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HomeMy WebLinkAbout6.1-1717 Record DrawingLIST OF DRAWINGS j o SHEET 7 TITLE SHEET SHEET 2-3 DETAILS SHEET/CROSS SECTIONS cI T Y O � RAKE i \ S SHEET 4-5 PAVEMENT RECONSTRUCTION ON WHITE LANE SHEET 6 WHITE LANE PHASING DETAILS SHEET 7-77 WHITE LANE PHASING PLAN DEPARTMENT OF PUBLIC WORKS PAVEMENT RECONSTRUCT/ON ON WHITE. LANE GOSFORD ROAD TO ASHE ROAD-FFY 2008/2009 CITY STANDARDS ST -1, ST -2, ST -7, ST -9, ST -12, ST -14, ST -21 STATE STANDARDS A20A, A20B, A20C, A20D, A24A, A24D, A24E, A88A CITY OF BaKERSFIELSAN FRANCISCO D o FEDERAL PROJECTNON STPL 5709 (146) FRESNO PROJECT L OCATION AMIN ME Rf i �' LA •Il� • �1 % w+ CONVENTIONAL SYMBOLS d9 - Q _ �4�� NOTE. = Q _ BAKE SFIELD _ AIBP RK THE CON TRA C TOR SHALL CON TA C T THE USA L OCA TOR ------------------------------------------------------------------- EASEMENT-----:::-:-:::---------------------------------------------------- EX/S T. CURB & GU T TER _i L SER VICE 1-800-642-2444, 48 HOURS PRIOR TO _ _-------------------_ RIGHT—OF— WAY EXIST. A.C. FLOWLINE f '° - - - - - - ----------------------------------- CEN TERL INE EX/ S T. EDGE OF PA VEMEN T EXCA VA TION. LL - RAILROAD TRACKS GUARD RAIL (� v�N v_ x CHAIN LINK FENCE IMPR0 VEMEN TS � fill UTILITY SYMBOLS 4 PROJECT LENGTH --- W EXIST WA TER LINE s EXIST SEWER LINE 4 1.0 MILES G EXIST GAS LINE SD EXIST STORM DRAIN -Z OH EXIST AERIAL E EXIST UNDERGROUND PANAMA LA E LINES POWER LINE Tv EXIST UNDERGROUND T EXIST UNDERGROUND TV CABLES PHONE LINE 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE L 0 CA TION MAP APPROVED BY_ -NOT TO SCALE h. M.H. F.H. FINAL PAYMANHOLE F/RE HYDRANT QUANTITIES RA M. ROJAS, R.C.E. 39800, EXPIRES 12-31-09 ATE _ PUBLIC WORKS DIRECTOR P.P. W.M. ROAD WA Y EXCA VA TION 20,873 CY QROFE l Nq -E POWER POLE O WATER METER TRAFFIC STRIPING, SOLID LINE (4) (PAINT) 288 LF ��o�o pEAN APPROVAL RECOMMENDED BY: (� W TRAFFIC STRIPING, DETAIL 9 (PAINT) 19,393 LF mo=o �2 z Z ® EXISTING MONUMENT WATER VALVE TRAFFIC STRIPING, DETAIL 21 (PAINT) 102 LF W ' m \ TRAFFIC STRIPING DETAIL 31 PAINT 246 LF C 46803, Exp. s -3o-09 TRAFFIC STRIPING, DETAIL 38 (PAINT) 2, 983 LF * * t'' ASSISTANT PUBLIC WORKS DIRECTOR ATE G.M. W 0 FUTURE MONUMENT ® GAS METER TRAFFIC STRIPING, DETAIL 39 (PAINT) 8,216 LF ���F C/V�� TRAFFIC STRIPING, DETAIL 39A (PAINT) 900 LF OF- TRAFFIC F TRAFFIC STRIPING, DETAIL 40 (PAINT) 467 LF S.L. G.V. , Lu STREET LIGHT GAS VALVE PEDESTRIAN CROSSWALK/STOP BAR (PAINT) 1,795 SQFT avl ENGINE R Iv SIGN ENGINEERING ATE PA VEMEN T MARKINGS (WHITE PAINT 1.1107 SFT \ Q w S TREE T LIGHT W/MAST ARM 4� BENCHMARK PA VEMEN T MARKERS, 'TYPE D' 15 EA W1 1 G G C �— A U TO SCOPE TRA FIC ENGINEER ATE CLEAN OUT � L PA VEMENT RECONSTRUCTION ON WHITE LANE NO Job No.: T9K110 C!2, MAILBOX © PRE—EMPTION DEV/CE File Path: K: \LDD-ENGINEERING\T9K110-RECON WHITE LN\dwg _ - OF GOSFORD ROAD TO ASHE ROAD FFY 2008/2009 1 File Name: T91<110 -RECON WHITE LN.dwg SHEE S M �� BIKE LANE WIDTHS— UNLESS NOTED OTHERWISE.'