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HomeMy WebLinkAboutT8K050_T8K052SIGNALS_LIGHTING_WHITELNATBUENAVISTA_MINGATBUENAVISTA_PG1•:.r - d-vn ~.i•r~2{;,.-•e, y's 'SF.'gate''r"q~-~.mai'b's}S.M#;~~~~" pyq~~p.~'... _ _ _ _ - _ d' .1~ a KERSFIEI-,D LIST OF DRAWINGS CITY OF BAKEI 1. TITLE SHEET DEPARTMENT OF PUBLIC ti PUBLIC WORKS ~ 2. LAYOUT, SIGN AND PAVEMENT DELINEATION PLAN ON WHITE LANE AT BUENA VISTA ROAD PLANS FOR FOR o Y 3. LAYOUT, SIGN AND PAVEMENT DELINEATION PLAN ON ,n MING AVENUE AT BUENA VISTA ROAD INSTALLATION OF T OF TRAFFIC 4. TRAFFIC SIGNAL & LIGHTING PLAN ON CITY OF BAKERSFIELD o SAN MANCIM0 WHITE LANE AT BUENA VISTA ROAD SIGNAL AND LIGHTING ING SYSTEM ON FROW 5. TRAFFIC SIGNAL & LIGHTING PLAN ON o MING AVENUE AT BUENA VISTA ROAD White Lane at Buen, U i tena Vista Roa z , O CALTRANS 1992 STANDARD PLANS 1+08 ANOElES Of oVista Road ES-1A ES-3E ES-68 ES-13 A20C and fAll DM O , ES-18 ES-46 ES-6R ES-5D A20D 5A ES-6RA T-11 A24A Avenue at Buei ES 2C ES Ming - uena 1 In 5 ES-2E ES-5B ES-6S T-12 A24B STATE OF CALIFORNIA Z w ES-3A ES-5C ES-6T T-13 A24C STOMDALE HIGHWAY m ES-38 ES-5E ES-8 T-14 A24D Q w ES-3C ES-6A ES-10 A20A A24E NOTE: ES-3D ES-6AA ES-11 A20B THE CONTRACTOR MUST POSSESS A Q VALID CLASS A OR C-10 CONTRACTOR'S _z ' LICENSE THE TIME THIS CONTRACT { Q ~ ~ IS AWARDED. Z b BAKERSFIELD CITY STANDARDS YMG AYE C _ Q ► O S 11 S-41 w e % ALL UTILITY LOCATIONS SHOWN ARE o►+~ ° APPROXIMATE AND ARE SHOWN FOR cn NORTH LAUREIOLEN BLVD INFORMATION ONLY. CONTRACTOR S , SHALL CALL USA AT (800) 642-2444 Z PROJECT AND VERIFY UTILITY LOCATIONS 48 w m HOURS BEFORE STARTING CONSTRUCTION. DD Q CONVENTIONAL SYMBOLS LOCA TION w yl. WHITE LANE WHITE LANE O a ~ SOUTH LAUREIGLEN BLVD J - - - SECTION LINE - .--rT- LEVEE - - - - RIGHT-OF-WAY RAILROAD TRACKS CENTERLINE WALL - - - - EXISTING TOPO CULVERT o r O 'F MHTE LANE X FENCE HEDGE CAMPUS PARK DRIVE ~ PARK DRIVE 8`' LaJ FUTURE STRIPING GUARD RAIL s O DISTRICT BOULEVARD Z 11 UTILITY SYMBOLS 4 o~DfESSIp, APPROVAL BY: F II PACHECO ROAD & 1~p~ h .i Ji01M 0. fWJl11t ~ Q . N0. 6/tl5 Z WATER LINE SEWER LINE Eip. a-30.-90 GAS LINE OIL LINE BURIED TELEPHONE AERIAL WARE CABLE (REGISTERED CIVIL ENGINE DATE OF CALF PUBLIC WORKS ✓DIRECTOR DATE 75 AERIAL CABLE LOCATION MAP N MAP APPROVAL RECOMMENDED: v MANHOLE FIRE HYDRANT N TS NTS - POWER POLE WATER METER Fy1VV1~f~.LKINV JCK VIIiCJ MANAVCR f ~3ViTZt F EXISTING MONUMENT WATER VALVE TRAFFIC ENGINLLK FUTURE MONUMENT GAS METER DMINTWUNLLN EXISTING STREET LIGHT GAS VALVE SHEET N0. RUEI7~('M&SCHULERCIVILENGINEERS INSTALLATION OF TRAFFIC SIGNAL EXISTING SIGN NEW SIGN 180121stSTRBBP,SUnN4 AND LIGHTING SYSTEM ON 1 of 5 DAURSPIRD.CA93301 WHITE LANE AT BUENA VISTA ROAD Z 7ELW51W--1%9 MING AVENUE AT BUENA VISTA ROAD SHEETS a I I I PAVEMENT MARKING QUANTITIES NOTES i' II )TES I I 7 I TYPE LINEAR FEET 10 Construct Roadv ;onstruct Roadway (0.50' AC (A)/0.40' AB (II)) I I j I I 12" WHITE THERMOPLASTIC 2 Sawcut A.C. PaN >awcut A.C. Pavement as shown, or as directed by the Engineer. : 450 SF I II 9 I I I MARKINGS (CROSSWALK) 3 Construct Type I ;onstruct Type B Curb & Gutter Per COB Std. S-1 ;onstruct Handicap Romp Case A Per COB Std S-41 and sidewalk TYPE IV ARROW 30 SF 4 Construct Hondi remove and salvage existing Stop Sign. I I I I I 5 Remove and sal 6 Remove and sal II I temove and salvage existing Stop Ahead sign. I I I I DETAIL 9 480 LF 7 Obliterate existir )bliterate existing pavement marking. II o.G.