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HomeMy WebLinkAboutSIGNAL_EBRUNDAGEANDOSWELL_PG1 .4.-a N.. v:ae..Y• •._2 - .r... , ~:-.~r...i.-!fr.lfl~iri A`4"~R'1.`.'i.'`T✓y~3M`J`rJN!r~1A+'~.'~, t, ry...., I ^r, r a '~.1=>' •t. C. •1 N Nt4 Y.'11t I~ ; 1~ J t ~1 •.4,• 4,, • 3 t i,'. Oti• rY 'r •,t-• 1 1, +~5•'`~'IX rf y, r,~ta4•zY J t, rl r. y ~A vS. 11 tYl gal l yy.'td< ..3 1.1. _ P'. .:v)°" l 91 . 1 - 'It/•, i•' 4. `~'72i' r@,Y ~G~NEER vi ~ O~ pp1 N U W WM U d b ~ 14 ~1S1J32i CITY OE BAKERSFI R SFI ELD y T Y x- 'v DEPARTMENT OF PUBLIC A ►LIC WORKS w = in ;off cr w J ;ATION OF }J W ~ PLANS FOR RELOCATIC U + ry THEAST CORNER TRAFFIC SIGNAL ON NORTHE/ THE FOLLOWING CITY OF BAKERSFIELD STANDARD e DRAWINGS SHALL BE CONSIDERED A PART OF C~ Z a ' 1 THESE PLANS. (CONTRACTOR TO OBTAIN LATEST ? EAST BRUNDAGE L J E LAN E EDITION THEREOF) I' f z W < C > T R E E T <FD Nu CkIF'TIC)N Z J 1 N AT OSWELL STRE -1 CURB AND GUTTER (TYPE "A",°8" AND 'C -2 COMMERCIAL DRAVEWA Y V S-- 3 SIDEWALK Z j o S-41 HANDICAP RAMPS v J KERN CO. PD PLAN NO. 07, MAP 103- yl AP 103- 35 S-ao STREET SIGN, POST TYPE W A,t:C:kL ANCE NOTE: ALL CON'- k fiON HAVE OR SHALL BE IN WITH CALTRANS STANDARD PLANS AND SPECIFICATKJNS, LATE`>T ~J VERSION, AND CITY OF BAKERSFIELD STANDARD' CITY OF BAKERFIELD REVIEWED H r . S °0 CALTRANS 1992 STANDARD PLANS W ES-1A ES-3E ES-6T T-12 A24B J Z TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE z ES-1B ES-5A ES-8 T-13 A24C a J co TRACT NO. w w REVIEWED BY: ES-2C ES-5B ES-10 T-14 f PROJECT o 5629 _7 ES-2E ES-5C ES-11 A20A GINEERING SERVICES MANA :E F2, TY OF BAKE RSCIELD DA } c~ 3 ' 3 ES-3A ES-5E ES-13 A20B EAST BRUNDAGE LANE AP ZVED Ej'1 i a D ES-3B ES-6A ES-5D A20C COUNTY OF KERN / o o v o ES-3C ES-6AA ES-33 A20D STATE FRLEWAv NO 58 . CITY ENGINEER, CITY OF-BAKERSFIELD DATE W ES-3D ES-6S T-11 A24A RAUL M. ROJAS, R.C.E. 39880 (EXP. 12/31/01) Q J ~ • APPLIES ONLY TO THOSE IMPROVEMENTS IN THE CITY OF BAKERSFIELD Z LOCATION MAP NORTH _'ON STRUCTED WITHIN EXISTING, ACCEPTED STREET RIGHT-OF-WAY. Lj d Q N.T.S. CITY OF BAKERFIELD ZF-N° ° J W W L BAKERSFIELD CITY STANDARDS KIDSON HILL CT. - ~z J m~QN a z ia LL V) 1„rr a NNZw e T-19 j0 T10 ~.I ` i w ~ W ~ F a W Q S i2 co w3Um J Iz N ZOO w jZ LAJ w IZ i W L--"--- u Ix J - j ~ QU ^I co (n Z J I 1 W lr- 1 Q O n , W N 2 ~ U - LO W Z Q q COUNTY OF KERN EAST BRUNDAGE LANE LANE t - - - x I U r m KEY, L~;~. rr cN t°; f;, Ir J'~,v~ t-r\3 cL CN ~~QpOFES;iO,y< z.