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HomeMy WebLinkAboutT8K029_T8K053SIGNALS_LIGHTING_COFFEEATOLIVE_FRUITVALEATHAGEMAN_PG1i CITY OF BAE 'IAKERSFIELD DEPARTMENT OF PU OF PUBLIC WORKS LIST OF DRAWINGS 1. TITLE SHEET 2. TRAFFIC SIGNAL AND LIGHTING SYSTEM ON suw+E+no ~ j COFFEE ROAD AND OLIVE DRIVE CITY OF BAKERSFIELD to SMN FWINCLSCO Y 3. TRAFFIC SIGNAL AND LIGHTING SYSTEM ON PLANS FOR TRAFFIC SIGNAL ~ 3NAL AND LIGHTING SYSTEM .FRESNO 00 FRUITVALE AVENUE AND HAGEMAN ROAD N O Nt~ CD INSTALLATION. _ATIONS ON LOS ANGELES ryYN G CALTRANS 1992 STANDARD PLANS COFFEE ROAD ES-1A ES-3C ES-6RA ES-13 FRUITVALE AVENUE 0 ES-1B ES-3D ES-6S ES-14 AT AND ►ND AT STATE OF CALIFORNIA a O ES-2C ES-3E ES-6T ES-33 OLIVE DRIVE a HAGEMAN ROAD ES-2E ES-4B ES-8 T-11 ES-3A ES-5C ES-10 T-12 a. •f ES-3B ES-6A ES-11 A20D 1 w A24A Q Q\ PROJECT W LOCATION w 0 ~ o u- j' > pp cy CITY STANDARDS O~OF Q OLIVE DRIVE NO TE: sT9~ THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING ~I w g z z w a VALID LICENSES: w a Z ~ CLASS A OR C 10 0 ROAD AT THE TIME THIS CONTRACT IS AWARDED. a HAGEMAN ~%GQ h~ O W J w; NOTE: , CONVENTIONAL SYMBOLS > ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE t~ SECTION ; INE - EXIST CUKH GLI TTER AND ARE SHOWN FOR INFORMA TION ONLY. THE RIGHT--OF-WAY EXIST. AC FLOW-INC CENTERL INE - EXIST EDGE OF PAVEMENT ROSEDALE i HIGHWAY CONTRACTOR SHALL CONTACT THE USA LOCATOR RAILROAD TRACKS GUARD RAIL :fl SERVICE AT 1-800-642-2444, AND VERIFY UTILITY FENCE IMPROVEMENTS LOCATIONS 48 HOURS BEFORE STARTING CONSTRUCTION. r a W~ a w J 3 ` Ck: 0 u- J 4. U O V1 AVENUE UTILITY SYMBOLS - - -w WATER LINE S SEWER IAL AVENUE W - - c GAS LINE - o - OIL LINE } H M'a! BURIED TELEPHONE AERIAL U T i+ CABLE SRVX~uN NEW SIGN X STREET S', A, No. 40956 •M.H. MANHOLE r!r:r-C+rnJ! d E.p 5 3 i 1 99 P. WK NOT TO SCALE lw POWER POLE ❑l WATER Ml-"I STOCKDALE HIGHWAY BRUNDAGE LANE \\f%' lI-/~_9~ 0 TRAfF1C No. 1575 PUBLIC. WC* S DIRECTOR Q p EXISTING MONUMENT ®'V. WATER VAL iL+ a O 0 DATE: LC-9D -9) J w hF,Pi~( )VAL. RECOMKII ND17P: ui AGA Jrb No 1SO FUTURE MONUMENT G.M. GAS METE h' z z AGA File Nome RJCI, r= V) p,irt Dc-,e U/3 Last Rev sial S.L. V. STREET