~ )bliterate existing stripe. 2' 21 I I °o I I 4" PERMANENT STRIPING TAPE 330 LF 8 Obliterate existir temove existing Stop Ahead sign panel and replace with W41 sign panel. s•~ 4;~ STA +83.87 64' LT "BV" I I I + Construct 4' AC ;onstruct 4' AC drainage ditch from curb and Gutter to Shallow Retention Area g Construct existing EL - 359.7 ECR PR~OSED RW I ~i e: Salvaged street sign panels to be delivered to the City Corporation Yard 0.20' AC TYPE A I I CURVE TABLED Note: Salvaged stri 0.50' 909: RELATIVE COMPACTION UTURE ALL WORD PAVEMENT MARKINGS ARE SECTION A-A ry ROSSWALK 5 I I NO. DELTA TANGENT RADIUS LENGTH NOTE: ALL WORD PAVEI' 1 89'55'07" 29.96 30.00 47.08 TO BE OBLITERA' TO BE OBLITERATED AS A BLOCK, NOT N.T.S. 2 89'55'07" 29.96 30.00 47.08 AS INDIVIDUAL U AS INDIVIDUAL LETTERS. 3 89'55'07" 29.96 30.00 47.08 R59 Rt. FI k TYPE N-1 12" WHITE THERMOPLASTIC f~ PAVEMENT MARKING (*.96' LT "BV" EL - 359.51 FL BUENA VISTA ROAD BCR w LINE "BV" 7 a WEST LINE, SW 1/4 LPROPOSED RW l o SEC 7, 30/27 WHITE LANE Z 5 _ R59 Lt I 8 aa1 TYPE N-1 TYPE IV (L) ARROW TYPE IV (L) ARROW rl SW COR SEC 7, 30/27 7 PLACE 4" WHITE PERMANENT RMANENT STA 1+00 W N STRIPING TAPE STA 10+00 "BV" 20 3 + 00 4 + 00 5 + 00 WHITE LANE 2 + 00 SOUTH LINE, /S1/4 S 89'15' E W LINE "W" SEC 7 30/2 z IT 1 777- ` WHITE PERMANENT STRIPING A 2 PLACE 4" WHITE PERMANEN I 12' 26-r-1-1 1 5.5 iv I TAPE O 25' 25' EXISTING EP DETAIL 9 DETAIL 9 U w 8 / 2 o C' PL/[6 a2s' A.L. OVEL o.4o qrr, 4S 7. S~ G o, ° STA +36.5 3 y STA +93.88 39' RT "W" EP GRADE TO DRAIN STA+35.8884'LT"BV" z 45.5 RT - - er~ EL = 359.62 FL 3 BCR .O 12" WHITE THERMOPLASTIC 4 ECR FUTURE EP BY OTHERS ~_FUTURE CURB AND CUTTER 3 5 ; 4i STA +93.88 54' RT "W" 0 0' i EL = 360.10 FL 4 2 PAVEMENT MARKING EXTEND BACK OF WALK TO \ - - ACCOMODATE CONTROLLER FUTURE CROSSWALK STA +33 REMOVE AND DISPOSE--' 83.96 T 9 STA +63.88 83.96' RT "W JISN OF CONCRETE PAD " °o o EL = 359.86 FL RW SCALE: 1" = 20' I I STA +5.92 54' LT BV" q I BCR 60' RIGHT OF WAY EL = 3 9.86 L + .7 60' RIGHT ii ECR 0) I I r 47' r b pvcr, x o 26' 47' VARIES 13' 1 x 11 iQ A.c• ovEe ° I I 0 056 arr.. M w STA 9+00 43' RT "BV" I I EX. EP l~ 15 7. i II 7 Q 1 7 II ~ ~ X4:1 4:1 w I SAWCUI SAWCUT I I F- CONSTRUCT SHALLOW RETENTION II (n I M AREA AS SHOWN AND AS / 2% 5R 4:1 o I I I I DIRECTED BY ENGINEER EXISTING PAVEMENT o II M 6 + 00 7 -f 00 II 0.50' AC (TYPE A) i II Z I~ 5 0.40' AS CL II) 2.5 LIMIT OF 95% RELATIVE W I I LEI l I COMPACTION z 1 I I ~ ~r J I I M STA +45 43' RT "BV" TYPICAL II PROPOSED TYPICAL SECTION - WHITE LANE 2 STA +57.96 STA 1 +95 