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HomeMy WebLinkAboutT7K004SIGNAL_LIGHTING_CALLOWAYATHAGEMAN_PG1CITY OF BAKEI 7L"ERSFIELD LIST OF DRAWINGS DEPARTMENT OF PUBLIC JBLIC WORKS 1. TITLE SHEET 2. SIGNING, STRIPING & ROADWAY PLAN 3. TRAFFIC SIGNAL PLAN PLANS FOR INSTALLATION _LATION OF TRAFFIC SIGNAL AND LIGHTING HTING SYSTEM ON CALTRANS 1992 STANDARD PLANS ES-IA ES-3C ES-6RA ES-1 GALLOWAY Df 3 DRIVE ES-1B ES-3D ES-6S ES-14 A T ES-21C ES-3E ES-6T ES-33 ES-2E ES-4B ES-8 T-11 HAGEMAN RO ROAD ES-3A ES-5C ES-10 T-12 ES-3B ES-6A ES-11 A20D A20A A20B A24A w NOTE : p THE CONTRACTOR MUST POSSESS ~ Y ~0 OLIVE ~`DRIVE A VALID CLASS A OR CLASS C-10 BAKERSFIELD CITY STANDARDS a - - 0 s - - CONTRACTORS LICENSE AT THE o S-25 S-26 S-27 T-4 ST9TF 0 TIME THIS CONTRACT IS AWARDED, 2 a (L- T-19 wU ROAD it ALL UTILITY LOCATIONS SHOWN ARE 11 HAGEMAN ~ APPROXIMATE AND ARE SHOWN FOR o ti~gr INFORMATION ONLY. CONTRACTOR o CONVENTIONAL SYMBOLS PROJECT SHALL CALL USA AT (800) 642-2444 w LOCATION AND VERIFY UTILITY LOCATIONS 48 a - SECTION LINE T-T-TT- LEVEE RIGHT-OF-WAY RAILROAD 1RA;k S HOURS BEFORE STARTING CONSTRUCTION. .7 Li CENTERLINE WALL - ROSEDALE HIGH EXISTING TOPO r-= - - CULVERT ga HIGHWAY Q X - - - FENCE u HEDGE - - l GUARD RAIL Q W w Ya w (lf 3 W W AVENUE UTILITY SYMBOLS a 0 t~ U APPROVED BY THE PUBLIC WORKS DIRECTOR 3 AVENUE W----- WATER LINE S - - SEWER 0 Q G - - GAS LINE 0 - - ql LINE O ~-N J BT - - - - BURIED TELEPHONE oo AERIAL WARE GP CABLE P PUBLIC ORKS DIRECTOR G dos Essrc - o- AERIAL CABLE Idt og FP 2~l DATE 0 CC F.H. STOCKDALE HIGH' A' G HIGHWAY BRUNDAGE LANE No. 40356 APPROVAL RECOMMENDED MANHOLE FIRE H'rDRANi o - ~ L a 0 Q F_xv. 3 vv 1- 0 POWER POLE WATER METER wv ® EXISTING MONUMENT WATER VALVE L L Tk AFFIC No. 1575 Z GI NG SERVICES MANAGER G.M. NOT TO SCALE © FUTURE MONUMENT L GAS METER DATE. 3-'-117 _ H SL. CV. w 3 AGA JoA) `dn. 30- OOS~_~i ~ STREET LIGHT GAS VALVE MING 7 AV z AVENUE AGA fle Nare, NAGCAIi'!/l/~ Frin: Date 3j3/W TRAFFI ENGINEER J cs: Revision 3/3%9! S O EXISTING SIGN NEW SIGN lz~~ co (nq M:-wry ~ ® PRE-EMPTION AUTOSCOPE CAMERA ROVER & ru wi ree3 r' - 3 J ® OPTICAL UNIT tSASSOOLATE,S DESIGN ENGINEER Z 14,nh SI• 3,~in ny ^.pN SJI N❑ 1 4 :V. CLRS 9n 1. •'tlul Pr Suit YJ9 fWrlv, CA 9%8J^i VJ Location Map p U PLANS FOR TRAFFIC SIGNAL 8 LIGHTING SYSTE NQ 1 11- OF LL ON CALLOWAY DRIVE AT HAGEMAN ROAD 3 a SHECTS MATCH LINE 'A' I, ;I "I it II I i ' II ' 1 u P d ~ i I i t, 1' I fi ii 1 1 