Loading...
HomeMy WebLinkAboutT1K032_GOS_WHITE_SURF_PG1 v r CITY OF BAKER ERSFIELD DEPARTMENT OF PUBLIC V1 BLIC WORKS GOSFORD ROAD RECC ECONSTRUCT SAM OMM LIST OF DRAWINGS AND STREET ZUROVE MOVEMENTS SHEET 1 717LE SHEET ' (MING AVENUE TO STOCKDALI :DALE HIGHWAY) SHEET 2 DETAILS INSTALL SHEET 3 SEC77ONS TRAFFIC SIGNAL h AL INTERCONNECT SHEET 4 MING AVENUE STREET WIDEN/NG-STA 7+00 TO GOSFORD ROAD ON GOSFORD SHEET 5 MING AVENUE S7REET WIDENING- GOSFORD ROAD TO STA. 15+00 RC D ROAD 'MR DALE HIGHWAY) AWSWZ" SHEET 6 MING AVENUE STREET WIDENING- STRIPING PLAN SHEET 7 GOSFORD ROAD AT CAMINO MEDIA RT. TURN DECEL. LANE CONS7RUC710N (WHITE LANE TO STOCKDALE SHEET 8 GOSFORD ROAD AT KROLL WAY RT. TURN DECEL. LANE CONSTRUC71ON SHEET 9 STOCKDALE HWY RT. TURN DECEL. LANE AND STREET WIDENING CONSTRUCRON STATE OF CALIFORNIA SHEET 10 STOCKDALE HWY RT. TURN DECEL. LANE CONS7RUCRON I SHEET 11 GOSFORD ROAD IN7FRCONNECT- WHITE LANE TO STA. 32+00 SHEET 12 GOSFORD ROAD INTERCONNECT- STA. 32+00 TO STA. 57+00 SHEET 13 GOSFORD ROAD INTERCONNECT- STA. 57+00 TO STA. 82+00 BENCHMARK SHEET 14 GOSFORD ROAD IN7ERCONNECT & RECONS7RUC710N- STA. 82+00 TO STA. 107+75 SEE PLAN SHEETS SHEET 15 GOSFORD ROAD INTERCONNECT & RECONSTRUCTTON- STA. 107+75 TO STA. 131+50 SHEET 16 GOSFORD ROAD INTERCONNECT & REC0NS7RUC77ON- STA. 131+50 TO STOCKDALE HWY. 9 ' SHEET 17 TRAFFIC CONTROL PHASE PLAN BASIS OF BEARING SEE PLAN SHEETS N NOTE.• CITY STANDARDS W M EW HW W " THE CONTRACTOR MUST POSSESS THE FOLLOWING Aft S-1, S-3, S-7, S-29, S-41, T-19 VALID LICENSES• CL~1 SS~ CAUFO~ A AR '~•e„~, ~ PROJECT LENGTH CALTRANS STANDARDS ' 2.7f MILES A20A, A208, A20C, A200, A24A, A24C, A240, A24E noczts mm s~nmros r"° NOTE• 'i O THE CONTRACTOR SHALL CONTACT THE USA LOCATOR A SERNCE 1-800-642-2444, 48 HOURS PRIOR TO CONVENTIONAL SYMBOLS A EXCA VA TION. SEC77ON LINE EXIST. CURB & GUTTER RIGHT-OF-WAY EXIST. A.C. FLOWLINE CEN7FRLINE EXIST. EDGE OF PAVEMENT RIM BUD j RAILROAD TRACKS - - - - GUARD RAIL CAL7RAA& FENCE IMPRO VEMEN TS LAM F DEWL PROL ECT AKA d9M BTPL-SAD (0180 FEE19g4L PROLECT ARC 0-~ (07w w 1il PACE= m PARMU PANMU Lm m 13 2002 ` UTILITY SYMBOLS I x NOT TO SCALE R . WA 7ER LINE SEWER LINE APPROVED BY: GAS LINE OIL LINE PROJECT LOCA T L 0 CA TION Eo , 14 S-// . BURIED 7FLEPHONE AERIAL U77LITY CABLE L 0 CA TION 01 CA TION MAP h ~ , Pueuc w«: DIRECTOR DATE .y' e 9! c 33 0 APPROVAL RECOMMENDED BY: It * Exp.6-30-02 p M.H. •F .H. MANHOLE FIRE HYDRANT PINAL PAY ZSTIMATZD QUANTIT11S ITIa'S ASSISTANT PUBLIC WORKS DIRECTOR DATE Q P.P. st' ......1.. W.M. • n f rvrYtK ruLt ~ WA ILK Mt ILK Q SCArM N 1 G]O' 77~~ LOCAL YVTI L Job No.T1K032 71Y'S Im Qm EST 0m EXCAVATION cY 19,773 1,6 x,773 1,690 ?1,48J Flo Names GOS-MMITE-9.>*F ~ • S f 9 f oz ® EXISTING MONUMENT W. V. WA TER VALVE IMPORT (MEDIAN ISLAND) cr 2. DESIGN ENGINEER DATE 237 237 STRIPING (DETAIL B) LF 20,061 - 10,061 MOW REWSIMS REVIEWED BY: G.M. STRIPING (DETAIL 9) LF 3S 'emu 454J DA 1E BY DEW ® FUTURE MONUMENT ® GAS METER STRIPING (DETAIL 21) LF s - STRIPWG (DETAIL 38) LF 35 5 5 397 397 S. L. G. V. STRIPING (DETAIL WA) LF 1,437 31 ,437 398 1,835 s • /3.OZ STREET LIGHT GAS VALVE STRAFING (DETAIL 39) LF 4981 17 O SWING (DETAIL 39A) LF 540 1; k981 1731 7,712 TRAFFIC ENGINEERING DACE STRIPING (DETAIL 40) LF 464 - 464 '»o 710 1 ROAD RECONSTMICT NO C.O. CLEAN OUT BENCHMARK PAVEMENT MARKINGS (W# 7r) SF 2949 5! .949 568 3,517 AND STREET MWOVENENT3 FARE HYDRANT MARKER EA A*\40 AVM TO STOCKDALE f~-MAY SHEM BIKE LANE WDTHS- UNLESS NOTED OTNERWSE: ESS N07ED OTHERWISE 5' HIDE AT CURB AND GUTTER UNLESS NOTED OTHERINSE 4' AT CURB ONLY TERMINATE CENTERUNE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT 25" COLOPLANf 7' IF NO COLDPLANE 7' IF NO CONCRETE CURB AND GUTTER OCCURS MID-ARC POINTS OF THE CURB RETURNS CURB AN BEGIN DETAIL 39 AT ECR W/ PAVEMENT MARKING OVERLAY AREA ' 25' COLOPLANE t 0. 30' COLDPLANf OIHERINSE OVERLAY ARE) UNLESS NOTED A. C. _ . - / f C UNLESS NOTED OTHERWISE i • 5' TYPICAL 5' TYPICAL `t I 5' COLD PLANE - z V-GUTTER - - 5' TYPICAL END DETAIL 39 AT BCR 'V- GUTTER . WEN DETAIL 39A IS NOT SHOW ON PLAN TYPICAL CO, TYPICAL COLD PLANE AT PROJEC AT PROJECT LIMITS Mrs TYPICAL COLD PLANE ~I Y ° END DETAIL 39A AT BCR AT CROSS GUTTERS INCLUDE DEETAIL 39A ONLY WHERE r Kra &VOW ON PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN ;j TERMINATE ALL LANE LINES ON A LINE CONNECTING THE MID-ARC POINTS OF THE CURB RETURNS 5' COLD PLANE 2' t WIDTH (U. N.0.)~ SEAM TO MATCH FINISH ` kWMlr LXA" ro BE TYPICAL TERMINATION OF LANE STRIPING usn ra Rat MEfIUA' VANDAL PROOF NUT ASPHALT CONCRETE SURFACE OF EXISTING AT INTERSECTIONS WITH NO STOP BARS ~ ~a~ CONCRETE OVERLAY /D" ff AFf r11N r-6ELOI lp' Or 9G1V DRILLED HOLE NOT TO EXISTING CURB AND GUTTER ALTS oncUmrNCOMErM EXCEED 1116" BOLT DIAMETER a -EF AWAT A Lfd" if i I' Lan acABNCf 6 TIP[ ass i F y A-am Fm BAOT 0` Y (stun) GKVAAEdD Sfff2 rff NEW SIGN PANEL(S) SIGN POST EXTENSION/ SLIP INTO EX. POST 6 t ^r' 2' SQEIIAIK TO ma o~ AS PER AiEJBI"•AN FM OIa FLUSH W/ TOP OF SIGN 1 i SIAM POST.. EXTEND PIPE 2" LOWER THAN BOLT TOP OF EX/SIING PAVEMENT ;r,. f 1.73' - PATTERN OF ADJACENT EXISTING SIGN COLD PLANE DEPTH TO MATCH A. C. OVERLAY THICKNESS AT LIP EXIS77NG f I 1 EXIS77NG SIGN PANEL 23' 6- (flow) RAW LT SIX11MlK VANDAL PROOF BOLT I / I 1 .,`;4 III I ~ I T ~I W~1 1 TYPICAL COLOPLANE SECTION AT CURB AND GUTTER i,, ' s•.Yi el/30mn a 6mmn) AW I I ~I oR 8a 23 I I l l i fez) / T Nro I I I 1 a?VFT I Mrs I I I 1 s IIII x aASS a•PCc I I 1 b PAVEMENT MARKING (Nf1l1E) IJ I ( , 1 II Q~ 1 I i 1 00 PIACM N fA1 W SOEIW C / B7 n) Le SaLEw 9w aE coat arautn J I 'I - - t l I I J EXISTING SIGN POST I I a' CONDUIT I 1 ~ I ~ I I I I c PAVEMENT MARKINGS SW PAAU WUCPWrY MAaS 7'(M/N) TO FINISH GROUND I I~- I I A • I I (NfIITE) PER STANDARD SW 9W t w 000 MOSW 9W MW NFOMSTY MACE PLAN A240 UNLESS OTHERWSE NO ]ED ON PLANS I I I i IIaANIJNG AFp//E]EElF1S NLp aP Sal" nm 1 I Llilm WW 9tH PAAQS SNAIL aE 6DLNIED TIM lAIM7VS 1I10 995 81 / AAO VA04 PRW ALIT ASZO Y OR APFRM EaMIL SW N"IM DETAIL 39 AY 90VK W OM POUS SNAIL BE ATTAOED MIN SUMBS SIEIL M 9aT LEIA[ STRAPS AAV FROM M SOWS as / AND VNDAL PRO Of AVl ASS16l Y W AffiW E0 FaW BY EAI4IIEIJa MW ADT M OM fAl- C14 BIKE LANE PAVEMENT TarRAW7 R NSION FOR SIGN PANEL O 43' MARKING DETAIL TYPICAL EXTENSION FOR SIGN )UNT DETAIL R-4' ANN VARIES lQq * MAX. R-4' UW. Mrs TYPICAL SIGN POST DETAIL MOUNT DETAIL N.T.S sc'eou M~ N. TS, COHDWr SHALL ENTER PILLBOX AT FACTORY BEND R-4' IIW. SOUP Ar DO' ROAD CROSSWGS. (TYP) I f--~' 1 PROJECT LIMIT SWEEP TO PULLBOX At TS 1" CO7V33' 3' KNOCKOUT OCKW r FOR 4' IKA i1D1/Ci MUFTI-Cawtor SYS7EM FLOWZINE FOREDIS- SEE TANCE LAN MA. C. HTHIDEPTH CKNE OF T REOURtED FOR NO.3 PILLBOX) CLEAN CRU 20' ROCK SLAW. SEE STD PLAN ES-8 TYPICAL FOR ADDITIONAL DETA&S aC71oN B-B PARKING STALL MARKINGS CONSTRUCT PARKING STALL MARKINGS PER A. C. OVERL A Y CW moom NT Cr TEF&AW l BLOCK 79-0 NO.6 PULLBOX WITH EXTENSION CALTRANS TRAFFIC MANUAL 6-02.13 AND (nr- fPUTPA18- THESE PLANS Z I cI A.C. OVERLAY I Z W t WIRE OOLOR A88K*WENT8 (N0.5 PULLBOX WITH EXTENSION SIMILAR) "RE COLO PIN fUNCTI 11~ TBO 1tl TSA LE rs IW V ~ UI O O COL D A AUDIO IN WHITE TOO-3 WHITE 0 1~ PLANE O ~1 0 B AUDIO IN BLACK TBO-4 BLACK o t= I ) o C AUDI) OUT RED TBO-5 BUCK E AUDIO OUT GREEN TBO-6 GREEN O l ~ Li ~ C.il ~ r....1 Q Q Q Q >r. Te-o ,e-o TB-O TB-0 T13-0 TB-0 78-0 TB-O 7B-0 78-0 ryfoll-I _ BELm- FIRE HYDRANT se-i ' 111t..3 i fflj2 2 = 1 t ! ~Io.w w = : (hrwr w) - - - rrr~- eu1 4D 094 om"p% Mc. I MARKER PER LANE TERSECTION TRAFFIC FLOW xWHITE INTERSECTION ION INTERSECTION INTERSECTION INTERSECTION INTERSECTION INTERSECTION WTERSECYION INTERSECTION INTERSEC71ON TAPER- SEE PLAN LN SO. uuaELcLEn BL SO. LAURELOLEN BLVD. WESTWOLD DR. NO. LAURELCIEN BLVD. VINO AVE. CAMINO MEDIA KROLL WAY STOCKDALE HWY. TOWN k COUNTRY SO. FOR DISTANCE TRAFFIC FLOW MATCH DEPTH OF ~Of ESS/p~,, A. C. THICKNESS h~~E o MPS 'E+ _1 3113IaZ PROJECT LIMIT REGISTERS CIVI ENGINEER o~ C 33710 * Exp. 6-30-02 A STREET INTERSECTION WITH COLD PLANING CITY OF BAKERSFIELD FIRE HYDRANT MARKER LOCATIONS it Ts - (SEE PLANS FOR LOCATIONS) N.T.S 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 Fps Noma OOS WVE wn GOS W#7r awn: N( ROAD T SHEET NO. D.: TYK032 Iheer. N. RDLEl4 