TO 6+57 = 1 DETAIL 9 26 RT I I I I RIGHT OF WAY ST, I I I BASIS OF BEARING: THE WEST LINE OF SCALE: 1" = 5' Q ~Tr (MATCH I I r THE SW 1/4 OF SECTION 7 T.30 S., R.27 E. EXISTING I I I IN-c I TAKEN AS N 0'49'50" E BETWEEN WHITE 1 II r, w LANE AND CHAMBER AVENUE ` II o / I I fESS~q \STTA +57.96 39' RT W BENCHMARK: CONCRETE MONUMENT AT - - - - - - - - - - - - - - - - - - - I I I WHITE LANE AND BUENA VISTA BEING THE V JOIN 0. K"U M ~i I I I SW CORNER OF SECTION 7 T.30 S., R.27 E., I II I ELEV. 361.31 I II / I I II I 7 I I I REGISTERED CNIL ENGINEER DATE W CAL\f I II I II I I I PREPARED 8Y: I II RUETTIGERS & SCHULER CIVIL E'NGRVEERS I II I 180121irS7nW. SU1181 AAREMMA CA 93301 (MIS) 3274M File Name: Si nal.dw #DDrown: inal.dw Drawn: UP SHEET NO. Layout, Sign and Pavement Delineation Plan {-11.3 Engineer: WP CITY OF BAKERSFIEELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-11.3 n inee Dote: 5/19/98 hecker 198 Checked By: ADS on White Lane at Buena Vista Road 2 OF 5 I 11 I I ~ I fi I II I I I II I 11 I I I I II I II I I of I II I !I I I o 1 II i l l I I I ! 1 PAVEMENT MARKING QUANTITIES NOTES r I cj `O I I I I I II I TYPE I ~I I I ~ I I II TYPE LINEAR FEET D Construct Type B Curb & Gutter Per COB Std S-1 I I I I i I I I 12' WHITE 12" WHITE THERMOPLASTIC 2 Construct Handicap Ramp Case A Per COB Std. S-41 and sidewalk I I II I 1 I MARKINGS MARKINGS (CROSSWALK) 410 SF 3 Remove and salvage existing Stop Sign. 4 Remove and salvage existing Stop Ahead sign. TYPE IV ARROW 30 SF 5 Obliterate existing pavement marking. 1 1 I I TYPE IV I II I I 11 I I I 1 II I I Q II © Obliterate existing stripe. I I t 1 I I 4" PERMA I II I I I II 4" PERMANENT STRIPING TAPE 330 LF 7 Remove existing Stop Ahead sign panel and replace with W41 sign panel. I II I I I ~ II Note: Salvaged sign panels to be delivered to the City Corporation Yard. I 1 1 I I I I Q I I I II I I t ~ II NOTE: ALL WORD PAVEMENT MARKINGS ARE ?i I II I I I I ~ II I TO BE OBLITERATED AS A BLOCK, NOT I It I I I II AS INDIVIDUAL LETTERS. I II I , ! ! > II I II , ! I II I I II I I I Q I t I I I I I I z I I SCALE: 1' ~ 20' 20 I II I I II I II I I I w II y I II i I I ~ 11 i~ N STA +92.69 64' LT "BV" I I I I I I m i t EL = 363.38 FL I I I ECR I I I I I I I I II I 5 I I I l i I I I 1 ~ 3 I 1 1 3 ~ 1` ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 I Q I . ~i - - - - - - - - - - - - - - - - - - - - - - R59 Rt. I I 6 TYPE N-1 - - - - j' J O* I 12" WHITE 20' 0 I I THERMOPLASTIC TYPE IV ARROW (RT) IV ARROW (RT) w PAVEMENT MARKING STA +62.26 93.56' LT "BV' I -~J EL = 363.14 FL I a BCR I wl la 5 I I 'o ° It z 6 5 0 EP I z STA 63+07.81 R59 Lt. I I MON. LS 4383 MING AVENUE TYPE N-1 I NW COR SEC 7 30/27 TYPE IV ARROW (RT) 20 IV ARROW (RT) iv CE 4" WHITE PERMANENT _ _ _ _ _ _ _ _ _ _ _ _ - - S 89'11'45"E PLA STRIPING TAPE - - SNORTH LINE, E7 30/27 NW 1 /4 PROPOSED S 89'11745" E - - - - _ - _ - - RIGHT OF WAY MING AVE - - - - - - - - - - - - - - I ~I - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -PI ACE 4" WHITE