\ ~ s AGE R. p~c~ Ftic APPROVED BY; n ~~09-30 20.,  No. 21534 z DATE: N INDEX OF GORGE DICKEY R.C.E. 534 > \P w EXP.. 9 0/2001 sr CIVIL w N0. SHEET 71NSACT14/ ClM611AILiMiblli AlF OF CALIF w 1 TITLE SHEET rr,~)~W,~~a ar a T10N PLAN 2 TRAFFIC SIGNAL RELOCATION PLAN z STRIPING "HEET OF DESIGNED BY 1 3 C;RENSHAW TRAFFIC ENGINEERING JOB NO. 88534 TRAFFIC AND TRANSPORTATION CONSULTING 29950 PINEDALE DRIVE. TEHACHAPI, CALIFORNIA, 93561 (661) 821-3909 FAX (661) 821--1740 DWG. 985345P 3 3~c~ EX. ( EX. NEW (SEE LEGEND) lop \tAEER C 0 N D U C T 0 R S C H E D U L E 6J2L 6J2U I 1 CONDUIT SZE 2-3-2-31 3-1 2- 1.5- 2- 2- 1 3- 1 2- 11.5- 2- 2- 3- 2- 1.5- 3- 2- 0 ol 011.5-1 2- 11-5- 2-1 3- 1 2- 1 2- 2- 2- 2" 2- 2" 2" 2- V) > A) wo NOTES 1 i CONDUCTOR RUN Z~s ji~ It 0 L) I I I od, (N)EW OR QX)IST. m TYPE C LOOPS SHALL BE 6'x6'. SHALL BE 6'x50' EXCEPT AS NOTED OTHERWISE. TYPE A AND DIAMOND LOOPS SHALL BE 6'4'. 28 CONDUCTOR 4 3 2 2 DETECTOR LOOPS AND LEAD-INS WITHIN 8 FEET OF THE CURB FLOWLINE SHALL BE A MINIMUM OF 1.5 INCHES BELOW THE SURFACE I 17' OF THE PAVING. 9-TT 5 z I 9 CONDUCTOR 1 1 1 1 st 38 (MALL LOOPS SHALL BE LOCATED IN THE FIELD BY THE ENGINEER. I 15 CONDUCTOR I I I I M DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. ( 34' it 010 LIGHTING 2 1 2 1 2 2 2 2 2 2 1 2 2 2 1.4 2 TYPE 170 CONTROLLER, AND 332 CABINET ASSEMBLY IS EXISTING. ALL OTHER EQUIPMENT AND MATERIALS SHALL BE FURNISHED BY THE CONTRACTOR. 012 IISNS 1 2 1 2 1 1 2 1 2 2 2 2 2 1 1 2 2 2 4 2 w III [MALL NEW SIGNAL INDICATIONS SHALL BE 12 INCH. & > PH I DETECTOR 2 2 2 1 ®ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO WASTEWATER PLANT P2 AT MT. VERNON AVE., PH 2 DETECTOR 4 4 4 4 4 4 2 1 (A SOUTH OF FWY. 58. CONTACT FRANK YOUNG 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. n n n PH 3 DETECTOR 2 1(2) 5: ® LOCATION OF THE STANDARDS SHALL BE 5' BEHIND THE FLOW UNE OR AS DIRECTED BY THE ENGINEER AT THE SITE. 1' I' 1' _a___ c POLE B SHALL BE LOCATED AS DIRECTED BY THE ENGINEER, REMOVE OLD FOUNDATION. JOINT TRENCH 3 I I Illuuuuuulll LANE CLOSURE FOR PLACING THE DETECTOR LOOPS ARE ONLY ALLOWED BETWEEN 8:30 AM-4.30 PM. 2-4" PAC. BELL I Q n n w PH 4 DETECTOR 3 3 3 3 1 1 1 1 u 0 ® ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY CONDUITS AND PH 5 DETECTOR 2 2 2 1 2 2 2 1 w Q - - COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS THE CONTRACTORS. 