/ 5' WIDE AT CURB AND GUTTER 4' A T CURB ONLY 1. BEGIN DETAIL 39 AT ECR W/ PAVEMENT MARKING END DETAIL 39 AT BCR WHEN DETAIL 39A /S NOT SHOWN ON D1 A TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT M/D—ARC POINTS OF THE CURB RETURNS f END DETAIL 39A AT BCR INCLUDE DETAIL 39A ONLY WHERE \ SHOWN ON PLAN, OMIT DETAIL 39A I WHEN NOT SHOWN ON PLAN TERMINATE ALL LANE LINES ON 200' A LINE CONNECTING THE MID—ARC AL TERNATE LOCATION TO BE USED WHEN THE SIDEWALK EXTENDS FROM THE CURB TO THE PROPERTY LINE, PART/CULARL Y /N COMMERCIAL AREAS A MINIMUM OF 4' (1.2m) CLEARANCE /S REQUIRED FROM BACK OF SIDEWALK TO EDGE OF SIGN POST. I POINTS OF THE CURB RETURNS 7YP/C.4L TERMINATION OF LANE STRIPING AT INTERSECTIONS WITH NO STOP BARS TOP OF PIPE WITHIN I" BELOW TOP OF SIGN TYPE B.S.S. 2" (5.1cm) GALVANIZED STEEL PIPE AS PER AMERICAN FENCE CO. 6 2'0" 6" (150mm) BACK OF SIDEWALK t.: ,,.,..:.,...,.. ,,....,.;.:..,:.. 6"A4 0 (150mm x 6mm) ROD OR BOLT CAST INTO I I I I III 18 (450mm) CONCRETE u�— CLASS 18'FCC LJ / 8"(200mm) MIN WHEN PLACED IN EXIST/NG SIDEWALK, SIDEWALK SHALL BE CORE DRILLED. SIGN PANEL REFLECTIVITY GRADES STOP SIGNS & ALL OTHER ROADSIDE SIGNS -- HIGH INTENSITY GRADE ROD OR BOL T MOUNTING REQUIREMENTS DRILLED HOLE SIGN PANELS SHALL BE MOUNTED WITH HAWK/NS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL. SIGNS MOUNTED ON SIGNAL OR OTHER POLES SHALL BE ATTACHED W/TH STAINLESS STEEL THRU BOLT DETAIL STRAPS AND HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBL Y OR APPROVED EQUAL BY ENGINEER, HOLES NOT TO EXCEED 1/16" DIA. OF BOLT DIAMETER. TYPICAL SIGN POST DETAIL CITY OF BAKERSFIELD, CALIFORNIA q_ ■ 6" (PER MUTCD 2003 CALIFORNIA ■ °' SUPPLEMENT FIGURE 3B-102) I L FIRE HYDRANT oil TRAFFIC FLOW-- 1, MARKER PER LANE TRAFFIC FL 0W FIRE HYDRANT MARKER LOCATIONS EX/ S TING A C SURFA CE L I MI TS OF EXCA VA TION WILL VARY BETWEEN 0.62 ' FINISHED 1.0' TO 1.30' (TYP) EXPOSED CURB 1 J . 