LIGHT GAS VALVE fJ W 7 w Z 192 MA G ING _~Fr:Vi.C'~ MA,NA{;j_R L •C, 0. CLEAN OUT RENCHMAKN' R LL As°s0cxATzs . PR£-£MPTJON Location Map ion 11_I -7 Map T • DE =,IGN ENGINEER NOT TO SCALE TO SCALE PLANS FOR TRAFFIC SIGNAL AND LIGHTING SYSTEM INSTALLATIONS ON `r or COFFEE ROAD AT OLNE DRIVE AND or Q FRLNTVALE AVENUE AT HAGEMAN ROAD . CONDUCTOR TABLE i E4 RIO RUNS (;I POLE SCHEDULE EX Plij POLE SCHEDULE F AWG; CIRCUIT T-L9 I I ;A S No_ TYPE t1(,T ,IG M A. IJ.IM. 1p A a 1 J l 712 3 1 I L ✓ 1<1 E T PEO PHASE EM Ai2k t ' I V X 2"C, ER AT INSTALL A 6PR. 19 IC 1'0 8 CONDUCTOR 4 2 2 1 - ? 1 1 t - - _ _ t\ 9A-t -80 35' SP-'-1 06 7Y~ AVE n CONDUCTOR _ - " - - - - . I* 1 2 ti' YJ o1,`ee P,1 T-MA I MAS AS 5V T 2 7- J 1 - 1 1 - - 1 - _ r Y - - I 5 I I H 1 -A 10' - - - - - - - TV-2- T SP--1--1 08 29A-5--8U 35' S5' 15' 310ive Dr TA7 MAS SV-1-T SP-1 -T D 1-A 10' TOP AHEAf>" 7 _ I I I I i i0 JUkilrJAIRE - 2 - 4 - W41 14 ~ ~ i i -----"1 -57-}--r--j q,Ol - I I I I I I 0I,NS 2 - 2 2 4 - Wig P" I I 1 I j - - TV-2-T SP - I - T 02 4 ',EPVI(, WRIMAFy) _ - 77-3 I _ - - r E 29A-5-80 35' S0' 15' 310W Coffee Rd LI-MAT MAS rJSV-I-T F'-1-1 02 - - - MA' :;P-- Y.c I i F, R,VICE T- I m V) 1 I I I I . 1-A 10' - - - - - TV-2-1 SP-1--T 04 VIDEO DETEC11CiN o~ 1 i I rlo 'I 4 ' _ - _2 1 1 1 - - I I-J 29A-5-80 35 55 15' 310W Olive Dr LT- MAT AMin~ _SV-1-T SP-i-T 144 q A.M ERAS ---3 - - .-5- -j 3 3 1 .3 - - - a I 412 VIDEO POWER (CAMERAS-)-- I W H 1-A 10' - TV 2-F SP-1-T 06 3 6 _ M v LLI - - - - r PR - EMF' MoN ('ABLE 4 I I :Fk 19 INTEk(:Oh1NE!,T _ ~ I ~ - }t I Z CONSTRUCTION NOTES ~ INSTALL (4) CITY-FURNISHED 12mrn AUTOSCOPE VIDEO CAMERA; ON LUMINAIRE MAST ARMS, IW - ALL WIRING SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL BE INSTALLED INIFRNAL EI 3. 2, Z CiiNDUIT SIZE 2-3" 3" 3" 3" z" 3,. CABINET. INCREASE HEIGHT OF CENTRAL PAD ON FOUNDATION DETAL OF ':TOTE CABLE OPENINGS SHALL. BE 4' FROM CENTER OF LUMINAIRE N) E N N 1rJ' ' N, SCALE: 1" -20' 0 ~ N N E N) (E' ~E Q O E]- INSTALL CITY-FURNISHED MODEL 170 CONTROLLER ASSEMBLY WITH MODEL 332 TO POLES. LOCATE CAMERA 3' FROM CENTER OF LUMIrJAIRE. THE VIDEO AND POWER ! STANDARD PLAN ES-48 FROM 3.5" TO 12". (E) = EXISTING IN) = NEW = BELDEN X18281 COAXIAL CABLE Q ~ ~ I 1 I m ? 