j ... Qt N W .>------ : J > > Ww > m w N �O :. W W > Ul L() N mIL Nd WO Q O M o M 6'� N Q ...�� W) H ZS ~ j ... Qt N W .>------ : J > > �- w I------------------ W Z W > F —W mIL Nd WO Q O >a D-0 o -L`' >tL N Q ...�� W) H ZS ~ a -o --L J 6lN�N ti 6 — 0M OO F LLI OM •Nti O + l9 }IO l0 + 01, .. ooI� O-)Zti N^ t.t4NQ N— N W— O O > M > } 7 W W 2 N > W N � — I------------------ -- > ------------------'--------------------- > F a a> o J H W � W _ > !L 6 — O W BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130kb002.dgn RELATIVE BORDER SCALE 01 2 3 UNIT 2232 IS IN INCHES i i i PROJECT NUMBER & PHASE 174 TOTAL 0800000237 n O 0 r O O x COUNTY I ROUTE TOT 081 SBd� 1115 9.82/11.94 11291 310 `•� T 6/20/12 ROFess LoNEER REGISTERED CIVIL E� DATE N.oT oe MICHAEL W TZE NGAI IP z JUNE 22, 2012 No- C 43611 PLANS APPROVAL DATE A Exp -3/31/13 THE STATE OF CALIFORNIA OR ITS OFFICERS �` CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR Se, .tiP AECOM ICITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 350" VC 1 760 urcl., a Z 0 x J w STATION Exc N CY FmY .`°Zo ... ......... W p— x 0 L O� v= w ti Lr1 ti Ln FOR PIPE SUPPORT DETAIL N II m N N.. ........ . SEE STRUCTURE PLANS ' 0.17% APPROACH A':A-1- SLAB N N rn N JW Z— W w = W N CD . -Z W -------------------- FOR PIPELINE AT ABUTMENT —_ > 0- and N (n ai o0- Q)C4 0- 0 w W pm >0- 0) u Q - ------------------- FOR STEEL CASING > >'. .. > LL] Ol Lin to > M H M if1 � W Lr1 Lr)in � m .ti � N : o) t0= O uo = M O N N O M 00 -------------------- - SEE SHEET UD 1 / 4.00 N N> a) O, rM : , 11') M 61 M N M O 4' WATER LINE _ N — W W. d + M + W }- � } W 00 6) = 0 l0 Lfl FOR PIPFLINE'AT ABUTMENT DETAIL CCMWC 4" FUSION EPDXY-COATE-D -WELDED SEE SHEET UD -'.1 - a- d rQ- FG AT LINE "W-2.. Nr N� N u w N� / SEE, SHEET UD -1 1770 �wu -- -- -- -- -- ---- L7 0 -'� - m 0 0] co �- - - '- - -- N ....... ..... ........ ... . - H. FSLAB — — \ SEE SHEET UP4 - 1770 / 1 760 urcl., a Z 0 x J w STATION Exc N CY FmY .`°Zo ... ......... W p— x 0 L O� v= w ti Lr1 ti Ln FOR PIPE SUPPORT DETAIL N II m N N.. ........ . SEE STRUCTURE PLANS ' 0.17% APPROACH A':A-1- SLAB BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130kb003.dgn UTILITY PROFILE --- MWC WAITER LINE PROFILE HORIZ. SCALE 1 —20'q VERT . SCALE 1 —4' -U-P' --3 -- RELATIVE BORDER SCALE o 1 z IS IN INCHES I i I i I i I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 15DETAIL—/— TYP FOR PIPELINE AT ABUTMENT —_ SEE SHEET UD -1- — OG J -7// — FOR STEEL CASING DETAIL - SEE SHEET UD 1 / 4.00 4' WATER LINE -- -- SE -2 / E :SHEET {IP LINE ''W-2" FOR PIPFLINE'AT ABUTMENT DETAIL CCMWC 4" FUSION EPDXY-COATE-D -WELDED SEE SHEET UD -'.1 STEEL PIPE CLASS 200 WITH MORTAR LINING / FOR STEEL CASING DETAIL IN 12'' -STEEL --CAS-I-NG:-------- - - / SEE, SHEET UD -1 / 4" WATER LINE / — — \ SEE SHEET UP4 / ..............................SB..1......;............................... ................. \ . .......... ........ \ BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R.\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130kb003.dgn UTILITY PROFILE --- MWC WAITER LINE PROFILE HORIZ. SCALE 1 —20'q VERT . SCALE 1 —4' -U-P' --3 -- RELATIVE BORDER SCALE o 1 z IS IN INCHES I i I i I i I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 W VARIABLE 2 U Z 0 W z 1= Q (g NOTES: 1. WIDTH OF TRENCH o MIN. = PIPE O.D. + 12" MAX. = PIPE O.D. + 16" zo 2. USE PAVEMENT SECTION ABOVE UNLESS NEW ROADWAY PAVEMENT SECTION IS GREATER x a of TYPICAL TRENCH DETAIL Q_ NO SCALE a w a w 0 a z Of O x J a 0 w NOTE: Q THIS PLAN ACCURATE FOR UTILITY WORK ONLY. Ln 0 USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130kc001Agn "D2" OD X %" WALL THICKNESS STEEL PIPE (CASING PIPE), FUSION - BONDED EPDXY LINED AND COATED - - - ABUTMENT B COATED WHE r m 0 w in "A" y//JD15 6/20/12 Ess ION DIAMETER Q�oF REGISTERED CIVIL tNGINEER DATE o a� SULATORS FOR CENTERED/ MICHAEL o w N > > w � w 12" JUNE 22, 2012 C 43671 10.4' J a " 16" SAWCUT OR COLD PLANE 6' W OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P "D1" WELDED STEEL PIPE STANDARD THE AccuRACr OR cOMPLETENEss OF ELEcraoNTc oF CAZIFORN COPLE5 OF 711,'5 PLAN SHEET. _ Z I 1 FOOT FROM TRENCH CUTS CITY OF FONTANA 8353 SIERRA AVENUE �FONTANA, CA 92335 (CARRIER PIPE) W W H � EXISTING ROAD PAVING x \�/C 1" TO 1�/2'' AC CAP PAVEMENT 3" AC BASE PAVEMENT m .< \�\ CLASS 2 ROAD BASE (6" MIN) BALANCE OF TRENCH TO BE BACKFILLED LOCATOR WIRE WITH MATERIAL FROM EXCAVATION IN LAYERS NOT EXCEEDING 3 FEET IN N DEPTH, OR AS PER SPECIFICATION o TO 12" OVER TOP OF PIPE mifBACKFILL w WITH SELECTED GRANULAR MATERIAL J WITH A SAND EQUIVALENT OF 30 PER J W SPECIFICATIONS aw m = ` w in x WATER MAIN OR SERVICE LATERAL o a ��j FLOW GRADE PER PLANS w LINE � M u' W PROVIDE UNIFORM BEARING FOR PIPES WITH MINIMUM 3" THICK SAND BEDDING W VARIABLE 2 U Z 0 W z 1= Q (g NOTES: 1. WIDTH OF TRENCH o MIN. = PIPE O.D. + 12" MAX. = PIPE O.D. + 16" zo 2. USE PAVEMENT SECTION ABOVE UNLESS NEW ROADWAY PAVEMENT SECTION IS GREATER x a of TYPICAL TRENCH DETAIL Q_ NO SCALE a w a w 0 a z Of O x J a 0 w NOTE: Q THIS PLAN ACCURATE FOR UTILITY WORK ONLY. Ln 0 USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130kc001Agn "D2" OD X %" WALL THICKNESS STEEL PIPE (CASING PIPE), FUSION - BONDED EPDXY LINED AND COATED - - - ABUTMENT B COATED WHE CASING END SEAL DIMFNSIONS WATER LINE Di.tj COUNTY I ROUTE TOTAL PROJECT 1-4O.' S'H'EiT 08 SB�dd 9.82/11.94 130310 "A" y//JD15 6/20/12 Ess ION DIAMETER Q�oF REGISTERED CIVIL tNGINEER DATE o a� SULATORS FOR CENTERED/ MICHAEL D CARRIER POSITION TZE NGAI IP z 12" JUNE 22, 2012 C 43671 10.4' No, A PLANS APPROVAL DATE 16" 3/31/13 6' THE STATE OF CALIFORNIA OR ITS OFFICERS .4 CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P "D1" WELDED STEEL PIPE STANDARD THE AccuRACr OR cOMPLETENEss OF ELEcraoNTc oF CAZIFORN COPLE5 OF 711,'5 PLAN SHEET. WEIGHT WITH BUTT -WELDED JOINTS AECOM 999 TOWN AND COUNTRY ORANGE, CA 92868 CITY OF FONTANA 8353 SIERRA AVENUE �FONTANA, CA 92335 (CARRIER PIPE) CASING END SEAL DIMFNSIONS WATER LINE " D1" "D2" "A" "B.. DIAMETER 4" 4" 12" 2.9' 10.4' 16" 16" 30" 6' 13.5' RELATIVE BORDER SCALE IS IN INCHES CASING DETAIL NO SCALE BB OR EB 37.83' CASING INSULATORS FOR CENTERED/RESTRAINED CARRIER POSITION SEE DETAIL THIS SHEET "B" 17'12.33'1 3' 1 "A" I RUBBER ANNULAR SEALING DEVICE "D1" FUSION BONDED EPDXY COATED WELDED STEEL z PIPE CLASS 200 WITH CEMENT MORTAR LINING v a "D2" OD X 0.375" WALL THICKNESS STEEL PIPE (CASING PIPE), FUSION BONDED EPDXY LINED AND COATED CL BRIDGE Z 18 MILS THICK. CAST INTO ABUTMENT BACKWALL. CEMENT MORTAR ARMOR COATED WHERE BURIED. RUBBER ANNULAR SEALING DEVICE INSTALL BETWEEN CARRIER AND CASING PIPES PIPE ABUTMENT DETAIL NO SCALE 1 z s UNIT 2232 iI III 2' 11 .5 L PIPE SUPPORT SEE STRUCTURE PLANS a "D1" FLEXIBLE EXPANSION JOINT Il� rn WITH FLANGED JOINTS to M N M "D1" MORTAR LINED AND FUSION BONDED N o EPDXY COATED WELDED STEEL SPOOL 00 �w o� 0 a a a � o� UTILITY DETAILS w O NO SCALE U D-1 0 �o PROJECT NUMBER & PHASE 0800000237 x a IL L VARIABLE O o W NIPPLE T -1E. ORIENTED TO CLEAR AIR VALVE BODY. N PROVIDE EXHAUST SCREEN 2 BRASS PIPE NIPPLE, THREADED BOTH ENDS 11 9 N •• WATER MAIN O5 METAL ENCLOSURE r m � > APPROVED EQUAL, CAST IRON BODY, STAINLESS STEEL AND o w to w � SEE THIS SHEET FOR DETAIL 10 W (L' H Q U FINISHED GRADE (j ALL PIPE FITTINGS AND VALVES SHALL x NW.% H v a IL STD. GALV. 900 ST. ELBOW; 3" LONG STD BLK NIPPLE O o W NIPPLE T -1E. ORIENTED TO CLEAR AIR VALVE BODY. N PROVIDE EXHAUST SCREEN 2 BRASS PIPE NIPPLE, THREADED BOTH ENDS 11 z N •• WATER MAIN O5 ENCLOSURE - SEE SHEET U-11 7 6/20/12 pN4 N •• \ O t9 APPROVED EQUAL, CAST IRON BODY, STAINLESS STEEL AND W BRONZE INTERNAL WORKING PARTS, STANDARD SCREWED REGISTERED CIVIL NGINEER DATE pP°FESs o 3 SIZE AS CALLED FOR ON PLAN O7 a (j ALL PIPE FITTINGS AND VALVES SHALL TZE NGAI IP z BE SAME DIAMETER AS AIR VALVE INLET z PIPE THREADS SHALL BE CLEAN AND i SHARP AND SEALED WITH AN APPROVED PLANS APPROVAL DATE Exp,3/31/13 z JOINT COMPOUND 0 r v ArLlv f1CHV1 UUI1 UUMD. HIR RrLLH3C VHLVC O STD. GALV. 900 ST. ELBOW; 3" LONG STD BLK NIPPLE O T -2E; STD. BILK, 900 ELBOW; & 3" LONG STD GALV. NIPPLE T -1E. ORIENTED TO CLEAR AIR VALVE BODY. N PROVIDE EXHAUST SCREEN 10 BRASS PIPE NIPPLE, THREADED BOTH ENDS 11 /z" BRASS GATE VALVE, (NO HANDLE);/z" X 2" N •• BRASS NIPPLE;/2" BRASS ST. EL. xOf a AIR VALVE INSTALLATION Z FOR 4" WATER LINE a NO SCALE 0 z LLJa D— D a z Of 0 L� x J a 0 w NOTE: N THIS PLAN ACCURATE FOR UTILITY WORK ONLY. USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130kc002.dgn 7 GA. TOP 6 - 1" 0 HOLES 7 GA. (HOT DIPPED GALV.) 40 -%4" 0 HOLES 5 ROWS x 8 HOLES PER ROW ENCLOSURE AND GUARD POSTS EXTERIOR PAINTED WITH PRIMER AND TWO(2) COATS OF YELLOW (OPEN FIELD) OR GREEN (IN TRACT) DUPONT PAINT #7001 OR APPROVED EQUAL EQUAL. (NO PRIMER ON BRASS OR BRONZE.) 4 "L" CLIPS 1/4"x3"x3"x3" THRUST BLOCK WATERMAIN AIR VALVE INSTALLATION FOR 16" WATER LINE NO SCALE DIAMETER, d IN INCH _I 0 0 2 0 0 o O 0 Z O O Z 0 O O L 0 0 0 - tl 8" THICK CONCRETE PAD SQUARE FOOTING (DIO + 6 INCH) ON EACH SIDE I AIR VALVE ENCLOSURES NO SCALE RELATIVE BORDER SCALE 01 2 3 IS IN INCHES i i i I ITEM DESCRIPTION O FL X FL 90° ELBOW, SIZE TO MATCH AIR VALVE Di.tl COUNTY I ROUTE TOTAL PROJECT NO. SHEET A.W.W.A. C-509 FLANGED RESILENT SEAT GATE VALVE, CLASS AS NOTED ON PLAN, 2" SO. OPERATING NUT, MUELLER OR APPROVED N 08 SBd 15 9.82/11.94 131 310 O3 8" VALVE BOX AND COVER METAL SCH 40 STEEL PIPE, WRAPPED W/TWO LAYERS OF 10 MILS PVC N •• TAPE FOR BELOW GROUND PORTION. SIZE TO MATCH AIR VALVE O5 ENCLOSURE - SEE SHEET U-11 7 6/20/12 pN4 N •• \ O t9 APPROVED EQUAL, CAST IRON BODY, STAINLESS STEEL AND FOR DETAIL BRONZE INTERNAL WORKING PARTS, STANDARD SCREWED REGISTERED CIVIL NGINEER DATE pP°FESs o 3 SIZE AS CALLED FOR ON PLAN O7 MICHAEL TZE NGAI IP z JUNE 22, 2012 No. C 43671 i PLANS APPROVAL DATE Exp,3/31/13 �A THE STATE OF CALIFORNIA OR ITS OFFICERS sr CIVIL r OR AGENTS SHALL NOT BE RESPONSIBLE FOR P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP pF CALIF°g0 e 6 COPIE5 OF 711,'5 PLAN SHEET. AECOMCITY OF FONTANA CLASS "IV" CONCRETE PAD SEE THIS SHEET FOR DETAIL 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92ONTANA, CA 92335 r FINISHED 5 x 0 GROUND SURFACE 3 C L ��/��///\�\///\/� �// • 1 •. a �/ a. •• n • ° • a •' \�//�//� . /�/��\///�/��/// ��/ .. .s 1'-6" VARIABLE w 1 TO BE FIELD DETERMINED IN ORDER TO CLEAR J ANY OBSTRUCTIONS. LENGTH AND POSITION AS a DIRECTED BY THE DISTRICT INSPECTOR. a co a CONTINUOUS UP -GRADE TO AIR VALVE - > a POUR AGAINST UNDISTURBED EARTH i� 2 4 1 7 GA. TOP 6 - 1" 0 HOLES 7 GA. (HOT DIPPED GALV.) 40 -%4" 0 HOLES 5 ROWS x 8 HOLES PER ROW ENCLOSURE AND GUARD POSTS EXTERIOR PAINTED WITH PRIMER AND TWO(2) COATS OF YELLOW (OPEN FIELD) OR GREEN (IN TRACT) DUPONT PAINT #7001 OR APPROVED EQUAL EQUAL. (NO PRIMER ON BRASS OR BRONZE.) 4 "L" CLIPS 1/4"x3"x3"x3" THRUST BLOCK WATERMAIN AIR VALVE INSTALLATION FOR 16" WATER LINE NO SCALE DIAMETER, d IN INCH _I 0 0 2 0 0 o O 0 Z O O Z 0 O O L 0 0 0 - tl 8" THICK CONCRETE PAD SQUARE FOOTING (DIO + 6 INCH) ON EACH SIDE I AIR VALVE ENCLOSURES NO SCALE RELATIVE BORDER SCALE 01 2 3 IS IN INCHES i i i I ITEM DESCRIPTION O FL X FL 90° ELBOW, SIZE TO MATCH AIR VALVE O A.W.W.A. C-509 FLANGED RESILENT SEAT GATE VALVE, CLASS AS NOTED ON PLAN, 2" SO. OPERATING NUT, MUELLER OR APPROVED N EQUAL. SIZE TO MATCH AIR VALVE O3 8" VALVE BOX AND COVER O SCH 40 STEEL PIPE, WRAPPED W/TWO LAYERS OF 10 MILS PVC N •• TAPE FOR BELOW GROUND PORTION. SIZE TO MATCH AIR VALVE O5 SCH 40 FLG. SPOOL "APCO" HEAVY DUTY COMBINATION AIR RELEASE VALVE, OR N •• \ O t9 APPROVED EQUAL, CAST IRON BODY, STAINLESS STEEL AND © BRONZE INTERNAL WORKING PARTS, STANDARD SCREWED OUTLET TOP AND FLANGED BOTTOM, 300 W.O.G. MODEL 149C. SIZE AS CALLED FOR ON PLAN O7 STANDARD WEIGHT GALV. 90° ELBOW W/EXHAUST SCREEN SIZE OF AIR VALVE IN INCH DIAMETER, d HEIGHT, h 1" 16° 30" 3" 30" 36" 1" GAP UNIT 2232 00 � W o� 0 a a � W a � o� UTILITY DETAILS 0 10 NO SCALE UD -2 ao � O PROJECT NUMBER & PHASE 0800000237 a N o� N •• N M N •• \ O t9 00 � W o� 0 a a � W a � o� UTILITY DETAILS 0 10 NO SCALE UD -2 ao � O PROJECT NUMBER & PHASE 0800000237 x l I I 1 io" c o � X I 2'' SO. OPERATING NUT x 6" X'/4" SOLID DISC TACKLED BRACING PLATE TO STEM 0 LOCATING WIRE } PLAN DETAIL �m � o BRACING PLATE aw -D w �� Y U� U J W aw = v o U FLANGED GATE OR BUTTERFLY x e VALVE, CLASS AS NOTED ON PLAN. o ALL VALVES TO BE FURNISHED WITH 2" SO. OPERATING NUT. ALL INTERNAL of W FERROUS SURFACES SHALL BE EPDXY m COATED vii W H <1 u - o W 2 U 0 W W -- - - z CS Q 8" GATE CAP, HEAVY DUTY ALHAMBRA FDRY. NO. A29606, OR APPROVED EQUAL. MARKED "WATER" a ° G /\\ FINISHED GRADE RETE FLANGE (SEE NOTE 2) 8" O.D. X 12 GA. GALVANIZED STEEL SLIP CAN TOP SECTION WATER SLIP CAN LENGTH 18" OR AS REQUIRED Distj COUNTY I ROUTE ITOTAL PROJECT NO. SHEET 08 SB�dd 15 9.82/11.94 132 310 UNIT 6/20/12 REGISTERED CIVIL NGINEER Q�oFESs�pN DATE o 4� 459 MICHAEL TZE NGAI IP z JUNE 22, 2012 C 43671 PLANS APPROVAL DATE NO' A Exp.3/31/13 THE STATE OF CALIFORNIA OR ITS OFFICERS am CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP pF CALffo�N COPLE5 OF 711,'5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 1"0 BLACK PIPE A.S.T.M.-120. PROVIDE VALVE STEM EXTENSION WHERE DEPTH IRON COVER WITH WORD TO OPERATOR NUT EXCEEDS 5" "WATER" CAST THEREON 8-5/8" O.D. X 12 GA. GALVANIZED STEEL PIPE, OR 8" DIAMETER, CLASS 200 PVC PIPE APT TO OPERATING NUT ON VALVE FLANGED COUPLING ADAPTOR BOTH ENDS --WATER MAIN VALVE AND VALVE BOX z DETAIL 0 NO SCALE x a of of 0 0- V) z a CD 0 z LLJ cm a Z mjOf O v_ x J a 0 w NOTE: Q THIS PLAN ACCURATE FOR UTILITY WORK ONLY. USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130kc003.dgn NOTES: 1. VALVE MARKER SHALL BE INSTALLED AS DIRECTED BY THE DISTRICT INSPECTOR. DELETE VALVE MARKER WHENEVER VALVE BOX IS INSTALLED IN A ROAD HAVING CURB AND GUTTER. 2. CLASS IV CONCRETE FLANGE, 20" SO. POUR AGAINST WELL COMPACTED EARTH, 90% MIN. DELETE IF VALVE BOX IS INSTALLED IN A PAVED ROAD. UTILITY QUANTITIES ITEM DESCRIPTION QUANTITY UNIT STATION 1 16" FUSION EPDXY COATED WELDED STEEL PIPE CL 200 WITH CML 459 LF 2 30" STEEL CASING 432 LF 3 16" FLEXIBLE EXPANSION JOINT 2 EA 4 3" AIR RELEASE VALVE 1 EA 'W-1" STA 19+20 5 4" FUSION EPDXY COATED WELDED STEEL PIPE CL 200 WITH CML 459 LF 6 4" CML&C WELDED STEEL PIPE 1558 LF 7 12" STEEL CASING 432 LF 8 4" FLEXIBLE EXPANSION JOINT 2 EA 9 1" AIR RELEASE VALVE 1 EA 'W-2" STA 30+25 10 GATE VALVE 2 EA 'W-2" STA 20+95 STA 30+80 Na o� N M N •• �o �o 00 � F O~ O a a � W a � o� UTILITY DETAILS 0 10 NO SCALE UD -3 ' o 0 RELATIVE BORDER SCALE o' z s IS IN INCHES I i UNIT 2232 PROJECT NUMBER & PHASE 0800000237 i I i I x w � > w DL w � o' 0 DR ' LEGEND T TEMPORARY TRAFFIC CONTROL SIGN v✓nn TEMPORARY BARRICADE (TYPE III) O O DETOUR t M4-10 (ST) Pp ap M4-10 (Rt) M4-10 (RR) 11 DUNCAN Cyn Rd *D3-1 (DUNCAN Cyn Rd) DUNCAN Cyn Rd *D3-1 (DUNCAN Cyn Rd) I DUNCAN Cyn Rd *D3-1 (DUNCAN Cyn Rd) © O DETOUR ♦ M4-10 (ST) pETOUR M4-10 (Rt) DETOUR M4-10 (RR) LYTLE CREEK Rd *D3-1 (LYTLE CREEK Rd) LYLTE CREEK Rd *D3-1 (LYTLE CREEK Rd) LYTLE CREEK Rd *D3-1 (LYTLE CREEK Rd) co NOTES: F *D3-1 SIGN SHALL BE C ORANGE BACKGROUND WITH BLACK LETTERS O,y l x Q Z L.� x Q U 0 BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H1301a001.dgn 'LE CREEK Rd ROAD CLOSED D, LOCAL TRAFFIC ONLY RELATIVE BORDER SCALE IS IN INCHES j C 2 3 Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9,82/11.94 133 310 x 6in 6/20/12 R0FEssro REGISTERED IVIL ENGINEER DATE Nay 48'' x oe DETOUR RIGHT �e GREGORY x 6in W. HEFTER JUNE 22, 2012 No. 46655 PLANS APPROVAL DATE Exp 06/30/13A THE 5,747f OF CAL !PORN/A OR !TS OFF/CERS CIVIL OR AGENTS SHALL NOT dE RESPON575LE FOR sT THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4jF OF cn �FOPN�� COPIES OF THIS PLAN SHEET. AECOMCI *D3-1 OF FONTANA 999 TOWN AND COUNTRY DUNCAN Cyn Rd �373 SIERRA AVENUE ORANGE, CA 92868 25 FONI-ANA, CA 92335 Q �Q7 h CONSTRUCTION AREA SIGNS (PORTABLE) SIGN CODE PANEL in x SIZE in SIGN MESSAGE NUMBER & OF POST SIZE QUANTITY M4-10 (St) 48'' x 18'' DETOUR STRAIGHT 1- 4in x 6in 15 M4-10 (Rt) 48'' x 18'' DETOUR RIGHT 1- 4in x 6in 13 M4-10 (Lt) 48'' x 18'' DETOUR LEFT 1- 4in x 6in 8 *D3-1 - DUNCAN Cyn Rd 1- 4in x 6in 25 *D3-1 - LYTLE CREEK Rd 1- 4in x 6in 11 R11-4 60'' x 30'' ROAD CLOSED - LOCAL TRAFFIC ONLY * 1 R11-2 48" x 30'' 1 ROAD CLOSED 1* 4 * SIGN TO BE PLACE ON BARRICADE (TYPE 111) UNIT 2232 CONSTRUCTION AREA SIGNS NO SCALE C S _ 1 PROJECT NUMBER & PHASE 0800000237 BORDER LAST REVISED 7/2/2010 USERNAME =>LAN Engineering DGN FILE => R�AFONT0801 1-15 Duncan PS&E\Plans\DGN\8OH13Omc001,DGN RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000237 a LEGEND GENERAL NOTES: Tj Dist COUNTY ROUTE TOTOLT RIOJ CT SN0 S EETS 08 SBd 15 9.82/11.94 134 310 CONSTRUCT ROADWAY THIS STAGE CONSTRUCT BRIDGE STRUCTURE THIS STAGE 1. ALL CONFLICTING SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED PRIOR TO STARTING WORK ON EACH STAGE. 6/20/12 oFESSf 2. ULTIMATE STRIPING IDENTIFIED ON STAGE CONSTRUCTION PLANS SHALL BE PERMANENT STRIPING AS SHOWN ON THE PAVEMENT REGISTERED IVIL ENGINEER DATE oeR °Nab DELINEATION (PD) PLANS. GREGORY _ COMPLETED FROM PREVIOUS STAGE W. HEFTER z 3. ALL TEMPORARY STRIPING SHALL BE PAINT (2 COATS), PAVEMENT MARKING SHALL USE TAPE, UNLESS OTHERWISE DESIGNED JUNE 22, 201 Na, 46655 • • • • • CHANNELIZERS (SURFACE MOUNTED) FOR FREEWAY MAINLINE OR NOTED ON THE PLAN. PLANS APPROVAL DATE w A Exo06/30/13 TEMPORARY RAILING (TYPE K) 4. ALL CHEVRON AND DIAGONAL MARKINGS SHALL BE PLACED AT A 45 DEGREE ANGLE rRE STATE of cAL1EaRrora oR rrs oEE�cERs TO THE EDGE OF TRAVELED WAY. OR 46Z NareERESPorosreEEOR s'4 CIVIL lP Temp CRASH CUSHION MODULES (ARRAY AS NOTED) \ ACC RACY 09CON s EE\ss of EtE`7RONIc eOF IA�,,O, 5. ALL TEMPORARY CRASH CUSHIONS SHALL HAVE TEMPORARY "P" MARKERS PLACED IN FRONT. ALL TEMPORARY RAILING (TYPE K) AND a DIRECTION OF TRAFFIC, UNLESS OTHERWISE NOTED — CHANGE IN PAVEMENT DELINEATION DETAILS CONCRETE BARRIER (TYPE K) SHALL HAVE TEMPORARY "P" MARKERS PLACED IN FRONT 6. LOCAL STREET LANE WIDTHS SHALL BE 11 FT MINIMUM UNLESS OTHERWISE NOTED. AND AT AN ANGLE POINT. AECOM CITY OF FONTANA FREEWAY LANE WIDTHS SHALL BE 12 FT MINIMUM ORANGEE,CAN9 COUNTRY FONTANA, CA 92335E > w 07 � UNLESS OTHERWISE NOTED. CD IP OBJECT MARKER (TYPE P) 7. A MINIMUM CLEARENCE OF 2 FT FROM EXISTING OR TEMPORARY EDGE OF TRAVELED WAY TO BASE OF TEMPORARY RAILING (TYPE K) > i SIGN SHALL BE PROVIDED, UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES a XXX TRAFFIC STRIPE DETAIL NO. 8. CONTRACTOR SHALL REFER TO SPECIAL PROVISIONS REGARDING THE USE OF PORTABLE CHANGEABLE MESSAGE SIGNS. O CONSTRUCT LYTLE CREEK Rd. WEST, 9. THE DESCRIPTIVE TERM - "JOIN" OR "MATCH" WHEN USED ON THE PLANS REFERS TO THE JOINING OF STAGE CONSTRUCTION WITH BY OTHERS. \� CONSTRUCTION NOTES FOR EACH STAGE EXISTING, ULTIMATE OR PREVIOUS STAGE CONSTRUCTION DELINEATION UNLESS OTHERWISE NOTED. O CONSTRUCT RETAINING WALL. A CONSTRUCT RETAINING WALL THIS STAGE 10. ALL TEMPORARY RAILING (TYPE K) SHALL HAVE TRAFFIC SCREEN AND SCUPPERS; CONCRETE BARRIER (TYPE K) SHALL HAVEO CONSTRUCT LINE "A", PRIOR w w FINISHED RETAINING WALL SCUPPERS, UNLESS OTHERWISE NOTED. TO INTERCHANGE 11. CONTRACTOR TO TREAT ANY EXCAVATION DEEPER THAN FIVE FEET, WHERE PEOPLE ARE EXPECTED TO ENTER, AS A CONFINED SPACE. 4O CONSTRUCT LINE "A" (BY OTHERS) 12. CONTRACTOR SHALL MAINTAIN A 20'WIDE ACCESS LANE ON DUNCAN CANYON ROAD (INCLUDING ACROSS THE OVERCROSSING) FOR O CONSTRUCT DRAINAGE SYSTEMS. EMERGENCY VEHICLES AT ALL TIMES DURING THE PROJECT. ANY CHANGES TO THE ROAD OR BRIDGE ACCESS SHALL REQUIRE COORDINATION WITH THE CITY OF FONTANA AT LEAST 48 HOURS IN ADVANCE. © CONSTRUCT ENTRANCE AND EXIT RAMPS. TRAFFIC NOTES O7 CONSTRUCT DUNCAN CANYON ROAD AS ❑A REFER TO TRAFFIC HANDLING PLAN FOR CLOSURE OF DUNCAN CANYON ROAD. SHOWN UP TO BRIDGE ABUTMENTS. (SEE NOTE 12) om } w o m © DURING FALSEWORK ERECTION FOR THE DUNCAN CANYON BRIDGE CONSTRUCTION. THE FREEWAY WILL BE CLOSED FOR LIMITED TIME. ® CONSTRUCT BARRIER AND SIDEWALK ON a z ALL CONSTRUCTED RAMPS TO BE USED AS TEMPORARY FREEWAY TRAFFIC ACCESS AT THIS TIME. REFER TO DETOUR PLAN FOR Exist BRIDGE, WHICH IS TO REMAIN. FREEWAY CLOSURE. J a w Og COMPLETE THE BRIDGE STRUCTURE WITH . © REFER TO DRAINAGE PLAN FOR LINE "A" CONSTRUCTION LIMIT. UTILITIES (SEE NOTE 12) 0 v. LccLu Y K I a LL f. W – r �a t� LLI rl r A /A. i 2 z ✓ o 4 r- ':; , 6 f 8 y k s � —---- — — — — ——————— — — — — —— — --__ --— -- -- _ -----_ Lo ri •,1 r y, LLj f� i r, 1 6 K r �1 STAGE CONSTRUCTION CD PLAN w THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY NO SCALE S `' -'1 BORDER LAST REVISED 7/2/2010 USERNAME =>LAN Engineering DGN FILE => R�AFONT0801 1-15 Duncan PS&E\Plans\DGN\8OH13Omc001,DGN RELATIVE BORDER SCALE IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000237 a CONSTRUCTION AREA a Of 9.82/11.94 135 310 LEGEND 6/20/12 r Q�oFEss�pN DATE o a� w ui lz m � > WORK AREA CONSTRUCTION U No. 46655 o w W • • • • • CHANNELIZERS (SURFACE MOUNTED) OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP OF CALIV COPIE5 OF THI5 PLAN SHEET. w � w � Q TEMPORARY RAILING (TYPE K) WITH 8353 SIERRA AVENUE �FONTANA, O CA 92335 SCUPPERS, AND TRAFFIC SCREEN, UNLESS W21-5 a IL OTHERWISE NOTED WOOD J z 0 W Temp CRASH CUSHION MODULES (ARRAY AS NOTED) X a DIRECTION OF TRAFFIC, UNLESS OTHERWISE NOTED 2 i SIGN U —�— CHANGE IN PAVEMENT DELINEATION DETAILS X X X PAVEMENT DELINEATION DETAIL NO. CONSTRUCTION AREA a Of 9.82/11.94 135 310 6/20/12 0 Q�oFEss�pN DATE o a� w ui lz a W. HEFTER z JUNE 22, 2012 U No. 46655 uz W CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP OF CALIV COPIE5 OF THI5 PLAN SHEET. of CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, O CA 92335 1 W21-5 a IL 1 - 4 in, x 6 in. WOOD J z 0 W a 2 U o� Z I I Lu I 6 7 8 9 z Q 0 v z O X Of O Q_ V) 0 CONSTRUCTION AREA a Dist COUNTY ROUTE TOTAL PROJECT NO. SHEET 0- 9.82/11.94 135 310 6/20/12 0 Q�oFEss�pN DATE o a� 48" X 48" GREGORY i a W. HEFTER z JUNE 22, 2012 U No. 46655 z THE STATE OF CAL IFORNlA OR ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP OF CALIV COPIE5 OF THI5 PLAN SHEET. of CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, O CA 92335 1 W21-5 30" X 30" SHOULDER WORK 1 - 4 in, x 6 in. WOOD J x a o� Dist COUNTY ROUTE TOTAL PROJECT NO. SHEET 08 SBd 15 9.82/11.94 135 310 6/20/12 REGISTERED IVIL ENGINEER Q�oFEss�pN DATE o a� 48" X 48" GREGORY i 1 - 4 in, x 6 in. W. HEFTER z JUNE 22, 2012 U No. 46655 PLANS APPROVAL DATE A Exp0IVIL 3 THE STATE OF CAL IFORNlA OR ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP OF CALIV COPIE5 OF THI5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 1 1� "Rte 15" 545+69.63 80.98' LT � + ANGLE POINT I "Rte 1 5" 542 48.88 MATCH Exist STRIPING Beg REMOVE STRIPING )0 Rte 15' 544+91.80 9$_88'Lt_ _ -Beg Temp STRIPING- g p (TYPE' K) Be Tem RAILING T Temp RAILING (TYPE K) DUNCAN CANYD _Rd s L — _ O TAPER O 7771777�� Lr) ------ a - 12.0 2.0 Q - 11------------------------ 71-T------------ ---------------------------------- ---------- to ----------- ----------------- -�----'--------- - - ---------------------------------------------- 12 Exist REMOVE Exist ? ROUTE 15 CB 25 STRIPING Ln ~ 540 % ^1 / 3 4 545 6 7 8 12 9 550 w ,— w Ld p ----- - ---- c=n T ---------- - ,o' - - ------ - LLJ- - - � - �----------------------------------- -- - 11.0'.0 --------------------- � \ - - - - � --------------------------------------------------�--- 2.0' 12.0' � N LLJ -7 ^p �_ 1 0.1 J R/W TAPER _ - U "Rte 15" 546+13.81 a I "Rte 15" 542+50.00_ � MATCH Exist STRIPING ANGLE POINT Beg REMOVE STRIPING 27B Beg Temp STRIPING CHANNELINTEI (SURFACE MOUNTED) SPACE Ca 30' OC, TOTAL 17 1 Temp CRASH CUSHION ARRAYJ14"IGNS � \"Rte 15" 548+23.14 N N N0. OF POST POST N0. OF Beg Temp RAILING (TYPE K) "Rte 15" 549+63.92 N AND SIZE TYPE SIGN(S) 79.61' Rt Temp RAILING (TYPE K) ANGLE POINT SIGN CODE PANEL SIZE (in.) SIGN MESSAGE C30A(CA) 48" X 48" SHOULDER CLOSED 1 - 4 in, x 6 in. WOOD 1 W7 -3a 48" X 48" NEXT 1.5 MILES - WOOD 1 W21-5b(RT) 36" X 36" RIGHT SHOULDER CLOSED 2000 FT 1 - 4 in, x 6 in. WOOD 1 W21-5 30" X 30" SHOULDER WORK 1 - 4 in, x 6 in. WOOD 1 N V THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130md001.DGN RELATIVE BORDER SCALE 01 2 3 IS IN INCHES i i i I UNIT 2232 OBJECT MARKER (TYPE P) no 00 TRAFFIC HANDLING PLAN wo SCALE: 1"=50' =50' T H - so 0 PROJECT NUMBER & PHASE 0800000237 X NOTES: 1. FOR NOTES AND LEGEND SEE SHEET SC -1 O LIi + O Ln Ln Q V) w z _ _J F- L[) W LLJ W � _� N O W w w N Z J Z Of O L.� X J s` Q VA U O 1� N V THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130md002.DGN "v iSt COUNTY I ROUTE TOTAL PROJECT I " NO. SHEET 08 SBd 15 9.82/11.94 1 136 310 6/20/12 Q'oFEssjo REGISTERED IVIL ENGINEER DATE o a� GREGORY i W. HEFTER z JUNE 22, 2012 U No. 46655 PLANS APPROVAL DATE A THE STATE OF CAL 6,A OR ITS OFFICERS OR AGENOT Exp 06/30/13 NTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL P THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rP OF CA IV COPlE5 OF 711,'5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 O Ln O QO a M am N i LJ Z_ J ~ Lu Ln Lu �cn LIJ LJ ~ LJ U) O W Z J TRAFFIC HANDLING PLAN SCALE: 1"=50' T H - 2 RELATIVE BORDER SCALE o1 z s IS IN INCHES I i UNIT 2232 PROJECT NUMBER & PHASE 0800000237 i I i I z 6S = 6 6 O r U X a _ _ H o _ DUNCAN Temp RAILING (TYPE K) CANYON Rd R/W--- 0 Q- - - V) - --------- -- ----- ------------------ --- ----- --- - ------- -------- - a - L1 .0----------------------- -a— ------ Q 12 27B 25- REMOVE Exist ROUTE 15 STRIPING 1 2 3 4 555 6 7 8 9 560 --------, ----------------�---- ---------X 11.0-----_------_------------ 11:0--- -_- _- --_ --- - ----------------- ----- ---------------------�---- --------------------------- - ---------------------------- 11-:0'- - --------------------------------- b---- 12. -Or -2.0' - - -- - 0 w i /. Temp RAILING (TYPE K) x x CONSTRUCT CL FENCE (TYPE CL -6) i Z Of O L.� X J s` Q VA U O 1� N V THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130md002.DGN "v iSt COUNTY I ROUTE TOTAL PROJECT I " NO. SHEET 08 SBd 15 9.82/11.94 1 136 310 6/20/12 Q'oFEssjo REGISTERED IVIL ENGINEER DATE o a� GREGORY i W. HEFTER z JUNE 22, 2012 U No. 46655 PLANS APPROVAL DATE A THE STATE OF CAL 6,A OR ITS OFFICERS OR AGENOT Exp 06/30/13 NTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL P THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rP OF CA IV COPlE5 OF 711,'5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 O Ln O QO a M am N i LJ Z_ J ~ Lu Ln Lu �cn LIJ LJ ~ LJ U) O W Z J TRAFFIC HANDLING PLAN SCALE: 1"=50' T H - 2 RELATIVE BORDER SCALE o1 z s IS IN INCHES I i UNIT 2232 PROJECT NUMBER & PHASE 0800000237 i I i I 6S i 6,� ] O S 6 6 r _ _ _ DUNCAN Temp RAILING (TYPE K) CANYON Rd R/W--- - - 12.0' 2.0' a'- - --------- -- ----- ------------------ --- ----- --- - ------- -------- - a - L1 .0----------------------- -a— ------ - — — — — — — — — — — — — — - - - - - - 12 27B 25- REMOVE Exist ROUTE 15 STRIPING 1 2 3 4 555 6 7 8 9 560 --------, ----------------�---- ---------X 11.0-----_------_------------ 11:0--- -_- _- --_ --- - ----------------- ----- ---------------------�---- --------------------------- - ---------------------------- 11-:0'- - --------------------------------- b---- 12. -Or -2.0' - - -- - R/W i /. Temp RAILING (TYPE K) x x CONSTRUCT CL FENCE (TYPE CL -6) i Z Of O L.� X J s` Q VA U O 1� N V THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130md002.DGN "v iSt COUNTY I ROUTE TOTAL PROJECT I " NO. SHEET 08 SBd 15 9.82/11.94 1 136 310 6/20/12 Q'oFEssjo REGISTERED IVIL ENGINEER DATE o a� GREGORY i W. HEFTER z JUNE 22, 2012 U No. 46655 PLANS APPROVAL DATE A THE STATE OF CAL 6,A OR ITS OFFICERS OR AGENOT Exp 06/30/13 NTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL P THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rP OF CA IV COPlE5 OF 711,'5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 O Ln O QO a M am N i LJ Z_ J ~ Lu Ln Lu �cn LIJ LJ ~ LJ U) O W Z J TRAFFIC HANDLING PLAN SCALE: 1"=50' T H - 2 RELATIVE BORDER SCALE o1 z s IS IN INCHES I i UNIT 2232 PROJECT NUMBER & PHASE 0800000237 i I i I USERNAME=>AECOM DGN FILE => R:\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DiSt COUNTY ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT I No. SHEETS Exist Exist 08 SBd 15 9.82/11.94 137 310 NOTES: 1. FOR NOTES Fwy ETW Temp RAILING YPE K) AND LEGEND SEE SHEET SC-1 1l' 11' 11' 12t4CONSTRUCTION Fwy Temp RAILING ETW (TYPE K) 2' 12' 11' 11' 11' CONSTRUCTION I REGISTERED IVIL ENGINEER 6izoilz DATE oeROFESsioN4 1 GREGORY W. HEFTER 4 AGE STAGE f p \ v JUNE 22, 2012 PLANS APPROVAL DATE Na 46655 Exp. 06/30/13 A _ _ _ — — I _ _ _ _ THE STATE OF CAL JFORNIA OR IT5 OFFICER5 4 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL P qrE` l I THE ACCURACY OR COMPL'-TENE5S COPIES OF THIS PLAN SHEET. OF EL ECTRONIC OF CAL IV - AECOM CITY OF FONTANA � / 999 TOWN AND COUNTRY ORANGE, CA 92868 8353 SIERRA AVENUE FONTANA, CA 92335 o > SECTION A-A SECTION B-B w � W � Q NO SCALE NO SCALE 0 N�(0 6 �% vv xJ ` L0 N Temp RAILING (TYPE K) / W 1 ----- -__— Z o -D O ' - - _ DO 1 w T- U— <o U 571 572 w w 570 J Ui o o > Q N ------ 562 12.0 a -0------------------ ------------_ - --------- 2.0----------------_ ------------------ --- -- '----- U -- ~ Q u W Z ---------a----------------- - --- -- ------- --- ----- --------------------------------------------- --- - W 2 ~ Ln 27B 12REMOVE 25 Exist Exist DI ROUTE 15 B STRIPING W ww = F 1 2 3 4 565 _ 6 7 8 9 A 570 Temp 1 2 3 4 z cc RAILING TYPE K O - J w---------- -- ------ � ------1L.Q'------------------ --- -- - ---------------------- -- --- ------------------------------------------------------ --- - - - - w w -------------------- -----------1LQ'----- --------------------11.0-------------------------------------------- --------------------------- -------- --------------------------------------------- o 12.0' 2.0' - J O L[ z O = U _ 2" LINE + CI' o - - �� ; R /W / i - vim, - - - - i, - - - - J F- z Lu - - --- - _ =' R T Exist CITY /W - CONSTRUCT CL FENCE (TYPE CL-6) -- --- - --- -= A l -LLJ _LLI �- C\1 I- I w Ld - V) ZW w I V) 1 I Z TRAFFIC HANDLING PLAN LL O W N 1= V' THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY SCALE: 1"=50' T H - 3 USERNAME=>AECOM DGN FILE => R:\FONT0801 RELATIVE BORDER SCALE IS IN INCHES 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 LES NOTES: Dist COUNTY ROUTE TOTAL PROJECT SHEET No. SHEETS _ 1. FOR NOTES AND LEGEND SEE SHEET SC-1 08 SBd 15 9.82/11.94 138 310 CONSTRUCTION 1 6/20/12 opEssl s AA STAGE REGISTERED IVIL ENGINEER DATE X - - --- - ® �� GREGORY �W. HEFTER qSP RETAINING JUNE 22, 2012 Na. 46655 z WALL �OPLANS APPROVAL DATE A 06/30/13 ✓- THE STATE OF CAL IFORNlA OR ITS OFFICERS Exp_ OR AGENTS SHA[[ NOT BE RESPONSIBLE FOR sT Cl V I L P THE ACCURACY OR COMPLETENESS OF EEECTRONIC qrf of cq�1FOF� COPIES OF THIS PLAN SHEET. g4PH r AECOM CITY OF FONTANA 999 ORANGPOW CA 928 SUNTRY 8353 FONTANIERCA RA AVENUE wT. �— - _ ` SECTION C-C _ > \ - NO SCALE C I EEK NOIF�T#- YTLE X __ —Ra CREEK X \ a - _ \\ o CONSTRUCT CL F do - yp �I ro(L x q` p �� } l om m U l' x Q I o =- j I X S GC x Exist Lu oCITIY /W W a X z r ' y <' + �X X�Lu� a F-�� Z X �, X < i N 0- r ,r LINE „ F— LLJ 110 w 5 �� 1 a W N w Ld W 573 574 575 > m, o N.. l M o z � Tem RAILING / �� \\\__ `.. �� 27B jf' d W J (TYPE K) ._ REMOVE- Exist -"-ROAffIVAY CON57RUC7ION Q ® - - STRIPING - - - NT -- = -_- -----------------_----=---2.0-_--_------_-----------_ � � = 5105 AT ABUTME Q-- - - ------ --- x J ----_- -_ - z-_--------- --- a---11 0 _ -- -_- -- -- - S -- _--_-_- X --------- -- -- ------_----- a--=11-0 - - ---- =_- _- _---2.0-- �GP��, F`�' TRAFFIC HANDLING PLAN o� CD j r2 ROUTE 1 5 �� a -- - ui FF' a 25 "ROUTE 15" 580+91 .00 o THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY Beg Temp RAILING (TYPE K) SCALE: 1''=50' T H - 4 J o USERNAME =>LAN Engineering RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE _> R:vFONT0801 1-15 Duncan PS&EvPlansvDGNv80H130md004.DGN IS IN INCHES I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x x x NOTES: 1. FOR NOTES AND LEGEND SEE SHEET SC -1 O In In 1z ~ J F— - W N W I 2 to = W W wz V) J U F— Q — P THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130md005.D6N CL FENCE (TYPE CL -6) "ROUTE 15" 584+91.00 RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I I UNIT 2232 i5tl COUNTY I ROUTE TOTAL PROJECT NO. SHEET 08 SBd 15 9.82/11.94 1 139 1 310 6/20/12 R,)FEssIO REGISTERED VIVIL ENGINEER DATE oP tiq� GREGORY W. HEFTER JUNE 22, 2012 "46655 PLANS APPROVAL DATE NO' * Exp 06/30/13 THE STATE OF CALIFORNIA OR ITS rO/? OR AGENTS SHALL NOT BE RESPONS/5ZE BLE FOF sr CIVIL p THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4TP of caU�2\1 COP/FS OF 71115PLAN SHEET. AECOM CITY OF FO NA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 �FONTANA, CA 92335 s s kjl, A s CP X s 0 TRAFFIC HANDLING PLAN SCALE: 1„=50' T H - 5 PROJECT NUMBER & PHASE 0800000237 X X X X 0 of w cc uz W z W 0 C 2 U ��RR � V W z cc a 0 ACCESS ROAD BY OTHERS SEE � CITY OF FONTANA INTERIM NOTES: \ \ LYTLE CREEK NORTH Rd PROJECT 1. FOR NOTES AND LEGEND SEE SHEET SC -1 0 \ \ 40 XCb \ \ DiStl COUNTY I ROUTE TOTAL PROJECT 'Z. SHEET 08 SBd 15 9.82/11.94 140 310 I6/20/12 Q�oFESS 10N REGISTERED VIVIL ENGINEER DATE o aL GREGORY i W. HEFTER z JUNE 22, 2012 " Na 46655 PLANS APPROVAL DATE A Exp 06/30/13 THE STATE OF CAL IFORNLA OR LTS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrE OF CALIV COPIES OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 L7v� S86 \��\, CONSTRUCT CL FENCE (TYPE CL -6) Q S88 \ ----- ----- \ LYTLE CREEK Rd S89 Temp RAILING (TYPE K) REMOVE Exist STRIPING 8 9 0 — 591 592 593 -- 594 595 596 Exist CB --1 a -------------- -- ----- ----- -- ----------- / — - - — — — — — — — — — — -- /--------------------------------------------------------------------a--- (� ROUTE 15 590 1 \ 2 \ 3 �m- F 4 595 \\\ 6 7 R/W --------- —— - ---_--_- ------------ Ld -----------------------------------------— — — — ----------- —-----p 11-.0 -- zV) 1-.O --------------- N J I THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130md006.DCN Temp RAILING (TYPE K) nD_�n RELATIVE BORDER SCALE IS IN INCHES F oz s UNIT 2232 I i I 1 I 1 I 11 y« il 11 1 111, R/W TRAFFIC HANDLING PLAN SCALE: 1"=50' PROJECT NUMBER & PHASE TH-6 0800000237 Ul MERE,% 61 m Ln - 12.0_----_- w Z r- i _-11.0, 1 T .OT--------------- J 2 _ 11.0- ---- ----------- Ln~ r � —� E w w O to 8 9 Li --------- —— - ---_--_- ------------ Ld -----------------------------------------— — — — ----------- —-----p 11-.0 -- zV) 1-.O --------------- N J I THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130md006.DCN Temp RAILING (TYPE K) nD_�n RELATIVE BORDER SCALE IS IN INCHES F oz s UNIT 2232 I i I 1 I 1 I 11 y« il 11 1 111, R/W TRAFFIC HANDLING PLAN SCALE: 1"=50' PROJECT NUMBER & PHASE TH-6 0800000237 x NOTES: 1. FOR NOTES AND LEGEND SEE SHEET SC -1 CONSTRUCTION AREA SIGNS SIGN CODE PANEL SIZE (in.) SIGN MESSAGE NO. OF POST AND SIZE POST TYPE NO. OF SIGN(S) C30A(CA) 48 X 48 SHOULDER CLOSED 1 - 4 in. x 6 in. WOOD 1 W7 -3a 48 X 48 NEXT 1.5 MILES - WOOD 1 W21-5b(RT) 36 X 36 RIGHT SHOULDER CLOSED 2000 FT 1 - 4 in, x 6 in. WOOD 1 W21-5 30 X 30 SHOULDER WORK 1 - 4 in, x 6 in. WOOD 1 k "'Rte 15" 601+99.23, 79.70' Lt ANGLE POINT OBJECT MARKER (TYPE P) Temp RAILING (TYPE K) Di.tj COUNTY ROUTE ITOTAL PROJECT NO. SHEET 08 SBd 15 9.82/11.94 141 310 I 6/20/12 REGISTERED IVIL ENGINEER Di.tj COUNTY ROUTE ITOTAL PROJECT NO. SHEET 08 SBd 15 9.82/11.94 141 310 6/20/12 REGISTERED IVIL ENGINEER Q�oVEss�oN DATE o a� GREGORY i W. HEFTER z JUNE 22, 2012 U No. 46655 PLANS APPROVAL DATE A Exp 06/30/13 THE STATE OF CALIFORNIA OR ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP OF CALIVo�N COPIE5 OF T1115 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 LYTLE CREEK NORTH Rd PROJECT / "Rte 15" 603+34.06- 92.34'Lt / END Temp RAILING (TYPE K) CONSTRUCT CL FENCE (TYPE CL -6) ARRAY 'TS 14' — — Temp CRASH CUSHION / CHA_NNELIZERS (SURFACE MOUNTED) aw = —'---- R/W SPACE @ 4C OC, TOTAL 13 LYTLE CREEK Rd Ln - , X RAMP 1 �` 1 / R-4LINE TAPER C30A(CA) " --- w7 -3a W21-5b(Rt) w OD w - / by 500" _ 21 -5 OC Ln a 000' v> W Ld a 1,2.-0 2.0 • . � � ----; - 1500' --------------- ____ L ------- -------- - oW I_ a---- 11�-------------------------------------- _ ---------------- _-------- -------_-------- --- "Rte 15" 609+54.00 = J a-- -- 1 1 ..OT ------------------------------ _ -- --- �----------- ---- --_ MATCH Exist STRIPIN �, Exist—DI 25 12 27B REMOVE Exist -----____ w W w STRIPING Exist DI - - - - - END REMOVE STRIPING w - - ROUTE 1 5 "Rte 1 5" 607+01.35 END Temp STRIPING z � Ld - - -- - - -. Q _ 600 1 2 3 4 605 ANGLE POINT N O ------ =) 7- _ 6 7 w� 11.b_ - - 8 9 _ ----- ------- ------- o wW -_--11:0_ -_ ------------------- o---------- ------- -------- 610 N Z — -------------------------------------- -------------------------------- _ ------ --------------- _____ zJ ----------------------- - - - - --- _ ---- - 2 - - - — 4:1 TAPER ---- o - V - - - z R/W a — 0 z "Rte 15" 606+32_,64, 79.66' _Rt ANGLE POINT "Rte 15" 609+57,04 - LCL NB ENTRANCE RAMP MATCH Exist STRIPING a "R-3" LINEEND REMOVE STRIPING w .,"Rte 15" 607+33.81, 100.82' Rt END Tempe STRIPING o END Temp RAILING (TYPE K) Z Of O v_ a VA U O 1� N V THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY USERNAME=>AECOM BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130md007.DGN TRAFFIC HANDLING PLAN SCALE: 1"=50' T H - 7 RELATIVE BORDER SCALE o 1 z IS IN INCHES I i I i I i I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 BORDER LAST REVISED 7/2/2010 z 0 TEMPORARY STRIPING x Q Of PLAN SHEET No. Of STATION / LOCATION 0 m z J a SOLID WHITE SOLID YELLOW PAINT TRAFFIC STRIPE (2 -COAT) 4'' 8" 8" 12" DASHED DASHED SOLID DASHED SOLID WHITE YELLOW WHITE WHITE WHITE PAVEMENT MARKER w > w RETROREFLECTIVE J L� 12" SOLID zz Q� YELLOW TYPE A TYPE D TYPE G TYPE H STAGE 1 V) z LF LF LF LF LF LF LF If EA EA EA EA 0 LLI TH-1 CL ROUTE 15 542+48.88 TO 550+50.00 SB 12 601 a 18 W TH-1 CL ROUTE D 542+48.88 TO 550+50.00 a 27B 801 z TH-1 CL ROUTE O 542+48.88 TO 550+50.00 SB 25 801 a U V^ CL ROUTE 15 542+50.00 TO 550+50.00 0 12 600 18 TH-1 CL ROUTE 15 542+50.00 TO 550+50.00 NB 27B 800 BORDER LAST REVISED 7/2/2010 ist COUNTY I ROUTE TOTAL PROJECT No. SHEET 081 SBd 1 15 1 9.82/11.94 1 1421 310 6/20/12 QRaFESS/ON REGISTERED VIVIL ENGINEER DATE o a� GREGORY W. HEFTER JUNE 22, 2012 w PLANS APPROVAL DATE � No. 46655 A THE STATE OF CALTFORNlA OR !TS OFF/CERS Exp 06/30/13 OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC ATf OF CAL1Foa��P COPIES OF TW5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 TRAFFIC HANDLING QUANTITIES THQ-1 USERNAME=>AECOM RELATIVE BORDER SCALE O1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130mf001.dgn IS IN INCHES I i i i TEMPORARY STRIPING AND PAVEMENT MARKER PLAN SHEET No. STATION / LOCATION z o a m z J a SOLID WHITE SOLID YELLOW PAINT TRAFFIC STRIPE (2 -COAT) 4'' 8" 8" 12" DASHED DASHED SOLID DASHED SOLID WHITE YELLOW WHITE WHITE WHITE PAVEMENT MARKER w > w RETROREFLECTIVE J L� 12" SOLID zz Q� YELLOW TYPE A TYPE D TYPE G TYPE H STAGE 1 LF LF LF LF LF LF LF If EA EA EA EA TH-1 CL ROUTE 15 542+48.88 TO 550+50.00 SB 12 601 18 TH-1 CL ROUTE 15 542+48.88 TO 550+50.00 SB 27B 801 TH-1 CL ROUTE 15 542+48.88 TO 550+50.00 SB 25 801 18 TH-1 CL ROUTE 15 542+50.00 TO 550+50.00 NB 12 600 18 TH-1 CL ROUTE 15 542+50.00 TO 550+50.00 NB 27B 800 TH-1 CL ROUTE 15 542+50.00 TO 550+50.00 NB 25 800 18 TH-2 CL ROUTE 15 550+50.00 TO 560+50.00 SB 12 750 22 TH-2 CL ROUTE 15 550+50.00 TO 560+50.00 SB 27B 1000 TH-2 CL ROUTE 15 550+50.00 TO 560+50.00 SB 25 1000 22 TH-2 CL ROUTE 15 550+50.00 TO 560+50.00 NB 12 750 22 TH-2 CL ROUTE 15 550+50.00 TO 560+50.00 NB 27B 1000 TH-2 CL ROUTE 15 550+50.00 TO 560+50.00 NB 25 1000 22 TH-3 CL ROUTE 15 560+50.00 TO 572+82.54 SB 12 924 27 TH-3 CL ROUTE 15 560+50.00 TO 572+82.54 SB 27B 1233 TH-3 CL ROUTE 15 560+50.00 TO 572+82.54 SB 25 1233 27 TH-3 CL ROUTE 15 560+50.00 TO 574+50.00 NB 12 1050 30 TH-3 CL ROUTE 15 560+50.00 TO 574+50.00 NB 27B 1400 TH-3 CL ROUTE 15 560+50.00 TO 574+50.00 NB 25 1400 30 TH-4 CL ROUTE 15 572+82.54 TO 581+98,75 SB 12 687 20 TH-4 CL ROUTE 15 572+82.54 TO 581+98.75 SB 27B 916 TH-4 CL ROUTE 15 572+82.54 TO 581+98,75 SB 25 916 20 TH-5 CL ROUTE 15 581+98.75 TO 586+35.60 SB 12 328 10 TH-5 CL ROUTE 15 581+98.75 TO 586+35.60 SB 27B 437 TH-5 CL ROUTE 15 581+98,75 TO 586+35.60 SB 25 437 10 TH-5 CL ROUTE 15 574+50.00 TO 587+95.67 NB 12 1009 29 TH-5 CL ROUTE 15 574+50.00 TO 587+95.67 NB 27B 1346 TH-5 CL ROUTE 15 574+50.00 TO 587+95.67 NB 25 1346 29 TH-6 CL ROUTE 15 586+35.60 TO 599+50.00 SB 12 986 28 TH-6 CL ROUTE 15 586+35.60 TO 599+50.00 SB 27B 1314 TH-6 CL ROUTE 15 586+35.60 TO 599+50.00 SB 25 1314 28 TH-6 CL ROUTE 15 587+95.67 TO 599+50.00 NB 12 866 25 TH-6 CL ROUTE 15 587+95.67 TO 599+50.00 NB 27B 1154 TH-6 CL ROUTE 15 587+95.67 TO 599+50.00 NB 25 1154 25 TH-7 CL ROUTE 15 599+50.00 TO 607+01.35 SB 12 753 22 TH-7 CL ROUTE 15 599+50.00 TO 607+01.35 SB 27B 1004 TH-7 CL ROUTE 15 599+50.00 TO 607+01.35 SB 25 1004 22 TH-7 CL ROUTE 15 599+50.00 TO 609+57.04 NB 12 755 22 TH-7 CL ROUTE 15 599+50.00 TO 609+57.04 NB 27B 1007 TH-7 CL ROUTE 15 599+50.00 TO 609+57.04 NB 25 1007 22 SUB TOTAL 23471 13412 0 0 0 0 0 0 0 292 292 SHEET TOTAL 36883 585 ist COUNTY I ROUTE TOTAL PROJECT No. SHEET 081 SBd 1 15 1 9.82/11.94 1 1421 310 6/20/12 QRaFESS/ON REGISTERED VIVIL ENGINEER DATE o a� GREGORY W. HEFTER JUNE 22, 2012 w PLANS APPROVAL DATE � No. 46655 A THE STATE OF CALTFORNlA OR !TS OFF/CERS Exp 06/30/13 OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC ATf OF CAL1Foa��P COPIES OF TW5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 TRAFFIC HANDLING QUANTITIES THQ-1 USERNAME=>AECOM RELATIVE BORDER SCALE O1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130mf001.dgn IS IN INCHES I i i i TEMPORARY Z 0 SHEET # RAILING (TYPE K) & TEMPORARY TRAFFIC SCREEN STAGE STAGE 1 BEGIN STATION SC11(CA) C30A END STATION EA TEMPORARY RAILING (TYPE K) LENGTH LF TEMPORARY TRAFFIC SCREEN LENGTH LF STAGE 1 O 17 d 1 1 1 N TH-7 TH-1 544+91.80 CL ROUTE 15 550+50.00 CL ROUTE 15 558 558 TH-1 548+23.14 CL ROUTE 15 550+50.00 CL ROUTE 15 228 228 Z w TH-2 550+50.00 CL ROUTE 15 560+50.00 CL ROUTE 15 2000 2000 D Q Z TH-3 560+50.00 CL ROUTE 15 572+82.54 CL ROUTE 15 1236 1236 TH-3 560+50.00 CL ROUTE 15 574+59.70 CL ROUTE 15 1400 1400 0 TH-A 572+82.54 CL ROUTE 15 581+98.75 CL ROUTE 15 948 948 TH-5 581+98.75 CL ROUTE 15 586+35.60 CL ROUTE 15 410 410 TH-5 574+50.00 CL ROUTE 15 587+95.67 CL ROUTE 15 1346 1346 TH-5 580+91.00 CL ROUTE 15 584+91.00 CL ROUTE 15 800 800 TH-6 586+35.60 CL ROUTE 15 599+50.00 CL ROUTE 15 1314 1314 TH-6 587+95.67 CL ROUTE 15 599+50.00 CL ROUTE 15 1154 1154 TH-7 599+50.00 CL ROUTE 15 603+34.06 CL ROUTE 15 386 386 TH-7 599+50.00 CL ROUTE 15 607+36.45 CL ROUTE 15 784 784 TOTAL 12564 12564 BORDER LAST REVISED 7/2/2010 ist COUNTY I ROUTE TOTAL PROJECT No. SHEET 081 SBd 1 15 1 9.82/11.94 1 143 1 310 6/20/12 QRaFESS/ON REGISTERED VIVIL ENGINEER DATE o a� GREGORY W. HEFTER JUNE 22, 2012 w No. 46655 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR !TS OFF/CERS Exp 06/30/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC ATf OF CAL1F"o COPIES OF THlS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 �FONTANA, CA 92335 TEMPORARY SIGNAGE Z 0 SHEET # BARRICADE CHANNELIZER TEMPORARY CRASH CUSHION MODULE STAGE/SHEET 139-10 xofQ of SC11(CA) C30A STAGE 1 EA EA EA EA EA EA STAGE 1 O 17 d 1 1 1 N TH-7 28 1 Z Q 1 13 14 L.> O Z w TOTAL 2 2 2 Q O- W D Q Z TOTAL O 30 56 a O V^ 0 L BORDER LAST REVISED 7/2/2010 ist COUNTY I ROUTE TOTAL PROJECT No. SHEET 081 SBd 1 15 1 9.82/11.94 1 143 1 310 6/20/12 QRaFESS/ON REGISTERED VIVIL ENGINEER DATE o a� GREGORY W. HEFTER JUNE 22, 2012 w No. 46655 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR !TS OFF/CERS Exp 06/30/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC ATf OF CAL1F"o COPIES OF THlS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 �FONTANA, CA 92335 TEMPORARY SIGNAGE STAGE SHEET # BARRICADE CHANNELIZER TEMPORARY CRASH CUSHION MODULE STAGE/SHEET 139-10 W7 -3A W21 -5B W21-5 SC11(CA) C30A STAGE 1 EA EA EA EA EA EA STAGE 1 TH-1 17 TH-1 1 1 1 1 TH-7 28 1 1 1 1 13 14 TOTAL 2 2 2 2 BARRICADE, CHANNELIZERS & TEMPORARY CRASH CUSHION STAGE SHEET # BARRICADE CHANNELIZER TEMPORARY CRASH CUSHION MODULE TYPE III EA ARRAY TS11 ARRAY TB11 ARRAY TS14 EA STAGE 1 TH-1 17 14 TH-5 28 TH-7 13 14 TOTAL 30 56 TRAFFIC HANDLING QUANTITIES THQ-2 USERNAME=>AECOM RELATIVE BORDER SCALE O1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130mf002.dgn IS IN INCHES I i i i % % X IDUNCAN CANYON Rd J BORDER LAST REVISED 7/2/2010 THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY USERNAME=>AECOM DGN FILE => R°\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130mg001.dgFi Dist COUNTY ROUTE TOTAL PROJECT -No. SHEET 08 SBd 15 9.82/11.94 144 310 NOTES 6/20/12 F;OFEss10 1. ALL SIGN LOCATIONS SHOWN ARE APPROXIMATE, EXACT REGISTERED VIVIL ENGINEER DATE oe N4 LOCATIONS TO BE APPROVED BY THE ENGINEER. GREGORY W. HEFTER 2. FREEWAY CLOSURE SHALL BE ONE DIRECTION AT A TIME. JUNE 22, 2012 No. 46655 AS NEEDED FOR FALSEWORK ERECTION AND REMOVAL. PLANS APPROVAL DATE cA LEGEND THE STATE 0,'-FNL4 oR Trs oPFic as Exp06/30/13 OR AGENTS SHALLZZ NO NOT dE RESPON5T6LE FOR sT CIVIL THE 4CCORACY OR COMPLETENESS OF ELECTRONIC 4jF Ov cn �FOPN�� COPIES OF THIS PLAN SHEET. vVVIA TEMPORARY BARRICADE (TYPE III) FOR GRAPHICAL AECOM �7373 OF FONTANA TRAFFIC CONE PURPOSES 999 TOwN AND COUNTRY SIERRA AVENUE ORANGE, CA 9?_868 FONI-ANA, CA 92335 EASTBOUND ROAD CLOSED EASTBOUND ROAD CLOSED -ROAD CLOSED RELATIVE BORDER SCALE 0 i 2 3 UNIT 2232 IS IN INCHES COMPLETE FREEWAY CLOSURE PER T10A Q N — N O M N •• \ N N M N •• \ O �0 p p F w O Q � p !— DETOUR PLAN NIGHT TIME & WEEKEND w o FREEWAY CLOSURE DE _ a o NO SCALE o PROJECT NUMBER & PHASE 0800000237 NOTE: 1. REFER TO STANDARD PLAN T10A FOR TRAFFIC CONTROL SYSTEM FOR NIGHT TIME COMPLETE CLOSURES ON FREEWAY. x 2. FREEWAY CLOSURE SHALL BE ONE DIRECTION AT A TIME. 0 r w m in o > w w > w w � � a v w Y/ ,W Di.tj COUNTY ROUTE ITOTAL PROJECT NO. SHEET 08 SBd 15 9.82/11.94 145 310 6/20/12 REGISTERED IVIL ENGINEER Q�oFEss�pN DATE o a� GREGORY i J W. HEFTER z JUNE 22, 2012 U No. 46655 PLANS APPROVAL DATE A Exp0VIL 3 THE STATE OF CALIFORNIA OR ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP OF CALIFo�N COPIE5 OF T11,'5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 1637 6 Lo / O 3.6 \ i �� /-� �� RAMP STRIPING + (SEE PD SHEETS) (v 680°q C I88L eoNr, I ? � ,� Ln w , - _ - w m - W r - I W LINE --r _ uR- 1 n 572 W -- - j 570 571 w f Zw i 5 g ./ - JN G _ -/59iT / L— S w - - - 562 - 563 564 / 565cc 5- coNc F - w--_ �- - -- --_--------- - - -�- ---- ---/ -� -- -� LL Lu U x - ROUTE 5 � W 1- 2 3 4, 565 6. 7 8 9 570 -1 2 3 4 FREEWAY-COM2LETE-CLOSURE - -7Z- - - - - - - - -- - --- - -- - T ~ ASFH- - -� - o �- - -567 z -----5£,&_ 12 0 - -` L ci - ' _ —12,0'—---—�ZQ - LINE Q 'R 2 x a� =- _.\ - -- - SLI n '— y� M �, ,. Z � o � �� ;" i / -�-- � X2.0' 574 ' -- - z \ Ld RAMP STRIPING �'—� C/� a (SEE PD SHEETS)-��_ Zw Q \ hV L.1 CITY R/W N 1 / ~ �o O �w z ', BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130mg002.DGN RELATIVE BORDER SCALE 01 2 3 IS IN INCHES i i i I UNIT 2232 00 a a � H DETOUR PLAN =o NIGHT TIME & WEEKEND > O FREEWAY CLOSURE DE -2 a O O PROJECT NUMBER & PHASE 0800000237 Of Of J x Q U 0 V0 BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130mg002.DGN RELATIVE BORDER SCALE 01 2 3 IS IN INCHES i i i I UNIT 2232 00 a a � H DETOUR PLAN =o NIGHT TIME & WEEKEND > O FREEWAY CLOSURE DE -2 a O O PROJECT NUMBER & PHASE 0800000237 x x x x 0 0 w cc v� W Q LL z W 0 2 � V W z cc a 0 v NOTES 1. FREEWAY CLOSURE SHALL BE ONE DIRECTION AT A TIME. BORDER LAST REVISED 7/2/2010 �—� R/W \ \ \ q0 \ \ USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130mg003.D6N �� — 8.0'J \ E M N RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I i i i I UNIT 2232 i5tl COUNTY I ROUTE TOTAL PROJECT NO. SHEET 08 SBd 15 1 9.82/11.94 1 1461 310 6/20/12 REss10 REGISTERED VIVIL ENGINEER DATE oP tiq� GREGORY W. HEFTER JUNE 22, 2012 "46655 Ex PLANS APPROVAL DATE N * Exp 06/30/13 THE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr CIVIL p THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4e DF CAU,&" COPTFS OF THIS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 �FONTANA, CA 92335 DETOUR PLAN NIGHT TIME & WEEKEND FREEWAY CLOSURE DE -3 PROJECT NUMBER & PHASE 0800000237 1 DETOUR PLAN NIGHT TIME & WEEKEND FREEWAY CLOSURE DE -3 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS NOTES 08 SBd 15 9.82/11.94 147 310 1. FREEWAY CLOSURE SHALL BE ONE DIRECTION AT A TIME. 1 6/20/12 REGISTERED IVIL ENGINEER DATE eR°pEssro xGREGORY \ \ 7Z ^�SP1N W. HEFTER � JUNE 22, 2012 PLANS APPROVAL DATE No. 46655 THE STATE OF CALIFORNIA OR ITS OF OFICERS it ExD 06/30/13 R AGENTS SHALL NOT BE RESPONSIBI L LE FOR CIV ao P THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of cn1]Fo��t COPIES OF THIS PLAN SHEET. D.e _ = \_ J i _ �' / AECOM CITY OF FONTANA V� — FOR— 999 TOWN AND COUNTRY 8353 SIERRA AVENUE w > w A� ORANGE, CA 92865 FONTANA, CA 92335 \ \\\ \ \ _ BY -OTHERS SES J NIT IA INT IM l ECT Q x_X_ _ om �I\ Amax + T PE III A� NEL]ZER w m Jz w x y �\ �� B RRICADE (8) SPA (SUR 0 _OTXNTFF))46 � ENGTH 32" o �, v A I x , x—s \ u \ \ T Y Pi✓ X dos \ - - � ARROW C I Y /W 50 ✓ f z LL OS I ti W o= 3 X I Y • �/ �$ \ k� Sgt QPAl O C7 v. R1 � \ RAM STaRIP NG 4 �+ �x�(SEf S ETS) C7 Lu - i TYPE III \ oO) -BARRICADE (8)\ Cr II T�\ \ ` \ CONS TRU T OT ERS �'e LEITH - 32' V Q x Imo- RAMP STRPING + SEE D S�W{EETS) u� Ln / A E MO NT ) �� W T TAT. 12 !�\� \ \ Z 0 CON TR CT Y I H ti „A LINER � \ W�--- - 4.0' �� , �� DU NG WEE END�FUL ` w cl:--. •----.----- 5�DIRECT ONA \' cm 1 4 FREEW Y CLOSUR W � 0 576 a w- 575 o I I W 3 574 N° w ® W Q C> a -- - - - - - - - - - - - - - - - - - - - - - - - - -, - - - C,� GP �� O``'o 0 L_ w w x a - - - - - - - - CON - - - - - 1 C 15- C-) - - - - - - - - Y - - - - - \�Pp�� a - a - - -, -- - - -_� �\ OJ�G`�o�� DETOUR PLAN v ��t. NIGHT TIME & WEEKEND w o N FREEWAY CLOSURE DE-4 a o Jo USERNAME =>LAN Engineering RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE => R:\FONTOa01 1-15 Duncan PS&E\Plans\DGN\80H130mg004.DGN IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x X QI 1 i5tl COUNTY I ROUTE 081 ',Rd - 1 S OTAL PROJECT I NO. ISHEET 9.82/11.94 I 14R I 310 E W, w z(-0 :]W Ln r W W W O Ln �w w w z N J Z O W_ J Q U O W J` N LI BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130mg005.DGN RELATIVE BORDER SCALE 01 2 3 IS IN INCHES II I I I II UNIT 2232 1141w l 1 I IMG OI Y1/GGI\G III FREEWAY CLOSURE DE -5 PROJECT NUMBER & PHASE 0800000237 X of w � uz W LL z W 0 2 U Z 0 W z a 0 z x O a of of Z a CD 0 z w d cm a BORDER LAST REVISED 7/2/2010 h i 1 I ACCESS ROAD BY OTHERS SEE CITY OF F0NTANA INTERIM � I LYTLE CREAK NORTH Rd PROJECT �v RC?dT� F5" 6G4+4-0 -"R 4" LINE R/W - - - - - - END Temp STRIPING --- -- LYTLE CREEK Rd Temp Pvmt STRIPING 13 - FOLLOW ST4NbARD PLAN T10 ----- ---- - - �--- <=- + 27B - FOR TRAFFIC CONTROL SYSTEM a FOR COMP E FRE -0 600 CLOSURE ca L TE LOSU N l -�\ - --- - Lo Z 24 LL FREEWAY COMPLETE CLOSURE — - 1 - F -r LdLd — — = ROUTE 15 Exist D[ - N600 1 2 3 4 i' 605 —_ O _� -�- -- 7 - - �— - - w w -- 610 NZ - - - „R_3' LINE - - - - -- --EE - X: 642 - - - U ---y— w - — R/W RAMP STRIPING - (SEE PD SHEETS) USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130mg006.DGN RELATIVE BORDER SCALE 01 2 3 UNIT 2232 IS IN INCHES i i i Dist COUNTY ROUTE TOTAL PROJECT NO. SHEET 08 SBd 15 9.82/11.94 149 310 6/20/12 REGISTERED IVIL ENGINEER Q�oFEss 10N DATE a� o GREGORY i W. HEFTER z JUNE 22, 2012 U No. 46655 PLANS APPROVAL DATE A Exp0VIL 3 THE STATE OF CALIFORNIA OR ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP OF CALIFo�N COPIE5 OF T11,'5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 I USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130mg006.DGN RELATIVE BORDER SCALE 01 2 3 UNIT 2232 IS IN INCHES i i i Dist COUNTY ROUTE TOTAL PROJECT NO. SHEET 08 SBd 15 9.82/11.94 149 310 6/20/12 REGISTERED IVIL ENGINEER Q�oFEss 10N DATE a� o GREGORY i W. HEFTER z JUNE 22, 2012 U No. 46655 PLANS APPROVAL DATE A Exp0VIL 3 THE STATE OF CALIFORNIA OR ITS OFFICERS CIVIL OR AGENTS SHALL NOT BE RESPONSIBLE FOR sr P THE ACCURACY OR COMPLETENESS OF ELECTRONIC qrP OF CALIFo�N COPIE5 OF T11,'5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE �FONTANA, ORANGE, CA 92868 CA 92335 DETOUR PLAN NIGHT TIME & WEEKEND FREEWAY CLOSURE DE - 6 PROJECT NUMBER & PHASE 0800000237 BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130mh001.dgn ist COUNTY I ROUTE TOTAL PROJECT No. SHEET 081 SBd 1 15 1 9.82/11.94 1 150 1 310 6/20/12 QRaF ESS/ON REGISTERED VIVIL ENGINEER DATE o a� GREGORY W. HEFTER JUNE 22, 2012 w No. 46655 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR !TS OFF/CERS Exp 06/30/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC ATf OF CAL1F"o COPIES OF THlS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 �FONTANA, CA 92335 BARRICADE, z 0 MARKING (PAINT) STAGE SHEET # TYPE I (18FT) SOFT BARRICADE CHANNELIZER (SURFACE MOUNTED) TYPE III xofQ of 50 EA DE -4 50 16 60 O 293 d N DE -6 ''R-4" 599+50.00 TO 599+97.04 24 8 Z Q SUBTOTAL 14 60 DE -4 5 16 58 "ROUTE 15" 601+60.89 TO 603+10.00 27B 154 0 TOTAL 615 21 77 w SUBTOTAL 30 126 d 0 a z O a U V^ 0 BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130mh001.dgn ist COUNTY I ROUTE TOTAL PROJECT No. SHEET 081 SBd 1 15 1 9.82/11.94 1 150 1 310 6/20/12 QRaF ESS/ON REGISTERED VIVIL ENGINEER DATE o a� GREGORY W. HEFTER JUNE 22, 2012 w No. 46655 PLANS APPROVAL DATE A THE STATE OF CALIFORNIA OR !TS OFF/CERS Exp 06/30/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sT CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC ATf OF CAL1F"o COPIES OF THlS PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN AND COUNTRY 8353 SIERRA AVENUE ORANGE, CA 92868 �FONTANA, CA 92335 BARRICADE, CHANNELIZERS MARKING (PAINT) STAGE SHEET # TYPE I (18FT) SOFT BARRICADE CHANNELIZER (SURFACE MOUNTED) TYPE III EA DE -3 50 EA DE -4 50 16 60 "R-4" 597+76.73 TO 599+50.00 24 293 DETOUR DE -2 DE -6 ''R-4" 599+50.00 TO 599+97.04 24 8 DE -3 SUBTOTAL 14 60 DE -4 5 16 58 "ROUTE 15" 601+60.89 TO 603+10.00 27B 154 TOTAL 615 21 77 SUBTOTAL 30 126 TEMPORARY PAVEMENT MARKING (PAINT) STAGE/SHEET TYPE I (18FT) SOFT TYPE VI TYPE VII SOFT SOFT DE -5 ''R-4" 592+23.64 TO 593+44.49 27B 121 DE -3 50 DE -4 50 16 60 "R-4" 597+76.73 TO 599+50.00 24 293 DE -6 ''R-4" 599+50.00 TO 599+97.04 24 47 SUBTOTAL 100 ''R-4" 599+50.00 TO "ROUTE 15" 601+45.76 13 TEMPORARY STRIPPING AND PAVEMENT MARKER STAGE/SHEET STATION DETAIL TEMPORARY TRAFFIC STRIPE TEMPORARY PAVEMENT MARKER NUMBER (2 -COAT) RETROREFLECTIVE NON -REFLECTIVE 4" WHITE 4" YELLOW TYPE G TYPE A DE -5 ''R-4" 592+23.64 TO 593+44.49 27B 121 ''R-4" 592+23.64 TO 599+50.00 13 16 60 "R-4" 597+76.73 TO 599+50.00 24 293 DE -6 ''R-4" 599+50.00 TO 599+97.04 24 47 ''R-4" 599+50.00 TO "ROUTE 15" 601+45.76 13 5 17 "ROUTE 15" 601+60.89 TO 603+10.00 27B 154 TOTAL 615 21 77 RELATIVE BORDER SCALE 01 2 3 IS IN INCHES i i i I UNIT 2232 DETOUR QUANTITIES SCALE: 1"=50' D E Q -1 PROJECT NUMBER & PHASE 0800000237 X X PROJECT NOTES: (FOR SHEETS PD -1 TO PD -6 ONLY) 15 2 0 INSTALL THERMOPLASTIC TYPE III RIGHT ARROW PER CALTRANS STANDARD PLAN A24B. 11 INSTALL THERMOPLASTIC TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED MAY - 2006. AT 200' SPACING. F2 INSTALL THERMOPLASTIC TYPE III LEFT ARROW PER CALTRANS STANDARD PLAN A24B. 12 INSTALL TYPE IV LEFT ARROW PER CALTRANS STANDARD PLAN A24A. 3 INSTALL THERMOPLASTIC TYPE V ARROW PER CALTRANS STANDARD PLAN A24A. 13 INSTALL TYPE IV RIGHT ARROW PER CALTRANS STANDARD PLAN A24A. F4 INSTALL THERMOPLASTIC 12" WHITE CROSS WALK PER CALTRANS STANDARD PLAN A24E. 14 INSTALL 4" SOLID WHITE LINE. 5] INSTALL 12" WHITE LIMIT LINE PER CALTRANS STANDARD PLAN A24E. CONFORMANCE WITH THE CURRENT EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD). 15 REMOVE EXISTING STRIPING. © INSTALL THERMOPLASTIC DIAMOND SYMBOL PER CALTRANS STANDARD PLAN A24C. 16 INSTALL "STOP" PAVEMENT MARKING PER CALTRANS STANDARD PLAN A24D. �7 INSTALL THERMOPLASTIC TYPE II RIGHT ARROW PER CALTRANS STANDARD PLAN A24B. 17 INSTALL THERMOPLASTIC TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A. ® INSTALL THERMOPLASTIC TYPE 1 24" ARROW PER CALTRANS STANDARD PLAN A24A. 9❑ INSTALL THERMOPLASTIC TYPE IT (B) ARROW PER CALTRANS STANDARD PLAN A24B Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 151 310 ,�2 = C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of cALitb��P COPIES OF TNIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 48'-0" 48'-0.. —. ------------ 10 INSTALL THERMOPLASTIC TYPE I[ LEFT ARROW PER CALTRANS STANDARD PLAN A24B. 8'-0" 8'-0" 16'-0" 8'-0" 8'-0" 18'-0" 12'-0 18'-0' 225', 8 �' 50' 8' 50' 8' ' 2 ri--' o n 9 r o DETAIL "A' (CAR POOL LANE) NO SCALE 4'-O" 0 4" WHITE 0 4" WHITE 0I TYPE G ONE-WAY CLEAR RETROREFLECTIVE [11 TYPE G ONE-WAY CLEAR RETROREF�ECTIVE TYPE A WHITE NON -REFLECTIVE (INS E LL BEFORE STR IPEa TYPE A WHITE NON -REFLECTIVE (INSTALL BEFORE STRIPE) ____ _- _ - _- DETAIL 10M (T) DETAIL 13M (T) / \ NO SCALE NO SCALE — — — — - � — - DUNC-AN -CANYON- Rd - A -Sp H TYPE � DELINEATORS SPACING ( -(3) - - - Exist CALTRANS_) �w - - - - - - - - AT 200'SPACING (TYP) _____-_____ om- _ - _ - - = - - - = - - - - - - - - — - _ - = - - - - - - - _ = _ - - - - = _ - - - - = - - - _ - - - - Uw U i -- Y I _ D +50 +69 15 � 11 (3 EA TYP) 11 11 13M T) 27B T J v JOIN EXISTING 13M T) 27B T) JOIN EXISTING + aw 10' - — X12' -- _--------------------- O 12'- >12' --- — — — — — — — — — — — — — — — — — — w 12' -- J z (T 25A a J rt -I mi 3 4 25A T) 545 6 a J 12'---- --- --- ------- � 12' — a12 --------— J12--- ------------ 10 +50 1X3M T) 27B T) JOIN EXISTING 0 X Q 0 0 W V) N BORDER LAST REVISED 7/2/2010 USERNAME => USER DGN FILE => PD-01.DGN N - ASFN 3 4 ROUTE 15 - T) 555 6 +I LEGEND (FOR SHEETS PD -1 TO PD -6 ONLY) <�T) PAVEMENT DELINEATION THERMOPLASTIC — STRIPE CHANGE LOCATION DELINEATOR, TYPE F, UNLESS OTHERWISE INDICATED B "BIKE" PAVEMENT MARKING, SEE CALTRANS STANDARD A24D. L "LANE" PAVEMENT MARKING, SEE CALTRANS STANDARD A24D. 1 "BIKE LANE ARROW" PAVEMENT MARKING, SEE CALTRANS STANDARD A24A. S "SIGNAL" PAVEMENT MARKING, SEE CALTRANS STANDARD A24D. A "AHEAD" PAVEMENT MARKING, SEE CALTRANS STANDARD A24D. C "CAR" PAVEMENT MARKING, SEE CALTRANS STANDARD A24E. P "POOL" PAVEMENT MARKING, SEE CALTRANS STANDARD A24E. OA HOV PVMT MARKING DETAIL, SEE DETAIL "A" 4 DIAMOND SYMBOL SEE CALTRANS STANDARD A24C STOP "STOP" PAVEMENT MARKING, SEE CALTRANS STANDARD A24D. THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. RELATIVE BORDER SCALE 02 3 IS IN INCHES I i 1 i I i I wt- --\--<-2�5AT)- - 8 - - - 9 25A T) 560 — — — — — — — — — — — — — 12 12 12 12 T) 27B T) /rte �TITT'fl•T'YTTITfT,'I�I � Exist CALTRANS R/W / L11111 II III 111 1111771 I-rl I fl, rl I p2`ALTRAN5 R/W FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. W Z_ N J I LO a ww � W O N = W W LLI Z_ N J U Q PAVEMENT DELINEATION PLAN SCALE: 1" = 50' PD -1 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 15 2 0 550 1 Z CONFORMANCE WITH THE CURRENT STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED MAY - 2006. 27B T) 0 W V) N BORDER LAST REVISED 7/2/2010 USERNAME => USER DGN FILE => PD-01.DGN N - ASFN 3 4 ROUTE 15 - T) 555 6 +I LEGEND (FOR SHEETS PD -1 TO PD -6 ONLY) <�T) PAVEMENT DELINEATION THERMOPLASTIC — STRIPE CHANGE LOCATION DELINEATOR, TYPE F, UNLESS OTHERWISE INDICATED B "BIKE" PAVEMENT MARKING, SEE CALTRANS STANDARD A24D. L "LANE" PAVEMENT MARKING, SEE CALTRANS STANDARD A24D. 1 "BIKE LANE ARROW" PAVEMENT MARKING, SEE CALTRANS STANDARD A24A. S "SIGNAL" PAVEMENT MARKING, SEE CALTRANS STANDARD A24D. A "AHEAD" PAVEMENT MARKING, SEE CALTRANS STANDARD A24D. C "CAR" PAVEMENT MARKING, SEE CALTRANS STANDARD A24E. P "POOL" PAVEMENT MARKING, SEE CALTRANS STANDARD A24E. OA HOV PVMT MARKING DETAIL, SEE DETAIL "A" 4 DIAMOND SYMBOL SEE CALTRANS STANDARD A24C STOP "STOP" PAVEMENT MARKING, SEE CALTRANS STANDARD A24D. THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. RELATIVE BORDER SCALE 02 3 IS IN INCHES I i 1 i I i I wt- --\--<-2�5AT)- - 8 - - - 9 25A T) 560 — — — — — — — — — — — — — 12 12 12 12 T) 27B T) /rte �TITT'fl•T'YTTITfT,'I�I � Exist CALTRANS R/W / L11111 II III 111 1111771 I-rl I fl, rl I p2`ALTRAN5 R/W FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. W Z_ N J I LO a ww � W O N = W W LLI Z_ N J U Q PAVEMENT DELINEATION PLAN SCALE: 1" = 50' PD -1 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 GENERAL NOTES: (FOR SHEETS PD -1 TO PD -6 ONLY) 0 1. ALL STRIPING AND PAVEMENT MARKING SHALL BE IN Z CONFORMANCE WITH THE CURRENT STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED MAY - 2006. a uj 0 2. ALL TRAFFIC STRIPES ARE PAINT (2 COATS) UNLESS OTHERWISE NOTED. 3. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL BE a ACCOMPLISHED BY SANDBLASTING, GRINDING OR AS DIRECTED BY THE Z ENGINEER. 4. ALL EXISTING STRIPING AND PAVEMENT MARKING NOT SHOWN ON x PLANS, IF REMOVED, SHALL BE REPLACED WITH SAME KIND, AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD). 0 W V) N BORDER LAST REVISED 7/2/2010 USERNAME => USER DGN FILE => PD-01.DGN N - ASFN 3 4 ROUTE 15 - T) 555 6 +I LEGEND (FOR SHEETS PD -1 TO PD -6 ONLY) <�T) PAVEMENT DELINEATION THERMOPLASTIC — STRIPE CHANGE LOCATION DELINEATOR, TYPE F, UNLESS OTHERWISE INDICATED B "BIKE" PAVEMENT MARKING, SEE CALTRANS STANDARD A24D. L "LANE" PAVEMENT MARKING, SEE CALTRANS STANDARD A24D. 1 "BIKE LANE ARROW" PAVEMENT MARKING, SEE CALTRANS STANDARD A24A. S "SIGNAL" PAVEMENT MARKING, SEE CALTRANS STANDARD A24D. A "AHEAD" PAVEMENT MARKING, SEE CALTRANS STANDARD A24D. C "CAR" PAVEMENT MARKING, SEE CALTRANS STANDARD A24E. P "POOL" PAVEMENT MARKING, SEE CALTRANS STANDARD A24E. OA HOV PVMT MARKING DETAIL, SEE DETAIL "A" 4 DIAMOND SYMBOL SEE CALTRANS STANDARD A24C STOP "STOP" PAVEMENT MARKING, SEE CALTRANS STANDARD A24D. THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. RELATIVE BORDER SCALE 02 3 IS IN INCHES I i 1 i I i I wt- --\--<-2�5AT)- - 8 - - - 9 25A T) 560 — — — — — — — — — — — — — 12 12 12 12 T) 27B T) /rte �TITT'fl•T'YTTITfT,'I�I � Exist CALTRANS R/W / L11111 II III 111 1111771 I-rl I fl, rl I p2`ALTRAN5 R/W FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. W Z_ N J I LO a ww � W O N = W W LLI Z_ N J U Q PAVEMENT DELINEATION PLAN SCALE: 1" = 50' PD -1 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY I ROUTE ITOTAL PROJECT IJ No. SHEET 08 SBd 15 9.82/11.94 152 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 s THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 X w �oro x� j�/� +� \V A �� — A�� !i LOL SB ENTRANCE -RA,MP (T 27B — o / ^�) "R-1" LINE o + + M / i ;- ON r rM E CAL" TRANS R W r—I �, (T 25A __----278 T) (T 10M ��- W C _ 8 Z i / V + \ _ Q ---- Gi - - 36A W 13M Tjl \ 27B T) 81- -T) c' x 5 0.12 x x—x x x x v , �. 'S o° o x N — x—� --xLIj x v x 12 _ — _ — 573 = � Ln \(D Y' o + + I 12 5 9 570 1OM T) 1 57 m 25A8T)T) Ld ?W v 27B T) -- - -- - - JV) aW V 0 567 -- U w 12—----0�- --�2 _ GI z 12' — 56z-- — = 565 ---------------- ------ s8o-,s-- ---- ? xc - — -- — — — — — — — — — — .. �J 12 -------------- --------------------- ------- -- --�— 12 Q > i 12" 12' � D Ln w 13M T) LJ 25A T) - - ROUTE 15 2 5 A T") LLJ o u) w p� 1 37 T) 2 25A T) 3 4 565 388 T) 6 15 7 8 36 T) 9 570 1 25A T) 2 13M T) 27B T) U Ln LL, LLj12 -�� Zgw Z_ 1 2' y1-- - - - - -. .- "- - - - - SBD - 15 --- -1 2' -'--'i - - - - - - -- - - - - - - - -:�-- - 1 2' -- - Z N -J 1 2-..-'�_ —Hf - �,,. - ---i- - - - - - - - - - 1 2 " - - - - - - - - - - - - - - < 12 O 12'�f7 25A T) 10 G DELINEATORS - � � — IG+ Q r1 111111111wIll �111111111_ _ 5b IG rAT 100'SPACING (TYP) v �— I + _ 7L� IG in G v z _ 27B T) 13M T) 14 T)Exist CALTRANS R/W _�� SZ`L12' Z� 72J LLJ ------ — I,_ — I W Z _ ------ _ M � L0L NB EXIT RAMP � ��_ �_ o + Prop CAL TRANS R/W + R-2 LINE M 27B T) -____-____QOM T �Y��REEK Ro EAST ZW W z TYPE F DELINEATORS -IN L- AT 50' SPACING (TYP) TYPE F DELINEATORS--- AT ELINEATORS-AT 100$ SPACING (TYP) -- I a 1— o 0- Q uj g M N I� M II II a �O W W oc X PAVEMENT DELINEATION PLAN o o SCALE: 1" = 50" o 0 W wo N THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. PD -2 a o Jo USERNAME =>-USER- RELATIVE BORDER SCALE 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE => PD-02.DGN IS IN INCHES UNIT 2232 PROJECT NUMBER &PHASE 0800000237 X Dist COUNTY ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT I No. SHEETS \ 08 SBd 15 9.82/11.94 153 310 6/20/12 / / RocEssio �_------__—__ — — REGISTERED CIVIL ENGINEER DATE oe Nq _ / 39 - �� - �, JUNE 22, 2012 WILLIAM 664 N R� -- ----- - - — PLANS APPROVAL DATE W. s 1 2 - — -- �----- /i Exo.l2/31/13 ^> \� _ __ THE STATE OF C.4L/FORNIA OR ITS OFFICERS • — \ --- — - - — _ _ _ / / OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL P ° 1 2 \ �� — — BY OTHERS, SE - -- - - - - - _ -- — / THE ACCURAcr OR COMRLETENE55 OF ELEcraoNlc �x _ S \ - A - - -- CITY OF FONTANA - - - - -- - - - _ — — / / COaiES OF THIS acAN SHEET. )F CALF I INTERIM LYTLE CREEK - --_- LIN CONSULTING, INC. CITY OF FONTANA h� --1NORTH RD. PROJECT HA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE 0 12 �- \ — _ -- —WKER-CRAWFORD CHANNEL DIAMOND BAR, CA 91765 FONTANA, CA 92335 ACCESS ROAD BY OTHERS SEE Sh \ \ CITY OF FONTANA INTERIM _ - �Y-T __ CREEK Rd PROJECT 25A \ �� — - -- -- - -- — _-- - -- - - ` Prop R/W-� - ----- --- —_ — x 39. 39 �- - { ` \ ABANDONED= _ _ _ LYT - \ _ 1 RAISED MEDIAN—/ \ Q LYTLE CREEK Rd — _ _ LE CREEK Rd \ TYPE F DELINEATOR-S- --A ELINE TATA OR—S- \ — --q\ 00' SPACING (TYP). \ �PH - — - - \ \ \ \ Prop \ CALTRANS R/W �0 x>� \ \\ +\\ \\ \\ \ o \ \ \ 12 \\\\ \ ++ 0 w \ 39 y� x o Prop Ret WALL �9�'\ 25A' --- i-- // \G \\ G 25A 10M T) h0 �> �a \ 9 ��' \ RAISED MEDIAN (T 38B / `G �_, � \ X \ �� / �� \ \ 225' 38 �� (T 27B 10M T) yky \��G � 7B T) <b X S(q \\ \ xy 1 20 2 LOL SB EXIT RAMP ....... \ O Qa \. �0 10 "R-4" LINE -7 7 �Q z _--- 225' 39 4 5 l \\ \ 8 pw 3 x- 50'14 25A T) TYPE G DELINEATORS Exist CALTRANS R/W O4 2 AT 100' SPACING (TYP) z 0. `xo1L 5 35 , 1 0 5 / TYPE F DELINE RS 8 \J/ AT 70' SPACIN (TYP) 4 14 50' �cl l 0 \ 39 Exist CALTRANS R/W X a LOL SB ENTRANCE RAMP x o xh \\\ \ C= n "R-1" LINE / o ks 12 \ 38 a w 0 A \ J\ 1 2 2 N z 76 T) / 1 o o G W_ G — TYPE G DELINEATORS 12 \ �O w" 0112 — AT 70' SPACING (TYP) m \ �x N a mw575 G oQ Z 574 39 0 uj ( ) o W J 25A T) (T 38 10M T Vwi U 27B T) 13M T) 12-� 0 0 r 0 0 x a 00 12' ------------- ----- ------ P� PAVEMENT DELINEATION PLAN Q �� > 12 -- --------- SCALE: 1" = 50' o� y 25A T) w o Wo V) THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. PD -3 a o Jo USERNAME =>-USER- RELATIVE BORDER SCALE BORDER LAST REVISED 7/2/2010 DGN FILE => PD-03.DGN IS IN INCHES I i I i j UNIT 2232 PROJECT NUMBER &PHASE 0800000237 x X Z r N r � � a � J � J O Ln I, - Lr) N I Ld c� Z CL ti J Lu N 2 12 LJ w L,, z X r D J aw V Y � U 0 U F- g O u7 w W d N J z a Z Q U Q Z J � J w 3 z a Z O x Q O d N a 0 Z d O Q � � 111- 1 N BORDER LAST REVISED 7/2/2010 X TYPE F DELINEATORS AT 100' SPACING (TYP) Prop CALTRANS R is ---12, Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 154 310 C d --c 6/20/12 Q�'oFESS10 REGISTERED CIVIL ENGINEER DATE o q� WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 �FONTANA, CA 92335 LYTLE CREEK Rd EAST ASPH _ OD------------ --- Exist CALTRANS R/W d � O W W H F 00 a a PAVEMENT DELINEATION PLAN SCALE: 1" = 50' ~ 0 �o wo THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. PD -4 a o USERNAME => USER- RELATIVE BORDER SCALE 0 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE => PD-04.DGN IS IN INCHES I i i i I i I X Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET - -- 08 SBd 15 9.82/11.94 155 310 \ -- --_ 2 eizoiI \ ---- - --- _ _ _------- 64�-- C RocESSio REGISTERED CIVIL ENGINEER DATE -1 e Nq Fti \ WILLIAM SUN \ JUNE 22, 2012 PLANS APPROVAL DATE Na. C57664 A � E,P,12/31/13 THE STATE OF CALIFORNIA OR ITS OFFICERS \ \ OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL 4 THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of cnLiFo��P \ COPIES OF THIS PLAN SHEET. h CID LIN CONSULTING, INC. F8353 Y OF FONTANA \ 21660 E. COPLEY DR., #270 SIERRA AVENUE Prop DIAMOND BAR, CA 91765 TANA, CA 92335 A v CALTANS� Gv�P R/W 27B T) \ \ Ae \� < �P s8 \ CRF ABANDONED (T 25A /G \ F!(R ` LYTLE CREEK Rd TYPE F DELINEATOR - \ d — _ AT 50' SPACING (TYP) Exist CALTRANS --- R/W (T tOM S88 G \ \ ` ` 278 \ -- — — — ATPE F 100'SPACING DT(TYP) S89 IG S9pG1� asFH �o J y' TYPE G DELINEATOR _ — — — — — — AT 100' SPACING (TYP) 591 G1 ----- --- - - xy �0 592 G1 36 T) o LOL SB EXIT RAMP 593G1 594GI - 8' Ln + o "R-4" LINE 13M T) N + 276 T) 595 G1 25A T) 596 G1 I 597G1 1 12' 5� 9 w 12'--- — — — ---- — — — — — — — — — — — — — — — 12' w N 12' --------------------------------- ------------ 12' Z tO zv, 0 -- 12' --- — — — — — ------- ----------- --------- --------12 12' J� LOa r a ASPH r T) CL 'ROUTE 1 5 �'_�, - w - - ►- a 3 8 9 590 1 _ - 25A T) 2 - 3 4 595 - - 6 7 8 ZSA T) g _ � t=/1 _ - -- - Cr Ld J -' 12' ------------- ------------=------------ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 2' 12' w w zN 12'--- 12 — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — 72 x Z a TYPE_G DELINEATOR 13M T) 25A T) 595 -- 596 Q - moi\ 27B T) AT 70' SPACING (TYP) �G 594 M. C= C> G `11 36A T) (T 8 Ln + 15 5 27B T) �2 1 1 O T) co + TYPE F DELINEATOR S / 0 AT 200' SPACING (TYP) z 276 T) Q A LOL NB ENTRANCE RAMP W CZ) �r� TYPE F DELINEATOR" ''R-3" LINE /' NN N AT D 70' SPACING- (TYP) CQ CP / n n cr 00 J Exist CALTRANS R/w PAVEMENT DELINEATION PLAN SCALE: 1" = 50' o 0 W PD -5 wo N THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. a o BORDER LAST REVISED 7/2/2010 USERNAME => -USER- DGN FILE => Z:\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\PD-05.DGN RELATIVE BORDER SCALE IS IN INCHES 01 2 I I 3 i UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x x ll� 0 O > U-) w + 1 1-2 J z 12 a zN LL1 12 m Ln Z T-2 z pJ12 w Ln 3 a LLI W = F- =) V) O wCr 12 Lli V) 7- 7-12 z x X12 122 1 C= U �n Q z Q � 0 z Q a W O � � 111- 1 N BORDER LAST REVISED 7/2/2010 Prop CALTRANS R/W Exist CALTRANS R/W ---------------------------- LYTL-E C -REE -K Rd — — -- --- - -- 36 T)(I - l - --- - - _- - 27B T) 8' vl 15 / 1-3M T) m -4— 600 l 8 T) 1 25A T) 2 - T) dLn TYPE F DELINEATORS AT 200' SPACING (TYP) T) +54 lJOIN EX Dist COUNTY I ROUTE ITOTAL PROJECT IJ No. SHEET 08 SBd 15 9.82/11.94 156 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 -------------- 12' - - _ 12' - - - - - -_ -- _ ROUTE 15 - - _ 25A Tj -- ----- -- - - --- 1� - - - 3 4 605 - 6 -- - - -_ - - - --- _ -� 9 25A T) -- - - --------- - -- - _ - - - - — - --- 610 - - - -----------------»,'-�i- 2_' - - - - - - - - - --- - _ - - 1 '- -- - - --------- - - - 12' - - - 13M T) 15 12' - +30 27B T) - - JOIN EXISTING +60 JOIN EXISTING Exist'.CALTRANS R/W \ THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. USERNAME => -USER- RELATIVE BORDER SCALE 01 2 3 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana \Design\Sheets\PD-06.DGN IS IN INCHES I i i I i I 0, 0 p PAVEMENT DELINEATION PLAN SCALE: 1" = 50' �a 00 w O PD -6 �o C) UNITUNIT 2232 1 PROJECT NUMBER & PHASE 0800000237 x x Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 157 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CALIFD��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 BORDER LAST REVISED 7/2/2010 PAVEMENT DELINEATION QUANTITIES NO SCALE PDQ -1 USERNAME =>-USER- RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE => PDQ-Ol.dgn IS IN INCHES I I I I I I z x 0 Q THERMOPLASTIC TRAFFIC STRIPE 0 o_ PAINTED TRAFFIC STRIPE PAVEMENT MARKER z w H Q d W O x Q Z Lr O w J Q 4 in 8 in 4 in 6 in 8 1n w w Lj w THERMOPLASTIC PAINTED o Z a a J PAVEMENT PAVEMENT wLn BROKEN SOLID BROKEN SOLID BROKEN SOLID SOLID SOLID z �> w MARKING MARKING Z J a v] Ln 7 3, 12, zo J w J U w z w O_ C) w O_ H w LL W w a Q w c w x F -- z U) Ln N W 3 O w Ld O rL M Q Q Ln m ti Q U N L9 W Co Co N O Q Ln m I— 0) 0) Q CD 00 J a Q W N z J a Q W N Z ~ 2 J W > Q LOCATION co - - N N M M M M M r V w N N N M M M Z J 0 Z Y 0 J J J J J J J J J J J J J ~ J J J J J J Q U 0 U 2 J a Q J J a Q J W W W H H H H H F- H r H H H H H H 0- 0- d d 0- ~ to m m � ~ N O � 0- W W � m F- Fa- Fa- F- F- d d LU w Li LLI D Lu ui O Ld O 0 0 D Ld H H F H H u Z N Q 3 Z Q 3 � cy x V J U Q J U Q Lr/1 LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA SOFT SOFT SOFT SOFT SOFT SOFT SOFT SOFT EA EA LF LF EA PD -1 ROUTE 15 LINE STA 542+50 TO STA 560+50 - - 11693 - 3600 3600 - 830 - - - - - - - - - - - - 974 57 - 245 151 - - 126 - - - - - 3 - 3600 3600 1374 PD -2 ROUTE 15 LINE STA 560+50 TO STA 574+60 - - 7770 435 2700 2430 - 315 270 - 300 - - - - - - - - - 685 23 - 163 114 - - - - - - - - 3 - 2700 2700 958 "R-1" LINE STA 561+80 TO STA 573+50 300 664 - - 600 898 300 - - 150 - - - - - - - - - - 83 - - 15 26 - 11 - 47 36 - - - - - - - - "R-2" LINE STA 566+64 TO STA 574+50 - 786 - - 515 786 - - 270 - - - - - - - - - - - 98 - - 18 22 - - - - - - - - 5 5 - - - PD -3 ROUTE 15 LINE STA 574+60 TO STA 581+50 - - 2400 - 800 800 - - - - - - - - - - - - - - 200 - - 51 34 - - - - - - - - - - 800 800 285 "R-1" LINE STA 573+50 TO STA 580+00 - 576 - - 576 576 - - - 576 - - - - - - - - - - 72 - - 13 25 150 33 93 81 - - - - 4 3 - - - "R-4" LINE STA 578+45 TO STA 585+00 - 456 - - 650 650 - - - - 420 - - - - - - - - - 57 - - 11 28 130 - 258 126 - -- "D" LINE STA 593+22 TO STA 605+50 - - - - - - - - - - - 2200 240 100 1415 - 300 1692 - 845 - - 27 83 - - - - - 75 517 - - - - - PD -4 ROUTE 15 LINE STA 574+60 TO STA 589+65 - - 5700 - 1900 1900 - - - - - - - - - - - - - - 475 - - 120 80 - - - - - - - - 1900 1900 675 "R-2" LINE STA 574+50 TO STA 587+50 - 1053 - - 1250 1250 - - - - 700 - - - - - - - - - 132 - - 61 53 130 - 519 - - - 4 11 - - - "R-3" LINE STA 585+80 TO STA 588+50 - 190 - - 190 190 - - - - - - - - - - - - - - 24 - - - 9 150 - 62 - - - 2 1 - - - "D" LINE STA 605+50 TO STA 613+68 - - - - - - - - - - - 1430 160 100 - 165 550 1288 120 815 - - 48 66 - - - 84 - f356 75 135 - - - - - PD -5 ROUTE 15 LINE STA 587+50 TO 599+50 - - 7155 - 2375 2010 - - 174 - - - - - - - - - - - 596 - - 167 105 - - - - - - 3 - 2255 2485 873 "R-3" LINE STA 588+50 TO STA 599+50 200 518 - - 594 1100 300 - - - - - - - - - - - - - 65 - - 39 23 24 - - - - - 5 3 - - - "R-4" LINE STA 585+50 TO STA 599+50 - 673 - - 1226 1400 - - 174 - - - - - - - - - - - 84 - - 32 52 - - - - - - 11 12 - - - PD -6 ROUTE 15 LINE STA 599+50 TO STA 609+60 115 - 6042 - 2014 2014 - - 190 - - - - - - - - - - - 504 - - 145 85 - - - -18TOTAL 615 4916 407604351899019604 600 1145 1078 726 1420 3630 400 200 1415 165 850 2980 120 1660 404980 751229 807 584 44 1142 254150 652 48 40 1326913499 4883 BORDER LAST REVISED 7/2/2010 PAVEMENT DELINEATION QUANTITIES NO SCALE PDQ -1 USERNAME =>-USER- RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE => PDQ-Ol.dgn IS IN INCHES I I I I I I z x 0 Q 0 o_ z a w 0 z w H Q d W O x Q Z Lr O w J Q U 0 w N BORDER LAST REVISED 7/2/2010 PAVEMENT DELINEATION QUANTITIES NO SCALE PDQ -1 USERNAME =>-USER- RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE => PDQ-Ol.dgn IS IN INCHES I I I I I I x x x x z LA a J a LEGENDS: (FOR SHEETS S-1 TO S-6 ONLY) AL EXIST OH SIGN STRUCTURE AND SIGN PANEL TO REMAIN REMOVE EXISTING ROADSIDE SIGN REMOVE EXISTING BRIDGE MOUNTED OH SIGN e REPLACE EXISTING SIGN PANEL WITH NEW SIGN PANEL I ROADSIDE SIGN �5 INSTALL ROADSIDE SIGN (STRAP AND SADDLE BRACKET METHOD) O OVERHEAD SIGN (W/LETTER) ROADSIDE/MEDIAN SIGN (W/NUMBER) INSTALL ROADSIDE SIGN ON RETAINING WALL - INSTALL BRIDGE MOUNTED OH SIGN FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 7 8 BORDER LAST REVISED 7/2/2010 USERNAME => USER DGN FILE => Z!\P9364-1-15 Du 540 G23-1 (CA) CLD Duncan Canyon Rd %4 Sierra Ave 2'/4 Glen HeIen Pkwy 41/2 STA 540+23 GENERAL NOTES: (FOR SHEETS S-1 TO S-6 ONLY) 1. ALL SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED MAY 2006. 2. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 3. ALL EXISTING SIGNING NOT SHOWN ON THE PLANS, IF REMOVED/OBLITERATED, SHALL BE REPLACED/RESTORED WITH SAME KIND, AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD). 4. EXACT LOCATION AND POSITION OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER. 5. POST LENGTHS GIVEN ARE APPROXIMATE. EXACT LENGTH TO BE DETERMINED BY THE ENGINER. R/W R/W V4 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SB d 15 9.82/11.94 158 310 C d --c 6/20/12 Q�oFESSLON REGISTERED CIVIL ENGINEER DATE o 41 ti - Fc WILLIAM SUN JUNE 22, 2012No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR CA 91765 FONTANA CA 92335 �i j E)G23-1(CA) CD I , Summit Ave �i 1 / / I I Sierra Ave //31/4 1 Glen HeIen Pkwy 51/4 I / f------��----;7 - I LJ / Summit Ave '/4 Duncan Cyn Rd 13/4 -- -- / Sierra Ave 31/4 / I Summit Ave /2 I / STA 487+43 BORDER LAST REVISED 7/2/2010 USERNAME => USER DGN FILE => Z!\P9364-1-15 Du 540 G23-1 (CA) CLD Duncan Canyon Rd %4 Sierra Ave 2'/4 Glen HeIen Pkwy 41/2 STA 540+23 GENERAL NOTES: (FOR SHEETS S-1 TO S-6 ONLY) 1. ALL SIGNING SHALL BE IN CONFORMANCE WITH THE CURRENT STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS DATED MAY 2006. 2. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 3. ALL EXISTING SIGNING NOT SHOWN ON THE PLANS, IF REMOVED/OBLITERATED, SHALL BE REPLACED/RESTORED WITH SAME KIND, AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD). 4. EXACT LOCATION AND POSITION OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER. 5. POST LENGTHS GIVEN ARE APPROXIMATE. EXACT LENGTH TO BE DETERMINED BY THE ENGINER. R/W R/W V4 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SB d 15 9.82/11.94 158 310 C d --c 6/20/12 Q�oFESSLON REGISTERED CIVIL ENGINEER DATE o 41 ti - Fc WILLIAM SUN JUNE 22, 2012No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR CA 91765 FONTANA CA 92335 �i , — �x� _ - I LJ \ i A G23-3(CA) -- -- I Summit Ave /2 I III �J I Jct 210 174 = R'4-1 �� j Base Line 31/2 y 1 ------------ ------------------ --- `C = . _ . -STA 55375- ,— — — — --_- ASPH - - - W4-2 - - - _-- W9-1 DLIN CAN CANYON Rd -- R /W - --_ -- -- — _ —— _ ----- - _--- O - -t- o o W Ln N U-1 Z N J I L LLI ww ROUTE � 5 - -- 0 3 4 555 6 7 8 9 560 Ir w w W(n Z J - -- ------------ - - - - - -U U - Q CD G24-5(CA)(MOD) Duncan Canyon Rd \ EXIT,`ONLY W61D STA 552+00 THIS PLAN ACCURATE FOR SIGN WORK ONLY. R/W W4-7 - Prop CALTRANS R/W 7F N \o \ N 0 00 0 a a SIGN PLAN SCALE: 1" = 50' o0 00 w0 a O RELATIVE BORDER SCALE o 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 IS IN INCHES I i I i I i I Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 159 310 C d --c 6/20/12 Q�oFEssloN REGISTERED CIVIL ENGINEER DATE o 4 WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of cAUFo��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. OF FONTANA 21660 E. COPLEY DR., #27]CITY 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 Ld LA /��" a / ,� i� +yam �, /°� o i - - CO/VC Ln 3 - ip - ii _ _� + / /+ fl i �' r- W4-3 R/W --- � M i 7 - C � ' R/WI 0 — wM I - 1 -- -- _ - om o 573 II — — - W �o Ln u --- 572 w — 571 2 �z w + 5 9 70 to U o LOL S ENTRANCE RAMP <o Ln 566 567 "R-1 " LINE "� w w 5 -5b� 5-4 565 _ — Z cn xZ — — - - J U Cr I Ul F- d N N a H w - — � ROUTE 15- a U) w o ^ = 0 1 2 3 4 565 6 7 8 9 570 1 2 3 a to rr U — w w —LOL- NB -EXIT RANI - - - a N ' U I + F- 56.8_ 1 i-ITrlrrnTrrr rrr I i n l i l i i 11 I im i i i I n n n I 1111 -5�i 9— — —5-7-0_ — 1 1 � -- nrui x — — —SJ1- 1 in - -- — 1 Z �-----— — — �� ---- � —� — — --- _573—_ — — 574_ Z � R/W-� - - — - - - x Q - �= — N --X 1 - - R /W tet_; LLJ W a R18A(CA) 0 W13-3 _ LE _ © /G85-1O(CA)(MOD) G84-2(CA) -= CREE o Prop CALTRANS R/W EXIT 118 3� ®� EXIT �� EA$j ZLjj ii Z Duncan Canyon Rd W61C STA 568+44 11871 Prop CALTRANS R/W J In w 71 71 EXIT ONLY "R-2" LINE 2 a STA 565+17 ® 1U o� rZ Q \ O N M \ N II II oc Q � O W W Z � � a a x .a SIGN PLAN o o SCALE: 1 " = 50' o 0 wo n �o v) THIS PLAN ACCURATE FOR SIGN WORK ONLY. - ` a o O USERNAME => -USER- RELATIVE BORDER SCALE 01 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\S-02.DGN IS IN INCHES I I I I II UNIT 2232 PROJECT NUMBER & PHASE 0800000237 R3-4 R3-5(Rt) TYPE N(CA) 4D 4C R3-18 4B \ BY OTHERS, SEE R1-1 CITY OF FONTANA v� INTERIM LYTLE CREEK NORTH RD. PROJECT Dist COUNTY I ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT I No. SHEETS 08 SBd 15 9.82/11.94 160 310 �/ = C d --c 6/20/12 Q�OVESSION REGISTERED CIVIL ENGINEER DATE o q� ti - WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of cn�1Fo��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 ACCESS ROAD BY OTHERS SEE LYTLE CREEKR _ CITY OF FONTANA INTERIM \ d Prop R/W LYTLE CREEK Rd PROJECT \ •'� � _ 6 Prop Ret WALL NORTH _ \ 15 �� •' V � \ SOUTH Prop � yam, 1 CALTRANS R/W \ a R3 -7W3-3 W3-3 Jz W `D'" x o 582 583 / / R3 -8a �� 60q � 1"b__ I � s � ` \ 15 89 R3-7 �+ \ LOL SB EXIT RAMP z G92(CA) o "R-4" LINE O © R5 -10a R3 -8a aG28-1(CA) \ R6-1(Rt) R3 -8a PEDESTRIANS M3-3 3 BICYCLES M6-2 x/+ a MOTOR -DRIVEN 9 19X/ CYCLES 4 R6-1(Lt) PROHIBITEDx R5-1 R/W �x� �;. 1 '�T. A R5 -1a OLn x � o + M x a � x Ln a NZ �� 5� ® G78CD I— I � 5"1 oR vow 1 5 ti Z W Er oxLr ,p N -w 575 5l6 R91-3(CA) d x� ♦ NORTH G� as Z 574 © © - - - Q., _ �O ui w J LCL SB ENTRANCE RAMP N= „R-1" LINE x ,711•x/ OJ� W N THIS PLAN ACCURATE FOR SIGN WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME => -USER- 0 1 2 3 DGN FILE => S-03.DGN RELATIVE IN B BORDER SCALE I i I i I i I INu N O •• N M N � M 00 Lu w a a SIGN PLAN SCALE: 1" = 50' o0 00 wo S-3 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 X X O z Ln o + r R } a r` - Ln � J J � w I J co � rV w' w� Z cr O w J 0 1R N BORDER LAST REVISED 7/2/2010 USERNAME => USER DGN FILE => S-04.DGN G83-1 w° ~Z a� JZ aw m � W U W W U) _I (n 2 j -------1 X O U1 W d x I Summit Ave I 1 Mile Summit Ave 1 Mile J a z 0 z � n x r U Z Q J 0 � w F - z J 3 / Z cr O w J 0 1R N BORDER LAST REVISED 7/2/2010 USERNAME => USER DGN FILE => S-04.DGN G83-1 z O Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET j -------1 x I Summit Ave I 1 Mile Summit Ave 1 Mile G78 // C 6/20/1 2 x 0 QROFEss,o REGISTERED CIVIL ENGINEER DATE o Nqt / STA 5+75 ON "D' LINE 15 WILLIAM SUN z 4n SOUTH 12 JUNE 22, VA No, C57664 A PLANS APPROVAL DATE E 12/31/13 xp. / THE STATE OF CALIFORNIA OR ITS OFFICERS .4 y� OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF !-!. �OQ' of CAL1F��P COPIES OF TNIS PLAN SHEET. LIN CONSULTING, INC.]CITY OF FONTANA 4 - V 0 Z cr O w J 0 1R N BORDER LAST REVISED 7/2/2010 USERNAME => USER DGN FILE => S-04.DGN G83-1 -G83-1 OF Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET j -------1 08 SBd 15 9.82/11.94 161 310 I Summit Ave I 1 Mile Summit Ave 1 Mile G78 // C 6/20/1 2 x QROFEss,o REGISTERED CIVIL ENGINEER DATE o Nqt / STA 5+75 ON "D' LINE 15 WILLIAM SUN \! 4n SOUTH 12 JUNE 22, VA No, C57664 A PLANS APPROVAL DATE E 12/31/13 xp. / THE STATE OF CALIFORNIA OR ITS OFFICERS .4 y� OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF !-!. �OQ' of CAL1F��P COPIES OF TNIS PLAN SHEET. LIN CONSULTING, INC.]CITY OF FONTANA 4 - V 21660 E. COPLEY DR., #2 8353 SIERRA AVENUE R — DIAMOND BAR, CA 91765 FONTANA, CA 92335 -fl 9� Oy S � CE' E E A s f2� S s CP CP k U R6-1 (Lt & Rt) A� \ S 8 / 34 \ \ Exist \ / ONLY ONLY \F CALTRANS V 5� R3-7 R/W 6 1\\ S87 W3-3 Prop Ret Wall J r(5- i a 1 583 R6-1(Lt & Rt) W4-2 \ \ _584_ 41 4� 40 45A x 0 9 I Prop CALTRANS R/W �- \ `\ ,_L YTLELYTLE CREEK RO ---- CREEK R S -- -- d EA - THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE 02 3 IS IN INCHES I I I I I I SIGN PLAN SCALE: 1" = 50' S-4 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT I No. SHEETS - --_ - -- 08 SBd 15 1 9.82/11.94 1 162 310 / - 6/2REGISTERED CIVIL ENGINEER DAT E/12o?�OFESS10Nq( Fti \ � WILLIAM SUN - \ \ JUNE 22, 2012 PLANS APPROVAL DATE No..„. 1 /31/13 o.„.12/31/13 m \ THE STATE OF CALTFORNTA OR ITS OFFJCERS O \ OR AGENTS SHALL NOT BE RESPONSIBLE FOR CIVIL Sr \ THE ACCURACY OR COMPLETENESS OF ELECTRONIC X \ COP/ES OF TH,5 PLAN SHEET. of cnLiF h \ Prop CALTRANS R/W Cb � LIN CONSULTING, INC. CITY OF FONTANA A-) \ \ 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE ,Q- v % S86 �Q' S Exist CALTRANS R/W \ \ DIAMOND BAR, CA 91765 FONTANA, CA 92335 4 y ABANDONED LYTLE CREEK Rd W13-3(30) S88 � --- -- G84-2(CA) STA 598+67 W3-3 46 sag- - - ---- 5 -ASFH a ---------- ------ _ w o m � x 90 _� � _ — = - _ _ - - - - - - - JV w 591 - 0 — 92 1 -- - ---------- �I O LOL SB EXIT RAMP 593 I _ _ 594 I-_--__-__-- ---- --- - ----------------- ----- Ln + X o "R-4' LINE 595 1 - 596 I - - - 597 1 rn Ln � w 599 w J a Z z J N Q_ LP H Q n5111 U — z 8 9 590 1 2 3 4 595 6 7 8 9 a Q� W _J LJ Lu l/1 IDL --NB- ENTRANCE RAMS - J R-3” LINE596 _ z 0 U X Q 595 C= �� 1 ------------- --- X93 _- -- --II 594 -- - -- — _ -- 592 -- -- — - - -- --- - - __- --X91_ — ----- -- - W4-1 -------- W9 W4-2 o t�� 5a9 z J,y� ". 1 Exist CALTRANS R/W �- /' H 0- < � y'' M uj n / / N N is / II II Q -(1 CP V' / O W W Exist CALTRANS R/W 00 0 - /' SIGN SIGN PLAN o SCALE: 1" = 50' o 0 W S -5o wo THIS PLAN ACCURATE FOR SIGN WORK ONLY. a o O BORDER LAST REVISED 7/2/2010 USERNAME =>-USER- DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\S-05.DGN RELATIVE BORDER SCALE 0 IS IN INCHES 1 2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 X X ww _� O w0� w 0 w z G85-11(CA) CD EXIT 118 G23-4(CA) OH Duncan Cyn Rd '/2 Summit Ave 2 Jct 210 4 Prop CALTRANS R/W Duncan Canyon Rd / 1 STA 626+90 Exist CALTRANS R/W TEMPORARY OVERLAY 210 STA 602+00 -- ---------- - ---- CYTLECREEK -Rd - - -- . - %L D0 — — — — — —-------- -- L�L SB EXIT RAMP - - - — --- _ ROUTE ---- 600 1 2 L -0L -NB ENTRANZ E RAT - R-3 LINE o - x BORDER LAST REVISED 7/2/2010 3 4- --- -- 605 6 -- -- — - -- - �- ------ -- 7 g — — — ---- — - - -- - -- -- -- - -- - _-_-- 9 -- 6 Exist CALTRANS R/W USERNAME => USER DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\S-06.DG I u� Exist CMS THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE 02 3 IS IN INCHES I I 1 I I I I UNIT 2232 Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 163 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF TH,5 PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 e G23-3(CA)CD ---- - - - - -- / I Sierra Ave ?I 1 I Summit Ave //3'/2 1 Jct 210 // 4%2 I / / I / / Sierra Ave '/4 Duncan Cyn Rd 2 / Summit Ave 31/2 / / STA 712+15 2 C= —_ U 3 Z a Q � 0 z w Q d UjO Q Z cr O w x J Q U 0 w J` N u' BORDER LAST REVISED 7/2/2010 3 4- --- -- 605 6 -- -- — - -- - �- ------ -- 7 g — — — ---- — - - -- - -- -- -- - -- - _-_-- 9 -- 6 Exist CALTRANS R/W USERNAME => USER DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\S-06.DG I u� Exist CMS THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE 02 3 IS IN INCHES I I 1 I I I I UNIT 2232 Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 163 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF TH,5 PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 e G23-3(CA)CD ---- - - - - -- / I Sierra Ave ?I 1 I Summit Ave //3'/2 1 Jct 210 // 4%2 I / / I / / Sierra Ave '/4 Duncan Cyn Rd 2 / Summit Ave 31/2 / / STA 712+15 SIGN PLAN SCALE: 1" = 50' S-6 PROJECT NUMBER & PHASE 0800000237 2 —_ 2 3 SIGN PLAN SCALE: 1" = 50' S-6 PROJECT NUMBER & PHASE 0800000237 u m t A nc,@----- s :: a wl,"o nR d Sierra Ave 12.0" Radius, 2.0" Border a Z) O N H m U Q W 3 M O z H J M O Z O_ x � - Q M� Q O O O d Z 360" CD G23-1(CA) 360" X 90" "ROUTE 15" LINE, STA 487+43 Duffican om w m m,w Canyon Rd Im Sierra m ,WM im6mas M m - v L: I a� � Jz D� W Y aw V D = U 0O X u) d N J z a Z) O N H m U Q W 3 M O z H J M O Z O_ x � - Q M� Q O O O d Z 360" CD G23-1(CA) 360" X 90" "ROUTE 15" LINE, STA 487+43 Duffican m,w Canyon Rd Im Sierra m ,WM im6mas M m - v L: I Glen- Helen L� O w 12.0" Radius, 2.0" Border W O Q z U= O x J Q U 0 w Q�N BORDER LAST REVISED 7/2/2010 USERNAME => USER- DGN FILE => Z:\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\SD-01 Pk1A&ffV UN 9F 360" CD G23-1(CA) 360" X 90" "ROUTE 15" LINE, STA 540+23 1/4 Ww THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE 02 3 IS IN INCHES I i 1 i I i I n O n O UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 164 310 ,�/ C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BERESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF TH,5 PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 �FONTANA, CA 92335 a N O � N •• \ Q N •• \N 0 0 w w 0 0 00 a a SIGN DETAILS NO SCALE ~ PROJECT NUMBER & PHASE 00 w0 SD -1 o a O 0800000237 x 96" 20.1" 24.9" 8" 22.9" 20.1" /�- 6'' E X I T 118 --A8" 12" 24" 6" BORDER THICKNESS = 2" R=6" G70-3(CA) WHITE RETROREFLECTIVE TYPE 1V/ GREEN RETROREFLECTIVE TYPE III R=3" 26"� 12'E: EXIT SEE DOWN ARROW (THIS SHEET) ONLY 156" SEE ARROW SHAFT 6.5" (THIS SHEET) 22" 61l SEE ARROW HEAD (THIS SHEET) BLACK NON -REFLECTIVE/ YELLOW RETROREFLECTIVE TYPE IV SEE G70-3(CA) ,c (THIS SHEET) z tAa Z 0 r m U Q Z J � J � 3 z a Z O x ~ Ave a 0 fl --z a OJ z w MILEO 0 "0 EXIT ONLY Q 13.9" 91.9" 13.9" 1 3. 264" R=12" L SEE DOWN ARROW (THIS SHEET) © SEE W61D(CA) G24-5(CA)(MOD) WITH W61D(CA) (THIS SHEET) 264" X 110" "ROUTE 15" LINE, STA 552+00 a I cr 12.0" Radius, 2.0" Border 0 G83-1 144" X 78" "D" LINE, STA 7+32 BRIDGE MOUNTED x o L� J a U 0 &.XIT 118 w N BORDER LAST REVISED 7/2/2010 144" USERNAME => USER DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., FontanaADesignASheets\SD-02 144" 12.0" Radius, 2.0" Border O G83-1 144" X 78" "D" LINE, STA 5+75 BRIDGE MOUNTED THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES DOWN ARROW SHAFT ARROW 12.75'' 6.5" 12.75'' 3" qjIjjjjjjjjjiiiii000�� 16" R=1 ARROW HEAD GFF r7n--(rA) DI.tj COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 165 310 ,�/ = 6/20/12 Q�OFESSLON REGISTERED CIVIL ENGINEER DATE o q� - WILLIAM SUN JUNE 22, 2012 " No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 A lm� m %Vo e o z I i I i I i I co G85-10(CA)(MOD WITH W61C(CA) SEE W61C(CA) (THIS SHEET) 288" X 100" "ROUTE 15" LINE, STA 565+17 W61C(CA) BLACK NON -REFLECTIVE/ YELLOW RETROREFLECTIVE TYPE IV -E EXIT ONLY to N 12'' 104" 1 SEE ARROW HEAD 8.44--JyJ7 , V o (THIS SHEET) 5.38" R=1" o "' SEE ARROW SHAFT 8.44 1.75" 6/91 \ (THIS SHEET) M 0=30° 0=30° o N DIAGONAL ARROW ARROW HEAD ARROW SHAFT o 0 a a SIGN DETAILS NO SCALE o0 00 wo SD -2 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 (THIS SHEET) &.XIT 118 N LD 11i D n- ca ® -j ca- rl y n Rd l4 O O SEE DIAGONAL (THIS SHEET) ARROW E X I T O N LY] N � N � 13.9" 20.2" 12" 104" 13.9' R 39' T 1 17.9" 288" A lm� m %Vo e o z I i I i I i I co G85-10(CA)(MOD WITH W61C(CA) SEE W61C(CA) (THIS SHEET) 288" X 100" "ROUTE 15" LINE, STA 565+17 W61C(CA) BLACK NON -REFLECTIVE/ YELLOW RETROREFLECTIVE TYPE IV -E EXIT ONLY to N 12'' 104" 1 SEE ARROW HEAD 8.44--JyJ7 , V o (THIS SHEET) 5.38" R=1" o "' SEE ARROW SHAFT 8.44 1.75" 6/91 \ (THIS SHEET) M 0=30° 0=30° o N DIAGONAL ARROW ARROW HEAD ARROW SHAFT o 0 a a SIGN DETAILS NO SCALE o0 00 wo SD -2 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x i pm > w m �o Jz W DU Y U.� U J Vl U' aw = V D V SEE G70-3(CA) (SHEET SD -2) 6.0" Radius, 2.5" Border 96.. QO EXIT M SEE DIAGONAL ARROW u ® (THIS SHEET) w w d J z a tA O N U Q Z J � J a 3 O� H J G85-11(CA) 192" X 100" "ROUTE 15" LINE, STA 602+00 MIt It M ih DunCan z can- callyu Rd Su 0 immit Ave - INTERSTATE U L 21 a \ \ Q \ z \ \! 360" Q \ 0 12.0" Radius, 2.0" Border \ \ \ O \ SEE DETAIL "A„ otk G23-4(CA) Q BORDER LAST REVISED 7/2/2010 2c, SEE ARROW HEAD 6=30° (THIS SHEET) SEE ARROW SHAFT (THIS SHEET) DIAGONAL ARROW Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 166 310 ,�/ = C d --c 6/20/12 �2 REGISTERED CIVIL ENGINEER DATE �oea°pEssLON4 WILLIAM SUN JUNE 22, 2012 PLANS APPROVAL DATE Na. C57664 A S 'THTE OCAL/ORA OR S OFCERS Exp. 12/31/13 8.44: m 5.38 7 R- 1 B s OR AGENTS SHAL L NOT BE RESPONSTBL E FOR sp4T111- 4r C I V I L �lP 8.44 COP/ES OFATN/S PLAN6 V OR COU5HEET.E55 OF ELECTRONIC F °F CAW 1 . 75" LIN CONSULTING, INC. CITY OF FONTANA ARROW HEAD ARROW SHAFT 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 Sierra Ave Dun- z can- Cany n. RU, 0 M'i -uglaill 0 L� x J Q U 0 w N BORDER LAST REVISED 7/2/2010 2c, SEE ARROW HEAD 6=30° (THIS SHEET) SEE ARROW SHAFT (THIS SHEET) DIAGONAL ARROW Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 166 310 ,�/ = C d --c 6/20/12 �2 REGISTERED CIVIL ENGINEER DATE �oea°pEssLON4 WILLIAM SUN JUNE 22, 2012 PLANS APPROVAL DATE Na. C57664 A S 'THTE OCAL/ORA OR S OFCERS Exp. 12/31/13 8.44: m 5.38 7 R- 1 B s OR AGENTS SHAL L NOT BE RESPONSTBL E FOR sp4T111- 4r C I V I L �lP 8.44 COP/ES OFATN/S PLAN6 V OR COU5HEET.E55 OF ELECTRONIC F °F CAW 1 . 75" LIN CONSULTING, INC. CITY OF FONTANA ARROW HEAD ARROW SHAFT 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 Sierra Ave Dun- can- Cany n. RU, 0 M'i -uglaill N O 1/4 3 1/2 I - 360" _ 12.0" Radius, 2.0" Border O G23-1(CA) 360" X 90" "ROUTE 15" LINE, STA 712+15 360" X 100" "ROUTE 15" LINE, STA 626+90 TEMPORARY OVERLAY 40" x 32" (SEE DETAIL "B") THIS PLAN ACCURATE FOR SIGN WORK ONLY. USERNAME =>-USER- RELATIVE BORDER SCALE 02 3 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\SD-03.dgn IS IN INCHES I i 1 i I i I NO SCALE UNIT 2232 NO SCALE N O � N •• \ �9 N M N •• \ N 00 ww 00 a a SIGN DETAILS NO SCALE ~ PROJECT NUMBER & PHASE 00 wo SD -3 �o ao 0800000237 x x x x Q BORDER LAST REVISED 7/2/2010 USERNAME => USER DGN FILE => Z!\P9364-1-15 Du 38' WALKWAY LENGTH 30' Duncan Canyon Rd 3/4 D w Sierra Ave 2 1/4 w °w �a a Glen Helen Pkwy 4 1/2 Of o M =) w MU Z Z a Lu Nw J w " 6' 12' 12' 10' 6' MAIN LANE MAIN LANE Shld THIS PLAN ACCURATE FOR SIGN WORK ONLY. 2% 1 5% © G23-1(CA) "ROUTE 15" LINE, STA 540+23 SIGN PANEL: LAMINATED TYPE A RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES I I I I I I I Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 167 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 Summit Ave --_ 1 /4 l o_ i; Sierra Ave 31/4 5'-0"z N O Helen- Pkwy-- 5 1/4'j� DIAMETER o -Glen z D 0 L� 30' 1 I III - Summit Ave 1/4 lil w 0 Duncan Canyon Rd 1 3/4 Ld a Sierra Ave 3 1/4 lil lil lil lilln EXISTING OG I I I — — — — — — — — — — — — — — — — — — — — — — — EXISTING POST PROTECT IN-PLACE J i OA G23-1(CA) i "ROUTE 15" LINE, STA 487+43 SIGN PANEL: LAMINATED TYPE A USERNAME => USER DGN FILE => Z!\P9364-1-15 Du 38' WALKWAY LENGTH 30' Duncan Canyon Rd 3/4 D w Sierra Ave 2 1/4 w °w �a a Glen Helen Pkwy 4 1/2 Of o M =) w MU Z Z a Lu Nw J w " 6' 12' 12' 10' 6' MAIN LANE MAIN LANE Shld THIS PLAN ACCURATE FOR SIGN WORK ONLY. 2% 1 5% © G23-1(CA) "ROUTE 15" LINE, STA 540+23 SIGN PANEL: LAMINATED TYPE A RELATIVE BORDER SCALE 0 1 2 3 UNIT 2232 IS IN INCHES I I I I I I I Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 167 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 SIGN DETAILS NO SCALE SD -4 PROJECT NUMBER & PHASE 0800000237 o_ Li 5'-0"z N O CIDH PILE N DIAMETER o z D 0 L� SIGN DETAILS NO SCALE SD -4 PROJECT NUMBER & PHASE 0800000237 38' WALKWAY LENGTH 22' 1 _ � EXIT 118 Uj 00 Duncan Canyon Rd W -w 00 :2 z EXIT ONLY a L� a 3.25 1 7.658' x om w <o �2 aw V ] m Y = V 11.092' 6' 5.092' o � U II Z L >w Cr U I,- Z Z I N Q >rr Ja a j LnLij O 00 U U Q Z J 12' 12' 10' Z a J 3 MAIN LANE MAIN LANE Shld 2% 5% —� lol x Q 0 0 z o © G24-5(CA)(MOD) WITH W61D(CA) "ROUTE 15" LINE, STA 552+00 SIGN PANEL: LAMINATED TYPE A a ILLUMINATION: REQUIRED z cr O L� x J Q U 0 w a�N BORDER LAST REVISED 7/2/2010 USERNAME=>_USER- DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\SD-05.dgn 7 IN POST I BASE PLATE { EL = 1647.8 I 5'-0" CIDH PILE DIAMETER 38' WALKWAY LENGTH 24' 1 _ EXIT 118 0000 Duncan Canyon Rd 0 'I W � W CO a a r r EXIT ON LY L� 3.25' I � 9.825' 10.925' 6' 4.925' Ln rn � II Z L r*, co 12' MAIN LANE THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE 02 3 IS IN INCHES I I 1 I I I I Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 168 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF TH,5 PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 u POST YPE V 1 12' 1 10' 7' BASE BASE PLATE MAIN LANE T Shld EL = 1684.5 2% -- 5% — – OD G85-10(CA)(MOD) WITH W61C(CA) "ROUTE 15" LINE, STA 565+17 SIGN PANEL: LAMINATED TYPE A ILLUMINATION: REQUIRED UNIT 2232 1 5'- 0" CIDH PILE DIAMETER 0, 00 a a SIGN DETAILS NO SCALE ~ PROJECT NUMBER & PHASE 00 w0 SD -5 o ao 0800000237 x x 23' WALKWAY LENGTH 16' EXIT 11$ Duncan Canyon Rd f 'I z 12 10' MAIN LANE Shld a w O a (:D G85-11(CA) o "ROUTE 15" LINE, STA 602+00 SIGN PANEL: LAMINATED TYPE A x a ILLUMINATION: REQUIRED U 0 w V) N BORDER LAST REVISED 7/2/2010 T 5% ❑■ 7' ED Z Ln Ln rn II .0 ASE PLATE L = 1801. 4'-6" CIDH PILE DIAMETER USERNAME => USER DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana \Design\Sheets\SD-06 38' WALKWAY LENGTH 30' Duncan Canyon Rd 1/2 Summit Ave 2 Jct io 4 6.75'I r-- 1 I 1 2' I` -1 6' 6' 12' 12' MAIN LANE MAIN LANE 2% O G23-4(CA) "ROUTE 15" LINE, STA 626+90 SIGN PANEL: LAMINATED TYPE A IN POST TYPE VII BASE PLATE EL = 1875.6 10' 7' Shld i 5% 4� 5'-0" CIDH PILE DIAMETER THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES Dist COUNTY I ROUTE ITOTAL PROJECTJ 1�9' SHEET 08 SBd 15 9.82/11.94 1 310 ,�2 = C d --c 6/20/12 Q�OFESSLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALTFORNTA OR ITS 0,1TKERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of cALiFpP�� COPIES OF TH,5 PLAN SHEET. LIN CONSULTING, INC.CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 Sierra Ave 1/4 om w } m 3 I 1/2 a Jct1® 41/2 'i \�\` JZ W ---------- Y 30' w x J� 1/4 til o z M O V p U O w J 2 "~ z Summit Ave 3 0 O w H 0 z 0- w .-aw a x Oma O ao SII o' > Irw w EXISTING OG I I I J z a U) EXISTING POST o J I � rM U Z Q J � w F- J 3 H J � �w U Z_ Z Q � Q O w x QJ ap U 0 23' WALKWAY LENGTH 16' EXIT 11$ Duncan Canyon Rd f 'I z 12 10' MAIN LANE Shld a w O a (:D G85-11(CA) o "ROUTE 15" LINE, STA 602+00 SIGN PANEL: LAMINATED TYPE A x a ILLUMINATION: REQUIRED U 0 w V) N BORDER LAST REVISED 7/2/2010 T 5% ❑■ 7' ED Z Ln Ln rn II .0 ASE PLATE L = 1801. 4'-6" CIDH PILE DIAMETER USERNAME => USER DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana \Design\Sheets\SD-06 38' WALKWAY LENGTH 30' Duncan Canyon Rd 1/2 Summit Ave 2 Jct io 4 6.75'I r-- 1 I 1 2' I` -1 6' 6' 12' 12' MAIN LANE MAIN LANE 2% O G23-4(CA) "ROUTE 15" LINE, STA 626+90 SIGN PANEL: LAMINATED TYPE A IN POST TYPE VII BASE PLATE EL = 1875.6 10' 7' Shld i 5% 4� 5'-0" CIDH PILE DIAMETER THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES Dist COUNTY I ROUTE ITOTAL PROJECTJ 1�9' SHEET 08 SBd 15 9.82/11.94 1 310 ,�2 = C d --c 6/20/12 Q�OFESSLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALTFORNTA OR ITS 0,1TKERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of cALiFpP�� COPIES OF TH,5 PLAN SHEET. LIN CONSULTING, INC.CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 © G23-1(CA) I N "ROUTE 15" LINE, STA 712+15 0 SIGN PANEL: LAMINATED TYPE A _V� N M N •• \ N I �� 0, 00 a a SIGN DETAILS NO SCALE o0 00 wo SD -6 S 01 2 3 I 1 I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 i I i I Sierra Ave 1/4 Summit Ave 3 I 1/2 Jct1® 41/2 'i \�\` ---------- 30' x Sierra Ave 1/4 til o z M O w o Duncan Canyon Rd (n J 2 III "~ z Summit Ave 3 1/2 z a II O SII �I i EXISTING OG I I I EXISTING POST PROTECT IN-PLACE J I � © G23-1(CA) I N "ROUTE 15" LINE, STA 712+15 0 SIGN PANEL: LAMINATED TYPE A _V� N M N •• \ N I �� 0, 00 a a SIGN DETAILS NO SCALE o0 00 wo SD -6 S 01 2 3 I 1 I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 i I i I x x 3/6" MIN SIGN PANEL POST ~ = I FURNISH 3/g" x 6" BOLT W/2 ih NUTS & FIBER WASHERS, TOTAL 2 SLOTTED HOLE /2" x3/4" FURNISH f -03/g' x 2�/2" BOLT W/2 NUTS & B B WASHERS, TOTAL 4 N L 2" x 2" x1/4" x 4'-6" 2/2- 2'-3" BACK BRACE (TYP) SIGN PANEL MOUNTING DETAIL "T T^^ FLANGE ONLY FOR SIZE OF ANGLE REFER TO SIGN PANEL MOUNTING DETAIL II - I � FURNISHED SIGN SECTION B -B �/2 " D i ( PLACE GROUT UP TO BOTTOM Z 15" CORE INTO CONCRETE BARRIER a FOR CORE Dia SEE "SIGN TABLE" om w m PIPE SIZE z 36" 36 0 5.5" a� 36" 4 NPS x -s 5.5" Jz D� U.� W Y U Q JVl Lam' Q W V D I U 0 x o a W 0 J z z Z 0 tAa m r U Q Z J W � J O � 3 a SIGN PANEL POST ~ = I FURNISH 3/g" x 6" BOLT W/2 ih NUTS & FIBER WASHERS, TOTAL 2 SLOTTED HOLE /2" x3/4" FURNISH f -03/g' x 2�/2" BOLT W/2 NUTS & B B WASHERS, TOTAL 4 N L 2" x 2" x1/4" x 4'-6" 2/2- 2'-3" BACK BRACE (TYP) SIGN PANEL MOUNTING DETAIL "T T^^ FLANGE ONLY FOR SIZE OF ANGLE REFER TO SIGN PANEL MOUNTING DETAIL II - I � FURNISHED SIGN SECTION B -B �/2 " D i ( PLACE GROUT UP TO BOTTOM Z 15" CORE INTO CONCRETE BARRIER a FOR CORE Dia SEE "SIGN TABLE" BORDER LAST REVISED 7/2/2010 1" Dia GROUT HOL 3 STAGGERED HOLES TC ELEVATION TYPE 732 POST POCKET CORE DETAIL USERNAME => USER DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana \Design\Sheets\SD-07 Lo SEAL WELD CAP SEE TOP OF POST DETAIL-\ FURNISH /2" x 6" BOLT W/2 NUTS & FIBER WASHER (TOTAL 2)� F2(l'/p.) t v N i —CE POST STATE FURNISHED SIGN PANEL (36"x36") L 11/2"x11/2"x1/8" BACK BRACE 16" SLOTTED HOLE %"x1 %4" FURNISH I/2"x2'/2" BOLT I co k W/3 NUTS & WASHER �JPQ (TOTAL 2) ELEVATION WALL MOUNTED SIGN Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SB d 15 9.82/11.94 170 310 ,�/ = 6/20/12 Q�OFESSLON REGISTERED CIVIL ENGINEER DATE o q� ti - Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS .4 Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of cAL itb��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 COVER PLATE �CE POST = CLPIPE �I l /8" MINS I I N TOP OF POST DETAIL POST POCKET CORE CL POST = CL P I PE AIL FOR CONCRETE RIER TYPE 732 �/2"0 BOLT AND WASHER ASSEMBLY INSERT WOOD BLOCK I SIGN PANEL WHEN CALLED FOR SIGN TABLE WIDTH = W DEPTH = D PIPE SIZE z 36" 36 0 5.5" 48" 36" 4 NPS x -s 5.5" x Q 0 a 0 z W O a z cr 0 x J U 0 W J` N u' BORDER LAST REVISED 7/2/2010 1" Dia GROUT HOL 3 STAGGERED HOLES TC ELEVATION TYPE 732 POST POCKET CORE DETAIL USERNAME => USER DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana \Design\Sheets\SD-07 Lo SEAL WELD CAP SEE TOP OF POST DETAIL-\ FURNISH /2" x 6" BOLT W/2 NUTS & FIBER WASHER (TOTAL 2)� F2(l'/p.) t v N i —CE POST STATE FURNISHED SIGN PANEL (36"x36") L 11/2"x11/2"x1/8" BACK BRACE 16" SLOTTED HOLE %"x1 %4" FURNISH I/2"x2'/2" BOLT I co k W/3 NUTS & WASHER �JPQ (TOTAL 2) ELEVATION WALL MOUNTED SIGN Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SB d 15 9.82/11.94 170 310 ,�/ = 6/20/12 Q�OFESSLON REGISTERED CIVIL ENGINEER DATE o q� ti - Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS .4 Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of cAL itb��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 COVER PLATE �CE POST = CLPIPE �I l /8" MINS I I N TOP OF POST DETAIL POST POCKET CORE CL POST = CL P I PE AIL FOR CONCRETE RIER TYPE 732 �/2"0 BOLT AND WASHER ASSEMBLY INSERT WOOD BLOCK I SIGN PANEL WHEN CALLED FOR SIGN TABLE WIDTH = W DEPTH = D PIPE SIZE CORE DIAMETER 36" 36 4 NPS x -s 5.5" 48" 36" 4 NPS x -s 5.5" NOTES: (FOR THIS SHEET ONLY) 1. FOR DETAILS NOT SHOWN SEE STANDARD PLANS. 2. WASHER ASSEMBLY CONSIST OF TWO FLAT WASHERS, NUT, FIBER WASHER AND JAM NUT. 3. ALL STEEL SHALL BE GALVANIZED AFTER FABRICATION. 4. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE 02 3 IS IN INCHES I i 1 i I i I UNIT 2232 %" 0 HOLE L 1 ��/z"x1 �I/z"x1 /8" 1/2" TYP I TYP I 71/2"xl3/4" SLOT 3/g" BOLT WITH WITH WASHER ASSEMBLY. LOCATE TO MATCH MOUNTING HOLES IN SIGN PANEL ELEVATION BACK BRACE DETAILS SIGN DETAILS NO SCALE SD -7 PROJECT NUMBER & PHASE 0800000237 a x % ----- -= Sign F / -- --� — --------------- Sign E LOCATION PLAN No Scale Frame (L Frame C�E Frame II II II 4'-2" 4'-2" TYP Facial 1 II II II II v III lil A I I II II II 0 Outside Edge of o Concrete barrier = 300 Edge of Deck Ln Ln Walkway Grating S16 N N - I 0 Fixture Mounting S17 Channels - I i I N z PROJECT " No. 1 SHEET 08 SBd 15 9.82/11.94 171 310 p 6/20/12 toNq O DATE 8. For Section oPRaFESs �cm J a y LEE HUO YUAN JUNE 22, 2012 U PLANS APPROVAL DATE No. 6/30/12 A Exp. THE STATE OF CALTFORNTA OR TT5 OFF,CER5 .4 ,> CIVIL OR AGENTS SHALL NOT BE RESPON5/BLE FOR Sj AVE ACCURACY OR COMPLETENESS OF ELECTRONIC qTP of CAL IF�F`�lP COP/ES OF TW5 PLAN SHEET. 0 AECOM W 999 TOWN & COUNTRY Rd 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 BRIDGE MOUNTED SIGNS o N LAYOUT =0 BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ob008.dgn a See Deta i I X Mounting Tube 80'' Depth Laminated Panel Type A RELATIVE BORDER SCALE IS IN INCHES Dist COUNTY I ROUTE ITOTAL PROJECT " No. 1 SHEET 08 SBd 15 9.82/11.94 171 310 p 6/20/12 toNq REGISEVIL ENGINEER DATE 8. For Section oPRaFESs �cm 9. Existing y LEE HUO YUAN JUNE 22, 2012 35974 PLANS APPROVAL DATE No. 6/30/12 A Exp. THE STATE OF CALTFORNTA OR TT5 OFF,CER5 .4 ,> CIVIL OR AGENTS SHALL NOT BE RESPON5/BLE FOR Sj AVE ACCURACY OR COMPLETENESS OF ELECTRONIC qTP of CAL IF�F`�lP COP/ES OF TW5 PLAN SHEET. AECOM CITY OF FONTANA 999 TOWN & COUNTRY Rd 8353 SIERRA AVENUE ORANGE, CA 92868 FONTANA, CA 92335 12'-0" Limits of Walkwo MOUNTING BRACKET ASSEMBLY SPACING No Scale NOTES: 1. For details not shown, see "Standard Plans". 2. Contractor to provide Anchor Bolt Layout before Anchor Bolts are installed. 3. Exterior Bracket Angle to face outward to accommodate the Safety Chain Angle. 4. Finish to be Galvanized. 3/4" Y holes in underside of tubing may be added by contractor to permit draining of Galvanizing. 5. End of Mounting Tube to be covered with 3/6" min Material Seal Welded. 6. All High Strength (H.S.) Bolts shall be wrench tightened. a N 7. Minimum size Fillet Weld is 1/4" or smaller piece thickness. 2N 8. For Section A -A and Detail X, see "Anchorage and Frame Details" sheet. N� o '0- 9. Existing Sign Panel and Mounting Support is to be removed. 00 �w 01 01 a a BRIDGE MOUNTED SIGNS o LOCATION PLAN AND LAYOUT =0 SCALE: NONE SD -8 w O s o O z s 1 i i i I I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY I ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT No. SHEET / A-2 Mounting Hardware 081 SBd 15 9.82/11.94 1721 310 See Std Plan S88 I - and Note 5 6/20/12 ROFESS to \ 3 REGISTERED CIVIL ENGINEER DATE Horizontal Tube oe Na / 4" x 4" x /g" � 7/g" � hole in Mounting L Mounting / Mounting Tube 2 Slot 7/g" x 11/4" in Clip Angle LEE HUO YUAN z JUNE 22, 2012 Tube (Use %4" HS Bolt) 2 No. 35974 m PLANS APPROVAL DATE s DETAIL X g E THE 57,47E OF CAL,FORN/A OR !Ts OFF,CERs exc.6/30/12 Mounting bracket � � >r No Scale L 5" x 3" X /4 / — Mounting L 5' x 3' x 1/4OR 46EN75 sHALL NOT BE RESPONs/BLE FOR s'a CIVIL tP 1 I COP/Es OFACr OR THIS PLAN SHEEJESs OF ELECTRONIC TE of CAL1F��`� Concrete Barrier Type 26 / Clip L 4" x 3" x 3/g" x 0'-3" Ig AECOM CITY OF FONTANA Laminated Sign Ponnel — 999 TOWN & COUNTRY Rd 8353 SIERRA AVENUE r See Detail B Type A ORANGE, CA 92868 FONTANA, CA 92335 m See Anchor Plate Details 4" > Slot 3/g" x 5/a', 5/,6" 0 Mounting elev w 3 0, head bolt Typ Frame TS 4" x 4" x 3/6" Alternative CIP Bolt �� TS 4" x 4" x /6" w in in Acchorage N a Splice line. Contractor to CE Frame } } Top of Deck _ _ 0 determine location after 1�/z + 4" 4" 11/z' 0 0 4.1 lu �� - sign delivery DETAIL C -1 V' z � Anchorage _ Safety Chain No Scale n o o m It washer 2" x 1/4" x 0'-2" o a s o n D Q Lighting and Railing with Y8" j6 hole - TS 3�/2" x 3/2"Ix 3/6" L 3 x 3 x 1/4 details are required +i Edge of Bar 5" x 3/4" x 0'-1 1 0 o ifl S17 Sign Panel N ,0 n - - - - Tr I g 1 �4, 1'/4" hole in Bar a Typ Section 1 hole for Galy in Plate /z" f6%4" 0 hole for Galv in Tube 1,-4" 3'-0� W5 5 x 16�4'-10/z"46' Walkway Bracket ANCHOR PLATE DETAIL -2 ' x 5/g" SIOt a� o No Scale Jz Y U�U -V, w SECTION A -A 516 s,7 s,s L_31 aw = UD U No Scale - - - �/4" Eye Bolt X SECTION E -E 112'' HS Bolt with Hex nut, Safety Cable Bar 5"x 3/4"x 11" 300 rL Frame Flat and Lock Washer and rL Frame No Scale Beveled Washer Total 4 3 LU Safety Lug TS 4"x 4"x /g" 3�6 a L 5" x 5" x /2" x 1'-2" G a LU _ _ = N A -2C'3 -- 1 i/zBar W, LU ------------ --_z =--------- ---- - - N V i i/2 q 3/4 HS Bolt � i = I�� ---II with 2 hardened Safety Chain 3, , i 3 11 r Typ washers Typ L 3" x 3" x 1/4' 2 3i Bar 3/2" x /a' LI I- /4 / 2/ 0 hole for i Typ Outside edge 5/g" HS bolt gals in tube /4 of sign panel 2" / 2' with Nut and o Slot %4" x 11/4" Typ 2 Hardened x a SECTION B -B SECTION C -C SECTION D -D washers Of No Scale No Scale No Scale M R 3/a x 7" Total 8 per N Connection V) /2" Ig Goly "Allen Head" 3" Ig Sleeve Nut Set Screw. Lubricate Thread with Graphitized Grease 0 6' Min 3/4" x 3�/2" 5 %4" x 8" Ig Hex Hd 5 3 sides 'I LL Ig Hex Hd Bolt Preset in Conc Total of plate Mounting Tube a Preset in Conc rrhh a a a Total 2 q a 4" Ig SteelStud Ga I v q a N c. PLAN SIDE VIEW aN w N� -- -- FRAME MOUNTING TUBE CONNECTION " :i n •c1 3/4" � Stud Bolt �. :,• 'n' •a •�: „• 'n'. 'a a R Washer No Scale Resin capsule anchor Double Hex Hd 00 1V,1 � w o for %4" dia bolt 00 R Washer a a — 1/4" x 0'-2" RESIN CAPSULE BOLT ANCHORAGE x Tack Weld Bar Tack weld Bar Double Hex Hd Nut BRIDGE MOUNTED SIGNS o� Na scale 2/2' x /4' x ,'-o" 8' 2'/2" x '/4" x ,'-o" ANCHORAGE AND FRAME DETAILS o N ALTERNATIVE CIP BOLT ANCHORAGE o v No Scale SCALE: NONE SD -9 Qo O BORDER LAST REVISED 7/2/2010 USERNAME =>AECOM RELATIVE BORDER seALr 2 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE _> R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130ob009.dI gn is IN INCHES i I i I i x x NOTE: (FOR THIS SHEET ONLY) 1. CALIFORNIA SIGN CODE ARE DESIGNATED BY (CA), OTHERWISE FEDERAL SIGN CODES ARE SHOWN. LEGEND:(FOR THIS SHEET ONLY) X APPLICABLE B BLACK BL BLUE R RED G GREEN Y YELLOW W WHITE E EXISTING FRP FIBERGLASS REINFORCED PLASTIC ROADSIDE SIGN QUANTITIES Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 173 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of C LippP�� COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 �FONTANA, CA 92335 SHT. N0. z SIGN CODE PANEL SIZE VERT X IN 0 0 C-) a J m 0 BACKGROUND ?cr �o W .J WO NU LEGEND GRAFFITI FILM W x Q ROADSIDE SIGN FRP = Q M O SOFT SINGLE FRAMED ALUMINUM __ __ M O O O O O SOFT SOFT FURNISH ROADSIDE PANEL AREA SHEET UNFRAMED ALUMINUM __ _ __ M O ID O O N O O O SOFT SOFT SOFT SIGN LAMINATED m = m w w a a w >- > w Y ~ - - cli N N SOFT SOFT SOFT 0 REMARK IN X IN HORIZ w w �UJ w �a c' �a cjr ?= L' w� �o Lu J W J J w WO wm tel/') V7U =V1 wa wa o <w� N oME o Z z v o a X Z `1 Q- a w W N d lj EA FT QQ �o x x Q t0 ao x t0 Ln ao mW F- JZ HLu 0 �� ~ ~ (n �' a a W O Z 3 O z FT FT FT LB a S-1 1 R4-1 24 30 X - w X B X 0 X - 11.8 - - - - 1 - - - - 5 - - - - - - 2 W4-2 36 a W X - Y X B X - 0 13, 1 z - - 9 - - - - - - O W NOTE: (FOR THIS SHEET ONLY) 1. CALIFORNIA SIGN CODE ARE DESIGNATED BY (CA), OTHERWISE FEDERAL SIGN CODES ARE SHOWN. LEGEND:(FOR THIS SHEET ONLY) X APPLICABLE B BLACK BL BLUE R RED G GREEN Y YELLOW W WHITE E EXISTING FRP FIBERGLASS REINFORCED PLASTIC ROADSIDE SIGN QUANTITIES Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 173 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of C LippP�� COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 �FONTANA, CA 92335 SHT. N0. SIGN N0. SIGN CODE PANEL SIZE VERT X IN 0 � a J C.7 Z ln 0 C-) a J m 0 BACKGROUND ?cr �o W .J WO NU LEGEND GRAFFITI FILM W POST SIZE ROADSIDE SIGN FRP = Q M O SOFT SINGLE FRAMED ALUMINUM __ __ M O O O O O SOFT SOFT FURNISH ROADSIDE PANEL AREA SHEET UNFRAMED ALUMINUM __ _ __ M O ID O O N O O O SOFT SOFT SOFT SIGN LAMINATED m = m w w a a w >- > w Y ~ - - cli N N SOFT SOFT SOFT w Z a a o W W SOFT REMARK IN X IN HORIZ w w �UJ w �a c' �a cjr ?