PERMANENT STRIPING - " I I TAPE O 25' I (j BUENA VISTA ROAD "BV" I of II N~ I N WEST LINE, NW 1 /4 o l w SEC 7, 30/27 z I rn 7 1 _ _ j 3 IZ 5 3 ~A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STA +44.26 84.20' LT '8V" ~3 - - EL = 363.34 FL ~O~ r TTT i BCR 2 I ff i r I I I It I I I I I CURV I 1 CURVE TABLE O 1 I 11 NO DELTA T/ 0 DELTA TANGENT RADIUS LENGTH, I I I I I I I 1 90'00'00" 3( 90'00'00° 30.00 30.00 47.12 STA +14.46 54' LT "BV" I It I I I o f 2 90'00'00" 3( 90'00'00" 30.00 30.00 47.12 EL - 363.58 FL I II I 1 8CR 1 II I I II a I II I I I II I II I I I COI II 1 11 I 1 I It i I II I I I II I II I 1 1 I II t I II I II I II I I I II I I II I I I II BASIS OF BEARING: THE CENTERLINE OF BUENAi VISTA ROAD TAKEN AS N 49 4G E BETWEEN 000 I I ff MONUMENT AT MING AVE. LABELED LS 4583 TO  DEAR PEAK DR. UCF44 I I I VI rr 00. MaZ5 I I I 1 rr I I I rl BENCHMARK: CONCRETE MONUMENT AT INTERSECTION OF BUENA VIST I I I 7 11 I I I A RD. AND MING AVE. STAMPED LS 4583, ELEV. 364.13 EGISTERED CIVIL ENGIN ER DATE PREPARED BY: I I I ~j 11 I I 1 11 I I I II a I I I II I I I II RUEI7GERS & SCHULBR CIVIL ENGINEERS 18D121sSIRliMT, SUJ7X 4 ;F ems, CA 9M] (acs) 327-190 ! File Name: Si nal.dw Drawn: ial.dw Drawn: IJP Layout, Sign and Pavement Delineation Plan SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-11.3 En ineer -11.3 Engineer: UP Date: 5/19/98 Checked 98 Checked By: JDS on Ming Avenue at Buena Vista Road 3 OF 5 t :i +I NOTES POLE SCHEDULE 1 Type 170 Controller, and 332 Cabinet assembly shall be supplied by the City. All other equipment, I I I unless stated otherwise, shall be furnished by the contractor. I I SIGNALS IISNS SIGNS II LOC. STANDARD VEHICLE sT. NAw sw+ REMARKS oaN'r wNx • • (21 Install City furnished Type 170 Controller and 332 Cabinet assembly. Service shall be 120v/240v Type III-BF, furnished & installed by Contractor. Mount controller cabinet on foundation per Caltrans STD ES-48 I I O 29A-5-80 15 MAS SP-1-T 02 08 WHITE LANE F = 23' ® AUTOSCOPE 12mm with foundation height increased from 3 1/2" to 12". Install Type SC5 Sign Control for IISNS. I I I I 1 55 _ MOUNT R34-2 SIGN ON MAST ARM LTMAT 3 Pull box in front of controller shall be No. 6. Pull box adjacent to P.G.& E. power point shall be I I P.G.&E. #043459. Interconnect pull boxes shall be No. 5 w/ extension. All others shall be No. 5. I I I © 1A TV-2-T SP-1-T 08 02 4 Luminaires shall be cutoff type, 300 W HPSV. I I 5 All signal indications shall be 12 inch. II C 29A-5-80 15 MAS 02 BUENA VISTA ROAD F - 23' ® AUTOSCOPE 12mm A MAT MOUNT R96 AND R96A SIGN ON POLE I O 55 M LT- 6 Internally Illuminated Street Name Signs shall be type A. I I I 1 7 All pedestrian indications shall be new, international symbol type as detailed in the specifications. O 1A TV-2-T SP-1-T 02 8 Salvaged luminaires shall be delivered, by the contractor, to a location to be determined. Contact I Larry Aldano at 326-3781 for location. Salvaged sign panels shall be delivered to the City Corporation Yard. 29A-5-80 