77 REMOVE ALL CONFLICTING SIGNS, STRIPING AND PAVEMENT MARKINGS. PAVEMENT MARKINGS r 1 I E EX W75 - I - ~ INSTALL 120/240V TYPE III-BF SIGNAL AND LIGHTING SERVICE WITH TYPE V PE(' SHALL BE REMOVED BY OBLITERATING A RECTANGLE WHOSE LIMITS ARE THE EDGES OF EACH u. Z FOR IISNS. USE 50 AMP SIGNAL BREAKER, 30 AMP LIGHTING BREAKER, 15 AMP WORD. (±2384 S.F. TOTALI IISNS BREAKER, 15 AMP AUTOSCOPE BREAKER. SIGNAL, IISNS AND AUTOSCOPE 0 IOW CIRCUITS SHALL BE 120V METERED AND LIGHTING SHALL BE 120V UNMETERED LUMINAIRES SHALL BE CUTOFF TYPE. 1 I II I k R26A 11' 4'1 12' 1 11' 1 11' i 11' I 10' 12' 12' 26' i~l Y INSTALL 3" CONDUIT WITH 3#4 CONDUCTORS. M9 ALL VEHICLE INDICATIONS SHALL BE 12 INCH. ' 'I I INSTALL SIGN ON SIGNAL MAST ARM. (4 EA. TOTAL). 10 -IISNS SHALL BE TYPE A. ~ I o ~I ~ RS ~ I I I I I V 0-- INSTALL CITY-FURNISHED OPTICOM 711 PRE-EMPTION DEVICES, THE CONTRACTOR E F STANDARDS SHALL BE LOCATED 5' BEHIND THE FLOWLINL (IF' AS DIRECTED BY THE ENGINEER. SHALL FURNISH AND INSTALL ALL CABLES AND MOUNTING (PELCO AB-121) j HARDWARE. THE OPTICOM 762 PHASE SELECTOR UNIT WILL BE PRE-INSTALLED 0- CONSTRUCT P.C.C. WHEELCHAIR RAMP PER CITY STANDARD NO. S-41 (+132 S.F. TOTAL). I aL, OLIVE B IN THE CABINET BY THE CITY, CONTRACTOR SHALL MAKE INTERNAL CONNECTIONS 3 WITHIN CABINET FOR A FULLY OPERATIONAL PRE-EMPTION SYS I3 - CONTRACTOR SHALL FURNISH AND INSTALL MODEM (GDI MODEL RM496' fN Cr r SYSTEM, REFER. TO PLtE T AT CB 4 INiERCt.)NNECT /4\ WIRING DETAIL. EXACT HARDWARE MOUNTING PLACEMENT SHALL BE DETERMINED COFFEE CABLE TO RD AND TERMINAL JAYME BLOCK AVE TS-1 AND ON AT SIOF THIS PANEI LOCATION, NO, 4 OF THE CONNECT 6-PAIR CABINEIR T x!19 J r I AT EACH END OF O~~ BY THE TRAFFIC ENGINEER IN 1'HE FIELD, RUN PER INTERCONNECT DETAIL, 1 RI -3 RS I RI-3 / 12 CASE C2 _ 4 1 RS 1 i 14 INSTALL SIGN ON EXISTING POST (6 EA. TOTAL). 7 -3 t t RS 3 - RS 'NS EX 2"C.3PR.#20 IC - - - - \ D RS RI,R1-3 1 SERVICE POINT Q &E SPLICE BOX DRIVE 4'21W4I _ 475_TQ BA~;F _ - - Rc - - t ' t OF Ck0' "WAt k 20 CB F n5 02 02 m2. - - - 02 02 7-7 EX 26A 20 20' n?I - - i 0$ r,g - EX R10 _ 08 ~Pq % R73-? 