2 OF 17 CITY OF BAKERSFIELO, CALIFORNIA PUR.JC WORKS OEPA UBVr Job No.: TTK tc 5/V/02 5 02 Checked By. N to p{~/{ri\N / ~1Nh~y II ~ ((KROLL WAY VARIES 55' TO 66' 4. CAM/NO MEDIA VARIES 55' TO 66' 0 66' ES SS rTO 66* CAAIRI 0 MfIA V~RLES 51 66' TO 66' 5' VARIES 3 LxalrLxuwE of CONSTRUCTION 5, 1 VARIES ES (KR01' WAY) VARIES 45' TO 86' MMO MEEDYA VARIES 45" TO 8557' CDVTERIINE OF OON(ST WWN VARIES 55' TO 69' (KRILL WAY VARIES 45' r0 74.7 WES 45' TO 74.7' I SANCUT TO A aLAN VARIES 45' TO 74.3' KRW-k EDIT AND MA TOY S VARIES 55 TO 69" I AMINO MEDIA) VARAES 45' TO 74.3" I VAR/ES 5", B• CURB E TYPE Aer'II' PAWKNT 6RAOES 25' VARIES 5' 25" VARIES 20.1' TO 35' I CUTTER AND E COCONSSRUCT~ .1 Ds SA KU T TO v TO REGYaVS1Rf/CIfD 20.1 ' I A CLEAN VERTICAL EDGE o r ' ~sj 'Pm ax .lo Loz `~I I t I TYPE 9" CURB EXISTING EXISTING CURB d GUTTER Al 0 . - I I r' - aec--Mops GUr1ER AND 0.20' TYPE A' ASPHALT CONCRETE, T 7ING CURB d GUTTER AND OVER 0.25' TYPE B' ASPHALT CONCRETE, lop I ,/]j~Tp~-„ ,(~9 ~(.f I .1L, - "57/Dyfyw/A.L~pK~~ TOE 6E AREA SIDEWALK TO BE REMOVED 'OEWALK TO BE REMOVED OVER 0.55' CLASS ll AGGREGATE BASE, /Y~'`J~f~ (y. 4iM~ ?.K Fl V l J 1 CONS IRUCT D OVER 1.5' NATIVE GROUND COMPACTED TO 95X MAXIMUM DENSITY J KROLL_WAY AND_CAMINO MEL 0.20' TYPE A' ASPHAL r CONCRETE AMINO MEDIA KROLL. WAY AND CAMINO_ MEDIA EXISTING CURB & GUTTER AND EXISTING COLD PLANE TO A DEPTH OF 1 OVER 0.25' TYPE B" ASPHALT CONCRETE, TYPICAL SECTION CTION TYPICAL SECTION .35'.fEXISTING SIDEWALK TO BE REMOVED LANDSCAPED 0.10' AND A MOTH OF 5' OVER a55' CLASS p AGGREGATE BASF AREA ACHIEVE RECOMMENDED SLOPE OVER 1.5' NATIVE GROUND COMPACTED IDITIONS NEW - CONSTRUCTION CURB EXPOSURE TO 95X MAXIMUM DENSITY EXISTING CONDITIONS \ 0.625' FINISHED N. TS STOCKDALE_HIGHWA.Y TYPICALSECT70N STOCKDALE HIGHWAY TYPICAL SECTION N. TS BEGINNING STATION 124+75.45 1 EXPOSED CURB KROLL WAY ENDING STATION 128+39.50 ov` EXISTING AC EXISTING COND177ONS NEW CONSTRUC77ON KROLL N. FS. N. T. S. Sl1RFA_CE_ ~ BEGINNING STATION 134+05.39 BEGINNING STATION 134+05.39 CAM/NO b CAmINO MEDIA BEGINNING STATION 105+42.74 - - ENDING STATION 140+68.96 ENDING STATION 140+68.96 ENDING STATION 108+72.75 FEW \ \ \ \ \ . EXSW SOCK WALL EXISTING &OCK WALL EXISTING &OCx WALL TO REANIBLOCK WALL I \ \ \ \ \ \ \ \ \ \ TO REMAIN LIMITS OF EXCAVATION WILL VARY BETWEEN 1.0' TO 1.3' 2 IIu IV ~ m DETAIL B ISLAND CURB DETAIL NT5 y L5 I I ~ ~ ~ x ' TYPE 'M-2' TRUCT TYPE W-2" CEO MEDIAN CURB TREE PLANTER DETAIL TREE PLANTER DETAIL • CONSTRUCT DIA CUR TREE PLANTER DETAIL ~ MOO1fTE0 MEDIAN CURB EXISTING. CONDITIONS EXISTING CONDITIONS TREE PLANTER DETAIL 0. 45' 7-tPE 18' ASPHALT COI TYPE a' ASPHAL r - NEW _ CONSTRUCTION ..OVER 0.55' CLASS AGGRE N. T.S. N.1 S N. TS. OVER 1.5' NA77W GROUND CO 9.55' CLASS # /1 AGGREGATE TE BASE NEW CONSTRUCTION - - - - 9~ 1.5' NA77W GROUND COMPACTED N.T.S. 10 95% MAXIMUM OENSTTY 5° 4- Ml v~N TO 95X MAX/MLMI DENSIT BEaNNING STAN 10+64.54 ENDING S ATION 15+56.84 NT~C~NASIRL& BEGINNING STATION 10+64.54 0r OF J#W A ° d ENDING STATION 15+56.84 ° 4 9. 55' S5" ~0 2 ° 5" 4- 45' 45' 55 55' d 49' 49' a o~ I yt ii NIDTH ° .d ° i U MEDIAN VAR/ES Z FRC 4- TO FT7- TOP OF EXISTING ° I 1 ? NIDIN OF M£ONAN VARIES ° PAVEMENT GRADE NID/N OF MEONAN VARIES ~ ~ ~D 2 --TRM-2 7U-7 SANWT TO 1'i n d° • a ° ° 74 1' SAM • A G£AN h ° N a pi A af lO - ?5 _ A" VERTICAL. EDGE sbP~ I ' ; • u` dopi' - a& sloes ►£Rncu mcE ts, n '16'bM foa - _ ° ° CIO °°d a 2 TOP OF EXISTING { CURB GUTTER d ^ ° PAVEMENT GRADE CURB, GUTTER x4+ < = 1.1 REMOVE f i AND SIDEWALK TO ~~£XISTINC CURB XISTINC SIDEWALK TO GY/TTER AND I MEDIAN ISLAND BE CONSTRUCTED COLD PLANE TO A SIDEWALK TO DEPTH OF a 10" AND ro A BE CONSTRUCTED AND TYPE 'M' MODIFIED TYPE_ _'M-2' MODIFIED BE REMOVED BANGUI TO A CLEAN VERTICAL EDGE fX1STING CURB, NIDTH OTH OF CF 5 5' TO I' OUTSIDE OF MEDIAN CURB nONVNE GUTTER AND A ACHIEVE RECOWEAVED SLOPE ' AND EXCAVATE TO A DEPTH OF 1.0' SIDEWALK TO ED °SLOPE COLD PLANE TO A MEDIAN CURB MEDIAN CURB BELOW EXISTING GROUND BE REMOVED A MTD TH Or f 5, TO IUE TYPICAL SECTION DEPTH A wf AND NOT TO SCALE NOT TO SCALE - - - AGWIEW RECOMMENDED SLOPE MING AVENUE TYPICAL SECTION M/NG AVENUE TYPlCA - NEW CONSTRUC CONSTRUCTION EXISTING COND177ONS N.T.S. N. Ts N. T. S. VARIES S TREE T AND q OF CONSTRUCTION 5' MIN. 2" MAX. 1• 45'--62' VARIES BY LOCATION 45'-62' VARIES BY LOCATION 4" CONCRETE 2' I 2 ~ 2'-14' WIDTH & 4" THICK CONCRETE WITH 1.3' LIMI TS OF a 2' TYPE I ~A ° LOCATION VARIES 1.3 LIMITS OF 0.20' TYPE "A " EXPOSED AGGREGATE AND s 6" IMPORTED BORROW EXCA VA TION A.C. OVERLAY EXCA VA TION A. C. 0 VFRL A Y DECORA 77VE RIVER ROCK ° STRAIGHT SEE PLAN STRAIGHT 1. 0' LIMI IS OF G 7 -1Pf B' A.C. OVERLAY EXCAVATION (TIP) GRAD NOTE : COLOR AND TEXTURE AS DIRECTED f - N01£ : COLOR AM BY ENGINE BY ENGINEER. SEE MEDIAN ISLAND AT EXISTING A. C. PAVING r r - TRUXTUN f TRUXTUN PLAZA WEST FOR EXAMPLE 1 0.80' TYPE DET IL B T MODIFIED TYPE 'M-?' CURB A. C. 0.80' TYPE 'BA.C. - Q~pt E SS ION,q SEE STREET PLANS [OR PAVING LIMITS EXISTING CURB & GUTTER (TYP) 4P~O O~~ E D kfli ~~C GOSFORD ROAD CROSS SECTION TYPICAL_ MEDIAN ISLAND SECTION P ~`°s/►~,/oz EXPOSEQ AG0RE0ATE WITH LDECORA_TIVE MYER ROCK REGISTERED CIVIL ENGINEER ~ C 33710 SEE PLANS FOR LOCATIONS N. T. S. EXPC NOT TO SCALE * Exp. 6-30-0? * Z CITY OF BAKERSFIELD sTy 1501 TRUXTUN AVENUE rF OF CA~~F Z BAKERSFIELD, CA 93301 f ile Name: GOSFOf Tile Name: GOSFORD-3 Drawn: NGF, S. LOWE GOSFORD ROAD RECONSTRUCT AND STREET IMPROVEMENTS ON MING AVENUE SHEET NO. Job No. T1KO32 En ineec N. FIDLER CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No. TlK032 U) Date: 05-09-02 Dote: 05- 09-02 Checked By. SEC7701V SHEET J OF 17 POLE SCHEDULE LOC. TANDARD SIGNALS N SIGNS REMARKS ' VEHICLE tortv TO ST. wrE A 26-3-80 15 SVy-/1~-T SP-1-T 08 06 MING AVENUE RELOCATE POLE AS SHOWN PER PLAN O (EXISTING) LT-A1AT 45 LUMINAIRE MAST ARMS. ALL WIRING SHALL 1-A INSTALL CITY-FURNISHED CAMERAS ON THE LUMINAIRE MAST ® (E)QS11NG) TV-2-T SP-1-T 06 06 RELOCATE POLE AS SHOWN PER PLAN BE FURNISHED BY THE CONTRACTOR AND SHALL BE INSTALLED IN L BE INSTALLED INTERNAL TO THE SIGNAL POLES. LOCATE EACH CAMERA 3 FEET FROM THE CENTER OF TH 4E CENTER OF THE LUMINAIRE. THE NDEO INSTALL NEW CTIY SUPPLIED POLE AND POAER CABLE OPENINGS SHALL BE 4 FEET FROM THE CENTE 29A_5-80 15 SV-1-T © SP-T 02 ~8 G06FORD RD. SEE SPECIAL PRONSIONS TRAFFIC SIGNAL PLANS FOR THIS INTER ~1A,~SAT ' PER 1997 CALTRANS STD. T FROM THE CENTER OF THE LUMINAIRE. 55 LT-M NS FOR THIS INTERSECTION (FILE 13.2-166) IS AVAILABLE FOR REVIEW AT THE CITY OF BAKERSFIELD/ PUBLIC <ERSFIELD/ PUBLIC WORKS DEPARTMENT ;61) 326-3724 O (DOSTIING) TV-2-T SP-1-T 08 O2 RELOCATE POLE AS SHOWN PER PLAN 1501 TRUXTUN AVENUE/ 8 A.M. TO 5 P.M./ (661) 326-3724 I 26-3-89 15 SVM-1-T (EXISTING 04 Oe MING AVENUE NO MODIFICATION O (EXISTING 45 LT-VAT Sp- I ~ I-A ISTING) TV-2-T SP-1-T Ie 04 NO MODIFICATION O (EX I 29A_5-80 15 SV-1-T INSTALL NEW CTIY SUPPLIED POLE O 55 L7-AAT-1-T 06 04 GOSFORD RD PER 1997 CALTRANS STD. I m T O (E)OSTING) TV-2-T I SP-1-T 04 06 NO MODIFICATION ti Z N ~p (E) EXISTING N CN SCALE: 1 "=20' Q. N Q. W m n j~orj"~ I I'i E vW Q CN J ~ I S W QmoW zz W o`~ o,o °o I ti W Q. p~~pni 040 LOC. S Lu ^ m Z qq + (b~~ ® HO "U OQ ~ Q oCN Flo W W r 1 I-z W OO or 06 I CST, I o w i V zz~ m ~ W Wm~ MING VG A VE T mm~V) a 27X C © a 19% 0. lox - --------y---~-~ ~J S~89'09'50=E--- S 89'07'54=E_ 05 398.89 ~L• to ~0 0 I ~ W I oe } ^ ~ T oe® I 4 m . m K Z) omo TABLE "A " Z Z) Q, O~ STATION OFFSET v o 0 6+10.00 9.88RT tc' 01 6+20.00 9.57RT O Ilk CL p 6+30.00 8.64RT N Z ti ti I 104. 04 07 1 6+40.00 Z 08RT ; Q ct 6+50.00 4.91RT W Z a0;~ 6+70.00 0.06L T ; rz p~ m 6+90.00 5.03L T W 7+00.00 Z 20L T ~ O k o^ cV + ~ o ® I 7+10. 00 8.76L T N W } ? 