1 TYPE „A" A.C. TYPE "B " A. C. 0.35' EXI S TING CURB EXPOSURE 0.62' FINISHED NOT TO SCALE 0 EXI S TING AC SURFACE d/ TS OF EXCA VA TION SILL VARY BETWEEN '.0' TO 1.30' (TYP) EXISTING AC SURFACE LlMI TS OF EXCA VA TION WILL VARY BETWEEN 7.0' TO 7.30' (TYP) TYPE "A" A.C. TYPE "B" A.C. DETAIL A -FULL DEPTH MEDIAN ISLAND CURB DETAIL MEDIAN ISLAND CURB DETAIL N. T.S. ASSUMED EXISTING , TA CK- ON MEDIAN D. 62 FINISHED TYPE "A" A. C. FYPE "B " A. C. EXI S TING A C SURFA CE dl TS OF EXCA VA TION SILL VARY BETWEEN '.0' TO 7.30' (TYP) DETAIL B -TACK -ON MEDIAN ISLAND CURB DETAIL MEDIAN ISLAND CURB DETAIL N. T.S. File Name: WHITE LANE -RECO Drown: N.GREWAL PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N. GREWAL Date: 04-08-09 Checked By. TYPE "'A" A.C. 7-YPE "B " A. C. QRpF E S S ,��c•��0,0 pEAN • � O 'Gig � REGISTERED C ENGI EE c 4680 * Exp. 6-30 09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CAVIL p�� BAKERSFIELD, CA 93301 OF CAL REVISIONS No. DA TE DESCRIPTION 2 / / 3 / / X471 / / PAVEMENT RECONSTRUCTION ON WHITE LANE GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009—DETAIL SHEET 0 1 SHEE NO 2 O 71 2 t 3 NOT TO SCALE Z J i Z 2' - 0 W 1.75' O 2-5t N' 2.5' 4 Z PA VEMEN T MARKING (WHITE) J fl�I Lnl � Z o PA CEMENT MARKINGS (WHITE) PER STANDARD LQ LQ PLAN A24D VBIK Y DETAIL 39 Z LQ W z BIKE LANE PAVEMENT MARKING DETAIL NOT TO SCALE W i Y CITY OF BAKERSFIELD, CALIFORNIA q_ ■ 6" (PER MUTCD 2003 CALIFORNIA ■ °' SUPPLEMENT FIGURE 3B-102) I L FIRE HYDRANT oil TRAFFIC FLOW-- 1, MARKER PER LANE TRAFFIC FL 0W FIRE HYDRANT MARKER LOCATIONS EX/ S TING A C SURFA CE L I MI TS OF EXCA VA TION WILL VARY BETWEEN 0.62 ' FINISHED 1.0' TO 1.30' (TYP) EXPOSED CURB 1 J . 1 TYPE „A" A.C. TYPE "B " A. C. 0.35' EXI S TING CURB EXPOSURE 0.62' FINISHED NOT TO SCALE 0 EXI S TING AC SURFACE d/ TS OF EXCA VA TION SILL VARY BETWEEN '.0' TO 1.30' (TYP) EXISTING AC SURFACE LlMI TS OF EXCA VA TION WILL VARY BETWEEN 7.0' TO 7.30' (TYP) TYPE "A" A.C. TYPE "B" A.C. DETAIL A -FULL DEPTH MEDIAN ISLAND CURB DETAIL MEDIAN ISLAND CURB DETAIL N. T.S. ASSUMED EXISTING , TA CK- ON MEDIAN D. 62 FINISHED TYPE "A" A. C. FYPE "B " A. C. EXI S TING A C SURFA CE dl TS OF EXCA VA TION SILL VARY BETWEEN '.0' TO 7.30' (TYP) DETAIL B -TACK -ON MEDIAN ISLAND CURB DETAIL MEDIAN ISLAND CURB DETAIL N. T.S. File Name: WHITE LANE -RECO Drown: N.GREWAL PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N. GREWAL Date: 04-08-09 Checked By. TYPE "'A" A.C. 7-YPE "B " A. C. QRpF E S S ,��c•��0,0 pEAN • � O 'Gig � REGISTERED C ENGI EE c 4680 * Exp. 6-30 09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CAVIL p�� BAKERSFIELD, CA 93301 OF CAL REVISIONS No. DA TE DESCRIPTION 2 / / 3 / / X471 / / PAVEMENT RECONSTRUCTION ON WHITE LANE GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009—DETAIL SHEET 0 1 SHEE NO 2 O 71 2 t 3 F VARIES 2' — VARIES 2' — q S TREE T AND � OF CONSTRUCTION 45' 45' EXISTING AC SURFACE MED/AN W/D TH 0.20 TYPE "A " 1.0 1 — 1.30' L lMl TS VA RIES (4 '— 18') A. C. 0 VERL A Y OF EXCA VA TION (T YP) STRAIGHT SEE PLAN S TRA IGH T