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HomeMy WebLinkAbout3.2-571SHEE T 7 TI TL E SHEET SHEET 2 CALIFORNIA AVE LEFT TURN MEDIAN MODIFICATION SHEE T 3 CALIFORNIA A VE STRIPING AND SIGNAGE PLAN, MEDIAN NOSE AND HANDICAP RAMP DETAILS SHEET 4 CALIFORNIA AVE LEFT TURN MEDIAN MODIFICATION SECTION DETAILS SHEET 5 TRAFFIC SIGNAL MODIFICA TION ES- 7A ES -3C ES -5C ES- 9B A208 RSP A 88A ES- 7 B ES -4A ES -5D ES -10 A 20C Pi ES- 7 C ES -4B ES -6A ES -77 A20D P 7 0 ES -2B ES -4C ES- 6B T- 7 7 A24A P18 ES -2C ES -4D ES- 7A T- 72 A24B P20 ES -2E ES -4E ES- 7F ES- 73A A24C P30 ES -3A ES -5A ES- 7H ES- 13B A 24D TV ES -3B ES -5B ES -8 A20A A24E CITY STANDARDS M. H. MANHOLE S-1, ST -2, S- 6, T-19 P.P. CITY OO F BA ; 170 - - III! � I � TRA FFIC SIGNA L., L IGH TING S YS TEM & MEDIA N MODIFICA TION ON NOT TO SCALE 1 FINAL PAY QUANTITIES ROAD WAY EXCA VA TION CONVENTIONAL SYMBOLS TRAFFI C STRIPES AND PA VEMEN T MARKINGS TRAFFIC STRIPE, EA SEMEN T — — — EXI S T CURB & GU T TER STRIPE, RIGHT-OF-WAY --------------- EXIST A. C. FL0WLINE -- -- CEN TERL INE - — - - - — - - - — - EXI S T. EDGE OF PA VEMEN T _�- _� _ _1 _�_�_H...__ _ ..... �_. RAILROAD TRACKS THERMOPLASTIC GUARD RAIL MARKINGS (WHITE) CHAIN LINK FENCE IMPRO VEMEN TS X UTILITY SYMBOLS w EXIST WATER LINE EXIST SEWER LINE S c; EXIST GAS LINE EXIST STORM DRAIN SD EXIST AERIAL E EXIST UNDERGROUND 11H LINES POWER LINE TV EXIST UNDERGROUND EXIST UNDERGROUND T T V CABLES PHONE LINE M. H. MANHOLE OF �.J` FIRE HYDRANT P.P. W.M. -�- P 0 WER POLE F-1 WATER ME TER W.V. t; EXISTING MONUMENT WA TER VALVE FU TORE MONUMEN T G.M. . M . GA S ME TER S. L. G. V. 3 S TREE T LIGHT GAS VALVE - 0-� S TREE T L I GH T W/MAST ARM BENCHMARK C.O. CLEAN OUT A U TO SCOPE © PRE- EMP TION DEVICE NOT TO SCALE 1 FINAL PAY QUANTITIES ROAD WAY EXCA VA TION CU YD REM0 VE TRAFFI C STRIPES AND PA VEMEN T MARKINGS TRAFFIC STRIPE, DETAIL 9 (THERMOPLASTIC) TRAFFIC STRIPE, DETAIL 22 (THERMOPLASTIC) TRAFFIC STRIPE, DETAIL 38 (THERMOPLASTIC) TRAFFIC STRIPE, 4" STRIPE (THERMOPLASTIC) THERMOPLASTIC PA VEMENT MARKINGS (WHITE) 215 CU YD 1534 SF 270 LF 705 LF 230 LF 230 LF 905 SF F7 Job No.: T1 K213 File Path: T71<13111 18 09.DWG STATE OF CALIFORNIA I NO TE: THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID LICENSES: CL14SS 4 or C— >O NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. Q W Z U q Q Q LL 1 APPROVED BY_ U ; 0 O RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31—,11 DATE PUBLIC WORKS DIRECTOR ,J QROFESS/pN Q � pEAN 4� F App ROVAL. RECOMMENDED BY: Luti C 46803 j * Exp. 6-30-11 A SISTANT PUBLIC WORKS DIRECTOR DATE 9T CIVIL F of CA��Fo CIVIL ENGIN ER V — DESIENGINEERING DATE M `7 /2- TRAFFIC ENGINEERING DATE TRAFFIC SIGNAL, LIGHTING SYSTEM NO 1 AND MEDIAN MOD of ON CALIFORNIA AVE AT CHESTER AVE 5 SHEETS _ ___ 0 _ _ 2 ----,3 ___3 _-_ n Ln 4 0 0 N 0 (D c V) U F U 0 0 1 0 C) U c 0 0 U 0 U C) cn U U U a 0 c 0 1 C) U d- d - V Q ry c� z_ Q ry 0 1-11 ►-4 DRILL HOLE INTO EXISTING CONC PVMT 1318„ FOR 1%" DIA DOWEL BAR. USE CHEMICAL ADHESIVE TO BOND BAR TO EXISTING CONCRETE. NEW HARDENED FRESH JPCP CONCRETE EX JPCP 9 JOINT ��Typ U) 4 4 V A 4 4V. N o E CONC