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HomeMy WebLinkAbout3.2-598ABJ I I' f s _, .� i { � I � .� _. 3 � - �., �,. ,. f 4 � f POLE SCHEDULE AMPS SIGNAL POLE LOCATI 0N S VOLTS SIGNALS SIGNS A LOC. TANDARDuowim STA. WALK w -Dw PPe 37.2' REMARKS STOCKDALE HWY. a VEHICLE DON'T WALK 0 b ST. NAME SIGN 39.1' RT. STOCKDALE 15 SV -1 -T STA. - POLE SCHEDULE AMPS SIGNAL POLE LOCATI 0N S VOLTS SIGNALS SIGNS A LOC. TANDARDuowim STA. WALK w -Dw PPe 37.2' REMARKS STOCKDALE HWY. SIGNALS VEHICLE DON'T WALK 0 b ST. NAME SIGN 39.1' RT. STOCKDALE 15 SV -1 -T STA. 48 +70.8, 91.6' RT. PHASE 8 HEAD SHALL BE: RED BALL, O 24 -4 -80 35 LT -MAT 66.4' RT. OLD RIVER STOCKDALE HW YELLOW BALL, GREEN RIGHT ARROW. STA. 48 +54.0, 60.8' LT. OLD RIVER ROAD STA. INSTALL SIGN R73 -5 ON MASTARM. 78.0' LT. OLD RIVER ROAD © STA. 9 +90.2, 35.0' PHASE 8 HEAD SHALL BE: RED BALL, Q 1A TV -2 -T 0 2 DET. 0 YELLOW BALL, GREEN RIGHT ARROW. ■O 00� SEE NOTE 17. 15 MAS MAST ARM SHALL HAVE ALL MOUNTINGS 29A -5 -80 MAS SP -1 -T 02 ■ OLD RiVER ROAD REQUIRED FOR EVENTUAL MOUNTING OF ■ ■ 55 ■■ LT -MAT HEAD. HEAD IS NOT A PART OF THIS PROJECT. SEE NOTES 17 AND 4.10 ZZ O1A TV -1 -T 02 PHASE 8 HEAD SHALL BE: RED BALL, =mum= YELLOW BALL, GREEN RIGHT ARROW. OTYPE 21 15 SP -1 -T 04 02 MMM SEE NOTE 4, 22. O1A 01111111111 I TV- 2 -T SP -1 -T 02 04 SV -2 -T • m00 24-4-80 35 MAS SP -1 -T 04 0 4 OLD RiVER ROAD SERV LT -MAT ■ ■■■■■■■■ • .ONNECT ■■■■■■■■■■ INSTALL W41 SiGN AND INCANDESCENT 9B 18 LIGHTING. I O� Q FLASHING BEACON I o I E N OTE(:Z ,T� SAWCUT 2^ Q MV) LO 0 0 z 2' � 2' ScA`e l X20' I � I I 1M Type C loops shall be 6'x50' "except as noted otherwise. Diamond loops shall be 6'x6'. i 2Q Detector loops and lead -ins within 8 feet of the curb flowline shall be a minimum of 1.5 inches below the surface of the paving. 3Q Type 170 Controller, and 332:' = „Cabinet assembly shall be supplied by the City. All other equipment and materials shall be furnished by the contractor, unless otherwise noted. ® Luminaires shall be cutoff type 200 W. HPS* except locations C & E which shall have cutoff type, 310 W HPSV. 5Q All new signal indications shalt., be 12 inch. ® install City furnished Type 170. Controller and 332 Cabinet assembly. Service shall be 120v/240v Type III -BF, furnished and installed by Contractor. r - 7Q Install 1.5 inch conduit and pullbox for signal interconnect. ® All loops shall be located in the` field by the Engineer. 21 Street name signs are furnished, and installed by the City. 0 All pedestrian indications shall be-new, international symbol type as detailed in. the specifications. CUT BACK MEDIAN NOSE AS 11 Pull box in front of controllert�cab�inet shall be # 6. All other pull boxes shall be # 5 unless otherwise "noted. SHOWN. CONSTRUCT NEW PCC © Mount controller cabinet on modified foundation per detail this plan and Caltrans Standard Plan ES-48. MEDIAN NOSE. REPAVE HATCHED AREA PER COB STD. S -6. © Detector loops shall be