4a ~I S n7 'c~ I m3-;~ _717% "CN IRR - - - - r::R1,R1- RS 5 RS R1,R1-.3,R7 - - - - - v 04 Ri3 -7 EX R2(45) r 6 04 CB I I a I _ r _ 1 G 6 :r Rl;'3 W. R1, RS I T W' EX R2(45)-- o C o O 04' ' I ~ RS R1 R -3 R7 TYPE N R7,TYPE N N. - -T T _ I - 1 I o _ L j 03 19 - - r 0 4., y. 1- 1 3 RS r4P - RS R1,R1-3 - - - - 1 - / 450' TO BACK - - - h - STOP AHEAD"RS 7 - - - r - 06~ 01 a R1 R - a 06 ° OF CROSSWALK " ~ ~ 06 5 ~ - _.r RSSN`_, W41 14 a CB OH p \ ' r /1 R1,R7- /1 7 R1,RI-3 RS' t2 OASE A _T J:, W17 ` t Y7, -1 , 02 F A / 3"C (UNUSED) ! 711/721 PRE-EMPTION C2P MODEM INTERCONNECT/TERMINAL BLOCK TB-1 V ' CB - - TB- i INPUT PANEL No. 4 G R 3- 5 4 Y C (UP WIRE COLOR ASSK31NIMENTS CB 3C (UNUSED) I I~ ` 1 I I i' I I , PHASE DIAGFIAM r-27 1 I I 1 - P~► F 1~~4d WIRE_S~I-oR 1~_-_) C4~~ I I '~FE 1 I I (+26 VDC OUT) ORG 2 02,05-01,06 t~O~L DNMU CABLE 4-1 apt t:" I 11 12 B~~ ~06 25' 13' 11' 1 11, 12' I 26' At SNS RS A d/ (+26 VDC OUT) ORG 3 04,07-03,08 A AUDIO IN WHITE TBI-3 WHITE 12 i 26 i (CH A DET) YEL 4 02,05 B AUDIO IN BLACK T81-4 BLACK EX. 2"C -6PR.#19 IC 13 1 C AUDIO OUT RED TBI-5 BLACK I I ~ (CH 8 DET) YEL 5 01,06 } a, No 40956 k LJ (DC COMM OUT) BLU/BARE 6 02,05-01,06 E AUDIO OUT GREEN TBI-6 GREEN I_~u 5 31199 I 01 02 03 04 ~ 1 ~ ~ I I i I W (CH A DIET) YEL 7 04,07 T8-1 TB-1 ~lqT CIV ILP/ I I ~ (CH B DET) YEL 8 03,08 OF cn+`TO~ TB-1 0 O T8-1 I I ( ~ (DC COMM OUT) BLU/BARE O9 04,07-03,08 T8-2 O O T8-2 TRAFFIC No. 1575 14 7 06 TB-3 (COMM IN) TB-3 (COMM IN _ I ) DATE: _.Apl~ip ' T RS 1,R1-31 I 1 I T8-4 (COMM IN) TB-4 (COMM IN) NOTE: T8-5 (COMM OUT) TB-5 (COMM OUT) AGA Job Na. 130-006 O ASSUMING TB9-2 & TB9-3 ARE UNUSED ON TB-6 (COMM OUT) T8-6 (COMM OUT) AGA F'le Name: OLICOFSG 05 06 07 08 - - ,/17/97 V THE J FILE, MOVE WIRES ON J11-J & J11-K Print Dale i0 INTERSECTION INTERSECTION ast Revision 10jI//9' m5 r (TWISTED PAIR) TO J12-E & J13-E RESPECTIVELY. COFFEE RD. AT JAYME AVE. COFFEE RD. AT OLIVE DR. I I r ;114N2-7%0 08 ( I I 1 J ( 111 7 H'pFRT_ rAx*17. S  INTERCONNECT DETAIL ssocu,.