DOWEL BAR I BASE f Y4 „ COATED WITH BOND BREAKER TRANSVERSE CONTACT JOINT DETAIL NOT TO SCALE CONSTRUCT/ON NOTES CONTRACTOR SHALL BEGIN SAWCUT AND REMOVAL OF EXISTING ASPHALT CONCRETE PAVEMENT SECTION D-2, AND MEDIAN 2 FEET AWAY FROM THE NORTH FACE OF EXISTING MEDIAN CURB AND EXCAVATE TO A DEPTH OF 1.30 FEET, PROOF ROLL NATIVE, AND BACKFILL WITH 0.45' TYPE "A" AC OVER 0.85' CL 2 AGG BASE OVER 1.20' COMPACTED GROUND TO 95% RELATIVE DENSITY. CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT SECTION C-2 AND MEDIAN 1 FOOT FROM THE SOUTH FACE OF MEDIAN CURB AND BACKFILL FULL DEPTH WITH ASPHALT CONCRETE TO A DEPTH OF 1.0'. CONTRACTOR SHALL BEGIN SAWCUT AND REMOVAL OF EXISTING PORTLAND CONCRETE CEMENT PAVEMENT SECTION B-2, AND MEDIAN AND EXCAVATE TO A DEPTH OF 1.17' TO THE LIMITS SHOWN ON THE PLANS, SHEET 3, PROOF ROLL NATIVE AND BACK FILL WITH .67' PCCP PAVEMENT OVER 0.5' CL 2 AGG BASE OVER 1.0' SUBBASE COMPACTED GROUND TO 95% RELATIVE DENSITY. 2 CONTRACTOR SHALL CONSTRUCT TYPE "M" MEDIAN CURB PER CITY OF BAKERSFIELD STANDARD ST -2, EXCEPT CURB FACE EXPOSURE SHALL BE SET BY PAVEMENT TIE-IN AS SHOWN. 3 CONTRACTOR SHALL CONSTRUCT TYPE "M" MEDIAN CURB PER CITY OF BAKERSFIELD STANDARD ST -2, EXCEPT CURB HEIGHT SHALL BE 0.50 FEET. 4 CONTRACTOR SHALL SAWCUT 2' MINIMUM FROM FACE OF EXISTING MEDIAN CURB ON SOUTH SIDE OF EXISTING- MEDIAN AND 2' MINIMUM FROM FACE OF NORTH SIDE OF MEDIAN THAT LIE PARALLEL TO STREET CENTERLINE, UNLESS OTHERWISE SHOWN OTHERWISE ON THE PLANS. 5 CROSS SLOPE VARIES: STA. 18+25 SHALL BE 2.0%; STA. 18+72 SHALL BE 1.5%. 6 WHEN WIDTH OF MEDIAN IS 12.50 FEET OR LESS AS MEASURED BETWEEN BACK OF CURB, CONTRACTOR SHALL INSTALL HARDSCAPE SURFACE PER CITY OF BAKERSFIELD STANDARD L-12. THE TEXTURED SURFACE SHALL BE 4" THICK 3/8" PEA GRAVEL EXPOSED AGGREGATE CONSTRUCTION SIMILAR TO THE EXISTING MEDIAN ISLAND HARDSCAPE TEXTURE AND COLOR DIRECTLY EAST OF THE INTERSECTION ON CALIFORNIA AVENUE AND PER THE SPECIAL PROVISIONS. PRESERVE EXISTING TURF, AND IRRIGATION SYSTEM. CONTRACTOR SHALL COMPACT MEDIAN FILL TO 90% RELATIVE DENSITY. CITY OF BAKERSFIELD, CALIFORNIA DRILL I" DIA HOLE INTO EXISTING JPCP. USE CHEMICAL ADHESIVE TO BOND THE BAR EXISTING JPCP TO EXISTING CONCRETE PA VEMEN T TYP BASE j JOINT FRESH JPCP 116 DEFORMED COA TED WI TH - TIE BAR BOND BREAKER JPCP Q o E Conc \ j U LONGITUDINAL CONSTRUCTION JOINT NOT TO SCALE TIE BAR DETAILS (DRILL AND BOND LOCATIONS PER STATE STD PLAN P1) EXISTING MEDIAN CURB TO REMAIN EXISTING PA VEMENT SURFACE 2.0% /..• It EXISTING PA VEMENT SURFACE u HOT MIX ASPHAL T CONCRETE PAVEMENT TIE-IN 2' TO 19' 4 z J FINISH Q GRADE 2.% MA TCH EXISTING EXISTING PAVEMENT SURFACE NOTE: SAWCUT TO CLEAN 0.45' TYPE "A" AC OVER VERTICAL LINE.' 0.85 CL2 AGG BASE OVER 1.2' COMPA C TED GROUND TO 95Z RELA TI VE DENSI TY 2 / STA 17+65 TO STA. 18+25 2' HOT MIX ASPHALT CONCRETE PA VEMEN T 4 TIE-IN HOT MIX ASPHALT CONCRETE PA VEMENT NOTE: SAWCUT TO CLEAN VERTICAL LINE. 2 ,ISTA 18+25 TO STA, 19+41 NOT TO SCALE J MA TCH EXISTING J T - EXISTING PA VEMENT SURFACE 0.45' TYPE "A" AC OVER 0.85' CL2 AGG BASE OVER 1.2' COMPACTED GROUND TO 95% RELA TI VE DENSITY NOT TO SCALE File Name: California Median Mod -033011 1 Dra wn: S. L 0 WEIR T PUBLIC WORKS DEPARTMENT Job No.: T7K131 Engineer: R. TABLIT Date: Jun. 1, 11 Checked By JOINT ---� 1'-6"±y4" USE TYPE B JOINT, 9"T p SEE JOINT DETAILS, REVISED STD PLAN RSP P20. Q)a) o E � U Base Dowel bar TRANSVERSE WEAKENED PLANE JOINT NOT TO SCALE 2' HOT MIX ASPHAL T CONCRETE PA VEMENT 4 TI�--} MATCH EXISTING EXISTING PA VEMENT SURFACE B� ... .... ... _................