15 MAS WHITE LANE F - 23 ® AUTOSCOPE 12mm O 55 M 9 Location of the standards shall be located at back of sidewalk, as shown on plans, or as directed by the Engineer. I I LT-MAT AS f 11 Remove and salvage existing street light and standard. Removal to be coordinated with the installation of I I 1 1 l+l O 1A TV-2-T MOUNT R96 AND R96A SIGN ON POLE new luminaires. Disconnect and abandon service conduit per Col Trans State Standard Specification Dated II III July 1992, Section 86-7. Abandon street light foundations per Section 86-2.03 of the Standard Specifications. I I I IiI _ Maintain existing street light circuit. II I © 29A-5-80 55 MAS SP-1 -T 08 BUENA VISTA ROAD F - 23 ® AUTOSCOPE 12mm LT-UAT MOUNT R73-2 SIGN ON MAST ARM 11 III ®Install City furnished Opticom four 711 pre-emption devices. The Contractor shall furnish and install all cables and I I mounting hardware. The Opticom 762 phase selector unit will be pre-installed in the cabinet by the City. I 1 1 1 IiI Contractor shall make internal connections at cabinet for a fully operational pre-emption system. Exact 1 I. S EXISTIN EXISTING INT. 11 SCALE: 1" 20' O IA TV-1-T 08 ' CONDUIT • F Distance on Coltrons Standard Plan pre-empt hardware mounting placement shall be determined by the Traffic Engineer in the field. i i I + I CONDUI , © Attach four 12 mm City furnished Autoscope Cameros to luminaire most arms. all wiring shall be furnished I I FUTURE POLE H lO r 111/2 III and installed by the Contractor internal to Poles. Locate 3' from the center of luminaire. The video and I I OCADO H power cable openings shall be 4' from the center of the luminaire. PROPOSED R/W 06 \ (~A) 14 Cover 04, 05 & 07 signal heads per signal head cover detail. 4 6 -----f---~o 5 05 02 02 02 02P 02 © I I 08 CONTROLLER AREA DETAIL © 7 N TS 07 08P ' 1131 08P I ~ I I BUENA VISTA I II -CL BUENA VISTA ROAD I 2 - - - - - 08 w LINE ,.BV., LINE "BV" - - - - - PROPOSED R/W ~i 4 WEST LINE, SW 1 WEST LINE, SW 1 /4 08 I o SEC 7, 30/27 SEC 7, 30/27 I • WHITE LANE 1 I z 2 SW COR SEC 7, 30/27 I 3 M STA 1+ "W" STA 1+00 ° - 8 SW COR SEC 7, 03- - - - STA 10+000 "BV" STA 10+00 "BV" I ~ 3 + 00 v 4 + 00 S '15' E WHITE LANE 2 + 00 SOUTH LINE, S 1/4 89 02P LINE LINE "W" j SEC 7 3012 _ I I ~ •I I 04 - - - - - - - - - - 4 0 ' -%rd4 I o cc) PHASE DIAGRAM ~I z - - - - - - - - - - - - - - 2 / 0601 08P $ ~ - - ~PGd~ SERVICE - - - - - - - - 01 08P~ 06 08 08P LOCATION 03 04 9 f 06 9 02P , 01 and 06 06P4 I #02P 07 ~03 03 and 08 04 O 06 06 01 - 1y ~04~ \ 05 t 2P 02 07- \ 01 and 05 02 and 06 03 and 07 -.40 04 and 08 p 711 PRE-EMPT o4P 02 and 05 04 and 07 E °o TB-1 I I + I I~ ~ 1 FUTURE R/W 11 a' II II C) II I (+26VDC OUT) ORG 02,05-01,06 I (+26VDC OUT) ORG 3 04,07-03,08 II 11 Q COVER 04, •S k 07 SIGNAL HEADS WITH 20 GAUGE SHEET O ~ I I (CH A DET) YEL 4 02,05 METAL COVER SHALL BE FASTENED BY A MINIMUM OF II ~ (CH B DET) YEL cJ 01,06 CONDUCTOR SCHEDULE ' Indicates Existing Conduit SIx SHEET METAL SCREWS TO THE BACK PLATE. THERE Belden 8281 SHALL BE A MINIMUM