7+20.00 9.69L T Z Z V ~0 2 Z W 7+30.00 10.00E T O LOW m I I mmZ~ WOVE EAIS77NG PULL BOX AND INSTALL NEW PULL BOX (SAME IN KIND) W17HIN NEW bN- SEE TABLE "A" CONSIRUC71 NOTES ® REMOVE EXIS77NG DIAN AND MODIFY EXISTING CONDUITS TO EXTEND TO NEW PULL BOX LOCA770N O1 CONSTRUCT TYPE 'B" CURB & GUT7ER PER C.O.B. STD S-1. MEDIAN AND MOU 1© REPAIR EXISTING A :PAIR EAIS71NG MOW S7RIP PER C.O.B. S7D L-11 GOSFORD ROAD O2 CONSTRUCT 5.5' COMBINAT77ON TYPE SIDEWALK PER C.O.B S7D S-3 © COME CONNECT IS77NG A WNECT EXISTING CONDUIT RUNS AND REMOVE PULLBOX. TO MATCH EXISTING SIDEWALK :MOVE EXIS71NG EVERGREEN AND REPLACE W774 240 BOX 7REE © CONSTRUCT HANDICAP RAMP PER C.O.B. STD S-41 CASE C. © REMOVE EXIS77NG CONDUCTOR SCHEDULE © CONSTRUCT MEDIA r WS7RUCT MEDIAN HARDSCAPE PER DETAILS ON SHEET 3 L ~ O4 SAWCUT AND REMOVE EXISANG CURB, GUTTER, SIDEWALK AND A.C. PAVING AS PULL OUT EXISIIN CONDUIT SIZE - • TA ♦ICAOCCT DI U / ILL OUT EXISTING 7RAMC SIGNAL INTERCONNECT CONDUCTOR AICADCCT Dill I Dnv Akin D/ )III I INm NFw cnNnuiT cONDUCTOR RU NECESSARY FOR CONSTRUCTION OF NEW LANt / I1LA!\L./I I VLLVVIr AI✓ r.~r vr~ o rv r.r I~~ / RECONSTRUCT ROADWAY AND LEYE1NVG COURSE N OR )M. E E E E N E E E E N E N E E E N N E E p~ BA86 CIE 8 CONDUCTOR 3 1 1 1 1 2 2 2 1 1 1 ~y 1 2 CONDUCTOR O5 TREE TO BE REMOVED THE EAST SECTION UN£ OF SEC7701V 5 T.305:,R. 27E ESSI cONDUCTOR 1 1 THE E © INSTALL NEW TREE (24' BOX) PER SPECIAL PROVISIONS AT LOCATION DIRECTED BY ENGINEER. Paolo JNEER. FRAM THE SOUTHEAST SECTION CORNER TO THE E D. s NORTHEAST SECTION CORNER USED AS THE BASIS OF coLDPLA NE a 10 AND RESURFAI~ MI IH F U 1 1 NORTh BEARING Q f01 TYPE 'A' ASPHALT COM/CRETE tO GHTINC 3 3 3 3 3 3 3 3 3 © RELOCATE EXISTING 7RAMC SIGN TO BEHIND SIDEWALK PER C.O.B. STD. T-19. COD BEARING - N 07BID7.40E REGISTERED CIVIL ENGINE R W C 33710 ILLUMINATED SEMN r 2 ST. NAME SIGN ® MODIFY TRAMC SIGNAL AS PER PLAN, POLE SCHEDULE AND CONDUCTOR SCHEDULE * Exp. 6-30-02 y f .M.VEH.PREEMP 3 1 1 1 1 2 2 2 1 1 1 MEWAN HARDSCAPE CITY OF BAKERSFIELD BEIDEN AUTOSCOPE 4 2 1 1 t12 2 2 1 1 1 O IRRIGATION AND LANDSCAPING WITHIN CONSTRUCTION AREA OR DAMAGED BY RED HEAD NAIL AT THE NW RETURN OF GOSFARD ROAD 1501 TRUXTUN AVENUE OF CAL p2 UTOSCOPE PWR 3 3 3 3 3 3 3 e CONS7RUC7I0N SHALL BE MODIFIED BY THE CON7RACTOR ARED h ND A AND MANG AKWE • BETNCMAfARK ELEVA77 N-571.96 BAKERSFIELD, CA 93301 : NTERCONNECT 1 1 1 1 r7l III GOSFORD-3 Drum: NQF TIpry MEEMY0 OiN A~19MC~ A VEMAE AT ROAD SMELT NO. TIKOJ2 la: n inear: N. fXKER CITY OF BAKERSF/ELD, CALIFORNIA FXIB UC WORKS DEPAR 7ASW Job Na vlatC e No mw l~GyiD-3 05-09-02 05-09-02 Chocked By wD' WEur OAF cKMvw ro CAL.LE a4LAD 4 4 OF 17 i TABLE 'A ' STA 71ON OFFSET TREE TABLE CURVE TABLE CURVE LENGH RADIUS TANGE DELTA 12+70.00 10.001? BCR, BEGIN CURB & GUTTER, 12+80.00 9.61RT T7 PHO7INA FRASERL - N.C.N. C2 39.25 25.00 98 89"57 33 SIDEWALK CONSTRUCTION 12+90.oo 8.77RT r7R72 EL~ C1 46.91 30.00 29.80 89.35 39 PH071NA FRASERL - N.C.N. C3 81.15 2118.33 271 42 MATCH EXIS77NG FL ELEVATION 13+00.00 7 24RT T3 PHO77NA FRASERL - N.C.N. C4 81.20 2211.60 215 13 T4 PRUNUS CERASIFERA - PURPLE LEAF PLUM C5 29.15 2196.6 045 36 STA. 10+44.29, 78.79LT 13+10.00 5.09RT T5 PRUNUS CERASIFERA - PURPLE LEAF PLUM m 13+30. oo a 25RT `U 4 ECR 13+50.00 4.75L T 13+60.00 6.90L T srA. 10+74.29, 49LT 13+70.00 8.43LT SEE TABLE 3EE TABLE "A" E. C. FL, END CURB &GUTTER, & l 13+80.00 9.35L T 13+90.00 9.66L T B.C. FL S/W CONSTRUCTION. ANGLE POINT STA. 13+98.93, 47.40L T STMATCH EXIS77NG FL ELEVA77ON A. 14+78.37, 45.05L T T3 _ C3 - - - _ - _ _ - - - - - - - - - - - - - - - - - - - tv T/ END 120 BAY TAPER MEDIAN ° - A - ~ - _ EGIU a TRAWK -ANGLE- PN i END MEDIAN FL CURVE TAPER, Atl)YQO 14 S TA. J?AD/U,,S MEDIAN FL STA. 13+90.00, 9.66L T, TC ELEV 374.06 END TYPE "M" MOD. CURB, BEGIN TYPE M-2 MODIFIED CURB jN 1 O~MED~AN OB' fMED~AN A PER FL END MEDIAN FL TAPER, STA. 15+ 79.76, 6.66L T STA. 10+64.54, 11.00RT TC ELEV. 10.00RT 373.46 B. C. MEDIAN FL ~Q TC ELEV. 12.OORT 373.25 S-TA. _7,0,-1OR.T_ _ SAWCUT r S 89'07'54" E /LINE 70,-10I~T__T__________STA. 13+98.89, 9.36LT 72 TC EL. 374.35 374.35 - 15 9 e - 28'QliOt" k F 12200.00' 398.89 ~ L - -------1 O © ---0-.5.3 0?4 777 6- - 76 INSTALL, 2 LIUEE END TYPE "M" Mg. CURB, -yp~ _ ® 0.16% 0. 18.° ---c5 END MEADIAN HA~RDSCAPE, gsla TYPE~'V MMp 8X END MEDIAN FL TAPER N 9.5'RAD SEE TABLE "B" MATCH EX77NG OD C - - - - - - - END MEDi - BEGIN MEDIAN FL TAPER B. C. MEDi B. C. MEDIAN FL TYP. 3 STA. 15+56.84, 4.99L T STA. 12+70.00, 1200RT TC ELEV. 373.58 STA. 13+ 41RT ( E.C. MEDIAN FL TAPER END 120' BAY TAPER STA. 13+98.89, 9. , + BEGIN 120 MEDIAN BAY TAPER FL, MEDIAN FL _ 0_--: ~STA..14+28.14, 8:54RT, TC 373.87 STA. 15+48.14, 4.99L T, TC 374.36 C2 b - - - - - - - - i 4 ECR BEGIN FL TRANS., ANC TRANS, ANGLE POINT ° j"'B" TABLE 70.00, 49.OORT STA71ON 14+28.14 E C. FLEND CURB & GUTTER, & STA. 10+70.50, 49LT STA. 12+70.00, 49.00 SEE MING AVENUE TYPICAL POINT ON TRANS. 14+38.14 14+48.14 S/W CONSTRUCTION, ANGLE POINT BCR, BEGIN CURB & GUTTER, SECTION ON SHEET 3 POINT ON 17 SIDEWALK CONSTRUCTION 14+58.14 MATCH EXISTING FL ELEVATION MATCH EXISTING FL ELEVA 77ON STA. 13+98. STA. 13+98.92, 46.65RT o 14+68.14 5.16RT STA. 10+45.50, 73.98RT 14+88.14 1. 78RT STA. 14+81.69, 44.90RT K^, STA. 87+49.63, 45.OORT Z 15+08.14 1.61LT 15+18.14 3.09L T W 15+28.14 4.14L T ~W W 15+38.14 4.78L T M i 15+48.14 4.99L T ?s ~g = 74 N SCALE. 1 "=20' 73 o ° NORTH FLOWLINE PROFILE ~2 y RECONSTRUCT ROADWAY AND LEbELM COURSE VK 72 COLDPLAHE Q f0 MlO RESURFACE W N - - 71 s = o.4x i ~ - + Q10' TYPE 'A' ASPHALT CONCRE7E I 70 MEDIAN NARDSCAPE 74 73 72 s = 0.4x s = o.1o0x S = 0.100x LAOS 00H 71 7HE EAST SECTION LAME OF SEC7M 5 T.30S.R. 27E I FROM 7HE SOUTHEAST SECTION CORNER TO 7HE V 4J NORTHEAST SECTION CORNER USED AS TNAE BASIS OF BEARING. 70 SOUTH FLOWLINE PROFILE E BEARING - N 028'07.40 zt I I ~ l I I ! - (n -j 69 Uk~} W~ 0 W 68 0 0 11 12 13 = w RED HEAD NAIL AT 7W NW REnJRN OF GOSFORD ROAD 14 O d 15 AND MI4G A WM E . RENO WARK ELEVA 71ON-371.96 w W~It' n~; m~ REPAIR F)aS77NG MOW STRIP PER C.O.B. STD L-11 VVlra7 I rIw I M Irv I cv V net /U ut Ktmuvru v ON ® CONNECT EXIS77NG CONDUIT RUNS AND REMOVE PULLBOX. O1 CONSTRUCT TYPE "8° CURB do GUTTER PER C.O.B. STD S-1. © INSTALL NEW TREE (24' BOX) PER SPECIAL PROVISIONS AT LOCA7101V DIRECTED BY ENGINEER. O2 CONSTRUCT COMBINAT71O►N TYPE SIDEWALK PER CO.B SID S-3 © RELOCA7E POLE AND SIGN PER COB SID T-19 © REMOVE EXISTING EVERGREEN AND REPLACE WITH 24" BOX TREE R ESSrq TO MATCH EXIS71NG SIDEWALK. ® MODIFY TRAFFIC SIGNAL AS PER PLAN, POLE SCHEDULE AND CONDUCTOR SCHEDUI )UCTOR SCHEDULE © CONSTRUCT MEDIAN HAROSCAPE PER DETAILS ON SHEET 3 h E 0. MP,, © PULL OUT EXISTING 7RAFRC SIGNAL INTERCONNECT CONDUCTOR Q S~~3~oztis,WAGED BY TO NEAREST PULLBOX AND REPULL INTO NEW CONDUIT REGISTERED CIVIL ENGINEER oY C 33710 © CONSTRUCT HANDICAP RAMP PER C.O.B. SID S-41 CASE C. O9 /RR/GA710N AND LANDSCAPING WITHIN C0NS7RUC110W AREA OR DAMAGED BY ® SAWCUT AND REMOVE EXIS71NG CURB, GUTTER, SIDEWALK AND A.C. PAVING AS CONS7RUC71OVN SHALL BE MODIFIED BY THE CONTRACTOR ® RELOCATE EXISTING STREET LIGHT TO NEW LOCATION AT BACK OF SIDEWALK * Exp. 6-30-02 N KIND) W17HlN NEW AND MAINTAIN A MINIMUM OF 3.5' CLEARENCE FROM FACE OF CURB CITY OF BAKERSFIELD 1501 AVENUE CF CAL NECESSARY FOR CONS7RUC71ON OF NEW LANE ® REMOVE EXIS77NG PULL BOX AND INSTALL NEW PULL BOX (SAME IN KIND) WITHIN MEDIAN AND MODIFY EXIS77NG CONDUITS TO EXTEND TO NEW PULL BOX LOCATION BOX LOCA7701V BAKERSFIELD,NCA 93301 rang GOSFORD-JChoc*od wn: NGF fiV CT V CW AA%40 AVENUE AT ROAD SHEET NO. V.101b e Names GOIISFAQD-3 Mo.: 77KO32 Ineer: N. RDCER 5 OF 17 CITY OF BAKERSFIELD, CALIFORNIA PEAEUc WOWS DEPARr~nrr' NaK te: 05-09-02 05-09-OZ By. 520' MEUr OF OOXW=OIFD rO CAL LE SAL ADA L-11 11 . T- I s r I I T I I 6 ~I 1 i I~ ,I N 9A END QETA2 Na J9A !I 5, ~ I 8E67N DETA2 NO. I{ A. 1 +11.89 i ------r--------------------------- Lr I 11 UIETAIL NQ 9- 9 ® ate- --7+ea r) _ a - - - - i ao ` - t - 11it Ely ~l---- rAa.Je ---1f---------------1 IVE -_../OFTAK NO 9":~------ -----w 11' (418LF)---- - - - - _ - _ _ 1J IO. - _ - - _ _ rorerc 11 13 10' 0 r _L!J , - - (+sotF) -----------_3dA- 1O-C:L~L7IETA/L N0. 9-~~ -r , ~ T - L 11 (+18 LF) _E TABLE 8' I -----1~---- 11' +(-ioLFT -----I - 10' ~i--------- AETAR NO. 9 11----- (NBLF) - - - - - - - - - - - - - 7 11, W L 9 . J9 d i W I MING A VE N I ( a~ GOSFOfV I RiOAD ROAD SCALE.• 1 -40 AST QO 7W Aa9YrN" BEW RAMS SMALL BE 4800 FAR CONDUT. Q ANSTALL PULL BOX (NO. ) N S(MV 7ON. CONOINT 9VALL BE INSTALLED NITHIIV S70E'WALK AREAS SIDEWALK SMALL BE ~ ~ OPLAS77 TRIPES AND PAWDAENT MARKANGS ON MIND AWM E gVSTALL Q PULL BOX (NO 5 3) W N/IH EXIDVSIAN R THERMOPLAS77C 7W AREA DAMAGED BY EPLACED TO 7HE NEAREST NEAKEHED PLANE OR E)VANSION JaNT BEYOND _ 03 CGVX#T AND PULLBOXES SHALL BE ANSTALLED DAL' OR MORE ~ ENTS~S~pEWA~AN£LS IS ACCEPTABLE IN AREAS MNER£ AS SHONN ON INE PLANS THERE IS NO MEWALK. CONDUIT SHALL BE PLACED NITHIN 13 FEET OF THE BACK OF CURB. lMO7F~ CONNECT L NO. fivzmcomccr OF THE 10 TERAAANAL BLOCK 1H-0 ON . 