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HomeMy WebLinkAbout3.2-520` In. - - 1 . a .n, .w _ n. a n.-._ - r.. w„ CITY OF BAK AKERSFIELD MAY 1 0 2000 LIST OF DRAWINGS 1. TITLE SHEET DEPARTMENT OF PUI >F PUBLIC WORKS 2. ROADWAY IMPROVEMENT PLAN ON BRIMHALL ROAD AND ALLEN ROAD SACRAMENTO 3. SIGNING AND STRIPING PLAN PLANS FOR TRAFFIC SIGNAL Al NAL AND LIGHTING SYSTEM SAN FRANCISCO BRIMHALL ROAD AND ALLEN ROAD 4. TRAFFIC SIGNAL AND LIGHTING SYSTEM ON BRIMHALL ROAD AT ALLEN ROAD INSTALLATION .ATION ON .FRESNO LOS ANGELES CALTRANS 1992 STANDARD PLANS BRIMHALL ROAD AT . AT ALLEN ROAD SAN DIEGO ES-1A ES-3E ES-8 A20A 0 ES-113 ES-413 ES-10 A20B STATE OF CALIFORNIA ES-2C ES-5C ES-11 A20D 0 ES-2E ES-6A ES-13 A24A a U ES-3A ES-6R ES-14 A24E ES-36 ES-6RA ES-33 n,. Ii CIF vi W I., O ES-3C ES-6S T-11 ~ W Q O Q a W 0 ES-3D ES-6T T-12 RI,:, Z NAGEMAN 9` HAGEMAN NO TE. J THE CON TRA C TOR MUST POSSESS THE FOL L 0 WI NG Q CITY STANDARDS VALID LICENSES: Q S-1 S-7 S-41 T-19 CLASS A OR C- >O o S-3 S-8 AT THE TIME THIS CONTRACT IS AWARDED. ct RgSf CAL' WGNWAV HIGHWAY I CONVENTIONAL SYMBOLS o z W NO TE: W 3 l 0 { J 01 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE oD - - >i lQN t,ipfi EXIST. CURB & RiGHT-OF-WAY FXIST A.C. FLOW Ni AND ARE SHOWN FOR INFORMATION ONLY. THE CE'NTERi INE EXIST EDGE OF PAVt V; 'J CON TRA C TOR SHALL CONTACT THE USA L OCA TOR RAILROAD TRACKS GUARD R,®UARD NA;' • BRIMNALL ROAD GOAD SERVICE AT 1-800-642-2444, AND VERIFY UTILITY Z - FENCE rM,<'ROVF4.1t!i,5 -t- IF w L OCA TONS 48 HOURS BEFORE STARTING CONSTRUCTION. RIVER / J TRIIt('N p;71C - UTILITY SYMBOLS PROJECT aN K~VL Z LOCATION K -w - - 'N4 +r. r.Ai - s- - SEWER +J; '•I:. F. PAII ~pF ESSIp G GAS LINE D - OIL LlNi HIGHWAY Y N M/ BURIED 7-iFniLONE --A AFRIk i r N vJ N, T ~ NEW 5+(:!v' ~ STREET Slc:r; ~ fff 0 ~ MA"JN%ri± IRE HY`JRAiv' I .s S. CIVIL 4r f OF :v-c c.kf. WORK; ! lilk - ';;,-I f 1, 'U rY,! , I W.M. W't !ar ai rHAF~K. NoQ151! , MIN(, MIN(, 0411. o ryv,tuvr. ,uo!iurri , . Iro,.+ ;rr 9 4b / Z f~IMCE RING SERVICES MANAGER GAtF L I r :~sirn 5;, I} STRO ;;AS 'v,, I 1 f y, CLEAN Ou + SENCh'M,,. Location Mc ER II'SIGN ENGINEER DAIl Q ration Ma RsSOCIATES 2 ORE-1 W a OPPCAi c ~,ur•'„ NOT TO SCALE OT TO SCALE /Q T4ANSPoN7ADON rONSW. TING CN(.iNk FRS Tn r m r... ull. 2m 1.I1.Ia, c0t slwm (.I T f P,, tC E.NUNE i R I TRAFFIC SAWAL AND Lfi6WTPM SYSTEM AaTALLATM ON NO I or e BRIMHALL ROAD AT ALLEN ROAD PC SHEETS . . ,f 77 ..w. ; C z t-. .q - r~l-'K .r k?,S►>Mnq' - -~.'f. 713 r .G pa)Ioa4~ 66 ZA slop - . Y J0 Z • . 