~rEs W~ ~1 J OPTICOM FIELD WIRE DETAIL -ttovEt2 & i Y m 3 N T'' NTS I,- EX R26A`---~ o s _ ~ I I I Traf f is Signal and Lighting System DAM ms LL I I ,i I DRAWN 0 t 1 ON COFFEE ROAD PROJECT ENGINEER 7 ",)TOP AHEAD" underground Service Alert CONTROLLER AND LOCAL CONb liT DETAIL ky ---4' _ Q' (2)W41 AT OLIVE DRIVE TRAFFIC ENGINEER N/W CORNER t- - - - I ~L__ 55' T Cat TOLL FREEL4r T.4- I&JU L 55' RS (21W17 ~ - RCE 32300 1-800 I i I l I t i l!\.~ ~ 842-2444 CITY OF BAKERSFIELD NQ 2 JJTWO N Wh' CMS BEFORE YDU Of RN PUBLIC WORKS-TRAFFIC ENGINEERING 3 SHEETS CONDUCTOR TABLE I ~ I l~ ,I I POLE SCHEDULE II STANDARD LUMINAIRE IISNS SIGNAL MOUNTING PPB RUNS/;~ 1o I I I u II J I ll N No. TYPE HGT. SIG. M. A. LUM. M. A. HPS LEGEND VEHICLE PED PHASE REMARKS AF AWG CIRCUff 41 ~ It 121I - I \I7n I y m II <3 1 t--i 7~ II _ _ 00 A 29A-5-80 35' 55' 15' 31OW Fruitvale Ave LT-MAT MAS SV-1-T SP-i-T 06 l _28 CONDUCTOR 4 1 1 z_ _ 2 1 1 - - - (2)w17 Rs ~IIc~ I----- B 1-A 10' - - - - - - TV-2-T SP-1-T 48 9 CONDUCTOR - - -1 - \ I I III G II I C 29A-5-80 35' 55' 15' 31 OW Hageman Rd LT-MAT MAS SV-1-T SP-1-T 08 5 CONDUCTOR 1 1 1 1 (2)W41 15 I!I I \ I I' I. II "STOP AHEAD" 8 r` I 1 ! II ll 10 LUMINAIRE - ° 2 - 2 2 2 2 1 -T-7-7 4 II I I! II D 1-A 10' - - - - - - TV-2-T SP-1-T 02 !y/ II E 29A-5-80 35' 50' 15' 31OW Fruitvale Ave LT-MAT MAS SV-1-T SP-1-T 02 Y 1' IILNS - 2 2 - - - 2 L 2 2 4 a 3 I II II - I I I I' II F I-A 10' - - - - - TV-2-T S-1-T 04 SERVICE PRIMARY - - - - - - - - - - - 3 mo I I; II II II II I ( G 29A-5-80 35- 55' 15' 31OW Hageman Rd LT-MAT MAS SV-1-T SIZI 04 6 SERVICE SECONDARY - - - - - - - - - 2 - clII I I I `I I I li /II I H 1-A 10' - - - - - - TV-2-T SP-1-T 06 * ftFO DETECTION 1 1 - 2 2 2 1 1 - - - d~ I I II /II I I✓ II 12 VIDEO POWER (CAMERAS) - 3 3 - 3 3 3 3 3 - 6 - I\ I ! I I✓ II i I II II I~" FRE-EMPTION CABLE 4 1 1 - 2 2 1 1 - - - I I I I I II ii I I 11 I' I I I i I' 2-3" 3" 3" 2" 3" 3" 3" 3" 3" 2" 2" (Y 3 (7 NJ) SIZE N N N N N E N N N N N I I I I I I II ~I II ~I I I (E) = EXISTING (N) = NEW = BELDEN #8281 COAXIAL CABLE W I\ I I I ly it I i IV it II I 711/721 PRE-EMPTION li U I - - PHASE DIAGRAM I I II II II I 4 IT TB-1 W l: I I II it SCALE: 1" -20' t I IA IV 11 ~ (+26 VDC OUT) ORG O2 02,05-01,06 I i 1 Q I I II !I Jill I 1 !I (+26 VDC OUT) ORG 3 04,07-03,08 \y ' ► I I 11' I 12'\ 14' 14' I 12 II it 13' VAI II It 