510E PANEL NO. 4 OF THE CONTROLLER CAST A A T T EACH END O'770VALLY CONDUIT MAY BE PLACE ALONG LAp OF GUTTER WW ROCK SAW O NA 7M N/fiD?E ROADWAY NKL BE RECONSTRUCTED TO FULL DEPTH AS 5 fONN IN PLANS; OF RUN PER IVTERCANNE'CT DETAIL TE b0NAL BLOCKS NOT PROMDED THE TOTAL ANGULAR BEND BETNEEN MALBOXES DOES NOT EXCEED 180' CONTRACTOR SHALL BE RESPONSW E FOR SETTING TO DOS7IVG IN a-DER 332 CAmw7s SHALL BE 2 PPUED BY THE CITY CONDUIT SMALL BE PLACED PRIOR >a FULL DEPTH RECGINSTRUC17ON OF ROADWAY AND NEW FWSH GRADE ALL EVS77NG MOWIAMVT UDS AND PADS, WWR/STORM DRAW MANHOLES. C7£ANIOUM O MAJNTMIAH LENGTH OF CWWT BETNEEN PULL Bo.%rS THE PULLBOXES SHALL BE PLACED 6E7MV CURB IN7HIV THE WEWALK AREA REGARDLESS OF VAL W BOXES AND CONCRETE PADS EFFECTED BY COLD SHALL NOT EXCEED 400 FEET CONDWT BE 4 AND OR PLACMDVT. PLAW AND/OR 0WXAY PROCESS 02 INSTALL AND CONNECT IVTERCO7NNECT CONDUIT AND CABLES © CONDUT 37IALL BE BROUGHT INTO PULL BOXES THROUGH SAFE OF CONTROLLER CABINET USXVG EXTERNAL ALL STRIPING SMALL CONFORM TO CAL TRANS STANDARD PLANS DATED AXY 1992 PARALLEL TO 7W DOSIANG SURFACE (HORIZONTAL). 2B' CONNEC70R. p TIRE TOTAL ANGULAR BEING OF CONDUIT BETWEEN ©3 AD.A/ST MANHOLE To GRADE PER caa STD. S-7 PULLBOXES SHALL NOT EXCEED 1d0 DEGREES a AD.IIST SURWY MaWMOE7VT TO GRADE PER caa Sm s-29 HVSTALL F)RE HYDRANT MARKERS AS WONN. CONTRACTOR SHALL BE RESPONSAXE FOR RIWVAL 08 IF COVIRAC70R REWOVES EVS71NG HANDICAP RAMP DURING CONSTRUCI7ON OPERA TKWS, THE RAMP SHALL BE REPLACED Q AD.VST WA7ER VALVE LID TD GRADE OF ALL EVST11VG MARKERS W ni*V THE RESiIYRFACWG KITH A NEW RAMP AoEE'Wo CURRENT ADA 90EC#7CA77OVS © ALL PAYE7111EWT MARKNVGS FULL BE PAINTED TO CONFORM 10 CAL TRANS STANDARDS PROuECT LAMS PRIOR TO THE OVERLAY PROCESS. ALL STRUCTURES REOUmvG FRAMES AND ® NVSTALL NEW COINDUfT INTO EVSTIVG PIX.LBOX 0 INSTALL BIKE LANE MARKANGS POP co.B SID. ON DETAIL SHEET 2 COVERS WTH zoos PRO„ECT SHALL BE CONSTRUCTED PER COB STD S-B © REWOYE ExIS71IVG CONIFUC7ANG TRAFFlC STRNFING AND PAVEMENT MAIRKM N-M  ~OFESS/ . ~ ~tE 0. 'Y J 3/0Z $ i REGISTERED CIVIL ENGIN ER C 33710 A * Exp. 6-30-02 C/ TY OF BAKERSFIELD 1501 TRUXTUN AVENUE CITY OF BAKERSFIELD, CALIFORNIA PURL/C warms a~ARTA4SVr Job No.: UK SFaW-3 BAKERSFIELD, CA 93301 OF GA.NE~ rs: ODSFQRD-3 wn: NG>< TYK032 n her. N. FVUW NVERSECTION WIDEIINVO ON A&VO AVENUE AT ROAD SHEET NO. rs 05-09-02 a 55-09-02 a►edred By. MO' WEST OF QOSFORD TO CANE a4LMA 6 OF 17 I 10. POLE SCHEDULE CAM/MO MEGA SIGNALS SIGNS LOC. TANDARD VEHICLE v""` V-DV T XT. WE sm REMARKS nrr wr~c • • O 26-3-80 15 SVM-1-T SP-1-T 06 KROLL WAY NO MODIFICATION O CURVE TABLE O (EXISTING) 45 LM41 AT Z CURVE UWGH! RADIUS TANGS DELTA O h C k Cl 46.69 30.00 N.A. 1890 -10' 24 SEE TABLE "A" TABLE "A" ® (EXISTING) TV-2-T 06 NO MODIFICATION Q ^ Cl 17-2-80 12 XISTING) 20 MAST SP-1-T 04 06 GOSFORD RD. NO MODIFICATION C7 h 2 STA71ON OFFSET p 107+52.75 56.OOL © (E 107+62.75 55.830 O _ V 00 O j 107+72.75 55.320 D (EXISTING) TV-2-T SP-1-T 06 04 NO MODIFICATION ~ ~ LZ 00 y. 2 J 2 107+82.75 54.46E 26-3-80 15 SV-1-T 107+92.75 53.26E E Z~ (EXISTING) LT- AT SP-1-T 02 04 KROLL WAY NO MODIFICATION (j O N ; j V Q L&j G) F rz 108+ 12.75150.52L O 4-5 10 Q ~ 108+32.75 47.79E SCALE: 1"=20' 00 J Q W h 108+42.75 46.59E O (EXISTING) TV-2-T SP-1-T 04 02 NO MODIFICATION Y W 3 O 108+52.75 45.73E 2 Q W J wi 108+62.75 45.73E G 17-2-80 8G0 12 MAST 08 02 GOSFORD RD. RELOCATE POLE AS SHOWN PER PLAN m 3 6 ^ } ' O (EXIS ) 20 W PLAN, IRRIGATION PLANS FOR LANDSCAPING IS AVAILABLE FOR REVIEW O l` 108+72.75 45.05E V Q A'T TH CITY OF AT 7NE C 1-A i;1- AT 7HE CITY OF BAKERSF/ELD/ PUBLIC *VRKS DEPARTMENT ^ CJ v HO (EXISTING) TV-2-T SP-1-T 02 RELOCATE POLE AS SHOWN PER PLAN m 1501 TRUXTUN A 1501 TRUXTUN AVENUE/ 8 A.M. TO 5 P.M./ (661) 326-3724 cd Q Q + 0) Q~j 00 Q (5 ~ ~ Lai c*q INSTALL (4) CITY-FURNISHED CAMERAS ON THE LUMINA/RE MAST ARMS. ALL WIRING SHALL ` BE FURNISHED BY THE CONTRACTOR AND SHALL BE INSTALLED INTERNAL TO THE SIGNAL •ri<' ti ~QQ clc Q POLES. LOCATE EACH CAMERA 3 FEET FROM THE CENTER OF THE LUMINAIRE. THE NDEO 04 AND POWER CABLE OPENINGS SHALL BE 4 FEET FROM THE CENTER OF THE LUMINAIRE. SEE SPECIAL PROVISIONS. TRAFFIC SIGNAL PLANS FOR THIS INTERSECT70N (FILE 3.2-206) IS AVAILABLE FOR RENEW AT THE CITY OF BAKERSFIELO/ PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE/ 8 A.M. TO 5 P.M./ (661) 326-3724 A O` Q ; I 2 CONS7RUC77ON N07ES 2 ~8 C) y ® 2 W ct) O3 O1 CONSTRUCT TYPE -Bw CURB & GUTTER PER C.O.B. STD S-1. O 02 O~ ® O 00 - - ' ~ - -@ L - - - - - - - - - - - - - - - - - = - - - O2 CONSTRUCT 5.5' COMBINAMON TYPE SIDEWALK PER C. 0.B STD S-3 O O U8 TO MATCH EXISTING SIDEWALK. Z ~ 7 , © CONSTRUCT HANDICAP RAMP PER C.O.B. STD S-41. Q O A3 02 C) O SAWCUT AND REMOVE EXIS77NG CURB, GUTTER, SIDEWALK AND A.C. PANNG AS Q Q NECESSARY FOR CONSTRUC770N OF NEW LANE . 1- 107 l08 109 ©TREETOBEREMOVED .05 10go 106 ©INSTALL NEW TREE (24" BOX) © RELOCATE EXISTING TRAFnC SIGN TO BEHIND SIDEWALK PER C.O.B. STD T-19. ® 01'- ® MODIFY TRAFFIC SIGNAL AS PER PLAN, POLE SCHEDULE AND CONDUCTOR SCHEDULE GOSFORD ROAD )RD O9 IRRIGA77ON AND LANDSCAPING WITHIN CONS7RUC77ON AREA OR DAMAGED BY 06 CONS7RUC71ON 9IALL BE MODIFIED BY THE CONTRACTOR ® INTERCEPT EXIS77NG CONDUIT AND CONNECT NEW CONDUIT 05 1© REPAIR EXISTING MOW STRIP PER C.O.B. STD L-11 06 - 04 04 , 04 © U77UTY TO BE RELOCATED BY OTHERS SEE CAMINO MEDIA TYPICAL f ADJUST WATER VALVE UO TO GRADE 1 SECTION ON SHEET 3 ® © OR 80 I N - 79 3 N ~ 1 f ~ I V~^ 78 I ~ BASO OF A~ 77 I THE EAST SECTION LAME OF SECI/QN 5 T.JOS,R. 27E. W _ W i... FROM THE SOUTHEAST SEC770N CORNER 10 THE 76 NORTHEAST SEC71ON CORNER USED AS TW BASIS OF _ N i SEARINGL BEARbMG = N 078'07.4E 75 o, + I~ OD cr cQi ^ i 74 . + r _ I I RED NERD NAIL AT THE NE RETURN OF GOISEARD ROAD 73 m ; H AND CAMbVO MEDIA BENG7fMARK EiEVA110lVmJ72.67 S = al6X S~0.1 - --I CONDUCTOR SCHEDULE 72 s = o.soX -1 -1 -1 -1 -1 1 -.1 1 ~ . -.1. .w . w .w 71 __.-L CUNUUII NIL 2-3r 3- 3- 1 3- 1 2-1 3- 1 3-1 1 -A- J WEST FLOWLINE PROFILE L KD TOR RU R S T. E E E E E E E nE E E E E E E E 7O DUC' O6 107 108 OF DUCTOR 110 GHTING 2 '31, t { Kuxw 4 3 2 2 2 1 1 1 REGISTERED CIVIL ENGINEER C 33710 12 AUTOSCOPE P 3 3 3 3 8 8 M.VEH.PREEMP 1 1 SCALE.• 1 "=20' HORIZONTAL * E~.a-3o-o2 CITY OF BAKERSFIELD SCALE: 1 "=2' VERTICAL 1501 TRUXTUN AVENUE ~ BAKERSFIELD, CA 93301 p~ s Name GOlSRECON None CasRECpV Dra lh NQF RK*ff T EARN LAWS ON R0,4D SHEET NO. R sotrn4qomD Na: r//( eer. N. MER 7 OF 17 CITY OF BAKERSFIELD, CALIFORNIA SIC WORKS DEPARn4SNr Jb~b Na: "K !e: a5-09-02 r 05-09-02 Griscksd By. Whffo LW1r t0 $tOGkdmM / W111AtY POLE SCHEDULE LOC. TANDARD SIGNALS ~ P SIGNS REMARKS KI?OU WA Yk. O VEHICLE >sarT vwc o 0 ST. WE Sil CURS CURVE TABLE 28-3-80 15 SVy-1-gT CURVE LENGH RAD/US TANGS DELTA SEE TABLE "A" O (EXISTMG) 45 LI-VAT SP-i-T 02 KROLL WAY NO MODIFICATION J O Lu O I J Cl Cl 47.13 30.00 30.02 190d ' LID FZ d B 1-A Q,It I O TREE TABLE o TABLE "A " O (E)OSTING) TV-2-T SP-1-T 04 NO MODIFICATION Ln Q~J-- 1REE STA7101V OFFSET 17-2-80 12 © (EXISTING 20 SMAS T SP-1-T'06 RD. RELOCATE POLE AS SHOWN PER PLAN _I a Z Z to 7T2 TI UQU/D AMBER Q 127+19.50 56.00E 12 SOUTHERN MAGNOLIA O W 141 20 127+29.50 55.83E 1-A O N V O of Oi 127+39.50 55.31E O (EXISTING) TV-2-T SP-1-T Oe 08 RELOCATE POLE AS SHOWN PER PLAN Y Z V + + ti Y rz 127+49.50 54.44E OJ j ,j ) 127+59.50 53.23E WJWh W) p 3 lv ^ 127+79.50 50.45E J~ N m3UN o~ 127+99.50 4768E Q- Lij (n W Q Q IRRIGATION PLANS IRRIGA77ON PLANS FOR LANDSCAPING ARE AVAILABLE FOR RENEW Z W 128+09.50 46.47E AT THE CITY OF BAKERSf7EL0/ PUBLIC NKJRKS DEPARTMENT 128+19.50 45.601E C6 CS ; V ~ AT 7H£ CITY OF 8 W 1501 7RUX7UN A 0 1501 7RUX7UN AVENUE/ 8 A.M. TO 5 P.M./ (661) 326-3724 W) V C~ Q J p` 128+29.5045.08L of J Z h 128+39.50 44.91L Q ~ O Q ~ ~ of N WW mm>C+ N p Z) C) c) O r ( O di 4111).