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II a li I I ~ '~g c m II , .9p 5 II I t y 11 OL I I I I ~ ii i I o I ~ ~ II I II II Y ' II I I, dS [ I I) ( ~ 11 I > 5~~~ I I m m i t i I 0 6 yo ~j I L:':.1: ' _ 74- v F7. If- Rom Trp .113! 9 j1 1ri~ Y vN • r~ I i . r 10- I I I H ~ +1 I II ~ ~d e, I II I t` II G` 1 1 I II zl II c' 1 1 70. Z I , 56-1 I I WD I 8 I I II _ 30' II ~ I ~ .o I I III T I II 1 r. i , FLOWUNE I lip I CURVE DATA 1 I I I I N 1 - cJi 8 I I I J wy a n II I 2 1 I I I t5 t I I s4' 1 I ,i . I II I N I ' i T . 30.06' N I I I' S a n 1 I Ilacf LJ' 14, 11 1 ' I I IIW^~ ~rlly~ I( E.T.W. DATA (D I a1 I II 2 Qr 111v +Ialwili li, 1 I ~t32S1 4'25'42' R - 1800.00' ~I I II s O I ~2S i ~J ' I L- 139.12' a :I r 4I J -3 1 7F I I I w I I~ ~ v ~ v r T. 89.80'I 0 r o v-j I 1I g'i ~ I II In I~ I I I I" 1 V) L~ir ~8-,I I IlaiJ ZI 112 IJ L.' R"rI a ~I~ ~ vU 41m ~U ~~~I ' ~I~ J ~ j ~y 91 y r~ I I I ci n WJJ I~ 88 a -v ' w 0 4i0 58 y ag So &I ro &oof 1c p 1 o4I I II i 1 J ~1n W 9 n I I I oIN ` rt I chi 11 $apo v11 if, .4 r(-) CK a: 3c hn 13 oil ci 4 8 8 ( I I J 3 4i ~a 8 8 ~11I I Ila~ QI II li mNN 25 C (Np IJ rp W N IU V r ♦Is 5 W Nrn cZ W u~it~n I II W ^ II ^I~ ~ 1 c3 J 1 ~n I II R Lj oil Gl rn I I I I I X16 81 ~ I l lv~i ♦ c) cc 8 ° I n ~ t z 4: II f I ca a r c 8 I A u °nN I I ♦ lll"` w ci I I 1I~ \ /1W W 1 W J r r w 1 1 4 (j2 ti r v~ FUTURE m v~i R/W FUTURE CURIB. GUTTER v) m a~ SIDEWALK BY 7WAS tEL3G0E51U/6 all ♦ x- ib'W 1 li - - .XIS TJ . k16. - - - ny ^t T EXIST R-26 PROPOSED R CO. PER BOOK 1092, PAGE 121. 0 R EXIST. R/W - ~EXISTINC R/W y { r_ 14 i o ) t r ♦ 3 Rla I J i z i EXIST ANG C; ; t a[ - k6l La CC ` yf^ FUTURE UED - - - - - - - _ - - c1W I I w j ~ EXISTING STRIF•wr; ~ - 5+00 ' - .-T- 1-- 'by 1------- 0 7 / I _ _ f - -4- 2 - - - - 2 - - t - - - _ a0D_ _ }1.10 O _ N 89 IO''• W ~9+00 J n y > > '09+00 11 ` BRIMHALL ROAD12+00 CL STA. 12t7o.00, Ak, R FACE s & 13 13t~ ,~.6 - - ~eT- _ -_~_--_--_w = -i----.