centered on their respective lanes. ® Abandon existing pull box in place. © All utility locations shown are °approximate only and represent the best information supplied by the various utility companies. Final resposibility for locating utilities in the field, lies with thez Contractor. ® Contractor shall remove striping and pavement markings as indicated on plan, including two (2) "STOP” and two (2) STOP AHEAD markings by obliterating a rectangle whose limits are the edges of each word. Under --NO circumstances are letters to be removed individually. © Furnish and install signs, Type" R =96 and R -96A. ® Remove existing street light and foundation. Removal us to be coordinated with installation of new street lights on signal poles. ® Remove existing pull box. Intercept existing conduit and connect to new pull box. Am ri Remove "STOP" sign. n rte,, Ky r U IZ511 UI IU I1I5 LUII s!yrl, I ype KJI+ -L < ,)u ). x X - -- - ---- �-- __�-- -- •�_-_�-_ -�.- -____ __x- ---�c- -mac - - -- _ - - - - -- -- _HINGE P01NT - - �c- --�c -- jc -- -- -- X_ _X__ G _ - - --XL _X -- - --- x _ - - - -- - -_ - - x- x - - - -- J��2 - -7271 _ ________ - -- __-_---------------- __-- -- - - - - -- -- -� _- � -_-�c- �-------------- - - - - -- - - -- -- -�- --- __- - -- EP Z 47 ----------------------------------------- - - - - -- E�_ - - -_ _- ----- __----------- - - - - - ----- - - - - -- - - --- - - - - -- -- - - - - -- �8 — _----- -`__ __ -_= ______� ____---------------------------------------------------- - - - - -- - - - -- - - - -- - �3 ----------------- - - - - -- ------- 3- - - - - -- --- 8------- - - - - ------- - - - -- - - - - -- r a 12U - - - -� J4L ^ �� - - - - - -- - - - -- - - - -- - -. - -.- - -- I - - -- - - -. - -- - - - - -- -a- - -�p� -� �- I - - - -- -- - - - - -- - - - -- - - - - -- - - - - -- - - - -- -- I 12.3 406 I : f I r . -- a J4U (NOT; TO; SCALE] I _- - ------ - - - - -- -_ -- - - - -- =--- - - - - -- - - - - -- -- 4----------- - - - - -- - --- ---- - - - - -- C �1 - -- - - - -- - - - - - - - - - - - - - - - - - - - -, "� - - - -- 01 _ - - - - - -; - 12 -4' - �f Kz -- - - - - -- - - -- - - — _ = _ - - - - -- - - - - 8 - _ 41 f " -- - _�--- - -L - -- STA. 9 +26.48, STOCKDALE HWY LL----- - - - - -- ---_____--------------------- _ - -- - - - -- - - - -- 14U fi.3 ! STA. 19 +36.76, OLD RIVER ROAD - -- - - - -- - - - -- - - - -- -- -- 11.6' - - - -- - _.._....y �,- - - - -- 0 - - -- - - - -- - - - -- � - - - -- - - - - -- - - - - -- - - - - -- - - - -- V _ - - - -- - -___- .