= L' w� �o Lu J W J J w WO wm tel/') V7U =V1 wa wa o <w� N oME o Z z v o a X Z `1 Q- a w W N d lj EA FT QQ �o x x Q t0 ao x t0 Ln ao mW F- JZ HLu 0 �� ~ ~ (n �' a a W O Z 3 O IN FT FT FT LB EA EA S-1 1 R4-1 24 30 X - W X B X - X - 11.8 - - - - 1 - - - - 5 - - - - - - 2 W4-2 36 36 X - Y X B X - X 13, 1 - - 9 - - - - - - 3 W4-7 36 36 X - Y X B X - X - - 13.6 - - - 1 - - - - 9 - - - - - - 4 W9-1 36 36 X - Y X B X - X - - 13.6 - - - 1 - - - - 9 - - - - - - S-2 5 W4-3 36 36 X - Y X B X - X - - 13.6 - - - 1 - - - - 9 - - - - - - 6 R18A(CA) 66 48 X - W X B I X - X - - - 14 - - 1 - - - - 22 1 - - - - - - 7 W13-3 24 30 X - W X B X - X 1 - - - - - 1 - - - - 5 - - - - - - 8 G84-2(CA) 54 48 X - G X W X - X - - - 14 - - 1 - - - - 18 - - - - - - S-3 9 G77-5(CA) 72 54 X - G X W X - X - - 13.8 - - - - 1 - - - - - - 27 - - - 10 133-7 30 30 X - W X B X - X - 11.8 - - - - 1 - - - - 6.3 - - - - - - 11 R6-1(Lt) 54 18 X - B X W X - X - 11.3 - - - - 1 - - - - 6.8 - - - - - - 12 R3 -8a 48 30 X - W X B X - X - - 112.8 - - - 1 - - - - 10 - - - - - - 13 R3-7 30 30 X - W X B X - X - 11.8 - - - - 1 - - - - 6.3 - - - - - - 14 R5-1 36 36 X - W R X W X - - X X - - 13 - - - 1 - 9 14 R5 -1a 36 24 X - R X W X - - - 6 - - - - - - 15 R3 -8a 48 30 X - W X B X - X - - 12.8 - - - 1 - - - - 10 - - - - - - 16 W3-3 36 36 X - Y X R Y G B X - X - - 13.6 - - - 1 - - - - 9 - - - - - - 17 W3-3 36 36 X - Y X R Y G B X - X - - 13.6 - - - 1 - - - - 9 - - - - - - 18 G92(CA) 48 30 X - G X W X - - - - X X X X - -- _ - - 12.8 - - - 1 - - - - - - 10 - - - - - - 18 G28-1(CA) 18 21 X - G X W X - - - 2.6 - - - - - - 18 M3-3 24 12 X - W X B X 2 _ - 18 M6-2 21 15 X - W X B X - - - 2.2 - - - - - - 19 G92(CA) 48 30 X - G X W X - - - - X X X X - - - - - 12.8 - - - 1 - - - - - - 10 - - - - - - 19 G28-1(CA) 18 21 1 X - G X W X - - - 2.6 - - - - - - 19 M3-3 24 12 X - W X B X 2 19 M6-2 21 15 X - W X B X - - - 2.2 - - - - - - 20 R6-1(Rt) 36 12 X - B X W X - - X X - - 11 1 - - - - 3.0 - - - - - - BACK TO BACK 21 R6-1(Lt) 36 12 X - B X W X _ _ 3.0 _ _ _ _ _ _ BACK TO BACK 22 R3 -8a 48 30 X - W X B X - X - - 12.8 - - - 1 - - - - 10 - - - - - - 23 R5-1 36 36 X - W R X W X - - X X -- - - 13 - - - 1 _ - - - 9 - - - - - - 23 R5 -1a 36 24 X - R X W X _ _ _ 6 24 R3 -8a 48 30 X - W X B X - X - - 12.8 - - - 1 - - - - 10 - - - - - - 24A R1-1 30 30 X - R,W X R X - X - 11.8 - - - - 1 - - - - 6.3 - - - - - - 24B R3-18 24 24 X - W X RIB X - I - X I X I - - 11.5 - - - - 1 - - - - - - 4 - - - - - - BACK TO BACK 24C R3-4 24 24 X - W X RIB I X - - - - - - - 4- - - - - - - - - 2.3 BACK TO BACK 24C TYPE N(CA) 18 18 X - Y X - - - X - - - - - - 24D R3-5(Rt) 1 30 36 X - W I X RIB X - X - - 13- - - 1 - - - - 7.5 - - - - - - SHEET TOTAL 1 81 211.2 28 25 1 257.1 27 BORDER LAST REVISED 7/2/201 USERNAME => USER DGN FILE => SO -01. THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 3 I i I i I i I SIGN QUANTITIES NO SCALE SQ -1 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x J a U 0 w N BORDER LAST REVISED 7/2/201 USERNAME => USER DGN FILE => SO -01. THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 2 3 I i I i I i I SIGN QUANTITIES NO SCALE SQ -1 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x BORDER LAST REVISED 7/2/2010 NOTE: (FOR THIS SHEET ONLY) 1. CALIFORNIA SIGN CODE ARE DESIGNATED BY (CA), OTHERWISE FEDERAL SIGN CODES ARE SHOWN. LEGEND: (FOR THIS SHEET ONLY) X APPLICABLE B BLACK BL BLUE R RED G GREEN Y YELLOW W WHITE E EXISTING FRP FIBERGLASS REINFORCED PLASTIC ROADSIDE SIGN QUANTITIES Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 174 310 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti - Fc WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF TH15 PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 SHT. NO. z SIGN CODE PANEL HORIZ IN X SIZE VERT IN 0 0 v -< ,, J m p BACKGROUND LEGEND GRAFFITI FILM w - o N o z a a of N Q x a ROADSIDE SIGN FURNISH ROADSIDE PANEL AREA SIGN w a O W SOFT 0 IN X IN w > w CD ui -� Ur �O ui Lu �� SV CC tl1 Ln �a W K w >- w cm z ~� Ur z O ui a wa �m Z w =U =N ¢ d `n �a W cr �o �o x x Q w N a0 a x co 'o -i I—= WO �� V N O O 0- w o O -3- SINGLE SHEET LAMINATED FRAMED UNFRAMED m FRP ALUMINUM ALUMINUM w m = w w a a ~ (V \ \ - N N c M o M M O O O O O O O a N O - EA FT FT FT FT LB EA EA SOFT SOFT SOFT SOFT SOFT SOFT SOFT SOFT SOFT S-3 25 R5 -10a 30 36 X 0 W X B X - X - z 13 - - w 1 - - - - 7.5 - - - - - - a a 26 w 30 42 X O W B X B W a - X - z 13.3 - - cr 1 - - 0 8.8 - - W - - X J 27 a 30 42 X U W B X B W X - X - 0 13.3 - - w 1 - - - - 8.8 - - - - - - N BORDER LAST REVISED 7/2/2010 NOTE: (FOR THIS SHEET ONLY) 1. CALIFORNIA SIGN CODE ARE DESIGNATED BY (CA), OTHERWISE FEDERAL SIGN CODES ARE SHOWN. LEGEND: (FOR THIS SHEET ONLY) X APPLICABLE B BLACK BL BLUE R RED G GREEN Y YELLOW W WHITE E EXISTING FRP FIBERGLASS REINFORCED PLASTIC ROADSIDE SIGN QUANTITIES Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 174 310 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti - Fc WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF TH15 PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 SHT. NO. SIGN N0. SIGN CODE PANEL HORIZ IN X SIZE VERT IN 0 LLJ -< ,,, J D N 0 v -< ,, J m p BACKGROUND LEGEND GRAFFITI FILM w - o N o z a a of N Q POST SIZE ROADSIDE SIGN FURNISH ROADSIDE PANEL AREA SIGN w a O W SOFT REMARK IN X IN w > w CD ui -� Ur �O ui Lu �� SV CC tl1 Ln �a W K w >- w cm z ~� Ur z O ui a wa �m Z w =U =N ¢ d `n �a W cr �o �o x x Q w N a0 a x co 'o -i I—= WO �� V N O O 0- w o O -3- SINGLE SHEET LAMINATED FRAMED UNFRAMED m FRP ALUMINUM ALUMINUM w m = w w a a ~ (V \ \ - N N c M o M M O O O O O O O o O O N O - EA FT FT FT FT LB EA EA SOFT SOFT SOFT SOFT SOFT SOFT SOFT SOFT SOFT S-3 25 R5 -10a 30 36 X - W X B X - X - - 13 - - - 1 - - - - 7.5 - - - - - - 26 R91-3(CA) 30 42 X - W B X B W X - X - - 13.3 - - - 1 - - - - 8.8 - - - - - - 27 R91-3(CA) 30 42 X - W B X B W X - X - - 13.3 - - - 1 - - - - 8.8 - - - - - - 28 G78 54 60 X - G X W X - X - - 14 - - - - 1 - - - - - - 22.5 - - - S-4 29 G78 54 60 X - G X W X X - - 14 - - - - 1 - - - - - - 22.5 - - - 30 G92(CA) 48 30 X - G X W X - X 12.8 - - - 1 - - - - - - - 10 - - - - - - 30 G28-1(CA) 18 21 X - G X W X - X - - - 2.6 - - - - - - 30 M3-3 24 12 X - W X B X - X - - - 2 - - - - - - 30 M6-2 21 15 X - W X B X - X - - - 2.2 - - - - - - 31 G92(CA) 48 30 X - G X W X - X 12.8 - - - 1 - - - - - - - 10 - - - - - - 31 G28-1(CA) 18 21 X - G X W X - X - - - 2.6 - - - - - - 31 M3-3 24 12 X - W X B X - X - - - 2 - - - - - - 31 M6-2 21 15 X - W X B X - X - - - 2.2 - - - - - - 32 R5 -10C 24 12 X - W X B X - X - 11 - - - - 1 - - - - 2 - - - - - - 33 R5-1 36 36 X - W R X W X - X- - - 13 - - - 1 - - - - 9 - - - - - - 33 R5 -1a 36 24 X - R X W X - X - 6 - 34 R6-1(Lt) 36 12 X - B X W X - X 11 1 - - - - 3 - - - - - - BACK TO BACK 35 R6-1(Rt) 36 12 X - B X W X - X _ _ 3 - - - - - - BACK TO BACK 36 R61-17(MOD) 48 30 X - B W X B X - X - - 12.8 - - - 1 - - - - 10 - - - - - - 37 W3-3 36 36 X - Y X R,Y G B X - X - - 13.6 - - - 1 - - - - 9 - - - - - - 38 W3-3 36 36 X - Y X R Y G B X - X - - - - - 92 - - - - - 9 - - - - - - 3g R61-17(MOD) 48 30 X - W X B X - X - - - - - 92 - - - - - 10 - - - - - - 40 R5-1 36 36 X - W R X W X - X 13 - - - 1 - 9 40 R5 -1a 36 24 X - R X W X - X - - - 6 - - - - - - 41 R6-1(Lt) 36 12 X - B X W X - X - 11 - - - - 1 - - - - 3 - - - - - - BACK TO BACK 42 R6-1(Rt) 36 12 X - B X W X _ X 3 _ _ - - - - BACK TO BACK 43 R3-7 30 30 X - W X B X - X - 11.8 - - - - 1 - - - - 6.3 - - - - - - 44 G77-5(CA) 72 54 X - G X W X - X - - 12.8 - - - - 1 - - - - - - 27 - - - 45 R3-1 24 1 24 X - W X R,B X - X - 11.5 - - - - 1 - - - - 4 - - - - - - 45A W4 -2R 36 36 X - Y X B X - X - - 13.6 - - - 1 - - - - 9 - - - - - - 45B R4-1 24 30 X - W X B X - X - 11.8 - - - - 1 - - - - 5 - - - - - - S-5 46 W3-3 48 48 X - Y X R,Y,G,B X - X - - 13.6 - - - 1 - - - - 16 - - - - - - 47 G84-2(CA) 54 48 X - G X W X - X - - - 14 - - 1 - - - - 18 - - - - - - 48 W13-3(30) 24 30 X - Y X B X - X 1 - - - - - - - - - - 5 - - - - - - 49 W4 -1R 48 48 X - Y X B X - X - - 13.6 - - - 1 - - - - 9 - - - - - - 50 W9-1 361 36 1 X - I Y X B X - X - - 13.6 - - - 1 - - - g 51 W4 -2R 36 36 X - Y X B X - X 13.6 g - - - - - - 52 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHEET TOTAL - - - - - - - - 1 68.1 26.4 14 - 184 21 3 1 231 - - 72 - - - USERNAME => USER DGN FILE => SO -02. THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE 02 3 IS IN INCHES I i 1 i I i I UNIT 2232 SIGN QUANTITIES NO SCALE SQ -2 PROJECT NUMBER & PHASE 0800000237 x NOTES: (THIS SHEET ONLY) 1. POST LENGTHS GIVEN ARE APPROXIMATE. EXACT LENGTH TO BE DETERMINED BY THE ENGINEER. 2. ALL OVERHEAD SIGN INSTALLATIONS SHALL MAINTAIN A MINIMUM CLEARANCE OF 18 FEET BETWEEN THE HIGH POINT FINISHED SURFACE OF THE ROADBED AND THE BOTTOM OF THE TRUSS. x LEGEND: (THIS SHEET ONLY) X APPLICABLE B BLACK BL BLUE R RED G GREEN Y YELLOW W WHITE OVERHEAD SIGNS Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 175 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of C LippP�� COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 BORDER LAST REVISED 7/2/2010 USERNAME => USER DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana \Design\Sheets\SO-03 THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE 02 3 IS IN INCHES I I 1 I I I I UNIT 2232 SIGN QUANTITIES NO SCALE SQ -3 PROJECT NUMBER & PHASE 0800000237 PANEL SIZE FURNISH SIGN BACKGROUND LEGEND GRAFFITI FILM OVERHEAD PANEL INSTALL z SIGN REMOVE FURNISH INSTALL FURNISH INSTALL o 0 o REMOVE PANEL EXISTING SIGN SIGN STRUCTURES STRUCTURES BRIDGE BRIDGE SIGN CIDH w a w J ¢ ¢ > > SIGN ON BRIDGE STEEL STEEL POST TYPE MOUNTED MOUNTED FOUNDATION OVERLAY PILE vwi SHT. SIGN SIGN ¢ w w z w 0- CD z w o m PANEL EXIST MOUNTED (TRUSS) (TRUSS) (STD PLAN) SIGN WITH SIGN PANEL DIAMETER DEPTH WITH = REMARKS N0. N0. CODE HORIZ VERT LOLL Lu LuJ Lu f o w� ,=o w� ¢ o SIGN SIGN WITH WITH WALKWAY WALKWAY o w =M Z m w wo J w� J wo w w� z w STRUC- WITH WALKWAY WALKWAY No — V1 o =L-) ON =� �N a TURES WALKWAY o 0 wO O v7 �¢ V) H¢ V) Jv c7 w w Cc O O Z w U- FT FT X IN SO FT EA EA EA LBS LBS - LBS LBS FT FT FT A G23(CA) 30 90 225 X - G X W X - X 1 1 - - - - - - - - - - - REPLACE SIGN PANEL ON EXISTING SIGN STRUCTURE B G23(CA) 30 90 225 X - G X W X - X - - - 17900 17900 VI (S7) - - - 5'-0" 22 - X OVERHEAD, ROUTE 15, NB STA 540+23 S-1 C G83 22 100 183 X - G Y X WB X - X - - - 20400 20400 VII (S7) - - - 5'-0" 23 - X OVERHEAD, ROUTE 15, NB STA 552+00 - G23-3(CA) - - - - - - - - - - - - - - - - - - - - - - - - OVERHEAD, ROUTE 15, SB STA 553+75 S-2 D G85 24 100 200 X - G X W,B X - X - - - 20400 20400 VII (S7) - - - 5'-0" 23 - X OVERHEAD, ROUTE 15, NB STA 565+17 E G83-1(CA) 12 70 70 X - G X W X - X - - - - - - 5800 5800 - - - - X BRIDGE MOUNTED SIGN F G83-1(CA) 12 70 70 X - G X W X - X - - - - - - 5800 5800 - - - - X BRIDGE MOUNTED SIGN S-4 - G83-1(CA) - - - - - - - - - - - - - 1 - - - - - - - - - - REMOVE EXISTING BRIDGE MOUNTED SIGN - G83-1(CA) - - - - - - - - - - - - - 1 - - - - - - - - - - REMOVE EXISTING BRIDGE MOUNTED SIGN G G85 16 100 133 X - G Y X W B X - X - - - 13800 13800 V (S7) - - - 4'-6" 19 - X OVERHEAD, ROUTE 15, SB STA 602+00 S-6 H G23(CA) 30 100 250 X - G X W X - X - - - 20600 20600 VII (S7) - - 8.89 5'-0" 23 - X OVERHEAD, ROUTE 15, SB STA 626+90 I G23 CA 30 90 225 X - G X W X - X - - - - - REPLACE SIGN PANEL ON EXISTING SIGN STRUCTURE SHEET TOTAL 1581 - - - - - - - 2 2 2 93100 93100 - 11600 11600 8.89 - - - - BORDER LAST REVISED 7/2/2010 USERNAME => USER DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana \Design\Sheets\SO-03 THIS PLAN ACCURATE FOR SIGN WORK ONLY. RELATIVE BORDER SCALE 02 3 IS IN INCHES I I 1 I I I I UNIT 2232 SIGN QUANTITIES NO SCALE SQ -3 PROJECT NUMBER & PHASE 0800000237 om > w m Q� o �z W U V. U J In W aW Uo U x Q rr w a V) LU J a LL o LU c� 0 LU cc z 0 a z U ROADWAY QUANTITIES STATION/LOCATION PLACE F- MIX ASPHALT DIKE 40 "DUNCAN CANYON Rd" 594+33.48 TO "ROUTE 15" 602+08.70 Lt 3197 "ROUTE 15" 549+63.02 TO "DUNCAN CANYON Rd" 613+67.11 - r v) "DUNCAN CANYON Rd" 613+67.11 TO "ROUTE 15" 606+34.91 zo (TYPE D) (TYPE F) (TYPE A) Q Q YLd TOTAL AECOM 999 TOWN AND COUNTRY ORANGE, CA 92868 LOCATION FONTANA AVENUE CA 92335 2490 "R-2" TERMINI LANE O_ U R-2 Z N Z� 3 2 99 o N� w a Z z2 R-3 588+00.00 a 3 2 a az 887 aw a� 578+38.75 J Ja Q CO R-4 737 W V) V) m W ~ H 0--- F OLd H J W D LL O 0: 0: 3 2 Q aZ xN 4 x 0 ZLU > zww > Q m a m v) F- Rt/Lt Z o Q .� x� =) inY inx TO a V) a< �o az V) m Z Q m as d a aa~ a a a W H Ld mow^ Z CO o J W Q H J N a0 W W W W STATION a H a oa w Ld NQ Cj Cj oU Na oz aU F -M F - O. XU XU 2J XQ C]� C]�a W ENTRANCE 0 0 U- a V) U^Q 581+72.32 CC of "R-4" SB W LJU W W W W Ld H a W H V) W V) W? V) a Ln V) W V) Or Z W W Q m g Y 2 U W W H J W W H J 1098 a � r U a UN �a � r Q. r ZZ ZZ� X V) O_ a� a0< -io acs J U aV) W Q COx �� our Q� W o� ^ a --� J r -F- J r O� O� Jg O� O_�. x... OO ALJ OOu� --3 U- JO UQ Oa.� UQ -i co 0- t -.._.O Jam..- CO _j O- mJ Oma. TON TON SOYD TON C C C C C C TON TON TON SOYD SOYD 593+40.00 to 600+91.82 "DUNCAN CANYON Rd" 1411 1256 1.7 17.3 600+91.82 to 613+67.14 "DUNCAN CANYON Rd" 6760 1354 1082 1.0 9.5 567+55.68 to 578+73.29 "R-1" 408 1940 1226 817 569+34.39 to 585+33.68 "R-2" 440 2093 1322 881 587+22.66 to 594+44.00 "R-3" 224 896 560 392 580+93.90 to 597+76.73 "R-4" 422 1691 1057 740 594+00.00 to 601+33.49 "DUNCAN CANYON MEDIAN" 176 612+24.56 to 613+67.14 "DUNCAN CANYON MEDIAN" 49 BASIN ACCESS ROAD * 22 15 0.3 MATERIAL FOR PLACE HMA DIKE (TYPE D) 55 MATERIAL FOR PLACE HMA DIKE (TYPE F) 7.5 MATERIAL FOR PLACE HMA DIKE (TYPE A) 40 545+68.82 to 567+55.68 "R-1" 1-15 325 2115 1139 813 549+63.76 to 569+34.39 "R-2" 1-15 262 1705 918 656 594+44.00 to 606+34.64 "R-3" 1-15 232 1511 814 582 597+76.73 to 601+98.68 "R-4" 1-15 89 578 311 222 585+33.68 to 587+16.22 "R-2 TERMINI" 68 321 203 135 578+79.63 to 580+93.90 "R-4 TERMINI" 76 362 228 152 LYTLE CREEK Rd 13300 7400 SUBTOTAL FROM DRAINAGE* 12 73 TOTAL 8286 22 73 2546 12529 683 2835 15 7778 5390 1082 2.7 27.1 13300 7400 TEMPORARY FENCE (TYPE ESA) STATION/LOCATION PLACE HOT MIX ASPHALT DIKE 40 "DUNCAN CANYON Rd" 594+33.48 TO "ROUTE 15" 602+08.70 Lt 3197 "ROUTE 15" 549+63.02 TO "DUNCAN CANYON Rd" 613+67.11 Rt 4169 "DUNCAN CANYON Rd" 613+67.11 TO "ROUTE 15" 606+34.91 zo (TYPE D) (TYPE F) (TYPE A) STATION TOTAL AECOM 999 TOWN AND COUNTRY ORANGE, CA 92868 LOCATION FONTANA AVENUE CA 92335 2490 "R-2" TERMINI LANE R-2 586+80.00 X X 67 3 2 99 574+55.00 a 3 2 R-3 588+00.00 X X 50 3 2 "R-4" DECELERATION LANE 887 695 U 578+38.75 X X 77 3 2 R-4 737 481 DUNCAN 605+18.50 O J 3 2 4104 600+46.40 X X 60 3 2 600+71.00 X X 134 3 2 3217 608+50.00 X X 250 3 2 Rt/Lt LF LF LF 561+69.81 TO 570+59.74 "R-1" SB ENTRANCE RAMP Lt 890 (N) - NOT A SEPARATE PAY ITEM CONDUIT TYPE FOR INFORMATION ONLY (Applicable when circled below and shown 571+79.86 TO 573+87.50 "R-1" SB ENTRANCE RAMP Lt 208 42604 570+59.74 TO 571+79.86 "R-1" SB ENTRANCE RAMP Lt 120 573+87.50 TO 578+73.49 "R-1" SB ENTRANCE RAMP Lt 486 581+72.32 TO 594+02.00 "R-4" SB EXIT RAMP Lt 1460 TOTAL 1098 606 1460 TEMPORARY FENCE (TYPE ESA) STATION/LOCATION LENGTH (LF) "ROUTE 15" 545+67.97 Lt 40 "DUNCAN CANYON Rd" 594+33.48 TO "ROUTE 15" 602+08.70 Lt 3197 "ROUTE 15" 549+63.02 TO "DUNCAN CANYON Rd" 613+67.11 Rt 4169 "DUNCAN CANYON Rd" 613+67.11 TO "ROUTE 15" 606+34.91 Rt 1949 "DUNCAN CANYON Rd" 593+40.00 TO 599+39.49 Rt 606 TOTAL AECOM 999 TOWN AND COUNTRY ORANGE, CA 92868 9961 V O W a� BORDER LAST REVISED 7/2/2010 T iSt COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 176 310 6/20/12 CONCRETE PAVEMENT JOINT ROFESSIo REGISTERED VIVIL ENGINEER DATE SIDE 10" CORRUGATED STEEL PIPE (N) (N) GREGORY STATION W. HEFTER JUNE 22, 2012 w 46655 PLANS APPROVAL DATE No, A CROSSOVER CROSSOVER Exp 06/30/13 THE STATE OF CALIFORNIA OR ITS OFFICERS »m CIVIL OR 46E1V7-5 SHALL NOT BE RESPONSIBLE FOR THE ACCURACY 0/7 OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN SHEET. sp P 4IF of CAL[F�Q'�� AECOM 999 TOWN AND COUNTRY ORANGE, CA 92868 CITY OF 8353 SIERRA �FONTANA, FONTANA AVENUE CA 92335 IRRIGATION CROSSOVERS CONCRETE PAVEMENT JOINT SEALANT SIDE 10" CORRUGATED STEEL PIPE (N) (N) LINE STATION -[-CONDUIT (0.064" THICK) WATER LINE SPRINKLER CONTROL "R-1" ACCELERATION LANE Rtt LENGTH CROSSOVER CROSSOVER ( LF ) SIZE (IN) DN SIZE (IN) DN R-1 578+00.00 X X 70 3 2 2490 "R-2" TERMINI LANE R-2 586+80.00 X X 67 3 2 99 574+55.00 X X 74 3 2 R-3 588+00.00 X X 50 3 2 "R-4" DECELERATION LANE 887 695 578+38.75 X X 77 3 2 R-4 737 481 DUNCAN 605+18.50 X X 250 3 2 4104 600+46.40 X X 60 3 2 600+71.00 X X 134 3 2 3217 608+50.00 X X 250 3 2 "R-3" RAMP 612+80.00 X X 154 3 2 612+97.00 X X 80 3 2 TOTAL 1266 (N) - NOT A SEPARATE PAY ITEM CONDUIT TYPE FOR INFORMATION ONLY (Applicable when circled below and shown under the 'CONDUIT TYPE' column heading) DN - DIAMETER NOMINAL X - DENOTES REQUIREMENT 1. BITUMINOUS COATED CORRUGATED STEEL PIPE (10 IN THICK) 2. CORRUGATED STEEL PIPE (10 IN THICK) 3. CORRUGATED HIGH DENSITY POLYTHENE PIPE 4. ALTERNATIVE CONDUIT ® REVISED PER ADDENDUM No. 2 DATED JULY 30, 2012 USERNAME=>$USER RELATIVE 3 DGN FILE => $REQUEST S ININCHES I�I�IiI UNIT 2232 SUMMARY OF QUANTITIES Q-1 PROJECT NUMBER & PHASE 0800000237 wLij �44 s3 e) n n 0 p W W H ~ O ~ 0- W W W o� = O O z O 0 CONCRETE PAVEMENT JOINT SEALANT LOCATION TRANSVERSE JOINT WITH TIE BAR LENGTH (LF) SEAL PAVEMENT JOINT LONGITUDINAL JOINT LONGITUDINAL JOINT WITH TIE BAR WITH DOWEL BAR LENGTH (LF) LENGTH (LF) SEAL ISOLATION JOINT LENGTH (LF) "R-1" ACCELERATION LANE 2952 1789 2367 "R-2" DECELERATION LANE 2604 1343 2490 "R-2" TERMINI LANE 657 419 185 99 "R-3" ACCELERATION LANE 2051 1194 1364 "R-4" DECELERATION LANE 887 695 574 "R-4" TERMINI LANE 737 481 221 101 "R-1" RAMP 4104 2391 740 "R-2" RAMP 4685 3217 435 "R-3" RAMP 2200 1580 108 "R-4" RAMP 4203 2834 SUB -TOTAL 25080 15943 1581 7103 TOTAL 42604 7103 ® REVISED PER ADDENDUM No. 2 DATED JULY 30, 2012 USERNAME=>$USER RELATIVE 3 DGN FILE => $REQUEST S ININCHES I�I�IiI UNIT 2232 SUMMARY OF QUANTITIES Q-1 PROJECT NUMBER & PHASE 0800000237 wLij �44 s3 e) n n 0 p W W H ~ O ~ 0- W W W o� = O O z O 0 T CHAIN LINK FENCE AND GATE O ROFESSIo ww U U GREGORY TYPE 1 x a z LD U O J Rt/Lt 00 cv a w w} O� U�-- CY ( � 0c> O Z LU l0 N ui U wa m U w a « w a Z U =) Vl OI- U� Q wQ m CY CY SY T Y J Q w p 0 U U 4_ CY m cr O U CY Z J wcc 0 z w0 >U SY 0 o z U Z CC O N zm -- ui mw m W Qh mN LB a "DUNCAN CANYON Rd" to 601+32.92 "R-1" BEGIN STATION Rt 53 Lo a Z = U JW UZ aLLJ _ U W UZU Z m -- II V1 u 601+87.67 "DUNCAN CANYON Rd" to 604+14.70 z a Rt 16 � Zw a ZwZ > W M > Q m z H 608+60.48 "DUNCAN CANYON Rd" to 586+65.91 "R-2" Q Rt 21 Q 1 W O x�op wZ U �-- Cr J 585+33.68 "R-2" to 613+67.11 "DUNCAN CANYON Rd" z Rt 22 LF LF EA 545+68.00 ROUTE 15 SB 599+34.63 DUNCAN CANYON Rd 594+67.14 "DUNCAN CANYON Rd" to 595+13.25 425 Lt cr- a 574+23.00 "R-2" NB 2526 3221 a 33160 595+82.87 "DUNCAN CANYON Rd" to 580+00.00 w 0 Lt 48 15377 a 606+40.00 "ROUTE 15" NB 1898 1933 z "R-4" to 605+06.05 "DUNCAN CANYON Rd" 599+13.81 "DUNCAN" Lt 32 2366 1 1 O 609+51.83 "DUNCAN CANYON Rd" to 611+64.59 10967 Lt 15 x J a 29316 11684 1 612+13.09 "DUNCAN CANYON Rd" to 613+67.11 Lt 13 1 595+00.00 "R-3" 0 "R-3" 594+00.00 to 601+33.49 "DUNCAN CANYON MEDIAN" LLJv Rt/Lt 43 1312 168 50 CHAIN LINK FENCE AND GATE MINOR CONCRETE ROFESSIo ww U U GREGORY TYPE 1 STATION z z LD U O J Rt/Lt 00 cv a w w} O� U�-- CY ( � 0c> O Z LU l0 N ui U wa m U w a « w a Z U =) Vl OI- U� Q wQ m CY CY SY T Y J Q w p 0 U U 4_ CY m cr O U CY Z J wcc 0 z w0 >U SY 0 o z U Z CC O N zm -- ui mw m W Qh mN LB 593+40.00 "DUNCAN CANYON Rd" to 601+32.92 "R-1" BEGIN STATION Rt 53 Lo a Z = U JW UZ aLLJ _ U W UZU Z m -- II r u 601+87.67 "DUNCAN CANYON Rd" to 604+14.70 LU W Q Z Rt 16 � Zw a ZwZ > W M > Q m z H 608+60.48 "DUNCAN CANYON Rd" to 586+65.91 "R-2" Q Rt 21 Q 1 W U �-- U x�op wZ U �-- Cr J 585+33.68 "R-2" to 613+67.11 "DUNCAN CANYON Rd" 612+25.00 "DUNCAN CANYON Rd" Rt 22 LF LF EA 545+68.00 ROUTE 15 SB 599+34.63 DUNCAN CANYON Rd 594+67.14 "DUNCAN CANYON Rd" to 595+13.25 425 Lt 3 574+23.00 "R-2" NB 2526 3221 396 33160 595+82.87 "DUNCAN CANYON Rd" to 580+00.00 994 Lt 48 15377 613+67.14 "DUNCAN" 606+40.00 "ROUTE 15" NB 1898 1933 580+93.90 "R-4" to 605+06.05 "DUNCAN CANYON Rd" 599+13.81 "DUNCAN" Lt 32 2366 1 1 558+61.40 "ROUTE 15" NB 609+51.83 "DUNCAN CANYON Rd" to 611+64.59 10967 Lt 15 -10967 TOTAL 29316 11684 1 612+13.09 "DUNCAN CANYON Rd" to 613+67.11 Lt 13 1 595+00.00 "R-3" 590+32.55 "R-3" 594+00.00 to 601+33.49 "DUNCAN CANYON MEDIAN" SUBTOTAL FROM DRAINAGE * Rt/Lt 43 1312 168 50 TOTAL 612+24.56 to 613+67.14 "DUNCAN CANYON MEDIAN" 168 Rt/Lt 9 368 595+00.00 "DUNCAN CANYON Rd" Lt 2.6 596+43.00 "DUNCAN CANYON Rd" Lt 596+32.42 "R-3" 2.6 606+38.87 "ROUTE 601+62.00 "DUNCAN CANYON Rd" Rt Lt 1 2.6 602+26.74 "DUNCAN CANYON Rd" 553+63.20 Lt 15" SB 554+63.20 2.7 15" SB 611+60.26 "DUNCAN CANYON Rd" Lt 1 1 2.7 612+38.50 "DUNCAN CANYON Rd" Lt 571+69.76 "R-1" 5.2 Lt 50 601+16.00 "DUNCAN CANYON Rd" 1 Rt 4.4 574+03.78 "R-1" 602+92.90 "DUNCAN CANYON Rd" 578+74.09 Rt Lt 2.7 611+37.43 "DUNCAN CANYON Rd" Rt 586+50.00 2.7 612+03.19 "DUNCAN CANYON Rd" 15 Rt Lt 1537.5 5.2 1 1 594+67.14 to 595+11.34 "DUNCAN CANYON Rd" Lt 627+03.37 "ROUTE 2 628+03.37 "ROUTE 595+93.72 to 601+72.83 "DUNCAN CANYON Rd" Lt Lt 42 1 602+24.20 to 605+07.06 "DUNCAN CANYON Rd" 580+98.82 Lt 15" 22 "ROUTE 15" 609+52.85 to 611+63.62 "DUNCAN CANYON Rd" 50 Lt 18 584 50 612+27.07 to 613+67.11 "DUNCAN CANYON Rd" CANYON Lt 18 Rt 593+40.00 to 601+26.65 "DUNCAN CANYON Rd" Rt 57 609+73.03 DUNCAN 601+89.60 to 604+13.68 "DUNCAN CANYON RD" Rt 19 1 608+59.47 to 611+41.51 "DUNCAN CANYON RD" Rt 23 15" SB +4 1" C C Rt 23 BAS, AC ESS OAD 553+87.00 "ROUTE 4 260 539+36.98 "ROUTE 15" NB to 540+36.98 "ROUTE 15" NB 44.4 551+42.06 "ROUTE 15" NB to 552+42.06 "ROUTE 15" NB 15" SB v v v v V44.4 Lt 553+63.20 "ROUTE 15" SB to 554+63.20 "ROUTE 15" SB 77 44.4 604+33.82 564+31.66 "ROUTE 15" NB to 578+66.35 "R-2" Rd" Rt 630.6 570+70.09 "R-1" to 571+69.76 "R-1" 63 609+05.24 44.4 CANYON 574+03.78 "R-1" to 578+74.09 "R-1" Rt 177.8 604+00.00 "DUNCAN CANYON Rd" 63 609+05.24 "DUNCAN CANYON 32.7 609+73.03 "DUNCAN CANYON Rd" Lt 32.7 581+23.21 to 584+64.51 "ROUTE 15" 281.4 586+50.00 "R-4" to 602+54.58 "ROUTE 15" SB 705.5 590+32.55 "R-3" to 591+32.55 "R-3" 44.4 596+32.42 "R-3" to 606+38.87 "ROUTE 15" NB 444.4 627+03.37 "ROUTE 15" SB to 628+03.37 "ROUTE 15" SB 44.4 TOTAL 223 52 4 1680 224 33.4 2572260 CHAIN LINK FENCE AND GATE ROFESSIo ww U U GREGORY TYPE 1 W. HEFTER z z (N) m 600+94.00 "DUNCAN CANYON Rd" Rt Exp 06/30/13 w W w z W z P 4TF of CA�IFOR�� BEGIN STATION END STATION LO Z J Lo a Z = U JW UZ aLLJ _ U W UZU Z m -- II r u JU J ULD WW Q LV L� LU W Q Z J x Z � Zw a ZwZ > W M > Q m z H 0_ CANYON Rd" Q Q Q Z z Q 1 W U �-- U x�op wZ U �-- Cr J wZo Cr J �- xa U 0 612+25.00 "DUNCAN CANYON Rd" CY LF LF LF EA 545+68.00 ROUTE 15 SB 599+34.63 DUNCAN CANYON Rd 3242 3043 425 623 549+63.00 "ROUTE 15" NB 574+23.00 "R-2" NB 2526 3221 396 33160 578+61.41 "R-2" 613+67.14 "DUNCAN CANYON Rd" 994 780 21565 15377 613+67.14 "DUNCAN" 606+40.00 "ROUTE 15" NB 1898 1933 -5070 "R-4" 599+13.81 "DUNCAN" 600+51.00 "ROUTE 15" SB 2454 2366 1 1 558+61.40 "ROUTE 15" NB 564+31.66 BASIN AT "R-2" 10967 1 560+86.10 "ROUTE 15" SB -10967 TOTAL 29316 11684 1 599+76.05 "ROUTE 15" SB 1 1 1 595+00.00 "R-3" 590+32.55 "R-3" 1 SUBTOTAL FROM DRAINAGE * "R-3" 186 168 50 TOTAL 11114 186 11343 168 4 a BORDER LAST REVISED 7/2/2010 USERNAME=>$USEH DGN FILE => $REQUEST EARTHWORK QUANTITIES ROFESSIo REGISTERED IVIL ENGINEER DATE GREGORY TYPE 1 W. HEFTER JUNE 22, 2012 w 46655 (N) m 600+94.00 "DUNCAN CANYON Rd" Rt Exp 06/30/13 THE STATE OF CALIFORNIA OR 7T5 OFFICERS »m CIVIL O P 4TF of CA�IFOR�� Z Z Z m LOCATION r r u o w 1 as 3> aaa �>N x Z � 602+03.50 "DUNCAN CANYON Rd" 0< OU 0<0 aO X a m 0_ CANYON Rd" Lt CO 611+34.00 "DUNCAN CANYON Rd" Rt 1 W cr W W Lt 1 612+25.00 "DUNCAN CANYON Rd" CY 1 1 611+50.00 "DUNCAN CANYON Rd" Lt 1 601+41.50 "DUNCAN CANYON Rd" "DUNCAN CANYON Rd" 425 623 126878 125830 "R-1" 3327 396 33160 29437 "R-2" 4527 1661 21565 15377 "R-3" 6548 3064 4542 -5070 "R-4" 3522 5940 54612 45150 1 1 564+31.66 BASIN AT "R-2" 10967 8 -10967 TOTAL 29316 11684 240757 203857 (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. iSt COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 177 310 6/20/12 ROFESSIo REGISTERED IVIL ENGINEER DATE GREGORY TYPE 1 W. HEFTER JUNE 22, 2012 w 46655 PLANS APPROVAL DATE No, A 600+94.00 "DUNCAN CANYON Rd" Rt Exp 06/30/13 THE STATE OF CALIFORNIA OR 7T5 OFFICERS »m CIVIL OR 46E1V7-5 SHALL NOT BE RESPONSIBLE FORsp A THE CCURY ACOR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN SHEET. P 4TF of CA�IFOR�� AECOM 999 TOWN AND COUNTRY ORANGE, CA 92868 CITY OF 8353 SIERRA �FONTANA, FONTANA AVENUE CA 92335 *IMPORTED BORROW QUANTITY INCLUDES 0.10 SHRINKAGE FACTOR APPLIED TO EXCAVATION QUANTITIES PEDESTRIAN BARRICADE SIGN AT PEDESTRIAN BARRICADE ( N) LOCATION PEDESTRIAN BARRICADE TYPE 1 EA LOCATION R9 -3A R9 -3B 600+94.00 "DUNCAN CANYON Rd" Rt 1 EA EA 602+03.50 "DUNCAN CANYON Rd" Rt 1 END STATION 611+34.00 "DUNCAN CANYON Rd" Rt 1 600+94.00 "DUNCAN CANYON Rd" Rt 1 1 612+25.00 "DUNCAN CANYON Rd" Rt 1 602+03.50 "DUNCAN CANYON Rd" Rt 1 1 601+41.50 "DUNCAN CANYON Rd" Lt 1 611+34.00 "DUNCAN CANYON Rd" Rt 1 1 602+35.00 "DUNCAN CANYON Rd" Lt 1 612+25.00 "DUNCAN CANYON Rd" Rt 1 1 611+50.00 "DUNCAN CANYON Rd" Lt 1 601+41.50 "DUNCAN CANYON Rd" Lt 1 1 612+59.00 "DUNCAN CANYON Rd" Lt 1 602+35.00 "DUNCAN CANYON Rd" Lt 1 1 551+42.06 "ROUTE 15" NB 611+50.00 "DUNCAN CANYON Rd" Lt 1 1 Rt TOTAL g 612+59.00 "DUNCAN CANYON Rd" Lt 1 1 564+31.66 "ROUTE TOTAL 8 8 SUMMAR Y 1� REVISED PER ADDENDUM No. 2 DATED JULY 305 RELATIVE BORDER SCALE IS IN INCHES Ih UNIT 2232 OF QUANTITIES 2012 Q_2 PROJECT NUMBER & PHASE 0800000237 GUARD RAILING BEGIN STATION END STATION Z O F-- U O J � O m :2 W m W (r O w�a- w map wQ�0 Oaf pm--- 0 ? Q Z- 0 �m ~3 Z0- ar 0r H,... } J co N V) Q cr OW z� as pr ZF- W--- z J Z F- za z w� ra�Z� Jw QH Ln Q 0 wa m p w0 �0 Hv ww 0 a V1m 0 m w o m w O� w ? w J(r ZL. �' N� wm Om ma ww crm w _ W JW mw 0 c wm >O:2 ma ww Q:m Rt/Lt LF LF EA EA EA LF LF LF LF 539+36.98 "ROUTE 15" NB 540+36.98 "ROUTE 15" NB Rt 50 1 1 551+42.06 "ROUTE 15" NB 552+42.06 "ROUTE 15" NB Rt 50 1 1 564+31.66 "ROUTE 15" NB 578+39.81 "R-2" Rt 1418.75 1 1 590+32.55 "R-3" 591+32.55 "R-3" Rt 50 1 1 596+32.42 "R-3" 606+38.87 "ROUTE 15" NB Rt 950 1 1 553+63.20 "ROUTE 15" SB 554+63.20 "ROUTE 15" SB Lt 50 1 1 570+70.09 "R-1" 571+69.76 "R-1" Lt 50 1 1 574+03.78 "R-1" 578+74.09 "R-1" Lt 400 1 1 586+50.00 R-4 602+54.58 ROUTE 15 SB Lt 1537.5 1 1 627+03.37 "ROUTE 15" SB 628+03.37 "ROUTE 15" SB Lt 50 1 1 580+98.82 "ROUTE 15" 584+87.69 "ROUTE 15" Lt/Rt 50 584 584 50 604+00.00 DUNCAN CANYON Rd Rt 1 1 609+73.03 DUNCAN CANYON Rd Lt 1 1 ± 582+96.85 "ROUTE 15" SB 584 553+87.00 "ROUTE 15" SB Lt 63 560+99.00 "ROUTE 15" SB Lt 77 604+33.82 "DUNCAN CANYON Rd" Rt 63 609+05.24 "DUNCAN CANYON Rd" Rt 63 609+05.24 "DUNCAN CANYON Rd" Lt 63 TOTAL 4606 50 3 9 12 584 913 584 50 SUMMAR Y 1� REVISED PER ADDENDUM No. 2 DATED JULY 305 RELATIVE BORDER SCALE IS IN INCHES Ih UNIT 2232 OF QUANTITIES 2012 Q_2 PROJECT NUMBER & PHASE 0800000237 RETAINING WALL STATION I om W a� Jz �V, aW UD } m o W U V, WI = U RETAINING WALL NO.2 TOTAL EARTH RETAINING STRUCTURE (MECHANICALLY STABILIZED EARTH WALL) x p 16433 21527 STRUCTURAL CONCRETE (BARRIER SLAB) CY 220 303 523 TUBULAR HANDRAILING LF 459 - 459 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 459 691 1150 CABLE RAILING LF 232 W 412 MINOR CONCRETE (GUTTER) J 213 172 385 z LL 772 - o W CY 801 - 801 STRUCTURAL CONCRETE, RETAINING WALL CY v - 201 BAR REINFORCING STEEL (RETAINING WALL) LB 0 - 13850 FRACTURED RIB ARCHITECTURAL TEXTURE W 1254 - 1254 cc z � 0 x Q of of O d a 0 z w a O_ W D Q Z O w Q U V^ 0 w RETAINING WALL STATION 08 SBd 15 RETAINING WALL NO.1 RETAINING WALL NO.2 TOTAL EARTH RETAINING STRUCTURE (MECHANICALLY STABILIZED EARTH WALL) SOFT 5094 16433 21527 STRUCTURAL CONCRETE (BARRIER SLAB) CY 220 303 523 TUBULAR HANDRAILING LF 459 - 459 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 459 691 1150 CABLE RAILING LF 232 180 412 MINOR CONCRETE (GUTTER) LF 213 172 385 STRUCTURE EXCAVATION (RETAINING WALL) CY 772 - 772 STRUCTURE BACKFILL (RETAINING WALL) CY 801 - 801 STRUCTURAL CONCRETE, RETAINING WALL CY 201 - 201 BAR REINFORCING STEEL (RETAINING WALL) LB 13850 - 13850 FRACTURED RIB ARCHITECTURAL TEXTURE SOFT 1254 - 1254 PORTABLE CHANGEBALE MESSAGE SIGN TOTAL SURVEY MONUMENTS SHEET LOCATION TOTAL L-3 DUNCAN CANYON Rd, BC & EC 4 a (N) - NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. �V BORDER LAST REVISED 7/2/2010 USERNAME=>AECOM DGN FILE => R:\FONT0801 1-15 Duncan PS&E\Plans\DGN\80H130pa003.dgn REMOVE EXISTING TEMPORARY RAILING (TYPE K) LOCATION LENGTH FT LYTLE CREEK Rd (EAST) 480 TOTAL 480 Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 178 310 I6/20/12 EA REGISTERED IVIL ENGINEER QROFEss LON DATE o a� EA GREGORY 1882841.0567 6723344.6925 DUNCAN CANYON Rd W. HEFTER - JUNE 22, 2012 w No. 46655 PLANS APPROVAL DATE Exp 06/30/13A THE STATE OF CALIFORNIA OR IT5 OFF/CERS CIVIL OR AGENTS SHALL NOT BE RESPONS/BLE FOR sr THE ACCURACY OR COMPLETENESS OF ELECTRONIC ATf OF CAL1Foa��P COP/E5 OF TW5 PLAN SHEET. AECOM FONTANA 999 TOWN AND COUNTRY ERRA AVENUE 7FONTANA, ORANGE, CA 92868 CA 92335 EXISTING SEWER REMOVE Sta SEWER PIPE REMOVE SEWER MANHOLE PNO FT EA 592+56.37 TO 594+74.31 ''DUNCAN CANYON Rd" 219 EA 594+61.82 "DUNCAN CANYON Rd" 1882841.0567 6723344.6925 DUNCAN CANYON Rd 1 0029 1882851 .21 17 6724288.6937 DUNCAN CANYON Rd FD SPK W/PM 1 TOTAL 219 1 RESET SURVEY MONUMENTS PNO NORTHING EASTING LOCATION DESCRIPTION EA 0054 1882841.0567 6723344.6925 DUNCAN CANYON Rd FD 1" IP W/TAG LS 7845 1 0029 1882851 .21 17 6724288.6937 DUNCAN CANYON Rd FD SPK W/PM 1 TOTAL 2 SUMMARY OF QUANTITIES 0-3 RELATIVE BORDER SCALE o 1 z s IS IN INCHES UNIT 2232 PROJECT NUMBER & PHASE 0800000237 i I i I i I X BORDER LAST REVISED 7/2/2010 USERNAME => -USER- DGN FILE => Z!\P9364-1-15 Du RELATIVE BORDER SCALE IS IN INCHES 0 2 3 I i I i I i I UNIT 2232 1 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY I ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD 08 SBd 15 9.82/11.94 179 310 MAPS AT DISTRICT OFFICE. ( ' 6/20/12 Q�DFEssLON REGISTERED CIVIL ENGINEER DATE o 4 � ti Fc WILLIAM SUN JUNE 22, 2012 " W. C57664 PLANS APPROVAL DATE 12/31/13 A Exp. THE STATE OF CALIFORNIA OR ITS OFFICERS V # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL 4rF THE ACCURACY OR COMPLETENESS OF ELECTRONIC DF COPIES OF THIS PLAN SHEET. CAUF�� LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE 0 r m w DIAMOND BAR, CA 91765 FONTANA, CA 92335 Q > w w o J DIPI II�-------------- ----- - - 1'- - - - - - - - - - - - - -- - - - - - - - - - - - - - X101 - -- � - STTAA 5552+09 -- 52r � u----- TA 550+29 — — ~ -- 9l+TE 15 - - - - AfVYOf� R� - - —_ _- -- - - � a J - - Asci, - Exist CALTRANS R/W - A�PH - - - - - - - 1#2 BARE G - 2"C, 2#2, - - - - - - - - - - - - - - - - - — — - _ - -Exist CALTRANS__R/1N- --- -- — - -� - - Ln (T) _ ---- -- --- --- --o----- --� -------0 + 0 - - - - - - - - - - SBD - 15 - - - - - A_ - - - ASFH 2 C, 2#2, 1 #2 BARE G —ROUTES 5— — -- — -- 2"C.2#2, 1#2 BARE G-/ — -W r om a� w w W JZ Y U U� QW _ w 0 3 4 545 6 550 1 2 3 4 555 6 7 ww _ 8 9 560 F- c/1 o - - - O - 0 w > cr w SBD - ,s 2"C, 2#8, 2#10, 1#2 BARE G 2"C 2#2,2#8, 2#10,1 #2 BARE GT\_,,, _ _Ld _ _ w cn ASPH (A - J J - - - - - --- - -- - - - -._ (T� o a �- —0- -- U Z J c - - T11 11111"IRSP 8, 2#10, 2#2 Exist CALTRANS R/W Exist CALTRANS R/W BAR G 4 nlrTTTTl7 SIGN C J SEE SHEET PD -1, S1 AND SD -5 103 104 / Pr9p�C`ALTRAN� R/W STA 553+20 STA 555+20 ROUTE 15 ROUTE 15 / / z S -15A S -15D � S-15 / ---"� a PROJECT NOTES: (FOR SHEETS E-1 TO E-6 ONLY) 2 -ISL SC1 / 0 ❑ INSTALL 120/240 V TYPE III -CF SERVICE CABINET ENCLOSURE AS PER STANDARD F4 INSTALL 120/240 V TYPE III -CF SERVICE CABINET ENCLOSURE AS PER STANDARD PLAN ES -2C AND ES -2F. N Z PLAN ES -2C AND ES -2F. 9660 CTISER CTID NO. 0854015011.02000 SERVICE ADDRESS: 15661 DUNCAN CANYON ROAD CE ADDRESS: SERVICE ADDRESS: 15846 DUNCAN CANYON ROAD o TC -1 METER: 100 A, 240 V, 2P (MAIN BREAKER) TC -1 METER: 100 A, 240 V, 2P (MAIN BREAKER) - 20 A, 120 V, 1P CB (RAMP METERING LOCATION 1) 20 A, 120 V, 1P (RAMP METERING LOCATION 2)15 w 20 A, 120 V, 1P CB (CLOSED CIRCUIT TELEVISION) A, 120 V, 1P CB (TMS) 50 A, 120 V, 1P CB (TRAFFIC SIGNAL) 50 A 120 V 1P CB (TRAFFIC SIGNAL) a CTID NO. 08540150010.9661 CTID NO. 0854015011.02001 o LS -3 METER: 100 A, 240 V, 2P (MAIN BREAKER) LS -3 METER: 100 A, 240 V, 2P CB (MAIN BREAKER) 30 A, 240 V, 2P CB (HIGHWAY LIGHTING) 30 A, 240 V, 2P CB (HIGHWAY LIGHTING) 15 A, 120 V, 1P CB (LIGHTING CONTROL) 15 A, 120 V, 1P CB (LIGHTING CONTROL) a 30 A' 240 V, 2P CB (SIGN ILLUMINATION) 30 A, 240 V, 2P CB (SIGN ILLUMINATION) Z 15 A, 120 V, 1P CB (SIGN ILLUMINATION CONTROL) 15 A, 120 V, 1P CB (SIGN ILLUMINATION CONTROL) 15 A, 120 V, 1P CB (TEST SWITCH) 15 A, 120 V, 1P CB (TEST SWITCH) LIGHTING A N D SIGN a 30 A, 240 V, 2P CB (SAFETY LIGHTING) 30 A, 240 V, 2P CB (SAFETY LIGHTING) 15 A, 120 V, 1P CB (SAFETY LIGHTING CONTROL) ILLUMINATION 15 A, 120 V, 1P CB (SAFETY LIGHTING CONTROL) ❑2 INSTALL 3" CONDUIT PER SCE'S REQUIREMENT. CONDUCTORS TO BE INSTALLED BY SCE. 5. ALL PULL BOXES FOR CALTRANS HIGHWAY AND SIGN LIGHTING SHALL BE RECESSED 6" BELOW SCALE: 1" = 50" w FINAL GRADE AND COVERED WITH NATIVE MATERIAL. N ❑3 INSTALL TYPE H RISER ON EXISTING POWER POLE. THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. C E - BORDER LAST REVISED 7/2/2010 USERNAME => -USER- DGN FILE => Z!\P9364-1-15 Du RELATIVE BORDER SCALE IS IN INCHES 0 2 3 I i I i I i I UNIT 2232 1 PROJECT NUMBER & PHASE 0800000237 x x 1311,,--\ \ Exist CALTRANS R W x 2 7.2 #2 ' x x 2"C, 2#2,- 1#2 BARE 1#2 BARE G cam-- - 56-2 5&4 Pa w J LLI LLI —_ IL � LLI Z F- a U �\ 0ONC, r� r 2 2#8;._2#1-0, II (T) (T) — — — — — - 567 565 566 CONI 3"C, 2#2, 2#8, 2#10, 1#2 BARE G 3 4 565 6 7 8 - 2"C, 2#2, 1#2 BARE G �� ---- 567 568 _ 2"C 2# 2#8 #10 zo Tf 2 Cyz^8,-z#fi0; 1#2 BARE G �-1#2 BARE G -ITl x_ — a _ C= — o I om > a �LLJ I Ln — w a Jz w + (' Y w — V J 1' U w U z a w = Lo — V a J Lf) cr _ w a Z x o O J 1311,,--\ \ Exist CALTRANS R W x 2 7.2 #2 ' x x 2"C, 2#2,- 1#2 BARE 1#2 BARE G cam-- - 56-2 5&4 Pa w J LLI LLI —_ IL � LLI Z F- a U �\ 0ONC, r� r 2 2#8;._2#1-0, II (T) (T) — — — — — - 567 565 566 CONI 3"C, 2#2, 2#8, 2#10, 1#2 BARE G 3 4 565 6 7 8 - 2"C, 2#2, 1#2 BARE G �� ---- 567 568 _ 2"C 2# 2#8 #10 zo Tf 2 Cyz^8,-z#fi0; 1#2 BARE G �-1#2 BARE G -ITl x_ — a _ C= — o z a �LLJ I Ln — w I- w J z w — z vwi w z o = O 1 I— U z a J Lf) cr — 1311,,--\ \ Exist CALTRANS R W x 2 7.2 #2 ' x x 2"C, 2#2,- 1#2 BARE 1#2 BARE G cam-- - 56-2 5&4 Pa w J LLI LLI —_ IL � LLI Z F- a U �\ 0ONC, r� r 2 2#8;._2#1-0, II (T) (T) — — — — — - 567 565 566 CONI 3"C, 2#2, 2#8, 2#10, 1#2 BARE G 3 4 565 6 7 8 - 2"C, 2#2, 1#2 BARE G �� ---- 567 568 _ 2"C 2# 2#8 #10 zo Tf 2 Cyz^8,-z#fi0; 1#2 BARE G �-1#2 BARE G -ITl x_ — a _ C= — o BORDER LAST REVISED 7/2/2010 Prop CALTRANS R/W SIGN D SEE SHEET PD -2 S-2 AND SD -5 7 —1:1 o 05 STA 566+64 "R-2" LINE �\ 5A 5-15 ES -15 2 -ISL SC1 \\ \yam - 2"C, 2#2, 2#8 \\ 1#2 BARE 2#10, G -\--- r (T) F — #2 2# 2#10 _ Z1#2 , ARE G --`_ --_- 571 572 59 570 LOL SB ENTRANCE RAMP "R-1" LINE SBD - 15 9 569 570 i1 5 1 2 Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 180 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF TH,5 PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 -+ 573 3 W W z wI^^ V, J SBD - 15 1#2 BARE G O LCL NB EXIT RAMP + S 1 "R-2" LINE r_ 57 -f\ — _ 1 Ln — 572 _ 1 574_ Z I W 106 LYTLERE— _ V)STA 568+44 107 �CEK Rcjw w R-2" LINE EAST LU STA 570+24 J N "R-2" LINE 2 U !Q C THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME =>-USER- RELATIVE BORDER SCALE 01 2 3 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-02(ramp Iighting).DGN IS IN INCHES I I I I I I LIGHTING AND SIGN ILLUMINATION SCALE: 1" = 50' E-2 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 z a 0 z w a w O Q Z 0 w x J U O w N BORDER LAST REVISED 7/2/2010 Prop CALTRANS R/W SIGN D SEE SHEET PD -2 S-2 AND SD -5 7 —1:1 o 05 STA 566+64 "R-2" LINE �\ 5A 5-15 ES -15 2 -ISL SC1 \\ \yam - 2"C, 2#2, 2#8 \\ 1#2 BARE 2#10, G -\--- r (T) F — #2 2# 2#10 _ Z1#2 , ARE G --`_ --_- 571 572 59 570 LOL SB ENTRANCE RAMP "R-1" LINE SBD - 15 9 569 570 i1 5 1 2 Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 180 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF TH,5 PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 -+ 573 3 W W z wI^^ V, J SBD - 15 1#2 BARE G O LCL NB EXIT RAMP + S 1 "R-2" LINE r_ 57 -f\ — _ 1 Ln — 572 _ 1 574_ Z I W 106 LYTLERE— _ V)STA 568+44 107 �CEK Rcjw w R-2" LINE EAST LU STA 570+24 J N "R-2" LINE 2 U !Q C THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME =>-USER- RELATIVE BORDER SCALE 01 2 3 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-02(ramp Iighting).DGN IS IN INCHES I I I I I I LIGHTING AND SIGN ILLUMINATION SCALE: 1" = 50' E-2 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 X X X Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET 15 9.82/11.94 181 310 6/20/11 ------- / RocEssio -- � — -- REGISTERED CIVIL ENGINEER DATE oe Nq —------ WILLIAMJUNE 22, 2012 SUN �`� ---- --- _ - PLANS APPROVAL DATE W. C57664 A — - �� Y OTHERS, SEE �------- ' -� � E,P.12/31/13 � R/W— _-- _ THE STATE Oc- C.4LJF0RNIA OR ITS OFFJCERS Prop N' CITY OF F ON T A N A -_ — - — - - _ - - - - -- oa acENrs sHa« NOT aE RESPONSIeZE FOR s,4 c t v i L lP s — INTERIM LYTLE CREEK / COPEs OFAr,5 RTANP,vEEiEss OF E EcraoNlc reoF A oar ----- -----,NORTH Rd PROJECT HAWK-- LIN CONSULTING, INC.TFCITNTANA, OF FONTANA \ ER-CRAWF�RD CHANNEL D2 16IAMOND E.-0DR., 91765 27SIERRA 92335AVENUE ACCESS ROAD BY OTHERS SEE CITY OF FONTANA INTERIM -LYTLE CREEK Rd PROJECT ABANDONED = _ LYTLE CREEK Rd _ _ _ _ _ _ L YTLE CREEK Rd d Exist PP# 4640061E 3 _ \ \ L � Prop CALTRANS R/W 0 X M a � C= Ln 2"C, 2#2, 2#8, 2#10,-\ W1#2 BARE G z Z u � � Prop Ret WALL � SCE PULL BOX I � _ — x SERVICE CABINET Exist CAI -TRANS R/W LOCATION AT STA 600+75/v (^� 2"C, 2#2, 2#8, 2#10, 1#2 BARE G�� x-16 1 uj O• - -- --- _= -- - 51 75 6 a N Z 574 5 w -- o W J l%1 a � Z 0 X J a U 0 w N BORDER LAST REVISED 7/2/2010 USERNAME => USER DGN FILE => E-03 (romp IightIng) .DGN �g'11 LOL SB ENTRANCE RAMP "R-1" LINE EE DETAIL ''A'' 2"C, 2#2 (HIGHWAY LIGHTING) 2#8 (SIGN LIGHTING] 2#10 (TEST SWITCH) 1#2 BARE G THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I i i I i I INV J\.HLL 4� 2"C, MT (RAMP METERING) (TRAFFIC SIGNAL) (CCTV) 12#2, 2#8, 0, 1#2 BARE G LIGHTING AND SIGN ILLUMINATION SCALE. 1" = 50' E-3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 / vl Cb LOL SB EXIT RAMP y 'R-4" LINE v g P <V EE DETAIL ''A'' 2"C, 2#2 (HIGHWAY LIGHTING) 2#8 (SIGN LIGHTING] 2#10 (TEST SWITCH) 1#2 BARE G THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I i i I i I INV J\.HLL 4� 2"C, MT (RAMP METERING) (TRAFFIC SIGNAL) (CCTV) 12#2, 2#8, 0, 1#2 BARE G LIGHTING AND SIGN ILLUMINATION SCALE. 1" = 50' E-3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 I X 575 6 7 8 Dist COUNTY I ROUTE TOTAL PROJECT IJ No. SHEETS 08 SBd 15 9.82/11.94 182 310 P, C d --c 6/20/12 hx Q�'oFESSLo REGISTERED CIVIL ENGINEER DATE �a Nqt � F — -- - WILLIAM SUN o a JUNE 22, zolz C57664 W12/31/13 On FBF PLANS APPROVAL DATE A Exp. `� �`S/., C7 `C_ -�.,,, THE STATE OF CAL/FORNTA OR ITS OFFICERS p y> OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp4r C I V IL lP THE ACCURACY OR COMPLETENESS OF ELECTRONIC F LOL NB ENTRANCE ''R-3" \ _ _ of �qLippP� COPIES OF THIS PLAN SHEET. I 41, LIN CONSULTING, INC. CITY OF FONTANA y"'= 21660 E. COPLEY DR., #270 DIAMOND BAR, CA 91765 8353 SIERRA AVENUE FONTANA,.CA 92335 N -J w_ LCL NB EXIT RAMP O�i OJ OUTE--1 ROUTE-1-5- �� A�r 9 580 1 -- 2 9 �� A ��4 585 6 7 �w Lu 575 p ` z — -- - o a On FBF LOL NB ENTRANCE ''R-3" I 41, RAMP LINE y"'= N -J w_ LCL NB EXIT RAMP O�i "R-2" LINE �� A�r �w Lu 575 p ` Z om } =w �� 2''C, 2#4, 2#8, 2#10, 5 w a �w m w Z T WSJ A A � �1 �i 6�� ` 1#4 BARE G CP x LL —I O aw = 2 ✓( T Cq X O - _ D _� I � "C, 2#4 (HIGHWAY LIGHTING), 2 - S�9 3"C, MT � 2#8 (SIGN LIGHTIN6)� gro \` �2#10 (TEST SWITCH); �' \` N \ \ (RAMP METERING) I 1#4 BARE -G a _\ \ \ ,, // (TRAFFIC MONITORING SYSTEM) o ? ^ 2"Gf MT __ ' V � \ �� \ + i � J 3 (TRAFFIC MONITORING (RAMP METERING) 3", MT SYSTEM) (RAMP METERING) �' \ \ �`�� k�A,°\- / Exist % CALTRANS MONITORING SYSTEM)�'� � � � � � qo-` R/W z (TRAFFIC � I� � � = Prop CALTRANS R/W z "A" � \ Prop Ret Wall 543 _ \\ mak\ SEE DETAIL 2 Exist / _u PP# 4640052E 4 / --__��L.CREE LYT K Rd EgST — — A FH uj — 3"C, 2#4 (HIGHWAY LIGHTING), — — -- --------__-- - � - -- — 3"C 2#4 (HIGHWAY LIGHTING) 9 N a a I 2#8 (SIGN LIGHTING), 2#10 (TEST SWITCH) 9 i 2#8(SIGN LIGHTING), 20(TESTSWITCH), 0 1#4 BARE G /' 1#4 BARE G M M ^ ^ Q I 2 � w� Q= I 2"C, 2#4 (HIGHWAY LIGHTING), LIGHTING A N D SIGN ~ H a00 s x 2#10( SIGN (TESTL SWITC )),9< ILLUMINATION W o0 1#4 BARE G DETAIL 'A" SCALE: 1" = 50' o w NO SCALE C w E — `� o �~„ THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. a o O BORDER LAST REVISED 7/2/2010 USERNAME => USER- DGN FILE => E-04(romp I Ighting).DGN RELATIVE BORDER SCALE 0 IS IN INCHES I I 2 3 I I I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd �159.82/11.94 183 310 (� C - 6/20/12 e ROFess 1oN REGISTERED CIVIL ENGINEER DATE a q� WILLIAM SUN .II INF 99 gni 9 No C57664 Exp.2/31/13 a srCIVIL c 4T f OF CAL1� FONTANA MA AVENUE CA 92335 a BORDER LAST REVISED 7/2/2010 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME=>_USER_ RELATIVE BORDER SCALE O 1 2 UNIT 2232 DCN FILE => Z:AP9364-1-15 Duncan Canyon Rd., FontanaADesignASheets\E-05(ramp lighting).DGN IS IN INCHES I O In Ln W 10z J I W H W W W F- 0 O Ir W W W N Z J 2 U a cv 0 om cv •• �N cv � 00 w w SIGNa a )N a� SCALE: 1" = 50" 7, o0 PROJECT NUMBER & PHASE wo E-5 �o 0800000237 x X o r z � ul) a Prop CALTRANS R/W S -15A 5-515 ES -15 2 -ISL SC1 203 Exist CALTRANS R/W STA 600+47 "R-4" LINE —--—--—--——--—-- w m —--———-------- w - ------- - — LArL GREEK�a — -- - -- --- - - X o SIGN G --- 1 #4,j BARE G /?#49 — O BARE G SEE SHEET > Ln — — _ PD -5, S-6 -- - eL/- w + — — — — AND SD -6 N rn - - - -- -- Ln -- -- Z 600 --_-!_ --- ------ ---------- z w — ---- — — — - — —� O — InZ LOL SB EXIT RAMP I --- ----- ---- - --- -- -- ---- �� w a _ I J _ 1 -- ---- -- --- _ --- —. — ----- -- -- -- _ LINE ZJ w -—_.--_-----.--�___— - _ -- -- -. — -- — 3 Ln 3"C, 2#4, 2#8, 2#10, 1#4 BARE G — — ------ -- - -_ -- - — Z w C_ ROUTE 1 5---- -- ----- Ln 600 1 3 4 - - — — -- - -- - -- O 6 7- ----------------- -- w LOL-NB -EN-TRANCE _RAMP _ - --- --- -- - _ "R - 3" L I -N E -- - -- - - - -- — — - 610 z_ — -- ---- --_--_ - O ; I I - -- a < 2"C, 2#4, 2#8, I ----- gT 7 2#10, 1#4 BARE G — 0 111111 T171111millim-fm - 205 204 ��lxst ui STA 600+02 STA 602+02 ROUTE 15 CAL TRANS R/W ROUTE 15 Q a 2"C, 2#4, 248, 0 2#10, 1#4 BARE G a � x J U O w V' V THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME =>-USER- DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana \Design\Sheets\E-06(ramp Iighting).DGN RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES I I i I UNIT 2232 Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 184 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF TH,5 PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 LIGHTING AND SIGN ILLUMINATION SCALE: 1" = 50' E-6 PROJECT NUMBER & PHASE 0800000237 � ROUTE 15 om > w m a� o JZ w W Y U� U ` J W 1 Q W S V `C0~�`V x O L L Stipp �n rLp O SIGN G 203 170W TYPE SC1 SIGN CONTROL 2#8 (SIGN LIGHTING) 2#8 (SIGN LIGHTING) 2#2 � TYPE SCI SIGN CONTROI r2#2 2 UNIT 2232 I i I Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd �159.82/11.94 185 310 � C �(C 6/20/12 e ROFess 1oN REGISTERED CIVIL ENGINEER DATE a qT WILLIAM SUN JUNE 22, 2012 No C57664 PLANS APPROVAL DATE { Exp.12/31/13 THE STATE OF CAUFOFNIA OR /TS OFFICERS 12/31/13 OR AGENTS SHALL NOT BE- FOF sp CIVIL p THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4TF OF CAL 1F COPIES OF THIS PLAN SHEET, LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR. #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 a cv �o o� cv o cv � LIGHTING AND SIGN ILLUMINATION a a (WIRING DIAGRAMS) NO SCALE Tso E-7 PROJECT NUMBER & PHASE 0800000237 J a Z U) SIGN C Q a 170W3 z o n 1031 TYPE SC1 SIGN CONTROLca- Ln � z a i u a 0 101 Z J � J o LEGEND: (FOR THIS SHEET ONLY) NEW CONDUCTOR a® z f81 310 WATTS HPS LUMINAIRE 0 Z • SPLICE X J a Q H PROPOSED SIGN ILLUMINATION J W THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. BORDER LAST REVISED 7/2/2010 W Z RELATIVE BORDER SCALE a 1 IS IN INCHES I 0 2#8 2#8 (SIGN LIGHTING) 2#2 � TYPE SCI SIGN CONTROI r2#2 2 UNIT 2232 I i I Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd �159.82/11.94 185 310 � C �(C 6/20/12 e ROFess 1oN REGISTERED CIVIL ENGINEER DATE a qT WILLIAM SUN JUNE 22, 2012 No C57664 PLANS APPROVAL DATE { Exp.12/31/13 THE STATE OF CAUFOFNIA OR /TS OFFICERS 12/31/13 OR AGENTS SHALL NOT BE- FOF sp CIVIL p THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4TF OF CAL 1F COPIES OF THIS PLAN SHEET, LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR. #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 a cv �o o� cv o cv � LIGHTING AND SIGN ILLUMINATION a a (WIRING DIAGRAMS) NO SCALE Tso E-7 PROJECT NUMBER & PHASE 0800000237 0 SIGN C x a 170W3 C= 1031 TYPE SC1 SIGN CONTROLca- Ln z a 0 z a cl o LEGEND: (FOR THIS SHEET ONLY) NEW CONDUCTOR a® z f81 310 WATTS HPS LUMINAIRE 0 • SPLICE X J a PROPOSED SIGN ILLUMINATION F-1 SIGN CONTROL W THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME=>_USER_ DGN FILE => Z:\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-07(romp lighting wiring diagram).dgn RELATIVE BORDER SCALE a 1 IS IN INCHES I 2#8 (SIGN LIGHTING) 2#2 � TYPE SCI SIGN CONTROI r2#2 2 UNIT 2232 I i I Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd �159.82/11.94 185 310 � C �(C 6/20/12 e ROFess 1oN REGISTERED CIVIL ENGINEER DATE a qT WILLIAM SUN JUNE 22, 2012 No C57664 PLANS APPROVAL DATE { Exp.12/31/13 THE STATE OF CAUFOFNIA OR /TS OFFICERS 12/31/13 OR AGENTS SHALL NOT BE- FOF sp CIVIL p THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4TF OF CAL 1F COPIES OF THIS PLAN SHEET, LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR. #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 a cv �o o� cv o cv � LIGHTING AND SIGN ILLUMINATION a a (WIRING DIAGRAMS) NO SCALE Tso E-7 PROJECT NUMBER & PHASE 0800000237 x x PROJECT NOTES: (THIS SHEET ONLY) 11 INSTALL STATE -FURNISHED TYPE 332 CABINET WITH MODEL 2070L CONTROLLER ASSEMBLY WITH MODULE 6A. INSTALL STATE FURNISHED BATTERY BACKUP SYSTEM ALONG WITH CONTRACTOR FURNISHED CABINET AND BATTERIES PER SPECIFICATIONS. INSTALL STATE -FURNISHED MODEL 170E CONTROLLER WITH MODEL 400 MODEM AND GPS CLOCK (UTB) WITH ALL ACCESSORIES AS MASTER WITH LAN EXTENDER, ETHERNET SWITCH, RS -232 SERIAL CABLE, ETHERNET TO SERIAL CONVERTER AND CAT 5E CABLE (FOR COMMUNICATIONS BACK TO DISTRICT OFFICE). SEE SHEETS E-41 TO E-43 FOR BBS DETAILS. 2❑ FOR INSTALLATION OF 120/240 V TYPE III -CF SERVICE EQUIPMENT ENCLOSURE CABINET, SEE LIGHTING AND SIGN ILLUMINATION PLAN ON SHEET E-3 FOR DETAILS. 13 INSTALL PRE -FORMED LOOPS. F4 INSTALL SIGN ON SIGNAL POLE AS SHOWN. F5 INSTALL SIGN ON SIGNAL MAST ARM AS SHOWN. cr w / I,- — — I J z --_ Z N — 0 598 U Q Z J J w 3 ------------------ 212U -- 2I2L 0 x a 1/2"C, 2 -DLC r - CD 0 w PROPOSED PHASE DIAGRAM a om w r m 04 \•6J3L 0 NOT USED 05 a� � 08 NOT NOT NOT D Y USED USED cr aw V D = V x 0 -- — / cr w / I,- — — I J z --_ Z N — 0 598 U Q Z J J w 3 ------------------ 212U -- 2I2L 0 x a 1/2"C, 2 -DLC r - CD 0 w PROPOSED PHASE DIAGRAM a I 1 %2"C, 3 -DLC / ^ J © INSTALL ROTATING POLE. SEE SHEETS E-12 TO E-16 FOR DETAILS. i v INSTALL 1-6PR#19 SIC CONNECTING FROM 170E CONTROLLER (SHEET E-8) TO CONTROLLER AT SOUTHEAST QUADRANT OF DUNCAN CANYON ROAD/1-15 NB OFF RAMP (APPROX 1000 FEET)(SHEET E-10). SIC SHALL BE NOT BE SPLICED. ® FOR REFERENCE ONLY. INSTALLED AS PART OF LIGHTING AND SIGN ILLUMINATION PLANS. 9. PER SPECIFICATIONS, CONTRACTOR SHALL OBTAIN BBS SYSTEM AND FOUNDATION DETAILS FROM CALTRANS.Cp ^ ^ 11/2"C, 3 -DLC/ \ J O � m / ` Y 1'/2"C, 4 -DLC / o co co o 3 F V) n /6 f / 12---------- o, 285' DUNCAN CANYON Rd TO _ �2 01 02 03 04 \•6J3L 0 NOT USED 05 06 f i 07 08 NOT NOT NOT USED USED USED cr o x J a o I 1 %2"C, 3 -DLC / ^ J © INSTALL ROTATING POLE. SEE SHEETS E-12 TO E-16 FOR DETAILS. i v INSTALL 1-6PR#19 SIC CONNECTING FROM 170E CONTROLLER (SHEET E-8) TO CONTROLLER AT SOUTHEAST QUADRANT OF DUNCAN CANYON ROAD/1-15 NB OFF RAMP (APPROX 1000 FEET)(SHEET E-10). SIC SHALL BE NOT BE SPLICED. ® FOR REFERENCE ONLY. INSTALLED AS PART OF LIGHTING AND SIGN ILLUMINATION PLANS. 9. PER SPECIFICATIONS, CONTRACTOR SHALL OBTAIN BBS SYSTEM AND FOUNDATION DETAILS FROM CALTRANS.Cp ^ ^ 11/2"C, 3 -DLC/ \ J O � m / ` Y 1'/2"C, 4 -DLC / o co co o 3 F V) n /6 f / 12---------- o, 285' DUNCAN CANYON Rd TO _ �2 01 02 03 04 \•6J3L — i NOT USED 05 06 f i 07 08 NOT NOT NOT USED USED USED LIMIT LINE 600 28' 12' 213L 2I3U — 14 2I3U 12' 1F 2IlOU 1'/2"C, 3 -DLC 214L � Aml 06 2 6 R9 -3a 6J10U R9 -3b R9- a 06 PER STANDARD: R9 3b 4 PLAN ES -4E 5 R73-6(CA) PER STANDARD PLAN ES -4E R61-15(CA) 1 �© 1% `.tiUkY10-04M R9 -3a R9 -3b 0 Z 0 P, Dist COUNTY I ROUTE ITOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 1861 310 C d --c 6/20/12 Q�oFESSLON REGISTERED CIVIL ENGINEER DATE o q� - WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFJCERS V Exp. # 09 AGENTS SHALL NOT 5f RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COP/ES OF TN/S PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 1/2"C, 2 -DLC 140' TO LIMIT LINE I 4 R3-1 �Op 1/2"C, 3 -DLC 8 6J 3U 121 6J4U 1 \•6J3L 12' R9 -3F] — R9 12' 1 2"C, 1-6PR#19 TO CONTROLLER AT'' SE CORNER OF DUNCAN CANYON ROAD/1-15 NB OFF RAMP (APPROX. 1000 FEET), INSTALL TRAFFIC PULLBOX AT 200 FEET INTERVALS. 5 PULL BOXES TOTAL LIMIT LINE 1� 1 0' � 10 , 6'"10' 6' 1 5' 6-l_ 30' .� 0 TYPICAL DETECTOR LOOP PLACEMENT 1 290' TO LIMIT LINE 6J2L 6J2U N O O M N •• \m N Q 00 00 00 SIGNAL AND LIGHTING, EMERGENCY VEHICLE DETECTOR SYSTEM 00 (LOCATION 1) �o SCALE 1"= 20' N THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. E - H a o USERNAME => -USER- RELATIVE BORDER SCALE 0 1 2 3 BORDER LAST REVISED 7/2/2010 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-08(traffic signal).dgn IS IN INCHES I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x W CONDUIT AND CONDUCTOR SCHEDULE CABLEtULE z t PPBPOLE 0 LOCATION MN • • � HPS x R.S.N.S. Most ARROW 0 B C Type Sig M.A. Lum M.A. Arm Pole MTG LUM a 29-5-100 F50' 12' MAS SV -1-T SP -1-T - - 20OW 20 - 5.5 I-15 Fwy OB PPB POST 0 - - - - 6 1 - 39 - 6.9 - C4]WE —0.00 SEEMII/IIIII/I/II 15TS - 12' H - - 6 -- 20OW 21 - a - OD 15TS W 12' - SV -1-T O - - 20OW a 12 - - z 19-4-100 25' 12' cr SV -1-T SP -1-T - 0 20OW - - 7.3 1-15 Fwy -- OF x - - - TV -1-T - 2 ---- IN- - - 17 - - OG 26-4-100 45' 12' O SV -1-T - W CONDUIT AND CONDUCTOR SCHEDULE CABLEtULE STANDARD t PPBPOLE LOCATION MN • • MMMMMMMMMMMMM HPS (ft) R.S.N.S. Most ARROW A B C Type Sig M.A. Lum M.A. Arm Pole MTG LUM O 29-5-100 F50' 12' MAS SV -1-T SP -1-T - - 20OW 20 - 5.5 I-15 Fwy OB PPB POST - - - - - 6 1 - 39 - 6.9 - C4]WE —0.00 SEEMII/IIIII/I/II 15TS - 12' - - - 6 -- 20OW 21 - - - OD 15TS - 12' - SV -1-T SP -1-T - - 20OW - 12 - - OE 19-4-100 25' 12' MAS SV -1-T SP -1-T - - 20OW - - 7.3 1-15 Fwy -- OF 1-A - - - TV -1-T - 2 ---- IN- - - 17 - - OG 26-4-100 45' 12' MAS SV -1-T - - - 20OW 28 - - Duncan Canyon Rd OH PPB POST - - - - - 2 f— - 25 SIGNAL SERVICE 11.2 - OI 1-A - - - TV -2-T SP -1-T - - - 2.5 - - - OJ 1-A - - - TV -1-T - - - - 26 - - - OK 15 -SB - 12' - - - - - 20OW - 1150 - - CONDUIT SIZE ALL CONDUITS, CONDUCTORS, CABLES, AND DLC ARE NEW UNLESS OTHERWISE NOTED. * = SEE PROJECT NOTE 1-81 POLE AND EQUIPMENT SCHEDULE ALL EQUIPMENT ARE NEW UNLESS OTHERWISE NOTED N BORDER LAST REVISED 7/2/2010 USERNAME => USER DGN FILE => Z:\P9364-1-15 Duncan Canyon Rd., Fontana \Design\Sheets\E-09(traffic signaI).dgn RELATIVE BORDER SCALE IS IN INCHES BCR U W Note: "C" SHALL BE 3' UNLESS OTHERWISE NOTED POLE LOCATION (NO SCALE) Dist COUNTY I ROUTE ITOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 187 310 �/ C d --c 6/20/12 Q�oFEssloN REGISTERED CIVIL ENGINEER DATE o s� WILLIAM SUN i JUNE 22, 2012No. C57664 PLANS APPROVAL DATE w A ��, �m THE STATE OF CALIFORNIA OR ITS OFF/CERS Exp.l2/31/13 OR AGENTS SHALL NOT 5f RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of �gLippP�� COPIES OF TH/S PLAN SHEET. LIN CONSULTING, INC.CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 GENERAL NOTES: (FOR SHEET E-8 ONLY) 1. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. CONTRACTOR SHALL HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT 800/422-4133, TWO WORKING DAYS BEFORE DIGGING. 2. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO CALTRANS STANDARD PLANS DATED MAY 2006 AND CALTRANS STANDARD SPECIFICATION DATED MAY 2006, THE SPECIAL PROVISIONS, OR AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL ARRANGE TO HAVE A SIGNAL TECHNICIAN, QUALIFIED TO WORK ON THE CONTROLLER UNIT AND EMPLOYED BY THE CONTROLLER MANUFACTURER OR HIS REPRESENTATIVE PRESENT AT THE TIME WHEN THE EQUIPMENT IS TURNED ON. 4. ELECTRICAL OPERATIONS (909-383-6427) SHALL BE NOTIFIED AT LEAST 14 DAYS IN ADVANCE OF THE ANTICIPATED WORK COMPLETION. PLEASE CONFIRM THIS NUMBER WITH THE PERMIT ENGINEER AT THE COMMENCEMENT OF 14 -DAY PERIOD. 5. POLE LOCATION SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. SIGNAL AND LIGHTING, EMERGENCY VEHICLE DETECTOR (LOCATION 1) NO SCALE ° UNIT 2232 I i I i I i I PROJECT NUMBER & PHASE SYSTEM E-9 0800000237 STANDARD VEH SIG MTG PPBPOLE LOCATION NO. PED SIG HPS (ft) R.S.N.S. Most ARROW A B C Type Sig M.A. Lum M.A. Arm Pole MTG LUM O 29-5-100 F50' 12' MAS SV -1-T SP -1-T - - 20OW 20 - 5.5 I-15 Fwy OB PPB POST - - - - - 6 1 - 39 - 6.9 - OC 15TS - 12' - - - 6 -- 20OW 21 - - - OD 15TS - 12' - SV -1-T SP -1-T - - 20OW - 12 - - OE 19-4-100 25' 12' MAS SV -1-T SP -1-T - - 20OW - - 7.3 1-15 Fwy -- OF 1-A - - - TV -1-T - 2 ---- IN- - - 17 - - OG 26-4-100 45' 12' MAS SV -1-T - - - 20OW 28 - - Duncan Canyon Rd OH PPB POST - - - - - 2 f— - 25 - 11.2 - OI 1-A - - - TV -2-T SP -1-T - - - 2.5 - - - OJ 1-A - - - TV -1-T - - - - 26 - - - OK 15 -SB - 12' - - - - - 20OW - 1150 - - ALL EQUIPMENT ARE NEW UNLESS OTHERWISE NOTED N BORDER LAST REVISED 7/2/2010 USERNAME => USER DGN FILE => Z:\P9364-1-15 Duncan Canyon Rd., Fontana \Design\Sheets\E-09(traffic signaI).dgn RELATIVE BORDER SCALE IS IN INCHES BCR U W Note: "C" SHALL BE 3' UNLESS OTHERWISE NOTED POLE LOCATION (NO SCALE) Dist COUNTY I ROUTE ITOTAL PROJECT No. SHEET 08 SBd 15 9.82/11.94 187 310 �/ C d --c 6/20/12 Q�oFEssloN REGISTERED CIVIL ENGINEER DATE o s� WILLIAM SUN i JUNE 22, 2012No. C57664 PLANS APPROVAL DATE w A ��, �m THE STATE OF CALIFORNIA OR ITS OFF/CERS Exp.l2/31/13 OR AGENTS SHALL NOT 5f RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of �gLippP�� COPIES OF TH/S PLAN SHEET. LIN CONSULTING, INC.CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 GENERAL NOTES: (FOR SHEET E-8 ONLY) 1. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. CONTRACTOR SHALL HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT 800/422-4133, TWO WORKING DAYS BEFORE DIGGING. 2. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO CALTRANS STANDARD PLANS DATED MAY 2006 AND CALTRANS STANDARD SPECIFICATION DATED MAY 2006, THE SPECIAL PROVISIONS, OR AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL ARRANGE TO HAVE A SIGNAL TECHNICIAN, QUALIFIED TO WORK ON THE CONTROLLER UNIT AND EMPLOYED BY THE CONTROLLER MANUFACTURER OR HIS REPRESENTATIVE PRESENT AT THE TIME WHEN THE EQUIPMENT IS TURNED ON. 4. ELECTRICAL OPERATIONS (909-383-6427) SHALL BE NOTIFIED AT LEAST 14 DAYS IN ADVANCE OF THE ANTICIPATED WORK COMPLETION. PLEASE CONFIRM THIS NUMBER WITH THE PERMIT ENGINEER AT THE COMMENCEMENT OF 14 -DAY PERIOD. 5. POLE LOCATION SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. SIGNAL AND LIGHTING, EMERGENCY VEHICLE DETECTOR (LOCATION 1) NO SCALE ° UNIT 2232 I i I i I i I PROJECT NUMBER & PHASE SYSTEM E-9 0800000237 x x PROJECT NOTES: (THIS SHEET ONLY) 1❑ INSTALL STATE -FURNISHED TYPE 332 CABINET WITH MODEL 2070L CONTROLLER ASSEMBLY WITH MODULE 6A. INSTALL STATE FURNISHED BATTERY BACKUP SYSTEM ALONG WITH CONTRACTOR FURNISHED CABINET AND BATTERIES PER SPECIFICATIONS. SEE SHEETS E-41 TO E-43 FOR BBS DETAILS. 2❑ FOR INSTALLATION OF 120/240 V TYPE III -CF SERVICE EQUIPMENT ENCLOSURE CABINET, SEE LIGHTING AND SIGN ILLUMINATION PLAN ON SHEET E-4 FOR DETAILS. F3 INSTALL ROTATING POLE. SEE SHEETS E-12 TO E-16 FOR DETAILS. 4] INSTALL PRE -FORMED LOOPS. ❑5 INSTALL SIGN ON SIGNAL MAST ARM AS SHOWN. © INSTALL SIGN ON SIGNAL POLE AS SHOWN. F7 INSTALL 1-6PR#19 SIC CONNECTING FROM CONTROLLER (SHEET E-10) TO CONTROLLER AT SOUTHEAST QUADRANT OF DUNCAN CANYON ROAD/1-15 SB ON RAMP (APPROX 1000 FEET)(SHEET E-8). SIC SHALL NOT BE SPLICED. 4 8' R9 -3a 12' R9-3ab 12' DUNCAN CANYON Rd 102, (1 5J9U �5J1U�� x0 I om I,I } m L3�V 2I3U 12' 213E NOT — NOT NOT USED r'n � 2I2L — -- 2 4 8' R9 -3a 12' R9-3ab 12' DUNCAN CANYON Rd 102, (1 5J9U �5J1U�� x0 I om I,I } m L3�V 2I3U 12' 213E NOT — NOT NOT USED a� � 2I2L — -- 2 05 Jz D� W Y /~ 213U 214 U` __Q N NOT // 8 Cn F-- 2 14 !o a I,, V D V o 4 8' R9 -3a 12' R9-3ab 12' DUNCAN CANYON Rd 102, (1 5J9U �5J1U�� x0 z 03 L3�V 2I3U 12' 213E NOT — NOT NOT USED > cr� USED 2I2L — -- 2 05 06 07 /~ 213U 214 U` __Q N NOT // 8 Cn F-- 2 14 !o J z o 0 r U z m Q J 11/2"C, 3 -DLC 140' TO Z! H 3 LIMITT LE Z 21/DLC a 285' TO p O - LIMIT LINE 2"C, 1-6PR#19 TO CONTROLLER AT SOUTHEAST CORNER OF DUNCAN CANYON ROAD/1-15 SB ON RAMP i MA 6 �, co 6P 08 �� O8� 5 � DETAIL "B"05 PER STANDARD PLAN ES -4E 33-18 611OL1 SEE DETAIL "A" PER STANDARD PLAN ES -4E 612 05 R3-4 5 PER STANDARD PLAN ES -4E 02 9-3a 6 R9 -3b 6 R9 -3a fd2P R9 -3b 6 3 — -02P2 - (APPROX 1000 FEET), INSTALL TRAFFIC PULLBOX u u u 08 �� U AT 200 FEET INTERVALS, 5 PULLBOXES TOTAL Z Y x ® FOR REFERENCE ONLY. INSTALLED AS PART OF LIGHTING AND SIGN co co ILLUMINATION PLAN. Ily _o / PER SPECIFICATIONS CONTRACTOR SHALL OBTAIN BBS SYSTEM AND o o ! `� CO 9. 9co 1 FOUNDATION DETAILS FROM CALTRANS. ^ �� ! 4/DL2. C BORDER LAST REVISED 7/2/2010 PROPOSED PHASE DIAGRAM 01 z 03 04 NOT — NOT NOT USED USED USED 05 06 07 08 0 NOT !o USED o % co H a p O 0 GO z 0 x J Q U O W J.` N u' BORDER LAST REVISED 7/2/2010 PROPOSED PHASE DIAGRAM 01 02 03 04 NOT — NOT NOT USED USED USED 05 06 07 08 NOT !o USED o USERNAME => USER DGN FILE => E-10(traffic signal) / lJ U/ O (T) \�1�/2"C, 3 -DLC THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE Q 1 IS IN INCHES I I t MIT LINE 10' 10' 15' 6' 30' 6' TYPICAL DETECTOR LOOP PLACEMENT 140' TO n R9 -3a R9 -3b LIMIT LIP INSTALL 6'X8' OLOOPS (TYP) 1 /2"C, D 3 -DLC �. 6 ti - — - — — - — - — - ------- r 1u . 16J 1 OU 15' 4' I 6J4L 12' 6J4U 14' I 61 3 ' 4 14' 1 2 R Y G Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 188 310 �/ C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� WILLIAM SUN JUNE 22, 2012 2 No. C57664 PLANS APPROVAL DATE '� A �m THE STATE OF CAL/FORMA OR ITS OFF/CERS . Exp.12/31/13 OR AGENTS SHALL NOT 5f RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 285' TO LIMIT LINE 1/2 --Ce 2 -DLC D6J3- 6J2L 06J3L 6J2U 615 ONLY ONLY DETAIL "B" R61-36(mod.) SIGNAL AND LIGHTING, EMERGENCY VEHICLE DETECTOR SYSTEM (LOCATION 2) SCALE 1"= 20' E-10 I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 ! (T) !o o % co p O GO / lJ U/ O (T) \�1�/2"C, 3 -DLC THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE Q 1 IS IN INCHES I I t MIT LINE 10' 10' 15' 6' 30' 6' TYPICAL DETECTOR LOOP PLACEMENT 140' TO n R9 -3a R9 -3b LIMIT LIP INSTALL 6'X8' OLOOPS (TYP) 1 /2"C, D 3 -DLC �. 6 ti - — - — — - — - — - ------- r 1u . 16J 1 OU 15' 4' I 6J4L 12' 6J4U 14' I 61 3 ' 4 14' 1 2 R Y G Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 188 310 �/ C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� WILLIAM SUN JUNE 22, 2012 2 No. C57664 PLANS APPROVAL DATE '� A �m THE STATE OF CAL/FORMA OR ITS OFF/CERS . Exp.12/31/13 OR AGENTS SHALL NOT 5f RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 285' TO LIMIT LINE 1/2 --Ce 2 -DLC D6J3- 6J2L 06J3L 6J2U 615 ONLY ONLY DETAIL "B" R61-36(mod.) SIGNAL AND LIGHTING, EMERGENCY VEHICLE DETECTOR SYSTEM (LOCATION 2) SCALE 1"= 20' E-10 I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x x x a J J a CONDUIT AND CONDUCTOR SCHEDULE SCHEDULE CONDUITCABLE VEH SIG MTG PPBPOLE ®1 • ' MMMMMM0MMMMMM PED SIG HPS (ft) R.S.N.S. C0]• == VIA VIA III/IIIII%%II% ARROW A B C � � 9NEW ===IM Lum M.A. Arm Pole MTG LUM OA r/ro] 25' 12' MAS SV -1-T - - - 20OW 9 - - I-15 Fwy O 1-A - - - TV -1-T TP -1-T 6 - - 20 - - OC 26-4-100 35'* 12' MAS SV -1-T - - - 20OW 43 - - Duncan Canyon Rd OD 1-A - - - TV -2-T SP -1-T 6 10 - 17 - - - OE 29-5-100 F508 12' MAT MAS SV -1-T - - - 20OW 3 - - I-15 Fwy FO 1-A - - - - TP -1-T 2 ON - 23 - - - O 15TS - 12' - SV -1-T SIGNAL SERVICE 2 so 20OW - 6.5 - - O 1-A - - - TV -1-T - - - - 21.5 - - - IO 15 -SB - 12' SV -1-T - - - 20OW - 150 - - CONDUIT SIZE ALL CONDUITS, CONDUCTORS, CABLES, AND DLC ARE NEW UNLESS OTHERWISE NOTED * = SEE PROJECT NOTE 10 POLE AND EQUIPMENT SCHEDULE ALL EQUIPMENT ARE NEW UNLESS OTHERWISE NOTED * INSTALL SIGNAL MAST ARM AS INDICATED BORDER LAST REVISED 7/2/2010 USERNAME => USER DGN FILE => E-11(traffi Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 189 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 No. C57664 PLANS APPROVAL DATE w A �� Exp.12/31/13 �m THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR s"I CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 BCR w U W Note: "C" SHALL BE 3' UNLESS OTHERWISE NOTED POLE LOCATION (NO SCALE) GENERAL NOTES: (FOR SHEET E-10 ONLY) 1. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. CONTRACTOR SHALL HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT 800/422-4133, TWO WORKING DAYS BEFORE DIGGING. 2. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO CALTRANS STANDARD PLANS DATED MAY 2006 AND CALTRANS STANDARD SPECIFICATION DATED MAY 2006, THE SPECIAL PROVISIONS, OR AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL ARRANGE TO HAVE A SIGNAL TECHNICIAN, QUALIFIED TO WORK ON THE CONTROLLER UNIT AND EMPLOYED BY THE CONTROLLER MANUFACTURER OR HIS REPRESENTATIVE PRESENT AT THE TIME WHEN THE EQUIPMENT IS TURNED ON. 4. ELECTRICAL OPERATIONS (909-383-6427) SHALL BE NOTIFIED AT LEAST 14 DAYS IN ADVANCE OF THE ANTICIPATED WORK COMPLETION. PLEASE CONFIRM THIS NUMBER WITH THE PERMIT ENGINEER AT THE COMMENCEMENT OF 14 -DAY PERIOD. 5. POLE LOCATION SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. SIGNAL AND LIGHTING, EMERGENCY VEHICLE DETECTOR (LOCATION 2) NO SCALE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0 1 UNIT 2232 IS IN INCHES I I 1 I PROJECT NUMBER & PHASE SYSTEM E-11 0800000237 STANDARD VEH SIG MTG PPBPOLE LOCATION NO. PED SIG HPS (ft) R.S.N.S. Most ARROW A B C Type Sig M.A. Lum M.A. Arm Pole MTG LUM OA 19-4-100 25' 12' MAS SV -1-T - - - 20OW 9 - - I-15 Fwy O 1-A - - - TV -1-T TP -1-T 6 - - 20 - - OC 26-4-100 35'* 12' MAS SV -1-T - - - 20OW 43 - - Duncan Canyon Rd OD 1-A - - - TV -2-T SP -1-T 6 10 - 17 - - - OE 29-5-100 F508 12' MAT MAS SV -1-T - - - 20OW 3 - - I-15 Fwy FO 1-A - - - - TP -1-T 2 ON - 23 - - - O 15TS - 12' - SV -1-T SP -1-T 2 so 20OW - 6.5 - - O 1-A - - - TV -1-T - - - - 21.5 - - - IO 15 -SB - 12' SV -1-T - - - 20OW - 150 - - ALL EQUIPMENT ARE NEW UNLESS OTHERWISE NOTED * INSTALL SIGNAL MAST ARM AS INDICATED BORDER LAST REVISED 7/2/2010 USERNAME => USER DGN FILE => E-11(traffi Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 189 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 No. C57664 PLANS APPROVAL DATE w A �� Exp.12/31/13 �m THE STATE OF CALIFORNIA OR ITS OFF/CERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR s"I CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 BCR w U W Note: "C" SHALL BE 3' UNLESS OTHERWISE NOTED POLE LOCATION (NO SCALE) GENERAL NOTES: (FOR SHEET E-10 ONLY) 1. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. CONTRACTOR SHALL HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT 800/422-4133, TWO WORKING DAYS BEFORE DIGGING. 2. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO CALTRANS STANDARD PLANS DATED MAY 2006 AND CALTRANS STANDARD SPECIFICATION DATED MAY 2006, THE SPECIAL PROVISIONS, OR AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL ARRANGE TO HAVE A SIGNAL TECHNICIAN, QUALIFIED TO WORK ON THE CONTROLLER UNIT AND EMPLOYED BY THE CONTROLLER MANUFACTURER OR HIS REPRESENTATIVE PRESENT AT THE TIME WHEN THE EQUIPMENT IS TURNED ON. 4. ELECTRICAL OPERATIONS (909-383-6427) SHALL BE NOTIFIED AT LEAST 14 DAYS IN ADVANCE OF THE ANTICIPATED WORK COMPLETION. PLEASE CONFIRM THIS NUMBER WITH THE PERMIT ENGINEER AT THE COMMENCEMENT OF 14 -DAY PERIOD. 5. POLE LOCATION SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. SIGNAL AND LIGHTING, EMERGENCY VEHICLE DETECTOR (LOCATION 2) NO SCALE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0 1 UNIT 2232 IS IN INCHES I I 1 I PROJECT NUMBER & PHASE SYSTEM E-11 0800000237 x x z a Z 0 r M U Q Z J � J w 3 a z 0 x Q 0 z a 0 w a w O a �� 111- 1 Ln BORDER LAST REVISED 7/2/2010 6'-0" x 1'-10", 65 LBS, internally illuminated om w M Projected length <o street name sign q7ro J �C Pole underside required when Y IISNS shown on plans RSP m aw o ES -7C m 0 Det W N > x z o > w w w � E Projected length .0 CIDH Pile / o 0 foundation o F X w Dia 3'-6" ES -7M Sign �m o ES -7M Det S > x Det S o CO or Z v O O o aO } J Sign ES-7N / a DetES- O Det T 1 3 LBS 55 LBS e z a Z 0 r M U Q Z J � J w 3 a z 0 x Q 0 z a 0 w a w O a �� 111- 1 Ln BORDER LAST REVISED 7/2/2010 6'-0" x 1'-10", 65 LBS, internally illuminated om w <o street name sign q7ro J underside required when Y IISNS shown on plans m aw o PPB 0 N ES -7M x 0 M —Finished grade ES -7N .0 CIDH Pile o foundation m w Dia z a Z 0 r M U Q Z J � J w 3 a z 0 x Q 0 z a 0 w a w O a �� 111- 1 Ln BORDER LAST REVISED 7/2/2010 6'-0" x 1'-10", 65 LBS, internally illuminated street name sign q7ro '/2 NPS Coupling underside required when IISNS shown on plans m ES -7M ,o PPB 0 ES -7M Det F M —Finished grade ES -7N .0 CIDH Pile o foundation m a Dia TYPE 19-4-100 (MOD) Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 190 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BERESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 M Pro'ected Length Pole I � z I E projected length o rn F 12'-0 Min } ES -7C ~� Det W n o X x gt-7Q CL Sign—, } CO a /2 NPS Coupling underside � o Q required when IISNS ES -7N ES -7M shown on plans ES -7N o a O C4 Sign Det U Det S Q Det T 3 1'-0" 55 LBS 3 9 1'-0" a `� \ 1O 55 LBS 55 LBS I- Q 6'-0" x 1'-10", 65 LBS, I Mc*;on Internally illuminated J n street name sign O C ES -7M O Det F O ES -7M o m x o PPB O i Finished grade ES -7M Det F M TYPE 29-5-100 (MOD Notes: 1. Contractor shall submit the rotating pole plans, calculations and independent check for the fabricator to review as part of the shop plan process. The fabricator shall verify the design and calculations for the rotating pole. Contractor shall submit one set of shop plans along with calculations and independent check to the Engineer to be submitted to Jeff Woody at Caltrans Headquarters. 2. For details not shown see STANDARD PLANS and Miscellaneous Details sheet. STANDARD PLAN SHEET NO. DETAIL NO. THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME => -USER- RELATIVE BORDER SCALE 01 2 3 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-12(traffic signal detail).dgn IS IN INCHES I i i I i I Finished grade CIDH Pile foundation Dia a N � O N N •• \ ,n N N N •• 00 ww SIGNAL AND LIGHTING00 (ELECTRICAL DETAILS) NO SCALE o0 wo E-12 �o Qo UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x a N BORDER LAST REVISED 7/2/2010 M Projected length �—� Pole RSP ES -7C Det W z E Projected length / — F X 0 io N 3'-6" ES -7M C Sign M Det S> S } m o c s — O O 0 L � � C O Sign (ES -7N)( 0 a J DN et7U Det T e -0" x 1'-10", 65 LBS, ternal ly illuminated • ES -7M name sign ES -7M Det F 0 NPS Coupling 0 -iderside required when SNS shown on plans =O ES -7M ,o Finished grade 0ES-7M Det F CIDH Pile foundation TYPE 26-4-100 (MOD) PPB C v r O a) 0 Notes: 1. Contractor shall submit the rotating pole plans, calculations and independent check for the fabricator to review as part of the shop plan process. The fabricator shall verify the design and calculations for the rotating pole. Contractor shall submit one set of shop plans along with calculations and independent check to the Engineer to be submitted to Jeff Woody at Caltrans Headquarters. 2. For details not shown see STANDARD PLANS and Miscellaneous Details sheet. E�STANDARD PLAN SHEET N0. L DETAIL NO. THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME => -USER- RELATIVE BORDER SCALE 01 2 3 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-13(traffic signal detail).dgn IS IN INCHES IIIIII Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 191 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BERESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF TNIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 00 ww SIGNAL AND LIGHTING00 (ELECTRICAL DETAILS) oI NO SCALE o wo E-13 0 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x m 0 w > w STANDARD w Q 0 �/2'' X 2%4" SOCKET HEAD w CAP SCREW, WITH HEXNUT AND LOCK WASHER. H STAINLESS STEEL SCREW z AND NUT TO BE 100,000 PSI o � (8 REQUIRED) � � a J r PULLEY PLATE 3: SEE DETAIL R� �� CL POLE I DRILL AND TAP 1/4" 0 FINE THREADED HOLES, INSTALL ZERK FITTINGS ON EACH SIDE OF OUTER POLE 19 BELOW TOP OF POLE ADAPTER DRILL AND TAP 1/4"0 FINE THREADED HOLES, INSTALL ZERK FITTINGS ON EACH SIDE OF POLE CENTERED AT LOWER RING. iL II I om > 11111 I w a w POLE ADAPTER WINCH SUPPORT PLATE WELDED ASSEMBLY aW s, SEE DETAIL Q AND /2" X 23/4" SOCKET HEAD CAP TABLE II SCREW.STAINLESS STEEL SCREW TO x o BE 100,000 PSI (4 REQUIRED) Aui HAND HOLE z WINCH SHOWN I TWO POSITIC CD 0 w w H z a ZtA Q r m U Q Z J � J w 3 w x a a U z 0 0 w x Q N 0 z WINCH SHOWN I TWO POSITIC BORDER LAST REVISED 7/2/2010 I I � I ROTATING POLE ASSEMBLY (SOME FASTENERS NOT SHOWN) SECTION L -L SHOWING WINCH AND WINCH SUPPORT PLATE POSITION L DRILL "/32"0 8TODETAIL R TAL BOLT DIA +'/4" HOLE SEEFOR PATTERN 1 I4 TOTAL M M C SECTION L -L (BOLTS & NUTS NOT SHOWN) NOTES: OSEE SECTION M -M ON (ROTATING POLE ADAPTER FOR ASSEMBLY DETAILS 2) SHEETS. O FOR C DIMENSION SEE TABLE I. O FOR DETAILS NOT SHOWN SEE STANDARD PLANS DESIGN NOTE: TYPE 19-4-100 (MOD), TYPE 26-4-100 (MOD), TYPE 29-5-100 (MOD) USED AS ROTATING POLE. DESIGN: AASHTO SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS, DATED 2010 WIND LOADING: 100 MPH AASHTO 1. UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES. TOLERANCES ON: DECIMALS: X = ±1/69 XX = ±�'32" ANGLES: +20 2. WASHER ASSEMBLY CONSIST OF TWO FIBER, TWO FLAT AND LOCK WASHERS. 3. ALL STEEL MINIMUM YIELD STRENGTH= 50,000 PSI EXCEPT WHEN NOTED OTHERWISE. THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME => -USER- RELATIVE BORDER SCALE 02 3 UNIT 2232 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-14(traffic signal detail).dgn IS IN INCHES I 1 I I Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 192 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF TNIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 SIGNAL AND LIGHTING (ELECTRICAL DETAILS) NO SCALE E-14 PROJECT NUMBER & PHASE 0800000237 CD 0 z w H Q W O Q Z U= 0 w x J a U 0 w N BORDER LAST REVISED 7/2/2010 I I � I ROTATING POLE ASSEMBLY (SOME FASTENERS NOT SHOWN) SECTION L -L SHOWING WINCH AND WINCH SUPPORT PLATE POSITION L DRILL "/32"0 8TODETAIL R TAL BOLT DIA +'/4" HOLE SEEFOR PATTERN 1 I4 TOTAL M M C SECTION L -L (BOLTS & NUTS NOT SHOWN) NOTES: OSEE SECTION M -M ON (ROTATING POLE ADAPTER FOR ASSEMBLY DETAILS 2) SHEETS. O FOR C DIMENSION SEE TABLE I. O FOR DETAILS NOT SHOWN SEE STANDARD PLANS DESIGN NOTE: TYPE 19-4-100 (MOD), TYPE 26-4-100 (MOD), TYPE 29-5-100 (MOD) USED AS ROTATING POLE. DESIGN: AASHTO SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS, DATED 2010 WIND LOADING: 100 MPH AASHTO 1. UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES. TOLERANCES ON: DECIMALS: X = ±1/69 XX = ±�'32" ANGLES: +20 2. WASHER ASSEMBLY CONSIST OF TWO FIBER, TWO FLAT AND LOCK WASHERS. 3. ALL STEEL MINIMUM YIELD STRENGTH= 50,000 PSI EXCEPT WHEN NOTED OTHERWISE. THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME => -USER- RELATIVE BORDER SCALE 02 3 UNIT 2232 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-14(traffic signal detail).dgn IS IN INCHES I 1 I I Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 192 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF TNIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 SIGNAL AND LIGHTING (ELECTRICAL DETAILS) NO SCALE E-14 PROJECT NUMBER & PHASE 0800000237 x x Q N BORDER LAST REVISED 7/2/2010 DRILL AND TAP /2' 0 HOLES 4 TOTAL -� I 1 A � �-T A I 1 I 1 B A A 61/2„ --- -- -- - -- ------ C -- --C I 33/e„ I (BOLT 1 CIRCLE) B I I C I (4 TOTAL) (BOLT DIA+I/4") HOLES I (q TOTAL) (4 EA TOTAL) SECTION N -N SECTION P -P UPPER & LOWER PLATE TABLE I SIGNAL & LIGHTING STANDARD (MOD) UPPER & LOWER PLATE DIMENSIONS A B C 19-4-100 (MOD) 181/2" 10%4" 18" 26-4-100 (MOD) 221/2" 123/4" 18" 29-5-100 (MOD) 221/2" 12%4" 21" Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 193 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 17.0'' 1-0" THICK STEEL PLATE DRILL TO MATCH WINCH BOLD PATTERN (2 WINCH POSITIONS) THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME => -USER- RELATIVE BORDER SCALE 01 2 3 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-15(traffic signal detail).dgn IS IN INCHES I i i I i I /lb Yl ivy 4 PLACES (TO MATCH HOLE PATTERN IN UPPER PLATE) WINCH SUPPORT PLATE UNIT 2232 e N O O O N •• \r N N N •• O w w SIGNAL AND LIGHTING00 (ELECTRICAL DETAILS) NO SCALE o wo E-15 o lo PROJECT NUMBER & PHASE 0800000237 CL POLE DETAILS SYMMETRICAL ABOUT x om } w Jz W Y aw = V D U x O w w J Z a U) Q H < U Q Z J � J w 3 F - z a I Z o I x d Z I I CL POLE I i POLE WALL UPPER RING I I I I I I I POLE ADAPTER I WELDED ASSEMBLY I I I I I I I I I I I I I I LOWER RING I P DIA X Q HS BOLT WITH I HEX NUT AND TWO WASHERS I 4 TOTAL (SEE TABLE II) I I I I I ' I I I I I I I I I I I I I I I I I ANCHOR BOLT, WASHERS, I I NUT, AND LEVELING NUT FOR I I TYPE STANDARD USED 4 TOTAL z H uj d SECTION M -M BORDER LAST REVISED 7/2/2010 C[DH FOUNDATION H ROUND HSS A53 GR. B I OD AND J [D (SEE TABLE II) LOWER RING, STEEL, 1" X L ID X K MACHINE OD FOR CLEARANCE OF %16" TO ID OF STANDARD (SEE TABLE II) UPPER PLATE, STEEL N 4" X 611/z" HAND HOLE WITH I/z" X 2" REINFORCED RING P t LOWER PLATE, STEEL � POLE DETAILS SYMMETRICAL ABOUT I � POLE I STIFFENER RING, STEEL, I 1" X M ID X N OD I (SEE TABLE II) I I I %z" WALL x 30° CHAM 1 I/2 3.. t N DETAIL O POLE ADAPTER WELDED ASSEMBLY SEE SIGNAL AND LIGHTING (ELECTRICAL DETAILS) E-15 TABLE II Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 194 310 �/ = 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� WILLIAM SUN .- JUNE 22, 2012 " NO, C57664 PLANS APPROVAL DATE � 12/31/13 A THE STATE OF CAL/FORMA OR ITS OFFJCERS V Exp. >f OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of cnLiF°��P COP/ES OF TN/S PLAN SHEET. LIN CONSULTING, INC. OF FONTANA 21660 E. COPLEY DR.,]CITY 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 I/z" WIDE X I/q" DEEP GROOVE CHAMFER � /4 I/z'' X 450 I I/z0 X 11/q�� PIN POLE ADAPTOR WELDED ASSEMBLY I I PIPE HOLE PATTERN AND HOLES z BOLTS 2" H TO MATCH UPPER BASE PLATE J (ID) j L (ID) 0 N (ID) P C 19-4-100 (MOD) \ 103/4 x J 104 � 93/q�, ¢ X (TYP) 26-4-100 (MOD) 12" U 113/4�� 131/q�� 123/q,� 10Y4, I/2�� 0 X I/q'� DEEPHOLE 21/z.. W (TYP) 0 12" IN GROVE FOR PIN. INSERT 113/q" w __ _____ ___I__ PIN AND TACK WELD IN PLACE 21/2" J` N u' BORDER LAST REVISED 7/2/2010 C[DH FOUNDATION H ROUND HSS A53 GR. B I OD AND J [D (SEE TABLE II) LOWER RING, STEEL, 1" X L ID X K MACHINE OD FOR CLEARANCE OF %16" TO ID OF STANDARD (SEE TABLE II) UPPER PLATE, STEEL N 4" X 611/z" HAND HOLE WITH I/z" X 2" REINFORCED RING P t LOWER PLATE, STEEL � POLE DETAILS SYMMETRICAL ABOUT I � POLE I STIFFENER RING, STEEL, I 1" X M ID X N OD I (SEE TABLE II) I I I %z" WALL x 30° CHAM 1 I/2 3.. t N DETAIL O POLE ADAPTER WELDED ASSEMBLY SEE SIGNAL AND LIGHTING (ELECTRICAL DETAILS) E-15 TABLE II Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 194 310 �/ = 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� WILLIAM SUN .- JUNE 22, 2012 " NO, C57664 PLANS APPROVAL DATE � 12/31/13 A THE STATE OF CAL/FORMA OR ITS OFFJCERS V Exp. >f OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of cnLiF°��P COP/ES OF TN/S PLAN SHEET. LIN CONSULTING, INC. OF FONTANA 21660 E. COPLEY DR.,]CITY 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 I/z" WIDE X I/q" DEEP GROOVE CHAMFER � /4 I/z'' X 450 I I/z0 X 11/q�� PIN SIGNAL & LIGHTING POLE ADAPTOR WELDED ASSEMBLY I I PIPE HOLE PATTERN AND HOLES STIFFENER RING BOLTS 2" H TO MATCH UPPER BASE PLATE J (ID) j L (ID) M (ID) N (ID) P C 19-4-100 (MOD) \ 103/4 93/4 I � 104 � 93/q�, 2�� X (TYP) 26-4-100 (MOD) 12" I/z" 0 X 11/4" PIN -DRILL 113/4�� 131/q�� 123/q,� 10Y4, I/2�� 0 X I/q'� DEEPHOLE 21/z.. W (TYP) I 12" IN GROVE FOR PIN. INSERT 113/q" 131/4" __ _____ ___I__ PIN AND TACK WELD IN PLACE 21/2" 91/2 DRILL 17/32"QJ HOLE � I L FOR I/z"qj SOCKET � I T HEAD CAP SCREW, Z CORE BORED T/8"�iX I/z" DEEP TO MATCH HOLE PATTERN DRILLED ON �"--I---"- ' STANDARD BASE I Y T 1" THICK STEEL PLATE ARM AXIS DIRECTION OF TRAFFIC DETAIL R PULLEY PLATE TABLE III SIGNAL & LIGHTING POLE ADAPTOR WELDED ASSEMBLY STANDARD (MOD) PIPE LOWER RING STIFFENER RING BOLTS 2" H I (OD) J (ID) K (OD) L (ID) M (ID) N (ID) P Q 19-4-100 (MOD) 10 103/4 93/4 113/8 104 $Y4" 93/q�, 2�� 91/2 26-4-100 (MOD) 12" 123/4�� 113/4�� 131/q�� 123/q,� 10Y4, 11 Yq„ 21/z.. 91/z„ 29-5-100 (MOD) 12" 123/4" 113/q" 131/4" 12%4" 10%4" 113/q" 21/2" 91/2 OD=OUTSIDE DIAMETER ID=INSDIE DIAMETER THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME => -USER- RELATIVE BORDER SCALE 0 � 2 3 DGN FILE _> Z!\P9364-I-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-16(traffic signal detail).dgn I5 IN INCHES I i I i I i I SIGNAL & LIGHTING STANDARDS (MOD) PULLEY PLATE DIMENSIONS W Y Z 19-4-100 (MOD) 2" 8" 25" 13" 26-4-100 (MOD) 2" 91/z" 28" 15" 29-5-100 (MOD) 2" gl/z" 28" 15" 00 N N O M N •• \r N N N •• 00 SIGNAL AND LIGHTING as (ELECTRICAL DETAILS) NO SCALE � o0 wo E-16 �o Qo UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x CONDUCTOR AND CONDUIT SCHEDULE ALL CONDUITS, CONDUCTORS, AND CABLES ARE NEW UNLESS OTHERWISE NOTED * = SEE PROJECT NOTE9❑ PROJECT NOTES: (FOR SHEETS E-17 AND E-18 ONLY) ❑1 INSTALL NEW RAMP METER SIGNAL PER DETAIL "A" ON SHEET E-21. INSTALL STATE -FURNISHED TYPE 334 CABINET WITH MODEL 170 CONTROLLER ASSEMBLY ON NEW FOUNDATION. 3❑ FOR INSTALLATION OF 120/240 V TYPE III -CF SERVICE EQUIPMENT ENCLOSURE CABINET, SEE LIGHTING AND SIGN ILLUMINATION PLAN SHEET E-3 FOR DETAILS. INSTALL "METER ON" SIGN PER DETAIL "E" AND DETAIL "F" ON SHEET E-21. 5] INSTALL TYPE 28-5-100 STANDARD POLE WITH 50 FEET MAST ARM PER DETAIL "D" ON SHEET E-21. © INSTALL DETECTOR LOOPS PER DETAIL "B" ON SHEET E-21. 7❑ INSTALL R-89 SIGNS PER DETAIL "D" ON SHEET E-21. ® INSTALL MAINLINE LOOP PER DETAIL "G" ON SHEET E-21. 91 FOR REFERENCE ONLY. INSTALLED AS PART OF LIGHTING AND SIGN ILLUMINATION PLANS. 10. ALL TRAFFIC PULL BOXES SHALL BE TACK -WELD FOR WIRE THEFT PREVENTION. > - Exist CALTRANS R/W - -- Jz W o 7 r, 573 x o - 571 5 6(T) 5 570 w 9 -- -- 4 (T) - _.. 566 NcaNc -- - — — - - — _ - - - - -. 565 J z - _&u - S z N — O H m U Q z J (T) L C_ _FWTE _1_5 2 0 3 - - - a 565 6 7 8 9 570 1 (T) 2 3 4 575 -BG - I - _ O c ----- x 67 C= —5.68 - 1 I - a 5 r - -qui 569 (T) 1 Q - - . CD - - - - - W Q d W o Prop CALTRANS R/W Q z cr 0 x J Q U O W V' THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME => -USER- RELATIVE BORDER SCALE 0 2 3 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-17(ramp metering).DGN IS IN INCHES I i i I i I UNIT 2232 Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 195 310 ,�/ = C d --c 6/20/12 Q�,oFEss10 REGISTERED CIVIL ENGINEER DATE oq� - WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF TH,5 PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 �FONTANA, CA 92335 N •• N N N •• 0 0 RAMP METERING SYSTEM (LOCATION 1) O SCALE: 1" = 50" o wo E-17 0 PROJECT NUMBER & PHASE 0800000237 CONDUCTOR RUN mmmomommmmmmm RAMP SIGNAL MENEENEWEEMENEEN 0 00000000©000000© m :. • -. � aveavevaoveveveo •• • 0000000©00000000 ..- ovovevevevevevee � � 000000©©00000000 •' 000000©©00000000 SURVEILLIANCE (MAINLINE) ��mmOmm00000000 • 0000000©0©000000. • 0000000©0©00©©©0 • ��mm0®®0©00©©©0 CONDUIT SIZE ALL CONDUITS, CONDUCTORS, AND CABLES ARE NEW UNLESS OTHERWISE NOTED * = SEE PROJECT NOTE9❑ PROJECT NOTES: (FOR SHEETS E-17 AND E-18 ONLY) ❑1 INSTALL NEW RAMP METER SIGNAL PER DETAIL "A" ON SHEET E-21. INSTALL STATE -FURNISHED TYPE 334 CABINET WITH MODEL 170 CONTROLLER ASSEMBLY ON NEW FOUNDATION. 3❑ FOR INSTALLATION OF 120/240 V TYPE III -CF SERVICE EQUIPMENT ENCLOSURE CABINET, SEE LIGHTING AND SIGN ILLUMINATION PLAN SHEET E-3 FOR DETAILS. INSTALL "METER ON" SIGN PER DETAIL "E" AND DETAIL "F" ON SHEET E-21. 5] INSTALL TYPE 28-5-100 STANDARD POLE WITH 50 FEET MAST ARM PER DETAIL "D" ON SHEET E-21. © INSTALL DETECTOR LOOPS PER DETAIL "B" ON SHEET E-21. 7❑ INSTALL R-89 SIGNS PER DETAIL "D" ON SHEET E-21. ® INSTALL MAINLINE LOOP PER DETAIL "G" ON SHEET E-21. 91 FOR REFERENCE ONLY. INSTALLED AS PART OF LIGHTING AND SIGN ILLUMINATION PLANS. 10. ALL TRAFFIC PULL BOXES SHALL BE TACK -WELD FOR WIRE THEFT PREVENTION. > - Exist CALTRANS R/W - -- Jz W o 7 r, 573 x o - 571 5 6(T) 5 570 w 9 -- -- 4 (T) - _.. 566 NcaNc -- - — — - - — _ - - - - -. 565 J z - _&u - S z N — O H m U Q z J (T) L C_ _FWTE _1_5 2 0 3 - - - a 565 6 7 8 9 570 1 (T) 2 3 4 575 -BG - I - _ O c ----- x 67 C= —5.68 - 1 I - a 5 r - -qui 569 (T) 1 Q - - . CD - - - - - W Q d W o Prop CALTRANS R/W Q z cr 0 x J Q U O W V' THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME => -USER- RELATIVE BORDER SCALE 0 2 3 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-17(ramp metering).DGN IS IN INCHES I i i I i I UNIT 2232 Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 195 310 ,�/ = C d --c 6/20/12 Q�,oFEss10 REGISTERED CIVIL ENGINEER DATE oq� - WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF TH,5 PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 �FONTANA, CA 92335 N •• N N N •• 0 0 RAMP METERING SYSTEM (LOCATION 1) O SCALE: 1" = 50" o wo E-17 0 PROJECT NUMBER & PHASE 0800000237 x x Q N BORDER LAST REVISED 7/2/2010 v FOR PROJECT NOTES, CONDUCTOR AND CONDUIT SCHEDULE, SEE SHEET E-17. THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME => -USER- RELATIVE BORDER SCALE 01 2 3 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-18(ramp metering).DGN IS IN INCHES I I I I I I UNIT 2232 Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 196 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 e N O � N •• N N N •• w � RAMP METERING SYSTEM00 (LOCATION 1) 0 SCALE: 1" = 50" o PROJECT NUMBER & PHASE wo E-18 o a O 0800000237 x x X x z a J J Q rnNnl1CTOR ANS roNIll11T ';rHFnlll F ALL CONDUITS, CONDUCTORS, AND CABLES ARE NEW UNLESS OTHERWISE NOTED * = SEE PROJECT NOTE 7❑ PROJECT NOTES: (FOR SHEETS E-19 AND E-20 ONLY) 1❑ INSTALL NEW RAMP METER SIGNAL PER DETAIL "A" ON SHEET E-21. 2❑ INSTALL STATE -FURNISHED TYPE 334 CABINET WITH MODEL 170 CONTROLLER ASSEMBLY ON NEW FOUNDATION. 3❑ FOR INSTALLATION OF 120/240 V TYPE III -CF SERVICE EQUIPMENT ENCLOSURE CABINET, SEE LIGHTING AND SIGN ILLUMINATION PLAN ON SHEET E-4 FOR DETAILS. INSTALL "METER ON" SIGN PER DETAIL "E" AND DETAIL "F" ON SHEET E-21. 5❑ INSTALL DETECTOR LOOPS PER DETAIL "C" ON SHEET E-21. © INSTALL MAINLINE LOOP PER DETAIL "G" ON SHEET E-21. 7❑ FOR REFERENCE ONLY. INSTALLED AS PART OF LIGHTING AND SIGN ILLUMINATION PLANS. 8. ALL TRAFFIC PULL BOXES SHALL BE TACK -WELD FOR WIRE THEFT PREVENTION. Dist COUNTY I ROUTE ITOTAL PROJECT IJ No. SHEET 08 SBd 15 9.82/11.94 1971 310 C d --c 6/20/12 Q�oFESSLON REGISTERED CIVIL ENGINEER DATE 0 41 ti , Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALTFORNTA OR ITS 0,1TKER5 V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COP/ES OF TH15 PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 BORDER LAST REVISED 7/2/201 ----- -=_'`fin Rd EAST — — — — ASPEi RAMP METERING SYSTEM (LOCATION 2) SCALE: 1" = 50" THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. E-19 USERNAME => -USER- RELATIV0 E BORDER SCALE UNIT 2232 PROJECT NUMBER & PHASE 0800000237 2 3 DGN FILE => E-19(romp metering).DGN IS IN INCHES I I 1 I I I w CONDUCTOR RUN m •• � 000000000000000 -. � 00000a0000000aa • • ' �0�000000000000 � eeveoe©eevee©vv ' SURVEILLIANCEiii '®100000000000©©00 • • • 0000000©©0©©©00 CONDUIT SIZE ALL CONDUITS, CONDUCTORS, AND CABLES ARE NEW UNLESS OTHERWISE NOTED * = SEE PROJECT NOTE 7❑ PROJECT NOTES: (FOR SHEETS E-19 AND E-20 ONLY) 1❑ INSTALL NEW RAMP METER SIGNAL PER DETAIL "A" ON SHEET E-21. 2❑ INSTALL STATE -FURNISHED TYPE 334 CABINET WITH MODEL 170 CONTROLLER ASSEMBLY ON NEW FOUNDATION. 3❑ FOR INSTALLATION OF 120/240 V TYPE III -CF SERVICE EQUIPMENT ENCLOSURE CABINET, SEE LIGHTING AND SIGN ILLUMINATION PLAN ON SHEET E-4 FOR DETAILS. INSTALL "METER ON" SIGN PER DETAIL "E" AND DETAIL "F" ON SHEET E-21. 5❑ INSTALL DETECTOR LOOPS PER DETAIL "C" ON SHEET E-21. © INSTALL MAINLINE LOOP PER DETAIL "G" ON SHEET E-21. 7❑ FOR REFERENCE ONLY. INSTALLED AS PART OF LIGHTING AND SIGN ILLUMINATION PLANS. 8. ALL TRAFFIC PULL BOXES SHALL BE TACK -WELD FOR WIRE THEFT PREVENTION. Dist COUNTY I ROUTE ITOTAL PROJECT IJ No. SHEET 08 SBd 15 9.82/11.94 1971 310 C d --c 6/20/12 Q�oFESSLON REGISTERED CIVIL ENGINEER DATE 0 41 ti , Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALTFORNTA OR ITS 0,1TKER5 V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COP/ES OF TH15 PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 BORDER LAST REVISED 7/2/201 ----- -=_'`fin Rd EAST — — — — ASPEi RAMP METERING SYSTEM (LOCATION 2) SCALE: 1" = 50" THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. E-19 USERNAME => -USER- RELATIV0 E BORDER SCALE UNIT 2232 PROJECT NUMBER & PHASE 0800000237 2 3 DGN FILE => E-19(romp metering).DGN IS IN INCHES I I 1 I I I w x x o Prop CALTRANS R/W r w o > w w w YTLE a — CREEK sa8-" Rd seg z x` - 590 J 591 / x — — 92 Q ABANDONED LYTLE CREEK Rd Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd �159.82/11.94 198 310 � C �(C 6/20/12 e ROFess 1oN REGISTERED CIVIL ENGINEER DATE a qT WILLIAM SUN JUNE 22, 2012 No C57664 PLANS APPROVAL DATE { Exp.12/31/13 THE STATE OF CAUFOFNIA OR /TS OFFICERS 12/31/13 OR AGENTS SHALL NOT BE- BCE FOF sp CIVIL p THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4TF OF CAL 1F COPIES OF THIS PLAN SHEET, LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 BORDER LAST REVISED 7/2/2010 USERNAME =>-USE - DCN FILE => Z:AP9364-1-15 Duncan Canyon Rd., FontanaADesignASheets\E-20( FOR PROJECT NOTES, CONDUCTOR AND CONDUIT SCHEDULE, SEE SHEET E-19. THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 0 1 2 3 ng).DGN IS IN INCHES I_ I i I UNIT 2232 N O � N ° \ O N O N •• \ N O � p W W N RAMP METERING SYSTEM o (LOCATION 2) SCALE: 1" = 50' o PROJECT NUMBER & PHASE 0800000237 x x RED STATUS LIGHT -12" w TYPE 1-A Q 0 SIGNAL HEAD TION -12" ER SIGNAL HEAD ECT ION -12" LEL TO THE :E OF THE ROADWAY) !OADWAY DETAIL "A" RAMP METER SIGNAL FOR DETAIL "A" A.TYPE 1-A SIGNAL STANDARD a w B.3 -SECTION 12" SIGNAL HEAD (RED, YELLOW, GREEN), V D V 12" FULL 18" X 8" ANGLED VISORS ARE REQUIRED x o WHERE SHOWN ON PLANS. U C.2 -SECTION 12" SIGNAL HEAD (RED, GREEN), 12" FULL CIRCLE VISORS TYPE SV -1-T BRACKET MOUNTING N ON SIDE OF STANDARD AWAY FROM THE RAMP TRAFFIC. J Z a � z D.BACKPLATE 0 U Q z J E. INSTALL STATE -FURNISHED R89 SIGN MOUNTED ON BACK PLATE AND 3 CENTERED BETWEEN GREEN SECTION AND BOTTOM OF BACK PLATES AND a SIDES. ATTACH WITH 1/4" 0 ALUM. BLIND RIVETS OR GALV. '/4" 0 X 3/4" 0 J BOLTS, HEX NUTS PLAIN AND LOCK WASHERS. F. INSTALL STATE -FURNISHED R90 SIGN. z 0 x Q 0 z 0 Z TRAVEL DIRECTION W 0 �a 2— i12" LIMIT LINE MI MIN SHOULDERTYPE E DETECTOR LOOPS CENTERED IN EACH LANE z 10' 10' 6' 7' —� 12'—. ra 0 6' 6' SHOULDER BORDER LAST REVISED 7/2/2010 OB Y © D A ® C O D G T E 5' I F 50' 12' 12' 3.5' 3.5' 3.5' SIGNALS MOUNTED ON POLE TYPE 28-5-100 WITH MAST ARM LENGTH OF 50 FEET "METER" LETTERS 4�/2" CAPS, /2" STROKE "ON" LETTERS 6" CAPS, 1" STROKE INTER ILLUMINATED _�,UN 1 16" •� 15" SHOULDER - TRAVEL DIRECTION i TYPE 1-A STANDARD TYPE 28-5-100 SIGNAL SEE DETAIL "A" PER STANDARD PLAN ES -7G 3 -LANE RAMP METERING DETECTOR LOOPS LAYOUT ER TYPE 1-A STANDARD SEE DETAIL "A" METER ON SIGN 12" LIMIT LINE TYPE E DETECTOR LOOPS CENTERED IN EACH LANE DETAIL "C" 2 -LANE RAMP METERING DETECTOR LOOPS LAYOUT THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME => -USER- RELATIVE BORDER SCALE a' UNIT 2232 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-21(ramp metering detall).dgn IS IN INCHES I Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 199 310 ,�2 = C d --c 6/20/12 Q�OvEssloN REGISTERED CIVIL ENGINEER DATE o q� ti- WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of cnL iFo��P COPIES OF TNIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 SEE DETAIL "E"-""" L TP -1 MOUNTING TYPE 1A STANDARD SEE ES -11 CURB METER ON SIGN 20' CENTER MEDIAN LANES AS PER PLANS FOUNDATION (SEE STD PLANS ES -7B) N O � DETAIL "G" N O MAINLINE LOOP INSTALLATION N 22 00 00 RAMP METERING SYSTEM (ELECTRICAL DETAILS) NO SCALE o wo E-21 �o Qo PROJECT NUMBER & PHASE 0800000237 a z 0 x J a U 0 W N BORDER LAST REVISED 7/2/2010 OB Y © D A ® C O D G T E 5' I F 50' 12' 12' 3.5' 3.5' 3.5' SIGNALS MOUNTED ON POLE TYPE 28-5-100 WITH MAST ARM LENGTH OF 50 FEET "METER" LETTERS 4�/2" CAPS, /2" STROKE "ON" LETTERS 6" CAPS, 1" STROKE INTER ILLUMINATED _�,UN 1 16" •� 15" SHOULDER - TRAVEL DIRECTION i TYPE 1-A STANDARD TYPE 28-5-100 SIGNAL SEE DETAIL "A" PER STANDARD PLAN ES -7G 3 -LANE RAMP METERING DETECTOR LOOPS LAYOUT ER TYPE 1-A STANDARD SEE DETAIL "A" METER ON SIGN 12" LIMIT LINE TYPE E DETECTOR LOOPS CENTERED IN EACH LANE DETAIL "C" 2 -LANE RAMP METERING DETECTOR LOOPS LAYOUT THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME => -USER- RELATIVE BORDER SCALE a' UNIT 2232 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-21(ramp metering detall).dgn IS IN INCHES I Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 199 310 ,�2 = C d --c 6/20/12 Q�OvEssloN REGISTERED CIVIL ENGINEER DATE o q� ti- WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of cnL iFo��P COPIES OF TNIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 SEE DETAIL "E"-""" L TP -1 MOUNTING TYPE 1A STANDARD SEE ES -11 CURB METER ON SIGN 20' CENTER MEDIAN LANES AS PER PLANS FOUNDATION (SEE STD PLANS ES -7B) N O � DETAIL "G" N O MAINLINE LOOP INSTALLATION N 22 00 00 RAMP METERING SYSTEM (ELECTRICAL DETAILS) NO SCALE o wo E-21 �o Qo PROJECT NUMBER & PHASE 0800000237 X BY OTHERS, SEE — — — — — CITY OF FONTANA —_ INTERIM LYTLE CREEK NORTH Rd PROJECT — / ACCESS ROAD BY OTHERS, _ CITY OF FONTANA INTERIM LYTLE CREEK Rd PROJECT — — LYTHE GREEK \ �_ \ 4 r w \ � m LEGEND: (FOR THIS SHEET ONLY) wO w � SCE TO INSTALL w OVERHEAD SERVICE RS . f 40'WOOD POLE Q TO TEMPORARY SCE -1 + - c SERVICE METER Q Ln BORDER LAST REVISED 7/2/2010 DI.tj COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 200 310 �2 = C d- 6/20/12 �oFEssto REGISTERED CIVIL ENGINEER DATE oe Nq Fc WILLIAM SUN JUNE 22, 2012 NoC57664 . PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALTFORNTA OR ITS OFF/CERS is Exp. OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COP/ES OF TH,5 PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., 4 70 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 EXISTING POWER POLE 4 0 ®-I RELOCATED EXISTING CCTV CONTROLLER CABINET \ / EXISTING CCTV CONTROLLER CABINET \ + AB �y 1 PROJECT NOTES: (THIS SHEET ONLY) `, 1❑ EXISTING POWER POLE# 4640061E INSTALL 120/240 V TYPE SCE -1 SERVICE ENCLOSURE PER STANDARD PLAN ES -2A WITH: 5g2 100 A, 240 V 2P (MAIN BREAKER) --, OH /' �, 20 A, 120 V 1 P (CCTV) T „� 20 A, 120 V 1 P (TMS) q6'\ �3 RC INSTALL TYPE H RISER ON TEMPORARY WOOD POLE. y a INSTALL 2#6 FOR CCTV AND 2#6 FOR TMS. PROVIDE 0 18 FEET CLEARANCE OVER ROADWAYS AND INSTALL DEAD-END 4 ASSEMBLIES AS NECESSARY. � 60�REMOVE EXISTING TYPE D CABLE AND CONNECT TO RELOCATED y CCTV CONTROLLER CABINET. © RELOCATE EXISTING CCTV CONTROLLER CABINET WITH STEEL POST \ AND EXISTING CCTV POLE TO BE USED DURING TEMPORARY STAGE. PROVIDE NEW FOUNDATIONS FOR STEEL POST AND CCTV POLE. 6 \ F7 INSTALL 2#6 IN EXISTING 3"C FOR TMS. \ AB \ \ V 6, RC oy q 6 RL 0. 5�0 _ - -\� - - INSTALL NEW 2"C, 2#6 POWER CONDUCTORS 604 _-_ ------ AB 3 AND MULTI -CONDUCTOR CABLE, WITH TYPE D CABLE 9 R RCC INSTALL NEW 2"C WITH MULTI -CONDUCTOR CABLE _ f0 6 - OS T"r a 6 �J USERNAME => USER DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-221Temp CCTV & TMS .DGN 580 1 fo - RELATIVE BORDER SCALE IS IN INCHES 66 06, 2 60 fo fo X Exist TMS CONTROLLER Q 1 2 3 11 1 1 1 1 1 u INSTALL NEW.. 2#6 N WITIH Exist TYPE D CABLE —� o� N •• �N 4' [771 585 No N MAINTAIN EXISTING TRAFFIC MANAGEMENT w� SYSTEM ELEMENTS ",fo 7 -f0- DURING CONSTRUCTION o SCALE: 1" = 50' 0 0 wo E-22 o a O UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x 6 r w OS m �n o � w w' �AB j AB SB ROUTE 15 - I 1 6 2 RC - -- -ROUT E.1 -5 - - — 4 2 5 AB 6 7 8 9 590 1 2 014Cc"c — CB TSI AB — — NB ROUTE 15061 - 6 AB - Rc I LOL NB ENTRANCE 9\ - - - X92- — R_3.' LINE 52-1 — -- �24 —-- - 1 4 O - - '9 N V p� 5 9 - aw x o —��I NSTALLED PER 6/0 �T) SHEET E-20 w = po ti ; a REMOVE EXISTING 2#10 SERVICE CONDUCTORS FROM EXISTING CONDUIT AND INSTALL NEW CONDUCTORS AS SPECIFIED ON CONDUCTOR AND CONDUIT SCHEDULE. - - F3 EXISTING 120/240 V TYPE 111 -CF SERVICE CABINET ENCLOSURE INSTALLED PER SHEET E-4. F-4] RS EXISTING AFOM IN EXISTING TYPE 334 CABINET AND INSTALL x NEW ELEMENT FIBER OPTIC SWITCH. SEE DETAIL ON SHEET E-37. Q Qj Q A3qL o © PROJECT NOTES: (THIS SHEET ONLY) 0 Qg A #8 SERVICE 6 2 z J 1❑ RELOCATE EXISTING MODEL 170 CONTROLLER ASSEMBLY WITH TYPE 334 - a 3 CABINET ONTO NEW FOUNDATION. REMOVE EXISTING FOUNDATION. #8 BARE GROUND 1 1 PROVIDE 30 FEET LATERAL CLEARANCE FROM ETW. 1 1 z - - - a REMOVE EXISTING 2#10 SERVICE CONDUCTORS FROM EXISTING CONDUIT AND INSTALL NEW CONDUCTORS AS SPECIFIED ON CONDUCTOR AND CONDUIT SCHEDULE. - - F3 EXISTING 120/240 V TYPE 111 -CF SERVICE CABINET ENCLOSURE INSTALLED PER SHEET E-4. F-4] RS EXISTING AFOM IN EXISTING TYPE 334 CABINET AND INSTALL x NEW ELEMENT FIBER OPTIC SWITCH. SEE DETAIL ON SHEET E-37. BORDER LAST REVISED 7/2/2010 4 CB 14—INSTALLED PER \ SHEET E-19 Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 201 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAUFo��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 CONDUCTOR AND CONDUIT SCHEDULE 2 CABLE Q Qj Q A3qL 0 © z7 0 Qg A #8 SERVICE 2 2 2 2 2 - - a - 1 2 #8 BARE GROUND 1 1 1 1 1 - - - - 1 0 - - - - - 8 E - 8 E MAIN LINE LOOP - - - - - 8 8 8 16 16 DLC Q TOTAL- - - - =-8 8 O 16 16 Q 2"* 3"* 2"N Z 2" 3"(E) 3"(E) cr O x J Q U 0 w N BORDER LAST REVISED 7/2/2010 4 CB 14—INSTALLED PER \ SHEET E-19 Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 201 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAUFo��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 CONDUCTOR AND CONDUIT SCHEDULE 2 CABLE CONDUCTOR RUN Qj Q A3qL 0 © z7 ® Qg A #8 SERVICE 2 2 2 2 2 - - - - 1 2 #8 BARE GROUND 1 1 1 1 1 - - - - 1 LOOP WIRE - - - - - 8 E - 8 E MAIN LINE LOOP - - - - - 8 8 8 16 16 DLC TOTAL- - - - =-8 8 8 16 16 CONDUIT SIZE 2"* 3"* 2"N 3" 2" 3"(E) 3"(E) 3"(E) 6'�"� ALL CONDUITS, CONDUCTORS, AND CABLES ARE NEW UNLESS OTHERWISE NOTED. �\ (E) EXISTING �\ FOR REFERENCE ONLY, INSTALLED PER SHEET E-4. \ \ ■ FOR REFERENCE ONLY, INSTALLED PER SHEET E-19. LITLE GRED` FE' �� \ ASF'lI —_--------__ THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME => - USER- RELATIVE BORDER SCALE Q 1 2 3 DGN FILE => E-23(TMS).dgn IS IN INCHES I I i I N O � N •• \ M � M � O w w 00 a a MODIFY TRAFFIC MONITORING STATION o SCALE: 1" = 50' o 0 0 w0 E-23 �o a O UNIT 2232 1 PROJECT NUMBER & PHASE 0800000237 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. X GENERAL NOTES: (FOR SHEETS E-24 TO E-29 ONLY) 1. CONTRACTORS SHALL NOTIFY 1-800-277-2600, UNDERGROUND SERVICE ALERT (U.S.A), A MINIMUM OF 2 WORKING DAYS PRIOR TO EXCAVATION. 2. SPLICE VAULTS AND PULL BOXES SHALL BE INSTALLED OFF SHOULDER UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 3. THE CONTRACTOR SHALL PROVIDE 72 HOURS (3 WORKING DAYS) ADVANCED WRITTEN NOTICE TO THE ENGINEER PRIOR TO REMOVING AND MODIFYING ANY EXISTING ELECTRICAL FACILITIES. r �w m Q > W W > W W Q 0 X ABBREVIATIONS: (FOR SHEETS E-24 TO E-29 ONLY) TYPE B 60 SINGLE MODE FIBER OPTIC TYPE C 48 SINGLE MODE FIBER OPTIC TYPE D 12 SINGLE MODE FIBER OPTIC RMS RAMP METER SYSTEM TS TRAFFIC SIGNAL CABLE AND CONDUIT SCHEDULE CONDUCTOR TYPE Z� ZL TYPE B CABLE 1(E) 1 TYPE C CABLE 1(E) 1 TYPE D CABLE - - PULL ROPE 2(E) 2 INNERDUCT SIZE 1" 4(E) 4 CONDUIT SIZE 41E) 4" ALL CONDUITS AND FO CABLES ARE NEW UNLESS OTHERWISE NOTED. (E) = EXISTING Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 202 310 �/ = C d --c 6/20/12 Q�OvESS10 REGISTERED CIVIL ENGINEER DATE o q� ti ' Fc WILLIAM SUN JUNE 22, 2012 C57664 PLANS APPROVAL DATE No. 12/314 A THE STATE OF CAL/FORMA OR ITS OFFJCERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��SP COP/ES OF TH15 PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 _- - --�' \\�-- om ---�--------- —�/ J --L1— rte- -------- ----------- ------- r= I \ - — — — - - ASPM DUNCAN -CANYON- Rd Exist CAL -TRANS R/W - -__ — — — — — — — — — — — —_ — om } �— _---- ----------------- ----- --- __ _---------_—_----__—____--., ...... ��_�r-rim iIII I—I VIII LIIII z V, - r m 6 7 u Z J — � J F- 3 � SBD 15 Z ASPH J fo - z X � a 0 fn z 8 9 550 - f o �-- FV €�- 0 li 0 z w PROJECT NOTES: (THIS SHEET ONLY) am o ❑1 INSTALL SPLICE CLOSURE AND SPLICE NEW TYPE B AND TYPE C CABLE TO EXISTING TYPE B AND TYPE C CABLE PER DETAIL ON SHEET E-31. A TOTAL OF 108 SPLICES a REQUIRED. z III II111111 I.J II a Jz U.� W U li x Q W V D I V a X O 15 0 crw I N J a z Z z V, - r m 6 7 u Z J — � J F- 3 � SBD 15 Z ASPH J fo - z X � a 0 fn z 8 9 550 - f o �-- FV €�- 0 li 0 z w PROJECT NOTES: (THIS SHEET ONLY) am o ❑1 INSTALL SPLICE CLOSURE AND SPLICE NEW TYPE B AND TYPE C CABLE TO EXISTING TYPE B AND TYPE C CABLE PER DETAIL ON SHEET E-31. A TOTAL OF 108 SPLICES a REQUIRED. BORDER LAST REVISED 7/2/2010 USERNAME=>_USER- DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-24(communicat ASPH c — 1 2 3 -ROUTE 15 4 555 ASPH fo f =- - - o FO - FO FO — LEGENDS: (FOR SHEETS E-24 TO E-29 ONLY) ® NEW SPLICE VAULT .17 EXISTING SPLICE VAULT FO — 4" FIBER OPTIC CONDUIT CONTAINING FOUR 1" INNERDUCTS. SEE E-30 FOR DETAILS f0 EXISTING 4" FIBER OPTIC CONDUIT CONTAINING FOUR 1" INNERDUCTS. — 6 7 8 9 A� — FO FO THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 02 3 tem).dgn IS IN INCHES I i 1 i I i I F 0 Lim- O LC) ASPH W z U-) J N I w I LIJ w 560 _ L.L.I L.L.I uj Z N J U F- - Q — g rProp CALTRANS R/W Exist CALTRANS R/W 7fTi iP1TfT Frl I T1 IT N 00 N O \ N 0 0 00 w w H 0 a a MODIFY COMMUNICATION SYSTEM o 0 SCALE: 1" = 50" o wo E-24 �o Qo UNIT 2232 PROJECT NUMBER & PHASE 0800000237 z O li x J a U 0 w N BORDER LAST REVISED 7/2/2010 USERNAME=>_USER- DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-24(communicat ASPH c — 1 2 3 -ROUTE 15 4 555 ASPH fo f =- - - o FO - FO FO — LEGENDS: (FOR SHEETS E-24 TO E-29 ONLY) ® NEW SPLICE VAULT .17 EXISTING SPLICE VAULT FO — 4" FIBER OPTIC CONDUIT CONTAINING FOUR 1" INNERDUCTS. SEE E-30 FOR DETAILS f0 EXISTING 4" FIBER OPTIC CONDUIT CONTAINING FOUR 1" INNERDUCTS. — 6 7 8 9 A� — FO FO THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 02 3 tem).dgn IS IN INCHES I i 1 i I i I F 0 Lim- O LC) ASPH W z U-) J N I w I LIJ w 560 _ L.L.I L.L.I uj Z N J U F- - Q — g rProp CALTRANS R/W Exist CALTRANS R/W 7fTi iP1TfT Frl I T1 IT N 00 N O \ N 0 0 00 w w H 0 a a MODIFY COMMUNICATION SYSTEM o 0 SCALE: 1" = 50" o wo E-24 �o Qo UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 0 r w m 0 o > w L c i oFN N d \ z PN C O+yam E t CAL TRANS R/W xis 562 - -SF>- 55-4 2 3 4 565 \/ \ CABLE AND CONDUIT SCHEDULE CONDUCTOR TYPE CONC 567 O 1 1 TYPE C CABLE 1 1 TYPE D CABLE - - PULL ROPE O 2 INNERDUCT SIZE 1" a�-- 00 4 CONDUIT SIZE 4"(E) 4" U w Z of x O O _J w N Ln � w LTJ J z w �- z 0 U) w� = 1 � Z a J (n IY xis 562 - -SF>- 55-4 2 3 4 565 \/ \ CABLE AND CONDUIT SCHEDULE CONDUCTOR TYPE CONC 567 TYPE B CABLE 1 1 TYPE C CABLE 1 1 TYPE D CABLE - - PULL ROPE 1 2 INNERDUCT SIZE 1" 4 4 CONDUIT SIZE 4"(E) 4" Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 2031 310 �2 = C d --c 6/20/12 Q�oFEss�oN REGISTERED CIVIL ENGINEER DATE o 4 WILLIAM SUN JUNE 22, 2012C57664 No, PLANS APPROVAL DATE s Exp.12/31/13 >fm THE STATE OF CAL/FORMA OR ITS OFFJCERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR sq CIVIL tiP LIN CONSULTING, INC. CITY OF FONTANA ALL CONDUITS AND FO CABLES ARE NEW DIAMOND BAR, CA 917835SIERRA 65 270 FONTANA, CA 92335E UNLESS OTHERWISE NOTED. (E) = EXISTING �� + IJ LOL SB ENTRANCE RAMP i "R-1" LINE ---- 566 CONC 567 0= O e o 6 7 w U-1 Lu -+- A B S — - — - - - - z N J - '`- _ . CONI - Q -- z o fo fO _fo - a -- 1-1 TMT-IM1TFnnII iyy Il�iiillliiiii nni T + - FU� I�IIU i;. 1111111 Il lllflllllllllll UllKllllii FQllli 111'iT1�TT^`I x-- - - - - - - - - � _ - -- - - o -- N -- 0 z w a w O Q BORDER LAST REVISED 7/2/201 Prop CALTRANS R/W - - 572 573 5 11 71 5�9 570 568 SBD - 15 O M w `9 Z_ N J W = F- W W -_m W w Z W J U7 U I' - a 8 9 570 1 2 3 _ RC AB eD- Is 1 RC Exist FO CABLES rss fo — _ �� —►— o �— A fo fo f0 + ilinlll L�i1illl'�� 1 LOL NB EXIT RAMP Q "R-2" LINE En —------ -� 572 573 W �y 574-_- Z N LLJ Lu N ~ ---�---CREEK Ra -- - cn _-- W W - - - Z W J N N U � � Q \v N O N •• \ N II II � O THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME =>-USER- RELATIVE BORDER SCALE a1 2 3 DGN FILE => Z:\P9364-I-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-25(communication system).dgn IS IN INCHES I I I I I I 00 O O J J a a MODIFY COMMUNICATION SYSTEM O o � SCALE: 1" = 50" w o E-25 �o a O UNIT 2232 PROJECT NUMBER & PHASE 0800000237 Z 0= O w x J Q U O w N BORDER LAST REVISED 7/2/201 Prop CALTRANS R/W - - 572 573 5 11 71 5�9 570 568 SBD - 15 O M w `9 Z_ N J W = F- W W -_m W w Z W J U7 U I' - a 8 9 570 1 2 3 _ RC AB eD- Is 1 RC Exist FO CABLES rss fo — _ �� —►— o �— A fo fo f0 + ilinlll L�i1illl'�� 1 LOL NB EXIT RAMP Q "R-2" LINE En —------ -� 572 573 W �y 574-_- Z N LLJ Lu N ~ ---�---CREEK Ra -- - cn _-- W W - - - Z W J N N U � � Q \v N O N •• \ N II II � O THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME =>-USER- RELATIVE BORDER SCALE a1 2 3 DGN FILE => Z:\P9364-I-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-25(communication system).dgn IS IN INCHES I I I I I I 00 O O J J a a MODIFY COMMUNICATION SYSTEM O o � SCALE: 1" = 50" w o E-25 �o a O UNIT 2232 PROJECT NUMBER & PHASE 0800000237 X FOR COMPLETE RIGHT OF WAY AND ACCURATE PROJECT NOTES' (THIS SHEET ONLY) CABLE AND CONDUIT SCHEDULE Dist COUNTY ROUTE TOTAL PROJECT -No.' SHEET ACCESS DATA, SEE RIGHT OF WAY RECORD ❑1 SEE SHEET E-36 FOR CCTV CABINET MOUNTING DETAILS. MAPS AT DISTRICT OFFICE. 2❑ INSTALL CCTV 35 POLE ON NEW FOUNDATION. 1\\� F FOR INSTALLATION OF TYPE 111 -CF SERVICE EQUIPMENT ENCLOSURE CABINET, SEE LIGHTING AND SIGN ILLUMINATION PLAN SHEET E-3 FOR DETAILS. 4❑ FOR REFERENCE ONLY. INSTALLED AS PART OF RMS PLANS FOR LOCATION 1. ---- 5 FOR REFERENCE ONLY. INSTALLED AS PART OF SIGNAL PLANS FOR LOCATION 1. �- BY OTHERS, SEE CITY OF FONTANA INTERIM LYTLE CREEK CONDUCTOR TYPE3 4 56� 7�8� 9 10 11 TYPE B CABLE - - - - - - - - - TYPE C CABLE - - - - - - - - - TYPE D CABLE - CAT 5E CABLE - - 2 1 1 - - 2 2 MULTI -CONDUCTOR CABLE - - 1 - - - - - - #6 SERVICE FOR CCTV CAMERA - - - - - 2 2 - - CONDUIT SIZE 3" 2" 2" 2" 2" 1112"* 2" 1 /2" 2" 08 SBd 15 9.82/11.94 204 310 C d --c 6/20/12 Q�'oFESS10 REGISTERED CIVIL ENGINEER DATE o q� ti ' Fc WILLIAM SUN JUNE 22, 2012NoC5766 ,4 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BERESPONSIBLE FOR sp4CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC rF of cnUFok��P COPIES OF TNIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE ---NORTH Rd PROJECT DIAMOND BAR, CA 91765 FONTANAd q?73R , SEE PROJECT NOTE 4❑ ACCESS ROAD BY OTHERS SEE CITY OF FONTANA INTERIM -_ - — LYTLE CREEK Rd PROJECT Prop R/W L YTLE CREEKRd — ---_ ABANDONED \ L4 -TLE CREEK Rd �— SPH Prop CALTRANS R/W by �o Prop Ret WALL \ Q _ ---- -- x n Q \ O X S\/ \ \ h LOL SB EXIT RAMP k\\qsp '9014D'9014DZ \ . , �bcj "R-4" LINE a �/ 8 v z 9 \��-� Exist CALTRANS R/W \ \ Exist CALTRANS R/W 8 CB - CB O i o + – LOL SB ENTRANCE RAMP 9�, / X 4 "R-1" LINE (T) L5J/y d, w 4 z o �1g 6 3 ¢ CB �� 6 1 �O hx 5 �O 2 N.. u u F w 00 of MODIFY COMMUNICATION SYSTEM � H MODIFY CLOSED CIRCUIT TELEVISION SYSTEM SCALE: 1" = 50' w o E-26 �o Qo UNIT 2232 PROJECT NUMBER & PHASE 0800000237 N- Lij - _ _ _ _— 7 9 zLiJ ---- ---- � 5 75 a Z 574 w J 6 (T) 7 \ LI W U Q Q x J Q U 0 W V' THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME => -USER- DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-26(communication system).dgn RELATIVE BORDER SCALE 0 IS IN INCHES L_ �O hx 5 �O 2 N.. u u F w 00 of MODIFY COMMUNICATION SYSTEM � H MODIFY CLOSED CIRCUIT TELEVISION SYSTEM SCALE: 1" = 50' w o E-26 �o Qo UNIT 2232 PROJECT NUMBER & PHASE 0800000237 FOR COMPLETE RIGHT OF WAY AND ACCURATE Dist COUNTY I ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT I No. SHEET ACCESS DATA, SEE RIGHT OF WAY RECORD 08 SBd 15 9.82/11.94 205 310 MAPS AT DISTRICT OFFICE. 3 �p REGISTERED CIVIL ENGINEER DATE �OFESs o x Nq X PROJECT NOTES: (THIS SHEET ONLY) (o�p� ° e `F2 WILLIAM SUN E1 INSTALL SPLICE CLOSURE AND CONNECT TYPE D CABLE TO TYPE C CABLE �' �� ` CB JUNE 22, 2012 w No C57664 PER DETAIL ON SHEET E-31. SEE SPLICING DETAIL ON SHEET E-32. PLANS APPROVAL DATE A (v .4 eXPm THE STATE OF CAL/FORNIA OR ITS OFFJCERS .12/31/13 F2 FOR REFERENCE ONLY. TMS CONTROLLER CABINET AND CONTROLLER ��Qtj�� OR ACENrs SHALL NoraE RESPONSreLE FOR s, cI IL INSTALLED PER SHEET E-23. INSTALL EQUIPMENT PER SHEET E-37. Lj \\ THE ACCURACr OR COMRLErENEss OF ELECTRONrc 'rFOF cnF1Fo�lP COP/ES OF TH,5 PLAN SHEET. G� � P� .. \. — I LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE r w Q� 6 — DIAMOND BAR, CA 91765 FONTANA, CA 92335 m �G - — w w ROUTE--15�=-- -_ - - - - _ Q - 575 6 7 8 9 580 1 2 \ 4 585 6 7 \ 2 Exist FO CABLE X 2 Z--— — — \� \' ` — -- -- — OS — — - — or Ln ul) + — 61 _ a n f0 f0 fo f0 fo- -fo- - fp f0 fo Lr) Nz ~I ~\ Cg �xJy 1 RC Exist FO CABLES Sym W _ 1 RC Exist FO CABLES 3 -I LOL NB EXIT RAMP F '= uj 5 5 "R-2" LINE �, CB t �,9 2 4 <r z' �� 1 5 n �'LOL NB ENTRANCE CID s LJw r� RAMP "R- 3" LINE cP Qo - JO Q E CREee r F \ 4 LLj \ / 01 l 0 mo �1. u a / A — Oti� -� +°9ti Exist w 3 �kV�qti y CALTRANS CABLE AND CONDUIT SCHEDULE CONDUCTOR TYPE A z A TYPE B CABLE 1 - O TYPE C CABLE 1 - - - TYPE D CABLE - 1 1 1 X a - - INNERDUCT SIZE 1" 4 - - - CONDUIT SIZE 4"(E) 3"(E) 0 0 0 w w p p z a a Q a o MODIFY COMMUNICATION SYSTEM o0 0 a SCALE: 1" = 50" A E — w o v' z L THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. a o BORDER LAST REVISED 7/2/2010 w RELATIVE BORDER SCALE ° 2 3 IS IN INCHES UNIT 2232 PROJECT NUMBER &PHASE 0800000237 CONDUCTOR TYPE A zL A TYPE B CABLE 1 - - - TYPE C CABLE 1 - - - TYPE D CABLE - 1 1 1 PULL ROPE 2 - - - INNERDUCT SIZE 1" 4 - - - CONDUIT SIZE 4"(E) 3"(E) 57 Prop CALTRANS R/W \ LYTLE CREEK RD LYTLE CREEK Rd EAST - - - ASPH - � -- —_- ti oQ a W / ALL CONDUITS AND FO CABLES ARE NEW � UNLESS OTHERWISE NOTED. /' M (E) = EXISTING = FOR REFERENCE ONLY, INSTALLED PER SHEET E-23 Q 0 0 w w p p a a Q o MODIFY COMMUNICATION SYSTEM o0 a SCALE: 1" = 50" A E — w o v' V L THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. a o BORDER LAST REVISED 7/2/2010 USERNAME => USER DGN FILE _> E-27 communication system).dgn RELATIVE BORDER SCALE ° 2 3 IS IN INCHES UNIT 2232 PROJECT NUMBER &PHASE 0800000237 x x FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECO D \ - --_ — MAPS AT DISTRICT OFFICE. \ CABLE AND CONDUIT SCHEDULE - xo \ \ Cb \ \ Cp 40 \ w Prop CALTRANS R/W\ \ CONDUCTOR TYPE L A ALL CONDUITS AND TYPE B CABLE 1 - 1 - TYPE C CABLE 1 - 1 - TYPE D CABLE - AFH (E) = EXISTING PULL ROPE 2 - 2 - INNERDUCT SIZE 1" 4 - 4 - CONDUIT SIZE 4"(E) 2" 1 4'' 11/2" Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 206 1 310 �/ C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o 4 ti � Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC �rF of cnUFO��P COPIES OF TH,5 PLAN SHEET. LIN CONSULTING, INC.CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 BORDER LAST REVISED 7/2/201 f, 2 C B 4 ,>' CP / s = o Exist CALTRANS R/W / THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME => -USER- RELATIVE BORDER SCALE 02 3 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-28(communication system).dgn IS IN INCHES I i 1 i I i I N M oN N •• \r N O \ N 00 ww 00 00 a � �w MODIFY COMMUNICATION SYSTEM o0 o � SCALE: 1" = 50' w 0 E-28 o a 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 m ALL CONDUITS AND FO CABLES ARE NEW UNLESS PROJECT NOTES: (THIS SHEET ONLY) OTHERWISE NOTED. m INSTALL SPLICE CLOSURE AND CONNECT TYPE D CABLE TO TYPE C CABLE AFH (E) = EXISTING PER DETAIL ON SHEET E-31. SEE SPLICING DETAIL ON SHEET E-32. S86\` \ \ \ \ — — — — — — — — — — 2❑ FOR REFERENCE ONLY. INSTALLED AS PART OF RMS PLAN FOR LOCATION 2. n w 597 1 �x h� Vo ABANDONED 92 1 LOL SB EXIT RAMP 593 1 5194 I - p + LYTLE CREEK Rd "R-4" LINE 595 I 596 1 \\--- ------ ----- — 597 1 — I 1 0-)— ,n cr ww ---- - - - - - a . }. 599 Z I� LYTLE CREEK — N — Rd — — — — — — CONC z rn x S8s--- Z — a JN i U � BORDER LAST REVISED 7/2/201 f, 2 C B 4 ,>' CP / s = o Exist CALTRANS R/W / THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME => -USER- RELATIVE BORDER SCALE 02 3 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-28(communication system).dgn IS IN INCHES I i 1 i I i I N M oN N •• \r N O \ N 00 ww 00 00 a � �w MODIFY COMMUNICATION SYSTEM o0 o � SCALE: 1" = 50' w 0 E-28 o a 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 m ao m Sg 0 / x� AFH — — — — — — — — — — — — n w 597 1 �x h� Vo U 92 1 LOL SB EXIT RAMP 593 1 5194 I - p + x595 "R-4" LINE 595 I 596 1 a — — 597 1 — I 1 0-)— ,n cr ww a . }. 599 Z I� w N — CONC z rn x J a Z — a JN i U � w H U Q w JROUTS 1 5 _ LL w N z 8 9 590 1 2 3 4 595 6 7 8 9 00 a J - - w Lli Z N _ AB CONC -- ---L6L NB �NTR7�NOE R7afv�� 1 s� F�Ca s_ _ - J - R — — — —.— Z _ U x— fo —fO— fo f595 �� 0 o a c::, 1�� 594 _ F0= — BORDER LAST REVISED 7/2/201 f, 2 C B 4 ,>' CP / s = o Exist CALTRANS R/W / THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME => -USER- RELATIVE BORDER SCALE 02 3 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-28(communication system).dgn IS IN INCHES I i 1 i I i I N M oN N •• \r N O \ N 00 ww 00 00 a � �w MODIFY COMMUNICATION SYSTEM o0 o � SCALE: 1" = 50' w 0 E-28 o a 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 0- Z z uj0 a 0 a Z I� x J GS0 a U O w N BORDER LAST REVISED 7/2/201 f, 2 C B 4 ,>' CP / s = o Exist CALTRANS R/W / THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME => -USER- RELATIVE BORDER SCALE 02 3 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-28(communication system).dgn IS IN INCHES I i 1 i I i I N M oN N •• \r N O \ N 00 ww 00 00 a � �w MODIFY COMMUNICATION SYSTEM o0 o � SCALE: 1" = 50' w 0 E-28 o a 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 X X X FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. �w ww z� PROJECT NOTES: (THIS SHEET ONLY) ❑1 INSTALL SPLICE CLOSURE AND SPLICE NEW TYPE B AND TYPE C CABLE TO EXISTING TYPE B AND TYPE C CABLE PER DETAIL ON SHEET E-31. A TOTAL OF 108 SPLICES ARE REQUIRED. Prop CALTRANS R/W Exist CALTRANS R/W CABLE AND CONDUIT SCHEDULE CONDUCTOR TYPE A TYPE B CABLE 1(E) 1 TYPE C CABLE 1(E) 1 TYPE D CABLE - - PULL ROPE 2(E) 2 INNERDUCT SIZE 1" 4(E) 4 CONDUIT SIZE 4"(E) 4" ALL CONDUITS AND FO CABLES ARE NEW UNLESS OTHERWISE NOTED. (E) = EXISTING -- — ---------- ----- - - - - - - - L-YTL-E CREE-K RdLl I - _ --- -- x BORDER LAST REVISED 7/2/2010 2 3 - -- Exi t'.CALTRANS R/W Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 2071 310 �/ C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o 4 ti � Fc WILLIAM SUN JUNE 22, 2012No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4)F of cAUFo��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 �FONTANA, CA 92335 -- ----- - 605 6-- -- - - ---- - - --�� --------------- -- -- - g - - - -- - -- -- - -- - 610 -- -- - -- 2 f Foo F 6 -- --- F0------�0 ---� fo -- ----- F f0 2 --- - FO f o � F0 fes= -f o -- - - 1 MODIFY COMMUNICATION SYSTEM SCALE: 1" = 50" E-29 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME =>-USER- RELATIVE BORDER SCALE o2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-29(communication system).dgn IS IN INCHES I I O — X 600_ U C Q Z Q 0 z w a O Q Z O w x J Q U O w N BORDER LAST REVISED 7/2/2010 2 3 - -- Exi t'.CALTRANS R/W Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 2071 310 �/ C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o 4 ti � Fc WILLIAM SUN JUNE 22, 2012No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4)F of cAUFo��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 �FONTANA, CA 92335 -- ----- - 605 6-- -- - - ---- - - --�� --------------- -- -- - g - - - -- - -- -- - -- - 610 -- -- - -- 2 f Foo F 6 -- --- F0------�0 ---� fo -- ----- F f0 2 --- - FO f o � F0 fes= -f o -- - - 1 MODIFY COMMUNICATION SYSTEM SCALE: 1" = 50" E-29 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME =>-USER- RELATIVE BORDER SCALE o2 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-29(communication system).dgn IS IN INCHES I I x x BORDER LAST REVISED 7/2/201 6' I MINIMUM TRENCH IN DIRT DETAIL SINGLE 4"C FO CONDUIT DETAIL "A" / / F /— UNDERGROUND WARNING TAPE DIRT BACKFILL RIGID STEEL CONDUITS SEE PLANS FOR LOCATIONS AND QUANTITY 4"C FIBER OPTIC CONDUIT WITH FOUR SIZE 1" INNERDUCTS, FO CABLES PER PLAN AND PULL ROPE 6' 6" �� UNDERGROUND WARNING TAPE 6^�; X 0 TRENCH DETAIL "B" �7- \' CBACKFILL x Q DIRT r - C= XD[RT BACKFILL <Xx�\x/ <<KX�x Z K x \ Q r- X \{ K > �x K 40" < X 40" < x MINIMUM / MINIMUM FO CABLES PER PLAN AND PULL ROPE w r - <�� { x Q d w O X 4"C FIBER OPTIC CONDUIT WITH FOUR SIZE 1" INNERDUCTS, Q X FO CABLES PER PLAN AND PULL ROPE < X cr {<K O <�� 1 �\ PULL ROPE x/ w BORDER LAST REVISED 7/2/201 6' I MINIMUM TRENCH IN DIRT DETAIL SINGLE 4"C FO CONDUIT DETAIL "A" / / F /— UNDERGROUND WARNING TAPE DIRT BACKFILL RIGID STEEL CONDUITS SEE PLANS FOR LOCATIONS AND QUANTITY 4"C FIBER OPTIC CONDUIT WITH FOUR SIZE 1" INNERDUCTS, FO CABLES PER PLAN AND PULL ROPE 6' z TRENCH IN DIRT DETAIL 0 TRENCH DETAIL "B" \' CBACKFILL x Q DIRT r - C= <<KX�x Z K x \ Q r- X K X �x 0 r - 1" INNERDUCTS, z FO CABLES PER PLAN AND PULL ROPE w r - Q d w O Q Z cr O w x J Q U 0 w N BORDER LAST REVISED 7/2/201 6' I MINIMUM TRENCH IN DIRT DETAIL SINGLE 4"C FO CONDUIT DETAIL "A" / / F /— UNDERGROUND WARNING TAPE DIRT BACKFILL RIGID STEEL CONDUITS SEE PLANS FOR LOCATIONS AND QUANTITY 4"C FIBER OPTIC CONDUIT WITH FOUR SIZE 1" INNERDUCTS, FO CABLES PER PLAN AND PULL ROPE 6' MINIMUM TRENCH IN DIRT DETAIL SHARED TRENCH DETAIL "B" PULL ROPE Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 208 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE 0 4� WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF C.4LIF0RNIA OR ITS OFFICERS V Exp.12/31/13 09 AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P MATCH EXISTING PAVEMENT COPiEs OF THis PLAN SHEET. SEE PAVEMENT CROSS LIN CONSULTING, INC.CITY OF FONTANA SECTION DETAILS 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE EXISTING —\ ` PAVEMENT DIAMOND BAR, CA 91765 FONTANA, CA 92335 PAVEMENT 40" MINIMUM .'e 6.. � \ / UNDERGROUND WARNING TAPE / `X\ \ / \' CBACKFILL Xx' DIRT <<KX�x K x \ " \ X K X �x 4"C FIBER OPTIC CONDUIT WITH FOUR SIZE 1" INNERDUCTS, FO CABLES PER PLAN AND PULL ROPE /K PULL ROPE 6' MINIMUM TRENCH IN PAVEMENT DETAIL DETAIL "C" THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME => -USER- RELATIVE BORDER SCALE 01 2 3 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-30(conduit placement detail).dgn IS IN INCHES I I I I I I COMMUNICATION SYSTEM (CONDUIT PLACEMENT DETAIL) NO SCALE E-30 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x SPLICE VAULT INCOMING FIBER OPTIC CONDUIT om w m 0 �2: ySPLICE TRAY— J v, � aw = V D U x o FROM ELEMENT -TYPE D CABLE BUFFER TUBES w w n OUTGOING TYPE C CABLE J z ONE BUFFER TUBE TO ELEMENT -TYPE D CABLE 100'SLACK 50' SLACK SPLICE VAULT DETAIL 50'SLACK OUTGOING FIBER OPTIC CONDUIT 1111111 1,HOWNINI I IN �� ✓ FIBERS TYPE N TRAY "DARK" z 0 x a INCOMING TYPE C CABLE o ONE BUFFER TUBE z w d w 12 FIBERS SPLICE CLOSURE OUTGOING TYPE C CABLE "D" CABLE BUFFER TUBES SEE SPLICE TRAY DETAIL "C" CABLE BUFFER TUBES SPLICE CLOSURE DETAIL SEE NC SIZE 4" CONDL Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 209 310 ,�/ C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� WILLIAM SUN JUNE 22, 2012 PLANS APPROVAL DATE W. C57665766413 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF TNIS PLAN SHEET. ROM ELEMENT -TYPE D CABLE LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 INCOMING TYPE C CABLE NOTES: (THIS SHEET ONLY) SPLICE TRAY DETAIL 1. "CALTRANS FIBER OPTICS" SHALL BE MARKED ON THE SPLICE VAULT COVER IN 1" TO 3" HIGH LETTERS. O 2. CABLE HANGERS SHALL BE PROVIDED IN THE SPLICE VAULT. x x THE FO CABLE SHALL THEN BE HUNG IN A "FIGURE 8" FASHION. U 0 w a N BORDER LAST REVISED 7/2/2010 USERNAME => -USER- " FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-31(splice vault detail) THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I i i I i I SPLICE VAULT UNIT 2232 a N O � "., .. INm N •• �N 0, 00 00 a a COMMUNICATION SYSTEM o (SPLICE VAULT DETAIL) NO SCALE E-�! 