OF ONE INCH OF OVERLAP BETWEEN I I Q (DC COMM OUT) BLU/BARE 6 02,05-01,06 CONDUIT I -3 4' 30• 3' 30• 3' 2' 3- 3' 20 2" 2" 2" 2" 2' 3" 3" 2" G` THE COVER AND BACK PLATE. THE COVER SHALL I I BE PAINTED TO MATCH THE BACK PLATE. I I (CH A DET) YEL 7 04,07 CONDUCTOR RU QQ®®®®®®®AA AA AA I I _ (CH B DET) YEL $ 03,08 oQµoiESS~q NOTES A A A I I I I (DC COMM OUT) BLU/BARE 9 04,07-03,08+ 28 CONDUCTOR 4 3 2 2 1 1 1 1 I II c; raw D. same ik ® 9 CONDUCTOR 1 1 1 1 1 1 11 z II 5 CONDUCTOR 1 , , 1 1 1 1 1 r I .SIGNAI HFAn rnVFR nFTAII II , , E)p. 6-30-02 OPTICOM FIELD WIRE DETAIL N°' "0-'  I I I I / N TS ~RE CIVIL ~ ENG ER 7 DATE 12 IISNS 2 2 2 2 2 2 2 4 II w I ~1~~ gr~~~E\e 10 LIGHTING 2 2 2 2 2 2 2 4 NTS I I m I I ~Y I NOTE: ASSUMING T89-2 & T89-3 ARE UNUSED ON AUTOSCOPE POWER 1 3 3 3 3 3 3 3 6 I II THE J FILE, MOVE WIRES ON JI1-J do JI I -K AUTOSCOPE CABLE 4 3 2 2 1 1 1 1 N 6 SERVICE 3 2 II I I I I I (T IMST ED PR) TO J12 E do J13 -E L OPTICOM CABLE 4 3 2 2 1 1 1 1 I I 1 II I ' I I 12 PAIR X119 AWG (INT) - - - ; I I I I I I I PREPARED BY: NOTES: A. RECORD PLANS SHOW CONDUIT AT LOCATIONS SHOWN. CONTRACTOR TO CONFIRM I I RUEMERS & SCHULER CIVIL ENGINEERS LOCATION AND EXISTENCE. IF NOT ABLE TO LOCATE CONTRACTOR SHALL INSTALL NEW CONDUIT. IF CONDUIT DOES NOT EXTEND FULL LENGTH, CONTRACTOR SHALL EXTEND CONDUIT. 189121ar S7MU, SUHX 4 BAXZWnMD, CA 93301 (W5) 327-1969 File Name: Si nal.dw 4EEnn rawn: nal.dw Drawn: UP Traffic Signal and Lighting System SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-11.3 ineq 8-11.3 Engineer: UP f Date: 7/15/98 hecke 198 Checked By: ,IDS on White Lane at Buena Vista Road 4 OF 5 I ' S! ; .8., y:i` v,",..., a Yf.',n,. , Apt, ''°.'r,7n a.1. .,r: y• r. 4.. , ° anN`• ~Aa IBC. 4Jy~.Grf~ .X•. n~ :'.1 AT.r.t'+,'..4+• ,y if ',f'. •+~r )t 41. ~.'yA.'• rJ~I .r MM;r.. i Y ° . ,~9 ,)'C c- i '~.,((J}~ F: r e _ M ♦ y . Jk.d '.N ,C ~J+", t • Y p^ n+~''F1~f t, J~ p +~1e,"S if}Y ,l i'• .7 , V's'~:' °l 1 1.. ..f._:.r:'': ,rl°,~+..:,._. C.l k. `-:a ....H•.•:f t'.',,y,l,''~flM.,f1,A•,,,.,y::i.:..,.r...'t':-r..k-Wr:~,:.iSi~:~5~1'r:}'~v?a.. !F•}.v.;bx.#4~<w.': f;'A~!ii,~. ,.r:1'. nf ::F:•~.tt'_:. % NOTES I II I I POLE SCHEDULE I 1 II 1 Type 170 Controller, and 332 Cabinet assembly shall be supplied by the City. All other equipment, I I I I I I M SIGNALS IISNS SIGNS unless stated otherwise, shall be furnished by the contractor. I 11 1 I I I I I I LOC. STANDARD U WALK W-Dw PPB REMARKS VEHICLE DON'T WALK ST. NAME SIGN 'Smur II ®Install City furnished Type 170 Controller and 332 Cabinet assembly. Service shall be 120v/240v Type III-BF, I I I I I furnished & installed by Contractor. Mount controller cabinet on foundation per Coltrans STD ES-4B I I I I 1 I I 11 15 V-1- F = 23' ® AUTOSCOPE 12mm I I O 29A-5-80 55 MAS SP-1-T 02 08 MING AVENUE with foundation height increased from 3 1/2" to 12". Install Type SC5 Sign Control for IISNS. i I I I I l II _ MOUNT R34-2 SIGN ON MAST ARM LTMAT II I O 3 Pull box in front of controller shall be No. 6. Pull box adjacent to P.G.