_............_........ .......... ...........__ ......... ... ._.. .."3 471 NEW PORTLAND CEMENT rONCRF TF PA 'VFMFN T VL—I\ I 1V/—AL L I I V L. 2 / STA 18+72 TO STA. 19+47 z CONFORM TO EXISTING SURFACE EXISTING PORTLAND CEMENT CONCRETE SURFACE 0.67' PCC PA VEMENT OVER 0.50' CL2 AGG BASE OVER 0 1.0' SUBBASE COMPACTED TO 95% RELA TI VE DENSITY. NOT TO SCALE QRpFESS/CN �. �F. oEAN ASPHAL T REGIS TERED C1 _ E GlN ER C 46803 [i * Exp. 6-30-11 f /f CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qT C/VjL'r'�� PA VEMENT OF BAKERSFIELD, CA 93301 CA��F�/'� REVISIONS No. DA TE DESCRIPTION 1 / / EXISTING PAVEMENT 2 1. a. a 3 471 NEW PORTLAND CEMENT rONCRF TF PA 'VFMFN T VL—I\ I 1V/—AL L I I V L. 2 / STA 18+72 TO STA. 19+47 z CONFORM TO EXISTING SURFACE EXISTING PORTLAND CEMENT CONCRETE SURFACE 0.67' PCC PA VEMENT OVER 0.50' CL2 AGG BASE OVER 0 1.0' SUBBASE COMPACTED TO 95% RELA TI VE DENSITY. NOT TO SCALE NOTE: SAWCUT TO CLEAN VERTICAL LINE. NOT TO SCALE - MEDIAN MODICA TIONS CALIFORNIA AVENUE AT CHESTER AVENUE r7 r SHEET NO. 2 OF 5 0 1 2 3 5.5' HOT MIX ASPHAL T NEW PORTLAND CONCRETE CEMENT CONCRETE PA VEMEN T PA VEMENT TIE-IN z CONFORM TO EXISTING SURFACE. FINISH j GRADE EXISTING PAVEMENT SURFA CE 1. a. a NOTE: SAWCUT TO CLEAN VERTICAL LINE. NOT TO SCALE - MEDIAN MODICA TIONS CALIFORNIA AVENUE AT CHESTER AVENUE r7 r SHEET NO. 2 OF 5 0 1 2 3 J m Q w m m 0 Li O J m 0 I I -0 O O I 0 c C) C) L 0 4- a U 0 I a� w c F0 k a) U) F v 4-1a 0 c L 0 4 v r / FT w Q m 0 z Q m 0 0 j"___.........._........._....._............._...._...,__,,..._..._.................. ....... _ . _... ___,....,,..._....._.................,.__ _......... LEGEND NEW ASPHALT CONCRETE PAVEMENT TO BE a CONTRACTOR SHALL SAWCUT AND REMOVE CONTRACTOR SHALL REMOVE EXISTING INSTALLED WHERE INDICATED ON THE PLANS. ¢� EXISTING PORTLAND CEMENT CONCRETE MEDIAN CURB, HARDSCAPE AND TURF SEE SHEET 2 FOR DETAILS. PAVEMENT AND CONSTRUCT NEW PORTLAND WHERE INDICATED ON THE PLANS. CEMENT CONCRETE PAVEMENT AS INDICATED ON THE PLANS. ELEVATION CONTROL FOR NEW MED/AN CURB SOU TH CURB FROM STA. 18+72 TO STA. 19+41, TOP OF CURB ELEVATION IS CONTROLLED BY CROSS SLOPE OF NEW PORTLAND CEMENT CONCRETE PAVEMENT SHOWN IN SECTION "B-2 ; SEE SHEET 2. STA. 17+65, MA TCH TOP OF NEW MEDIAN CURB TO TOP OF EXISTING MEDIAN CURB, THEN STRAIGHT GRADE TOP OF MEDIAN CURB FROM STA. 17+65 TO STA. 18+72. NOR TH CURB STA. 18+25, MATCH TOP OF NEW MEDIAN CURB TO TOP OF EXISTING MEDIAN CURB. STA. 19+41, TOP OF CURB ELEVATION IS CONTROLLED BY THE CROSS SLOPE OF NEW PORTLAND CEMENT CONCRETE PAVEMENT SHOWN IN SECTION "B-2 ; THEN STRAIGHT GRADE TOP OF MEDIAN CURB FROM STA. 18+25 TO STA. 19+41, cl= (,I ir-rr 1) STA. 18+25-14.99' L T