ii ~ I I , 1 11 1 I I 1 rr '1 I II 1 d i „ lye 11 I I I „ I, i II 4 fi II " , I t T I' T .I 1 II I 1~ , 1 1 1 I i ,I 1. II ;;U I 1 n I ++~.JJI„ ~1 ii II i ~ 1 P!w ' F- p i I II I I n 1 I I li 1 I, , I I, 1 ii ' I I , 1 " R 1' , i I I_ 1 8 w411' 8' _ 13_' _ REMOVE V MIN. EXISTING A.C. I I RS 711 I A i „ m 1 i ' PAVEMENT BY SAWCUTTING , 'I I II ~ 1 11 i I OR AS DIRECTED BY ENGINEER FINISHED SURFACE EXISTING Fut. R/w ! I r I - 29 i r SURFACE I TYF'!CAL-SLOPE 2:1 MAX. p LO I.._.._ - " f n " II i 1 u i „ 1 FUT. c&G - MATCH LINE 'A' W t, i Io MATCH EXISTING SLOPE - I I - ~ I LL LIMITS OF 95% - I0 I COMPACTION W 11 II i I II „ I II I 5" OF T'(PE "B" ASPHALT CONCRETE PAVEMENT OVERT l% ' 6" CL-2 AGGREGATE BASE COMPACTED TO 95% OVER L-1 J 60, - li - t _ I - I ^ - - - +r - 1'- 7" COMPACTED NATIVE TO 95% MAX, RELATIVE DENSITY T 6'1• ~q' 116 ,6 - s. LEI ~ ` i ~ ww t ' { , 1 TYPICAL SECTION OF HAGEMAN ROAD 6 ~;<-7 L '11 I I 1 NO SCALE n 1 ; II W4 1 W17 1 -yl --J -M I i [Ps F it 1 BRITTANY 1 n 1 di STREET SCALE- 1" -ao' , 1 1 F'JT. STRIPING FUT. STRIP I ~ , I IJ I 10 I I HAGEMAN BUT R W FUT. STRIPING 0+7,4Q N; ±74,60 _N t" F - ROAD - -6 - - - i T _ ~ I IRS I I 10 ~ Q 1 w 1- - of FUT. C&G 4 - - - ' Y FUT. C&G 3 i li SN RS RS R1,Rlr-31 Co~ - - - - - v w 00 V - * ~,I ,Z ATORSo IRS R~ U E i R 'ELI~EAT,ORScl RS TYPE N,W57 ± ~>I ° 8 W41 O W 1 0 ' 1+ s+' E S r r v- sr T a I c 5' ' 4 10 E[14 5 ~d+ RS W17 ' - 8 7 n r _ 10 l - M - 13 12 13 -t ----X , .r 1----- - ' - - - - - - - 300 TAPER 2 50' 65 - 12G'_ 65 M ~ 13 - - R1, 1 7n -3 T - 1 1 7 r 200 EX R26 Z EX ' CJ 6 ; 1• I y' - - - - _ . R7 EX. R26- ' - + - - TYPE N \ - ' - - - - - - CL EX. R18 1 - - n EX. W7 - - c~ EX, R26 EX, SNS 14 13 / - - . 7 / ? EX. SNS EX. R26- " a EX. R2(45) I I j RI,R1-3 RS RS RI,RI-3 N w EX. R2F i rni z z' R1 R1- a RS I CONSTRUCTION NOTES (THIS SHEET): t MATCH LINE "Bw i I r 71 REMOVE ALL CONFLICTING TP,IPING, PAVEMENT MARKERS AND PAVEMENT MARKINGS. ~9 - CONSTRUCT 5" A.C. ON 6" A.B. (7362 S.F.). SEE NOTE ABOVE PER TYPICAL SECTION. j~ PAVEMENT MARKINGS SHALL BE REMOVED BY OBLITERATING A RECTANGLE WHOSE I I LIMITS ARE THE EDGES OF EACH WORD. (±2640 S.F.). 