13' 1 VARIES ~a 1 (CH A DET) YEL 4 02,05 I-- I I I \ I II II I II II I I (CH B DET) YEL 5 01,06 01 02 m3 04 I\ 8 I ICI I ICI t I RS (DC COMM OUT) BLU/BARE 6 02,05-01,06 ; , III If II II I (CH A DET) YEL 7 04,07 10 I II II ii I; Z RS (2)W17 (CH B DET) YEL 8 03,08 f' I II it ~R73-2 11 II It 4~R73-2 I % 15 (2)W41 (DC COMM OUT) BLU/BARE 9 04,07-03,08 i 2 i? \ RS IRt Rt-3 I ly, ROAD 11- O490 F TO BACK 02P i RSNS _ g "STOP AHEAD' " OF CROSSWALK NOTE: 06 A7 ASSUMING TB9-2 & TB9-3 ARE UNUSED ON 05 06 07 08 O THE J FILE, MOVE WIRES ON J11-J & Jill 1-K/iV L + D (TWISTED PAIR) TO J12-E & J13-E RESPECTIVELY. / E EX R7,TYPE N - 08 02 o2 102 I~ 15' - _ 01 OPTIC0M FIELD WIRE DETAIL 10 - - '05~ 15, - 02 2 - I 07 Q HA_ _GEMAN + EX R2(501 N TS f ' - E - - CB I e c 08 05 5 El II cv I im8 6 8 A / BRIDGE RI,RI- RS - - - / -I I 08 1 I 1 -TYPE K _ I~-J~ R1,R1-.3 RS j i I„ I o - - - I - r 4EJ73-5 =`I EX R7,TYPE N I 200' - ~i - 071. - 'V~ • -19.x' - o Elil - r - , ' CITY OF BAKERSFIE AI I \ _ - - - _ _ BAKERSFIELD I I 1 3 COUNTY 101[ I 10 0 , KERN COUNTY I I I 6 04 M , i RS Rt,R1- 3 / ~i i i ✓ ~i I ( I I SERVICE 04 - - f 3 POINT - - EX R18-2 2 8 01 - - - - 03 - - 04P FENCE 0 04 06 0 m 02 9 - - - - - _ I~ _ _ - - ~ , P a O 04 - W ceJ 6P, - h T ^=L_ CONSTRUCTION NOTES I I 450' TO BACK R1,R1 / R1,R1 3 RS 02 ; ~i - INSTALL CITY-FURNISHED MODEL 170 CONTROLLER ASSEMBLY WITH MODEL 332 9~ INSTALL 8" WHITE THERMOPLASTIC; STRIPE (±400 L.F TOTAL) 17 OF CROSSWAIK (2)wa1 IS SN RS - 7 Fy73-`~11 VAR VARIF VARIES TOP AHEAD" m 26' i 14' I 10 / t VARIES ✓ VARIES VARIES " CABINET. INCREASE HEIGHT OF CENTRAL PAD ON FOUNDATION DETAIL OF STATE WITH PAVEMENT MARKERS (18 EA. TOTAL) PER CALTRANS STD. I 10 © / ~ „,i, ~ STANDARD PLAN ES-48 FROM 3.5" TO 1211'. PLAN 2A20D, DETAIL 38. "ARROW" LEGEND PER CALTRANS T I / 2 INSTALL 120/240V TYPE III-BF SIGNAL AND LIGHTING SERVICE WITH TYPE V PEC 10 10 INSTALL STALL PLAN A24A, THERMOPLASTIC IV. 9 EA-, L135 S.F. EGEND TOTAL). r J / I FOR IISNS. USE 50 AMP SIGNAL BREAKER, 30 AMP LIGHTING BREAKER, 15 AMP IISNS BREAKER, 15 AMP AUTOSCOPE BREAKER. SIGNAL, IISNS AND AUTOSCOPE * No. goers RS I ( i l LUMINAIRES SHALL BE CUTOFF TYPE r.