----_--- ---f--- S 8995'48' E J. EXIST. E.P. ' I STING MEDIAN CURB C.L STA. 13+90.00, - - a. FACE 11' L & ~rM1 EXIST. E-P. - --c - - - a\ JJ 1- - I tine I M GAS PIPELINE EASEMENT I - - - - - - EXIST PAVEMENT -G-,~~_` I sSN a'r a EXIST. CURB M I Jf< GUTIER la yja t f` $ $ EXIST. E.P.` DIRT SwnLE ---j 1 - - - - - - - - - ' - - --ar.- 'ter - ' I b ~ ~ Sv9~ p?L MnRKE'R ~ ~r y - - c 5 n I ,y~: lorai - - - - - - GRATED DR41N INLET EXISTING CURB k GUTTER + a y in to ` EXIST. R/W / R/W POSSIBLE FUTURE CURB k FUTURE CURB k \\5F A W140 19fop 4o65 i - - - i 9*~y ~'y n _ 'd,' 't+,, _ . ~ • y,1 _ - - _ _ _ - i FLOWUNE LOCATION iSr I I I - ' 's FUTURE R~ - - T i. T GUTTER FLOWUNE LOCATION (BY OTHERS) i ERS) II I ~ ~ I CONSTRUCTION NOTES: IN. 5 i~ 11g ~,`p 1g s y O SAWCUT EXISTING PAVEMENT 1.0' FROM EDGE OR \ C y~ G 1I III v s `6 F °0 8J ES I G'In II I g'R a ° ,i W •R',~ ~1 y ~j~ WN AS DIRECTED BY ENGINEER AND PAVE TO MATCH V. CONSTRUCT NEW A.C. PAVEMENT. PAVEMENT SECTION 4 J r `(a rcln ( ~i O SHALL BE 0.35' TYPE 'B' A.C. OVER 0.30' CLASS II \ / tl n AGGREGATE BASE OVER 1.85' NATIVE SUBGRADE / n li cl I I I ` z a J I ° a°1. LEGEND ^ COMPACTED TO 95% OF RELATIVE MAXIMUM. l o I I qq d o 11 a N u tai p a 0 GAS VALVE c'j I + I 1 I ~.1 I.f $ U pr ° ® PIPELINE MARKER (PA) ' o 1 1 ` 25 N i[ 1 - -A- TRAFFIC SIGNS EXISTING UTILITY POLES/FACILITIES TO BE RELOCATED + O BY RESPECTIVE UTILITY COMPANIES. UUI t4 1 1 I I I ' N / o N m I O MANHOLE j 1 W ~n 43t II 4 CONTRACTOR SHALL REMOVE EXISTING TREES LOCATED 0 m w L WITHIN THE PROPOSED RIGHT-OF-WAY AND DISPOSE OF N 11 ; C7i d-i 0~ 1 C~ EXISTING UTILITY POLE r •y SS' m 11 'r S r, gg 8 rJ d ~n - DOWN GUY MATERIALS IN ACCORDANCE WITH CALTRANS SPECIFICATION FLOWUNE FLOWLINE w I yuo `0 8' o n ti I i s SECTION 7-1.13. 'DISPOSAL OF MATERIAL OUTSIDE THE CURVE DATA HIGHWAY RIGHT OF WAY.' G - 89'54'18' CURVE DATA e' ~ 1 I 1 ' EXIST. GROUND ELEVATION G - 89'54'18' v 118• o O CONSTRUCT HANDICAP RAMP PER C.O.B. SID DET. S-41, R - 30.00 s CASE C-2. SAWCUT AND REMOVE EXISTING FULL HEIGHT T . 29.95 L- 30.00' I~ 11 u 1 1 CFLOWUNE URVE DATA - 47.07' ej}~ & - 90'0'37' PROPOSED FINISH ELEVATION CURB & GUTTER AND REPLACE WITH DEPRESSED CURB It T - 29.95' 11 64. 11 1. GUTTER AS NECESSARY FOR CONSTRUCTION OF RAMP. 11 R . 