Loading...
HomeMy WebLinkAbout3.2-593ABCITY OF BAKERSFIELD DEPARTMENT OF PUBLIC WORKS PLANS FOR INSTALLATION OF TRAFFIC SIGNAL STOCKDALE AT 9v,, z r ,IAI 1(2e AST. T DRIVE E HAR. LO$ ANGSLE3 � ' e _ SAN DISCO _ } ;, STATE s O F3 CALIFORNIA" Al. z ^` NOTE: we THE CON TRACTOR ' M U ST POSSESS A i VALID' CLASS A OR A .CLASS C--10 CONTRACTORS LICENSE AT. THE TIME N THIS CONTRACT IS AWARDED. - ALL UTILITY LOCATIONS SHOWN ARE Z APPROXIMATE AND ARE SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL CALL USA AT (800) 642 -2444 > AND VERIFY U1LITY LOCATIONS 48 HOURS BEFORE STARTING CONSTRUCTION. APPROVED BY THE —� : CITY COUNCIL. �7 ,= a CITY CLERK O .t •y :'' „lk:' it,i Wyk r A t .�¢.i dam.: __.� ,5 � �� BENCHMARK: \�::= '���,� DATE May 12, 1993 CHISELED "0" ON TOP OF CURB O AT NORTH END OF NORTHWEST CURB APPROVAL RECOMMENDED RETURN ON STOCKDALE HWY AT o i COFFEE RD -- ELEVATION = 378.747 PUBLIC WORKS DIRECTOR SSISTANT PUBLtC WORK RECTOR a li t t � k IN ;►�: R. C.E. 32300 - PLANS FOR TRAFFIC SIGNAL SYSTEM ON No", STOCKDALE HIGHWAY AT LL_ TEPN 81012 DON HART DRIVE (EAS 3 SHEETS ES -1 k ES— 4B ES-6R ES -10 ES_1 —5A ES -6RA —11 ES— 2E ES— 5B ES-6S ES-13� ;. ES 73A ES -5C ES-6T T -11 s ES-313 ES-5E ::' ES— 6TA _ T -12 ES-3C ES— 6 A ES— 8 T -13 PR( LO( - ES -3D ES -6AA ES -9A ES -3E ES -613 ES -913 - =- -BAKERSFIELD CITY STANDARDS S -1 - S -3 S -6 S -17 S -41 T -19 CONVENTIONAL SYMBOLS SECTION L I E LEVEE `- -- - • RIGHT -OF -WAY RAILROAD TRACKS _ - CENTERLINE . - WALL � -- -�- -- EXISTING TOPO = -= CULVERT X FENCE HEDGE t - - GUARD RAIL SYMBOLS WATER LINE s -- SEWER LINE GAS LINE 0 -- OIL LINE BURIED TELEPHONE oo CABLE AERIAL WIRE ° AERIAL CABLE MANHOLE F.H. -Q- FIRE HYDRANT ,_. ..� POWER POLE W.M. ❑ WATER METER EXISTING MONUMENT ®.V. WATER VALVE ® FUTURE MONUMENT G.M. ®. GAS METER r S.L. STREET ;,IGHT, G.V. 0 -GAS VALVE s '. 0 , - . EXISTING SIGN - Q NEW SIGN r s AT 9v,, z r ,IAI 1(2e AST. T DRIVE E HAR. LO$ ANGSLE3 � ' e _ SAN DISCO _ } ;, STATE s O F3 CALIFORNIA" Al. z ^` NOTE: we THE CON TRACTOR ' M U ST POSSESS A i VALID' CLASS A OR A .CLASS C--10 CONTRACTORS LICENSE AT. THE TIME N THIS CONTRACT IS AWARDED. - ALL UTILITY LOCATIONS SHOWN ARE Z APPROXIMATE AND ARE SHOWN FOR INFORMATION ONLY. CONTRACTOR SHALL CALL USA AT (800) 642 -2444 > AND VERIFY U1LITY LOCATIONS 48 HOURS BEFORE STARTING CONSTRUCTION. APPROVED BY THE —� : CITY COUNCIL. �7 ,= a CITY CLERK O .t •y :'' „lk:' it,i Wyk r A t .�¢.i dam.: __.� ,5 � �� BENCHMARK: \�::= '���,� DATE May 12, 1993 CHISELED "0" ON TOP OF CURB O AT NORTH END OF NORTHWEST CURB APPROVAL RECOMMENDED RETURN ON STOCKDALE HWY AT o i COFFEE RD -- ELEVATION = 378.747 PUBLIC WORKS DIRECTOR SSISTANT PUBLtC WORK RECTOR a li t t � k IN ;►�: R. C.E. 32300 - PLANS FOR TRAFFIC SIGNAL SYSTEM ON No", STOCKDALE HIGHWAY AT LL_ TEPN 81012 DON HART DRIVE (EAS 3 SHEETS POLE SCHEDULE LOC. STANDARD ucHnNC '� SIGNALS SIGNALS WAUC w -Dw PPS VEHICLE w * f SIGNS ST NAME SIGN . REMARKS STATION OFFSET ELEVATION (BOTTOM of BASE PEA 88' RT 29 -5 -80 15 SV -2 —TA MAS (L17 MAT ._ : — DON HART DRIVE EAST 49 +60 53' LT 375.90 50 PPB -- . T _ —' 0 8 — USE BICYCLE PUSH BUTTON SiGN (LEFT) ON PPB 49 +73 53' LT 375.92 (� 18 -3 -80 �, 1_T M„s-,� — — STOCKDALE HIGHWAY OMIT CENTER TENON ON MAST ARM Q 50 +28 53 LT 376.01 25 O 15 15 SV -3--TA SP-1 -T 04 04- — COVER 05 HEAD PER DETAIL THIS SHEET 50 +53 51' LT 376.01 ( 29-.5-80 15 sv-t -r M s (LT) MAT SP-' -T 02 04 H DRIVE EAST COVER 05 HEAD PER DETAIL THIS SHEET - 50 +54 54' RT 376.26 50 0 0 1 A — Tv-2 -T SP-1 -T 04 02 — 50+40 72' RT 376.23 19 -3 -80 15 SV-1 -T MAs -4$ -" _ 02 STOCKDALE HIGHWAY OMIT CENTER TENON ON MAST ARM © 49 +62 79' RT 375.42 25 O1A -- Tv-2 -T SP -1 -T 02 — -- 49 +44 63' RT 375.57 NOTES F11 Type C loops shall be 6'x50' except as noted otherwise. Diamond loops shall be 6'x6'. Q Detector loops and lead -ins within 8 feet of the curb f_lowline shall be a minimum of 1.5 inches below the surface of the paving. ® All loops shall be located in the field by the Engineer. Detector. loops on Stockdale Hwy and Don Hart Drive shall be centered in their respective lanes. © Type 170 Controller, and 332 Cabinet assembly shall be- supplied by the City. All other equipment and materials shall be furnished by the contractor. ® Install City furnished Type 170 Controller and 332 Cabinet assembly. Service shall be 120v/240v Type III -BF, furnished and installed by Contractor. Q Pull box in front on 'controller shall be #6, all others shall be #5. ® Luminaires shall be cutoff type, 200 W. HPSV. 9Q All new signal indications shall be 12 inch. ® Street name signs and hangers are furnished and installed by City. - 11 All pedestrian indications shall be new, international symbol type as detailed in the specifications. © Install 4- section signal head per detail this sheet. 4- section head shall be mounted MAS -4B.'" © Location of the standards shall be 5' behind the flow line or as directed by the Engineer at the site. - r,m,�r- �,,,r �_T, . ® Lane I closures for placement of loop detectors shall conform to time limits indicated in the SDecifcations. _ ____ ® Contractor shall remove striping and pavement markings as indicated on the plan, includin 2 "STOP" --�` - -- -- -- markings by obliterating a rectangle whose limits are the edge of each word. Under NO circumstances 3 21 are the letters to be removed individually. Q Contractor shall instal( 12" wide white crosswalks and limit line as shown on the plan and indicated in the Specifications. These pavement markings shall be Thermoplastic as indicated In the. Specifications. - -- -- ®Tim' into existing P.G.&E. pull box. Maintain power and operation of existing flashing beacon until - - --- — — signal is energized at the beginning of the functional test period. After power is terminated at flashing beacon, remove existing conductors, poles lights span wire and foundation. Abandon existing conduit. P ram Install alley cross gutter with handicap C.O.B. Detail S -17 1 1 P s per � . ® Install 5.5' combination sidewalk per C.O.B. Detail S---3 21 Install curb and gutter per C.O.B. Detail S -1 and handicap ramp (case C2) per C.Q.B. Detail S -41. H 6;TOC, KE)A L= WY ® Install curb and gutter per C.O.B. Detail S -1 and handicap ramp (case A) per C.O.B. Detail S -41 INSTALL R -9s ec R -96A MOUNTED TO REMOVE