1 W 1:0 a7 a o Jo PROJECT NUMBER & PHASE 0800000237 a Z) O N u a AY TYPE C "IJAHK" z J FIBERS IN TRAY � J w 3 a FUSION SPLICES 1111111 1,HOWNINI I IN �� ✓ FIBERS TYPE N TRAY "DARK" z 0 x a INCOMING TYPE C CABLE o ONE BUFFER TUBE z w d w 12 FIBERS SPLICE CLOSURE OUTGOING TYPE C CABLE "D" CABLE BUFFER TUBES SEE SPLICE TRAY DETAIL "C" CABLE BUFFER TUBES SPLICE CLOSURE DETAIL SEE NC SIZE 4" CONDL Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 209 310 ,�/ C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� WILLIAM SUN JUNE 22, 2012 PLANS APPROVAL DATE W. C57665766413 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF TNIS PLAN SHEET. ROM ELEMENT -TYPE D CABLE LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 INCOMING TYPE C CABLE NOTES: (THIS SHEET ONLY) SPLICE TRAY DETAIL 1. "CALTRANS FIBER OPTICS" SHALL BE MARKED ON THE SPLICE VAULT COVER IN 1" TO 3" HIGH LETTERS. O 2. CABLE HANGERS SHALL BE PROVIDED IN THE SPLICE VAULT. x x THE FO CABLE SHALL THEN BE HUNG IN A "FIGURE 8" FASHION. U 0 w a N BORDER LAST REVISED 7/2/2010 USERNAME => -USER- " FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-31(splice vault detail) THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 01 2 3 IS IN INCHES I i i I i I SPLICE VAULT UNIT 2232 a N O � "., .. INm N •• �N 0, 00 00 a a COMMUNICATION SYSTEM o (SPLICE VAULT DETAIL) NO SCALE E-�! 1 W 1:0 a7 a o Jo PROJECT NUMBER & PHASE 0800000237 X z Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET � � L— r 08 SBd 15 9.82/11.94 210 310 � � a J C d --c 6/20/12 a TCVR Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� X Yy °r NOTES: (THIS SHEET ONLY) WILLIAM SUN ,T '7 Y a JUNE 22, 2012 w W. C57664 1. FOR NEW EQUIPMENT AND WIRING DETAILS PLANS APPROVAL DATE s o SEE SHEET E-37Exp.12/3I/I3m THE STATE OF CAL/FORMA OR ITS OFFJCERS CIVIL w OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF aF CAL1F��P COP/ES OF TN/S PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA r In 0 w 0 w > w 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 NEW NEW Exist NEW Exist w Exist SPLICE VAULT SPLICE VAULT SPLICE VAULT SPLICE VAULT SPLICE VAULT N o Exist COMMUNICATION HUB G SPLICE VAULT STA 548+64 STA 571+41 STA 584+00 STA 592+28 STA 613+75 Exist TOS CABINET X r ao Y Y Jz Y Y Y - J- Qw I V D U X I 0 w W d N J z a Z N o FIBER v n •-SWITCH Z J � J , 3 , z a J o LEGEND: (TH x N 0 z • S y x C 0 z ❑ S w z o r � � L— r � � � a J ' a TCVR x Yy °r ABI ,T '7 Y a Y = r ao Y Y Jz Y Y Y - J- Qw I V D U X I 0 w W d N J z a Z N o FIBER v n •-SWITCH Z J � J , 3 , z a J o LEGEND: (TH x N 0 z • S y x C 0 z ❑ S w F 1 2 3 4 5 6 z L— a a x w O ABI a ITU F 1 2 3 4 5 6 BORDER LAST REVISED 7/2/2010 SB ENTRANCE RAMP SB ENTRANCE RAMP STA 605+00 "D" LINE MODIFIED TMS INTERCONNECT AND TERMINATION UNIT DUNCAN CANYON Rd "R-1" LINE NB ROUTE 15 RAMP METER SYSTEM STA 586+23 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME => -USER- RELATIVE BORDER SCALE Q2 3 UNIT 2232 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-32(type c cable breakout).dgn IS IN INCHES I 1 I I a N o in N •• �m N O N •• �N 00 w w 0 0 00 a� a F w COMMUNICATION SYSTEM (TYPE C CABLE BREAKOUT)g NO SCALE E-32 Q o PROJECT NUMBER & PHASE 0800000237 z O x a ABI U ITU o w RMS N BORDER LAST REVISED 7/2/2010 SB ENTRANCE RAMP SB ENTRANCE RAMP STA 605+00 "D" LINE MODIFIED TMS INTERCONNECT AND TERMINATION UNIT DUNCAN CANYON Rd "R-1" LINE NB ROUTE 15 RAMP METER SYSTEM STA 586+23 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. USERNAME => -USER- RELATIVE BORDER SCALE Q2 3 UNIT 2232 DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-32(type c cable breakout).dgn IS IN INCHES I 1 I I a N o in N •• �m N O N •• �N 00 w w 0 0 00 a� a F w COMMUNICATION SYSTEM (TYPE C CABLE BREAKOUT)g NO SCALE E-32 Q o PROJECT NUMBER & PHASE 0800000237 X X M. m .0 N O Q W v m L N a 0 C c Z) 0 W Z Bottom of base x a plate 0 z w C o_ N C N E a N O CL 0 4- w J m a a� ro Camera TABLE A ATTACHMENT POLE DATA BASE PLATE DATA d„ 3'-6" Max bottom Clr 120 lbs 2 -0 0 Top of pole 20 lbs 8 - #5 w ANCHOR BOLTS CIDH Pile STRUCTURAL POLE HEIGHT Min OD o i STEEL LBS a as LEVEL SLOPING TYPE „h" THICKNESS "C" THICKNESS PLUS 3.5% GALVANIZING L SIZE BC = BOLT CIRCLE GROUND GROUND Q M z BASE TOP 0= 0 � CCTV 35 35' 8%" 37/8" 0. 1793 1 '-1 " 1 " 1 1/4" x 3'-0" x 4" 1 '-1 " 9'-0" 1 1 '-0'" 550 CCTV 40 40' 9%" 37/8" 0. 1793 1 '-1 " 1 " 1 1/4" x 3'-0" x 4" 1 '- 1 " 9'-0,, 1 1 "-0"' 650 TABLE B ATTACHMENT MOUNTING HEIGHT WEIGHT LIMITS (Max) Enclosure 3'-6" Max bottom Clr 120 lbs Camera Top of pole 20 lbs #5 Total 6 #4 Spiral Q E tail L Clr SECTION A -A NEMA Enclosure 41"H x 25"W x 17"D i(Maximum) ES -7M Det F ES -6B c x Det N -o Conduit, see — ES -7M HandholeJ M "ELECTRICAL" plans A FG Conduit, see w "ELECTRICAL' plan BORDER LAST REVISED 7/2/2010 Note 7 _ Bottom of Footing Elev A A CIDH Fou 111��ttt Foundation rE Pole = CIDH —►� ELEVATION CCTV 35 and CCTV 40 USERNAME => USER DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-33(ccty-pole details) BC Bolt hol Dia + I/q TABLE C L� GROUND J REINFORCEMENT TOP & BOTTOM o 7'-0" x 7'-0" x 1'-6" CO a Sloping 8'-0" x 8'-0" x 1'-6" 8 - #5 w � o o i a as a w O a L U Q M z _ 0= 0 � w x J a U 0 w N BORDER LAST REVISED 7/2/2010 Note 7 _ Bottom of Footing Elev A A CIDH Fou 111��ttt Foundation rE Pole = CIDH —►� ELEVATION CCTV 35 and CCTV 40 USERNAME => USER DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-33(ccty-pole details) BC Bolt hol Dia + I/q TABLE C SPREAD FOOTING GROUND FOOTING SIZE LENGTH x WIDTH x DEPTH REINFORCEMENT TOP & BOTTOM Level 7'-0" x 7'-0" x 1'-6" 7 - #5 Sloping 8'-0" x 8'-0" x 1'-6" 8 - #5 CC SI quare I FGI I #5 Lot 6 TA -1 A 15 ice. J1L Note 8 �'—CE Pole ALTERNATIVE FOOTING Dist COUNTY I ROUTE ITOTAL PROJECTJ No. SHEET 08 SBd 15 9.82/11.94 211 310 6/20/12 Q�OFESS10 REGISTERED CIVIL ENGINEER DATE o q� , WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALTFORNTA OR ITS OFF7CER5 -4 Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL COP/ES OF TH15 PLAN SHEET. LIN CONSULTING, INC. FTY FONTANA 21660 E. COPLEY DR., #270RRA AVENUE DIAMOND BAR, CA 91765 CA 92335 DESIGN NOTES: SPECIFICATIONS R=1" Design : AASHTO Standard Specifications for Structural Supports for Highway Typ Signs, Luminaires and Traffic Signals dated 2001. LOADING Wind Loadings : 100 mph Structural steel : fy = 48,000 psi tapered steel pole fy = 36,000 psi unless otherwise noted BASE PLATE Anchor bolts = A307 Reinforced concrete : f'c = 3,600 psi fy = 60,000 psi varies 1 " min, 6" max #5 Stirrups C4 12 both ways NOTES: 1. All steel shall be galvanized after fabrication. 2. During pole erection the pole shall be raked as necessary with the use of leveling nuts to provide a plumb pole axis. 3. The foundation shall be treated as level ground condition if the slope inclination is flatter than 4H: 1V. 4. For mounting heights and weights of equipment mounted, see TABLE A and TABLE B of this sheet. 5. Foundation design is based on AASHTO 2001 article 13.6 Broms'approximate procedure assuming a cohesionless material. The angle of internal friction used is 30 degrees and unit weight of soil used is 120 lbs/ft3. 6. For details not shown, see 2006 "STANDARD PLANS" and 2006 "REVISED STANDARD PLANS". 7. 1'-3" Max for sloped finished grade. 8. #5 Bars and #5 stirrups (Top and bottom) to run both longitudinal and transverse directions. 9. The contractor shall verify all controlling field dimensions before ordering or fabricating any material. THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE Q 1 2 3 IS IN INCHES I i I i I i I MODIFY CLOSED CIRCUIT TELEVISION SYSTEM (POLE DETAILS) NO SCALE E-33 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 X X om w a� JZ J2 aw V D > m W Y = V 0O V) LU W 0 d N J a Z z N 0 U Z Q J Q � w J 3 z Bottom of J baseplate Detoil "A" See Note 5 Deta i I "C" I ELEVATION CCTV 35 and CCTV 40 CIDH Pile foundation NOTE: x THE CONTRACTOR SHALL VERIFY ALL _ CONTROLLING FIELD DIMENSIONS o BEFORE ORRDAERING L. OR FABRICATING ANYw N BORDER LAST REVISED 7/2/2010 Camera mounting plate 5-16 "J" hook for cable support grip Continuous reinforced slotted hole 3/16 DETAIL ''A" "J" Hook for cable support grip. 3/g" Dia round bar. See "DETAIL B" Post wall "J" HOOK DETAIL 0.1793"01 M USERNAME => USER DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-34(ccty-pole details) SLOTTED HOLE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. 2go N 2'/4 DETAIL "B" Dist COUNTY I ROUTE ITOTAL PROJECT IJ No. SHEET 08 SBd 15 9.82/11.94 212 310 ,�2 = C d --c 6/20/12 Q�'oFESSLON REGISTERED CIVIL ENGINEER DATE o q� ti - Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BERESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 2" RECESSED COUPLING DETAIL "C" (TYPICAL) IE sed coupling NOTES: (THIS SHEET ONLY) 1. Place all couplings on the some side of pole. 2. Chose nipples and slotted hole have a raintight plug. Plug should only be removed if chase nipple or slotted hole is used. 3. The chase nipples shall be 1'-0" min vertical clearance from the slotted hole and not on the some side as the slotted hole. 4. All attachments details, see Table B on sheet E-33. 5. Coupling location above ground and spacing shall be verified to match choice of enclosure, prior to fabrication. 6. All attachments, unless otherwise noted, shall be mounted to pole with stainless steel straps or other method without drilling holes in pole. Enclosure may require drilling through post for mounting. Method of mounting enclosure will require Engineer's approval. RELATIVE BORDER SCALE Q 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM (POLE DETAILS) NO SCALE PROJECT NUMBER & PHASE E-34 0800000237 a z 0 x Q 0 a 0 z w H a 0 a zcr O Deta i I "C" I ELEVATION CCTV 35 and CCTV 40 CIDH Pile foundation NOTE: x THE CONTRACTOR SHALL VERIFY ALL _ CONTROLLING FIELD DIMENSIONS o BEFORE ORRDAERING L. OR FABRICATING ANYw N BORDER LAST REVISED 7/2/2010 Camera mounting plate 5-16 "J" hook for cable support grip Continuous reinforced slotted hole 3/16 DETAIL ''A" "J" Hook for cable support grip. 3/g" Dia round bar. See "DETAIL B" Post wall "J" HOOK DETAIL 0.1793"01 M USERNAME => USER DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-34(ccty-pole details) SLOTTED HOLE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. 2go N 2'/4 DETAIL "B" Dist COUNTY I ROUTE ITOTAL PROJECT IJ No. SHEET 08 SBd 15 9.82/11.94 212 310 ,�2 = C d --c 6/20/12 Q�'oFESSLON REGISTERED CIVIL ENGINEER DATE o q� ti - Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BERESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 2" RECESSED COUPLING DETAIL "C" (TYPICAL) IE sed coupling NOTES: (THIS SHEET ONLY) 1. Place all couplings on the some side of pole. 2. Chose nipples and slotted hole have a raintight plug. Plug should only be removed if chase nipple or slotted hole is used. 3. The chase nipples shall be 1'-0" min vertical clearance from the slotted hole and not on the some side as the slotted hole. 4. All attachments details, see Table B on sheet E-33. 5. Coupling location above ground and spacing shall be verified to match choice of enclosure, prior to fabrication. 6. All attachments, unless otherwise noted, shall be mounted to pole with stainless steel straps or other method without drilling holes in pole. Enclosure may require drilling through post for mounting. Method of mounting enclosure will require Engineer's approval. RELATIVE BORDER SCALE Q 1 2 3 IS IN INCHES I i I i I i I UNIT 2232 MODIFY CLOSED CIRCUIT TELEVISION SYSTEM (POLE DETAILS) NO SCALE PROJECT NUMBER & PHASE E-34 0800000237 a x x a N � � 111- 1 PROJECT NOTES: THIS SHEET ONLY 1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING MATERIAL. 2. SEE DETAIL W, SHEET E-36 FOR MOUNTING DETAILS. BORDER LAST REVISED 7/2/2010 DETAIL 'M' USERNAME => USER DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-35(ccty- 2 5'' FRONT (INTERIOR) DETAIL 'N' THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE 0 1 detall).dgn IS IN INCHES I ALUMINUM BACKPLATE SHELF FOR EQUIPMENT Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 213 310 �2 C d --c 6/20/12 Q�oFEssloN REGISTERED CIVIL ENGINEER DATE o 4 WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF aF CAL COPIES OF TNIS PLAN SHEET. LIN CONSULTING, INC. OF FONTANA 21660 E. COPLEY DR., #27]CITY 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 15 1 /2" a ' N N O N SIDE N N •• \ N DETAIL 'P' II II 00 00 ww a a MODIFY CLOSED CIRCUIT �w TELEVISION SYSTEM (ENCLOSURE DETAILS) NO SCALE o w0 E-35 �o a O UNIT 2232 PROJECT NUMBER & PHASE 0800000237 J a Z � o _ u f U Q Q Z J � J 3 z Q J z 0 x Q 0 z a w CD - z w H w O a N � � 111- 1 PROJECT NOTES: THIS SHEET ONLY 1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING MATERIAL. 2. SEE DETAIL W, SHEET E-36 FOR MOUNTING DETAILS. BORDER LAST REVISED 7/2/2010 DETAIL 'M' USERNAME => USER DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-35(ccty- 2 5'' FRONT (INTERIOR) DETAIL 'N' THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE 0 1 detall).dgn IS IN INCHES I ALUMINUM BACKPLATE SHELF FOR EQUIPMENT Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 213 310 �2 C d --c 6/20/12 Q�oFEssloN REGISTERED CIVIL ENGINEER DATE o 4 WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF aF CAL COPIES OF TNIS PLAN SHEET. LIN CONSULTING, INC. OF FONTANA 21660 E. COPLEY DR., #27]CITY 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 15 1 /2" a ' N N O N SIDE N N •• \ N DETAIL 'P' II II 00 00 ww a a MODIFY CLOSED CIRCUIT �w TELEVISION SYSTEM (ENCLOSURE DETAILS) NO SCALE o w0 E-35 �o a O UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x x a BORDER LAST REVISED 7/2/2010 U -B( CCT' ELEVATION DETAIL W ENCLOSURE MOUNTING DETAIL DIRECTION OF TRAVEL U -BOLT CCTV PC SECTION C -C ETW SEE SHEET E-35 DETAIL FOR TYPICAL ENCLOSURE LAYOUT INSTALL CONNECTORS AS REQUIRED CCTV CABINET CCTV CONTROL CABLE AC PLUGo BNC� RJ -4 PLUG L------� DETAIL 'B' Dist COUNTY ROUTE TOTAL PROJECT No. SHEET 08 SBd �159.82/11.94 214 310 � C �(C 6/20/12 e RnFess�oN REGISTERED CIVIL ENGINEER DATE a q� e F� WILLIAM SUN JUNE 22, 2012 No C57664 PLANS APPROVAL DATE 12/31/13 THE STATE OF CALIFORNIA OR /TS OFFICERS i Exp }A OR AGENTS SHALL NOT BE RESPON- BCE FOR sp CIVIL p THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4TF OF CALlF COPIES OF THIS PLAN SHEET, LIN CONSULTING, INC. CITY OF FONTANA 21660 E. CORLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 SHRINK NG MAIN CONNECTOR (TO CCTV ASSEMBLY) COMPOSITE VIDEO CABLE ABBREVIATION: ITU INTERCONNECT AND TERMINATION UNIT CCTV ASSEMBLY WIRING DIAGRAM THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY USERNAME=>_USER_ RELATIVE BORDER SCALE 11 1 2 DGN FILE => Z:AP9364-1-15 Duncan Canyon Rd., FontanaADesignASheets\E-36(cabinet mounting details).dgn IS IN INCHES II ISI D' CABLE MODIFY CLOSED CIRCUIT 1100 a a TELEVISION SYSTEM �w (CABINET MOUNTING DETAILS) NO SCALE o E-36 w O 0 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 x LEGEND Q SC CONNECTORS • SPLICE PIGTAIL TO TYPE D CABLE X DARK FIBER ABBREVIATION: (THIS SHEET ONLY) RMS RAMP METER SYSTEM N2S NETWORK TO SERIAL NOTE: (THIS SHEET ONLY) 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. om } w m a� CAT 5E CABLE Jz W �U Y U.U J V Q W I V D U X � TO RAMP METERING LOCATION 1 TO TRAFFIC SIGNAL cr LOCATION 1 H I SWITCH ETHERNET TO MODEL 170 CONTROLLER MODEL 2070 CONTROLLER Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET ELEMEOPTICNT FIBER N2S ADAPTOR 08 SBd 15 9.82/11.94 215 310 SWITCH CARD MODEL 170 �� C 6/20/12 FIBER OPTIC JUMPER CONTROLLER REGISTERED CIVIL ENGINEER DATE oQROFEssLoq At WILLIAM SUN JUNE 22, 2012 w No C57664 PLANS APPROVAL DATE s CAT 5E CABLE eXP.12/31/13m t THE STATE OF CAL/FORMA OR ITS OFFJCERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR Tp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF aF cnLiFo�`��P COP/ES OF TN/S PLAN SHEET. LIN CONSULTING, INC.CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 El FIBER ❑ ❑ PIGTAILS El ❑❑ it ❑ 2 BUFFER ff ❑ q TYPE D CABLE FROM TUBES ill/ SPLICE VAULT--\ SSC CONNECTORS FIBER DISTRIBUTION PANEL FIBER OPTIC FIBER OPTIC SPLICE TRAY RACK MOUNTABLE INTERCONNECT AND TERMINATION UNIT INTERCONNECT AND TERMINATION UNIT FOR RMS LOCATION 2 AND MODIFIED TMS CAT 5E CABLE ETHERNET CAT 5E CABLE N2S ADAPTOR CARD MODEL 170 CONTROLLER POWER POWER ` STRIP CAT 5E CABLE STRIP N O M �N N \ N 00 00 COMM NICATION SYSTEM a� x J o ETHERNET ETHERNET �w o o 0 N EXTENDER EXTENDER STA 605+00 "D" LINE NO SCALE E-37 W 0 J a z tA THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. a o 0 ^ ETHERNET CAT 5E CABLE �o U Z a CABLE (CAT 5E) \ PROJECT NUMBER & PHASE 0800000237 _3 J J 3 ELEMENT FIBER a Z a FIBER OPTIC SWITCH JUMPER - SC CONNECTOR TCVR z FIBER x a PIGTAILS 0- N SPLICE TRAY s FUTURE CCTV o / z RS -232 SERIAL SC CONNECTOR CABLE \ TYPE D FIBER OPTIC CABL E FROM SPLICE SPLICE INTERCONNECT AND VAULT PIGTAIL TERMINATION UNIT uia O BUFFER TUBE DARK FIBER CCTV CABINET Z CCTV o H I SWITCH ETHERNET TO MODEL 170 CONTROLLER MODEL 2070 CONTROLLER Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET ELEMEOPTICNT FIBER N2S ADAPTOR 08 SBd 15 9.82/11.94 215 310 SWITCH CARD MODEL 170 �� C 6/20/12 FIBER OPTIC JUMPER CONTROLLER REGISTERED CIVIL ENGINEER DATE oQROFEssLoq At WILLIAM SUN JUNE 22, 2012 w No C57664 PLANS APPROVAL DATE s CAT 5E CABLE eXP.12/31/13m t THE STATE OF CAL/FORMA OR ITS OFFJCERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR Tp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF aF cnLiFo�`��P COP/ES OF TN/S PLAN SHEET. LIN CONSULTING, INC.CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 El FIBER ❑ ❑ PIGTAILS El ❑❑ it ❑ 2 BUFFER ff ❑ q TYPE D CABLE FROM TUBES ill/ SPLICE VAULT--\ SSC CONNECTORS FIBER DISTRIBUTION PANEL FIBER OPTIC FIBER OPTIC SPLICE TRAY RACK MOUNTABLE INTERCONNECT AND TERMINATION UNIT INTERCONNECT AND TERMINATION UNIT FOR RMS LOCATION 2 AND MODIFIED TMS CAT 5E CABLE ETHERNET CAT 5E CABLE N2S ADAPTOR CARD MODEL 170 CONTROLLER POWER POWER ` STRIP CAT 5E CABLE STRIP N O M �N N \ N 00 00 COMM NICATION SYSTEM a� x J o CABINET INTERNAL WIRING TRAFFIC SIGNAL LOCATION 1 RAMP METERING LOCATION 1 V (FIBER TO ETHERNET) SB ENTRANCE RAMP SB ENTRANCE RAMP (WIRING DIAGRAMS) DUNCAN CANYON RD DUNCAN CANYON RD "R-1" LINE (SCHEMATIC DETAILS) �w o o 0 STA 605+00 "D" LINE NO SCALE E-37 W 0 N THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. a o �o BORDER LAST REVISED 7/2/2010 USERNAME=>_USER- DGN FILE _> Z \P9364-1-15 Duncan Canyon Rd., Fontana \Design\Sheets\E-37(Schemgtic Deta Is).d-_r RELATIVE BORDER SCALE Q 1 2 15 IN INCHES I UNIT 2232 PROJECT NUMBER & PHASE 0800000237 GENERAL NOTES: (FOR SHEETS E-38 TO E-40 ONLY) Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 2161 310 �2 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o 4 WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CnUFo��P COPIES OF TNIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 00 LIGHTING00 (CITY STREET) SCALE: 1 " = 50' o0 wo E-38 0 PROJECT NUMBER & PHASE 0800000237 om 303 LS -1 FOR COMPLETE RIGHT OF WAY AND ACCURATE INSTALL ��--- 2"C, SCE 1. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO CALTRANS STANDARD PLANS ACCESS DATA, SEE RIGHT OF WAY RECORD DATED MAY 2006 AND CALTRANS STANDARD SPECIFICATION DATED MAY 2006, THE SPECIAL c w 3"C, SCE /TO INS"TALL PROVISIONS, OR AS DIRECTED BY THE STATE REPRESENTATIVE. �" �/ MAPS AT DISTRICT OFFICE. Y 2. POLE LOCATION SHALL BE APPROVED BY CITY REPRESENTATIVE PRIOR TO INSTALLATION. % w m "D" LINE x 0 BY OTHERS, SEE --- ��ER / / "D" LINE z-iw CITY OF FONTANA o °- PROJECT NOTES: (THIS SHEET ONLY) �P Sta1596+Ot D" LIJdf/ INTERIM LYTLE CREEK 1❑ FOR REFERENCE ONLY, VAULT TO BE INSTALLED BY SCE. TO INSTALL CONDUCTORS NORTH Rd PROJECT CANY Rcf - -- -_ — p SAFETY LIGHT - - -z = > � -- -- -- 7 PER TS PLAN - O u^ - ~ a r cr w -_ ` m z w / r p yy %�� P o R/ — - - — _ _ — _ aw Ul) a z v - - -- -- -- _ — — -- - - - - 2'C, SCE - 2-G AGE- - - - - -- _- 2'C SCE TO INSTALL i Sta 599+12 z u o TO INSTALL 2"C, SCE CONDUCTORS u z Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 2161 310 �2 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o 4 WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CnUFo��P COPIES OF TNIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 00 LIGHTING00 (CITY STREET) SCALE: 1 " = 50' o0 wo E-38 0 PROJECT NUMBER & PHASE 0800000237 om 303 LS -1 �F INSTALL ��--- 2"C, SCE + N R St a 598+79 "D" LINE c w 3"C, SCE /TO INS"TALL y SRP �" �/ / 52597+46 Y -1 o CONDUCTORS % w m "D" LINE x 0 --- ��ER / / "D" LINE z-iw 2"C SCE o °- 2"C, SCE �P Sta1596+Ot D" LIJdf/ / / TO INSTALL CONDUCTORS.' V' TO INSTALL CONDUCTORS x CANY Rcf - -- -_ — p SAFETY LIGHT - - -z = > 2"C, SCE -- -- -- 7 PER TS PLAN - Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 2161 310 �2 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o 4 WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CnUFo��P COPIES OF TNIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 00 LIGHTING00 (CITY STREET) SCALE: 1 " = 50' o0 wo E-38 0 PROJECT NUMBER & PHASE 0800000237 om }TO INSTALL ��--- 2"C, SCE + N CONDUCTORS TO INSTALL y - �wz Y CONDUCTORS w m aw --- — "D" LINE z-iw H Ld fl� x CANY Rcf - -- -_ — p SAFETY LIGHT - - -z = > -- -- -- 7 PER TS PLAN - O u^ - ~ a r cr w -_ 6 m z w N- — - - — _ _ — _ aw Ul) a z v - - -- -- -- _ — — -- - - - - 2'C, SCE - 2-G AGE- - - - - -- _- 2'C SCE TO INSTALL _ _ _ z u o TO INSTALL 2"C, SCE CONDUCTORS u z a Prop -Pi/W� Prop Ret WALL �I-BALL V1+w O UCTORS C0NDUC`IOR5., TO INSTALL z o i N w� J CONDUCTORS 3 + ,J., L A+ 3"C, SCE z ' 000 308 LS -1 309 LS -1 StD 59 � w ">N TO INSTALL 3 a ~ Sto 598+21 NE71 "D" CONDUCTORS _ oao LINE \ N CC) Z � x � } �P 4 V�� Exist CALTRANS R/W z W vQ as uj o LEGEND: (THIS SHEET ONLY) El-- NEW 200 WATT HPSV STREET LIGHT POLE a PER CITY OF FONTANA STANDARD PLAN 404 TO BE INSTALLED BY SCE 0 ® SCE VAULT x a U 0 W N i THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME =>-USER- DGN FILE => E-38(cty I ighting).DGN RELATIVE BORDER SCALE Q 1 IS IN INCHES I i I i 2 3 I i I UNIT 2232 Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 2161 310 �2 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o 4 WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CnUFo��P COPIES OF TNIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 00 LIGHTING00 (CITY STREET) SCALE: 1 " = 50' o0 wo E-38 0 PROJECT NUMBER & PHASE 0800000237 x � O LIGHTING00 ww (CITY STREET) SCALE: 1 " = 50' o wo E-39 0 0 PROJECT NUMBER & PHASE 0800000237 Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET LEGEND: (THIS SHEET ONLY) PROJECT NOTES: (THIS SHEET ONLY) 08 SBd 15 9.82/11.94 217 310 STRUCTURE LIGHT (SEE PROJECTREQUIREMENT. NOTE 4 THIS SHEET) 1❑ FZ INSTALL 2" CONDUIT IN CONCRETE BARRIER. STRUCTURE INSTALLATIONS PER Std ES -9A DETAIL I. INSTALL 3" CONDUIT PER SCE'S CONDUCTORS TO BE INSTALLED BY SCE. eizon2 ' 22 C �ISTERED REG CIVIL ENGINEER DATE oeROFESSJO q [1-0 NEW 200 WATT HPSV STREET LIGHT POLE 0 STRUCTURE INSTALLATIONS PER Std ES -9B DETAIL XY. 8. CONTRACTOR TO VERIFY ELEVATION OF Fc PER CITY OF FONTANA STANDARD PLAN 404 4] CONTRACTOR TO FURNISH AND INSTALL: PILASTER BASE AND HEIGHT OF POLE WILLIAM SUN JUNE 22, 2012 TO BE INSTALLED BY SCE -21 FEET RENAISSANCE 8 GEAR TOOTH POST WITH SHIKRA POLE CAP BY VALMONT IN DARK BRONZE NEEDED TO MOUNT LUMINAIRE AT 30 FEET PLANS APPROVAL DATE No.C57664 "P. 12/31/13 A RAMP "R-3" LINE -12 FEET SINGLE MAST ARM PRIOR TO ORDERING POLE. THE 57a7E of c4LJEORN7A OR ITS 0,'ErcER5 a CIVIL 2#4, 1# // -LAKE COUNTY AC1 BASE WITH SOFT SQUARE, NON-TAPERED BASE COVER 0/?A6ENTS SHALL NOT BE RESPONSIBLE"" s"I �lP eOFOA a -150 W HPS EPIC CLASSICAL MEDIUM HOUSING WITH SLOT MID SECTION AND BELL HOUSING BY oPiESOFATH,5RTaaP,vEEiEssoFErEcraororc Foa "R-4" LINE COOPER LIGHTING IN DARK BRONZE LIN CONSULTING, INC. CITY OF FONTANA 3"C, SCE TO F5 INSTALL STREET LIGHT POLE BEHIND SIDEWALK TO AVOID CONFLICT WITH DRAINAGE SYSTEM. E. COPLEY DR., #270 8353 SIERRA AVENUE r m �w © INSTALL 120/240 V TYPE III -BF SERVICE ENCLOSURE WITH TYPE V PEC, SERVICE ADDRESS: XXX -XXX -XXX .2I1660 DAMOND BAR, CA 917 6 5 FONTANA, CA 92335 o w � LS -3 METER: 3"C, SCE TO 2#4, 1#4 100 A, 240 V, 2P CB (MAIN BREAKER) 2#4, 1#4 w 30 A, 240 V, 2P, CB (LIGHTING) 0 1 BARE G 4 30 A, 240 V, 2P, CB (LIGHTING) o / ! 4 1❑ BARE G INSTALL CONDUCTORS 15 A, 120 V, 1P,CB (LIGHTING CONTROL) � O LIGHTING00 ww (CITY STREET) SCALE: 1 " = 50' o wo E-39 0 0 PROJECT NUMBER & PHASE 0800000237 LOL NB ENTRANCE x RAMP "R-3" LINE / LOL SB EXIT RAMP 2#4, 1# // pJ a "R-4" LINE 1 BARE / / / 3"C, SCE TO INSTALL CONDUCTORS � J 3"C, SCE TO 2#4, 1#4 '4 // 2#4, 1#4 2"C, SCE TO INSTALL CONDUCTORS 1 BARE G 4 o / ! 4 1❑ BARE G INSTALL CONDUCTORS 0 4 q o �' 0 tiw 0 4 CO 5 on 0 0 o �z / �r �z J 0 U-) 00 "�W �Z �Z M+ J / �Q0p ��C, �Z -i �� _ 00 = 00_ r'"� 70J CO w 2"C, SCE TO -i 2 3 ��o vo= _ / / N ° 00- 3 0op w Y INS T -AL � —C�IDUCTORS o —�--_- io o o ° � v co o - � ; o_o ° <w 0+ ---- M`n 9A N N 9A 9 --- 9A n o - -- -9A --- _,- --- � N _ N O - - x t0 - - -_ - - -- - J -_ (O l0 UI z co 3"C,_2#4 .-_ m w0 Ir z w "D" LINE_ D1JNC-AN CA Rd- 114 BARE G `\ Z w w YON Z J W N - - - - W z z N U z = F- (D n - , — - —- gA -- — _ - 1 m - F_Ov1 o ¢> �zw _ — — — — — — — — -- A ---- — ------- ------ — ¢r �zw z a J ca> uii - - - - - - 9A 3"C, SCE TO 9A 0 9A 9A 2 2"C, SCE TO INSTALL `� u N z 2"C, SCE TO INSTALL �/ 0 3 z 3 a INSTALL o CONDUCTORS �? M W z o o Ln �:w o 2"C, 2#4, tiW CONDUCTORS 504 LS -1 a z a zu z CONDUCTORS 0) 'j +� -Lu mz rnz 1#4 BARE G n�Z / Sto 611+10 _ v z D NZ -+ OL Q0= tiW mz O+� ��z �r-J NQ^ -i I _ ---_-D"-LINE O �O OQJ NW QO_ l9a+J - O� ��- �10� v0- �� __ff O' _ — — --� - V) +z °o ° vo = _ �o - — 00P 3"C, SCE TO Joy / 0 v} o ° C) `�'v+ INSTALL -°0 N N +_ 6 CONDUCTORS 1 o rn op ++- 4 4 N 4 x a/ _ / 4 2#4, 1#4 1 7 C= 5 2#4 1#4 1 BARE G BARE G 2#4, 1 #4 1 z / BARE G LOL NB EXIT RAMP CO o ' ' "R-2" LINE 4r) Z w 0) as /Q d x J a .l Prop R/W U O I_I.A N i THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. BORDER LAST REVISED 7/2/2010 USERNAME => -USER- DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-39(city Iighting).DGN RELATIVE BORDER SCALE 02 IS IN INCHES I 1 I 3 I UNIT 2232 � O LIGHTING00 ww (CITY STREET) SCALE: 1 " = 50' o wo E-39 0 0 PROJECT NUMBER & PHASE 0800000237 x LOL NB ENTRANCE RAMP "R-3" LINE BORDER LAST REVISED 7/2/2010 1 / "2"C, SCE TO SCE PULL BOX / INSTALL � CONDUCTORS �Pr6p CALTRQNS R/W i LEGEND: (THIS SHEET ONLY) I ❑� NEW 200 WATT HPSV STREET LIGHT POLE PER CITY OF FONTANA STANDARD PLAN 404 I TO BE INSTALLED BY SCE PROJECT NOTES: (THIS SHEET ONLY) / UNMETERED 301 302 303 304 306 307 SCE TO INSTALL CONDUCTORS SCE TO INSTALL 2#4, 1#4 BARE G CONDUCTORS 305 C401 C402 C403 HDUNCAN CANYON Rd 310 LEGEND: (FOR WIRING DIAGRAM ONLY) NEW CONDUCTOR NEW 200 WATTS HPSV LUMINAIRE G) NEW 150 WATTS HPS LUMINAIRE ON STRUCTURE 1❑ INSTALL TYPE H RISER ON EXISTING POWER POLE PP# 4640052E 2❑ INSTALL 3" CONDUIT PER SCE'S REQUIREMENT. CONDUCTORS TO BE INSTALLED BY SCE. USERNAME => USER DGN FILE => E-40(city lighting).DGN C407 C408 C409 / C410 WIRING DIAGRAM NO SCALE THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 02 -3 IS IN INCHES I I 1 I I II UNIT 2232 Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 218 310 C d --c 6/20/12 Q�oFEssloN REGISTERED CIVIL ENGINEER DATE o `4 WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 C404 C405 C406 SCE TO INSTALL CONDUCTORS 501 � 50 00 00 C411 C412 503 504 4, 1#4 BARE G SCE TO INSTALL CONDUCTORS UNMETERED 120/240V INSTALL 120/240 V TYPE III -BF SERVICE CABINET LIGHTING (CITY STREET) SCALE: 1" = 50' E-40 PROJECT NUMBER & PHASE 0800000237 w J 3 i 0 ii o I i Q Q Ld w Ld w w � 0 o c� Exist z ZI CALTRANS 3"C, SCE x R/W TO INSTALL / z CONDUCTORS' o `^ 502 L5-1 r a Sto 612+94 J 2"C, SCE TO , "D" LINE J INSTALL 3:: CONDUCTORS Q w 0 Q Z cr 0 — 0 wo } m o + Jr J z W N Qo L 3' C,==Slt��- _ INSTAt CONDUCTORS -- -- - Q y -- D, LINT U ZM —d- -_ I D aw O 6 W - 2"C, SCE TO x J � ��, -., + INSTALL CONDUCTORS- - � cJ z x-- �0v1- cr w a r- _-- -- - -- :2zw a w / N UU) J Z a � I/ o m z 2_ BORDER LAST REVISED 7/2/2010 1 / "2"C, SCE TO SCE PULL BOX / INSTALL � CONDUCTORS �Pr6p CALTRQNS R/W i LEGEND: (THIS SHEET ONLY) I ❑� NEW 200 WATT HPSV STREET LIGHT POLE PER CITY OF FONTANA STANDARD PLAN 404 I TO BE INSTALLED BY SCE PROJECT NOTES: (THIS SHEET ONLY) / UNMETERED 301 302 303 304 306 307 SCE TO INSTALL CONDUCTORS SCE TO INSTALL 2#4, 1#4 BARE G CONDUCTORS 305 C401 C402 C403 HDUNCAN CANYON Rd 310 LEGEND: (FOR WIRING DIAGRAM ONLY) NEW CONDUCTOR NEW 200 WATTS HPSV LUMINAIRE G) NEW 150 WATTS HPS LUMINAIRE ON STRUCTURE 1❑ INSTALL TYPE H RISER ON EXISTING POWER POLE PP# 4640052E 2❑ INSTALL 3" CONDUIT PER SCE'S REQUIREMENT. CONDUCTORS TO BE INSTALLED BY SCE. USERNAME => USER DGN FILE => E-40(city lighting).DGN C407 C408 C409 / C410 WIRING DIAGRAM NO SCALE THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 02 -3 IS IN INCHES I I 1 I I II UNIT 2232 Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 218 310 C d --c 6/20/12 Q�oFEssloN REGISTERED CIVIL ENGINEER DATE o `4 WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 C404 C405 C406 SCE TO INSTALL CONDUCTORS 501 � 50 00 00 C411 C412 503 504 4, 1#4 BARE G SCE TO INSTALL CONDUCTORS UNMETERED 120/240V INSTALL 120/240 V TYPE III -BF SERVICE CABINET LIGHTING (CITY STREET) SCALE: 1" = 50' E-40 PROJECT NUMBER & PHASE 0800000237 w J 3 z 0 � x Q 0 z 0 w Q w 0 Q Z cr 0 x J Q U O W N BORDER LAST REVISED 7/2/2010 1 / "2"C, SCE TO SCE PULL BOX / INSTALL � CONDUCTORS �Pr6p CALTRQNS R/W i LEGEND: (THIS SHEET ONLY) I ❑� NEW 200 WATT HPSV STREET LIGHT POLE PER CITY OF FONTANA STANDARD PLAN 404 I TO BE INSTALLED BY SCE PROJECT NOTES: (THIS SHEET ONLY) / UNMETERED 301 302 303 304 306 307 SCE TO INSTALL CONDUCTORS SCE TO INSTALL 2#4, 1#4 BARE G CONDUCTORS 305 C401 C402 C403 HDUNCAN CANYON Rd 310 LEGEND: (FOR WIRING DIAGRAM ONLY) NEW CONDUCTOR NEW 200 WATTS HPSV LUMINAIRE G) NEW 150 WATTS HPS LUMINAIRE ON STRUCTURE 1❑ INSTALL TYPE H RISER ON EXISTING POWER POLE PP# 4640052E 2❑ INSTALL 3" CONDUIT PER SCE'S REQUIREMENT. CONDUCTORS TO BE INSTALLED BY SCE. USERNAME => USER DGN FILE => E-40(city lighting).DGN C407 C408 C409 / C410 WIRING DIAGRAM NO SCALE THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE 02 -3 IS IN INCHES I I 1 I I II UNIT 2232 Dist COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 218 310 C d --c 6/20/12 Q�oFEssloN REGISTERED CIVIL ENGINEER DATE o `4 WILLIAM SUN JUNE 22, 2012 W. C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CAL1F��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 C404 C405 C406 SCE TO INSTALL CONDUCTORS 501 � 50 00 00 C411 C412 503 504 4, 1#4 BARE G SCE TO INSTALL CONDUCTORS UNMETERED 120/240V INSTALL 120/240 V TYPE III -BF SERVICE CABINET LIGHTING (CITY STREET) SCALE: 1" = 50' E-40 PROJECT NUMBER & PHASE 0800000237 w x FRON DOOR r �w m �n o > w w Q 0 Lr x x x m a J 26" SIDE VIEW 2 OR 334 CABINET POLICE PANEL 'C NIPPLE SEE NOTE 1 FRONT DOOR TEAR )OOR IOLT MOUNTING LOCATION (4 TYP) MODEL 332 OR 334 CABINET EXTERNAL N - BBS CABINET 26" _I Min TOP VIEW EXTERNAL BBS CABINET MOUNTED TO THE MODEL 332 OR 334 CABINET MODEL 332 OR 334 FRONT --o DOOR EXTERNAL it BBS CABINET SEE NOTE 1 O 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)) REAR DOOR POLICE PANEL 2"C NIPPLE MODEL 332 OR 334 CABINET ANCHOR BOLTS, 4 Min (SEE NOTE 2) BORDER LAST REVISED 7/2/2010 USERNAME=>_USER- DGN FILE => Z!\P9364-1-15 Du NOTE: (THIS SHEET ONLY) 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, %"-16 X 1" BOLTS; TWO WASHERS PER BOLT, DESIGNED FOR %" 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 WILL HAVE TO APPROVE THE BOLT MOUNTING LOCATION PRIOR TO INSTALLATION. 2. THE ANCHOR BOLTS SHALL BE %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 WILL HAVE TO APPROVE THE ANCHOR BOLTS AND ITS 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 WILL HAVE TO APPROVE ANY NECESSARY DEVIATIONS PRIOR TO CONSTRUCTION. 4. ALL DIMENSIONS ARE NOMINAL. CONDUIT AREA (9" x 15") Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 219 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of cnUFo��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 RAISED PCC PAD IN UNPAVED AREAS OR MATCH EXISTING GRADE EXTERNAL BBS CABINET ANCHOR BOLTS, 2 Min (SEE NOTE 2) EXTERNAL BBS CABINET DOOR MODIFIED MODEL 332 AND 334 CABINET N FOUNDATION DETAIL FOR BATTERY BACKUP SYSTEM (BBS) o� N.. (FOR DIMENSIONS AND DETAILS NOT SHOWN AND ADDITIONAL NOTES, SEE SHEET �a N ES -3C OF THE STANDARD PLANS FOR MODEL 332 AND 334 CABINETS) ow Z 0 0 w w oa SIGNAL AND LIGHTING 0 0 J J U a a EXTERNAL it BBS CABINET SEE NOTE 1 O 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)) REAR DOOR POLICE PANEL 2"C NIPPLE MODEL 332 OR 334 CABINET ANCHOR BOLTS, 4 Min (SEE NOTE 2) BORDER LAST REVISED 7/2/2010 USERNAME=>_USER- DGN FILE => Z!\P9364-1-15 Du NOTE: (THIS SHEET ONLY) 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, %"-16 X 1" BOLTS; TWO WASHERS PER BOLT, DESIGNED FOR %" 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 WILL HAVE TO APPROVE THE BOLT MOUNTING LOCATION PRIOR TO INSTALLATION. 2. THE ANCHOR BOLTS SHALL BE %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 WILL HAVE TO APPROVE THE ANCHOR BOLTS AND ITS 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 WILL HAVE TO APPROVE ANY NECESSARY DEVIATIONS PRIOR TO CONSTRUCTION. 4. ALL DIMENSIONS ARE NOMINAL. CONDUIT AREA (9" x 15") Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 219 310 C d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp.12/31/13 OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of cnUFo��P COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 RAISED PCC PAD IN UNPAVED AREAS OR MATCH EXISTING GRADE EXTERNAL BBS CABINET ANCHOR BOLTS, 2 Min (SEE NOTE 2) EXTERNAL BBS CABINET DOOR MODIFIED MODEL 332 AND 334 CABINET N FOUNDATION DETAIL FOR BATTERY BACKUP SYSTEM (BBS) o� N.. (FOR DIMENSIONS AND DETAILS NOT SHOWN AND ADDITIONAL NOTES, SEE SHEET N ES -3C OF THE STANDARD PLANS FOR MODEL 332 AND 334 CABINETS) N 0 0 w w SIGNAL AND LIGHTING 0 0 J J a a (BBS FOUNDATION DETAILS)ww o0 NO SCALE E-41 wo �o a o details).dgn 0 2 3 RELATIVE BORDER scALEUNIT IS IN INCHES I i I i I i I 2232 PROJECT NUMBER & PHASE 0800000237 x x LEGEND: (THIS SHEET ONLY) PTS = POWER TRANSFER SWITCH UPS = UNINTERRUPTIBLE POWER SUPPLY UPSC = UNINTERRUPTIBLE POWER SUPPLY CONTROLLER UPSM = UPS MODE BP = BYPASS MBPS = MANUAL BYPASS SWITCH AC POWER TO AC+ = UNGROUNDED CONDUCTOR BBS CABINET (SEE NOTE 3) AC- = GROUNDED CONDUCTOR C = COMMON Grn = GREEN Blk = BLACK Wht = WHITE SF = STATE -FURNISHED TB = TERMINAL BOARD Cntl = CONTROL Gnd = GROUND Temp = TEMPERATURE Batt = BATTERY 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. 7. THE CONTRACTOR SHALL PROVIDE A 9 -WIRE WIRING HARNESS OR BUNDLED 9 MULTICOLOR CONDUCTORS, #18 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. z SEE NOTE 4 uj H d O Q TO 332 CABINET CIRCUITRY �I~ ml L �N-BUS G -BUS a � a CO I I — �' J J �FI` U1 -_ =� II � I C V a I � ] la I0IQ TB I �J }SEE NOTE 6 Blk Y� m I I AC+ LINE RED FROM SF PTS Z SINGLE-PHASE, 120 V 0 2 -WIRE ckt FROM SERVICE EQUIPMENT x J Q U SF PTS UPS OUT INVERTER/CHARGER UNIT 0 N AC OUTPUT Batt VOLTAGE 0+ W N . BORDER LAST REVISED 7/2/2010 332 CONTROLLER CABINET USERNAME=>_USER- DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-42 (BBS Type A details).dg Dist COUNTY I ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 220 310 �/ = C d --c 6/20/12 Q�'oFEssloN REGISTERED CIVIL ENGINEER DATE o q� ti - Fc WILLIAM SUN JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A THE STATE OF CALIFORNIA OR ITS OFFICERS V Exp. # - A C+ LINE Oa AGENTS SHAL L NOT aE RESPONSIBZ E FOR s, C t v I L TO SF PTS THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of cn�i COPIES OF THIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 UPSM (�) BP UPS AC- Gnd AC+ LINE FROM SF PTS 75 TO 80 AMPERE -HOURS AT 20 HOUR RATE PER BATTERY BATTERY SET (4 TO 8 BATTERIES) 0 N � O � \r N N •• \ N II II BBS CABINET w� SIGNAL AND LIGHTINGoc W W (BBS POWER CONNECTION DIAGRAM, TYPE A, CASE -1) NO SCALE E-42 o O a O RELATIVE BORDER SCALE 0 IS IN INCHES I I I I I 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 I I SF PTS UPS OUT INVERTER/CHARGER UNIT N AC OUTPUT Batt VOLTAGE 0+ A!BP Cntle TEST POINTS O - UPS IN AC INPUT + + c U U C U N A+ Q : 0 Q — AC+ IN AC+ OUT c u p 1n 2 -hr m z w ON Batt LOW Batt TIMER + - �- UPSC 000 1000 100040 oa o� U U O U U O U U O m Z m H �NC�j �1�c z z z z z z NOE------lNO r7-1 M UPSM (�) BP UPS AC- Gnd AC+ LINE FROM SF PTS 75 TO 80 AMPERE -HOURS AT 20 HOUR RATE PER BATTERY BATTERY SET (4 TO 8 BATTERIES) 0 N � O � \r N N •• \ N II II BBS CABINET w� SIGNAL AND LIGHTINGoc W W (BBS POWER CONNECTION DIAGRAM, TYPE A, CASE -1) NO SCALE E-42 o O a O RELATIVE BORDER SCALE 0 IS IN INCHES I I I I I 3 UNIT 2232 PROJECT NUMBER & PHASE 0800000237 I I x x LEGEND: (THIS SHEET ONLY) PTS = POWER TRANSFER SWITCH UPS = UNINTERRUPTIBLE POWER SUPPLY UPSC = UNINTERRUPTIBLE POWER SUPPLY CONTROLLER UPSM = UPS MODE BP = BYPASS AC POWER TO MBPS = MANUAL BYPASS SWITCH BBS CABINET (SEE NOTE 3) AC+ = UNGROUNDED CONDUCTOR AC- = GROUNDED CONDUCTOR C = COMMON Grn = GREEN BIk = BLACK Wht = 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, #18 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. P z / x a 0 z 4 O Y z SEE NOTE 4 m H a O a SINGLE-PHASE, 120 V 2 -WIRE ckt FROM - SERVICE EQUIPMENT - x J a U 0 w N BORDER LAST REVISED 7/2/2010 TO 332 CABINET CIRCUITRY y I c i - L c ml�l N -BUS G -BUS o m I �P I♦I -1 J II i+ I -c I I TB a a IIIA SEE NOTE JNOTE 6 AC+ LINE - \ / FROM SF PTS c U L7 a 332 CONTROLLER CABINET USERNAME=>_USER- DGN FILE => Z!\P9364-1-15 Duncan Canyon Rd., Fontana\Design\Sheets\E-43 (BBS Type B detalls)..dg BIk RED 0 w O_ RELATIVE BORDER SCALE IS IN INCHES -AC+ LINE TO SF PTS SF PTS UPS OUTS BP Cntle UPS IN a + U c U a 0 a UPSC AC+ OUT NC NOf----lNO NC UPSM BPUP S AC - Dist COUNTY ROUTE TOTAL PROJECT J No. SHEET 08 SBd 15 9.82/11.94 221 310 �/ = 0 d --c 6/20/12 Q�oFEssLON REGISTERED CIVIL ENGINEER DATE o q� ti � Fc WILLIAM SUN .- JUNE 22, 2012 No, C57664 PLANS APPROVAL DATE 12/31/13 A Exp. THE STATE OF CALIFORNIA OR ITS OFFICERS V # OR AGENTS SHALL NOT BE RESPONSIBLE FOR sp CIVIL THE ACCURACY OR COMPLETENESS OF ELECTRONIC 4rF of CALW"�" � COPIES OF TNIS PLAN SHEET. LIN CONSULTING, INC. CITY OF FONTANA 21660 E. COPLEY DR., #270 8353 SIERRA AVENUE DIAMOND BAR, CA 91765 FONTANA, CA 92335 INVERTER/CHARGER UNIT c w N+ AC OUTPUTNO O ON Batt 0+ G C 0 RELAY AJo O a- 0- C+ AC INPUT NC O > NO 0 LOW Batt +_ Ln C O RELAY B m°~ NC 0 NO O TIMER +-� Temp SENSE NC 00 RELAY C ma z RELAY CONTROL Temp PROBE + LINE FROM SF PTS 75 TO 80 AMPERE -HOURS AT 20 HOUR RATE PER BATTERY BATTERY SET (4 TO 8 BATTERIES) N Q oN tm N \ N II II BBS CABINET w� SIGNAL AND LIGHTING00 W W (BBS POWER CONNECTION DIAGRAM, TYPE B, CASE -1) NO SCALE E-43 O a O ° UNIT 2232 PROJECT NUMBER & PHASE 0800000237 I I I I I I I Ret Wall Type 1 Total Length = 375'-0" (Measured along RW No. 1 LOL) Length 63'-0" 72'-0" 72'-0" 72'-0" 90 -0" ay l �- \--Concrete MediM.1 LIdle FgE±_57 0,8 - - - -- --- - -- ---- ----__ o z - o + �C Design "H" H= 4'-0" H= 6'-0" H= 8'-0" H= 10' H= 12'-0" WALL o 13+00 Type 732 (Mod) BY CHECKED BY DEVELOPED ELEVATION 02 z r O 2 CIVIL ENGINEER DATE�p QpOFESSrON4` REGISTERED " - 1 20, Hand Railing � z - O DATA Fractured Rib MOHAN S. CHAR Z 0 } -IR © Q Bottom of R = 2347.43' =oo �o R = 216.43' R = 2300.00' To of Barrier Slab 3 A= 2046'56" o o 11024'11" A= 11024'11" A= 3°54'47" Wo (TW) "Retaining Wall Layout = 57.00' J (nx- FG 2 1 NT �I L = 113.99' s� 36.53' L = 43.07' L = 157.08' �<o - - - - - - - DISREGARD PRINTS BEARING o FG OG- S HEFT � _ - - - - - - - - - - - - - - - - - - - - - - J00 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES y q/ 09 12 70 5/ 11 10 11 3/ /Lytle Creek North Rd Project" 1 1 7 vI Datum Elev 1690.00 '---FG=OG ay l �- \--Concrete MediM.1 LIdle FgE±_57 0,8 - - - -- --- - -- ---- ----__ o z - o + �C Legend: 08 1 SBd 15 1 9.82/11.94 222 310 10+00 11+00 12+00 WALL A 13+00 Type 732 (Mod) BY CHECKED BY DEVELOPED ELEVATION 02 Tubular B11-5 54E0112 2 CIVIL ENGINEER DATE�p QpOFESSrON4` REGISTERED " - 1 20, Hand Railing CURVE DATA Fractured Rib MOHAN S. CHAR Z 0 Architectural Texture © © Q Curb, See "Road Plans" R = 2347.43' R = 183.57' R = 216.43' R = 2300.00' Notes: A= 2046'56" A= 11024'11" A= 11024'11" A= 3°54'47" QUANTITIES KIM "Retaining Wall Layout = 57.00' T = 18.33' T = 21.61' T = 78.57' NT L = 113.99' L = 36.53' L = 43.07' L = 157.08' �<o By Others DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) S HEFT � / o See "City of Fontana Interim FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES y q/ 09 12 70 5/ 11 10 11 3/ /Lytle Creek North Rd Project" 1 1 7 vI FILE _> 54e0112-a-gpOl .dgn - -------r---- - - - - `�/ Cherry "Ave -------- �' Line To + �. ETW Duncan Road K' ��' D _Canyon N 85027'13° of 598+00 N 89"-22-00"1= 595+00 - - - ETW 596+00- \ ,EC r=te A E S / To Citrus Ave -----------,-- ay l �- \--Concrete MediM.1 LIdle FgE±_57 0,8 - - - -- --- - -- ---- ----__ o z - o + �C Legend: 08 1 SBd 15 1 9.82/11.94 222 310 - - o C concrete Barrier WALL A J 10+00/"N890 22 11+00 BC Ret WalI No. 1 LOL 10+26.43 =47.43 Rt "D" Line Sta 595+00.00 i Begin Barrier Slab Begin Ret Wall No. 1 10+00.00 L Begin Conc Barrier Type 732 (Mod) Begin Tubular Hand Railing =47.43 Rt "D" Line Sto 594+73.57 Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. N860 35'5"E - 1 00 _ -Exist R/W / 13+00 BC Ret Wall No. 1 LOL 12+75.95 =49.65 Rt "D" Line Sta 597+46.25 EC Ret Wall No. 1 LOL 11+40.42 =47.43 Rt "D" Line Sto 596+11.68 EC Ret Wall No. 1 LOL 13+12.48 =53.99 Rt "D" Line Sto 597+82.47 S 82G0744" E see Index to Plans sheet. 3. For "Fractured Rib Architectural Texture", see "Index to Plans" sheet. "D" Line = ETW Duncan Canyon Road Var O'to 12' ES Var 0' to 4' 4' Var 7' Ret Wall No. 1 LOL to 14' 12' 12' 5' 6' 1'-5" 2^/. Max 2j_ i 27► 8`�-- Var �13 Roadway _ ) Section �= Soil Reinf (D_ ---- 1 o - OG _ _ _ LevelIrl ing Mesh Length L Ret Wo I I No. 1 LOL Base Sta 13+75.00 to 14+58.10 Width BW TYPICAL SECTION -Barrier Slab - O c m _ -Face Panels U) _ 0 -�A- - o FG = OG 12'-0" Min or 0.1H No Scale T "D" Line = ETW Duncan Canyon Road Var 0' to 12' Var 0' to 4' ES 4' Var 7' to 14 12' 12' 5' 6' 1 4 4 2% Max 2% & Var Roadway Section Ret WaII No. 1 LOL Barrier Slab 0-3 1 c OG 3-1 i Type 1 83-1 Ret Wall o = --------------- i_L _ o `--FG = OG BC Ret Wall No. 1 LOL 13+53.47 '(1 1'-6' Min =62.88 Rt "D" Line Sto 598+22.48 Ret Wall No. 1 LOL Sto 10+00.00 to 13+75.00 TYPICAL SECTION No Scale BY DESIGN D. KIM CHECKED LOAD &RESISTANCE Li- LUAUINU: A. SIVATHASAN FACTORDESION DIST COUNTY TE ROUTOTAL PROJECT ' No SHEET Legend: 08 1 SBd 15 1 9.82/11.94 222 310 10 concrete Barrier WALL N0. 1 O w Type 732 (Mod) BY CHECKED BY CHECKEDSTATE 02 Tubular B11-5 54E0112 2 CIVIL ENGINEER DATE�p QpOFESSrON4` REGISTERED Hand Railing F41, Q3 Fractured Rib MOHAN S. CHAR Z POST MILES Architectural Texture PLANS APPROVAL DATE No. 57894 ® Curb, See "Road Plans" rhe State of California or its officers or agents CI IL CHECKED BY PLA AND SPECS ,,�Xp.6/30/14 shall not be responsible for the accuracy or aP Notes: coWlefeness of electronic copies of this plan sheet. of CALIF 1. For "Design "H", see CITY OF FONTANA QUANTITIES KIM "Retaining Wall Layout C0:IPAREDM. CHAR 8353 SIERRA AVENUE No. 1 to No. 3" sheets. FONTANA, CA 92335 . a COM TECHNICAL SERVICES INC. 2. For General Notes, 11 NORANGE 999 TOWN & COUNTRY ROAD [A CALIFORNIA 92868 see Index to Plans sheet. 3. For "Fractured Rib Architectural Texture", see "Index to Plans" sheet. "D" Line = ETW Duncan Canyon Road Var O'to 12' ES Var 0' to 4' 4' Var 7' Ret Wall No. 1 LOL to 14' 12' 12' 5' 6' 1'-5" 2^/. Max 2j_ i 27► 8`�-- Var �13 Roadway _ ) Section �= Soil Reinf (D_ ---- 1 o - OG _ _ _ LevelIrl ing Mesh Length L Ret Wo I I No. 1 LOL Base Sta 13+75.00 to 14+58.10 Width BW TYPICAL SECTION -Barrier Slab - O c m _ -Face Panels U) _ 0 -�A- - o FG = OG 12'-0" Min or 0.1H No Scale T "D" Line = ETW Duncan Canyon Road Var 0' to 12' Var 0' to 4' ES 4' Var 7' to 14 12' 12' 5' 6' 1 4 4 2% Max 2% & Var Roadway Section Ret WaII No. 1 LOL Barrier Slab 0-3 1 c OG 3-1 i Type 1 83-1 Ret Wall o = --------------- i_L _ o `--FG = OG BC Ret Wall No. 1 LOL 13+53.47 '(1 1'-6' Min =62.88 Rt "D" Line Sto 598+22.48 Ret Wall No. 1 LOL Sto 10+00.00 to 13+75.00 TYPICAL SECTION No Scale BY DESIGN D. KIM CHECKED LOAD &RESISTANCE Li- LUAUINU: A. SIVATHASAN FACTORDESION HL- W/ "LUW CUY" ANU PERMIT DESIGN VEHICLE PREPARED FOR THE BRIDGE NO. RETAINING WALL N0. 1 O w DESIGN OVERSIGHT ROBERT ZEZOFF BY CHECKED BY CHECKEDSTATE OF CALIFORNIA MOHAN S. CHAR 54E0112 4 DETAILS S. DESALEGN D. KIM LAYOUT S. DESALEGN M. CHAR PROJECT ENGINEER POST MILES II BYD. CHECKED BY PLA AND SPECS GENERAL PLAN N O SIGN OFF DATE QUANTITIES KIM A. SIVATHASAN SPECIFICATIONS J. WANG C0:IPAREDM. CHAR DEPARTMENT OF TRANSPORTATION 10,91 . a DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.2/25/05) ORIGINAL SCALE IN INCHES UNIT 2 2 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) S HEFT � FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES y q/ 09 12 70 5/ 11 10 11 3/ 12 5/ 12 6/22/12 1 1 7 vI FILE _> 54e0112-a-gpOl .dgn 63 Panels a 5'-0" = 315'-0" MSE Wall Total Length Measured Along Ret Wall No. 1 LOL -Top of Leveling Pad o0 0 Elev 1717.00 - CO V- LID + + Q � Datum Elev 1670.00 14+00 .4-ETW "D" Line _ Duncan / Canyon Road j / P BC "D" Line 599+66.33 / __(-FG_ OGj ------------------ Bottom - Bottom of Barrier slab 15+00 GO O O N ti 0 H -Top of Leveling Pad Elev 1714.50 DEVELOPED ELEVATION 16+00 FG Legend: 6 �p Lo Concrete Barrier z 1 - 1` Co O M 2Q 0 M O1() O O O M Fractured Rib O 1Y) ti � O r- O � l� O Inn Q 3 � o I0 To of 3 �Walpl (TW) Co Lo 3 H 3 / © Conc Gutter -Top of Leveling Pad o0 0 Elev 1717.00 - CO V- LID + + Q � Datum Elev 1670.00 14+00 .4-ETW "D" Line _ Duncan / Canyon Road j / P BC "D" Line 599+66.33 / __(-FG_ OGj ------------------ Bottom - Bottom of Barrier slab 15+00 GO O O N ti 0 H -Top of Leveling Pad Elev 1714.50 DEVELOPED ELEVATION 16+00 FG Legend: 6 �p 0 Concrete Barrier z Type 732 (Mod) Do 2Q Tubular Hand Railing 4-C o Q3 Fractured Rib Of o � Architectural Texture ® Curb, see "Road Plans" 1''- ~ 05 Cable Railing © Conc Gutter COUNTY ROUTE TOTAL PROJECT ' No SHEET SBEI 1 15 1 9.82/11.94 12231 310 6/22/12 00ESSl0N REGISTERED CIVIL ENGINEER DATE ,tee F2 MOHAN S. CHAR i PLANS APPROVAL DATE No. 57894 EXp.6/30/14 The State of California or its officers or agents sr CIVIL P shall not be responsible for the accuracy or a):� 0� coWlefeness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92668 1. For "Design "H", see "Retaining Wall Layout No. 1 to No. 3" sheets. 2. For General Notes, see "Index to Plans" 17+00 sheet. 3. For "Fractured Rib Architectural Texture", see "Index to Plans" sheet. y1" = 20' "D" Line = Duncan Canyon Road Var 0/ to 4' tor14' / 12' 12' F / 2% / ESS,/ Z_ Light Pole ° (b / =60.98 Rt "D' End Barrier Slab Line Sto 599+71.00 =68.72 Rt "D" Line Sta 599+75.00 X Conor tel 0 Med' n // 15k� Ret Wal I No. 1 LOL Exist R/W o // End Coping- Transition - / h Begin Conc Gutter " fox 05�\ BC Ret Wall No. 1 LOL 14+72.07, =70.57 Rt "D" Line Sta 599+40.61 1 46 C / End Conc Barrier Type 732 (Mod) . 1 / o/ E d T b I H d R '1' EC Ret Wall No. 1 LOL 16+16.07 =176.93 Rt "D" Line Sta 600+16.98 Roadway Section CURVE DATA n n n ETW Var 0' to 12' 3/ ES Var 0' 5' 4' 6' to 88.1' Var 2' 1 2% Max 110:1 8 Var For m_ Soil Reinf---; U) ONG a --- -- Levelina Pod ----77-- Ret Wal I No. 1 LOL 1 '-5" Coping C - - Face Panels rn _ Mesh FG = OG 1'-0" Length 6" 2'-0" Mi nM in L or 0.1H Base Width BW Ret Wall No. 1 LOL Sta 14+58.10 to 16+90.00 TYPICAL SECTION D = 11°24'11" = 100033'56" 4 = 3°54'47" - - -= T = 21.61 T = 108.34' T = 78.57' L = 43.07' L = 157.97' L = 157.08' No Scale �p o n u u ar an ai ing N aX / Begin Coping Transition M BC Ret Wall No. 1 LOL 14+58.10 ° "D" X i =69.21 Rt Line Sto 599+26.72 End Conc Gutter o 00 ` End Ret Wall No. 1 16+90.00 w EC Ret Wall No. 1 LOL 13+96.55 \\` =249.59 Rt "D" Line Sta 600+01.96 S Note: =68.00 Rt "D" Line Sta 598+65.18 PLAN w The Contractor shall verify all controlling field dimensions before 1" = 20' o ordering or fabricating any material. BY DESIGN D. KIM CHECKED LOAD & RESISTANCE A. SIVATHASAN FACTOR DESIGN LIVE LOADING: HL -93 W/ "LOW BOY" AND PERMIT DESIGN VEHICLE PREPARED FOR THE BRIDGE NO. RETAINING WALL N0. 1 O DESIGN OVERSIGHT ROBERT ZEZOFF BY CHECKED BY CHECKED MOHAN S. CHAR STATE OF CALIFORNIA 54EO112 ¢ DETAILS S. DESALEGN D. KIM LAYOUT S. DESALEGN M. CHAR PROJECT ENGINEER POST MILES II BYD. CHECKED BY P LA G E N E R A L PLAN N O 2 SIGN OFF DATE QUANTITIES KIM A. SIVATHASAN SPECIFICATIONS J. WANG COMPAREDDSPECS M. CHAR DEPARTMENT OF TRANSPORTATION 10.91 . a DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY)HEFT S � FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES y q/ 09 12 70 5/ 11 10 11 3/ 12 5/ 12 6/22/12 2 17 1 FILE _> mse1-a-gp02.dgn WELDED WIRE MAT SCHEDULE (LOADING CASE 1) Maximum Height, H 7'- 6 10'-0" 12'-6" 15'-0" Minimum field dimensions before ordering or fabricating any material. YA Mesh Length, L 18'-0" 8'-0" 8'-0" 9'-0" Top 4-W15xW15@6 Mesh Length, L 4 of 4-W15xW15@6 4 of 4-W15xW15@18 Top 4-W15xW15430 1 of 4-W2OxW15@9 Top Levels of Top 4-W15xW15@6 Top 4-W15xW15@6 Top 4-W15xW15@6 Top 4-W15xW1596 Mesh Over 1 of 4-W15xW15@6 2 of 4-W15xW15@6 3 of 4-W15xW15@6 3 of 4-W15xW15@6 Bot 4-W2OxW15@24 Bot 4-W15xW15@6 Bot 4-W2OxW15@9 Bot 4-W2OxW15@9 1 of 4-W2OxW15@9 A10D SYMBOLS (SHEET 2 OF 2) 8353 SIERRA AVENUE BO -3 BRIDGE DETAILS Bot 4-W2OxW15@9 Maximum Height, H 17'-6" 20'-0" Minimum 15'-0" Minimum field dimensions before ordering or fabricating any material. YA Mesh Length, L 18'-0" 8'-0" Top Levels of Top 4-W15xW15@6 Top 4-W15xW15@6 Mesh Over 4 of 4-W15xW15@6 4 of 4-W15xW15@18 Top 4-W15xW15430 1 of 4-W2OxW15@9 2 of 4-W2OxW15@24 Top 4-W15xW15@18 Bot 4-W2OxW15@9 Bot 4-W2OxW15@24 Mesh configuration example: 2 of 4-W15xW15@6 2 of = 2 levels of reinforcement mats with 4-W15x = 4 longitudinal wires W15 sized by W15@6 = W15 sized transverse wires at 6 inch spacing WELDED WIRE MAT SCHEDULE (LOADING CASE 2) Maximum Height, H 7'-6" 10'-0" 12'-6" 15'-0" Minimum field dimensions before ordering or fabricating any material. YA 16'-0" 18'-0" 8'-0" 9'-0" CHECKED QpoFEsstO,t, REGISTERED CIVIL ENGINEER DATE Mesh Length, L Top Levels of Top 4-W15xW15@30 Top 4-W15xW15430 Top 4-W15xW15@30 Top Levels of Top 4-W15xW15@18 Top 4-W15xW15@18 Top 4-W15xW15@18 Top 4-W15xW15@18 Mesh Over 1 of 4-W15xW15@18 2 of 4-W15xW15@18 3 of 4-W15xW15@18 4 of 4-W15xW15@18 Bot 4-W2OxW15@24 Bot 4-W15xW15@6 Bot 4-W15xW15@6 Bot 4-W15xW15@6 Bot 4-W15xW15@18 Maximum Height, H 17'-6" 20'-0" 22'-6" Minimum controlling field dimensions before ordering or fabricating any material. YA 16'-0" 18'-0" 22'-0" Mesh Length, L CHECKED QpoFEsstO,t, REGISTERED CIVIL ENGINEER DATE MOHAN S. CHAR Top Levels of Top 4-W15xW15@30 Top 4-W15xW15430 Top 4-W15xW15@30 Mesh Over 5 of 4-W15xW15@30 5 of 4-W15xW15@30 5 of 4-W15xW15@30 Bot 4-W2OxW15@24 1 of 4-W2OxW15@24 2 of 4-W2OxW15924 1 OF 2) The State of California or Its officers or agents C I V I L �q4- Bot 4-W2OxW15@24 Bot 4-W2OxW15@24 Note: DIST COUNTY ROUTE TOTAL PROJECT J No SHEET The Contractor shall verify all OS 1 SBd 15 9.82/11.94 12241 310 controlling field dimensions before ordering or fabricating any material. YA O a DESIGN OVERSIGHTROBERT ZEZOFF 6/22/12 DETAILS BY CHECKED QpoFEsstO,t, REGISTERED CIVIL ENGINEER DATE MOHAN S. CHAR 54EO112 �? Fy MOHAN 5. CHAR i STANDARD PLANS DATE D MAY 2006 PLANS APPROVAL DATE No. 57894 PROJECT ENGINEER � Exp.6/30/14 � Al OA ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) The State of California or Its officers or agents C I V I L �q4- AlOB ACRONYMS AND ABBREVIATIONS ( SHEET 2 OF 2 ) shall not be responsible for the accuracy or cawlefeness of electronic copies of this plan sheet. OF CALIF .A1 A10C SYMBOLS (SHEET 1 OF 2) CHECKED CITY OF FONTANA A10D SYMBOLS (SHEET 2 OF 2) 8353 SIERRA AVENUE BO -3 BRIDGE DETAILS FONTANA, CA 92335 63-1 RETAINING WALL TYPE 1 H=4'THROUGH 30' AECOM TECHNICAL SERVICES INC. B3-8 RETAINING WALL DETAILS NO. 1 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 B11-51 TUBULAR HAND RAILING ORIGINAL SCALE IN INCHES B11-55 CONCRETE BARRIER TYPE 732 DISREGARD PRINTS BEARING D102 UNDERDRAINS STANDARD PLAN SHEET NO. 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 (3EETAIL INDEX TO PLANS NO. SHEET No. TITLE 1. GENERAL PLAN N0. 1 2. GENERAL PLAN NO. 2 ABBREVIATIONS 3. INDEX TO PLANS A. RETAINING WALL LAYOUT NO. 1 TW Top of wall 5. RETAINING WALL LAYOUT NO. 2 Ea Each 6. RETAINING WALL LAYOUT NO. 3 7. MECHANICALLY STABILIZED EMBANKMENT DETAILS NO. 1 8. MECHANICALLY STABILIZED EMBANKMENT DETAILS NO. 2 9. MECHANICALLY STABILIZED EMBANKMENT DETAILS NO. 3 ? .{ 10. MECHANICALLY STABILIZED EMBANKMENT DETAILS NO. 4 11. MECHANICALLY STABILIZED EMBANKMENT DETAILS NO. 5 12. MECHANICALLY STABILIZED EMBANKMENT DETAILS NO. 6 13. MECHANICALLY STABILIZED EMBANKMENT DETAILS NO. 7 14. SOIL LEGEND NO. 1 15. SOIL LEGEND NO. 2 16. ROCK LEGEND FRACTURED RIB 17. LOG OF TEST BORINGS ARCHITECTURAL TEXTURE No scale GP exten( EXCAVATION [sit 3P 0 1 N Bottom Bottor Overexcavation BACKFILL Legend: 3P Structure Excavation (Retaining Wall) ®Structure Backfill (Retaining Wall) Roadway Embankment LIMITS OF PAYMENT FOR EXCAVATION & BACKFILL No Scale DESIGN a" D. KIM FILE _> msei-a-1tp.dgn CHECKED PREPARED FOR THE BRIDGE NO. BRIDGESIVATHASAN RETAINING WALL NO. 1 O a DESIGN OVERSIGHTROBERT ZEZOFF DETAILS BY CHECKED STATE OF CALIFORNIA MOHAN S. CHAR 54EO112 S. DESALEGN D. KIM PROJECT ENGINEER POST MILE II By CHECKED INDEX T O PLANS SIGN OFF DATE QUANTITIES D. KIM A. SIVATHASAN DEPARTMENT OF TRANSPORTATION 10.91 DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2 232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES q/ 09 12 10 5/ 11 10 11 3/ 12 5/ 12 6/22/12 1 1 1 3 1 17 FILE _> msei-a-1tp.dgn 10+00 Datum Elev 1695.00 rtl ww w- .00 "D" Line 10+00. 10+00.00 "Lytle Creek" 2 \ BC 'D" Line 595+00.00 W -- fo i -------- FG OG 1708.69 Exp Jt BO -3 1709.76 Ftg Key 1707.85 1705.40 1706.81 not shown Typ@-y Typ 3-4 Typ ifQ6P1 DEVELOPED ELEVATION VI = 10' 1 5 0 W —fo w_ w _ fo— fo w -- - m --tea w _ fo�— - -) 5 fo J ' I Lile = C Duncan Caryon Road T 597+0 i N89022'00"E {o I 0 595+00- o 596+0 4 10 4 / � �w w w w� ww —W fo W— w� \ --fo-- W fo fo W fo �) fo-o - -�fo �o 5 Proposed Drainage System See "Drainage Plans', Typ A 1709.85 Q y 4 e oh— e oh— e °h—� oh FO FO 1707.40 FO / �f 1708.81 -E E—E 10+00/- /Begin Ret wa I I No. 1 10+00.00 =47.43 Rt "D" Line Sta 594+73.57 Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. BC Ret wall No. 1 LOL 10+26.43 =47.43 Rt "D" Line Sta 595+00.00 EC "D" Line 596+57.08 woo- w W 1710.69 oh— w fo W 1711.76 e ( N86035'5"E A-_ 12+00 11+00 Ret wall No. 1 LOL Exist RW EC Ret wall No. 1 LOL 11+40.42 Ret wall ftg, Ty =47.43 Rt "D" Line Sta 596+11.68 9 P PLAN 1'I = 10' COUNTY ROUTE TOTAL PROJECT J No SHEET SBd 1 15 1 9.82/11.94 1225 1 310 6/22/12 00ESSt0N REGISTERED CIVIL ENGINEER DATE �? Fy MOHAN 5. CHAR i PLANS APPROVAL DATE D' No. 57894 Exp.6/30/14 The State of California or Its officers or agents yr CIVIL r shall not be responsible for the accuracy or q>F. Doti completeness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 CURVE DATA O O R = 2347.43' R = 2300.00' A = 2046'56" A = 3054'47" T = 57.00' T = 78.57' L = 113.99' L = 157.08' 1. For Typical Section, see "General Plan No. 1" sheet. Legend: 1709.76 Indicates Bottom of Overexcavation Elevation (ft) Indicates Bottom of Footing Elevation (ft) EXISTING UTILITY LEGEND 1O 4" Steel Water Line (CCMWC) See "Utility Plans" O2 8" VCP Sewer Line (Remove) See "Utility Plans" < 12" Water Line (WVWD) (Protect in Place) See "Utility Plans" 4O 3" Steel Water Line (CCMWC) See "Utility Plans" O5 2" Steel Pipe, Fiber Optic Line (MCI/WILTEL) (Relocated By Others) O6 Electric Line (OH) (SCE) (Relocated By Others) PROPOSED UTILITY LEGEND O8 Electric Line (SCE) <�> Fiber Optic Line (Verizon) <10>4" Steel Water Line (CCMWC) DESIGN a" D. KIM DETAILS BY S. DESALEGN CHECK -A SIVATHASAN CHECKED D. KIM PREPARED FOR THE MOHAN STATE OF CALIFORNIA S. CHAR Ret Wall Type 1 Total Length = 375'-0" B3-1 O a DESIGN OVERSIGHTROBERT ZEZOFF PROJECT ENGINEER POST MILE II QUANTITIES BY D. KIM CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION (Measured along RW No. 1 LOL) 10,91 RETAINING WALL LAYOUT NO. 1 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)E SCALE IN INCHES 1 1 1 1 1 UNIT 2 232 1ORIGINAL DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF q/ 09 12 10 5/ 11 10 11 3/ 72 5 12 6/22/12 4 1 7 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES FILE _> msel-g-rwOl.dgn O O Length 63'-0" 72'-0" 72'-0" 72'-0" oM m Des i gn "H" H= 4'-0" H= 6'-0" H= 8'-0" H= 10'-0 n J (V O Ih J a N —Z Z 01o N o0 Z N 00 OD i0 N ti _ — D_ + (D 00 �- rn� Top of c °O ti � ` `D Or- oa ' T O°' o �_ 03 ~ L r +0 + )� Concrete Type(er In d Lri o _ oo - r` Bottom of ++ ao 3 ~ 732 0 0 o r Ln Ln + i( Barrier Slab Ir Z) 0,+ a Tubular g11 5 (Mod) ri r 00 Top of + 3 ± w+ m- � Hand e +03 + i( + (( Wall (TW) z4- FG Railing 03 r ~ ----------- J_ ----- U(n OG M — _ --= —= —= — — -- ------------- --- ------ --------------- --- -- ---------- -- --- -- — g 10+00 Datum Elev 1695.00 rtl ww w- .00 "D" Line 10+00. 10+00.00 "Lytle Creek" 2 \ BC 'D" Line 595+00.00 W -- fo i -------- FG OG 1708.69 Exp Jt BO -3 1709.76 Ftg Key 1707.85 1705.40 1706.81 not shown Typ@-y Typ 3-4 Typ ifQ6P1 DEVELOPED ELEVATION VI = 10' 1 5 0 W —fo w_ w _ fo— fo w -- - m --tea w _ fo�— - -) 5 fo J ' I Lile = C Duncan Caryon Road T 597+0 i N89022'00"E {o I 0 595+00- o 596+0 4 10 4 / � �w w w w� ww —W fo W— w� \ --fo-- W fo fo W fo �) fo-o - -�fo �o 5 Proposed Drainage System See "Drainage Plans', Typ A 1709.85 Q y 4 e oh— e oh— e °h—� oh FO FO 1707.40 FO / �f 1708.81 -E E—E 10+00/- /Begin Ret wa I I No. 1 10+00.00 =47.43 Rt "D" Line Sta 594+73.57 Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. BC Ret wall No. 1 LOL 10+26.43 =47.43 Rt "D" Line Sta 595+00.00 EC "D" Line 596+57.08 woo- w W 1710.69 oh— w fo W 1711.76 e ( N86035'5"E A-_ 12+00 11+00 Ret wall No. 1 LOL Exist RW EC Ret wall No. 1 LOL 11+40.42 Ret wall ftg, Ty =47.43 Rt "D" Line Sta 596+11.68 9 P PLAN 1'I = 10' COUNTY ROUTE TOTAL PROJECT J No SHEET SBd 1 15 1 9.82/11.94 1225 1 310 6/22/12 00ESSt0N REGISTERED CIVIL ENGINEER DATE �? Fy MOHAN 5. CHAR i PLANS APPROVAL DATE D' No. 57894 Exp.6/30/14 The State of California or Its officers or agents yr CIVIL r shall not be responsible for the accuracy or q>F. Doti completeness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 CURVE DATA O O R = 2347.43' R = 2300.00' A = 2046'56" A = 3054'47" T = 57.00' T = 78.57' L = 113.99' L = 157.08' 1. For Typical Section, see "General Plan No. 1" sheet. Legend: 1709.76 Indicates Bottom of Overexcavation Elevation (ft) Indicates Bottom of Footing Elevation (ft) EXISTING UTILITY LEGEND 1O 4" Steel Water Line (CCMWC) See "Utility Plans" O2 8" VCP Sewer Line (Remove) See "Utility Plans" < 12" Water Line (WVWD) (Protect in Place) See "Utility Plans" 4O 3" Steel Water Line (CCMWC) See "Utility Plans" O5 2" Steel Pipe, Fiber Optic Line (MCI/WILTEL) (Relocated By Others) O6 Electric Line (OH) (SCE) (Relocated By Others) PROPOSED UTILITY LEGEND O8 Electric Line (SCE) <�> Fiber Optic Line (Verizon) <10>4" Steel Water Line (CCMWC) DESIGN a" D. KIM DETAILS BY S. DESALEGN CHECK -A SIVATHASAN CHECKED D. KIM PREPARED FOR THE MOHAN STATE OF CALIFORNIA S. CHAR BRIDGE NO. 54E0112 RETAINING WALL NO. 1 O a DESIGN OVERSIGHTROBERT ZEZOFF PROJECT ENGINEER POST MILE II QUANTITIES BY D. KIM CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION 10,91 RETAINING WALL LAYOUT NO. 1 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)E SCALE IN INCHES 1 1 1 1 1 UNIT 2 232 1ORIGINAL DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF q/ 09 12 10 5/ 11 10 11 3/ 72 5 12 6/22/12 4 1 7 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES FILE _> msel-g-rwOl.dgn Ret Wall Type 1 Total Length = 375'-0" (Measured along RW No. 1 LOL) Length 72'-0" 96'-0" Design "H" H= 10'-0" H= 12'-0" O O � + N0 + N W N -L O N O N O In O N O O N J Unti ~ Do Q ";o- U; °�' - 'r? Q00 00 o N + ii + ii o a O In oo Nr- Exp Jt see Ln - N 3 Top of N 3 I >, O N I- 11 Jt, ti -Z Concrete T ~ '- ti Lr) Note 4 + n 0 c + li Barrier Mo Top of + li M 3 r z v Type 732 M 11 Wal I (TW) r CL (Mod) 3_- - -- + 7 --- ---------- U---- - I W L7. ------- I - I - --- ------ J= ------- -----� BO -3 Exp Jt FG OG 1712.06 1712.83 Typ 3-2 1713.94 1709.76 3-4 TYp 1710.88 3-2 Loading Case 1 Loading Case 63 Panels m 5'-0" = 315'-0" Total Length Measured Along Panel Spacing Ret Wa I I No. 1 LOL 40'-0" 30'-0" 15'-0" H= 15'-0" H= 17'-6" H= 20'-0" 1 Design "H" BW= 12'-6" BW= 13'-6" BW=15'-6" Base Width � O O M O O DO oftBar)riero o B11-5 Huabudlar 9 ) Slab O Railing U0 U1 + 3 v ++o V.C- �In o + J o -z ----- c nlo 3 L ++ - � 7 L w+ Z to Wires, Top of Inspection yp see "Note 3' oo m Leveling Pad = a) Elev 1717.00 v F--`�' c � Datum Elev 1695.00 13+00 14+00 DEVELOPED ELEVATION N1,=,0' "D" Line = Duncan Canyon Road N 85°27'13" E w COUNTY ROUTE TOTZL'PROJECT J No SHEET SBd 15 9.82/11.94 1226 1 310 r 6/22/12 QROFESSI0 REGISTERED CIVIL ENGINEER DATE ef,� q< m MOHA N S. CHAR z W 5 A PLANS APPROVAL DATE 4 No. E,� 6/3 789 4 The State of California or its officers or agents .I V I L 0/14 shall not be responsible for the accuracy or �q�o�'tir completeness of electronic copies of this plan sheet. (OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 CURVE DATA R = 183.57' R = 216.43' A = 11024'11" A = 11024'11" T=18.33' T=21.61' L = 36.53' L = 43.07' Notes: 1. For Typical Section, see "General Plan No. 1" sheet. 2. For Welded Wire Mat Schedule, see "Index to Plans" sheet. 3. For Details of Inspection Wires, see 'Mechanically Stabilized Embankment "Details No. 3" sheet. 4. For Expansion Joint, see "Mechanically Stabilized Embankment Details No. 3" sheet. 598+00 1 596+00 Legend: O I Indicates Base Limits of Welded 0 3 Wire Mat (Soil Reinforcement) 0 � + o co+ 10 Indicates Interval in years from I' v N .0 w \ 1719.1 construction to removal of w � �\ W inspection wire o- w W a= Indicates Bottom of -' 6 ° - fo '. w w W- T- M 1709.76 o W fo � W � 11 I W 1 Overexcavation Elevation (ft) z fo 4 10 8 I o Z c W f° 1 z Indicates Bottom of v _ W- Z c Footing Elevation (ft) o 1711.76 1712.88' f0 _ v 3 L 1714.06 Proposed Dra i nage System ° I fo W -L W � 0) + c oh- See Drainage Plans', Typ I W L EXISTING UTILITY LEGEND o c,h - fib) q � O3 12" Water Line (WVWD) (Protect in Place) o w L -E -F e E E v See "UtilityPlans" Z4- I i 13+0p ) 1714.83--T�r1--- -- e oh -- LU L- w C I __ Jcn 4O 3" Steel Water Line (CCMWC) l 1715.94 See "Utility Plans" L) m Ref Wa l I No. 1 LOL N - -- Ret Wall Ftg, Typ S 820 roV) O5 2" Steel Pipe, Fiber Optic Line (MCI/WILTEL) B -- _ - 0 4,q E < (Relocated By Others) BC Ret Wall No. 1 LOL 12+75.915--- - -- _ -- _ O6 Electric Line (OH) (SCE) (Relocated By Others) o =49.65 Rt "D" Line Sta 597+46.25 N EC Ret Wall No. 1 LOL 13+12.48 - - _ 14+00 N860 35'5"E PROPOSED UTILITY LEGEND =53.99 Rt "D" Line Sto 597+82.47 BC Ret Wall No. 1 LOL 13+53.47 =62.88 Rt "D" Line Sta 598+22.48 -Exist Rw BC Re Wall Na. 1 8O Electric Line (SCE) o EC Ret Wall No. 1 LOL 14+58.10 LOL 13+96.55 �- QO 4" Steel Water line (CCMWC) Not'=69.21 Rt "D" Line The =68.00shall verify all =68.00 Rt "D" Line �--�-Sta 599+26.72 11 16" Water line (WVWD) (By Others) a controlling field dimensions before PLAN Sta 598+65.18 ordering or fabricating any material. 1" = 10' BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BRIDGE NO. o DESIGN MOHAN S. CHAR 54EO112 RETAINING WALL NO. 1 w DESIGN OVERSIGHT ROBERT ZEZOFF DETAILS BY S. DESALEGN CHECKED D. KIM STATE OF CALIFORNIA PROJECT ENGINEER POST MILE a QUANTITIES BY D. K I M CHECKED SIGN OFF DATE A S I VATHASAN DEPARTMENT OF TRANSPORTATION 10.91 RETAINING WALL LAYOUT N O. 2 a DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OE FOR REDUCED PLANS 0 1 2 3 1 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES .y q/: 09 12 10 5/ t1 10 11 3/ 12 11 12 6/22/12 1 1 1 5 1 17 N FILE _> msel-g-rw02.dgn Loading Case Panel Spacing Length 90'-0" Design "H" H= 22'-6" Base Width BW= 23'-6" s 63 Panels 9 5'-0" = 315 VC U > m N ti N O N M OO00 M DESIGN OVERSIGHT ROBERT ZEZOFF Top of OD 0 ti cL Wall (TW) +� II 3 Ln II 3 � 0) UNI T 22 32 Do O J q/: 09 12 10 5/ t1 10 11 3/ 12 5/ 72 6/22/12 Ln ON J II + II � -- FILE _> mse1-g-rwO3.dgn -0 -- -- -- -- z _ - -- O z p 40 =a 3 50 10 +:3 —L" (D U — LL1 L1 L z + J (n Top of C) (D Leveling Pad ~I/' a Elev 1714.50 s 63 Panels 9 5'-0" = 315 VC = 65' U > BRIDGE NO. 54E0112 IL 1 > aD DESIGN OVERSIGHT ROBERT ZEZOFF RETAINING WALL LAYOUT Li.l N N. U � O U0 N q- 0 o SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNI T 22 32 Do O T � - SHEET I OF q/: 09 12 10 5/ t1 10 11 3/ 12 5/ 72 6/22/12 Ln r. + - II + II � , � Loading Case 2 Total Length Measured Along Ret Wall No. 1 LOL 35'-0" 20'-0" 25'-0" H= 20'-0" H= 17'-6" H= 15'-0" BW= 19'-6" BW- 17'-6" BW= 15'-6" _10.45% Inspection Wires FFG = OG Typ, see "Note 3' DEVELOPED ELEVATION DD OD 00 N Cable o Railing O+ II Top of PC Panel 25'-0" H= 12'-6" BW= 12'-6" 20'-0" H= 10'-0" BW= 10'-6" 15`011 H= 7'-6" BW= 9'-6' I o CO +0 0 N • ti 0 O rn �c uo3 LLI I— COUNTY ROUTE ITOTAL'PROJECT J No SHEET SBd 15 1 9.82/11.94 12271 310 r 6/22/12 QROFESS7pN REGISTERED CIVIL ENGINEER DATE ef,� q< m MOHA N S. CHAR z No. 57894 A PLANS APPROVAL DATE � E,� 6/30/14 � The State of California or its officers or agents .CIVIL shall not be responsible for the accuracy or �q>FD�'tir ca4oleteness of electronic copies of this plan sheet. of CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 OG ' 1 " = 101 Datum Elev 1695.00 15+00 16+00 17+00 i E / 76x00 vv Ret WclI No. 1 LOL - w EC Ret WaII No. 1 LOL 16+16.07 =176.93 Rt "D" Line Sta 600+16.98 Exist RW - C Bio -Swab See "Road Mg- S�'e 'INF p �— - CURVE DATA P7on COC 2" 79x Note: Spee 0'00 The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. ln� S = 100°33'56" T = 108.34' L = 157.97' PLAN 1 " = 10' 41 End Ret Wa I I No. 1 16+90.00 =249.59 Rt "D" Line Sta 600+01.96 Notes: 1. For Typical Section, see "General Plan No. 2" sheet. 2. For Welded Wire Mat Schedule, see "Index to Plans" sheet. 3. For Details of Inspection Wires, see "Mechanically Stabilized Embankment "Deta i I s No. 3" sheet. \/I Indicates Base Limits of Welded \I Wire Mat (Soil Reinforcement) 10 Indicates Interval in years from construction to removal of inspection wire EXISTING UTILITY LEGEND O6 Electric Line (OH) (SCE) (Relocated By Others) < 4" OD Steel Water Line in 10" Casing (CCMWC) See "Utility Plans' PROPOSED UTILITY LEGEND <10>4" Steel Water Line (CCMWC) DESIGN BT D. KIM A SIVATHASAN DETAILS BY S. DESALEGN CHECKED D. KIM PREPARED FOR THE MOHAN S. CHAR STATE OF CALIFORNIA BRIDGE NO. 54E0112 RETAINING WALL N0. 1 O a DESIGN OVERSIGHT ROBERT ZEZOFF RETAINING WALL LAYOUT N 0 . 3 PROJECT ENGINEER POST MILE QUANTITIES By D. K I M CHECKED A S I VATHASAN DEPARTMENT OF TRANSPORTATION 10.91 II a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNI T 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET I OF q/: 09 12 10 5/ t1 10 11 3/ 12 5/ 72 6/22/12 6 1 17 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES .y �n FILE _> mse1-g-rwO3.dgn %" CHAMFER WHEN NO RAISED RELIEF # #4 Tot 11 INTERIOR OF FACING PANEL HORIZONTAL JOINT DETAIL 3" = 1 '-011 SEE "HORIZONTAL !� JOINT DETAIL" / N 2 W x J a WELDED i z WIRE N cp MAT Z 0 1 ______ ____ __. In ___ ______ m INTERMEDIATE PANEL 111 = 1'-01' 4'-11'1 5'-0" NOMINAL LENGTH PLAN — FACING PANEL 3" = 1 '-0" 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 joints intersect. Place two per panel in each horizontal joint: %4" X 2%" x 6" for vertical joints 3/4" x 411 x 6" for horizontal joints 3. Bond a strip of filter fabric, 1'-0" wide, over the full length of all panel joints 4. Top layer of welded wire mats attached parallel to top of panel when top of wall is angled or curved as shown elsewhere in 11STRUCTURE PLANS" 5. Eliminate mid level mat when closer than 6" to top mat, continue variable dimension between remaining mats #4 Tot 11 / EQUALLY SPACED 2 W #4 = a WELDED i z WIRE N Q MAT O z 0 • I __ _______ ____ ___ In ____ ______ M BOTTOM PANEL 111 = 1'-011 T SEE "VERTICAL JOINT DETAIL" %" CHAMFER WHEN NO RAISED RELIEF INTERIOR OF FACING PANEL M M N VEE-{RTICAL JOINT DETAIL �-_ #4 I W x I J ILn Q #4 Tot 6 ------------ - 1 --� z_ EQUALLY SPACED i\J 7 M Z WELDED WIRE I MAT N MINOR CONCRETE LEVELING PAD �o T V-0" Typ BOTTOM HALF PANEL 1 " = 1 '-0" 611 = 1 '-01 MIL U • N #4 �I #4 (A 6 Max L U COUNTY ROUTE TOTAL PROJECT J No. SHEE1 SBd 15 9.82/11.94 1228 1 310 I I \/ &Z `f 1-- 6/22/12 QaoFESsioN REGISTERED CIVIL ENGINEER DATE 4< MOHAN S. CHAR c PLANS APPROVAL DATE No. 57894 xp, 6/30/14 The State of California or its officers or agents s CIVIL shall not be responsible for the accuracy or r4 �P completeness of electronic copies of this plan sheet. rF OF CAL IV CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 #4 #4 @, 6 Max WELDED WIRE MAT SEE NOTE 4 c o (D� I TOP HALF PANEL 111 = 1'-011 C' WELDED WIRE MAT SEE NOTE 4 X 0 (n o W M > c UP ti M WELDED WIRE 1 MAT T �IL U X 0 Ln In I -- W C Q s TOP PANEL WITH MULTIPLE MATS 1" = 1'-0" RETAINING WALL NO. 1 STANDARD DRAWING STATE of DIVISION OF BRIDGE NO. 54E0112 MECHANICALLY STABILIZED EMBANKMENT O a CALIFORNIA No`.EX813-020-11 DATE January 2012 ENGINEERING SERVICES P10.91E DETAILS N O 1 APPROVAL DEPARTMENT OF TRANSPORTATION . a DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. (02-02-11) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REv1s1o" onTes SHEET OF FOR REDUCED PLANS O 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 70 11 3/ 12 5/ 12. 6/22/12 7 17 N FILE _> mseT-g-rwd0l.dgn TRANSVERSE WIRE W15 5 SPACES Cil 6 �R1 LONGITUDINAL WIRES DO U �U PLAN OF PANEL WITH SIX WIRE MAT 1 %2" = 1'-0" TRANSVERSE WIRE W15 3 SPACES 4 10 LONGITUDINAL WIRES PLAN OF PANEL WITH FOUR WIRE MAT 11/2" = 1'-0" GENERAL NOTES LOAD & RESISTANCE FACTOR DESIGN DESIGN: AASHTO LFRD Bride Design Specifications, 4th Edition with California Amendments LIVE LOAD: Surcharge = 240 Ib/ft2 SOIL PARAMETERS: Internal design = 340, Y = 120 Ib/ft3 External design ((Retained Backfill) = 340, y = 120 Ib/ft3 0 (Foundation) = 300 O Kh= 0.36 O PRECAST CONCRETE PANELS: 1 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 = 3,600 psi, except as noted (Concrete compressive strength at 28 days) fy = 60,000 psi (Yield strength of reinforcement) MSE = Mechanically Stabilized Embankment 1O Allowable Bearing Pressure = 4.0 ksf v 11►11�1:�N]:�i]�yNln►Lell_P►hls 4 3/4" I O R = 1" 2'' COUNTY ROUTE TOTAL PROJECT J No. SHEE1 SBd 15 9.82/11.94 1229 1 310 I I \/ &Z `W 1-- 6/22/12 Q cVESS/oN REGISTERED CIVIL ENGINEER DATE 4< �P Fti MOHAN S. CHAR No. 57894 PLANS APPROVAL DATE XP. 6/30/14 The State of California or its officers or agents s CIVIL shall not be responsible for the accuracy or r4 �P completeness of electronic copies of this plan sheet. rF OF CAL IFOR� CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 (A) Distance as required to permit coupler to be swaged © Place #4 x 3'-2", centered on connector mat, but not welded to it © All transverse wires size W15 at various spacing as shown elsewhere in plans OD Size of longitudinal wires shown elsewhere in plans WELDED WIRE CONNECTOR MAT W15 COUPLER, Min WALL THICKNESS WELDED WIRE MAT * W25 a 6 * * BUTTONHEADED AT COUPLER END NOTE: Panel reinforcement not shown SECTION B -B 0 6" = 1'-0" SPECIAL DETAILS a 0 RETAINING WALL NO. 1 REVISED STANDARD DRAWINGSTATE OF BRIDGE NO. o 1O Modified General Notes DIVISION OF 54E0112 MECHANICALLY STABILIZED EMBANKMENT OLE xS13-020-2 CALIFORNIA APPROVAL DATE January 2012 DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES P10.91E DETAILS N O. Z a DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. (02-02-11) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REv1s1o" onTes SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 70 11 3/ 12 5/ 12. 6/22/12 8 1 7 N FILE _> mseT-g-rwd02.dgn PLACE VERTICAL BEARING PADS WHERE HORIZONTAL PANEL JOINT INTERSECTS VERTICAL PANEL JOINT PART ELEVATION Y411 = 1'-01l FILTER FABRIC U (WINGWALL, RETURN WALL OR RETAINING WALL) MSE FACING PANEL—TO—CONCRETE WALL JOINT DETAIL 3" = 1'-0" (� 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 © Bond expansion joint material to the concrete wall © Offset between face of MSE facing panel and face of the concrete wall as dictated by location of layout lines shown elsewhere in "STRUCTURE PLANS" A NILE xs13-020-3 APPROVAL DATE January 2012 DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" 6CRDER RFV. (02-02-11 )R OF FACING PANEL 1'-0" WIDE STRIP OF FILTER FABRIC BONDED TO ADJACENT PANELS FULL LENGTH OF BOTH VERTICAL AND HORIZONTAL PANEL JOINTS D WIRE MATS NEOPRENE F RADIALLY A W11 SEE FII SE COUNTY I ROUTE ITOTAL PROJECT J No. SHEET SBd 1 15 1 9.82/11.94 12301 310 I I l/ yi_/v Wil__ 6/22/12 Q'0F ESS/ON REGISTERED CIVIL ENGINEER DATE e F� MOHAN S. CHAR o w No. 57894 PLANS APPROVAL DATE >}A The State of California or its officers or agents XP, 6/30/14S CIVIL shall not be responsible for the accuracy or -dr �w completeness of electronic copies of this plan sheet. P OF , 0 '` CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 SECTION THRU INSPECTION WIRE NO SCALE Notes: 1. Center inspection wire in facing panel. 2. Fabricated inspection wire from W11 wire representative of the welded wire mats, with 3/8" 0 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. 4. Encapsulate threaded end with corrosion inhibiting mastic, vinyl covering, and secure with plastic tie. UNC = Unified Coarse Threads EXTERIOR OF FACING PANEL PS( INSPECTION WIRE EE NOTE 1 ORMED OR CORED HOLE .NCAPSULATE THREADED ND, SEE NOTE 4 RETAINING WALL NO. 1 STATE of CALIFORNIA OF TRANSPORTATION DIVISION OF ENGINEERING SERVICES MECHANICALLY STABILIZED EMBANKMENT a 54EO112 1091DEPARTMENT DETAILS N O. 3 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS o I z s UNIT 2232 PROJECT NUMBER & PHASE 0800000237 DISREGARD PRINTS BEARING EARLIER REVISION DATES - 1AT11 SHEE7 OF 77 10 /11 3/ 72 5 12 6/22/i2 9 17 _> ms g-rwd03.dgri 777 1'-5" Mi Varies B11-47 rL 5" 0 X 9" POST POCKET 9'1 OR 4" X 6" X 9" _ CABLE RAILING I 2" Clr, Typ TOP OF WALL #4 Tot 8 0FIT #4��C112 6'-0" Min Varies #4 L�� (A 12 -2% max J '-- Sidewalk, see "Road Plans" N I #4 1S ____ > DOWEL, Galy @. 12 EXTEND 1'-3" Min INTO FACING PANEL WELDED WIRE MAT SECTION A—A 0 BEGINNING OF COPING TRANSITION 3/411 = 1 '-0i1 END OF BARRIER SLAB = BEGINNING OF COPING TRANSITION BAF TOP OF 0 I BOTTOM OF CONC 0 BARRIER SLAB SEE NOTE 1 BOTTOM OF COPING EXTENSION A 1 8'-1 1 %" COPING TRANSITION "'"' ' r"^"'ISION JOINT BO -3 3-4 E DAT, INI" 1'-611 2'-0" B11-47 � 5'' 0 X 911 POST POCKET 9 OR 4" X 6" X 9' _ #4 Tot 8 CABLE RAILING x C D I TOP OF WALL 0 0 0 2" CI r, - TYp O #4PLa 12 IR CONCRETE g3-6 GUTTER -&A N ----------------------------- -- #4 DOWEL, Galv @ 12. EXTEND 1'-3" Min INTO FACING PANEL WELDED _F WIRE MAT STANDARD COPING 3/4" = 1 '-0" END OF COPING TRANSITION = BEGINNING OF STANDARD COPING ^ .111 BO -3 3-2 xs13-020-4 APPROVAL DATE July 2011 OSD 2147A (ENGLISH STANDARD DRAWING "x5" BORDER REV . (02-02-11) TRANSITION FROM COPING TO BARRIER SLAB 1" = 1'-0" 1O Modified detail O3 Deleted detail O2 Modified notes ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 BOTTOM OF COPING FACING PANEL 1" EXPANSION JOINT FILLER DEPTH OF ROADWAY SECTION (1' -0" Min) COUNTY I ROUTE ITOTAL PROJECT J No. SHEE1 SBd 1 15 1 9.82/11.94 1 2 311 310 I 1 6/22/12 Q OFESS REGISTERED CIVIL ENGINEER DATE MOHAN S. CHAR c No. 57894 PLANS APPROVAL DATE A XP, 6/30/14 the State of California or its officers or agents s CIVIL shall not be responsible for the accuracy or rq �P completeness of electronic copies of this plan sheet. rE of C LIFo�`� CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 < Notes: 1. For Barrier slab details, see "Mechanically Stabilized Embankment Details No. 4'' sheet. 2. /2" expansion joints i n coping at every fourth paneljoint. OA 2" Expanded Polystyrene © 1" Expanded Polystyrene FG PAVEMENT OR COMPACTED #5 Tot\8 BASE MATERIAL 3" EXPAN D POLYSTYRE O CON RETE BARRIER TYPE 60D ( D) AT FACE OF MSE O SPECIAL DETAILS RETAINING WALL NO. 1 STATE of NoDIVISION OF MECHANICALLY STABILIZED EMBANKMENT CALIFORNIA ENGINEERING SERVICES POST MILE 10.91DEPARTMENT OF TRANSPORTATION n DETAILS N O. 4 UNIT 2232 DISREGARD PRINTS BEARING EET JF ATES D 10 - 11 3/ 72 5/ i12 6/22/12 1 0 1 7 o I z s PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION _ FILE _> msei-g-rwdO4,dgn 1 '-5" Tubular Hand railing not shown V-511 6'-0" Concrete Barrier Type 732 (Mod) shown See "Note 2" B11-5 V#5 B #5 � (A 12 Layout Line' -6" bundle with �C412 L 5'-6" Top of wall #5 rot 1 2 LO CC) N c _ 1O I 1 #5 a 12 _ L Contact `� o M `' #4 Tot 2 Joint #5 Cont, Tot 5 D - - - - - - - - - -- A 2 Clr See "Note 3" 8" 6" [Top level of welded wire mat soil reinforcement Front face panel SECTION AT TOP OF MSE WITH BARRIER SLAB AND CONCRETE BARRIER 1" = 1'-0" Legend: OA 2" Expanded Polystyrene recessed 2" into barrier slab at front of MSE facing panel © #5 L_ C9 16 (To be in place prior to Barrier Slab concrete) © #5 m 8 (To be in place prior to Barrier Slab concrete) 1" Expanded Polystyrene OC Indicates bundled bars Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. Notes: 1. Not all barrier reinforcement shown 2. Specific concrete barrier to be utilized as shown on "Typical Section" elsewhere in "Structure Plans" 3. 3" Dia Conduit (SCE), see "Electrical Plans" ("Lighting and Sign Illumination" sheets). 4. Adjust welded wire mat soil reinforcement as necessary to clear 3" Conduit (SCE). 5. For Light Pole location, see "General Plan No. 2" sheet. )IST1 COUNTY I ROUTE ITOTAL'PROJECT J No SHEET 08 1 SBd 15 1 9.82/11.94 12321 310 �M,& kaA_ 6/22/12 QSOFESSION REGISTERED CIVIL ENGINEER DATE ef,� q< m MOHAN S. CHAR z No. 57894 A PLANS APPROVAL DATE E,� 6/30/14 The State of Californlo or its officers or agents . I V IL shall not be responsible for the accuracy or �q� o�'tir ooWleteness of electronic copies of this plan sheet. cALtF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 i- Light Pole See "Note 5" i 1'-5" Min 9'-3" RW LOL & Varies 8'-0" Long Centered about Pole i 1" Dia Anchor Bolt, Tot 4 See "Electrical Plans"— #5 lans"—#5 F__ (4 12 5'-6" Bundle with - 12� 5'-6" ro I #5 x Tot 4 Ea way (Tot 8) Steel Anchor Plate See "Electrical Plans" v M c #4 Tot 2 I Contact Jt N 1" Expanded Polystyrene L #5 (A 12J c.) Ea way SECTION A—A AT TOP OF MSE WITH BARRIER SLAB, LIGHT POLE & CONCRETE BARRIER 1" = 1'-0'1 DESIGN D. KIM A. SIVATHASAN DETAILS BYS. DESALEGN CHECKED D. KIM PREPARED FOR THE MOHAN S. CHAR STATE OF CALIFORNIA BRIDGE NO. 54E0112 RETAINING WALL NO. 1 O a DESIGN OVERSIGHT ROBERT ZEZOFF MECHANICALLY STABILIZED DETAILS NO. 5 NT EMBANK;11 PROJECT ENGINEER POST MILE QUANTITIES e" D. KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION 10.91 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNI T 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) q/: 09 12 10 5/ 1110 113/ 125/ 726/22/12 17 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES .y 'n FILE _> mse1-g-rwdO5.dgn LAYOUT LINE LEVELING PAD SEE NOTE 0 LIMITS OF EXCAVTION /2" = 1'-0 Approx OG FR nR FXCAVATTnNi I TMTTS 1'-0" Min FILTER FABRIC 1'-0" Min OUTLET PIPE CLEANOUT PIPE EXCAVATION BACKFILL UNPERFORATED OUTLET OR CLEAN OUT PIPE FOR UNDERDRAIN NO SCALE (E ELEVATION TOP RE MATS SLOPING FINISHED SURFACE /Z" = 1 '-OH SEE NOTE 1-� E NOTE 2 SEE "UNDERDRAIN DETAIL" Min UNDERDRAIN FG I'D SEE NOTE 2 SEE "UNDERDRAIN DETAIL" MAT LENGTH NV I 6" BASE WIDTH (L 4''0 Min UNDERDRAIN ROADWAY SECTION /2" = 1'-0 DISTI COUNTY I ROUTE ITOTAL PROJECT J No. SHEET 08 1 SBd 15 1 9.82/11.94 1 233 1 310 ahhkclA-- 6/22/12 o QaoFESspoNq` REGISTERED CIVIL ENGINEER DATE e� MOHAN S. CHAR PLANS APPROVAL DATE No. 57894 xp, 6/30/14 the State of California or its officers or agents s CIVIL shall not be responsible for the accuracy or rq lP completeness of electronic copies of this plan sheet. rF "F cALtFo�`� CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 Notes: 1. Limits to FG except to GP when in roadway section 2. Locate underdrain behind bottom level of welded wire mats wherever possible, or at elevation needed to drain, as shown elsewhere on plans 3. Place perforated pipe underdrain of diameter shown elsewhere on plans or minimum 4" 0 smoothed wall PVC or minimum 8 0 corrugated HDPE 4. Maximum spacing of outlet pipe is 200 feet 5. At sags in profile of underdrain, install outlet pipe for each direction of flow Legend: Limits of Structure Excavation Limits of Structure Backfill Limits of Permeable Material 6" OVERLAP SEE NOTE 3 FILTER FABRIC C 1'-0" Min UNDERDRAIN DETAIL NO SCALE LIMITS OF BACKFILL SPECIAL DETAILS a 0 RETAINING WALL NO. 1 REVISED STANDARD DRAWING STATE OF BRIDGE NO. o O Revised detail DIVISION OF 54EO112 MECHANICALLY STABILIZED EMBANKMENT FIL.Exs13 020 6 CALIFORNIA ENGINEERING SERVICES POST MILE H APPROVAL DATE January 2012 DEPARTMENT OF TRANSPORTATION 10.91 DETAILS N O. 6 DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. (02-02-11) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES ;12 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 10 11L 125/ 12 6/22/12 1 7 FILE _> mse1-g-rwd06.dgn End of Ret Wall Type 1 Begin of MSE Wall 0 Elbow Elev I I II II I I� Face of Wa I I Ret Wall No. 1 LOL J Flow Flev Sto 13+75.00 Sto 14+80.00 RETAINING WALL NO. 1 PLAN 1 = 10' Legend: Indicates limits of welded wire mats Outlet pipe, see 'Outlet Pipe Detail" Cleanout pipe, see "Cleanout Pipe Within Length of Wall Detail" See also "Note 5". Cleanout pipe, see "Cleanout Pipe At End of Wall Detail". Layout line Layout line 8"95 CSP Outlet pipe OUTLET PIPE DETAIL Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. Permeable Material, see "Mechanically Stabilized Embankment Details No. 6" sheet E3D-102 Welded Metal Cover - FS --, Sta 15+50.00 ,X Sto 15+85.00 ` —� S = 0.02 Min - c s 8"O CSP Outlet pipe CLEANOUT PIPE WITHIN No Scale Indicates elevation at changes in bottom of underdrain profile 450 elbow, typ 8" RSP Underdrain Sta 16+90.00 )IST COUNTY ROUTE TOTAL PROJECT J No SHEET 08 1 SBd 15 1 9.82/11.94 12341 310 6/22/12 �o QpoFEsstory ` REGISTERED CIVIL ENGINEER DATE 4 �? Fy MOHAN S. CHAR i PLANS APPROVAL DATE No. 57894 Exp.6/30/14 The State of California or Its officers or agents yr C IV I L r shall not be responsible for the accuracy or q>F. Doti cawleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 Notes: 1. For cases without roadway, extend permeable material to level of top welded wire mat unless indicated otherwise elsewhere in Project Plans. 2. Permeable material need not extend higher than 3'-0" below grading plane. 3. Profile elevations of bottom of underdrain pipe are shown elsewhere in project plans. 4. For additional details, see D-102 5. At sags in profile of underdraln pipe, install outlet pipe for each direction of flow. 6. Maximum spacing of outlet pipes equals 200 ft. Riser Welded 1'-611 metal cover D-102 Edge of shoulder FS FS GP Welded wire mat 450 Elbow 00, 7See "Note 2" 8"0 CSP Cleanout pipe MSE wall SECTION A—A (CLEANOUT PIPE AT END 0 F WALL DETAIL) No Scale DESIGN aY D. KIM DETAILS BY S. DESALEGN CHECKED A SIVATHASAN CHECKED D. KIM PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR BRIDGE NO. 54E0112 RETAINING WALL NO. 1 O a DESIGN OVERSIGHT ROBERT ZEZOFF MECHANICALLY STABILIZED DETAILS NO. 7 EMBANKMENT PROJECT ENGINEER POST MILE QUANTITIES BY D. KIM CXECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION 10.91 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)ORIGINAL SCALE IN INCHES UNIT 2 232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY SHEET OF q/ 09 12 10 5/ 11 10 11 3/ 72 5/ 12 6/22/12 1 3 1 7 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES FILE=>rnsei-g-rwd07.dgn 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 drilled boring finger pressure. Strong Will not crumble or break with finger 0 pressure. BOREHOLE IDENTIFICATION Symbol Hole Type Description sl2e A Auger Boring sl2e R Rotary drilled boring Field Approximation P Rotary percussion boring (air) 0 R Rotary drilled diamond core Very Soft HD Hand driven (1 -inch soil tube) < 0.12 HA Hand Auger O D Dynamic Cone Penetration Boring A CPT Cone Penetration Test (ASTM D 5778-95) L _I 0 Other Note: Size in inches. c O *El. Top Casing drivenscription of material Size of Sampler (inches) Field & Lab Tests SPT N -Value Elev. (per ASTM 1586-99), ,.._e 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 Description Unconfined Pocket Torvane Low Description Compressive Penetrometer Measurement (tsf) Field Approximation Medium Strength (tsf) Measurement (tsf) when drier than the plastic limit. No count recorded =4 Very Soft < 0.25 < 0.25 < 0.12 Easily penetrated several inches Driving rate in 60 a seconds per 12" by fist Soft 0.25 to 0.50 0.25 to 0.50 0.12 to 0.25 Easily penetrated several inches 58 M. CHIRUMALLA hammer and a 2.2" 65 by thumb Medium Stiff 0.50 to 1.0 0.50 to 1.0 0.25 to 0.50 Penetrated several inches by a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT 2232 thumb with moderate effort Stiff 1 to 2 1 to 2 0.50 to 1.0 Readily indented by thumb but penetrated only with great effort Very Stiff 2 to 4 2 to 4 1.0 to 2.0 Readily indented by thumbnail Indented by thumbnail with Hard > 4.0 > 4.0 > 2 0 difficulty PLASTICITY OF FINE-GRAINED SOILS Description Criteria 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 O � plastic limit. RETAINING 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 when drier than the plastic limit. No count recorded =4 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 R. ESCANDON without crumbling when drier than the plastic limit. I= O t v U Hole I.D. Top Hole EI. 1„ Blows per 12" 30 Ground water (Using 28 Ib hand surface hammer with a 12" G S Elev. drop or as noted) P Date easured Description of Pulled Pipe - materials 6 P (S)Sample 500 (S)� taken Refusal Boring Date Terminated at Elev HAND BORING 1'g�l 80/02 Boring Date 1 DYNAMIC CONE PENETRATION BORING COUNTY I ROUTE ITOTAL PROJECT 1_'No'j SHEET SBd 1 15 1 9.82/11.94 1235 1 310 6/22/12 Q1yOF ESSIpN REG (!5A IVIL ENGINEER DATE °< ��u� SCOTT `�2c LAWSON z PLANS APPROVAL DATE No. 65756 � Exp. 9/30/13 � The State of California or Its officers or agents sr CIV I1- r shall not be responsible for the accuracy or 4IF pF Vit- Rel caVleteness of electronic copies of this plan sheet. CALIV CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 KLEINFELDER WEST INC. 3880 LEMON STREET, SUITE *300 RIVERSIDE, CALIFORNIA 92501 c O t Hole I.D. Top Hole EI. Pressure measured along sleeve friction element (34.88 in 2 Pressure measured area) divided by on tip element pressure measured (2.33 in 2area) on tip element. 6 4 2 0 10 20 30 Friction Ratio (%) Tip Bearing (psf) Boring Date CONE PENETRATION TEST (CPT) SOUNDING C O D. FAHRNEY 0 v PREPARED F O R T H E O � RETAINING WALL NO. 1 Hole I.D. Top Hole El. No count recorded =4 is GWS Elev. Pushed R. ESCANDON Date measul Driving rate in 60 a seconds per 12" 37 (using a Stanley 91 MB 156 percussion 58 M. CHIRUMALLA hammer and a 2.2" 65 DEPARTMENT OF cone, or as noted) 43 POST MILES 10.91 1'g�l 80/02 Boring Date 1 DYNAMIC CONE PENETRATION BORING COUNTY I ROUTE ITOTAL PROJECT 1_'No'j SHEET SBd 1 15 1 9.82/11.94 1235 1 310 6/22/12 Q1yOF ESSIpN REG (!5A IVIL ENGINEER DATE °< ��u� SCOTT `�2c LAWSON z PLANS APPROVAL DATE No. 65756 � Exp. 9/30/13 � The State of California or Its officers or agents sr CIV I1- r shall not be responsible for the accuracy or 4IF pF Vit- Rel caVleteness of electronic copies of this plan sheet. CALIV CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 KLEINFELDER WEST INC. 3880 LEMON STREET, SUITE *300 RIVERSIDE, CALIFORNIA 92501 c O t Hole I.D. Top Hole EI. Pressure measured along sleeve friction element (34.88 in 2 Pressure measured area) divided by on tip element pressure measured (2.33 in 2area) on tip element. 6 4 2 0 10 20 30 Friction Ratio (%) Tip Bearing (psf) Boring Date CONE PENETRATION TEST (CPT) SOUNDING DRAWN BY D. FAHRNEY PREPARED F O R T H E RETAINING WALL NO. 1 w J. SIPE (STAFF ENGINEER) STATE O F CALIFORNIA R. ESCANDON 54EO112 a DESIGN OVERSIGHT ROBERT ZEZOFF FIELD INVESTIGATION BY: CHECKED BY M. CHIRUMALLA DATE: 06/05/08 DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES 10.91 SOIL LEGEND No. 1 a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REvIsIon DATES SHEET of z 4/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 12 6/22/12 1 4 1 7 GS LOTB ROCK LEGEND FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES �. w to FILE=>>msel-z-Itbol.dgn REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) GROUP SYMBOLS AND NAMES Graphic/Symbol SPT N 60 (Blows / 12 INCHES) Group Names Well -graded GRAVEL Graphic/Symbol Loose Group Names 1% Dense 0 Very Dense Lean CLAY 50 to 100% GW Coarse No. 10 to No. 4 Medium Lean CLAY with SAND .46 • . No. 200 to No. 40 Well -graded GRAVEL with SAND a^ Lean CLAY with GRAVEL FIELD INVESTIGATION BY: CL SANDY lean CLAY SANDY lean CLAY with GRAVEL 000 0o Poorly graded GRAVEL 0 ono GP M. CHIRUMALLA DATE: 06/05/08 GRAVELLY lean CLAY 0 0° Poorly graded GRAVEL with SAND SOIL LEGEND NO. 2 GRAVELLY lean CLAY with SAND o Well -graded GRAVEL with SILT SILTY CLAY GW -GM a ORIGINAL SCALE IN INCHES UNIT 2232 SILTY CLAY with SAND REVISION DATES SHEET OF z Well -graded GRAVEL with SILT and SAND 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES SILTY CLAY with GRAVEL • CL -ML SANDY SILTY CLAY SANDY SILTY CLAY with GRAVEL Well -graded GRAVEL with CLAY ' GW -GC (or SILTY CLAY) Well -graded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY (or SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND o� Poorly graded GRAVEL with SILT SILT oC GP -GM SILT with SAND 0o Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL ML SANDY SILT SANDY SILT with GRAVEL oPoorly 00 0 graded GRAVEL with CLAY o GP -GC T (or SOY CLAY) Poorly graded GRAVEL with CLAY and GRAVELLY SILT SAND (or SILTY CLAY and SAND) GRAVELLY SILT with SAND o SILTY GRAVEL ORGANIC lean CLAY GM ORGANIC lean CLAY with SAND 0C, SILTY GRAVEL with SAND ORGANIC lean CLAY with GRAVEL OL SANDY ORGANIC lean CLAY a CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC GRAVELLY ORGANIC lean CLAY 0o CLAYEY GRAVEL with SAND GRAVELLY ORGANIC lean CLAY with SAND 0 SILTY, CLAYEY GRAVEL ORGANIC SILT GC -GM ORGANIC SILT with SAND SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° A.Well-graded SAND SANDY ORGANIC SILT with GRAVEL o SW GRAVELLY ORGANIC SILT Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND Poorly graded SAND Fat CLAY SP Fat CLAY with SAND Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY Well -graded SAND with SILT 0, SANDY fat CLAY with GRAVEL SW -SM 0A 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) Well -graded SAND with CLAY and GRAVEL Elastic SILT with SAND (or SILTY CLAY and GRAVEL) Elastic SILT with GRAVEL MH SANDY elastic SILT Poorly graded SAND with SILT SANDY elastic SILT with GRAVEL SP -SM GRAVELLY elastic SILT Poorly graded SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND Poorly graded SAND with CLAY 05:- ORGANIC fat CLAY SP -SC (or SILTY CLAY) Poorly graded SAND with CLAY and ORGANIC fat CLAY with SAND GRAVEL for 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 52 2 SOIL with GRAVEL 11 0 OL/OH SANDY ORGANIC SOIL SANDY ORGANIC SOIL with GRAVEL OQI. COBBLES COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND FIELD AND LABORATORY TESTING OConsolidation (ASTM D 2435) CL Collapse Potential (ASTM D 5333) CP Compaction Curve (CTM 216) CR Corrosivity Testing (CTM 643, CTM 422, CTM 417) CU Consolidated Undrained Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) ( 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 I ROUTE ITOTAL PROJECT J No SHEET SBd 1 15 1 9.82/11.94 12361 310 6/22/12 Q'OFESSION REG RED 'IVIL ENGINEER DATE �o °< SCOTT `�2c LAWSON z PLANS APPROVAL DATE No. 65756 ExP.9/30/13 The State of California or Its officers or agents cIV I1- r shall not be responsible for the accuracy or Al If caVleteness of electronic copies of this plan sheet. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 KLEINFELDER WEST INC. 3880 LEMON STREET, SUITE *300 RIVERSIDE, CALIFORNIA 92501 APPARENT DENSITY OF COHESIONLESS SOILS Description SPT N 60 (Blows / 12 INCHES) Very loose 0- 4 Loose 5 - 10 11 - 30 Medium Dense 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" Gravel 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 DRAWN BY D. FAHRNEY PREPARED F O R T H E RETAINING ALL NO. 1 WALL DESIGN OVERSIGHT ROBERT ZEZOFF J. SIPE (STAFF ENGINEER) STATE OF CALIFORNIA R. ESCANDON 54EO1112 a^ FIELD INVESTIGATION BY: ENGINEER POST MILES CHECKED BY M. CHIRUMALLA DATE: 06/05/08 DEPARTMENT OF TRANSPORTATION 10.91 SOIL LEGEND NO. 2 SIGN OFF DATE a ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF z GS LOTB ROCK LEGEND FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES �. 4/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 12 6/22/12 to 1 5 1 7 w FILE=>>msel-7702.dgn REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) PERCENT CORE RECOVERY (REC) & ROCK QUALITY DESIGNATION (ROD) rn � c_ p 0 0 m Length of the recovered core pieces (inches) REC = x 100% Total length of core run (inches) Begin drilled interval Length of intact core pieces a--4"_ x 100% ROD = Total length of core run (inches) End drilled interval Hole EI. IHor I.D. REC=88% Boring Date FRACTURE DENSITY Description ROCK HARDNESS Description No fractures. Criteria Extremely Hard Specimen cannot be scratched with a pocket knife or sharp pick; can only be chipped with Moderately fractured repeated heavy hammer blows. Very Hard Specimen cannot be scratched with a pocket knife or sharp pick. Breaks with repeated Combination descriptors (such as "Very intensely to intensely fractured") are used where equal distribution of both fracture density characteristics is present over a significant interval or exposure, or where characteristics are "in between" the descriptor definitions. Only two adjacent descriptors may be combined. heavy hammer blows. Hard Specimen can be scratched with a pocket knife or sharp pick with difficulty (heavy 54EO112 pressure). Heavy hammer blows required to break specimen. Moderately Hard Specimen can be scratched with pocket knife or sharp pick with light or moderate pressure. Core breaks with moderate hammer pressure. RIVERSIDE, CALIFORNIA 92501 Specimen can be grooved 1/6" deep with a pocket knife or sharp pick with moderate Moderately Soft or heavy pressure. Breaks with light hammer blow or heavy manual pressure. Specimen can be grooved or gouged easily by a pocket knife or sharp pick with light Soft pressure, can be scratched with fingernail. Breaks with light to moderate manual pressure. Very Soft Specimen can be readily indented, grooved or gouged with fingernail, or carved with a No separation, intact pocket knife. Breaks with light manual pressure. FRACTURE DENSITY Description Observed Fracture Density Unfractured No fractures. Very slightly fractured Lengths greater than 3 feet. Slightly fractured Lengths from 1 to 3 feet with few lengths less than 1 foot or greater than 3 feet. Moderately fractured Lengths mostly in 4" to 1 foot range with most lengths about 8" Intensely fractured Lengths average from 1 to 4" with scattered fragmented intervals with lengths less than 4" Very intensely fractured Mostly chips and fragments with a few scattered short core lengths. Combination descriptors (such as "Very intensely to intensely fractured") are used where equal distribution of both fracture density characteristics is present over a significant interval or exposure, or where characteristics are "in between" the descriptor definitions. Only two adjacent descriptors may be combined. RELATIVE STRENGTH OF INTACT ROCK Term Uniaxial Compressive Strength (PSI) Extremely Strong > 30,000 Very Strong 14,500 - 30,000 Strong 7,000 - 14,500 Medium Strong 3,500 - 7,000 Weak 700 - 3,500 Very Weak 150 - 700 Extremely Weak < 150 BEDDING SPACING Description Thickness / Spacing Massive Greater than 10 ft Very thickly bedded 3 to 10 ft Thickly bedded 1 to 3 ft Moderately bedded 3-5/8" to 1 ft Thinly bedded 1-1/4" to 3-5/8" Very thinly bedded 3/8" to 1-1/4" Laminated Less than 3/8" COUNTY I ROUTE ITOTAL PROJECT J No SHEET SBd 1 15 1 9.82/11.94 1237 1 310 6/22/12 Q1OFESSION REG RED 'IVIL ENGINEER DATE °< �u� SCOTT `�2 LAWSON z No. 65756 PLANS APPROVAL DATE EXP. 9/30/13 the State of California or Its officers or agents Civil. shall not be responsible for the accuracy or qIFCALIFOR�l r caVleteness of electronic copies of this plan sheet. CITY OF FONTANA tions (disaggregation) 8353 SIERRA AVENUE FONTANA, CA 92335 CALIFORNIA AECOM TECHNICAL SERVICES INC. 54EO112 999 TOWN & COUNTRY ROAD Fracture ORANGE, CALIFORNIA 92868 a ^ KLEINFELDER WEST INC. 3880 LEMON STREET, SUITE *300 Body of Rock RIVERSIDE, CALIFORNIA 92501 and some coarse-grained Texture Solutioning M. CHIRUMALLA LEGEND OF ROCK MATERIALS Surfaces ® IGNEOUS ROCK ® SEDIMENTARY ROCK POST MILES 10.91 METAMORPHIC ROCK No discoloration, not No discoloration WEATHERING DESCRIPTORS FOR INTACT ROCK DRAWN BY Diagnostic features PREPARED Chemical Weathering -Discoloration Mechanical Weathering- Texture and Solutioning RETAINING and/or oxidation Grain boundary condi- p Description tions (disaggregation) General Characteristics STATE O F CALIFORNIA R. ESCANDON 54EO112 Fracture primarily for granitics a ^ DESIGN OVERSIGHT ROBERT ZEZOFF Body of Rock and some coarse-grained Texture Solutioning M. CHIRUMALLA DATE: 06/05/08 Surfaces sediments PROJECT ENGINEER POST MILES 10.91 Fresh No discoloration, not No discoloration No separation, intact No change. No Solutioning. Hammer rings when crystalline oxidized. or oxidation. (tight). CS LOTS ROCK LEGEND FOR REDUCED PLANS 0 1 2 } PROJECT NUMBER & PHASE 08000002371 EARLIER REVISION DATES �. w to rocks are struck. Discoloration or oxida- FILE=>>msei-z-Itb03.dgn Slightly tion is limited to sur- face of, or short dis- Minor to complete discoloration or No visible separation, Preserved. Minor leaching of some solu- Hammer rings when crystalline Weathered tance from, fractures; oxidation of most intact (tight). ble minerals rocks are struck. Body of rock not weakened. some feldspar crystals surfaces. may be noted. are dull. Discoloration or oxida- Moderately tion extends from frac- tures usually through- All fracture surfaces Partial separation of Generally Soluble min- Hammer does not ring when Weathered out; Fe -Mg minerals are are discolored or boundaries visible. preserved. erals may be rock is struck. Body of rock "rusty," feldspar oxidized. mostly leached. is slightly weakened. crystals are "cloudy." Discoloration or oxi- Dull sound when struck with dation throughout; all Texture hammer, usually can be broken feldspars and Fe -Mg All fracture surfaces Partial separation, rock altered by Leaching of with moderate to heavy manual Intensely minerals are altered are discolored or is friable; in semiarid chemical soluble min - pressure or by light hammer Weathered to clay to some extent; oxidized surfaces ° conditions granitics are disintegra- tion (hy- erals may be blow without reference to or chemical alteration friable. disaggregated. complete. planes of weakness such as produces in-situ dis- dration, incipient or hairline frac- aggregation, see grain argi I lotion). tures, or veinlets. Rock is boundary conditions. significantly weakened. Discolored or oxidized throughout, but resis- Resembles a soil, partial Can be granulated by hand. tant minerals such as Complete separation or complete remnant rock Resistant minerals such as Decomposed quartz may be unaltered; of grain boundaries structure may be preserved; quartz may be present as all feldspars and Fe -Mg (disaggregated). leaching of soluble "stringers" or "dikes." minerals are completely minerals usually complete. altered to clay. Combination descriptors (such as "slightly weathered to fresh") are permissible where equal distribution of both weathering characteristics is present over significant intervals or where characteristics present are "in between" the diagnostic feature. However, combination descriptors should not be used where significant, identifiable zones can be delineated. Only two adjacent descriptors may be combined."Very intensely weathered" is the combination descriptor for "intensely weathered to decomposed." DRAWN BY D. FAHRNEY PREPARED FOR THE BRIDGE NO. RETAINING WALL NO. 1 p J. SIPE (STAFF ENGINEER) STATE O F CALIFORNIA R. ESCANDON 54EO112 a ^ DESIGN OVERSIGHT ROBERT ZEZOFF FIELD INVESTIGATION BY: CHECKED BY M. CHIRUMALLA DATE: 06/05/08 DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES 10.91 R O C K L E G E N D w a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF z 4/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 12 6/22/12 1 6 1 7 CS LOTS ROCK LEGEND FOR REDUCED PLANS 0 1 2 } PROJECT NUMBER & PHASE 08000002371 EARLIER REVISION DATES �. w to FILE=>>msei-z-Itb03.dgn - - - - - - - !� _�-ETW --- -� - - - - - - - - - - - - ------- -------------- "D' Line DUNCAN CANYON RD = Duncan canyon Road 600+00 5g9+00 597+00 598+00 595+00 596+00 �ETW 9: 0-08-007 Exist R/W \ PLAN Begin Ret Wall No. 1 10+00.00 1" = 30' \ 47.43 Rt "D" Line Sta 594+73.57 End Ret Wall No. 1 16+90.00 = 249.59 Rt "D" Line Sta 600+01.96 171 171 W 17C z 0 a W 17C J W v o: 00 c� c 4 U O M° 0-08-007 ELEV 1720.3 ft MSL o o0 9 Fill (Af) Silty Sand (SM): Medium dense, Olive, slightly moist, fine to medium grained sand, with trace 32 2.4 PA CR coarse gravel to 1" --fractured rock to 2-1/2" in sampler 88 2.4 '•':•128.7 8.8 --very dense, with trace calcium carbonate --encountered soft soil toyer 63 2.4 --dense, medium to coarse grained sand, with gravel -Mi 16951 50/5" COUNTY I ROUTE ITOTAL PROJECT J No SHEET SBd 1 15 1 9.82/11.94 1 238 1 310 6/22/12 Q1yOF ESSIpN REG (!5A IVIL ENGINEER DATE 40 °< ��u� SCOTT `�2c LAWSON z PLANS APPROVAL DATE No. 65756 Exp._ /30/13 The State of California or Its officers or agents C1V I1- r shall not be responsible for the accuracy orqIF OF CALIFOR�l caVleteness of electronic copies of this plan sheet. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 KLEINFELDER WEST INC. 3880 LEMON STREET, SUITE *300 RIVERSIDE, CALIFORNIA 92501 Notes: 1. BORING DRILLED USING AP 1000 PERCUSSION HAMMER (BECKER HAMMER). 2. 1.4 -INCH DIAMETER SAMPLES WERE TAKEN USING A STANDARD PENETRATION TEST (SPT) SPLIT BARREL SAMPLER WITH AN INSIDE DIAMETER (ID) OF 1.4 INCHES AND AN OUTSIDE DIAMETER (OD) OF 2.0 INCHES. 3. 2.4 -INCH DIAMETER RING SAMPLES WERE TAKEN USING A CALIFORNIA SPLIT BARREL SAMPLER WITH AN ID OF 2.4 INCHES AND AN OD OF 3.3 INCHES. 4. ALL SAMPLES WERE DRIVEN WITH 140 LB HAMMER WITH A FALLING HEIGHT OF 30 INCHES. 5. THIS LOTB SHEET WAS PREPARED IN ACCORDANCE WITH THE CALTRANS SOIL AND ROCK LOGGING CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007j. BENCHMARK: STATE PLANE ZONE: 5 HORIZONTAL DATUM: NAD 83, EPOCH 1992.88 VERTICAL DATUM: NGVD 29 GLOBAL ORIGIN: 6616251.6352, 1757251.6352, -214748.364 1690 50/2" 2.4 :' •: .' Alluvium (Oal): Sand with Gravel (GP): Very dense, light brown, moist, coarse grained sand, with coarse gravel to 2" --no recovery --no recovery --encountered rock layer at approximately 21-1/2 feet --no recovery --encountered soft soil layer at approximately 26-1/2 feet 2.4 2.4 2.4 0 COUNTY I ROUTE ITOTAL PROJECT J No SHEET SBd 1 15 1 9.82/11.94 1 238 1 310 6/22/12 Q1yOF ESSIpN REG (!5A IVIL ENGINEER DATE 40 °< ��u� SCOTT `�2c LAWSON z PLANS APPROVAL DATE No. 65756 Exp._ /30/13 The State of California or Its officers or agents C1V I1- r shall not be responsible for the accuracy orqIF OF CALIFOR�l caVleteness of electronic copies of this plan sheet. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 KLEINFELDER WEST INC. 3880 LEMON STREET, SUITE *300 RIVERSIDE, CALIFORNIA 92501 Notes: 1. BORING DRILLED USING AP 1000 PERCUSSION HAMMER (BECKER HAMMER). 2. 1.4 -INCH DIAMETER SAMPLES WERE TAKEN USING A STANDARD PENETRATION TEST (SPT) SPLIT BARREL SAMPLER WITH AN INSIDE DIAMETER (ID) OF 1.4 INCHES AND AN OUTSIDE DIAMETER (OD) OF 2.0 INCHES. 3. 2.4 -INCH DIAMETER RING SAMPLES WERE TAKEN USING A CALIFORNIA SPLIT BARREL SAMPLER WITH AN ID OF 2.4 INCHES AND AN OD OF 3.3 INCHES. 4. ALL SAMPLES WERE DRIVEN WITH 140 LB HAMMER WITH A FALLING HEIGHT OF 30 INCHES. 5. THIS LOTB SHEET WAS PREPARED IN ACCORDANCE WITH THE CALTRANS SOIL AND ROCK LOGGING CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007j. BENCHMARK: STATE PLANE ZONE: 5 HORIZONTAL DATUM: NAD 83, EPOCH 1992.88 VERTICAL DATUM: NGVD 29 GLOBAL ORIGIN: 6616251.6352, 1757251.6352, -214748.364 1690 50/2" 2.4 --encountered cobble layer at approximately 31 feet 0 6/5/08 PROFILE o Borinq.TerminateIi at Elev. 1686.8 ft GGroun�diwater Not ncountered VERTICAL 1" = 5' ERi = 80% a 0 DRAWN BY D. FAHRNEY PREPARED FOR THE BRIDGE NO. RETAINING WALL NO. 1 O w J. SIPE (STAFF ENGINEER) STATE O F R. ESCANDON CALIFORNIA 54E0112 a DESIGN OVERSIGHT ROBERT ZEZOFF FIELD INVESTIGATION BY: CHECKED BY M. CHIRUMALLA DATE: 06/05/08 DEPARTMENT OF PROJECT ENGINEER TRANSPORTATION POST MILES 10.91 L O G OF TEST BORINGS p w a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET of z 4/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 12 6/22/12 1 7 17 CS LOTS ROCK LEGEND FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES �. to FILE _? 54e0112-z-ItbO4.dgn FG Top of Leveling Pad Elev 1718.00 10+00 174 Panels (A 5'-0" = 870'-0" Total Length Measured along Ret Wall No. 2 LOL "R-2" Line ___ Ret Wall No. 2 LOL ES ETW ES Vor 0' 4to 12' 12' 12' 10' 6' Var� Barrier Slab Roadway c ---- �O c Section Jvl_ ------ U) --- v N = Sol I Re i of ------ Face Panels _ ------ __ I OG —_ Leveling Pad _ Exist Ditch—'o 2'-0" Min DIST COUNTY TE ROUTOTAL PROJECT ' No SHEET 08 1 SBd 15 1 9.82/11.94 239 1 310 T = 173.45' L = 314.53' 0 In I r 0 Z,OFESSION N REGISTERED CIVIL ENGINEER DATE or 0.1H + y MOHAN S. CHAR c i v c o 2. For General Notes, "Index of Plans" N shall not be responsible for the accuracy or ,4 O SP Q Do CJ O O CO ti 8353 SIERRA AVENUE BC "R-2" Line 582+19.15 N M N DO O O O N . O ORANGE, CALIFORNIA 92868 In m O Ln M O r, O Ln II N O 0) O o rN O O In Base Width + II v 3F - LO ti N Top of - before __ CD --- + r2 3: 2o O r O Wall (TW) LO + II ++ N 3 , N74026'11 3"E 581 00 �. n580+00 Ret We l l No. 2 LOL Sto 10+00.00 to 16+90.00 \ -- - - 03 on zDun A oETW TYPICAL SECTION FG OG -- --- ---_ BY CHECKED LOAD & RESISTANCE LIVE LOADING: DESIGN D. KIM A. SIVATHASAN FACTOR DESIGN BY CHECKED BY DETAILS S. DESALEGN D. KIM LAYOUT S. DESALEGN HL -93 W/ BOY" AND PERMIT DESIGN VEHICLE CHECKEDSTATE CHAR 'v S. CHAR —\ — — — — RETAINING WALL N0. 2 --�—____ — ---- --- ---'---------_----- -- o To of Leveling Pad p g o o Top of Leveling Pad o C, Top of Bottom of O Elev 1723.00 0 Elev 1725.50 0 O -- +6 Leveling Pad Barrier slab 0 ------ie CreekoO— Wall No. 2 LOL �-- N2 Ion Elev 1720.50 O — + q/ 09 12 70 5/ 11 10 11 3/ 12 5/ 12 6/22/12 1 ® MBGR, see "Road Plans" O Vi — N _ _. Prop CALTRANS R/W o FILE _> mse2-a-gpOl.dgn Datum Elev 1690.00 Z Prop Rectangular BC Ret Wall No. 2 Notes: =35.42 Rt "R-2" Line 11+00 Conc Channel 12+00 13+00 14+00 DEVELOPED ELEVATION 1 " = 20' CURVE DATA 0 R = 335.42' R = 300.00' A = 57035'57" 0 = 60004'13" "R-2" Line ___ Ret Wall No. 2 LOL ES ETW ES Vor 0' 4to 12' 12' 12' 10' 6' Var� Barrier Slab Roadway c ---- �O c Section Jvl_ ------ U) --- v N = Sol I Re i of ------ Face Panels _ ------ __ I OG —_ Leveling Pad _ Exist Ditch—'o 2'-0" Min DIST COUNTY TE ROUTOTAL PROJECT ' No SHEET 08 1 SBd 15 1 9.82/11.94 239 1 310 T = 173.45' L = 314.53' 0 0 6/22/12 1h I r 0 Z,OFESSION N REGISTERED CIVIL ENGINEER DATE or 0.1H + y MOHAN S. CHAR c i _jNo. APPROVAL DATE No. 57894 _j Exp.6/30/14 The State of Callfornia or its officers or agents CIVI L o 2. For General Notes, "Index of Plans" N shall not be responsible for the accuracy or ,4 O SP col of electronic copies of this plan sheet. OF CALIF O Z CITY OF FONTANA 8353 SIERRA AVENUE BC "R-2" Line 582+19.15 3 FONTANA, CA 92335 1'-0" + AECOM TECHNICAL SERVICES INC. Prop 6" Rectangular 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 m -- c L J L _ U t v ------ Base Width -Top of Leveling Pad Elev 1728.00 "R-2" Line ___ Ret Wall No. 2 LOL ES ETW ES Vor 0' 4to 12' 12' 12' 10' 6' Var� Barrier Slab Roadway c ---- �O c Section Jvl_ ------ U) --- v N = Sol I Re i of ------ Face Panels _ ------ __ I OG —_ Leveling Pad _ Exist Ditch—'o 2'-0" Min T = 184.40' L = 337.20' T = 173.45' L = 314.53' ° Layout No. 1 to No. 4" sheets. I r ° or 0.1H o 2. For General Notes, "Index of Plans" Mesh rL PLAN BC "R-2" Line 582+19.15 B 1'-0" Length Prop 6" Rectangular Note: 1" = 20' -- L Conc Channel "R-2" Line ES __— --- --- -- - --- ---- - 41 I ------ Base Width Texture", see "Mechanically Stabilized controlling field dimensions before __ CD --- BW Embankment Details No. 2" sheet. 579+00 , N74026'11 3"E 581 00 �. n580+00 Ret We l l No. 2 LOL Sto 10+00.00 to 16+90.00 \ -- - - - 11IT_ a Duncan on zDun A oETW TYPICAL SECTION -- —ri -- --- ---_ BY CHECKED LOAD & RESISTANCE LIVE LOADING: DESIGN D. KIM A. SIVATHASAN FACTOR DESIGN BY CHECKED BY DETAILS S. DESALEGN D. KIM LAYOUT S. DESALEGN HL -93 W/ BOY" AND PERMIT DESIGN VEHICLE CHECKEDSTATE CHAR 'v S. CHAR —\ J RETAINING WALL N0. 2 --�—____ — ---- --- ---'---------_----- -- No Scale - - -� _= M. PROJECT ENGINEER POST MILE — o Legend: CHECKED A. SIVATHASAN SPECIFICATIONS BY J. WANG CCOKPAREDAND SPECS M. CHAR 1+0N74°26'1 "E / 12+00 — .. (t 13+0010 -- +6 Concrete Barrier Type 732 (Mod) a ------ie CreekoO— Wall No. 2 LOL �-- N2 Fractured Rib Architectural Texture 110+00.00 Abandone y — 0,FOR q/ 09 12 70 5/ 11 10 11 3/ 12 5/ 12 6/22/12 1 ® MBGR, see "Road Plans" egin Ret Wall No. 2 Vi — _ _. Prop CALTRANS R/W o FILE _> mse2-a-gpOl.dgn Z Prop Rectangular BC Ret Wall No. 2 Notes: =35.42 Rt "R-2" Line Conc Channel LOL 13+52.80 Ste 578+66.35 =35.42 Rt "R-2" Line 1. For "Design "H", see "Retaining Wall Ste 582+19.15 Layout No. 1 to No. 4" sheets. ° 2. For General Notes, "Index of Plans" PLAN sheet. 0 Note: 1" = 20' 3. For "Fractured Rib Architectural The Contractor shall verify all Texture", see "Mechanically Stabilized controlling field dimensions before Embankment Details No. 2" sheet. ordering or fabricating any material. "LOW BY CHECKED LOAD & RESISTANCE LIVE LOADING: DESIGN D. KIM A. SIVATHASAN FACTOR DESIGN BY CHECKED BY DETAILS S. DESALEGN D. KIM LAYOUT S. DESALEGN HL -93 W/ BOY" AND PERMIT DESIGN VEHICLE CHECKEDSTATE CHAR PREPARED FOR THE MOHAN OF CALIFORNIA S. CHAR BRIDGE NO. 54E0113 RETAINING WALL N0. 