BEGIN REMOVAL OF EXISTING MEDIAN CURB, BEGIN SAWCUT AND REMOVAL OF EXISTING ASPHALT CONCRETE PAVEMENT; BEGIN CONSTRUCTION OF TYPE "M" MEDIAN CURB. SEE SHEET 2 FOR DETAILS NEW HARDSCAPE, SEE DETAILS ON SHEET 2. r%nflruin AArnIAAl1— AAin 2'(TYP) BEGIN REMOVAL OF EXISTING MEDIAN CURB, BEGIN SAWCUT AND REMOVAL OF EXISTING ASPHALT CONCRETE PA VEMENT• BEGIN CONSTRUCTION OF TYPE "M" MEDIAN CURB. BEGIN 16.95'X60' BAY TAPER, SEE SHEET 2 FOR DETAILS A I II—nnn ii STA. 18+87 END ASPHALT CONCRETE PAVEMENT TRANSITION PANE INSTALL TRANSVERSE CONTACT JOINT TO NEW AND EXISTING PCCP PER STATE STANDARD PLAN P30, SEE SHEET 2. STA. 18+7 .99' L T —° - CONTRACTOR SHALL CONSTRUCT TEXTURED �2-j CONCRETE PER DETAIL ON SHEET 2. - _. __ _ _ FO FO — — — — _.... . . .......... STA. 1.9+0,9. STA. 1.9+ 17 ANn .STA 19+.32 �, fir. ��... .� � EX TRANSVERSE W 4 EAKEND �' �� i PLANE JOINTS. I # 4 II <, 4 ...... .... .-.�.._.. ____ .......W.� .._..._... _. f _.. MEDIAN BAY TAPER 16.95' x 60' STATION OFFSET 17+65 3.96' RT 17+70 3.69' RT 17+75 2.90' RT 17+80 1.58' RT 17+85 0.28' LT 17+95 4.52' LT 18+05 8.75' LT 18+10 10.61' LT 18+15 11.93' LT 18+20 12.73' LT 18+25 1 12.99' LT w STA. 19+52.50-16.99' LT END SAWCUT AND REMOVAL OF EXISTING ASPHALT CONCRETE PAVEMENT; END CONSTRUCTION. W STA. 19+47-12 99' L T ( n END CONSTRUCTION PORTLAND 0 J CEMENT CONCRETE PA VEMENT W SAWCUT LINE Z CENTERLINE OF CALIFORNIA AVENUE CENTERLINE OF CONSTRUCTION STA. 19+52.50-0.99' L TEND SAWCUT AND REMOVAL OF EXISTING ASPHAL T CONCRETE PAVEMENT; END CONSTRUCTION. STA. 19+47-0.99' L TEND SAWCUT AND REMOVAL OF EXISTING PORTLAND CEMENT END CONSTRUCTION PORTLAND CEMENT CONCRETE PA VEMEN T AND PA VE— MENT END ANCHOR TRANSITION PANEL PER STD P30. s _ i SCALE: I" = 10' BASIS OF BEARING THE CENTERLINE OF CALIFORNIA AVENUE WAS USED AS THE BASIS OF BEARING = S 8,9'26' 47" E BENCHMARK THE MONUMENT AT THE INTERSECTION OF CALIFORNIA AVENUE AT CHESTER AVENUE. ELEV.= 396.02 GENERAL NO TES : 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES I FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLEL Y ON THE CONTRACTOR. ' 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. SEE SHEET 4. 3 CONCRETE FINISHES SHALL CONFORM WITH THE STA TE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 73. I CONSTRUCT/ON NOTES: I 11 CONTRACTOR SHALL CONSTRUCT MOW RAMP PER CITY OF BAKERSFIELD STANDARD L-12. File Name: Colifornia Median Mod- 011. S. LOWE MEDIAN MODICA TIONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7KI31 Engineer: R. TABLIT Date: Jun. 1, 11 Checked By.- CALIFORNIA AVENUE AT CHESTER AVENUE 3 OF 5 1 1 1 1 --l-i 0 1 2 3 i QRpF E S SNq DEAN R REGISTERED Cl V L ENGINEER C 46803 * Exp. 6-30-11 * f CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 CAS\� REVISIONS No. DA TE DESCRIP TION �2 ,3 i SCALE: I" = 10' BASIS OF BEARING THE CENTERLINE OF CALIFORNIA AVENUE WAS USED AS THE BASIS OF BEARING = S 8,9'26' 47" E BENCHMARK THE MONUMENT AT THE INTERSECTION OF CALIFORNIA AVENUE AT CHESTER AVENUE. ELEV.= 396.02 GENERAL NO TES : 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES I FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLEL Y ON THE CONTRACTOR. ' 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. SEE SHEET 4. 