12 A.C. WATERLINE IIIuIlu1~1 w 2~ PH 6 DETECTOR 4 11 4- 4 2 1 4 ®CONTRACTOR SHALL REMOVE STRIPING AND PAVEMENT MARKINGS AS INDICATED ON PLAN NUMBER 3. (STRIPING PLAN) 8 I II " I PH 7 DETECTOR 2 2 2 2 4 PH 8 DETECTOR 4 (4) 2 n 7 1 u TOTAL (Ft 1 1 6 2 7 3 6 1 8 6 0 #4 SERVICE PRIMARY 3 V Of N #4 SERVICE SECONDARY 1 2 1 1 z z U FUTURE INTERCONNECT 11 X x x ICWrI < V~) 1 J LEGEND 3 w 34' N (D - NEW CONDUCTOR. CONDUIT OR DECTECTOR .9 17' 1 4 NEW CONDUCTOR EXIST, CONDUCTOR 1~ 1 I ° I lIl P-D PLAN NO. 7. MAP NO. 103-35 I ~v COUNTY OF KERN Cc ~j 17 I 1 1 0 I la o CD ° A A EXIST POWER POLE U) I _ - - ELECTRICAL SERVICE 3 5 2 2 CONNECT EXISTING LOOP LEAD-IN TO NEW DLC R/w R/W 34 26 ao 1 C4 R/± - - _ - 2 G0 M TO LOCATION E RELOCATED P EX. 8 TO P ATCHUA~PN P 8j7u - - - - -mar= DRIVE APPROACH G _ - 9 ~%I~ 1TN1 k f11TEI~ - - L EXISTING , T • ABANDON EXISTI G DETECTORS IN PLACE N ANHOL M MANHOL/ 8J7L • SB AND WB LEG . INSTALL NEW DE CTORS AS SHOWN. I • ~ I II 8J6L x CL x 08 1 33" SEWER vi ;i 75' x X 8J8U 0 u II T-r E6GE OF - - - - - - - - - - PAVEMENT J6 U EX. e EXIST. EP MEDIAN ISLAND---5 I io i T PATCH, 319L w t 315ul-- 416U 12' 19' 6 7J5U TUT 1 250' TO CROS WALK 150' 1 z 1ILLLLL OF PAVEMENT EXIST. EP 40 - - - I 04 04-*+ alIJ ~,ffnrat OF W~ < 4I8U L-LLLLLalljj LL~ a A~ ~HALJ~ A cl z :D LLJ 51' I ~ R~wT--- 7 4I7L X Ljj F= Ld m it < M V) Il'- cn w- (n W < DRIVE 6 II J / % (~(~J La 0: APPROACH EXISTING CURB, CUTTER k SIDEWALK 2I4L ' `"4 Y m V~ R . . . . . . . . . . . . LLJ < Z z _J 5. ~ I ~ v ~ 1 31 15 31 C) F I R~wf O K ~ 5J1 2 U ~~ml Z LANE 10 $ 9 FL 1 ULTIMATE CURB ~-ULTIMATE CURB 06 LOCATION - N( LOCATION - NOT A < < PART OF THIS WORK ORU RAGE E 38 I G I PART OF THIS EAST II"11 ~02 136 U U 1 - _ 14 1 0 z 9 ~ I 11 1 1 LEGEND: il- I J9 0 SIGNAL STANDARD 3: (SEE POLE SCHEDULE) JOINT TRENCH o i r 2-4" PAC. BELL P O L E S C H E D U L E CONDUITS AND I z SIGNAL HEAD WTH PHASE CID 04 12" A.C. WATERUNE < J LOC. STANDARD MAST ARM SIGNALS - P SIGNS REMARKS u I 17' = 1 LGH TNC SGNL VEHICLE ST. NAME SIGN _ 0_ 1 T_ V) LUMINAIRE - MOUNTED ON SIGNAL STANDARD 9*kOFESSI OA 26-4-80 45 MAS