2 O w 4 DESIGN OVERSIGHT ROBERT ZEZOFF M. PROJECT ENGINEER POST MILE II QUANTITIES BY D. KIM CHECKED A. SIVATHASAN SPECIFICATIONS BY J. WANG CCOKPAREDAND SPECS M. CHAR DEPARTMENT OF TRANSPORTATION 10,94 G E N E R A L PLAN N O . 1 a SIGN OFF DATE DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.2/25/05)0RIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) S HEET 0,FOR q/ 09 12 70 5/ 11 10 11 3/ 12 5/ 12 6/22/12 1 18 REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES y Vi FILE _> mse2-a-gpOl.dgn 0 0 0 N + V J O J N O z v 3 m m C: J a 0 174 Panels (A 5'-0" = 870'-0" Total Length Measured along Ret Wall No. 2 LOL j Top of Leveling / ! l Pad Elev 1748.00 FG OG -- ------------ ------ Top of Leveling = N -------- "LOW Pad Elev 1745.50 __-__----- ---- 0 0 0 O o Top of 0 Bottom of Leveling Pad 0 Top of Leveling Pad Top of Leveling Pad Top of Leveling Pad o Top of o 0 To of Leveling Pad o Elev 1735.50 o Barrier slab Elev 1738.00 + Elev 1740.50 Z Elev 1728.00 0 Leveling Pad In Elev 1733.00 + r. N ti M CO N M N — � O LO M O r- 0 O _ 0 c0 CO 0 c9 - 0 LO O to o rn o O O� O a. o LO O LO Il- to ti O O •- r O °- o O LO� I 4) + 0 o to ti 9 + In CO + o In m r ~ LO 0 � Top of LO + 11 j ++ ii t0 3 H co 3 2 �- ++ H I— 3 I- ii ti 3 `°3 OD� m3�FG aD CO LO3 +3 Wall (TW) In 3: ~ r - - 15+00 16+00 17+00 18+00 "R-2" Line j Top of Leveling / ! l Pad Elev 1748.00 FG OG -- ------------ ------ Top of Leveling = -------- "LOW Pad Elev 1745.50 __-__----- ---- 0 0 0 Top of Leveling Pad 0 o Top of 0 Bottom of Leveling Pad 0 Top of Leveling Pad Top of Leveling Pad Top of Leveling Pad o Top of o 0 To of Leveling Pad o Elev 1735.50 o Barrier slab Elev 1738.00 + Elev 1740.50 Elev 1743.00 Elev 1728.00 0 Leveling Pad In Elev 1733.00 + M. PROJECT ENGINEER POST MILE QUANTITIES BY D. KIM CHECKED A. SIVATHASAN SPECIFICATIONS BY J. WANG CCOKPAREDDSPECS M. CHAR DEPARTMENT OF TRANSPORTATION 10,gq II a SIGN OFF DATE DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.2/25/05)ORIGINAL Elev 1730.50 In SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING 0 0 0 + U1 q/ 09 12 70 5/ 11 10 11 3/ 12 5/ 12 6/22/12 `z 18 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES y Vi FILE => mse2-a-gpO2.dgn 0 0 0 M In CO + + + aD aD CO Datum Elev 1690.00 - - 15+00 16+00 17+00 18+00 "R-2" Line Legend: 0 Concrete Barrier Type 732 (Mod) 2Q Fractured Rib Architectural Texture o° Q Curb, see "Road Plans" a ® Cable Railing Q5 Concrete Gutter o" ti �o ES re) EC "R-2" Line 585+33.68 0�„� 6a6 k00 N �� 22 3x00 \ B 1 Aa \\ "R-2” Line 585+p0 �� ES 584+00 1 ETW� Road A To'pni��n Canyon - - - Z / 1 7+00 ---- 16+00 End Conic Barrier Type 732 (Mod) Begin Coping Transition Prop Rectangular-�_\ EC Ret Wall No. 2 LOL 16+90.00 Conc Channel =35.42 Rt "R-2" Line Sta 585+20.74 Prop CALTRANS R/W Note: __ The Contractor shall verify all PLAN controlling field dimensions before 1" = 20' DEVELOPED ELEVATION 1 ''= 20' CURVE DATA R = 335.42' R = 300.00' A = 57035'57" A = 60004'13" T = 184.40' T = 173.45' L = 337.20' L = 314.53' ►q 5aT k00 ES N31 00 4 18+00 --------mss_ Ret Wall No. 2 LOL End Conc Barrier Type 732 (Mod) Begin Coping Transition Ret Wall No. 2 LOL 16+97.64 =35.42 Rt "R-2" Line Sta 585+28.17 q' 12' 12' Var —y Roadway c Section 'N x 0 /End Ret Wall No. 2 18+70.00 =86.67 Rt "R-2" Line Sta 586+91.68 COUNTY ROUTE TOTAL PROJECT ' No SHEET SBd 1 15 1 9.82/11.94 1240 1 310 I 1 � / 4,Z/ \-w i,_6/22/12 Z,OFESSION REGISTERED CIVIL ENGINEER DATE We F2 y MOH1 S. CHAR c i PLANS APPROVAL DATE No. 57894 Exp,6/30/14 The State of Callfornia or its officers or agents 4, CIVIL P shall not be responsible for the accuracy or a):� O� cow/efeness of electronic copies of this plan sheet. of CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 ETW ES 3' 2' 10' Var 2' 3 10;1 F1 et at - 5 Soil Reinf --- OG ----- LevelingPads Mesh 1 '-0" Length L Base Width BW Ret Wa I I No. 2 LOL Coping >-�-Face Panels o) r v o = 0 22'-0" m i n or 0.1H ExIst Ditch 6" Prop Rectangular Conc Channel Ret Wall No. 2 LOL Sta 16+90.00 to 18+70.00 TYPICAL SECTION No Scale Notes: 1. For "Design "H", see "Retaining Wall Layout N No. 1 to No. 4" sheets. o 2. For General Notes, see "Index to Plans" sheet. 3. For "Fractured Rib Architectural Texture", see "Mechanically Stabilized Embankment Details No. 2" sheet. ordering or fabricating any material. "LOW BY DESIGN BY DETAILS CHECKED LOAD & RESISTANCE LIVE LOADING: D. KIM A. SIVATHASAN FACTOR DESIGN CHECKED BY S. DESALEGN D. KIM LAYOUT S. DESALEGN HL -93 W/ BOY" AND PERMIT DESIGN VEHICLE CHECKEDSTATE CHAR PREPARED FOR THE MOHAN OF CALIFORNIA S. CHAR BRIDGE NO. 54E0113 RETAINING WALL N0. 2 O w 4 DESIGN OVERSIGHT ROBERT ZEZOFF G E N E R A L PLAN N O . 2 M. PROJECT ENGINEER POST MILE QUANTITIES BY D. KIM CHECKED A. SIVATHASAN SPECIFICATIONS BY J. WANG CCOKPAREDDSPECS M. CHAR DEPARTMENT OF TRANSPORTATION 10,gq II a SIGN OFF DATE DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.2/25/05)ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) S q/ 09 12 70 5/ 11 10 11 3/ 12 5/ 12 6/22/12 `z 18 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES y Vi FILE => mse2-a-gpO2.dgn WELDED WIRE MAT SCHEDULE (LOADING CASE 1) Maximum Height, H 7'-6" 10'-0" 12'-6" 15'-0" Minimum Minimum INDEX TO PLANS 25'-0" 1 1 '-0" 14/-011 8 -0" 8'-0" 9'-0 " 11'-0 " Mesh Length, L 25'-0" 32'-0" Mesh Length, L Top 4-W15xW15430 Top Levels of Top 4-W15xW15Q6 Top 4-W15xW15@6 Top 4-W15xW15Q6 Top 4-W15xW15Q6 Mesh Over 1 of 4-W15xW15Q6 2 of 4-W15xW15@6 3 of 4-W15xW1506 3 of 4-W15xW15Q6 11. Bot 4-W15xW15Q6 Bot 4-W20xW15Q9 Bot 4-W2OxW15Q9 1 of 4-W2OxW15Q9 4 of 4-W15xW15Q18 Mesh Over 4 of 4-W15xW15Q6 4 of 4-W15xW15@18 Bot 4-W2OxW15Q9 Maximum Height, H 17'-6" 20'-0" 22'-6" 25'-0" 27'-6" Minimum INDEX TO PLANS 25'-0" 1 1 '-0" 14/-011 16'-0" Mesh Length, L 12/-0" 14'-0" 191-01. 25'-0" 32'-0" Mesh Length, L Top 4-W15xW15430 Mesh Over 3 of 4-W15xW15@18 4 of 4-W15xW15Q18 5 of 4-W15xW15Q30 Top Levels of Top 4-W15xW15Q6 Top 4-W15xW15@6 Top 4-W15xW15Q6 Top 4-W15xW15Q6 Top 4-W15xW1546 11. MECHANICALLY STABILIZED EMBANKMENT DETAILS NO. 4 12. 4 of 4-W15xW15Q18 4 of 4-W15xW15Q18 Mesh Over 4 of 4-W15xW15Q6 4 of 4-W15xW15@18 4 of 4-W15xW15Q18 MECHANICALLY STABILIZED EMBANKMENT DETAILS NO. 7 15. SOIL LEGEND NO. 1 16. 3 of 4-W2OxW15Q24 3 of 4-W2OxW15Q24 17. 1 of 4-W2OxW15Q9 2 of 4-W20xW15@24 3 of 4-W2OxW15Q24 1 of 6-W25xW15Q24 2 of 6-W25xW15424 Bot 4-W2OxW15Q9 Bot 4-W20xW15Q24 Bot 4-W2OxW15424 got 6-W25xW15Q24 Bot 6-W25xW15Q24 WELDED WIRE MAT SCHEDULE (LOADING CASE 2) Maximum Height, H 20'-0" 25'-0" Minimum Minimum 3. INDEX TO PLANS 25'-0" 1 1 '-0" 14/-011 16'-0" Mesh Length, L Top 4-W15xW15Q30 Top 4-W15xW15@30 Mesh Over Top Levels of Top 4-W15xW15Q18 Top 4-W15xW15Q18 Top 4-W15xW15430 Mesh Over 3 of 4-W15xW15@18 4 of 4-W15xW15Q18 5 of 4-W15xW15Q30 9. Bot 4-W15xW15Q6 Bot 4-W15xW15Q18 Bot 4-W2OxW15Q24 Maximum Height, H 20'-0" 25'-0" Minimum GENERAL PLAN NO. 2 3. INDEX TO PLANS 25'-0" M18'-0" Mesh Length, L RETAINING WALL LAYOUT NO. 1 BY Top Levels of Top 4-W15xW15Q30 Top 4-W15xW15@30 Mesh Over 5 of 4-W15xW15Q30 5 of 4-W15xW15Q30 7. 1 of 4-W20xW15Q24 3 of 4-W2OxW15Q24 8. Bot 4-W2OxW15Q24 Bot 6-W25xW15Q30 Mesh configuration example: 2 of 4-W15xW15Q6 2 of = 2 levels of reinforcement mats with 4-W15x = 4 longitudinal wires W15 sized by W15@6 = W15 sized transverse wires at 6 inch spacing Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. INDEX TO PLANS COUNTY ROUTE TOTAL PROJECT J No SHEET SBd 1 15 1 9.82/11.94 1 241 1 310 6/22/12 00ESSt0N REGISTERED CIVIL ENGINEER DATE Oro 4� �? Fy MOHAN 5. CHAR i PLANS APPROVAL DATE No. 57894 Exp. 6/30/14 The State of California or its officers or agents � CI VI L r shall not be responsible for the accuracy or a�, oti canplefeness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 1. GENERAL PLAN N0. 1 2. GENERAL PLAN NO. 2 3. INDEX TO PLANS O RETAINING WALL NO. 2 a 4. RETAINING WALL LAYOUT NO. 1 BY 5. RETAINING WALL LAYOUT NO. 2 MOHAN S. CHAR 6. RETAINING WALL LAYOUT NO. 3 7. RETAINING WALL LAYOUT NO. 4 DETAILS S. DESALEGN 8. MECHANICALLY STABILIZED EMBANKMENT DETAILS NO. 1 9. MECHANICALLY STABILIZED EMBANKMENT DETAILS NO. 2 10. MECHANICALLY STABILIZED EMBANKMENT DETAILS NO. 3 11. MECHANICALLY STABILIZED EMBANKMENT DETAILS NO. 4 12. MECHANICALLY STABILIZED EMBANKMENT DETAILS NO. 5 13. MECHANICALLY STABILIZED EMBANKMENT DETAILS NO. 6 14. MECHANICALLY STABILIZED EMBANKMENT DETAILS NO. 7 15. SOIL LEGEND NO. 1 16. SOIL LEGEND NO. 2 PROJECT NUMBER & PHASE 0800000237 17. ROCK LEGEND q/ 09 12 70 5/ 11 10 11 3/ 12 5/ 12 6/22/12 I 1 1 3 1 18 N 18. LOG OF TEST BORINGS STANDARD PLANS DATED MAY 2006 Al OA ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) Al OB ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2) A10C SYMBOLS (SHEET 1 OF 2) A10D SYMBOLS (SHEET 2 OF 2) B11-55 CONCRETE BARRIER TYPE 732 D102 UNDERDRAINS STANDARD PLAN SHEET NO. DETAIL NO. ABBREVIATIONS TW Top of wall Ea Each DESIGN aY D. KIM FILE _> mse2-a- 1 tp . dgn C.—E. SIVATHASAN PREPARED FOR THE BRIDGE BRIDGE NO. O RETAINING WALL NO. 2 a DESIGN OVERSIGHT ROBERT ZEZOFF BY CHECKED STATE OF CALIFORNIA MOHAN S. CHAR 54E0113 DETAILS S. DESALEGN D. KIM PROJECT ENGINEER POST MILE H QUANTITIES ByD. KIM CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION 10.94 INDEX TO PLANS a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2 232DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES q/ 09 12 70 5/ 11 10 11 3/ 12 5/ 12 6/22/12 I 1 1 3 1 18 N FILE _> mse2-a- 1 tp . dgn Loading Case Panel Spacin( Length Design "H" Base Width N O z 0 3 C •� W Lf) ro � MBGR, see Road Plans 30'-0" H= 7'-6" BW= 9'-6" ID Ln I'7 N N 3 Loading Case 1 174 Panels @ 5'-0" = 870'-0" Total Length Measured along Ret Wall No. 2 LOL 20'-0" 30'-0" 40'-0" 45'-0" 35'-0" 20'-0" H= 10'-0" H= 7'-6" H= 10'-0" H= 12'-6" H= 15'-0" H= 15'-0" o+ BW= 9'-6" BW= 9'-6" BW= 9'-6" BW= 10'-6" BW= 12'-6" BW= 12'-6" �ao) or N a) N O � O N ti 0 In +0 3 Top of r rPC Panel FGJ Top of 00 Leveling Pad O Elev 1718.00 U0 0 TV Bottom of '-FG = OG Barrier Slab Top of Wall (TW) a) �c ------ W c z_0 J + 0 Top of Leveling Pad Elev 1720.50 00 \-Top Of o Leveling o Pad + Elev 1723.00 Datum Elev 1700.00 10+00 11+00 12+00 DEVELOPED ELEVATION N 1 = 10 ' "R-2" Line N74026'1 3"E 1; - --- --- - -------- 579+00 -- _ 580+00 or N a) NN Begin Ret WaIL__No__2--- - -' Jz 10+00.00 + 1y 0 =35.42 Rt-"lT-_ --- Sta 578+66.5 -- - T, - --- --- N o -- 0 -- z - s —_ 10+00 --- - 11+00 N74026'1 3"E 12+00 _ c -- - �� Prop RectangUtdr Conc Change - Ret Wal l No. 2 LOL �} J � U �o _ -- Q m Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. PLAN 1. = 10, Prop CALTRANS R/W )ISTJ COUNTY I ROUTE ITOTAL' PWC7ECT J No SHEET 08 1 SBd 15 1 9.82/11.94 12421 310 la& 6/22/12 2SOFESSION REGISTERED CIVIL ENGINEER DATE ef,� 4( MOHAN S. CHAR i No. 57894 A PLANS APPROVAL DATE � E,� 6/30/14 � The State of California or its officers or agents � .CIVIL r shall not be responsible for the accuracy or q�, oft completeness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 Notes: 1. For Typical Section, see "General Plan No. 1" sheet. 2. For Welded Wire Mat Schedule, see "Index to Plans" sheet. Legend: Indicates Base Limits of Welded Wire Mat (Soil Reinforcement) DESIGN BT D. KIM A SIVATHASAN DETAILS BY S. DESALEGN CHECKED D. KIM PREPARED FOR THE MOHAN S. CHAR STATE OF CALIFORNIA BRIDGE NO. 54E0113 RETAINING WALL N0. + DESIGN OVERSIGHT ROBERT ZEZOFF RETAINING WALL LAYOUT N 0 . 1 N (V lahl a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNI T 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) J O q/ 09 12 10 5/ t1 10 11 3/ 12 1/11/'1'2]6/22/121 1 1 1 Li 1 18 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES .y N oz FILE _> mse2-g-rw01.dgn M J N N Z) O O O N M o T` z 0 Top of Conc N 3 —J C Barrier Type 0 0 + 3 732 (Mod) �3 a) �c ------ W c z_0 J + 0 Top of Leveling Pad Elev 1720.50 00 \-Top Of o Leveling o Pad + Elev 1723.00 Datum Elev 1700.00 10+00 11+00 12+00 DEVELOPED ELEVATION N 1 = 10 ' "R-2" Line N74026'1 3"E 1; - --- --- - -------- 579+00 -- _ 580+00 or N a) NN Begin Ret WaIL__No__2--- - -' Jz 10+00.00 + 1y 0 =35.42 Rt-"lT-_ --- Sta 578+66.5 -- - T, - --- --- N o -- 0 -- z - s —_ 10+00 --- - 11+00 N74026'1 3"E 12+00 _ c -- - �� Prop RectangUtdr Conc Change - Ret Wal l No. 2 LOL �} J � U �o _ -- Q m Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. PLAN 1. = 10, Prop CALTRANS R/W )ISTJ COUNTY I ROUTE ITOTAL' PWC7ECT J No SHEET 08 1 SBd 15 1 9.82/11.94 12421 310 la& 6/22/12 2SOFESSION REGISTERED CIVIL ENGINEER DATE ef,� 4( MOHAN S. CHAR i No. 57894 A PLANS APPROVAL DATE � E,� 6/30/14 � The State of California or its officers or agents � .CIVIL r shall not be responsible for the accuracy or q�, oft completeness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 Notes: 1. For Typical Section, see "General Plan No. 1" sheet. 2. For Welded Wire Mat Schedule, see "Index to Plans" sheet. Legend: Indicates Base Limits of Welded Wire Mat (Soil Reinforcement) DESIGN BT D. KIM A SIVATHASAN DETAILS BY S. DESALEGN CHECKED D. KIM PREPARED FOR THE MOHAN S. CHAR STATE OF CALIFORNIA BRIDGE NO. 54E0113 RETAINING WALL N0. 2 DESIGN OVERSIGHT ROBERT ZEZOFF RETAINING WALL LAYOUT N 0 . 1 PROJECT ENGINEER POST MILE QUANTITIES By D. K I M CHECKED A S I VATHASAN DEPARTMENT OF TRANSPORTATION 10.94 lahl a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNI T 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET I OF q/ 09 12 10 5/ t1 10 11 3/ 12 1/11/'1'2]6/22/121 1 1 1 Li 1 18 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES .y N FILE _> mse2-g-rw01.dgn Loading Case Panel Spacing Length 30'-0" Design "H" H= 15'-0" Base Width BW= 12'-6' Loading Case 1 174 Panels (A 5'-0" = 870'-0" Total Length Measured along Ret Wall No. 2 LOL 30'-0" 20'-0" 20'-0" 30'-0" 50'-0" H= 17'-6" H= 25'-0" H= 20'-0" H= 17'-6" H= 20'-0" + In H= 22'-6" BW= 13'-6" N= BW= 15'-6" BW= 13'-6" BW= 15'-6" LO _ LO BW= 20'-6" O +- DESIGN BT D. KIM A SIVATHASAN DETAILS BY S. DESALEGN CHECKED D. KIM PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR v N O .0 2 22'-6" H= 25'-0" 0 LO ti O O N (0 + In U-) a N= v O CO Op UNI T 22 32 O LO _ LO oz° 0 O GO o Top of M J LO M Wal11 l (TW) C" o Bottom of N 3 PCPof Panel ~ o 0 Barrier Slab Ir. -_ z ° W C -- -- J + a) - - - - - 3 ° -- -- -- -- - -- -- ------ � C - z° J } 0 x= PrU �-o am —I- —�-- - — -I- — t rt— Top of Leveling Pad oo '-FG = OG Elev 1723.00 0 O Top of Conc Barrier Type 732 (Mod) 30'-0" 20'-0" DESIGN BT D. KIM A SIVATHASAN DETAILS BY S. DESALEGN CHECKED D. KIM PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR BRIDGE NO. 54EO113 O NH= 2 22'-6" H= 25'-0" . c BW= 20'-6" BW= 26'-6" + In U-) a M v O CO Op UNI T 22 32 J O OZ O O Ln SHEET I OF H - o T O v' 3 N O J oc Ir. W C z_ a J + a) - - - - - U - - - - - - - - - P- 4) a a) 20 Top of Leveling Top of Leveling Pad oo Pad Elev 1728.00 Elev 1725.50 0 O v Datum Elev 1700.00 13+00 14+00 DEVELOPED ELEVATION 1 " = 10, NBC "R-2" Line 582+19.15- "R-2 Line - N74°26'13"E -- 0 a)/ 581+00 i - --- 582+00 Jo Oz N :3 0 OT z° -f-61 XX> 0 K C z_ v Re a I No. 2 LOL N74026'1 3"E 13+00 J + x <11) :20 Prop CALTRANS R/W Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. PLAN 1 " = 10, 1 Boned Ly�Cre/ Abon '`Lpv ---- CD n CDrf Va - 0 k \�ZL � O O COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 12431 310 r 6/22/12 QROFESSI0 REGISTERED CIVIL ENGINEER DATE ef,� q< �? F� MOHAN S. CHAR i No. 57894 A PLANS APPROVAL DATE E,� 6/30/14 The State of California or its officers or agents .CIVIL r shall not be responsible for the accuracy or 4�, oft completeness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 1. For Typical Section, see "General Plan No. 1" sheet. 2. For Welded Wire Mat Schedule, see "Index to Plans" sheet. Legend: Indicates Base Limits of Welded Wire Mat (Soil Reinforcement) O O w O 14+0(1 - -_i 7 r _ - W ��d- EXISTING UTILITY LEGEND -- Prop Rectangular Conc Channel CURVE DATA 0 4" OD Steel Water Line in 10" Cos ing (CCMWC) BC Ret Wall No. 2 LOL 13+52.80 4" Steel Water Line (CCMWC) (Abandon) =35.42 Rt "R-2" Line Sto 582+19.15 OA © See "Utility Plans" w R = 335.42' R = 300.00' A = 57035'57" A = 60004'13" T = 184.40' T = 173.45' L = 337.20' L = 314.53' DESIGN BT D. KIM A SIVATHASAN DETAILS BY S. DESALEGN CHECKED D. KIM PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR BRIDGE NO. 54EO113 RETAINING WALL NO. 2 O a DESIGN OVERSIGHT ROBERT ZEZOFF RETAINING WALL LAYOUT N0. 2 PROJECT ENGINEER POST MILE QUANTITIES BY D. KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION 10.94 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNI T 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET I OF q/ 09 12 10 5/ t1 10 11 3/ 12 1/11/'1'2]6/22/121 1 1 1 5 1 18 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES .y FILE _> mse2-g-rwO2.dgn Loading Case Loading Case 1 Panel Spacing 174 Panels a 5'-0" = 870'-0" Total Length 20'-0" 30'-0" 20'-0" 30'-0" Design "H" H= 25'-0" H= 27'-6" H= 25'-0" H= 27'-6" Base Width BW= 26'-6" 1 BW= 33'-6" 1 BW= 26'-6" 1 BW= 33'-6" O N O L Ln Tn +_ V N w U0 O ti o TBottom of + Barrier Slab —I---1--4--+--I---T Measured along Ret Wall No. 2 LOL 55'-0" 25'-0" H= 27'-6" H= 25'-0" BW = 33'-6" BW= 26'-6" Top of Conc Barrier Type 732 (Mod) 41 O O O LO . N LO r Lo Top of Wall (TW) 40'-0" H= 27'-6" BW = 33'-6" N O O � O U ----- - 50 20 5 40 5 40 50 10 5 _ Ael P Top ]Jf of Leveling Pad Top of Leveling o Elev 1735.50 Top of Leveling o Pad Elev 1733.00 If, Top of Leveling o Pad Elev 1730.50 O 0 Pad Elev 1728.00 0 + O In Inspection Wires, LO Typ see "Note 3" Datum Elev 1710.00 15+00 16+00 0+- 0z +OZ N � O Z J 3 O 4-0) (D C: Ld C Z 0D a) U - — — J x H0 am :2N FG = OG Q � C.—E. SIVATHASAN CHECKED D. KIM M S. CHAR BRIDGE BRIDGE NO. 54E0113 ? ~ OLO O V O ti O U1 o - O O - + II OA © To of LO - ~ I+n 3 PCP Panel Prop CALTRANS R/W -� -- — __ removed as necessary R = 335.42' Measured along Ret Wall No. 2 LOL 55'-0" 25'-0" H= 27'-6" H= 25'-0" BW = 33'-6" BW= 26'-6" Top of Conc Barrier Type 732 (Mod) 41 O O O LO . N LO r Lo Top of Wall (TW) 40'-0" H= 27'-6" BW = 33'-6" N O O � O U ----- - 50 20 5 40 5 40 50 10 5 _ Ael P Top ]Jf of Leveling Pad Top of Leveling o Elev 1735.50 Top of Leveling o Pad Elev 1733.00 If, Top of Leveling o Pad Elev 1730.50 O 0 Pad Elev 1728.00 0 + O In Inspection Wires, LO Typ see "Note 3" Datum Elev 1710.00 15+00 16+00 0+- 0z +OZ N � O Z J 3 O 4-0) (D C: Ld C Z 0D a) U - — — J x H0 am :2N FG = OG T = 184.40 T = 173.45 Note: L = 337.20' L = 314.53' The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 1 " = 10' COUNTY ROUTE TOTAL PROJECT J No SHEET SBd 1 15 1 9.82/11.94 12441 310 I 1 �/ 4,z/ \-W�-- 6/22/12 00ESSt0N REGISTERED CIVIL ENGINEER DATE Oro 4� �? Fy y MOHAN 5. CHAR i PLANS APPROVAL DATE No. 57894 EXp.6/30/14 The State of California or its officers or agents CIVIL r shall not be responsible for the accuracy or 4 o ti coWlefeness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 1. For Typical Section, see "General Plan No. 2" sheet. 2. For Welded Wire Mat Schedule, see "Index to Plans" sheet. 3. For Details of Inspection Wires, see "Mechanically Stabilized Embankment "Details No. 3" sheet. Legend: Indicates Base Limits of Welded Wire Mat (Soil Reinforcement) 10 Indicates Interval in years from construction to removal of inspection wire EXISTING UTILITY LEGEND < 4" OD Steel Water Line in 10" Casing (CCMWC) 4" Steel Water Line (CCMWC) (Abandon) See "Utility Plans" DESIGN aY D. KIM DETAILS BY S. DESALEGN C.—E. SIVATHASAN CHECKED D. KIM PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR BRIDGE BRIDGE NO. 54E0113 RETAINING WALL NO. 2 O a DESIGN OVERSIGHT ROBERT ZEZOFF RETAINING WALL LAYOUT Exist Conc Barrier to be CURVE DATA---- PROJECT ENGINEER POST MILE QUANTITIES ByD. KIM CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION 10.94 Prop Rectangular Conc Channel removed as necessary OA © I UNIT 2 232 Exist Fence to be REVISION DATES (PRELIMINARY STAGE ONLY) Prop CALTRANS R/W -� -- — __ removed as necessary R = 335.42' R = 300.00' �-- —--�-'�- = 57°35'57" - A = 60004'13" - PLAN ----- T = 184.40 T = 173.45 Note: L = 337.20' L = 314.53' The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 1 " = 10' COUNTY ROUTE TOTAL PROJECT J No SHEET SBd 1 15 1 9.82/11.94 12441 310 I 1 �/ 4,z/ \-W�-- 6/22/12 00ESSt0N REGISTERED CIVIL ENGINEER DATE Oro 4� �? Fy y MOHAN 5. CHAR i PLANS APPROVAL DATE No. 57894 EXp.6/30/14 The State of California or its officers or agents CIVIL r shall not be responsible for the accuracy or 4 o ti coWlefeness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 1. For Typical Section, see "General Plan No. 2" sheet. 2. For Welded Wire Mat Schedule, see "Index to Plans" sheet. 3. For Details of Inspection Wires, see "Mechanically Stabilized Embankment "Details No. 3" sheet. Legend: Indicates Base Limits of Welded Wire Mat (Soil Reinforcement) 10 Indicates Interval in years from construction to removal of inspection wire EXISTING UTILITY LEGEND < 4" OD Steel Water Line in 10" Casing (CCMWC) 4" Steel Water Line (CCMWC) (Abandon) See "Utility Plans" DESIGN aY D. KIM DETAILS BY S. DESALEGN C.—E. SIVATHASAN CHECKED D. KIM PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR BRIDGE BRIDGE NO. 54E0113 RETAINING WALL NO. 2 O a DESIGN OVERSIGHT ROBERT ZEZOFF RETAINING WALL LAYOUT NO. 3 PROJECT ENGINEER POST MILE QUANTITIES ByD. KIM CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION 10.94 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)ORIGINAL SCALE IN INCHES I UNIT 2 232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) q/ 09 12 10 5/ 11 10 11 3/ 12 5/ 12 6/22/12 Ej 1 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES FILE _> mse2-g-rwO3.dgn Loadina Case 1 Loading Case 2 174 Panels (A 5'-0" = 870'-0" Total Length Measured along Ret Wall No. 2 LOL 100'-0" 30'-0" H= 25'-0" H= 20'-0" BW= 26'-6" BW= 19'-6" DD N a) N O LO O 0 Top of o o Cable Railing LO O +u Top of 0 (( Bottom of r %Wall (TW) rPCpPanel CO Barrier Slab Loading Case 2 Loading Case Top of Leveling Pad Panel Spacing 20'-0" 10'-0" 10'-0" O N H= 17'-6" H= 27'-6" H=1 2'-6'1 Design "H" 0� o BW = BW= 33'-6" Base Width 00 � M 12'-6" Top of Leveling o M J Q Oz N PREPARED FOR THE 0 O N J } 0 Top of Conc O z N :3 O LO Barrier Type 0 ti 3 T z CC) 732 (MOD) CD 3 O J 3:_O Op DETAILS S. DESALEGN D. KIM FG 3� 17+00 nr%/r] nnrn r] r%fA -rTnn( 18+00 0 a� c w r- CHECKED A S I VATHASAN DEPARTMENT OF TRANSPORTATION 10.94 RETAINING WALL LAYOUT � a SIGN OFF DATE DETAIL SHEET (ENGLISH) (REV. 2/25/05)1 ORIGINAL SCALE IN INCHES wC DISREGARD PRINTS BEARING 1 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF fSIGN Z 0 JN 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES .y q/ 09 12 10 5/ t1 10 11 3/ 12 5/ 12 612/12 7 1 8 N =P� FILE _> mse2-g-rwOA.dgn Loading Case 2 174 Panels (A 5'-0" = 870'-0" Total Length Measured along Ret Wall No. 2 LOL 100'-0" 30'-0" H= 25'-0" H= 20'-0" BW= 26'-6" BW= 19'-6" DD N a) N O LO O 0 Top of o o Cable Railing LO O +u Top of 0 (( Bottom of r %Wall (TW) rPCpPanel CO Barrier Slab Loading Case 2 Loading Case Top of Leveling Pad Panel Spacing 20'-0" 10'-0" 10'-0" Length H= 17'-6" H=1 5'-0' H=1 2'-6'1 Design "H" BW= 17'-6" BW = BW = Base Width 00 15'-6" 12'-6" Top of Leveling o 0 BY D. KIM DESIGN N PREPARED FOR THE LO BRIDGE NO. O 0 rn DESIGN OVERSIGHT ROBERT ZEZOFF z O LO CHECKED _ MOHAN S. CHAR r- CC) o CD 3 3:_O Op DETAILS S. DESALEGN D. KIM FG 4-O 1n �3 17+00 nr%/r] nnrn r] r%fA -rTnn( 18+00 0 w r- ` --Top of Leveling Pad Elev IN 8.00 aaoi -------- — — — — — — Top of MV)Top of Leveling Pad T -1 Leveling Pad Elev 1745.50 CURVE DATA R = 335.42' R = 300.00' A = 57035'57" 0 = 60°04'13" T = 184.40' T = 173.45' L = 337.20' L = 314.53' N O _�, o <Sl N1 AD ? 0� E C "R-2" Line 585+33.68 5 ,,00 "R-2" Line 1 " = 10 , 17+00 N31°00 / EC Ret Wall No. 2 LOL 16+90.00 Ret WaII No. 2 LOL / =35.42 Rt "R-2" Line Sta 585+20.74 - - - - - Note: 4-, Prop Rectangular The Contractor shall verify all Conc Channel P L A N 18+00 �� ^�,� �� End Ret WalI No. 2 18+70.00 =86.67 Rt "R-2" Line Sta 586+91.68 )ISTJ COUNTY I ROUTE TOTAL'PROJECT J No SHEET 08 1 SBd 15 9.82/11.94 1 245 310 !M,& kaA— 6/22/12 QSOFESSION REGISTERED CIVIL ENGINEER DATE ef,� q< MOHAN S. CHAR i No. 57894 A PLANS APPROVAL DATE w w Exp 6/30/14 The State of California or its officers or agents .I V I L r shall not be responsible for the accuracy D1 completeness of electronic copies of this plan sheet. OF CALtF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 Notes: 1. For Typical Section, see "General Plan No. 2" sheet. 2. For Welded Wire Mat Schedule, see "Index to Plans" sheet. Legend: Indicates Base Limits of Welded Wire Mat (Soil Reinforcement) EXISTING UTILITY LEGEND < SCE Electric Line (OH) (Relocate by Others) controlling field dimensions before Top of Leveling Pad 0 O op Leveling Pad Elev 1743.00 a Oo Elev 1738.00 o Elev 1740.50 o 00 00 Top of Leveling o 0 BY D. KIM DESIGN CHECKED A SIVATHASAN PREPARED FOR THE BRIDGE NO. Pad Elev 1735.50 0 2 Do DESIGN OVERSIGHT ROBERT ZEZOFF M O LO o w CHECKED STATE OF CALIFORNIA MOHAN S. CHAR 54EO113 CC) D+o D+D Datum Elev 1720.00 DETAILS S. DESALEGN D. KIM PROJECT ENGINEER 17+00 nr%/r] nnrn r] r%fA -rTnn( 18+00 II CURVE DATA R = 335.42' R = 300.00' A = 57035'57" 0 = 60°04'13" T = 184.40' T = 173.45' L = 337.20' L = 314.53' N O _�, o <Sl N1 AD ? 0� E C "R-2" Line 585+33.68 5 ,,00 "R-2" Line 1 " = 10 , 17+00 N31°00 / EC Ret Wall No. 2 LOL 16+90.00 Ret WaII No. 2 LOL / =35.42 Rt "R-2" Line Sta 585+20.74 - - - - - Note: 4-, Prop Rectangular The Contractor shall verify all Conc Channel P L A N 18+00 �� ^�,� �� End Ret WalI No. 2 18+70.00 =86.67 Rt "R-2" Line Sta 586+91.68 )ISTJ COUNTY I ROUTE TOTAL'PROJECT J No SHEET 08 1 SBd 15 9.82/11.94 1 245 310 !M,& kaA— 6/22/12 QSOFESSION REGISTERED CIVIL ENGINEER DATE ef,� q< MOHAN S. CHAR i No. 57894 A PLANS APPROVAL DATE w w Exp 6/30/14 The State of California or its officers or agents .I V I L r shall not be responsible for the accuracy D1 completeness of electronic copies of this plan sheet. OF CALtF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 Notes: 1. For Typical Section, see "General Plan No. 2" sheet. 2. For Welded Wire Mat Schedule, see "Index to Plans" sheet. Legend: Indicates Base Limits of Welded Wire Mat (Soil Reinforcement) EXISTING UTILITY LEGEND < SCE Electric Line (OH) (Relocate by Others) controlling field dimensions before a ordering or fabricating any material. 1" = 10' BY D. KIM DESIGN CHECKED A SIVATHASAN PREPARED FOR THE BRIDGE NO. RETAINING WALL NO. 2 O DESIGN OVERSIGHT ROBERT ZEZOFF BY CHECKED STATE OF CALIFORNIA MOHAN S. CHAR 54EO113 a DETAILS S. DESALEGN D. KIM PROJECT ENGINEER POST MILE II QUANTITIES By D. K I M CHECKED A S I VATHASAN DEPARTMENT OF TRANSPORTATION 10.94 RETAINING WALL LAYOUT N O . 4 a SIGN OFF DATE DETAIL SHEET (ENGLISH) (REV. 2/25/05)1 ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING 1 REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF fSIGN FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES .y q/ 09 12 10 5/ t1 10 11 3/ 12 5/ 12 612/12 7 1 8 N FILE _> mse2-g-rwOA.dgn %" CHAMFER WHEN NO RAISED RELIEF INTERIOR OF FACING PANEL HORIZONTAL JOINT DETAIL 3" = 1'-0" SEE "HORIZONTAL JOINT DETAIL" I N I I 2 #4 Ld x - J 0 c WELDED #4 Tot 11 i Z WIRE O MAT Z O � • I i INTERMEDIATE PANEL 1 " = 1 '-0" #4 Tot 11 EQUALLY SPACED #4 4'-11 " 5'-0" NOMINAL LENGTH PLAN — FACING PANEL 3" = 1'-0" 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 joints intersect. Place two per panel in each horizontal joint: %4" x 2%" x 6" for vertical joints %4" x 4" x 6" for horizontal joints 3. Bond a strip of filter fabric, 1'-0" wide, over the full length of all panel joints 4. Top layer of welded wire mats attached parallel to top of panel when top of wall is angled or curved as shown elsewhere in "STRUCTURE PLANS" 5. Eliminate mid level mat when closer than 6" to top mat, continue variable dimension between remaining mats N ----- --------- -- ---- -------- S 2 UJ x (O a WELDED Z WIRE MAT 0 Z O I In____ ______ BOTTOM PANEL 1" = 1'-0" #4 #4 Tot 6 EQUALLY SPACED MINOR CONCRETE LEVELING PAD — \ I SEE "VERTICAL JOINT DETAIL" %" CHAMFER WHEN NO RAISED RELIEF INTERIOR OF FACING PANEL L U � T DISTI COUNTY I ROUTE ITOTAL PROJECT I No. S4EE1 08 1 SBd 15 1 9.82/11.94 246 1 310 2 REGISTERED CIVIL ENGINEER DATEoeRaFEss�oNq< � Fti MOHAN S. CHAR c PLANS APPROVAL DATE No. 57894 Xp. 6/30/14 The State of California or Its officers or agents s CIVIL shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. rF OF GAL 1F0 CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 M M L �L I T N • ' WELDED WIRE 1 MAT SEE NOTE 4 r ---- X VERTICAL JOINT DETAIL #4 6" = 1 '-0" In 0 w I #4 CA 6 Max rim In rn ti w N Q � WELDED SEE NOTE 5 > - #4 WIRE MAT i SEE NOTE 4 - � N X LLI C N #4 (A 6 Max �- > LO 0) M Z WELDED - WIRE LO MAT I • N a Typ BOTTOM HALF PANEL 1H = 1 '-0" L U M WELDED WIRE • � I MAT TOP HALF PANEL -OH1 L TOP PANEL WITH MULTIPLE MATS 1" = 1'-0" RETAINING WALL NO. 2 STANDARD DRAWING STATE OF DIVISION OF BRIDGE NO. 54E0113 MECHANICALLY STABILIZED EMBANKMENT O a FILE CALIFORNIA X813-020-1 DATE January 2012 ENGINEERING SERVICES 10.94E DETAILS N O 1 APPROVAL DEPARTMENT OF TRANSPORTATION . DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. (02-02-11) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION onTes SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7G 17 3/ 12 6/22/7 8 1 8 N FILE _> mse2-g-rwd01 .dgn a w w 0 J w LC 0 x c� Z w J a w 3 0 w 0 J w 3 TRANSVERSE WIRE W15 5 SPACES CA 6 LONGITUDINAL WIRES OD U �U PLAN OF PANEL WITH SIX WIRE MAT 1 %2" = 1'-0" TRANSVERSE WIRE W15 3 SPACES 9 10 �n LONGITUDINAL WIRES PLAN OF PANEL WITH FOUR WIRE MAT 1 )/2" = 1'-0" GENERAL NOTES LOAD & RESISTANCE FACTOR DESIGN DESIGN: AASHTO LFRD Bride Design Specifications, 4th Edition with California Amendments LIVE LOAD: Surcharge = 240 Ib/ft2 SOIL PARAMETERS: Internal design 340, y = 120 Ib/ft3 External design c�(Retained Backfill) = 340, y = 120 Ib/ft3 4) (Foundat i on) = 300 O Kh= 0.36 O PRECAST CONCRETE PANELS: 1 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 = 3,600 psi, except as noted (Concrete compressive strength at 28 days) fy = 60,000 psi (Yield strength of reinforcement) MSE = Mechanically Stabilized Embankment 1O Allowable Bearing Pressure = 4.0 ksf 43/4'' I O R = 1" 2" COUNTY I ROUTE ITOTAL PROJECT J No. SHEET SBd 1 15 1 9.82/11.94 1247 1 310 I I \/ &Z `yl/�-- 6/22/12 QROFESS/oN REGISTERED CIVIL ENGINEER DATE q< MOHAN S. CHAR PLANS APPROVAL DATE No. 57894 xp. 6/30/14 the State of California or its officers or agents s CIVIL shall not be responsible for the accuracy or rq lP completeness of electronic copies of this plan sheaf. rF DF CAL IF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 U Distance as required to permit coupler to be swaged © Place #4 x 3'-2", centered on connector mat, but not welded to it © All transverse wires size W15 at various spacing as shown elsewhere in plans @D Size of longitudinal wires shown elsewhere in plans 2" 2" 2" O FRACTURED RIB ARCHITECTURAL TEXTURE WELDED WIRE CONNECTOR MAT W15/"-� COUPLER, Min WALL THICKNESS = 1/4" WELDED WIRE MAT * W25 CA 6 * * BUTTONHEADED AT COUPLER END NOTE: Panel reinforcement not shown No scale SECTION B -B 6" = 1'-0" SPECIAL DETAILS a 0 RETAINING WALL NO. 2 REVISED STANDARD DRAWING STATE OF BRIDGE No. o 1O Modified General Notes DIVISION OF 54E0113 MECHANICALLY STABILIZED EMBANKMENT OLE xs13-020-2 CALIFORNIA APPROVAL DATE January 2012 <9> Added detail DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES 10.94E DETAILS N O. 2 DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. (02-02-11) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 70 11 3/ 12 5/ 12 6/22/12 9 18 FILE _> mse2-g-rwd02.dgn PLACE VERTICAL BEARING PADS WHERE HORIZONTAL PANEL JOINT INTERSECTS VERTICAL PANEL JOINT FACING PANEL 1 " FOLD FILTER F RIC DA PART ELEVATION /411 = 1' -Oil EXTERIOR FACE N ONCWTEWALL WALLOA RETURN R RINING W, )R OF FACING PANEL 1'-0" WIDE STRIP OF FILTER FABRIC BONDED TO ADJACENT PANELS FULL LENGTH OF BOTH VERTICAL AND HORIZONTAL PANEL JOINTS ) WIRE MATS NEOPRENE F RADIALLY A W11 SEE COUNTY ROUTE TOTAL PROJECT 1 No. SHEEI SBd 15 9.82/11.94 1248 1 310 I I � / &Z `yl/ — 6/22/12 QRDFEssfoN REGISTERED CIVIL ENGINEER DATE MOHAN S. CHAR PLANS APPROVAL DATE No. Xp. 6/30/14 57894 The State of California or Its officers or agents s CIVIL. shall not be responsible for the accuracy or TQ? �P completeness of electronic copies of this plan sheet. P OF CALW CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 J SECTION THRU INSPECTION WIRE NO SCALE EXTERIOR OF FACING PANEL C INSPECTION WIRE SEE NOTE 1 [+]:IuIX�Z�]:ZKi]:�a�L'Nl� NCAPSULATE THREADED ND, SEE NOTE 4 Notes: MS ACING PANEL—TO—CONCRETE WALL JOINT DE 1. Center inspection wire in facing panel. 3" = 1'-0" 2. Fabricated inspection wire from W11 wire representative of the welded wire mats, with 3/8" 0 16 UNC threads for at least 11/2" of one end. NO 3. Place inspection wire horizontal and perpendicular to the wall OA s of filter fabric, 1'-6" wi , o back of panel prior to backfilling. nels an e adjacent conc e wall for length of ve aIjo' 4. Encapsulate threaded end with corrosion inhibiting mastic, O I vinyl covering, and secure with plastic tie. ©xpansion joi ateria the concrete wall UNC = Unified Coarse Threads o © een face 0f MSE facing pane d face of ncrete wall as dictated by location o out SPECIAL DETAILS a shown elsewhere in STRUCTURE PLANS" RETAINING WALL NO. 2 REVISED STANDARD DRAWING O Deleted detoi I STATE OF DIVISION OF BRIDGE NO. MECHANICALLY STABILIZED EMBANKMENT O a 54E0113 FILE CALIFORNIA XS13 O2O 3 APPROVAL DATE January 2012 DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES POST MILE 10.94 DETAILS N O. 3 a DS OSD 2147A (ENGLISH STANDARD DRAWING "x5' BORDER REV. (02-02-11) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET 11 OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES � 10 11 3/ 12 5/ 12 6/22/12 10 18 w N FILE => mae2-g-rwd03.dgn 1'-5" Mi Varies B11-47 rL 5" 0 X 9" POST POCKET 9" OR 4" X 6" X 9" _ CABLE RAILING I 2" cIr, typ TOP OF WALL _ L #4 tot 8--- 0 O #4��Al2 —►1 1'-6" 2,-0" 9.. Roadway Section #4 � > Q 12 See "Road Plans" CL 4" X 6" X 9" OR 811-7 B11-47 5" S6 X 9" POST POCKET —�� #4 Tot 8 X C � I � - TOP OF WALL o 0 2" Clr, Typ cli DB, ---o ---------------------- -- #4 1> DOWEL, Galv @ 12 EXTEND 1'-3" Min INTO FACING PANEL WELDED WIRE MAT SECTION A -A <�> BEGINNING OF COPING TRANSITION 3/4" = 1'-0" END OF BARRIER SLAB = BEGINNING OF COPING TRANSITION BARRIER NOT SHOWN TOP OF BARRIER SLAB I ? 7' - 7 %4" COPING TRANSITION WALL EXPANSION JOINT BO -3 3-4 CABLE DAT, TN,r NOT I 0 --------------------- -------------- BOTTOM OF CONIC 0 BARRIER SLAB SEE NOTE 1 BOTTOM OF COPING L EXTENSION Al CONCRETE g3-6 GUTTER -46 O N ------------------------------ -- #4 P 9 12 DOWEL 8" EXTEND 1'-3" Min INTO FACING PANEL #4 , Galv 9 12. AO WELDED WIRE MAT STANDARD COPING 3/4" = 1 '-0" END OF COPING TRANSITION = BEGINNING OF STANDARD COPING 3-2 o BOTTOM OF COPING 8 Y416, 5 Y41 FACING PANEL 1" EXPANSION JOINT FILLER DEPTH OF ROADWAY SECTION (1' -0" Min) COUNTY I ROUTE ITOTAL PROJECT J No. SHEET SBd 1 15 1 9.82/11.94 1249 1 310 I I l/ yi_/v Wil__ 6/22/12 Q'0F Ess ION REGISTERED CIVIL ENGINEER DATE E� a> e F� MOHAN S. CHAR o w No. 57894 PLANS APPROVAL DATE A XP, 6/30/14 The State of California or its officers or agents S CIVIL shall not be responsible for the accuracy or -dr �w completeness of electronic copies of this plan sheet. P OF IAUFo�` CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 < Notes: 1. For Barrier slab details, see "Mechanically Stabilized Embankment Details No. 4" sheet. 2 /2" expansion joints in coping at every fourth panel joint. OA 2" Expanded Polystyrene © 1" Expanded Polystyrene #4i{� C4 12 _ / c FG PAVEMENT OR COMPACTED BASE MATERIAL #5 Tot\8 3" EXPANIDED POLYSTYRE4, O 3 CON RETE BARRIER TYPE 60D ( D) AT FACE OF MSE TRANSITION FROM COPING TO BARRIER SLAB 0 SPECIAL DETAILS RETAINING WALL NO. 2 REVISED STANDARD DRAWING 1O Modified detail < Deleted detailDIVISION STATE OF OF BRIDGE NO. MECHANICALLY STABILIZED EMBANKMENT 54E0113 CALIFORNIA D"XS13-020-a APPROVAL DATE July 2011 O2 Modified notes DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES POST M[LE 10.94 DETAILS N O • 4 7C11114TH (EIv GI.iS" STANDARD 11-M "x5" 60RDER RFV. (02-02-11) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING 1EIISION DATES SNEEi OF FOR REDUCED PLANS o I z s PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 10 /11 3/ 72 5/ 12 6/22/i2 1 1 1 8 FILE _> mse2-g-rwdO4.dgri Concrete Barrier Type 732 (Mod) sY See "Note 2" 11-5 Layout Line Top of wall I 2" Clr Front face panel 7'-5" 1 '-5" 6'-0" 2'-0" � #5 Q 12 bundle with 5'-6" 5'-6" 45 (- Q 12 L #5 1 U E F #q Tot 12 CSI � x I C O O O - J I #5 X 1 2L Contact 1 rn ILL) #4 Tot 2 Joint #5 Cont Tot 5 0 #5 12 6" Top level of welded wire mat soil reinforcement SECTION AT TOP OF MSE WITH BARRIER SLAB WITH PAVING NOTCH AND CONCRETE BARRIER Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. COUNTY ROUTE TOTAL'PROJECT J No SHEET SBd 15 9.82/11.94 1250 1 310 6/22/12 QP05ESst0N REGISTERED CIVIL ENGINEER DATE �e Fy y MOHAN 5. CHAR i 57894 z PLANS APPROVAL DATE No. 6/30/14 the State of California or its officers or agents Exp. y� CIVIL P sholl not be responsible for the accuracy or 4)z, Doti cawleteness of electronic copies of this plan sheet. OF cALtF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 Notes: 1. Not all barrier reinforcement shown 2. Specific concrete barrier to be utilized as shown on "Typical Section" elsewhere in "Structure Plans". (A� 2" Expanded Polystyrene recessed 2" into barrier slab at front of MSE facing panel © #5 L m 16 (To be in place prior to Barrier Slab concrete) © #5 @ 8 (To be in place prior to Barrier Slab concrete) OD 1" Expanded Polystyrene OE AC Overlay on barrier slab OF 4'-0" wide pavement reinforcing fabric OC Indicates bundled bars DESIGN aY D. KIM CHECKED A SIVATHASAN DETAILS BY S. DESALEGN CHECKED D. KIM PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR BRIDGE NO. 54E0113 RETAINING WALL N0. 2 O a DESIGN OVERSIGHT ROBERT ZEZOFF MECHANICALLY STABILIZED DETAILS NO. 5 EMBANKMENT 1. PROJECT ENGINEER POST MILE QUANTITIES BY D. KIM CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION 10.94 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNI T 2 232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF q/ 09 12 70 5/ 11 10 11 3/ 12 > 12 6/22/12 1 2 1 8 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES N FILE _> mse2-g-rwdO5.dgn LAYOUT LINE LEVELING PAD 1 SEE NOTE Approx OG LIMITS OF EXCAVTION �/2" = 1 '-0" I2rewaftm fe"T"dWEEMEW 1'-0" Min FILTER FABRIC 1'-0" Min Q0 \I 1'-0" Min OUTLET PIPE CLEANOUT PIPE EXCAVATION BACKFILL UNPERFORATED OUTLET OR CLEAN OUT PIPE FOR UNDERDRAIN NO SCALE IE ELEVATION TOP RE MATS SLOPING FINISHED SURFACE /2" = 1 '-all u SEE NOTE 1-� E NOTE 2 SEE I "UNDERDRAIN DETAIL" Min UNDERDRAIN FG r' D -SEE NOTE 2 SEE "UNDERDRAIN DETAIL" ) MAT LENGTH ) 6" BASE WIDTH C 4'' ¢ Min UNDERDRAIN ROADWAY SECTION )/2" = 1 '-0" DISTI COUNTY I ROUTE ITOTAL PROJECT J No. SHEE1 08 1 SBd 15 9.82/11.94 1 2511 310 nh6/22/12 o QROFESs�oNgt REGISTERED CIVIL ENGINEER DATE Fi MOHAN 5. CHAR c PLANS APPROVAL DATE No. 57894 Xp. 6/30/14 Ills State of California or its officers or agents s CIVIL shall not be responsible for the accuracy or otic completeness of electronic copies of this plan sheet. e of CALIF��` CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 Notes: 1. Limits to FG except to GP when in roadway section 2. Locate underdrain behind bottom level of welded wire mats wherever possible, or at elevation needed to drain, as shown elsewhere on plans 3. Place perforated pipe underdrain of diameter shown elsewhere on Plans or minimum 4" 0 smoothed wall PVC or minimum 8' 0 corrugated HDPE 4. Maximum spacing of outlet pipe is 200 feet 5. At sags in profile of underdrain, install outlet pipe for each direction of flow Legend: Limits of Structure Excavation Limits of Structure Backfill Limits of Permeable Material 6" OVERLAP SEE NOTE 3 � c FILTER FABRIC - 1'-0" Min UNDERDRAIN DETAIL NO SCALE LIMITS OF BACKFILL SPECIAL DETAILS a 0 RETAINING WALL NO. 2 REVISED STANDARD DRAWING STATE OF BRIDGE No. o 1O Revised detail DIVISION OF 54E0113 MECHANICALLY STABILIZED EMBANKMENT FILE x813-020-6 CALIFORNIA ENGINEERING SERVICES POST MILE APPROVAL DATE January 2012 DEPARTMENT OF TRANSPORTATION 10.94 DETAILS N O. G DS ODD 2147A (ENGLISH ';TANDARD DRAWING "XS" BORDER REV. (02-02-11)ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES 1 SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 70 11 3/ 12 5/ 12 (1/22/12 13 1 18 FILE _> mse2-g-rwd06.dgn Indicates elevation at changes in bottom of underdrain profile Begin of Wall Ca end MaX P —90' Elbow Elev Elev �8" RSP Underdrain Elev Flow ==9 1�= -- -- -- —------- -- ____ ------------------ ----------------- Face of Wall Ret Wall No. 2 LOL �� 11 �i II 1 r Prop Re< Conc Ch( Layout line Sta 12+00.00 OUTLET PIPE DETAIL No Scale Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT ROBERT ZEZOFF DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) -------- 7 1 No. 2 LOL Face of We RETAINING WALL NO. 2 PLAN 1 = 10' Permeable Material, see Weld( "Mechanically Stabilized meta Embankment Details No. 6" sheet F DESIGN D. KIM DETAILS BY S. DESALEGN QUANTITIES 6Y D. KIM pe - � A End of Ar) Wal I V\ \ Nc A 1. For cases without roadway extend permeable COUNTY ROUTE ITOTAL PROJECT J No SHEET SBd 15 1 9.82/11.94 12521 310 I I \/ X/V `� 1_ 6/22/12 1- OFESSION4 REGISTERED CIVIL ENGINEER DATE wP�o l Fi y MOHAN S. CHAR c i No. 57894 PLANS APPROVAL DATE a EXp.6/30/14 The State of California or its officers or agents yT C I VI L v shall not be responsible for the accuracy or 4)z. 0��1 completeness of electronic copies of this plan sheet. of CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 Indicates limits of welded wire mats 1� Outlet pipe, see 'Outlet Pipe Detail" OZ Cleanout pipe, see "Cleanout Pipe Within Length of Wall Detail" See also "Note 5". �3 Cleanout pipe, see "Cleanout Pipe At End of Wall Detail". 9 material to level of top welded wire mat unless indicated otherwise elsewhere in Project Plans. 2. Permeable material need not extend higher than 3'-0" below grading plane. 3. Profile elevations of bottom of underdrain pipe are shown elsewhere in project plans. 4. For additional details, see D-102 5. At sags in profile of underdrain pipe, install outlet pipe for each direction of flow. 6. Maximum spacing of outlet pipes equals 200 ft. Riser Welded 1'-6" metal cover D-102 Edge of shoulder FS FS GP Welded wire mat 450 Elbow 7See "Note 2" 8''0 CSP Cleanout pipe CLEANOUT PIPE WITHIN LENGTH OF WALL DETAIL No Scale SECTION A—A (CLEANOUT PIPE AT END OF WALL DETAIL) No Scale °HECKEO A SIVATHASAN PREPARED FOR THE BRIDGE NO. 0 CHECKED STATE OF CALIFORNIA MOHAN S. CHAR 54EO113 RETAINING WALL NO. 2 `s D. KIM PROJECT ENGINEER POST MILE MECHANICALLY STABILIZED EMBANKMENT CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION 10.94 ORIGINAL SCALE IN INCHES I I UNIT 2232 DISREGARD PRINTS BEARING FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES _777 _> Tse 2-g-r-107.dgri rE�r of 14 1 18 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 drilled boring finger pressure. Strong Will not crumble or break with finger OR pressure. BOREHOLE IDENTIFICATION Symbol Hole Type Description sl2e A Auger Boring sl2e R Rotary drilled boring Field Approximation P Rotary percussion boring (air) OR when drier than the plastic limit. Rotary drilled diamond core Very Soft HD Hand driven (1 -inch soil tube) < 0.12 HA Hand Auger O D Dynamic Cone Penetration Boring A CPT Cone Penetration Test (ASTM D 5778-95) 7 - I J 0 Other Note: Size in inches. c 0 0 0 U JO Hole I.D. Top Hole EI. 3„ Casing driven Description of material Size of Sampler o4� (inches)16 1.4 M uw uu Field & Lab Tests SPT N -Value GINS Elev. (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 (ER -1) _ ROTARY BORING CONSISTENCY OF COHESIVE SOILS Description Unconfined Pocket Torvane Low Description Compressive Penetrometer Measurement (tsf) Field Approximation Medium Strength (tsf) Measurement (tsf) when drier than the plastic limit. No count recorded =4 Very Soft < 0.25 < 0.25 < 0.12 Easily penetrated several inches Driving rate in 60 ^ seconds per 12" by fist Soft 0.25 to 0.50 0.25 to 0.50 0.12 to 0.25 Easily penetrated several inches 58 M. CHIRUMALLA hammer and a 2.2" 65 by thumb Medium Stiff 0.50 to 1.0 0.50 to 1.0 0.25 to 0.50 Penetrated several inches by a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT 2232 thumb with moderate effort Stiff 1 to 2 1 to 2 0.50 to 1.0 Readily indented by thumb but penetrated only with great effort Very Stiff 2 to 4 2 to 4 1.0 to 2.0 Readily indented by thumbnail Indented by thumbnail with Hard > 4.0 > 4.0 > 2 0 difficulty PLASTICITY OF FINE-GRAINED SOILS Description Criteria 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 U O plastic limit. RETAINING 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 when drier than the plastic limit. No count recorded =4 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 R. ESCANDON without crumbling when drier than the plastic limit. c 0 0 U Hole I.D. Top Hole EI. 1„ Blows per 12" -30 Ground water (Using 28 Ib hand surface hammer with a 12" 4C Elev. drop or as noted) P Date easured Description of Pulled Pipe- materials 6 P (S)Sample 500 (S)� taken Refusal Boring Date Terminated at Elev HAND BORING 1 g�[_18002 Boring Date 1 DYNAMIC CONE PENETRATION BORING COUNTY I ROUTE ITOTAL PROJECT J N SHEE1 SBd 1 15 1 9.82/11.94 1253 1 310 6/22/12 Q1yOF ESSIpN REG (!5A IVIL ENGINEER DATE °< ��u� SCOTT `�2c LAWSON z PLANS APPROVAL DATE No. 65756 � Exp. 9/30/13 � the State of California or Its officers or agents sr CIV I1- r shall not be responsible for the accuracy or 4IF pF V11- Rel cospleteness of electronic copies of this plan sheet. CALIV CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 KLEINFELDER WEST INC. 3880 LEMON STREET, SUITE *300 RIVERSIDE, CALIFORNIA 92501 C: 0 Hole I.D. To Hole EI. Pressure measured along sleeve friction element (34.88 in 2 Pressure measured area) divided by on tip element pressure measured (2.33 in 2area) on tip element. 6 4 2 0 10 20 30 Friction Ratio (%) Tip Bearing (psf) Boring Date CONE PENETRATION TEST (CPT) SOUNDING C 0 D. AHRNEY 0 PREPARED FOR THE U O o RETAINING -J Hole I.D. Top Hole El. No count recorded =4 is GWS Elev. Pushed R. ESCANDON Date measw Driving rate in 60 ^ seconds per 12" 37 (using a Stanley 91 MB 156 percussion 58 M. CHIRUMALLA hammer and a 2.2" 65 DEPARTMENT OF cone, or as noted) 43 POST MILES 10.94 1 g�[_18002 Boring Date 1 DYNAMIC CONE PENETRATION BORING COUNTY I ROUTE ITOTAL PROJECT J N SHEE1 SBd 1 15 1 9.82/11.94 1253 1 310 6/22/12 Q1yOF ESSIpN REG (!5A IVIL ENGINEER DATE °< ��u� SCOTT `�2c LAWSON z PLANS APPROVAL DATE No. 65756 � Exp. 9/30/13 � the State of California or Its officers or agents sr CIV I1- r shall not be responsible for the accuracy or 4IF pF V11- Rel cospleteness of electronic copies of this plan sheet. CALIV CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 KLEINFELDER WEST INC. 3880 LEMON STREET, SUITE *300 RIVERSIDE, CALIFORNIA 92501 C: 0 Hole I.D. To Hole EI. Pressure measured along sleeve friction element (34.88 in 2 Pressure measured area) divided by on tip element pressure measured (2.33 in 2area) on tip element. 6 4 2 0 10 20 30 Friction Ratio (%) Tip Bearing (psf) Boring Date CONE PENETRATION TEST (CPT) SOUNDING BY D. AHRNEY PREPARED FOR THE o RETAINING WALL N0. 2 aDRAWN J. SIPE (STAFF ENGINEER) STATE OF CALIFORNIA R. ESCANDON 54EO113 ^ DESIGN OVERSIGHT ROBERT ZEZOFF FIELD INVESTIGATION BY: CHECKED BY M. CHIRUMALLA DATE: 06/05/08 DEPARTMENT OF TRANSPORTATION ENGINEER POST MILES 10.94 SOIL LEGEND No. 1 a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REvIsIon DATES SHEET of z 4/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 12 6/22/12 1 5 1 8 GS LOTB ROCK LEGEND FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES �. w in FILE _? mse2-z-ItbO1.dgn REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) GROUP SYMBOLS AND NAMES Graphic/Symbol SPT N60(Blows / 12 INCHES) Group Names Well -graded GRAVEL Graphic/Symbol Group Names 5 - 10 11 - 30 Medium Dense Dense 31 - 50 Lean CLAY > 50 GW No. 10 to No. 4 Medium No. 40 to No. 10 Lean CLAY with SAND 0 R. ESCANDON Well -graded GRAVEL with SAND Lean CLAY with GRAVEL FIELD INVESTIGATION BY: CL SANDY lean CLAY SANDY lean CLAY with GRAVEL 0 0 0 0° OST MILES r Poorly graded GRAVEL 0 0 0o GP CHECKED BY M. CHIRUMALLA DATE: 06/05/08 GRAVELLY lean CLAY 0 oD TRANSPORTATION Poorly graded GRAVEL with SAND 10.94 GRAVELLY lean CLAY with SAND o Well -graded GRAVEL with SILT SILTY CLAY GW -GM a ORIGINAL SCALE IN INCHES SILTY CLAY with SAND DISREGARD PRINTS BEARING Well -graded GRAVEL with SILT and SAND GS LOTB ROCK LEGEND FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 SILTY CLAY with GRAVEL • 4/ 09 12 10 5/ 11 1 3/ 12 5/ 12 6/22/12 in 6 1 8 w CL -ML SANDY SILTY CLAY SANDY SILTY CLAY with GRAVEL Well -graded GRAVEL with CLAY (or SILTY CLAY) GW -GC Well -graded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY for SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND o� Poorly graded GRAVEL with SILT SILT C) GP -GM SILT with SAND °oo Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL ML SANDY SILT SANDY SILT with GRAVEL o 00 o Poorl raded GRAVEL with CLAY (or S L CLAY) o 0 oD� GP -GC Poorl graded GRAVEL with CLAY and GRAVELLY SILT o SAND SILTY CLAY and SAND) GRAVELLY SILT with SAND SILTY GRAVEL ORGANIC lean CLAY GM ORGANIC lean CLAY with SAND 0 oD� SILTY GRAVEL with SAND ORGANIC lean CLAY with GRAVEL OL SANDY ORGANIC lean CLAY o CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC GRAVELLY ORGANIC lean CLAY 0o CLAYEY GRAVEL with SAND GRAVELLY ORGANIC lean CLAY with SAND 0 SILTY, CLAYEY GRAVEL ORGANIC SILT 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 o SW GRAVELLY ORGANIC SILT Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND Poorly graded SAND Fat CLAY SP Fat CLAY with SAND Poorly graded SAND with GRAVEL O/z/ 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 Dell -graded SAND with CLAY SILTY CLAY) Elastic SILT SW -SC (or Elastic SILT with SAND (Well -graded SAND with CLA1( and GRAVEL (or SILTY CLAY and GRAVEL) Elastic SILT with GRAVEL MH SANDY elastic SILT Poorly graded SAND with SILT SANDY elastic SILT with GRAVEL SP -SM GRAVELLY elastic SILT Poorly graded SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND Poorly graded SAND with CLAY ORGANIC fat CLAY SP -SC (or S�ILTgY CLAY) GRAVEL ORGANIC fat CLAY with SAND jarSILTYORGANIC OH 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 OConsolidation (ASTM D 2435) CL Collapse Potential (ASTM D 5333) CP Compaction Curve (CTM 216) CR Corrosivity Testing (CTM 643, CTM 422, CTM 417) CU Consolidated Undrained Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) ( 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 -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 I ROUTE ITOTAL PROJECT J No SHEE1 SBd 1 15 1 9.82/11.94 1 2541 310 6/22/12 Q'OFESSION REG RED 'IVIL ENGINEER DATE �o °< SCOTT LAWSON z PLANS APPROVAL DATE No. 65756 ExP.9/30/13 the State of California or Its officers or owts CIV I1- r shall not be responsible for the accuracy or Al If cospleteness of electronic copies of this plan sheet. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 KLEINFELDER WEST INC. 3880 LEMON STREET, SUITE *300 RIVERSIDE, CALIFORNIA 92501 APPARENT DENSITY OF COHESIONLESS SOILS Description SPT N60(Blows / 12 INCHES) Very loose 0 - 4 Loose 5 - 10 11 - 30 Medium Dense 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 Cobble > 12" 3" to 12" Gravel 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 BY D. FAHRNEY PREPARED FOR THE RETAINING WALL NO. 2DRAWN OVERSIGHT ROBERT ZEZOFF J. SIPE (STAFF ENGINEER) STATE OF CALIFORNIA R. ESCANDON 4EO113DESIGN FIELD INVESTIGATION BY: PROJECT ENGINEER OST MILES r CHECKED BY M. CHIRUMALLA DATE: 06/05/08 DEPARTMENT OF TRANSPORTATION 10.94 SOIL L E G E N D N O. 2 SIGN OFF DATE a ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES SHEET OF z GS LOTB ROCK LEGEND FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES �.9/;el1 4/ 09 12 10 5/ 11 1 3/ 12 5/ 12 6/22/12 in 6 1 8 w FILE _? mse2-z-Itb02.dgn REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) PERCENT CORE RECOVERY (REC) & ROCK QUALITY DESIGNATION (ROD) mo �o Length of the recovered core pieces (inches) REC = x 100% Total length of core run (inches) Begin drilled interval Length of intact core pieces a--4"_ x 100% ROD = Total length of core run (inches) End drilled interval Hole EI. IHor I.D. REC=88% Boring Date FRACTURE DENSITY Description ROCK HARDNESS Description No fractures. Criteria Extremely Hard Specimen cannot be scratched with a pocket knife or sharp pick; can only be chipped with Moderately fractured repeated heavy hammer blows. Very Hard Specimen cannot be scratched with a pocket knife or sharp pick. Breaks with repeated Combination descriptors (such as "Very intensely to intensely fractured") are used where equal distribution of both fracture density characteristics is present over a significant interval or exposure, or where characteristics are "in between" the descriptor definitions. Only two adjacent descriptors may be combined. heavy hammer blows. Hard Specimen can be scratched with a pocket knife or sharp pick with difficulty (heavy O11 54E0113 pressure). Heavy hammer blows required to break specimen. Moderately Hard Specimen can be scratched with pocket knife or sharp pick with light or moderate pressure. Core breaks with moderate hammer pressure. Moderately Soft Specimen can be grooved 1/6" deep with a pocket knife or sharp pick with moderate Solutioning or heavy pressure. Breaks with light hammer blow or heavy manual pressure. Specimen can be grooved or gouged easily by a pocket knife or sharp pick with light Soft pressure, can be scratched with fingernail. Breaks with light to moderate manual pressure. Very Soft Specimen can be readily indented, grooved or gouged with fingernail, or carved with a No separation, intact pocket knife. Breaks with light manual pressure. FRACTURE DENSITY Description Observed Fracture Density Unfractured No fractures. Very slightly fractured Lengths greater than 3 feet. Slightly fractured Lengths from 1 to 3 feet with few lengths less than 1 foot or greater than 3 feet. Moderately fractured Lengths mostly in 4" to 1 foot range with most lengths about 8" Intensely fractured Lengths average from 1 to 4" with scattered fragmented intervals with lengths less than 4" Very intensely fractured Mostly chips and fragments with a few scattered short core lengths. Combination descriptors (such as "Very intensely to intensely fractured") are used where equal distribution of both fracture density characteristics is present over a significant interval or exposure, or where characteristics are "in between" the descriptor definitions. Only two adjacent descriptors may be combined. RELATIVE STRENGTH OF INTACT ROCK Term Jn1axial Compressive Strength (PSI) Extremely Strong > 30,000 Very Strong 14,500 - 30,000 Strong 7,000 - 14,500 Medium Strong 3,500 - 7,000 Weak 700 - 3,500 Very Weak 150 - 700 Extremely Weak < 150 BEDDING SPACING Description Thickness / Spacing Massive Greater than 10 ft Very thickly bedded 3 to 10 ft Thickly bedded 1 to 3 ft Moderately bedded 3-5/8" to 1 ft Thinly bedded 1-1/4" to 3-5/8" Very thinly bedded 3/8" to 1-1/4" Laminated Less than 3/8" COUNTY I ROUTE ITOTAL PROJECT J No SHEE1 SBd 1 15 1 9.82/11.94 1255 1 310 6/22/12 Q1yOFESS1,N REG RED 'IVIL ENGINEER DATE °< �u� SCOTT `�2 LAWSON z No. 65756 PLANS APPROVAL DATE EXP. 9/30/13 the State of California or Its officers or agents Civil. shall not be responsible for the accuracy or qiFcauF°��l r coWleteness of electronic copies of this plan sheet. CITY OF FONTANA tions (disaggregation) 8353 SIERRA AVENUE FONTANA, CA 92335 CALIFORNIA AECOM TECHNICAL SERVICES INC. O11 54E0113 999 TOWN & COUNTRY ROAD Fracture ORANGE, CALIFORNIA 92868 ^ KLEINFELDER WEST INC. 3880 LEMON STREET, SUITE *300 Body of Rock RIVERSIDE, CALIFORNIA 92501 and some coarse-grained Texture Solutioning M. CHIRUMALLA LEGEND OF ROCK MATERIALS Surfaces ® IGNEOUS ROCK ® SEDIMENTARY ROCK POST MILES 10.94 METAMORPHIC ROCK No discoloration, not No discoloration WEATHERING DESCRIPTORS FOR INTACT ROCK DRAWN BY Diagnostic features PREPARED Chemical Weathering -Discoloration Mechanical Weathering- Texture and Solutioning RETAINING and/or oxidation Grain boundary condi- Description tions (disaggregation) General Characteristics STATE O F CALIFORNIA R. ESCANDON O11 54E0113 Fracture primarily for granitics ^ DESIGN OVERSIGHT ROBERT ZEZOFF Body of Rock and some coarse-grained Texture Solutioning M. CHIRUMALLA DATE: 06/05/08 Surfaces sediments PROJECT ENGINEER POST MILES 10.94 Fresh No discoloration, not No discoloration No separation, intact No change. No Solutioning. Hammer rings when crystalline oxidized. or oxidation. (tight). CS LOTS ROCK LEGEND FOR REDUCED PLANS 0 2 } PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES �. 1 rocks are struck. Discoloration or oxida- 7777 ? mse2-z-Itb03.dgn Slightly tion is limited to sur- face of, or short dis- Minor to complete discoloration or No visible separation, Preserved. Minor leaching of some solu- Hammer rings when crystalline Weathered tance from, fractures; oxidation of most intact (tight). ble minerals rocks are struck. Body of rock not weakened. some feldspar crystals surfaces. may be noted. are dull. Discoloration or oxida- Moderately tion extends from frac- tures usually through- All fracture surfaces Partial separation of Generally Soluble min- Hammer does not ring when Weathered out; Fe -Mg minerals are are discolored or boundaries visible. preserved. erals may be rock is struck. Body of rock "rusty," feldspar oxidized. mostly leached. is slightly weakened. crystals are "cloudy." Discoloration or oxi- Dull sound when struck with dation throughout; all Texture hammer, usually can be broken feldspars and Fe -Mg All fracture surfaces Partial separation, rock altered by Leaching of with moderate to heavy manual Intensely minerals are altered are discolored or is friable; in semiarid chemical soluble min - pressure or by light hammer Weathered to clay to some extent; oxidized surfaces ° conditions granitics are disintegra- tion (hy- erals may be blow without reference to or chemical alteration friable. disaggregated. complete. planes of weakness such as produces in-situ dis- dration, incipient or hairline frac- aggregation, see grain argi I lotion). tures, or veinlets. Rock is boundary conditions. significantly weakened. Discolored or oxidized throughout, but resis- Resembles a soil, partial Can be granulated by hand. tant minerals such as Complete separation or complete remnant rock Resistant minerals such as Decomposed quartz may be unaltered; of grain boundaries structure may be preserved; quartz may be present as all feldspars and Fe -Mg (disaggregated). leaching of soluble "stringers" or "dikes." minerals are completely minerals usually complete. altered to clay. Combination descriptors (such as "slightly weathered to fresh") are permissible where equal distribution of both weathering characteristics is present over significant intervals or where characteristics present are "in between" the diagnostic feature. However, combination descriptors should not be used where significant, identifiable zones can be delineated. Only two adjacent descriptors may be combined."Very intensely weathered" is the combination descriptor for "intensely weathered to decomposed." DRAWN BY D. FAHRNEY PREPARED FOR THE BRIDGE RETAINING WALL NO. 2 J. SIPE (STAFF ENGINEER) STATE O F CALIFORNIA R. ESCANDON O11 54E0113 ^ DESIGN OVERSIGHT ROBERT ZEZOFF FIELD INVESTIGATION BY: CHECKED BY M. CHIRUMALLA DATE: 06/05/08 DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES 10.94 R O C K L E G E N D a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNI T 22 32 DISREGARD PRINTS BEARING REVISION DATES SHEET OF z w 4/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 12 6/22/12 1 7 1 8 CS LOTS ROCK LEGEND FOR REDUCED PLANS 0 2 } PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES �. 1 7777 ? mse2-z-Itb03.dgn i DIST COUNTY I ROUTErval rvl: eta �ncc1 ivies TOTAL PROJECT No SHEE1 / 5a�kp0 08 1 SBd 15 9.82/11.94 256 310 / 6/22/12 QROFESSION / REG RED IVIL ENGINEER DATE LAWSON i No65756 m $ fpkp PLANS APPROVAL DATE . A 83 5a � � Exp. 9/30/13 �O � � The State of Ca/ifornia or its officers or agents CIVII- '� shall not be responsible for the accuracy or �4 of civil. ' cawleteness of electronic copies of this plan sheet. \ \"R-2" Line / / / CITYstOF FONTANA \ \ \ AVENUE 584+00 595+00 FONTANA, CA 92335 ' AECOM TECHNICAL SERVICES INC. ' 999 TOWN & COUNTRY ROAD ` ETW ORANGE, CALIFORNIA 92868 _ - - KLEINFELDER WEST INC. -__---- _ - _ - _ _ - - - - 3880 LEMON STREET, SUITE #300 RIVERSIDE, CALIFORNIA 92501 Ret WaII No. 2 LOL 0-08-006 9❑ - - ----- - - - - -- -- End Ret Wall No. 2 EC Ret Wall No. 2 LOL 16+90.00 18+70.00 � PropTrapezoidal Conc Channel =35.42 Rt "R-2" Line Sta 585+20.74 =86.67 Rt "R-2" Line Tra p Sta 586+91.68 Prop CALTRANS R/W w PLAN C> 0+-- 1 = 20 D N 0-08-006 Elev 1739.2 ft MSL L(I Alluvium (Oal): Silty Sand with gravel (SM): Medium Dense, NOTES: Olive, dry, fine to medium grained sand, with ° 26 2.4 60 trace gravel to 3/4" 1. BORING DRILLED USING AP 1000 1735 PERCUSSION HAMMER (BECKER HAMMER). 50/2" 2.4 --very dense, fractured rock to 2-1/2" in sampler 2. 1.4 -INCH DIAMETER SAMPLES WERE TAKEN USING A STANDARD Gravel with Sand (GP): Dense, Brown, dry, fine to medium PENETRATION TEST (SPT) SPLIT BARREL SAMPLER WITH AN INSIDE 1730- 'Oc grained sand, with trace coarse gravel to 1" DIAMETER (ID) OF 1.4 INCHES AND AN OUTSIDE DIAMETER (OD) OF 2.0 INCHES. 47 2.4 0 140 0.2 --fractured rock to 2-1/211 in sampler 3. 2.4 -INCH DIAMETER RING SAMPLES WERE TAKEN USING A CALIFORNIA SPLIT BARREL SAMPLER WITH AN ID OF 2.4 INCHES AND AN OD OF 3.3 1725 INCHES. 50/5" 2.4 p° 110 6.9 --very dense, moist, fractured rock to 2-1/2" in sampler 1. ob 4. ALL SAMPLES WERE DRIVEN WITH 140 LB HAMMER WITH A FALLING HEIGHT OF 30 INCHES. 0 1720 p, 5. THIS LOTB SHEET WAS PREPARED IN ACCORDANCE WITH THE 50/3" 2.4 0 --no recovery CALTRANS SOIL AND ROCK LOGGING CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007j. J O 171 5 50/6" 2.4 0° BENCHMARK: ~ o w o STATE PLANE ZONE: 5 Z 1710 p HORIZONTAL DATUM: NAD 83, EPOCH 1992.88 VERTICAL DATUM: NGVD 29 -- o no recovery GLOBAL ORIGIN: 6616251.6352, 1757251.6352, -214748.364 a > a w 1705 --fractured rock to 2-1/2'' in sampler ,p. oD 1700 p, 50/5" 2.4 a --no recovery 169 1690 --moist, sand with gravel L-4 BOri�� Terminate at Elev. 1689.2 ft Groun water Not ncountered ERi= 80% PROFILE VERTICAL 1" = 5' DRAWN ev D. FAHRNEY PREPARED FOR THE �n+VV RETAINING WALL NO. 2 a DESIGN OVERSIGHT ROBERT ZEZOFF J. SIPE (STAFF ENGINEER) STATE 0 F CALIFORNIA R. ESCANDON 54 EO113 FIELD INVESTIGATION BY: PROJECT ENGINEER POST MILES II CHECKED BY M. CHIRUMALLA DATE: 06/05/08 DEPARTMENT OF TRANSPORTATION 10.94 LOG OF TEST BORINGS a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT 22 32 DISREGARD PRINTS BEARING AEvl slory D-1 srvEEr of w GS LOTB ROCK LEGEND FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES �. q/: 09 12 10 5/ t1 9/ 11 3/ 12 5/. 12 6/22/12 18 18 N FILE _> mse2-z-1 tb04. dgn Y UTILITY SCHEDULE (Cont): UTILITY SCHEDULE: DIST COUNTROUTE TOTAL PROJECT No SHEETS 388'-91/2" (Measured along "D" Line) 1819 ID Description 34 194'-4/ 34" EB ID Description 08 SBd 15 9.82/11.94 257 310 — BB 194'-4/ 70 1%2"O Traffic Signal 19 4 0 16" 0 Waterline in 30" 0 casing 6/22/12OFESSI Conduit (City) 11 e eP a REGISTERED CIVIL ENGINEER DATEro4�F 5 r � 6- 5" � Conduits (SCE) � O2"0 Signal Interconnect - kk MOHAN S. CHAR yZ Jr, O 2- 5' 0 Openings for Conduit (City) I-- Future Uti I ities per B11-54 No. 57894 1 7 P PLANS APPROVAL DATE I 3� --- 2- 5" 0 Openings for EXP -6/30/14 1 The State of California or its officers or agents --- _--------- N n CIVIL Ret Wa I I Time Warner Cable sholi not be responsible for the accaracy or �, Note: - I I--1 I -"f '�''�'' /F OF CALIFO� r-- ---n _==�.LL____L1____ j & 2 3 co/1p/eteneas of electronic copies of this plan sheet. 0 4" Waterline ne n 12" S6 casing 1. Special Falsework design would be ____ .J L_ .LJ_L__LJ____J 16'-8" Min Abut 3 CITY OF FONTANA required to maintain 15' minimum Abut 1 Driven Steel Bent 2 Vert Clr Approx OG 06 2"0 Street L i ht i n Conduit 8353 SIERRA AVENUE Temporary Vertical Clearance. Piles, typ (alongLT EOD) Lighting at Abut B FONTANA, CA 92335 (City) AECOM TECHNICAL SERVICES INC. 1 Datum Elev = 1695.0' 1 1 I I 999 TOWN & COUNTRY ROAD 604 605 606 607 608 609 Bridge "D" Line ORANGE, CALIFORNIA 92868 106'-0" Notes: MIRROR ELEVATION Notes (Cont),__ 53'-0" I 53'-0"± 16 6" Dia Formed hole m 10'-0" On 10 Paint "Bridge No. 54-0980" &year completed Notes (Cont): 1 - 30 0 31'-7" 26'-8" center along CL Bridge for soffit 31'-3"± ACL Exist Duncan Q2 Paint "Duncan Canyon Road Overcrossing" ( Existing Conc Barrier Type 26 with Tubular closure pour Cyn Rd 30 Slope Paving (Rock Blanket) Hand Railing (To be removed) 17 Deck drain Type D-1, see 58'-3" Widening 26'-0"± 21'-9"± "Deck Drain Details" & Typ 18 0 Chain Link Railing, Type 6 (Mod) 10 Existing Tubular Hand Railing (To be removed) 1' 6' 8' 12' 12' 12' �12' 4' 12' 12' 8' 6' 1' Q Conc Barrier, Type 26 (Mod) 11 MBGR, see "Road Plans" O "Girder Layout No. 1" sheets. 18 Light Pole, see "Electrical Plans" © 3'-0" Closure Pour 12 Structure Approach, Type N(30S) Q 16 1 n ofile G ade 9 u l u 4 7 109Typ 19 Pilaster TYP 4 g 3 I 10 6 Existing Conc Barrier Type 60 (To be replaced) 13 Structure Approach, Type R(30S) ©0 Architectural Surface 5 1 1& Grade Break ® Existing Conc Barrier Type 25 with Tubular 14 Soffit Closure Pour / y -- — -_ 2%± 17 5 Hand Railing(To be removed) O Pre -formed loops, 0 -- -- _ 8 15 Existing MBGR (To be removed), see Electrical Plans" see "Road Plans" r 7 ❑ err r I ' RETROFIT CODE Toe of Slope 600+819.61 BC -)3 _ --- -- -- _ See "Note 1"f 14 oO Existing AO Bent Cap Bolster �0 , CIP/PS Conc F EB 608+77.66 CIP/PS Conc 2 0 1 Box Girder © Footing Overlay & Extension 606+83.27 "D" Line Elev 1768.43' Box Girder 11 1 N J58+96,/8� C Route 15 7 'ea -� -� © Precast Panel / ' / �a/ / S�o ofB Exist MBGR p4S° / xo / / / / I Approx OG BB 604+88.87 To of , 2S' IIElev 1759.59' SIpe .'/ kew3l ° �� // /e / // // �� ---------- -----�= — — -- ------Exist 3 / / / /� / / I BB 604+56.20± 1 i /a �i L---------- — --1--1— ----- —L— — —1------- // Top of Slope---- Elev 1757.64'± / / / / / / 6'-0" Circular Exist Octagonal _________ _ * Match with Column w/ Steel 11hColumn with Existing slope Column Casing __ 11 One Way Flare, Typ _� ___" __ _____ ,7 1s,9 Q& 2 _<_ TYPICAL SECTION Typ a N �'3 "D" Line C� QUANTITIES 1" S 10' ------ ------ ANTITIES (CONT D) ? � 4; '� N89°22'00"E REMOVE SLOPE PAVING 4227 SOFT QUANTITIES _ _ 605 606 607 608 609 12 --_-_-_ --- --- NING, SOFFIT 8 EA JOINT SEAL ASSEMBLY (MR 3") 10 297 LF ACCESS OPE BRIDGE REMOVAL (PORTION) 1 LS BAR REINFORCING STEEL (BRIDGE) 18207 LB -- -- ----- -- ---------- ---------- _ _ _ --- STRUCTURE EXCAVATION (BRIDGE) 2353 CY BAR REINFORCING STEEL (RETAINING WALL) 1672 LB o =:> STRUCTURE EXCAVATION (RETAINING WALL) 51 CY HEADED BAR REINFORCEMENT 350 EA 1 — — — — Exist Duncan Canyon RdA — — — — — — — — STRUCTURE BACKFILL (BRIDGE) 1586 CY 12" WELDED STEEL PIPE CASING (BRIDGE) - - 17 - - - - - - - - - - - 13 15 STRUCTURE BACKFILL (RETAINING WALL) 53 CY 14" WELDED STEEL PIPE CASING (BRIDGE) 87 LF 5 ---I -- 1819 8 -------- FURNISH STEEL PILING (HP 10 x 57) 3418 LF 30" WELDED STEEL PIPE CASING (BRIDGE) -------------------------- DRIVE STEEL PILE (HP 10 x 57) 100 EA SLOPE PAVING (ROCK BLANKET) 9498 SOFT PRESTRESSING CAST -IN-PLACE CONCRETE 1 LS MISCELLANEOUS METAL (BRIDGE) 1056 LB STRUCTURAL CONCRETE BRIDGE FOOTING 752 CY BRIDGE DECK DRAINAGE SYSTEM 12890 LB Exist // // // // / �' � _ 3 Exist STRUCTURAL CONCRETE, BRIDGE 2483 CY CHAIN LINK RAILING (TYPE 6 MODIFIED) 776 LF Top of 3 /� / / / /oc / �' 0R MBGR/ / / / / \j Top of EB 608+46.89± ' Sl e / / / / /off / � � / / / / / / Slope + STRUCTURAL CONCRETE, RETAINING WALL 18 CY CONCRETE BARRIER (TYPE 26 MODIFIED) 900 LF b P �i/ / 7 //// Exist Bridge Elev 1767.58'- STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N) 198 CY Legend: 2 ° °p //�/ //�// / 82 �� / / // / / No. 54-0980 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE R) 157 CY Point of minimum vertical clearance / / v DIAPHRAGM BOLSTER 8 EA // CURVE DATA ARCHITECTURAL SURFACE (STONE VENEER) 1605 SOFT Direction of Traffic Toe Slope / // // 2° // // '� .' /'� /@��'-// // ,'/ OA DRILL AND BOND DOWEL 2820 LF —__— Indicates Existing Structure / / p / / FURNISH PRECAST CONCRETE PANEL 6 EA 57 // R = 10,000' ERECT PRECAST CONCRETE PANEL 6 EA Indicates New Structure S Note: / / '�� 11 / / / �'/ ,' = 10046'08" REFINISH BRIDGE DECK 1563 SOFT / ,� � Toe of Slope ® Indicates Bridge Removal (Portion) w The Contractor shal I verify al I c'j r� ��` / / ° PLAN T = 942.53' CORE CONCRETE (6") 16 LF a controlling field dimensions before // L = 1879.50' Existing Minimum Vertical ordering or fabricating any material. 1" = 30' See "Utility Plans" Clearance (17.5'±) BY CHECKED LOAD & RESISTANCE LIVE LOADING: HL -93 W/ "LOW BOY" AND BRIDGE NO. O DESIGN D. KIM A. SIVATHASAN FACTOR DESIGN PERMIT DESIGN VEHICLE PREPARED FOR THE DUNCAN CANYON ROAD OC (WIDEN) " BY S. DESALEGN CHECKED BY CHECKED OHN S. CHR 54-0980 MAAa DESIGN OVERSIGHT ROBERT ZEZOFF DETAILS D. KIM LAYOUT S. DESALEGN M. CHAR STATE 0 F CALIFORNIA ^ M. ANDRASEK PROJECT ENGINEER POST MILES II QUANTITIES BY D. KIM CHECKED A. SIVATHASAN SPECIFICATIONS BY J. WANG PLA COKPAREDAND SPECS M. CHAR DEPARTMENT OF TRANSPORTATION 11 .03 GENERAL PLAN SIGN OFF DATE a DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIRI NARY STAGE ONLY) S HEFTOF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER &PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 72 5/ 72 6/22/12 1 54 '^ FILE _> 54-0980 a-gpOl .dgn GENERAL NOTES: LOAD AND RESISTANCE FACTOR DESIGN DESIGN: AASHTO LRFD Bridge Design Specifications, 4th Edition and the Caltrans Amendments 4th editions except for geotechnical design of deep foundations, earth retaining systems, bridge (including barrier & railing) details taken from Standard Plans May 2006 and earlier versions, Standard Bridge Details (XS Sheets) are designed using Bridge Design Specifications (1996 AASHTO with revisions by Caltrans) SEISMIC DESIGN: CALTRANS SEISMIC DESIGN CRITERIA (SDC) Version 1.4, dated June 2006 DEAD LOAD: Includes 35 psf for future wearing surface. LIVE LOADING: HL93 with "Low'Boy" and permit design load. Pedestrian Load = 75 psf SEISMIC LOADING: Site Specific Acceleration Response Spectrum 2.40 c 0 2.00 1 .60 a� 1 .20 0 a 0.80 0 0.40 0.00 V) 0.0 1.0 2.0 3.0 4.0 Period (seconds) REINFORCED CONCRETE: fy = 60.0 ksi f' = 3.6 ksi, unless noted otherwise n = 8 PRESTRESSED CONCRETE: See "Prestressing Notes" on "Girder Layout No. 1" sheet. FOUNDATIONS: See "Spread Footing Data Table" and "Pile Data Table" on "Foundation Plan" Sheet. STANDARD PLANS DATED MAY 2006 Al OA ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) Al OB ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2) Al OC SYMBOLS (SHEET 1 OF 2) A10D SYMBOLS (SHEET 2 OF 2) A62B LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL - BRIDGE SURCHARGE AND WALL A62C LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL - BRIDGE RSP A77K1 METAL BEAM GUARD RAILING CONNECTIONS TO BRIDGE RAILINGS WITH SIDEWALKS DETAILS No. 1 A77K2 METAL BEAM GUARD RAILING CONNECTIONS TO BRIDGE RAILINGS WITH SIDEWALKS DETAILS No. 2 BO -1 BRIDGE DETAILS BO -3 BRIDGE DETAILS BO -5 BRIDGE DETAILS BO -13 BRIDGE DETAILS B3-1 RETAINING WALL TYPE 1 H= 4' THROUGH 30' B3-8 RETAINING WALL DETAILS No. 1 B7-1 BOX GIRDER DETAILS B7-6 DECK DRAINS, TYPES D-1 & D-2 B7-8 DECK DRAINAGE DETAILS B7-10 UTILITY OPENING BOX GIRDER B7-11 UTILITY DETAILS B8-5 CAST -IN-PLACE PRESTRESSED GIRDER DETAILS B11-54 CONCRETE BARRIER TYPE 26 B14-5 WATER SUPPLY LINE (DETAILS) (PIPE SIZE LESS THAN NPS 4) STANDARD PLAN SHEET NO. DETAIL NO. COUNTY I ROUTE ITOTAL'PROJECT J No SHEET SBd 1 15 1 9.82/11.94 12581 310 ALLOWABLE BEARING NOMINAL BEARING SUPPORT LOCATION CAPACITY RESISTANCE (RETAINING WALL) gall (ksf) q (ksf) ABUT 3 H = 10'-0" 7.0 21.0 Abut 1 or 3 H = 4'-0" 9.0 27.0 STANDARD PLANS DATED MAY 2006 Al OA ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) Al OB ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2) Al OC SYMBOLS (SHEET 1 OF 2) A10D SYMBOLS (SHEET 2 OF 2) A62B LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL - BRIDGE SURCHARGE AND WALL A62C LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL - BRIDGE RSP A77K1 METAL BEAM GUARD RAILING CONNECTIONS TO BRIDGE RAILINGS WITH SIDEWALKS DETAILS No. 1 A77K2 METAL BEAM GUARD RAILING CONNECTIONS TO BRIDGE RAILINGS WITH SIDEWALKS DETAILS No. 2 BO -1 BRIDGE DETAILS BO -3 BRIDGE DETAILS BO -5 BRIDGE DETAILS BO -13 BRIDGE DETAILS B3-1 RETAINING WALL TYPE 1 H= 4' THROUGH 30' B3-8 RETAINING WALL DETAILS No. 1 B7-1 BOX GIRDER DETAILS B7-6 DECK DRAINS, TYPES D-1 & D-2 B7-8 DECK DRAINAGE DETAILS B7-10 UTILITY OPENING BOX GIRDER B7-11 UTILITY DETAILS B8-5 CAST -IN-PLACE PRESTRESSED GIRDER DETAILS B11-54 CONCRETE BARRIER TYPE 26 B14-5 WATER SUPPLY LINE (DETAILS) (PIPE SIZE LESS THAN NPS 4) STANDARD PLAN SHEET NO. DETAIL NO. COUNTY I ROUTE ITOTAL'PROJECT J No SHEET SBd 1 15 1 9.82/11.94 12581 310 Structural Concrete, Bridge (See Presterssing Notes on Girder Layout No. 1 sheet) Structural Concrete, Bridge (f'c = 6.0 ksi m 28 days) ® Structural Concrete, Bridge ® Structural Concrete, Bridge Footing (f'c = 5.5 ksi @ 28 days) ® Structural Concrete, Bridge Footing ® Structural Concrete, Approach Slab Structural Concrete, Retaining Wall 1 � I 1 � / &Z \1-9V 1_ 6/22/12 QPOFESSIpO REGISTERED CIVIL ENGINEER DATE m 1 qn Fy � a End of Abut 1 or 3 MOHAN S. CHAR i Approach Slab �{ 1L I- o No. 57894 z PLANS APPROVAL DATE 1 m N 6/30/14 Exp. ,H H D Low Expansion The State of California or its officers or agents CIVIL shall not be responsible for the accuracy or Material < completeness of electronic copies of this plan sheet. oF_CALtF INDEX TO PLANS CITY OF FONTANA > 16.0' 0 Note: 1'-0" 8353 SIERRA AVENUE SHEET No. TITLE Expansion Index (EI) FONTANA, CA 92335 Slope to be determined by ASTM D4829 AECOM TECHNICAL SERVICES INC. 1. GENERAL PLAN 8'-0" 999 TOWN & COUNTRY ROAD 2. INDEX TO PLANS ORANGE, CALIFORNIA 92868 3. BRIDGE REMOVAL PLAN No. 1 4. BRIDGE REMOVAL PLAN No. 2 SHEET No. TITLE 5. BRIDGE REMOVAL PLAN No. 3 30. BENT RETROFIT DETAILS No. 1 6. BRIDGE REMOVAL PLAN No. 4 31. BENT RETROFIT DETAILS No. 2 7. BRIDGE REMOVAL PLAN No. 5 32. JOINT SEAL ASSEMBLY (Max MOVEMENT RATING = 4") 8. FOUNDATION PLAN 33. SIDEWALK EXPANSION JOINT ARMOR DETAILS 9. ABUTMENT 1 LAYOUT 34. DECK DRAIN DETAILS 10. ABUTMENT 3 LAYOUT 35. STRUCTURE APPROACH TYPE N(30S) 11. ABUTMENT FOOTING LAYOUT 36. STRUCTURE APPROACH TYPE R(30S) 12. ABUTMENT DETAILS No. 1 37. STRUCTURE APPROACH DRAINAGE DETAILS No. 1 13. ABUTMENT DETAILS No. 2 38. STRUCTURE APPROACH DRAINAGE DETAILS No. 2 14. ABUTMENT DETAILS No. 3 39. SLOPE PAVING - FULL SLOPE 15. ABUTMENT DETAILS No. 4 40. PILASTER DETAILS No. 1 16. ABUTMENT DETAILS No. 5 41. PILASTER DETAILS No. 2 17. ABUTMENT DETAILS No. 6 42. PILASTER DETAILS No. 3 18. RETAINING WALL No. 1 LAYOUT 43. CHAIN LINK RAILING TYPE 6 (MOD) 19. BENT 2 LAYOUT 44. ARCHITECTURAL DETAILS 20. BENT DETAILS No. 1 45. MISCELLANEOUS DETAILS No. 1 21. BENT DETAILS No. 2 46. MISCELLANEOUS DETAILS No. 2 22. BENT DETAILS No. 3 47. MISCELLANEOUS DETAILS No. 3 23. TYPICAL SECTION 48. SOFFIT OPENINGS 24. GIRDER LAYOUT No. 1 49. SOIL LEGEND No. 1 25. GIRDER LAYOUT No. 2 50. SOIL LEGEND No. 2 26. GIRDER DETAILS No. 1 51. ROCK LEGEND 27. GIRDER DETAILS No. 2 52. LOG OF TEST BORINGS No. 1 OF 3 28. DECK & SOFFIT REINFORCEMENT 53. LOG OF TEST BORINGS No. 2 OF 3 29. ABUTMENT RETROFIT DETAILS 54. LOG OF TEST BORINGS No. 3 OF 3 FG--\ - I - --Approach Slab Structural Concrete, Bridge (See Presterssing Notes on Girder Layout No. 1 sheet) Structural Concrete, Bridge (f'c = 6.0 ksi m 28 days) ® Structural Concrete, Bridge ® Structural Concrete, Bridge Footing (f'c = 5.5 ksi @ 28 days) ® Structural Concrete, Bridge Footing ® Structural Concrete, Approach Slab Structural Concrete, Retaining Wall 1 � m 1 � a End of Abut 1 or 3 = Approach Slab �{ 1L I- o 1 m N H D Low Expansion Material < 16.0' 4'-0" EI<50 and SE>20 0 > 16.0' 0 Note: 1'-0" 1'-0" Toe of Expansion Index (EI) Slope to be determined by ASTM D4829 Sand Equivalent (SE) 8'-0" to be determined by California test method 217 min CONCRETE STRENGTH AND TYPE LIMITS Note: No Scale LOW EXPANSION EMBANKMENT MATERIAL The Contractor shall verify all No Scale a controlling field dimensions before (Abutment 1 shown, Abutment 3 similar) ordering or fabricating any material. DESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE MOHAN S. CHAR 541D0980 DUNCAN CANYON ROAD OC (WIDEN) 2 DESIGN OVERSIGHT ROBERT ZEZOFF DETAILS BY S. DESALEGN CHECKED D. KIM STATE OF CALIFORNIA M. ANDRASEK PROJECT ENGINEER POST MILE N SIGN OFF DATE QUANTITIES 9Y D. KIM CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION 11.03 INDEX TO PLANS a DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNI T 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ II 9/ II 3/ 12 5/ 12 6/22/12 2 54 FILE _> 54-0980-a-itpOl dgn DIST COUNTY ROUTE TOTAL'PROJECT J No SHEETS 08 1 SBd 15 9.82/11.94 1 259 1 310 \ Exist Legend: Ret Wall, Typ --- 6/22/I2 QtyOFESSlON —Indicates Existing Structure REGISTERED CIVIL ENGINEER DATE �4,� ASF �4u Zc X, \ ��., Indicates Bride Removal (Portion) MOHAN S. CHAR Q Exist Duncan X 9 m Canyon Rd � Indicates Remove Slope Paving PLANS APPROVAL DATE No. 57894 A - 9% Exp.6/30/14 \ +I \X The State of California Exist Abut or its officers or nts CIV IL \ rn \ Exist Abut shall not be responsible for the accuracy or age�q>F backwa I I / \\ �\ ooWleteness of electronic copies of this plan sheet. cALtF ---------- ` Widen _ CITY OF FONTANA 8353 SIERRA E FONTANA, CA 92335 T r_ —____ ____ —_____ \�\ �. Exist Brg Abut 1 AECOM TECHNICAL SERVICES INC. `X/ ` 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 Exist X 8,, �- -- - ------------------------------- �� / Barrier Rai l ing \X \\ `\\\ \- C S -- \\ not shown Exist Cored hole for Wall at AbutTopa\X \ \� Exist deck Top of deck drainage pipe of Footing �/��ti X/ \ - Exist Deck Top o ABUTMENT 1 PLAN pe X �'� °' CurrtainExist Wall Edge of\`� /4 = 1,_� Top of Exist Exist deck Abut 1 backwall \ ,� ---- y o I I I I N - I I I I I I I I -----------I--I---1--I---- I I I I I I I II I I II I ` + I I I II I I O -- _----I—---_-----_-----_ I I I V-6 ± I Exist Reinf bars See "Note 1" ' �!I I I I Exist Reinf bars I Not all Exist I I I See "Note 1" Reinf bars shown i '-- SECTION B-B Exist Abut 1 Reinf 3/B" = V-0" DETAIL A bars, See "Note 1 " \ I Exist Duncan I \ Exist Top o) I Canyon Rd c\i 1 See "Detail A" of Backwall- O I I I i a � � I +I \ I I m I I _ � Cored hole at �\ / ------------ -- II Exist Abut 1 ----- - - Face of Abut Exist Ftg backwall 't/' w Exist Abutment Seat Exist Slope Paving E E SECTION A-A i CI7�IL� I LCITJI11ILrLCCOC7S7CISCS❑I�IIIS� � 3/e" I I CLZ C -171TII I L 0171 ILII I Cf�171I� / ~ Notes: I I I I I I I I ------ --------- --- 1. Trim existing reinforcement 1" into existing concrete Elev -- surface and patch with concrete, typical all removed b 1740.51+ surface unless otherwise noted. ---------------__—__—_I Elev 1740.0_ N Elev 1738.01 2. For Detail of Section E-E, see "Bridge Removal Plan ---u------ -------------------- No. 2" sheet. Exist Piles not shown 3. For Details of Section S-S, see "Bridge Removal Plan Exist Footing Key No. 3" sheet. not shown ABUTMENT 1 ELEVATION Note:I/4 4. For Details of Section D-D, see "Bridge Removal Plan F The Contractor shall verify all No. 4" sheet. a controlling field dimensions before ordering or fabricating any material. DESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) BY SDESALEGN CHECKED STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a DESIGN OVERSIGHT ROBERT ZEZOFF DETAILS M.. ANDRASEK D. KIM PROJECT ENGINEER POST MILE QUANTITIES BY D. KIM CHECKED SIGN OFF DATE A SIVATHASAN DEPARTMENT OF TRANSPORTATION 11.03 BRIDGE REMOVAL PLAN NO. 1 a DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 1PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 3 54 � FILE _> 54-0980-b-rmv0I.dgn O WidenNExistg Wall, TYp ♦ 7X �3 OA �a y ` .X Q, O% o,� J Exist Duncan Canyon Rd \ Exist Abut Ftg Exist Abut ` backwall ♦ X _LL_ ` \ Exist Brg Abut 3 -- -- -- -- -- -- -- - - -- -- - -- -- -- '/_-__-__-_1'/ __ __-_lam__ '/ �__-__-__ '/ _____ �'/_� ♦ \♦ \♦ ` Exist Abut ` ♦ ` Wall at Top of Footing \ °\ Edge of �. '` / Exist deck J \ 11011\ Edge of ♦` Exist deck—,/ABUTMENT 3 PLAN 1/4" = 1'-0" o - Canyon Rd RDduncan Exist Top of Backwall a, 1 1 --------------------------- 1 C Exist Slope II Paving Exist Abutment Seat I I ILSIIEI::=0ILIa]ILISLQLO:)=j:[SIIEICLLEEIEI7=7EILELE =77_j7EILID-ILILL7 i Elev 1752.0± � II �I 1 Elev 1748.0± Elev 1746.0± Exist Footing Key not shown Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT ROBERT ZEZOFF DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ABUTMENT 3 ELEVATION 1/4" = 1 '-0" I I 1 I Exist Piles not shown / 1♦� SECTION E -E No Scale COUNTY I ROUTE ITOTAL PROJECT I' No SHEET SBd 1 15 1 9.82/11.94 12601 310 I I �/ yLz �_1/L_ 6/22/12 Q1yDFE5SrON REGISTERED CIVIL ENGINEER DATE MOHAN S. CHAR c z PLANS APPROVAL DATE No. 57894 Exp -6/30/14 The State of California or its officers or agents 4. sho// not be responsible for the accuracy or 4� OF CALIFO��l conp/eteness of electronic copies of this plan sheet. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 SECTION C -C No Scale Exist Brg Abut 1 C Exist Brg Abut 3 Notes: 1. For Details of Sections A -A & B -B, see "Bridge Removal No. 1" sheet. 2. For Details of Sections S -S, see "Bridge Removal No. 3' sheet. 3. For Details of Section D -D, see "Bridge Removal No. 4" sheet. Legend: — -- — Indicates Existing Structure Indicates Bridge Removal (Portion) FFFF-I]1 Indicates Remove Slope Paving DESIGN er D. KIM A SIVATHASAN PREPARED FOR THE DUNCAN CANYON ROAD OC (WIDEN) DETAILS 9V S. DESALEGN CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 541D0980 u M. ANDRASEK PROJECT ENGINEER POST MILE QUANTITIES 6Y D. K I M CHECKED A S I VATHASAN DEPARTMENT OF TRANSPORTATION 11 .03 BRIDGE REMOVAL PLAN N O . 2 ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION 0AiES (PRCLIMINARY STAGE ONLY SNeEi Of 21OB 10 /0A 4/ 09 12' 10 5/ i 9/ i` 3 12 5/` i12 6/22/12 4 54 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES FILE _> 54-0980-o-rmv02.dgn +I O tl � I I +I -- -- I II it I �_ IT—_--_—_,_ I-----_ ti I V Do I I N N 11'-011± 11'-011± 11'-011± 4'-0"± (H= 8'±) (H= 12'±) (H= 14'±) Exist Retaining Wall Type 1 NJ PLAN 1/4" = 1 '-0" _ S Exist Barrier Type 26A with Tubular Hand Railing, not shown N Z Exist Brg Abut 1�/ COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 1 2611 310 I ' �/ &Z `W _ 6/22/12 QIyoFESSIOy REGISTERED CIVIL ENGINEER DATE efz 4< MOH AN S. CHAR i No. 57894 A PLANS APPROVAL DATE .0 Exp 6/30/14 The State of California or its officers or agents .I V I L shall not be responsible for the accuracy or �q�o�'tir OF CALIF / cow,eteness of electronic copes of th/s pion sheet. Exist Brg Abut 3 CITY OF FONTANA ' 8353 SIERRA AVENUE FONTANA, CA 92335 +I AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 �T--- I --- --- ------------ r----- ---------------- - - �— Edge of Exist deck Retaining Wall LOL (_ _ _1 —__ (Left edge of Exist deck) +I v CV N =----;;;;;; L SECTION S -S __b I I m s Elev 1761'± Exist Slope ; Elev 1756'± TS�`I Paving I / / Elev 1752'± T I / / Exist Footing Key not shown, Typ /Z" = 1 '-0'l 12'- 0"± Limit of Remove Sl 12'-0"± I 12'-0"± (H= 12'±) (H= 6'± Exist Retaining Wall Type 1 PLAN 1/4" = 1 '-0" ope Pavinq Typ — ?S Exist Barrier Type 26A with Tubular Hand Railing, not shown b C%j LD III I 2 III LL'� iE I ev 1750'± I I Exist Slope Zti Paving, Typ % — �1��' I i E I ev 1745'+ ti ELEVATION Note: ELEVATION N 1. Trim existing reinforcement 1 into existing concrete NORTHEAST RETAINING WALL surface and patch with concrete, typical all removed surface unless otherwise noted. NORTHWEST RETAINING WALL Legend: 0 Indicates Existing Structure a Note: The Contractor shall verify all Indicates Bridge Removal (Portion) a controlling field dimensions before Indicates Remove Slope Paving ordering or fabricating any material. LDESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BY S. DESALEGN CHECKED STATE OF CALIFORNIA MOHAN S. CHAR D. KIM BRIDGE NO. 54-0980 DUNCAN CANYON ROAD OC (WIDEN) a DESIGN OVERSIGHT ROBERT ZEZOFF BRIDGE REMOVAL PLAN NO. 3 M. ANDRASEK PROJECT ENGINEER POST MILE IES BY D. KIMCHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION 11.03 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 5 54 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES N FILE _> 54-0980-b-rmvO3.dgn Note: 1. Trim existing reinforcement 1" into existing concrete surface and patch with concrete, typical all removed surface unless otherwise noted. Legend: — -- — Indicates Existing Structure Indicates Bridge Removal (Portion) Indicates Remove Slope Paving +I +I I N � I I I I I N I 10'- 0"± (H= 4'±) 10'- 0"± (H= 10'±) Exist Retainina Wall I / tl QD , I /N 10'-0"± 4'-0"± (H= 14'±) 1 PLAN I/4" = 1 -0" ISTI COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET 08 1 SBd 15 1 9.82/11.94 12621 310 6/22/12 ,IOFESSION REGISTERED CIVIL ENGINEER DATE ef,� q<�2 N It Exist Brg Abut 3H MOHAN S. CHAR z No. 57894 A The Contractor shall verify all PLANS APPROVAL DATE EXP. 6/30/14 The State of California or its officers or agents .0 CIVIL shall not be responsible for the accvrocy or tip a controlling field dimensions before t OF CALIF / cow,eteness of electronic copes of this pion sheet. / Exist Brg Abut 1 CITY OF FONTANA // 8353 SIERRA AVENUE FONTANA, CA 92335 AECO AECOM TECHNICAL SERVICES INC. +I 999 TOWN & COUNTRY ROAD / ORANGE, CALIFORNIA 92868 N —= -- I Lu=-, ------------------i--__—I---Edge of Exst deckRetaining Wall LOL o(Right edge of Exist deck)— +I , -- -- -- --- - t0 N N I , ,I Exist Reinf bars See "Note 1" -?D SECTION D -D Exist Barrier Type 25A with Tubular Hand Railing, not shown —-- ----- -----D -----� III Elev 1749'± I 1� Exist Slope I I _ �1 1D1 III Paving Elev 1745'± I �1 I I I Elev 1740.5'± Exist Footing Key not shown, Typ ELEVATION SOUTHWEST RETAINING WALL 12'-O"± Limit of Remove SI Typ 8'-O"± 8'-011± 9'-011± (H= 14'±) (H= 10'±) (H= 6'±) Exist Retaininq Wall Type 1 PLAN 1/4" = 1 '-0" ope Paving Exist Tubular Hand Rai I i ng -?D s a �c�--•--• — � Exist Barrier Type 25A III � ----- ---- ------- 1 s�- III I Elev 1761'± III ISD % ; \YI \II nL1 I lL r -- .�j�y I I Elev 1756'± I I I I Exist Slope \ Elev 1751'± Paving, Typ I� -- off I I I �-- I I I ELEVATION FILE _> 54-0980-b-rmvO4.dgn /4 SOUTHEAST RETAINING WALL The Contractor shall verify all a controlling field dimensions before ordering or fabricating any material. BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF LDESIGN BY S. DESALEGN CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a M. ANDRASEK IES BY D. KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE 11.03 BRIDGE REMOVAL PLAN NO. 4 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET I OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 6 1 54 N FILE _> 54-0980-b-rmvO4.dgn 3'-9"± 1'-511± 1'-93/8'+ Exist Brg Abut I Exist BB/EB I O I I I \I I I � Exist Backwall I II I it I to be removed I I I in portion I II C Cored Hole 2'- 77/B ± +I /_ Deck Drain Exist Abut 1 Reinf bars I I See "Note 1" I Not all Exist Reinf bars shown , SECTION A -A 1/2" = 1 '-0'' Legend: +I M f1CTATI D Frame of Deck @7�-16Drain Type D-1 I � $I/4•• 81/4.. Typo Typ 11-101A,"± — -- — Indicates Existing Structure Indicates Bridge Removal (Portion) Indicates Limit of Existing Reinf Bars Removal Indicates Limit of Existing Concrete Removal Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 2" Typ See Top of Exist Exist EB Exist Brg Abut 3 "Note 2" Bridge Deck Top of Exist _------- Bridge Dec 7+1 Exist bridge deck Reinf �N +I Edge of I - -----� o Exist Deck I 1 , n n� Exist Curtain Wall to II be removed in portion II i SECTION B -B /2" = 1 '-0'' SECTION C -C 1/2" = 1'-0" N 'IL Is Brg Abut 1 I? ' u1111111r,"k EXISTING BRIDGE DECK REMOVAL FOR EXPANSION JOINT, DECK CLOSURE POUR AND DECK DRAINAGE CONSTRUCTION Existing Superstructure Edge of �R1� Exist Deck COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 12631 310 I ' � / &Z `W1-- 6/22/12QRoFESSION REGISTERED CIVIL ENGINEER DATE ef,, q< MOHAN S. CHAR i A PLANS APPROVAL DATE No. 57894 Exp, 6/30/14 The State of California or its officers or agents CIVIL shall not be responsible for the accuracy or �q>Fo�'tir ooWleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 Exist Brg Abut 3 I ® /'Exist EB i / Exist Tubular 7- Hand Railing )eta i I B" \x Exist Conc �. Barrier Type 25 +I e 9\x See "Note 3" a� ,I ®' �, Top of Exist `6/ Bridge Deck i =- ------------ ' ------- Exist bridge ' ' 2'-0" / 2'-5Y211+ Deck Reinf "See Note 2" Edge of Exist Deck SECTION D -D 1/2" = 1'-0" Notes: 1. Trim existing reinforcement 1" into existing concrete surface & patch with concrete, typical all removed surface unless otherwise noted. 2. Existing overhang Reinforcement (protect -in-place). 3. Existing barrier Reinforcement to be removed. Cut as necessary. er D. KIM cHE°KE° A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF LDESIGN 9Y S. DESALEGN CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a M. ANDRASEK IES By D. K IM CHECKED A S I VATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE 11 .03 BRIDGE REMOVAL PLAN N O . 5 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNI T 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 7 54 N —T7-151-0980 -b-rmvO5.dgn PILE DATA TABLE Notes: Design tip elevations are controlled by the following demands: 1. (1 ) Compression; (2) Tension, (3) Lateral Load. SPREAD FOOTING DATA TABLE GP or Working Stress Design (WSD) NOMINAL RESISTANCE (kips) DESIGN SPECIFIED LOCATION PILE TYPE Strength TIP ELEVATIONS TIP ELEVATIONS Gross Contact Gross Bearing Permissible Net Factored Gross COMPRESSION TENSION (ft) (ft) Abutment 1 (Widen) HP 10x57 280 0 1707.000 (1) 1724.000 (3) 1707.000 Abutment 3 (Widen) HP 10x57 280 01715.000 (1) 1732.000 (3) 1715.000 Retaining Wall No. 1 HP 10x57 120 01722.000 (1) 1733.000 (3) 1722.000 Notes: Design tip elevations are controlled by the following demands: 1. (1 ) Compression; (2) Tension, (3) Lateral Load. SPREAD FOOTING DATA TABLE GP or N1740.00 - 604+92.91 1740.0± Remove Concrete Pipe Inlet and conflicting portions of Culvert. Cap Culvert and seal end---., x //. / / I /r 1745 - 1750 ✓ 605----- 606 bo 115 C Exist Duncan Cyn Rd _ C \ 1750 w = 1 745 �0 1740 17 5 -- oho// '3s / ' 1 727.0± G / 1738.0+�/ o o / e X��` 606+83.27 "D" Line 582+96.85 CL I-15 Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT ROBERT ZEZOFF (SCALE: IVERT.DATUM NGVD-29 1HORZ.DATUM AS OF: 1ALIGNMENT TIES DRAFTED BY CHECKED By DATE FIELD CHECKED PLAN SHEET (ENGLISH) (REV. 2-25-05) 1:1 TYF GP Ftg 1:1 TYF M Bottom of Ftp Bottom of Overexcavation EXCAVATION BACKFILL Legend: Structure Excavation (Bridge) ® Structure Backfill (Bridge) LIMITS OF PAYMENT FOR EXCAVATION & BACKFILL No Scale Iso sk" 3� 1 1727.00 �x`L tx� / / e a , 1748.00 1753.00 0<o'o'a� /0. 1758.00 eon L R 1 OL ' W \ �' * 1750 1755= 1748.0± °' 1760 = 607 .°5/ I. I L—� 608/ 609 5 _dD Line— -1- - --- 608+73:62�� — 1765� -- 1760 — 1755 Exist Bhi + - 1750 No. 54-980 \ 1145— Z 745 _- oh e ofi-- I Exist 24"S6t \ Culvert (Abandoned) Exist Electric Line (OH) (To be relocated) FOUNDATION PLAN 1 " = 30' -83 (1922.88) DESIGN BY D. KIM DETAILS er S. DESALEGN QUANTITIES By D. KIM Note: Not all piles shown. - - —1740 NOTES: 1Q Existing 24"0 ± Culvert (Remove interfering portions) CHECKED A. SIVATHASAN PREPARED FOR THE CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR PROJECT ENGINEER CHECKED A < 11ITI—A., DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES I FOR REDUCED PLANS 0 1 2 A UNIT 2232 PROJECT NUMBER & PHASE 080000( 777-1754-0980-e-fdp101.dgn COUNTY ROUTE TOTAL PROJECT No '-'- SBd 15 9.82/11.94 1264 1 310 I r \/ &Z `W/( 6/22/12 QROFEsstoO\ REGISTERED CIVIL ENGINEER DATE 4MQ Fti MOHAN S. CHAR i No. 57894 a PLANS APPROVAL DATE Exp. 6/30/14 ,} The State of California or its officers or agents CIVIL shall not be responsible for the a=rocy or qui pF- CALIFO��1P c0lpleteness of electronic copies of this plan sheet. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 BENCHMARKS PT #6 Elevation 1785.761 Set PK Nail & Flash On NW Frontage Road N = 1884129.672 E = 6725589.900 PT #8 Elevation 1760.052 Set PK Nail & Flash On N Side Duncan Canyon Road N = 1882879.909 E = 6725206.857 PT #1007 Found CT Brass Disk Stamped "CDOT SBd15 10.75 1996" On NB Shoulder. N = 1881670.306 E = 6723553.368 PT #1008 Found CT Brass Disk Stamped "CDOT SBd15 11.03 1996" On NB Shoulder. N = 1882763.653 E = 6724637.980 PT #1009 Found CT Brass Disk Stamped "CDOT SBd15 11.40 1996" On NB Shoulder. N = 1884065.119 E = 6725929.959 PT #1010 Found CT Brass Disk Stamped "CDOT SBd15 11.70 1996" On NB Shoulder. N = 1885009.885 E = 6727005.226 Vertical control based on NGVD-29 and 1978 Supplemental Adjustment, per CDH 65-A-73 Elev=1859.34 A standard brass disk, down 0.7', stamped "65-A-73", 31'Rt STA 646+78.95 BC CL E Frontage Road. Horizontal coordinates are NAD -83 (1992.88), CCS Zone 5, Combination factor = 0.99989667. Multiply grid distances by 1.00010334 to obtain ground distances. Legend: Working Stress Design (WSD) Load and Resistance Factor Design (LRFD) Indicates Bottom of Footing Elevation Permissible Allowable Service Strength Extreme Event SUPPORT Gross Contact Gross Bearing Permissible Net Factored Gross Factored Gross LOCATION Stress Capacity Contact Stress Nominal Bearing Nominal Bearing (Settlement) (ksf) (Settlement) Resistance Resistance (ksf) (ksf) 9b= 0.45 Tb= 1.00 (ksf) (ksf) Bent 2 (Widen) N/A N/A 6.4 42 94 Bent 2 (Existing) N/A N/A N/A N/A 51 N1740.00 - 604+92.91 1740.0± Remove Concrete Pipe Inlet and conflicting portions of Culvert. Cap Culvert and seal end---., x //. / / I /r 1745 - 1750 ✓ 605----- 606 bo 115 C Exist Duncan Cyn Rd _ C \ 1750 w = 1 745 �0 1740 17 5 -- oho// '3s / ' 1 727.0± G / 1738.0+�/ o o / e X��` 606+83.27 "D" Line 582+96.85 CL I-15 Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT ROBERT ZEZOFF (SCALE: IVERT.DATUM NGVD-29 1HORZ.DATUM AS OF: 1ALIGNMENT TIES DRAFTED BY CHECKED By DATE FIELD CHECKED PLAN SHEET (ENGLISH) (REV. 2-25-05) 1:1 TYF GP Ftg 1:1 TYF M Bottom of Ftp Bottom of Overexcavation EXCAVATION BACKFILL Legend: Structure Excavation (Bridge) ® Structure Backfill (Bridge) LIMITS OF PAYMENT FOR EXCAVATION & BACKFILL No Scale Iso sk" 3� 1 1727.00 �x`L tx� / / e a , 1748.00 1753.00 0<o'o'a� /0. 1758.00 eon L R 1 OL ' W \ �' * 1750 1755= 1748.0± °' 1760 = 607 .°5/ I. I L—� 608/ 609 5 _dD Line— -1- - --- 608+73:62�� — 1765� -- 1760 — 1755 Exist Bhi + - 1750 No. 54-980 \ 1145— Z 745 _- oh e ofi-- I Exist 24"S6t \ Culvert (Abandoned) Exist Electric Line (OH) (To be relocated) FOUNDATION PLAN 1 " = 30' -83 (1922.88) DESIGN BY D. KIM DETAILS er S. DESALEGN QUANTITIES By D. KIM Note: Not all piles shown. - - —1740 NOTES: 1Q Existing 24"0 ± Culvert (Remove interfering portions) CHECKED A. SIVATHASAN PREPARED FOR THE CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR PROJECT ENGINEER CHECKED A < 11ITI—A., DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES I FOR REDUCED PLANS 0 1 2 A UNIT 2232 PROJECT NUMBER & PHASE 080000( 777-1754-0980-e-fdp101.dgn COUNTY ROUTE TOTAL PROJECT No '-'- SBd 15 9.82/11.94 1264 1 310 I r \/ &Z `W/( 6/22/12 QROFEsstoO\ REGISTERED CIVIL ENGINEER DATE 4MQ Fti MOHAN S. CHAR i No. 57894 a PLANS APPROVAL DATE Exp. 6/30/14 ,} The State of California or its officers or agents CIVIL shall not be responsible for the a=rocy or qui pF- CALIFO��1P c0lpleteness of electronic copies of this plan sheet. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 BENCHMARKS PT #6 Elevation 1785.761 Set PK Nail & Flash On NW Frontage Road N = 1884129.672 E = 6725589.900 PT #8 Elevation 1760.052 Set PK Nail & Flash On N Side Duncan Canyon Road N = 1882879.909 E = 6725206.857 PT #1007 Found CT Brass Disk Stamped "CDOT SBd15 10.75 1996" On NB Shoulder. N = 1881670.306 E = 6723553.368 PT #1008 Found CT Brass Disk Stamped "CDOT SBd15 11.03 1996" On NB Shoulder. N = 1882763.653 E = 6724637.980 PT #1009 Found CT Brass Disk Stamped "CDOT SBd15 11.40 1996" On NB Shoulder. N = 1884065.119 E = 6725929.959 PT #1010 Found CT Brass Disk Stamped "CDOT SBd15 11.70 1996" On NB Shoulder. N = 1885009.885 E = 6727005.226 Vertical control based on NGVD-29 and 1978 Supplemental Adjustment, per CDH 65-A-73 Elev=1859.34 A standard brass disk, down 0.7', stamped "65-A-73", 31'Rt STA 646+78.95 BC CL E Frontage Road. Horizontal coordinates are NAD -83 (1992.88), CCS Zone 5, Combination factor = 0.99989667. Multiply grid distances by 1.00010334 to obtain ground distances. Legend: 1320.00 Indicates Bottom of Footing Elevation ---- Indicates Existing Footing Indicates New Construction = Vertical Driven Steel Piles a Battered Driven Steel Piles (1:3 Batter in the direction of arrow) 54-0980 DUNCAN CANYON ROAD OC (WIDEN) LE 11 03 FOUNDATION PLAN DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF Z EARLIER REVISION DATES R I mid v Notes' DIST COUNTY ROUTE TOTAL PROJECT J No SHEETS 1. Total 9 steel or fabric Reinforced elastomeric 7. Existing access opening to be eliminated. 08 1 SBd 15 9.82/11.94 1 265 1 310 bearing pads. See ' Elastomeric Bearing Pad Detail" and "Bearing Pad Schedule" on "Abutment Details 8. Existing Bridge deck in conflict with backwall 6/22/12 Q1y0F ESS70 Legend: No. 1" sheet. shall be removed in portion at Abutment 1. REGISTERED CIVIL ENGINEER DATE ��o Nq<� ---- Indicates Existing Structure 2. For "Pile Layout", see "Abutment Footing Layout" sheet.h MOHAN S. CHAR cz 9. For Section B -B, see "Abutment Details No. 5' m Indicates New Constructionsheet PLANS APPROVAL DATE No. 57894 A 3. See "Structure Approach Drainage Details No. 1" sheet for more information.0 Exp, 6/30/14 .Indicates Limits of Deck CI osure Pour 10. For Precast Panel Details, see "Abutment The State of California or its officers or agents yr CIVIL tip shall aWl not responsible for the accuracy or q� C 4. For Details of Internal Shear Key &Section A -A, see Retrofit Details" sheet. cGv/oleteness ss of electronic copies of this p/on sheet. OF ALIF° Abutment Details No. 4' sheet 11. For Deck Drain information, see "Girder Layout CITY OF FONTANA 5. For Details of External Shear Key & Section C -C, D -D No. 1" & "Deck Drain Details" sheets. 8353 SIERRA AVENUE see Abutment Details No. 3 sheet FONTANA, CA 92335 6. For Section E -E, see "Abutment Retrofit Details" sheet. 12. For Existing Abutment 1 backwall removal, see AECOM TECHNICAL SERVICES INC. e Removal Plan No. 1" sheet. 999 TOWN & COUNTRY ROAD g ORANGE, CALIFORNIA 92868 Deck Drain "Bridge Pipe Casing "D" Line Internal Shear f g7 -g Deck Drain External Shear Key, see "Note 4" `� Pipe Casing Precast panel, Typ � Utility Opening WW LOL � Key, see 'Note 5" See "Note 10" �` Casing \ \ Z Exist Duncan '"`\`\ \ B7-10 3" Dia Plastic Fabric or Steel 0, See "Note 8" U-8 drain pipe Typ Canyon Rd \� P P Reinforced ` y ` ` See "Note 3' ` \ Structure �� Elastomeric Brg Exist Approach Exist Abut > ``�� `� ` `� Abut Ftg `�\� Pad See "Note 1" -Abut Ft\\ Type R backwal I \`� `��`� `�\ �\ Abut backwal I Typ\�� \ 99 1 � - - - - - Brg �� \� ` �i �i _ _ �/ \ ` I ♦ II ` II Abut 1 \ EQ EQ C Exist See "Note 7" \ Brg Abut 1 ` Precast ` Edge of ` \ CIP Girder g -/ panel Closure ��Edge of Exist deck outline 2 Equal Exist deck Closure Pour �' :Lj 44'-31/4 Spaces ± I 8 3'-65/8 4'-9" 7'-17/8" 5 Equal Spaces C4 10'-53/8" = 52'-27/8" = 7'-11/4" 11'-9" Edge Light Pole, Typ 83'-011 of deck Chain Link Railing Type 6 (Mod), Typ ABUTMENT 1 PLAN - BO -13 Expanded Pilaster, Typ 22" Dia Opening for 3 P 1 III Deck Pipe Casing, /16 = 1 -0 Abutment 13-2 Polystyrene Ili 38 Dia Utility �� Bridge _ h i Conc Barrier Conc Barrier See "Note 11" B7-10 Backwall 0 ening for 30' 1 111 Type 26 (Mod) Ali Type 26 (Mod) & Note 12' U-8 Dia Casing D Line 1 r iii 11 i Z 22" Dia Uti I ity Structure 1 8" X 26 h i „ B7-10 Approach Utility 67-10 ;� �Ll 22 Dia Opening for Structure Exist Duncan i Openin for 12" I PP g. Deck .Pipe Casing, F 11 Approach Canyon Rd See1"Note gear Key U-8 Dia Casing i Type N �- Opening U-2 --- See See Note 11" �n --Type R - --------------- - ------ - ---------------------------- -- ------ _ _ ------ -- -------- L � ° ----- r B7 8 °L------ 1— -------------------- _ ---------------- I �J -------------- I — — _____--------- Slope Paving (Rock Blanket) 1 #6 Dowel, Typ w _ _UrJ I I I -2%% -2% 2% _ -2% -2% -2% -2% -2% N ---- N ------------ -- ----------- - I Weep hole & drain 11 Ir� I,r� pipe extension Tot 4 Not all piles shown Note: r 4" dia Drain pipe, Typ The Contractor shall verify all ABUTMENT 1 ELEVATION a controlling field dimensions before 3/6" ordering or fabricating any material. DESIGN BY D. KIM DETAILS BY S. DESALEGN CHECKED A SIVATHASAN CHECKED D. KIM PREPARED FOR THE_ STATE OF CALIFORNIA MOHAN S. CHAR 541D0980 DUNCAN CANYON ROAD OC (WIDEN) a DESIGN OVERSIGHT ROBERT ZEZOFF ABUTMENT 1 LAYOUT M. ANDRASEK PROJECT ENGINEER POST MILE QUANTITIES BY D. KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION 11 .03 11 a SIGN OFF DATE DESIGN DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY OF-- fFOR 7/ 08F-/ 8 10//OR 4/ 0 12 10 7/111 11 9/ 11 3/ 12 i/ 72 6/22/12 9 54 FORREDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES — w FILE _> 54-0980-f-001_101.dgn Legend: — -- — Indicates Existing Structure Indicates New Construction Indicates Limits of Deck Closure Pour Fabric or Steel Reinforced Elastomeric Brg Pad RW LOL Structure ��\\'� See "Note 1", Typ Approach Type N t�"%D � Abut Ftg O \ o External \ (/ Shear Key, \ See "Note 5" Edge of deck 11'-9" 7'-17/R" CIP Girder outline Notes: 1. Total 9 steel or fabric Reinforced elastomeric bearing pads. See "Elastomeric Bearing Pad Detail" and "Bearing Pad Schedule" on Abutment Details No. 1" sheet. 2. For "Pile Layout", see "Abutment Footing Layout" sheet. 3. See "Structure Approach Drainage Details No. 2" sheet for more information. 4. For Details of Internal Shear Key & Section A -A, see "Abutment Details No. 4" sheet. 5. For Details of External Shear Key & Section C -C, D -D & I -I, see Abutment Details No. 3" sheet. \,,__"D" Line Utility 87_10 Opening ` \ U_8 Casing ` \ \A Abut backwall — — — — — — — -- Brg Abut 3 2 Equal Spaces (A3'-6% = 71-11/411 6. Existing access opening to be eliminated. 7. For Section B -B, see "Abutment Details No. 5" sheet. 8. For Section E -E, see "Abutment Retrofit Details" sheet. 9. For Precast Panel Details, see "Abutment Retrofit Details" sheet. COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 12661 310 I ' �� K_/f/ `f�/`� 6/22/12 Q1yOF ESSl0N REGISTERED CIVIL ENGINEER DATE ef,� q< MOHA N S. CHAR i No. 57894 A PLANS APPROVAL DATE .0 Exp 6/30/14 The State of California or its officers or agents .CIVIL shall not be responsible for the accuracy or �q�o�'tir coWleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 3" Dia Plastic drain Exist Duncan pipe Typ, see "Note 3" \� Canyon Rd� Precast panel, Typ Internal Shear \ See "Note 9" Key, see "Note 4" Exist Abut ` Exist Abut Closure Pour Ftg \ backwall __------------- 1-- ---- �-- \Il Exist -- ------------- ---------- . Brg Abut 3 � I ` See Note 6" EQ EQ \\ Closure Pour 8)/411 Edge of Exist deck 44'-9%"± \ Edge of ItPrecast Exist deck panel 5 Equal Spaces e 10'-5%" = 52'-27/8" ( 4'-9" Light Pole (beyond), Typ 75'-60411 7'-5%4" v TyPen 6L ifMod)a ITYP ( 83'-0° Pilaster, Typ -� ABUTMENT 3 PLAN Conc Barrier Conc i Iii C Bridge 3/6" = 1 '-O" Type 26 (Mod) Barrier (I(( BO -1 3 Expanded ((i ( I(( Polystyrene 1 8 X 26 B7_10 (II Type 26 (II( Structure Utility B7_10 C 22 Dia Utility 38" Dia Utility 87_10 Internal Structure Exist Duncan (II( (Mod) ((( Abutment Approach Opening U-2 Opening for 12" "D" Line Opening for ( Canyon Rd (II( �-►'�� Backwall Type N U -8U-8 Shear Key Approach ala L Dia Casing ( LY Casing See "Note 4" Type R o�----------- --------------- ---� — — — --------------------- --- C --------------- -------------- r I- M r II I1 D D B B Slope Paving (Rock Blanket) ' II Footin TII key not Weep hole & drain shown pipe extension Tot 4 #6 Dowel, Typ -2% -2% -2 -2% -2% -2% 2%_ -2% Not all __�_-_ ________________°_____________________ __________________� I II pi les --�---------- ' N shown _ _ _------------ ----�--�- I It 4" dia Drain pipe, Typ � I o Note: Not all piles shown----,--- hown w The Contractor shall Verify all ABUTMENT 3 ELEVATION a controlling field dimensions before 3 ordering or fabricating any material. /6 _ DESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) BY S. DESALEGN CHECKED STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a DESIGN OVERSIGHT ROBERT ZEZOFF DETAILS M. ANDRASEK D. KIM PROJECT ENGINEER POST MILE QUANTITIES BV D. KIM CHECKED A S I vATHASAN DEPARTMENT OF TRANSPORTATION 1 1 .03 ABUTMENT 3 LAYOUT SIGN OFF DATE a DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 08 10/ /OB 4/ 09 12 10 5/11 9/ 11 3/ 12 5/ 72 6/22/12 1 10 54 FILE _> 54-0980-f-a01_lo3.dgn Pile DIST COUNTY ROUTE POST MILES SHEET TOTAI TOTAL PROJECT E SHEET Bend to provide 08 SBd 15 9.82/11.94 267 310 3" Clearance to top / #5 (A 12 Tot 4 8'-61 #8 V•'�\ryTot 2Whole �J of shallow footings ,' �\ #5 6 op & Bottom #9 x 8'-6" Tot 5 #9 X 5'-0" Tot 4 6/22/12 QR°FESS7°N / ` �o q� ry __J REGISTERED CIVIL ENGINEER DATE y KHAN S. CHAR (Epoxy coated Exist Br Abut 1 #9 x 10'-O" 2" Dia g ----- -C12 Tot 4Brg Abut 1 — — PLANS APPROVAL DATENo. 57894 EXP.6/30/14 #9 The State of California or its officers or agents CIVIL HP 1 OX57 Tot 6 shall not be responsible for the accuracy or �q� OF CALIF 1p Steel pile Bottom of footing cogoleteness of electronic copies of this plan sheet. CITY OF FONTANA #5 Tot 2 I #9 X 7'-6" (4 6 Tot 2 #5 @1 12 Tot 7__/ 8353 SIERRA AVENUE STEEL PILE ANCHOR 6 - 6"FONTANA, CA 92335 No Scale #5 6� Top & Bottom Limits of typical #9 (A 12 footing Reinforcement AECOM TECHNICAL SERVICES INC. E% Fo 999 TOWN & COUNTRY ROAD \ "D" Line FOOTING CORNER REINFORCEMENT (ABUTMENT 1) ,�,�,; ORANGE, CALIFORNIA 92868 No Scale ti 6" Chamfer Min �\\ \ 6: 17 \\�`�`� 2'-0" \ C Bridge Edge of deck \ \\� �'' Exist edge of deck C = Exist Ret Wal I LOL �� \ �`\ 2'-113/4" 4'-0(/4" 9 (A 7'-0" = 63'-0" (Back Row Pi les) �� 8'-6" 45025'37" \'/X I I I I I I I I I I I \X -L" N� �c ,`L �\ �_ Brg Abut 1 6" Chamfer Min 9'-9 ± 2 -3�/4 13 e 5'-6" = 71'-6" (Center Row Piles) C Exist Brg Abut 1 I 7'-9"± 19 a 3'-9" = 71'-3" (Front Row Piles) 4'-0" 7'-5%4"± 30'-61/4" 45'-0" ABUTMENT 1 — PILE LAYOUT X 1/4" = 1 -0.. Legend: Cb ---Indicates Existing Structure Edge of deck Indicates Existing Driven Steel Pile _ Indicates Existing 1:3 Battered Steel Pile �\ 5'-5" 0 C Bridge "p" Line a x \ \ = Indicates Vertical Driven Steel Pile M 10 CA 6'-10" = 68'-4" (Back Row Piles) 9'_3 `, Indicates 1:3 Battered Driven Steel Pile 45°25'37" ---- \ \� �/ I I I I I I� I I I I � � -•-- � 10'-6"± Exist Brg Abut 3 Y C Brg Abut 3 11,-6„ _. 7_. i o 1'-3' 13 (A 5'-6" = 71'-6" (Center Row Piles) 2/-91/4 1'-33/811 -- ----- Chamfer Existin EdRe of deck N Min = Existing et Wall LOL 6'-3" 19 9 3'-9" = 71'-3" (Front Row Piles) n 45'-0" 38'_0" Notes: w 30'-61/4" 7'-5y4"± 1. For Section G -G, see "Abutment Details No. 5" sheet. Note: The Contractor shall verify all ABUTMENT 3 — PILE LAYOUT 2. For "Footing Corner Reinforcement (Abutment 3)" "Abutment a controlling field dimensions before Detail, see Details No. 5" sheet. ordering or fabricating any material. /4 = 1'-0" BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BRIDGE N0. DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF LDESIGN BY S. DESALEGN CHECKED STATE D. KIM OF CALIFORNIA MOHAN S. CHAR 54-0980 a SIGN OFF DATE M. ANDRASEK IES BY D. KIMCHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE 11.03 ABUTMENT FOOTING LAYOUT a DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET Of FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 121G/22/121 1 11 1 54 N FILE _> 54-0980-f-a0l cftg.dgn BB or EB � Brg Abut BO -1 Expanded Polystyrene 13-1 same thickness as bearing pad Blockout for Joint Seal Assembly 4'-4"' MR = 3", see "Joint Seal Assembly (Maximum Movement Rating = 4')' sheet 12" 2'-10" 110�1'-6" See "Joint Protection Detail" Structure Approach _ _ _ Slab, see "Note 3" #4 (A 12 ------------ (1 i- Utility - B7-10 B7-10 B7-10 #5 x 2'-0" (A 12 ( &PCasing U-2 U-3 U-8 j ~ c ;------------------------- - ------ ----------------- ------------ v o •- -a o+ ; #4 (� a 12-1; ; i YEUS #4 C�1 1 8 i Expanded BO -1 L U )O CO t 17 " U a) o U 0— CL — 0 CL ( ' Polystyrene 13-2 \ i i ( Brg Pad Detail 1 Const Jtnth------------ Geocomposite drain R, #4 Tot 6 1 1 #5 sl c�3 12��/ Clr #10L(Al2_ #4 (A 18 - Const 8 -Const Jt Abut Drainage, see "Note 10' 8" 8" #8 Tot 6, typ Z #10 (7 Tot 5 12'-0" o i.r Additional # 11 0Fot 5 at each end ,N #5 12 M #5 Tot 2---/ ' #9 a 12o L41 2" Tt 10 Clr i Steel Pile, see 1 '-6" 3'-0" 3'-0" "Note 5" & "Note 8' TYP 4,_911 4,-3.. 9'-0" TYPICAL SECTION Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT ROBERT ZEZOFF DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) Slope Pavinlq (Rock Blanket) See "Note 4' �4" Drain pipe Level 3" 3" 0.08" Galvanized sheet metal over bearing pad. Coat top of pad with silicone grease. I '-- Bearing pad SECTION A -A CE Bearing Pad parallel to CL girder web- \ Abutment backwall Steel or Fabric Reinforced Elastomeric Bearing Pad \ 1 Z Brg Abut Edge of galvanized sheet metal P Expanded polystyrene 0-1 0-1 13-2 I � I e\ M1 A nl ELASTOMERIC BEARING PAD DETAIL No Scale r N -#5 m 12 ti s o o �U 1n O N z Structure Approach Slab 2" 7 Assembly Clr #5 Tot 2 #9 (A 12 i_______ _______i BO -1 Alternative -2% 21" #5 Tot 2---/ ' #9 a 12o L41 2" Tt 10 Clr i Steel Pile, see 1 '-6" 3'-0" 3'-0" "Note 5" & "Note 8' TYP 4,_911 4,-3.. 9'-0" TYPICAL SECTION Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT ROBERT ZEZOFF DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) Slope Pavinlq (Rock Blanket) See "Note 4' �4" Drain pipe Level 3" 3" 0.08" Galvanized sheet metal over bearing pad. Coat top of pad with silicone grease. I '-- Bearing pad SECTION A -A CE Bearing Pad parallel to CL girder web- \ Abutment backwall Steel or Fabric Reinforced Elastomeric Bearing Pad \ 1 Z Brg Abut Edge of galvanized sheet metal P Expanded polystyrene 0-1 0-1 13-2 I � I e\ M1 A nl ELASTOMERIC BEARING PAD DETAIL No Scale r N -#5 m 12 ti s o o �U 1n O N z Structure Approach Slab BB or EB ( Blockout for Joint Seal Assembly i #5 Tot 2 3" Bonding on smooth finish i_______ _______i BO -1 Alternative 1 21" 5" Temporary 1 -2 Bumper #5 @a 12 (( - with inserts 1 /411 x 3.1 ii 3" Bonding on smooth finish Exp Jt Filler 311 %B" x 12" Neoprene strip bonded 3" mininmum width (( (( Expanded 0-1 13-2 each side of joint r�polystyrene Place prior to backfilling - (( the abutment backwall and I( 1" Chamfer installing temporary bumper (Fold neoprene into chamfer) Abutment Backwall /2 = 1 _0 Geocomposite drain (Abutment 1 shown, Abutment 3 similar) JOINT PROTECTION DETAIL No Scale DESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BY S. DESALEGN CHECKED STATE OF CALIFORNIA MOHAN S. CHAR DETAILS M. ANDRASEK D. KIM PROJECT ENGINEER QUANTITIES By D. KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES UNIT 2232 FOR REDUCED PLANS G 1 2 3 PROJECT NUMBER & PHASE 0800000 FILE _> 54-0980-f-a01dt01.dgn COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 12681 310 I I �� K_/f/ `f�/`� 6/22/12 QIyOFE5Sl0N REGISTERED CIVIL ENGINEER DATE ef,� q< MOHA N S. CHAR i No. 57894 A PLANS APPROVAL DATE � E,� 6/30/14 � The State of California or its officers or agents . I V IL shall not be responsible for the accuracy or �q>Fo�'tir oo>4oleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 Abutment "a" backwall See "Note 2" Expanded BO -1 %2" Expansion polystyrene 13-2 Joint filler Brg Abut i Const joint--VAbut Seat Notes: 1. For drainage details, see "Structure Approach Drainage Details No. 1 & No. 2" sheets. 2. For "a" dimension, see "Joint Seal Assembly (Maximum Movement Rating = 4" )" sheet. 3. For structure approach details, see "Structure Approach Type N(30S)" sheet. 4. For slope paving details, see "Slope Paving -Full Slope" sheet. 5. For Pile locations, see "P i l e Layout" details on "Abutment Footing Layout" sheet. 6. Remove Expanded Polystyrene min 4" from all exposed surfaces no less than 7 days after superstructure concrete has been placed. 