- - -- 4os' -------------- - - - - -- 14L _ 4s SNOTro SCALE) --------------------------------- - - - - -- - - - -- - - -- - - - -- -- - - - - - -- - - -- — — — f w — — — ----------- -_�°_= ------------------------ - - -��� — -------------------------------- -- -�:._. ------ - - - - -- I ALL ANCHOR BOLT LOCATIONS AND SIZES ARE AS PER --- EP _ _ — - — — 12 L _ os CALTRANS STANDARD ES -4B. —— — 1 r S -- —_ �_ ; — F i -- oS; _ _ _ Q - _ __ _ 1 ® u ,' APPROXIMATE FUTURE FLOWLINE 12° AMPS SIGNAL POLE LOCATI 0N S VOLTS POLE STATION AND OFFSET A STREET REFERENCE SERVICE SHALL BE STA. 8 +80.6, 37.2' RT. STOCKDALE HWY. © STA. 8 +40.4, 39.1' RT. STOCKDALE HWY. © STA. 48 +70.8, 91.6' RT. OLD RIVER ROAD Q STA. 48 +59.6, 66.4' RT. OLD RIVER ROAD 0 STA. 48 +54.0, 60.8' LT. OLD RIVER ROAD STA. -48 +62.7, 78.0' LT. OLD RIVER ROAD © STA. 9 +90.2, 35.0' RT. STOCKDALE HWY. 1M Type C loops shall be 6'x50' "except as noted otherwise. Diamond loops shall be 6'x6'. i 2Q Detector loops and lead -ins within 8 feet of the curb flowline shall be a minimum of 1.5 inches below the surface of the paving. 3Q Type 170 Controller, and 332:' = „Cabinet assembly shall be supplied by the City. All other equipment and materials shall be furnished by the contractor, unless otherwise noted. ® Luminaires shall be cutoff type 200 W. HPS* except locations C & E which shall have cutoff type, 310 W HPSV. 5Q All new signal indications shalt., be 12 inch. ® install City furnished Type 170. Controller and 332 Cabinet assembly. Service shall be 120v/240v Type III -BF, furnished and installed by Contractor. r - 7Q Install 1.5 inch conduit and pullbox for signal interconnect. ® All loops shall be located in the` field by the Engineer. 21 Street name signs are furnished, and installed by the City. 0 All pedestrian indications shall be-new, international symbol type as detailed in. the specifications. CUT BACK MEDIAN NOSE AS 11 Pull box in front of controllert�cab�inet shall be # 6. All other pull boxes shall be # 5 unless otherwise "noted. SHOWN. CONSTRUCT NEW PCC © Mount controller cabinet on modified foundation per detail this plan and Caltrans Standard Plan ES-48. MEDIAN NOSE. REPAVE HATCHED AREA PER COB STD. S -6. © Detector loops shall be centered on their respective lanes. ® Abandon existing pull box in place. © All utility locations shown are °approximate only and represent the best information supplied by the various utility companies. Final resposibility for locating utilities in the field, lies with thez Contractor. ® Contractor shall remove striping and pavement markings as indicated on plan, including two (2) "STOP” and two (2) STOP AHEAD markings by obliterating a rectangle whose limits are the edges of each word. Under --NO circumstances are letters to be removed individually. © Furnish and install signs, Type" R =96 and R -96A. ® Remove existing street light and foundation. Removal us to be coordinated with installation of new street lights on signal poles. ® Remove existing pull box. Intercept existing conduit and connect to new pull box. Am ri Remove "STOP" sign. n rte,, Ky r U IZ511 UI IU I1I5 LUII s!yrl, I ype KJI+ -L < ,)u ). x X - -- - ---- �-- __�-- -- •�_-_�-_ -�.