SP-1-T 02 08 EAST BRUNNDAGE LANE R-34 34' Q I E3 - PEDESTRIAN SIGNAL IR OA,,4 RELOCATE PER I I N PLAN Q IA - TV-2-T SP-1-T m8 02 - - I = w I n n n ~j - PULL BOX rt R DI n n n XP EXP.. Cinki A J ~nkl Tr)nl I rM © 29A-5-80 50 AS SP-1-T 04 02 OSWEISNSTREET R-34 I I < ULI - aw,.n~ n VILL, APPRO BY: W In a 69-30-2001 m I L AT Qp IA - TV-2-T SP-1-T 02 04 - - ° I PEDESTAL SERVICE No. 21534 A o DATE: vl 1 - EAST BRUNDAGE. LANE 1 N 1 QE 26-4-BO 45 MAS SP-i-T 06 - IISNS R-34 (r(~ GEORGE ICKEY R.C.E. 0. 2153 S 1fW CIVI1. w EXP.. 912001 sr I I LVf dJ QF IA - TV-2-T SP-1-T 04 06 - - ( I GRAPHIC SCALE CAl1F ~ 15 - - OSWELI STREET I © 29A-5-80 50 MAS SP-1-T 08 06 IISNS R-34 x ® 4rf 20 0 10 20 a LT-MAT OH IA - TV-2-T SP-1-T 06 08 - - I 34' ` I I O Z O PED. PUSH BUTTON _ 3'-10" ) 17' ( IN FEET ) POST STD. PLAN ES-6AA - - - - 02 TO PB 1 inch - 20 ft SHEET OF PED. PUSH BUTTON 3'- 10" I I O POST STD. PLAN ES-6AA - - - - Oa - TO PB DESIGNED BY 2 3 y PED. PUSH BUTTON _ 3'-10" O POST STD. PLAN ES-6AA - - - - 04 TO PS 1 CRENSHAW TRAFFIC ENGINEERING PED. PUSH BUTTON _ 3'-10" I i TRAFFIC AND TRANSPORTATION CONSULTING JOB =NO.98,5,34 © POST STD. PLAN ES-6AA - - - - 06 TO PB 29950 PINEDALE DRIVE, TEHACHAPI, CALIFORNIA, 93561 O IPED PUSH BUTTON I 3'-10" 212U 2I2L (661) 821-3909 FAX: (661) 821-1740 DWG. 98534SP POST STD. PLAN ES-6AA 08 TO PQ 1. .r r,"r. ,At; }y(•-~(-. k' (~vax+, uwawe nr .n _ ~y!,~.'rMY'I^~~:'-p.Aw~ . n .,y i, ,w.. f.. r. ••,r ,.a•~^' M' .°52..µ1►..w.fN:.e. ~TVd ~ .tT. ~Wc. 'M}-uI'».! v.a~: • .r .Y . :r..~... .~•Awer.e77!~ r ~~OLtAEER Y b I I I h 1 J Y o g N , W II GENERAL NOTES W X N 0 =T__ I I 1 ' i I. 1. ALL STRIPING AND MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH CALTRANS STANDARDS. ST036 lol I • 1w ALL STRIPING AND PAVEMENT MARKINGS TO BE PAINTED (2 COATS) PER l^~ ~ Igl ~ i `i DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS. STATE OF CALIFORNIA, t I 3. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING w °y w 4 ALL ARROWS SHALL BE TYPE IV (LT. AND RT.) UNLESS OTHERWISE SPECIFIED. O c w=Lo 5. ALL STRIPING AND MARKINGS SHALL BE INSTALLED, RELOCATED. OR REMOVED BY THE CONTRACTOR, y c 6. LANE WIDTHS SHALL BE MEASURED BETWEEN THE CENTER LINE OF EACH ADJACENT SINGLE OR DOUHIE (-D Ij -J STRIPE OR TOP OF CURB, AS APPROPRIATE. O J r' 7 ALL SIGNING SHOWN