7. Indicates clearance to #9 (4 12 main footing reinforcement. 8. For "Steel Pile Anchor" detail, see "Abutment Footing Layout" sheet. BEARING PAD SCHEDULE Reinforcement Type Length L Width W Thickness T" Steel Rei of 1911 19" 5" Fabric Reinf 21" 21" 5" Note: All elastomeric bearing pads shall be of the some type, either steel reinforced or fabric reinforced. Thickness "T" is for Elastomer only. BRIDGE NO. 54-0980 DUNCAN CANYON ROAD OC (WIDEN) POST MILE 11.03 ABUTMENT DETAILS NO. 1 DISREGARD PRINTS BEARINGREVISION DATES (PRELIMINARY STAGE ONLY) ISHEET Of EARLIER REVISION DATES 7/ 6 11 q,1211614/ 09 1 12 10 I 5,121K1 9/ 11 13,1W 12 5/ 72 1 6/22/12 1 12 1 54 o #9 Cont i - i� i #4 Q 18 Tot 2 ( ( ( Inside & Outside face) ( ( 00 Trench Footing #4 Cont ( it some Length as Outside face ( (li Approach Slab ( (I ( L — -- -- -- - - ------ CIP/PS U #5 I` Box Girder s_ #6 CA 9 max ° Ll H � � 1 Slope Paving ;I- #8 #8 (— (Rock Blanket) # (Inside face) i i i i #4 Cont Outside face #5 C4 12 (inside & outside) 0 Const JT WINGWALL MIRROR ELEVATION (Abutment 1 Left shown) Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 1269 1 310 I ' �� K_/f/ `W`— 6/22/12 Q�yOFESSl0N REGISTERED CIVIL ENGINEER DATE ef,� q< MOHA N S. CHAR i No. 57894 A PLANS APPROVAL DATE � Exp 6/30/14 The state of California or its officers or agents .CIVIL shall not be responsible for the accuracy or coWleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 Pi taster (beyond)�� I I WW LOL '4F --- Expanded Polystyrene See "Note 1" #9 Tot 2 Approx FG #4 @ 18- 2" 8- 2" Clr Typ #6 I I m 9 max - Chain Link Railing Type 6 (Mod) I I Conc Barrier 611-54 Type 26 (Mod) Structure 0 00 Approach #4F_1 TPB -#8F__(A5 — Geocomposite Drain -#5Tot 2 See "Structure Approach Drainage Details No. 2" sheet SECTION H -H %11 = 1 '-0.. 1. Remove Expanded Polystyrene min 4" from all exposed surface no less than 7 days after Deck/ Approach Slab Concrete has been placed. 2. For Details of Section J -J, see "Structure Approach Type N (30S)" sheet. 3. For Curtain Wall Reinforcement, see "Abutment Details No.3" sheet Light Pole �� LDESIGN eT D. KIM cHE°KE° A SIVATHASAN PREPARED FOR THE BRIDGE NO. 9Y S. DESALEGN CHECKED STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 D. KIM DUNCAN CANYON ROAD OC (WIDEN) a DESIGN OVERSIGHT ROBERT ZEZOFF ABUTMENT DETAILS NO. 2 Tr M. ANDRASEK PROJECT ENGINEER POST MILE IES By D. KIMCHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION 11 .03 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF Pilaster, typ 0810/ /084/ 09 12 10 5/ 11 9/ 1I 3/ 12 5/ 12 6/22/12 13 54 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES7/ Chain Link Railing � Type 6 (Mod) - - - - - - - - - - r — — — — — — — — — — — — — — — - - - -I — —� — — — — — — — — — — — — — — — — — —� — — — — — — — — _-d0r?, I I I I I I I I Brg Abut 1� I I BO -1 4" Expanded 13-1 Polystyrene I I 28'-0" I I I I I I I Conc Barrier I I I I I I I I I I BB� i I I Type 26 (Mod) --------- --- I I ----------------- L--L----- -----L--I-- Topof--------- Approach Slab- - --J----------------------------if-------t I I #4 I-1 (4 12 11 (( ------------------- I ------- I I �\---------------------- �(( (I -- 1'-10%2" -- I ------ #4 @a 18 - - --- -- -- --- o #9 Cont i - i� i #4 Q 18 Tot 2 ( ( ( Inside & Outside face) ( ( 00 Trench Footing #4 Cont ( it some Length as Outside face ( (li Approach Slab ( (I ( L — -- -- -- - - ------ CIP/PS U #5 I` Box Girder s_ #6 CA 9 max ° Ll H � � 1 Slope Paving ;I- #8 #8 (— (Rock Blanket) # (Inside face) i i i i #4 Cont Outside face #5 C4 12 (inside & outside) 0 Const JT WINGWALL MIRROR ELEVATION (Abutment 1 Left shown) Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 1269 1 310 I ' �� K_/f/ `W`— 6/22/12 Q�yOFESSl0N REGISTERED CIVIL ENGINEER DATE ef,� q< MOHA N S. CHAR i No. 57894 A PLANS APPROVAL DATE � Exp 6/30/14 The state of California or its officers or agents .CIVIL shall not be responsible for the accuracy or coWleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 Pi taster (beyond)�� I I WW LOL '4F --- Expanded Polystyrene See "Note 1" #9 Tot 2 Approx FG #4 @ 18- 2" 8- 2" Clr Typ #6 I I m 9 max - Chain Link Railing Type 6 (Mod) I I Conc Barrier 611-54 Type 26 (Mod) Structure 0 00 Approach #4F_1 TPB -#8F__(A5 — Geocomposite Drain -#5Tot 2 See "Structure Approach Drainage Details No. 2" sheet SECTION H -H %11 = 1 '-0.. 1. Remove Expanded Polystyrene min 4" from all exposed surface no less than 7 days after Deck/ Approach Slab Concrete has been placed. 2. For Details of Section J -J, see "Structure Approach Type N (30S)" sheet. 3. For Curtain Wall Reinforcement, see "Abutment Details No.3" sheet FILE _> 54-0980-f-a01dt02.dgn LDESIGN eT D. KIM cHE°KE° A SIVATHASAN PREPARED FOR THE BRIDGE NO. 9Y S. DESALEGN CHECKED STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 D. KIM DUNCAN CANYON ROAD OC (WIDEN) a DESIGN OVERSIGHT ROBERT ZEZOFF ABUTMENT DETAILS NO. 2 M. ANDRASEK PROJECT ENGINEER POST MILE IES By D. KIMCHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION 11 .03 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 0810/ /084/ 09 12 10 5/ 11 9/ 1I 3/ 12 5/ 12 6/22/12 13 54 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES7/ N FILE _> 54-0980-f-a01dt02.dgn 1'-101/2" 1 _8 #4 (A 12 Tot 6 (L Brg Abut 3------' 15'-0" 1'- Lap, TyP Const it 1'-101 ' 5'-23/6" ,/ Exp J 6'-0" � Finish #5 C Brg Abut 1 1'-8" smooth #5 #4 (A 18 Return Wall Return Wall RW WW Reinf Lap, Typ Typ �------------------ --------------- -- I 6'-0" Reinf, Typ Reinf, TYP TYI (Outside face I o I 6'-0" - WW LOL i (Extend 1'-10' I Edge of Deck #4 C4 18 #5 ' /' i = a Typ I into Footing) i _ N #4 (A 18 (Outside face) �,' I F ----- -- ---- ---- r--- - o — -- (Extend 1'-10' into Footing) , 1 I I g — -------------- -- 1 Ede `° ' of Deck I T 0 1O #8 --1WW Reinf, Typ I / ,'� o - _ , #4 Q QUO 18 ` I , I #4 Tot 7 (Extend It �, r ,' #4 Tot 5 (Extend v 1'-10" into Footing) --i into Footing) J ' OD _ ' ----- — Const Jt ---------I- 0 ' Finish smooth #� �� #4 Tot 2 Place parallel ,' ,' li Retaining #5 7 CA 12 I--- i , to Curtain wall face, Typ #5 C _ _ #4� � J I / i ,� ( , #4 I (A 18 (Inside face) Wall #4 (A 18 (Inside face) 6'-0" 1 ,' I " Abut Backwall I --1 �'�V-10" (Extend 1 10 into Reinf, Typ ' (Extend 1 10" into I �� Footing) ,7 I-- Footing) --- 0,ja 12 c� I Abut Ftg #4 I CA 12, Tot 6 DIST COUNTY ROUTE TOTAL'PROJECT 1 NO SHEET: 3 08 1 SBd 15 9.82/11.94 1 2701 310 4 6/22/12 �O QROFESSIO,y REGISTERED CIVIL ENGINEER DATE `4 MOHAN S. CHAR i No. 57894 A PLANS APPROVAL DATE .0 E,Ip, 6/30/14 The State of California or its officers or agents CIVIL shall not be responsible for the accuracy or ca4oleteness of electronic copies of this p/c" sheet. cALtF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 RW LOL—.j _ _ Approach Slab c'- Abut BaC1<Wa I Ii #4 O (A 18 ��o / Reinf, Typ Abut �� Reinf `/� Abut Ftg I SECTION C—C (ABUTMENT 1 & 3) Additional Brg Abut 1 - Brg Abut 2'-101/2" 8'-71/q" 3'-41/4" Min '/ 7'-41/4" Min & varies 5'-0" 130-3 See "External Top of Ftg & varies / 3-4 Shear Key Detail" I WW LOL i (Extend 1'-10" #4 (A 18 1,_8 1 Q0 Edge of Deck into Footing) (Outside face) / i — — — — i ------ Retaining Wal 1 _ #4 (A 18 �' / I ---------- I ------ ----- Typ --�-o — — CO I Edge of �— I — --- (Outside face) Deck = RW LOL Not all Piles I � - / 1 SECTION I— I shown #4 CA 18 ) — --- —--------- I Edge of 'Deck No Scale RW LOL Note: Abutment 3 North shown. = Abutment 1 North similar 'W 1'-5" / �' o I Lap, Typ o i--- • ' N I , i ' BO -13 4" Expanded #4 Tot 7 #4 Tot 5 Lo �--- ' c° I ' Polystyrene � #4 See Note 2' o-- �� #5 Tot 4 1" Expanded 0-13 1 Polystyrene 13-2 4" Fillet ' - • / #5 �� Tot 4 1 1 -0" Min, Typ �' #4 Tot 2, Place parallel ,o to Curtain wall face, Typ � (Extend 1'-10" into Footing) ,'� #4 El CA 18 #5 CA 12 I —L / 1" Expansion #4 a 18 (Inside face) Abut Stem / 1 -5 �D Tot 7 1 JT Filler YP ��' Lap, Typ See "Note 1" M 0� I ___ �- ��' #4 I/ (A 18 (Inside face) #4 Tot 6 1 Abut Stem #6 F a 18 �' #4 C= CA 18 Reinf, Typ Io �:�, ��' Const JT Legend: SECTION D—D (ABUTMENT 1 & 3) #470; Tot 4 ---- Indicates Existing Structure DETAILS ALONG LEFT EDGE OF WIDEN DECK 12'-0" Indicates New Construction %II _ 1 _oil Add i ti ono 1 #11 0 Tot 5 Notes: M Note:Abut Stem Reinf at front face The Contractor shall verify all 1. Expanded Polystyrene, same 0-13 2. Remove Expanded Polystyrene Min 4" from all controlling field dimensions before thickness as bearing pad 13_1 exposed surface no less than 7 days after EXTERNAL SHEAR KEY DETAIL ordering or fabricating any material. superstructure concrete has been placed. %2" = 1'-0" DESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BRIDGE d% CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF BY S. DESALEGN CHECKED STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a DETAILS M. ANDRASEK D. KIM PROJECT ENGINEER POST MILE QUANTITIES BY D. KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION 11.63 ABUTMENT DETAILS NO. 3 SIGN OFF DATE a DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 1 14 54 N 777 54 -0980 -f -a01 dt03.dgn 4" Fillet ,#4 I I �\yP ti Z Exist L _ Brg Abut 1 #5 #6 --- or ------1 Dowels #4 x 5'-3" Q 18" Tot 5 Note: 1. For Details of Section B- B, see Line "Abutment Details No. 5" sheet. 1" Expanded Polystyrene, Typ \0Abut Backwall N/, ._- Reinf, Typ #9 Abut Front Face Reinf n;' \ Edge of Exist Deck #47\tel/ #4 Q 18 Extend 1'-10" #5 �, ^' into footing SECTION A -A (ABUTMENT 1)_ (/2" = 1'-0" Exist Structure Widen Structure 2'-0" #6 �� or � Q 1'-4" Vert & 1'-0" Horiz Tot 12 Drill & bond in 12 deep hole 4" Expanded 1'-9" End of Top of polystyrene 2'-1" Min Approach Slab (Front BB) (Behind BB) Deck Slab #5 Tot 6 ---- ---\ _---- — — -- — — Bearing pad Brg Abut 1 "D" Line I 1 1" C. d d #5 Tot 2 I H — 13 r/ #5 �� Tot 2 — I � I r , r Const Jt -/ --------- 12'-0" Additional #11 (4 12 Tot 5 "' I Place within Abutment seat and place parallel to Z Brg Abut 1 #9 Abut frontlface Reinf, extend into shear key Abut Backwall Reinf, Typ� "D" Line Bearing pad DISTI COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET Legend: 08 1 SBd 15 9.82/11.94 271 1 310 — -- — Indicates Existing Structure Indicates New Construction 6/zz/1z , OFESSION REGISTERED CIVIL ENGINEER DATE ef,� q< ® Indicates Deck Closure Pour h� MOHAN S. CHAR Indicates Bridge Removal (Portion), Location B ND, 57894 m K A Brg Abut 3� #4 #4 x 5'-3" Q 18" Tot 5 xpan e BO -13 Polystyrene 13-2 #4 >, Q 1 '-6" Tot 4 1 I C I #5 12 Exist RW Edge of Exist Deck —J SECTION A -A (ABUTMENT 3) "D" Line (/2" = 1 '-0" Widen Structure Exist Structure Top of 4" Expanded polystyrene Deck Slab"""�� -- (Fro Min #5 Tot 6 #6 1�\, or 2�. (4 1'-4" Vert & 1'-0" — — — (Front EB) Horiz Tot 12 Drill and bond in 12" deep hole -------------- --- —_ �--� I 1'-9" End of I I Approach Slab A 1" Expanded B0-13 I (Behind EB) Ir Polystyrene 13-2 I I 1" Expansion I Jt Filler I L — BO -13 Expanded Polystyrene o 13-1 same thickness as #4 �� 1= 6" Tot 4 bearing pad = — I Abut Stem Reinf Abut Stem - #4 x 5'-3" Reinf #4 Tot 6 #4 x 5'-3" I � #4 0 n Tot 6 INTERNAL SHEAR KEY DETAIL (ABUTMENT 1 Note: /2 = 1 '-0" The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. -11 Typ co —#5 Tot 2 I #5 Tot 2 h I #5 Q 12 I Const Jt \--------- -------- �—T'IT1ZT_7_��IT 12'-0" _---Additional #11 I Q 12 Tot 5 I M Place within Abutment seat and place parallel ton C Brg Abut #9 Abut front facelReinf, extend into shear key INTERNAL SHEAR KEY DETAIL (/2" = 1'-0'l f7i11in,WI �I PLANS APPROVAL DATE EXP 6/30/14 eT D. KIM .0 The State of California or its officers or agents CIVIL shall not be responsible for the accurocy or �q�Olp PREPARED FOR THE ca4oleteness of electronic copies of this plan sheet. OF CALIF BRIDGE NO. CITY OF FONTANA #5 F 8353 SIERRA AVENUE DESIGN OVERSIGHT ROBERT ZEZOFF FONTANA, CA 92335 LDESIGN 9Y S. DESALEGN #4 Q 18 AECOM TECHNICAL SERVICES INC. #4 999 TOWN & COUNTRY ROAD Extend 1'-10" 54-0980 into footing ORANGE, CALIFORNIA 92868 — ------ a #9 Abut Front M. ANDRASEK IES By D. KIM Face Reinf DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE 11.03 Exist Brg Abut 3 NO. 4 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) a #6 or Dowels Edge of Exist Deck —J SECTION A -A (ABUTMENT 3) "D" Line (/2" = 1 '-0" Widen Structure Exist Structure Top of 4" Expanded polystyrene Deck Slab"""�� -- (Fro Min #5 Tot 6 #6 1�\, or 2�. (4 1'-4" Vert & 1'-0" — — — (Front EB) Horiz Tot 12 Drill and bond in 12" deep hole -------------- --- —_ �--� I 1'-9" End of I I Approach Slab A 1" Expanded B0-13 I (Behind EB) Ir Polystyrene 13-2 I I 1" Expansion I Jt Filler I L — BO -13 Expanded Polystyrene o 13-1 same thickness as #4 �� 1= 6" Tot 4 bearing pad = — I Abut Stem Reinf Abut Stem - #4 x 5'-3" Reinf #4 Tot 6 #4 x 5'-3" I � #4 0 n Tot 6 INTERNAL SHEAR KEY DETAIL (ABUTMENT 1 Note: /2 = 1 '-0" The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. -11 Typ co —#5 Tot 2 I #5 Tot 2 h I #5 Q 12 I Const Jt \--------- -------- �—T'IT1ZT_7_��IT 12'-0" _---Additional #11 I Q 12 Tot 5 I M Place within Abutment seat and place parallel ton C Brg Abut #9 Abut front facelReinf, extend into shear key INTERNAL SHEAR KEY DETAIL (/2" = 1'-0'l f7i11in,WI �I eT D. KIM cHE°KE° A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF LDESIGN 9Y S. DESALEGN CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a M. ANDRASEK IES By D. KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE 11.03 ABUTMENT DETAILS NO. 4 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 15 54 N FILE _>54-0980-f-a01dt04.dgn 8" Exist Ret #6 1 � a Tot 3 , Wall LOL Abutment 1'-10" Max drill and bond in 6" deep hole IT"'T I I I I I I I Exist Ret Wall I I I I I I I I +I i I I Abut Ftg Reinf ---, 3--- - - -- -- #5 Tot 8 ---- �j7_1 tl #5� CA6 0 i Bot of Abut 3 Ftg Elev 1748.0 FA ~ U Not all Piles shown Driven Steel--) P i 1 e, Typ Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 8" \"p 0.\ # 5 _� 1 Q 1'-6" Tot 6 Bot of Exist Ret Drill and bond dowel in 6" Wall Ftg Elev 1752± deep hole ,� \ uonst ut "—Exist Footing Key SECTION G—G /2" = 1 '-0" (Abutment 3) #5 x 8'-0" @ 12 Tot �_ Brg Abut 3 #9 x 8'-3" C4 12 Tot 7'-5" r � \ 2" Clr` Exist --------------------- — ----- (I Brg Abut 1 #4 CA 18 6" 1 Exist Reinforcements to be cut and bent to fit SECTION B—B 2'- 0" #6 � A 1'-6" Vert Tot 4 drill and bond in 12" deep hole #4 Tot 3 (Extend Into Footing) ,-;,—Abutment Reinf COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 1272 1 310 I ' �� K_/f/ `f�/`� 6/22/12 QIyOFESSl0N REGISTERED CIVIL ENGINEER DATE ef,� q< MOHA N S. CHAR i W 5 A PLANS APPROVAL DATE 4 No. EXP. 6/3 789 4 The state of California or its officers or agents CIVIL shall not be responsible for the accuracy or 0/14 �q>Fo�'tir coWleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 Abutment Reinf 1'-0.. 45 �N C3 16 2'-0" #4 � @ 18 2'-0" 3/8" = 1 '-0" (Abutment 1 shown, Abutment 3 similar) Brg Abut 1 Legend: — -- — Indicates Existing Structure Indicates New Construction Indicates Bridge Removal (Portion) Limits of typical #9 9 12 footing reinforcement I #9 @,12 max tot 14 I FOOTING CORNER REINFORCEMENT (ABUTMENT 3 No Scale Exist Brg Abut 3 eT D. KIM cHE°KE° A SIVATHASAN PREPARED FOR THE BRIDGE N0. DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF LDESIGN 9Y S. DESALEGN CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a ^ M. ANDRASEK IES By D. KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE 11 .03 ABUTMENT DETAILS NO. 5 II a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNI T 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET Of FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 16 54 N FILE _> 54-0980-f-a01dt05.dgn F - - - - L Pilaster, Typ �i � (�Light Pole Chain Link Railing Type 6, (Mod) C--------------------C---� -- — — — — — — — — — C---� -- -- — —— — — — — — — — — — I I Brg Abut 3 1 1 -j j I I I Conc Barrier I I 1 4" Expanded I I Polystyrene, BO -13 I I I I Type 26 (Mod) I L EB I- 1 j See "Note 2" 13-1 I I Approach Slab I I I --1------------------L--L--- I I I----------------J--J--------------1 li I I I ----------------- �1--------I I-- ------------------ --------------� #4ne12 Ii I I I #4 @ 18 1'-101/2" — — — — — — — — — — — — — --- — — — — — — --- — — J — — — — - - — — — — — — — — — — — — — — — I� I I 1 COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 12731 310 I ' �� K_/f/ `f�/`� 6/22/12 Q1yOFESSl0N REGISTERED CIVIL ENGINEER DATE ef,� q< MOHAN S. CHAR i A PLANS APPROVAL DATE No. 57894Exp 6/30/14 The state of California or its officers or agents CIVIL shall not be responsible for the accuracy or �q;Z,o�'tir coWleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 Ir -7 / r --n Ir- i Const J #5 (A 12 Return Wall Reinf Extend 1'-10" into footing (inside & outside) RETURN WALL MIRROR ELEVATION 1/2" = 1 '-0'l (Abutment 3 Left shown) Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. Notes: 1. Remove Expanded Polystyrene min 4" from all exposed surface no less than 7 days after Deck / Approach Slab Concrete has been placed. 2. For Curtain Wall Reinforcement, see "Abutment Details No. 3" sheet Geocomposite Drain 2' Typ See "Structure Approach Drainage Deta i I s No. 2" sheet Structure Approach --L- I Note: SECTION L -L Not all piles shown. No Scale eT D. KIM cHE°KE° A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF I L Pilaster i (beyond) #9 Cont I I I I I I Chain Link Railing Type 6 (Mod) MOHAN S. CHAR 54-0980 I a ^ #4 @ 18 M. ANDRASEK IES By D. K IM CHECKED A S I VATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER 11 li tot 2 I I I I SIGN OFF DATE (Inside & Outside SCALE IN INCHES I DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET Of FOR REDUCED PLANS II i r-------------------- i EARLIER REVISION DATES Conic Barrier B11-54 Type 26 (Mod) N FILE _>54-0980-f-a01dt06.dgn face) #5 Cont i I 00 I I Outside I 1 face i i-----------------� RW LOL I o 1 1 II Retaining Wall 0 00 ----------- CIP/PS Box Girder --- --- ---- i -- __ �+ -_ -----_ I I I Expanded Exp Joint B04 i i See "Note 1"' r-----------------------�--i #9 tot 2 - - - - - k: - - - #4 n TP L o 3 i' I 1 Return Wall r-----------------------� �1 # Slope Paving (Rock Blanket) #5� I I I I Inside face FG #5(—Cay 6 #5 9 6 (Inside face) I I (Extend into Footing) I ------------ I I I I #5 (A 12 I I I I I I I I I I I I I �I II �I —Y Y #4 Cont 1,-0 Outside face #5 Ca 12 (Outside face) 14 1 (Extend into Footing) Ir -7 / r --n Ir- i Const J #5 (A 12 Return Wall Reinf Extend 1'-10" into footing (inside & outside) RETURN WALL MIRROR ELEVATION 1/2" = 1 '-0'l (Abutment 3 Left shown) Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. Notes: 1. Remove Expanded Polystyrene min 4" from all exposed surface no less than 7 days after Deck / Approach Slab Concrete has been placed. 2. For Curtain Wall Reinforcement, see "Abutment Details No. 3" sheet Geocomposite Drain 2' Typ See "Structure Approach Drainage Deta i I s No. 2" sheet Structure Approach --L- I Note: SECTION L -L Not all piles shown. No Scale eT D. KIM cHE°KE° A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF LDESIGN 9Y S. DESALEGN CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a ^ M. ANDRASEK IES By D. K IM CHECKED A S I VATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE 11 .03 ABUTMENT DETAILS NO. 6 II a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET Of FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 17 54 N FILE _>54-0980-f-a01dt06.dgn DISTI COUNTY I ROUTE """ '""" """' Begin RW No. 1 TOTAL PROJECT N SHEETS 1 '-2" D" Line 53.00' LT _ End RW No. 1 08 SBd 15 9.82/11.94 274 310 ------------- - im Sto 609+32.42 // 7 "D" Line 53.00' LT Edge of deck = �// i- I Sta 609+54.42 6/22/12 Q,,OFESS10 RW1 LOL ,/ �- I - ::: I RW1 LOL REGISTERED CIVIL ENGINEER DATE �e� ASF — — — — — — / _ _ �_________ u 2 — — — — — ,' j , N 89022'0" E MOHAN S. CHAR m ��,r----------- I m No. 57894 .,�__-Z---______) = PLANS APPROVAL DATE A ------ ,� I 1 I E 6/30/14 I I I I B 11 _ 54 P i I aster The State of California or its officers or agents CIVIL shall not be responsible for the accuracy or �q tip I hain Link Railing coWleteness of electronic copies of this plan sheet. OF CALIF° I Type 26r(Mod) I Type 6(Mod)8353 SIERRA CITY OF FONTANA ENUE L--7->� , �/ I ,� I FONTANA, CA 92335E / �� / >-- -------I I i Structure ,� -- II� D Approach AECOM TECHNICAL SERVICES INC. Abut Ftg / / / / / I r End of RW LOL� 999 TOWN &COUNTRY ROAD 1'-6" 5'-0" Measured Along RW LOL I Structure I ° °O ORANGE, CALIFORNIA 92868 Approach >>' /' /' /� Top of wall /.�,� Retaining Wall Type 1 Retaining Wall Type 1 �,' �, Abut (Pile Footing) (Spread Footing) , Backwall � TPB I I 63-1 Retaining Geocomposite GL Brg Abut 3 j (Th' PLAN Wall Type 1 Drain- %11 = i - Total Length = 22'-0" (Measured Along RW1 LOL) B3-1 BO -1 4" Expanded Begin RW No. 1 Retaining Wall Type 1 End RW No. 1 Polystyrene 13-1Conc Barrier 7'-0" 8'-0" 7'-0" Length •- See Note 2" Type 26 (Mod), Typ H = 14' H = 10' H = 4' Design "H" FG 0 I I I I I I Brg Abut 3-1 I EB --� P i I aster, Typ I I See "Structure nI— —-------------L--L---— — — — — — — — — - Approach �— I I IL_ Top of Drainage Details — — — — — — — — — — — — — — — — — — — — — — — I III ---------------------- -------- � Approach Slab No. 2" sheet I I Ili I — — — — — — — — — — — — — ---------- J Lig—— — — — — — — — — — — — — ------- O 1l(is ter Chain Link Railing 11 r- iii I I Type 6 (Mod) I Exp BO -3 Driven Steel 3 I Conc Barrier B11-54 Joint 3-4 Pile, Typ 1 Type 26 (Mod) I I I li ji I RW LOL° SECTION H -H ------ --- --- -----------------------------UI it No Sccle Top of wall ----- - ----- Ftg Key TPB CIP/PS , not shown, Box Girder i , o Typ Geocomposite 3 i ,/ ,I FG Drain K - Slope Paving (Rock Blanket) i Ft Ste 83-8 U) ( P� Typp B3-1 Retaining Wall i Type 1 a See "Structure Apoach �~ Notes: Drrainage Details I No. 2" sheet Driven Steel 1. For bottom of footing elevations, see b H Pile, Typ "Foundation Plan" sheet. O N c-� 2. Remove Expanded Polystyrene min 4" from \ all exposed surface no less than 7 days after Deck/ Approach Slab Concrete has Datum Elev =1750.00 been placed.. J Note:609+25609+25 609+50 SECTION K—K shall verify all MIRROR ELEVATION Thew controlling field dimensions before 3 No Sccle ordering or fabricating any material. DESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) BY S. DESALEGN CHECKED STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a DESIGN OVERSIGHT ROBERT ZEZOFF DETAILS M. ANDRASEK D. KIM PROJECT ENGINEER POST MILE QUANTITIES By D. KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION 11.03 RETAINING WALL NO. 1 LAYOUT SIGN OFF DATE a DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER &PHASE 0800000237 EARLIER REVISION DATES 7/ 08 10/ /OB 4/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 12 1 6/22/12 1 18 1 54 FILE _> 54-0980-g-rw_IoOl .dgn Stagger 2'-0" I�C Column I Varies 45'-0"• See "Note 6" 5 .o a4 13 or CA4 B7-1 U-7 0 > Min lap 2'-6" 2 _6" �I Symmetrl co about Column -73/,11 Min lap #7 Stirrups Spacing BridgeColumn 41 /-9YI611 Tot 8 37 e 4 Opening, .Couplers MechaniNo• • 1 Line " • Casing See "Note 1" I SIDI ice), Typ 0 Indicates Deck Closure Pour Note: `1'e or i ( The Contractor shall verify all _ Couplers (Service SpI ice), Typ - ( �iriillllllllllllllll �umm�nuunw •am::::::umml - 11111 �i2�► 7��i -- a:�i��llll�fl�i �_ _Y��A V ` � 111111111 _ - „111111111111111 - _ illi lu111nar� -- •r��lllll�► 1111��11�� Typ LION • DESIGN BY D. KIM I�l!!Sllli�mon '1W111111 Illll-- l�l��, BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) __ - -�JII - IIII�o��1�\��ir��1\»� - CHECKED D. KIM Edge of Deck Outside face of exterior Girder 1'-6" Min at top & varies #14 cont J (bundled) Top Reinf (No lap splice allowed) Type 26 (Mod) 3'-0" #7Tot 8, Typ at each end 3'-0" Edge of Deck Parabolic --' Curve, Typ See "Note 3" FG = Approx OG 0 1 — — — — CL Bridge 13'-9"± 11/_911 1 9'-03/A11± (� Exist Column 35'-1 Outside face of (L Exist Duncan exterior Girder Detail 1 \ Canyon Rd ,at bottom See "Note 5" / i�7t \ #14 cont -) \ 4'-7%' ♦ (bundled) Bottom Reinf (No lap splice allowed) PLAN -/16 = 1 -0 Varies f \ , DI\ 6n!q 27 "■■�■■ • LM • '■■�I■ iQ6 37 C44 I�I ( Stagger 2'-0" Typ at top i - I Stagger 2'-0" I�C Column I Varies r Typ See "Note 6" 5 .o a4 13 or CA4 B7-1 U-7 0 > Min lap 2'-6" 2 _6" �I & varies Min lap Min lap #7 Stirrups Spacing 27 a 4 Tot 8 37 e 4 Place normal to & space along (L Bent See "Note 1" I 0 Indicates Deck Closure Pour Note: Mechanical or i ( The Contractor shall verify all SECTION G—G Couplers (Service SpI ice), Typ ( ( 3�6" 6'-0" Lap Conc Barrier Typ LION Type 26 (Mod) 3'-0" #7Tot 8, Typ at each end 3'-0" Edge of Deck Parabolic --' Curve, Typ See "Note 3" FG = Approx OG 0 1 — — — — CL Bridge 13'-9"± 11/_911 1 9'-03/A11± (� Exist Column 35'-1 Outside face of (L Exist Duncan exterior Girder Detail 1 \ Canyon Rd ,at bottom See "Note 5" / i�7t \ #14 cont -) \ 4'-7%' ♦ (bundled) Bottom Reinf (No lap splice allowed) PLAN -/16 = 1 -0 Varies f \ , DI\ 6n!q 27 "■■�■■ • LM • '■■�I■ iQ6 37 C44 I�I ( Stagger 2'-0" Typ at top i - I High Point 4'-0" Typ I �- Outside face of Edge of exist exterior Exist Deck Girder DIST COUNTY ROUTE TOTAL.PROJECT J No SHET E 08 SBd 15 9.82/11.94 275 310 IM,& -/A- i2A - 6/22/12 2SOFESSION REGISTERED CIVIL ENGINEER DATE e„� q< MOHAN S. CHAR i No. 57894 A PLANS APPROVAL DATE Exp 6/30/14 The State of California or its officers or agents CIVIL shall not be responsible for the accuracy or Q�'\r oncipleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 G Bent Cap Bolster, Typ —13Mill or C44 2'-6" �� f. 2/-511 Min lap Min lap 1'-6" Min varies Exist CL Exist Duncan 5 L_ @ q Column Canyon Rd > I 6" Min lap Notes: Profile Grade & varies) 1. 11.Adjust stirrup spacing to avoid conflict with prestressing ducts. 2. Measured from high point of column. 3. For Column Reinforcement, see " Bent 1—#5, FCq 9 max Tot 16, Deta i I s No. 1 " sheet. Typ at each end 2'-0" 4. 4. For Footing Reinforcement, see "Bent %Details No. 3" sheet. 38" Dia Utility Opening for \1 ; 5. For Detail 1, see "Bent Details No. 2" sheet. 30" Dia Casing n See "Note 6" \ / 6. Stirrup spacing in the utility opening shall o be 4" in lieu of 2/3 the spacing ofadjacent B7-1 j reinf in "Note 6" in o U-7 -- B7-1 U-7 Begin Parabolic Flare, Typ 7. Adjust vertical ties to clear utility opening. I Stagger 2'-0" 18" X 26" Typ at bottom Utility Opening (SCE) C 22" Dia Utility See "Note 6" Opening.for 12" Dia Casing I I Legend: See "Note 6' 67-1 U-7 B7-1 U-7 High Point 4'-0" Typ I �- Outside face of Edge of exist exterior Exist Deck Girder DIST COUNTY ROUTE TOTAL.PROJECT J No SHET E 08 SBd 15 9.82/11.94 275 310 IM,& -/A- i2A - 6/22/12 2SOFESSION REGISTERED CIVIL ENGINEER DATE e„� q< MOHAN S. CHAR i No. 57894 A PLANS APPROVAL DATE Exp 6/30/14 The State of California or its officers or agents CIVIL shall not be responsible for the accuracy or Q�'\r oncipleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 G Bent Cap Bolster, Typ —13Mill or C44 2'-6" �� f. 2/-511 Min lap Min lap 1'-6" Min varies Exist CL Exist Duncan 5 L_ @ q Column Canyon Rd > I 6" Min lap Notes: Profile Grade & varies) 1. 11.Adjust stirrup spacing to avoid conflict with prestressing ducts. 2. Measured from high point of column. 3. For Column Reinforcement, see " Bent 1—#5, FCq 9 max Tot 16, Deta i I s No. 1 " sheet. Typ at each end 2'-0" 4. 4. For Footing Reinforcement, see "Bent %Details No. 3" sheet. 38" Dia Utility Opening for \1 ; 5. For Detail 1, see "Bent Details No. 2" sheet. 30" Dia Casing n See "Note 6" \ / 6. Stirrup spacing in the utility opening shall o be 4" in lieu of 2/3 the spacing ofadjacent B7-1 j reinf in "Note 6" in o U-7 -- B7-1 U-7 Begin Parabolic Flare, Typ 7. Adjust vertical ties to clear utility opening. I I I I I Legend: N � N N - - -- Indicates Existing Structure o I 0 Indicates Deck Closure Pour Note: oc Indicates Bundled Bars The Contractor shall verify all SECTION G—G a controlling field dimensions before See Note 4" 3�6" ordering or fabricating any material. DESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF BY S. DESALEGN DETAILS CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a M. ANDRASEK BV CHECKED PROJECT ENGINEER POST MILE BENT 2 LAYOUT ii SIGN OFF DATE QUANTITIES D. K I M A S I vATHASAN DEPARTMENT OF TRANSPORTATION 1 1 .03 a DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 ,I 11 11 12 5/ 12 6/22/12 1 9 54 N FILE _> 54-0980-h-b01-1001.dgn Column 4" Expanded polystyrene Column #8 ,--a- ( ) e� DISTI COUNTY I ROUTE TOTAL' PROJECT J No SHEETS 08 1 SBd 15 9.82/11.94 1 276 1 310 between column flare and BO -13 Top of Bent Cap —?E � soffit. Secure to column 13_1 with adhesive. -6/22/12 . �� OFESSt eR ONq� � + ♦ �o REGISTERED CIVIL ENGINEER DATE F2 � ♦ � � MOHAN S. CHAR z CE Bent — — — 1\1 I — — m PLANS APPROVAL DATE No. 57894 A Exp. 6/30/14 The state of California or its officers or agents C I V I L I shall not be responsible for the accuracy or �q�o♦p Q i r completeness of electronic copies of this plan sheet. CALIF I r� CITY OF FONTANA zo8353 2 -6' SIERRA E Const Jt + FONTANA, CA 92335 5" Clr C 6", Typ • �� AECOM TECHNICAL SERVICES INC. -- --T-- - See "Note 4" I 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 6 -0" #7 (A 6' Min, #8 7'-0" Max &varies J- 7'-0" Max &varies 18" Max &varies iv 9 4Elm Ez3 Gtr W EEE] L 14'-0" Max & varies 8 J SECTION C—C _ ,LO 0II ♦1 , 7D #7 / W. = 1,_0.. #5� or Flare reinforcement j ) / c Column cE #8� # 1 1 _ 0 W N L #5 0 o a= N 1 11 1a 11 2'-0" O F 0 _ + #7 ( Tot 26 • ~ ~ ,. Begin flare ♦_ / Mechanical Couplers o (D_? • + bars See "Hoop and Tie" Detail (Service Splice) (Stagger), Typ Q) 2 or CE Bent a N E SO cn �— OI FG = Approx OG 2: COO # — ——— — -- t r co IO Hoo reif or -cement Main Column o U N • r reinforcement + • (bundled) + • ~ ~ Begin Parabolic flare SECTION B—B Stop column main (/2" reinf #14 Tot 8 at top of footing Column Const Jt 2-#8 Bundled Hoo HOOP AND TIE DETAIL ~ ~ No Scale T � - I r + #14 Tot 48 (24 bundles) • • CE Column v v Columns �I • CE Bent � o Q 4" Expanded t t Polystyrene Typ o Typ Get + + 6" Clr 13-1 r ♦ �L " •' Soffit �{ COLUMN REINFORCEMENT Bent t Typ SECTION A—A (Not all column reinforcement are shown) r - 1 0'. Notes:t #14 Tot 40 2 1" Chamfer O 1. Adjust hoop spacing to clear Bent Cap 3. For "Sections D -D, E -E and F -F", see 2-#8 t. r Typ bottom main reinforcement "Bent Details No. 2" sheet. Bundled + • Hoop • 2. All hoops shall conform to "Ultimate 4. Remove expanded polystyrene min 4" o Butt Splice" requirements from all exposed surface no less than 7 days after superstructure concrete o NotTheeContractor has been placed. shall verify all SECTION I—I COLUMN FLARE ISOLATION DETAIL o controlling field dimensions before %2" = 1'-O" 3 „ /8 1'-0" ordering or fabricating any material. DESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF DETAILS BY S. DESALEGN CHECKED STATE OF CALIFORNIA MOHAN S. CHAR D. KIM 54-0980 a SIGN OFF DATE M. QUANTITIES BY D. ANDRASEK KIM CHECKED A S I VATHASAN DEPARTMENT PROJECT ENGINEER OF TRANSPORTATION POST MILE 1 1 .03 BENT DETAILS NO. 1 a DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 105/ 11 9/ 11 3/ 12 5/ 72 6/22/12 1 20 1 54 N FILE _> 54-0980-h-b01dt01 .dgn DISTI COUNTY I ROUTE TOTAL PROJECT 1 No SHEETS IF #7 ",,,,,-- �,, Or 08 SBd 15 9.82/11.94 277 310 #7 Or =k#7 Column =h CL Bent See "Note 4" LE /A �2 A 6/22/12Q1y0F ESSlON C Girder �� Column Bent Cap face, Typ REGISTERED CIVIL ENGINEER DATE �e� q<F Typ #14 (bundled vertical Iy) h MOHAN S. CHAR 01 z No, 57894 A \ \ \ PLANS APPROVAL DATE 6/30/14 II The state of California or its officers or agents E CIVIL tip ` N N N N N N N N N N N N N N N N N N N N --J \ shall/Bnot ebe responsible iCfor c thieesaccuracy s orlOn sheet.�CALIF --------- o I 111111114 rill NIAT Vill 11Nr\ 11 11411111 1\ 11 IN 1119/11'llk NI 1111111111111111111111111111 CITY OF FONTANA 8353 SIERRA AVENUE CL I FONTANA, CA 92335 Bent AECOM TECHNICAL SERVICES INC. 2'-0"999 \ 999 TOWN &COUNTRY ROAD #7 5 Q 18 Tot 12 Notes: ORANGE, CALIFORNIA 92868 Typ at each side _ _ # U1. Indicates clearance to main cap Reinforcement. #5 X 18'-0" a 18 _-ZTyp 2. Indicates clearance to #11 Tot 12. Reinforcement 1H 11 may be adjusted as necessary to accommodate \ / prestressing ducts as directed by the Engineer. 3. Place J -Bars Total 92 transversely within 6'-0" J -Bars— 1111111111111111 1111111111 extending from either side of column centerlines and J -Bars shall hook around the longitudinal top deck Reinforcement, top mat. Place J -Bars SECTION D—D-------- to ----------------------- - to miss prestressing ducts. 11/2 = 1'-0" 4. Adjust vertical ties to clear utility opening. Note: For information not shown see "Section E -E" 5. For Bent Cap Stirrups Details, see "Bent 2 Layout" sheet. #14 Column 8 Column Main Reinf \ hoop 6. Adjust reinforcement to clear Prestressing Ducts. CL Bent `� \o � 1211 1211 6- 0 6- 0 8'-0"1 #6 12 Place normal to and Limits of #4 J -Bars ^16, (b �o 3'-6" 4'-0" 4'-0" space along C Bent a sa, 43 Hooks to be located "a Typ - Top Slab in place between top SECTION F—F^ ' o 0 3 =N Reinf, of Typ & bottom deck I #7 Typ A i Const ' longitudinal Reinf �z = 1 0 cMp e5 � #5 9 max Tot 16 B7 31 Typ Bent Cap #41 4" F i I I et Typ , , ;k1 O< face, Typ J -Bars 2" Clr 3" min Alternate length Typ See "Note 2" 0.err Outside face #7 < l x 3' , 311,' of exterior 24" and 30" (Total 92) #14 Cont Tot 44 `L,.�° ,� Girder at top See "Note 3" (22 bundles) 6 -0" Lap e a #11 Cont Tot 12 #8 Tot 14 Typ See "Note 4" `�e — -�I H+-- -� See "Note 6" #7 stirrups i 10 _ _ _ _ _ _ _ _ _ _ _ _ (At column) 0�c><<=J�°xo -- - exterioragiof rder at w 8", See ze Ut i I i ty top of bottom slab o Bottom s ll ab #4 `' Opening Re "Note 1" #6 ��(A 12 12 #14 Cont Tot 36 Const it 12" � -HFFf-�� , � G (18 bundles) Girder, Typ Column Reinf _ #5 / N \� #6 C4 4 Tot 2 per girder Slab Face ) Place vert legs at obtuse N SECTION E—E SECTION H—H B7-10 Reinf corner side, Typ A No Sca I e U-7 Z_ Bent ,/ Face of Note: Not all column Reinforcement shown. ' \ C Column F Note: For other Reinf not shown, see "Section E -E" Note: ` The Contractor shall verify all DETAIL 1 a controlling field dimensions before [L Column 3/81 ordering or fabricating any material. DESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) BY S. DESALEGN CHECKED STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a DESIGN OVERSIGHT ROBERT ZEZOFF DETAILS M. ANDRASEK D. KIM PROJECT ENGINEER POST MILE QUANTITIES 6Y D. KIM CHECKED A S I VATHASAN DEPARTMENT OF TRANSPORTATION 1 1 .03 BENT DETAILS NO. 2 F SIGN OFF DATE F DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES I I I I I I UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 21 54 FILE _> 54-0980-h-b01dt02.dgn 3" Cir Typ 0 I L0 L U d T M Column main Reinf (bundled) - Const Joint Column FG = Approx OG #8 Column Hoops (bundled) 6" Max #10 Typ #71 Tot 175 ELEVATION headed bars 1/4 = 1'_0'' Bottom Mat Reinf I Top Mat Reinf I Column #7 1 Both ways Hook around top and bottom mats Place outside of 16'x16' limit of #7 headed bars Face of exterior #18 Girder at top � Brg Abut 1 4'-0" Edge of Deck / #6 top and ,o bottom Tot CK Footing I #10 Tot 27 (Top) #6 / Tot 8 diaphragm FOOTING PLAN 1/4" = 1'-0 Reinf at top FI--- I 16'-0" I I I I 0 I I I of I I #18 Tot 53 I (Bottom) I I I #18 Tot 53 eZ40,40 (Bottom) I 32'-0" r FOOTING PLAN 1/4" = 1'-0 Reinf at top FI--- —I Edge of Deck I I I I I I eZ40,40 HBO, I I I I I I I I 4 I I I I I I I I #6 Transverse L— or//mrmio, 00 — I — I — I Deck Slab Reinf i _ — i - - 4 -r 7 (Length varies) i ordering or fabricating any material. No Scale I I I I #10 Tot 27 (Top) Face of end Diaphragm C Bent 2 - — Limit of #7 2 headed bars #6Tot 8 diaphragm Reinf at top p #6 � Tot 2� 4'-0" Exist #6 Tot 10 f1rT A T 1 A — �- Girder, Typ #6 Transverse Deck Slab Reinf (Length varies) r,,� a �— Brg Abut 1 - >, Face of end / I") ~ Diaphragm�� #6 Transverse Deck Slab Reinf (Length varies)— Girder, aries)— Girder, Typ--- - #6 Transverse Deck Slab Reinf (Length varies) —Face of exterior ---- Girder at top Edge of Exist deck COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 12781 310 r' 6/22/12 QROFESSI0 REGISTERED CIVIL ENGINEER DATE ef,� q< m MOHA N S. CHAR z No. 57894 A PLANS APPROVAL DATE � E,� 6/30/14 � The State of California or its officers or agents .CIVIL shall not be responsible for the accuracy or s>,o�'tir ca4oleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 Face of exterior Girder at top Face of endue Diaphragm / yam/ C Exist Brg Abut -1 Deck Closure Pour Exist Deck Brg Abut 3� 4'-0" #6 top and I bottom i o Tot 2 I 0 I , I ti #6 Tot 8 diaphragm - - Reinf at top DETAIL 3 No Scale Face of end Diaphragm - C Brg Abut 3� / #6 4'-0" Exist #6 Tot 10 a T #6 / Tot 8 diaphragm Reinf at top 0 e' Tot 2 Edge of Deck I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I #6 Transverse L— J— — I — I — I Deck Slab Reinf i _ — i - - 4 -r 7 (Length varies) i ordering or fabricating any material. No Scale I I I I J CL Girder, Typ CHECKED A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF BY S. DESALEGN DETAILS CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 i---4 — —t —i 7 M. ANDRASEK QUANTITIES BY D. K I M CHECKED A S I VATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE 1 1 .03 BENT DETAILS NO. 3 II a DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING Face of endue Diaphragm / yam/ C Exist Brg Abut -1 Deck Closure Pour Exist Deck Brg Abut 3� 4'-0" #6 top and I bottom i o Tot 2 I 0 I , I ti #6 Tot 8 diaphragm - - Reinf at top DETAIL 3 No Scale Face of end Diaphragm - C Brg Abut 3� / #6 4'-0" Exist #6 Tot 10 a T #6 / Tot 8 diaphragm Reinf at top 0 e' Tot 2 "--Exist Deck Exist Brg Abut Note: 2��,, The Contractor shall verify all23 DETAIL 2 DETAIL 4 0 controlling field dimensions before ordering or fabricating any material. No Scale No Scale DESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF BY S. DESALEGN DETAILS CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a ^ SIGN OFF DATE M. ANDRASEK QUANTITIES BY D. K I M CHECKED A S I VATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE 1 1 .03 BENT DETAILS NO. 3 II a DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET Of FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 22 54 N FILE _> 54-0980-h-b01dt03.dgn Notes: 1. Indicates additional longitudinal side Reinforcement in the girders. See "Girder Details No. 1" sheet. 2. Indicates additional mild steel Reinforcement. See "Deck & Soffit Reinforcement" sheet. 3. Protect Exist #6 Transverse Deck Reinforcement in place 4. Indicates 6"0 formed hole (A 10'-0"± on center along �- Bridge for soffit closure pour. Adjust hole spacing to miss deck Reinf. Light Pole (beyond) 1'-0" Typ 5. For Pipe Support details, see "Miscellaneous Details No. 2 & No. 3" sheets. 6. For detail, see "Detail 4" on "Girder Layout No. 2" sheet. 7. For Existing bridge deck removal, see "Bridge Removal Plan No. 5" sheet. 8. For Pilaster & Light Pole details, see "Pilaster Details" sheets & "Electrical Plans." 58'-3" 52'-0" FALSEWORK RELEASE Alternative 1: Falsework shall be released as soon as permitted by the specifications. Closure pour shall not be placed sooner than 60 days after the falsework has been released. Alternative 2: Falsework shall not be released less than 28 days after the last concrete has been placed. Closure pour shall not be placed sooner than 14 days after the falsework has been released. When Falsework Release Alternative 2 is used, Camber values are 0.75 times these shown. 47'-9"± 5'-3" 13'-0" 3'-6" Refinish Exist Pilaster & Light Pole Bridge Deck See "Note 8"---, Typ Deck Drain Type D-1, �— - - - - - 'o See "Note 7' CI 1'-0" Min & a) 3'-8', 611 3'-3" 4" Dia Waterline in 12" Dia casing Varies, Typ (.0 >° Typ I See "Note 5" Typ 7'-10" I 7'-4" 7'-4" 7'-4" 7'-4" I 7'-4" I 7'-10" 6-5" Dia See "Closure Pour]TYPICAL SECTION Conduits (SCE) (Soffit)" Detail (/4" 1'-0" #6, S = 13" 6010 or B� / EB7-1 %4" Drip Groove 7- #5 Cont Tot 10 in Overhang #5 Stirrup �[ #8 x 47'-0" Tot 10 per girder over Bent 2 Typ, see "Note 1" B11 3/4" Drip Groove Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 1'-4" #11 Cont Tot 2 NIL Typ #4 Cont (A 18" Per Girder I U L #4 Tot 3 #8 Tot 2, Typ Per Bay #5 Tot 6 Per Bay #4 0112 Max Typ L #8 Cont Tot2 #10 Cont c Typ 5 Y211 #5 Cont Tot 7 2'-0" Typ Typ Min lap -31'-7" #4 a 13" CHECKE. A SIVATHASAN � C Bridge 26'-8" Chain Link Railing, Type 6 A "D" Line S-2 ROAD OC (WIDEN) C Girder �� "D" (mod) Typ BY S. DESALEGN DETAILS 1'-0" Min & STATE OF CALIFORNIA Typ Line Conc Barrier varies, Typ-6Drain 67-6 `�' See "Note 4" Profile Grade Type 26 (Mod) CHECKED A. SIVATHASAN 111 o Type D-1 ' POST MILE 11 .03 & Grade Break Typ oD I © © SIGN OFF DATE E 0 ORIGINAL SCALE IN INCHES UNIT 2232 2% REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 .N I• O 0810/ /084/ 09 12 10 5/ 5'-5" 4" Fillet I ~ Edge decko 10'-10" TypT 1 '-0" - O 0 I of a >Y Typ I N H I I I I I FALSEWORK RELEASE Alternative 1: Falsework shall be released as soon as permitted by the specifications. Closure pour shall not be placed sooner than 60 days after the falsework has been released. Alternative 2: Falsework shall not be released less than 28 days after the last concrete has been placed. Closure pour shall not be placed sooner than 14 days after the falsework has been released. When Falsework Release Alternative 2 is used, Camber values are 0.75 times these shown. 47'-9"± 5'-3" 13'-0" 3'-6" Refinish Exist Pilaster & Light Pole Bridge Deck See "Note 8"---, Typ Deck Drain Type D-1, �— - - - - - 'o See "Note 7' CI 1'-0" Min & a) 3'-8', 611 3'-3" 4" Dia Waterline in 12" Dia casing Varies, Typ (.0 >° Typ I See "Note 5" Typ 7'-10" I 7'-4" 7'-4" 7'-4" 7'-4" I 7'-4" I 7'-10" 6-5" Dia See "Closure Pour]TYPICAL SECTION Conduits (SCE) (Soffit)" Detail (/4" 1'-0" #6, S = 13" 6010 or B� / EB7-1 %4" Drip Groove 7- #5 Cont Tot 10 in Overhang #5 Stirrup �[ #8 x 47'-0" Tot 10 per girder over Bent 2 Typ, see "Note 1" B11 3/4" Drip Groove Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 1'-4" #11 Cont Tot 2 NIL Typ #4 Cont (A 18" Per Girder I U L #4 Tot 3 #8 Tot 2, Typ Per Bay #5 Tot 6 Per Bay #4 0112 Max Typ L #8 Cont Tot2 #10 Cont c Typ 5 Y211 #5 Cont Tot 7 2'-0" Typ Typ Min lap U I I #4 a 13" CHECKE. A SIVATHASAN Place normal to & space along 67-1 � -- I DUNCAN "D" Line S-2 ROAD OC (WIDEN) BO -5 B7-, B8-5 PART TYPICAL SECTION /2" = 1 '-0" BY S. DESALEGN DETAILS II I I I ' 7'-1011 C 16" Dia Waterline Edge of Exist in 30" Dia casing & new deck — See "Note 5" Match with Existing Slope "D" Line See "Closure Additional Pour (Deck)" Longitudinal Profile Grade Detail Deck Reinf & Grade Break see "Note 2" I� �� #5 spacing & location to match bottom transverse bars — #5 Stirrup IF Typ -Construction I I� Joint, Typ Additional Longitudinal Soffit Reinf See "Note 2" Legend: Indicates Bridge Removal (Portion) — -- - Indicates Existing Structure • Indicates Regular Reinforcement 0 Indicates Additional Reinforcement COUNTY I ROUTE ITOTAL'PROJECT J No SHEET SBd 1 15 1 9.82/11.94 1279 1 310 I 1 �/ &Z \1-9V1_ 6/22/12 QPOFESSIO,y REGISTERED CIVIL ENGINEER DATE �e Fy MOHAN S. CHAR i 57894 z PLANS APPROVAL DATE No. 6/30/14 ,H The State of California or its officers or agents Exp.CIVIL shall not be responsible for the accuracy or ompleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 ,,,,,,-Detail4 See "Note 6" 3'-0" Closure Pour I BO -5 2'-8" lAdditional ap Longitudinal I 5-2 deck Reinf --- Typ -- ---- o - 00 — 00 • N----------- • • • • • • • L #4 Tot 4 N C) #4 Tot 3 Exist #6 #5 (-- See Note 3" #5 Cont Tot 6, bottom CLOSURE POUR (DECK) 1 " = 1 '-0" Note: See "Falsework Release Notes". Exist #6 S= 13 B010 or B011 See "Note 311 Additional Longitudinal 1 _411 soffit Reinf See "Note 2" Typ min lap - L - U U I f U 5r/2„ Typ Typ I #5 Cont Tot 7 I 7'-4" f 'I CLOSURE POUR (SOFFIT) 3/4" = 1 '-0" #4 13" Typ DESIGN BT D. KIM CHECKE. A SIVATHASAN PREPARED FOR THE BRIDGE NO. -- I DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF BY S. DESALEGN DETAILS CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a ^ M. ANDRASEK QUANTITIES 9Y D. KIM CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE 11 .03 TYPICAL SECTION M SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ II 9/ II 3/ 12 5/ 12 6/22/12 23 54 ILE _> 54-0980-k-ts0l.dgn 7-71-7 DIST COUNTY ROUTE TOTAL PROJECT J No SHEETS � Brg Abut 1�,' 08 SBd 15 9.82/11.94 280 310 N MATCH LINE --ti, Soffit Access 14- /11 18'-0" B8-5 B7-1 CE Bent Z REGISTERED CIVIL ENGINEER 6DATE2 Opening, Typ Flare �p QROFESStONq` S_3 Outside face of �� / �� 20'-0" rn Top Transverse 7-1 exterior GirderCHAR i Detail 1 I Utility Opening, m _ \ -Deck Reinforcement w ND, 57894 Edge of Deck o Typ 4 Bent Cap U-7 at tap PLANS APPROVAL DATE A Opening for / 2 -0 (Top mat shown) E�,6/30/14 --------------------------------------------------------- ------ The state of California or its officers or agents CIVIL Deck Drain 67-8 / r---- ----------------- - ----- - - 7-10 pipe at Abut 1 I 18 12 I I I I I Z Girder, Typ >F pfd I ' I I I I I ' shall not be responsible for the accuracy or �q tip _ _ _ _ — — — — — — — — — _ _ COA(DIBtBnBBS of BIBCtrOOlC copies of this p/Oa sheet. CALIF See "Drainage Plans" \ _ = II + o ' - CITY OF FONTANA OOteln my 4" Fillet, Typ - - - - - - 12 - 8353 SIERRA AVENUE Tp m end Acute Corner /-y_ 0 1 8 B FONTANA, CA 92335 Diaphragms 12 (LDeck Drain Deck Drain illi) j Deck Drain /f /� / AECOM TECHNICAL SERVICES INC. $ta 605+51.00 Sta 605+75.00 I I I I I $to 606+50.00 / ' ,' L� 999 TOWN & COUNTRY ROAD _ _ _ _ _ _ _ _ _ _ 4- _ _ _ _ _ _ _ ORANGE, CALIFORNIA 92868 Soffit opening _ See "Note 3" -- 1I Soffit 2'-0" Z Deck Drain I I I I I 2'-9" to Z Waterline 12 TyPt B711 _ / 20- Sta 605+45.00 i i i i i & Soffit opening 12 _ - O PRESTRESSING NOTES: W - - - 2'-9" to Waterline 270 ks i Low Relaxation Strand: ' 18 12 3'-2" & Soffit opening i i i i I /�'� jack = 36,000 kips - - - - - - - D = _�- - �G aW aW I I I I W W W -_ y W Total Number of Girders = 8 -- _ - - - - - - - - - - - �- - - - - - - - - - DH Line _ I /,--------- -------------------------------- ----------------- IIIII-------------------------- -------------- Anchor Set - 3/g" in L- ------ ----- ---------------I---- ----------------- ----- ------ ----------------- --1// ------------- - Soffit opening Outside face of Friction Wobble Coeff k = 0.0002/ft Deck Closure Detail 2 See "Note 2" Friction Curvature Coeff /a 0.15 24'-4" B7-1 exterior Girder at top Pour Flare S-3 18'-0" B8-5 B7-1 Flare S-3 Distribution of prestress force (Pjack) between i girders shall not exceed the ratio of 3:2. BO -5 BO -5 or BO -5 BO -5 Maximum final force variation between girders 5-11 5-105-11 5-11 shall not exceed 725 kips. Concrete: -F� = 6.0 ks i CA 28 days PART GIRDER LAYOUT f�i = 4.0 ksi m time of stressing � Brg Abut 1 --► 3/32" CL Bent 2 = 1'-0" Contractor shall submit elongation calculations L1 L2 based on initial stress at 0.4 L1 Center of gravity of cable Point of 0.1 L1 1 0.1 L2 ® = 0.942 times jacking stress 11 path is a parabolic curve Inflection Typ 2'- 8 Two end stressing shall be performed. between points shown Typ Typ Stressing shall be performed from both a, - abutments. _ '1 + 33'-0" - n Flare Notes: aN 4/-711 1. For "Detail 1" & "Detail 2", see "Bent Details " No. 3" sheet. 311 b 4, 11/2„ 14'"_414'-4" 2. For soffit opening & pipe support details, r Typ Flare 31 Flare see "Miscellaneous Details No. 2" sheet. o A 45�L 46 Q 4" 58 Q 8" (2 bars bundled) IJ. C4 12" 50 c� 6" Typ 98 m 4" 3. For soffit opening &pipe support details, o (2 bars (2 bars bundled) see "Miscellaneous Details No. 3" sheet. a bundled) B#5 U 64 8 6" Q 12" 50 (A 6" 66 @ 6" Legend: (2 bars bundled) �� Indicates girder stem width in © Thru F #5 28 8 6" 8 12" 50 8 6" 50 (A 6" inches The#5 28 C4 6" CA 12" 66 e 6" (2 bars bundled) 50 (A 6" ® for two point si go movement G for two end stressing #5 �� ® Deck Drain Type D-1 B7-6 H 28 C4 6" m 12" 58 C� 8" (2 bars bundled) 98 C4 4" (2 bars bundled) 50 G� 6" 12 (A 4" A (2 bars bundled) Stirrup Spacing Indicates Girder Designation Q 9 Note: The Contractor shall verify all LONGITUDINAL SECTION 88-5 (DIndicates 24" Dia girder stem access B7-11 U-41 controlling field dimensions before No Scale opening at girder designation QE, OF 1@ ordering or fabricating any material. DESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) BY S. DESALEGN CHECKED STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a DESIGN OVERSIGHT ROBERT ZEZOFF DETAILS M. ANDRASEK D. KIM PROJECT ENGINEER POST MILE QUANTITIES 6Y D. KIM CHECKED A S I VATHASAN DEPARTMENT OF TRANSPORTATION 11 .03 GIRDER LAYOUT NO. 1 SIGN OFF DATE a DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER &PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 3/ 12 5/ 12 6/22/12 24 54 FILE _> 54-0980-1-g-Io0l.dgn MATCH LINE DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No SHEETS i �% - II B 1 B8-5 7- 18 0 08 1 SBd 15 9.82/11.94 281 310 Bent 2�\ / S-3 Flare / 24'-4" B7-1 Outside face of Soffit Access 14- 20'-0" 6DATE2 ----------�------------- Flare S-3 exterior Edge of Deck at to ------�-------------9-yp---------- Girder --------------------------------------- Opening,Typ / —\ f --- � ---- � � � Brg REGISTERED CIVIL ENGINEER ��oQROFESStON`� m � MOHANS.CHAR C Girder T / 1 Abut 3 c m 57894 - ( NO. A PLANS APPROVAL DATE E,ip, 6/30/14 _ _ _ o / / 12 1 2 Q'2] 18 i The State of California or its officers or agents CIVIL 1p shall rwt be responsible for the accuracy or �q/F 18 _ B Detail 3 OF CAIlfO aoWleteness of electronic copies of this plan sheet. UtI I ity NA 8353 YSIE OFAVENUE Opening, 7-1 Q _ _ ��,� i o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C FONTANA, CA 92335 Typ @ U-7 -----E �-E E AECOM TECHNICAL SERVICES INC.Bent Cap -- -COUNTRY ROAD - - - - - - - - - - - - - - - - - - - - - - — - - - - - D ORANGE, CALIFORNIA 92868 2 12 2'-9" to (L WaterlineB & �- Soffit opening 2'-0° 12 4" Fillet Typ Acute - ° - - - - - - - - - - -- - - - - - W W - - —75' - y - - - E Corner --17-W W Notes: -O- -'—W - - Soffit B7-1 "Detail "Bent �V-1 F Vent, Typ 1 . For 3.. &"Detaile 4", see _ 2'-9" to C Waterline _ Details No. 3" sheet. yA� & C Soffit opening 3'-2" 18 , Soffit opening See "Note 3" 2 soffitor support P - - - - - - - - - - - - — - - - I ° _ G see M i sce I l aneous Detailst2" sheet.details, W -- --W--W----W--VV---W- 2 ,W—, W-- -,W---,W-- - W----W-----W - -W - - W-- �'D" 1 H Line 3. For it opening & pipe sup details p3° ----- ------------------ ------------- ---------------------- ----------------------------------------------------- -- ------ - - -_ I see se "Miscellaneous Details No sheet. -- --- ----- J / 7-10 Utility Opening ' Deck Closure Soffit opening 12 _ Typ @ end U-3 Pour Outside face of See "Note 2" Diaphragms Legend: exterior Girder 18'-0" B7-1 68-5 Detail 4 at top FlareS-3 �� Indicates girder stem width in inches BO-5JL Or BO -5I BO -5 ® Theoretical point of no movement 5-11 5-10 5-11 5-11 for two end stressing Indicates Bridge Removal (Portion) PART GIRDER LAYOUT Bent 2 3/32 = 1._0 CL Brg Abut 3 OA Indicates Girder Designation L1 12 JQ Indicates 24" Dia girder stem access 0.1 L1 0.1 1-2 0.4 L2 opening at girder designation QE, QF , of Center of gravity of cable 1Point Nay 2 -8 Inflection Path is a parabolic curve 3 _Q 0 between points shown g7-11 F \ Typ Typ I 33'-0" � .M _ ro + _ B11-54 T Replace #4 @ 18 a Flare with #5�F @ 18 Drill & bond in a 4'-1 %2" _ CO 3" 5" deep hole 14'-4" 14'-4" - Typ Conc Barrier N Flare 311 Flare 4 7 o Type 26 (mod) N Exxistf4Drain Typ r Deck #4 x 1'-6" @ 18 0 50 @ 6' 98 @ 4" (2 bars bundled)58 @ 8" (2 bar bundles) @ 12" 28 @ 6' #5 �L Typeo o O50 #5� @ 6" 66 @ 6" (2 bars bundled @ 12" 28 @ 6" _ r�© #5 1 50 @ 6" 50 @ 6" @ 12" 28 @ 6" U Thru 4" Exist #5 J QF 2'-0" to be removed 66 @ 6" 50 @ 6" @ 12" 64 @ 6" #5 © (2 bars bundled) Exist #5 J to be removed. 98 @ 4" 50 @ 6" @ 12" 58 @ 8" (2 bars bundled) 46 @ 4" #5�[ QH Cut as necessary N (2 bars bundled) (2 bars Stirrup Spacing bundled) 12 @ 4" DETAIL 4 0 (2 bars bundled) 1/2" = 1'-0" B11-54 0 Note: LONGITUDINAL SECTION Note: For Reinforcement not shown, see The Contractor shall verify all 88-5 a controlling field dimensions before No Scale o ordering or fabricating any material. DESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF BY S. DESALEGN CHECKED DETAILS D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a ^ M. ANDRASEK QUANTITIES BY D. KIM CHECKED A. S I VATHASAN PROJECT ENGINEER POST MILE DEPARTMENT OF TRANSPORTATION 1 1 .03 GIRDER LAYOUT NO. 2 II a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 12 1 6/22/12 1 25 1 54 N FILE _> 54-0980-1-g-Io02.dgn Outside face of exterior girder at top Prestress anchorage recess, Typ 68-5 Gri I Iage Reinf B8-5 #4 Z-1— Typ Brg Abut' BS -5 #6 (At Exterior Girder Only) \ / Backwall 1711, n • EB -o #6 C� 4 Tot 2 #9 C [ ] ] obtuse corner See "Note 2", Typ 1'-7" �C Girder, Typ _f B8-5 #4 Typ /. / __� �X Typ Girder Stirrups Typ #9 L L ] ] See "Note 2", Typ END DIAPHRAGM PART PLAN BB or EB 2'-0" #5 'IF @ 6 N Place hook "a" Parallel to Z Girder Structure Approach I See "Joint Protection Detail" on "Abutment Details 1" sheet _ #8 Tot 10 68-5 Prestress anchorage recess and prestress grillage Reinf _ r r r 1 Y2 #9 L L ] ] or C [ � ] Tot 5 per girder C l r JJ J J See "Note 2" #6 Top transverse Soffit Slab Reinf, top mat Geocomposite drain � Brg Abut 3'-93/R'-� ( C Brg Abut 3 4,_3 11 Lap, Typ X/ E bI --------------- -------------- � Legend: --Indicates Existing Structure E M Indicates Limits of Deck Closure Pour TMIndicates Bridge Removal (Portion) I _X 5'-0" #5 Tot 2 #6 Transverse Deck Slab Reinf #6 J Tot 8, Extend to edge of deck / #8 C� 6 1/2, top & bottom Tot 42 Min See "Girder Details No. 2" sheet 8'-6" I 4" Fillet #5 0-1 a 6 Place parallel to C Girder and #6 12 space along C Brg Abut 1 I/2 - - -�- -- - - - C I r #6 (A 12 � C Utility Opening - For Opening & Casing, see BU -3 U -g B7-8 #8 @ 6 1/2, top & bottom Tot 42 Min See "Girder Details No. 2" sheet 2-#6 Bundled \`� Tot 16 (8 bundles) 3'' Limits of bottom transverse Soffit Slab Reinf, bottom mat Notes: END DIAPHRAGM DETAIL 1• For "Section E -E", see "Abutment Retrofit Details" sheet. I/2" = V-011 Normal to CE Brg Abut 2. Reinforcement shown is in addition to 88-5 Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DIST COUNTY ROUTE T01AL'PWC7ECT J No SHEET 08 1 SBd 15 9.82/11.94 282 310 6/22/12 2tyOFESSl0N -Exist Reinf to remain in place REGISTERED CIVIL ENGINEER DATE e� q<�2 straighten as necessary to MOHAN S. CHAR z provide lap with new Reinf No. 57894 A PLANS APPROVAL DATE Exist Abut � Exp. 6/30/14 � Backwo I I The State of California or its officers or agents y� CIVI L -- -- -----� cowl/ not responsible for the accuracy q� o�'tir ca4oleteness ss of electronic copies of this plan sheet. OF cALtF CITY OF FONTANA / / _ Exist Brg Abut 3 / \ � O Q � �Q Edge of Exist .\\ Deck = Exist Ret Wo I I LOL DETAIL 5 3/B" = 1 '- 0 (Abutment 3 shown, Abutment 1 similar) L 0 L 0 8353 SIERRA AVENUE FONTANA, CA 92335 +I U) AECOM TECHNICAL SERVICES INC. I 999 TOWN & COUNTRY ROAD CV ORANGE, CALIFORNIA 92868 -Const Joint CL Bent 2 09i_nii I ,DFi_nu ADDITIONAL GIRDER STEM REINFORCEMENT No Scale DESIGN eT D. KIM cHECKE° A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD EN) OC (W;26 DESIGN OVERSIGHT ROBERT ZEZOFF 9Y S. DESALEGN DETAILS CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a M. ANDRASEK By CHECKED PROJECT ENGINEER POST MILE GIRDER DETAILS NO. 1 SIGN OFF DATE QUANTITIES D. KIM A SIVATHASAN DEPARTMENT OF TRANSPORTATION 11 .03 a DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNI T 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) OFFOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 54 N FILE _>54-0980-I-girdt0l.tlgn Edge of deck N L Outside face of v T exterior girder _ ------------------------------------------- PS Anchorage i ---------------------------------------- Recess, Typ Irl/ ------------------------------------ -- J -------------------------------- #8 ------------------------------ — — — — ��ttj■ �:i�i-i �ii� i i�iii � iGii i-i�Gi Top & Bottom -,fw" Opening (below), Typ IL Tot 42 Min —--- r -LT --- ------ --- ------ --- Soffit opening r---1 (below) ---' Girder Typ Soffit opening (below) 49 a — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — F I "D" Line ----------------- ------------------ iDeck Closure Pour ----------------L--------- -------- Brg Abut 1 " a N Outside face of exterior girder DECK SLAB & BOTTOM SLAB GENERAL ZONE ANCHORAGE REINFORCEMENT DETAIL 3/6" = V-0" Note: The Contractor shall Verify all controlling field dimensions before ordering or fabricating any material. COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 1283 1 310 r 6/22/12 QROFESSI0 REGISTERED CIVIL ENGINEER DATE ef,� q< m MOHA N S. CHAR z No. 57894 A PLANS APPROVAL DATE � Exp 6/30/14 � The state of California or its officers or agents CIVIL shall not be responsible for the accuracy or s>, o�'tir coWleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 Notes: 1. Top slab shown, bottom slab similar. 2. Abutment 1 shown, Abutment 3 similar. 3. For additional details, see "Girder Details No. 1" sheet. 4. Adjust bottom reinforcement to clear Soffit Vent. DESIGN er D. KIM 9Y S. DESALEGN DETAILS M. ANDRASEK QUANTITIES ev D. K I M cHE°KE° A SIVATHASAN CHECKED D. KIM CHECKED A S I VATHASAN PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION BRIDGE NO. 54-0980 POST MILE 1 1 .03 DUNCAN CANYON ROAD DEN) OC (W;:2 a a DESIGN OVERSIGHT ROBERT ZEZOFF GIRDER DETAILS NO. 2 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS UNI T 22 32 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 DISREGARD PRINTS BEARING EARLIER REVISION DATES REVISION DATES (PRELIMINARY STAGE ONLY) HEET Of N 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 7 54 FILE _> 54-0980-1-girdtO2.dgn Camber Line - 00_ M N O O 0 0 O c c j d Q- V) V) 1n a C N d 4 - CAMBER DIAGRAM No Scale Camber values shown do not include allowance for falsework settlement 2-#5 Bundled x 92'-0" Brg Abut I Tot 16 (8 bundles) 51'-0" Edge of decker Notes: 1. Splices in additional longitudinal Deck/Soffit slab reinforcement shall meet the "Service Splice" requirement. 2. Space Soffit reinforcement to miss column main reinforcement. / 2-#8 Bundled x 72'-0" Bent 2 Tot 16 (8 bundles) 41'-0" 48'-0" 24'-0" 24'-0" / 1 48'-0" I 2-#5 Bundled x 92'-0" Tot 16 (8 bundles) - 14/ -011 41 '-0" COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 15 9.82/11.94 1284 1 310 I ' �� K_/f/ `f�/`� 6/22/12 QSOFESSIO REGISTERED CIVIL ENGINEER DATE efz q< MOHAN S. CHAR i No. 57894 A PLANS APPROVAL DATE � E,� 6/30/14 � The State of California or its officers or agents .CIVIL shall not be responsible for the accuracy or q>F completeness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 78'-0" CL Brg Abut 3—� 511-011 / _ --- _----- ee ---- --- ---- --------- ------------_----_----_---_----_ --- _----_----_----_----_ --- _----_--- _----_----_ ---_---_--- ------------- --- _----_--- _--- ----------------------------------- ----------------------------------------------------------------------------------------------- -- �---------- A 0 -1 - - - - - - - - - - - - - - - - - - - - - - - - - - Ln Span 1711/ 2-#5 Bundled x 92'-0" 2-#8 Bundled x 72'-0" /� C Span 2 2-#5 Bundled x 92'-0" C Girder, Typ Tot 16 (8 bundles) per bay Tot 24 (12 bundles) per bay Tot 16 (8 bundles) per bay (Tot 6 per Closure Pour, Typ) (Tot 6 per Closure Pour, Typ) (Tot 6 per Closure Pour, Typ) - — - — - — - - — - — - — - — - — - — - D Line — - — - — - — - — - — - — - ADDITIONAL LONGITUDINAL DECK SLAB REINFORCEMENT �_ Brg Abut 1 Edge of deck I / I � I /I I / 0 LnLn Typ - - -- — Note: � Span 1 -- - - - - -- The Contractor shall verify all ADDITIONAL LONGITUDINAL SOFFIT SLAB REINFORCEMENT controlling field dimensions before No Scale ordering or fabricating any material. No Scale 49'-0" Tot -16V(8 bundles) per bay I� Bent 2 " bundles) per bay See - - See "Noteto 2" C Span 2 2-#6 Bundled x 114'-0" / tot 16 (8 bundles) per bay - C Brg Abut 3 I I I GO DESIGN eY D. KIM --E. A SIVATHASAN N CO M Profile Line O O DESIGN OVERSIGHT ROBERT ZEZOFF 9Y S. DESALEGN DETAILS O STATE OF CALIFORNIA 0 54-0980 0 a ^ O C: c c M POST MILE 11 .03 Q- a 0 0- II SIGN OFF DATE N N V) UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) a 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ n C -3J No Scale Camber values shown do not include allowance for falsework settlement 2-#5 Bundled x 92'-0" Brg Abut I Tot 16 (8 bundles) 51'-0" Edge of decker Notes: 1. Splices in additional longitudinal Deck/Soffit slab reinforcement shall meet the "Service Splice" requirement. 2. Space Soffit reinforcement to miss column main reinforcement. / 2-#8 Bundled x 72'-0" Bent 2 Tot 16 (8 bundles) 41'-0" 48'-0" 24'-0" 24'-0" / 1 48'-0" I 2-#5 Bundled x 92'-0" Tot 16 (8 bundles) - 14/ -011 41 '-0" COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 15 9.82/11.94 1284 1 310 I ' �� K_/f/ `f�/`� 6/22/12 QSOFESSIO REGISTERED CIVIL ENGINEER DATE efz q< MOHAN S. CHAR i No. 57894 A PLANS APPROVAL DATE � E,� 6/30/14 � The State of California or its officers or agents .CIVIL shall not be responsible for the accuracy or q>F completeness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 78'-0" CL Brg Abut 3—� 511-011 / _ --- _----- ee ---- --- ---- --------- ------------_----_----_---_----_ --- _----_----_----_----_ --- _----_--- _----_----_ ---_---_--- ------------- --- _----_--- _--- ----------------------------------- ----------------------------------------------------------------------------------------------- -- �---------- A 0 -1 - - - - - - - - - - - - - - - - - - - - - - - - - - Ln Span 1711/ 2-#5 Bundled x 92'-0" 2-#8 Bundled x 72'-0" /� C Span 2 2-#5 Bundled x 92'-0" C Girder, Typ Tot 16 (8 bundles) per bay Tot 24 (12 bundles) per bay Tot 16 (8 bundles) per bay (Tot 6 per Closure Pour, Typ) (Tot 6 per Closure Pour, Typ) (Tot 6 per Closure Pour, Typ) - — - — - — - - — - — - — - — - — - — - D Line — - — - — - — - — - — - — - ADDITIONAL LONGITUDINAL DECK SLAB REINFORCEMENT �_ Brg Abut 1 Edge of deck I / I � I /I I / 0 LnLn Typ - - -- — Note: � Span 1 -- - - - - -- The Contractor shall verify all ADDITIONAL LONGITUDINAL SOFFIT SLAB REINFORCEMENT controlling field dimensions before No Scale ordering or fabricating any material. No Scale 49'-0" Tot -16V(8 bundles) per bay I� Bent 2 " bundles) per bay See - - See "Noteto 2" C Span 2 2-#6 Bundled x 114'-0" / tot 16 (8 bundles) per bay - C Brg Abut 3 I I I DESIGN eY D. KIM --E. A SIVATHASAN PREPARED FOR THE BRIDGE N0. DUNCAN CANYON ROAD OC (WI4285)4 DESIGN OVERSIGHT ROBERT ZEZOFF 9Y S. DESALEGN DETAILS CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a ^ M. ANDRASEK QUANTITIES By D. KIM CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE 11 .03 DECK & SOFFIT REINFORCEMa II SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12N FILE _>54-0980-o-gi r_rf 0l.Ggn See "Expansion BB or EB Joint Detail" Exist BB or EB a +I/2 Brg Abut See "Note 2" Approach Slab I II I I I � Il — — — Exist Abutment BO -13 Expanded i Precast Conic Panel Reinf to remain— Tot 1 _ Polystyrene Tot 11 each Abut 11 * 3 2 See "Note 3" I See Note 1 11a11 + /2", See Joint Seal Assembly o (Maximum Movement Exist Concrete Rating = 4") sheet Stops * Normal to C Exist I/2" Exp Jt Filler s 1� ---- Notes: ,N N Galvanized �I 4 1737.18± 3. Position the hardboard 1. Clean out existingBO-13 area behind end \ I side of 13_2 to face diaphragm and remove Elev A old lumber blocking-- - the Precast Conic Panel. materials. See "Note 4" SECTION 2. For "a" dimension, see I I I 4. The thickness of Precast Panel shall equal to the Joint Seal Assembly existing gap measured in (Maximum Movement I field minus ("a" +)/4"). Rating = 4" )" sheet. �I ABUTMENTRETROFITEd Exxs toDeck /2" = 1 '-0" 1 N #6 Tot 10 See Note 3'-0" #5n96— (L Exist Brg Abut > ,- Una 0 00- , M Limit of Deck Construction • • ' / FI it l I I 01 e "Note 5" CL Exist Brg Abut 1 4'-4"± 3'-0" 2'-0"+1'-93/8"+*Place parallel to and #5 (4 6 space normal to � Girder #5 F_ Q 6 Note: i +I 5. The Blockout for Joint Seal Assembly - -- is to be poured in conjunction with point Closure pour. See Details on Joint Seal Assembly (Maximum * I #6 Tot 10 1 Exist Reinf to remain I I Brg Abut 1 1'-5"± Precast Panel +I N EXPANSION JOINT DETAIL PRECAST PANEL ELEVATION Y4 = 1 -0.. In 4- 2'-0" *..a.. + I/2" 0 #5 1 (A 6 0 #6 Tot 10 _J I Approach r--�� Exist Reinf to +I Slab I #6 Cont m 6" Tot 6 remain Top of Slab EXISTING DECK CORNER DETAILS L Exist edge Note: (South West shown, South East Similar) The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT ROBERT ZEZOFF DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) of deck 1� 0" Existing Shear Key �— *2, 6"+- Movement Rating = 4")" sheet. Legend: Limits of Bridge Removal (Portion) All existing reinforcement to remain. 1'-0" Exist Column Typ COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 12851 310 I ' �� K_/f/ `f�/`� 6/22/12QIy0FE5Sl0N REGISTERED CIVIL ENGINEER DATE ef,, q< MOHAN S. CHAR i W ,� A PLANS APPROVAL DATE No. 5789 4 E 6/3 4 The State of California or its officers or agentsCIVIL slwll rwt be responsible for the accuracy or �q>Fo�'tir ca4oleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 � I I I I Bent 2 I I BENT FOOTING PLAN Exist Cc I umn -1 FG = Approx OG ,--Elev B Elev A 3/4" = 1 '-0.. C Exist Brg Abut 5'-0" ) rI -#5 f CA 6 max, Tot 7, Place parallel to and space normal to C Girder. Place within 3'-0" deck closure pour only Deck Reinf Limit of Concrete Removal II I 11 T #6 Tot 8 diaphragm reinf, Typ * Normal to C Exist `---4" Expanded Polystyrene BO -13 Note: Brg Abut 13-1 SECTION E -E 6. See "Expansion Joint Detail". %4" = 1 '-0" (North East shown, North West similar) Exist Footing Typ BENT FOOTING ELEVATION --- — Indicates existing structures Indicates new construction Pay limits for Structure Excavation Pay limits for Structure Backfill DESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BY S. DESALEGN CHECKED STATE OF CALIFORNIA MOHAN S. CHAR DETAILS M. ANDRASEK D. KIM PROJECT ENGINEER QUANTITIES By D. KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES I I I UNIT 2232 FOR REDUCED PLANS 0 i 2 3 PROJECT NUMBER & PHASE 080000( 7717-17 ILE _> 54-0980-p-G0l rtlt.dgn —CE Exist Column BENT FOOTING PLAN Exist FG = Column Approx OG Elev B I I I I I I Exist Footing Typ BENT FOOTING ELEVATION APPROXIMATE OG ELEVATIONS �E�E ALONG �_ BENT 2 LOCATION #6� ,N N Galvanized �I 4 1737.18± Right #4 (4 12 1736.25± Column #4 (4 12 Elev A 1'-5"± See "Note 4" SECTION Y -Y COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 12851 310 I ' �� K_/f/ `f�/`� 6/22/12QIy0FE5Sl0N REGISTERED CIVIL ENGINEER DATE ef,, q< MOHAN S. CHAR i W ,� A PLANS APPROVAL DATE No. 5789 4 E 6/3 4 The State of California or its officers or agentsCIVIL slwll rwt be responsible for the accuracy or �q>Fo�'tir ca4oleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 � I I I I Bent 2 I I BENT FOOTING PLAN Exist Cc I umn -1 FG = Approx OG ,--Elev B Elev A 3/4" = 1 '-0.. C Exist Brg Abut 5'-0" ) rI -#5 f CA 6 max, Tot 7, Place parallel to and space normal to C Girder. Place within 3'-0" deck closure pour only Deck Reinf Limit of Concrete Removal II I 11 T #6 Tot 8 diaphragm reinf, Typ * Normal to C Exist `---4" Expanded Polystyrene BO -13 Note: Brg Abut 13-1 SECTION E -E 6. See "Expansion Joint Detail". %4" = 1 '-0" (North East shown, North West similar) Exist Footing Typ BENT FOOTING ELEVATION --- — Indicates existing structures Indicates new construction Pay limits for Structure Excavation Pay limits for Structure Backfill DESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BY S. DESALEGN CHECKED STATE OF CALIFORNIA MOHAN S. CHAR DETAILS M. ANDRASEK D. KIM PROJECT ENGINEER QUANTITIES By D. KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES I I I UNIT 2232 FOR REDUCED PLANS 0 i 2 3 PROJECT NUMBER & PHASE 080000( 7717-17 ILE _> 54-0980-p-G0l rtlt.dgn —CE Exist Column BENT FOOTING PLAN Exist FG = Column Approx OG Elev B I I I I I I Exist Footing Typ BENT FOOTING ELEVATION APPROXIMATE OG ELEVATIONS �E�E ALONG �_ BENT 2 LOCATION Elev A (ft) Elev B (ft) Left Column 1737.95± 1737.18± Right 1737.02± 1736.25± Column (Looking upstation) **Provided for information only. The contractor shall field verify OG elevations. LIMITS OF PAYMENT FOR STRUCTURAL EXCAVATION & BACKFILL No Scale Note: For Approximate OG Elevations at Elev A and Elev B, see "Approximate OG Elevations at Bent 2" Table. BRIDGE NO. 54-0980 DUNCAN CANYON ROAD OC (WIDEN) POST MILE 11.03 ABUTMENT RETROFIT DETAILS DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET I OF EARLIER REVISION DATES 7/ 0810/ 1184/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 721G1221121 1 29 1 54 C Exist Outside face of Intermediate / Exist Bent 2� " Exist exterior Diaphragm, Typ /' Girder at top 7 Exist Edge of Deck DLine ---- - - - - --- — - — - — - — - - Notes: ' 1. For Soffit Access Opening Details, see "Deck And Soffit Openings" sheet. ------------------- ----------- 14'-0" Typ * 2. The Contractor shall verify the locations of Existing stirrups #6 C4 12± before --------------��-"_--------------- -- --- �` --- ----- coring holes in Existing birders to avoid C Soffit Access Opening conflict with #11 x 10'-0' . See "Note 1 ", Typ ,I 3. Adjust #7 dowels to clear Existing soffit ----- ---- ---- ---- ----�---------------------- --- -- -- -- -- �-_-_-_-_-=-==P-= - - ______—____�-- reinforcement. �IF �� #11 x 10'-0" Place symmetrically about � of Exist Girder See "Note 2" Typ - - - - - -- ---�_-_------_ --_ _-/_,-- -- -- ---- �z Exist Duncan �� \ - Z Exist Girder, Typ - — - Canyon Rd __ Optional CL 6"0 Cored hole _- __ __ _ —_ —_ _ _ —_ _— __ T 4'-O"± for placement Typ (3 per bolster) r) ----------------------�--- L ------- --------y/ ----Details Symmetrical About C Exist Bent 60'-0"± / 60'-0"± /-1 1 COUNTY ROUTE TOTAL'PWC7ECT 1 No' SHEET SBd 15 9.82/11.94 286 310 r' ��K_/v `�f`� 6/22/12 QROFESSI0 REGISTERED CIVIL ENGINEER DATE ef,� 4r MOHAN S. CHAR i No. 57894 A PLANS APPROVAL DATE W Exp 6/30/14 The State of California or its officers or agents EXP. CIVIL shall not be responsible for the accuracy or �q��'tir ca4oleteness of electronic copies of this plan sheet. CALIFF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. Exist Edge of Deck N Diaphragm Bolster,-Typ -- i ti �- #8 or #8 or #8 or #8 F----- Dowel, Typ 11 Ib D I ANI \— See "Detail 1" /--- - - - - /"! , 1, x, � C Exist Bent DETAIL 1 3/B" = 1 '-011 �- Outside face of Exist Exterior Girder at Top R h E ' t 1 Exist #18 Top of Exist #7 Dowe I lU Tot 12 per Bolster, Typ -4" Chamfer - Typ Exist Girder, Typ oug en x1s Re1nf Deck Slab +Conc surface, Typ - - -- -- ---- _ Exist Deck Reinf 00 o not all shown -- - - — ________ ___ _____________ #9 Tot 4, Typ — 3'-0" /� #5�7Tot 3 #6 � a 5� #8 Tot 4, Typ Diaphragm Bolster, Typ �� #7 Dri I I & Bond in 7" deep hole ---- (Chemical Adhesive) See "Note 3", Typ -- Exist Soffit Reinf Typ I f I I � 1 I I I PREPARED FOR THE BRIDGE NO. — CANYON ROAD OC • • • • • • • STATE OF CALIFORNIA 10 ISM II II II II Typ Exist #11 I I r Typ CHECKED A SIVATHASAN 4'-0" Typ I f I I � 1 I I I PREPARED FOR THE BRIDGE NO. — CANYON ROAD OC (WIDEN) 01 I • • • BY S. DESALEGN DETAILS • STATE OF CALIFORNIA 10 ISM X10 +I i i a ^ Exist #11 I I r I CHECKED A SIVATHASAN I PROJECT ENGINEER POST MILE 11 .03 BENT RETROFIT Reinf I 11 � I � ORIGINAL SCALE IN INCHES UNIT 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) I• ��3 I M I I I I r�'�I � PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ • 11 9/ 11 3/ 12 5/ 72 6/22/12 I I �I I I I I I •I I 1'-47/8" 83/8�� FILE _> 54 -0980 -p -b01 rdt01 .dgn 2" GIr 1\�1 TYP I Typ Typ Typ I 1 - • o 1 I ti I 1 I Exist #5 Re i of CO #11x10'-0" I\ +I I � 1 Tot 8, Typ I I M I • • • Exist #6 - i1 i Reinf I I I I II III I I I II II - ____}—____—____ _ __---------------- ____ ___ Exist Exist #11 Bottom of Reinf Exist Soffit #8 �� a 15 Max Drill & Bond in 12" deep hole (Chemical Adhesive), Typ SECTION A—A Y411 = 1 '-0" DESIGN er D. KIM -ECKE° A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF BY S. DESALEGN DETAILS CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a ^ M. ANDRASEK QUANTITIES By D. KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE 11 .03 BENT RETROFIT DETAILS NO. 1 II a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 3Q 54 N FILE _> 54 -0980 -p -b01 rdt01 .dgn �- Exist I Exist Duncan (L Exist Co l umn �� Canyon Rd Column II I 1 I / Exist Steel I Column Casing, Typ See "Note 1 ", Typ FG = Approx OG ---- `Tam--------I__2_r _ ------- I 7/�-TyPN -- tl ---- - ---- o a I T Notes: 1. Limits of removal of Exist column casing & grout. 2. Roughen all Exist concrete interfacing with new concrete to I/4" amplitude. 3. Depth of chipping shall be just sufficient to allow extension of Exist rebar by butt weld or mechanical couplers, but shall not be greater than 12", unless approved by the engineer. 4. Remove portion of Existing concrete footing to expose ends of Existing reinf. See "Note 3'. 5. Cut Existing rebor as required and extend Existing reinforcement by butt weld or mechanical coupler (ultimate splice), typ. #11 coupled to Exist #11 reinf, Typ 3'-3" 20'-0"± 3'-3"New footing ,f��--� extension Typ Typ Typ r-� ++--------� Legend: Indicates Existing Concrete Removal ----Indicates Existing Structure Indicates New Construction Indicates Existing Column Casing Removal #8 �� or Both ways (Top Reinf)—., #8 Tot 3, Typ #5 IQ12 max -ea direction all around ftg, Typ 2 equal Spaces - ELEVATION 3/6" = 1 '-0" C Exist Column �17 Exist steel column casing 1 I I I I I I 5 spaces (A 3 1'-0"=5'-0" 1 1 1 1 Typ I I I I Typ LL- --�--� Exist /� footing / L! \\ I \ l i \ l I I ) Exist reinf l \\ � • 0 0 0 0 0 / �--- �� See "Note 5" #6 (A 12 Both ways �\ (Bottom Reinf) See "Note 4" —Drill & bond #5 r -- dowel 4 12 max all around Exist Column, Typ DETAIL 1 - L No Scale M U O Dri I I & bond #11 Tot 12, Tyl #5 x 2'-0" long (A 12 Al l sides dowe l in 9" hole, Typ ^II ,Typ #6 �I T ,�' - • #6 F--] Tot 5, Typ I F / A-5 ------n-------------- -------- -- - ---------------------J----- n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n nIn n n ••• • #1 1 coupled to Exist #11 reinf. Typ -� #1 1 Tot 12, Typ Exist #11 (A 6± Note: (6 bundles) See "Detail 1" The Contractor shall verify all SECTION B -B controlling field dimensions before ordering or fabricating any material. COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 12871 310 I ' �� K_/f/ `f�/`� 6/22/12 Q\yOFESSl0N REGISTERED CIVIL ENGINEER DATE ef,� q< MOHAN S. CHAR i No. 57894 A PLANS APPROVAL DATE Exp 6/30/14 W The State of California or its officers or agents CIVIL shall not be responsible for the accuracy or oosloleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 Exist Column Bottom Mat Reinf Top Mat Reinf Symmetrical about Symmetrical about FOOTING REINFORCEMENT BENT 2 (EXISTING COLUMNS) xist footing It Bent 2 L Footing Top Reinf #8 �(Al2 Typ ottom Reinf 6 CA 12 oth ways 8 Tot 3 yP t 3, Typ FILE _> 54-0980-p-b01rdt02.dgn DESIGN eT D. KIM 9Y S. DESALEGN DETAILS cHECKE° A SIVATHASAN CHECKED D. KIM PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR BRIDGE NO. 54-0980 DUNCAN CANYON ROAD OC (WIDEN) a DESIGN OVERSIGHT ROBERT ZEZOFF BENT RETROFIT DETAILS NO. 2 M. ANDRASEK PROJECT ENGINEER POST MILE QUANTITIES By CHECKED KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION 11.03 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 31 1 54 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES N FILE _> 54-0980-p-b01rdt02.dgn Place anchor bolts for steel plate barrier on approching traffic end Typ Face of Conc Barrier Type 26 (Mod) � v STI I i " O �\ Sx �`�\�\0 099 o o�° A ~ %"0 Open holes CA 18", typ _00-T 811 10" Steel plate 2 barrier VIEW C -C No Scale Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. Splice Face Conc Type PLAN - BOLT & PLATE LAYOUT 3/16" x 13" wide sheet neoprene No Scale %6" Gap — Steel plate barrier bar 6 x 3/8 x 18 co M \NV 1/4"V Bar 2 x 1/4 x 5 Note A SECTION E -E Match slope of Barrier or Curb face Steel plate barrier — / l / LD / / l See "Plan Bolt / & Plate Layout" Bar 4 x 11 3/16' x 13" wide sheet neoprene No Scale Bar 4 x %4 �i611 Gap \N N 1 Bar 4 x (/2 L4 x 3 x %2 C r SIDEWALK DETAIL ( See Note B ) No Scale %2" @ max temp - Exact width to be determined by the Engineer Normal to joint 1/4" Beve I 4" q , 1 (/211 5/B" 0 A325 1Y4" reach. Torque to 150 ft. lbs. Bar 4 x %4" Paving notch or ( Closure Pour Limits --J/_4" x 3" x (/2" Chamfer I Lclear \ / 5/6 s/811 x 8" Anchor Studs Cil 9"t (6" long in overhang) ( I I I I I I I I I Initial Pour Limits 1 V211 COUNTY I ROUTE ITOTAL'PROJECT J No SHEET SBd 1 15 1 9.82/11.94 1288 1 310 6/22/12 QPOFES st0A, REGISTERED CIVIL ENGINEER DATE �e Fy MOHAN S. CHAR i 57894 z PLANS APPROVAL DATE No. 6/30/14 ,H The State of California or its officers or agents Exp.CIVIL shall not be responsible for the accuracy or oaWleteness of electronic copies of this plan sheet, of CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 1Y4 0 Recessed hole - Typ 3/4" 0 Hole in bar and angles-Typ Top of deck ( Use installation bolts extended j/ (/2" min and coat with bond breaker. After concrete has cured, remove installation bolts, install A325 ��LLl bolts and sheet neoprene ( i Tack weld nut to angle at 2 locations 3/16 x 13" wide sheet neoprene ( �— Closure pour limits Match existing joint width for closure pour I Note: Stagger anchor studs (A 4%2"± on centers thus: I Expanded polystyrene 0 • _ • O 9"±4V2"- SECTION A -A No scale 4i/2 + g1± Joint Information "a" Dimensions Location Movement Rating Skew ( MR ) Winter Sp Fall ring & Summer Abutment 1 3" 45.4270 1 W. 1 " 3/4" Abutment 3 3" 45.4270 13/8" 1" %4" NOTES* 1. Full penetration butt welds may be substituted for fillet welds on all anchor studs. 2. Alternate types of anchor studs may be permitted subject to the approval by the Engineer. 3. Joint seal assembly to be used in conjunction with closure pour. (See other sheets for limits). Closure pour shall not be placed until final deck surface is within the tolerances specified. 4. Use joint at crown of roadway, at any change in traverse slope in deck and at changes in horizontal direction. Place other joints at or near lanes. All metal parts to be painted or galvanized after fabrication. 5. Sheet neoprene shall be fabricated in one continuous piece or joints shall be vulcanized. Neoprene shall be fabricated to bend around corners. 1" holes in neoprene sheets shall be drilled or punched so that the neoprene is not distorted at the time of installation. NOTE A Insert assembly or expansion anchorage for %" x 1)4" A325 bolt. Use the sidewalk Detail at all sidewalk joints. Use the Barrier Detail at both sides if the roadway is crowned or if the difference in elevation between the ends of the seal is 0.5' or less. DESIGN BT D. KIM CHECKE. A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF BY S. DESALEGN DETAILS CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a M. ANDRASEK PROJECT ENGINEER POST MILE JOINT SEAL ASSEMBLY SIGN OFF DATE QUANTITIES 9Y D. KIM CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION 11 .03 (MAXIMUM MOVEMENT RATING = 4�� ) DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNI T 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ II 9/ II 3/ 12 5/ 12 6/22/12 32 54 FILE _> 54-0980-q-jntdt.dgn SIDEWALK EXPANSION JOINT ARMOR No Scale (Southeast and Southwest Sides) /2" x 2" flathead cap screws with insert assemblies, Tot 4 SIDEWALK EXPANSION JOINT ARMOR No Scale (Northeast and Northwest Sides) ro miss of Deck )IST COUNTY ROUTE TOTAL PROJECT J No SHEET 08 1 SBd 15 1 9.82/11.94 289 1 310 6/22/12 '&FESSIOA1 REGISTERED CIVIL ENGINEER DATE �0 4� �? Fy y MOHAN 5. CHAR i PLANS APPROVAL DATE No. 5 7894 Exp.6/30/14 The State of California or Its officers or agents yr C I V I L r shall not be responsible for the accuracy or '4)F. Doti completeness of electronic copies of this plan sheet. OF cALtF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 Top of Direction of traffic Type 26 (Mod)I/B" gap top Barrierr and bottom B Open joint to match deck joint width I I M II A II A II a I I T I H Top of I I sidewalk �� II I I II M Top of deck r "— 3/8" x 18" P I ate ELEVATION No Scale 8" 10" 2" �J D I I Open joint to match 2 Inside face of 3/a" x 18" ``� deck joint width 10" 4" 2'' Type 26 (Mod) Checkered o Conc Barrier Plate I/2" x 2" flathead cap screws with insert assemblies SECTION A—A CONCRETE BARRIER TYPE 26 COVER PLATE Na Scale SECTION C—C Note: SECTION B—B No scale The Contractor shall verify all a No Scale controlling field dimensions before ordering or fabricating any material. DESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE MOHAN S. CHAR 541D0980 DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF GE NO. BY S. DESALEEK CHECKED STATE OF CALIFORNIA SIDEWALK EXPANSION JOINT DETAILS M. ANDRASEK D. KIM PROJECT ENGINEER POST MILE H QUANTITIES BY D. KIM CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION 11 .03 ARMOR DETAILS SIGN OFF DATE M DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ II 9/ II 3/ 12 5/ 12 6/22/12 33 1 54 FILE _> 54-0980-q-swjntdt.dgn �_ Deck Drain Sto 606+50.00 Inv 1761.15 Deck Drain, B7-6 \ (_ Type D-1, typ D-1 / Bent 2 C Exist Bent 2 Widen / I Bridge I \J A 1 1 X/ —NPS 10 Steel Pipe 45.23' Lt of "D" Line, ine f / Vim/ "D" Line ----- N 89°22'00"E - /� 607 r SCHEMATIC DECK DRAIN LAYOUT No Scale C Brg Abut - Structure Approach Slab Formed Hole for widen only, see "Note 1" 5'-0" 10'-0" Max, Typ LON End of I Approach Slab C Deck Drain c � PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR Sto 605+45.00 -- I DUNCAN CANYON ROAD OC (WIDEN) C Brg Abut 1�Inv 1756.70 � DECK DRAIN DETAILS C Deck Drain W Sto 605+51.00 See "Drainage Plans" Inv 1756.95 DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)ORIGINAL A /� De Deck Drain � REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 5+75.00 StaN 7/ 0810/ /084/ 09 12 10 5/ II 9/ II 3/ 12 5 12 6/22/12 34 54 / Inv 1757.97 Inv I 777-1711- Soffit AccessB14-5 Opening 605 606 ------- B7-8 14"0 Pipe -- ----- I See Drainage /" C Deck Drain Plans" / Sta 604+66.00 NPS 10 Steel Pipe 7-10 Inv 1752.31 45.23' Rt of "D" Line C Deck Drain See "Note 2" / Sta 604+85.00 Connect to drainage I_ Inv 1753.27 j z — 77 A Plans" for continuation See "Note 3" C Deck Drain Sto 605+35.00 Deck Drain Sta 604+60.00 Inv 1756.27 / Inv 1752.07 I C Exist Brg Abut 1 �_ Deck Drain Sto 606+50.00 Inv 1761.15 Deck Drain, B7-6 \ (_ Type D-1, typ D-1 / Bent 2 C Exist Bent 2 Widen / I Bridge I \J A 1 1 X/ —NPS 10 Steel Pipe 45.23' Lt of "D" Line, ine f / Vim/ "D" Line ----- N 89°22'00"E - /� 607 r SCHEMATIC DECK DRAIN LAYOUT No Scale C Brg Abut - Structure Approach Slab Formed Hole for widen only, see "Note 1" 5'-0" 10'-0" Max, Typ LON End of I Approach Slab x c � PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR BRIDGE NO. 54-0980 -- I DUNCAN CANYON ROAD OC (WIDEN) I x � DECK DRAIN DETAILS W 3 11 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)ORIGINAL SCALE IN INCHES UNIT 2232 � REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 7/ 0810/ /084/ 09 12 10 5/ II 9/ II 3/ 12 5 12 6/22/12 34 54 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES I 777-1711- -------------- --- --- ------- B7-8 14"0 Pipe -- ----- I Casing I 7-10 7-10 U-3 U-2 Connect to drainage system see "Drainage Plans" for continuation Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. NPS 6 NPS 6 Steel Steel Pipe Pipe NPS 10 Steel Pipe 67-6 Deck Drain D-1 Type D-1, Typ -2%—Min Soffit Access Opening for widen B14- only SECTION A -A No Scale DECK DRAIN PIPE (Abutment 1 widen shown, Abutment 1 exist similar) Exist Bridge C Brg Abut 3 Top of Deck 1 I / /4 (L Exist Brg Abut 3 Top of Deck -` NPS 6 Steel Pipe Pipe Hanger, Typ Cotter pin Typ %"0 Welded eye rod Deck drain pipe Notes: 1. For existing Abutment 1 end diaphragm removal, for deck drainage, see "Bridge Removal Plan No. 5" sheet. 2. For existing bridge deck removal for deck drainage, see "Bridge Removal Plan No.5" sheet. 3. For exisitng bridge Soffit Access Opening, see "Soffit Opening" sheet. )IST COUNTY ROUTE TOTAL PROJECT J No SHEET 08 1 SBd 15 9.82/11.94 290 1 310 6/22/12 &FESS104, REGISTERED CIVIL ENGINEER DATE �? Fy y MOHAN S. CHAR i PLANS APPROVAL DATE No. 57894 Exp.6/30/14 The State of California or Its officers or agents yr CI V IL r shall not be responsible for the accuracy or 44.Doti completeness of electronic copies of this plan sheet. aF cALtF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 p p. +' Provide lock 0 washer at I both sides Deck drain pipe 4Rebar p C M� 3/8"O Welded linked eye rods _,--Pipe hanger FOR NEW BRIDGE DECK DRAIN PIPE HANGER No Scale Note: For details not shown, see B14- -Drill and install I/2"0 concrete expansion Anchor at bottom of deck, total 4 A 4 p I �. 61 D � 3/8" Concrete clevis plate I/2" P i n Pipe hanger FRONT VIEW Provide lock washer at both sides— Deck ides_Deck drain pipe— SIDE ipe— SIDE VIEW FOR EXISTING BRIDGE DECK DRAIN PIPE HANGER No Scale Note: For details not shown, see 614-5 � a +1 0 —Pipe hanger DESIGN BT D. KIM BY S. DESALEGN DETAILS GHEC1- A SIVATHASAN CHECKED D. KIM PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR BRIDGE NO. 54-0980 -- I DUNCAN CANYON ROAD OC (WIDEN) ^ DESIGN OVERSIGHT ROBERT ZEZOFF DECK DRAIN DETAILS M. ANDRASEK PROJECT ENGINEER QUANTITIES 9Y D. KIM CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION POST MILE 11 .03 11 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 7/ 0810/ /084/ 09 12 10 5/ II 9/ II 3/ 12 5 12 6/22/12 34 54 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 777-1711- ILE _> 54-0980-r-ddet0l.dgn Pay Limits for Conc Barrier Type 26 (Mod) N End of Front face of ljStructure End of Conc Barrier Approach --) F Wingwall (l — Type 26 (Mod) "a" bars, Typ Z�A �_ C� Road paveBridge deck ------ --- BB T T 30'-0" � EB ---TYP Longit Const Jt See "Note y & A ------"Note 5", Typ Structure Deck Closure Approach Slab Pour pPLAN No Scale 30'-0" - Pay limits for Structural Concrete, Approach Slab See "Seat Type Abutment Tie Details" - - 2" Clr --- - --- I#6 (A 12 I n I I I I 2" Clr I I I Filter611 I I fabric I I TPB (�----- - - - - - ) Geocomposite drain "Note 2" \\,_�See i C 2Y2" 1 4f A #5 bar BAR CHAIR DETAIL 11211=1 ' -011 "b" bars Typ #5 bar chairs (A 3'-0±" ' transversely and 4'-0±" Transverse longitudinally Contact joint #5(412 "b" bars 1 1 #5 (a 18 #8 (A 6 "a" bars 3"0 slotted plastic pipe, see "Note 2" SECTION A -A Y4''=1 ' -0" For reinf not shown, see #4 L 9 18 See "Note 6"--i- Match "—i- Match Exist r-F� Deck Overhang I cTSee /I? "Detail 1" J 4" Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT ROBERT ZEZOFF DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) WingwalI J 6'- 0" Conc Barrier Type 26 (Mod) #5 Cont Tot 3 9 End of - Ret Wo I I A 6'-0" Barrier transition I I E See "Approach Slab I I 6'-0" �I Transverse Contact I Joint" table Conc Barrier Type 26 (Mod) It'll Y #4 Cil 1Roadwa See "Note o 00 _ E,s /—pavement pavement f- 5" �p--- ------ -- #5 Tot -4— Lane I i ne #4 12 Typ o Reinf not shown iv See Section C -C #8 Tot 2 Place against undisturbed material SECTION J -J No Scale COUNTY ROUTE TOTAL'PROJECT J No SHEET SBEI 15 9.82/11.94 291 310 I f ",/ &Z �9V1_ 6/22/12 QPOFESSIO,y REGISTERED CIVIL ENGINEER DATE �e Fy MOHAN S. CHAR No. 57894 Exp. i z PLANS APPROVAL DATE 6/30/14 ,H The State of California or its officers or agents CIVIL shall not be responsible for the accuracy or �q� Completeness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 APPROACH SLAB TRANSVERSE CONTACT JOINT APPROACH SKEW WITH AC ROADWAY PAVEMENT > 450 Parallel to face of P N I I I 1'-4" max 1'-0" Min I I 6'-0" I Conc Barrier 3'-0" Conc Barrier Type 26A (Mod) Type 26 (Mod) � #7 ,N a 911 e See "Road I See "Note 611 B11-5 ----- Plans" 1 I #4 #5 Tot 4 o O O ----- Structure #4 C4 18 Approach See "Note 6" O O #5 8 12 5" - -� o See "Note 6" 0 #8 Tot 2 _1 Reinf not shown Retaining See Section C -C Place against Wall Type 1 #4 C4 12 0 undisturbed material - Geocomposite In dra i n 411 2,-0" DETAIL 1 SECTION D -D SECTION E -E No Scale No Scale No Scale 0 #5 Tot 4 Min Notes: " Blockout for joint seal 1. For details not shown, see "Structure Plans". #6 C4 12 assembly See "Note 1" 2. For drainage details,see "Structure Approach #5 Cont (4 18 #5 6 Drainage Details No. 1" sheet. - a �"b" bars Structure � 3. Longitudinal construction joints, when permitted Approach #5 1 ' 1 transverse reinforcement may be placed parallel to paving notch. Sm 6 by the Engineer, shall be located on lane lines. - #5 x 2'-0" (4 12 4. At the Contractor's option, approach slab, 6" Abut Backwall 3" pacing of transverse Wit- TPB /4" expansion reinforcement 'is measured along C roadway. ---------- -- - - - #5 Cont Tot 4 joint filler "a" bars 5. For Longitudinal Stage Construction Jt details, see "Structure Approach Type R(30S)" sheet. 2 #6 x 4'-0" (4 5 MR > 2" Geocomposite 6. Reinforcement shown is in 11 5 drain SEAT TYPE ABUTMENT TIE DETAILS replacement with Reinforcement in Y4"=1 ' -0" o SECTION C- C Remove expanded polystyrene Minimum 6" w from all exposed surface no less than 7 days a No Scale after Approach Slab concrete has been placed DESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BR I DGE NO. BY S. DESALEGN CHECKED STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 DUNCAN CANYON ROAD OC (WIDEN) a DETAILS M. ANDRASEK D. KIM PROJECT ENGINEER POST MILE QUANTITIES BY D. KIM CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION 11.03 STRUCTURE APPROACH TYPE N(30S) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION OATES (PRELIMINARY STAGE ONLY) SHEET OF w FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ II 9/ II 3/ 12 5 12 6/22/12 1 35 54 FILE _> 54-0980-s-sa_n30s.dgn End of Structure Approach — Existing ------- Roadway pavement--) Structure Approach Slab Typ 30'-0" ----- Typ - Front face of Conc Barrier Type 26 (Mod) Longit Const Jt, see "Note 2" and "Longitudinal Construction Joint Alternatives" detail, typ "a" bars Typ See "Approach Slab Transverse Contact Joint" table Exist 4f ~ Bridge deck - ing BRoadway EB "b" bars ------ pavemet i Pay Limits for Conc Barrier Type 26 (Mod) PLAN No Scale Typ �l-----------E --- Lane line ---------TYp cc a C ti ~ E)E 6'-0" Barrier transition, t End of Exist Retaining Wall, Typ Pay limits for Structural Concrete, Approach Slab See "Seat Type #5 bar chairs (A 3'-0"± 30'-0", see Note 3 Abutment Tie transversely and 4'-0"± Details 11longitudinally Transverse Contact joint, match �— --- ----- 2" C I r #5 C4 12 exist or proposed pavement See "Note 1" �� #6 @ 12 b" bars � I F I i Limits of +I existing a)backwall removal /1 I 2" Clr 'I I Filter I I fabric Exist Abut Backwall I I C 2(/2 1 I 4 r #5 bar BAR CHAIR DETAIL 1 %2"=1 ' -0" Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. For Reinf not shown, see Conc Barrier Type 26 (Mod) I o #5Cont Tot 3 I Match Exist I o 00 Deck Overhang # Blackout for 5 Tot 4 Min joint seal assembly )01 See "Note 1" +11 #5 F— a 6 Drill & bond o c #5 x 1'-10" @ 12 ,' 1'-0" into exist i #5 6 Abut Backwall ( 1:1 ( L6 Exist Abut Backwall L 3" I V 1/4" expansion _... _ joint filler SEAT TYPE ABUTMENT TIE DETAILS Y4"=1 ' -0" Structure Approach - in 4 L L 2/-0 111*0G111M No Scale See "Road ----- Plans" 1'-4" max 1'-0" Min_, #6 C4 12 #5 Cont 9 18 "b" bars Structure Approach See— —� — J #5 Cont Tot 4 "Detail 1" q 2" #6 x 4'-0" @, 5 � I Exist Retaining -41 Wall Type 1 L -,—L SECTION C -C No Scale "a" bars Conc Barrier Type 26A (Mod) O N1 6'-0" 3'-0" #7 In 9.. 9" N #5 Tot 4 OO D#5 Cil 12 o See "Note 5" I G #8 Tot 2 Place against #4 c4 12Y undisturbed 1'-0" material SECTION E -E No Scale 3/4" malleable iron or steel coupling nut 3/4" rod x 1' -0" 8 12 Thread one end APPROACH SLAB TRANSVERSE CONTACT JOINT #8 a 6 #5 Q 18 --- L-1/-011 ' > 450 a bars 3"0 plastic--) TPB SECTION A - A Seee"Notet6" ) a ^ Typ I I I I-6'-0"_ TYPE R(30S) Conc Barrier Type 26 (Mod) I o #5Cont Tot 3 I Match Exist I o 00 Deck Overhang # Blackout for 5 Tot 4 Min joint seal assembly )01 See "Note 1" +11 #5 F— a 6 Drill & bond o c #5 x 1'-10" @ 12 ,' 1'-0" into exist i #5 6 Abut Backwall ( 1:1 ( L6 Exist Abut Backwall L 3" I V 1/4" expansion _... _ joint filler SEAT TYPE ABUTMENT TIE DETAILS Y4"=1 ' -0" Structure Approach - in 4 L L 2/-0 111*0G111M No Scale See "Road ----- Plans" 1'-4" max 1'-0" Min_, #6 C4 12 #5 Cont 9 18 "b" bars Structure Approach See— —� — J #5 Cont Tot 4 "Detail 1" q 2" #6 x 4'-0" @, 5 � I Exist Retaining -41 Wall Type 1 L -,—L SECTION C -C No Scale "a" bars Conc Barrier Type 26A (Mod) O N1 6'-0" 3'-0" #7 In 9.. 9" N #5 Tot 4 OO D#5 Cil 12 o See "Note 5" I G #8 Tot 2 Place against #4 c4 12Y undisturbed 1'-0" material SECTION E -E No Scale 3/4" malleable iron or steel coupling nut 3/4" rod x 1' -0" 8 12 Thread one end APPROACH SLAB TRANSVERSE CONTACT JOINT APPROACH SKEW WITH AC ROADWAY PAVEMENT > 450 Parallel to face of P N COUNTY I ROUTE ITOTAL'PROJECT J No SHEET SBd 15 1 9.82/11.94 12921 310 6/22/12 QP05E5 sI0N REGISTERED CIVIL ENGINEER DATE �e Fy MOHAN S. CHAR i No. 57894 z PLANS APPROVAL DATE 6/30/14 ,H The State of California or its officers or agents Exp.CIVIL shall not be responsible for the accuracy or G�'tiP ompleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 11/2" x 31/2" Continuous recessed key "b" bars 11 -�"a" bars STAGE 1 1 STAGE 2 STAGE 1 STAGE 2 LONGITUDINAL CONSTRUCTION JOINT ALTERNATIVES /4"=1'-0" Notes: 1. For details not shown, see "Structure Plans". 2. Longitudinal construction joints, when permitted by Engineer, shall be located on lane lines. 3. Transverse Contact Joint shall be a Minimum of 5'-0" from an existing or constructed weakened plane joint. 4. Couplers are required for stage construction. 5. Reinforcement shown is in 11-5 replacement with Reinforcement in 6. For drainage details, see "Structure Approach Drainage Details No. 2" sheet. Remove expanded polystyrene Minimum 6" from all exposed surface no less than 7 days after Approach Slab concrete has been placed DESIGN BT D. KIM er S. DESALEGN DETAILS �HECKE. A SIVATHASAN CHECKED D. KIM PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR BRIDGE NO. 54-0980 I DUNCAN CANYON ROAD OC (WIDEN) a ^ DESIGN OVERSIGHT ROBERT ZEZOFF STRUCTURE APPROACH TYPE R(30S) M. ANDRASEK PROJECT ENGINEER POST MILE QUANTITIES er D. KIM CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION 11 .03 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION OATES (PRELIMINARY STAGE ONLY) SHEET OF 7/ 0810/ /084/ 09 12 10 5/ II 9/ II 3/ 12 5 12 6/22/12 36 54 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES N 777-7111- ILE _> 54-0980-s-sa_r305.dgn Wingwall- E -2/. F Cap ends '% /' Structure f ' Approach O s / 41-x e ® f ®/ E oQ "D" Line ---------- H Exist Duncan Canyon Rd / Exist /— C Exist Brg Abut 1 Ret Wall APPROACH DRAINAGE PLAN No Scale (Abutment 1 shown) Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. 10"0 CSP �I acrossover Seeee 'Road Plans" Structure Approach - Slope Paving (Rock Blanket) See "Note 1" Outlet, see "Slope Paving - Full Slope" sheet, Typ Pilasters & conc Barrier not shown Top of Structure 3"0 Plastic pipe Approach Type R(30S) - (Slotted) - - - - - - - - - - - - - - - V-- Cap end 3"0 Plastic pipe (Unslotted) / - — -- -- 3110 Plastic pipe Geocomposite (Slotted) I' I drain at exist Ret Wall front face Plastic pipe r (Slotted) --- -- — -- — 3"0 Plastic pipe Drainage Pad (Unslotted) SECTION H -H No Scale (Abutment 1 shown, Abutment 3 similar) W01 3"0 Plastic pipe - (Slotted) (beyond) 3"0 Plastic pipe- (Unslotted) Geocomposite drain Drainage See "Detail 7" & "Note 4" -- Top of footing SECTION E -E No Scale Pilasters & conc Barrier not shown Top of Structure Approach Type N(30S)� - - - Cap end 3"0 Plastic pipe (Unslotted) Geocomposite drain 3"0 Plastic pipe -- (S I otted) ipe-- (Slotted) Drainage Pad See "Deta i 1 7" & "Note 4" COUNTY ROUTE ITOTAL'PROJECT J No SHEET SBd 15 1 9.82/11.94 1293 1 310 6/22/12 QPOFES SION REGISTERED CIVIL ENGINEER DATE �e Fy MOHAN S. CHAR i NO. 57894 z PLANS APPROVAL DATE 6/30/14 ,H The State of California or its officers or agents Exp.CIVIL shall not be responsible for the accuracy or coWleteness of electronic copies of this plan sheet. QF- CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92668 FG 1. For Slope Paving (Rock Blanket) details, see "Slope Paving - Full Slope" sheet. 2. Bends andjunctions in 3" plastic pipe are 30" radius min. 3. Geocomposite drain, cement treated permeable base, and 3" dia slotted plastic pipe continuous behind Abutment and Retaining Walls. Provide "Tee"connection at 4" dia drain pipe. 4. See "Structure Approach Drainage Details No. 2" sheet. See "Detail 8" & "Note 4" ---------- I I I I I I "-4"0 Drain Pipe SECTION F -F No Scale (Abutment 1 Left Wingwall shown) Slope paving (Rock Blanket) DESIGN - D. KIM CHECKE. A SIVATHASAN PREPARED FOR THE BRIDGE NO. IDUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF BY S. DESALEGN DETAILS CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a SIGN OFF DATE M. ANDRASEK QUANTITIES BY D. KIM CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE 11.03 ]STRUCTURE APPROACH DRAINAGE DETAILS NO. 1 H a DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ II 9/ II 3/ 12 5/ 12 6/22/12 37 54 N ILE _> 54-0980-s-sapd0l.dgn T7-1711- ri CSP Ir Irrigation crossover See Road Plans" / K Outlet, see ��Slope Paving / / i;�L Cap ends N - Full Slope sheet, Typ 9-= r j tri ' Slope Paving /// ��i' (Rock Blanket) o See "Note 1" / / r, r`L '� r;' Structure �09e I. ri' Approach r, ', V) is -____________/ri'' r , H ------ I° -2% r'' H O C �l r O / ----- E: J r Filter r /* Cap r° / Cap Fabric Wrap around o 1Z_ Exist Duncan Canyon Rd r 1 Back of Abut Wall, Wingwall, Ret Wall ,'' or Front of exist Ret Wall cap end DETAIL 8 / C Exist Exist— Brg Abut 3 -7Ret Wall 0 Drainage pad — (Minor concrete) APPROACH DRAINAGE PLAN G Geocomposite drain ,--Filter fabric 3"� Plastic pipe (Slotted) TPB WITHOUT FOOTING Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. No Scale (Abutment 3 shown) G G Geocomposite drain v Filter fabric ° 3"0 Plastic pipe (Slotted) TPB Top of Abut Ftg WITH FOOTING DETAIL 7 Backface of Abut 4"0 drain I See "Note WEEP HOLE AND GEOCOMPOSITE DRAIN No Scale DISTI COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET 08 1 SBd 15 1 9.82/11.94 1 294 310 I 6/22/12 QROFESSlO,yq L I REGISTERED CIVIL ENGINEER DATE JK MOHAN S. CHAR i No. 57894 A PLANS APPROVAL DATE O EXP.6/30/14 I Structure The State of California or its officers or agents CIVIL I Approach shall not be responsible for the accurocy or �q>Fo�'tir O coWleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 3"� Plas999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 tic pipe Ret Wall (Slotted) (beyond) 3"0 Plastic pipe (Unslotted) FG 3"0 (Slotted) Plastic pipe See Note 3" connection SECTION G -G Geocomposite drain ^-image "Detail 7" of footing SECTION J -J No Sccle ------------------ I I I I I I I I I I I ---------I--J --- - - I I Slope paving (Rock Blanket) Notes: 1. For Slope Paving (Rock Blanket) details, see "Slope Paving - Full Slope" sheet. 2. Bends and junctions in 3" plastic pipe are 30" radius min. 3. Geocomposite drain, cement treated permeable base, and 3" dia slotted plastic pipe continuous behind Abutment and Wingwalls. Provide "Tee"connection at 4" dia drain pipe. Pilasters & conc Barrier not shown See "Detail 8" Top of Structure Approach Type N(30S) ------------- Cap end Geocomposite drain I \ See "Detail 7" r-7 r-1 r-11 4"¢ Drain Pipe SECTION K -K No Scale (Abutment 3 Left Retaining Wall shown) 3"0 Plastic pipe (Slotted), typ 3"0 Plastic pipe (Unslotted), typ DESIGN eT D. KIM -ECKE° A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF BY S. DESALEGN DETAILS CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a M. ANDRASEK QUANTITIES By D. KIM CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE 11.03 STRUCTURE APPROACH DRAINAGE DETAILS NO. 2 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 38 54 N FILE _> 54-0980-s-5apd02.dgn Backfill abutment to grading plane prior to placing slope paving --------- I I I / P / 0 Slope rounding / P 4" Drain Pipe / '�/ 10110 CSP Irrigation crossover 12'' / / See "Road Plans" / WINGWALL ELEVATION No Scale Limit of Slope Paving See "Note 2" (Rock Blanket) 2'- 0" 0 I 6 x 6 - W1.4 x W1.4 Formed welded wire fabric edge SECTION A—A No Scale Edge of deck Limit of Slope Paving (Rock Blanket) See "Note 2" /2" Premolded 2'-0" Exp joint filler 6" 1" Chamfer _ #3 a 18 Max M #3 Cant- Formed ont Formed 1 Ft thick cutoff edge wall at end of WW Outside face of WW #3L—C4 12 SECTION B—B No Scale Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. g 2" Expanded polystyrene 1" Chamfer Face of \1. Abutment Y - #q Tot 3 Rock #3 Cont _ 1.5 / #4 D,��O- 12 s #4 Tot 4 This dimension becomes zero when edge of deck is at outside face of WW 1'-0"± 1 2'-0" TYPICAL SECTION CONCRETE PAVING No Scale Notes: 1. Bottom of Slope Paving (Rock Blanket) to match toe of fill. Dimensions to be field verified. 2. For Slope Paving (Rock Blanket), see "Erosion Control Plans". #4 2� (A 12 6 x 6 - W1.4 x W1.4 welded wire fabric Connect 4"0± drain pipe to existing drain line thru slope paving to daylight. New drainage connection to be verifed by Field Engineer, Tot 3 per Abut — COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 12951 310 r 6/22/12 QROFESSI0 REGISTERED CIVIL ENGINEER DATE ef,� q< MOHA N S. CHAR i No. 57894 A PLANS APPROVAL DATE Exp..6/30/14 The state of California or its officers or agents CIVIL shall not be responsible for the accuracy or �q>Fo�'tir coWleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 0 0 off° O 0000" coo o 00 0 Slope Paving (Rock Blanket) Note: For actual limits of slope paving on this project, see sketch below. ---V PICTORIAL VIEW OF ROCK BLANKET INSTALLATION No Scale � Abut 1� O ------ — �"D" Line/ X Abut 3 .x x/ 23'-57/8"± LIMITS OF SLOPE PAVING (ROCK BLANKET) & DRAINAGE LAYOUT No Scale I DESIGN D. KIM BY S. DESALEGN DETAILS M. ANDRASEK QUANTITIES By D. K I M «� A. SIVATHASAN CHECKED D. KIM CHECKED A S I vATHASAN PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION BRIDGE NO. 54-0980 POST MILE 1 1 .03 DUNCAN CANYON ROAD OC (WIDEN) w a a DESIGN OVERSIGHT ROBERT ZEZOFF SLOPE PAVING - FULL SLOPE SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS UNIT 2232 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 DISREGARD PRINTS BEARING EARLIER REVISION DATES REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF N 7/ 0810/ /084/ 09 12 10 5/ 11 9/ IT3/ 12 5/ 12 6/22/12 39 54 FILE _> 54-0980-s-SIPOV.dgn ti N I Y, #5L - Const it I �— Conc Pilaster #5 p II 0 8" PO 8" See Z "Note 4" 5", TyP I #4 SECTION E—E #5 J Replace #5 (A 9 11-5 with #5 L(A 9 -- See "Note 3" E 5.. Replace 11-5 N #5 @ 1 8 I with #5 18 See "Note 3"� 6'-O" 7" Steel Anchor Plate Additional Typ #5 I C4 18 ea way See "Note 3 & 7" 1 O L L'7---, �a _ a - � T ~ 1 I I Additional 4" C l r #5 Lt 9 Edge See "Note 3" of Deck Typ SECTION A—A Y4 = 1'-0 Bridge (Widen) shown L 1 -4" #4 0(4 12 N #5 or tot 8 SECTION C—C Y4" = 1 '-0" Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. DESIGN OVERSIGHT ROBERT ZEZOFF DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) Conc Pilaster _ � Light Pole N I #5 or #6 See OI "Note 5"- Const r' it Const it 5", Typ Top of Link Rc Type 6 - #4 P Top of - #5 or #6 J Conc Barrier Type 26 (Mod) 7 -Conduit & Pull Box See "Note 1 & 2" #5 L typ 6'-0" L 9 Additional l#6 0 } Tot 4 �00�� a 11-5 t° 4" #5 x 1'-8" _ a #q Typ Tot 3 Edge of Deck Additional #5 2'-0" Tot 6, see "Note 7" Rep I ace #5 F— e 18 11-5 with #5 0 A 18 See "Note 3" SECTION B—B 3/4" = V-011 Bridge (Widen) shown V-4" U a #4 C�1 12 N #6 L or J tot 4 - 0 I #5 L or tot 4 N SECTION D—D 3/4" = 1 '-0" DESIGN D. KIM DETAILS BY M. ANDRASEK QUANTITIES By D. KIM � #4 F Typ ^� _U Conc Pilaster Pilaster _ Light Pole r outline I DISTI COUNTY I ROUTE TOTAL PROJECT J No SHEET �R 1 08 1 SBd 15 9.82/11.94 296 310 Irnh A–OA— - 6/22/12 gpOFESSJO,t, REGISTERED CIVIL ENGINEER DATE �O 4� �? Fy y MOHAN S. CHAR z PLANS APPROVAL DATE NO. 5 7894 Exp.6/30/14 The State of California or Its officers or agents yr C I V I L r shall not be responsible for the accuracy or 4 Opti completeness of electronic copies of this plan sheet. OF cAL15 CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 Notes: 1. See "Electrical Plans" for Conduit placement and Pull Box locations. Adjust reinforcement as necessary to clear obstructions. 2. See "Electrical Plans". 3. Limit of additional & modified Barrier reinforcement on each side of � of Pilaster on Sections & Elevation. 4. For Architectural surface, see "Architectural Details" sheet. 5. Concrete Barrier Type 26 (mod) 11-5 reinforcement shall continue through Pilaster. 6. Elevation shown at Bridge (Widen). Elevation at existing Bridge and Structure Approach similar. 7. Adjust reinforcement as necessary to clear utility openings. 8. For reinforcement not shown, see11-5 Deck Overhang Conc Pilaster _ � Light Pole �n SECTION E—E - iiio ----- -- o E 5.. N / I dia Anchor Bolt Tot 4, See "Note 2" 1 1/211= 1 '-0" #4� Steel Anchor Plate See "Note 2" #6 1 or r J- #5 1'_0' CHECKED L. HE PREPARED F O R T H E BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) CHECKED D. KIM in – ---A – – –– 54-0980 5" 6" 6" I 6" 6" 5" 2'-10" ELEVATION )/4" = 1'-0" See "Note 6" - Base Plate See "Note 2" - Bolt slot See "Note 2" Typ -#6 Pilaster reinf, typ �$ I #5 I I SECTION E—E - iiio - - M C o E 5.. Typ I 11" DETAILS dia Anchor Bolt Tot 4, See "Note 2" 1 1/211= 1 '-0" #4� Steel Anchor Plate See "Note 2" #6 1 or r J- #5 1'_0' SECTION E—E ELEVATION o LIGHT POLE ANCHORAGE DETAILS 1 1/211= 1 '-0" O CHECKED L. HE PREPARED F O R T H E BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a PROJECT ENGINEER L��J PILASTER DETAILS NO. 1 CXECKEDA. SIVATHASAN DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF w FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ II 9/ II 3/ 12 5/ 12 6/22/12 40 1 54 FILE _> 54-0980-t-pl strdt0l .dgn #5 L— Const it I o g� I rn $ L0 See "Note 4 #5 x 8'-6"— Tot 2 Match deck overhang 1" clr Typ WingwalI & Edge of deck — WWLOL 4 Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. Conc Pilaster I #5 5", Typ #4 8 #5 J Replace #5 @ 9 11-5 with #5 L@ 9 See "Note 3" Replace 11 5 #5F�v@18 with #5 7-1Q @ 18 See "Note 3"� 0 -0" 7 r Additional Typ #5 I @ 18 ea way See "Note 3 & 7" \3" Addition #5 L @ 9 See "No Structure Approach #4 11-5 Typ Replace #51— @ 18 11-5 with #5 C 3'-0" @ 18 See "Note 3" SECTION A -A SECTION B -B Y411 = 1 '-0" Nil = 1 '-0" Bridge (Widen) at Bridge (Widen) at Structure Approach shown. Structure Approach shown. DIST COUNTY ROUTE TOTAL PROJECT J No SHEET 08 SBd 15 9.82/11.94 297 310 Notes: 6/22/12 BRIDGE NO. 54-0980 POST MILE 11 .03 DUNCAN CANYON ROAD gpOFESSJO,t, REGISTERED CIVIL ENGINEER DATE II �? Fy III y MOHAN S. CHAR i 1. No. 57894 SCALE IN INCHES FOR REDUCED PLANS PLANS APPROVAL DATE Exp.6/30/14 DISREGARD PRINTS BEARING EARLIER REVISION DATES The State of California or Its officers or agents C I V IL yr r shall not be responsible for the accuracy or 4 Opti OF CALIF cowleteness of electronic cop%eS of this plan sleet. CITY OF FONTANA Conic Pilaster _ Light PoIe 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 2. 999 TOWN & COUNTRY ROAD N ORANGE. CALIFORNIA 92868 SECTION A -A SECTION B -B Y411 = 1 '-0" Nil = 1 '-0" Bridge (Widen) at Bridge (Widen) at Structure Approach shown. Structure Approach shown. I #5 II II 5", Typ Notes: PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION BRIDGE NO. 54-0980 POST MILE 11 .03 DUNCAN CANYON ROAD OC (WIDEN) II DESIGN OVERSIGHT ROBERT ZEZOFF III NO 2 1. See "Electrical Plans" for Conduit placement and Pull Box locations. SCALE IN INCHES FOR REDUCED PLANS UNIT 2232 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 DISREGARD PRINTS BEARING EARLIER REVISION DATES REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF Adjust reinforcement as necessary / ILE _> 54-0980-t-plstrdt02.dgn to clear obstructions. 2. See "Electrical Plans". N #4 3. Limit of additional & modified iD Barrier reinforcement on each side of t of Pilaster. See "Elevation" #5 or #6 J on "Pilaster Details No. 1" sheet. #5 4. For Architectural surface, see or #6 L "Architectural Details" sheet. 3'-0" Condu i t & Pu I I Box "Note See 1 & 2" 5. Concrete Barrier Type 26 (mod) 11-5 — — reinforcement shall continue through Pilaster. 6'-0" ---- 6. For "Section C -C & D -D" see - See — 9 Additional L "Pilaster Details No. 1" sheet. II "Note 5" min #6 7'-o' a T ;o Tot 4 = 7. Adjust reinforcement as necessary Structure to clear utility openings. Const it � Approach 11-5 O 00 L°>; 1 8. 9. For reinforcement not shown, see For reinforcement in Structure Approach, see "Structure Approach Type N(30S) "Structure a and Approach Type R(30S) CO 4 sheets. Ret Wall Type 1 #5 x 1'-8" #5 I tot 6 #4 11-5 Typ Tot 3 Additional 10. Remove expanded polystyrene minimum 4" & edge of deck See "Note 7" from all exposed surfaces no less than 7 days after approach slab concreete has been poured. RWLOL SECTION A -A SECTION B -B Y411 = 1 '-0" Nil = 1 '-0" Bridge (Widen) at Bridge (Widen) at Structure Approach shown. Structure Approach shown. DESIGN e, D. KIM DETAILS er M. ANDRASEK . � - -- QUANTITIES er D. KIM `"E�KEo L. HE CHECKED D. KIM CHECKED A. SIVATHASAN PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR PROJECT ENGINEER DEPARTMENT OF TRANSPORTATION BRIDGE NO. 54-0980 POST MILE 11 .03 DUNCAN CANYON ROAD OC (WIDEN) II DESIGN OVERSIGHT ROBERT ZEZOFF PILASTER DETAILS NO 2 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)ORIGINAL SCALE IN INCHES FOR REDUCED PLANS UNIT 2232 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 DISREGARD PRINTS BEARING EARLIER REVISION DATES REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 7/ 0810/ /084/ 09 12 10 5/ II 9/ II 21l'111121 q1 54 777-7111- ILE _> 54-0980-t-plstrdt02.dgn 'i- Conc P i l aster _I I #5 I #4 11-5 TYP ° OO o 0 / ------ u u /• --_-_- -----------------------V - --'------ See "Note 7" 1" clr See "Note 8" TYP 2'-0" 2'-0" Replace #5 — I @ 1 8 11-5 with #5 _T --D-_7 @ 18 —4/-4"+- See '-4"±See "Note 3" SECTION A—A 1 " = i/_0" Note: Exist Bridge shown. The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. ti N #51 Const Jt 0 See "Note 10" 8" 0 Additional #5J@9 8" See "Note 3" See "Note 4" #5 x 8'-6" - a Tot 2 DO Match exist deck overhang (#5 cont tot 4 4" Exist edge of deck Notes: Conc Pilaster 1. See "Electrical Plans" for Conduit = Light Pole placement and Pull Box locations. Adjust reinforcement as necessary to clear obstructions. 2. See "Electrical Plans". I 3. Limit of additional & modified Barrier reinforcement on each side of (L of Pilaster. See "Elevation" on "Pilaster Details No. 1" sheet. #5 4. For Architectural surface, see "Architectural Details" sheet. ti • 5. Concrete Barrier Type 26 (mod) 11-5 reinforcement shall continue through Pilaster. 6. For "Section C -C", see "Pilaster Details No. 1" sheet. 7. Existing #6 top, bottom & truss bars (protect -in-place). 8. Existing #4 @ 13 (protect -in-place). 9. Adjust reinforcement as necessary to clear utility openings. #4 10. Existing reinforcement to be removed. 1 1 . For reinforcement not shown, see 11-5 #5 or #6 12. For "Elevation", see "Pilaster L Details No. 1" sheet. Conduit & Pull Box See "Note 1 & 2" 6'-0" — — Additional t i ona I See "Note 5" J 1 911 I /]� #51& ttbond in L Additional min j� F— Const Jt 5" deep hole ° Tot OL #b'-0" Const 8 0 See "Note 3' - #4 B11-5 T I Top of yP ° o� o exist deck 00 O O l u u u -------- --------- -- -- __ See "Note 7" -- _-_ --__ #5 cont tot 4 4" See "Note 8" 1" cIr r SECTION B—B 1" = 1'-0" Exist Bridge shown. COUNTY I ROUTE ITOTAL'PROJECT J No SHEET SBd 1 15 1 9.82/11.94 1298 1 310 I 1 ", / &Z \1_9V 1_ 6/22/12 QPOFESSIpN REGISTERED CIVIL ENGINEER DATE �e Fy MOHAN 5. CHAR i No. 57894 z PLANS APPROVAL DATE 6/30/14 Exp. ,H The State of California or its officers or agents CIVIL shall not be responsible for the accuracy or �q;,p�'tiP ompleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 5", Typ N I #5 or #6 J —See "Note 10" 0 I 8" ro #5 x 1-8" LL r- #5 x 1-8" tot 2 Exist edge of deck Top of exist deck U d DESIGN e, D. KIM `"ECKEo L. HE PREPARED FOR THE #4 @ 12 _ DUNCAN CANYON ROAD OC (WIDEN) a DESIGN OVERSIGHT ROBERT ZEZOFF N DETAILS eY MANDRASEK CHECKED D D. KIM STATE OF CALIFORNIA MOHAN S. CHAR #6 L or J tot 4 - C II o . - -- QUANTITIES 9Y D. KIM CHECKED A. SIVATHASAN [or J N 1 PILASTER DETAILS NO 3 #5 tot 4 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING #q SHEET OF SECTION F—F 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES Y4'. N #5 L ILE _> 54-0980-t-plstrdt03.dgn Replace 11 5 #5 v� @ 1 8 Replace #5 @ with #5 J @ 9 9 11-5 with #5 =VF --7 @ 18 See "Note 3" See "Note 3"� 0 -0" Additional #5 @ 18 ea way O Const Jt Dri I I & bond in Typ 5" deep hole See "Note 3 & 9"� / #4 11-5 TYP ° OO o 0 / ------ u u /• --_-_- -----------------------V - --'------ See "Note 7" 1" clr See "Note 8" TYP 2'-0" 2'-0" Replace #5 — I @ 1 8 11-5 with #5 _T --D-_7 @ 18 —4/-4"+- See '-4"±See "Note 3" SECTION A—A 1 " = i/_0" Note: Exist Bridge shown. The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. ti N #51 Const Jt 0 See "Note 10" 8" 0 Additional #5J@9 8" See "Note 3" See "Note 4" #5 x 8'-6" - a Tot 2 DO Match exist deck overhang (#5 cont tot 4 4" Exist edge of deck Notes: Conc Pilaster 1. See "Electrical Plans" for Conduit = Light Pole placement and Pull Box locations. Adjust reinforcement as necessary to clear obstructions. 