~~ nnT7 I 1Av INSTALL (4) CITY-FURNISHED CAMERAS ON THE LUMINA/RE MAST ARMS. ALL WIRING SHALL I - 5 ©~J BE FURNISHED BY THE CONTRACTOR AND SHALL BE INSTALLED INTERNAL TO THE SIGNAL POLES. LOCALE EACH CAMERA 3 FEET FROM THE CENTER OF THE LUM/NAIR£. THE VIDEO O /1\~_0 O 5 AND POWER CABLE OPENINGS SHALL BE 4 FEET FROM THE CENTER OF THE LUMINAIRE, 08 o SEE SPECIAL PROVISIONS. 7RAFFIC SIGNAL PLANS FOR THIS INTERSEC7701V (FILE 3.2-206) D IS AVAILABLE FOR REVIEW AT 7HE CITY OF BAK£RSF/ELD/ PUBLIC WORKS DEPARTMENT ; 1501 7RUXTUN AVENUE/8 A.M. TO 5 P.M./ (661) 326-3724 ow A_-" _ ~7v~JL SAWCUT LINE O4 CONSTRUC77OVN NOTES Q O1 CONSTRUCT TYPE 'B' CURB & GUTTER PER C.O.B. STD S-1. - 05 O2 CONSTRUCT 5.5' COMBINA771ON TYPE SIDEWALK PER C.O.B STD S-3 125 926 926 927 A 1 928 70 MATCH £XIS7ING SIDEWALK. © CONSTRUCT HANDICAP RAMP PER C.O.B. S7D S-41. + - r - - - ` - - - + - ~1r - { - O SANCUT AND REMOVE EXIS77NG CURB, GUTTER, SIDEWALK AND A.C. PAVING AS NECESSARY FOR CONS TRUC770V OF NEW LANE Q © TREE 70 BE REMOVED GOSFORD ROAD © INSTALL NEW TREE (24" BOX) © REZOCA7E EXIs71NG 7RAFnc SIGN TO BEHIND SIDEWALK PER C.o.B. S7D T-19. AA ® MODIFY TRAFFIC SIGNAL AS PER PLAN, POLE SCHEDULE AND CONDUCTOR SCHEDULE ~ Q j~ O9 IRRIGATION AND LANDSCAPING WTHIN CONSTRUCTION AREA OR DAMAGED BY Q ,rlr ' y SEE KROLL WAY TYPICAL to 2 CONSTRUCTION SHALL BE MODIFIED BY THE CONTRACTOR I I , ; SECTION ON SHEET 3 ® INTERCEPT EVS77NG CONDUIT AND CONNECT NEW CONDUIT v 3 ~ SCALE.• 17-20' e 1© REPAIR EXIS77NG MOW STRIP PER C.O.B. S7D L-11 Wit ® U77LITY TO BE RELOCATED BY OTHERS 80 ® ADJUST WATER VALVE LID 70 GRADE W 79 r W 78 + w m' W + V h + i &454 OF N mom; _ ~QN 77 2 N 1HE EAST S1<CI7ON LdV£ OF SECIKW 3 T.30S,R. 27E ~ FRW 7HE SOUTHEAST SECDON Oa"" TO 7HE m ~ NOR7HEAST SEC77GN CORNER USED AS THE BASIS OF 76 h BEARWa BEARWG - N 028'07.4 E Sa 0.20' si a2ox 75 s = o.5oz i i RED HEAD NAK AT 7W NE RETURN OF GOSEURD ROAD 74 AA0 KRO.L WAY. BENOWARK aEVA nOlV-J7l J0 r f-_+ f_ I 73 i 72 1 E i r CONDUCTOR SCHEDULE 71 CONDUIT SIZE 40 140 401 1.51 3- 1 3-13- 12- 11.5-11.5-11.51115 CONDUCMR Ru - - - - - 7n WEST WEST FLOWLINE PROFILE n w UK a T. E E E E E E E N N N E E E 11-E E E E LLI 126 127 128 i CONDUCTOR 2 2 1 1 1 125 126 CONDUCTOR 1 1 10 GATING 3 3 3 3 ■ ~ ~essi~ ILLUMINATED E r2 ST. NAME SIGN M.VEH.PREEMP 1 1 1 1 1 SCALE.• 1""-20" HORIZONTAL s6 3~oz' eet~d UTOSCOPE 4 2 1 1 1 2 2 1 1 REGISTERED cl wL ENGINEER o~ C 33710 SCALE.• 1" 2" VERTICAL * Exp. 6-30-02 /12 AUTOSCOPE PWR 3 3 3 3 3 3 g CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE ~~\E BAKERSFIELD, CA 93301 CFF GOSWCM CITY OF BAKERSFIELD? CALIFORNIA =PPURRU-C WOWS DEPARMEW kFle Na "`71KOM I(.1 TIK osyPECON Drawn. eer. M. N. N f1ALfR ' APQMT MfW LA WS CW ROAD SHEET NO. ts: 05-09-02 Q )5-09-02 Chocked By. WhNo Limns tO 81bg*d ft l hway 8 OF 17 - . W....y..LciCe4Pll 1i~a.L.:.A•' . . "t'S3Y1tlii • .r. u $~11 to ilfts /a., _ _ _ . _ _ CURVE TABLE CURVE LENGH RADIUS TANGS DEL TA C3 1205.141450. 00 ---126*Or 08w AIRRIGA T THTION PLANS FOR LANDSCAPING ARE AVAILABLE FOR REVIEW z lll~ AT THE CITY OF BAKE KERSFIELO/ PUBLIC WCMKS DEPARTMENT ~ ~ 1501 TRUXTUN AVENUE/ 8 A.M. TO 5 P.M./ (661) 326-3724 STOC 3TOCKDALE HWY ~ N 2 2 CENTER LINE STOCKDALE 734 735 736 137 '7 938 939 + SCALE: 1"p-20"' -----4LINE-----~-- -f- N 89'05'11" W SECTI N LINE (CONSTRUCTION L NE) 0) 1 O a - - - - - - - T 1 !L 5 6 19 J ;rye: cowp NE ato' AND R£sYARFAcE wTH _ a t0' T1'PE 'A' ASPHALT C0VC tE7E 0 9 1 _ p ~ Q 1 ' Q O W~ Z, ~ ? Ch t Z Z 6 P Q© d ~ ~ ~ 72 ~ T4 'Ilk ~QQ) 2W a: z :z ° W TABLE "A oil Q ti, .18 Y 0 STA 7700V OFFSET ~ c z m J ;z SEE STOCKDALE HWY. TYPICAL 2+70.00 60.OOL Q: ~Z a(0"K f + 3 SECTION ON SHEET 3 2+80.00 59.83L °p 2+90.00 59.31LT V O + + W lu 3+00.00 58.45L 3+ 10.00 57.25L z BASE OF + (Ai LLJ 2 3+30.00 54.50E W Q INE EAST SEC77ON LANE OF SEC7XW 5 T.30S,R. 27E CO Q CO FROM 7W SOUTHEAST SECTION CORNER 70 INS m W N lv 30 TREE TABLE 3+50.00 51.75E CO Lai TREE 3+60.00 50.55E NWR EAST SECTION CORNER USED AS 7HE BASS OF BE4RWa Q p B EAROVG - N 028'07.4 E Ty MAGNOLIA SOUTHERN 3+70.00 49.691 72 MAGNOLIA SOUTHERN 3+80.00 49.17E W W T3 LIOUID AMBER BURGAND 3+90.00 49.OOL WhWAW T4 LIQUID AMBER BURGAND SEE TABLE A I SCRIV 0 mk AT 7HE NE RE7UlRN OF GOSFORD ROAD 75 VALLEY OAK ANO STOCKDALE HWY. BENCHMARK ELEVA701 -".51 1 85 211 84 - - t Nal i ' 81 IN'd ail ~~W l 82 81 - - - ' - i - - r - 130 o^ N+ ? w w w 2 79 W~ mh ~~I S 0.187Jr S = 0.187X "I 78 ~ S = 0.187X Rq 77 j t I 1 r 1 t - - - - - - - - - SCALE: 1"_20* HORIZONTAL 76 SOUTH FLOWLINE PROFILE SCALE: 17-2" VERTICAL 75 37 1,38 139 134 135 136 137 - - - - - E;(Aw f `l(J ; l x.xy /1 u l t:u O5 TREE TO BE REMOVED 1© REPAIR EXISTING SIDEWALK TO MATCH NEW GRADE. O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD S-1. © INSTALL NEW TREE (24' BOX) PER SPECIAL PROVISIONS AT LOCA77ONS DIRECTED BY ENGINEER. BY ENGINEER. , ~OFESS/ O2 CONSTRUCT COMBINAT77ON TYPE SIDEWALK PER C.O.B STD S-3 © RELOCATE POLE AND SIGN PER COB STD T-19 TO MATCH EXISTING SIDEWALK. ® MODIFY 7RAFnC SIGNAL AS PER PLAN, PALE SCHEDULE AND CONDUCTOR SCHEDULE © CONSTRUCT HANDICAP RAMP PER C.O.B. STD S-41 CASE A. REGISTERED CIVIL ENGINEER oY C 33710 O9 IRRIGA77ON AND LANDSCAPING W7HIN CONSTRUCTION AREA OR DAMAGED BY * Exp. 6-30-02 CITY OF BAKERSFIELD INN, O4 SAWCUT AND REMOVE £XIS7ING CURB, GUTTER, SIDEWALK AND A.C. PAVING AS CONSMUC7101V SHALL BE MODIFlED BY THE CONTRACTOR 1501 TRUXTUN AVENUE CA~~F NECESSARY FOR CONSTRUC7ION OF NEW LANE REPAIR EXIS77NG MOW STRIP PER C.O.B. STD L-11 BAKERSFIELD, CA 93301 Nomw GOSFORD-3 Vomw GOSFORD-J Dn w,. NQF STU<>MALE IOGWAY STl EET AND AK31-IT TEARW LANE SHEET Na. Va: ROW n ear: N. EWER CITY OF BAKERSFIELD, CALIFORNIA PUBUC WORKS DEPAFMWSYr NO- t~ Off-09-02 05-09-02 5;Wod By Cb&i d Road to Town and Cour*y 9 0F' 17 mom .-N POLE SCHEDULE SIGNALS SIGNS o2 02 LDC. TANDARD VEHICLE g" w1 rv 07 ST wwc s : REMARKS Corr • • 26-4-80 12 SV-1-T STOCKDALE INSTALL NEW CONDUCTOR CABLE CURVE TABLE O (E)OSTING) y 40 LT-MAT-1-T HWY. SEE CONDUCTOR SCHEDULE f CURVE LENGH RADIUS TANGS DELTA S~1 I Cl 46.99 30.00 29.87 0-44; 1-A INSTALL NEW CONDUCTOR CABLE t i ® ( C2 62.76 100.00 5 7' ® (E)aSTING) TV-2-T SP-1-T 04 06 l~ SEE CONDUCTOR SCHEDULE 44 C 28-4-80 12 SVM-AgT SP-1-T 08 06 INSTALL NEW CONDUCTOR CABLE -0 O MOSTING) ; LT-MAT GOSFORD RD. SEE CONDUCTOR SCHEDULE - 04 O (EpSTA1NG) TV-2-T SP-1-T ~6 qS6 INSTALL NEW CONDUCTOR CABLE J SEE CONDUCTOR SCHEDULE E 29A-5-80 15 SV-1-T SP-1-T ~8 STOCKDALE INSTALL NEW CITY SUPPLIED POLE D I 03 O 55 LTy-IT HWY. CALTRANS 1999 04 ' I-A STOCKDALE HWY O (F(ISTING) TV-2-T: SP-1-T 08 O RELOCATE POLE AS SHOWN PER PLAN o CENTERLINE INTERSECTION M 4-80 12 SV-1 T SP_1-T S84 02 INSTALL NEW CONDUCTOR CABLE N N - W7 O (DOSTING) 40 LT-MAT GOSfORD RD. SEE CONDUCTOR SCHEDULE " I OF STOCKDALE HIGHWAY a0" I AND GOSFORD ROAD I STA. 141+ 50.39 O 1-A INSTALL NEW CONDUCTOR CABLE O WY. h (EXISTING) TV-2-T SP-1-T O2 04 SEE CONDUCTOR SCHEDULE O ^ j " N O 4 06 + + O " O Flo m0_:.}., INSTALL (4) CITY-FURNISHED CAMERAS ON THE LUMINA/RE MAST ARMS. ALL WRING SHALL ~ 0 BE FURNISHED BY THE CONTRACTOR AND SHALL BE INSTALLED INTERNAL TO THE SIGNAL _ Z X41 0l u POLES. LOCATE EACH CAMERA 3 FEET FROM THE CENTER OF THE LUMINA/RE. 714E WDE0 lV - )-Z - - - - - L't_ + -N 89.05'11" W ° LA. W AND POWER CABLE OPENINGS SHALL BE 4 FEET FROM THE CENTER OF 7HE LUMINA/RE. 06- AN Oc Q) SEE SPECIAL PROVISIONS TRAFFIC SIGNAL PLANS FOR THIS 1N7FRSEC77ON (FILE 3.2-179) _ m ~y IS AVAILABLE FOR RENEW AT THE CITY OF BAKERSFIELD/ PUBLIC WIVRKS DEPARTMENT 1501 TRUXTUN AVENUE/ 8 A.M. TO 5 P.M./ (661) 326-3724 _Q _ _ _ CONSTRUCTION NOTES O 1-94 08 5 O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD S-1. 05 O2 CONSTRUCT COMBINATTION TYPE SIDEWALK PER C 0 B STD S-3 _ 0) 06 TO MATCH EXISTING SIDEWALK O 1 e~ oe 05 0 CONSTRUCT HANDICAP RAMP PER C.O.B. STD S-41 CASE A 720 Ti 06 i O4 SAWCUT AND REMOVE EXISTING CURB, GUTTER, SIDEWALK AND A.C. PAVING AS " NECESSARY FOR CONSTRUCTION OF NEW LANE O O5 TREE Its BE REMOVED - SEE STOCKDALE HWY. TYPICAL © INSTALL NEW TREE (24' BOX) PER SPEaAL PROVISIONS AT LOCATION DIRECTED BY ENGINEER O SEC77ON ON SHEET 3 0 R9 © RELOCATE POLE AND SIGN PER COB STD T-1.9 L i` U ® MODIFY TRAFFIC SIGNAL AS PER PLAN, POLE SCHEDULE AND CONDUCTOR SCHEDULE ~ O• S S k I " ►\ao rn i rid I DETAIL SW GORVER O9 IRRIGATION FOR LANDSCAPING WTHIN CONSTRUCTION AREA OR DAMAGED BY SCALE: 1 "=20 ' e o I A SCALE. 