GRADE--- -- GRADE v. � I I I L � L-1 L- l /L �J A. C. 0 VERL A Y SHEf T 2 0.80' TYPE "B" 0.80' TYPE "B" A. C. A.C. j SEE S TREE T PLANS CURB Pc GUT TER ( T YP) FOR PA VI NG L IMI TS EXIS T/NG CURB 8c GUT TER WHITE LANE CROSS SECTION STA 20+7377 to STA 32+00.00 & 63+25.00 to 72+25.00 N. T. S. F F VARIES 2' EXISTING A C SURFA CE 1.0' — 1.30' L /Ml TS OF EXCA VA TION (T YP) rT s q S TREE T AND � OF CONSTRUCTION 45' EXISTING AC SURFACE 1.0'— 1.30' LIMITS OF EXCA VA TION (T YP) STRAIGHT 45' 0.20' TYPE "A " A. C. O VERL A Y U`C. / I i I L_ u 1 0.80' TYPE "B" A. C. —� A . SEE S TREE T PL A NS L /\I J / / 1 (T YP11 FOR PA V/NG L IMI TS EXISTING CURB -Pc GUT TER WHITE LANE CROSS SECTION STA 32+00.00 — STA 63+25.00 N. T S. F VARIES 2' EXISTING AC SURFACE 1.0' — 1.30' L/M/TS OF EXCA VA TION (T YP) QRpFESS/p DEAN t w e �' m REGIST RED �lJ NGINEER C 46803 * Exp. 6-30- 9 CITY OF BAKERSFIELD s� �Q 1501 TRUXTUN AVENUE 9TF cjvj\- �� BAKERSFIELD, CA 93301 OF CA0 REVISIONS No. DA TE I DESCRIP TION V � P File Name. WHITE LANE -RECO Drawn: N. GREWAL PAVEMENT RECONSTRUCTION ON WHITE LANE SHEET No, CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N.GREWAL Date: 04-08-09 lChecked By. GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009—CROSS SECTIONS 3 OF I I 0 1 2 3 #' tLd kij � LIMI rs o PAVING PEI CD o TI4� l 4 0 LF t \ 0 j r� 0 44.._ LEGEND FULL DEPTH RECONSTRUCTION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF RECONSTRUCTION ON WHITE LANE SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. COLDPLANE IN AREAS INDICATED H+H+HON THE PLANS. �U1 CONSTRUCT ACCESS RAMPS AS INDICATED ON THE PLANS. SEE NOTE � �" . `' '•i`" ;t. 4 IN THE "CONSTRUCTION NOTES'. O� _.a..�..:.n�:i//1 %�y-�,� /.Wim ►/f �er. � © I A � 24+1 SYMBOLS INSTALL 6' X 50' TYPE "C" LOOP QINSTALL TYPE "E" LOOP ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S -29 1.H. ADJUST MANHOLE u FRAME AND COVER PER C.O.B. DRAWING S-7 V. WATER VALVE TO BE ADJUSTED BY OTHERS G.rl V GAS VALVE TO BE ADJUSTED BY OTHERS TE L -1 25+00 - - CONSTRUCTION NOTES: STRIPING NOTES: of INSTALL I' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O INSTALL TYPE IV ARROWS O3 INSTALL "BIKE LANE" AND ARROW MARKINGS. O4 INSTALL DETAIL 9 (PAINT) O5 INSTALL DETAIL 21 (PAINT) O INSTALL DETAIL 3I (PAINT) 07 INSTALL DETAIL 38 (PAINT) O INSTALL DETAIL 39 (PAINT) 09 INSTALL SOLID STRIPE (PAINT) 10 INSTALL DETAIL 39A (PAINT) GINSTALL DETAIL 40 (PAINT) #' tLd kij � LIMI rs o PAVING PEI CD o TI4� l 4 0 LF t \ 0 j r� 0 44.._ LEGEND FULL DEPTH RECONSTRUCTION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF RECONSTRUCTION ON WHITE LANE SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. COLDPLANE IN AREAS INDICATED H+H+HON THE PLANS. �U1 CONSTRUCT ACCESS RAMPS AS INDICATED ON THE PLANS. SEE NOTE � �" . `' '•i`" ;t. 4 IN THE "CONSTRUCTION NOTES'. O� _.a..