HEREON SHALL BE INSTALLED, RELOCATED OR REMOVED BY THE CONTRACTOR v ~I For NOTIFY THE CITY OF BAKERSFIELD, PUBLIC WORKS, TRAFFIC DIVISION, (661) 326-3958 48 HOURS PPIOR I' i I I TO BEGINNING WORK ON THESE PLANS. a 8. UNLESS OTHERWISE NOTED ALL STRIPING AND.MARKINCS SHALL BE THERMOPLASTIC PAINT MEETING k I~ o I' m I V✓ CALTRAINS STANDARD SPECIFICATION 8010-ZIC-19. Q t ~0 4 u Z bl ? 1 P-D PLAN NO. 7, MAP NO. 103-35 Z ` o Z I LW I COUNTY OF KERN Z I 1 < I a I., 0 m W ~ 4 li ~I ~ W ~ I Z ! ~m I v~i O " I I W I z m I ~ I v ~ ~ I ti - I O Ist ioI N ~Z li Q ~Q ? a I < -INSTALL R-18 AND R 25 INSTALL R-28 I.qI.~ v7 t~ 2 Ir' j - - - - - 589.51'42"E R/W .244.00- - - - R/W INSTALL R-18 AND R-28 - - - - - - gal il.- TYPE lY ~NSTALL TYPE 8 C #TCH-T3ASIM - - - - ~ T- ~ INSTALL DETAIL 38 r- 'i' I 145' - - SEE NOTE 90, ! REMUVI; EXISTING i CROSSWALK LINES % ❑ ~ ' ---INS LL DE7AI 8A 10' - n U WATERB NE PAIN i W 0 W ' I I -INSTALL DETAIL 38 Bc a Nc 3 -i 3 m I EDGE OF PAVEMENT V) 3 Y O Cl U O - - I - EXIST TO REMAIN - LLL W Q T I EXIST. . OSSWAL N G ! 11111 ' r ~ pA J r 1 ! r' LL1111 "--INSTALL 12" WHITE. COSSWALK MARKINGS USING THERMOPLASTIC 11LLL111/G /1!/ALL/_!/L1///11L111/1LG!///LL!//CELL/11LlLU Li /,'i EDGE OF PAVEIAFNT - - - - - W ;II PAINT PER NOTE 8 THIS SHEET.( EpGE OF`I,VEMENT ~ I LL1 EXIST ASPHALT CURB + LL-ILL - - - - - - - - - - - - Q 0 z►-¢o WJJ 1Y W CL w m~C7N ~NZw Q J a Y W CC~~m 2000 II OZQ U O Q~ EAST Q[~ LANE \ ~lt r UNDA"E V~ F- in Q , W O i W Z ; s If j I LEGEND: la ~I L n - SIGNAL STANDARD Y ~ I 18 I I I 3 (SEE POLE SCHEDULE) 2 U I z II I - SIGNAL HEAD WITH PHASE y I I < r- 04 J ro , F V, I = I - LUMINAIRE - MOUNTED c k - I I o Il I ~ ON SIGNAL STANDARD - i W III N~ PEDESTRIAN SIGNAL Qp0FE77-4H 1 I I 1 ~ m I I I I I X -PULL BOX z fI W Uii ( CZI Cl r0 I I l A~QF~ aGE R. 0~ (f2  APP4EF~~ VED BY moo, EXP. `F~ V I 11 I I U- ELECTRICAL SERVICE v' 9-30-2001 m w r~ ~ ~I W t I PEDESTAL No. 21534 A z DATE: N I I I I~ I I ~ I v O F R KE Y PC E. N ,34 EXP.: 9; /2001 pT C1vs- P ' I! I O GRAPHIC SCALE OF CA1-1F w a 0 I I I~`I I j t In eeeT j z I i inch = 20 N DESIGNED BY SHEET OF I' I i 3 3 1 CRENSHAW TRAFFIC ENGINEERING TRAFFIC AND TRANSPORTATION CONSULTING JOB NO. 98534 29950 PINEDALE DRIVE. TEHACHAPI. CALIFORNIA, 936b1 (661) 821-3909 FAX: (661) 821-1740 DWG. 985345P