& E. power point shall be I I I I I l I I B 1A TV-2-T SP-1-T 08 02 P.G.&E. #043459. Interconnect pull boxes shall be No. 5 w/ extension. All others shall be No. 5. I I I I I I I I 4 Luminaires shall be cutoff type, 300 W HPSV. I 11 I I Q I O 1 1 I 15 V- - F - 23' ® AUTOSCOPE 12mm 5 All signal indications shall be 12 inch. i I I 1 0 I I I © 29A-5-80 55 MAS ~2 BUENA VISTA ROAD 6 Internally Illuminated Street Name Signs shall be type A. I 11 I I I I II _ MOUNT R96 AND R96A SIGN ON POLE 7 All pedestrian indications shall be new, international symbol type as detailed in the specifications. I I I 1 , I I Q Q 11 O to TV-2-T SP-1-T 02 I I 1 ~ II 8 Salvaged luminaires shall be delivered, by the contractor, to a location to be determined. Contact I I I I I I F U) I I O 15 MAS - F = 23' ® AUTOSCOPE 12mm Lorry Aldono at 326-3781 for location. Salvaged sign panels shall be delivered to the City Corporation Yard. I I l I I I I U I II E 29A-5-80 55 MAS MING AVENUE 9 Location of the standards shall be located at back of sidewalk, as shown on plans, or as directed by the Engineer. I I1 I I 5 II - 11 Remove and salvage existing street light and standard. Removal to be coordinated with the installation of I I I I I I I Q I II O MOUNT R96 AND R96A SIGN ON POLE LT MAT I new luminaires. Disconnect and abandon service conduit per Cal Trans State Standard Specification Dated I I I I I i i Z Q II F to TV-2-T July 1992, Section 86-7. Abandon street light foundations per Section 86-2.03 of the Standard Specifications. 1 I I I I I W I Z I I ~ _ _ i Maintain existing street light circuit. W I I I SCALE: 1 r, = 20" 15 MAS F = 23' AUTOSCOPE 12mm 29A-5-80 MAS SP-1-T 08 BUENA VISTA ROAD I I I 1 I I I D I I i I O 55 _ MOUNT R73-2 SIGN ON MAST ARM o U Install City furnished Opticom four 711 pre-emption devices. The Contractor shall furnish and install all cables and I I I I I I I 1 m 1 co II I I 1A N-1-T SAS mounting hardware. The Opticom 762 phase selector unit will be pre-installed in the cabinet by the City. I I I I l 1 1 I Contractor shall make internal connections at cabinet for a fully operational pre-emption system. Exact 1 11 I I I I II pre-empt hardware mounting placement shall be determined by the Traffic Engineer in the field. I I I I I ' I 1 I • F Distance on Caltrans Standard Plan - Attach four 12 mm City furnished Autoscopa cameras to luminaire mast arms. all wiring shall be furnished I l ~XISTING INTERCONNECT INTERCONNECT I 1 :II © I I I I I I I 1 and installed by the Contractor internal to Poles. Locate 3' from the center of luminaire. The video and CONDUIT I 11 I I I I CONDUIT power cable openings shall be 4' from the center of the luminaire. I I I FUTURE 1A POLE I I I O /141 14 Cover 04, 05 & 07 signal heads per signal head cover detail. 061 LOCATION I I I ~"I~ O II CONTROLLER AREA DETAIL ~H ~I I _ o2P o2p 02P i%*. B - - - - NTS - o I 02 02 2 02 06P I _.--PGAE SERVICE--------- - ~"o LOCATION _ N NN \ 11 -~.