2. See "Electrical Plans". I 3. Limit of additional & modified Barrier reinforcement on each side of (L of Pilaster. See "Elevation" on "Pilaster Details No. 1" sheet. #5 4. For Architectural surface, see "Architectural Details" sheet. ti • 5. Concrete Barrier Type 26 (mod) 11-5 reinforcement shall continue through Pilaster. 6. For "Section C -C", see "Pilaster Details No. 1" sheet. 7. Existing #6 top, bottom & truss bars (protect -in-place). 8. Existing #4 @ 13 (protect -in-place). 9. Adjust reinforcement as necessary to clear utility openings. #4 10. Existing reinforcement to be removed. 1 1 . For reinforcement not shown, see 11-5 #5 or #6 12. For "Elevation", see "Pilaster L Details No. 1" sheet. Conduit & Pull Box See "Note 1 & 2" 6'-0" — — Additional t i ona I See "Note 5" J 1 911 I /]� #51& ttbond in L Additional min j� F— Const Jt 5" deep hole ° Tot OL #b'-0" Const 8 0 See "Note 3' - #4 B11-5 T I Top of yP ° o� o exist deck 00 O O l u u u -------- --------- -- -- __ See "Note 7" -- _-_ --__ #5 cont tot 4 4" See "Note 8" 1" cIr r SECTION B—B 1" = 1'-0" Exist Bridge shown. COUNTY I ROUTE ITOTAL'PROJECT J No SHEET SBd 1 15 1 9.82/11.94 1298 1 310 I 1 ", / &Z \1_9V 1_ 6/22/12 QPOFESSIpN REGISTERED CIVIL ENGINEER DATE �e Fy MOHAN 5. CHAR i No. 57894 z PLANS APPROVAL DATE 6/30/14 Exp. ,H The State of California or its officers or agents CIVIL shall not be responsible for the accuracy or �q;,p�'tiP ompleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 5", Typ N I #5 or #6 J —See "Note 10" 0 I 8" ro #5 x 1-8" LL r- #5 x 1-8" tot 2 Exist edge of deck Top of exist deck DESIGN e, D. KIM `"ECKEo L. HE PREPARED FOR THE BRIDGE DUNCAN CANYON ROAD OC (WIDEN) a DESIGN OVERSIGHT ROBERT ZEZOFF DETAILS eY MANDRASEK CHECKED D D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-09880 II . - -- QUANTITIES 9Y D. KIM CHECKED A. SIVATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER PAST MILE 11 .03 PILASTER DETAILS NO 3 SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION OATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ II 9/ II 3/ 12 5 12 6/22/12 4'L 54 N 777-7111- ILE _> 54-0980-t-plstrdt03.dgn L. U LENGTH FOR PAYMENT OF CHAIN LINK RAILING TYPE 6 R' -n" Min - 19'-0" MnY END PANEL 8/-011 — 12/-011 )/4" Min Typ TS2x2xY6 1 /4" 0 Galy TENSION ROD /4" 0 HEX HEAD SELF -TAPPING SCREWS WITH LOCK WASHERS m 14 C -C, Max L 21/2 X 2(/2 x YG 13/8 SECTION A—A (L POST POCKET = fL TUBE 8" I 8" (/2 " —'I %"0 HOLE FOR Y16" CABLE, SEE x NOTE 15 = g N 13" N Z #4 m E� Tot 2 411 x 611 x 9f DEEP POST POCKET FILL WITH MORTAR 2-#4 x 1'-0" 244 x 2'-11" POST ANCHORAGE DETAIL 11/2" = 1'-0" Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. AA:n - 1'J'-0" AA— DECK OR WALL JOINT EXPANSION PANEL SPLICE R 11'-11" Max SEE "SPLICE OR EXPANSION JOINT DETAIL' _ CAP R NOT SHOWN C° TS 2 x 2 x /I6 TYPICAL ALL POSTS SEE "NOTE 2" TYPICAL INTERIOR PANEL ELEVATION (/2" = 1'-0" I" 0 ROUND HEAD MACHINE SCREWS ITH 1 %2' X 1(/z' X ((/4" LAIN WASHERS, LOCK WASHER, HEX NUT 0 18, Max, TYP 4" Channel 1/2' HEX HEAD BOLT WITH PLAIN WASHER W, X 11/4" SLOTTED HOLE IN ANGLE - N16" CAP R TACK WELD (/2" HEX NUT TO CAP R SECTION B—B 6" = 1'-0" TWO LEGS CONNECTION DETAILS OF ANGLE G SIMILAR TO "SECTION C -C" Nib" CAP R F i------- %" Clr I I BOLTED ALTERNATIVE 1 Max I I I I VL CIr I 4 I I 5" 2'-0" 4'-0" Min - 8'-0" Max Min C � /W1 SEE "POST ANCHORAGE COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 1299 1 310 SECURE FABRIC TO INTERMEDIATE POSTS v i WITH 1/4' 0 -TAPPING` / HEX HEAD SELF SCREWS WITH It Y4 X 1Y4 X Y6" 25° - J Horiz -;r LJ LJ The State of California or its officers or agents V I L shall not be responsible for the a=rocy or s>, tip AND POSTS ADJACENT TO ELECTROLIER onnialeteness of electronic copies of this plan sheet. OF CALIFO OPENINGS OR DECK OR WALL JOINTS C° TS 2 x 2 x /I6 TYPICAL ALL POSTS SEE "NOTE 2" TYPICAL INTERIOR PANEL ELEVATION (/2" = 1'-0" I" 0 ROUND HEAD MACHINE SCREWS ITH 1 %2' X 1(/z' X ((/4" LAIN WASHERS, LOCK WASHER, HEX NUT 0 18, Max, TYP 4" Channel 1/2' HEX HEAD BOLT WITH PLAIN WASHER W, X 11/4" SLOTTED HOLE IN ANGLE - N16" CAP R TACK WELD (/2" HEX NUT TO CAP R SECTION B—B 6" = 1'-0" TWO LEGS CONNECTION DETAILS OF ANGLE G SIMILAR TO "SECTION C -C" Nib" CAP R F i------- %" Clr I I BOLTED ALTERNATIVE 1 Max I I I I VL CIr I 4 I I 5" 2'-0" 4'-0" Min - 8'-0" Max Min C � /W1 SEE "POST ANCHORAGE COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 1299 1 310 SECURE FABRIC TO INTERMEDIATE POSTS I ' �/ K_�I/ `f�/`� 6/22/12 Q1yoFESs1aDH� REGISTERED CIVIL ENGINEER DATE ASF WITH 1/4' 0 -TAPPING` deo 2 HEX HEAD SELF SCREWS WITH It Y4 X 1Y4 X Y6" MOHAN S. CHAR A WASHER & 15 C -C, Max NO. STBsa PLANS APPROVAL DATE DESIGN OVERSIGHT ROBERT ZEZOFF E 6/30/14 .I ANCHOR %6" Galy CABLE AT END POSTS The State of California or its officers or agents V I L shall not be responsible for the a=rocy or s>, tip AND POSTS ADJACENT TO ELECTROLIER onnialeteness of electronic copies of this plan sheet. OF CALIFO OPENINGS OR DECK OR WALL JOINTS SIGN OFF DATE WITH STUD SOCKET ASSEMBLY OR %2" CITY OF FONTANA WELDED EYEBOLT AND CRIMPED SLEEVE 8353 SIERRA AVENUE CLAMP. PROVIDE 1%2' Min TAKE-UP AT FONTANA, CA 92335 EACH ANCHORAGE. AECOM TECHNICAL SERVICES INC. N 999 TOWN & COUNTRY ROAD 1/4' 0 HEX HEAD ORANGE, CALIFORNIA 92868 SELF -TAPPING SCREWS 13/a WITH LOCK WASHERS a L 2%2 x 2(/2 x 3/16, TYP 14 C -C, Max, TYP r 1/4' 0 Ga IV TENSION ROD, TYP J END PANEL END PANEL 4/-011 — 8/-011 2/-011 — 4/-011 1/4' Channel 1 Y4' _+ +1 SECTION C—C 6" = 1 '-0" 2� 2" _ 11/2" 11/i " 211 1 1 L— CHAIN LINK RAILING TYPE 6 (MOD) CONCRETE BARRIER B1 1-54 TYPE 26 TYPICAL SECTION 1/2" ,---WITH2EPLAIN WASHEHEAD RSTot 2 LOCK WASHER & HEX NU'T. FINGER TIGHT & PEEN THREADS —_J I SPLICE R 1/2' x 1" SPLICE R 2%2 X 11 X3/g" SPLICE OR EXPANSION JOINT DETAIL END POST CAP DETAIL 6" = 1'-0" Expansion joint some dimension as expansion joint in deck or wall. 6" = 1'- 0" Increase slotted hole length and splice R length correspondingly. /4" Min TS 2 x 2 x 3/16, TYP Typ SECTION D—D NOTES: 6" = 1'-0" 1. Horizontal angle shall be continuous over not less than two intermediate posts except that a shorter length is permitted at expansion joints, electroliers and other rail discontinuities. 2. One post may be embedded 6" minimum to accommodate grade changes, otherwise fabricate post lengths as required. 3. Curved posts may be rotated in plan within its post pocket to accommodate curved horizontal alignment. 4. Straight posts and straight portions of curved posts shall be installed normal to bridge profile grade. 5. Top horizontal angle shall be parallel to bridge profile grade and shall be shop bent to fit horizontal curves. 6. When railing is on slope, fabric shall be placed parallel to slope. 7. Alternative details may be submitted by Contractor for Engineer's approval. 8. For details and reinforcement not shown, see "CONCRETE BARRIER TYPE 26" sheet. (B11-54) 9. See Bridge Plans for limits of Chain Link Railing Type 6. 10. Provide thimbles at all cable loops. 11. Chain link fabric to be 6'-0" wide with 1" mesh and with knuckled selvage top and bottom. 12. When railing is placed on a horizontal alignment with a radius of 150'-0" or less, thread 716" cable through %" 0 welded eye rods embedded 4" into the top of the concrete parapet and equally spaced to limit the middle ordinate distance between 5/6" cable and the curve to 1" maximum. 13. Splices and expansion joints shall be located at � panel. 14. Holes in posts for 5/6" cable and its anchorage may be field drilled and painted with zinc rich paint. DESIGN "T D. KIM c"E°KE° A. SIVATHASAN BY M. ANDRASEK CHECKED D. KIM DETAILS PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR BRIDGE NO. 54-0980 DUNCAN CANYON ROAD OC (WIDEN) a DESIGN OVERSIGHT ROBERT ZEZOFF CHAIN LINK RAILING TYPE 6 (MOD) PROJECT ENGINEER POST MILE QUANTITIES By D. KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION 11.03 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNI T 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 43 54 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES N FILE _> 54-0960-t-rldt0l dgn Additional layer of Chain Link Fencing Architectural Surface (Stone Veneer) !,I 1 latone veneer) jr- ��J PARTIAL ELEVATION I/2" = 1 '-0" Conc Barrier Type 26 (mod) )ISTJ COUNTY I ROUTE ITOTAL' PWC7ECT J No SHEET 08 1 SBd 15 9.82/11.94 1 300 1 310 im6/22/12 2SOFESSION REGISTERED CIVIL ENGINEER DATE ep 4� m MOHAN S. CHAR z A PLANS APPROVAL DATE No. 57894Exp 6/30/14 The state of California or its officers or agents CIVIL shall not be responsible for the accuracy or �q>Fo�'tir coWleteness of electronic copies of this plan sheet. (OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 Architectural Surface (Stone Veneer) AVg ARCHITECTURAL SURFACE (STONE VENEER) DETAIL No Scale Conc Pilaster 605+15.00 "D" Line 605+99.00 "D" Line 606+83.00 "D" Line Chain Link Railing Type 6 (mod) Conc Pilaster Conc Barrier Type 26 (mod) 0 0 00 7+67.00 "D" 608+51.00 "D" Line 605 606 c��~' 607 "D" Line 608 609 e Jj 609+35.00 "D" Line \608+49.50 N 605+97.50 "D" Line X "D" Line 604+29.50 "D" Line 605+13.50 'D' Line ��L 606+81.50 "D" Line 607+65.50 "D" Line /� SECTION L—L /2 - 1,_0 LIGHT POLE LOCATIONS Note: a The Contractor shall verify all PLAN a controlling field dimensions before ordering or fabricating any material. No Scale DESIGN BY D. KIM CHECKED A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF DETAILS BY M. ANDRASEK CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a QUANTITIES BV D. KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE 11.03 ARCHITECTURAL DETAILS a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 211'1'115/ 121G/22/121 44 54 FILE _> 54-0980-t-r1dt02.dgn Installation Notes: 1. Sliding spacer assemblies (Item A) wi I I be placed seven feet from each bridge abutment and on either side of bridge joints. At the abutments, a second sliding spacer assembly (Item A) will be installed six feet from the first sliding spacer assembly (Item A). Each 20' length of conduit will have a minimum of four supports, spaced as shown in "Typical Conduit Installation in bridges" Detail. For those locations not specified above, fixed spacer assemblies will be used for conduit support. 2. The conduit expansion sleeve (Item F) shall be installed 10'from the abutments and as close as possible to each bridge joint between sliding spacer assemblies. See typical conduit installation. 3. A /2" steel shear plate (Item E) is to be placed from the bridge abutment wall extending 5' minimum outside the abutment to support the conduits against shear from embankment settlement. 4. The conduit spacer assembly (Items A and B) shall be securely attached to the bridge slab with epoxy binder (Item G). The concrete surface shall be leveled and thoroughly cleaned prior to application of the epoxy. 5. The epoxy binder (Caltrans approved) is a two -component adhesive. Approximately one gallon of mixed epoxy will be needed for every 15 assemblies. 6. The space between the conduits and the bridge abutment opening shall be sealed. Tightly wrap two layers of #15 building paper around conduits or expansion sleeve, through the cell opening and seal with mortar at a minimum thickness of 4". 7. Total weight includes conduit, conduit spacers, conduit brackets and conductors. Conductors will consist of 3-750MCM CAN 15 -kV per 6" Conduit. 8. Consult bridge design engineer for seismic movement requirements. Then consult Civil/Structural and Standard Engineer for appropriate seismic design and construction material. 9. When communications duct is installed, it shall be in same installation pattern as the larger conduit. Two inch schedule 40 conduit shall be used. Tape wrap, leave clean and dry (no coatings)— Rubber splicing compound to make smooth surface for tape wrap (no voids) BB or EB Limit of Structure Bonding cable Conduits Approach Provide 2'-0" slack 3" Abut backwall Encase steel plate & conduits in lean conc base Cap both ends of conduit / - � T H 5'-0" 6 Expansion anchorage device: %4" Dia Stud, hex nut & flat washer, 8" spacing, min embedment is 3/2 Note A: Seal utilities at Abutment with concrete or mortar, after tighly wrapping utility with 2 layers of 15# building paper. Exothermic weld copper cable to rebor Electrical Bond Cable, #1/0 AWG Type THW copper Dedicated #4 bar 20'-0" min length EXOTHERMIC WELD DETAIL No Scale See "Exothermic Weld Detail" 7'-0" Typ Utility Opening See "Note A" Abut seat 3'-0" 3'-0" Typ Typ SLIDING 6—WAY SPACER ASSEMBLY IID No Scale FIXED 6—WAY SPACER ASSEMBLY IID No Scale COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 1 3011 310 I ' �� K_/f/ `f�/`� 6/22/12 QIyOFESSlON REGISTERED CIVIL ENGINEER DATE ef,� q< MOHAN S. CHAR i W A PLANS APPROVAL DATE No. 57894 E,� 6/30/14 The State of California or its officers or agents 40, CIVIL shall not be responsible for the accurocy or �q>Fo�'tir cogoleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 ITEM QTY ARMORCAST PART # OR EQUIVALENT MATERIAL DESCRIPTION 1 As Req'd A6001586-8 Sliding Polymer Concrete Support Block 36" x 8" x 3/2" 2 As Req'd A7001546-8 Hot Dipped Ga I v. Steel Plate 32" x 7" xi /4" 3 As Req'd A6001546 Base Spacer Section 4 As Req'd A6001547 Intermediate Spacer Section 5 As Req'd A6001546 Top Spacer Section © As Req'd POST MILE 11.03 3/B" Nut, unc, SST 7 As Req'd ORIGINAL SCALE IN INCHES I I I I I I UNIT 2232 %6" Washer, SST 8 As Req'd FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 3/g" Anchor Bolts SST 9 As Req'd 3/g" x 22" Threaded Rod, SST 00 As Req'd A6001548 Fixed Polymer Support Block 29/2" x 3" x 4" 51-011 Typ C Bent FILE _> 54-0980-u-miscdtOl.dgn QTY CARLON PART # OR EQUIVALENT MATERIAL DESCRIPTION JTE As Req'd Sliding 6 -Way Spacer Assembly IID As Req'd Fixed 6 -Way Spacer Assembly IID No Scale As Req'd Electrical Conduit OD As Req'd Building Paper #15 (Roofing Paper) QE As Req'd Steel Plate /2", (width = width of opening - 2") QF As Req'd E945R Sleeve Expansion, Conduit Plastic PVC 6" © As Req'd Epoxy Binder (Caltrans Approved) FILE _> 54-0980-u-miscdtOl.dgn TheeContractor shall verify all TYPICAL CONDUIT INSTALLATION IN BRIDGES w a controlling field dimensions before No Scale ordering or fabricating any material. DESIGN BY D. KIM BY S. DESALEGN DETAILS CHECKED A SIVATHASAN PREPARED FOR THE CHECKED STATE OF CALIFORNIA MOHAN S. CHAR D. KIM BRIDGE NO. 54-0980 DUNCAN CANYON ROAD OC (WIDEN) a DESIGN OVERSIGHT ROBERT ZEZOFF MISCELLANEOUS DETAILS NO. 1 M. ANDRASEK PROJECT ENGINEER QUANTITIES By D. KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION POST MILE 11.03 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES I I I I I I UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET I OF 7/ 0810/ /084/ 09 1210 5/ 11 201i]2! -A'115/ 121G/22/121 45 1 54 FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES N FILE _> 54-0980-u-miscdtOl.dgn Casing pipe, extend pipe 5'Min beyond Approach slab, Structure end of retaining wall, Approach slab end of wingwall, or 20' 30"0 Casing beyond abutment backwall, i MISCELLANEOUS whichever is greater NO. 2 See "Utility Plans" N #4 (-1 tot 2 for pipe ine - LL ----- ------- -- continuation - ------------- Dirt Stop, see See "Note 4" Dirt Stop Detail FOR REDUCED PLANS O 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES N Abutment Casing insulator spacing backwall See "Note 6" 38"0 Utility - opening Seismic expansion assembly Bridge deck 2'-0" 1'-6" 10' Maax x I I 30"0 Welded 16"0 Waterline steel casing See "Note 1" 4'-0" Min Bridge J x -16"O Waterline 8'-0" Max Soffit See "Note 1" Soffit opening, see "Soffit Opening Grate" PIPE INSTALLATION AT SEAT TYPE ABUTMENT Girder 4'-71/4 2'-35/8 Typ i r' °o a Typ 1 21/2 Un TYP 7yp #6 on each side, typ- 21/4 x 1/2 bar, typ `.J Typ \N �1 6 Place long edge parallel to � girder #6 A Rein No scale 38"0 Utility opening -------- ----------------------------- -------- Precast con" -- 30"0 Welded Cradle, typ�sj steel casing Bride Soffit PIPE INSTALLATION AT BENT CAP No scale 21/ x 1/ x 3'-01/" bar L3 x 3 x 1/ = a Four #10d galvanized nail 4 2 2 4 T at each plank, typ N H 2 x 4 redwood, typ T Dirt Stop 2 x 8 redwood Galvanized 11/4"0 threaded L anchor bolt 8" m i n embedment w/ hex nut & washer, typ #4 C� tot 4 o Typ with opening 00 c) #4 Additional cut to fit pipe line �� 1" clr I Reinf i Typ / Typ I Soffit 12"0 x 12" blank bolt, typ Opening P g Soffit of bottom slab SECTION B—B DIRT STOP DETAIL X16 Typ No Scale No scale � � B 2 �'4 x 1/2 x 3'-01/2" bar, typ 3 x 1/4 x 3'-21/2" bar, typ `.J #4 x 3'-0" tot 2 centered on each corner L3 x 3 x 1/4 , typ 1 53/4 Typ %2"0 1 x 12" blank bolt, typ SOFFIT OPENING GRATE i "=1 /_nil ^' ace f rame f I List th inside surface soffit slab iyp VIEW A—A Note: 1"=1'-0" The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. Stop longitudinal and transverse reinforcement 2" clear of grate, typ Notes: 1. Pipe line shall be installed parallel to bridge deck. 2. Pipe shall be tightly clamped at two pipe supports nearest the center of the bridge. All other supports, pipe clamp shall be shimed with steel washer plate to provide 1/4" clearance between pipe and clamp. 3. For continuation of pipe line at both ends, see "Road Plans". 4. Seal utilities at abutments with concrete or mortar, after tightly wrapping utility with 2 layers of 15 lbs building paper. If structure is prestressed, seal to be placed after stressing is completed. 5. Precast cradles shall be securely fastened to bridge soffit slab with a two -component epoxy adhesive. Contact surface of soffit slab shall be roughened & cleaned prior to application of adhesive. 6. Casing insulator spacing shall be per manufacturer's recommendation or 7' maximum, whichever is less. First and last insulator shall be within 1' from end of casing. Fill void between dirt stop and first casing insulator with foam. 7. For soffit opening, soffit access opening and girder stem access opening locations, see "Girder Layout No. 1 & No. 2" sheets. COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 1302 1 310 r' 6/22/12 QROFESSI0 REGISTERED CIVIL ENGINEER DATE ef,� q< MOHA N S. CHAR i W 5 A PLANS APPROVAL DATE 4 No. E,� 6/3 789 4 The State of California or its officers or agents .CIVIL shall not be responsible for the accurocy or 0/14 �q>Fo�'tir completeness of electronic copies of this plan sheet. (OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 ZL Utility Typ Galvanized steel strap PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR 16"0 Waterline DUNCAN CANYON ROAD OC 30"0 Casing a i MISCELLANEOUS Precast conc NO. 2 Cradle 1200 #4 (-1 tot 2 \ #4 tot 8 UNIT 2232 Epoxy adhesive i -4" max Roughen Typ & Varies surface SECTION �_ Pipe support 9.. 9.. Felt or neoprene -8" x 3" galvanized steel strap F—T � #4 f-1 Precast #4 Conc Cradle #4 1'-4" ELEVATION PIPE SUPPORT DETAIL 3/4"=1 '-0" DESIGN er D. KIM cHE°KE° A SIVATHASAN DETAILS er M. ANDRASEK CHECKED D. KIM PREPARED FOR THE STATE OF CALIFORNIA MOHAN S. CHAR BRIDGE NO. 54-0980 DUNCAN CANYON ROAD OC (WIDEN) a DESIGN OVERSIGHT ROBERT ZEZOFF MISCELLANEOUS DETAILS NO. 2 PROJECT ENGINEER POST MILE QUANTITIES ev D. KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION 11 .03 a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 46 54 FOR REDUCED PLANS O 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES N FILE _> 54-0980-u-miscdt02.dgn Seismic expansion assembly Bridge deck Casing pipe, extend pipe 5' Min beyond Approach slab, Structure 1'-0" 2'-0" 1'-6;' 15'-0" end of retaining wall, Approach slab .- Max end of wingwall, or 20' beyond abutment backwall, whichever is greater I I See "Utility Plans" for pipeline FIT 12"0 welded 4"0 Waterline steel casing See "Note 1" - continuation - ------------ ------------- D ---------- - - ------------ ------------ - - -- Dirt Stop, see See "Note 4" 1777/77 "Dirt Stop Detail" Abutment Casing insulator spacing backwall 4'-0" Min Bridge 4"O Waterline See "Note 6"22"0 Utility 8'-0 Max SoffitT I See Note 1" opening Soffit opening, see "Soffit Opening Grate" PIPE INSTALLATION AT SEAT TYPE ABUTMENT � Girder OE — i/W ro 9 \\4 -?B rI n =o a Typ -y 2i/2 i�I // I T; #6 on each side, typ- 21/4 x 1/2 bar, typ Typ 4�\ Place long edge parallel to � girder ji L 22"0 Utility opening I _ ■ Precast conX12"0 welded ` Bridge Cradle, typImsj steel casing Soffit PIPE INSTALLATION AT BENT CAP No scale No scale Four #10d galvanized nail 21/4 x 112 x 3'-01/2` bar L a x 3 x 1/4 at each plank, typ =N a Typ X1 — Typ 6 N 2 x 4 redwood, typ Dirt Stop 2 x 8 redwood Typ with opening / x a cut to fit pipe line 00 O° #4 Additional Reinf �\ Soffit 12"0 x 12" blank bolt, typ Opening Soffit of bottom slab SECTION B—B 21/4 x 1/2 x 3'-0�'2" bar, typ 3 x 1/4 x 3'-21/2" bar, typ A #4 x 3'-0" tot 2 centered on each corner L3 x 3 x 1/4 , typ 1'-2%4" 2"9S x 12" blank bolt, typ Typ SOFFIT OPENING GRATE 1"=1'-0" Place frame flush #6 Additional with inside surface Reinf, typ--) of soffit slab .11,clr Typ Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. '--Stop longitudinal and transverse reinforcement VIEW A -A 2" clear of grate, typ 1 "=1 -0" No Scale DIRT STOP DETAIL No scale Notes: 1. Pipe line shall be installed parallel to bridge deck. 2. Pipe shall be tightly clamped at two pipe supports nearest the center of the bridge. All other supports, pipe clamp shall be shimed with steel washer plate to provide 1/4" clearance between pipe and clamp. 3. For continuation of pipe line at both ends, see "Road Plans". 4. Seal utilities at abutments with concrete or mortar, after tightly wrapping utility with 2 layers of 15 lbs building paper. If structure is prestressed, seal to be placed after stressing is completed. 5. Precast cradles shall be securely fastened to bridge soffit slab with a two -component epoxy adhesive. Contact surface of soffit slab shall be roughened & cleaned prior to application of adhesive. 6. Casing insulator spacing shall be per manufacturer's recommendation or 7' maximum, whichever is less. First and last insulator shall be within 1' from end of casing. Fill void between dirt stop and first casing insulator with foam. 7. For soffit opening, soffit access opening and girder stem access opening locations, see "Girder Layout No. 1 & No. 2" sheets. COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 13031 310 r' 6/22/12 QROFESSI0 REGISTERED CIVIL ENGINEER DATE ef,� q< m MOHA N S. CHAR z No. 57894 A PLANS APPROVAL DATE E,� 6/30/14 The State of California or its officers or agentsCIVI L shall not be responsible for the G=rocy or �q>F°�'tir ca4oleteness of electronic copies of this plan sheet. OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 (L Utility Roughen1'-0" 1'-6" max surface—/Typ & Varies SECTION Pipe support Felt or neoprene 3'8" x 3" galvanized steel strap #4 F___1 Precast #4 Conc Cradle J #4 PIPE SUPPORT DETAIL 3/4"=1 '-0" Galvanized steel strap Galvanized g 4"0 Waterline 11"4"0 threaded Typ I (WIDEN) L anchor bolt DESIGN OVERSIGHT ROBERT ZEZOFF 12"0 Casing 8" m i n embedment STATE OF CALIFORNIA w/ hex nut & 54-0980 Precast conc washer, typ Cradle #4 U tot 4 #4 f-1 tot 2 1 " c I r, typ PROJECT ENGINEER \ #4 tot 8 120° ill Epoxy adhesive Roughen1'-0" 1'-6" max surface—/Typ & Varies SECTION Pipe support Felt or neoprene 3'8" x 3" galvanized steel strap #4 F___1 Precast #4 Conc Cradle J #4 PIPE SUPPORT DETAIL 3/4"=1 '-0" DESIGN er D. KIM cHE°KE° A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) a DESIGN OVERSIGHT ROBERT ZEZOFF BY M. ANDRASEK CHECKED D. KIM DETAILS STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 QUANTITIES ByCHECKED DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE MISCELLANEOUS DETAILS NO. 3 SIGN OFF DATE D. KIM A SIVATHASAN 11 .03 a DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNI T 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET Of FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 72 6/22/12 47 54 N FILE _> 54-0980-u-miScdtO3.dgn Remove existing reinforcement flush with concrete and coat ends with zinc rich primer 3/4" SOW Cut all around Soffi t \ I/4"0 Expansion anchorage Hinge Anchorage Detail device - total 4 SECTION A -A No Scale Shim plate I/4"0 countersunk bolt - %8" x 2" x 4" Iota 12 per hinge Minimum 1/2" oversized 1/4"0 Expansion anchorage \ � \ 0 � — \ recess hole devices total 2 per hinge Hinge ►� —/�� CE Bolt CE Anchorage bolt \ 1/4"2f Bolt, total 2 per hinge HINGE ANCHORAGE DETAIL � Bolt No Scale Edge of 2' x 2' DETAIL A access opening or optional 2'0 cored hole a HINGE DETAIL O 1 � I I I _ I I � I I N I A I JA �l o b ~ 3" FIIIet, typ Typ 2'-6" PLAN Edge of plate Stud DETAIL A No Scale 7/6" hole in angle for %"/0 Expansion anchorage devices, tot 4 r - I x 2'-11 " x 2'-11 " Edge of 2' X 2' max deck opening LI 2— Sawcut Symmetrical about opening Sawcut �- 3'-0" 1■]MAIN \I Symmetrical about CL opening 6y4„LO 6�4„ Grind or chip smooth COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 1304 1 310 I ' �� K_/f/ `f�/`� 6/22/12 Q1yOFESSl0N REGISTERED CIVIL ENGINEER DATE ef,� q< MOHAN S. CHAR i A PLANS APPROVAL DATE No. 57894Exp 6/30/14 The State of California or its officers or agentsCIVIL shall not be responsible for the accurocy or �q�o�'tir coWleteness of electronic copies of this plan sheet. (OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 L 4 x 4 x 5/16 x 4'-0" total 2 7/6" O hole in angle c 3„ for %"Z expansion %4" O Bolt. Nut to be tack N 'E anchorage devices welded to angle and bolt Typ head countersunk 1/4' into plate _/ TEMPORARY SOFFIT COVER PLATE No Scale Hinge 2" long split N � _ pipe backing I� 1. Non -removable pin in hinge. Chip existing concrete 1'-6" 2. Hinge assembly to be galvanized, approximately 2" prior to min lap 1" 2" 1" brass or stainless steel. placement of concrete closure 4" 3• Use thread locking system for -- -- - all hinge nuts. - HINGE DETAIL 4, Hinge assembly to be minimum —_ — ----------- -- - /8" thick. -- -- SOFFIT ACCESS DOOR ASSEMBLY Note: Soffit access door opening direction to be determined by the Engineer Note: No Scale The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. SOFFIT CLOSURE No Scale Concrete closure 75% pen. min Tack weld at this location only Note: Replace deck reinf each. Butt weld to existing. DESIGN eT D. KIM C'0" _=H----=_ ____=�== I I � I � a I I N H i O 54-0980 I I a I --1-- I -- -----1-- ==9 CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE 11 .03 3'-0" 1■]MAIN \I Symmetrical about CL opening 6y4„LO 6�4„ Grind or chip smooth COUNTY I ROUTE ITOTAL'PWC7ECT J No SHEET SBd 1 15 1 9.82/11.94 1304 1 310 I ' �� K_/f/ `f�/`� 6/22/12 Q1yOFESSl0N REGISTERED CIVIL ENGINEER DATE ef,� q< MOHAN S. CHAR i A PLANS APPROVAL DATE No. 57894Exp 6/30/14 The State of California or its officers or agentsCIVIL shall not be responsible for the accurocy or �q�o�'tir coWleteness of electronic copies of this plan sheet. (OF CALIF CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE. CALIFORNIA 92868 L 4 x 4 x 5/16 x 4'-0" total 2 7/6" O hole in angle c 3„ for %"Z expansion %4" O Bolt. Nut to be tack N 'E anchorage devices welded to angle and bolt Typ head countersunk 1/4' into plate _/ TEMPORARY SOFFIT COVER PLATE No Scale Hinge 2" long split N � _ pipe backing I� 1. Non -removable pin in hinge. Chip existing concrete 1'-6" 2. Hinge assembly to be galvanized, approximately 2" prior to min lap 1" 2" 1" brass or stainless steel. placement of concrete closure 4" 3• Use thread locking system for -- -- - all hinge nuts. - HINGE DETAIL 4, Hinge assembly to be minimum —_ — ----------- -- - /8" thick. -- -- SOFFIT ACCESS DOOR ASSEMBLY Note: Soffit access door opening direction to be determined by the Engineer Note: No Scale The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. SOFFIT CLOSURE No Scale Concrete closure 75% pen. min Tack weld at this location only Note: Replace deck reinf each. Butt weld to existing. DESIGN eT D. KIM cHE°KE° A SIVATHASAN PREPARED FOR THE BRIDGE NO. DUNCAN CANYON ROAD OC (WIDEN) DESIGN OVERSIGHT ROBERT ZEZOFF BY S. DESALEGN DETAILS CHECKED D. KIM STATE OF CALIFORNIA MOHAN S. CHAR 54-0980 a M. ANDRASEK QUANTITIES By D. KIM CHECKED A SIVATHASAN DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILE 11 .03 SOFFIT OPENINGS a SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05) ORIGINAL SCALE IN INCHES UNI T 22 32 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) 'F-'�-1 OF FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 7/ 0810/ /084/ 09 12 10 5/ 11 9/ 11 3/ 12 5/ 2 6/22/12 48 5q N FILE _> 54-0980-y-sopen.dgn 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 drilled boring finger pressure. Strong Will not crumble or break with finger 0 pressure. BOREHOLE IDENTIFICATION Symbol Hole Type Description slze A Auger Boring slze R Rotary drilled boring Field Approximation P Rotary percussion boring (air) 0 R Rotary drilled diamond core Very Soft HD Hand driven (1 -inch soil tube) < 0,12 HA Hand Auger O D Dynamic Cone Penetration Boring A CPT Cone Penetration Test (ASTM D 5778-95) L _I 0 Other Note: Size in inches. c 0 U 0 Hole I.D. Top Hole EI. 3„ Casing driven Description of material Size of Sampler (inches) 16 1.4 M JW uu Field & Lab Tests SPT N-ValueGWS Elev. (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 (ER;) _ ROTARY BORING CONSISTENCY OF COHESIVE SOILS PLASTICITY OF FINE-GRAINED SOILS Unconfined Pocket Torvane Description Compressive Penetrometer Measurement (tsf) Field Approximation the Strength (tsf) Measurement (tsf) No count recorded =4 Very Soft < 0.25 < 0.25 < 0,12 Easily penetrated several inches Driving rate in when drier than the plastic limit. seconds per 12" by fist Soft 0.25 to 0.50 0.25 to 0.50 0.12 to 0.25 Easily penetrated several inches without crumbling when drier than the plastic Limit. hammer and a 2.2" 65 by thumb Medium Stiff 0.50 to 1.0 0.50 to 1.0 0.25 to 0.50 Penetrated several inches by thumb with moderate effort Stiff 1 to 2 1 to 2 0.50 to 1.0 Readily indented by thumb but penetrated only with great effort Very Stiff 2 to 4 2 to 4 1.0 to 2.0 Readily indented by thumbnail Indented by thumbnail with Hard > 4.0 > 4.0 > 2 0 difficulty c 0 v U Hole I.D. Top Hole EI. 1„ Blows per 12" -30 Ground water (Using 28 Ib hand surface hammer with a 12" 4C Elev. drop or as noted) P Date easured Description of Pulled Pipe- materials <13 (S)Sample 500 (S)� taken Refusal Boring Date Terminated at Elev HAND BORING PLASTICITY OF FINE-GRAINED SOILS Description Criteria 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 El. plastic limit. No count recorded =4 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 Date measul Driving rate in when drier than the plastic limit. seconds per 12" 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 MB 156 percussion without crumbling when drier than the plastic Limit. c 0 v U Hole I.D. Top Hole EI. 1„ Blows per 12" -30 Ground water (Using 28 Ib hand surface hammer with a 12" 4C Elev. drop or as noted) P Date easured Description of Pulled Pipe- materials <13 (S)Sample 500 (S)� taken Refusal Boring Date Terminated at Elev HAND BORING 1g�[_180 09 Boring Date 1 DYNAMIC CONE PENETRATION BORING COUNTY I ROUTE ITOTAL PROJECT No SHEE1 SBd 1 15 1 9.82/11.94 1305 1 310 6/22/12 QROFESSION REG (!5A IVIL ENGINEER DATE 40 a< SCOTT Fy y LA1 z APPROVAL DATE IN 65756 EXP, 9/30/13 The State of California or its officers or agents 'D, CIV I1- �. shall not be responsible for the accuracy or qIF of avrpleteness of electronic copies of this plan sheet. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERIVCES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 KLEINFELDER WEST INC. 3880 LEMON STREET, SUITE #300 RIVERSIDE, CALIFORNIA 92501 C: 0 Hole I.D. To Hole EI. _0j Pressure measured along sleeve friction element (34.88 in 2 Pressure measured area) divided by on tip element pressure measured (2.33 in 2area) on tip element. 6 4 2 0 10 20 30 Friction Ratio (%) Tip Bearing (psf) Boring Date CONE PENETRATION TEST (CPT) SOUNDING PREPARED FOR THE /� J. SIPE (STAFF ENGINEER) c R. ESCANDON 54-0980 D U 1. DRAWN BY D. FAHRNEY N C A N CANYON ROAD OC ( W I D E N) a DESIGN OVERSIGHT ROBERT ZEZOFF FIELD INVESTIGATION BY: STATE OF CALIFORNIA ^ CHECKED BY M. CHIRUMALLA DATE: 06/05/08 PROJECT ENGINEER POST MILES SIGN OFF DATE DEPARTMENT OF TRANSPORTATION 1 1 .01 SOIL LEGEND NO. 1 a ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING r+EvIsIon onres GS LOTS ROCK LEGEND w FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES �. q/ 091 10 5/ 11 9/ 11 5/ 72 6/22/72 49 1 54 FILE =>>54-0980-z-Itb01.dgn C 0 v U � Hole I.D. Top Hole El. No count recorded =4 2D GWS Elev. Pushed Date measul Driving rate in 60 seconds per 12" 37 (using a Stanley 91 MB 156 percussion 1 958 hammer and a 2.2" 65 cone, or as noted) 43 1g�[_180 09 Boring Date 1 DYNAMIC CONE PENETRATION BORING COUNTY I ROUTE ITOTAL PROJECT No SHEE1 SBd 1 15 1 9.82/11.94 1305 1 310 6/22/12 QROFESSION REG (!5A IVIL ENGINEER DATE 40 a< SCOTT Fy y LA1 z APPROVAL DATE IN 65756 EXP, 9/30/13 The State of California or its officers or agents 'D, CIV I1- �. shall not be responsible for the accuracy or qIF of avrpleteness of electronic copies of this plan sheet. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERIVCES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 KLEINFELDER WEST INC. 3880 LEMON STREET, SUITE #300 RIVERSIDE, CALIFORNIA 92501 C: 0 Hole I.D. To Hole EI. _0j Pressure measured along sleeve friction element (34.88 in 2 Pressure measured area) divided by on tip element pressure measured (2.33 in 2area) on tip element. 6 4 2 0 10 20 30 Friction Ratio (%) Tip Bearing (psf) Boring Date CONE PENETRATION TEST (CPT) SOUNDING PREPARED FOR THE /� J. SIPE (STAFF ENGINEER) c R. ESCANDON 54-0980 D U 1. DRAWN BY D. FAHRNEY N C A N CANYON ROAD OC ( W I D E N) a DESIGN OVERSIGHT ROBERT ZEZOFF FIELD INVESTIGATION BY: STATE OF CALIFORNIA ^ CHECKED BY M. CHIRUMALLA DATE: 06/05/08 PROJECT ENGINEER POST MILES SIGN OFF DATE DEPARTMENT OF TRANSPORTATION 1 1 .01 SOIL LEGEND NO. 1 a ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING r+EvIsIon onres GS LOTS ROCK LEGEND w FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES �. q/ 091 10 5/ 11 9/ 11 5/ 72 6/22/72 49 1 54 FILE =>>54-0980-z-Itb01.dgn REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) GROUP SYMBOLS AND NAMES Graphic/Symbol SPT N60(Blows / 12 INCHES) Group Names Well -graded GRAVEL Graphic/Symbol Group Names 5 - 10 11 - 30 Medium Dense Dense 31 - 50 > 50 Lean CLAY Mostly GW Sand Coarse No. 10 to No. 4 Lean CLAY with SAND 0 Fine Well -graded GRAVEL with SAND Lean CLAY with GRAVEL CL SANDY lean CLAY SANDY lean CLAY with GRAVEL 000 0° Poorly graded GRAVEL 0o Oo GP GRAVELLY lean CLAY 0 0o Poorly graded GRAVEL with SAND GRAVELLY lean CLAY with SAND o 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 SANDY SILTY CLAY with GRAVEL �1elISgraded GRAVEL with CLAY (or SILTY CLAY) ' GW -GC Well -graded GRAVEL with CLAY and SAND GRAVELLY SILTY CLAY for SILTY CLAY and SAND) GRAVELLY SILTY CLAY with SAND o� Poorly graded GRAVEL with SILT SILT o GP -GM SILT with SAND 00 Poorly graded GRAVEL with SILT and SAND SILT with GRAVEL ML SANDY SILT SANDY SILT with GRAVEL o 00 o Poorly raded GRAVEL with CLAY (or S L CLAY) o GP -GC F100 graded GRAVEL with CLAY and GRAVELLY SILT 0 00o o SANDor SILTY CLAY and SAND) GRAVELLY SILT with SAND SILTY GRAVEL ORGANIC lean CLAY GM ORGANIC lean CLAY with SAND 0 0j SILTY GRAVEL with SAND ORGANIC lean CLAY with GRAVEL OL SANDY ORGANIC lean CLAY o CLAYEY GRAVEL SANDY ORGANIC lean CLAY with GRAVEL GC GRAVELLY ORGANIC lean CLAY 0o CLAYEY GRAVEL with SAND GRAVELLY ORGANIC lean CLAY with SAND 0 SILTY, CLAYEY GRAVEL ORGANIC SILT GC -GM ORGANIC SILT with SAND SILTY, CLAYEY GRAVEL with SAND ORGANIC SILT with GRAVEL OL SANDY ORGANIC SILT ° A.Well-graded SAND SANDY ORGANIC SILT with GRAVEL o SW GRAVELLY ORGANIC SILT Well -graded SAND with GRAVEL GRAVELLY ORGANIC SILT with SAND Poorly graded SAND Fat CLAY SP Fat CLAY with SAND Poorly graded SAND with GRAVEL Fat CLAY with GRAVEL CH SANDY fat CLAY 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 I�ell-eroded SAND with CLAY SILTY CLAY) Elastic SILT SW -SC (or Elastic SILT with SAND ° Wel ISgroded SAND with CLAY and GRAVEL (or SILTY CLAY and GRAVEL) Elastic SILT with GRAVEL MH SANDY elastic SILT Poorly graded SAND with SILT SANDY elastic SILT with GRAVEL SP -SM GRAVELLY elastic SILT Poorly graded SAND with SILT and GRAVEL GRAVELLY elastic SILT with SAND Poorly graded SAND with CLAY ORGANIC fat CLAY SP -SC (or SILTY CLAY) Poorly graded SAND with CLAY and ORGANIC fat CLAY with SAND GRAVEL for 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 OQ . COBBLES COBBLES and BOULDERS GRAVELLY ORGANIC SOIL BOULDERS GRAVELLY ORGANIC SOIL with SAND FIELD AND LABORATORY TESTING OConsolidation (ASTM D 2435) CL Collapse Potential (ASTM D 5333) CP Compaction Curve (CTM 216) CR Corrosivity Testing (CTM 643, CTM 422, CTM 417) CU Consolidated Undrained Triaxial (ASTM D 4767) DS Direct Shear (ASTM D 3080) EI Expansion Index (ASTM D 4829) OMoisture Content (ASTM D 2216) OC Organic Content -7 (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 -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 I ROUTE ITOTAL PROJECT No SHEE1 SBd 1 15 1 9.82/11.94 13061 310 6/22/12 QRGFESSION REG RED 'IVIL ENGINEER DATE �o °< SCOTT Fy y LAWSON z PLANS APPROVAL DATE No. 65756 EXP, 9/30/13 The State of California or its officers or agents y� CIVIL �. shall not be responsible for the accuracy or qIF of cALiFOR�� cenpleteness of electronic copies of this plan sheet. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 KLEINFELDER WEST INC. 3880 LEMON STREET, SUITE #300 RIVERSIDE, CALIFORNIA 92501 APPARENT DENSITY OF COHESIONLESS SOILS Description SPT N60(Blows / 12 INCHES) Very loose 0 - 4 Loose 5 - 10 11 - 30 Medium Dense Dense 31 - 50 > 50 Very Dense 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" Gravel 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 PREPARED FOR THE DDRAWN BY D. FAHRNEY J. SIPE (STAFF ENGINEER) R. ESCANDON 54-0980 U N C A N CANYON ROAD OAD OC ( W I D E N DESIGN OVERSIGHT ROBERT ZEZOFF FIELD INVESTIGATION BY: STATE OF CALIFORNIAAPROJECT ENGINEER OST MILES CHECKED BY M. CHIRUMALLA DATE: 06/05/08 DEPARTMENT OF TRANSPORTATION 11.0SOIL LEGEND NO. 2 SIGN OFF DATE ^ a ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING aEvIsIon onres snEer of z GS LOTS ROCK LEGEND w FOR REDUCED PLANS EARLIER REVISION DATES 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 �. q/ 0912 10 9/ 11 5/14/12 6/22/72 50 54 FILE =>>54-0980-z-Itb02..dgn REFERENCE: CALTRANS SOIL & ROCK LOGGING, CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007) PERCENT CORE RECOVERY (REC) & ROCK QUALITY DESIGNATION (ROD) c 0 L } ID 0 CID o Hole I.D. Top Hole EI. r= Length of the recovered core pieces (inches) x 100% REC = Total length of core run (inches) Begin drilled interval Length of intact core pieces a--4"_ x 100% ROD = Total length of core run (inches) n End drilled interval REC=88% Boring Date FRACTURE DENSITY Description ROCK HARDNESS Description No fractures. Criteria Extremely Hard Specimen cannot be scratched with a pocket knife or sharp pick; can only be chipped with Moderately fractured repeated heavy hammer blows. Very Hard Specimen cannot be scratched with a pocket knife or sharp pick. Breaks with repeated Combination descriptors (such as "Very intensely to intensely fractured") are used where equal distribution of both fracture density characteristics is present over a significant interval or exposure, or where characteristics are "in between" the descriptor definitions. Only two adjacent descriptors may be combined. heavy hammer blows. Hard Specimen can be scratched with a pocket knife or sharp pick with difficulty (heavy pressure). Heavy hammer blows required to break specimen. Moderately Hard Specimen can be scratched with pocket knife or sharp pick with light or moderate pressure. Core breaks with moderate hammer pressure. Moderately Soft Specimen can be grooved 1/6" deep with a pocket knife or sharp pick with moderate Solutioning or heavy pressure. Breaks with light hammer blow or heavy manual pressure. 11.01 Specimen can be grooved or gouged easily by a pocket knife or sharp pick with light Soft pressure, can be scratched with fingernail. Breaks with light to moderate manual pressure. Very Soft Specimen can be readily indented, grooved or gouged with fingernail, or carved with a No separation, intact pocket knife. Breaks with light manual pressure. FRACTURE DENSITY Description Observed Fracture Density Unfractured No fractures. Very slightly fractured Lengths greater than 3 feet. Slightly fractured Lengths from 1 to 3 feet with few lengths less than 1 foot or greater than 3 feet. Moderately fractured Lengths mostly in 4" to 1 foot range with most lengths about 8" Intensely fractured Lengths average from 1 to 4" with scattered fragmented intervals with lengths less than 4" Very intensely fractured Mostly chips and fragments with a few scattered short core lengths. Combination descriptors (such as "Very intensely to intensely fractured") are used where equal distribution of both fracture density characteristics is present over a significant interval or exposure, or where characteristics are "in between" the descriptor definitions. Only two adjacent descriptors may be combined. RELATIVE STRENGTH OF INTACT ROCK Term Jn1oxial Compressive Strength (PSI) Extremely Strong > 30,000 Very Strong 14,500 - 30,000 Strong 7,000 - 14,500 Medium Strong 3,500 - 7,000 Weak 700 - 3,500 Very Weak 150 - 700 Extremely Weak < 150 BEDDING SPACING Description Thickness / Spacing Massive Greater than 10 ft Very thickly bedded 3 to 10 ft Thickly bedded 1 to 3 ft Moderately bedded 3-5/8" to 1 ft Thinly bedded 1-1/4" to 3-5/8" Very thinly bedded 3/8" to 1-1/4" Laminated Less than 3/8" COUNTY I ROUTE ITOTAL PROJECT No SHEE1 SBd 1 15 1 9.82/11.94 1307 1 310 6/22/12 QROFESSION REG RED 'IVIL ENGINEER DATE a< DRAWN BY SCOTT Fy y LAWSON z No. 65756 PLANS APPROVAL DATE EXP, 9/30/13 The State of California or its officers or agents y), C1VI1- shall not be responsible for the accuracy or '4�F �. cowleteness of electronic copies of this plan sheet. OF cAUFOR�� CITY OF FONTANA tions (disaggregation) 8353 SIERRA AVENUE FONTANA, CA 92335 ^ AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD Fracture ORANGE, CALIFORNIA 92868 PROJECT ENGINEER KLEINFELDER WEST INC. 3880 LEMON STREET, SUITE #300 Body of Rock RIVERSIDE, CALIFORNIA 92501 and some coarse-grained Texture Solutioning DEPARTMENT OF TRANSPORTATION LEGEND OF ROCK MATERIALS 11.01 Surfaces IGNEOUS ROCK ® SEDIMENTARY ROCK SIGN OFF DATE ORIGINAL SCALE IN INCHES METAMORPHIC ROCK No discoloration, not No discoloration WEATHERING DESCRIPTORS FOR INTACT ROCK DRAWN BY Diagnostic features J. SIPE (STAFF ENGINEER) PREPARED FOR THE Chemical Weathering -Discoloration Mechanical Weathering- Texture and Solutioning 1. a and/or oxidation Grain boundary condi- FIELD INVESTIGATION BY: Description tions (disaggregation) General Characteristics ^ Fracture primarily for granitics PROJECT ENGINEER POST MILES Body of Rock and some coarse-grained Texture Solutioning DEPARTMENT OF TRANSPORTATION 11.01 Surfaces sediments a SIGN OFF DATE ORIGINAL SCALE IN INCHES Fresh No discoloration, not No discoloration No separation, intact No change. No solutioning. Hammer rings when crystalline EARLIER REVISION DATES �. oxidized. or oxidation. (tight). rocks are struck. FILE =>>54-0980-z-Itb03.dgn Discoloration or oxida- Slightly tion is limited to sur- face of, or short dis- Minor to complete discoloration or No visible separation, Preserved. Minor leaching of some solu- Hammer rings when crystalline Weathered tance from, fractures; oxidation of most intact (tight). ble minerals rocks are struck. Body of rock not weakened. some feldspar crystals surfaces. may be noted. are dull. Discoloration or oxida- Moderately tion extends from frac- tures usually through- All fracture surfacesSoluble Partial separation of Generally min- Hammer does not ring when Weathered out; Fe -Mg minerals are are discolored or boundaries visible. preserved. erals may be rock is struck. Body of rock "rusty," feldspar oxidized. mostly leached. is slightly weakened. crystals are "cloudy." Discoloration or oxi- Dull sound when struck with dation throughout; all Texture hammer, usually can be broken feldspars and Fe -Mg All fracture surfaces Partial separation, rock altered by Leaching of with moderate to heavy manual Intensely minerals are altered clay to some extent are discolored or is friable; in semiarid chemical disintegra- soluble min pressure or by light hammer blow blow without reference to Weathered or chemical alteration ' oxidized surfaces ° conditions granitics are tion (hy- erals may be planes of weakness such as produces in-situ dis- friable. disaggregated. dration, complete. incipient or hairline frac- aggregation, see grain argi I lotion). tures, or veinlets. Rock is boundary conditions. significantly weakened. Discolored or oxidized throughout, but resis- Resembles a soil, partial Can be granulated by hand. taint minerals such as Complete separation or complete remnant rock Resistant minerals such as Decomposed quartz may be unaltered; of grain boundaries structure may be preserved; quartz may be present as all feldspars and Fe -Mg (disaggregated). leaching of soluble "stringers" or "dikes." minerals are completely minerals usually complete. altered to clay. Combination descriptors (such as "slightly weathered to fresh") are permissible where equal distribution of both weathering characteristics is present over significant intervals or where characteristics present are "in between" the diagnostic feature. However, combination descriptors should not be used where significant, identifiable zones can be delineated. Only two adjacent descriptors may be combined."Very intensely weathered" is the combination descriptor for "intensely weathered to decomposed." DRAWN BY D. FAHRNEY J. SIPE (STAFF ENGINEER) PREPARED FOR THE 54-0980 DUNCAN CANYON ROAD OC (WIDEN) 1. a DESIGN OVERSIGHT ROBERT ZEZOFF FIELD INVESTIGATION BY: c $T ATE OF CALIFORNIA R. ESCANDON ^ PROJECT ENGINEER POST MILES CHECKED BY M. CHIRUMALLA DATE: 06/05/08 DEPARTMENT OF TRANSPORTATION 11.01 ROCK LEGEND a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING aEvlsIory onTes -. or z w CS LOTS ROCK LEGEND FOR REDUCED PLANS O 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES �. q/ 09 1 10 5/ 11 9/ 11 5/ 12 6/22/12 51 54 FILE =>>54-0980-z-Itb03.dgn NOTES: 1. BORING 0-08-002 DRILLED USING AP 1000 PERCUSSION HAMMER (BECKER HAMMER). 2. 1.4 -INCH DIAMETER SAMPLES WERE TAKEN USING A STANDARD PENETRATION TEST (SPT) SPLIT BARREL SAMPLER WITH AN INSIDE DIAMETER (ID) OF 1.4 INCHES AND AN OUTSIDE DIAMETER (OD) OF 2.0 INCHES. 3. 2.4 -INCH DIAMETER RING SAMPLES WERE TAKEN USING A CALIFORNIA SPLIT BARREL SAMPLER WITH AN ID OF 2.4 INCHES AND AN OD OF 3.3 INCHES. 4. ALL SAMPLES WERE DRIVEN WITH EITHER 140 LB HAMMER WITH A FALLING HEIGHT OF 30 INCHES OR 300 LB HAMMER WITH A FALLING HEIGHT OF 18 INCHES. 5. THIS LOTB SHEET WAS PREPARED IN ACCORDANCE WITH THE CALTRANS SOIL AND ROCK LOGGING CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007] BENCHMARK: STATE PLANE ZONE: 5 HORIZONTAL DATUM: NAD 83, EPOCH 1992.88 VERTICAL DATUM: NGVD 29 GLOBAL ORIGIN: 6616251.6352, 1757251.6352, -214748.364 Q PLAN 1" = 40, 604+93.27 7-- 606+83.27 ± A-08-003 / 6 /05 _1_ _. "D" Line 582+96.85 (L I-15 OtA� a^ �AA / C Exist Duncan Cyn Rd oLDco / ��ti G 9" R-07-001 X 0 Nye 1/9� 11 �a omaOL8 AADP`zp 0 A -J � n0�'� 8-002 Lo N C> Q ELEV. 1733.4 ft MSL N a� c P - 0 A-08-003 J [Ell PREPARED FOR THE , Alluvium (Qal): Silty Sand (SM): Medium dense, 9" R-07-001 X 0 Nye 1/9� 11 �a omaOL8 AADP`zp 0 A -J � n0�'� 8-002 Lo N C> Q ELEV. 1733.4 ft MSL N a� c P - 0 A-08-003 J [Ell PREPARED FOR THE DUNCAN Alluvium (Qal): Silty Sand (SM): Medium dense, "D" Line 6 8 1. a 6 / 9 olive -brown, moist, fine to medium grained sand, with J 1730 29 2•q STATE OF CALIFORNIA coarse gravel to 1" 54.0980 1 --with fractured rock to 3/4" w 80 2 4 .` Sand with Gravel (SP): Very dense, light brown, moist, L�j 1725 coarse grained sand, with coarse gravel to 2" -- 608+73.27 DATE: 06/05/08 --dense, with fractured rock to 2" 078 2.4 :. '..132.6 3.6 --brown to olive, fractured rock to 2-1/2" in sampler NO. 1 p - a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING 1720 Evls ory onrLs w 50 4 2,q \\\ 1727.0± --brown, coarse grained sand, fractured rock to 1746.0± U J No. 54-980 2-1/2" in sampler, with coarse gravel to 1", with trace In 1715 calcium carbonate 50/2 :. --encountered cobble layer at approximately 19 feet + 2.4 ':;;•.. 127,g 2.3 --fractured rock to 2-1/2" in sampler, with trace � R-07-001 Culvert coarse gravel to 1", with trace calcium carbonate L Lr-) + 06/10/08 Hard drilling condition Of u 9 Boring Terminated at Elev. 1710.9 ft Switched to Alr-Rotary drilling method ELEV. 1746.8 ft MSL N �L2 Groundwater not Encountered Refusal encountered at approximately 22.5 feet 1745 ERI = 80% 9" R-07-001 X 0 Nye 1/9� 11 �a omaOL8 AADP`zp 0 A -J � n0�'� 8-002 COUNTY I ROUTE ITOTAL PROJECT No SHEE1 SBd 1 15 1 9.82/11.94 1 308 1 310 6/22/12�o QROFE REGsstON RED IVIL ENGINEER DATE a SCOTT FZ LAI z PLANS APPROVAL DATE No. 65756 EXP, 9/30/13 The State of Callfornla or Its officers or agents S), C1VI1- �. shall not be responsible for the accuracy or q�' q.- cauFo�� coWleteness of electronic copies of this plan sheet. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 KLEINFELDER WEST INC. 3880 LEMON STREET, SUITE #300 RIVERSIDE, CALIFORNIA 92501 Fill Af :Sand with Gravel (SP): Medium dense, brown, moist, fine to coarse grained sand, some cobbles Alluvium(QaL�.Silty Sand (SM): Loose, brown, moist, medium grained sand, some gravel to 2" Gravel with Sand (GP): Very dense, yellow brown, moist, coarse grained sand, gravel to 2-1/2" -- matrix supported --dark gray, some cobbles, rock fragments (gabbro). --cobble layer 1748.0± D. FAHRNEY / PREPARED FOR THE DUNCAN CANYON ROAD "D" Line 6 8 1. a 6 / 9 0 \ 07 6 STATE OF CALIFORNIA R. ESCANDON 54.0980 ^ DESIGN OVERSIGHT ROBERT ZEZOFF FIELD INVESTIGATION BY: CHECKED BY 608+73.27 DATE: 06/05/08 DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES 11,01 L O G OF TEST BORINGS NO. 1 p - a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING Evls ory onrLs \\\ 1727.0± Exist Bridge 1746.0± U J No. 54-980 In % + Exist 24" � R-07-001 Culvert L Lr-) + (Abandoned) Of u 9 ELEV. 1746.8 ft MSL N �L2 1745 12 2.4 ••: . �••• 114.0 11.0 1740 0 QO 100 2.4 OD 114.5 10.8 DS J 1735 0 Q° Ln � o D w 1730 100 2.4 Q° 124.0 8.6 DS C � o D z DOC 0 00/4 2.4 0 C ° GS a 1725 o D w J 0 QO Lu 50/4 1.4 0 D 1720 o3D 00/2 1.4 1715 DOC D 50/0 1,q ,G 1710 0 O Q OD 00/3 1.4 09/12/07 Boring Terminated at Elev. 1706.3 ft Groundwater not Encountered ERI = 80% COUNTY I ROUTE ITOTAL PROJECT No SHEE1 SBd 1 15 1 9.82/11.94 1 308 1 310 6/22/12�o QROFE REGsstON RED IVIL ENGINEER DATE a SCOTT FZ LAI z PLANS APPROVAL DATE No. 65756 EXP, 9/30/13 The State of Callfornla or Its officers or agents S), C1VI1- �. shall not be responsible for the accuracy or q�' q.- cauFo�� coWleteness of electronic copies of this plan sheet. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 AECOM TECHNICAL SERVICES INC. 999 TOWN & COUNTRY ROAD ORANGE, CALIFORNIA 92868 KLEINFELDER WEST INC. 3880 LEMON STREET, SUITE #300 RIVERSIDE, CALIFORNIA 92501 Fill Af :Sand with Gravel (SP): Medium dense, brown, moist, fine to coarse grained sand, some cobbles Alluvium(QaL�.Silty Sand (SM): Loose, brown, moist, medium grained sand, some gravel to 2" Gravel with Sand (GP): Very dense, yellow brown, moist, coarse grained sand, gravel to 2-1/2" -- matrix supported --dark gray, some cobbles, rock fragments (gabbro). --cobble layer DRAWN BY D. FAHRNEY J. SIPE (STAFF ENGINEER) PREPARED FOR THE DUNCAN CANYON ROAD OC (W42� 1. a STATE OF CALIFORNIA R. ESCANDON 54.0980 ^ DESIGN OVERSIGHT ROBERT ZEZOFF FIELD INVESTIGATION BY: CHECKED BY M. CHIRUMALLA DATE: 06/05/08 DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER POST MILES 11,01 L O G OF TEST BORINGS NO. 1 p - a SIGN OFF DATE ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING Evls ory onrLs 15/ 11 9/ 11 5/ 72 6/22/72 OGS CIVIL LOG OF TEST BORINGS SHEET FOR REDUCED PLANS 0 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES �. FILE _> 54-0980-z-ItbO4.dgn DISTI COUNTY I ROUTE ITOTAL PROJECT No SHEETS 08 SBd 15 9.82/11.94 1 309 1 310 9/ 6/22/12 QgOFESS10Nq 11 / R-07-001 REG RED IVIL ENGINEER DATE o <� SCOTT 2 LAWSON X No. 65756 0� PLANS APPROVAL DATE EXP 9/30/13 1740.00 606+83.27 "D" Line �y1 748.00 The State of California or Its officers or agents 41 C1VI1- 582+96.85 C I-15 ti shall not be responsible for the accuracy or �q�q V11- N caWleteness of electronic copies of this plan sheet. 1727'°° 0c<Q^�� CITY OF FONTANA O�ASp� �tA p� 8353 SIERRA AVENUE �pp i� ,ol yap FONTANA, CA 92335 604+93.27 D. °�0 II AECOM 999 &EC TECHNICAL SERVICES INC. 1740.0± A-08-003 �° 9 0-08-002 ORANGE, CALIFORNIA 92868 / KLEINFELDER WEST INC. 3880 LEMON STREET, SUITE #300 1748.0± RIVERSIDE, CALIFORNIA 92501 6 4 �O5 6 6 "D" Line 6 8 /6 9 -- --F------'�I"-------- -- _ II 0\ 6 7 __a �/ ————— r� — —-- + o OL Exist Duncan Cyn Rd \\\ —�V.————— — rn O 0-08-002 u �-Y-T p\ / 608+73.27 + n-7-�-r Q J II Do° X0ti °\ 1745 ELEV. 1745.1 ft MSL 0 9 PLAN c°` " Alluvium (Oal): Sand with Silt and Gravel SP-SM): Medium dense, olive, dry, medium to coarse grained sand, ,° = ao' "° �/ NL °\\ Exist Bridge 1746.0±130 2.4 '..DSC SE with coarse gravel to 1", with fractured roc to 3/4" No. 54-980 Gravel with Sand (7). Medium dense, light 1738.0± 1740 58 2.4 °(3° fractured rock to 2" 9 with coarse ravel tor2"n with Exist 24" j " D coarse grained sand Culvert O Xp^ (Abandoned) Qo � 1735 50/4 2,q ° oO D --very dense, no recovery Q° --"bouncing" on possible cobble layer of ° approximately 11-1/2 feet 1730 50/6 2,q oO D --brown, moist fractured rock to 2-1/2" in sampler w --encountered cobble layer at approximately 17-1/2 LIJ D feet 1725 50/5 2,q Q° --no recovery z 0 o D NOTES' 172050/3 2.4 �° --no recovery 1. BORING 0-08-002 DRILLED USING AP 1000 PERCUSSION HAMMER (BECKER HAMMER). w Q D a 2. 1.4-INCH DIAMETER SAMPLES WERE TAKEN USING A STANDARD 1715 ° PENETRATION TEST (SPT) SPLIT BARREL SAMPLER WITH AN INSIDE 50/5 2,q o D 125.0 6.2 --olive, moist, with gravel to 111 DIAMETER (ID) OF 1.4 INCHES AND AN OUTSIDE DIAMETER (OD) O --encountered cobble layer at approximately 30-1/2 0 OF 2.0 INCHES. feet 3. 2.4-INCH DIAMETER RING SAMPLES WERE TAKEN USING A CALIFORNIA SPLIT BARREL SAMPLER WITH AN ID OF 2.4 INCHES AND AN OD OF 3.3 1 710 50/6 2,q OD --fractured rock to 2-1/2" in sampler INCHES. o 4. ALL SAMPLES WERE DRIVEN WITH EITHER 140 LB HAMMER �D WITH A FALLING HEIGHT OF 30 INCHES OR 300 LB HAMMER WITH A FALLING HEIGHT OF 18 INCHES. 1705 50/2 2,q Q° --fractured rock to 2-1/2" in sampler 0 5. THIS LOTB SHEET WAS PREPARED IN ACCORDANCE WITH THE O D CALTRANS SOIL AND ROCK LOGGING CLASSIFICATION, AND PRESENTATION MANUAL (JUNE 2007] 1700 50/3 2,q ° ° BENCHMARK: o p --very dense, no recovery o O M STATE PLANE ZONE: 5 HORIZONTAL DATUM: NAD 83, EPOCH 1992.88 1695 50/4 2,q --fractured rock to 2-1/211 in sampler VERTICAL DATUM: NGVD 29 P GLOBAL ORIGIN: 6616251.6352, 1757251.6352, -214748.364 06/04/08 Boring Terminated at Elev. 1693.6 ft S Groundwater not Encountered ERi = 80% 0 BRIDGE DRAWN BY D. FAHRNEY PREPARED FOR THE /� J. SIPE (STAFF ENGINEER) R. ESCANDON 54-0980 DUNCAN CANYON ROAD OC (WIDEN) a DESIGN OVERSIGHT ROBERT ZEZOFF FIELD INVESTIGATION BY: STATE 0 F CALIFORNIA ^ PROJECT ENGINEER POST MILES II CHECKED BY M. CHIRUMALLA DATE: 06/05/08 DEPARTMENT OF TRANSPORTATION 11,01 L O G OF TEST BORINGS NO. 2 OF 3 SIGN OFF DATE a ORIGINAL SCALE IN INCHES UNIT 2232 DISREGARD PRINTS BEARING REVISION onres s"Eer of w OGS CIVIL LOG OF TEST BORINGS SHEET FOR REDUCED PLANS 0 1 2 3 PROJECT NUMBER & PHASE 0800000237 EARLIER REVISION DATES 10 5/ 11 9/ 11 5 12 6/22/12 1 1 1 1 53 1 54 FILE _> 54-0980-z-Itb05.dgn I W I Bo the stake Fr p "�L } =102 Ir, ef Pp Sto. 607¢co 947 Sr Imp. Elev. / 740. 39 ti� 4�s.�. ►at. , r As -Built Lag of Test Borings sheet is considered on informational document only. v g registration certificate expiration date confirm that this is a true and and accurate copy of the original document. This drawing is available and presented only for the convenience of any bidder, contractor or other interested party. Y 3 y 6/22/12 VC�ANYON REGIST DATE qc Zo �9 -� UNIT 2232 PROJECT NUMBER &4-0980 BIN 1111$ AJoprox.,Mote 0 G. ©long I 7is fN ®i!8■EN i 1740 b! i ia 1� a / 7.30 13 E a as x�_ ! 75.0 /7/0 ditRa§wf �� 11 /700 e LI `#' IIN& I ! 690 ti� 4�s.�. ►at. , r Om+r» ,s�4,yvl�j�yy .SY�.TY ils�dirMr r'o C6oI.s1s .S.WO ' 40~4. s -i3- 72 604 "i 60.5 ......„...".'.. u1L� PLANS AS r Bt �o - �° CompNoed�—�- - pate J pQcumen _ 606 No OROUtm wwTO 1TI000lITiRTII wjkw TM D&ISTMU" BY DIVISION OF ENGINEERING SERVICES - GEOTECHNICAL SERVICES As -Built Lag of Test Borings sheet is considered on informational document only. As such, the State of California registration seal with signature, license number registration certificate expiration date confirm that this is a true and and accurate copy of the original document. This drawing is available and presented only for the convenience of any bidder, contractor or other interested party. heet Total DIST. COLN- TOTAL PROJECNo. Sheets 731 3 y 6/22/12 VC�ANYON REGIST DATE qc Zo �9 -� UNIT 2232 PROJECT NUMBER &4-0980 RIDGE No. U!'. AND INVESTIGATIONS, SACRAMENTO, CALIFORNIA AJoprox.,Mote 0 G. ©long I 7is fN LL-- C., trus .A venue. Om+r» ,s�4,yvl�j�yy .SY�.TY ils�dirMr r'o C6oI.s1s .S.WO ' 40~4. s -i3- 72 604 "i 60.5 ......„...".'.. u1L� PLANS AS r Bt �o - �° CompNoed�—�- - pate J pQcumen _ 606 No OROUtm wwTO 1TI000lITiRTII wjkw TM D&ISTMU" BY DIVISION OF ENGINEERING SERVICES - GEOTECHNICAL SERVICES As -Built Lag of Test Borings sheet is considered on informational document only. As such, the State of California registration seal with signature, license number registration certificate expiration date confirm that this is a true and and accurate copy of the original document. This drawing is available and presented only for the convenience of any bidder, contractor or other interested party. heet Total DIST. COLN- TOTAL PROJECNo. Sheets 731 8 2/11.940 310 6/22/12 VC�ANYON REGIST DATE DAD OC (WIDEN) LOG OF TEST BORINGS NO. 3 OF 3 NOTE: A COPY OF THIS LOG OF TEST BORINGS IS AVAILABLE AT OFFICE OF STRUCTURE MAINTENANCE UNIT 2232 PROJECT NUMBER &4-0980 RIDGE No. U!'. AND INVESTIGATIONS, SACRAMENTO, CALIFORNIA PHASE 0800000237 c+ of f RpFES 510N �Q' SCOTT hyo y LAWSON i 65756 m < Exp. 9/30/13 .t�. CIVII- �p OF CALIF 54 T 54 PLA N Sco /e /' = 20' i +»tZYt yb SON i1 7 Y . QGA.7! b �Af1'd.3M riD .T+t .S�NO� ®IPAVE'G) � .l1CYpfYf3nfd CO��![!t.••T. il9v ' dsn �h'V*rn mocdilw# to Coorsa 3 a�garrA ve94US� 5--l-4-72 607 PROFIL1e Sco/e Horz. / = 20' 11&r 70.' /" = IO' BRIDGE DEPART a+ow LC*04 acapmr CWW*d 04F*0114 M I t4>Ktf m fO'A' TINT ?MIS A IMM AND A00JIMATZ ICC" Of f=1L Ag4t QWAO"'r TARGI wgmw 01104 floU1 AMOCORT711i TM WfE n WMAKWO. 4:AUggff+A P6"KWIT TO Auteoh2ATD1+sly nA omc foo Of TMNV*'P i5 t No AD Aunt Chongae, AS BUILT CORRECTtom by 'L whesexlar CpNTRArt NO. 06- tT2104 DATt V4)12417r. 1750 7 40 7,stiryy saevorgse�oc!.�r.+-- oc _VAA0 730 7z 60 STATE OF CAUFOIINIA DEPARTMENT OF TRANSK /72 1700 CITRUS AVENUE OVERCROSSING LOG OF TEST BORINGS 2'-0" x width of lane 0 4- 2'-0" x width of lane 1'-0" GRID 11=70 sq ft* RAILROAD CROSSING SYMBOL )F70 sq ft DOES NOT INCLUDE THE 2'-0" x VARIABLE WIDTH TRANSVERSE LINES. A=7 sq f+ BIKE LANE SYMBOL 6 1'-0" GRID 3'-3" A=11 sq ft DIAMOND SYMBOL 2'-81/2" 6" GRID A (White) =9 sq ft A (Blue) =14 sq ft INTERNATIONAL SYMBOL OF ACCESSIBILITY MARKING A=16.5 sq ft NUMERALS To aaaimp fy plans d" STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS SYMBOLS AND NUMERALS NO SCALE A=19.5 sq ft RSP A24C DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN A24C DATED MAY 1, 2006 - PAGE 11 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP A24C BID NO, SB-0IA)L-13 ADDED PER ADDEN Df.lM N0. 2 DATED JULY 30, 20121 _ Q$ M M m� v I in a v a _ v = r a z 1 GRID 10 A=2 sq ft V% BICYCLE LOOP DETECTOR SYMBOL y NOTE: W 1. Minor variotions in dimensions may be accepted by the Engineer. ('$ STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS SYMBOLS AND NUMERALS NO SCALE A=19.5 sq ft RSP A24C DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN A24C DATED MAY 1, 2006 - PAGE 11 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP A24C BID NO, SB-0IA)L-13 ADDED PER ADDEN Df.lM N0. 2 DATED JULY 30, 20121 N O 2'-0" Min; No Max Embankment Trench except for Type 3 installation where Max Embankment Trench Equals OD of pipe 001 -� ODI , REGISTER CIVIL ENGINEER Haunch -')V3 OD Outer Bedding �_ � Middle Bedding See Note 5 BACKFILL Roadway Embankment Structure Backfill (Culvert) See Note 6 Structure BacKfill (Culvert) See Note 6 Loose Backfill INSTALLATION TYPE 1 Lower Side See Notes 8 and 9 MINIMUM CLASS AND D -LOAD COVER Class A IDODD 108" Dia AND SMALLER OVER 108" Dia Class 111DODD 14.9' 9 IOOOD 12.9' Class X 13500 15.01- 20.9' 13.0'- 18.9' Class X Special 1700D 21.0- 26.9' 19.0'- 24.9' Class If 2000D 27.0' - 31.9' 25.0' - 29.9' Class IQ Special 25000 32.0- 40.9' 30.0'- 38.9' Close Y 3000D 41.0'- 49.9' 39.0'- 46.9' Class Y Special 3600D 50.01- 59.0' 47.01- 58.0' TNCTAI I ATTfiN TYPF 51 MINIMUM CLASS AND D -LOAD COVER Class A IDODD 9.9' Class X 1350D 9 IOOOD 10.0'- 14.9' Class IB Special 1700D 15.01- 19.9' Class N 2000D 8.9' 20.0'- 24.9' Class lY Special 2500D 25.0'- 31.9' Class Y 3000D IQ 2000D 32.0'- 38.9' Class Y Special 3600D 39.0- 47.0' EXCAVATION Excavation Structure (Culvert) L -Slope or Shore As Necessary 'n Lower Side 0 See Notes 6 and 9 g 2'-0" Min See Note 6 TNSTAIIATTON TYPF 3 TYPE 1 INSTALLATION: The haunch and outer bedding shall be compacted to a minimum 90 percent relative compaction. In addition, the minimum sand equivalent in these areas shall be 30 and the maximum percentage passing the 75 wm sieve size shall be 12. TYPE 2 INSTALLATION: The haunch and outer bedding shall be compacted to a minimum 90 percent relative compaction. In addition, the minimum sand equivalent in these areas shall be 25. TYPE 3 INSTALLATION: The haunch and outer bedding shall be compacted to a minimum 85 percent relative compaction. 90 percent relative compaction will be required where the fill over the pipe is less than 4'-0" or I/2 OD. MINIMUM CLASS AND D -LOAD COVER 48" Dia AND SMALLER OVER 48" Dia Class 9 IOOOD 7.9' 5.9' Class Iff 1350D 8.01- 10.9' 6.0' - 8.9' Class IB Special 1700D 11.0'- 14.9' 9.0'- 12.9' Class IQ 2000D 15.0' - 1 7.9' 13.0' - 15.9' Class IY Special 25000 18.0'- 21.9' 16.0' - 19.9' Class Y 3000D 22.0'- 26.9' 20.0' - 24.9' Class Y Special 36000 30.0'- 33.0' 25.0' - 31.0' November 17. 2006 0 "rev_ 1 "i"dr�1 I� �N -"s "s10 tMs N_ To oa:ompany dans doled NOTES: 1. Unless otherwise shown on the plans or specified in the special provision, the Contractor shall have the option of selecting the class of RCP and the type of installation to be used, provided the height of cover does not exceed the value shown for the RCP selected. Example: Z4" RCP culvert with maximum cover of 19'-Q"' the optlons are: ❑)Class IB or stronger with Installation Type 1. b) Class 1B Specicl or stronger with Installation Type 2. c) Class IY Spec of or stronger with Installation Type 3. Cover is defined as the maximum vertical distance from top of the pipe to finished grade within the length of any given culvert. 2. The class of RCP and Installation Type selected shall be the same throughout the length of any given culvert. 3. The "length of any culvert" is defined as the culvert between: a)Successive drainage structure (inlets, junction boxes, headwalls, etc.). b)A drainage structure and the inlet or outlet end of the culvert. a)The inlet and outlet end of the culvert when there are no intervening drainage structures. 4. Oval and arch shaped RCP shall not be used. 5, I1/, OD Min, not less than 3". 6. Slurry cement backfill may be substituted for backfill in the outer bedding and haunch areas. If slurry is used the outer and middle beddings shall be omitted. Prior to installation the soil under the middle I/3 of the outside diameter of the pipe shall be softened by scarifying or other means to a minimum depth of Y6 OD, but not less than 3". Where slurry cement backfill is used clear distance to trench wall may be reduced as set forth in Section 19-3.062 of the Standard Specifications. 7. Backfill shall be placed full width of excavation except where dimensions are shown for backfill width or thickness. Dimensions shown are minimums. 8• Lower side shall be suitable material as determined by the Engineer. Otherwise it shall be considered unsuitable as set forth in Section 19-2.02 of the Standard Specifications. See Nate 9. 9. Where the pipe is placed in a trench, if the trench walls are sloped at 5 vertical to 1 horizontal or steeper for at least 90 percent of the trench height or up to not less than 12" from the grading plane, the firmness of the soil in the lower side need not be considered. 10. Nonreinforced precast concrete pipe sizes 3'-0" or smaller may be placed under installation Types 1, 2 or 3. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION EXCAVATION AND BACKFILL CONCRETE PIPE Ci,ILVERTS NO SCALE RSP A62DA DATED NOVEMBER 17, 2006 SUPERSEDES STANDARD PLAN A62DA DATED MAY 1, 2006 - PAGE 20 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP A62D IIID NO. 8 -0t -DE- 13 ADDL"D PER ADDENDUM NO. 2 DATED JULY 30, 2012 IIID NO. B-0 t -DE- 13 ADDL"D PER ADDENDUM NO. 2 DATED JULY 30, 2012 aosr RILes sneer rorAL No. s rorAL aRo,IEcr nEsrs iA"o \\ i \ / Marker disk (State -furnished) \ — ) PROFESSIONAL LAND SURVEYOR Eo rk s P \ \ \ / \ June 30, 2006 PLANs APFRovgL onre sz29 nce. o 4 3-31-aB � e � ( � � u 9en�r�roiina wsimecrN"5 of tMs 10" Dia Min i (Alternative) 1pl/z' ip%Z' Too a?WM dons doted Monument may be — either square or round 1'-SI/4° 1-51/4' NOTES: Marker disk (State -furnished) am 1" chamfer TOP VIEW OF BOTTOM VIEW OF 1.Theconftguration of the cast iron or cast steel frame and MONUMENT OF WELL RING MONUMENT OF WELL RING cover may vary from that shown. 2. Frame shall be embedded in the concrete a minimum of 3". IU DETAIL FOR f CROSS SECTION OF MONUM NT RING 2'-0" 3. Type D monument shall be either Alternative No. 1 or o° Alternative No. 2 at the contractor's option. ° ° 4 ° j 10%Z' Cast iron monument 10 4. All portland cement concrete shall be Class 2 or minor concrete with 1" maximum aggregate. M M #4 Rebar -Total 4 r + �weII cover (Well cover) °' Cast iron monument Minor concrete _ / poi ° . °" L well ring - Pavement surface e Recessed area for lifting Dolt ° PCC 8" Galvanized or ductile iron pipe standard pipe sleeve - ° c o , Cost iron or cast steel p Qf I 11. Min clear I , 8r i ;°�°d�° ' o frame and cover I` all around sd 00 10" Min or Granular material �ge�aep ° :oa® - c z QO Lifting notch c Galv bolt TYPE Q Marker disk (State -furnished) - (peen to prevent °� nut removal) 6" Did DY 2'-0 Min non-metallic form tube Cast Iran Or cast steel (left in place) 1'-0" Mox Lifting notc frame and cover Minor concrete c ID cover frame + l' -O" f See Note 2 m Pavement ID cover frame + 1'-0" 6 �6" ID 1'-0" Max >° o o Max if a < 8" '` Pavement 8" Min See Note 2 TYPE B Base Material o Marker disk c - �I (State -furnished) Base material a " o °°:°o� o 01" Non-metallic form tube <, 000 (may be left in place) c 6I° 1" clear all around avGranular °I'.. clear 2" Min clear al I around "d Non-metallic form tube - _, all around PCC 66 material Ip (may be left in place) , c 6" Dia Granular material non-metallic form tubeMarker .� °Io disk (State -furnished) (may be left in place) PCC #4 Rebar- PCC io c I6 ` � 2" Min clear all around 6" Dta 6" r STATE OF CALIFORNIA Min DEPARTMENT OF TRANSPORTATION non-metallic form tube #4 Rebar ° (may be left In place) TYPE D suR99€ii MONUMENTS Alternative No. 2Min NO SCALE TYPE D RSP A74 DATED JUNE 30, 2006 SUPERSEDES STANDARD PLAN DATED MAY 1, 2006 - Alternative No. 1 PAGE 28 OF THE STANDARD PLANS BOOK MAY R2006. -EVISED STANDARD AA@D PLAN SP A6y ® R PLAN 4 IIID NO. B-0 t -DE- 13 ADDL"D PER ADDENDUM NO. 2 DATED JULY 30, 2012 Concrete barrier Typ I&L Cor barri 5y4" 14" 3.. _ v 0 W — See Note 2C See Note 2B Limits of payments for Concrete Barrier Type 60F 4" Expanded Typ �iA1 polystyrene between A column and concrete B barrier Const Jt p�a _� r____ ______________ ----- -- B — —I ---------------------- - B ------ rtauna column 1�u_I Const Jt A Typ Rectangular column TRANSITION AT BRIDGE COLUMNS CONCRETE BARRIER TYPE 60F Level across top of SEF —11 r concrete barrier cap, See Note 5. Y4" Chomfer #4 m 12 #4 Total 6 0 Pavement or well compacted base under concrete barrier See note 2A See Note 2D Columl 4" Expanded polystyrene #4 0 12 SECTION A -A SECTION B -B Limits of payments for Concrete Barrier Type 60F Electrical pull box for sign flush C C with top of concrete barrier A I. iTt yp / Concrete b barrier Concrete barrier Type 60 0 Concrete barrier Min transition New sign pedestal See note 4 I io #4 # 6 Typ #4 D 12 Typ FG to 7V 1" Expanded polystyrene between pedestal and concrete barrier 0 i o i C Concrete barrier Const Jt 1" Expanded polystyrene JA between pedestal and concrete barrier Concrete barrier Concrete barrier Type 60 20:1 Min transition 20:1 Min transition Type 60 TRANSITION AT SIGN PEDESTAL CONCRETE BARRIER TYPE 60F SEE NOTE 7 To waagwiy Wags dared Top of pedestal c 0 c _ v w o E JUL v L 163'4� o e Existing o. SECTION C -C NOTES: 1. See Revised Standard Plan RSP A76A for Concrete Barrier Type 60. 2. Contractor options for fill between concrete barrier walls: A. Place 4" PCC at base between concrete barrier walls. B. Place V-0" of granular material at base between walls. C. Place granular material from base to bottom of 4" cap. D. Monolithic concrete with foam blackouts is not permitted. 3. Reinforcing steel shall extend continuous through construction joints. 4. See 'Overhead Sign" plans for sign pedestal elevations on new construction. 5. Adjust height of concretebarrier wall on low side of offset or superelevated roadways to provide level grade across top of concrete barrier cap. 6. See Overhead Signs Standard Plan Pile Foundation Tables. 7. All locations with limited shoulder width available for barrier, see Revised Standard Plan RSP A76F for use of Concrette Barrier Type 60GE. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONCRETE BARRIER TYPE 60F NO SCALE RSP A76C DATED MAY 20, 2011 SUPERSEDES STANDARD PLAN A76C DATED MAY 1, 2006 - PAGE 31 OF THE STANDARD PLANS BOOK DATED MAY 2006. BID NO. SB -0t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATIED JULY 30, 2012 nL Y4' x 2%2" bolt 4L Y4" x 21/2' bolt slot pattern in rail element slot pattern in rail element Rail splice Rail splice Rail elements spliced at 12'-6" intervals Rail element length = 13'-61/" _ _V PLAN 11I&" Tolerance I& 7—, R=%" See Note 14— Fel rL C t See Note 15 Post 6'-3" Post 6'-3" Post Top of rail = Lap rail elements in direction of traffic f Ground line or shoulder surfacing under rail element, See Note 17 ELEVATION See Note 15 —_ Rd%„ Symmetrical IL i about �. 0.108" Nominal SECTION THRU RAIL ELEMENT Top of rail 6" x 8" x V-2-- METAL '-2"METAL BEAM GUARD RAILING WITH WOOD POST AND BLOCKS %'; 0 Button head bolt with hex nut. No See washer on rail face Note 16 for bolted connection 121 " ftatl Sp.lice and slot for 0 button head bolt to connect rail to post and block �," x 2%2" Slot " x 11/2' Slots, Typ ELEVATION RAIL ELEMENT SPLICE DETAIL a)Connect the over lapped end of the rail elements with 8/8" 0 x 1%" button head oval shoulder splice bolts inserted into the %" x 11/8" slots and bolted together with %" 0 recessed hex nuts. Recess of hex nut points toward rail element. A total of 8 bolts and nuts are to be used at each rail splice connection. b)The ends of the rail elements are to be overlapped in the direction of traffic (see details). c)Where end cap is to be attached to the end of a rail element, a total of 4 of the above described splice bolts and nuts are to be used. to line post. — Ground line or shoulder c, surfacing under roiling, See Note 17_ Y V. x 8" x 6-0" wood post (See Note 3) Toenail with 2-16d Galv nails in top of block steel washer SECTION A -A TYPICAL WOOD LINE POST INSTALLATION See Note 4 REGISTERED CIVIL ENGINEER May 20, 2011 PLANS APPROVAL IATI rs veneers ar enfs sMll ,mf b° raspsAble for lie accuracy a"mpldenass � aledr o wp/"s e6 Mls. plan To domMairy plan dated NOTES: 1. For details of steel post installations, see Standard Plan A77A2. 2. For details of standard hardware used to construct guard railing, see Standard Plan A77B1. 3. For details of woodposts and wood blocks used to construct guard railing, see Standard Plan A77C1. 4. For additional installation details, see Standard Plan A77C3. 5. Guard railing post spacing to be 6'-3" center to center, except as otherwise noted. 6. For guard railing typical layouts, see the A77E, A77F and A77G Series of Standard Plans. 7. For terminal system end treatment details, see the A771 Series of Standard Plans. To connect railing to terminal system end treatment, transition the top of railing height at a ratio of 120:1 to terminal system end treatment height plus one 12'-6" standard railing section at the transitioned height for a horizontal connection to the end treatment. 8. For guard railing end anchor details, see Standard Plans A77H1 and A77I2. 9. For details of guard railing transition to bridge railing, see Standard Plan A77,14. 10. For additional details of guard railing connection to bridge railings, see Standard Plans A77,11, A77,12 and A77K1. 11. For guard railing connection details to abutments and walls, see Standard Plan A77,13. 12. Direction of adjacent traffic indicated by mil►. 13. For typical guard railing delineation and dike positioning details, see Standard Plan A77C4. 14. Slotted hole for bolted connection of rail element to block and post. See Section Thru Rail Element". 15. Slotted holes for splice bolts to overlap ends of rail element. See "Section Thru Rail Element". 16. Additional hole in uppermost portion of line post is for potential future adjustments of railing height. See Standard Plan A77C1. 17. Install posts in soil. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUARD RAILING STANDARD RAILING SECTION (WOOD POST WITH WOOD BLOCK) NO SCALE RSP A77A1 DATED MAY 20, 2011 SUPERSEDES STANDARD PLAN A77A1 DATED MAY 1, 2006 - PAGE 41 OF THE STANDARD PLANS BOOK DATED MAY 2006. BID NO. SB -0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 N t ';' x 2'/z' bolt rl � 3/4" x 2%2° bolt - . rslot pattern in rail element s slot pattern in rail element Rail Splice 6'-3" 6'-3" Rail Splice Rail elements spliced at 12'-6" intervals Rail element lenoth = 13'-61/" -111— PLAN Top of rail Lap rail elements in = direction of traffic t Ground line or shoulder surfacing under rail element, See Note 16 ELEVATION METAL BEAM GUARD RAILING WITH STEEL POSTS AND NOTCHED WOOD OR NOTCHED RECYCLED PLASTIC BLOCKS t Rail Splice and slot for %" 0 button head bolt to connect roil to post and block %ie' Tolerance 10° Rds�„ See Note 15 M \ See Note 14 R=%" Symmetrical about ILL i See Note 15 � 0.108" Nominal SECTION THRU RAIL ELEMENT 5/," 0 Button head bolt with hex nut. Attach rail element to wood block and steel post with bolt on traffic approach side ofpost web. No washer on rail face for bolted connection to line post. x 2%i' Slot Ground line or shoulder surfacing under railing, x 111/8"Slofs See Note 16— ELEVATION RAIL ELEMENT SPLICE DETAIL a)Connect the over lapped end of the rail elements with %" 0 x 1%" buffon head oval shoulder splice bolts Inserted info the %" x 1'/a' slots and bolted together with %" 0 recessed hex nuts. Recess of hex nut points toward rail element. A total of 8 bolts and nuts are to be used at each rail splice connection. b)The ends of the rail elements are to be overlapped in the direction of traffic (see details). c)Where end cap is to be attached to the end of a rail element,a total of 4 of the above described splice bolts and nuts are to be used. Top of rail 6" x 8" x 1'-2" notched wood block or notched plastic block. See Notes 3 and 13. M z ?r II REGISTERED CIVIL ENGINEER 2011 0 o VAL 't/orVS, R rlts N/iters v k�r%s �Ibl"�%es e6 fMs plan To aowmpmy plans doled NOTES: 1. For details of wood post installations, see Standard Plan A77A1. 2. For details of standard hardware used to construct guard railing, see Standard Plan A7761. 3. For details of steel posts and notched wood blocks used to construct guard railing, see Standard Plan A77C2. 4. For additional installation details, see Standard Plan A77C3. 5. Guard railing post spacing to be 6'-3" center to center, except as otherwise noted. 6. For guard railing typical layouts, see the A77E, A77F and A77G Series of Standard Plans. 7. For terminal system end treatment details, see the A77L Series of Standard Plans. To connect railing to terminal system end treatment, transition the top of railing height at a ratio of 120:1 to terminal system end treatment height plus one 12'-6" standard railing section at the transitioned height for a horizontal connection to the end treatment. 8. For guard railing end anchor details, see Standard Plans A77111 and A7712. 9. For details of guard railing transition to bridge railing, see Standard Plan A77J4. 10. For additional details of guard railingg connection to bridge railings, see Standard Plans A77,11, J2 and A77K1. 11. For dike positioning and guard railing delineation details, see Standard Plan A77C4. 12. Direction of adjacent traffic indicated by �► 13. Notched face of block faces steel post. 14. Slotted hole for bolted connection of rail element to block and post. See Section Thru Rail Element". 15. Slotted holes for splice bolts to overlap ends of rail element. See "Section Thru Rail Element'. 16. Install posts in soil. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUARD RAILING STANDARD RAILING SECTION (STEEL POST WITH NOTCHED W6 x 9 WOOD OR NOTCHED Steel post, 6'-0" length RECYCLED PLASTIC BLOCK) SECTION A—A NO SCALE TYPICAL STEEL LINE POST INSTALLATION RSP A77A2 DATED MAY 20, 2011 SUPERSEDES STANDARD PLAN A77A2 See Note 4 DATED MAY 1, 2006 - PAGE 42 OF THE STANDARD PLANS BOOK DATED MAY 2006. BID NO. SB -0 t -DE- 13 ADDLD PER ADC3ENI]1.EM NO. 2 DATED JULY 30, 2012 N O O Of M M C FA M v VIP a Z v a M v r a Z a V V a N To o=mpory pbaw dated REGISTERED CIVIL ENGINEER MaY 20, 2011 "e�Mle11 D. lids aLaNs aaaaoVDa 050200 SL ,6-30-11 rr� sme w cornomm a. rrs wn �s a. • crvn oe"rs smrl "or ti° �escorsrare ro. i ��"poor n �,., sioompreromss � omdrodo owns MIs pon �r1>E � reer. 6" x 8" x 1'-2" wood block 3'-0" or greater 4'-0" or greater 6" x 8" x 1'-2" wood block Top of rail -,Top of rail +I Edgeof paved hl 6" x 8" x 6'-0" 6" x 8" x 6'-0" Shoulder or - wood post wood post offset Iine of traveled way 1111/z' Edge of paved shoulder 7yp or offset Iine of edge 8 of traveled way 8 Hinge Point Embankment slope I 3'-0" or greater 2'-0" to less than 3'-0" I I See Note 2 6" x 8" x 1'-2" 2'-0" Min 8" x W. x 1'-2" I I I I wood block Desirable wood block Top of rail Top of rail Retaining Wall I I I Crib Wall 41 6.. x 8.. x 6'_0"8.. x 8.. x 7'_0" L _ _ J N wood post wood post _ J Edge of paved shoulder der odr9otssePaline of eved ldge o or offset line of edge 8�� of traveled way 8" 1 of +raveled way Hinge~ Hinge Point Point DETAIL A TYPICAL ROADWAY INSTALLATION See Note 1 POST EMBEDMENT DETAIL B NARROW ROADWAY INSTALLATION See Note 1 NOTES: 1. These installation details also applicable to steel line post installations. For Detail A, C, and 0, where steel line post installations are constructed, W6 x 9 steel post, 6'-0" in length, with 6" x 8' x 1'-2' notched wood blocks or notched recycled plastic blocks are to be used in place of the size of wood post and wood block shown. For Detail B, where steel Iine post installations are constructed, W6 x 9 steel post, 7'-0" in length, with 6" x 8" x 1'-2" notched wood blocks or notched recycled plastic blocks are to be used in place of the size of Wood post and wood block shown. For additional installation details, see Standard Plans A77A1 and A77A2. 2. Where the distance between the face of the rail and the hinge point Is less than 2'-0", see the Project Plans for special details. 3. For dike positioning with guard railing installations, see Standard Plan A77C4. DETAIL C DETAIL D INSTALLATION AT EARTH RETAINING WALLS STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUARD RAILING TYPICAL LINE POST EMBEDMENT AND HINGE POINT OFFSET DETAILS NO SCALE RSP A77C3 DATED MAY 20, 2011 SUPERSEDES STANDARD PLAN A77C3 DATED MAY 1, 2006 - PAGE 46 OF THE STANDARD PLANS BOOK DATED MAY 2006. BID NO. SB -0 t -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 Min �1 F-7 Delineator (flexible post, see Std Plan A73C) Min 3" x 1'-0" Reflector 16d Galv nails See Note 6 21/4" Min Ground line GUARD RAILING DELINEATION See Note 3 jQ. .�eCG.6. A'L tL REGISTERED CIVIL ENGINEER 2011 ,.v 'I/o/nla o _T= �r/s �Ible for lle accuracy aec o ocp/as e6 fMs plan To acwmpany plans 0aPo0 NOTES: 1. When necessary to place dike in front of face of guard railing, only Type C dike may be used. For dike details, see Standard Plan A87B. 2. For standard railing post embedment, see Standard Plans A77C3. 3. Guard railing delineation to be used where shown on the Project Plans. 4. When dike or curb is placed under guard railing, the maximum height of the dike or curb shall be 4". Mountable dike should not be used. For dike and curb details, see Standard Plans A87A and A87B. 5. For details of typical distance between the face of rail and hinge point, see Standard Plan A77C3. 6. For steel line posts, use 1/4 - 20 self -tapping screws in 0.22" diameter holes or 1/4" bolts in Y32' diameter holes. ES ES See Var Top of Var Note 5 rail See Note 5 See Note 5 10:1 ar HMA Dike flatter I� Type F slo a See Note 4 HP _ — HP NOY dor HMA Dike Type C See Note 1 DIKE POSITIONING See Note 1 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUARD RAILING TYPICAL RAILING DELINEATION AND DIKE POSITIONING DETAILS NO SCALE RSP A77C4 DATED MAY 20, 2011 SUPERSEDES RSP A77C4 DATED JUNE 6, 2008 AND STANDARD PLAN A77C4 DATED MAY 1, 2006 - PAGE 47 OF THE STANDARD PLANS BOOK DATED MAY 2006. BID NO. SB -0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 a Z v a v r a Z M a V n 4 BID NO. B-0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 Posr PRMILES sneer roiAL No. s 7� /.ror AL o�Ecr nEErs REG13TERED CIVIL ENGINEER Grout A Grout Edge of vegetation control October 20, 2006 c502Wiatr sz w PLANG APPROVAL GArE E30-07 ro, nce. ". a am ia, Landscape Fabric YP Landscape Fabric bu "or �`:es o m"a ,re�o��. a G"II ��a%rrma,�ss, as ��i comes os rMs a� f•a LIf'� N •_ ____ - ' - -do i R=3" TYP iR To oocarpaM dans hxl N NOTES: Post 1. Where the distance between back of post and hinge point is i Rail element i i less than 24', vegetation control to be constructed flush with the back edge of the post. n 'j Where dike is constructed under railing, construct vegetation Where is _ _ _ _ _ - control to back edge of dike. paved shoulder constructed 24" in front the to 0 _ within of post, construct vegetation control the edge of paved shoulder. ®i J_ 6'-3" r TyP Ty P 3. Direction of adjacent traffic Indicated by f . z Edge of vegetation control -a&— _ e\ �� m PLAN ca )31z D Block -- ---_ z Post z QD 24" TYp 24" TYp Ground line or surfacing (See Note 2) 3" (See Note 1) 12" -4 Minor Concrete 11 18�� Minor concrete Landscape Fabric Grout _Landscape Fabric Grout STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUAR® RAILING TYPICAL VEGETATION CONTROL SECTION A-A STANDARD RAILING SECTION NO SCALE NSP A77C5 DATED OCTOBER 20, 2006 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. NEW STANDAR® PLAN NBP A77C� BID NO. B-0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 IIID NO. B-0 t -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 Center of end post\ aosr MILES sneer rorA� No. s rorA� PRo�Ecr nEErs REGISTERED CIVIL ENGINEER H Edge of vegetation control 10'-0" a o. etmr sz October 20, 2006 w c5o2ao TYP , Edge of vegetation control PLANS APPeovA�onre a a7 'ate Hinge point---,,,,NT 11 TYP Hinge point sor ° c�`:a oraia:�roAo �. ° CIVIL `2' r r ado �� Nas s rMs p� a clec°'s To oocwWry dans d.W -1 � NOTES: In-line Terminal System End Treatment Edge of shoulder and 1. See New Standard Plan NSP A77C5 for additional ve eta+ion Edge of vegetation control control details. g r 2. Where the distance between back of post and hinge point is PLAN less back of9thetpos+ control to be constructed flush With edge 3. Where dike Is constructed under rolling, construct vegetation to back dike. Where is z control edge of paved shoulder constructed within 24" in front of the post, construct vegetation control +o Center of end post +he edge of paved shoulder_ m of vegetation control 101-0.. 1:1 Typ A. Direction of adjacent traffic indicated by --1Edge TyP Edge of vegetation control ca Hinge point 'v r Hinge point z Li A C N Edge of shoulder and Flared Terminal System End Treatment (Curved flare) Edge of vegetation control PLAN z ca Center of end Dost Edge of vegetation control TyD a. 1:1 Typ Hinge point Edge of vegetation control Hinge point a NH in i H ti Edge of shoulder and STATE OF CALIFORNIA Edge of vegetation control oEPAR TME NT OF TRANSPORTATION Flared Terminal System End Treatment (Straight flare) METAL BEAM GUARD ®AILING TYPICAL VEGETATION CONTROL PLAN PCN TERMINAL SYSTEM EN® TREATMENTS NOSCALE NSP A77C6 DATED OCTOBER 20, 2006 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. INEW STANDARD PLAN Ill A77C6 IIID NO. B-0 t -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 See Note 4 Edge of vegetation control Posr MILES seEET TOTAL TOTAL PRo�Ecr nEErs No. s Bridge rail Hinge pointEG13TEREDCVILN H N H REGISTER E!) CIVIL ENGINEER 1111. eimr sz MPH October 20, 2006 c$aeao T PLANS APPROVAL GATE a fury Sam V CIVIL07 Om as �comNae/ress, a✓r/aUran/c wp(ae of fMs pm a$ See Note 3 Shoulder To -GwWny dans d.W ETW Begin Bridge or End Bridge PLAN ETW z M Bridge Rail See Note 3 Paved Shoulder A E5 � I ca 0 pl Edge of vegetation control O m N F N F n Edge of N v o a 'C See Note 4 vege+anon control J, — 6A— z Z l� Edge of vegetation control 707 Typ nMedian L O � O Bridge ROH Shoulder z ETW NOTES: z Block PLAN 7. See New Standard Plan NSP AT7C5 for additional vegetation 10 control details. 2. Where the distance between back of goat and hinge point is less than 24", vegetation control to be constructed flush with Xo — — — — — — = the back edge of the post. -4 3. Where dike is constructed Unclerailing, construct vegetation -4 control to bacK edge of tllke. Where paved shoulder is constructed 0 -- Past within 24" in front of the post, construct vegetation control to -4 the edge of paved shoulder. Var 24 4. End vegetation control at end of backside rail element. Edge of paved Typ 5. Direction of adjacent traffic indicated by Shoulder 12" Ground line Crout Grout osur or surfacing STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUARD RAILING Minor Concrete 16" Landsca \ Minor 18' Landscape Concrete TYPICAL Y T Pri T I ® �® CONTROL F Fabric Fabric AT STRUCTURE APPROACH AND DEPARTURE NOSCALE NSP A77C7 DATED OCTOBER 20, 2006 SUPPLEMENTS THE STANDARD SECTION A—A PLANS BOOK DATED MAY 2006. NEW STANDAR® PLAN NSP A77C7 IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 BID NO. B-0 t -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 Posr MILES sneer roiAL No. s 7� /.ror AL PRo,IEcr nEErs REG13TERED CIVIL ENGINEER II D.HIM sz October 20, 2006 PLANS APPROVAL GATE [$U2� as fury Som V CIVIL a9 �comNae/ress, a✓� /aUran/c wp(ae of fMs pm a$ � UF�3 To ooGwWry dans d.W NOTES: 1. See New Standard Plan N5P A77C5 for additional vegetation control details. 2. Where the distance between back of post and hinge point is less than 24",vegetation control to be constructed flush with Q the bacK edge of the post. 3. Where diKe is constructed under railing, cons+ruc+ vege+a+ion control to bacK edge of diKe. Where paved shoulder is constructed z within 24" in front of +he post, construct vegetation control to the edge of paved shoulder. M Edge of vegetation 4. Direction of adjacent traffic indicated by control Man-made fixed object ca 24" 24" See Note 2 Ty = a a, Ty See Note 2 Edge of vegetation control I 1:1 Typ Edge of vegetation z 1:1 Typv a control I® r N F N F J Shoulder See Note 3 Shoulder � ETW ETW —_q t- 1" Expanded pol yetyrene z befixed object and vegetation control z ?P± PLAN FIXED OBJECT(S) ON SHOULDER 4 0 co STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUAR® RAILING TYPICAL VEGETATION CONTROL AT FIXE® OBJECT NOSCALE NSP A77CS DATED OCTOBER 20, 2006 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. NEW STANDARD PLAN NSP A77C8 BID NO. B-0 t -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 IIID NO. B -0[ -DE- 13 ADDL"D PER ADDENDUM NO. 2 DATED JULY 30, 2012 NOTES: Eosr MILseeET TOTaL TOTAL PRESG�E�T �EETs No. 1. See New Standard Plan NSP A77C5 for additional vegetation control details. w REGISTERED CIVIL ENGINEER<, 2. Where dike is constructed under railing, construct vegetation `' IIA. NiuN az control to back edge of dike. Where paved shoulder Is constructed within 24" in front of the Post, construct vegetation control to October 202006 October2, , Occ502W the edge of paved shoulder. ta 0GATE a r° 4:�GI�L a 3. Direction of adjacent traffic indicated by s—. "p'n�aL°ter°, 6�t �VIL ' N a- To o wWry dans doted t� ETW t ETW ES Edge of vegetation control ES �' 9i) N r -� Man-made fixed ObjectN ~ —^ �' r) _ n R=5' Edge of vegetation control 10'-0" 1:1 TYP Typ Edge of vegetot ion m =N =v control nT Oac HnT 10, -01:1 Typ ~ 10� _V -0„ TYP TYP Edge vegetation control � = a � n B la N ES 1" Expanded polystyrene between ES z fixed object and vegetation control ETW ETW ^ly � J Block PLAN FIXED OBJECT(S) IN MEDIAN Post z Ground line 24" 24" Typ caTyp 10 Block Block or surfacing 12 12" Ground line Fixetl acj ect� or surfacing •Minor Post Post- Minor Concrete ete iB" 18-Concrete Landscape Fabric 'Landscape Fabric Grout Grout Ground 24'• Var Var 24" line or(See Note 2) Minor Minor (See Note 21 Ground Zine surfacing ' Concrete 3' 12' Concrete 12" 3„ or surfacing Grou trout rout SECTION A—A Grout STATE OF CALIFORNIA i.:-,1 • P,•' ;P_: - - oC DEPARTMENT OF TRANSPORTATION RANSPORTATION - -- METAA L BEAM GUARD RAILING Minor oncrete 18' Landscape Fabrla 9" Landsca 18' Landscape Fobric Minor Concrete 9" Landsea e TYPICAL VEGETATION CONTROL AT FIXED OBJECT Fabric 1" Expanded Fabric NO SCALE polystyrene NSP A77C9 DATED OCTOBER 20, 2006 SUPPLEMENTS THE STANDARD SECTION B-B PLANS BOOK DATED MAY 2006. NEW STANDAR® PLAN NSP A�sCg IIID NO. B -0[ -DE- 13 ADDL"D PER ADDENDUM NO. 2 DATED JULY 30, 2012 IIID NO. B-0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 1°TAC PR°�E�r "EETs NOTES: Posr vILEs seEET TOTAL 1• See New Standard Plan NSP A77C5 for additional vegetation control details. 2. Where dike is constructed under railing, construct Vegetation REEEGG13TERED CIVIL ENGINEER control to back edge of dike. Where paved shoulder is constructed sz within 24" in front of the post, construct vegetation control to uo. Mdi +he edge of paved shoulder. October 20, 2006 c502W PLANSAPPR°VAL DAiE 3. Direction of adjacent traffic indicated by IrW07 a CIVIL t— ETN Edge of vegetation control ETW To GaWry dans doled ES ES Fixed Object. TYp Edge of vegetation control Man-made - fixed object 114 111 N 0 R-5' o �a ES ES z m Typ ETW ETW 1" Expanded polystyrene -01111—be+ween fixed object and Edge of vegetation control vegetation control PLAN FIXED OBJECT(S) BETWEEN SEPARATE ROADBEDS z (ONE-WAY TRAFFIC) BlockM Block Black �I Poat Poa+ Ground line 24" 24" or surfacing 24" Var 24" Ground line 0) or surfacing_ Typ Typ (See Note 2) Minor - Minor (See Note 2) Ground line T 12..12" Ground line 3" 12" Concrete Concrete 12" or surfacing T or surfacing - _ :. A _ --- - ---- --- -- - - - --------- - ----- - -- - Minor Concrete ete 18" 18" Minor Concrete Minor Concrete 11 1g„ 1S„ ,,,, Misr Concrete Landscape Fabric Landscape Fabric Landscape Fabric �• Landscape Fabric i0 / Grout Grout Grout Grout Grout Landacape Fabric 0 SECTION A—A SECTION B—B STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUAR® NAILING TYPICAL i EGETATION CONTROL AT FIXED OBJECT NO SCALE NSP A77C1D DATED OCTOBER 20, 2006 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. NEW STANDARD PLAN NSI IIID NO. B-0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 End Anchor Assembly (Type SFT), See Note 5 6'-3" 6'-3" 6'-3" 6'-3" Hinge -i c Doi nt 25'-0" See Note g HMA Dlke Ty e F See Net. 12 End Anchor Assembly (Type SFT), See Note 5 6,_3„ 6'-3" 6.-3. 6'_3„ point Qc M� �I Center of end post Hinge point Front face of end post ,6:1 taper Gia. See Note 12 ' 25-0" Min, See Note TYPE 11A LAYOUT (EMBANKMENT GUARD INSTALLATION WITH IN-LINE END TREATMENT AT TRAFFIC APPROACH END OF RAILING) See Note 6 /Center of end post Hinge point ES 6:1 taper Front face of end post Hinge point June 6, 2008 —HMA Dike LANS APPROVAL DATE rro sfine or cofvomo or a9�"+fs sMll mf � resgmrlble for ilesoccuraq E5 sleet anus r✓ aler,9rrnlo p cP , s qan To accompany pons dated Base Line VL /ZL — H—I— Wiq W/16 s nge point \ L/4 L/4 L/4 L/4 TYPICAL PARABOLIC LAYOUT 10.1 or flatter slope I —ES V See Note 8 HMA Dike, Type F j( �f+ HMA Dike, Type C Additional HMA Dike, Type C -' See Note 12 See Note 12 25'-0" Min, See Note 12 TYPE 11B LAYOUT (EMBANKMENT GUARD RAILING INSTALLATION WITH FLARED END TREATMENT AT TRAFFIC APPROACH END OF RAILING) See Note 6 Entl anchor assembly (Type SFT), Begin 15:1 or flatter flare See Note 5. Hinge point 6,-3" 6'-3" ost s acin Buried ,posanchorNotnd e 11. 6'-3" 6'-3" 6'-3" 6'-3" 6'-3"L 6'-3" 6'-3' Begin Parabola -a-15:1 or flatter flare, Bury end of rail ' c See See Note 10. in cut slope. 25'-0" Parabola Note 9 TYPE 11C LAYOUT for °15:1 flare Edge of paved shoulder or offset line of traveled way (EMBANKMENT GUARD RAILING INSTALLATION WITH BURIED END ANCHOR TREATMENT AT TRAFFIC APPROACH END OF RAILING) See Notes 6 and 12 NOTES: 1. Line post blocks and hardware to be used are shown on Standard Plans A77A1, AT/A2, A77B 1, A77C1, and A77C2. 2. Guard rail post spacing to be 6'-3" center to center, except as otherwise noted. 3. Except as noted, I ine posts are 6" x 8" x 6'-0" wood with 6 x 8" x 1'-2 wood blocks. W6 x 9 steel posts, 6'-0" in length with 6" x 8" x 1'-2" notched wood blocks or recycled Plastic blocks may be used for 6" x 8" x 6'-0" wood post with 6" x 8 x 1'-2" wood blocks where applicable and when specified. 4. Direction of adjacent traffic indicated by►. 5. For End Anchor Assembly (Type SFT) details, see Standard Plan A77111. 6. Layout Types 11A, 11B or 11C are typically used where guard railing is recommended to shield embankment slopes and a crashworthy end treatment is required for only one direction of traffic. 7. In-line Terminal System End Treatments are used where site conditions will not accommodate a flared end treatment. 8. The type of terminal system end treatment to be used will be shown on the Project Plans. 9. Dependent on site conditions (embankment height and side slope), construction of additional guard railing (length equal to multiples of 12'-6" with 6'-3" post spacing) may be advisable. 10. The 15:1 or flatter flare used with buried end anchors is based on +he edge of the paved shoulder or offset line of edge of the traveled way. The length of guard railing within the 15:1 or flatter flare is based on site conditions and should be a length equal to multiples of 12'-6". 11. For details of the buried post end anchor used with Type 11C Layout, see Standard Plan A7712. 12. Where placement of dike is required with guard roiling installations, see Revised Standard Plan RSP A77C4 for dike positioning details. X Begin flare L Y a Base Line (Edge of paved shoulder or offset line of edge of traveled way) Y = Offset from base line ELWX2 W = Maximum offset Y- X = Distance along base line LZ = Length of flare PARABOLIC FLARE OFFSETS Begin Parabola End Parabola J 6%" offset J Base Line 25'-0" 3" offset Length of flare Y♦" offset 1'-0" offset TYPICAL FLARE OFFSETS FOR 1 FOOT MAX END OFFSET STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUARD RAILING TYPICAL LAYOUTS FOR EMBANKMENTS NO SCALE R5P A77E1 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN A77E1 DATED MAY 1, ZOD6 - PAGE 48 OF THE STANDARD PLANS BOOK DATED MAY 2006 VISED STANDARD PLAN RSP A77E1 BID NO. 8-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 K M M f� M v 0,-0--17— Center of end post Fran+ face Min of end post\ a Hinge point DIF 6:1 taper\ \ in HMA Dike---_OeW„I'1 LL ES } `— c 22 Caltrans approved Ir Additional HMA Dike, Type C 25'-0” Mtn, See Note 9 L L Cenfer of end post o t a 10'-0" 10•_0" 6:1 taper c 0 o Mtn Min CO Hinge point � o c n� Front face of end pas+ o P. 0 ES See Note 9 Hinge point ee Notes 6 and HMA Dike. Type C -all— ES 1 Line post, blocks and hardware to be used are shown on Standard Plans A77A1, A77A2, A77B1, A77C1 and A77C2. 2. Guard rail post spacing to be 6'-3" center to center, except as otherwise noted. 3.Except as noted, line posts are G" x 8" x 6'-0" wood with 6" x 8" x 1 -2" wood blocks. W6 x 9 steel posts, 6'-0" in length, with 6" x 8" x 1'-2" notched wood blocks or plastic blocks may be used for 6" x 8" x 6'-0' wood post with 6" x 8" x 1'-2" wood blocks where applicable and when specified. A. Direction of adjacent traffic indicated by —►. 5.Layout Types 11D through 11L, shown on the A77E Series of Revised Standard P=are typically used where guard railing is recommended +o shield embankment slopes and a crashworthy end treatment is required for both directions of traffic. See ate 8 Hinge point ee Notes 6 and HMA Dike. Tyne C TYPE 11D LAYOUT ITH IN(EMBANKMENT LIKEND RAILING INSTALLATION TREATMENT ATEA HFEND NE RAILING) See Note 5 inge point =I =I Hinge point g _ES Caltrans approved Flared Terminal S_ See Note 7 HMA Dike. Tvae C HMA Dike, Type F See Note 9 TYPE 11E LAYOUT (EMBANKMENT GUARD RAILING INSTALLATION WITH FLARED END TREATMENT AT EACH END OF RAILING) See Note 5 6•In-line Terminal System End Treatments are used where site conditions will not accommodate a flared end treatment. 7.The type of terminal system end treatment to be used will be shown on the Project Plans. STATE OF CALIFORNIA B.Dependent on site conditions (embankment height and side sloppe), construction METAL DEPARTMENT OF TRANSPORTATION of additional guard railing (length equal to multiples of 12'-6" with 6'-3" post pip E T A L BEAM GUARD RAILING spacing) may be advisable. g, Where placement of dike is required with guard railing installations, see Revised TYPICAL LAYOUTS F O R Standard Plan RSP A77C4 for dike positioning details. EMBANKMENTS NO SCALE RSP A77E2 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN AT7E2 DATED MAY 1, 2006 - PAGE 49 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP A77ES JunAPPROVALNR e 6, 2008 DATE n sane or corvomo or r ",r: srbn rnr � r��raie �o�rir"so �roq To accompany pons dale0 Center of end posh Min Front face o J.c of end post Hinge point in 6:1 taper A.m HMA Dike m of C o+e ES rstem End Treatment o o ro r —tee m Additional HMA Dike T C v 25'-0" Min, See Note 9 Center of end post a 10,_0'10,_0" v Mtn Min o ° ° 6:1 taper Hinge point a o c ^� v r Front face of end post c. ES i stem End Treatment in a z Additional HMA Dike Type C 25'-0" Min, See Note 9 M a V V M K) BID NO. B-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 X n Base Line Begin flare ----___Y REGISTERED CIVIL ENGINEER W�16 W i Base Line (Edge of paved should r or June 6, 2008 W'i /16 W offset line of edge of traveled way) a�cNs aaaRovaL onTe Y = Offset from base line rro sane or corvomo or rrs "mgrs or _ WX2 W owns srnn rnr m r�c.�.uml" ror r oaWro y _ = Maximum offset L/ L/4 L/4 -+-L/4--; Y T2 x = distance along base line ,—ire L = Length of flare TYPICAL PARABOLIC LAYOUT PARABOLIC FLARE OFFSETS 7o accompany pons da ew Burled post end anchor, See Note 9 Begin 15:1 or flatter flare _ Begin 15:1 or flatter flare 6'_3"Hinge point Hinge point Post spacin \ac— i^ // Buried n.post \. ,�. ��—.� 6 3 6._3�� Y-1 6� 6 -3 6�h 6 3 ' 6�— I J��,. I See Note 9� 15:1 or flatter \ �� Begin Parabola-- See � Begin Parabola f -15:1 or flatter Bur end of Bury end flare is Note 8) L l Note 7 flare [see Note 8) Y rail In cut of roil in 25'-0" Parabola _ 25'-0" Parabola 'a cut slope Edge of paved shoulder or 5ee Note 11 �I See Note 11 pe' offset line of traveled way 1'-0" Max 1'-0" Max offset Ed of sued shoulder or offset for for 15:1 flare 9e 15:1 flare TYPE 11F LAYOUT offset line of traveled way (EMBANKMENT GUARD RAILING INSTALLATION WITH A BURIED END ANCHOR TREATMENT AT EACH END OF RAILING) See Notes 5 and 10 Buried post Center of end post enc anchor, See Note 10. o m Begin 15:1 or flatter flare 10'-0' 0'-0" Hinge point In n o o 2 6:1 taper 6'-3" ost s cin Hinge point �o-a Hinge 6''3" o c ✓ T Front face of end post ILIL r 15:1 or flatter Begin Parabola See �E5 f E5 Bury end flare (see Note B) Note 7 of rail in 25'-0" Parabola Caltrans ODDroved Terminal System End Treatment (Type SRT shown) cut slope Edge of ppovetl shoulder or ` 5ee Note 6 offset Iine of traveled way 1'-0" Max HMA Dike, Type F, offset for see Note 10 HMA Dike Ty C Additional HMA Dike,Type C 15:1 flare See Note 10 25'-0" Min, See Note 10 TYPE 11G LAYOUT (EMBANKMENT GUARD RAILING INSTALLATION WITH FLARED END TREATMENT AND A BURIED END ANCHOR TREATMENT AT THE ENDS OF RAILING) See Notes 5 and 10 NOTES: 1. Line post blocks and hardware to be used are shown on Standard Plans 6. The type of terminal system end treatment to be used will be shown on the Project Plans. A77A1, A77A2, A77B1, A77C1 and A77C2. I. Dependent on site conditions (embankment height and sine s bpe), construction STATE OF CALIFORNIA 2. Guard rail post spacing to be 6'-3" center to center, except as otherwise noted. of adds+Zonal guard railing (length equal to multiples of 12'-6" wi+h 6'-3" post spacing) may be advisable. DEPARTMENT DF TRANSPDRTATION 3. Except as noted, line posts are 6" x 8" x 6'-0" wood with 8. The 15:1 or flatter flare used with burled end anchors is based on the edge BEAM METAL g F A M GUARb RAILING 6" x 8" x 1'-2" wood blocks. W6 x 9 steel posts, 6'-0" in of the paved shoulder or offset line of edge of the traveled way. The length the 15:1 flatter flare is based to TYPICAL LAYOUTS F O R length, with 6" x 8" x l'-2" notched wood blocks or plastic blocks may be used for 6" x B" x 6'-0" wood Post with 6" x 8' x I -2 of guard railing within or on a condi+ions and should be a length equal to multiples of 12'-6". EMBANKMENTS A V C T E M B A N K M N S wood blocks where applicable and when specified. 9. For details of the buried post end anchor used with Type 11F and 11G Layouts, L C 4. Direction of adjacent traffic indicated by y . see Standard Plan A7712. NO SCALE 5. Layout Types 11D through 11L, shown on the A77E Series of Revised Standard 10. Where placement of dike is required with guard railing installations, see Revised Plans, are typically used where guard ralling is recommended to shield Standard Plan RSP A77C4 for dike positioning details. RSP ATTE3 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN ATTE3 embankment slopes anda crashworthy end treatment is required for both DATED MAY 1, 2006 - PAGE 50 OF THE STANDARD PLANS BOOK DATED MAY 2006. directions of traffic. 11. For typical flare offsets for 25'-0" lenggth parabola with maximum offset of l'-0' , see Revised Standard Plan RSP A77E1. D e u 1 o e r% e-ir A wl r% A D r% D i A \1 DOM A 9 9 E BID NO. 8-0 t -DE- 13 ADDL°D PER ADC3ENI]1.EM NO. 2 DATED JULY 30, 2012 K BID NO. B-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 DIST COUNTY ROUTE POST NILES SHEET TOTAL TOTAL PR DJE Ci NO. SHEETS STOAa REGISTERED CIVIL ENGINEER June6, 2008 "�lage11 D. Ilam C APPROVAL DATE a a "a 6- rro srm" "r cmvomo o� rr "n �. aga}s sMll mf � resµnslble for Nero req 4 � alea)�P anus cf al to p cP �� qan �'p� AL lib°' To accompany pons daW h1 Center of end post —� om 10'-0" Center of end post 10'-0" 0'-0" . + o 6:1 taper Front face Mtn ° o 0: M m Min o of end `� m post o c b c Hinge point Hinge point -o10. m /Hinge point 6:1 taper :- Hinge point_ T HMA Dikea. Front face of end post See ES -all-- -all--ES ES * o _— Note 7 o F v Caltrans approved In-line Terminal 5 stem End Treatment Caltrans approved Terminal System End Treatment (T SRT shown) '2P w e See Notes 6 and 7 See Note 6 W Additional HMA Dike, Type C HMA Dike Type C HMA Dike Ty e C Additional HMA Dike T C 25'-0" Min, See Note 8 See Note 8 See ote 25 -0 Min, See Note 8 a TYPE 11H LAYOUT z ARD RAILINGINSTALLATIONWITH ERAILiING)REATMENT (EMBANKM AND (ENDS FLARED O ANNT L N-RL TREATMENT AT a See Notes 5 and 8 M D r a z M a V V M NOTES: 1. Line post, blocks and hardware to be used are shown on Standard Plans 5. Layout Types 11D through IIL, sho on the A77E Series of Revised Standard Plans, A77A1, A77A2, A7761, A77C1 and A77C2. STATE OF CALIFORNIA are typically used where guard railing is recommended to shield embankment slopes inn 2. Guard rail post spacing to be 6'-3" center to center, except as otherwise and a crashworthy end treatment is required for both directions of traffic. DEPARTMENT OF TRANSPORTATION noted. 6-The type of terminal system end treatment to be used will be shown on the Project METAL BEAM GUARD RAILING 3. Except as noted, line posts are 6" x 8" x 6'-0" wood with Plans. TYPICAL L A Y O U T S F O R 6" x 8" x 1'-2' wood blocks. W6 x 9 steel posts, 6'-0" in length, 7. Dependent on site conditions (embankment height and side slope), construction With 6" x 8" x 1'-2" notched wood blacks Or piostic DIOCKe (length to 12'-6" 6'-3" EMBANKMENTS of additional guard railing equal multiples of with post may be used for 6" x 8" x 6'-0" wood post with 6 x 8" x 1'-2" spacing) may be advisable. wood blocks where applicable and when specified. NO SCALE 4. Direction of adjacent traffic indicated by —Nw. 8. Where placement of dike is required with guard railing installations, see Revised Standard Plan RSP A77C4 for dike positioning details. R5P A17E4 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN A77E4 DATED MAY I, ZOD6 - PAGE 51 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP A77E4 BID NO. B-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 Base Line 4\ wiq � W/16 � L/4 L/4 L/4 L/4 TYPICAL PARABOLIC LAYOUT Buried post end anchor, See Note 11. Begin 15:1 or flatter flare Hinge 15:1 or flatter \ f Begin Parabola flare (see Note 10) 25'-0" Parabola Bury end Edge of paved shoulder or e Note 12 of rail in offset line of traveled way 1'-0" MaxSe cut slope offset for 15:1 flare Hinge point Center of end post 10'-0" 10'-0" UTI 6:1 taper Min Min N on O C m Front face - of end post o n 1 T . F �� ES ES 10:1 or flatter slope Cal+tans approved Flar: Additional HMA Dike T e C HMI 25'-0" Min, See Note 9 NOTES: 1_Line past blocks and hardware to be used are shown on Standard Plans A77A1, A77A2, A77B1, A77C1 and A77C2. 2. Gua rd rail post spacing to be 6'-3" center to center, except as otherwise noted. 3.Except os noted, Iine posts are 6" x 8" x 6'-0" wood with 6" x 8" x 1'-2' wood blocks. WG x 9 steel posts, 6'-0" in length, with G" x 8" x 1'-2" notched wood blocks or plastic blocKs may be used for 6" x 8" x 6'-0' wood post with 6" x 8" x 1'-2" wood blocks where applicable and when specified. 4.Direc+ion of adjacent traffic indicated by i. 5. Layout Types IID through 11 L, shown on the A77E Series of Revised Standard Plans, are typically used where guard railing is recommended to shield embankment slopes and a crashwor+hy end treatment is required for both directions of traffic. 6.1—line Terminal System End Treatments are used where site conditions will not accommodate a flared end treatment. X ---------- Begin flare " L REGISTERED CIVIL ENGINEER Base Line (Edge of paved shoulder or offset Iine of edge of traveletl way) June 6, 2008 Y = Offset from base line wx� W = Maximum offset PLANS APPRovAL oA'e rro — " cmv , -11 -1 A� ala 1, 1.oW Y= X = Distance along base line area," °"mss°' °''° o �' q L� L = Length of flare Hinge point PARABOLIC FLARE OFFSETS To accompany pons doW Center of end post TYPE 11I LAYOUT (EMBANKMENT GUARD RAILING INSTALLATION WITH IN-LINE END TREATMENT Center of end post AND A BURIED END ANCHOR TREATMENT AT THE ENDS OF RAILING) See Note 5 10'-0" Min Frontface of end post -Hinge point _ _ Hinge point ni Hinge point 6.1 taper o r HMA Dike See c Note 8 ! 10!1 or ES System End Treatment Caltrans approved In-line Terminal System End Treatment flatter slope See Nates 6 and 7 C HMA Dike T C Additional HMA Dike, Type C See Note 9 25'-0" Min, See Note 9 HMA Dike, Type F See Note 9 TYPE 11J LAYOUT (EMBANKMENT GUARD RAILING INSTALLATION WITH IN-LINE END TREATMENT AND FLARED END TREATMENT AT THE ENDS OF RAILING) See Note 5 7. The type of terminal system end treatment to be used will be shown on the Project Plans. 8. Dependent an site conditions (embankment height and side slope), construction of additional guard railing (length equal to multiples of 12'-6" with 6'-3" post spacing) may be advisable. STATE OF CALIFORNIA 9. Where placement of dike is required with guard railing installations, see Revised DEPARTMENT OFT TRANSPORTATION Standard Plan RSP A77C4 for dike positioning details. METAL BEAM lift iii U ��®R ® RAILING 10. Po 15:1 or er ter flare used f edge of end anchors is based ongthe f g rd +he TYPICAL L A Y O U T S F O R ved shoulder or offset line of edge of the traveled way. The length of guard railing within the 15:1 or flatter flare is based on site conditions and should be a 1, V length equal to multiples of 12'-6". E ,lyi R A N K M E N T S 11. For details of the buried post end anchor used With Type III Layout, see Standard NO SCALE Plan A7712. RSP A7TE5 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN ATTE5 12. For typical flare offsets for 25'-0" length parabola with maximum offset DATED MAY 1, 2006 - PAGE 52 OF THE STANDARD PLANS BOOK DATED MAY 2006. of 1'-0", see Revised Standard Plan RSP A7TE1. REVISED STANDARD PLAN RSP A77E! BID NO. B-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 - Min Front face of end post o c J Hinge point �!i Hinge point -,6:1 taper o r rt � HMA Dike M See o c C ate 8 s 10:1 or ES Caltrans approved In Terminal 5 stem End Treatment m fla+ter slope vi See Notes 6 and 7 m HMA Dike Type C Additional HMA Dike, Type C TYPE 11I LAYOUT (EMBANKMENT GUARD RAILING INSTALLATION WITH IN-LINE END TREATMENT Center of end post AND A BURIED END ANCHOR TREATMENT AT THE ENDS OF RAILING) See Note 5 10'-0" Min Frontface of end post -Hinge point _ _ Hinge point ni Hinge point 6.1 taper o r HMA Dike See c Note 8 ! 10!1 or ES System End Treatment Caltrans approved In-line Terminal System End Treatment flatter slope See Nates 6 and 7 C HMA Dike T C Additional HMA Dike, Type C See Note 9 25'-0" Min, See Note 9 HMA Dike, Type F See Note 9 TYPE 11J LAYOUT (EMBANKMENT GUARD RAILING INSTALLATION WITH IN-LINE END TREATMENT AND FLARED END TREATMENT AT THE ENDS OF RAILING) See Note 5 7. The type of terminal system end treatment to be used will be shown on the Project Plans. 8. Dependent an site conditions (embankment height and side slope), construction of additional guard railing (length equal to multiples of 12'-6" with 6'-3" post spacing) may be advisable. STATE OF CALIFORNIA 9. Where placement of dike is required with guard railing installations, see Revised DEPARTMENT OFT TRANSPORTATION Standard Plan RSP A77C4 for dike positioning details. METAL BEAM lift iii U ��®R ® RAILING 10. Po 15:1 or er ter flare used f edge of end anchors is based ongthe f g rd +he TYPICAL L A Y O U T S F O R ved shoulder or offset line of edge of the traveled way. The length of guard railing within the 15:1 or flatter flare is based on site conditions and should be a 1, V length equal to multiples of 12'-6". E ,lyi R A N K M E N T S 11. For details of the buried post end anchor used With Type III Layout, see Standard NO SCALE Plan A7712. RSP A7TE5 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN ATTE5 12. For typical flare offsets for 25'-0" length parabola with maximum offset DATED MAY 1, 2006 - PAGE 52 OF THE STANDARD PLANS BOOK DATED MAY 2006. of 1'-0", see Revised Standard Plan RSP A7TE1. REVISED STANDARD PLAN RSP A77E! BID NO. B-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 Base Line L J\ W/�6 W_ Wiq W/16 3 L/4 L/4 L/4 L/4 TYPICAL PARABOLIC LAYOUT Center of end post Front face of end post \ Min point \\ a�a 6:1 taper, 1 Hinge point T HMA Dike---_��R R 10:1 or ES flatter slope Caltrans CIDDroved In -I SeE Additional HMA Dike, Type C HA 251-C Min, See No+e 9 Center of end post Hinge point 10'-0" CJl point Min Min W bn oc Front face of end post, O T �� ES ES 10:1 or flatter slope Cal+raps approved Flor: Additional HMA Dike TyDe C HMr 25-0 Min, See Note 9 X --_--Y _-- s Begin flare L Base Line (Edge of paved shoulder or offset line of edge of traveled way) Y = Offset from base line - WXZ W = Maximum offset Y-- X = Distance along base line LZ L = Length of flare PARABOLIC FLARE OFFSETS Begin 15:1 or flatter flare June 6, 2008 DATE n sane or corvomo or r ",r: srbn rnr � r��raie �orrir�so �roq To accompany pons dated Buriedpost end anchor, See Note 11. See —Begin Parabola "* / \15:1 or flatter flare \ Bury end of 25'-0" Parabola >te 8 I\ (see Note 10) rail in cut slope. See Note 12 1'-0" Max offset for 15:1 flare Edge of paved shoulder or offs.