�..:.n�:i//1 %�y-�,� /.Wim ►/f �er. � © I A � 24+1 SYMBOLS INSTALL 6' X 50' TYPE "C" LOOP QINSTALL TYPE "E" LOOP ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S -29 1.H. ADJUST MANHOLE u FRAME AND COVER PER C.O.B. DRAWING S-7 V. WATER VALVE TO BE ADJUSTED BY OTHERS G.rl V GAS VALVE TO BE ADJUSTED BY OTHERS TE L -1 25+00 - - CONSTRUCTION NOTES: ❑1 MANHOLE TO BE ADJUSTED BY OTHERS © CONTRACTOR SHALL INCORPORATE THE INFORMATION r2 INSTALL FIRE HYDRANT MARKERS ON THE PHASING PLAN INTO THE TRAFFIC CONTROL AND DETOUR PLANS SUBMITTED FOR REVIEW AND AS SHOWN ON PLANS. ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC E ALL EXISTING MONUMENT LIDS, MANHOLES, ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM CLEANOUTS, VALVE BOXES AND CONCRETE WITH THE CURRENT 'VUTCD" PADS EFFECTED BY FULL DEPTH RECONSTRUCTION Fj CONTRACTOR'S LIMI TS OF PA VING OPERA TIONS A T THE SHALL BE LOWERED TO NEW FINISH GRADE. INTERSECTION OF WHITE LANE AND GOSFORD ROAD n4 CONSTRUCT ACCESS RAMPS & ADJACENT CURB SHALL EXTEND TO THE LANE LINE BETWEEN THE NUMBER & GUTTER PER CAL TRANS STANDARD PLAN A88A, 2 & 3 LANES ON SOUTHBOUND GOSFORD ROAD. CASE A. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICATIONS 73-1.06 ® CONTRACTOR'S LIMI TS OF PA VING OPERA TIONS A T THE a TYPE E LOOPS SHALL BE PLACED 405' BACK OF INTERSECTION OF WHITE LANE AND ASHE ROAD SHALL BEA 5' TYPICAL AROUND THE CURB RETURNS LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FLOWUNE SHALL BE A MINIMUM OF 1.5 " BEL OW THE SURFACE OF THE PA VING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE J LANES TYPE C LOOPS SHALL BE PLACED 6' FROM CROSSWALK AS INDICA TED ON THE PLANS w 381 LF 4 637 LF L0 / 1r Z // 7 N 18 SQFr I DRIVE Y -- G _ 4 I I— D l I/E A Y o 8 562 LF 4 577 LF 4 677 LF � 0 7 12 LF I GENERAL NOTES _ 1 ALL UTILITY LOCATIONS SHOWN ARE `APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS U TIL I T Y COMPANIES. FINAL RESPONSIBIL I T Y FOR L OCA TING U TIL I TIES IN THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. 8 508 LF 4 1202 LF 4 1202 L F CANAL R/W ry w Li z z w 0 0 Y CITY OF BAKERSFIELD, CALIFORNIA 637 LF BAG LA E LIMITS OF 4 590 LF 24 5QF 1 PAVING OPERATION 8 514 LF 4 590 LF 3 18 SOFT 14 9 22 LF 10 100 LF 6 1246 LF _ - c - File Nome: T9K110-RECON WHITE L N Drawn: N.GRE WAL PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N. GREWAL Dote: 04-08-2009 Checked By T2s -74 18 SOFT, NA '2 64- QRpFESSI Nq pEAN `F l W � 0 REGISTERED ENGINEER C 4680 Exp. 6-3 09 Cl TY OF