1 =10 CONSTRUCTION SHALL BE MODIFIED BY THE CONTRACTOR + O A ® INTERCEPT EXISTING CONDUIT AND CONNECT NEW CONDUIT TO EXISTING CONDUIT -1- W Q TREE TABLE IRRIGATION PLANS FOR LANDSCAPING ARE AVAILABLE FOR RENEW T4 T4 U+ Q ( V MEE 1© REPAIR EXISTING MOW STRIP PER C.O.B. STD L-11 AT THE CITY OF BAKERSF/ELD/ PUBLIC WORKS DEPARTMENT 1501 1RUXTUN AVENUE/ 8 A.M. TO 5 P.M./ (661) 326-3724 m ©n j W (n Tl VALLEY OAK AD~I1lST WATER VALVE LID 70 GRADE 72 ITALIAN STONE PINE R T3 ITALIAN STONE PINE q I T4 VALLEY OAK (STS © n TS ITALIAN STONE PINE © ` 1 134SIS CV= ~Aft~1K~ 85 WW-OR ROAD 3 W~ 0 2 o a 7TH EAST SECTION LW OF SECRTCIV 5 T..70S,R. 27E. FRCIW THE SOUTHEAST SEC77ON CORNER 70 THEE 84 NORTHEAST SEC77OIN CORNER USED AS THE BASIS OF N N BEARING: BEARING - N 028'07.41 83 0 ~W '~Wy fi~C 82 m W XrXy caDPLANE 0.10' AND RfsuwAx w7H W WW ~ 0.10' TYPE W ASPHALT cownE7E m = co SCRIBED 7C • AT ME AIE RETURN OF GOSFORD ROAD ~ AM SRXKDALE HWY. BENCHMARK EIEVATTANm379.31 81 W N + qg 80 mh 79 78 IS s 0.203 s s a50z s s o.soz _I _ SCALE.- 1"-20" HORIZONTAL j SCALE.• 1"-20 VERTICAL CONDUCTOR SCHEDULE 77 CONDUIT SIZE - • 11.511.511.51 1 • - 76 rmmjrTm mi [^nI IT" L-I nun /AI u ci nun ie it nnnr-u r i.._._.._~ - t - OVU lr7 FLVYYLnv n FLvrrLnvc r/TL/r/Lr- OR 4 1 1 1 3 2 2 2 1 1 1 OR 140 141 142 OR 1 1 1 1 1 1 1 1 1 1 'e EUi 2 2 2 2 2 2 2 2 2 2 E Z . . REGIS ED CIVIL EN INFER W C 33710 EMP 4 1 1 3 2 2 2 1 1 1 POS bSL N N N E E E N N E E E E E E E E N N N N 75 4 1 1 1 3 2 2 2 1 1 1 * Exp. 6-30-02 CITY OF BAKERSFIELD 12 TOSCOPE P" 3 3 3 3 33 3 3 3 3 6 1501 TRUXTUN AVENUE TERCONNECT 2 2 CN~~F BAKERSFIELD, CA 93301 row CaRSFVRp-J Drmm: NGF STOCKDALE l *3WA Y SMSET H4D E?%WVG AND RIC*fT TL 4W LAALE SHEET NO. C/TY OF BAKERSFIELD, CALIFORNIA P(JLIC WOWS DePARMEW " N~& D-3 TyK= tR 05_09_02 c : TYKQJ2 sere N. f7QLER 05-09-02 Created By Gi0/Ibrd livid to Town and Cmr* y (8m W 10 OF 17 i i , ~1Yy. r . •'•i IWIiJdM4u-Ara 6F'W~"$`'- :.u,h..!;c,.e.. .r A~. n.>:ux.;':a..,,,,,#:3lk'ra.,e...h.~/:.: T q, -omm'",~ FACW YI .I WHITE LANE cc cic ~.SCALE. 10=40 0 2, Q; i I i !RIW fox) R 3 A4' O ® . o 1d+00 0 fl - - 11 - 12 - 13 - 14 - 15 15 16 17 18 19 W Z I' U I i I r I RG GOSFORD ROAD (t k ENTRANCE NEW HAVEN DRIVE sl 1 i l SCALE.• 1'=40' CANAL CROSSING PER li CALTRANS STANDARDS R/W RIW 21 22 23 24 25 2-+. 27 - 28 _ 29 30 _ 31 Z W J Z RIW Q .4t e ~I RIJ GOSFORD ROAD fMWELL b WELL LANE NOTES: ® THE A00" BEND RAMS SHALL BE 48'0 FOR COAlolpr. I E❑ AVSTALL PULL BOX (NO. 6) W7H EXTENSM Qj COMMIT SMALL BE INSTALLED WPM 9"ALK AREAS SVEWALK SHALL BE 2 O Q INSTALL PULL Box (NO. 5) w7H &Ymv TOW. REPLACED 7O THE NEARESr WAKENED MANE OR EXPANSION JOWT BEYOND THE AREA DAMAGED BY TRENO*VG OPERA 77OW. BOMM UNDER SADEWALK BEINEEN COADLNT AND PUL BOXES SMALL BE INSTALLED ONE OR MORE SEG WOV75 OF MEWALK PANELS IS ACCEPTABLE. IN AREAS WIERE [ AS SVONN ON 7HE PLANS THERE IS NO SA"ALK, CONDUIT S01ALL BE PLACED IN7MN 5.3 FEET OF THE BACK OF CURB. ' CONNECT #VMWONNIECT CABLES TO 7ERAmAL BLOa( 78-0 ON SLOE PANEL NO. 4 OF THE CONTROLLER CABINET AT EAC14 00 Q INSTALL AND CONNECT INM?CtaAIMECT CaMX#T AND CABLES OF RUN PER IN7ERCONVECT DETAIL 7ERA94AL BLOCKS NOT MOUGH STDE OF CONTROLLER CA01NLET USING EXTERNAL EXIS77NG IV OLDER M2 CAB TS SHALL BE PLIED BY THE CITY. I LB' CONI ECTOR. f; 0 0 Q MAXAIfLAU LENGTH OF CONDUIT BE711EEN PULL BOXES INSTALL GALVANIZED RIM STEEL Ca%IXNT PER CALMANS STANDARD 0 SHALL NOT EXCEED 400 FEET SPEL7EF7CA71CIVS 86-20.4 ON BRLDGE BARRIER. LOCATION 1O BE DIED ? BY CITY ENG#NEER. ,p © CONDUIT SHALL BE BROUGHT IN70 PULL BOXES PARALLEL TO THE EVS77NG SURFACE- (HORIZONTAL) 07 THE TOTAL ANaXAR BEND OF CONDUIT BE`TNEEN 10+00 • PULLBOXES SHALL NOT EXCEED 180 DEGREES. i i © AF CaWRACTOR REWOYES iXS7ANG HA/MOVCAP RAMP DLMVG f CONS7RUC71ON OPERA 7/ONS; ME RAW SHALL aE REPLACED W7H A /MEW RAW MEMO CURRENT ADA SPEMCA710NS NW & SW CORNERS AT W 417E LANE AND GOSFORD R0. ANSTAU NEW CONDWT ANTO EMS7WG PU JMX Q ESSi SCALE.• 1 0=20' REGISTERS CIVIL ENGINEER 9! C 33710 CONDUCTOR SCHEDULE CONDUCTOR NOTES: * Exp. 6-30-02 CONDUIT SZE 3.1 a 3.12012WIZW- 2m 2v 20 20. 2012012m 1. Conduits designated (N)ew or (E ist refer to conduits only, oll conductors shall be CONDUCTOR RUN AMC &&A[AALK?~ new except where noted oe (Ex.) CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE Gd~E (N)EW OR AST. E E E E E E E E E E N E E E BAKERSFIELD, CA 93301 9 AWG 12 PAIR 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Norms: Gas-AN7ER wn. Nay Traffic 84grW bterc+orvmwt kwte/a&)n on Goeford Road SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA I) PUBLIC WORKS D~ Job NCR ~ Na: 77KO32 Avow. N. FAOLER 11 OF 17 f ts: 05-09-02 05-09-02 Chsdcsd By M Lv~ to HbhW y . n.i r. ~LwSyJ l,w.N+.d.+ J S. LAUREL GLEN BLVD. k ~*c-, Nc ■ WOMEN,-- SCALE. • f =40' h 9 a b R/W R O « C F2-1 N o 33 - 34 35 +6 .1 - 37 _ 38 - 38 39 40 41 42 43 - - - - - - - + - W Z U ' I ~ l ' V R 0 t GOSFORD ROAD ct Fat Ca,DUIYS ®®®®®®®AA*Asmou aE "m uNDu BE BORED UNDER SIDEWALK OR ACROSS NEKY RESURFACED ROADWAYS ti J h z$ N ~ R~IW n" R O t O 2 N 45 46 47 48 49 50 51 51 52 753- 54 55 56 W 2 LAJ Z i R R1W .f ■ - ROAD ~ : ac I WESTWC LD DffVE SCALE.• 10=40 0 GOISFORD R I I 35- - ~3 /54 54 NOTES: r EO 7FII: AIEInNMUM BEND RADIUS SHALL BE 480/ FOR CAMVDUNT. D INSTALL PULL BOX (N0. B) WTH EX7E7NSION CONDUIT SNALL BE INSTALLED W7HIN SIDEWALK AREAS SIDEWALK SHALL BE i ❑2 INSTALL PULL BOX (NO. 5) INCH EXTENSION. REPLACED TO 7W NEAREST NEAKEAAED PLANE OR EXPANSION JOINT BEYOND 1HE AREA DAMAGED BY 7RENChWG OPERA 77ON. BORING UNDER SIDEWALK sEn*zm ❑3 CONDUIT AND PULLBOXES SMALL BE IVSTALLID ONE OR MORE SEGMEN7S OF SIDEWALK PANELS IS ACCEPTABIF AN AREAS WOW AS 57fONN ON INE PLANS THEW IS NO SIDEWALK. CONDUIT SHALL BE PLACED W7HW 5.5 FEET OF 7HE BACK OF CURB. ~ CONNECT #VT9?C0NINECT CABLES TO 7OWNAL BLOCK 78-0 ON i SIDE PANEL NO. 4 OF THE CON7ROLL£R CABINET AT EACH END Q INSTALL AND CONNECT ANIERCONINECT CONDUIT AND CABLES OF RUN PER AN7ERC0NNIECT DETAIL 7ERAINAL BLOCKS NOT VIROUGH SIDE OF C0017ROLLER CABINET USING EXTERNAL EXISANG IN OLDER M2 CABINETS SMALL BE SUPPLIED BY 7HE CITY. 1B' CONNECTOR. MAXIMUM LENGTH OF CONOIIT BE711EEN PULL BOXES SHALL NOT EXCEED 400 FEET it © CONDUIT SHALL BE SWUGHT INTO PULL BOXES PARALLEL TO ME EXISTING WRFAGE (HORIZONTAL). 9 0 9 1 TOTAL ANQXAR OF CQVWT BEfl1EDN ESSI PUL Ul1BOXES SHALL NOT T EXCEED 180 DEGREES ® IF CONTRAC70R REMOVES EXTSTANG HANDICAP RAMP DURING ,~4~-dtE C. Mpg ~c, 4ND GOSFORD CONSTRUCTION OPERA77ONS, ME RAAAQ SHALL BE REPLACED NE & SE CORNERS AT SO. LAURELGLEN AND GOSFORD NE & SE CORNERS A T W£STWOL.D AND GOSFORD OATH A NEW RAMP MEETING CURRENT ADA SPECA7CA77ONS REGISTERED CIVIL ENGINEER 'ay C 33710 CONDUCTOR SCHEDULE SCALE.- 1'=20' SCALE. 10=20' Q INSTALL NEW CONOUIT INTO EXISTING PUECLBOX * Exp. 8-30-02 CONDUCTOR RUN 1. Conduits designated (N)ew or (E xist refer to conduits only, aN conductors shall be ctors shill be CITY OF BAKERSFIELD r 1501 TRUXTUN AVENUE ~E (N)EW OR )G T. E N N N N N N E N N N new except where noted as (Ex . BAKERSFIELD, CA 93301 OF' ( P22 . . 12. . . . . . 1.5 CONDUCTOR NOTES: 9 AWG 12 PA1 1 1 1 1 1 2 2 1 1 1 FNe Name: GO= S-WER rome: 0.: IT KQ JNTER Drawn: l Traffic 547W Interconnect kWalation on Goeford Road SHEET NO. En ssr. NQF N. f1OLER a: CITY OF BAKERSFIELD, CALIFORNIA PL49L C WOWS DEPARMOVT No.: rrn te: OS-09-02 05-09-02 lChooked By. W1>rt~ LarM to Slbckd to HWMvy 12 OF 17 r.f~`°"'ku" - srt.~.....r...:,.v,..le..w.i.w awr,ss. ,::..u__~ Am a", -•:-.yy1~+.r.V.A~}s+~...'.~,a:.-. .it,: ~=__n.:~>!asy.•_?:,rt~h7Ki3a:l.%YE.:+..9e.ra :_:i~.:e ru.wS~Rset...~e,~r - 1i.' N. LAUI9ELGLEN fLW I 1 SCALE.• 1'=40' h h 9 t 2 - - LANDSCAPE RIGHT OF WAY - - in 2 ~ g b R/W - - R/W o ~o h p~ a a M® N® N 7 58 59 60 61 62 63 64 64 65 66 67 68 69 Z All Q .Q GOSFORD ROAD « CONDUITS ®®®®®d' ®SHALL ~ BARd7 UY1AOf1t SYDEWi1 LK QR AG7ti S70EWALK OR ACROSS NEWLY RESURFACED ROADWAYS I I JO' I $~ik P£ CHT OF WAY R 2 +c~~ 2 egg ~o ~ 00 q NJ{q 9 - 70 - 7}1 - 72 - 73 74 W 75 76 - - - - - 76 - 76 - 77 - 78 - 79 - 80 81 - - 2 Z I ti Q Q R/W - + R/W _ g ° m GOSF aOSFORD ROAD SCALE. 