+ line of traveled way TYPE 11K LAYOUT (EMBANKMENT ND GUARD AN IN-LINE ENDTALLATION TREATMENTWITH A BURIED END ANCHOR TREATMENT AT THE ENDS OF RAILING) See Note 5 Inge point i � Begin Parabola .Ig— Begin 15:1 or flatter flare 6'-3" Post s °c to Buried post endanchor See Note 1'1. 15:1 or flatter flare (see Note 10) Bury end of rail in cut slope. for Max offset for 15:1 flare Edge of paved shoulder or offset line of traveled way BID NO. SB -0t -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 a z v a v r a z l� a V V M 0 HMA Dike, Type F See Note 9 TYPE 11L LAYOUT (EMBANKMENT GUARD RAILING INSTALLATION WITH A BURIED END ANCHOR TREATMENT AND A FLARED END TREATMENT AT THE ENDS OF RAILING) NOTES: See Note 5 1. Linepost blocks and hardware to be used are shown on Standard Plans 7. The type of terminal system end treatment to be used will be shown on the A77A1, A7'%A2, A77B1, A77C1 and A77C2. Project Plans. 2. Gua rd rail post spacing to be 6'-3" center to center, except as otherwise 8. Dependent on site conditions (embankment height and side slope), construction noted. of additional guard railing (length equal to multiples of 12'-6" with 6'-3" post spacing) may be advisable. 3.Except as noted, line posts are 6" x 6" x 6'-0" wood with STATE OF CALIFORNIA blocks. W6 x 9 ) or d with g g' Where ike is dike apositioning guard installations, see Revised DEPARTMENT OF TRANSPORTATION with 6" x 8' x V-2" notched notched wood blocksplasticOblocksngth, may be used for 6" x 8" x 6'-0" wood post with s x e x 1'-2" ndarrd Plan RSP A7d7C4 for METAL BEAM GUARD RAILING wood blocks where applicable and when specified. 10. The 15:1 or flatter flare used with buried end anchors is based on the edge of the indicated paved shoulder or offset line of edge of the traveled way. The length of guard the 15:1 flatter flare is based be TYPICAL L A Y O U T B F O R 4.Direction of adjacent traffic by i. ralling within or on site conditions and should a leng+h equal to multiples of 12'-6". EMBANKMENTS S. Layout Types 11DIca through 11L, shown on the ATsE Series Revised sh Standard Plans, are typically used where guard railing is recommended to shield where d 11. For details the buried post end anchor used with Type 11K and 11L Layouts, see NO SCALE embankment slopes and a crashwor+hy end treatment is required for both Standard Plan A77I2. directions of traffic. 12. For typical flare offsets for 25'-0" length parabola with maximum offset DATED RMAY SP A1, 2006ATE PAGE N 5360F THE . 2008 STANDARD PLANS PERSEDES STANDARD DATED MAY 2006. 6.In-line Terminal System End Treatments are used where site conditions will not of 1'-O", see Revised Standard Plan RSP A77E1. accommodate a flared end treatment. R E V I S E D STANDARD PLAN R S P A 7 7 E f BID NO. SB -0t -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 a z v a v r a z l� a V V M 0 Ul 31- 11/1' (TYp Wall or 6._, bridge rail t 25'-D" Transition Rail)r ETW (Type WB), See Note 5 HMA Dike, T., See Note 3'- 0W. Wall or bridge rail See Notes 12 and 13. w, �Front face c n of end post I T . N -0111— ES -I*— 25'-O"Transition Railing See Note 8 N Caltrans approved Flared Terminal System End Treatment 10:1 or (Type WB), See Note 5 See Note 7 flatter s HMA Dike, Type F HMA Dike, Type C Additional HMA Dik See Note 9 See Note 9 25'-0" Min, See TYPE 12B LAYOUT see Notes 12 and 13. (GUARD RAILING INSTALLATION AT STRUCTURE APPROACH WITH A FLARED END TREATMENT AT TRAFFIC APPROACH END OF RAILING) See Notes 10 NOTES: 1. Line post, blocks and hardware to be used are shown on Standard Plans A77A1, A77A2, A7TB1, A77C1 and A77C2. 2. Guard rail post spacing to be 6'-3" center to center, except as otherwise noted. 3. Except as noted, line posts are 6" x B" x 6'-0" wood with 6" x 8' x 1'-2" wood blocks. W6 x 9 steel posts, 6'-0" in length, with 6" x 8" x 1'-2" notched wood blocks or plastic blocks may be used for G" x 8" x 6'-0" wood posts with 6" x 8" x 1'-2" wood blocks where applicable and when specified. 4. Direction of adjacent traffic indicated by —!• . 5. For Transition Railing (Type WB) details for Types 12A and 12B Layouts, see Standard Plan A77J4. 6. In-line Terminal System End Treatments are used where site conditions will not accommodate a flared end treatment. 7. The type of terminal system end treatment to be used will be shown on the Project Plans. 8. Dependent on site conditions (embankment height, side slopes, or other fixed objects), it may be advisable +o construct additional guard railing (a length equal to multiples of 12'-6" with 6'-3" post spacing) between the transition railing and end treatment. _ a r ES Z lop"Iyp�ec a e, M Note 9 v 9. Where placement of dike is required with guard railing installations, 12. For additional details of typical connections to bridge rail, see June 6, 2008 w c50200 a 6o see Revised Standard Plan RSP A77C4 for dike positioning details. Connection Detail AA on Revised Standard Plans RSP A77J1 and Center of end post \ \\` Paaova� on'e rro sfine ar cmvomo or arr e a9�"+fs sMll mf res lble for ileso suraq" q A77,12 and Connection Detail FF on Standard Plans A77K1 and A77K2. a Front face Hinge point °� 01 V a. To the right of approaching traffic, at the end of a structure, on 10'-0" of end post Standard Plan A77J3. V two-lane conventional highway where the roadbed width across the structure is less than 40 feet. �j Hinge point Min 6:1 taper or ) Toaccsmpaiyplans OaW Mr — HMA Dike o c 10:1 or See Note 8 Caltrans approved In-line Terminal System End Treatment ins flatter elope ES See Notes 6 and 7 F HMA Dike, Type C Additional HMA Dike, Type C See Note 9 25'-0" Min, See Note 9 M TYPE 12A LAYOUT m (GUARD RAILING INSTALLATION AT STRUCTURE APPROACH WITH AN C IN-LINE END TREATMENT AT TRAFFIC APPROACH END OF RAILING) See Notes 10 m Min Mtn / Center 6:1 taper v Hingo c e Hinge point of and post / Hinge point\ point w, �Front face c n of end post I T . N -0111— ES -I*— 25'-O"Transition Railing See Note 8 N Caltrans approved Flared Terminal System End Treatment 10:1 or (Type WB), See Note 5 See Note 7 flatter s HMA Dike, Type F HMA Dike, Type C Additional HMA Dik See Note 9 See Note 9 25'-0" Min, See TYPE 12B LAYOUT see Notes 12 and 13. (GUARD RAILING INSTALLATION AT STRUCTURE APPROACH WITH A FLARED END TREATMENT AT TRAFFIC APPROACH END OF RAILING) See Notes 10 NOTES: 1. Line post, blocks and hardware to be used are shown on Standard Plans A77A1, A77A2, A7TB1, A77C1 and A77C2. 2. Guard rail post spacing to be 6'-3" center to center, except as otherwise noted. 3. Except as noted, line posts are 6" x B" x 6'-0" wood with 6" x 8' x 1'-2" wood blocks. W6 x 9 steel posts, 6'-0" in length, with 6" x 8" x 1'-2" notched wood blocks or plastic blocks may be used for G" x 8" x 6'-0" wood posts with 6" x 8" x 1'-2" wood blocks where applicable and when specified. 4. Direction of adjacent traffic indicated by —!• . 5. For Transition Railing (Type WB) details for Types 12A and 12B Layouts, see Standard Plan A77J4. 6. In-line Terminal System End Treatments are used where site conditions will not accommodate a flared end treatment. 7. The type of terminal system end treatment to be used will be shown on the Project Plans. 8. Dependent on site conditions (embankment height, side slopes, or other fixed objects), it may be advisable +o construct additional guard railing (a length equal to multiples of 12'-6" with 6'-3" post spacing) between the transition railing and end treatment. _ a r ES Z lop"Iyp�ec a e, M Note 9 v 9. Where placement of dike is required with guard railing installations, 12. For additional details of typical connections to bridge rail, see see Revised Standard Plan RSP A77C4 for dike positioning details. Connection Detail AA on Revised Standard Plans RSP A77J1 and RSP A77,12 and Connection Detail FF on Standard Plans A77K1 and A77K2. a 10. Type 12A or Type 128 Layouts are typically used: 13. For additional details of a typical connection to walls or abutments, V a. To the right of approaching traffic, at the end of a structure, on see Standard Plan A77J3. V two-lane conventional highway where the roadbed width across the structure is less than 40 feet. n b. To the left of approaching traffic, at the end of a structure, on two-lane conventional highway where the roadbed width across the structure is less than 40 feet. c. To the right of approaching traffic at the end of each structure on multilane freeways or expressways with separate adjacent or parallel bridges. d. To the right of approaching traffic at the end of the structure on multilane freeways or expressways with decked median on the bridge. 11. See Revised Standard Plan RSP A77F3 for typical layout used left of approaching traffic at the ends of each structure on multilane freeways or expressways with separate adjacent or parallel bridges. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUARD RAILING TYPICAL LAYOUTS FOR STRUCTURE APPROACH NO SCALE RSP A77F1 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN A77F1 DATED MAY 1, 2006 - PAGE 54 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP A77F1 BID NO. B-0 [ -DE- 13 ADDL"D PER ADDENDUM NO. 2 DATED JULY 30, 2012 rn Length based on 12.5° DUt not less ti Begin Parabola ,Begin 15:1 or flatter flare ...i Railing Notee Parabola 1. Line post, blocks and hardware to be used are shown on Standard Plans A77A1, A77A2, A77B1, A77C1 and A77C2. v sh 18n 3. Except as noted, line posts are 6" x 8" x 6'-0" wood with 6" x 8" x 1'-2" wood blocks. W6 x 9 steel posts, 6'-0" in length, with 6" x B" x 1'-2" notched wood blocks or notched rec1cled plastic blocks may be used for 6" x 8" x 6'-0" wood line posts with 6" x 8' x 1'-2" wood blocks where applicable and when specified. 5W8), 4. Direction of adjacent traffic indicated by --► . _ y�i'_0_offs- _ _ _ - _ ��Bridge Shoulder Zine _ _ _ - ----------_eS e Note 131'-3" c e 0.8" offse 15:1 or flatter flare (See Note 10) for TYPe CAT _ - _ o e 3" offset Rail Tension ng o n G" offset Assembly, see Note 7 /-- _ m w 3 — A _ Hinge point 10'-0" 10'-0" nProjected /Departure 12.5° $ - _ departure angle C L / Angle _ - - C a — 30° Min --- Bridge Rail e " 0 Button head bolt with hex nut or 0 Rod, threaded both ends, with hex nuts. '/2" Max exposed threads after hex nuts) tightened. No washeron rail faces for bolted connection to line post. Top of rail Top of post 6" x 8" x 1' nd block -2" aC wood blocks 8" Ground Iine 6" x V. x 6'-0" wood post SECTION A—A TYPICAL DOUBLE METAL BEAM GUARD RAILING 02011 �A� o k�r%s �Ible�%es e6 fMs plan ---i To aocoMxfy plans doW Shoulder 12.5° Departure. Angle _ -10:1 or flatter slope 6c1 toper Hinge point —,r• Center of post Median J�Bridge Shoulder line Shoulder ETW y TYPE 12E LAYOUT See Note 10 x Begin flare L Base Line (Edge of paved shoulder or offset Iine of edge of traveled way) Y = Offset from base Iine Wx2 W = Maximum offset Y= L2 X = Distance along base line L = Length of flare PARABOLIC FLARE OFFSETS Base Line �. I2L �12L 16 �� Wiq W/16 \ �\\\ L/4 L/4 L/4 1-/4 TYPICAL PARABOLIC LAYOUT a z v NOTES: y 1. Line post, blocks and hardware to be used are shown on Standard Plans A77A1, A77A2, A77B1, A77C1 and A77C2. M o 2. Guard railing post spacing to be 6'-3" center to center, except as otherwise noted. 3. Except as noted, line posts are 6" x 8" x 6'-0" wood with 6" x 8" x 1'-2" wood blocks. W6 x 9 steel posts, 6'-0" in length, with 6" x B" x 1'-2" notched wood blocks or notched rec1cled plastic blocks may be used for 6" x 8" x 6'-0" wood line posts with 6" x 8' x 1'-2" wood blocks where applicable and when specified. V r z 4. Direction of adjacent traffic indicated by --► . 5. For Transition Railing (Type WB) details, see Standard Plan A77J4. 6. For additional details of a typical connection to bridge rail, see Connection Detail AA on Revised Standard Plan RSP A77J1. 7. For Rail Tensioning Assembly details, see Standard Plan A771-12. a S. The type of Crash Cushion to be used will be shown on the Project Plans. V 9. Type 12E Layout is typically used left of approaching traffic at the end of each structure on multilane freeways or expressways where a median type barrier is not constructed between separated roadbeds. 4 (a 10. The 15:1 or flatter flare is measured off of the edge of traveled way. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUARD RAILING TYPICAL LAYOUTS FOR STRUCTURE APPROACH NO SCALE RSP A77F3 DATED MAY 20, 2011 SUPERSEDES RSP A77F3 DATED JUNE 6, 2008 AND STANDARD PLAN A771`3 DATED MAY 1, 2006 - PAGE 56 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP A77F3 BID NO. B-0 [ -DE- 13 ADDLD PER ADC3ENI]1.EM NO. 2 DATED JULY 30, 2012 HMA June 6, 2008 Front face of end post / Center of end post J/ 3'-11/2" (TYp) aaaova� ante rm 11- "f —11, 1 77 . agafs sMll rof � resµnslble for ile oacuraq 10'-0" of 12'-6" with 6'-3" post spacing) between the transition railing and end treatments. 2. Guars rail post spacing to be 6'-3" center to center, except as otherwise potntc, 6:7 taper linHinge noted. point I point 6-3 Wall or To accompany pons dale0 ' r \\��\\ 10.Type 12AA or Type 12BB Layouts are typically used to the right of traffic departing STATE OF CALIFORNIA wood blocKs or notched recycled plastic blocks may be used for 6" x 8" x 6'-0" wood posts with 6" x 8" x 1'-2' wood blocks where applicable and when specified. 1� 1 DEPARTMENT OF TRANSPORTATION R 4. Direction of adjacent traffic indicated by --O-. (bridge rail METAL BEAM GUAn® RAILING 10:1 or flatter slope 6:1 taper\ Hinge point \\y Front face .� of end post ES oa CJl 10:1 or flatter slope Additional HMA Dike, Type C 25'-0" Min. See Note 9 TYPE 12AA LAYOUT (GUARD RAILING INSTALLATION AT STRUCTURE DEPARTURE WITH AN IN-LINE END TREATMENT AT TRAILING END OF RAILING) See Notes 9 and 10 -0" 10'-0" 1 Mln Center of end post -Hinge point t— ES TYPE 12BB LAYOUT (GUARD RAILING INSTALLATION AT STRUCTURE DEPARTURE WITH A FLARED END TREATMENT AT TRAILING END OF RAILING) See Notes 9 and 10 t 5'-0" Transition Railing (Tvoe Will. See Note 5 ETW See Note 11 J —3'-ll�i' (TYp) Hinge pointWall or (bridge rail 25'-0" Transition Roiling (Type WB), See Note 5 ETW I Dike, Type F See Note 9 See Note 11 W 0 NOTES: 1. Line post, blocks and hardware to be used are shown on Standard Plans S. Dependent on site conditions (embankment height, side slopes, other fixed objects), A77A1, A77A2, A77B1, A77C1 and A77C2. it may be advisable to construct additional guard railing (a length equal to multiples of 12'-6" with 6'-3" post spacing) between the transition railing and end treatments. 2. Guars rail post spacing to be 6'-3" center to center, except as otherwise noted. 9. Whererlacement of dike is required with guard railinginstallations, see Revised Standard Plan RSP A77C4 for 3• Except as noted, line posts are 6" x 8" x 6'-0" wootl with 6" x 8" x 1'-2' dike positioning details. wood blocks. W6 x 9 steel posts, 6'-0" in length, with 6" x e" x 1-2" notched 10.Type 12AA or Type 12BB Layouts are typically used to the right of traffic departing STATE OF CALIFORNIA wood blocKs or notched recycled plastic blocks may be used for 6" x 8" x 6'-0" wood posts with 6" x 8" x 1'-2' wood blocks where applicable and when specified. a structure on two-way conventional highways where the roadbed width across the structure is less than 40 feet. DEPARTMENT OF TRANSPORTATION R 4. Direction of adjacent traffic indicated by --O-. 11.For additional details of typical connections to bridge rail, see Connection Detail CC METAL BEAM GUAn® RAILING on Revised Standard Plan RSP A77J2 and Connection Detail HH on Standard Plans A77k2. TYPICAL LAYOUTS E O R 5. For Transition Railing (Type WB) details for Types 12AA and 1288 Layouts, see Standard Plan 0,77J4. STRUCTURE DEPARTURE G. In-line Terminal System Treatments are used where site conditions will not accommodate a flared end treatment. NO SCALE RSP A77F4 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN ATTF4 7• The type of terminal system to be used will be shown on the Project Plans. DATED MAY 1, 20D6 - PAGE 57 OF THE STANDARD PLANS BOOK DATED MAY 2006. BID NO. B-0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 Fixed NOTES: Less than 4'-0 1. Line post, blocks and hardware to be used are shown on Standard but not less than Plans A77A1, A77A2, A77B1, A77C1 and A77C2. 2'-3', See Note 4-,li--- 2. Guard railing post spacing to be 6'-3" center to center, except as otherwise noted. 3. Except as noted, line posts are 6" X8" x 6'-0" Wood With 6" x 8" x 1 -2" wood blocks. W6 x 9 ateel posts, 6'-0" in length, with 6" x 8" x 1'-2" notched wood blocks or notched recycled plastic blocks may be used for 6" x 8" x 6'-0" wood line posts with 6" x 8" x 1'-2" wood blocks where applicable and when specified. 4. A 4'-0" minimum clearance is required between the face of the railing and the face of a fixed object located directly behind sfandard guard railing sections with post spacing of 6'-3'. Construct guard railing as shown in the detail Strengthened Railing Sections for Fixed Objects' on this plan, where the clearance between the face of the ailing and the face of a fixed object is less than 4'-0", but not less than 2'-3". Where the clearance is less than 2'-3", a concrete wall or barrier should be constructed to shield the fixed object(s). 5. Direction of adjacent traffic indicated by --► . 6. For End Anchor Assembly (Type SFT) details, see Standard Plan A77H1. 7. For details of Rail Tensioning Assembly, see Standard Plan AT7H2. B. The type of crash cushion to be used will be shown on the Project Plans. 9. Type 14A layout is typically used on multilane freeways or expressways to shield fixed objects where a median type barrier is not constructed between the separated roadbeds. 10. For typical flare offsets for 25'-0" length parabola with maximum offset of 1'-0", see Revised Standard Plan RSP A77E1. 11. The 15:1 or flatter flare is measured off of the edge of traveled way. 12. W6 x 15 steel post, 8'-0" in length, with 8" x 8" x 1'-2" notched wood block or notched recycled plastic block may be used in place of the 10" x 10" x 8'-0" wood post with 8" x 8" x 1'-2" wood black shown in the "Strengthened Railing Sections Detail'. ETW 6:1 T4.ngpe to — ES n c� 01 �� o c 0 15:1 or flatter f ES ETW 10:1 or flatter slope trans End Anchor--� 6" x B" x 6'-0" Assembly �� Wood post with (Type SFT), 6" x 6" x 1'-2" see Note 6. wood block 10 x 10" x 8'-0" wood post with 8" x 8" x 1'-2" wood block (See Note 12). 10" x 10" x 8' Wood post with 8" x 8" x 1'-2" Wood block beyond fixed object (See Note A and Note 12). NOTE A: For a series of fixed objects (bridge columns, overhead sign supports, etc.) additional 10" x 10 x 8'-0' wood post with 8" x B" x 1'-2" wood blocks at 3'-li/i' center to center spacing are to be used between fixed objects. STRENGTHENED RAILING SECTIONS FOR FIXED OBJECT Use strengthened railing sections with Type 14A layout where minimum clearance between the face of the guard railing and fixed object(s) is less than 4'-0", but not less than 2'-3', See Note 4. 4'-0" Min, see Note 4 -411-- Direction of Travel Assembly (Type SFT) A Rail Tensioning see Note 6 , Assembly, see Note T _ - 1'-0" and offset �� Fixed Begin 15:1 or flatter flare e ToP of May 20, 2011 tall PLANS APPROVAL DATE rr� sme w cornomm o� rr wnces a. Top of oem: smri "or ce pecan r0. rr�"poor post" x 8" x 1'-2" . =o,.wraexss ereor. " gyres ,r mrs poA and block ocd blocks To amompony plans doled ' - V 0 button head bolt with +i - - - ii hex nut or %" 0 Rod, threaded both ends, with hex nuts. i/2" Max threads hex b N a a exposed after nuts) tightened. No washer on N tO rail faces for bolted connection to C Ground line line post. C 5" x 8' x 6'-0" Wood tlx OI SECTION A—A M TYPICAL DOUBLE METAL M BEAM GUARD RAILING M Length based on .5 departure 30° Min 12angle Departure angle Caltrans approved Begin -Begin 15:1 or I Crash Cusion 1 12.5° Departure Parabola flatter flare Seel Note 8 angle JI 5 -0" Parabol Double MBGR 25'-0" Min 31'-3" for Type CAT Se10:1 or flatter slope e Note 10 �/� ETW Fixed Object — A ES — 1'-0" end offset 15:1 or flatter flare (See olte1)- - _ _------- o to 3-0 0----.�%-- Rail Tensionin - a from ES Min i Assembly, see gNote 7 � Q c 10'-0" ," 2 End Anchor e\ Hinge 7n � Hinge Assembly (Type SFT), ��LJJ point 10 -0 point See Note 6 ES ETW Direction of Travel --a- 30* 30° Min Departure angle Min, see Note 4 TYPE 14A LAYOUT See Note 9 X -- ---- Begin flare Base Line (Edge of paved shoulder or offset line of edge of traveled way) Y = Offset from base line WX2 W = Maximum offset Y= 2 X = Distance along base line L = Length of flare PARABOLIC FLARE OFFSETS Base Line /2L Wiq W/16 L/4 L/4 L/4 L/4 'ICAL PARABOLIC LAYOUT in W a Z v a v r a Z M a V V STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUARD RAILING TYPICAL LAYOUTS FOR FIXED OBJECTS BETWEEN SEPARATE ROADBEDS (TWO-WAY TRAFFIC) NO SCALE RSP A77G1 DATED MAY 20, 2011 SUPERSEDES RSP A77G1 DATED JUNE 6, 2008 AND STANDARD PLAN A77G1 DATED MAY 1, 2006 - PAGE 59 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP A77G111 BID NO. B-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 NOTES., 1. Line post, blocks and hardware to be used are shown on Standard Plans A77A1, A77A2, A7781, A77C1 and A77CZ. 2. Guard railing post spacing to be 6'-3" center to center, except as otherwise noted. 3. Except as noted, I ins posts are 6" x 6" x 6'-0" wood with 6" x all x 1'-2" wood blocks. W6 x 9 steel posts, 6'-0" in length, with 6" x 8" x 1'-2" notched wood blocKs or notched recycled plastic blocks may be used for 6" x 8" x 6'-0" wood line posts with 6" x 8 x 1'-2 wood blocks where applicable and when specified. 4. A 4'-0" minimum clearance is required between the face Of the railing and the face of a fixed object located directly behind standard guard railing section with post spacing of Construct guard railing as shown in the detail Strengthened Railing Sections for Fixed Objects" on this plan, where the clearance between the face of the railing and the face of a fixed object Is less than 4'-0", but not less than 2'-3". Where the clearance is less than 2'-3", a concrete wall or barrier should be constructed to shield the fixed object s) S. Direction of adjacent traffic indicated by y . 6. For End Anchor Assembly (Type SFT) details, see Standard Plan A77H1. 7. Type of crash cushion to be used will be shown on the Project Plans. 8. Type 15A layout Is typically Used on multilane freeways or expressways to shield fixed objects in the area between separated one-way roadbeds. 9. For typical flare offsets for 25'-0" length parabola with maximum offset of 1'-0", see Revised Standard Plan RSP A77E1. 10. The 15:1 or flatter flare is measured off of the edge of the traveled way. 11. W6 x 15 steel post, 8'-0" in length, with 8" x B" x 1'-2" notched wood block or notched rec1cled plastic blocks may be used in place of the 10" x 10" x 8'-0" wood post with 8' x 8" x 1'-2" wood block shown in the 'Strengthened Railing Sections Detail". Begin Begin 15:1 or Parabola flatter flare (See Note 10) (Type SFT), 1 6" x 8" x 1'-2" X see Note 6 wood block 10" x 10" x 8'-0" wood postwith Begin flare 8" x 8" x 1'-2" wood block (See Note 11) L 10" x 10" x 8'-0" wood post with 8" x B" x 1'-2" wood Base Line (Edge of paved shoulder or bl ook beyond fixed object offset line of edge of traveled way) (See Note A and Note 11) NOTE Ae For a series of fixed objects (bridge columns, overhead sign 2 W = Maximum ofY = Offset fro base line supports, etc.) additional 10" x 10" x 8'-D" wood post Y_ WX fset with 8" x 8" x 1'-2" wood blocks at 3'-1%2" center to L2 X = Distance along base line center spacing are to be used between fixed objects. L = Length of flare STRENGTHENED RAILING SECTIONS PARABOLIC FLARE OFFSETS FOR FIXED OBJECT Use strengthened railing sections with Type 15A layout where minimum clearance between the face of the guard railing and the fixed object(s) Is less than 4'-0", but not less than 2'-3". June 6. 2008 II To accampuiy pons dated Double MBGR See Note 7 25'-0" Min ETW ES c 0 31'-3" for v Type CAT o 0 10!1 or Flatter � End 15:1 or slope a flatter flare ES ETW Shape wood blocks to fit 6" x B" wood block II 6" x 8" wood post I I I I I I II 6" x 8" wood block DETAIL A Base Line %2L %2L STATE OF CALIFORNIA �J DEPARTMENT OF TRANSPORTATION -------- METAL w> METAL BEAM GUARD RAILING w>9 � Wi16 TYPICAL LAYOUTS FOR FIXED OBJECTS L�4 L�4 L14 ��4 BETWEEN SEPARATE ROADBEDS TYPICAL PARABOLIC LAYOUT (ONE—WAY TRAFFIC) NO SCALE RSP A77G2 DATED JUNE 6. 2008 SUPERSEDES STANDARD PLAN ATTGZ DATED MAY 1, 2006 - PAGE 60 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP A77G, BID NO. B-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 M M M v a v a v r a z a 4 V G) N --all— Direction of Travel ETW 4'-0" Min, see Note 4 ES Fixed Object 1'-0" end offset for parabola End Anchor Assembly (Type SFT), 6'- Fixed 6" x see Not.6 Min Object post =blocks See Detail A 1'-0" end offset for parabola ES 4'-0" Min, see Note 4 — ETW -0— Direction of Travel 25'-0" Parabola See No e 9 Begin Parabola Beginorlare f(See Note 10) TYPE 15A LAYOUT Fixed object See Note 9 Less than 4' -0" M n 3'-11/z bt not less 2'u-3'. See Note 4\� Its End Anchor 6" x 8" x 6'-0" Assembly wood post with (Type SFT), 1 6" x 8" x 1'-2" X see Note 6 wood block 10" x 10" x 8'-0" wood postwith Begin flare 8" x 8" x 1'-2" wood block (See Note 11) L 10" x 10" x 8'-0" wood post with 8" x B" x 1'-2" wood Base Line (Edge of paved shoulder or bl ook beyond fixed object offset line of edge of traveled way) (See Note A and Note 11) NOTE Ae For a series of fixed objects (bridge columns, overhead sign 2 W = Maximum ofY = Offset fro base line supports, etc.) additional 10" x 10" x 8'-D" wood post Y_ WX fset with 8" x 8" x 1'-2" wood blocks at 3'-1%2" center to L2 X = Distance along base line center spacing are to be used between fixed objects. L = Length of flare STRENGTHENED RAILING SECTIONS PARABOLIC FLARE OFFSETS FOR FIXED OBJECT Use strengthened railing sections with Type 15A layout where minimum clearance between the face of the guard railing and the fixed object(s) Is less than 4'-0", but not less than 2'-3". June 6. 2008 II To accampuiy pons dated Double MBGR See Note 7 25'-0" Min ETW ES c 0 31'-3" for v Type CAT o 0 10!1 or Flatter � End 15:1 or slope a flatter flare ES ETW Shape wood blocks to fit 6" x B" wood block II 6" x 8" wood post I I I I I I II 6" x 8" wood block DETAIL A Base Line %2L %2L STATE OF CALIFORNIA �J DEPARTMENT OF TRANSPORTATION -------- METAL w> METAL BEAM GUARD RAILING w>9 � Wi16 TYPICAL LAYOUTS FOR FIXED OBJECTS L�4 L�4 L14 ��4 BETWEEN SEPARATE ROADBEDS TYPICAL PARABOLIC LAYOUT (ONE—WAY TRAFFIC) NO SCALE RSP A77G2 DATED JUNE 6. 2008 SUPERSEDES STANDARD PLAN ATTGZ DATED MAY 1, 2006 - PAGE 60 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP A77G, BID NO. B-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 M M M v a v a v r a z a 4 V G) N End Anchor Assembly (Type SFT) See Note 6 Fixed object (Bridge columns, overhead sign supper+, etc) Min Shoulder See Note 11 Hinge Notes 7 Center of end 4'-0" Min o� v o �� TYPE 16A LAYOUT V V y See Note 4 (GUARD RAILING INSTALLATION AT ROADSIDE FIXED OBJECT OR OBJECTS End Anchor WITH AN IN-LINE END TREATMENT AT TRAFFIC APPROACH END OF RAILING) 1 ,_ Assembly Fixed object (Bridge columns, See Notes 12 and 13 (Type SFT) overhead sign support, etc) Hinge point Center of end post See Note 6 oc 6'-0" Min Shoulder Edge ofpaved shoulder or offset line of traveled way ETW See Note KI1 25'-0" Min Caltrans approved Flared Terminal System End Treatment 4'-0" Min, See,Note 4 See Note 8 face of end post /Hinge point 6:1 taper 3'-0" TYp HMA Dike 10:1 or of the paved shoulder or offset line of edge of the traveled way. flatter slope ES ETW Base Line (Edge of pavetl shoulder or ttonal HMA Oike T offset line of edge of traveled way) i-0" Min, See Note 13 Y = Offset from base line WX2 W = Maximum offset For details of the Buried Post End Anchor used with Type 16C Layout, Base Line 6:1 to to 3'-0' TYp_ I/zL %zL from ES �� W�16 J Wi. 4� 11. As site conditions dictate, construct additional guard railing to shield Wiq W/16 ie f Front face of fixed object(s). Acjditional guard railing length equal to multiples of 12'-6". Post spacing at 6 -3" except as specif red in Note 4. 4. A 4'-0" minimum clearance Is required between +he face of the railing and the end post L/4 L/4 L/4 L/4 June 6, 2008 APPROVAL DATE r sane ar smms1I �a �io�oq 1 "1 � " q"" To accompaV pons date0 10:1 or flatter TYPICAL PARABOLIC LAYOUT PARABOLIC FLARE OFFSETS slope �— TYPE 16B LAYOUT (GUARD RAILING INSTALLATION AT ROADSIDE FIXED OBJECT OR OBJECTS End Anchor Assembly (Type SFT) WITH A FLARED END TREATMENT AT TRAFFIC APPROACH END OF RAILING) See Notes 12 and 13 See Note 6 Fixed object (Bridge columns, Begin 15:1 or Platt r flare Buried Post oVerheod'Slgn support, etc) 3'-0" Min est s acin End Anchor, Hinge point 6 -3 See Note 10 6'-0" Min Shoulder 15:1 or flatter flare Bury end of (see No+e 9) rail in slope. See Note 11 25'-0" Parabola ETW See Note 14 �—I'-0" Max offset for 15:1 flare Edge of paved shoulder or TYPE 16C LAYOUT offset line of traveled way c m WITH AUARD BURIED[ END ANCHORNG LTREAiMENT AT TREATMENT TRAFFICED APPROACH T OR OBJECTS END OF RAILING) NOTES: See Notes 12 and 13 axed object Min 11/" Less than but not less s5 thth an 2'-3' , See Note 4 End Anchor 6" x 8" x 6'-0" wood post Assembly (Type SFT), with 6" x 8" x 1'-2' see Note 6 wood block 10" x 10" x B'-0" wood post with 8" x 8" x 1'-2" wood block (See Note 15) 10" x 10" x 8'-0" wood post with 8" x B" x 1'-2" wood block beyond fixed object (See Note A and Note 15) NOTE A: For a series of fixed objects (bridge columns, overhead sign supports, etc.) additional 10" x 10" x B'-0" wood post with 8" x 8' x 1'-2" wood blocks at 3'-11/Z' center to center spacing are to be used between fixed objects. STRENGTHENED RAILING SECTIONS 1. Line post, blocks and hardware +o be used are shown on Revised Standard Plans 9. The 15:1 or flatter flare used with Type 16C Layout is based on the edge FOR F I XED OBJ E C T A77A1, A77A2, A77B1, A77C1 and A77C2. X of the paved shoulder or offset line of edge of the traveled way. 2. Guard railing post spacing to be 6'-3" center to center, except as otherwise ---- Begin flare L The length of guard roiling within the 15:1 or flatter flare is based on Base Line (Edge of pavetl shoulder or offset line of edge of traveled way) 3. Except as noted, line posts are 6" x 8" x 6'-0" wood with Y = Offset from base line WX2 W = Maximum offset For details of the Buried Post End Anchor used with Type 16C Layout, Y-_ �y X = Distance along base line L = Length of flare see Standard Plan A77I2. 10:1 or flatter TYPICAL PARABOLIC LAYOUT PARABOLIC FLARE OFFSETS slope �— TYPE 16B LAYOUT (GUARD RAILING INSTALLATION AT ROADSIDE FIXED OBJECT OR OBJECTS End Anchor Assembly (Type SFT) WITH A FLARED END TREATMENT AT TRAFFIC APPROACH END OF RAILING) See Notes 12 and 13 See Note 6 Fixed object (Bridge columns, Begin 15:1 or Platt r flare Buried Post oVerheod'Slgn support, etc) 3'-0" Min est s acin End Anchor, Hinge point 6 -3 See Note 10 6'-0" Min Shoulder 15:1 or flatter flare Bury end of (see No+e 9) rail in slope. See Note 11 25'-0" Parabola ETW See Note 14 �—I'-0" Max offset for 15:1 flare Edge of paved shoulder or TYPE 16C LAYOUT offset line of traveled way c m WITH AUARD BURIED[ END ANCHORNG LTREAiMENT AT TREATMENT TRAFFICED APPROACH T OR OBJECTS END OF RAILING) NOTES: See Notes 12 and 13 axed object Min 11/" Less than but not less s5 thth an 2'-3' , See Note 4 End Anchor 6" x 8" x 6'-0" wood post Assembly (Type SFT), with 6" x 8" x 1'-2' see Note 6 wood block 10" x 10" x B'-0" wood post with 8" x 8" x 1'-2" wood block (See Note 15) 10" x 10" x 8'-0" wood post with 8" x B" x 1'-2" wood block beyond fixed object (See Note A and Note 15) NOTE A: For a series of fixed objects (bridge columns, overhead sign supports, etc.) additional 10" x 10" x B'-0" wood post with 8" x 8' x 1'-2" wood blocks at 3'-11/Z' center to center spacing are to be used between fixed objects. STRENGTHENED RAILING SECTIONS 1. Line post, blocks and hardware +o be used are shown on Revised Standard Plans 9. The 15:1 or flatter flare used with Type 16C Layout is based on the edge FOR F I XED OBJ E C T A77A1, A77A2, A77B1, A77C1 and A77C2. of the paved shoulder or offset line of edge of the traveled way. 2. Guard railing post spacing to be 6'-3" center to center, except as otherwise The length of guard roiling within the 15:1 or flatter flare is based on noted. site conditions and should be a length equal to multiples of 12'-6'. 3. Except as noted, line posts are 6" x 8" x 6'-0" wood with 10. For details of the Buried Post End Anchor used with Type 16C Layout, 6" x 8" x 1'-2' wood blocks. W6 x 9 steel posts, 6'-0" in length, see Standard Plan A77I2. with 6" x 8" x 1'-2" notched wood blacks or notched recycled plastic blocks used may be used for 6" x 8" x 6'-0" wood line posts with 6" x 8" x 1'-2' Wood blocks 11. As site conditions dictate, construct additional guard railing to shield where and when specified. fixed object(s). Acjditional guard railing length equal to multiples of 12'-6". Post spacing at 6 -3" except as specif red in Note 4. 4. A 4'-0" minimum clearance Is required between +he face of the railing and the face of a fixed object located directly behind standard guard railing sections 12. Layout Types 16A, 16B or 16C are typically used where guard railing is recommended to shield roadside fixed object(s) and a crashworthy end with post spacing of 6'-3". Construct guard railing as shown in the detail Strengthened 11,[Ing Sections for Fixed Objects" on this plan where the treatment is required for only one direction of traffic. Cieoronce between the face of the railing and the face of a 1`i xed object 's 13. Where dike is Revised Standard less than 4'-0", but not less than 2'-3". Where the clearance is less than 2'-3", a concrete wall or barrier should be constructed to shield the fixed object(s). placement of required with guard railing, see Plan RSP A77C4 for dike positioning details. 5. Direction of adjacent traffic indicated by —.a-. 14. For typical flare offsets for 25'-0" length parabola with 6. For End Anchor Assembly (Type SFT) details, see Standard Plan A77H1. maximum offset of l' -O', see Revised Standard Plan RSP A77E1. 7. In-line Terminal System End Treatments are used where site conditions 15. W6 x 15 steel post, 8'-0" in length, with B" x 8" x 1'-Z" notched wood will not accommodate a flared end treatment. block or notched recycled plastic blocks may be used in place of the 10" x 10" x 8'-0e" wood cosi; with�8y x 8" x 1'-2" wood block shown in the 8. The type of terminal system to be used will be shown on the Project Plans. r a z M U) a V V Use strengthened railing sections with Types 16A, 16Bor 16C Layouts where minimum clearance between the face of the guard w railing and fixed object(s) is less than 4'-0", but not less than 2'-3". See Note 4 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUARD RAILING TYPICAL LAYOUTS FOR ROADSIDE FIXED OBJECTS NO SCALE RSP A77G3 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN A77G3 DATED MAY 1, 2006 - PAGE 61 OF THE STANDARD PIANS BOOK DATED MAY 2006. REQ/ IIID NO. 8 -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 A i'1DLD PER f4DkJ.E➢■DU 11'RJ. 2 DATED JULY 30, 2012 0[ST L6UNTY ROUTE POST MILES SHEET TOTAL rorAL PRo,LEtr No. sHEErs 6'-3" Fixed object Less than 4'-0", 3._11/2 but not less than � f(.;,� �� ,a • 2'-3' , see Note 4 n� � ...... REGISTERED CIVIL ENGINEER �4; 6" x 8" x 6'-0" wood poet with �— 6" x 8" x 6'-0" wood post June 6, 2008 "�llaNell D. IMM 6" x 8" x 1'-2" wood block with 6" x 8" x 1'-2" PLANS APPRovAL DATE c5ozao 6a Via" e9 10" x 10" x 8'-0" wootl post with woad slack rro sane ar carrrorna or rr arra InK 8 x 8' x 1'-2" wood block beyond x to" x 8'-0" wood post with smn �r��mle ro�'rr�so nip fixed object. (See Note A and Note 11) B" x 8" x 1'-2" wood block (See Note 11 )e� NOTE A: For a series of fixed objects (bridge columns, overhead sign supports, etc.) To accompaiD'pons date0 additional 10" x 10" x 8'-0" wood post with 8" x 8" x 1'-2" wood blocks at 3'-11/p" center to center spacing are to be used between fixed objects ). STRENGTHENED RAILING SECTIONS FOR FIXED OBJECT Use strengthened railing sections with Layout Types 160 or 16E where minimum clearance between the guard railing and fixed objet+(s) is leas than 4 -0', but not less than 2'-3". See Note 4. Center of end post Center of end post 4'-0" Min, Fixed object (Bridge columns, P y see Note'4 overhead sign support, etc.) i Front face of Front face of end post 10'-0" 10'-0" end pas Hinge point_ Mtn Mtn pO - Hinge point Hinge Hinge M i r 6:1 taper point point 6:1 taper � r C HMA Dike HMA Dike 10:1 or o c Shoulder Shoulder ES flatter slope 10:1 or ES TI M v ETW ETW flatter slope Caltrans approved In-line Coltrane approved In-line Terminal SystemEnd Treatment See Terminal 5 stem End Treatment Sea Notes 6 and 7 Note 8 See Notes 6 and 7 Front face of Front face of end post tlditionol HMA Dike T HMA Dike Type C IN HNA Dike Type F HMA Dike Ty e C Additional HMA DiKe, Type end post a 6:1 Ta r 25-0 Mfn, see Note 10 See Note 10 ee a see Note 10 25'-0 Mtn, see Note 10 _� Typ 6:1 Taper to 3'-0" Typ from ES from ES TYPE 16D LAYOUT v r center of end post center of end post i (GUARD RAILING INSTALLATION AT ROADSIDE FIXED OBJECT OR OBJECTS a N 1M n M n WITH AN IN-LINE END TREATMENT AT EACH END OF RAILING) M n 1Min 4'-0" Min, See Note 9 10.1 or see Note 4 Fixed object (Bridge columns, 10:1 or overhead sign support, etc.) v _ flatter slope flatter slope o c c Hinge point Hinge point r on oa Q a Edge of paved shoulder or Shoulder Shoulder Edge of paved shoultler or offset line of traveled way offset line of traveled way Additional Caltrans approved Flared Terminal System End Treatment ETN' 25'-0" Min See 25'-D" Min ETW Coltrane approved Flared Terminal System End Treatment HNA Dike, Note 8 Additional 10 See Note 7 See Note 7 NN4 Dike, Type C HMA Dike Ty C HMA DiKe Ty F HMA Dike TypeC T C, 25'-0' M(n, See Note 10 See Note 10 See Note 10 25' in, a V see Note see e 10 TYPE 16E LAYOUT 10 v NOTES: G 4 1. Line post, blocks and hardware to be used are shown on Standard Plans (GUARD RAILING INSTALLATION AT ROADSIDE FIXED OBJECT OR OBJECTS WITH A FLARED END TREATMENT AT EACH ENO OF RAILING) A77A1, A77A2, A77B1, A77C1 and A7TC2. See Note 9 11. W6 x 15 steel post, 8'-0" in length, with 8" x 8" x 1'-2" notched 2. Guard r ail to 6'-3" center to center, except block or notched recycled plastic block may be used in 9 Post spacing to be Pt as 6. [n -line Terminal System End Treatments are used where site conditions place of the 10" z 10" x 8'-0" wood post with 8" x 8" x 1'-2' otherwise noted. will not accommodate a flared end treatment. wood block shown in the "Strengthened Railing Sections Detail." 3. Except as noted, line posts are 6", x,,8" x 6'-0" wood with 6" x 8" x 1'-2" 7. The type of terminal system to be used will be shown on the Project Plans. STATE OF CALIFORNIA Wood blocks. W6 X 9 steel pasts, 6-0in length, with 6" x 8" X 1'-2" notched wood blocks or notched recycled plastic blocks may be used for DEPARTMENT OF TRANSPORTATION 8• AB site conditions atctate, construct atlditional gUOrtl railing to shield fixed 6" x 8" x 6'-O' wood line osis with 6" x 8" x 1 -2" wood blocks where applicable AA D obJect(s ). Additional guard railing len4th equal to multiples of 12'-6'. Poet � � T � L BEAM GUARD R N I L I N G and when specified. spacing of 6'-3", except as specified in Note 4. TYPICAL FOR LAYOUTS 4 A 4'-0" minimum clearance is required between the face of the railing and the 9. Layout Types 16D through 16L, shown on the A77G Series of Revised standartl fixed AApp 11� face of a xed object located directly behind standard guard railing sections wi+h Plans, are typically used where guard railing is recommended to shield roadside R O p ® $ I ® 1= F I XE ® O BJECTC C S in Post apacin9 at s'-3". construct guard railing as shown the detail fixed object(s) and a crashworthy end treatment is required for both Strengthened Ra(Ing Sections for Fixed Objects" on this plan, where the clearance directions of traffic. NO SCALE between the face of the railing and the face of a fixed object is less than 4'-0", RSP A77G4 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN ATT G4 but not less than 2'-3". Where the clearance is less than 2 -3", a concrete wall or 10. Where placement of dike is required with guard railing, see Revised barrier should be constructed to shield the fixed object(s). Standard Plan RSP A77G4 for dike positioning details. DATED MAY I, 2006 - PAGE 62 OF THE STANDARD PLANS BOOK DATED MAY 2006. 5. Direction of adjacent traffic indicated by ...a- . FRE\(I $ I: I) S T A► N I) A R I) PLAN R a P A 7 7 i'1DLD PER f4DkJ.E➢■DU 11'RJ. 2 DATED JULY 30, 2012 G 4 X ------- -Begin flare L 5ase Line (Edge of paved shoulder or i offset line of edge of traveled way) Y = Offset from base Ilne WX2 W = Maximum offset r= Lp X = Distance along base line L = Length of flare PARABOLIC FLARE OFFSETS Less than 4'-0", but not Fixed object less than 2'-3", See Note 4 3,_II/ Base Line. /2L Y21— 6" x 8"" x 6'"-0" wood poet -3 1.1.x-.I.L.I..�. .{..h 6'-3'� with 6 x 8 x 1'-2" wood block -19 W/16 — — — — — — x B" x 6'-0" wood poet i� with 6" x 8" x 1'-2" wood block 10" x 10" x 8'-0" wood post with 4 �W/16 8" x 8" x " wood block beyond fixed object. (See Note A and Note 13) 10 x 10" x B' -O" wood post with �� 8" x V. x 1'-2" wood block (See Note 131 L/4 L/4 L/4 L/4 NOTE A: For a series at fixed objects (bridge columns, overhead sign supports, etc.) additional 10" x 10" x 6'-0" wood post with 8" x 8" x 1'-2" wood blocks at TYPICAL PARABOLIC LAYOUT 3'-11/2' center to center spacing are to be used between fixed object(e). Buried Post End Anchor, see Note 8 Begin 15:1 or flatter fl Hinge point 15:1 or flatter I I Bury end flare, see Note 7 of rail in slope. 1'-0" Max offset for 15:1 t Edge of Paved shoulder or offset line of traveled way. Buried Post W End Anchor, see Note 8 Begin 15:1 or flatter f Bury end f 15:1 or flatter flare, rail in slope see Note 7 Edge of paved shoulder or/11-0 Max offset for 15:1 flare offset Ilne of traveled way STRENGTHENED RAILING SECTIONS FOR FIXED OBJECT Use strengthened railing sections with Layout Types 16F or 16G where minimum clearance between the face of the guard railing and fixed object(s) is less than 4'-0", but not less than 2'-3". See Note 4. Shou ETW ETW L 4'-0" Min, See Note 4 TYPE 16F LAYOUT June 6, 2008 w X50200 aIFM! oA'e a a n srm" or coivomo or arr yrs a '¢v!-" >• a�}s sMll mf � resµnslble for Ne o rag 4 er: 7o accomGm6' gone aafi0 Offset line of traveled way Buried Post End Anchor, 0 see Note 8, wn (Bridge columns, Begin 15:1 or flatter flare support, etc) of c 3` past spacing �'_ e ccIa -.� \15:1 or flatter flare, see Note 6 ETW 1'-0" Max offset for 15:1 flare Edge of paved shoulder r offset line of traveledoway (GUARD RAILING INSTALLATION AT ROADSIDE FIXED OBJECT OR OBJECTS WITH A BURIED END ANCHOR TREATMENT AT EACH END OF RAILING) See Notes 10 and 11 Fixed object (Bridge columns, erhead sign support, etc) cc 4'-0" Mtn, Hinge point see Note 4� ov b�c Shoulder t— TYPE 16G LAYOUT -dog— (GUARD RAILING INSTALLATION AT ROADSIDE FIXED OBJECT OR OBJECTS NOTES: WITH A FLARED END TREATMENT AND A BURIED END ANCHOR TREATMENT AT THE ENDS OF RAILING) See Notes 10 and 11 i. Line post, blocks and hardware to be used are shown on Standard Plans A77A1, A77A2, A7781, A77C1 and A77C2. 2. Guard railing post spacing to be 6'-3" center +o center, except as otherwise noted. 3. Except as noted, line posts are 6" x 8" x 6'-0" wood with 6" x 8" x 1'-2" wood blocks. W6 x 9 steel posts, 6'-0" in length, With 8" X 8" X 1'-2" notched wood blocks or notched recycled plastic blocks may be used for 6" x 8" x 6'-0" wood posts with 6" x 8" x 1'-2" wood blocks where applicable and when specified. 4 A 4'-0" minimum clearance is required between the face of the rail Ing and the face of a fixed object located directly behind standara guars railing sections with post spacing at 6'-3". Construct guard railing as shown in the detail Strengthened Railing Sections for Fixed Objects" on this plan,where the cleorance between the face of the railing and the face of a fixed object is less than 4'-0', but not less than 2'-3'. Where the clearance is less than 2'-3 a concrete wall or barrier should be constructed to shield the fixed object s) S. Direction of adjacent traffic indicated by ETW 6. The type of terminal system to be used will be shown on the Project Plans. 7. The 15:1 or flatter flare for the buried post anchor is based on the edge of the paved shoulder or offset line of edge of the traveled way. The length of guard railing within the 15:1 or flatter flare is based on site conditions and should be a length equal to multiples of 12'-6". 8. For details of the Buried Post End Anchor details, see Standard Plan AT7I2. 9. As site conditions dictate, construct additional guard railing to shield fixed object(s). Additional guard railing length equal to multiples of 12'-6". Post spacing at 6'-3", except as specified in Note 4. 10. Layout Types 16D through 16L, shown on the A77G Series of Revised Standard Plans, are typically used on highways where guard railing is recommended to shield roadside fixed object(s) and a crashworthy end treatment is required for both directions of traffic. 11. Where placement of dike is required with guard railing, see Revised Standard Plan RSP A77C4 for dike positioning details. M M C M a Bury end of I, in slope. 6:1 Tapper to 3'-0" Typ from ES a Front face of z Center end post of end post 0 0' i-" a Min Mn 10:1 or flatter slope, r a Edge of paved shoulder orz Offset line of traveled way edTerm tool System End Treatment. Additional HMA Dike, '10 see Note 6 A Dike T e C Type C See Note 11 25'-0" Min, a See Note11 V V 12. For typical flare offsets for 25'-0" length parabola with maximum u� offset of 1'-0", see Revised Standard Plan RSP A77E1. 13. W6 x 15 steel post, B' -o" in length, with 8" x 8" x 1'-2" notched wood block or notched recycled plastic blocks may be used in place of the 10" x 10" x 8'-0" wood post with 8" x 8" x 1'-2" wood block shown in the "Strengthened Railing Sections Detail". STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUARD RAILING TYPICAL LAYOUTS FOR ROADSIDE FIXED OBJECTS NO SCALE RSP ATTG5 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN A77G5 DATED MAY 1, 2006 - PAGE 63 OF THE STANDARD PLANS BOOK DATED MAY 2006. =VISED STANDARD PLAN RSP A77G, BID NO. B-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 6'-3Fixed object Less than 4'-0", 3'_711/E but not less than V-3", see Note 4 , I , 6'-3- 6" x 8" x 6'-0" wood post with �� 6" x 8" x 6'-0" wood post 6" x 8" x 1'-2" wood block with 6" x 8" x 1'-2" 10" x 10" x 8'-0" wood post with woad block 8" x 8" x I'-2" wood DIocK beyond 10" x 10" x 8'-0" wood post with fixed object. ISee Note A and Note 11) 8" x 8" x 1'-2" wood block (See Note 10 Note A. For a series of fixed objects (bridge columns, overhead sign supports, etc.) call 10" x 10" x 8'-0" wood post with 8" x 8" x 1'-2" wood blocks at 3'-11/2" center to center spacing are to be used between fixed object(s). STRENGTHENED RAILING SECTIONS FOR FIXED OBJECT Use strengthened railing sections with Layout Type 16H where m nimum clearance between the face of the guard railing and fixed object(s) is less than 4'-0", but not less than 2'-3". See Note 4. NOTES: 1. Line post, blocks and hardware to be used are shown on Standard Plans A77A1, A77A2, A77B1, A77C1 and A77C2. 2. Guard railing post spacing to be 6'-3" center to center, except as otherwise noted. 3. Except as noted, I line posts are 6" x 8" x 6'-0" wood with 6" x 8" x 1'-2" wood blocks. W6 x 9 steel posts, 6'-0" in length, with 6" x 8" x 1'-2" notched wood blocks or notched recycled plastic blocks may be used for 6" x 8" x 6'-0" wood posts with 6" x 8" x 1 -2" wood blocks where applicable and when specified. 4 A 4'-0" minimum clearance is required between the face of the railing and the face of a fixed object located directly behind standard guard railing sections with post spacing at 6'-3". Construct guard railing as shown in the detail Strengthened Railing Sections for Fixed Objects" on this plan, where the clearance between the face of the railing and the face of a fixed object is Ise than 4'-0", but not less than 2'-3". Where the clearance is less than 2'-3 a concrete wall or barrier should be constructed to shield the fixed object(s). 5. Direction of adjacent traffic indicated by --)♦ . 6. In-line Terminal System End Treatments are used where site conditions will not accommodate a flared and treatment. T. The type of terminal system to be used will be shown on the Project Plans. 6. As site conditions dictate, construct additional guard railing to shield fixed object(s). Additional guard railing length equal to multiples of 12'-6". Post spacing at 6'-3', except as specified in Note 4. 9. Layout Types 16D through 16L, shown on the A77G Series of Revised Standard PLans, typically used where guard railing is recommended to shield roadside fixed object(s) and a crashworthy end treatment is required for both directions of traffic. 10. Where placement of dike is required with guard rolling, see Revised Standard Plan RSP A77C4 for dike positioning details. 11. W6 x 15 steel post, 8'-0" in length, with 8" x 8" x 1'-2" notched wood block or notched recycled plastic blocks may be used in place of the 10" x 10" x 8'-0" wood post with 8" x B" x 1'-2" wood block shown in the Strengthened Railing Sections Detail'. June 6, 2008 t:5D200 ., sfine ar cmv"mo o. arr �s �. wa a'ifs sMll mf � resgmrlble for ile occuraq �,. �> To accompany pons dated Front face of Im end post C 6:1 Taper to 3'-0" Typ from ES \ Chm Center of end post 1 v Edge of paved shoulder or offset line of traveled way see see 10:1 or flatter slope z on v v atment Additional HNA Dike, r T pe C, 25'-0' Min a see Note z 1n a V V STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUARD RAILING TYPICAL LAYOUTS FOR ROADSIDE FIXED OBJECTS NO SCALE RSP A77G6 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN ATTG6 DATED MAY 1, 2006 - PAGE 64 OF THE STANDARD PLANS BOOK DATED MAY 2006 WISED STANDARD PLAN RSP A77Gf BID NO. B-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 C Center of c m end post \ o Fixed object (Bridge columns, Front face of O._O1', - , c overhead sign support, etc.) o c Hinge poi n+ _ end post Mtn oT 6:1 taper M� Hinge point int cm Hinge point ins tT HMA Dike ES 1 Oil f al or tter slope M`z Shoulder Shoulder ETW Caltrans approved In-line3 Terminal System End Treatment 25'-0" MI See 25'-0" Min ETW See Notes 6 and 7 No+e 8 dditional HMA Dike, Type HMA Dike Type C HMA Dlke Ty e F 25'-0" Min, see Note 10 See Note 10 see Note 10 TYPE 16H LAYOUT (GUARD RAILING INSTALLATION AT ROADSIDE FIXED OBJECT OR OBJECTS WITH A FLARED END TREATMENT AND AN IN-LINE TREATMENT AT THE ENDS OF RAILING) See Note 9 NOTES: 1. Line post, blocks and hardware to be used are shown on Standard Plans A77A1, A77A2, A77B1, A77C1 and A77C2. 2. Guard railing post spacing to be 6'-3" center to center, except as otherwise noted. 3. Except as noted, I line posts are 6" x 8" x 6'-0" wood with 6" x 8" x 1'-2" wood blocks. W6 x 9 steel posts, 6'-0" in length, with 6" x 8" x 1'-2" notched wood blocks or notched recycled plastic blocks may be used for 6" x 8" x 6'-0" wood posts with 6" x 8" x 1 -2" wood blocks where applicable and when specified. 4 A 4'-0" minimum clearance is required between the face of the railing and the face of a fixed object located directly behind standard guard railing sections with post spacing at 6'-3". Construct guard railing as shown in the detail Strengthened Railing Sections for Fixed Objects" on this plan, where the clearance between the face of the railing and the face of a fixed object is Ise than 4'-0", but not less than 2'-3". Where the clearance is less than 2'-3 a concrete wall or barrier should be constructed to shield the fixed object(s). 5. Direction of adjacent traffic indicated by --)♦ . 6. In-line Terminal System End Treatments are used where site conditions will not accommodate a flared and treatment. T. The type of terminal system to be used will be shown on the Project Plans. 6. As site conditions dictate, construct additional guard railing to shield fixed object(s). Additional guard railing length equal to multiples of 12'-6". Post spacing at 6'-3', except as specified in Note 4. 9. Layout Types 16D through 16L, shown on the A77G Series of Revised Standard PLans, typically used where guard railing is recommended to shield roadside fixed object(s) and a crashworthy end treatment is required for both directions of traffic. 10. Where placement of dike is required with guard rolling, see Revised Standard Plan RSP A77C4 for dike positioning details. 11. W6 x 15 steel post, 8'-0" in length, with 8" x 8" x 1'-2" notched wood block or notched recycled plastic blocks may be used in place of the 10" x 10" x 8'-0" wood post with 8" x B" x 1'-2" wood block shown in the Strengthened Railing Sections Detail'. June 6, 2008 t:5D200 ., sfine ar cmv"mo o. arr �s �. wa a'ifs sMll mf � resgmrlble for ile occuraq �,. �> To accompany pons dated Front face of Im end post C 6:1 Taper to 3'-0" Typ from ES \ Chm Center of end post 1 v Edge of paved shoulder or offset line of traveled way see see 10:1 or flatter slope z on v v atment Additional HNA Dike, r T pe C, 25'-0' Min a see Note z 1n a V V STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUARD RAILING TYPICAL LAYOUTS FOR ROADSIDE FIXED OBJECTS NO SCALE RSP A77G6 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN ATTG6 DATED MAY 1, 2006 - PAGE 64 OF THE STANDARD PLANS BOOK DATED MAY 2006 WISED STANDARD PLAN RSP A77Gf BID NO. B-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 C 6'-3" Fixed object Less than 4'-0", 3•_ll/^ but not less than �.,_� 6,-3„ X 2'-3", see Note 4 6' x 8" x 6'-0" wood post with Begin flare L } 6" x 8" x 1'-2" wood block �� 6" x 8" x 6'- 0" wood post with 6" x 8' x 1'-2' to" x 10" x 8'-0" wood post with wood block Base Line (Edge of paved shoulder or 8" x 8" x 1'-2" wood block beyond 10" x 10" x 8'-0' wood post with offset line of edge of traveled way) fixed object. (See Note A and Note 14) B" x B" x 1'-2" wood block (See Note 14) Y = Offset from base Iine Note A. For a series of fixed objects (bridge Columns, overhead sign supports, etc.) WX2 W = Moximum ff.; additional 10" x 10" x 8'-0" wood post with 8" x 8" x 1'-2' wood blocks of Y= 2 X = Distance along base Iine 3'-11/2" center to center spacing are to be used between fixed Object($). L L = Length of flare STRENGTHENED RAILING SECTIONS PARABOLIC FLARE OFFSETS TY FOR FIXED OBJECT Use strengthened railing sections with Layout Types 161 or 16J Layouts where minimum clearance between c the face of the guard rail Ing and fixed ObjeCt(a) is less than 4'-0", but not less than 2'-3". See Note 4. c o Fixed object (Bridge columns, Burietl Post Begin 15:1 or flatter flare, z overhead sign support, etc.) End Anchor, see Note 12. Front face of end post 6:1 Taper to 3'-0" Typ from ES Center of end post � I. 10' Min MIn "otter slope Hinge point -O" Maxflatter or 1 i (see Note 111 1'-0" aoffset for 15:1 flare� See Edge of paved shoulder or offset Iine of traveled way Base Line i/2L/2.}� 1/2Lw _ - Wiq W/16 3ICAL PARABOLIC LAYOU Center of end Hinge paint Caltrans approved [n -line HMA Dike. TYDe C TYPE 16I LAYOUT �- (GUARD RAILING INSTALLATION AT ROADSIDE FIXED OBJECT OR OBJECTS WITH AN IN-LINE END TREATMENT AND A BURIED END ANCHOR TREATMENT AT THE ENDS OF RAILING) See Note 9 Center of end post Fixed ob eig (Bridge columns, 4'-0" Min, see Note 4 overheadj sign support, etc) oc - -'„� Hinge point 1 air -Hinge point Edge of paved shoulder or j Shoulder offs;+ line of traveled way see Note 7 15'-O'Min, See Note 10 see Note to See Note 10 1 TYPE 16J LAYOUT Shoulder OR NOTES: WITH AN IN-LINE EDARDL ING TREATMENT LANDOA FLARED DENDE TREATMENFIXEDBTJ AT HE EBNDSC OF RAILING) 1. Line post, blocks and hardware to be used are shown on Standard Plans See Note 9 A77A1, A77A2, A77B1, A77C1 and A7TC2. 2. Guard railing post spacing to be 6'-3" center to center, except as otherwise noted. 3. Except as noted, Iine posts are 6" x 8" x 6'-0" wood with 6" x 8" x 1'-2" wood blocks. W6 x 9 steel posts, 6'-0" in length, with 6" x 8 x 1'-2" notched wood blocks or notched recycled plastic blocks may be used for 6" x 8" x 6'-0" wood posts with 6" x 8 x 1'-2" wood blocks where applicable and when specified. 4 A 4'-0" minimum clearance is required between the face of the railing and the face of a fixed object located directly behind standard guard railing sections With post spacing at 6'-3'. Construct guard railing as shown in the detail Strengthened Railing Sections for Fixed Objects" on this plan, where the clearance between the face of the railing and the face of a fixed ob ect is less than 4'-0', but not less than 2'-3". Where the clearance is less hen 2'-3" a concrete wall or barrier should be constructed to shield the fixed object(s). 5.Direction of adjacent traffic indicated by --► 6. In-line Terminal System End Treatments are used where site conditions will not accommodate a flared end treatment. 7. The type of terminal system to be used will be shown on the Project Plans. 8- As site conditions dictate, construct additional guard railing to shield fixed object($). Additional guard railing length equal to multiples of 12'-6". Post spacing at 6'-3", except as specified in Note 4. 9. Layout Types 16D throughi6L, shown on the A77G Series of Revised Standard Plans, are typically used where guard railing is recommended to shield roadside fixed object(s) and a crashworthy end treatment is required for both directions of traffic. 10- Where placement of dike is required with guard railing, see Revised Standard Plan RSP A77C4 for dike positioning details. 11. The 15:1 or flatter flare for the buried post anchor is based on the edge of the paved shoulder or offset line of edge of the traveled way. The length of guard railing within the 15:1 or flatter flare is based on site conditions and should be a length equal to multiples Of 12'-6". June 6, PPF ! 2008 OSD200 IA'E a a cmv"mo a'ifs sMll mf � resgmrlble for ile occuraq �,. �> To accompany pons daW Front face of end post Hinge 6� �~ point m C ��HMA Dike � ES iii 10:1 or flatter v slope HMA Dike Type C n, see Note 10 z v Feront face of Hinge poat point 6:1 taper r HMA Dike a z -10:1 or ES flatter slope HMA Dike. Tvoe C !— See Note 10 _ 25'-0" Min, see Note 10 -1 a V V 12. For details of Buried Post End Anchor details, see Standard Plan A77I2. G) 13. For typical flare offsets for 25'-0" length parabola with V maximum offset of 1'-0", see Revised Standard RSP Plan A77E1. 14. W6 x 15 steel post, 8'-0" in length, with 8" x 8" x 1'-2" notched wood block or notched recycled plastic blocks may be used in place of the 10" x 10" x B' -O" wood post with 8" x 8" x 1'-2' wood block shown in the Strengthened Railing Sections Detail'. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUARD RAILING TYPICAL LAYOUTS FOR ROADSIDE FIXED OBJECTS NO SCALE RSP A77G7 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN A77G? DATED MAY 1, 2006 - PAGE 65 OF THE STANDARD PLANS BOOK DATED MAY 2006. BID NO. SB -0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 6'-3" axed object Less than 4'-0", �3Z141_1' ' \ X but not less than //�\/,�\ 6'-3" 2'-3", see Note 4-Ly.la.lF'Z41_ ., ------------- Begin flare L 6" x 8" x 6'-0" wood post with �� 6" x 8" x 6'-0" wood post 6" x 8" x 1'-2'' wood block with 6" x 8" x 1'-2" wood block Base Line (Edge of paved shoulder or 12.1x 10" x S'-0' wood post with offset line of edge of traveled way) 8 x B" x 1'-2" wood block beyond 10" x 10" x 8'-0" wood pos+ With Y = Offset from base line fixed object. (See Note A and Note 14) 8" x 8" x 1'-2" wood block (See Note t41 Note A. For a series of fixed objects (bridge columns, overhead sign supports, etc.) Y= WX2 W = Maximum offset additional 10" x 10" x 8'-0' wood post with 8" x 8" x 1'-2" wood blocks Lz X = Distance along base line at 3'-11/2" center to center spacing are to bemused between fixed object(s). L = Length of flare STRENGTHENED RAILING SECTIONS PARABOLIC FLARE OFFSETS FOR FIXED OBJECT Use strengthened railing sections with Layout Types 16K or 16L Layouts where minimum clearonce between the face of the guard railing and fixed object(sl is less than 4'-0', but not less than 2'-3". See Note 4. Hinge point enter of end post Front face of 10'-0" or 6.1 tapps\t� 1Mm Hinge point HMA Dike ES LAaditional slope Front face of HMA DIK end post Min, See P Taper to 3'-0" Typ from ES 6T Center of end post 0 ('*,,' 0_0.0'-O"MnMn0.1 or Edge of paved shoulder or offset line of traveled way Additional Coltrane approved Flared Terminal System End Treatment HMA Dike, See Note T Type C, HMA Dikeq Type C Base Line - 1/2 L ine/2L /2L \W/tg !�s L/4L/4 - TYPICAL PARABOLIC LAYOUT Fixed object (Bridge columns, 4de Mtn, overhead sign support, etc.) e 4 oc M= Shoulder See 25'-0" Parabola Nc e 8 See Note 13 t,HMA Dike, Type F F ETW See Note 10 TYPE 16K LAYOUT June 6, 2008 CSo200 APPROVAL DATE a = ., sfine "r cmm"mo o. "rr �s "f Wa a a'ifs sMll mf � resgmrlble for ile occuraq �,. To accompany pons aaWeO Buried Post End Anchor, see Note 12 Begin 15:1 or flatter flare 6'-3" bet s -cin 15:1 or flatter flare Bury end (see Note 11) of rail In slope ETW Edge of paved 1'-D" Max offset for 15:1 flare shoulder or offset line of traveled way (GUARD RAILING INSTALLATION AT ROADSIDE FIXED OBJECT OR OBJECTS Buried Post End WITH A BURIED END ANCHOR TREATMENT AND AN IN-LINE END TREATMENT AT THE ENDS OF RAILING) Anchor, see Note 12 See Note 9 13. For typical flare offsets for 25'-0" length parabola with 1. Line postblocks and hardware to be used are shown on WITH A BURIED END ANCHOR TREATMENT AND A FLARED END TREATMENT AT THE ENDS OF RAILING) 4'-0" Min, see Note 4 Standard Flans A77A1, A77A2, A77B1, A77C1 and A77C2. Fixed obiect (Bridge columps, Begin 15:1 or flatter flora 6. In-line Terminal System End Treatments are used where site conditions block or notched recycled plus+ic blocks may be used in place of the 10" x 10" x 8'-0" wood post with B' x 8" x 1'-2" wood black shown in the • except as otherwise noted. overhead sign support, etcl et sGain 7. The type of terminal system to be used will be shown on the Project Plans. Hinge point 3. Except oc noted, line posts are 6' x 8I x 6'-0" wood with 8" x 8" x 1'-2" wood blocks. W6 % 9 Steel posts, 6'-0" in length, with 6" X 8" X 1'-2" oc STATE OF CALIFORNIA TRANSPORTATION DEPARTMENT OF TRANSPORTATION notched wood blocks or notched recycled plastic blocks may be used for 6" x 8" x 6'-0' wood posts with 6" x B x 1'-2' wood blocks where Additional guard railing length equal to multiples of 12'-6". faxed spacing Post spacing at 6'-3", except as specified in Note 4. METAL BEAM G U A R D RAILING GUARD applicable and when specified. Shoulder TYPICAL L A Y O U T B F O R 4 A 4'-0" minimum clearance is required between the face of the railing and the Shoulder ROADSIDE FIXED OBJECTS face of a fixed object located directly behind standard guard railing sections with post spacing at 6'-3". Construct guard railing as shown in the detail Strengthened Railing Sections for Fixed Objects"on this plan, where the ETW---'15:1 NO SCALE clearance between the face of the railing and the face of a fixed obi ect is less than 4'-0', but not less than 2'-3'. Where the clearance is less +hen 2'-3", Standard Plan RSP A77C4 for dike positioning details. 11.The 15:1 or flatter flare for the buried post anchor bases on the RSP A77G8 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN A77G8 25'-0" t edge of the paved shoulder or offset line of edge of the traveled way. DATED MAY 1, 2006 - PAGE 66 OF THE STANDARD PLANS BOOK DATED MAY 2006. The length of guard railing within the 15:1 or flatter flare Is based or flatter flare oofrrd aeI on site conditions and should be a length equal to multiples of 12' R 8 N 8 R 6 PLAN R S P 8 9 G F (see Note it) in slope Min See 25'-0" Parabola Edge of paved Note 8 See Note 13 ETW shoulder or offset HMA Dike. Tvoe F n ETW 1'-0" Max offset for 15:1 flare line of traveled way 25'-0" Min, See Note 10 See Note 10 See Note `- TYPE 16L LAYOUT NOTES: 12. For details of Buried Post End Anchor details, see Standard Plan A77I2. (GUARD RAILING INSTALLATION AT ROADSIDE FIXED OBJECT OR OBJECTS 13. For typical flare offsets for 25'-0" length parabola with 1. Line postblocks and hardware to be used are shown on WITH A BURIED END ANCHOR TREATMENT AND A FLARED END TREATMENT AT THE ENDS OF RAILING) maximum offset of 1'-0", see Revised Standard RSP Plan A77E1. Standard Flans A77A1, A77A2, A77B1, A77C1 and A77C2. See Note 9 14. W6 x 15 steel post, 8'-0" in length, with 8" x 8" x 1'-2" notched woos 2. Guard railing st spacing to be 6'-3" center to center, g pD P g 6. In-line Terminal System End Treatments are used where site conditions block or notched recycled plus+ic blocks may be used in place of the 10" x 10" x 8'-0" wood post with B' x 8" x 1'-2" wood black shown in the • except as otherwise noted. will not accommodate a flared end treatment. Strengthened Railing Sections Detail". 7. The type of terminal system to be used will be shown on the Project Plans. 3. Except oc noted, line posts are 6' x 8I x 6'-0" wood with 8" x 8" x 1'-2" wood blocks. W6 % 9 Steel posts, 6'-0" in length, with 6" X 8" X 1'-2" 8. As site conditions dictate, construct additional guard railing to shield STATE OF CALIFORNIA TRANSPORTATION DEPARTMENT OF TRANSPORTATION notched wood blocks or notched recycled plastic blocks may be used for 6" x 8" x 6'-0' wood posts with 6" x B x 1'-2' wood blocks where Additional guard railing length equal to multiples of 12'-6". faxed spacing Post spacing at 6'-3", except as specified in Note 4. METAL BEAM G U A R D RAILING GUARD applicable and when specified. 9. Layout Types 160 through 16L, shown on the A77G Series of Revised Standard TYPICAL L A Y O U T B F O R 4 A 4'-0" minimum clearance is required between the face of the railing and the Plans are typically used where guard railing is recommended to shield roadside fixed object(s) and a crashworthy q end treatment is required for ROADSIDE FIXED OBJECTS face of a fixed object located directly behind standard guard railing sections with post spacing at 6'-3". Construct guard railing as shown in the detail Strengthened Railing Sections for Fixed Objects"on this plan, where the both directions of traffic. 10. Where placement of dike is required with guard railing, see Revised NO SCALE clearance between the face of the railing and the face of a fixed obi ect is less than 4'-0', but not less than 2'-3'. Where the clearance is less +hen 2'-3", Standard Plan RSP A77C4 for dike positioning details. 11.The 15:1 or flatter flare for the buried post anchor bases on the RSP A77G8 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN A77G8 a concrete wall or barrier should be constructed to shield the fixed object(s). t edge of the paved shoulder or offset line of edge of the traveled way. DATED MAY 1, 2006 - PAGE 66 OF THE STANDARD PLANS BOOK DATED MAY 2006. The length of guard railing within the 15:1 or flatter flare Is based 5. Direction of ad'acent traffic indicated b 1 y on site conditions and should be a length equal to multiples of 12' R 8 N 8 R 6 PLAN R S P 8 9 G F BID NO, Sli-01-DE-13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 M M M v a z v a M v r a Z M U) a V V G) co 71/a' x 51/4'' x 3'-6%" wood post It 8" x B" x W,�Line post tI/e 0Hole ^Soil plate (wood post shown) I I Cable connection 3/," 0 Anchor cable End Plate S= DETAIL A see Detail A CABLE CONNECTION ------- - END PLATE t— PLAN Top of �� wood post F 6'-3° eeement GR 7 7'/o' x 51/�' x 3'-65/a" Wood post TO of roll - %" 0 Button head bolt with hexnut and washer on threaded end._---- washer on rail face for bolt i -----=4L I I boltedd connection to post. � � I J *- - -�t-30L0 I o I /q' t %le' Hole in wood poet for %" 0 Hex 3, 51/e'' Anchor C 6 Pavement N m - head bolt attachment �+ or ground w (See Note 2) line iu O - - __ _ _ Y4" 0 Anchor cable (See Note 2) Pavement or ----- Ground Iine 2" 0 Std Galpipe in 4 7 !2Soil plate 1/4" thick steel '� i, 2; 0 hole v wood post � � ---{---�-- —,.plate, 18" x 24" r , , 4y 5/s" 0 x 9%2" Hex head I m 4 i - I i� bolt with hex nut and washer ---- I = _ --'_J s/s" 0 Hex head Dolts c I Attach steel soil plateSoilplate to steel foundation tube I I I I with %" 0 x 7/z' hex --—T---T---J head bolts with hex nuts V, 0 holes in plate and in two sides of the tube Steel foundation tube V to accommodate hex bolt). �r (See Note 3). ~�4'-6" Steel foundation I I ------ tube TS 8 x 6 x 3/6 See Note 3 SECTION A -A ELEVATION END ANCHOR ASSEMBLY (TYPE SFT) See Note 1 REGISTERED CIVIL ENGINEER 2011 ,.v 'I/o/nla o _T= k�r%s �Ible�%es e6 fMs plan To aommpafy plans daW STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL RAILING END ANCHOR ASSEMBLY (TYPE SFT) NO SCALE RSP A77H1 DATED MAY 20, 2011 SUPERSEDES STANDARD PLAN A77H1 DATED MAY 1, 2006 - PAGE 67 OF THE STANDARD PLANS BOOK DATED MAY 2006. BID NO. SB -0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2 012 ;V O O rn M NOTES: < 1. See the A77E, A77F and A770 series of Standard Plans for typical use 7A of End Anchor Assembly (Type SFT). m 2. For details of the anchor plate and Y/4" cable, see Standard v Plan A771-13. 3, A 6'-0" length steel foundation tube, TS 8 x 6 x 3&, without a soil plate, may be furnished and installed in place of the 4'-6" length steel foundation tube and soil plate shown. Minimum embedment of +he 6'-O" length tube shall be 5'-9'. A % 0 hex head bolt a and nut shall be installed in the hole in the 6'-0" length tube to Keep the wood post from dropping into the tube. Z 4. Direction of traffic indicated by 5. Install line post, steel foundation tube and soil plate in soil. v r a Z M a V V J STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL RAILING END ANCHOR ASSEMBLY (TYPE SFT) NO SCALE RSP A77H1 DATED MAY 20, 2011 SUPERSEDES STANDARD PLAN A77H1 DATED MAY 1, 2006 - PAGE 67 OF THE STANDARD PLANS BOOK DATED MAY 2006. BID NO. SB -0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2 012 IIID NO. B -0[ -DE- 13 ADDLD PER ADC3ENI]1.EM NO. 2 DATED JULY 30, 2 012 Rail element REGISTERED CIVIL ENGINEER eco May 20, 2011 "e�Mlell D. Ildt 050200 PLANS aaaaovaL oar a rre sme w colnomm ar rrE cancers a. • ' 6'x-11 + gents sMll rmr �r/s �Ibleforl �axur CIVIL M �'°>F cable u u II r oeRwaes e e0 e w nx" n en m�°'�q sreex Connection 8" x 6" x 6'-0" End Plate _ - See Detai I A Wood post u Line post (wood post shown) To ooro Wq plons doted C 8" x 8" x 6/D" Anchor cable T�1�e'$ Hole II N O DETAIL A Terminal rail element of p) CABLE CONNECTION backside railing for double metal beam guard railing installation. See Note 1. END PLATE m PLAN NOTES: Top of post 1. and blocks 6.-3" See Standard Plan A77F3 and Standard Plan A77G1 for typical use m - of rail tensioning assembly. o Top of 2. For details of the anchor plate and 31' cable, see Standard Plan A77H3. rail 3. Direction of traffic indicated by --Om— CO) o I Z +I - End 611 Anchor C 611 0 00 o N plate (See Note 2) '0 Ancr cab — -- a (See Note 2) _ _- Ground line IV M --1/�1-- 2" Std Galv pipe in jA r I 2%" 0 hole in wood post I i/1 I a L___J L--- J Z M N ELEVATION T RAIL TENSIONING ASSEMBLY a See Note 1 ~ y N STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL RAILING RAIL TENSIONING ASSEMBLY NO SCALE RSP A771-12 DATED MAY 20, 2011 SUPERSEDES STANDARD PLAN A77H2 DATED MAY 1, 2006 - PAGE 68 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP 4771-12 IIID NO. B -0[ -DE- 13 ADDLD PER ADC3ENI]1.EM NO. 2 DATED JULY 30, 2 012 MBGR 1" Goly HS bolts with washers and Drill and bond threaded nuts, Total 4 rods in 1%' did hole Thrie beam rail element with epoxy cartridge Straight Metal box spacer, see Details A and B 0" x 10" x 8' wood post Concrete abutment or wall 8 -a -cd x 6" x block1— ,_10•• R 'A' S� TYP PLAN I. x 5" chamfer Concrete Anchor BIocK, see Detail C End Cap 9.. 9.. (Type A) It 'A'fron+ and back of bolted connection, total 4 End Cap / FG (Type TC) !/ CONNECTION DETAIL EE CONNECTION DETAIL DD See Note 6 ELEVATION See Note s GUARD RAILING CONNECTION TO ABUTMENT OR WALL Concrete abutn 8" x 4%" x I/i" It 0�'9 see Detail B Straight metal box spacer8" x 4%" x 1/a"RWeldI/a long each corner /4 R DETAIL B 11/4' Holes%" Hole Dlacemen+ 1'-6" front and back panel DETAIL A STRAIGHT METAL BOX SPACER ANCHOR BLOCK FOR TRANSITION RAILING CONNECTION DETAIL C R E' V-2" ,t 4 V 211h �1 Yo" C 11/;' Hale PLATE 'A' Roadway surface STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUARD RAILING CONNECTIONS TO ABUTMENTS AND WALLS NO SCALE RSP A77,13 DATED MAY 20, 2011 SUPERSEDES STANDARD PLAN A77J3 DATED MAY 1, 2006 - PAGE 74 OF THE STANDARD PLANS BOOK DATED MAY 2006. BID NO, SB -01 -DE -13 ADDL"D PER ADDENDUM NO. 2 DATED JULY 30, 2012 To oaro Wq Wons oiled Transition railing (Type WB) NOTES: See Note 4 1. These connection details apply to abutments and walls. 2. Additional details of posts, blocks and hardware are shown on Standard Plans A7781, A77C1 and A77C2. 3. Direction of adjacent traffic indicated by 4. For additional details of Transition Railing (Type WB), see Standard Plan A77J4 Transition Railing (Type WB) transitions the 12 gage w -beam standard railing section of guard railing to a heavier gage nested thrie beam railing section which is connected to the concrete anchor block. 5. For typical use of Connection Details DD, See Layout Types 12A and 12B on Standard Plan A77F1 and Layout Types 12C and 12D on Standard Plan A77F2. 6. For typical use of Connection Detail EE, see Layout Type 120 on Standard Plan A77F2 and Layout Type 12DD on Standard Plan A77F5. ANCHOR BLOCK FOR TRANSITION RAILING CONNECTION DETAIL C R E' V-2" ,t 4 V 211h �1 Yo" C 11/;' Hale PLATE 'A' Roadway surface STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUARD RAILING CONNECTIONS TO ABUTMENTS AND WALLS NO SCALE RSP A77,13 DATED MAY 20, 2011 SUPERSEDES STANDARD PLAN A77J3 DATED MAY 1, 2006 - PAGE 74 OF THE STANDARD PLANS BOOK DATED MAY 2006. BID NO, SB -01 -DE -13 ADDL"D PER ADDENDUM NO. 2 DATED JULY 30, 2012 Plate 'A' front and 25'-0" Standard railing section height transition Standard rolling section s+ couNrr aourE TQTnC PiOT N�. sHEETs back of bolted 12 gage MBGR 12 gage MBGR connection, total 4 3'-11/2' TYp 3'-1%2' 3'-1%2' 3'-111/z" 3'-11/z' 3'-1 Ii' 6'_3" 6'_3" 6'_3„ wedge/expansion �— ----- See De4ail D SEE NOTES 6 To oaco>Aoary pons dated aEClsrEaeo ccvlT Eem NeEa anchors with nuts See Note 3� See Note 3 -See AND 10 eco and washers. 1/2' M°x D. IlMt May 20, 2011 exposed thread. PLA- APPaovAL oA a crvn �r°4 Concrete Bridge FG o"mNaemss "ma. " vias mrs M n of ra m�°'�q Roiling or Woll NOTES' 5/0" 4 Button head bolt with hex nut, typical 2' -a 1n a, 1. Use %" 0 Button head bolts and hex (see Note 1) TYD "' a Wood or steel ' �' nuts for connections to posts. No washer N F line post ti on rail face for bolted connections to post. 10" x 10" x 8'-0" Wood post with 8" x 8" x 1'-10" Post Post 6" x 8" x 6'-0" wood 2. The nested rail elements, end cap, and 'w'beam wood block. (See Note 6) No.TI post with 6" x 8" x 1'-2" wood block. to iter is beam element may De n% No.T2 10" x 10" x 6'-0" Wood post 12 Gage thrie spliced together prior to bolting the elements to the wood post and concrete barrier or railing. 0 Post Post Post Post post with 8" x 8" x 1'-2" wool block. beam element End cap (Type TC) Q No.T7 No.T6 No.TS No.T4 No.T3 5/g" 3. Exterior splice bolt holes for rail element splices ELEVATION Button head Splice bolt 10 Gage thrie at Post No. T4 and the connection to the concrete m Pay Limits for Transition Railing (Type WB) with washer and u+ on threaded beam element end (See Note 3) 12 Gage thrie barrier or railing shall be the standard" x 11/e' slot size. Interior splice bolt holes at these locations be increased to 11/4" 0. Only the r F beam element may up top 2 and the bottom 2 splice bolts with washers m .�- 1" Galy ° Vertical HS bolts, total 4 and nuts are required for rail splices of Post in face 11/a'>A Galy pipe or PVC pipe sleeve or 11/e° drilled holes = _ _ _ = Hex nuts No. T4 and the connection to the concrete barrier i m m Plate 'A' > Plate 'A' or railing. 4. Direction of adjacent traffic indicated by y m C =____ 5. The top elevation of Posts No. T2 through No. T7 0 sha 11 not project more than 1" above the T top elevation of the rail element. V% End Cap (Type TC) sandwiched between 5" x 5" Chamfer A S� B D Concrete barrier or railing 6. Typically, the railing connected to Transition 12 gage and 10 gage Railing (Type WB) will be either atandord railing three beam elements.T (See Note 9) g" PLAN SECTION A -A section of metal beam guard railing with height transition ratio of 120:1 or an approved Caltrans TRANSITION RAILING (TYPE WB) 12 Gage thrie end treatment attached to Post No. Ti. Z �� — n/ (No Blackout Attachment) beam element End cap (Type TC) 0 r Pay Limits for Transition Railing (Type WB) s/s" 0 Button head 10 Cage thrie 7. The depth °f the metal box spacer varies from the 5%s" to 1%2' and is dependent the Splice bolt with washer and nut on threaded beam element 12 Gage thrie on width of the concrete railing or wall. The g 1" Galy HS bolts, total 4 end (See Note 3) beam element combined dimension for the depth of the metal 0 Vertical face Galy pipe or PVC pipe sleeve or 11/a" drilled holes box spacer plus the width of railing or wall Is typically 171/8". Where the space between the backside of the concrete railing or wall and ]jei'14"'6 Straight Metal Box Spacer (See Details A and B and Note 7) _ _ _ = Hex nuts the rear thrie beam element is less than 1%2', Plate 'A' T Plate 'A' metol plates similar to Plate Aare to be used r o a C - - - - as spacers. - 6. Where the width of the concrete railing or wall Z Is greater than 171/.', wood blocks are to be End Cap (Type TC) 5" x 5" used to fill the space created between the sandwiched between Chamfer F B D Concrete barrier Metal Box Spacer backside of Posts No. T4 through No. T7 and 12 age and 10 gage 9 or railing - the rear thrie beam element. These wood blocks be 8" to 1'-2" in length. The CO) three beam elements 9" PLAN shall width and dimension between the front to beer element � (See Note 9) B B TRANSITION RAILING (TYPE WB) SECTION B -B en match the and the rear thrie beam element is R wood post 1. width of the concrete railing or wall. (Blackout Attachment) xe Begin Concrete 9. End cap may be installed over 12 gage antl 10 gage thrie beam elements where transition 'V 5 ze 5 I "t x /a' R Straight metal End c° (Type TC Bridge Railing or Wall g railing is installed on the departure end of V B box spacer & Anchor 2 -6 length Ig bridge rolling.tail e' x4%' x /4' R bolts 1'-11'11/4' x 2%2' Slots in end capLEGEND Slot 71/4'and thrie beam elements for 10. Conform standard railing section height 'A' to 2'-3�4" at Post No. Tl using height transition Nested thrie beam 41/' 411 1" bolts and Plate Connection "9'ratio of 120:1. elements (one 12 Weld 1" Holes gage element nested each 91/4 STATE OF CALIFORNIA over one 10 gage element).i/Along cornerDEPARTMENT OF TRANSPORTATION One 10 gage "W" beam tothrie -."'-`-1 METAL BEAM GUARD RAILING beam element. One 12 thrie beam DETAIL B 2y" 9" 2y" TRANSITION RAILING gage element. R _ '" OD One 10 "W" beam 11/4'" _ Holes %" 9" 4%" Hole lacement + + - - 1%z R 8%z" x 3" (TYPE W B) gage roil element W-31/2' front and back ane) 1'-6" p m 3„ Slots for spl Ice NO SCALE length) 11/4" Holes /4 R Its In end cap RSP A77J4 DATED MAY 20 2011 SUPERSEDES 10 Boge = 0.135" thick DETAIL A DETAIL C RSP A77J4 DATED R SPI ice r -Chamfer AND JUNE 5, 2009 RSP A77J4 DATED JUNE 6, 2008 STANDARD PLAN A9 J4 DATED MAY 1, 2006 - 'A' Dolt slot DETAIL D PAGE 75 OF THE STANDARD PLANS BOOK DATED MAY 2006. 12 gage = 0.108" thick STRAIGHT METAL BOX SPACER PLATE RFVIR Fn RTAMRARn P1 nN RSP n77.1a IIID NO. SB -0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 11/4" 0 GaIV pipe l PV 11/4C" dpiprile led slheeolesve of 1" Galy HS bolts with plate washers and nuts, Total 4 - 1,.I„ ae 1— -- w, --- and nuts Vertica t— PLAN End cap (Type A) Bridge railing MBGR o r T Sidewalk ~ Face of curb 11/4' Galy pipe or PVC pipe sleeve or 11/4" drilled holes x— Straight metal box spacer (see Details A and B) ,-Thrie beam rail element End cap (Type TC) see Note 7 o ' o Sidewalk - C 'A'Fron+ and back of bolted connection, total 4 rface elevation back of sidewalk CONNECTION DETAIL GG CONNECTIOSuN DETAIL FF See Notes 5 ELEVATION See Notes 4 Q GUARD RAILING CONNECTION TO BRIDGE RAILING WITH SIDEWALKS �jax0 .10 � 1'-2" g.. 31/2 _ 9" 21/z'� I- 11/4" Hole e W. C gt /:' le PLATE ' A' 11/4" Hole 11/4" Holes PLATE 'B' (For backside of connection SB) Transition railing (Type WB) see Note 3 8" x 45/8" x 1/4" It See Detail B k --J tt .6. A'Le r REGISTERED CIVIL ENGINEER May 20, 2011 PLANS APPROVAL DATE cancers a. enfs sMll rmf b° res �Ible for I accuracy o"mplderress � aledr o ocp fMs plan To oaro Wq Wons doted NOTES: 1. See Standard Plan A77K2 for additional connection details +o bridges with sidewalks. 2. Direction of adjacent traffic indicated by �1►. 3. For additional details of Transition Railing (Type WB), see Standard Plan A77,14. Transition Railing (Type WB) transitions the 12 gage w -beam standard railing section of guard railing to a heavier gage nested +hrie beam railing which is connected to the concrete bridge railing. 4. For typical use of Connection Detail FF, see Layout Types 12A and 12B on Standard Plan A77F1. 5. For typical use of Connection Detail GG, see Layout Type 12D on Standard Plan A77F2 and Layout Type 12DD on Standard Plan A77F5. 6. Where the bridge sidewalk is not continued beyond the end of the bridge railing, +he portion of the sidewalk beyond each end of the bridge railing shall be transitioned down from the top elevation of the sidewalk, for its entire width, to the finished grade of the adjacent roadbed. The longitudinal slope of each sidewalk elevation transition shall not exceed 8.33 percent. 7. For details of End Cap (Type TC), see Standard Plan A77J4. 8. See Standard Plan A77J4 for additional details regarding depth dimension for straight metal box spacer. Straight metal ff/4 x spacer " x 4%" x 1/4'Q. STATE OF CALIFORNIA eld I" DEPARTMENT OF TRANSPORTATION 1/4. It Wong each METAL BEAM GUARD RAILING 4%2" g" 4'/z' Hole placement corner CONNECTIONS T O BRIDGE front and back panel 1-6" RAILINGS WITH SIDEWALKS DETAIL A DETAIL B DETAILS N0.1 STRAIGHT METAL BOX SPACER NO SCALE RSP A77K1 DATED MAY 20, 2011 SUPERSEDES STANDARD PLAN A77K1 DATED MAY 1, 2006 - PAGE 76 OF THE STANDARD PLANS BOOK DATED MAY 2006. BID NO. SB -0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2 012 N O O Of M C CO) M v a Z v a v r a Z M CO) a V X BID NO. B-0 t -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 Eosr MILES sneer roiAL No. s 7� /.ror AL PRo�Ecr nEErs REG13TERED CIVIL ENGINEER Grout Grout Edge of vegetation control October 20, 2006 c502WIatr sz PLANSAPP— ro, rce, o. a am yP Landscape Fabric Landscape Fabric mss. aa,aLacaa, es t ��fi a �cw�I a wm o w- " m N•_ ____ i R=3" TYP _ _ _ _ _ _ _ i -- _' To ooaampoM dans doled NOTES: V 1 post � t. Where the distance between back of pass and hinge point is _ a less than 24", vegetation control to De constructed flush with the back edge of the post. m in i Rail element 2. Where dike is constructed under barrier, construct vegetation control to back edge of tlike. Where paved shoulder is constructed within 24" in front the construct ve control +o - --- of post, g a+a+ion the edge of paved shoulder. 6'-3"" 3. Direction of adjacent traffic indicated by y . r TYP ,� TYP z Edge of vegetation control PLAN ?N Z Block OD m D --- -- z Post z 24" 24" Ty Ground Iine (See Note 2) (See Note 1) Ground line or surfacing 3" 12" or surfacing () Minor Concrete Landscape FabricIr�_I Minor Concrete Landscape Fabric Grout Grout STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SINGLE THRIE BEAM BARRIER SECTION A-A TYPICAL VEGETATION CONTROL STANDARD BARRIER RAILING SECTION NOSCALE NSP A78C3 DATED OCTOBER 20, 2006 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. NEW STANDARD PLAN NSP A78C3 BID NO. B-0 t -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 IIID NO. B -0t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 aosr MILES sneer rorAL No. s ror AL PRo�Ecr nEErs REGISTERED CIVIL ENGINEER 6Grout Grout w� a D. WISH October 20, 2006 Edge of vegetation control FLANS APPAL DATE — 4 �V a9 bric r� rce o YP Landscape Fabric J Landscape FaCIVIL Igor ce`:esaoia ir� p- x�. R=3" TYp I To ocGwWry dans d.W I � I V Post i a. n Rail element NOTE: iu i i 1. Direction of adjacent traffic indicated by �>•. I _ I I I I I I V M 6'-3" 6'-3" Edge of vegetation controlCh �� _ V �► PLAN z Block O7 z CD Post 24" 24" Ground line TYp TYp Ground line -4 or surfacing 12.. 12.. or surfacing co epi Minor Cc crete / 18" 18..'DD, Minor Concrete LandscapeFabrics Landscape Fabric Grout Grout STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DOUBLE THRIE BEAM BARRIER SECTION A-A TYPICAL VEGETATION CONTROL STANDARD BARRIER RAILING SECTION NO SCALE NSP ATBC4 DATED OCTOBER 20, 2006 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. NEW STANDARD PLAN NSP A71C� IIID NO. B -0t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 IIID NO. B -0t -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 Eosr MILES sneer roiAL No. s 7� /.ror AL PRo�Ecr nEErs REG13TERED CIVIL ENGINEER October 20, 2006 "p 9Mell D. HI PLANS APPROVAL GAiE X50200 6 30 07 11 1-11 IV,as fary�re5am V CI YIL O �a la�ctr�an/c wp(ae of fMs pm a$ a LgtF�� To o0W7Wry dans doled ESEdge of vegetation control Edge of vegetation control HTW ETW ES n Median NF =k� m n N — A`l Ll _V _V Median ?N ES ES ETW Edge of vegetation control Man-made fixed object, Edge of vegetation control ETW moi• 1" Expanded polystyrene between fixed object and vegetation control PLAN 00 m NOTES: Block Block 1. See New Standard Plan NSP A78C3 for additional vegetation control. 2. Where dike is constructed under barrier, construct vegetation control to back edge of dike. Where paved shoulder is constructed within 24" in front of the post, construct vegetation control to z the edge of paved shu lder. 3. Direction of adjacent traffic indicated by z Post Posi 4 CID 0 24" 24" CA Ground Iine(See Note 21 (See Note 2) Grund line or surfacing var 12 3" or surfacing in A e' in STATE OF CALIFORNIA DEPARTMENT DEPARTMENT OF TRANSPORTATION 18gMor Concrete Minor ConcretTHRIE BEAM BARRIER g�18inor Moncre eLandscapeFrLandscape Fabric CONTROL ®NTR®L Gout �GrutaGrout TYPICAL VEGETATION Landscape FAT FIXE® ®®JCCTS IN MEDIAN NOSCALE SECTION A—A NSP A78C5 DATED OCTOBER 20, 2006 SUPPLEMENTS THE STANDARD PLAN SBOOK DATED MAY 2006. C NEW STANDARD PLAN NSP A78C IIID NO. B -0t -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 IIID NO. B-0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 Eosr MILES sneer roiAL No. s 7� /.ror AL PRo�Ecr nEErs REG13TERED CIVIL ENGINEER hp�Nibll D. Ni c V October 20, 2006 c,020D PLANS APPROVAL GAiE D-30_Di a pm S/o/ as fury o5am V IIY IL O �compmerest ��iisotwsl/c capes f Yas pm s42•a. nLb�`s C O L To doted Xi m Edge of vegetation control ocm'rpaM dons Edge of vegetation control ETW ETW mo _ `cmno0 See Note 2 Paved shoulder o T - a eThrfe a ` o o ES N T g Beam earrier ES P a. uH Britlge_ < Rail See v i, Etl a of - a' Note 3 N 'v vegetation control T `" A ES o r Q T s NOTES Y.0 I- ,v B Edge of vegetation 1. See New Standard Plan NSP AT8C4 for additional control vege+anon control details. m SHOULDER SHOULDER ETW ETW 2. Where dike is constructed under barrier, construct vegetation control to back edge of dike. Where paved is 24" to front the Edge of vegetation control shoulder constructed within of post, construct vegetation control to +he edge of paved shoulder. ca PLAN 3. End vegeta+ton control at end of backside rail --I element attached +o bridge railing. )01 A. Direction of adjacent traffic indicated by z Block Block -- --- -- D Post Post z Edge paved Var 24" Typ 24" 24" ca 10 shouldede r 12" 12" Ground line Crou ntl line Typ Typ Ground line in or surfacing or surfacing or surfacing 12" 12" co Minor Concrete / 16' 18' `\VV- Minor Concrete Lantlscape Fabric '' "'\—Landscape Fabric Grout Grout Minor Concrete / Minor Concrete 18" 16" Landscape Fabric) Landscape Fabric GroutGrout STATE OF SECTION A—A DEPARTMENT OF TRANSOPORTATION SECTION B -B TNRIE BEAM BARRIER TYPICAL VEGETATION CONTROL AT STRUCTURE APPROACH NO SCALE NSP A78C6 DATED DCTOBER 20, 2006 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. p� ® p ®EW STANDAR® PLAN NSP A7I-C6 FN IIID NO. B-0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 6" or as specified or shown on detail plans (See Note 6) Tension wires — R/W R/W Line Tension wires /Brace Line post PC Max 10'-0" Max HIGHWAY 2'-6" for fabric less than 5'-0" high 10� 6 OTHER 3'-0" for fabric 5'-0" and over HIGHWAYS FREEWAYS °} Not less than 3 times maximum cross FENCE LOCATION section of post with minimum of 8" Brace to be removed n after aother CHAIN LINK FENCE ON SHARP BREAK IN GRADE fence construction is completed unless otherwise directed by the Engineer Horizontal brace with 8'-0 Max Line post Gate panel / p Broce� J 3/a" steel truss rods Ga�� Vertical stay , Latch post and trussed line posts Diagonal brace or horizontal brace with truss rods Type CL -4 4'-0" fabric Length as spec Type CL -6 = 6'-0" fabric specified 2'-6" for fabric less than high 3'-0" for fabric 5'-0" and over CHAIN LINK GATE INSTALLATION Line post Horizontal brace with truss rod may be used as an alternate to a diagonal brace %�Z ire, � Diagonal brace .1 Tenskonw II II o II II II II �1 II a' i PCC o 10'-0" Max 10'-0.. Max Not less than 3 times maximum cross End and corner post assembfy section of post with minimum of B" 2'-6' for fabric less than 5'-0' high 3'-0" for fabric 5'-0" and over 2'-6" for fabric less than 5'-0" high 3'-0" for fabric 5'-0" and over CORNER POST NOTES: 1. The below table shows examples of post and brace sections which may comply with the Specifications. 2. Sections shown in the tables must also comply with the strength requirements and other provisions of the Specifications. 3. Other sections which comply with the strength requirements and other provisions of the Specifications may be used on approval of the Engineer. 4. Options exercised shaft be uniform on any one project. s. Dimensions shown are nomTnal. 6. Offset to be 2'-0" at monument locations, measured at right angles to R/W lines. Taper to achieve offset to be at leas+ 20'-0" long. ion wires Above post dimensions and weights are minimums. Larger sizes may be used on approval of the Engineer. GATE POST TYPICAL MEMBER DIMENSIONS (See Notes) FENCE GATE NOMINAL WEIGHT HEIGHT WIDTHS IO PER FOOT ROLL ROUND ROLL FORMED H Up thru 6'-0" 2%z' 4.95 LB ID Over 6'-0" 4 10.79 LB 6'-0° and thru 12'-0" 1 7/9" x I%" " 1 1/8" x 1%" 2" 31/2' x 31/2 " 2" x 1 1%9 ' 1 l/4 ' 11/2' X 1 %" Over 12'-0" thru 18'-0" 5" 14.62 LB Less Over 18'-0" Over 6' 2" 21/4' x 2" 2" x 1)/4" 2'/2' 3'/z' x 31/2" 2'/z' x 2'/z' to 24'-0' 6" 18.97 LS Max Up thru 6'-0" 3" 7.58 LB Over 6'-01. 5" 14.62 LB thru 12'-0" Over Over 12'-0" 6" 18.97 LB 6'-0" thru 16'-0" Over 18'-0" to 24'-0" 8" 28.55 LS Max Above post dimensions and weights are minimums. Larger sizes may be used on approval of the Engineer. IIID NO. B -0t -DE- 13 ADDL•D PER ADDENDUM NO. 2 DATED JULY 30, 2012 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CHAIN LINK FENCE NO SCALE RSP A85 DATED JUNE 5, 2009 SUPERSEDES STANDARD PLAN A85 DATED MAY 1, 2006 - PAGE 111 OF THE STANDARD PLANS BOOK DATED MAY 2006. TYPICAL MEMBER DIMENSIONS (See Notes) LINE POSTS END, LATCH & CORNER POSTS BRACES FENCE RETORT ROUND ROLL ROUND ROLL FORMED H ROUND H ROLL FORMED ID FORMED [D G 0 [] Ip R 1-12. 1 7/9" x I%" " 1 1/8" x 1%" 2" 31/2' x 31/2 " 2" x 1 1%9 ' 1 l/4 ' 11/2' X 1 %" 1 5/a" x 11/4' 1 5/4' X 11/4" & less Over 6' 2" 21/4' x 2" 2" x 1)/4" 2'/2' 3'/z' x 31/2" 2'/z' x 2'/z' 1 1/4" 1'/1' x 1 5Y16" 15/8" x 1'/4' 19/4' x 11/4' IIID NO. B -0t -DE- 13 ADDL•D PER ADDENDUM NO. 2 DATED JULY 30, 2012 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CHAIN LINK FENCE NO SCALE RSP A85 DATED JUNE 5, 2009 SUPERSEDES STANDARD PLAN A85 DATED MAY 1, 2006 - PAGE 111 OF THE STANDARD PLANS BOOK DATED MAY 2006. PLAN Mar i W Var ��JSIdewo Notes See 4 & 5 lk Gu+ter grade Bottom of curb Curb face ELEVATION Lip of bottom of See Note Var driveway ramp, Depressed V'.' 2 above sidewalk gutter grade. Rounded_ _-f—z7% -----�- — _ 10% Max— IT, See Note 6 CASE B Driveway with depressed sidewalk SECTIONS DRIVEWAYS W1 .42„ ..W1.. 6.. "W2.. 2,_0.. R 6"�{ "W2" W _ - _ 2" or Var r 84 II Longitudinal �u4 Dowel spaced 4'-0" R=1" Min length 8" TYPE Al CURBS TYPE A2 CURBS TYPE A3 CURBS See Table A See Table A Superimposed on existing pavement See Table A "W1" "W1" S" "W2" R=Vii 5" �'W2'� 2,_0.. 5W7' "W2" M 2" or Var R=Vz" A x ° #4 Longifud1nal Mi0el p 4'-0" bar 'n length8 "Wi° ES 5" N2.. x x R=1" TYPE D CURBS See Table A CURB QUANTITIES TYPE Retalning curbs, A1-6 0.02585 Al -8 Var when necessary Var A2-8 0.06379 Wary nwhe Warp when A3-8 0.01435 B1-4 needed nee R/W (Typ) 0.02930 B2-4 ;o See Note 9 6" Lip at bottom of driveway ramp, 1/z above Sidewalk B3-6 8.33% Max W 8.33% Max Join gutter grade. F See Note 8 �T, See Note 6 Rounded_ 2% Max Front See Note 8 edge of 0.06661 A3-8 8" - --- ° sidewalk Sidewalk L 81-4 10% Max VI E �45° 2y2 B1-6 1'-2" > V. 4" 82-4 10" 4" 2'-71/2" Typical CASE A driveway, sidewalk not depressed 1'-0" 6" PLAN Mar i W Var ��JSIdewo Notes See 4 & 5 lk Gu+ter grade Bottom of curb Curb face ELEVATION Lip of bottom of See Note Var driveway ramp, Depressed V'.' 2 above sidewalk gutter grade. Rounded_ _-f—z7% -----�- — _ 10% Max— IT, See Note 6 CASE B Driveway with depressed sidewalk SECTIONS DRIVEWAYS W1 .42„ ..W1.. 6.. "W2.. 2,_0.. R 6"�{ "W2" W _ - _ 2" or Var r 84 II Longitudinal �u4 Dowel spaced 4'-0" R=1" Min length 8" TYPE Al CURBS TYPE A2 CURBS TYPE A3 CURBS See Table A See Table A Superimposed on existing pavement See Table A "W1" "W1" S" "W2" R=Vii 5" �'W2'� 2,_0.. 5W7' "W2" M 2" or Var R=Vz" A x ° #4 Longifud1nal Mi0el p 4'-0" bar 'n length8 "Wi° ES 5" N2.. x x R=1" TYPE D CURBS See Table A CURB QUANTITIES TYPE CUBIC YARDS PER LINEAR FOOT A1-6 0.02585 Al -8 0.03084 A2-6 0.05903 A2-8 0.06379 A3-6 0.01036 A3-8 0.01435 B1-4 0.02185 B1-6 0.02930 B2-4 0.05515 82-6 0.06171 B3-4 0.00641 B3-6 0.01074 B4 0.05709 D-4 0.04083 D-6 0.06804 E 0.06661 RE GIGTEREe IL qNGINEER November 1T, zoos PLANS APP—AL oA ELL -p �r°iris P%" To accwWny dans d" TABLE A CURB TYPE B4 CURBS DIMENSIONS See Table A TYPE "H1" "H2" "11" A1-6 1'-2" 6" 7V2" 1V2' A1-8 1'-4" 8" 8" 2" A2-6 1'-O" 6" 2'-71/2" 1 %2' A2-8 1'-2" B" 2'-8" 2" A3-6 6" 5" 71/4' 11/4" A3-8 8" 7" 7Y4' 1 y'd' 81-4 1'-0" 4" 71/x" 2y2 B1-6 1'-2" 6" V. 4" 82-4 10" 4" 2'-71/2" 2Y2' 62-6 1'-0" 6" 2'-9" 4" B3-4 4" 3" 7" 2" B3-6 6" 5" 8V2" 3V2" D-4 10" 4" 1'-6" V-1" D-6 1'-0" 6" 2'-2" l'-8" 3.. R=1/2' o tO I 2._g.. R-1/2 7.. 2.1 21-0" R=1/2' r 2" or var TYPE E CURB Bridge sidewalk R=1/2" �{ 2" Sic a 2%— Face of curb Finished roadway surface TYPE B1 CURBS TYPE B2 CURBS TYPE B3 CURBS TYPE B4 CURBS TYPE H CURB See Table A See Table A Superimposed on existing pavement On Bridges See Table A NOTES: CURBS STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 1.Case A driveway section typically applies. 5_X is a variable when sidewalk is located where B. Minimum width of clear passageway for sidewalk wheelchairs may traverse the surface. Slopes shall shat l be 4'-0".DRIVEWAYS CURBS AND 2.Use Case B driveway section when ramp slopes would exceed 10% in Case A. not exceed 8.33X. 9.13etaining curbs and acquisition of construction 6.Sidewalk and ramp thickness "T" of driveway shall be easement may be necessary for narrow sidewalks or NO SCALE 3.Use Case B driveway section when sidewalk cross 4" for residental and 6" for commercial. curb heights in excess of 6". slope would exceed 2% in Case A. 4.4:1sl" except for Curb heights Over 10" Where 7. Difference in slope of the driveway ramp and the slope of a line between the gutter and a point on 10. Across the pan strlan route t curb ramp locations, the gutter pan slope shall not exceed 1" of RSP A87A DATED NOVEMBER 17, 2006 SUPERSEDES STANDARD PLAN A87A 4:1 slopes shall be used on curb slope. the roadway 5'-0" from gutter line shall not depth for each 2'-0" of width. DATED MAY 1, 2006 - PACE 113 OF THE STANDARD PLANS BOOK DATED MAY 2006. exceed 1 Reduce driveway ramp slope, not gutter slope, where required. D E V I S E D STANDARD PLAN R S P A87A 87A BID NO. B-0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 IIID NO, 13 -01 -DE -13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 ^ 2% �' g Retaining curb �x a if necessary at Sidewalk x SMI -o-- edge of sidewalk - in O C I $@@ Notes See I, v� 110 and 11 %Max Sidewalk Note 7 I I 8.3-I x .33% Front MX =e o c Max etl a of xIo N- x x sidewalk �I� _ Nl$ See 1 = Ili Note 7 Retaining curb if necessary a+ edge _ a of sidewalk 7oF 5'-0.. Min 27 Max Sidewalk o Max oo9Y a o0o Max s N oo� °s °s°sgoo N o ]ST IIiE 7 POL rPMI LES SHEOET TOTAL o Top 0.45 " o worE4=,° REGISTER.. GIME ENGINEER c N< 0'= -i--� �� «p000vtd Base D a September 1, 2006 w C41957 O A onre a PLANS APPROVAL 331-aIs o. a cern °m mi"o� °°�a io, re �°. RAISED TRUNCATED DOME °an %,�ss.� �,_ =°mes : r,.s w� s'°'roF ° L„” aoMoe NOTES: To sato 4o0/pana do ai CTI t0% Max 10Y. Max at curb o o at curb °° - HVT-°odp°o 4'-0' 10% Max - M n at curb CASE A `1Q1 TA° nx yp sidewalk x I o c See Notes See I �� 10 and I1 Nate 7 I 10% Max Front at curb edge of sidewalk M BgmxSo a g�° Pit ntin 10%Max B°4D 10%Max area g°�°° at curb . oat curb 4Min CASE D Y s @ o oo 2 > A? R\p `a /1 ¢ ro p a `anp109 I 1 s Sidewalk \ F R�i�., xoo Front Front edge — l Noo+e T 1. As site conditions dictate, Case A through Case G curb ramps may be °gig �%a ed a of of sidewalk �_l\"`JJ See Notes used for corner installations similar to those shown in Detail A and o sidewalk CASE C 10 and 11 De+ail B. The case of curb ramps used in Detail A do not have +o be the same. Case i through Case G curb romps also may be used at in Dl ock locot ions, 09 Site conditions dictate. 10% Mox A A See NOte8 at curb B 2. If distance from curb to back of sidewalk is too short to 10 and 11 Sidewalk - 2% accommodate ramp and 4'-0" platform (landing) as, shown in Case A, CASE B 2% Sidewalk the sidewalk may be depressed longitudinally as In Case B, or C or See I x j Front edge o ct'IOX may be widened as in Case D. Note 7 a N of sidewalk See I x x1 Note 7 eu 10% Max 3. When ramp is located in center of curb return, crosswalk �� at curb configuration must be similar to that shown for Detail B. r 6" Front 2% Sidewalk Typ Iedge of 4. As site conditions dictate the retaining curb side and the flared I = Max I •`- o c sidewalk side of the Case G ramp shall be constructed in reversed position. c\ x Sea c m °° c I H2q I Note 7 00 oex °°°°°° Retaining °° °00000 5. If located on a curve, the sides of the ramp need not be parallel, __� - Barton cS80 Cu b (both o0 Ba^0000 but the minimum width of the ramp shall be 4'-0". ° �°°°° sides of a °gaga --&g� ramp) ° 'gogB 6. Side slope of ramp flares vary uniformly from a maximum of 10% a+ 10% Max ° ° D °° curb to conform with longitudinal sidewalk elope adjacent to top of a+ curb the ramp, except in Case C and Case F_ 4 -0" Min 4, 0 M� See Notes Retaining See Notes 10 Front 10 and 11 Curb and 11 7. The curb ramp shall be outlined, as shown, with a r.S wide mgr O°� ed of border with /�" grooves approximately % on center. See IgM °°°° grooving data I. si walk CASE F CASE G g g �o� o Retaining 8. Transitions from ramps and landing to walks, gutters or streets Curb (both See Nota 4 shall be flush and free of abrupt changes. sides of 4T-0°'° S o Notes 10 ramp) Gutter 9. Maximum slopes Of adjoining gutters, the road surface immediately M n and 11 Howl ine Top of ramp q'-0" Min adjacent to the curb ramp or accessible route shall not exceed Rountled A 7 See Note 9 r'-------------- 5 percent within 4'-0" of the top and bottom of the curb ramp. CASE C yp 2% Max r 10. Curb ramps shall have a detectable orninq surface that extends s= �-s 9.33% Max the full width and 3'-0" depth of the ramp. De+actable Warning Wherea flared aide occurs SECTION A- A Surfaces shall conform to the details on this plan and the Whererequirements in the Special Provisions. provide 2'-0" Straight curs 11. The edge of the detectable warning surface nearest the street Gutter shall be between 6" and 8" from the gutter flowline. Howl the Retaining curb if necessary I -� Top of ramp 12. Sidewalk and ramp thickness, "T", shal I be 3/2" minimum. q' -O" Min ECR o Rounded �� 13. Utility pull boxes, manholes, vaults and all other utility facilities p v % r------ within the boundaries of the curb ramp will be relocated or o adjusted to grade by the owner prior to, or in conjunction with, ,cA a 8.33% Mox Z% Max F� curb ramp construction. Id, k See Note 9 SECTION B— B 14, For retrofit conditions, removal and replacement of curb apron Sidewalk �o Depress entire sidewalk as required will be at the Contractor's option, unless otherwise shown on 90 Q r project plans. oco \:o x Retaining p \ curb if 1.67" to 2.35" ® 0 p Center to Gutter necessary center spacing 00 00 00 a v- flowl ine--------- ter__________ Oo p Oo BCR 2% Max RAISED TRUNCATED DOME PATTERN UN—LINE) �! M z M X, co °� `4 Fyo� Where a flared No+e 9 SECTION C—C Approximately i'4 DETECTABLE WARNING SURFACE 2'-0 Otraig provide \� see Note 10 2'-0" straight curb Crosswalk If provided Limit of pay '� STATE OF CALIFORNIA DETAIL B see Rounded 4==0" Min ° + + ° DEPARTMENT OF TRANSPORTATION Crosswalk it rov dad Ne 14-"-------- GROOVING DETAIL _ " CURB RAMP DETAILS DETAIL A see Nates 1 and Note B'LL Tot TYPICAL ONE—RAMP NO SCALE CORNER INSTALLATION see - � I RSP A88A DATED SEPTEMBER 1, 2006 SUPERSEDES STANDARD PLAN A88A TYPICAL TWO—RAMP CORNER INSTALLATION RETROFIT DETAIL DATED MAY 1, 2006 - PAGE 115 OF THE STANDARD PLANS BOOK DATED MAY 2006. See Note 1 Existing curb and sidewalk TANDABD PLAN RSP A88A 80A REVISED STANDARD IIID NO, 13 -01 -DE -13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 Direction of Travel —� Existing longitudin joint or edge of C( t 1 C E I I } n � V w a r Existing Transverse Joint Longitudinal Joint, See Revised I Std Plan RSP P18 lk Dowel bars, See Note 2 o. Transverse Joint, See Notes 1 and 2 2'-4" Var Var 2'-4" Var Var 2'-4" I9 VI NTie Bars \ Longitudinal Jo See Note 4 v Transverse Joint, s- See Notes 1, 2 and 8 m / Edge of shoulde PLAN LANE/SHOULDER ADDITION OR RECONSTRUCTION See Net— 6 and 7 (L Joint Fresh JPCP Fresh JPCP See Joint Details, % Revised Std Plan RSP P20 TYp 41,6 Be .—Cal tic bar \H JPCP � E v �a F_ Base r - SECTION A—A LONGITUDINAL CONTRACTION JOINT i ,Longitudinal joint, tie bars typical (not shown) j V PLAN r Edge of shoulder NEW CONSTRUCTION See Notes 6 and 7 DrilII` Dia hole into existing JPCP. use chemical adhesive to bond the bar to existing concrete pavement-\ New Hardened � JPCP Ipp TYp Base 1 (E Joint R I/9 #6 Deformed See Not, 5 tie bar JPCP c m a o F See Alternative Tie Bar Detail of Longitudinal .� 1'I � I .° -w, C;.. x. . RE—TEREC CIVIL ENGINEER Mav 15. 2009 PLANS APPROVAL DATE Seoo>�o� c o oomc/dPness eiePf rnroe�Mes�� trcsm To accompany plans dated gitudinal Joint, Note 3 M Transverse Joint, m -� it 1. Transverse joints shall be constructed at right See Notes 1 and 2 angles to the longitudinal pavement joints in new y no Pvmt m successive repeated intervals of 12', 15', 13' and 14'. 2. For transverse joint and dowel bar details not U a a m o Dowel bars, See Note 2 3. Construct longitudinal contraction joints as shown in Section A -A when more than one lone or Z Direction of v \" construction joint, as shown in Section B -B. A Travel � 2'-4" Var Var 2'-4" Var Var 2'-4" Typ 1 1•-3. 1'-3" 1 1 TVD i i 111-3„ 1._3„ Ty radius as shown. C -C Min Min C -C Min MIn C -C 7. Details can also apply to inside widening. y (Ja ' 8. Dowel bars me), be omitted from shoulders when the c VI Tie Bars i J -Dowel bars, t B ,.� Lor See No+e 2 �l� Se, a A 3 Transverse Joint, z See Notes 1 and 2 2'-4" Var Vor 2'-4" Var Var 2'-4" Ty 1'-3" 1'-3" TY 1'-3" 1'-3° TY C -C Min Min C -C Min Min C -C L ellB Tie Bars nt, a Transverse Joint, m See Nates 1, 2 and 8 z d V PLAN r Edge of shoulder NEW CONSTRUCTION See Notes 6 and 7 DrilII` Dia hole into existing JPCP. use chemical adhesive to bond the bar to existing concrete pavement-\ New Hardened � JPCP Ipp TYp Base 1 (E Joint R I/9 #6 Deformed See Not, 5 tie bar JPCP c m a o F See Alternative Tie Bar Detail of Longitudinal .� 1'I � I .° -w, C;.. x. . RE—TEREC CIVIL ENGINEER Mav 15. 2009 PLANS APPROVAL DATE Seoo>�o� c o oomc/dPness eiePf rnroe�Mes�� trcsm To accompany plans dated gitudinal Joint, Note 3 SECTION B—B LONGITUDINAL CONSTRUCTION JOINT ALTERNATIVE TIE BAR SPLICE DETAIL (Splice Coupler) TIE BAR DETAILS STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION JOINTED PLAIN CONCRETE PAVEMENT NO SCALE RSP P1 DATED MAY 15, 2009 SUPERSEDES STANDARD PLAN P1 DATED MAY 1, 2006 - PAGE 119 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP P1 IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 M NOTES: m C 1. Transverse joints shall be constructed at right angles to the longitudinal pavement joints in new y jointed plain concrete pavement and spaced at m successive repeated intervals of 12', 15', 13' and 14'. 2. For transverse joint and dowel bar details not y shown, See Revised Standard Plan RSP P10. 3. Construct longitudinal contraction joints as shown in Section A -A when more than one lone or Z shoulder widths are placed at onetime. If v constructing one one at c time, use longitudinal construction joint, as shown in Section B -B. 4. For additional longitudinal joint details, see Revised v Standard Plan RSP P18. 5. If fresh concrete is placed adjacent to existing rete, the top corner of the new hardened r concrete does not need to be rounded to the radius as shown. Z 6. Joint spacing patterns do not apply to intersections. M 7. Details can also apply to inside widening. y 8. Dowel bars me), be omitted from shoulders when the shouldercross slope is not the some as the adjacent traffic lane. J SECTION B—B LONGITUDINAL CONSTRUCTION JOINT ALTERNATIVE TIE BAR SPLICE DETAIL (Splice Coupler) TIE BAR DETAILS STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION JOINTED PLAIN CONCRETE PAVEMENT NO SCALE RSP P1 DATED MAY 15, 2009 SUPERSEDES STANDARD PLAN P1 DATED MAY 1, 2006 - PAGE 119 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP P1 IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 Longitudinal Joints Isolation Joint or Edge of JPCP, see Note 3----- — ----------------- — — — --- ------- ------- ------- Transverse -- Transverse I I 1 1 1 1 Joints I I I I 1 1 1 1 I 1 1 1 1 I 1 1 1 1 I 1 1 1 L I 1 I I I /2L /2L 1 1 1 1 1 111 C 11 —L------- L---- See Note Note 3 New Transverse I Contraction Joint, see Note 5 — ------ —----------------- 0 ;D Fresh Concrete /, TO Y.q^ Pavement Deep Inpression SECTION A -A 1 -6 (Ja,.� Lon itud See Note 2 U� 9 (no is TYPE I Traffic Ione lines match longitudinal joints o�I bars see Note 1 Transverse Joint Existing JPCP Fresh Conc. Fresh Concrete Pavement 1' 6" See No+e 2 B Longitudinal Joint (no tie bars) m Longitudinal JointT yY U vertruction4�Stomp"D" Base "ofTravel for all transverse— Joints with Dowel Bars DOWEL STAMP DETAIL ;D Fresh Concrete /, TO Y.q^ Pavement Deep Inpression SECTION A -A 1 -6 (Ja,.� Lon itud See Note 2 U� 9 (no is TYPE I Traffic Ione lines match longitudinal joints o�I bars see Note 1 SECTION B -B m� w v, Edge of JPCP, see Note 3 2012 vova� Dara cancers ar To pa,y plans doled NOTES: 1. For details not shown, see Revised Standard Plan RSP P10. 2, Where the existing outer shoulder pavement is asphalt concrete pavement, the "a" dimension shall be 1'-0" and the "b" dimension shall be 2'-0". 3, Side forms shall be used where edge of pavement is adjacent to asphalt concrete. 4. For detail, see Transverse Construction Joint for existing concrete pavement detail on Revised Standard Plan RSP P10. 5, Transverse joint +o match skew of existing joint. Omit dowel bars. LEGEND ® Replace Concrete Pavement (See Slab Layout Detail) Longitudinal Joint (no tie bars) rDowel bars �I Typ, see Note 1 (Longitudinal Joint B 1 (no tie bars) CB, V tB —Transverse Construction Joint, see Note 4 Transverse Construction Joint (no dowel bars) u�Dowel Stamp T F J (q `Longitudinal Joint (n — Longitudinal Joint \\\:::JJJ �" (no tie bars) L%� (no tie bars) TYPE I[ TYPE IQ Traffic lane lines do not match longitudinal Joints For short term repairs < 5 yrs design life or for slab replacements with a cracking and seating operation SLAB LAYOUT See Joint Details, STATE OF CALIFORNIA Std Plan P20* DEPARTMENT OF TRANSPORTATION Joint JOINTED PLAIN CONCRETE PAVEMENT— INDIVIDUAL SLAB REPLACEMENT Cone E.2 NO SCALE ao RSP P8 DATED APRIL 20, 2012 SUPERSEDES RSP P8 DATED MAY 15, 2009, RSP P8 Base DATED SEPTEMBER 1, 2006 AND STANDARD PLAN P8 DATED MAY 1, 2006 - PAGE 123 OF THE STANDARD PLANS BOOK DATED MAY 2006. SECTION C -c REVISED STANDARD PLAN RSP P8 BID NO. B-0 t -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 N O M M C 7A M v IE Joint Existing JPCP Fresh Conc. m yY U a- r Base SECTION B -B m� w v, Edge of JPCP, see Note 3 2012 vova� Dara cancers ar To pa,y plans doled NOTES: 1. For details not shown, see Revised Standard Plan RSP P10. 2, Where the existing outer shoulder pavement is asphalt concrete pavement, the "a" dimension shall be 1'-0" and the "b" dimension shall be 2'-0". 3, Side forms shall be used where edge of pavement is adjacent to asphalt concrete. 4. For detail, see Transverse Construction Joint for existing concrete pavement detail on Revised Standard Plan RSP P10. 5, Transverse joint +o match skew of existing joint. Omit dowel bars. LEGEND ® Replace Concrete Pavement (See Slab Layout Detail) Longitudinal Joint (no tie bars) rDowel bars �I Typ, see Note 1 (Longitudinal Joint B 1 (no tie bars) CB, V tB —Transverse Construction Joint, see Note 4 Transverse Construction Joint (no dowel bars) u�Dowel Stamp T F J (q `Longitudinal Joint (n — Longitudinal Joint \\\:::JJJ �" (no tie bars) L%� (no tie bars) TYPE I[ TYPE IQ Traffic lane lines do not match longitudinal Joints For short term repairs < 5 yrs design life or for slab replacements with a cracking and seating operation SLAB LAYOUT See Joint Details, STATE OF CALIFORNIA Std Plan P20* DEPARTMENT OF TRANSPORTATION Joint JOINTED PLAIN CONCRETE PAVEMENT— INDIVIDUAL SLAB REPLACEMENT Cone E.2 NO SCALE ao RSP P8 DATED APRIL 20, 2012 SUPERSEDES RSP P8 DATED MAY 15, 2009, RSP P8 Base DATED SEPTEMBER 1, 2006 AND STANDARD PLAN P8 DATED MAY 1, 2006 - PAGE 123 OF THE STANDARD PLANS BOOK DATED MAY 2006. SECTION C -c REVISED STANDARD PLAN RSP P8 BID NO. B-0 t -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 N O M M C 7A M v f— f Joint of Concrete Pavement ---------.I .......................:. y Z Longitudinal alignment of dowel bar _ parallel with pavement centerline Horizontal offset tolerance PLAN 6"Offset Longitudinal HORIZONTAL OFFSET TOLERANCE Joint Dowel bars Typ, See Table A — - Transverse �_ Joint of Concrete Pavement Joint a Lon 1tudinal Translation I� fL Longitudinal alignment of dowel bar o m Tolerance para 1181 with pavement centerline. A PLAN LONGITUDINAL TRANSLATION TOLERANCE 6" Offset Longitudinal /Joint TRANSVERSE JOINT DOWEL BAR LAYOUT C Joint of Concrete Pavement Z Longitudinal alignment of dowel bar parallel with pavement centerline PLAN Horizontal skew Tolerance (end to end) Vertical depth C. Joint of Concrete Pavement tolerance dA:— r t REGISTERED CIVIL ENGINEER 0 eC _ f E Cone 0---- - Ia PApril Z0, 2012 or LANs APPROVAL DATE cm 1, " n cancers ar gems sMll.mf b° res moble for lie axurxy ELEVATION To tlaalmptlM plans tlaletl VERTICAL DEPTH TOLERANCE NOTES: -- Z Joint of 1. See Revised Standard Plan RSP P1 for Concrete Pavement typical dowel bar placement and locations. 