BAKERSFIELD �Q 1501 TRUXTUN A VENUE qTF C��I� BAKERSFIELD, CA 93301 OF CAS F REVISIONS No. DA TE DESCR/P TION 1 / / j2T 3 Q 0 MOWAMI ���-- "' Im UN OVA WH TE Rl I/EWA Y 4 305 LF 4 305 LF �. G b305 LF IZ1600 SCALE: I "=40' LANE r DRI VEWA Y " c c G PA VEMENT RECONSTRUCTION ON WHITE LANE GOSFORD ROAD TO ASHE ROAD-FFY 2008/2009 CONSTRUCTION PLANS 0 -l7 SHEE C NO. 4 0 11 1'' 2"t : 3 + L --LIWIT5 OF P VIA G OPERA TION 0 z J w CANAL R /W 0 w 0 i 4 527 LF 4 527 LF BRIDGE APPROACH \SLAB T V '� BRIDGE DECK \ (D 7 11 LF - - 1 4 I-1---14 4 4� 0-\/ 1-4 -Z:f -F f -1=T-4 4 Irl-�-rTr_rl ��T� z LSI I_ J -1 L I-II ..r. "I..'_l� z Z r--I-rrrl_-I�Tr T - 0 LLIJ E ISI LlLLJ UDk- -----� - -----��-, GENERAL NOTES _ 1 ALL UTILITY LOCATIONS SHOWN ARE `APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS U TIL I T Y COMPANIES. FINAL RESPONSIBIL I T Y FOR L OCA TING U TIL I TIES IN THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. 8 508 LF 4 1202 LF 4 1202 L F CANAL R/W ry w Li z z w 0 0 Y CITY OF BAKERSFIELD, CALIFORNIA 637 LF BAG LA E LIMITS OF 4 590 LF 24 5QF 1 PAVING OPERATION 8 514 LF 4 590 LF 3 18 SOFT 14 9 22 LF 10 100 LF 6 1246 LF _ - c - File Nome: T9K110-RECON WHITE L N Drawn: N.GRE WAL PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N. GREWAL Dote: 04-08-2009 Checked By T2s -74 18 SOFT, NA '2 64- QRpFESSI Nq pEAN `F l W � 0 REGISTERED ENGINEER C 4680 Exp. 6-3 09 Cl TY OF BAKERSFIELD �Q 1501 TRUXTUN A VENUE qTF C��I� BAKERSFIELD, CA 93301 OF CAS F REVISIONS No. DA TE DESCR/P TION 1 / / j2T 3 Q 0 MOWAMI ���-- "' Im UN OVA WH TE Rl I/EWA Y 4 305 LF 4 305 LF �. G b305 LF IZ1600 SCALE: I "=40' LANE r DRI VEWA Y " c c G PA VEMENT RECONSTRUCTION ON WHITE LANE GOSFORD ROAD TO ASHE ROAD-FFY 2008/2009 CONSTRUCTION PLANS 0 -l7 SHEE C NO. 4 0 11 1'' 2"t : 3 L0 0 0 Ln 0 o - 7 51711 n Ln N 0 N 0 0 __- 0 (N -- ' J Ln 'L ai 0 Q W T 10 0 5 �7 0 z J W _ z 0 C) W J w _ z 0 C) w m 0 rn F - z Fy III w z 0 z w I D D J / WR STATION: 67+41.96 R��'lN TE?dAICIT!(lAl CITY OF BAKERSFIELD, CALIFORNIA STATION: 70+41.96 Q N M STRIPING NOTES 01 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O INSTALL TYPE IV ARROWS O INSTALL "BIKE LANE" AND .ARROW MARKINGS. O INSTALL DETAIL 9 (PAINT) OINSTALL ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM DETAIL 21 (PAINT) OINSTALL WITH THE CURRENT 'VUTCD" DETAIL 31 (PAINT) O7 INSTALL DETAIL 38 (PAINT) INSTALL DETAIL 39 (PAINT) O9 INSTALL SOLID STRIPE (PAINT) 10 INSTALL DETAIL 39A (PAINT) 11 INSTALL DETAIL 40 (PAINT) CAL TRANS STANDARD SPECIFICATIONS 73-1.06 CITY OF BAKERSFIELD, CALIFORNIA STATION: 70+41.96 Q N PUBLIC WORKS DEPARTMENT File Nome: T9K110-RECON WHITE LN Drawn: N.GREWAL Job No.: T9K 110 