10 JOIN EXISTING A.C. PAVEMENT. - INSTALL 12" WHITE THERMOPLASTIC CROSSWALK LINE PER CALTRANS STD PLAN A24E 11 CUT POST TO I" ABOVE R7. (±325 S.F. TOTAL). TRAFFIC STRIPES, PAVEMENT MARKINGS, 61 _4 s? AND PAVEMENT MARKERS'' ~-a-~~ - FINAL PAY QUANTITY l PAINT 12" WHITE LIMIT LINE PER CALTRANS STD. PLAN A24E (±45 S.F. TOTAL), 12 INSTALL 8" WHITE THERMOPLASTIC STRIPE (±120 L.F. TOTAL) WITH PAVEMENT MARKERS i (6 EA. TOTAL) PER CALTRANS STD. PLAN A200. DETAIL 38. DESCRIPTION QUANTITY - PAINT 8" WHITE STRIPE (±120 L.F.) WITH PAVEMENT MARKERS (6 EA.) PER 4< 13 INSTALL THERMOPLASTIC "ARROW" LEGEND PER CALTRANS STD. PLAN A24A, TYPE IV CALTRANS STD. PLAN A20D, DETAIL 38. 1. 8" WHITE STRIPE, DETAIL 38/38A (PAINT) 670 L F. (4 EA., 60 S.F. TOTAL). I ~5 - PAINT 4" DOUBLE YELLOW STRIPE (±840 L.F TOTAL) WITH PAVEMENT MARKERS 14 PAINT 8" WHITE STRIPE PER CALTRANS STD. PLAN A20D, DETAIL 38A (550 L.F. TOTAL) 2. 8" WHITE STRIPE, DETAIL 38 (THERMOPLASTIC) 120 L.F. X72 EA. TOTAL) PER CALTRANS STD. PLAN A20A, DETAIL 22. .r O .X- R261 15 , 6~- PAINT 4" SKIP WHITE (f690 L.F. TOTAL) WITH PAVEMENT MARKERS (16 EA. TOTAL PAINT 12" WHITE DIAGONAL LINE 20' O.C. (254 S.F. TOTAL) 3. 4" DOUBLE YELLOW STRIPE, DETAIL 22 (PAINT) 840 L.F. ; V 1 I ) PER CALTRANS STD. PLAN A20A, DETAIL 9. i ~ II . I ~7 - PAINT "ARROW' LEGEND PER CALTRANS STD, PLAN A24A, TYPE IV 4- 4" WHITE SKIP STRIPE, DETAIL 9 (PAINT) 690 L.F. EY R26 j (2 EA.. 30 S.F. TOTAL). 5. PAVEMENT MARKING (PAINT) 329 S-F i III 8~- k INSTALL W41 SIGN ON EXISTING POST. (5 EA.), iQµ~FESSip ' I i 385 SF MW41 EX. R26--{~I EX. R26A 6. PAVEMENT MARKING (THERMOPLASTIC) EX. R26A aw H Mi < ~i\  m' RS WI7 No 40956 7. PAVEMENT MARKERS (REFLECTIVE) 100 EA. ; 1 ,rJ I ' n ~ i t i I u I W. h I I ) V~uf~ DATE A ~ i I ~ I I Signing. Striping and I ~ I 1, i b I i~ ~ I I \I 1 L ' TRAFFICJJNo. 1575 Fc dway Improvement Plan DRAWN DATE: 1'Q7 i I - -f EX. R18-2 }EX. R18-2 CAL LOWAY DRIVE AT PROJECT ENGINEER AGA Job Ii.%. 50 X03 AGA File 'Ji;r,c; I IACCAl I _oolMoolooo I i pIlllt Date 313 TRAEfN; ENGINEER Undergrowd Service Alert ..as. Revsur HAGEMAN ROAD RICE 32300 iQ~C = ~4\ ~ I I I ( i ` Cali TOLL FREE 1-fioo MATCH LINE "B" f w 642-2444 '160CITY OF BAKERSFIELD N-0 A Of A I] 711 1. by., Su to Jn9 IgortnP, I.A 94135 SHEETS W. WORKING DA-^ DEr ORE YOU DU °N ^G I:NCUW PUBLIC WORKS-TRAFFIC ENGINEERING 3 CONDUCTOR TABLE I POLE SCHEDULE RUNS 1 STANDARD _ LUMINAIRE ISNS SIGNAL MOUNTING _ PPB ----I 7 AWG CIRCUIT 11 I I i 1 No. TYPE HGT SIG. M.A. LUM M.A. HPS LEGEND VEHICLE PED PHASE REMARKS A A 10 11 12 13 f 11 I I II I I _ 70-1 60' _52 _41 A 29A-5-80 35' S5 15' 310W Calloway Dr LT-MAT MAS SV-1-T SP-1-T• - 1 I 28 CONDUCTOR --4- ` 1 1 1 1 1 , - 1 _ I1 64'1 54' I I I i 8 1-A 10' - - - - - - TV-2-T - - "T'1--- --~-C TOR _COND 5 