30.00' Vv L - 4713' ' CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. S-3 FROM EXISTING B.C.R. TO EXISTING E.C.R. 1 , 11 I l l''~ T - 30.01' EXISTING EDGE OF PAVEMENT .F r 118 70' Q ~ © ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISH GRADE PER C.O.B. STD. DET. S-7 AND S-8 a Ijo II g PROPOSED EDGE OF PAVEMENT AFTER COMPLETION OF PAVING. ~ad ~,,II I II I I I I I I EL FLOWLINE eo I I I, SCALE: 1' 30' gip} 1 ,5 I I ~ ° FG FINISHED GRADE ! I I W Q. I I m GB GRADE BREAK 15 0 30 60 BENCH MARKS 1 III 11 a~ a 11.^I II ; EP EDGE OF PAVEMENT 30 7.5 : TOP OF CONCRETE MONUMENT IN LAMPHOLE j b I1 R/W RIGHT-OF-WAY AT THE INTERSECTION BRIMHALL ROAD AND It=I I~ l l II I CL CENTERLWE JEWETTA AVENUE. U.S.G.S. ELEV. 369.27" uI (USGS DATUM) E.T.W. EDGE OF TRAVELLED WAY 11 y Prepared 8r TOP OF LAMPHOLE LID AT THE INTERSECTION OF BRIMHALL ROAD AND ALLEN ROAD le Itp, ELEV.-361.595' UA L1~5:Lswe 4 ~ ✓ &r-gd/N Q&W,"h ONICO a 17 •0 eN L I WO RD= on 3~ UM u► MaCt File Nome: HAl21ST01 oro»m: c - ROADWA PROVEMENT PLAN FOR SHEET NO. CITY OF BA KERSFIEL D, CALIFORNIA PUBIC WORKS DEPA KS DEPARTMENT Job No.: 97-?12 Er ln.~rr cne ,q . Dote. 517199 Checked By BR/MHALL ROAD AND ALLEN ROAD Z2 of 4 R 1: i l 'Mail • - 1 MATCH LINE "A" _INE "A" I FX R26 W' ~ I } t OVERTON CONSTRUCTION NOTES (THIS SHEET : ~ LL' t , r. - - - - - - - - Q z a: + :D'~ ;?E MOVE. ALL CONFLCI!NC STRIP NG, PAVI Mr N I MARKERS AND PAVEMENT MARK IN, 0 , ;'AVEMENT MARKINGS SHALL BE REMOVED BY OBLITERATING A RECTANGLE WH!)',; ~ LIMITS ARE THE EDGES OF EACH WORD. (14440 S.F. TOTAL). I 1 - INSTALL 12" WHITE THERMOPLASTIC CROSSWALK LINE PER CALTRANS STD. PI AN A;'41 Z m 1 ' 11770 S.F. TOTAL). , W PAINT 4" WHITE EDGE LINE PER CALTRANS STD. PLAN A20B, DETAIL 27B (±995 L.F. TO'AL) JON LXIST!NG !-X R26 El STREET STRIPING r v INSTALL 8" WHITE THERMOPLASIC STRIPE (±190 L.F. TOTAL) WITH PAVEMENT MARKERS rl t wl' El (9 EA. TOTAL) PER CALTRANS STD. PLAN A200, DETAIL 38. U V a 6 PAINT 4" DOUBLE YELLOW STRIPE (±1000 L.F. TOTAL) WITH PAVTIdfNT MAI?Kt k`; ' (90 EA. TOTAL) PER CALTRANS STD. PLAN A20A, DETAIL 22 / I IJOIN tXlS-INC °AINT 4" DOUBLE YELLOW STRIPE (±585 L.F. TOTAL) WITH PA MLV 41AR":[ R,S 0' 60' (25 EA. TOTAL) PER CALTRANS STD. PLAN A208, DETAIL 29. ~ 1 NWING 60' 4' 56' 54' 6 54' 6 YI~ r6l T PAINT "ARROW" LEGEND PER CALTRANS STD. PLAN A24A, TvPF IV(L)~(R) JOIN I XIST,NG 16 iI2 Jyy STRIPING (10 EA., '50 S.F. TOTAL). r F NSTALL W41 SIGN ON EXISTING POST. (5 EA. TOTAL; Z 1 D cr lJ NSTALL THERMOPLASTIC "ARROW" LEGEND PER CALTRANS SfU. f't AN A24A, TYPE IVi;; a ' NVAR. 42 42' EX R26 ow EX R2R El~ (2 EA., 30 S.F. TOTAL). -Z.M _ PAINT 8' WHITE STRIPE (±680 L.F. TOTAL) W`1' PAVEMENT MARKERS (32 [k TOTA;_) R18-2?1 ' PER CALTRANS STD. PLAN A20D, DETAIL 18 ❑ Wo INSTALL SIGN AND POST PER CITY STD. NO. f 19 (1 I P.1 10 7 PAINT "ARROW" LEGEND PER CALTRANS STD. PLAN A24A, Trf'1 I(l()) Ii8 (1 AL; o ' o I' ~ 1 3 PAINI Y." 'p11-ITE '.)IACONAI 51?LPL :'Li' 0f: (t i I 1(11A1 5 1 Z' 12' 2' 42' Q_ El 42' I Ex R26 U~ 1 SCALE: 1"=40' Ex sNS MATCH LINE "A" ❑ i RS R1 EX R26 BRIMHALL ROAD f x R26 EX R26 "ib W1 - ti ~ ` (TYP) (TYP) - - - x R. RS / NFUT C&G PROPOSED RAW RS R111 n4 El 2 200 S 2 . n ~ 190' - - tARE In 12 100 1 1 !FX R7, TYPE N - • I- - R7.TYPE N _ - . - - - - - - - 240 1P,PFR p RS R1 r - - ~.a~ RS t FU R El f R-si W1 R1 RS y 1 ~ ~l VAP, j . ❑ MATCH LINE "B" , ~ co Fl.n c&c; 1 MR, R18-2 0 ' TRAFFIC STRIPES, PAVEMENT MARKINGS, JOIN EXISTING AND PAVEMENT MARKERS STRIPING WI M FINAL PAY QUANTITY 10,1 45' 0 64' M DF S;:RIP I ON CUAN P T" _'6 64' 6' ❑ " ' Z ~1 1 55' ? 8" lJHIIi '-,TRIPE, DETAIL 38 (PAINT) 690 Ir i , 1 08W j (Yl(1FF SS, 0 V ~ f2 2 8" WHITE DIAGONAL STRIPE (PAINT) 57 L.F. 01 ? m u 'r7l - W o° -8" WHITE STRIPE, DETAL 38 (THERMOPLASTIC) 190 L.F Z'~ _ El I , J °C 1 Wig N,_. 4C ()',F 1 c 4" DOUBLE YELLOW STRIPE, DETAIL 22 (PAINT) 1000 L.F. O W 4 f f. OF CA\f 01<1 4" DOUBLE YELLOW STRIPE, DETAIL 29 (PAINT) 585 LF Ztm' UI' 1 TRAFFIC No. 1575 i , Hair 6. 4" WHITE EDGE STRIPE, DETAIL 278 (PAINT) 995 LI. W LL RSN' - Y PAVEMENT MARKING (PAINT) 1,8 Si , 1 8 PAVEMENT MARKING 'TI!Fk111?PI P ;I(:; 800 S.1- I IERT t SOCRIATES )'l - 1 i o 1 ! I I unN~.rr~~ nov '.rr,surrv. (vcwrt rrc CA 92&kS MATCH LINE "B" ' I SIGAG a AND STRFMKd PLAN OIN Ex ,'NG NO 3 I t6' 5' TRIPINC Of BRIMHALL ROAD AT ALLEN ROAD 4 SHEETS CONDUCTOR TABLE 60, POLE SCHEDULE - - - I- 70' ! - RUNS - - - a ss' _ 5' AWG CIRCUIT - - - 54' I g' STANDARD I OMINAIRE IISNS SIGNAL MCUN `ING PPB +r - - REMARKS No. TYPE HGT. SIG. M.A. I UM. HPS t EGEND VEHICLE PED PHASE Z2~ /4 ~3 ~8 14A ~1C -1 11 12 4 15 l16 1 ~F3 i0 1 A 19A-4-80 35' 30' 15' 310W Alen Rd LT-MAT MAS SV-1-T SP-1-T 04 28 