~~1 CONDUIT 08P I w I I I ~ 13 4 W~ ,Da a EXISTING INTERCONNECT CONDUIT I I ~ ° 1 1 A 'I I I I _`t Z 08 I i o ,r t I z STA 63+07.81 '81 ' I ON. LS 4383 183 MING AVENUE NW COR SEC 7 30 /27 SEC 7, 30/27 02P 4fo-03 S 89'11'45" E "~NORTH LINE, NW 1/4 S7 30/27 - - - - - re 02 1 0; I MING AVE 07 S 89111'45" E - - - - - - - Z - B -71 MING AVE LL j» - - - - < 1 r. 2 _ I VISTA ROAD "BV" 04 I ~ BUENA VISTA ROAD _BV" ` I I of 04 PHASE DIAGRAM I I c" M I :4 WEST LINE, NW 1/4 IE, NW 1/4 11 0601 0l I I 0 IW SEC 7, 30/27 30/27 z 01 - - - - - - c 01 06Pf11 I L ---el- I a 06 08 03 ~G - 08 I I o 01 and 06 o6P~ ~02P 07 ~03 03 and 08 o4 W z 1------------ - 1 4P _EXIS N -INIfMONAECT CUNDU - - - - - - - - - - - - - - - - 05 2P 02 07 04 i 02P 0V r 01 and 05 02 and 06 03 and 07 K 04 and 08 06 9,6 I 01 2 04P IF II 4 02, and 05 04 and 07 - - 0 6 1 II I I COVER 04, •5 k •7 SIGNAL HEADS WITH 20 GAUGE SHEET 711 PRE-EMPT r~ METAL. COVER SWILL BE FASTENED BY A MINIMUM OF I I I I 02 SIX SHEET METAL SCREWS TO THE BACK PLATE. THERE I II 1 I I I I I I TB-1 SHALL BE A MINIMUM OF ONE INCH OF OVERLAP BETWEEN I II I I I o0 II THE COVER AND BACK PLATE. THE COVER SHALL ' [~-EXISTING INTERCONNECT I I I 1 I FUTURE STRIPIN I I CONDUIT BE PAINTED TO MATCH THE BACK PLATE. 'UTURE STRIPIN I I I II I I BY OTHERS IY OTHERS I I (+26VDC OUT) ORG 02,05-01,06 I I (+26VDC OUT) ORG 3 04,07-03,08 CONDUCTOR SCHEDULE :*Belden x8281 ling Conduit I I l l I ( I 0 IT -3 4" 3'• 3" 3"• 3" 3•• 3w 3• 2• 2" 2• 2" 4" 2" C SIZE (CH A DET) YEL 4 02,o5 I II I I I I I I I (CH B DET) YEL s 01,06 SIGNAL HEAD COVER DETAIL CONDUCTOR RU A ®A A NOTES A A A 8 CCONDUCTOR ONDUCTOR 4 1 2 1 1 I I (DC COMM OUT) BLU/BARE 6 02,05-01,06 NTS I I `.r I I I (CH A DET) YEL 7 04,07 9 1 1 1 1 I II 1 I 1 I I I~ I I I (CH B DIET) YEL 8 03,08 W~F'Ems~sl ENtr II I 5 CONDUCTOR 1 1 1 1 1 1 1 II l i i I II I I (DC COMM OUT) BLU/BARE L51J 04,07-03,08 12 IISNS 2 2 2 2 2 2 4 2 y 10 LIGHTING 2 2 2 2 2 2 4 2 I I I AUTOSCOPE POWER 12 3 3 3 3 3 3 6 3 1 Il 1 OPTICOM FIELD WIRE DETAIL m.6- AUTOSCOPE CABLE 4 2 2 1 1 1 1 2 I II I I I 1I NTS 7-Za-1S si OPTICOM CABLE 4 2 2 1 1 1 1 2 I I I I I I REGISTERED I II I I I I I NOTE: ASSUMING TB9-2 & T69-3 ARE UNUSED ON CCIVIL ENGINEER DATE OF- CAt.\i 3 6 SERVICE 3 2 I I I I I I I I THE J FILE, MOVE WIRES ON J11-J do J11-K 12 PAIR #19 AWG (INT) 11 1 1 l I' I I ~ 11 I I (TWISTED PAIR) TO J12-E & J13-E I I RESPEC77VELY. PREPARED BY: NOTES: A. RECORD PLANS SHOW CONDUIT AT LOCATIONS SHOWN. CONTRACTOR TO CONFIRM I I I I I I LOCATION AND EXISTENCE. IF NOT ABLE TO LOCATE CONTRACTOR SHALL INSTALL NEW CONDUIT. I I I I 1 RUETWERS & SCHULER CIVIL MVGRW" I I 180121rr 811111$1', SUnZ 4 IF CONDUIT DOES NOT EXTEND FULL LENGTH, CONTRACTOR SHALL EXTEND CONDUIT. I I I I I AARARM 11D. CA 43301 (WS)327-190 File Name: Si nal.dw Drawn: nal.dw Drawn: UP Traffic Signal and Lighting System SHEET NO. 8-11.3 Engineer: WP CITY OF BAKERSFI EL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-11.3 En inei Date: 7/15/98 Checke 198 Checked By: JDS on Ming Avenue at Buena Vista Road 5 OF 5