1=40' N OTES: NOTES: QO 7W ANNI" BEND RADIUS SHALL BE 48-0 FAR CONDUIT. _ p avsTAU PW i ] tvsTALL PULL BOX (Na 6) W17H EX7E sov. Q CONDUIT SHALL BE INSTALLED W7FfiN SIDEWALK AREAS SIDEWALK SHALL BE 02 INSTALL PULL INSTALL PULL BOX (NO. 5) WITH EX7ENVON. REPLACED TO 7ME NEAREST NEAKENED PLANE OR DPAN90N JOWT aEVOAV 7HE AREA DAMAGED BY TRENCHING OPERA770N. BORING UNDER SIDEWALK BE1NEEN 03 CONDUIT AM J ] CONDUIT AND PULLBO)IFS SHALL B£ INSTALLED ONE OR MORE SEGMENTS OF S7DEW4LK PANELS IS ACCEPTABLE. IN AREAS WOW AS SWNIV ON AS SHOWN ON 7HE PLANS THERE IS NO SIDEWALK, CONDUIT SHALL B£ PLACED WITHIN 15 FEET OF THE BAC( AF GYIRB. I ❑4 CONNECT bV1ER CONNECT /N7ERCAABIUE'CT CABLES TD IERMNVAL BLOC( 7B-0 ON SW PANEL NO SIDE PANEL NO. 4 OF 7NE CON7RO►lER CAMET AT EACH ENO Q INNSTALL AND 090ECT JNW? ONN£CT CONDUIT AND CABLES OF RUN PER hN OF RUN PER ov7ERCGINN£CT DETAIL 7E'RuNAL BLOCKS NOT "TROUGH SIDE OF 0ON7ROLLER CABINET USING EXTERNAL 66 67 EVS11NC NV 00 E)dSTNG NV OLDER M2 CAaW7S SHALL B£ SUPPLfED BY 7HE CTY. ?B' CONNECTOR. Q MAMO M LEMC MAmew LENGTH AF CONDUIT BETWEEN PULL Bows - - - - SHALL NOT EX SHALL NOT EXCEED 400 FEET i © CONDUIT SHALT CONDUIT SHALL BE &VaX HT NVTO PULL BOXES . ' PARALLEL rO PARALLEL 70 7H£ EVSTHVC SURFACE (HORIZONTAL). 07 ME WTAL AN THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PU MATS 94 PU L BOXES SHALL NOT EXCEED 180 DEGREES i I 08 IF CONIRACTO AF CONTRACTOR REWOYES EVS7WG HANDICAP RAMP DURING CONS7RUCnON CONS7RUC77ON OPERATIONS; 7NE RAMP SHALL BE REPLACED ` WTH A AIEW R WTH A NEW RAMP AAEE MG CIAWMT ADA SPECOCAAQMS 1' 90 WSTALL NEW C ] WSTALL NEW CaWT AM70 EVS71NG PUUBOX ESS/pu,_ CONDUCTOR SCHEDULE REGISTERED CIVIL ENGINEER W C'33710 2012 . . . . . CONDUIT SIZE 2012al2a. v-2m 2 2 CONDUCTOR NOTES: 'OYES. * Exp. 6-30-02 CONDUCTOR RUN AIA AM-M NORTH LAURELGLEN BL VD. AND GOSFORD RD. 1. CoNk/tv dsalgnotod (N)ow a d &Vnated (N)ow or (Q x t refer to conduits only, aN cormfixtore s1wN be CITY OF BAKERSFIELD ~r (N)EW OR IOST. N N N 0# E E E E N N N N now oxcdpt whom noted as >t where noted as (Ex). 1501 TRUXTUN AVENUE or CA1.~E~ 9 AWG 12 PAIR 1 1 1 2 2 2 1 1 1 1 1 1 1 SCALE.- 1"=20' BAKERSFIELD, CA 93301 IFF* Nano: GOSJI►V7ER 6: 7D4 wn: NW TraM~c 84grW Intercomect #Waftbo~n on G~ Oord Road SHEET NO. T1Kf(O32 ear. N.f70LER CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT No.: nK E: 05-09-02 05-09-02 Cocked BY WWO r_.ne to Stockd.ns WAMY 13 OF 17 11111111~~l Will MING AVENUE IUE ~14 T4 9 II h I b b - - b g PC&E VAUL T tE Wiffiff" 4904w h a 1. 12, At. Q) IN 1 t r' ° F21 Q) _ _ CeoeLr) _1f' 2 11 N IO 121 fDETML NO, e''-V'....`... f 1, ....r. LF) F7AX NO. 40 w- a) TTP O' 6 (606 ~7 SS F 2 83 84 85 86 87 88. ~4 to- r I Iv 91 92 93 13 94 + 9 ell I \WA W - - - - - - - - - - - - - - - - N7AT PAM FaEU `fTAQ a 6"' ww) (606 LF) END DETAIL N039 PROAD A L 39 BEDNV DETAIL A ■ GOSFORD I I I r r r T5 SCALE.• 17-40$ SEE SHEET 5 6% F- a r- ~2>< 9 SEE SHEET 7 .21 4'w ~hy AL Nd 39 S - ex+ae. .,.w 12' 2 L ug ~ - _ - - - rrI _ _ - 2 11 _ - 215 O - 4- %DErA# NO 91 TYY aF 3 11 ' I f i ' t NO. ✓DETA& N0. a (939 SS 6A 5 96 ~ 97 98 100 101- 102 11'- 11' (21S LF) 102 103 104 105 1, 4 luv I , r0.5' 107 I I I I I i LAJ 401 IA Na L 1f' DETAK Nab-B^~'~' J FL7 -3--- - - , END DETAIL NO 39 A. JO?+79.10 )AD BEpN DETAIL N0. J9A 9 GOSFORD 39 ROAD- Lij 1 9A C N . 39A Q I SCALE.• 1"--40* CAMINO DEL SUR CAM1W MEDA Lij GENERAL No Z) z NOTE& CONTRACTOR SHALL BE RESPONSIBLE FOR SET17NG TO NEW FINISH GRADE ALL EXS7ANG MONUMENT LIDS AND 1LNT. PADS SENER/STORM DRAIN MANHOLES aEANOUTSr ©p THE MOVIMUM BEND RADIUS SHALL BE 48.0 FOR CONDUIT. VALVE BOXES AND CONQRE7E PADS EFFECTED BY COLD 10 INSTALL PULL BOX (NO, 6) WTH EXTENSION ED CONDUIT SHALL BE INSTALLED NI7HIN SIDEWALK AREAS SIDEWALK SHALL 5 SIDEWALK SHALL BE PLAAAE AND/OR OVERLAY PROCESS. QZ INSTALL PULL BOX (N0. 5) WTH EXMVSION. REPLACED TD THE NEAREST NEAKENED PLANE OR EXPANSION JObVT BEY 2AN90N JOINT BEYOND THE AREA DAMAGED BY TRENCHING OPERATION. BORING UNDER SDEWAU IG UNDER SIDEWALK BE711EEN 1 CAL MANS CONDUIT AND PULLBOXES SHALL BE INSTALLED ONE OR MORE SEGHEN75 OF SIDEWALK PANELS IS ACCEPTABLE. IN AREA CEPTABLE. IN AREAS #HERf ALL ARDNG CONFORM D AX Y f99? 117MIN 5.5 FEET OF 7HE BAa( STANDDARD PLANS S DA TID .RIEL AS SHOMN ON THE PLANS THERE IS NO SIDEWALK, CONDUIT SHALL BE PLACED MI7HIN 5.5 FEET BF OF CURB. INSTALL FIRE HYDRANT MARKERS AS SHOWN D CONNECT JN7ERC01VNI=CT CABLES TO 7ERM/NAL BLOCK 78-0 ON OPTIONALLY, CONDUIT MAY BE PLACE ALONG UP OF GUTTER WIH ROCK ;UT7ER N7TH ROCK SAW SIDE PANEL NO. 4 OF THE CONTROLLER CABINET AT EACH END BP£RA 77oN NHERE ROADWAY MILL BE RECONSTRUCTED TO FALL DEPTH A 1 70 FEXL DEP7H AS SHOWN AN PLANS; CON7RACMR SHALL BE RESPONS119LE FOR REMOVAL OF RUN PER OVERCO NECT DETAIL. 7ERMINAL BLOCKS NOT PROWED THE 70TAL ANGULAR BEND BETNEEN PULLBOXES DOES NOT E7 E70S7MIG IN OLDER 332 CABIVE75 SHALL BE SUPPLED BY THE CITY. CONDUIT SHALL BE PLACED PRIOR TO FULL DEPTH RECONSMUC71ON OF IOXES DOES NOT EXCEED 180' CONS 7RUC71ON OF ROADWAY AND QF ALL EXISIANG MARKERS NI)HIN 11fAE RESURFACING FAN THE SIDEWALK AREA REGARDLESS OF PROJECT LAAAI7S PRIOR 70 7HE OVERLAY PROCES& THE PULLBOAFS -5HALL BE PLACED ONDUIT BENDS~ AND PL.ACEMENBEHIVD CURB IMIHIN THE SIDEWALK Q MAXMN LENG7H OF CONDUIT BfnIM PULL BOXES C SMALL NOT EXCEED 400 FEET RECONS7RUCT ROADWAY 70 ONE FOOT DEP7H ALL STRUCTURE'S REQLWM FRAMES AND rntxpC W7H 7M4T PPnFCT SNI11 AF CdVS7RUC7FD LL2 INSTALL AND CONNECT INMA'GLrVMG/ GIMWI/ ANA/ GAtAGJ PER COB sro s-e wHAL © CaMX#T SHALL BE BROUGHT INTO PULL BOXES 7HROUGH SIDE OF CONTROLLER CABINET USING EXTERNAL PARALLEL 70 THE EXIS7?NG SURFACE (HORIMML). 1B' CONNECTOR. COLDPLAW a20' Alm RESIUWACE wTH y 0.20' TYPE 'A' ASPHALT CONatE7E ~tOfESS/ 7TH rom ANM&M BEND OF COVD(AT BETKEN 03 AD.VSr MANHOLE TD GRADE PER Caa STD. S-7 PUECLBOXES SHALL NOr EXCEED 180 DEGREES © ADJUST s RY£Y MdNt mENr To GRADE PER COB. Sm s-29 D. S-29 0 AF CONTRACTOR REVOWS EXIST)NG HANDICAP RAMP DURING AD.VST WATER VALVE LID TO GRADE CONSTRUC770 N OPERATIONS` THE RAMP SHALL BE REPLACED FORM TO CALIRANS STAWARDS REGISTERED CIVIL ENGINEER C 33710 CONDUCTOR SCHEDULE INTH A NEW RAMP MEETING CURRENT ADA SPE(.1MA77ONS © ALL PAID wmr MAwms SHALL BE PAINTED TO CONFORM TO GALARAN, • ® OVSTALL NEW CaVMT ANTO EVS7kVG PUUBOX 07 INSTALL BATE LANE MARKINGS PER CO.B STD. aV DETAIL 91EET 2 CONDUIT SIZL__ CONDUCTOR RUN 'TAIL SHUT 2 * Exp. 8-30-02 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE (N)EW OR E IaST. N 717 E N N N N N E N BAKERSFIELD, CA 93301 9 AWG 12 PAIR 1 2 1 1 1 1 2 2 1 s Nomw GOS--SURF Noma GOS--SURF wn: Nc D ROAD T/ T SHEET NO. CITY OF BAKERSF/ELD, CAL/PORN/AUc wogs a~ARrnrr ~ N06: TYK Na: T1K eu: N. MER 14 OF 17 to. 03102 v: 4/*YJ/02 awcked By. k4hg Ammo to Mbekdlw HlghmY LANDSCAPE RIGHT OF WAY - - - h b - - n R/W R R 1175 F 2 2 J1' ~......r. ........rr rr- rr. rr .r +T.~- SJC..... ~.•-.e... .~~ff~ .1.~~t. +.ri. '.4+. `..r~ 'Ry`;wr..• --+r`......... ...w w..r. +i!~ ,~+r... 108 '109 110 tit 1112 1113 1114 114 115 116 117 ` 118 119 2 Z ff' ~ ~ ~ _._..._..e✓DIEW Na a--:~ Q " (Ina cF) 1 J' ~ 7 Q R Y L - - - END DETA L NO. 39 - - s; - - R 90AD ~A.N1 ~4+8K NO. 9A g GOSFORD ROAD \*6W 39A rk CALLS ESCADA SCALE.• 10=440" 'I cANDSCAPE RIGHT OF wAy N 58 SEE SHEET 8 on 9 "oor/ECR .21 pp k h IME IV Affi?M (a) AK NO. 3~8 _ J lYP) NO, RIOW `LL 12' - - Cy) LI R 11 ' (eye _ ►s-` - S5* _ 2 L ? L F L f 1 • 2 _ - - - - 111 - - - V31 - DETAIL -NO - (494iF) - _ t 1 ' I € 2) (E2d tf) - 120 121 122 T"~ °F a) 123 124 125 10 1~7 128 129 13 131 I - W 2 1 I 1 1~ fO• ! , p 1 1r' . I r J -~LF) 11 U J J AK Na d ~ 7499 VT 11 • r 1 f' ldJS if) Q - - - - - - - - - - - - - - - - - 7 i END DETAIL N0. J9 R/W BEL7N DETAN N0. 39A ROAD GOLSFORD ' 6B E CR I J N A Y SCALE.• 10=40' KROLL WAY COAL NOTE& CONTRACTOR SHALL BE RESPONSIBLE FAR SET7NVG 7th NEW FIAN-9q GRADE ALL EVS77NO MONUMENT LIDS AND PADS, SENER/STORM DRAIN MANHOLES, CLEANOUM Qp 7W MNWMUM BEND RADIUS SHALL BF 48.0 FOR CONDUIT PLANE AND/AR OVERLAY PROCESS. 10 INSTALL PULL BOX (NO. 6) W/7H EXTENSION. CONOLUIT SHALL BE INSTALLED WITHIN SIDEWALK AREAS SIDEWALK SHALL BE ION VALVE BOXES AND CONCRETE PADS EFFEC7W BY COLD DEWALK WALL BE Z ION JO WT T BET BEYOND 02 INSTALL PULL BOX (N0. S) NIIH EXTENSION. REPLACED TO THE NEAREST WEAKENED PLANE OR EXPANSION J0JNT A-YOND WD? SOCRALK BE7NEEN STANDARD PLANS DAZED d!