2. 1%2" Dia dowel bars are +o be used with m a pavement thickness, D, equal to or ^=� o Ey greater than 0.70 feet. For pavement ----- ---- m o thickness, D, less than 0.70 feet, use 11/0' Gone o r Dia dowel bars. r Verticl Skew 3. For widths not shown, see Project Plans. a Tolerance FI FVATinN (End to end) 4. If fresh concrete pavement is placed VERTICAL SKEW TOLERANCE HORIZONTAL SKEW TOLERANCE Dowel bar, match tie bar spacing shown on Revised S+d Plan RSP Pi. -see Note 5 - See Joint Details, Revised Std Plan RSP P20� E Longitudinal Joint, YP Joint (L Joint—.y a New Conc Fresh Cone Hardee Dowel bar V. d R=1/4" Coa+ed with with Coatebond g" See Joint Details, See Note 2--, Typ bond breaker fd breaker Typ _ PlansRSP SP20 a o � ConcJ Cone � o mY E i. a 'o.r r 1'_6" ±1/4" Base Base Dowel bar SECTION A -A TRANSVERSE CONSTRUCTION JOINT DETAIL ml E 5 L Cone „ _ Cone Coated with 1'-6"±1/v Base bond breaker TRANSVERSE CONTRACTION JOINT LONGITUDINAL CONTRACTION JOINT WITH DOWEL BARS Drill hole into existing Drill hole into existing See Revised Std Plan RSP P18 Cone Pvmt, 1%" for Cone Pvmt, 1 W for 111/2" Dia dowel bar, 18/8" 1%2" Dia dowel bar, 1%" for 11/4" Dia dowel bar. for 111/4" Dia dowel bar. Use chemical adhesive Use chemical adhesive to bond bar to existing to bond bar to existing %t Longitudinal Joint concrete. concrete. Exist Conc or Fresh Gone a p Existing C Joint New Hardened Conc Conc L—� Joint 9�� —R=1/" Typ R=1/4" See Note 4 o ----- �. ---- -A- Cone o�c Dowel Bar +1/01 Base Coated with bond breaker TRANSVERSE CONSTRUCTION JOINT FOR EXISTING CONCRETE PAVEMENT Drill and bond loco+ions 'I See Note 4 °1. o Cone Dowel bar, match 1'-6" +1/4" Base tie bar spacing shown on Revised Coated with Std Plan RSP P1 bond breaker LONGITUDINAL CONSTRUCTION JOINT WITH DOWEL BARS See Revised Std Plan RSP P18 BID NO. B-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 adjacent to existing concrete pavement, the top corner of the existing concrete pavement doesnot need to be rounded to the 1/4" radius, as shown. 5. May also use -'f' Dia dowel bars 2'-4" ± 1/4" in length. Center the length of dowel bars at the centerline of longitudinal joint. 1 mu— m Ixe no re �) Dowel Bar Transverse Spacing Table Width between Number of Dowels between Longitudinal Joints Longitudinal Joints STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATIDN CONCRETE PAVEMENT - DOWEL BAR DETAILS NO SCALE RSP P10 DATED APRIL 20, 2012 SUPERSEDES RSP P10 DATED MAY 15, 2009 AND STANDARD PLAN P10 DATED MAY 1, 2006 - PAGE 124 OF THE STANDARD PLANS BOOK DATED MAY 2006. I/ISED STANDARD PLAN RSP P10 Typ L• - Dowel bars spaced ®.1'-0" on center, at transverse joint, see Note 4 Lower runner wires A j upper runner wires Q UA WZ.5 spacer wires welded to Upper Runner Wire Longitudinol Joint or edge of Conc Pavement Dowel Bar U1 i Wire Leg 6" _1 � Upper runner wires � Lower runner wires Longitudinal Joint Dowel Bars � Fasteners spaced at four each side of assembly Upper runner wires Lower runner wires longitudinal Joint or edge of Conc F PLAN DOWEL BAR BASKET (TRANSVERSE JOINT) See Nate 1 1'-6" Arc or resistance weld ends of dowel bars, see poet runner wires y '/a' Min ower runner wires Base SECTION A -A Width Dowel bars � no k 1/2 Pavement thickness Base Longitudinal J0111or edge of C, or edge of Conc Pavement SECTION B -B See Nate 1 Pavement Lane Length or Upper runner wires Dowel bars Var 1 Transverse Joint �z Pavement thickness Lower runner wires Base- NTransverse Joint SECTION C -C See Nates 1 and 4 S May 15, 2009 PLANS APPROV AL -TE a "mss � aiearon,� Pop s � rrcp m Ta axompmy plans d.W 11/2" Dowel bars spaced 0 2'-4" on center at Iona itudinai joint 11/," Typ TyP t Lower runner wires Upper runner wires frame shape ar "A" frame shape are acceptable. Z Dowel Bars 2. Wire sizes shown are minimum required. NI M M C Zo M v u u u R= i/, Dowel Bar Did t I/e' Fasteners spaced i_ atW10 Wire 112.5 space, wires weltled side 3'of four each p side of assembly Upper runner wire Legs to Upper Runner Wlre E v PLAN Z DOWEL BAR BASKET �� Legs (LONGITUDINAL JOINT) See Note 1 v "A" SHAPE Lower runner wire "U" SHAPE NOTES: � ASSEMBLY FRAME DETAILSr i. "U" frame shape assembly shown. Clip Washer Fastener Lower runner wire L PLAN Fastener STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONCRETE PAVEMENT - DOWEL BAR BASKET DETAILS NO SCALE FASTENER DETAIL SECTION D -E) RSP P12 DATED MAY 15, 2009 SUPERSEDES RSP P12 DATED NOVEMBER 17, 2006 AND STANDARD PLAN P12 DATED MAY 1, 2006 - PAGE 125 OF THE STANDARD PLANS BOOK DATED MAY 2006, REVISED STANDARD PLAN RSP P12 IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 frame shape ar "A" frame shape are acceptable. Z 2. Wire sizes shown are minimum required. Lower 3. All wire intersections are to be resistance welded. wire wasner Clip 4. Use tie bar spacing for longitudinal dowel bar locations. See Revised Std Plans RSPB P1, P2, and P3 for tie bar requirements. Base 5. Weld may be at top or bottom of J dowel bar. N Fastener STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONCRETE PAVEMENT - DOWEL BAR BASKET DETAILS NO SCALE FASTENER DETAIL SECTION D -E) RSP P12 DATED MAY 15, 2009 SUPERSEDES RSP P12 DATED NOVEMBER 17, 2006 AND STANDARD PLAN P12 DATED MAY 1, 2006 - PAGE 125 OF THE STANDARD PLANS BOOK DATED MAY 2006, REVISED STANDARD PLAN RSP P12 IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 Tie bars on centers as specified 1�/z Typ YP G Wire Le9- PLAN TIE BAR BASKET (TIE BARS AT LONGITUDINAL JOINT) See Note 1 2'-6" Resistance or arc weld both ends of tie bars, see Note 5 7F6 Deformed tie Dares S vsteners equally spaced four each side of assembly Upper runner wires 11/z' TYP Am -i. Lower runner wires Wil Le Dase� SECTION A -A Paving slab length, as specified Var Tie bars c0 2'-4" on centers l'-3 Min -Upper runner wires 1'/2' TYP Lower runner wires Transverse Joint SECTION B -B See Note 1 11/2" Typ ITransverse Joint R= % Tie Bar Dia + i�IF W10 Wire Upper runner Legs Legs "A" SHAPE ower runner "U" SHAPE ASSEMBLY FRAME DETAILS Clip— Lower lip—Lower runner w Lower runner wi rem Washer Clip Washer Fastener Base May 15, 2009 =LANs A DATE "mss � aiea��i� Pop s � rrc� �m To aaompmq plans d.W NOTES: i. "U" frame shape assembly shown,"U" frame N shape or "A'frame shape are acceptable. 2. Wire sizes shown are minimum required. O 3. All wire intersections are to be resistance Q) welded. 4. Not for use on nondoweled skewed M jointed plain concrete pavement. m 5. Weld may be at top or bottom of tie bar. C M v a Z v a M v ,10 r a Z M CO) ,10i V Fastener STATE OF CALIFDRNIA DEPARTMENT OF TRANSPORTATION CONCRETE PAVEMENT - TIE BAR BASKET �V DETAILS PLAN SECTION C -C NO SCALE FASTENER DETAIL RSP P17 DATED MAY 15, 2009 SUPERSEDES RSP P17 DATED NOVEMBER 17, 2006 AND STANDARD PLAN P17 DATED MAY 1, 2006 - PAGE 126 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP P17 IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 o m L~ ES ETW o L m � N v m m a 0 0 0 N J J � a u 2 a Longitudinal Joint with dowel bars (see Note 3) om 1 > I UO mr i4 ES ES ETW o ETW ES m _ v m v m o a c a L J O O a L U d a tl V U final Joints with Longitudinal Joint Longitudinal Joints with Typ, see Note 4 with dowel bars (see tie bars, Typ, see Note 4 Note 3) 3 LANES WITH TIED CONCRETE SHOULDERS 4 LANES WITH TIED CONCRETE SHOULDERS PLAN PLAN m Edge of Slab, 1f seeeNoie56 b' see Note 5 1 �r D ES 1 ETW o o EmES L m o p c c c m a J J Ja Longitudinal Joints with tie bars, Typ, see Note 5 4 LANES OR LESS WITH WIDENED SLAB PLAN Existing Transverse ^. Joints c m a y J C LC 0 C J V a oCINew a' u° a c zmz Transverse Longitudinal Joints (JPCP only) Isolation Joint, Longitudinal Joint with no tie bars, tie bars, see Note 4 see Detail A CASE 1 PLAN Transverse Joints do align between new and existing o � L~ ES ETW o 0 L N M v m m m a c 0 0 0 0 U d 2 d Longitudinal Joint with dowel bars (see Note 3) ETW ES Q m m v a G o N � a u � a Longitudinal Joints with tie barsTyp, see Note 4 5 LANES WITH TIED CONCRETE SHOULDERS PLAN pm > Edge of Slab, Edge of Slab, *° see Note 5 see Note 5 CI - ES ETW o o ETW ES N M c in c c c c o 0 o J J o — J � Longitudinal Joint Longitudinal Joints with Note 3) with dowel bars (see tie bars, Typ, see Note 5 5 LANES WITH WIDENED SLAB PLAN NEW CONSTRUCTION Location of Longitudinal Joints For JPCP 50'Max Edge of concrete pavement or existing w isolation joint L m m C I v - m 0 LC J U Edge of of c - 0 concrete pavement 0 io coy or new ; isolation z - a--' Existing joint z ' Tr n erse only) w New Transverse Lon itudinal Joint Joints (JPCP only) with tie bars vdj.:- x. REGISTERED CIVIL ENGINEER 1 20, 2012 APPROVAL DITE a colnorna or es ofncers o. 11 ,mf �r /s �Ible for I �axurxy mss aec o ocp M!s pan To se owWq plans dated NOTES: 1. Where Lean Concrete Base is not used as base material, the joint filler material used for the longitudinal isolation joint shall only extend to the bottom of the new concrete slab. See Detail A. 2. Use %" tl/6' dimension for silicone sealant. 3. See Revised Standard Plan RSP P10 for longitudinal joint with dowel bars. 4. See Revised Standard Plan RSP P1. 5. See Revised Standard Plan RSP P2. Joint Sealant Longitudinal Isolation Joint, no tie bars, see Detail A wm �Conc c a J J J U U ca - V 0 C c t"� N m z c ,gyp w w" Existing New Transverse Transverse Joints Joints (JPCP only) vdj.:- x. REGISTERED CIVIL ENGINEER 1 20, 2012 APPROVAL DITE a colnorna or es ofncers o. 11 ,mf �r /s �Ible for I �axurxy mss aec o ocp M!s pan To se owWq plans dated NOTES: 1. Where Lean Concrete Base is not used as base material, the joint filler material used for the longitudinal isolation joint shall only extend to the bottom of the new concrete slab. See Detail A. 2. Use %" tl/6' dimension for silicone sealant. 3. See Revised Standard Plan RSP P10 for longitudinal joint with dowel bars. 4. See Revised Standard Plan RSP P1. 5. See Revised Standard Plan RSP P2. Joint Sealant R-/4" +� �Conc � �z +i m r N T Existing Base [,\\ see Note 1 /z Joint Filler Material, see Note 1 DETAIL A ISOLATION JOINT STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONCRETE PAVEMENT - CASE 2 CASE 3 (INTERIOR LANE REPLACEMENT) LANE SCHEMATICS PLAN PLAN AND ISOLATION JOINT DETAIL Transverse Joints alignTransverse Joints do pq align between new and existing between new and existing NO SCALE LANE/SHOULDER ADDITION OR RECONSTRUCTION RSP PIS DATED APRIL 20, 2012 SUPERSEDES RSP P18 DATED JUNE 5, 2009, RSP P18 DATED MAY 15, 2009, RSP PIS DATED NOVEMBER 17, 2006 AND STANDARD PLAN P18 DATED MAY 1, 2006 - For JPCP and CROP PAGE 127 OF THE STANDARD PLANS BOOK DATED MAY 2006. BID NO. B-0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 N NOTE: 1. Tie bars, dowel bars, and reinforcement are not shown in joint seal details, see Revised Standard Plans RSP P1, RSP P3, PSP P10, RSP P35, RSP P45, or RSP P46 as applicable. Liqu Join sech /z' [ Foan boaN rod 'avement 3/ Compression Seal, nominal surface width s/a' to 3/4'• Ligl Jon a r Sea +1 oaa F/a' DIG Foam Docker M N C Y L C p U Cone v a LIQUID SEALANT COMPRESSION SEAL TYPE A Transverse Contraction Joints W, C- X W+.t"L., RE—TEREC CIVIL ENGINEER rtlrr� � �. 6anCoon r May 15, 2009 C4909� PLANS APPROVAL DATE ole c( col/fwnlo ar c4 "P' T� 14 fis ofT/cars c LI Y IL o"Impdeness K electYMlAo cod sofa fHs ion SV;'L, a ca6 To aaumpalry plans daW 'A" ±V." Pref. v4' 016" med preformed Compression pavement Compression +r Seal, nominal +r ,.1sLsL surface Seal, n mmol Width I/6" to r/z'. = width T r 6�� to Liquid —Top of 0 Id Joint 01 backer rod -r— c+ai* Sealant i or 3pU 3/" DIG 3p yy „ o foam o B backer rod N < c Y M Y U Y v �a F U ~ C ~ VI Cone c Con. Conc E E am o m z v a LIQUID SEALANT COMPRESSION SEAL LIQUID SEALANT COMPRESSION SEAL v TYPE A2 TYPE 8 Longitudinal Contraction Joints Longitudinal or Transverse Contraction Joint r LIQUID SEALANT RESERVOIR DEPTH a Z LIQUID 3/8' Joint Width Type Al Imo— CF Existing Joint Pavement Surface \ Prefpar A. Com ression Seal, nominal width %6" to/z". DIMENSION - = " m I/e Mir, see TabI.A for for rea ter widths Pavement surface (after grinding = e U ¢ Liquid Joint 9M6' ±i/Ie" ASPHALT RUBBER v- 11/16" ±Y." 11/I6" }1/16' and prior to joint sealing) /2 "Al6' 3 o N a SeolonI Foam backer CROP CROP rod Cone Cone COMPRESSION SEAL LIQUID SEALANT TYPE C TYPE R Transverse one Longgltualnal Construction Joints For CROP) Retrofit Transverse and Longitudinal Joints LIQUID 3/8' Joint Width Type Al 1/q" Joint Width/q' Type A2 Joint Width Type 8 SEALANT MATERIAL DIMENSION DIMENSION DIMENSION I/e a b C d e SILCONE 1" ±1/4 5/B, ±i/I6" 15/16" tl/I6 y4' ±1/16' 9M6' ±i/Ie" ASPHALT RUBBER l3/i6" ±YI6" A/4' ai/I6 11/16" ±Y." 11/I6" }1/16' A'' }1/I6" TABLE A (TYPE R JOINT) Sawn Joint Width Backer Rod DiamlAi6" DIMENSION ..f.. DIMENSEON ,.g.. 1" 15/,6" i/1, 21/B., I/e 1 y °A� �� 2" 5/ 7/8" IIIA 11/," /2 "Al6' S/B" 1I/4' STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONCRETE PAVEMENT - JOINT DETAILS NO SCALE RSP P20 DATED MAY 15, 2009 SUPERSEDES STANDARD PLAN P20 DATED MAY 1, 2006 - PAGE 128 OF THE STANDARD PLANS BOOK DATED MAY 2006. EVISED STANDARD PLAN RSP P20 IIID NO. B -0[ -DE- 13 ADDLD PER ADC3ENI]1.EM NO. 2 DATED JULY 30, 2012 M ca N Existing or New 2'-0" HMA Pavement —\ /— See Note 1 N HMA Surfacing Cone c c HMA Base v � U � = T �.5 m 1'-0" Each way N ELEVATION CONCRETE PAVEMENT TRANSITION PANEL rc erse Construction Joint Existina Approach Slab or JPCP Near JPCP t Transverse Construction Joint Dowel bars, see Revised Std Plan RSP P10 N v v Approach Slab, JPCP OR CRCP HMA Pavei or Appro, V� Exist Cone Thickness N "D" Pavement See Structure Plans c Thickness — ______________For Approach Slab details Dowel bars, see Revised Std Plan RSP P10 ELEVATION for construction Joint for existing concrete Pavement (drill and bond locations) detail. TERMINAL JOINT TYPE 1 For Exist JPCP or Structure Approach Slab Q Transverse Construction Joint Thickness Dowel bars, see Revised Std Plan RSP P10 for Construct on Joint detail "D" Pavement See Structure Plans N Thickness For Approach Slab de+ails -\ c ELEVATION TERMINAL JOINT TYPE 2 For JPCP Transition Panel or Structure Approach Slab To wimWaiy Wags daW r Lr VA 11UIV PAVEMENT END ANCHOR For HMA Pvmt or Structure Approach Slab NOTES: 1. Heavy broom finish. 2. Maintain same base thickness as JPCP. Transverse Joint at r Longi+igght udinal angleJoint+o . See Joint details, Revised Std Plan RSP P20 JPCP al bars, see Revised Std Plan RSP PIG STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONCRETE PAVEMENT - END PANEL PAVEMENT TRANSITIONS NO SCALE RSP P30 DATED APRIL 20, 2012 SUPERSEDES R5P P30 DATED MAY 15, 2009 AND STANDARD PLAN P30 DATED MAY 1, 2006 - PAGE 129 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP P3O IIID NO. B -0[ -DE- 13 ADDL"D PER ADDENDUM NO. 2 DATED JULY 30, 2012 1 atch size f Transverse elnforcement Isolation Joint, see Note 7 size of itudinal DETAIL A 6 PLAN STATE OF CALIFORNIA ALTERNATE RAMP TRANSITION DETAIL DEPARTMENT of TRANSPORTATION (for JPCP and GRGP) CONCRETE PAVEMENT - TABLE s RAMP TRANSITION Location Transverse Reinf Longitudinal Reinf NOTES: DISTI COUNTY I ROUTE s EEr 1eTAL #4 a 1'-0" M Ramp Transition (JPOP) #6 0 1'-6" I. Details for gore area paving are applicable to both exit and entrance ramps. 6. Place joint perpendicular to ramp longitudinal joints. Match location of joint with Ramp Transition (CROP) See NSP P4, Table Na. 2 5ee NSP P4, Table No. 1 mainline transverse joints. V A: y ? I ;l Z. Transverse Joint Layouts are not shown. Refer to Revised Standard Plan RSP Pi 1�M�*•r. �+�+e.C./ or Project Plans for details regarding joint layouts, tie bars, and dowel bars 7. Isolation joint detail shown on Revised Standard Plan RSP P18. RE—TEREC CIVIL ENGINEER < not shown. r— « va mon 8. For jointed plain concrete pavement, transverse joints to be spaced from fixed transverse joint May 15, 2009 3. WWF 4 x 4 - W4.0 x W4.0 can be used in place of steel reinforcement for C49092 and shall follow spacing pattern on Revised Standard Plan RSP P1. Minimum spacing shall be 6 feet. onTE _ gore area paving only. r�,10 4 �LI Y IL 4. Omit longitudinal joint when concrete on ramp shoulder is less than 3'-0". 5. Place joint perpendicular to ramp longitudinal joints. Match location of joint Longitudinal Joint at ETWTv with ramp transverse joints. and lonelines, see Note 4 aaompmry plans dafai Ram JPCP Ram Transition Ramp, End Fixed see Note 8 #6 deformed tie bars. 3'-0" Min Transverse See Revised Standard Plan 5'-0" Max Omit longitudinal Transverse Joint, Joint r RSP Pi for tletails not de nt, Typ see Note 5 shook shown Can Ramp 90' a o ES N ZI-0" Min Lone(s) Conc Ramp Transverse O 4'-0" Max v c 2'-0" Min Shoulder o o Joint, see NMA or C 4'-0" Max Gonc Ram Gore Area Paving, o - Note 6 a Omit longitudinal jt �_ __ y see Detail A Conc Ramp - oin N M _ m Isolation Joint Mainline Conc Lane or Shoulder C Transverse Isolation Isolation Jofnt, see Notes 5 and 7 Isolation Joint 2'-0" Min Joint, see Notes 6 and 7 4'-0" Max Vi Mainline Conc Stoultler or Lane m Mainline Conc Lane v Mainline Conc Lane PLAN --I PLAN ALTERNATE RAMP END DETAIL a Z w RAMP TRANSITION DETAIL p � Ramp Ramp Transition Paving, Ramp Langitudinol Isola+ion Joint, see No+e 7 See Nate 1 End see Detail A Joint Fixed Transverse ZI n Omit longitudinal Joint Typ v Ram Shoulder �,m joint, Longitudinal Ramp p�fQ Conc O m Cono Q r 90' o L a contraction joints Lane (s) Ramp � rpt Conc Q o o i Shoulder Conc Ramp Gore Area Paving, y see Detail A Z Base as shown on Project Plans Transverse and Longitudinal Reinforcement, see Table 5 "- 0 0 [solation Joint, Isolation Jofnt, see Notes 5 and 7 T�H-- 3" Clr Transverse see Note 7 SECTION A—A Isola+ion Joint,� (Typ all sides) 0 see Notes 6 and 7 Mainline Conc Shoulder or Lane Longitudinal Reinforcement, lsol anon see Table S Mainline Conc Lane Joint Transverse Reinforcement, see Table S _ 1 atch size f Transverse elnforcement Isolation Joint, see Note 7 size of itudinal DETAIL A 6 PLAN STATE OF CALIFORNIA ALTERNATE RAMP TRANSITION DETAIL DEPARTMENT of TRANSPORTATION (for JPCP and GRGP) CONCRETE PAVEMENT - TABLE s RAMP TRANSITION Location Transverse Reinf Longitudinal Reinf Gore Area Paving #4 m 1'-0" x #4 a 1'-0" M Ramp Transition (JPOP) #6 0 1'-6" iib a 9" Ramp Transition (CROP) See NSP P4, Table Na. 2 5ee NSP P4, Table No. 1 PAVING DETAILS NO SCALE RSP P35 DATED MAY 15, 2009 SUPERSEDES STANDARD PLAN P35 DATED MAY i, 2006 - PACE 131 OF THE STANDARD PLANS BOOK DATED MAY 2006. x See Note 3 REVISED STANDARD PLAN RSP P35 IIID NO. B -0t -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 Z' 0" Dral nage Infe+s, see Notes 1 and 2 X (Drainage Inlets, see Nates 1 and 2 Min 6„ [solation Joint Curb or See Table. 6„ Curb or 6„ Typ 13 sides) Sae Detail "A" Dike Dike T T Edge of Typ yP `pr Shoulder #4 bar, length varies_ See Table A for number Isolation Joint #4 bor Edge of of bars to be used I I� (3 sides) I I I #4 barL Shoulder I tt4 bar _ f�f`� see Detail A A l i p "a I IL _I\II I IL as Typ 94 Darr #4 th 1'-6" \ #4 bar, length bar, len 9 Typ varies. See Note 4 varies. Sse Note 4 Longitudinal Joint, see Revised Std Plan RSP P20 Transverse Joints Cone Shoulder (JPCP only) Cone Shoulder Longitudinal Joint Longitudinal Joint Transverse Joints (JPCP only) Cone Lane Cone Lane I CASE 1 Transverse joint more than 2'-0" clear of drainage inlet wall or no transverse joint Drainage Inlets, see Notes 1 and 2 Isolation Joint (3 sides) See Detail "A" 6 U Curb or Typ n Dike Ty, #4 bar �� --- III I_ I_� Edge of A \ I I I�#4 b r l Shoulder VI 'I (��Y — — — i�=— _ I I �j I \ 4s• ryp I -6 #4 bar, length varies. See Note 4 Typ Z" Cir No dowel bars in transverse joint this shoulder portion only Conc Shoulder Varies, 0' to drainage inlet width Longitudinal Joint Transverse Joint (JPCP only) Cone Lane CASE 2 Transverse joint intersects drainage inlet, or matches drainage inlet all. CASE 3 Transverse joint within 2'-0" of drainage inlet well, or matches drainage inlet wall. Diagonal bars D/2 (See Note5)*4 bars SECTION A -A D = Pavement Thickness vZ del �Liquid joint sealant, f Wsh with pavement surface Joint Filler Material T— Drainage Inlet wall �V.�1 LCB (See Note 3) DETAIL "A"A" + ISOLATION JOINT AROUND DRAINAGE INLET May 15, 2009 ILANI —1. onTE Ta aaompmry plans dates NOTES: 1. Refer to Project Plans for location and Type of drainage inlets. N 2. Topof inlet shall be flush with O shoulder surface. C 3. Extend joint filler material to bottom of Lean Concrete Base. Where Lean Concrete Base is not used as base material, the M Idint filler material shall only extend to the m bottom of the new concrete pavement. C 4. For Jointed Plain Concrete Pavement only. For Continuously Reinforced Concrete Pavement, terminate pavement steel reinforcement 2" clear m from all outside edges of isolation joint. v 5. For Jointed Plain Concrete Pavement only. For Continuously Reinforced Concrete Pavement, Ca see New Standard Plan NSP P4. 6. Dowel and tie bars not shown, see Revised a Standard Plan RSP P1. Z TABLE A DISTANCE BARS X REQUIRED 2'-0" to 1'-6" 2 1'-6" to 9" 1 a X/2 9" or less None STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATIDN CONCRETE PAVEMENT - DRAINAGE INLET DETAILS No. 1 NO SCALE RSP P45 DATED MAY 15, 2009 SUPERSEDES STANDARD PLAN P45 DATED MAY t, 2006 - PACE 132 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP P45 IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 Cal (A Curb or Dike i inlet Depression, see Std Plan 078B ISOIOtion Joint (3 sides) #4 Bars \ I I A I I I\I --�——------------I I I\as° Typ T Dowel bars may be omitted at this transverse joint (Shoulder portion only) Drainage Inlet, ses Note i Edge of I I Should— L. houlder L4.#4 I Bars I I I I I I / is A -------------------�— — I ----- -------------- z" r #4 Bar, 6" length varies. See Note 3 i _6 Typ Transverse Joints (JPCP anly) � Longitudinal Joint Conc Lane CASE A Transverse Joint intersects inlet depression or no transverse joints. Curb or Dike Inlet Depression, see Std Plan D786-, isolation Joint I 3 sides) I I I I I I #4 Bars \ I I A I I I\I _J_ N I Ic�-45° I I \ Typ Typ Typ Typ /// Drainage Inlet, X / see Note 1 See Table A Transverse Joints (JPCP only) � Longitudinal Joint Conn Lane CASE B Transverse Joint within 2'-0" of edge of inlet depression. Edge of Shoulder Bars Longitudinal Joint, see Revised Std Plan RSPP20 (JPCP only) May i9, 2c009 D 49 z m LAP "T,c oa PNS A I I .. S... C........ 0 oft Q W. 9'101° LI Y IL BI I I I -------------- --------------�-7(/ I I I/I = A -------------- -------------- 1-- /I - Dowel bars may be tt4 Bar, I omitted at this transverse joint In See Not ea 3ies. Min (shoulder portion cniy) Transverse Joints (JPCP only) � Longitudinal Joint Conn Lane CASE B Transverse Joint within 2'-0" of edge of inlet depression. Edge of Shoulder Bars Longitudinal Joint, see Revised Std Plan RSPP20 (JPCP only) SECTION B—B Na dowel sera m ISOLATION JOINT AROUND INLET DEPRESSION transverse joint at this shoulder portion only when X is less than 1'-D" STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONCRETE PAVEMENT - Corp Shoulder DRAINAGE INLET DETAILS No. 2 N0 SCALE RSP P46 DATED MAY 15, 2009 SUPERSEDES STANDARD PLAN P46 DATED MAY 1, 2006 - PACE 133 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP P46 BID NO. B-0 [ -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 May i9, 2c009 D 49 z m LAP "T,c oa PNS A .. S... C........ 0 oft Q W. 9'101° LI Y IL joss cf elecirmlo wd sof fNs ion Sa�E pF ��„�, m �o z To accvmpairy plans dated d, v Diagonal bars #4 bars o � O SECTION A—A 0 = Pavement Thickness TABLE A DISTANCE BARS M X REQUIRED m 2'-0” to 1-6" 2 C i'-6" to 1'-0" I 1'-0" or less None Conc Shoulder m - v iV NOTES: CO) Silicone joint sealant, flush with pavement surface. a 1. Refer to Project Plans for location Z and type of droinage inlets. v 2. Extend joint filler material to bottom of Lean Concrete Bose. Where Leon Concrete Bose is not used as base meterlol, the joint filler material shall only extend to the v bottom of the new concrete pavement. s_ 3. For Jointed Plain Concrete Pavement only. For " ° m a Continuously Reinforced Concrete Pavement, terminate pavement steel reinforcement 2" clear r L v Joint t y from all outside edges of isolation joint. Z m FIIler ia a Material r 4. For Jointed Plain Concrete Pavement only. For v F o Continuously Reinforced Concrete Pavement, - see New Standard Plan NSP P4. LCB (See Note 2} Of SECTION B—B Na dowel sera m ISOLATION JOINT AROUND INLET DEPRESSION transverse joint at this shoulder portion only when X is less than 1'-D" STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONCRETE PAVEMENT - Corp Shoulder DRAINAGE INLET DETAILS No. 2 N0 SCALE RSP P46 DATED MAY 15, 2009 SUPERSEDES STANDARD PLAN P46 DATED MAY 1, 2006 - PACE 133 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP P46 BID NO. B-0 [ -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 LFaceangle See Anchor Detail B on Std Plan D74C) 5 atter and curb height, see Table B i V— qu Iter flowline depression m TJ 2-8" J- r y when used SECTION B -B with curb PLAN TYPE GO 4'-31/2' m ut x _ 0 L31 /z' x 3" x I/d' 1 N 31/2" x 1/4" Bar O L4" x 3" x 1/f' �F * Y'4" 0 Holes required only with trash rack GRATE FRAME FOR TYPE GDO INLET Scoring line Dike or curb when used with cur E"R 1 T A II A jI 1 Anchors (Face angle) T_ 4'-g" T r --I 1 PLAN TYPE GDO Face angle (See Anchor Detail B on Std Plan DT4C) For curb better and a' curb height, see Table B Trash rack to -'{ �+ Batter lar gu++er flowline depression be used at pump " �0 1'Mox in shouldr location stallations Only 11Hl SECTION A -A pis/s" x 3%" Keys L4" x 3" x I/q" *L3 12" x 2" I/4" \ Long Min 0 @ 2"l/2W—V23X x �� x 3,_41/2" \ as required TRASH RACK (For use with pump installation) TABLE A CONCRETE OUANTITIES H=3'-0" TO 8'-0" (T=61 H=8'-1" TO 20'-0" (T=8") 6" ADDITIONAL ADDITIONAL TYPE H=3'-0" PCC H=8'-1" PCC 2" PER FOOT PER FOOT (CY) (CY) (CY) (CY) GO 1.24 0.245 3.39 0.346 COO 1.62 0.322 4.36 0.446 Table based on 8" floor slab, no deduction for pipe openings, and curb type giving highest quantity of concrete. No deductions or adjustments are to be made to these quantities because of pipe openings, different floor alternatives or different curb type. TABLE B CURB NORMAL CURB TYPE CURB HEIGHT BATTER DIMENSION DIMENSION A7-6 6" 111/2' T+71/2' T+61/2' AI -8 8" 2" T+7" T+6" B1-6 6" 4" T+5" T+4" Type A Dike 6" 3" T+6" T+5" iai;�ss ce�.e -N"" "s tMs N- To —wpany dans doled NOTES., 1. "H" is the difference in elevation between the outlet pipe flow line and the normal gutter grade line undepressed. 2. For "T" wall thickness, see Table A below. 3. Wall reinforcing not required when "H" is 8'-0" or less and the unsupported width or length is 7'-0" or less. Walls exceedinq these limits shall be reinforced with *4 0 18"± centers placed 111/2' clear to Inside of box unless otherwise shown. 4. Inlet bottom reinforcing not required. See Standard Plan D74C for alternative reinforced bottom. 5. Steps - None required where "H" is less than 2'-6" Where "H" is 2'-6" or more, install steps with lowest rung l'-0" above the floor and highest rung not more than 6" below top of inlet. The distance between steps shall not exceed 1'-0" and shall be uniform throughout the length of the wall. Placesteps in the wall without an opening. Step inserts moy be substituted for the bar steps. Step Inserts sholl comply with State Industrial Safety requirements. See Standard Pian D74C for step details. 6. When shown on the project plans, place a I'4" plain round protection bar horizontally across the length of the opening and bend back 4" into the inlet wall on each side. 7. Pipe(s) can be placed in any wall. 8. Curb section shall match adjacent curb. 9.Basin floors shall have wood trowel finish and shall slope toward the outlet pipe as shown. 10. Galvanizing - See Standard Specifications or Special Provisions. 11. See Standard Plan D77A and D77B for grate and frame details and weights of miscellaneous iron and Steel. 12. See Standard Plan 078A for gutter depression details. 13. Full penetration butt welds may be substituted for the fillet welds on all anchors. 14. Standard square, hexagon, round or equivalent headed anchors may be substituted for the right angle hooks on the anchors shown on this plan. 15. Cast -in-place or precast alternative is optional with contractor. See Standard Specifications. 16.Cost-in-place inlets to be formed around all pipes/stubs interseeing the inlet and concrete poured in one continuous operation. Precast inlets shall have mortared pipe connections conforming to details for Type GOP inlets on Standard Plan D75B. See Standard Specifications for mortar composition. STATE OF CALFDRNIA DEPARTMENT OF TRANSPORTATION DRAINAGE INLETS NO SCALE RSP D74B DATED JUNE 15, 2007 SUPERSEDES STANDARD PLAN D74B DATED MAY 1, 2006 - PAGE 150 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP D74B BID NO. B-0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2 012 Cast 1" x 21/2" slot Type 36R grate (see Notes 5 and 9) In pipe to receive lug Squared end N N E 0 Mortar o'a v 11 ex Si OD+3" 0 Dia piped+ 1'-4" SECTION A -A TYPE GCP CONCRETE PIPE INLET WITH GRATE Slot 1/4" Checkered 1/a' Checkered IE iv 11/x' Hole Tack weld 1'-6" x 1/4" heat-treated chain to lug and cover (See Note 8) x 11" 11/z' DETAIL "E" Dia=3'-6"t 2!-d' 0 ntn \\ // I/4 Checkered It cover See Detail "E" - ID+3" - See Detail "F" �o�(See Section A -A for bottom design) SECTION B -B TYPE OCP or OCPI CONCRETE PIPE INLET WITH STEEL COVER (See Note 6) Slot >•'�' x 21/" C DETAIL T" See Note 7 LD 3/s" Min Dia x 1'-3" i4 Bent as shown See \ / clinched on the in 1/4' Checkered e ��G11til/4" o<eoo 11A 2" x 6" Redwood SECTION C -C C DETAIL T" See Note 7 LD I _ 20d Galv nails See \ / clinched on the Detail underside ��G11til/4" 2" Redwood top 2" x 6" Redwood NOTES: Mort a o 1. For details of steel pipe inlets, see Standard Plan + + O a e= 0 C + Q SECTION D -D TYPE OCP or OCPI CONCRETE PIPE INLET WITH REDWOOD COVER (See Notes 6 and 10) WE June 6, 2008 -NS APP—AL DATE sane of cormmna v rs nmccs a 'a'Rs sMll mr � respa�slble far FI" oaw,raq To accompany pons dated wl M M dc Fn M Q STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONCRETE PIPE INLETS NO SCALE RSP 0758 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN DTSB DATED MAY 1, 2006 - PAGE 153 OF THE STANDARD PLANS BOOK DATED MAY 2006. EVISED STANDARD PLAN RSP D76S BID a B-0 [ -DE- 13 ADDLD PER ADDENDUM IVCD. 2 DATE JULY 30, 2012 a z Q NOTES: a 1. For details of steel pipe inlets, see Standard Plan M DTSA. Q 2. For details of ladder and steps and when ladder or steps Redwood cover are required, see Standard Plan D75C. Peen end of eyebolt 3. Inlet pipes shall not protrude into basin. r 4. Except for role+s used for function boxes, basin floors shall Weld - have minimum slope of 4:1 from all directions toward p eyebolts outlet pipe, and a wood trowel finish. - w/washers 5. See Revised Standard Plan RSP D77A and Standard Plan D77B M a for Grate and Frame Details and Weights of Miscellaneous Iron and Steel. W 1'-6" 1 " heat- /� 6. Designation of Type OCPI pipe inlets on plans indicates trash of treated chain (See Note 8) raks are to be furnished and installed on all side openings. S.O. Stondard Plan D75C for Trash Rack details. DETAIL"G"number 7. More than one side opening may be required. Location and as ordered by the Engineer. Opening may be cast in pipe. 8. Chain to be provided when specified. 9. Place pipe so bars of grate will be parallel with main surface flow. 10. Redwood covers shall only be placed at locations designated on the pions. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONCRETE PIPE INLETS NO SCALE RSP 0758 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN DTSB DATED MAY 1, 2006 - PAGE 153 OF THE STANDARD PLANS BOOK DATED MAY 2006. EVISED STANDARD PLAN RSP D76S BID a B-0 [ -DE- 13 ADDLD PER ADDENDUM IVCD. 2 DATE JULY 30, 2012 BID NO. B-0 [ -DE- 13 ADDLD PER ADC3ENI]1.EM NO. 2 DATED JULY 30, 2 012 X / X X X X � Grate bars ROUTE MMES SHEET TOTAL 1sr couNry R o it 11 it till 110IIIIIH fill if REG TEREP CIVIL p0 FESSfONa� ENG ER �a¢m Fillet -r\i a Fri January 18, 2008 carsre PLANS APPRavAL DATE - °r frs aVll a ca DETAIL C 31/i' x 1/2^ Bars To aconVany plans GaW 3�/2'' x �/2'' 31/2 ' x ii/2" 314''x /2'' Be, Bar Bar � � I rvp CAST END BLOCK NOTES• TYPE 18- TYPE 24-9 TYPE 24-12 '/e p g' Clear spacing, 13/g" Clear spacing. M M 1. Grate type numbers refer to approximate 1" Hole width res ec+[ in Inches and number of bars re c Ive y N O se in locations off Use within the Use within th9land roadbed on highways the roadbed on all roadbed on highways x Ball /� Y y - ' where bicycles types of highways. Where bicycles andways A Lw- A 2. Contractor has thea tion of usin cast + - p g nec for iron, cast steel, welded, bolted, Q) pedestrians are pedestrians are excluded. xcluded. -�� 1„ ar cast end block grate. ee Detail c SECTION A-A 3. See Special Provisions for requirements RECTANGULAR GRATE DETAILS END OF BAR pertaining to galvanizing or asphalt dipping M (See table balow) ALTERNATIVE CAST NODULAR IRON ALTERNATIVE of grates and frames. < GRATE OR CAST STEEL GRATE WELDED GRATE 4. Rounded top of bars optional on all grates. Spacing same as for 5. Pipe inlets with a grate shall be placed 1/4„ L4" x 3" z 1/4" e surface flow parallel direction of principle weldedor o grate � ci le m Type 9 I/o� L4' x 3" x 1/4 0 Anchor G.Pull penetration butt Ids may be Type 18 grate = m substituted for the fillet welds on ail anchors. 1/4" 3'-4T/e° Bar 7. Standard hexagon, or q ',31/z" -H Jrl x x 2s square, round equivalent headed anchors may be a Y,, / / �/i6 >#4 Min anchors #4 Min 2"L— Anchors 6"on SECTION B-B .{.)-� substltunol for the right angle hooks the anchors shown on this plan. Bdtn ends held Z cn CROSS SECTION C#4 together by solid B. Grate and frame weights ore based on � Type 24 (Thru frame) casting welded grates (weights of face angles, steps, protection hors, etc. are not grate = 2'-0", in Z"L Anchors 3'-5/5" a ded). Type 18 n grate = i'-s" 6" NODULAR ALTERNATIVE CAST IRON OR CAST /4 3 4 L4" x 3" x 1/q" Anchor c_ STEEL END BLOCK GRATE in 3/2" x 1/41' x 3'-41/0' Bar i a 3'-55/a' L4 x 3 x 1/4 C SECTION C-C Z 31/2" x 1/4" x 3'-41/8' Bar TYPICAL FRAME ALTERNATIVE ANCHOR FOR RECTANGULAR FRAME 5/a' or 3;" Rales M TYPICAL FRAME LONGITUDINAL SECTION (For details not shown, See Rectangular Frame Details) 5/8, w �'-'� N (Thru frame and grate) g 1'-11 /g" � RECTANGULAR FRAME DETAILS WEE"T `� INLET TYPE GRATE TYPE GRATESD p (For oil rectangular grates) GDO 24-12 2 634 3i z" v Bars BAR SPACER V GOl-, 24-12 , 326 WELB" GOL-10 24-12 1 326 BOLTED END BLOCK m N INLET TYPE COVER TYPE Go,G1 OS PLATE 179 ,G2,G3,G4 (TYPE 24) 24-9 1 263 31/z' x 1/21/z' ¢bolts for 5/e" holes 24-12 1 326 Bars or 5/B' 0 baits for Y4° holes OL-7 PLATE 170 Cut washers GRATE BAR SPACING TABLE oL la PLATE 170 G4 (TYPE 18),GS,G6 18-9 1 249 Saocer Spat weld or peen ALTERNATIVE SPACER OL-14 PLATE 170 No. GT1 18-9 2 498 Xi J.See table W = I%" or 2" CLEAR BAR OIL 21 PLATE 170 TYPE Of SPACING x OCP PLATE 112 GT2 GT3 11 2 498 24-12 2 652 BOLTING DETAIL STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION BARS °GPI PLATE 112 GRATE DETAILS 18-9 9 1W, t1/." DCPI REDWOOD 4z 074 24-1z z s5z ALTERNATIVE BOLTED GRATE 24-9 9 2" 1 OMP PLATE 177 NO SCALE 24-12 12 1%- 11/4' OMPI PLATE 1 177 1 TRASK RACK 22 RSP 077A DATED JANUARY 18, 2008 SUPERSEDES STANDARD PLAN D77A BASIS FOR MISC IRON & STEEL FINAL PAY WEIGHTS FOR DRAINAGE INLETS DATED MAY 1, 2006 - PAGE 155 OF THE STANDARD PLANS BOOK DATED MAY 2006. see General Notes, No 8) REVISED STANDARD PLAN RSP D77A BID NO. B-0 [ -DE- 13 ADDLD PER ADC3ENI]1.EM NO. 2 DATED JULY 30, 2 012 IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 U noIstu rbed� Slope Key Trench at L] Per Conform Hinge Point (See De+ail E) Upper Entrenchment Key Trench LcceN L s acu,rec �,o �'"s��aay Key Trench a+ Tap o{ Slope Top of Slope Shown E) (See De+ail C) June 5, 2009 J a ta4 (See Detall C) PLA- APPROVAL DATE x k k 'k- — kf } _ _ ` _k ��Papo m➢lege eca➢les of Ns ppm Of LAl\w k Rolled Erosion �f_.x_ CartrO Pradaat k k,f :;.._.- k kff k Y, k k kf x k kff k I GH Ta accompany plans dated Fastener Typ y x kf x k/' x NOTE: Rolletl Erosion Control Produc� (Fastener Pattern os x x per the Manufacturer's Preva(p kf �_ U 9 Wlntl III �I�L 1. Fiber Roll/Compost Sock shown for reference purposes only. rstruct'ars) r _- x x kf k111111111111111111111111111111111111 —111111II II1111111— Fastener TYP \ x �f k Rolled x �f k _ - _j1 ISI l x � 2. If transverse rolled erosion control product joints are required an slopes, see Detail B. y Eros7oud'nal Erosion Control Product x Joint Typ kff kf xff x H H 6 k k kf �II 0 (5ee Detail A) kff k xff k _=III= kff k k 111 III— O Key Trench at Toe of Slope (See De+al D) Lower Entrenchment k f xf k x f III III=III III- Key Trench a+ Toe x k x III III IIF o{ 51ope Shown kff �� k k f f k f X _ (See Detail D) k kff x ,ISI I+ k kff k kf _ f k Rolled Erosion Control Produc� Key Trench \\\\\\\\\\\\ Backfill and Tamp still 0) Z x kff k 11_11 1 IIIIIIIIIIfl Fastener C k Yf ,� , FIder Rall/ e _ k II III= VIII= III Compost Sock Ke Trench at Y III—= m— 1. (see No+e 1) Undisturbed Ca Lower Conform See Detail F) —III— l jJ—�I� E Slope tarbed Slope GII h1IFill11�11� 11 SECTION a Z SECTION ISOMETRIC � DETAIL F a ROLLED EROSION CONTROL PRODUCT ROLLED EROSION CONTROL PRODUCT KEY TRENCH AT 70 ON SLOPE WITH VARIOUS KEY ENTRENCHMENTS ON SLOPE LOWER CONFORM Rolled Erosion Control Product Prevalllnq Wind Covered Edge Overlapping n Edge Overlap Rolled Erosion Control Product Key Trench Backfill end Tamp Fastener Typ L Hinge Point Rolled Erosion Control Product Soil Key Trench 2'-0Min Backfill and Tamp Fastener Rolled Erosion control Product Toe of Slope Key Trencah Backfill nd Soil Tamp SolI Undisturbed Slope Fiber Roll/ Compost Sock (see Note t) Fastener Key Trench Backfill and Tamp Soil Z Z ui Fosterer n Flt aw / Fastener TYP _ Rolled Erosion Control Product �� Over 1 a p PERSPECTIVE SECTION SECTION SECTION SECTION DETAIL A DETAIL B DETAIL C DETAIL D DETAIL E LONGITUDINAL ROLLED EROSION TRANSVERSE ROLLED EROSION KEY TRENCH AT KEY TRENCH AT KEY TRENCH AT CONTROL PRODUCT JOINT CONTROL PRODUCT JOINT TOP OF SLOPE TOE OF SLOPE UPPER CONFORM STATE OF CALIFORNIA ROLLED EROSION DEPARTMENT OF TRANSPORTATION CONTROL PRODUCT NO SCALE NSP H53 DATED JUNE 5, 2009 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. NEW STANDARD PLAN NSP H53 IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 FIST COUNTY ROUTE POST NILES SHEET TOTAL TOTAL PROJECT NO. SHEETS Direction of Travel --- 0- 2 REG CIVIL ENG ]NEER I`— 'IV e4z �lagell M400LBS 700LBS 1400E 14001-8 1001-8 Tyra R O O io c ' N xarker �y D. IIaN oa0e DATE a 9 June 6,APPROVAL Panel 20GL85 200LBS 400LBS 400LBS Temporary rai I i ng (T K) or fixed ob ect rro srma ar cmmamo o. rrs am�rs �. a •¢� am oa&ns smn arm Bc.�smla r"� r o�W�oq q a��s a� ro wry Ns qo" >F� +� O 7001-85 1400E NOOLB 1001-8 c I . areern �,�w''� N To aa:ompaTN polls Oaied Direction of Travel --!• ox Direction of Travel-4m- ox Temporary railing �(TYpe K) or fixed obstacle ARRAY TU1 or Approach speed 95 mph or more Type R 14001-8 14001-8 14 1001-8 iv c �1i Marker 14001-8 Panel of 4001-85 700LBS 14001-8 14DOLB 1400LB 1400LB 100 ax Direction of Travel --a- (14�) 19001-6 1400LB 14001-8 2100 N Type R Marker 1400LB 1400LB 4001-8 100LB �i o Panel 4001-85 TOOL05 14001-6 Temporary railin (T K) fixed Direction of Travel --)♦ m a or ob ect � � 11aa6 uao uoo1-E 400L8 �° � ARRAY ' TU17' -_ Approach speed less than 45 mph Direction of Travel --Mb- -`ARRAY ARRAY'TU11' z NOTES: Approach speed less than 45 mph a 1. XXX Indica+es and filled module location and weight of sand in pounds for each module. Module spacing is based on the greater diameter of the module. Travel --401- o _ 3� 3.. x ax 2. All sand weights are nominal. Direction of 2'� -I a z 3. Temporary crash cushion arrays shall not encroach the traveled way. a Module Module D1d D1a on 4. Place the top of Type R marker panel 1" below Type R 400LBS 700LBS 40GLB 14001-8 21001-8 the module ltd. Marker 5. Refer to Standard Plan A73B for marker details. 200LB5 2001-85 4001-85 4001-85 400LB5 700LBS 400LB 14001-8 100LB Panel O O O O a a - x o — $ o PLAN n� 6. Apprerta.oach speeds indicated conform to NCHRP 350 Report � 400LBS LL crl+ 4001-85 1001-85 400LB 14001-8 1DOLB O O `a 6 Max � Modules 7. Use of pallets is optional. � � Direction of Travel ARRAY 'TU21' Pallet STATE OF CALIFORNIA Approach speed 45 mph or more Roadway surface DEPARTMENT OF TRANSPORTATION ELEVATION TEMPORARY CRASH CUSHION, SAND FILLED CRASH CUSHION PALLET DETAIL (UNIDIRECTIONAL) See Nate 7 NO SCALE RSP T1A DATED JUNE 6, 200E SUPERSEDES STANDARD PLAN T1A DATED MAY 1, 2006 - PAGE 211 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP T1A IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 N N June 6, 2008 on'e a a ., sfine ar cmvamo o. arr �s �. Wa •Si70_09 a'ifs sMll mf � resgmrlble for Ne occuraq �,. �> Direction of Trovel x Temporary railing (Type K) or temporary end of 2-0" hoz concrete barrier oY temporary end of thrie beam To a(mmpa/y pons Oared Type P barrier or fixed ,bjec+ Marker O� 40 wa 1400LB5 100L8 Panel 400LBS lOaBS 4001.8 c 40 1400E 400LB IOaB a � A% Direction of Travel --li- ARRAY 'TR11' Approach speed less than 45 mph Type P Marker Panel ZOOI.BS 200LB5 waes400185 t— Direction of Travel Temporary railing (Type K) or temporary end of 2 -0" concrete barrier or temporary end of three beam barrier or fixed object 400L85 700LBS waB 14001B IOa 400L85 IOOLBS waB 190018 10a Direction of Travel �► ARRAY 'TB14' Approach speed 45 mph or more I � x 3.. ax inl Module Module Dla Did PLAN 6' Max Modules x Pal let r Roadway surface CI CVATTniki CRASH CUSHION PALLET DETAIL See Note 7 NOTES: 1. XXX Indicates sand filled module location and weight of sand in pounds for each module. Module spacing Is based on the greater diameter of the module. 2. All sand weights are nominal. 3. Temporary crash cushion arrays shall not encroach on the traveled way. 4. Place the Type P marker panel so that the bottom of the panel rests upon the pallet. 5. Refer to Standard Plan A73B for marker details. 6. Approach speeds indicated conform to NCHRP 350 Report criteria. 7. Use of pallets is optional. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TEMPORARY CRASH CUSHION, SAND FILLED (BIDIRECTIONAL) NO SCALE RSP TIB DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN TIB DATED MAY 1, 2006 - PAGE 212 OF THE STANDARD PLANS BOOK DATED MAY 2006. BID NO. B-0 t -DE- 13 ADDLD PER ADC3ENI]L.EM NO. 2 DATED JULY 30, 2012 M M C m v a v a v r a z M Edge of traveled Edge of Edge of traveled Edge of shoul Direction of travel --!• See Note 4 Marker ^ ^ 1400L8 1400E 100LB �?= / Temporary railing (Type K) Panel or fixed object See Note 3 ARRAY 'TS11' Approach speed less than 45 mph See Note 9 Direction of travel --41- 'ay >.ray See Note 4 400LB5 700L85 1400L0 1400 1001.8 `011111. / Temporary railing (Type K) T P / or fixed object Ma neer 200LB5 200LBS 400L85 400L85 �� !/ See Note 3 ARRAY 'TS14' Approach speed 45 mph or more See Note 9 3.. 3.. x az a�` inZ Module Module Da Da PLAN$ 6 Modules Max Pallet vl� Roadway surface _ ELEVATION CRASH CUSHION PALLET DETAIL See Note 11 June 6. 2008 II To o(xwmpdry plans doted NOTES: 1. XXX indicates sand filled module location and weight of sand in pounds for each module. Module spacing is based on the greater diameter of the module. 2. All sand weights are nominal. 3. The temporary crash Cushion arrays shown on this plan shall be used only in locations where there will be traffic on one side of the temporary crash cushion array. 4. If the fixed object or approach end of the temporary railing m is less than 15'-0" from the edge of traveled way, a temporary C crash cushion is required in a construction or work zone. 5. Temporary crash cushion arrays shall not encroach on the traveled way. m 6. Arrays for median shoulders shall conform to details shown 0 on this plan for outside shoulders. 7. Place the Type P marker panel so that the bottom of the panel rests upon the pallet and faces traffic. 8. Refer to Standard Plan A73B for marker details. a 9. For shoulder widths less than 8'-0", appropriate approved z crash cushion protection, other than sand filled modules, v shall be provided at fixed objects and at approach ends of temporary railing. The specific type of crash cushion shall be as shown on the project plans or as specified in the M Special Provisions, or if not shown on the project plans or specified in the Special Provisions, shall be as approved by the Engineer. 10.Approach speeds indicated conform to NCHRP 350 Report criteria. r 11. Use of pallets is optional. a z M STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TEMPORARY CRASH CUSHION, SAND FILLED (SHOULDER INSTALLATIONS) NO SCALE RSP T2 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN TZ DATED MAY 1. 2006 - PAGE 213 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP T2 BID NO. B-0 [ -DE- 13 ADDLD PER ADC3ENI]L.EM NO. 2 DATED JULY 30, 2012 Precast concrete panel, Typ Bolt connection, Typ -a*—see "TYPICAL PANEL on i see Std Plan T3 Std Plan T3 for detail e eIFo e • a --► PLAN Capped stake, Typ I RAILING STAKING CONFIGURATION FOR TWO-WAY TRAFFIC See Note 1 Precast concrete panel, Typ ,1 Bolt connection, Typsee Std Plan T3 Capped stake, Typ see TYPICAL PANEL" on �\:J Traffic side Std Plon T3 for detail t� OR --N� PLAN RAILING STAKING CONFIGURATION ADJACENT TO AN EXCAVATION See Note 2 Pavemen see Note l' To wcvmpany plans OoW NOTES: 1. Where Type K Temporary Railing is placed as a temporary or Ion term barrier in two-way traffic on highways with less than 24" from the edge of traveled way, use four capped stakes per every other panel with end panels staked. 2. Where Type K Temporary Railing is placed 3" to 24" from the edge of an excavation on highways, use two capped stakes per panel along the trafffc side. 3. Staked Type K Temporary Railing must be supported by at least 4thick concrete, hot mix asphalt or existing asphalt concrete pavement. 4. The minimum yield strength for the washer must be 60,000 psi. 5. Direction of adjacent traffic indicated by --a—. Traffic this 3/g� „' —Washer ' side only 3� V see Note 4 3" To 24" Pavement, _ 4 #8 Deformed _ Excavation rebar ASTM see Note 3 ti AT06 Grade 60 Slotted n hole Capped stake SECTION J -J CAPPED STAKE DETAIL STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TEMPORARY RAILING (TYPE K) NO SCALE NSP T3A DATED MAY 20, 2011 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. IIID NO. B-0 t -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 BID NO. B -0I -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 51/a' 2'-11/z' 31/z" See Detail A-1 j^ see Detail B -t See Detail C-1 41/q" aosr Rheso�Esneer rora� rora� aRcr nEErs No. s REcisrE Eo CIVIL ENGINEER e�w. Edvarm f� November 17, 2006 036196 PLANS aPareovnr DATE s 2" 9enou nai ce�Piis°r°rns�i BSN �r iris p� '2 u,�� sx�. BLOW6a�(i„4i� CA& Yf T / FO(B BFO ®®®®®®®®®®®®® CONE ZONE4 Sign Overlay Panton #299 Blue u 4%"6%” S� Blue WhiteS. P To oocwWry dans dohxl Seea �,� ;• w -See Note 5 - Panton #326 creen7 ;,,+ Hlghwey B1,e O iv N fon � _ —f�� NOTES: b Not. 1 Your I'mMan� } ®®®®®®®®®®®®®� -� ��— NE ON �� 1. The sign messages Shown for type of project and fund types are examples only. See the Special Provisions for thea licable type of P p ..IJ I G H W A y CONSTRUCTION,, O N S T R 11 C T I O N ,. T99 E� 9-9 52 E� 9 9`2 3 9 9l E9 Es 9 E3�9`2 _ a� a� J- ��AT O �s" J -4 -A- —� N N \ PP used. project and funs type messages +o be used. 2. Except as otherwise shown the end YEAR OF COMPLETION' 08 i of w - 7 Orange n v a n sign shall be black on a white background (non -reflective). "B-1" FEDERAL HIGHWAY TRUST FUND -PWhite STATE HIGHWAY FUNDS - SANTA CLARA COUNTY TRANSPORTATION FUNDS o a -t DETAIL A-1DETAIL B-1 (see Note 3) v ��4�'a 3. The border of the signs and details and "B-2" shall be blue (non -reflective). 4. The diamond In details "C-1" and "C-2" shall M iu �o BS%e, 21`x" be blue for the background9 of e, message, " SLOW FOR THE CONE ZONE", and white background for the orange cones. The color and type of "SLOW See/ Detail D-1 1 11/9' Blue (See Note 3) 7'-6" Note 1 Blue Triscallion 2'-1" Font for the FOR THE CONE ZONE" message shall be: "SLOW" white D; "FOR THE" white D; "CONE" orange Arial font; "ZONE" white Arial font. TYPE Whfte Background i o DETAIL C-1 (See Note 4) 5. Year of completion of project construction shown on the overlay is an example only. �� See the Special Provisions. Black Lettering Use the Project involves Federal Highway J DETAIL D-1 6. when Trust Fund. N 9" 1'-1011/2' 6" 4'-0" 511/z" 2'-10" 7" (See Note 6) 111 /z° 107/6" 11 1 /2" � t See Detail A-2 See Detail B-2 We" 71/4" 3" 7" /81/e" \?:p See Detail C-2 Panton #299 Blue #326 Green _ w o O v ± Highway Blue White Blue / Orange , c ��> �a®o " o �� ^�Panton \ �� _ M Ix Dollars THEn _ ® ®®®®� ONE AT WORK ¢S¢�FOR it M Z ♦� Note I- o 1 Sign Overlay ' —see Note 5 DETAIL A-2 s, } DETAIL B-2 (See Note 3) Orange 41i� r White 3%2' 11 s/S" 1 I" 31/2' ~ IGHWAY CONSTRUCTION YEAR OF COMPLETION: DETAIL c -z v $� a FEDERAL HIGHWAY TRUST FUND-- HIGHWAY FUNDS---- - v Blue i Triscallion4of "STATE Backgroun (See Note 4) OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRANSPORWhite �STATE SANTA CLARA COUNTY TRANSPORTATION FUNDS SPI M�4,�d� CONSTRUCTION PROJECT I Black Lettering— FUNDING `Blue Q DETAIL D-2 IDENTIFICATION SIGNS See/ Detail D-2 1, 4„ (See Note 3) See (See Note 6) NO SCALE Note 1 RSP T7 DATED NOVEMBER 17, 2006 SUPERSEDES STANDARD PLAN T7 TYPE 2 DATED MAY 1, 2006 - PAGE 217 OF THE STANDARD PLANS BOOK DATED MAY ZOD6, DEVISED STANDARD PLAN RSP T7 BID NO. B -0I -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 N W N SECTION TEMPORARY FIBER ROLL TYPE 1 6'-6" Below Grading Conform Stake Rope Fib, Notet Stop. St< Ro F SECTION PLAN TEMPORARY FIBER ROLL TYPE 2 Grading Conform or Top of Slope f F Fiber Rolls Spaced Equally Along SlopeSee ( Notes) Fiber Rolls Spaced / Equally Along Slope (See Notes Stagger Joints / 5'-0" to 10'-0" 5'-0" Above Toe of Size �. Grading Conform or Toe of Slope PERSPECTIVE TEMPORARY FIBER ROLL (TYPE 1 6'-6" Below Grading Conform Fiber Rolls Spaced Equally Along Slope (See Notes) f Varies Slope Inclination I Fiber Rolls Spaced Equally Along Slope — Fiber Roll Excavated Material 5'-0" Above Toe of Slope '/ gA✓�hM `ygOSCIPE oI1 A recr � ink Ap rll 3'O09 LANs AaaRovAL DATE a se �oT� i�omo o� nb orrice To aarompaly plans doled :ke /2' x '/2" NOTES: Notch 1. Temporary fiber roll spacing varies depending upon slope inclination. ELEVATION 2. Installations shown in the perspectives are for slope inclination of 10:1 and steeper. STAKE NOTCH DETAIL Grading conform or Top of Slope ZStaggeer/Joints 5'-0" to 10'-O" /. /11 Varies Slope Inclination Fiber Roll WIM r'—/ STATE OF CALIFORNIA Gratling Conform DEPARTMENT OF TRANSPORTATIDN ar Toe of Slope TEMPORARY WATER POLLUTION PERSPECTIVE CONTROL DETAILS TEMPORARY FIBER ROLL (TYPE 2) (TEMPORARY FIBER ROLL) No SCALE RSP T56 DATED APRIL 3, 2009 SUPERSEDES STANDARD PLAN T56 DATED MAY 1, 2006 - PAGE 232 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP T56 BID NO. B-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 N Cn S �er F L Sheet Flow SECTION A—A o �nl�yc nncl aPle 'onion control Blanket Geosynthetic Fabric near Sediment Barrier 'emporary Silt Fence Shown) ch 0 ° Rocks fuse for cLL concentrated flow) U Drainage Inleoa F� a9a'Rs�Mll mf � resgmrlble for ilesxcura� n 4E t) nage Inlet areera^u °^mss rr el m v r don Control Blanket Tooaaxnpunyplansd" eosynthefic Fabric or sediment Barrier iporary Silt Fence Shown) NOTES: 1. See Standard Plan T51 for Temporary Silt Fence. 2. Dimensions may vary to fit field conditions. N SECTION B—B taple ediment Trap 0 r 0 L ; c Rocks use for concentrated flow) S� o �Drainage [nl et o.A /oy, Zoe Erosion Control Blanket or Geos ntheti Fabri —Erosion Control Blanket or Geosynthetic Fabric — I I — — — — —I y c c (Secure with staples) (Secure with staples) I ISI � I f Edge o4 sediment Trap ISI I Je I Sheet Flow Sheet Flow P is for Tem ora y P —� I 11T I ~ Sheet Flow P4sts for Temporary Silt Fence (Approximate F S li Fence (Approx mate ( I ( I Location) Location_ �___-- I —Linear Sediment Barrier (Temporary Silt Fence Shown) I — Linear Sediment Barrier (Temporary Silt Fence Shown) ex ex yro PLAN/oF TEMPORARY DRAINAGE INLET PROTECTION (TYPE 1) 3 PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 2) (EXCAVATED SEDIMENT TRAP) 2" 6 gauge Steel wire -i I STAPLE DETAIL STATE OF CALIFORNIA syeo D E P A R TM EN T OF TRANSPORTATION r TEMPORARY WATER POLLUTION C�. CONTROL DETAILS (TEMPORARY DRAINAGE INLET PROTECTION) NO SCALE Nsp t61 dated august 15, 2008 supplements the standard plans book dated may 2006. IIID NO. B-0 t -DE- 13 ADDLD PER ADC3ENI]1.EM NO. 2 DATED JULY 30, 2012 Z cM G N CEJ Cn n Drainage Inlet a+ Gravel Bag Berms placed sag or low point to Intercept runoff from I converging directions Curb or Dike FLOWFLOW —' Spillways !— Edge of Traveled Way ROADWAY PLAN CONFIGURATION FOR SAG POINT INLET (GRAVEL BAG BERM) GRAVEL BAG BERM (TYPE 3A) SPACING TABLE SLOPE OF ROADWAY (PERCENT) 1 to 3.9 4 to 5.9 6 to 7.9 8 to 10 1 10+ INTERVAL BETWEEN BERM 100' 75' 50' 25' 12' For slope of less than 1Y., install barriers only if erosion/sediment is prevalent Trench and embed erosion control blanket or geosynthetic fabric in trench adjacent to drainage inlet Drainage Inlet 2'-0" Min 4'-0" Max Flow \ Place additional bags on top of \ \ curb and upstream of Gravel Bag Berm to prevent over topping. Install gravel -filled bags flush against curb or dike face. _ Construct Gravel Bag Berm by tightly abutting gravel -filled FLOW bags to eliminate gaps and voids Spillway I ` Stackiravel-filled bags 1 -layer high J for spillway and 2 -layers high for End of Gravel Bag Berm remaining berm Extend as necessary to force ponded runoff over spillway instead of out flanking around PERSPECTIVE end of berm. Inter))val (See Tablel ))) Spillway 1 TYD 1 Gravel Bag Berm Sidewalk or _g n Shoulder Backing FLOW Curb or Dike ME Drainage Inlet 4'-0" Min from Edge of Traveled Way ------------------------------ ROADWAY PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3A) (GRAVEL BAG BERM) SECTION A—A 0 `o Linear Sediment Barrier + (Gravel Bag Berm Shown) c � ex S� F pow cLL o U a9�"+1s�Mll mf resgmrlble for ilesx rary 4 Erosion Control Blanket oomnmra��s rr ar m wf� � ms poi < ov ca �E or Geosynthetic Fabrtc '�e1 Staple Ti, oaawnpmry plops d" Linear Sediment NOTES: Barrier (Gravel Bag Berm Shown) 1. Place safety cones adjacent to drainage inlet pro+ec+ion. 2. Dimensions may vary to fit field conditions. N 3. Install a minimum of 3 gravel bag berms upstream of each drainage inlet to be protected. 6" x 6" Trench 4. Position erosion control blanket or geosynthetic fabric at edge of concrete Z apron and secure in trench. 5. Erosion control blanket or geosyn+he+ic fabric is not required if the area adjacent to the drainage inlet is vegetated or paved. —Spillway with single layer of gravel -filled bags Drainage Inlet Cvo'A e'c Concrete apron (If present, See Note 4) -Construct Gravel Bag Berm by tightlyabutting gravel -filled bags to eliminate gaps and voids Sheet Flow — Secure Erosion Control Blanket or Geasynthetic Fabric with Staples (See Note 5) — Edge of Erosion Control Blanket or Geosynthetic Fabric II�V. 16 gauge 101 Steel wire STAPLE DETAIL S xF STATE OF CALIFORNIA \oy DEPARTMENT OF TRANSPORTATION TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY DRAINAGE INLET PROTECTION) NO SCALE NSP T62 DATED AUGUST 15, 2008 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. BID NO. B-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 NEW T62 Sheet Flow jr "'4 PLAN hr� TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3B) Concrete apron (If present, See Note 4) -Construct Gravel Bag Berm by tightlyabutting gravel -filled bags to eliminate gaps and voids Sheet Flow — Secure Erosion Control Blanket or Geasynthetic Fabric with Staples (See Note 5) — Edge of Erosion Control Blanket or Geosynthetic Fabric II�V. 16 gauge 101 Steel wire STAPLE DETAIL S xF STATE OF CALIFORNIA \oy DEPARTMENT OF TRANSPORTATION TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY DRAINAGE INLET PROTECTION) NO SCALE NSP T62 DATED AUGUST 15, 2008 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. BID NO. B-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 NEW T62 Drainage Inlet 13-0M" 0'0 Flow +++tet++ SECTION A -A Erosion Control Blanket or Geosynthettc Fabric Staple Linear sea Iment Barrier (Fiber Roll Shown) Mulch or other soil stabilization practice 6" x 6" Trench U e Limit r drainage °FDrainageinlet protection S �LLInlet xxxx F. x zxxx x v ,k x xx e x 6 x x xx x x x Ar FLEXIBLE SEDIMENT BARRIER SPACING TABLE Concrete apron (If present see Note 4) rx x x x O O SLOPE OF ROADWAY (PERCENT) 0 to 0.9 1 to 1.9 2 to 2.9 3 to 4 5t INTERVAL BETWEEN BARRIERS 50' 35' 30 25 20' xZ r------------ ANGLE FROM FACE OF CURB 70° 70° 70° 45° 45° ucensao �nxoscevE nacu cTacT `pNp5ApE 4a�r �n SUGGESTED BARRIER LENGTH 6' 6' 6' 6' August 15, 2008 5ipnpv` Curb or Dike s as aaova� onTe Lg tl (behindl rro same ar —,1, , ns amps --�- aga}s sMll mf � rnmlble for Ne oa„ra� rExl[stin °��4Tf Of LP �E e� alea)�� anus cf al to p cP Geosynthettc Fabric Cover To ocaxnp.W plans d" Foam Core (Triangular Shown) Concrete Nail NOTES: Pavement Surface 1. See Standard Plan T51 for Temporary Silt Flow Fence. z. Dimensions may vary to fit field conditions. / N SECTION Adhesive Beads 3. Install a minimum of 3 flexible sediment barriers upstream of each drainage Inlet 0 to be protected. 0 FLEXIBLE SEDIMENT BARRIER DETAIL 4. Position erosion control blanket or IM (FOAM BARRIER SHOWN) apron andtsecuoreriin t�endor of concrete Z 5. Erosion control blanket or geosynthetic fabric M is not required if the area adjacent to the drainage inlet is vegetated. Fleible 8 xt barrier must be Installed fflush against curb or dike lueh face. Trim dike as necessary. / Adhryere leatltn edge of horizontal flap +n irh nr Ai m Enna °ri+h nAhna(vn_ Linear Sediment Barr (Gravel Bag Berm Sho Curb or Dike „ Concrete apron (If present see Note 4) rx x x x O O Wood stake for fiber rolls spaced 24" on center x Position Joints away xZ r------------ from concentrated flow 0 i Sheet Flow /m i iI x"\ xxx x A Sheet Flow Secure Erosion Control xx Blanket or Geosynthetic x Fabric with Staples (See Note 5) Linear Sediment Barrier x (Fiber Roll Shown) Mulch or other soil stabilization practice xxx x y�exa PLAN x 00, INLETTEMPORARY DRAINAGE INLET PROTECTION (TYPE 4A) ROADWAY E �10'-0" Min Curb or Dike PERSPECTIVE (See Install concrete nail with washer at leading edge of horizontal flap. Angle from face of curb (See Table) Adhere to pavement with (2) I/4" beads of adhesive at lending and trolling edges of horizontal flap. 3'-0' 3'-0' n Min Min Linear Sediment Barrier (Gravel Bag Berm Shown) Flexible Sediment Barrier (Foam Barrier Shown) (near SedimentL--j �� SOW m�J."T.bls)Se 3arrier (Temporary ,ilt Fence Show Drainage Inlet 4'-0" Min from Edge of Traveled Way 2" m II 16gauge St Illi UUU Steel wire STAPLE DETAIL fi--------------------------------------- - STATE OF CALIFORNIA -� ROADWAY DEPARTMENT OF TRANSPORTATION PLAN TEMPORARY WATER POLLUTION CONTROL DETAILS TEMPORARY DRAINAGE (TEMPORARY DRAINAGE INLET PROTECTION (TYPE 4B) INLET PROTECTION) FLEXIBLE SEDIMENT BARRIER NO SCALE NSP T63 DATED AUGUST 15, 2008 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. BID NO. B-0 [ -DE- 13 NE T Z M Z Z coz N w V1 M mage inlet urate p straps (2 each) Fong loops (2 each) iment Filter Bag ansion Restraint ch basin SECTION B—B SEDIMENT FILTER BAG DETAIL Linear Sediment Barrier (Temporary Silt Fence Shown) Curb or Dike Drainage Inlet Pavement Surface ' / / �F—low Sediment Fllter Bag Catch basin SECTION A—A 10'-0" Min 10'-0" Min A ;~ Linear Sediment Barrier FLOW (Temporary Silt Fence Shown) A Drainage Inlet with Curb or Dike JB Sediment Filter Bag , ROADWAYS PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 5) (SEDIMENT FILTER BAG) SECTION TEMPORARY DRAINAGE INLET PROTECTION (TYPE 6A) (CATCH BASIN WITH GRATE) or Sediment Barrier sr Roll Shown) or Dike lel-filled Bag ce one bag at each end) all Plastic Barrier ends beyond grate) !ment Surface :h basin Z,4_ -Y -- To �pany plans d" NOTES: 1. See Standard Plan T51 for Temporary Silt Fence. N 2. Dimensions may vary to fit field conditions. 5ldew0\K FI°w Sidewa\K " Gravel -filled Bag (Place one bag at each end) Flexible Sediment Barrier (Rigid Plastic Barrier Shown) Curb Inlet STATE OF CALIFORNIA PERSPECTIVE TEMPORARY DRAINAGE INLET PROTECTION (TYPE 6B) (CURB INLET WITHOUT GRATE) BID NO, S13 -0I -DE- 13 ADDLD PER ADC3ENI]1.EM NO. 2 DATED JULY 30, 2012 DEPARTMENT OF TRANSPORTATION TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY DRAINAGE INLET PROTECTION) NO SCALE NSP T64 DATED AUGUST 15, 2008 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. NEW STANDARD PLAN NSP T( Z CM G E _ Construction (\ /� ESA Activities �',`' 1/ Nigh visibility o fabric Post m� SECTION TEMPORARY FENCE (TYPE ESA) 81-1, letters 11" Min 14" Max rotected Area x SEP OUT m� SIGN DETAIL White construction Activities T 2'-0' Temporary linear sediment barrier Max (temporary silt fence shown) Temporary Fence (Type ESA) pow SECTION PLACEMENT DETAIL FOR TEMPORARY LINEAR SEDIMENT BARRIER USED WITH TEMPORARY FENCE (TYPE ESA) (See Note 1 ) To aaompmy plans d.W NOTE: 1. Temporary silt fence and temporary straw bale barrier shown for reference purposes only. Consvititruction ESA Acties Temporary linear sediment barrier (temporary straw bale barrier shown) 2'-0"' Temporary linear Max Max sediment barrier fence shry'silt fence shown) Temporary Fence n(Type ESA) SECTION PLACEMENT DETAIL FOR TEMPORARY SILT FENCE AND TEMPORARY STRAW BALE BARRIER USED WITH TEMPORARY FENCE (TYPE ESA) (See Note 1 ) STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TEMPORARY WATER POLLUTION CONTROL DETAILS [TEMPORARY FENCE (TYPE ESA)] NO SCALE NSP T65 DATED APRIL 3, 2009 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. IIID NO. SB -0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 Plug pile M concrete ( Min depth) 2" 0 N N SECTION W -W PP = Steel pipe pile 0.92 Square inches Min I I \ I LI "A" bars x 23'-0" 1'-1g/e" r total 5 typical 1�_3"p" bars x 20'-0" total 5 Min Min is radially "A" bars x 23'-0" total 5 to be in i when pile is cast Cutoff I'D --------- —_—. ALTERNATIVE "W" SECTION X -X SECTION Y -Y ALTERNATIVE PILE ANCHOR 'A" bars x 23'-0" total 5 FOR PRESTRESSED PILE to be in place when pile is cast w e � a t � N E a v T Y n v N X ' e 0 M � � } L � C N O. � � t w d a � U e 0 1_ a Octagonal or circular section opt tonic(— i- 1 X* W11.0 ® 1Y4" may be substituted ** 11111.0 M IY." may be substituted ALTERNATIVE "X" ALTERNATIVE "Y" NOTES: 1. Pile reinforcement extending into footing shall be hooked as required to provide clearance to top of footing. 2. Lopped splices in spfrei pile reinforcement shall be lapped 60 wire diameters minimum. Spiral pile reinforcement at splices and at ends shall be terminated by a 135° hook with 6" tall hooked around a longi tudlnal bar or strand. 3. At the Contractor's option, alternative steel pipe with at least the diameter and wall thickness shown on these plans may be used. The diameter shall not exceed 1'-6". 4. Alternative "W" piles shall no+ be used for corrosive environments. 5.Maximum cut-off length at the top of the Alternative and Alternative "Y" piles is 10'-0". October 20. 2006 0 a'a "°".ear_ -1-"s rMs N_ To xiow ry dans doted Nomimal Resistance (Tension) Not Required Required "A" bars #6 s8 "E" Dimension 2'-0" 2'-10" * See Pile Data Table in the Project Plans for Nominal Resistance (Tension) Requirements Lowest mat of Reinf 3" for concrete piles x10 with standard 90° hook, total 3 (bundled) grouted in 4" Dia 5" for steel pipe piles I`j° 16 x 0.500 Bottom of footing hole cast of drillea Into center of pile ` 6" Clear DESIGN NOTES: PILE ICutoff 1'-2-%" Max line = 400 kip (Nominal axial strength) N Tension = 80 kip (Service state) A" bars' I I total 6 Epoxy co tetl) = 200 kip (Nominal axial strength) REINFORCED CONCRETE f'c = 4,000 psi 2" 0 holes equally spaced around 1" Chamfer \ / Prestressing steel Prestressing steel Pf = 130,000 LBS As = 0.92 square inches Min I I I I o I I Concrete Strength f'o a 28 days = 7,000 psi pile - total 6 fcf 0 transfer = 4,000 psi STEEL PIPE PILE Pf = 136,000 LBS Fy (minimum yield strength) = 45,000 psi Fu (minimum tensile strength) = 66,000 psi I I SECTION W -W PP = Steel pipe pile 0.92 Square inches Min I I \ I LI "A" bars x 23'-0" 1'-1g/e" r total 5 typical 1�_3"p" bars x 20'-0" total 5 Min Min is radially "A" bars x 23'-0" total 5 to be in i when pile is cast Cutoff I'D --------- —_—. ALTERNATIVE "W" SECTION X -X SECTION Y -Y ALTERNATIVE PILE ANCHOR 'A" bars x 23'-0" total 5 FOR PRESTRESSED PILE to be in place when pile is cast w e � a t � N E a v T Y n v N X ' e 0 M � � } L � C N O. � � t w d a � U e 0 1_ a Octagonal or circular section opt tonic(— i- 1 X* W11.0 ® 1Y4" may be substituted ** 11111.0 M IY." may be substituted ALTERNATIVE "X" ALTERNATIVE "Y" NOTES: 1. Pile reinforcement extending into footing shall be hooked as required to provide clearance to top of footing. 2. Lopped splices in spfrei pile reinforcement shall be lapped 60 wire diameters minimum. Spiral pile reinforcement at splices and at ends shall be terminated by a 135° hook with 6" tall hooked around a longi tudlnal bar or strand. 3. At the Contractor's option, alternative steel pipe with at least the diameter and wall thickness shown on these plans may be used. The diameter shall not exceed 1'-6". 4. Alternative "W" piles shall no+ be used for corrosive environments. 5.Maximum cut-off length at the top of the Alternative and Alternative "Y" piles is 10'-0". October 20. 2006 0 a'a "°".ear_ -1-"s rMs N_ To xiow ry dans doted Nomimal Resistance (Tension) Not Required Required "A" bars #6 s8 "E" Dimension 2'-0" 2'-10" * See Pile Data Table in the Project Plans for Nominal Resistance (Tension) Requirements Lowest mat of Reinf 3" for concrete piles Cutoff line 5" for steel pipe piles I`j° Bottom of footing ' ` 6" Clear DESIGN NOTES: PILE EMBEDMENT DESIGN CAPACITY Compression = 200 kfp (Service state) = 400 kip (Nominal axial strength) Tension = 80 kip (Service state) = 200 kip (Nominal axial strength) REINFORCED CONCRETE f'c = 4,000 psi fy = 60,000 psi PRECAST PRESTRESSED PILES Pf = Prestress Force (After losses) Concrete Strength f'o a 28 days = 7,000 psi fcf 0 transfer = 4,000 psi STEEL PIPE PILE Fy (minimum yield strength) = 45,000 psi Fu (minimum tensile strength) = 66,000 psi STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION RILE DETAILS CLASS 2®® NO SCALE RSP 82-8 DATED OCTOBER 20, 2006 SUPERSEDES STANDARD PLAN 82-8 DATED MAY 1, 2006 -PAGE 242 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSR 132-8 BID NO. B-0 t -DE- 13 ADDLD PER ADDSN,I]L.EM NO. 2 DATED JULY 30, 2012 N OD "Detail A" Waterstop when required Edge of girder NOTE: Type "R" seal shown. Type "A" seals to comform to the general path of seal shown, cuts for bending not required. Bend Type "A" seals 3" up into curb or barrier rail on only the low end of the seal. CONCRETE BARRIER AND SIDEWALK JOINT SEALS DETAILS Min Z radius to be 4 times uncompressed Concret width of seal or as recommended by the �. ;�Pw{ manufacturer, whichever is greater_ Skew Width 3 2 Joint Top of deck or Inlieu of saw cutting, this area may be blocked out and reconstructed to match saw cutting on both sides. PLAN OF JOINT (SKEW < 200) CONCRETE BARRIER -Top cf seal l Drill %2' hole and remove wedge Concrete Q� barrier 45` Drill I/z' hole thru Max sealer antl cut to hole Downturn detail lIl. T n Radius required for smooth bend PLAN OF JOINT (SKEW > 200) Prime concrete contact b-'faces when required Silicone Seal 1"-3" (MR C 1") o y manufacturer � o e v 0 � ua iv Na f/n" Radius Glazed polyethylene foam or glazed open cell backeS rod. unabmp e ed Id h/ diameter to be 25% greater than actuaf groove width. TYPE A SEAL TYPE AL SEAL Movement rating : Silicone = 1" Max Longitudinal joints only i/2" (MR C 1") I _MR 1 1 " ) Seal i Upturn detail DETAIL A /e' Pillet (lubricant banes /," Bevel— Iifus+ration of preformed el—tomeric joint seal— op of waterstop (When required) g STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION �� JOINT SEALS (MAXIMUM MOVEMENT TRATING = 2" ) TYPE B SEAL NO SCALE Movement Rating C 2" RSP 66-21 DATED OCTOBER 5, 2007 SUPERSEDES STANDARD PLAN 86-21 GAT EG MAY 1, 2006 - PAGE 258 OF THE STANDARD PLANS BOOK GATED MAY 2006. REVISED STANDARD PLAN RSP 136-21 �3 TYPE B JOINT SEAL IN MINIMUM WIDTH POSITION (W2) M NOTES: M O Make smooth cuts from the bottom of seal to 11/2" clear of top leaving at least one complete cell between the top of y the cut and top of the seal. When necessary cut back of seal to clear conduit and round openings. m (2)Opening in barrier to match width of sawn deck joint. a Q3 Sawcut groove widths shall be as ordered by the Engineer. y ® Depth of sowcut: Type A - Depth to be 2" minimum. Type B - Depth +o be equof +o or greater a than the depth of seal measured along 'Z the contact surface, when compressed v to minimum width position (W2) plus dimensions shown. a OS MR (movement rating) as shown on other plan sheets. M © Other depths must be approved by the Engineer. DIMENSIONS "a" OF JOINT REQUIRED Movement Rating Width 3 Dimension (MR) Top of deck or Deck Concrete Placed Type top of header Summer Bend as per "Detail A" Sbrling Bend seal as Shown, 6" Min, RE I EREP CIVIL ENGINEER <ftnymsosa IoW end of seal only 11/4" O l/a' Bevel ' AI except CIP/PS 1/d„ October 5, 2007C51 434 Seal Expanded polystyrene < PLANS APPRavAL oATE ne sr cr,�swm" "� nb "sn�� rc� a. 6-S0-oe s'< Ilrl muv� a ca Alt except To axompairy plans dates Y41, Wbterstop when required CIP/PS NOTE: of i/q" Max thickness hardboard The Contractor shall verify all controlling field EEdgae er dimensions before ordering or fabricotiing any protection on concrete placement material. side, or sides I/2" i/z' FORMING DETAIL SAWCUT DETAIL CONCRETE BARRIER -Top cf seal l Drill %2' hole and remove wedge Concrete Q� barrier 45` Drill I/z' hole thru Max sealer antl cut to hole Downturn detail lIl. T n Radius required for smooth bend PLAN OF JOINT (SKEW > 200) Prime concrete contact b-'faces when required Silicone Seal 1"-3" (MR C 1") o y manufacturer � o e v 0 � ua iv Na f/n" Radius Glazed polyethylene foam or glazed open cell backeS rod. unabmp e ed Id h/ diameter to be 25% greater than actuaf groove width. TYPE A SEAL TYPE AL SEAL Movement rating : Silicone = 1" Max Longitudinal joints only i/2" (MR C 1") I _MR 1 1 " ) Seal i Upturn detail DETAIL A /e' Pillet (lubricant banes /," Bevel— Iifus+ration of preformed el—tomeric joint seal— op of waterstop (When required) g STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION �� JOINT SEALS (MAXIMUM MOVEMENT TRATING = 2" ) TYPE B SEAL NO SCALE Movement Rating C 2" RSP 66-21 DATED OCTOBER 5, 2007 SUPERSEDES STANDARD PLAN 86-21 GAT EG MAY 1, 2006 - PAGE 258 OF THE STANDARD PLANS BOOK GATED MAY 2006. REVISED STANDARD PLAN RSP 136-21 �3 TYPE B JOINT SEAL IN MINIMUM WIDTH POSITION (W2) M NOTES: M O Make smooth cuts from the bottom of seal to 11/2" clear of top leaving at least one complete cell between the top of y the cut and top of the seal. When necessary cut back of seal to clear conduit and round openings. m (2)Opening in barrier to match width of sawn deck joint. a Q3 Sawcut groove widths shall be as ordered by the Engineer. y ® Depth of sowcut: Type A - Depth to be 2" minimum. Type B - Depth +o be equof +o or greater a than the depth of seal measured along 'Z the contact surface, when compressed v to minimum width position (W2) plus dimensions shown. a OS MR (movement rating) as shown on other plan sheets. M © Other depths must be approved by the Engineer. DIMENSIONS "a" OF JOINT REQUIRED Movement Rating "a" Dimension (MR) Bridge Deck Concrete Placed Type Winter Summer Sbrling All except CIP/PS z" CIP/PS 11/4" AI except CIP/PS 1/d„ 112'' CIP/PS Alt except ill Y41, 'AllCIP/PS CIP/PS All except iia CIP/PS CIP/PS/z" I/2" i/z' IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 BID NO. B-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 ELECTROLIERS ROUTE MILES SHEET TOTAL High most light pole STANDARD ABBREVIATIONS AND EQUIPMENT DESIGNATIONS ur NaG TYPES E EP ELELTRI L ENEER aePOFE GI TNGI Double Arm lighting standord EXISTING `e y-( 15, 15D )...��' PROPOSED Nr cuf- October 5, 2007 E71512 Existing elec troller 885 bbs Battery backup system ob PLANS APPROVAL DATE,BELE 0 15 STRUCTURE BC be Belt cIndfe r�sr �crl�swm°°�nb Z RIO r°rf ElEC11C1 rcs �m C C Conduit ess weep r��eca �ompdPn `°°'es e a cnL,raa�. �^ 21, 21D Electrolier foundation (Future installation) CCTV ccty Closed circuit television STRUCTURE CKT cMS ckt ons Circuit Changeable message sign 7o aarompany plans dated 30 NOTES: DLC Pic Loop detector lead-in cable EMS ems Extinguishable message sign �( 31 1. Luminaires shall be 310 W HPS when EVC evc Emergency vehicle cable SOFFIT AND WALL )•( Installed on Type 21, 21D, 30, 31, 32, 35 EVD evd Emergency vehicle detector N end 36-20A standards, unless otherwise EB fb Flashing beacon MOUNTED LUMINAIRES 32 specified. Luminaires shall be 200 w EBCA fbca Flashing beacon control assembly HPS when installed on other type stantlards or poles, unless otherwise EBS fbs Flashing beacon with slip base D P specif ido. FO fo Fiber optic Pendant, 70 W HPS �" 35 0 G G Ground (Equipment Grounding Conductor) unless otherwise specified. 2. Luminaires shail be the cutoff type, IIl GFCI GFCI Ground fault circuit interrupt f� ANSI Typemedium cutoff lighting 36-20A distribution, HAS her Highway advisory radio Flush, 7a W FPS a unless otherwise specified. 3. Variations noted adjacent to symbol on HEX HP5 hex In Hexagonal High unless otherwise specified. rn C project plans. IISNS iisns pressure sodium Internally illuminated street name sign Hyy r Wall surface, 70 W HPS r unless otherwise specified. ISL isl Induction sign lighting 4-® Existing (n Efec+rofier (see project notes or project plans) LED led Light emitting diode soffit or wall luminaire to remain unmodified, M LMA Imo Luminaire most arm LPs Ips Law pressure sodium a-OM Existing soffit or wail luminalre y Luminaire on wood pole LTC Itg Lighting to be modified as specified. LUM lum Luminaire m MAT at Most arm mounting vehicle signal faces, NOTE: STANDARD NOTES: top ottachrent Arrow indicates "street side" MAS mos Most arm mountingvehicle si nal faces, 9 of luminalre. a side ottochment Z MAS-4A mos-4A Mast arm mounting vehicle signal faces, v O [AH] Abandon. If applied to conduit, remove conductors. MAS-4B MAS-4C mos-4B mos-4C side attachment - 4 signal section 'D BC Install pull box in existing conduit run. MAS-5A mos-5A Most arm mounting vehicle signal faces, .A BP Pedestrian barricade, type as indicated on plan. MAS-56 MC mas-5B side attachment - S signal section v CB Install conduit into existing pull box. M/M me m/m Mercury contoctor Multiple to multiple transformer CC Connect new and existing conduit. Remove existing conductors MT mt Conduit with pull wire or rope only and install conductors as indicated. MTO mtg my Mounting Mercury vapor lighting fixture i CF Conduit to remain for future use. Remove conductors. Install N N Neutral (Grounded Conductor) pull wire or rope. NC NO Normally closed Z DH Detector Dante le. No PB NO Normally open Pull box PEE Rb pec Photoelectric control (Type I, H, III, II or FA Foundation to be abandoned. Y as shown) (n [s Install sign on signal most arm. PED ped Pedestri a10 Ns No slip base on standard. PEU PPB Pau ppb Photoefect ria unit Pedestrian push button RL Relocated equipment PE Photoelectric control. RM rm Ramp metering y PE Photoelectric unit. 58 so Slip PoseSIC sic Signal interconnect debt. J RC Equipment or material to be removed and become the property SIG sig 5ignal of the Contractor. SMA sme Signal most arm SNS ens Street name sign RE Remove electrolier, fuses and ballast. Tape ends of conductors. SP so Service point RL Relocate equipment. TDO too Telephone demarcation cabinet TMS this Traffic monitoring station RR Remove and reuse equipment. TOS to'[ Proffic Operations System STATE OF CALIFORNIA VEH veh Vehicle DEPARTMENT OF TRANSPORTATION RS Remove and salvage equipment. XFMR xfmr Transformer SC Splice new to existing conductors. OMM comm Communicatlon ELECTRICAL SYSTEMS 5D Service disconnect. RWIS rwis Roadway weather information system / (SYMBOLS AND ABBREVIATIONS) SF standard to remain for future use. Remove luminaire, pole NO SCALE conductors, fuses and ballast. TS Telephone service point. RSP ES-1A DATED OCTOBER 5, 2007 SUPERSEDES STANDARD PLAN ES-tA DATED MAY 1, 2006 - PAGE 400 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP ES-1A BID NO. B-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 CONDUIT SIGNAL EQUIPMENT ROUTE M°1E 'N°T TOTAL EXISTING --- --- Lighting Conduit, unless otherwise PROPOSED EXISTING a GI TE EP ELECTRI L ENGINEER Indicated or noted ----- ----- Traffic signal conduit w - 11- Pedestrian signal face October 5, 2007 `�e'Mf e'ec� E7/512 ¢e —C-- —c-- Communication conduit OQ Ilii onTE "rrro �• 6-36-98 e MUM Pedestrian push button post ar frm5o r „es, Iele"rr "e��ese� rHs �m °jE —T-- —t-- Telephone conduit m cn�iraa�> —F-- —f-- Fire alarm conduit Pedestrian barricade To aaromparry plans Gakd —FO - — fo - Fiber optic conduit 5 — -� Conduit termination ES-9A _fT Vehicle signal face (with backplate, 3-Section: C red, yellow and green) SIGNAL EQUIPMENT Cont riser in/on structure or service N pole Z.1� l �1- Vehicle signal face with angle visors PROPOSED EXISTING a O Guard post SERVICE EQUIPMENT Pv SFT Pv Mod!ficotions of basic symbols: L Indicates an non-arrow sections louvered M °LG'Indicates louvered green seion only ctammed "Meter rn PROPOSED EXISTING PV" Indicates 12" progrvisibility sections o m D -- J Type I standard with On" sign e" Indicates II a" sections (only C OH oh �� when specified) --- --- Overhead lines � -Q Emergency Vehicle detector Vi -4 U Waod pale "U" indicates V" Type 15TS and Vehicle signal face D Utility owned Pole guy with anchor - 4' h r - - Vehicle signal face with red, yellow and green \ left arrow sections \I NOTES: a I L-- Utility transformer - ground mounted Vehicle signal face with red and yellow Z L Lr {. sections and up green arrow 1. All signal sections shall be 12" unless O Service equipment enclosure type shown otherwise. Vehicle signal face (5 Section) with red, yellow and 2. Signal heads shall be provided with green sections and yellow and green right arrows bookplates unless shown otherwise. v 3. Signal indication Shall be LED. < _ _I Service equipment enclosure door indicates front of encloaure N ti Type 1 Stantlard and attached vehicle signal faces r ET I t_ l Telephone demarcation cabinet Standard with signal most arm onlx and a attached vehicle signal faces and Internally Z \/ illuminated street Home sign POLE—MOUNTED SERVICE DESIGNATION a M 71 Type 33 Standard, Left-turn vehicle signal face y Type of installation r �} x and sign TYPE H SERVICE - 28'-10" Pole height above grade \1 \/ -L Standard with luminaire and signal most arms rn FL and attached vehicle signal faces I ILLUMINATED OVERHEAD SIGN _ .` cantilever flahmQ beacon Type 9 Frame, with a rr sign unless otherwise specified or indicated PROPOSED EXISTING UH bl q l II Overhead sign - Single post IT4� Type 15-FBS Standard with two vehicle signal face sections with lens, backplate and visor with a sign �I l� NJI Overhead sign - Two post Flashingbeacon. One v hide nal face section s 9„ STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION with lens, backplate and visor. R indicates red "Y" Overhead sign - Mounted indication, Indicates yellow indication ELECTRICAL SYSTEMS on structure (SYMBOLS A N D ABBREVIATIONS) >� Overhead sign with elec troller Ipl \ I� _ Controller assembly. Door indicates front of cabinet NO SCALE R5P ES-18 DATED OCTOBER 5, 2007 SUPERCEDE5 STANDARD PLAN ES-18 DATED MAY 1, 2006 - PAGE 401 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP ES-113 IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 MILES SHEET TOTAL ROUTE 11 EQUIPMENT IDENTIFICATION WIRING DIAGRAM LEGEND — — External conductor cc T(EtED E ECTRI`ML EWNEEF eNr ILLUMINATED SIGN IDENTIFICATION NUMBER: P Pole Conductor or bus October 5, 2007 c uaf° CS Circuit breaker '---' Tie point PLnNs APPROVAL DATE El4512 ¢e Sign number - Place on post or structure A Ampere —A— Contactor coil w Sign No. 1-2345 v Volt M Metered ---(F-' Contactor, Contact NO Orn° ne sror ca,�wm° ns es ss �r `°`a°'"�'e,°r°'�� tltlo�l rcsm s4>E�PpL,�`° 10 is SCI UM Unmetered ® Terminal blocks �°mpdPness wee°rrrn,°�pes Transformer rating (kVA) lr Do NOT place NB Neutral bus —{-� contactor, contact NC Lighting control type on s+a Ada rd o r G8 Grau nd bus Enclosure bond To caro mpciry plans doled Number and type of fixtures structure J C Equipment grounding conductor ELECTROLIER OR EQUIPMENT IDENTIFICATION NUMBER: N Grounded conductor (Neutral) Grounding electrode VEHICLE DETECTORS 12345 - 15'-0' - -4nlCircuit breaker Vehicle detector designation Mast arm length, if shown. a Receptacle 5 J 9 U 0 Do not place on standard or structure. Equipment number - Place on standard or L = Lower structure. Existing equipment numbers are PULL BOXES shown in parenthesis Slot number in input file PROPOSED EXISTING CONDUIT AND CONDUCTOR IDENTIFICATION: - -, Input file (I or J) RI ,1 /z'C 2ii10 i5k14, 2 DLC 0 - - ndicated or 5noted. otherwise Phase C Number and size of conductors and cables 3 5A(21) PROPOSED EXISTING Size of candui+ in inches - - T 77 Pu ii box- designations or descriptions m 911, 02, ¢2P, etc. Traffic phase identification for signal faces, - _ (c) = Communications box ❑ I - - I Type A detector loop. detectors and phase diagrams 0 0 ❑3 Project note numbers 3 = No. 31/z putt box 5 = No. 5 pull box pull (E) = Pull box with extension I Outline of s awcut shown. Ch 6 = No. 6 pull box (S) = Sprinkler control pull box i © © Equipment description, installation or item numbers 7= No. 7 (Ceiling pull box) (21) = Anchor bolts and conduit for i Type B detector loop. Di 0 �3 Can ouit 8 = No. 8 (Pendant soffit pull box) 5t andardnstollotion of Type 21 x\ Outline of sawcut shown. a run numbers 9Appu Dox T) =Traffic pull box /i Z SIGNAL AND LIGHTING STANDARD (TYPICAL DESIGNATION): 9A No. pull box Q O /9A 3 100 � I- Type C detector loop. N Wind velocity = 100 mph Outline of sawcut shown. a M Case 3 arm loading v Standard type ® I\ Type D detector loop, I� Outline of sowcut shown. i Standard Plan sheet number L T Detail number or letter r i� \) Type E detector loop. 'D outline of sawcut shown. Z MISCELLANEOUS EQUIPMENT e Outlline of sawcut S own. cc PROPOSED EXISTING =j 0 cMs _ _ _lcros Changeable message sign V _ 1 Magnetic detector Closed circuit television camera m y �w Highway advisory radio pole and antenna � � Detector ha ndhole dh I O EMS m _ _lems Extinguishable message sign DN 0 `z n11 ?si Detection device d L L/J1 Microwave or video detection zone M In M = Microwave sensor v v v = Video image sensor STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS (SYMBOLS AND ABBREVIATIONS) NO SCALE RSP ES -1C DATED OCTOBER 5, 2007 SUPERCEDES STANDARD PLAN ES -IC DATED MAY 1, 2006 - PAGE 402 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP ES -1C IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 O Ui NOTES -TYPE III SERVICE EQUIPMENT ENCLOSURES: 1. Service equipment enclosure and metering equipment shaft meet +he requfrements of the service utility. The meter area shaft have a seafobte, lockable, weathertight cover that can be removed without the use of tools. 2. Service equipment enclosures shall be factory wired and conform to NEMA standards. 3. Dimensions of service equipment enclosures shall meet the requirements of the service utility. 4. The dead front panels an Type IQ service equipment enclosures shall have a continuous stainless steel or aluminum plane, hinge_ The panel in front of the breakers shop be secured with a latch or captive screws. No live parts shall be mounted on the dead front panel. 5. The exterior door shall have provisions for padlocking. The padlock hole shall be a minimum diameter of 1/s". 6. Enclosures housing transformers of more than one kVA shall have effective screened ventilation louver of not less than 50 square Inches. Screen shall be stainless steel No. 304, with a Na. 10 size mesh. Framed screen shall be secured with at least four bolts. 7. Fasteners on the exterior of the enclosure shall be vandal -resistant and shall not be removable from the exterior. Exterior screws, nuts, bolts and washers shall be stainless steel. S. Landing lugs for incoming service conductors shaft be compatible with either copper or aluminum conductors sized to suit the conductors shown on the plan. Landing lugs shalt be copper or tin-plated aluminum. Neutral bus shaft be rated for 12S A and be suitable far copper or otuminum conductors unless otherwise specified. The terminal shaft include but not be limited to: a)Incoming terminals (landing lugs) b) Neutral lugs c) Solid neutral terminal strip 9. At least 6 standard single pole circuit breaker spaces, Yq" nominal, shall be provided for branch circuits. Circuit breaker interiors shelf be copper_ Interiors of enclosure shalt accept plug-in or cable-in/cobie-out circuit hreakers. 10. Control wiring shall be 600 V, 14 stranded machine toot wire. Where subject to flexing, 19 strand wire shall be used. 11. Main bus net be rated far 125 A and shall be tin-pfated copper. 12. A plastic laminated wiring diagram shall be provided with brass mounting eyelets and attached to the inside of the enclosure and the wiring diagram shall be off ad to the interior with a UL or ETL approved method. 13. An engraved phenolic nameplate on the dead front panel indicating the function of each circuit or device shall be installed with stainless steel rivets or stainfess steel screws: a) Adjacent to the breaker or device with character size a minimum of 1/e'. b) At the top of the exterior door panel indicating State system number, voltage level and number of phases with character size a minimum of /5". 14. The plan shows the approximate location of devices within the enclosure. Components may be rearranged, however, the "working" clearances within the service equipment enclosure shall be maintained. 15. In unpaved areas a raised portland cement concrete bad 21-0" x 4" x width offoundation shop be constructed in front of new service equipment enclosure installation. Pad shall be set to elevation of foundation. 16. Foundation shall extend 2" minimum beyond edge of service equipment enclosure. 17. Internal bus, where shown, is typical only. Alternative design of proposed service equipment enclosure shaft be submitted to the Engineer far aop-f. 18. Plug-in circuit breakers may be mounted in the vertical or horizontal position. Cobte-in/cable-out circuit breakers shall be mounted in the vertical position. 19. Type M -AF and Type M -BF service equipment enclosures shall have the meter viewing windows located on the front side of the service equipment enclosures. 20. Type HI -AR and Type III -BR service equipment enclosures shall be similarly constructed as Type ID: -AF and Type IH -BF respectively, except the meter viewing windows shall be located on the back side of the service equipment enclosures. 21. Mint mum clearance shall be required for front and back of service equipment enclosure per National Electrical Code, Article 110.26, "Spaces About Electric Equipment (600 Volts, Nominal, or Less)." I October 5. 2007 II �omcldPn�s � ee"rrrnm �Mes � rrcs Mm To o=Vany plans dated STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS (SERVICE EQUIPMENT NOTES TYPE III SERIES) NO SCALE R5P E5 -2C DATED OCTOBER 5, 2007 5UPERCEDE5 STANDARD PLAN ES -2C DATED MAY 1, 2006 - PACE 405 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP ES -2C IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 L O OD Reading cover, 7%" thick polycarbonate ultraviolet -resistant surface plostic _ I Service No. 1 Caver�� II ^ �1 Service No. Z I I Q Meter U II 1 - - - - cover III IT- - - - - - - - - - Distribution and control section Continuous piano hinge FRONT VIEW J SIDE VIEW Continuous piano hitch dead front panel latch TYPE III—CF SERVICE EQUIPMENT ENCLOSURE WITH PROVISIONS FOR TWO 100 A METERS (TYPICAL) 1'-t 0i 0 Note (Total 4) Continuous piano hinge Single-phase N 120/240 V, 3-w ire service by the service utility Line access N cover Note 3}_ _ 75 12 Auto I 14 N 240 V Sign - y I Test TtlUMI not Ton} ' -11--I r _ _ J 120 V Ffashing beacon - - -Landing lugs 120 V Irrigation - - 120 v TOC(- 5pace l y L L � I- Line - - _ Recommended service entrance conduit location �-1 - Load conduit area �I LI Grounding electrode BASE FOR TYPE III—C location SERVICE EQUIPMENT ENCLOSURE Grounding electrode II II II � /Fc II II II �L II II II o II II II II II II s/e" 0 Min z 18" Gaiv LLQ II C-1(41 bolts 4"-90° bend II (4 required) II LSee Nate 16 on r- Revised Standard Plan RSP ES -2C �I FOUNDATION DETAIL q 3 II I Caver�� II ^ �1 II II II I ac Meter U II 1 II cover III Nameplate ly 'II - - 120 V Ramp metering L - - - - - - -- {Note 3 Main bottling jumper - - - - - - 7 Ground bus I B N Test, lest it _23 sec In a. .1 1 Padlock Test I I N hasps__lu J I i F nL IT I Main Breaker II III I l� I FRONT VIEW J SIDE VIEW Continuous piano hitch dead front panel latch TYPE III—CF SERVICE EQUIPMENT ENCLOSURE WITH PROVISIONS FOR TWO 100 A METERS (TYPICAL) 1'-t 0i 0 Note (Total 4) Continuous piano hinge Single-phase N 120/240 V, 3-w ire service by the service utility Line access N cover Note 3}_ _ 75 12 Auto I 14 N 240 V Sign - y I Test TtlUMI not Ton} ' -11--I r _ _ J 120 V Ffashing beacon - - -Landing lugs 120 V Irrigation - - 120 v TOC(- 5pace l y L L � I- Line - - _ Recommended service entrance conduit location �-1 - Load conduit area �I LI Grounding electrode BASE FOR TYPE III—C location SERVICE EQUIPMENT ENCLOSURE Grounding electrode II II II � /Fc II II II �L II II II o II II II II II II s/e" 0 Min z 18" Gaiv LLQ II C-1(41 bolts 4"-90° bend II (4 required) II LSee Nate 16 on r- Revised Standard Plan RSP ES -2C �I FOUNDATION DETAIL q 3 October 5, 2007 PLgNs gPPsavgL oaTE Ei0572 6�r/ c o �r w.6-30-06 wm o� ns �� EiECIRi11l �mMe'2S TYPE III -C SERVICE (120/240 q 27 ac L _ _I COMPONENT N To c=Vany plans dated - - 120 V Ramp metering - - - - I 22 1 Auto - - - - - - -- {Note 3 Main bottling jumper - - - - - - 7 Ground bus I B N M _23 NB secured to GB service Q Test I I N equipment J I- r - 240 V 6 - - lighting enclosure TYPE III -C SERVICE (120/240 � - - 720 V Signals L _ _I COMPONENT NAME PLATE DESCRIPTION ITEM - - 120 V Ramp metering r ^ -I 8 Neutral lug M l - - YSpace IIN r 120 V IISNS Sign illumination 2 Lending lug (Note 6) J I i F - Main Breaker < Test bypass facility L__ 16 30 A, 240 V, 2P, CB Lighting 17 25 TYPICAL WIRING DIAGRAM 17 50 A, 120 V, IP, C9 18 5 Terminal blocks NO SCALE m 30 A, 120 V, IP, CB Ramp Metering 6 Neutral bus v 120/240 V SERVICE WIRING DIAGRAM (TYPICAL) m NOTES: (FOR SERVICE EQUIPMENT ENCLOSURE) TYPE III -C SERVICE (120/240 V) EQUIPMENT LEGEND ITEM No. COMPONENT NAME PLATE DESCRIPTION ITEM COMPONENT NAME PLATE DESCRIPTION 1 Neutral lug STATE OF CALIFORNIA 14 30 A, 240 V, 2P, CB Sign illumination 2 Lending lug (Note 6) 15 100 A, 240 V, 2P, CB Main Breaker 3 Test bypass facility (SERVICE EQUIPMENT A N D 16 30 A, 240 V, 2P, CB Lighting 4 Meter socket and support TYPICAL WIRING DIAGRAM 17 50 A, 120 V, IP, C9 Signals 5 Terminal blocks NO SCALE 18 30 A, 120 V, IP, CB Ramp Metering 6 Neutral bus RSP ES -2F DATED OCTOBER 5. 2007 SUPERCEDES 5TANDARD PLAN ES -2P 19 20 A, 120 V, IP, CB Irrigation 7 Ground bue 20 15 A, 120 V, 1P, CB Lighting Control 6 Grounding electrode 21 Photoelectric unit (Note 7) 9 30 A, 2PNO, Contactor Sign Illumination 22 15 A, IP, Test switch Lighting Control 10 Photoelectric unit (Note 7) 23 60 A, 2PNO Contactor Lighting 11 15 A, IP, Test switch Sign Illumination Test Switch 24 15 A, 120 V, IP, CB IISNS 12 15 A, 120 V, 1P, CB sign Illumination Control25 30 A, 2PNO Contactor IISNS 13 15 A, 120 V, IP, C8 Flashing Beacon 6 20 A, 120 V, IP, CB Telephone Demarcation Cabinet m NOTES: (FOR SERVICE EQUIPMENT ENCLOSURE) 1 1. Voltage ratings of service equipment shall conformIn to the service voltages indicated on the plans. 2. Unless otherwise Indicated on the plans, service STATE OF CALIFORNIA equipment items shall be provided for each service DEPARTMENT OF TRANSPORTATION equipment enclosure as shown. 3. connect to remote test switch mounted on lighting ELECTRICAL SYSTEMS standards, sign past or structure when requirad. (SERVICE EQUIPMENT A N D 4. Items No. IO andshall be isolated from the ...vice equipment enclosure. TYPICAL WIRING DIAGRAM 5. Meter sockets shall be 5 clip type. TYPE III -C SERIES) 6. The [ending lug shall be suitable for multiple NO SCALE contluctors. 7. Type Y photoelectric control shall be used unfe.s RSP ES -2F DATED OCTOBER 5. 2007 SUPERCEDES 5TANDARD PLAN ES -2P otherwise indicated on the plans. DATED MAY 1, 2006 - PAGE 408 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP ES -2F IIID NO. B -0[ -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 �A w 0 LUMINAIRE ARM DATA PROJECTED LENGTH THICKNESS MINIMUM MOUNTING OD 6 POLE HEIGHT 0.1196" 31/4'' 36'-,'', 3i/2'' 37.-311, 10'-0"" 3%4" 38'-0"+ 33'4" 41/i" iHt 20'-0" 0.1793" 5" 37'-0" t # Type 30 - arm length 6'-0" - 15"-0"' maximum 3EX Type 31 - arm lengths 20'-0" foundation ELEVATION 45/8 W. Provide rem raintigh+ w %-1NC-1)/a long HIS cop screws, total 3 Tap pole plate II I H 21/c" 4 hole I + Chased edges for I� electrical conductors CL Pale DETAIL A - TYPE 30 Provide removable raintight cap Detail A 3/y"-10NC-2�/2" long HS cop screws, total 4. Tap pole plate. o. 21/4" 0 hole. II Chased edges for I electrical conductors �o T �9..x 1"x pe 31 round tapered steel pole X ION" Min OD x 35'-0" ill thickness 0.1793". pe 30 round tapered steel pole /e" x By", Min OD x 35'-0"" It thickness 0.1196". Handhole (far DETAIL A - TYPE 31 Metol sfee ve of each weld joint POLE SPLICE 2" x I/4 " x 5" 1/4" x %" x 7" DETAIL B January 18, 2008 PLAN5 APPROVAL DATE SYol� � C o ar �omc/dPness � eiePrrrn"Dia��e� � trcs �m To acrompery Plans dated NOTES: 1.Sheet steet shall have a minimum yield of 48,000 psi. 2. For slip base details see Standard Plan ES -6F. 3. For Type 30 fixed base useType 15 base plate, and foundation shown on Revised Standard Plan RSP ES -6A. Use 1�/,1" Dia x 3'-6" x 4" anchor bolts. 4. For Type 31 fixed base use Type 32 base plate anchor bolts and foundation on Standard Plan �S-6G S.Handhole shelf be located on downstream side of traffic unless noted otherwise on plans. 6.F additional general notes refer to Standard Plan ES -7M, STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS (LIGHTING STANDARD 'P- TYPES 30 AND 31) NO SCALE ASP ES -6E DATED JANUARY 18, 2008 SUPERCEDE5 STANDARD PLAN E5 -6E DATED MAY 1, 2006 - PAGE 430 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP ES -6E IIID NO. B -0[ -DE- 13 ADDL"D PER ADDENDUM NO. 2 DATED JULY 30, 2012 IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 4" x 10' DIST COUNTY OU- POST MILES SHEET TOTAL g Gal, cast iron pipe Square flange Total W of boli holes B'/2, BC moy vary REGIST D CI L ENGINEER apaoFEsg roti.( O4'� ® 7/s BC October 5, 2007 }39iii PLANS APPROVAL GATE See Detail d BASE IPLATE BASE IPLATE ns ofTrc t �. p•p ro e,�er avil 4 NPs std i e�mpaa ".aeprera rp r'o NSA .rq�, For Type t-A for Type t-B see Detail d 0.1196" Walt thickness For Type 1-C O.t 196 WaII tapered steel post 5" ID at base For Type 1-D 4" Std Galy steel post = To aaromparry plans Gakd thickness tapered r 4 NPS Std Galy steel _ steel post if a pipe or conduit + (thread both end 5/s") z ES-11 m m a r\i z a° if 0 11 3" x 5" Hand z m d o N w a a hole and cover o o 0 0 o m O ES-11 ES-11 3" x 5" Hand s" 10 Min s/'^ o_f° o 1 a' Min base plate oma- a O 3" x 5" Hand hole and cover at base hole and cover,ES-11 r Y4" Min base plate �4" Min base plate —1'/4" ES-7Hal and ES-7M Details base plate b �E ES-7N dhois and NOTES He . Anchorage Details m 1. for � a o NOTDepai for pedestrisa n unl s+ate 0 x 1' 6" Anchor Y4" 0 G" Anchorbol �i.: is not shown S gnats Anchor bolts. herwise noted ,h l" � x 1-6" - M plans. m bolts +h ead 6', with 2 6" und 2 see Ty 1-A Standard • [ nuts and 2 washers each. 2.'0�� S a 2 Loen gth8doebend, p'-0" not 2 O , it 2 ht an 2 w skier 2-Top of standards shell b e 4 OD. Length does not include 2' eaca 3. Conduits shall extend maximum above xi oI 4" 90' bend, total 4 total 3 bend, total 4. ar shed surface of foundation and for TYPE 1—A STANDARD TYPE 1—B STANDARD Typ TYPE 1—C STANDARD TYPE 1—D STANDARD hypes t-A, 1-c and t-D mall De stoped toward hondhole. a 4.Anchor bolts shall be banded to conduit Z TYPE 1 SIGNAL STANDARDS or grounding conductor. W 4 5.Conduit between standard and adjacent pull box shall be 2' minimum. OD 6.PcTnt numbers on roadway side facing M CE of numbers x traffic when ef—tr.[Tcr or post is left v Type t Standard of direction of traffic. Curb or edge sof shoulder Finished grad Threaded stud bolt Base PAINTED Direction of traffic _ plate Tack 4 r (2'/2' Series places at 90' a SELF "D° letters) PLAN Z ADHESIVE o c - 2� Standard pipe Bevel tand NScrew V% T 2 +i See Note 6 2 c v E + D ube up for weld �s 3 tight connection m 4 E N Sleeve nut DETAIL J (p � 4 q — Roadway 5 a some Old and strength as Tube may be inserted into or butted as required side of P ole o pipe regular nut V 5 5� STATE OF CALIFORNIA O J Curb or shoulder grade DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS ANCHOR BOLTS WITH SLEEVE NUTS (SIGNAL AND NUMBER DETAIL TYPICAL NUMBER FORMAT Sleeve nuts to be used only when shown LIGHTING STANDARD or specified on Project Plans TYPE i STANDARD A N D LOCATION OF EQUIPMENT NUMBERS D= Diameter of anchor bolt EQUIPMENT NUMBERING) ON STANDARDS AND POSTS NO SCALE RSP E5-70 DATED OCTOBER 5, 2007 5UPERCEOE5 STANDARD PLAN ES-70 DATED MAY 1, 2006 - PAGE 438 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP ES-7B IIID NO. B -0[ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 e 6'-0" x l'-10", 65 LB, Internally illuminated street name sign ES -7M O Det F 0 l/2 NPS Coupfinq underside required O when 11SNS shown on plans a 0 PPB Hantlhole (tar siae\ Finished grade ELEVATION CnH Pile S -1N TYPE 18-4-100. foundation 23-4-100. 27-4-100 E F G Projected Min Mounting E projected length Min 00 Thickness F 2 NPS pipe J Plate H Arm IL L Pole R �Z Sign Pole O Min 2%" 0 Hole, PLANS APPRavA —DATE a� O Circle chased edges ne sr�cai�wm. sides Thickness Sign ES -7N Q Mox III 3 55 LB 7 8 " Dia edges e 6'-0" x l'-10", 65 LB, Internally illuminated street name sign ES -7M O Det F 0 l/2 NPS Coupfinq underside required O when 11SNS shown on plans a 0 PPB Hantlhole (tar siae\ Finished grade ELEVATION CnH Pile S -1N TYPE 18-4-100. foundation 23-4-100. 27-4-100 ELEVATION VIEW A -A SIGNAL ARM CONNECTION DETAILS s Bolt hole = Bolt 0 + Axis of am, BASE PLATE SIGNAL ARM DATA E F G Projected Min Mounting HIS hex head Min 00 Thickness cap Screw teteI 4-gEGIST R P CI L ENGINEER Tap pole plate 2 NPS pipe J Plate H Arm IL L Pole R B October 5, 2007 /a' R top Min 2%" 0 Hole, PLANS APPRavA —DATE a� bottom and Circle chased edges ne sr�cai�wm. sides Thickness o�n "rn for electrical s �rSra�ii�'o�". mph Mox conductors �ompdPness erePrrrn'��e�pes trcsm Chased 7 8 " Dia edges Reinforced ES -1M Tv axomparry plans dates ❑lionized 1�/Z' Det F rain holes, 30'-0" 12' O' M Projected len th both sides rE Pole 1I/4'"-7NC-3" TYp 'A ES- C one 25•_0„ Det w 21" E Proiected length ELEVATION VIEW A -A SIGNAL ARM CONNECTION DETAILS s Bolt hole = Bolt 0 + Axis of am, BASE PLATE SIGNAL ARM DATA E F G Projected Min Mounting H Min 00 Thickness I Boit HS Cap J Plate H Arm IL L Pole R B X Length Spacing Height Min at Pole Alternative Section Circle Screws Size Thickness Th Tckness mph Mox 25'-0' 10,_0" ZZ,_e", C Circle Thickness 512e Arm 7 8 " Dia 12" Reinforced t'-0" 1'/q" 1�/Z' 23' 30'-0" 12' O' 35'-O' 14'-0 23'-0 t 16 -0 0.2391" 1I/4'"-7NC-3" 8°A one 25•_0„ 21" 19-4-100 9%" 30•_0•• 35'_0" 13�/z' 8" s/ic" _W i'-1�/2" 1�1A 1A/4,. 6'-15' 15,_0" 23'-0'1_ 19A-4-100 23-4-100 t5" 77'-0" 101/a" � Sign O O Sign ES -7N O oe+ U O 3 a 1-0" 55 LB 9 6'-0" x V-10", 65 L0, internally illuminated street name sign (t D c I/2 NPs Coupling IISNS shhowrequired Don'p ans hen U = G Handhole, far Side PPB Finished grade ES -7N t LUMINAIRE ARM DATA C10H Pile M Min P Mounting Height foundation o -ojectetl R Se M Thickness 30'-0" _ength at Pole Pole Pole ELEVATION 6'-0" 2'-0"t 31/4" 31'-6"t 36,_6"1 8,_0" 2'-6"2 3�/2" 32'-0-4 37,_0� 11-1 3'-3"± 3T/e„ 0.1196" 32'_9"t 37'_9" TYPE 19-4-1009 19A-4-1009 12'-0" 4'-3"t 33'-9"' 38'-9"1 24-4-100 24A-4-100 15,_0" 4'-9"+ 4W34,_3"+ 39,_3"'24-4-100, 7 Indicates arm length to be used unless otherwise noted on plans. A BID NO. B-0 t -DE- 13 ADDL"ID PER ADDENDUM NO. 2 DATED JULY 30, 2012 26-4-1009 26A-4-100 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARD CASE 4 ARM LOADING WIND VELOCITY=100 MPH ARM LENGTHS 25' TO 45') NO SCALE RSP ES -7F DATED OCTOBER 5, 2007 SUPERCEDES RSP ES -7F DATED NOVEMBER 17, 2006 AND STANDARD PLAN ES -7F DATED MAY 1, 2006 - PACE 442 OF THE STANDARD PLANS BOOK DATED MAY 2006. 'vICCn cTAKinADn DI AKI QeD Ce_7 M M cc M v wind POLE DATA BASE PLATE DATA CIDH PILE FOUNDATION Pole Laad Velocity DI Bolt Anchor Bolts Luminaire Signal Arm q Min 00 Alternative Section Type Case mph Height Thickness B Length Bottom Top C Circle Thickness 512e Arm Dia Depth Reinforced Base Top 18-4-100 17'-0" 9" None one 25•_0„ 19-4-100 30•_0•• 35'_0" 12„ 8" s/ic" _W 10'-0" 8" 0.2391•• 15,-0' 93/e" 75/w" 6'-15' 15,_0" 30•_0" 19A-4-100 23-4-100 77'-0" 9" None None 24-4-100 4 100 30'-0" 8" 10'-0" 8" 1'-6" 1'-6 " 11/Z " 2" 0 x 42" x 6" 35'-0" 3,-p„ g _0 Yes 24A-4-100 35'-0"75/s" 93/a, 15'-0" 7'N" 6'-15' 15'-0" 35'-0" 12f/2' 7%6" 0.3125' 15'-0" 93/9 " 7 /e" 40'-0", 45 -0 ,100 6'- 1 5' 1 5'-a 1 26A 4 27-4-100 17'-0" 9 None None Indicates arm length to be used unless otherwise noted on plans. A BID NO. B-0 t -DE- 13 ADDL"ID PER ADDENDUM NO. 2 DATED JULY 30, 2012 26-4-1009 26A-4-100 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARD CASE 4 ARM LOADING WIND VELOCITY=100 MPH ARM LENGTHS 25' TO 45') NO SCALE RSP ES -7F DATED OCTOBER 5, 2007 SUPERCEDES RSP ES -7F DATED NOVEMBER 17, 2006 AND STANDARD PLAN ES -7F DATED MAY 1, 2006 - PACE 442 OF THE STANDARD PLANS BOOK DATED MAY 2006. 'vICCn cTAKinADn DI AKI QeD Ce_7 M M cc M v e Q O \ Oe 3 m 1'-0" OSign Det Bolt hole = Bolt 0 + LUMINAIRE ARM DATA Axis of arl 55 LB 3 m Min 55 LB C 0 Projected Finished grade OD E projected length - HS hex -0" Min n_ Det F I� d N t �..—Q Pole total al 4 4 '44% 4 eo tovii eNc�l eeK p t Sign � I platTape. ole Spa � November 17, 2006 / PLANS 1111114L ogrE '1/2 NPS Coupling underside's � �_ I � required when IISNS s I I e�aresr ��. Saida irret �S env P'- S Q ,shown on plan e I a°^ ,66 to e Q bowom and sides To —wWra' dans doled 3 55 LB e �_ ` I 2 NPS pipe, I I chasetl edges Sea is h\ Galvanized chasededges6'-0" x 1'-10", 65 LB, I n drain holes, for electncal In —1 it lum(natetl 2 both sides street name sign 55// Typical conductors /I6 ELEVATION VIEW A -A ELEVATION TYPE 28-5-100 Handhole (far s(de)� Finished CIDH Pi BASE PLATE SIGNAL ARM CONNECTION DETAILS O O Sign Oe 3 m 1'-0" G Mounting Height Bolt hole = Bolt 0 + LUMINAIRE ARM DATA Axis of arl M I d Bolt Screws Plate Circle Size Min P Mounting Height Projected Rise OD Thickness 30'-0 35'-0 Length 23•_7", to 25'-7'+ at Po Pole Pole 6'-0" 2'-0"± 311/4" 31'-6"+ 36._611± 8-0" 2,-6"1 3�/i' 32._0,± 37'-O"± 10'-0" 3'-3114 3T „ /a 0.1196" 321-9"3 37'-9"1 50'-0", 4,-3"4 33'-8"+ 5 100 4'-9"± 41/4' 34'-3"± 10'-0" 1 �� 8T/e' 1 I /4 Finished CIDH Pi BASE PLATE SIGNAL ARM CONNECTION DETAILS O O Sign Oe 3 m 1'-0" G Mounting Height H 55 LB Thickness I d Bolt Screws Plate Circle Size K Arm e Thickness 55 LB e 0 Section Finished grade SIGNAL ARM DATA E Projected Length F Min Spacing G Mounting Height H Min OD at Pole Thickness I d Bolt Screws Plate Circle Size K Arm e Thickness L Pole e Thickness e 0 Section Max Length Thickness 501_0" 55•_0" 23•_7", to 25'-7'+ 16•_0" 11 1'- 0.1793" 16" 111/z" -GNC -31/4" l'-4" 1j'a" 13'4" 15" 16•_0" 0.2391" 23,_0" 14'-0" E prop 12'-0" Min Q Pole ti et d X e x E Sign © %z NPS Cwpling underside `,c y' required when IISNS w Q shown an plans IES 7 Q e /� 3 ® 1'-0" 55 LB 6'-0" x 1'-10", 65 LB, I c j / Internally illuminated ame J M n n Q street nsign — Q o s Z PPB Nonh.I.- (far side) ------ o ELEVATION Zb ES -7 TYPE 29-5-100. etF 29A-5-100 Finished grade r CIDH Pile foundation STATE OF CALIFORNIA Dia DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS Pole Type Load Case wind Velocity POLE DATA BASE PLATE DATA Signal Arm CIDH PILE FOUNDATION A Nin OD Thickness Alternative Section DI Bolt C Thickness Luminaire Anchor Bolts Arm Did Depth Reinforced mph Haight Base Top B Length Bottom lop Circle Size 28-5-100 17'-0" 11 �' None 21" 21" None 50'-0", 29-5-100 5 100 30'-0" 14" 9%8" 0.3125" 10'-0" 1 �� 8T/e' 1 I /4 11/4" 2" 0 x 42" x 6" 6,_15• � 55'_0" 3'-0" Yes 29A-5-100 35,_0" 9 " 15'_0" 9 " 23 23" (SIGNAL AND LIGHTING STANDARD CASE 6 ARM LOADING MND VELOCITY -1I00 MPH ARM LENGTHS 50' TO 55') NO SCALE D Indicates arm length to be used unless otherwise noted on plans. RSP ES -7G DATED NOVEMBER 17, 2006 SUPERSEDES STANDARD PLAN ES -7G DATED MAY 1, 2006 - PAGE 443 OF THE STANDARD PLANS BOOK DATED MAY 2DO6. I-I=VISED STANDARD PLAN PSP I=$ -7G BID NO. B-0 t -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 /2" Min toTop flush with %" Max lip Z_fiin(shed grade +1 Grounding bushing c Secure bonding jumper o c to grounding bushings C } o Pull box extension X w Ground clamp-/ Clean crushed rocK sump Grounding electrode Croue when specified or box SECTION A -A Drain hole houses transformer INSTALLATION DETAILS DETAIL A %z" Stainless steel hardware with recess in cover for hardware (Total 2) \ i L See Note 1� 3 R — 1/2" -13 Coarse thread penia head bolt D Stainless steel flat washer w Cast In bolt.e F gripper �TA 1/Z' -13 Unified National Coarse thread jam nut With threadlocker TYPICAL COVER CAPTIVE BOLT (Or similar) _V SIDE VIEW Pull slot with center pin ® MARKIN I Manufacturer's logo • :\`_moi Tier rating COVER TOP VIEW 1/2" -13 Coarse thread insert with drainage h (Drainage hole) TYPICAL THREADED INSERT (0r similar) BID NO. 8-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS (PULL BOX) NO SCALE NSP ES -8A DATED JANUARY 20, 2012 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. -8A a "�1@ DIMENSION TABLE sireetmWav,�ss ""o 0 oopms Mrs Mon ar cn��'8's To aowmpmry plops arced NOTES ON PULL BOXES: 1. Pull box covers must be marked as follows:"SERVICE" Service circuits PULL BOX I COVER except pull boxes marked "SPRINKLER -CONTROL"; and "TELEPHONE" IULL BOX Minimum Depth Box Minimum Depth Extension Maximum Weight L W R TE TA D Maximum Weigh No. 3%2 12" N/A 40 Ib 1'- 3%" 10%' 13/a' 2" 1/e" 1Y'4" 30 Ib NO.5 12" 10" 55 ID 1'- 111/�' 1'- 1�j' 13/e" 2" %" IY4" 60 Ib No.6 12" 10" 70 Ib 2'- 61/2' 1'- 51/Z' Z 2" 1 1/e' 2" 85 Ib BID NO. 8-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS (PULL BOX) NO SCALE NSP ES -8A DATED JANUARY 20, 2012 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. -8A a "�1@ sireetmWav,�ss ""o 0 oopms Mrs Mon ar cn��'8's To aowmpmry plops arced NOTES ON PULL BOXES: 1. Pull box covers must be marked as follows:"SERVICE" Service circuits between service point and service disconnect; "SPRINKLER -CONTROL" sprinkler control circuits, 50 V or less; "CALTRANS" on all pull boxes, except pull boxes marked "SPRINKLER -CONTROL"; and "TELEPHONE" Telephone service; N A) No. 31/2 pull box. 0 1) "SIGNAL" - Traffic signal circuits with or without street or sign 0 lighting circuits. Of 2) "ST LIGHTING" - Street or sign lighting circuits where voltage is under 600 V. Z B) No. 5, 6, 9 or 9A pull box. iii 1) "TRAFFIC SIGNAL" - Traffic signal circuits with or C without street or sign lighting circuits. G 2) "STREET LIGHTING" - Street or sign lighting circuits where voltage is under 600 V. 3) "STREET LIGHTING -HIGH VOLTAGE" - Street or sign lighting circuits where voltage is above 600 V. 4) "IRRIGATION" - Circuits to irrigation controller 120 V a or more. 5) "RAMP METER" - Romp meter circuits. Z 61"COUNT STATION" - Count or speed monitor circuits. 0 7) "COMMUNICATIONS" - Communication circuits. a 8)"TOS COMMUNICATIONS" - TOS communication line. 0 9) "TOS POWER" -TOS power. 10)"TDC POWER" - Telephone demarcation cabinet power. 11) "CCTV" - Closed circuit television circuits. 12) "TMS" - Traffic monitoring station circuits. i 13)"CMS" - Changeable message sign circuits. a 14) "HAR" - Highway advisory radio circuits. Z 2- The nominal dimensions of the opening in which the cover sets must be the same as the cover dimensions (L and W) plus 1/p" or greater. Z 3. Covers and boxes must be interchangeable with California Standard. V% When interchanged with a standard, the top surfaces must be flush 10 within 1/s". Top outside radius of covers and pull boxes must have a 1/e' radius. m 4. Pull box extension may be another pull box as long as the bottom edge of (� the pull box can fit into the cover opening. 1 BID NO. 8-0 [ -DE- 13 ADDLD PER ADDENDUM NO. 2 DATED JULY 30, 2012 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS (PULL BOX) NO SCALE NSP ES -8A DATED JANUARY 20, 2012 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. -8A a BID NO. B-0 [ -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012 MILES SHEET TOTAL ////qqqq'''' OUTS11 NOTES: (FOR LIGHTING AND SIGN ILLUMINATION CONTROL) a.` REG[ TE ED ELECTRICAL ENGINEER 1. Thebaflast voftas ges of fighting fixtures and luminaire f°e shall match line service voltages. hRJeFF c. False October 5, 2007 Et/572 2. Voltage rating of photoelectric controls shall conform PLANS APPRDVAL DATE to the service voltage indicated on the plans. Fps °F ElEG1R ICA 3. Terminal strip shall be provided for wiring to fixtures. 4. Type SCI A, SC2A, SC3A controls are similar to Types SCi, SC2 and SC3 controls respectively except test switch and wiring are not required. To aaompany plans Galed Photoelectric unit Photoelectric unit N / Photoelectric unit 15 A test Q / -� Photoelectric unit / ^ I\Ir switch 15 A test switch _ _ / NEMA 3R _ 0) r °AUTO enclosure gUTO �,� NEMA 3R 15 A test ` Contactor enclosure contactor switch _ NEMA 3R coil (240 V) I 15 A test coil (120 V) AUTO enclosure — — TEST TESTI M I ° AUTO i I sw(tch I �F C TEST Contactor t o fuse15 coil (120 V) TEST i A, 1 -pole 100 VA, 120/circuit i breaker I 30 A 15 A,2 -pole transformer 120 V to breaker 1240 V to circuit lighting fixtures Icontactor fightin fixtures or luminaires or luminaires 480 V to fighting NEMA 3R I 15 A, 1 -pole I I 120 V to I 15 A,2 -pole fixtures or luminaires I jRR enclosure circuit breaker circuit brealighting fixtures 30 A, 2-pole�kor luminoires L _ _ _ contactor A,Z-pleL contactor --30 To120 V WK To 120 V BK To 240 VRK To 480 z rservice W service service v a N TYPE LC1 CONTROL M TYPE LC2 CONTROL TYPE LC3 CONTROL G witched a alt Far tz0 v o r With no more than 800W load. For 120 V uns witChetl circuit For 240 V and 480 V un switched circuits r a z 1S A test switch 15 A test 15 A test switch — — — — — — NEMA 3R switch r I y' enclosure (n _ 1 15 A, 1 -pole 15 A, 2 -pole NEMA 3R I AUTO circuit breaker AUTO circuit breaker 120 V to Ii htin fixturesNEMA 3R enclosure ITEST ° 9 9 -1 -ST \ ITEST ° m 120 V I 240 V or 480 V 1 120 V to to lighting fixtures I Ilghting fixtures I 480 V I 3T Vi F 500 VA To test To test To test switch circuit transformer 01 switch circuit switch circuit t A fuse SK 15 A, 2 -pole I To 240 V or R BK circuit breaker STATE OF CALIFORNIA 480 V service To 12D V W L DEPARTMENT OF TRANSPORTATION service — — _ _ _ — —I BK To 480 v R ELECTRICAL SYSTEMS service (LIGHTING A N D SIGN TYPE SC1 CONTROL TYPE SC2 CONTROL TYPE SC3 CONTROL ILLUMINATION CONTROL) For 240 V or 460 V switched circuit, For 120 V switched circuit, For 480 V switched sign circui+, see Note 4 for Type SC3A see Note 4 for Type SC1A see Note 4 for Type SC2A NO SCALE RSP E5 -15D DATED OCTOBER 5, 2007 5UPERCEDE5 STANDARD PLAN ES -15D DATED MAY 1, 2006 - PAGE 472 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP ES -15D BID NO. B-0 [ -DE- 13 ADDL°D PER ADDENDUM NO. 2 DATED JULY 30, 2012