CONDUC.OR 4 _ 2_ 2 1 1 B - 1-A---- - 10, TV-3-T SP-1-T 06 I ( ; I - - - - - - 9 CONDUCTOR - - - - - - IL C 29A-5-80 35' 55' 15' 31 OW Brimhall Rd LT-MAT MAS SV-1-T SP-1-T 06 C I I_,ti1:NAIRE 2 2 2 2 2 2 2 - 4 - - c~ D,~ w D 1-A 10' - - - - - - TV-2-T SP-1-T 08 - - 2 ISNS 7 2 2 2 7 2 2 4 U Q E 29A-5-80 35' 55' 15' 31 OW Allen Rd LT-MAT M 4 SERVICE PRIOAARY` 3 _ ~I m MA$ A SV-1-T SP-1-T 08 - F 1-A 10' - - - - - - TV-2-T SP-1-T 02 6 SERVICE SECONDARY - 7 Q Z G 29A-5-80 35' 55' 15' 31OW Brimholl Rd LT-MAT MAS SV-1-T SP-1-T 02 * GFC DE`EC1;0N 4 2 _ 1 - -S { i 6.-- w Q H 1-A 10' - - - - - TV--2-T SP-1-T 04 - - - - - - mm 2 "lit U POJJER CAMERA`:1 3 = - - LL f lki 11APTION CAB[[ _ 4 2 2 NOTE: POLES, SIGNAL MAST ARMS, LUMINAIRE MAST ARMS AND MAST ARM CONNECTION h RS YPE 15 HARDWARE WILL BE CITY-FURNISHED. ALL OTHER EQUIPMENT SHOWN IN THE POLE SCHEDULE SHALL BE FURNISHED BY THE CONTRACTOR. PHASE DIACIRAM C.: - \ 2. N I (N, ) (N (N (N) ,N) (E) N) (E ,N) (N ) N N ~ - - - - 3' 3" ~ 3 3' 2" 3~ ~ ) i 2) ) O I (N) 1(E)(N) (E)(N) (N (Er(N) ~ - - 2 3" S" 3 3 I x 5 12' 12' 12' 42' ;E! EXISIING (N) = NE'A - BELDFN' 8281 COAXIAL CABLE y " 17' 42 C ' CB 'n 12mm 8P . 01 02 03 04 06P . OCB I) BRIMHALL i All 04 Y '03 6 08 6 ROAD 103 08 08 III i l R PA -7---- 4 R73-2 4 R73-2 5 I h - - V C&G s rl C06 19' 11 19' =a ~ 05 go rGC :'Ror' R/W I 05 06 07 08 )4> 1 03 / A6 M LX R/W + 06 EX. R/W 04 tot NI E;RIm 1 r{ 5 I ~w El 06 I 1 01 ' R;'3-2a 05 I .n 7 ffR 73-2 1 02 10 vz 02 - A 4I 711/721 PRE-EMPTION POST _ 1 01 RS 15 ! FUT C&G l R73-2 4 /~3\ 4 fl){r F'// P 12mm TB-1 n j 02 - 04 [ 07 fU ( C&C 07 3 m2 (+26 VDC OUT) ORG 2 02,05-01,06 021' 04 04 07 . 00- 11' (+26 VDC OUT) ORG 3 04,07-03,08 ♦ 12mrTI 1 - (CH A DET) YEL 4 02,05 04 ®f vu (CH B DIET) YEL 5 01,06 OG LCH 1 SERVICE POINT ~21 (DC COMM OUT) BLU/BARE 6 02,05-01,06 771 33 (CH A DET) YEL 7 04,07 - - f RS YPE 15 45 1 11 12' VAR, ear (CH B DET) YEL 03,08 12' VAR. - - I 1 (DC COMM OUT) BLU/BARE ~ 04,07-03,08 08 00 NOTE: J CC ASSUMING TB9-2 & T99-3 ARE UNUSED ON W ( tl I ~ JILL ii 02 THE J FILE, MOVE WIRES ON J11-J & J11-K CONSTRUCTION NOTES Z 1' co (TWISTED PAIR) TO J12-E & J13-E RESPECTIVELY. I r INSTALL CITY-FURNISHED MODiI I.,'JNfROLLER ASSEMBLY WI Q 15 OPTICOM FIELD WIRE DETAIL MODEL 332 CABINET. INCREASE IL,Gr+I OF CENTRAL PAD ON 1 NTG FOUNDATION DETAIL OF STATE STANDARD PLAN ES-4B FROM / U m I. 3.5" TO 12". ` _ Z IN pF Ess M2 INSi.ALL 120/240V TYPE III-BF SIGNAL AND LIGHTING SERVICE W11H POOL M7 V PEC FOR IISNS USE 50 AMP SIGNAL BREAKER. 