- -____ __x- ---�c- -mac - - -- _ - - - - -- -- _HINGE P01NT - - �c- --�c -- jc -- -- -- X_ _X__ G _ - - --XL _X -- - --- x _ - - - -- - -_ - - x- x - - - -- J��2 - -7271 _ ________ - -- __-_---------------- __-- -- - - - - -- -- -� _- � -_-�c- �-------------- - - - - -- - - -- -- -�- --- __- - -- EP Z 47 ----------------------------------------- - - - - -- E�_ - - -_ _- ----- __----------- - - - - - ----- - - - - -- - - --- - - - - -- -- - - - - -- �8 — _----- -`__ __ -_= ______� ____---------------------------------------------------- - - - - -- - - - -- - - - -- - �3 ----------------- - - - - -- ------- 3- - - - - -- --- 8------- - - - - ------- - - - -- - - - - -- r a 12U - - - -� J4L ^ �� - - - - - -- - - - -- - - - -- - -. - -.- - -- I - - -- - - -. - -- - - - - -- -a- - -�p� -� �- I - - - -- -- - - - - -- - - - -- - - - - -- - - - - -- - - - -- -- I 12.3 406 I : f I r . -- a J4U (NOT; TO; SCALE] I _- - ------ - - - - -- -_ -- - - - -- =--- - - - - -- - - - - -- -- 4----------- - - - - -- - --- ---- - - - - -- C �1 - -- - - - -- - - - - - - - - - - - - - - - - - - - -, "� - - - -- 01 _ - - - - - -; - 12 -4' - �f Kz -- - - - - -- - - -- - - — _ = _ - - - - -- - - - - 8 - _ 41 f " -- - _�--- - -L - -- STA. 9 +26.48, STOCKDALE HWY LL----- - - - - -- ---_____--------------------- _ - -- - - - -- - - - -- 14U fi.3 ! STA. 19 +36.76, OLD RIVER ROAD - -- - - - -- - - - -- - - - -- -- -- 11.6' - - - -- - _.._....y �,- - - - -- 0 - - -- - - - -- - - - -- � - - - -- - - - - -- - - - - -- - - - - -- - - - -- V _ - - - -- - -___- .- - -- 4os' -------------- - - - - -- 14L _ 4s SNOTro SCALE) --------------------------------- - - - - -- - - - -- - - -- - - - -- -- - - - - - -- - - -- — — — f w — — — ----------- -_�°_= ------------------------ - - -��� — -------------------------------- -- -�:._. ------ - - - - -- I ALL ANCHOR BOLT LOCATIONS AND SIZES ARE AS PER --- EP _ _ — - — — 12 L _ os CALTRANS STANDARD ES -4B. —— — 1 r S -- —_ �_ ; — F i -- oS; _ _ _ Q - _ __ _ 1 ® u ,' APPROXIMATE FUTURE FLOWLINE 12° N0. AMPS � VOLTS METERED A E SERVICE SHALL BE 120V/240V TYPE III -BF W/100 AMP, 240 VOLT, 3 POLE MAIN -1-t- BREAKER AND THE FOLLOWING BRANCH CIRCUIT BREAKERS: -- BREAKERS: NO C 30 1 110 II N0. AMPS � VOLTS METERED A 60 1 110 TRAFFIC SIGNAL YES B 30 1 110 LIGHTING NO C 30 1 110 FLASHING YES BEACON N OTE: SIGNAL CONDUITS UNDER STREET IN THE IMMEDIATE VICINITY OF THE INTERSECTION SHALL BE AT LEAST 3 INCHES IN DIAMETER. CONDUITS 3,6,7,9 AND 28 ARE EXISTING. ALL OTHER CONDUITS ARE NEW. CONDUCTOR SCHEDULE n» 14 r» 1 . r »1 CONDUCTOR RUNIZj_\,iUIUI/4\1UlUIUIU1/9\IAI EMMME -.- o o©©©oom ■ ■ ■■ ■■■■■ ■MOONS MIN wimmin E'er ■� ■ ©OOO © ©� ., ■■■■■ 0 2 DET. 0 ■O 00� • DET. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ =mum= MMM 01111111111 ME • m00 ■0000■■ SERV M ■ ■■■■■■■■ • .ONNECT ■■■■■■■■■■ INTERCONNECT FLASHING BEACON EMMME R ■ ■ ■■ ■■■■■ ■MOONS ■■NI■■ ■ ©DD■ ■■■■■ 4111.1 41111 REMOVE - 0 ■= ■ ■ ■■■ ■ ■ ■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 6 , CONTROLLER FOUNDATION 7 _ ` `---- DETAIL - --- _ _ _ -x- Al I ' `' ' Ib-1 5 1 Q ,r MAW -_' -_ _ _ ` 211 1 2 GAS -- �- ICI r I ic 1115U I 15L J6 J J J ® WDCI �° "� C / . — ( �8: I ,© REGI T L ENGI NEER* ! e I 1 5 L! - _ - -X- - --X- O 0 O ® 15 1 T I BAKERSFIELD ���` � � `�`°'` 01/28/92 J RUXTUN AVENUE G 11 36 AM Fit 08 I I ►� I I IF —',A 1 0� I 1 - _ 1 , I 3 r3 rl3 r3 pr 3 pr 3 pr J� 1 s ; 1 ` SO. 3 3 3 3 3 3 o' 0a. _ =— 1 j �' i I r� q 3 3 3 3 i 3 3 3 ago _ f , ! I 3 BAKERSFIELD, CA 93301 oriivER2.owG' _ TRAFFIC SIGNAL :SYSTEM °oEC. ,ss, DRAWN G.E.G. ON STOCKDALE- HWY PROJECT a"M G.E.G. SAT OLD RIVER�'.ROAD si wALKER PCE JT300 CITY OF BAKERSFIELD 40 — 21 TEPN 61015 OF PUBLIC WORKS - TRAFFIC ENGINEERING 3 d . <a �. ,., _ ,....._ _�,.,K >� . , • ., �: } � � � t � , .' -s .. _ 6 ... f � _ t3 � ,f, � . a_ ,� � � _, i ":. �- . i � i � s r r Z vi Zr(o CD co ------------------------------------------------------ ------ - - - -y_ — — — — — — — — — — -------------- - - - - -- - - - - -- - - -- -------- - - - - -- _ - -- _ -- - ---- - - - --_ -_ - - - - -- ----------- - - - - -- - - -- - -- - - -- - - -- - w-- ------ -- 7� - -_ ---------- - - - - -- - - - -- m •s �e __ —__— - ---- -_ 14, - - - - -- - o�__.___ - - -_ - -- '3 -- - - - - -- -- --- --- - - - - -- -- 0 ° O -- - - -- __—_ ---------- _.'_�__�-- 'w- -w -_- -- ° © -- 8.a--- �c----•----•'— "�•— '_w-- �•------ '- •s-- ''w —'-- INTERCONNECT �sl r BEACON CONDUCTOR SCHEDULE 0 4 DET. 7 f 0 5 DET. INTERCONNECT & BEACON CONDUCTOR SCHEDULE 0 4 DET. 0 5 DET. 0 6 DET. 3" 3" 3" 1.5 TOTAL # 2 SERVICE # 20 INTERCONNECT # 12 INTERCONNECT # 10 FLASHING BEACON 1.5" 1.5" 1.5" 11.5" 1.5"` 1.5" 1.5" 1.5" f 1 • • ` \ L' • I�0\ \ I IR1 •� �. 1 .1 • S� • '� JIf1Yi\ I /i� i7.\ i 1 ilti�i-�IiT:. i .. 12 .Vi • ►t •.- DLC 0 1 DET. 0 2 DET. 0 3 DET. 0 4 DET. 0 5 DET. 0 6 DET. o 7 DET. 0 8 DET. TOTAL # 2 SERVICE # 20 INTERCONNECT # 12 INTERCONNECT # 10 FLASHING BEACON 3 3 3 3 3 3 13 13 3 3p 3p 3pr3pr13pri31 3 1 3 1 3 1 3 1 3 1 3 f - -- _� - - - -- -- -- -- — - - - - - -- - - - ---- - — -- - --- - ---- -- - - -- -- -- - - - - -- ----------------------------------------------------------------- - - - - -- T — — — — — — — — — — srti 40+36.78. an f� ROAD i — ------ - - - - -- _ I:� I M� w 0 - f I, II j if 21— � �r II '• ie_ =w W—=- 1 f f NOTE: :i MOUNT CONDUIT ®TO FACE OF 46r CULVERT USING 2 HOLE PIPE STRAP WITH MAXIMUM 10' SPAC'NG. o i� If NOTE: ANY EXPOSED CONDUIT SHALL BE RIGID METAL (GALVANIZED). I If `-- i I - 1 _ - -- it If i it it .t1 - 1 � Ir r i1 r� If If ( 46 tr 1 it j f� � If 11i f if ; i 1 SC,�Qc' 11 i1i 1 „ ii � � 1i r1 1I If 11 _ J1 l 11 ,_ j It1 1�i 11 111 / `,I' REGI T RED CIVIL ENGINEER , Il � if " h CITY OF BAKERSFIELD ! 1 �:.;,.° -:�. r .� 01/291//92 1501 TRUXTUN AVENUE "': �:j rr ! C�,L�• r.- 8:54 AM BAKERSFIELD, CA 93301 - ORIVEfi3.DWG DATE TRAFFIC SIGNAL INTERCONNECT D °EC. 1991 RAWN G. E. G. ON OLD RIVER ROAD AT PROJECT DI(AN� G.E.G. STOCKDALE HIGHWAY s L.�dAI.KER RCE 32:5W G /' CITY OF B N 3 TEPN T1 015 4 PUBLIC WORKS- TRAFFIC 2 ENGINEERING SHU rs IF