3 CONCRETE FINISHES SHALL CONFORM WITH THE STA TE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 73. I CONSTRUCT/ON NOTES: I 11 CONTRACTOR SHALL CONSTRUCT MOW RAMP PER CITY OF BAKERSFIELD STANDARD L-12. File Name: Colifornia Median Mod- 011. S. LOWE MEDIAN MODICA TIONS SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T7KI31 Engineer: R. TABLIT Date: Jun. 1, 11 Checked By.- CALIFORNIA AVENUE AT CHESTER AVENUE 3 OF 5 1 1 1 1 --l-i 0 1 2 3 z Q oc O W� .......___ LEFT LANE MUST TURN LEFT EXISTING MEDIAN ISLAND ��\ \ EXISTING STORM DRAIN INLET I 8.337 SL OPE ECR MA TCH EX. ECR! 0 Q /q 1 1 CO < < 12 `[1 [ r < 7,[ 4' TYP R-14' 12' (TYP) HANDICAP RAMP DETAIL N/W CORNER 1"=10' Ro 1 " 10' 1 4' TYP. Z� 394 SQFT EXISTING STORM DRAIN INLET tl ,t ;t 12 l 115 8.33q SLOPE, 5' ' 1 . . . . . . . . '1 HANDICAP RAMP DETAIL N/E CORNER 1 "=10' 421 SQFT SCALE 1"=40' 125 SQFT LEGEND 44 HANDICAP RAMP & SIDEWALK STRIP/NG/SIGNAGE MEDIAN NOSE MODIFICATION NOTES: 1O CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS INDICATED ON THE PLANS. Q2 INSTALL 1' WIDE THERMOPLASTIC CROSSWALK STRIPING. (WHITE) O3 INSTALL THERMOPLASTIC TYPE IV ARROWS GINSTALL THERMOPLASTIC DETAIL 9 O5 INSTALL THERMOPLASTIC DETAIL 22 Q6 INSTALL THERMOPLASTIC 4" STRIPE (WHITE) O7 INSTALL THERMOPLASTIC DETAIL 38 O8 REMOVE AND RELOCATE SIGN INDICATED TO N 108 LF WEST Q9 REMOVE SIGN INDICATED 10 MODIFY MEDIAN NOSE PER DETAIL THIS SHEET GCONSTRUCT ACCESS RAMPS PER DETAIL THIS SHEET AND STATE STD PLAN RSP A88A, LATEST REVISION. 12 CONSTRUCT TYPE "B" CURB AND GUTTER REMOVE CVICITIAI/1 AJCrl1AAl A//1C`r 7,'1 T//r LIMI TS ST -12, MA TCH 400 SQFT NEW MEDIAN NOSE SHALL BE TANGENT TO NEW CROSSWALK MARKING. NORTH LEG MEDIAN NOSE MODIFICATION DETAIL CHESTER AVE 8.33% SLOPE R9 BCR MA TCH EX. 10' 1 " 010' R=14' _.......... -._ 11 `� •` � � 10' C / ' [ < 12 <., . ......... ....... L [ < 14 .[ 1 , < <'1 ' 1 < [ [ L < .[ [<L [ ECR MA TCH I EXISTING BUSINESS HANDICAP RAMP DETAIL SIGN S/W CORNER 1))=101 /QRpFESS/CN SEAN0 , c� Q rT REGIST RED l VlL NGINEER C 46803rn * Exp. 6-30-11 * / CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF C1V1\- o��` 1 BAKERSFIELD, CA 93301 OF CALF , REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 REMOVE EXISTING MEDIAN NOSc- Tn Tuc L TS SHOWN AND PA TCH PEi ST -12 INSTALL NEW MEDIAN N MA TCH EXISTING. 10 EXISTING DROP INLET 2' PAVEMENT TIE-IN (TYP) ALL CORNERS PER COB STD ST -12 EXISTING STORM DRAIN INLET SOUTH LEG MEDIAN NOSE MODIFICATION DETAIL 1`10' CHESTER AVE 1 8.339 SLOPE- \ I , 8.5'�_� 1 R9 1 "= 1 C' R=14' j �— EXISTING BUSINESS " SIGN HANDICAP RAMP DETAIL SIE CORNER 1 11=10' File Name: T7K131_ll 18 09.dwg Drawn: RLT HANDICAP RAMP, MEDIAN NOSE MODS, SIGNING AND STRIPING PLAN SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TIK213 Engineer: AR Date: 3/14/2011 Checked By: CALIFORNIA AVENUE AT CHESTER AVENUE 4 OF 5 0 1 2 3 POLE SCHEDULE NN S - MAST ARM SIGNALS SIGNS j LOC. STANDARD LIGHTING WALK W-DVV PPB ST. NAME SIGN ;i SIGNALS VEHICLE DON'T WALK,0 .0' POLE OR MASTARM MOUNTED REMARKS 15'(e) SV-1-T(e)PROTECT IN PLACE -i A 24-4-80(e) 0 MAS(e) Sp- o8(e) 06(e) TO REMAIN NOT IN ACTUAL 45'(e) L T -MA T(e) L OCA TION W. \ I OE�,, TYPE IA(e) TV -2- T(e) SP-1-T(e) 06(e) 08(e) TO REMAIN SV -2— T e ( ? 