/LY 1992 THE AREA DAMAGED BY 7REIVCIH/NG OPERA W N. BORING UNDER SIDEWALK BE ABLE. IN AREAS MHERE ALL SIRIPM/G Si/ALL CAAAFARM 10 CAL7RANS CONDUIT AND PULL& XES SHALL BE INSTALLED ONE OR MORE SEGMENTS OF SIDEWALK PAMMS IS ACCEPTABLE. IN AREAS WI V 15 FEET OF 1FIE BACK AS SHOW ON THE PLANS PIERE IS NO SIDEWALK. CO1%VUfT S}IALL BE PLACED W/7FNN 15 FEET OF THE OF CURS INSTALL fHPE HYQRANT MARKERS AS SFIONN El CONNECT INTERCONNECT CABLES TO TERMINAL BLOCK 78-0 ON OP77ONAUY, CONDUIT MAY BE PLACE ALONG LIP OF GUTTER WTH ROC( SAW ER N17H ROCK SAW CAN7RACTOR SHALL BE RESPONSOLE FAR REMOVAL FULL DEP1H AS SF/ONN IN PLANS OF ALL E7dSJHVG MARKERS N11HlN THE R£SUERFACING SIX PANEL NO. 4 OF THE CONTROLLER CABINET AT EACH END aigu7ON WHERE ROADWAY WILL BE RECONSTRUCTED TO FULL DEPTH AS S1 i DOES NOT EXCEED 180: OF RUN PER NVTERCONN£CT DETAIL TERMMUL BLOCKS NOT PRONDED THE TOTAL ANGULAR BEND BETNEEN PLUMES DOES NOT EXCEEEi E)QS7wG IN OLDER 332 CAiNNETS SHALL BE SUPPLIED BY THE CITY. CONDUIT SHALL BE PLACED PRIOR 70 HULL DEPTH RECONS7RUC71ON OF ROA+ SIRUCTIAN OF ROADWAY AND PROJECT LW7S PRIOR TO 7W OVERLAY PROCESS THE PULLBOXES SHALL BE PLACED BEHNMD CURB WI7HNV TH£ SOE•WALK AREA HE 51VOEWALK AREA REGARDLESS OF- ALL S7RUC7URES REWIRING FRAMES AND Q MA)OMIAWW LENGTH OF CONDUIT BETIIFEN PULL BOArS CONDUIT WPM AND OR PILACENENT SHALL NOT EXCEED 400 FEET ~ INSTALL AND CONNECT NV7ERCOMNECT COWT AND CABLES ES COVERS WTH 7HIS PROJECT SHALL BE CONS7RUC7ED PER COB STD S-8 7U&tWIr-u anc nc r nM7WW I FR rA NNFT USING FXIERNAL a ryWg7RUCT ROADWAY TO ONE Fool DEP7H © COND(Nr SHALL BE BROUGHT IN1o PULL BOXES ~ - PARALLEL To THE EMS77NG SURFACE (HORIZONTAL). IB' COIWMEC70R 07 THE rom ANGULAR BEND OF CONDUIT BET11E174 Q ADJUST MANHOLE To GRADE POP GaB: Sm. S-7 PULLBOXES SHALL NOT EXCEED 180 DEGREES ADjjsr SURVEY MONUMOVT 7o GRADE PER GO.B. Sm s-29 -29 CotDPLANE o.?o' AND RESURFACE N11H ago' TYPE `A' ASPHALT CQNCREIE QRpFESS/ Q IF CON7RACTOR REMOVES EXISRNG HANDICAP RAMP DURING 6 AOJJST WATER VALVE LAD 70 GRADE C0NS7RUC170N OpERA71ONSS THE RAMP SHALL BE REPLACED N17H A NEW RAMP MEE7ANG CURRENT ADA SpECAF7CAAONS © ALL PAwwwr MARKNVGs SHALL BE PAANTED TO Ca -oRM m CALTRANS s1 W 7V CALIRAHS STAWARDS SNEET 2 REGISTERED IV1L ENGINEER V C 33710 Q * Exp. e-30-02 CONDUCTOR SCHEDULE 9❑ NvsrAu NEw CONoua Nvm Evs7ING PULLBOX 07 wsr'u c m1KE LANE MARKINGS POR Gas Sm. ON DETAIL Sl%XrT 2 CITY OF BAKERSFIELD CONDUCTOR RUN 1501 TRUXTUN AVENUE OF' C~ h OR (E )AST. N N E N ME N 1 BAKERSFIELD, CA 93301 9 AWG 6 PAIR 1 1 1 1 1 Flo Nome: GOS-SURF M boos-stw wn: NW D ROAD T/ T SHEET NO. L: TiKaY2 - N• RDLER 15 OF 17 CITY OF BAKERSFIELD, CALIFORNIA SIC WORKS DEPAR7149VT Job No.: TIK032 Date: 4/13102 4/13102 Cfi~xee ey. A *W Av~srxm to 8bc~kdols HWM&Y 1 ~ ;r ~I - - 9i - 2 m N (212 LFJ 7 ' x I W77 77, ALK (.926 Lf) 11' ._-l`-.L EU N _ T927 LP - - - - - - - - - - - ; --,o' STA 141+60.65 132 133 134 135 136 137 131 138 11' ;p 141, W + OO V - 11 ' _ I _ (M Lj GORE ' DAFA &F) END DEW NO. 59 t)' "DETAIL NO. JD 1 BEGW DETAK N J A lid 1 +4.58 ■ 1 N 39A rGIOSFORD N0. J9A ROAD 1 7 JBA .48 ECR J9A SCALE: 1 40' REIIVA WAY CT. STOCKDALE HWY , ^tf) (D Q) VIGHWKA Y ~m STOCKDALE HIGH - - F-- Q O V) V i ZIA 6 5 4 3 2 2 1 0+00 I I I I I 0 a CONDUIT RUNS 59, 60, 61 &62 ARE NON-FEDERAL PAY ITEMS l It's r 12' -Now-- Li SCALE: 1 =40 ' - 12 F8 e -185 LF TYPOFJ) ARROW (R) ~ J) I - - A N0. XOB 77 I ~-.NS I 1 I _I~ Y S 'ON 1SA, N LL+O►! YLS SEE SHEET 9 GOSFORD ROAD QLE~ Wi0 CANMACTOIR SHALL BE RESPONSIBLE FAR SET77NG TO NEW FNWSH GRADE ALL EJOS7ING MONUMENT UDS AND PADS SER"IVORM DRAT/ MANHOL£$ GYEANOUM VALVE BOXES AND CONCRETE PADS EFFECTED BY COLD T Qg TRAFFIC STRIPES AND PAVEXNENT MARKINGS ON STOCKDALE HWY PLANE AND/AR OVERLAY PROCESS QO THE AQWIMUM BEND RADIUS SHALL BE 4800 FOR CONDUIT. SHALL BE 1HERMOPl.AS7)O 10 INSTALL PULL BOX (NO 6) WITH EXMV90N. 0 CONDUIT SMALL BE INSTALLED WITpW SEOEWALK AREAS SIDEWALK SHALL B SDEWALK SHALL BE ALL STRAFING SHALL CONFORM TO CAL7RANS Q INSTALL PULL BOX (NO. 5) IMTH EXTENSION. REPLACED TO THE NEAREST WEAKENED PLANE OR EXPANSION JOINT BEYOW NEON JOINT BEYOND STANDARD PLANS DATED JULY 1992 THE AREA DAMAGED BY TRENCHING OPERATION. BORING UNDER SIDEWALK 1 UNDER SDEWALK BEETHUN 03 PULLBOXE~ SHALL BE INSTALLED ONE OR MORE SEGMENTS OF SIDEWALK PANELS IS ACCEPTABLE. IN AREAS CONDUIT PTABLE. IN AREAS OHERE INSTALL FIRE HYDRANT MARKERS AS 5 HOI/N W 5.5 FEET OF 7HE BACK OWN AND D THE PLANS THERE IS NO SIDEWALK. CONDUIT SKULL BE PLACED WITHIN 5.5 FEET OF 71 CONTRACTOR SHALL BE RES'ANSSLE FOR REMOVAL OF am. O OMWCT INTERCONNECT CABLES TO TERMINAL BLOCK 79-0 ON OPTIONALL Y, CONVIVT MAY BE PLACE ALONG LIP OF GUTTER WITH ROCK S TIER INTH ROCK SAW L£-~~r OF ALL DOSTING MARKERS IM7Ff1EN 7HE RESURFACING SIDE PANEL NO. 4 OF THE CONTROLLER CABMIET AT EACH END OPERATION WHERE ROADWAY WILL BE RECONSTRUCTED TO FULL DEPTH AS 10 FULL DEPTH AS SHOWN IN PLANS PROJECT UMIIS PRIOR 70 7Hf OVERLAY PROCESS OF RUN PER INTERCONNECT DETAIL. TERMINAL BLOCKS NOT PROHDED THE TOTAL ANGULAR BEND BETWEEN PULLBOX£S DOES NOT EXCI ES DOES NOT EXCEED 190' EXISTING IN OLDER 332 CABINETS SHALL BE SUOPPtJW BY THE aTY. CONLKNT SHALL BE PLACED PRIOR To FULL DEPTH RECONSTRUCTION OF RC ) NSTRUCTION OF ROADWAY AND ALL S7RUC7IURES REOU IRWO FRAMES AND IHE SDEWALK AREA REGARDLESS OF COVERS W7H 7HIS PROJECT SHALL BE CONSTRUCTED THE PULLBOXES SHALL BE PLACED BEHIEND CURB WTHIN THE SIDEWALK AR MK u. VWI I" I L'AIrM AC mwvBT arTIIFF'N PI N I RnYF_S f7fWr JJT ®ENDS AND OR PLACEMENT. RECONSTRUCT ROADWAY TO ONE FOOT DEPTH PER COB S7D S-B SHALL NOT EXCEED 400 FEET 02 INSTALL AND CONNECT INTERCONNECT CONDUIT AND CABLES 6L.ES © CONDUIT SHALL BE MRWGIT INTO PULL BOSS THROUGH SIDE OF CONTROLLER CABINET USING EXTERNAL PARALLEL 70 THE EVS77NG SURFACE (HORIZONTAL). 7B' CONNECTOR. coLDPL.AIYE ago' AND REYmAcE wiN Z a2o' TYPE 'A' ASPHALT CONCRET 07 THE 70TAL ANG(&AR BEND OF CONDUIT BETNEEN D ADJUST MANHOLE 70 GRADE PER GO.B. STD. S-7 ~~ptFESS/p~,_ PULLBOXES SHALL NOT EXCEED 180 DEGREES © ADJUST SURVEY MONUMENT TO GRADE PER C.OB. STD. S-29 S-29 0. ® IF CONTRACTOR REMOVES EVS77NG HANDICAP RAW DURING 5 ADJUST WATER VALVE LID TO GRADE REGISTERED CIVIL ENGINEER W C 33710 Q CONDUCTOR SCHEDULE CONS7RUCTFON OPERA T/ON$ THE RAMP SHALL BE REPLACED MITH A NEW RAMP MEETING CURRENT ADA SPEaRCA77ONSS © ALL PAVEMENT MARKINGS SHALL BE PAINTED 70 CONFORM TO CAL TRANS XtM Its CAL 1RANS STANDARDS * Exp. 6-30-02 IL SHEET 2 CITY OF BAKERSFIELD WNN CONDUIT SIZE 201 CONDUCTOR RUN ® INSTALL NEW CONDUIT INTO EMS71NG PLV"X 07 INSTALL WE LANE MARKINGS PER C.O.B STD. ON DETAIL SHEET 2 (N)EW OR E LOST. N N N N E REwOVE EVS7WG CONFUC71NG TRAFFIC STRIPING AND PAVEMENT MARKING 'AV MENT MARKINGS 1501 TRUX TUN AVENUE OF CMAL%E BAKERSFIELD, CA 93301 19 AWG 6 PAIR 1 1 1 2 1 GDS-SURF Drawn: NGF ROAD RECOWMACTINTERCOMECT SHEET NO. 77KO32 Neer: N. FUD? 16 OF 17 CITY OF BAKERSFIELD, CALIFORNIA SIC WORKS DEPAR714EW b No.: "KOJ2 4113102 Q' /13 2 Qhsdrsd By. ~ LAWO to S+'kdm// f'~1W~y rAwt*-* e Noma GOS-SURF o I Ft 18, PHASES 1 AND 3 (SEE LEGEND) 26' i SCALE 1 40' Y , - PHASES 2 AND 4 (SEE L£GM) TYPICAL TRAFFIC CONTROL PHASING FOR rl MING AVENUE AND STOCKDALE HIGHWAY ~ K\F CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA77ONS PRIOR TO ANY PHASE OPERATIONS SCALE 10 40' fL STREET AND f OF CONSTRUCTION SOU TH BOUND NORTH BOUND PHASE 3 PHASE 4 2- 14' WIDTH & PHASE 2 PHASE 1 18' VARIES y LOCATION VARf£_ VARIES 18" SEE PLAN SCALE lm 40' tTS SEE STREET PLFOR PAVING LI005FOiRD ROAD CONSTRUCTION PHASING SEE PL ANS FOR L OCA TONS N. TS. J LEC,END ® PHASE 1 PHASE 2 PHASE 3  11t~cY~l\~Y7 ® PHASE 4 QROFEss/ UJ i1 D, ~Q/ Fyc TO BE CLOSE DURING PHASES 1 & 2 SCALE : 1 0 = 40' REGISTERED CIVIL ENGINEER ( C 33710 M <<<~~~<<<~d TO BE CLOSED DURING PHASES 3 do 4 * Exp.6-30-02 ~c <~<<< < << F TYPICAL TRAFFIC CONTROL PHASING FOR CITY OF BAKERSFIELD sr ~P STREETS INTERSECTING GOSFORD ROAD 1501 TRUX TUN AVENUE qTF OF CA~~F BAKERSFIELD, CA 93301 File Nome: COSFORD-3 Drc GOSFORO-3 Drown: NGF, S. LOWE GOSFORD ROAD RECONSTRUCT AND STREET IMPROVEMENTS ON MING AVENUE SHEE1 No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T1K032 Ent TIK032 Engineer: N. FIDLER Date: 05-09-02 Chi w. 5-09-02 Checked By. TRAFRC CONTROL PHASING PLAN 17 OF 17