EXISTING R -10 (LT) ®Install pavement tie -in per G.O.B. Detail S-6. POLE WITH STAINLESS STEEL STRAPS ' ` © O 2 D ® Remove existing median to limits as shown. Remove existing signs. «- 6 ® []t Install monolithic median nose. Install R -7 and R 7A signs. a 4 -- -- 1 �_ - - - - - -_ ---------------- -L-- _- __---- - - - - -- -------------- - - - - -- ® -°- �5 ---� —�- - -- ----- --- - -- ------------- �----------------------------------------- ___ =___ - -- ----- -- �--- --^_ -- - - - 4 -- t - - - - -_ __ - - -- --- - - "'__ - - - - _ - - - - - - - --- _-- _.- _--- ••_-- -_.__- _..,_---- _.•.- . -.-... .•. - - -_- --- �`----------------- ----- -- - - - - - - - -- - - - - - - - - - - - - ------ -- - - -- STOCKDA E H�IVY AND C 06 aaa® ONSTRUC 2 3 T! ON J4u 4 350: - -- - -- ___ J2U . . :. FUTU RE MEDIAN LOCATION ION � 6 J4L - --- ..= - - - -- �-- - - - - -- - -- ------------------------ -- -------------------------- 01 11 u — -- — -- — — — — — — — — — — ---------- - - - - - -- ---_"_ �• _��� - — �- -- �-� ��� - - - -- oo - - -- - - - - -- � - -- _ _ _ -- _ —_— _ - -- - ' -- ' _ - -- _ - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - --------------------- AV 350 6 �® 14U 0 a - _ ;J - G 6 6 02-0 FUTURE MEDIAN LOCATION (2U - --- ------ -- - - -- -------------------------------------------------------------- -- -------- --- --- ------ - - - --- -- ------ - --- ----- -- -- -- --�- y tf - --- - - -- - - --- - - -- - --- - -- - -- M00® 14L $ W = �2 -- - - - - -- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' o -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ------------------- _ -- ® O REMOVE EXISTING CURB RETURN -- - - - - - - - - - - - - - - - - _` - - - - - - - -- - - --- -- - -- — --- - - - - -- __------- - - - - -- -- - - - --- _�- - - -- - - - - - _ _ - - -- - - - - - -- - - - -- - - - ____�— _--- - - - - -- -------- -- - - - - -- =-__ —_ _ I.-III RAISE CONTROLLER PAD 12" ABOVE SIDEWALK LEVEL - xs I — ;�----------- X-- - - -- FUTURE RIGHT TURN POCKET H ,1.1 , 03 ' I � ,�l •ice ' ? Q • _ 1 . ,�:, DON:'HART • LDR� EA MMMMMMMME 3 -111 1 1 1 1x DESCRIPTION STATION OFFSET ELEVATION B.C.R. 49 +38.00 58' (RT) 374.71 E.C.R. 49 +68.00 88' RT 374.59 A= 90'0'0" R = 30.00' L = 47.12' T = 30.00' DESCRIPTION STATION OFFSET ELEVATION E.C.R. 50 +32.00 78' (RT) 375.36 B.C.R. 50 +62.00 1 48' (RT) 375,50 A= 90'0'0" R = 30.00' - L = 47.12' ' 3•, T = 30.00' 3 2-- CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 41 �Q,..�Y`--$,..�f,�Q ? : i Rio. 32301 CiA DAW TRAFFIC SIGNAL SYSTEM �" STOCKDALE HIGHWAY @ F%O"T 840MOM J, LaROCHSIX DON -HART DRIVE (EAST)- $. ELLE CITY OF, BAKERSFIELD N'0-2 OF PUBLIC WORIKS-TRAFFIC ENGINEERING 3 12- CROSSWALK (WHITE) MID ARC - - - - - -- - - ------ - - - - -- - - - -- - - - - - - - - - - - - - -------- - - - --- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -------------------- - - - - -- - - - - - - - - - - ----- - - --=- --- ------ - - - - - - --- - - - - - - - - - - - --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- z--------------------------------- ---- ---- ---- ---- ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 - - -- - - - - - - - - - -s- -- - - - - - - - - - - - - - - - - - - - - - - - - 3cr-- 00 - - - - - - - - - - - - - 1 - - - - - - - - - - - - - _2- ____-- __ - - - - -- + - --- - - - - - - - - - - - 4------- I 1 II II TYPE IV ARROW (RT) TYPE IV (B.) ARROW • 12' �TYP , E 4V ARROW, (LT) N ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- � M - .. -------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------- ----------------------------- 118, DETAIL 38A — — ----- - - - - -- — - - 12' as /31\ 1 2p des- 12' wo I II f1 x 0 qq z w 0 12' SCALE 1*=40' STOCKDALE HIGHWAY ID /; _j 00-t z ci M f 11 o I - CR Liq 0), a_ + 3� 0 a- + rn ui ui V) U REMOVE ALL EXISTING STRIPING 82" - --------------- - - - - -- - - -- - - - - -- 8' X 82' BAY TAPER — — — — — — — — — — — — - -------- ----- - - - - -- ----------------------------- - - - - -- { --------- - - - - -- ----- - - - - -- - -- - —_ - - - - -- — --- _-- - - - - -- — --- . - -_ -- 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - LLJ 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DETAIL 8 z - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11 J + ---------------------------------------------------------- --- - 1 -6 7 - - - - - - - - - - - - - -- 40+00 2 16' 4— ---- --- — ------------------------------------------------------------------------------- TYPEIII ARROW (LT & RT) -------------- ------------------------------------------------------------ ------------------------------------------ ------ t 6A J2T rz E A DON HART DRIVE (EAST) STRIPING Iwo m ON, It I Lo 00 STOCK®oA,LE. HIGHWAY CL. DON! HART STATION 50+00, CENTER LINE P.I. STOCKDALE HWY 0 DON HART DR (EAST) ci a STA + 0) r-- + L0 _f DRIVE (WEST) A Ld LJ C) Z 't : D + 0 cn - - - - - - - - - - --- IL_ — — — — — — — — — — — — — — — -- — — — — — — — — -- - - - - - - - - - - - ._- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - --- - - - - - - .- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .- -_- - - - - - - - - -_- - - - - - - - --- _.- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - I - - - - - - - uj ---- ---- ---- ---- ---- ---- --- ---- ---- ---- ---- ---- ---- LIMIT LINE (WHITE) w 0 :3 + I I I . 12 1 Z - - - - - - - - - - - - - - - - - - - 'rE 2 ------------ 8--- 6 - --------------------------------- ------------------ 3 4 co LO =�3 12' �� - - -- - - -- - -- _ - -- -------------------------------------------------------------------- - - -___ = =_- ---- ---- ---- ---- ---- 12' N �'Q - - - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - ------------- Is ----------------------------------------------------------- MID ARC 127 CROSSWALK (WHITE)_------- - - - - -- - -------------------------------------------------------------------- ------- I - -- ----- ---------- --- - - - - - - - - - - - -- - 00 7 io X0 .6 co -�� III �I I I I I - F_ x wo STOCKDALE HIGHWAY It! IV SCALE 1 Lo Im Q STA, 68+70. ''48' RT REPLACE EXISTING PULL BOX END CONDUIT RUN ,jkFFIC SIGNAL INS TALLTION MAY 1993 KDALE HIGHWAY@ ROCHELLE. : J. PROJBCT ' DON HART DRIVE (EAST ) J. LaROCHELLE, *F MMRCONNECT & STREPING DESIGN MINEM s. PLAN-, L WAVER.;1-1. CITY OF BAKERSFIELD o" CAFORNIA �3' CALIFORNIA 3 IUC WORKS TRAFFIC ENGRMR