29-5-80(e) 55'(e) LIVAS(e� e sP-1- T(e) o2(e) 08(e) R73 -2(e); R73 -3(e) R S F A REMO VE j i PPB POST(e) 08(e) 02(e)El REMO VE Li Type 15(e) MAS sv-1— T(e) 25'(e) SV -1- T(e) R S REMOVE 15' (e) SV -2- T(e) 2(e I o; TYPE Ill STD(e) 18' (e) MAS(e) SP -2- T(e)4( �12(e) CALIFORNIA A VENUE(e) ®5 R S F A REMOVE I ; e - M I f PPB POST(e) 04(e) RS REMOVE " SCALE: 1 "=20' F 15' (e) SV -2- T(e) LJ H ' TYPE Ill STD(e) 18' (e) MAS(e) E] REMOVE TYPE IN STD(e) 15 (e) SV -2- T(e) SP -2- T(e) 6 e () R S F A REMO VE 18' (e) MAS(e) 4 e �4(e) CALIFORNIA A VENUE(e) 5 �jjPPB POST 06(e) R S REMOVE I AB TYPE I STD(e) TV— 1(e)R S REMO VE I I TYPE 1A(s) TV -2- T(c) SP-1-T(c) 08(c) 02(c) 6 15'(s) SV -1- T c SIGNAL EQUIPMENT- 041 26-4-100(s) 45,MAS(c) SP -1- T(c) 04(c) 02(c) CALIFORNIA A VENUE(e) 5 4 9 (c) Con tractor Provided L T MA T c (s) City Provided (e) Existing F H F I R W } 0 _ ..... ... __.. .......... ... __ - - - _ o _. ... __ 8 7 EX SIGNAL INTERCONNECT - - - - - - - - - 4 t - - - EXISTING IRRIGATION VALVES, CIRCUIT, AND TREE --- -- �R�TC-�TINPLACE-- AB 9 106 i - - - - - - - CB AB 06 B 115.50' PC - jI " f POLE SCHEDULE O QROFESS/p��`.� MASTARM SIGNALS SIGNS -- - - - - - - - - SIGNALS DON'T WAL K 0 0 POLE OR MAST ARM MOUNTED REGI S T RED CIVIL N GI NEER £' C 46803 i TYPE 1A(s) TV-2-T(c) SP-1-T(c) 02(c) 04(c)* Exp. 6-30-11 t I 06(c) 04(c) CHESTER A VENUE(e) F5 4 9 CITY OF BAKERSFIELD 1501 TR U X T U N A VENUE qTF F i 55 ! I O LT—MATc BAKERSFIELD CA 93301 . CA I i j I P TYPE 1A(s) TV-2-T(c) SP-1-T(c) 04(c) 06(c) 75 S -- - - - - - - - - - No. DA TE DESCRIP TION -� -- , E 55(s) L T—MA)T c CHESTER A VENUE(e) PROTECT IN PLACE -- -- ------ v 2 NOT IN ACTUAL EX INTERCONNECT M ALL PEDESTRIAN INDICA TION MODULES SHALL BE NEW, LED "UPRAISED HAND," AND "WALKING PERSON" COMBO, INTERNA TIONAL PROTECT IN W \l' SYMBOL TYPES AS DETAILED IN THE SPECIFICA TIONS --- _ LOCA TION PLACE I ©3 LOCATIONS OF THE STANDARDS SHALL BE 4' MINIMUM BETWEEN FACE OF THE POLE AND THE FLOWUNE, OR 5' BEHIND 9 - - - - -- �, FL0WLINE WHERE APPLICABLE, OR AS DIRECTED BY THE ENGINEER AT THE SITE. I C 4� - - - - - - -� _ _ `�,I _ PROTECT IN PLACE R W OPTICOM 711 PREEMPTION DEVICES ON POLES & TO _. _ 5} W. I I POLES QO & ®. CONTRACTOR SHALL FURNISH AND INSTALL CABLES AND MOUNTING HARDWARE (PELCO AB -121) FOR 12 �2 --------- ---_----__� _ -- -__ - PROTECT IN PLACE - CAL_ / F O fes' /\/ I A A V� __________J CONDUCTOR NOTES: I — — — — — — —�slim_x ,. 1. Conduits designated (N)ew or (E)xist refer to Contractor provided conduits or new conductors where shown in - - - -J ..:k - 123.75' the schedule. Existing useable signal conductors shall remain or left as a spare, otherwise un -used conductors shall bI - removed to allow spacing for new conductors. Existing conduit not used in the signal system shall be abandoned in 05 L J place or removed. EXISTING DLC AS SCHEDULED SHALL BE REMOVED AND RE -PULLED IN NEW CONDUITS AS SHOWN. _ CONDUCTOR SCHEDULE CONDUIT SIZE 2-3" 3" 2" 1 " 3" 3" 2" 2" 3" 3" 2" 3" 3" 3" 2" 3" 2" 1 " 2" 2" — — CONDUCTOR RUN 1 2 �3 4 7 QS 9 10 11 12 13 14 15 16 17 18 19 20 I o DESIGNATION E N N E N N N N E N N E E N N N N N E E E N I 28 CONDUCTOR 92 CONDUCTOR I W 9 CONDUCTOR Q 5 CONDUCTOR ! #10 LIGHTING ;I PREC BLE .0' 2 DETECTOR 3 3 - 6 3 .0 3 DETECTOR % � ✓j /� fj j _ .0" 4 DETECTOR 3. 