30 AMP UGHFINC BREAKER, _ W Q 02 f p°i n Z. 15 AMP IISNS BREAKER, 15 AMP AUTOSCOPE BREAKER. SIGNAL, IISNS AND SCALE: 1"=20' Y 07 6 AUTOSCOPE CIRCUITS SHALL BE 120V METERED AND LIGHTING SHALL BE 120d I.NME IiPi M INSTALL 24 CONDUIT WITH 3#4 CONDUCTORS. PUL_l BOX ADJACENT TO SERVICE POINT * No, 409`,6 SHALL BE PG&E #0434`i9. I U I II w r C1V1` 4 n C7 07P , . _ 1 _ r i F f 1 El- INSTALL SIGN ON SIGNAL MAST ARM. (4 EA), Iv I OF CA r 08P i ED/A El S INSTALL (3) CITY-FURNISHED 12mm AND (1) 8mm AUTOSCOPE VIDEO CAMERAS ON LUMINAIRl' Z, TRAFFIC No. 1575 MAST ARMS. ALL WIRING SHALL BE FURNISHED BY THE CON-PA,-OP AN6 ',rlAl I !1F r4''Alll ) DATE 1 !NTERNALTO POLES. LOCATE CAMERA 3' FROM CENTER Of I I Q", If ;11I'; r,rl ."T 1, ~ w 1 Z CAfilf OPEN!N(;, SHALL BE 4' FROM CENTER OF LUMINAIRI W e, O s eck J0 n m INSTALL CITY-FURNISHED (4) ',,1 'b Q I;I I' !ud G LJ I;nA v41', `;•IA_L li: I:UI!); 'r+':- 10' 45' j I CONTRACTOR SHALL FURNISH ANJ INSIAIi A,L LABLE`: AND MUUN'INI.; 64' ;PELCO AB-121) HARDWARE. THE OPTICOM 762 PHASE SELECTOR JNI1 ~ ALL VEHICLE INDICATION`: >Il .l I t1f 17 NCH Willi R[[; - 6408 ERT WILL BE PRE-INSTALLED IN THE CABINET BY THE CITY. CONTRACTOR "LED TYPE INDICATIONS I ROVER & I I I TASSOCIATRS SHALL MAKt. INILHNAL CONNECTIONS WITHIN CABINET FOR A FULLY IT' Underground Service Alert 9 IIJNS SHALL BE TYPE A. I II GVNIRULLLR AND LOCAL CONDUIT DETAIL OPERATIONAL PRE EMPTION SYSTEM, REFER TO WIRING DETAIL EXAC S/E CORNER R,NSPOR,A ON C:O~„ ING ENOWKERS HARDWARE MOUNTING PLACEMENT SHALL BE DETERMINED BY THE RAF~IC TANDARDS SHALL BE ~G Cal TOLL FREE 1U CA'I_D HEHvJ 'HL 11,0141 IN[ f 211 imVMW r.., S 11. X NONO , G 92= Y p ENGINEER IN THE FIELD. CONTACT TRAFFIC ENGINEERING AT 326-3994 OR AS DIRECTED BY THE ENGINEER. CONIACI rRAFFIC NOT TO SCA F TRAFFIC SIGML AND LKGHTM SYSTMW BYSTALLATION ON NO r(~I 1-800 FOR EXACT PLACEMENT. CONTRACTOR SHALL ARRANGE FOR A QUALIFIED NGINEERING FOR EXACT PLACEMENT 642-2444 OPTICUM TECHNICIAN TO BE PRESENT Al SIGNAL TURN-ON or 4 '0 1 d' , 111 BRIMHALL ROAD AT ALLEN ROAD 4 SHEETS