~ CIRCUITS SHALL BE 120V METERED AND LIGHTING SHALL BE 120V UNMETERED. 06 I I u; I " I 2 ALL VEHICLE INDICATIONS SHALL BE 12 INCH, ~sr Cr V r I, INSTALL 3" CONDUIT WITH 3# 2CONDUCTORS. PULL BOX ADJACENT TO 0- ?rF OF. BB _W I I 8 SERVICE POINT SHALL BE PG&E 043459. I 8 I / J J - - M 13 IISNS SHALL BE TYPE A, ' INSTALL SIGN ON SIGNAL MAST ARM. (4 EA.). TRAFFIC No 1575 I ' I. 14 STANDARDS SHALL BE LOCATED 5' BEHIND THE FLOWLINE DATE (O-3d -n 11 ~1 W _ W Y0 I I r5 - INSTALL (4) CITY-FURNISHED I2mm AUTOSCOPE VIDEO CAMERAS ON LUMINAIRE OR AS DIRECTED BY THE ENGINEER. MAST ARMS. ALL WIRING SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL AGA Job No. ' 130 -OJ!; Ax" A i! m U ! i J BE INSTALLED INTERNAL TO POLES. LOCATE CAMERA 3' FROM CENTER OF 15 INSTALL SIGN ON EXISTING POST (7 EA. TOTAL). AGA T e Name: FRUHAII;' I' LUMINAIRE. THE VIDEO AND POWER CABLE OPENINGS SHALL BE 4' FROM CENTER I'rin: Date 10/17/_1' I/ I IIN TALL CITE FURNISHED-OPTICOM 711 PRE-EMPTION DEVICES. THE CONTRACTOR JA 2 I LL I/ Mtl vur M , la 41, olui  SHALL hUNNISH AND INSIALL ALL UAbLtS AND MUUNIIN6 I,N tL(,U AC IZ1) L%WvLl a. H 08 ' a 1 I HARDWARE. THE OPTICOM 762 PHASE SELECTOR UNIT WILL BE PRA-INSTALLED ~SSOCUTES IN THE CABINET BY THE CITY. CONTRACTOR SHALL MAKE INTFRNAI, CONNECTIONS "All 1', 11, ill WITHIN CABINET FOR A FULLY OPERATIONAL PRE-EMPTION SYSTEM,'REFER TO "it. n 1 WIRING DETAIL. EXACT HARDWARE MOUNTING PLACEMENT SHALL BE DETERMINED DATE ~ I it I x'x BY THE TRAFFIC ENGINEER IN THE FIELD. Traj 1 f (C Signal and Lighting System 1 UJ ,6 ~ i I II ~ oi3 INSTALL 2" CONDUIT WITH PULL ROPE AND #5 PULL BOX FOR FUTURE INTERCONNECT DRAWN I JR EX R2(45) - 0 ~ 8 REMOVE ALL CONFLICTING SIGNS, STRIPING AND PAVEMENT MARKINGS. PAVEMENT o PROJECT ENGINEER ~I° ON FRUITVALE AVENUE MARKINGS SHALL BE REMOVED BY OBLITERATING A RECTANGLE WHOSE LIMITS ARE - - THE FD,ES OF EACH WORD, , t1904 S.F,>. AT HAGEMAN ROAD TRATC ENGINEER r} IRS W17 C' Under axed Service Alert CONTROLLER AND LOCAL CONDUIT DETAIL II i• I`. W41 RCF 32300 Cain Tai FREE NlW .S~4gtR i ! " I CITY OF BAKERSFIELD NQ 3 r I 1-800 tiv s I.AU II ~ I 842-2444 MW WOPC , DAn Mrokc YTV a~ PUBLIC WORKS-TRAFFIC ENGINEERING 3 SHEETS