3 0 5 DETECTOR QD .0' 7 DETECTOR ; . � „✓ � %y � �j I ? I 0 8 DETECTOR ,-6 /6 -'''6 ''2 /4 ✓ '4 � 3 [ ! o TOTAL 6- r- '7 3� 4 3 ✓7 s' 3 '3 4 74 ✓7 - 7 .✓ 7 , ✓'2 ,/5 5 3 115.50' PC - jI " f POLE SCHEDULE O QROFESS/p��`.� MASTARM SIGNALS SIGNS I LOC. STANDARD LIGHTING WALK VEHICLE W -D PPB ST. NAME SIGN REMARKS - �,/ �; �� SIGNALS DON'T WAL K 0 0 POLE OR MAST ARM MOUNTED REGI S T RED CIVIL N GI NEER £' C 46803 i TYPE 1A(s) TV-2-T(c) SP-1-T(c) 02(c) 04(c)* Exp. 6-30-11 t SV- -T c MA (s) MAS(c) SP - 1- T(c) Q ? 29-5-100(s) 06(c) 04(c) CHESTER A VENUE(e) F5 4 9 CITY OF BAKERSFIELD 1501 TR U X T U N A VENUE qTF F i 55 ! I O LT—MATc BAKERSFIELD CA 93301 . CA I i j I P TYPE 1A(s) TV-2-T(c) SP-1-T(c) 04(c) 06(c) 75 A B REVISIONS "V— T c 15'(s) SMA�(c) Q 29-5-100(s) MA SP -1- T(c) R73 -5(c) 06(c) 04(c) F No. DA TE DESCRIP TION , E 55(s) L T—MA)T c CHESTER A VENUE(e) CONSTRUCT/ON NOTES = (c) Contractor Provided v 2 (s) City Provided " 1© CONTRACTOR SUPPLIED LUMINAIRES SHALL BE CUTOFF TYPE, 20OW HPSV ON POLES M & @. (e) Existing EX INTERCONNECT M ALL PEDESTRIAN INDICA TION MODULES SHALL BE NEW, LED "UPRAISED HAND," AND "WALKING PERSON" COMBO, INTERNA TIONAL PROTECT IN W \l' SYMBOL TYPES AS DETAILED IN THE SPECIFICA TIONS --- _ 3 PLACE I ©3 LOCATIONS OF THE STANDARDS SHALL BE 4' MINIMUM BETWEEN FACE OF THE POLE AND THE FLOWUNE, OR 5' BEHIND -- - - - - - - - -- �, FL0WLINE WHERE APPLICABLE, OR AS DIRECTED BY THE ENGINEER AT THE SITE. I C 4� - - - - - - -� _ _ `�,I _ PROTECT IN PLACE " I ® CONTRACTOR SHALL REMOVE AND RE -INSTALL (2) EXISTING OPTICOM 711 PREEMPTION DEVICES ON POLES & TO W. I I POLES QO & ®. CONTRACTOR SHALL FURNISH AND INSTALL CABLES AND MOUNTING HARDWARE (PELCO AB -121) FOR NEW POLE STANDARDS EXACT HARDWARE MOUNTING PLACEMENT SHALL BE DETERMINED BY THE TRAFFIC ENGINEER IN THE FIELD/7N F51 . CONTRACTOR SHALL REMOVE EXISTING STREET NAME SIGNS FROM POLES UF & D &©AND RE -INSTALL TO POLES& @ &®PER SPECIAL PROVISIONS, RESPECTIVELY. © REMOVE EXISTING HANDICAP RAMPS AND CURB AND GUTTER AND CONSTRUCT NEW CASE A ACCESS RAMPS PER CAL TRANS ASSA, LATEST VERSION, INCLUDING DETECTABLE " WARNING SYSTEMS ON THE N/W, S/W AND SIE CORNERS CONSTRUCT CURB AND GUTTER AND PROVIDE 2 FOOT PAVEMENT TIE-IN FROM BCR TO ECR AND MATCH EXISTING FOR EACH INSTALLED ACCESS RAMP. REMOVE EXISTING HANDICAP RAMP, CURB AND GUTTER ON THE N/W CORNER TO THE LIMITS SHOWN AND CONSTRUCT NEW CASE A I I CB 2 i ACCESS RAMP CURB AND GUTTER PER ABOVE REFERENCED STANDARD INCLUDING DETECTABLE WARNING SYSTEM, SEE SHEET 4, HANDICAP RAMP DETAILS I E I 1 CONTRACTOR SHALL CONNECT NEW DLC'S TO EXISTING ADVANCED LOOPS AND TIE-IN TO MODIFIED SIGNAL SYSTEM AS SHOWN ON THE PLANS. I I I CC BUSINESS SIGN (TYP) IF 1 _ Ell 0,3QK 08 02 4 S W _.. S 2 _ M. H. - S S _-_-._- s_ _____ ____ _-___ _ 12 AB CC . E X0407 EsN E = EXISTING or N = NEW (CONDUCTORS) " v File Name: T7K131 11 18 09. CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T1 K213 Date: 5/2/2007 . . ...... . . . . ....... CD -- — __ - R ® LOOPS SHALL BE CENTERED IN THEIR RESPECTIVE LANES AND AS DIRECTED BY THE ENGINEER AT THE SITE. TYPE C LOOPS SHALL BE 6'X50' DETECTOR LOOPS AND LEAD -/N CABLES WITHIN 8 FEET OF THE CURB FLOWUNE SHALL BE A MINIMUM OF 1.5 INCHES BELOW THE SURFACE OF THE PA V/NG OR PCC. LOOPS SHALL BE INSTALLED ONLY BETWEEN THE HOURS OF 8. -JO AM -4.• 30 PM. LOOPS INSTALLED IN CONCRETE PADS SHALL BE SEALED WITH EPDXY SEALANT, PER SPECIFICATIONS. 51INSTALL PULL ROPES FROM THE CONTROLLER CABINET TO EACH LUMINAIRE ARM. THE PULL ROPE SHALL BE NYLON OR POLYPROPYLENE WITH A MINIMUM TENSILE STRENGTH OF 500 POUNDS. THE PULL ROPE SHALL BE DOUBLED BACK AT LEAST 2 FEET AT EACH END. 10 EXISTING PULLBOXES NOT USED IN THE MODIFIED SIGNAL SYSTEM SHALL BE REMOVED. PROTECT IN PLACE NOT IN ACTUAL L OCA TION 31 X X REFER TO CAL TRANS STA TE STADARD PLAN ES -1A FOR STANDARD NOTE LEGEND Jwq Drawn: RL T Engineer: NF Checked By w 1AI7-rn/'nninir11r HANDICAP RAMP DETAIL S/W CORNER 1"=10' TRAFFIC SIGNAL MODIFICATION CALIFORNIA AVENUE AT CHESTER AVENUE SIGNAL ELECTRIC 7VICE ;ONTROLLER PLACE SHEET NO. 5 OF 5 0 1 2 3 V. _ _.._ _ _ _ __... ...... _ _........... ---- ;=,i 75 A B _ __.i ___ :- ._ .: _ - _ :- .____...... EX POWER PEDESTAL — — — — — — — — — — — — - EX INTERCONNECT PROTECT IN W \l' -- --- _ PLACE A-- -- - - - - - - - -- - - - - -- -- -� _ - — - - - - - - - - - -� _ _ `�,I _ PROTECT IN PLACE W. 12 -- --------- ---_----__� _ -- -__ - PROTECT IN PLACE - L_ __________J CIO — — — — — — —�slim_x L- -- - - - - - - -J �� - 123.75' ---- - --- � - -- - --� - -_-. 05 L J 02 4 S W _.. S 2 _ M. H. - S S _-_-._- s_ _____ ____ _-___ _ 12 AB CC . E X0407 EsN E = EXISTING or N = NEW (CONDUCTORS) " v File Name: T7K131 11 18 09. CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T1 K213 Date: 5/2/2007 . . ...... . . . . ....... CD -- — __ - R ® LOOPS SHALL BE CENTERED IN THEIR RESPECTIVE LANES AND AS DIRECTED BY THE ENGINEER AT THE SITE. TYPE C LOOPS SHALL BE 6'X50' DETECTOR LOOPS AND LEAD -/N CABLES WITHIN 8 FEET OF THE CURB FLOWUNE SHALL BE A MINIMUM OF 1.5 INCHES BELOW THE SURFACE OF THE PA V/NG OR PCC. LOOPS SHALL BE INSTALLED ONLY BETWEEN THE HOURS OF 8. -JO AM -4.• 30 PM. LOOPS INSTALLED IN CONCRETE PADS SHALL BE SEALED WITH EPDXY SEALANT, PER SPECIFICATIONS. 51INSTALL PULL ROPES FROM THE CONTROLLER CABINET TO EACH LUMINAIRE ARM. THE PULL ROPE SHALL BE NYLON OR POLYPROPYLENE WITH A MINIMUM TENSILE STRENGTH OF 500 POUNDS. THE PULL ROPE SHALL BE DOUBLED BACK AT LEAST 2 FEET AT EACH END. 10 EXISTING PULLBOXES NOT USED IN THE MODIFIED SIGNAL SYSTEM SHALL BE REMOVED. PROTECT IN PLACE NOT IN ACTUAL L OCA TION 31 X X REFER TO CAL TRANS STA TE STADARD PLAN ES -1A FOR STANDARD NOTE LEGEND Jwq Drawn: RL T Engineer: NF Checked By w 1AI7-rn/'nninir11r HANDICAP RAMP DETAIL S/W CORNER 1"=10' TRAFFIC SIGNAL MODIFICATION CALIFORNIA AVENUE AT CHESTER AVENUE SIGNAL ELECTRIC 7VICE ;ONTROLLER PLACE SHEET NO. 5 OF 5 0 1 2 3