CONDUCTOR - - 1 - 1 1 1 - 1 - - - - 1 'F II I d II C 29A-5-80 35' 55' 15' 310W Hagemon Rd LT-MAT MAS SV-1-T SP-1-T• - II 10 LUMINAIRE - 2 2 2 2 - 2 2 - - - 4 - ( 11 I I I D 1-A 10' - - - - - - TV-2-T SP-1-T 02 II I E 29A-5-80 35' 55' 15' 310W Calloway Dr LT-MAT MAS SV-1-T SP-1-T 02 12 IISNS - 2 2 2 2 - 2 2 - - 4 - I Q II 1 4 SERVICE PRIMARY - - - - - - - - - - 3 W 1 ! i 1 11 I F 1-A 10' - - - - - - TV-2-T SP-1-T 04 II 1 I II 1 G 29A-5-80 35' 55' 15' 310W Hogemon Rd LT-MAT MAS SV-1-T SP-1-T 04 6 SERVICE SECONDARY 2 _ > I 1 II * * VIDEO DETECTION 4 2 2 1 1 - 1 _ I - - - - - , j 4 111 II H 1-A 10' - - - - - - TV-2-T SP-1-T 06 I II I 12 VIDEO POWER CAMERAS - 3 3 3 3 - 3 3 - - 6 - ~ ~ I 111 ~ ~ I I I 1-A 7' - - - - - - - TP-1-T 06 I + INSTALL SP-1-T FOR FUTURE USE PRE-EMPTION CABLE 4 2 2 1 1 - 1 1 - - - - - 1 _ I II I II 1 I CONDUIT SIZE 2-3" ~ 3" 3" 3" 3" 2" 3" 3" 2" 2" 2" SCALE: 1" =20' * * = BELDEN #8281 COAXIAL CABLE I ) I PHASE DIAGRAM 6❑- INSTALL CITY-FURNISHED OPTICOM 711 PRE-EMPTION DEVICES WHERE INDICATED. I II I I II II CONSTRUCTION NOTES= THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CABLES AND MOUNTING I 1 I 1; II 1 HARDWARE. THE OPTICOM 762 PHASE SELECTOR UNIT WILL BE PRE-INSTALLED 1 II 1 L.-X r- - X - - -X - X - - -X - - - I ❑ - INSTALL CITY-FURNISHED MODEL 170 CONTROLLER ASSEMBLY WITH MODEL 332 IN THE CABINET BY THE CITY. CONTRACTOR SHALL MAKE INTERNAL CONNECTION` 1 11 L _ I II CABINET. INCREASE HEIGHT OF CENTRAL PAD ON FOUNDATION DETAIL OF STATE WITHIN CABINET FOR A FULLY OPERATIONAL PRE-EMPTION SYSTEM, REFER TO 1 STANDARD PLAN ES-4B FROM 3.5 TO 12". WIRING DETAIL. EXACT HARDWARE MOUNTING PLACEMENT SHALL BE DETERMINED 1 BY THE TRAFFIC ENGINEER IN THE FIELD. I 2❑- INSTALL 120/240V TYPE III-BF SIGNAL AND LIGHTING SERVICE WITH TYPE V PEC \ 1 n I I 01 02 03 04 II FOR IISNS. USE 50 AMP SIGNAL BREAKER, 30 AMP LIGHTING BREAKER, 20 AMP 1 I t, INSTALL CONDUIT WITH PULL ROPE AND #5 PULL BOX FOR FUTURE 1 1 1 II , 1 1 IISNS BREAKER, 20 AMP AU TOSCOPE BREAKER. SIGNAL, IISNS AND AUTOSCOPE INTERCONNECT. II I I 'ov 4W."i'm ?fee, CIRCUITS SHALL BE 120V METERED AND LIGHTING SHALL BE 120V UNMETERED. 1 1 1 II ~ I ~ ❑3 - INSTALL 2" CONDUIT WITH 3#4 CONDUCTORS. PULL BOX ADJACENT TO LUMINAIRES SHALL BE CUTOFF TYPE. 11 y 4 R73-2 II I 73-2 I I !m C SERVICE POINT SHALL BE PG&E #043459. 9❑- ALL VEHICLE INDICATIONS SHALL BE 12 INCH. It I I q 6 INSTALL SIGN ON SIGNAL MAST ARM. (4 EA.). 1' 1 1 10 - IISNS SHALL BE TYPE A. II I1 I 05 06 07 08 r~P ~uoJ~ 99 zo xx I I I 5~- INSTALL (4) CITY-FURNISHED 1200 AUTOSCOPE VIDEO CAMERAS ON LUMINAIRE MAST ARMS. ALL WIRING SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL tI INSTALL SIGN. (2 EA.). + I II - - _ - - - - BE INSTALLED INTERNAL TO POLES. LOCATE CAMERA 5' FROM CENTER OF 12 LOCATION OF STANDARDS SHALL BE LOCATED 5' BEHIND THE I t Y - - _It- r 02P ~ LUMINAIRE THE VIDEO AND POWER CABLE OPENINGS SHALL BE 6' FROM CENTER FLOWLINE OR AS DIRECTED BY THE ENGINEER. A 1 II I 02P FUT cNG ROAD 1? r i 06 II m5 ?2 0_> OF LUMINAIRE. 1 081 (FUT.'' - - - _jn 0 02- - HAGEMAN FUT. R/W~ - _ - - - - - - - - - - - - - - - - / O I I (TYP) . XL 08 II - ---------------------------1 5 t; FXISTING POLE "%10 ANCHOR 1C BE FUT . RE POLE TO B - - - - E 1~'' I FLIT C&; INSTALLED BY PG8 F I I ( d ~1J I REMOVED BY PG8 E v, I 1 i I , I 0 1 O m5, l ~O 8 11 R9696A 11 I I 1I R96/96AI p 411. E I II , .L- 6 ' 06P I I REPLACE AN 1'6TING ' POLE BY PG8 E - 4 R73-3 08 07 2P 03, AERIAL CABLE TO BE .E TO BE REMOVED BY PG8 E R PG8 E R73-3 M4 i 04 - 04 /4 N ~ I I 5 CB TB ,y /oo. oo "t 'der 0/' car6 I ~ 12 ' - - - _ 04 01 04 05 El _ i mb ~ ai El 12 %r. 12 06 El _ Ty ET Y city 711/721 PRE-EMPTION I 02 TB-1 - J-) A 03 - E _ GB 1 04 ❑ ~G ❑ I I ~ ~ - , t (+26 VDC OUT) ORG 2 02,05-x+1,06 06 I (+26 VDC OUT) ORG 3 04,07-03,08 11 1, I1 I i 06 / I 1 (CH A DET) YEL 4 02,05 i 1- , / O , V106 D - ❑ I I / f 1 (CH B DET) YEL OS 01,06 i 13 (DC COMM OUT) BLU/BARE 6 02,05-01,06 \ i 1 ED, 7 (CH A DET) YEL 07 04,07 ~ I / I (CH B DET) YEL 8 03,08 Ell - 6 1 (DC COMM OUT) BLU/BARE 9 04,07-03,08 NO\ 71 I I /oFESSgyq \ NOTE: F i ASSUMING TB9-2 & T89-3 ARE UNUSED ON 11 l., Z1 2) k I i i / I I THE J FILE, MOVE WIRES ON J11-J & J11-K / ( Z' (TWISTED PAIR) TO J12-E & J13-E RESPECTIVELY. i 0956 OPTICOM FIELD WIRE DETAIL F.p. 3-31-99 . J I 61, / \y\9T CiV1L G NTS 61 OF rPL& - DATE 70' / r- ; TRAFFI~N~ I5~5 FON Signal and Lighting System U , / DATE; 3 -cIj -Q `1 DRAWN SERVICE PONT UndwWo nd service Alert SE-R_ VIC E_POIN-T___ I AGA Job No. 130 )O. ALLOWAY DRIVE AT PROJECT ENGINEER - AGA Re 'dame HAGCALSG / `"n' rotc ` 5,97 HAGEMAN ROAD TKAMC ENGINEER j RCE 32300 C?, \ Cal: TOLL FREE I 'ERT PM W; 2053 / ROVER & 1_800 CONTROLLER AND LOCAL CONDUIT DETAIL i , ~l CITY OF BAKERSFIELD NQ 3 / A SOCIATES or tl f 842-2444 SJW CORNER - NOT TO SCALE PUBLIC WORKS-TRAFFIC ENGINEERING 3 -W: wgwN6 ['A,'~ quuo 'it, DIG I. '4 -..y., Sd 1. ;OR fAj.,W, CA q%e 1. SHEETS