En gin eer: N. GREWAL Date: 04-08-2009 Checked By. 15 . SQFT RA TIONU W 0 n-- 7,' ` n II 0 i n lb('-I,D 40Ss 7 LEGEND REGIS TERE QRpFESS/p OF -AN R F ENGINE R C 46803 * Exp. 6-30- 9 Cl TY OF BAKERSFIELD s��' 1501 TRUX TUN AVENUE _x CIVIL BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE I DESCRIP TION SOFT ; IMI TS OF[� 4 III1 LOUSVLLE DR GENERAL NO TES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPL IED B Y THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR L OCA TING U TIL I TIES IN THE FIEL D IS THE CONTRACTOR'S 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED MAY 2006. FULL DEPTH RECONSTRUCTION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF RECONSTRUCTION ON WHITE LANE SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. COLDPLANE IN AREAS INDICATED I-[+H+N ON THE PLANS. 1177110 1 F-1 I CONSTRUCT ACCESS RAMPS AS INDICATED ON THE PLANS. SEE NOTE 4 IN THE "CONSTRUCTION NOTES". SYMBOLS INSTALL 6' x 50' TYPE "C" LOOP QINSTALL TYPE "E" LOOP a ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29 H. ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 V. WATER VALVE TO BE ADJUSTED BY OTHERS G.V. GAS VALVE TO BE ® ADJUSTED BY OTHERS PAVEMENT RECONSTRUCTION ON WHITE LANE GOSFORD ROAD TO ASHE ROAD-FFY 2008/2009= PLANS G L�J�J SCALE: 7 "= 40' I SHEET NO. 5OF11 r M MANHOLE TO BE ADJUSTED BY OTHERS © CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL ❑2 INSTALL FIRE HYDRANT MARKERS AND DETOUR PLANS SUBMITTED FOR REVIEW AND AS SHOWN ON PLANS ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC 3 ALL EXISTING MONUMENT UDS, MANHOLES, ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM CLEANOUTS VALVE BOXES AND CONCRETE WITH THE CURRENT 'VUTCD" PADS EFFECTED BY FULL DEPTH RECONSTRUCTION a CONTRACTOR'S LIMI TS OF PA VING OPERA TIONS A T THE SHALL BE LOWERED TO NEW FINISH GRADE. INTERSECTION OF WHITE LANE AND GOSFORD ROAD 4 CONSTRUCT ACCESS RAMPS &ADJACENT CURB SHALL EXTEND TO THE LANE LINE BETWEEN THE NUMBER & GUTTER PER CAL TRANS STANDARD PLAN A88A, 2 & 3 LANES ON SOUTHBOUND GOSFORD ROAD. CASE A. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICATIONS 73-1.06 ® CONTRACTOR'S LIMI TS OF PA VING OPERA TIONS A T THE 5 TYPE EELO PS HA PA 4 0 SHALL 8E PLACED 05 BACK OF INTERSECTION F WHIT AN 0 E LANE AND ASHE ROAD SHALL BEA 5 TYPICAL AROUND THE CURB RETURNS. LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FLOWUNE SHALL BE A MINIMUM OF 1.5 " BELOW THE SURFACE OF THE PA VING DETECTOR LOOPS SHALL BE CENTERED N T D HEIR RESPECTIVE LANES. TYPE C LOOPS SHALL BE PLACED_ 6' FROM CROSSWALK AS INDICATED ON THE PLANS PUBLIC WORKS DEPARTMENT File Nome: T9K110-RECON WHITE LN Drawn: N.GREWAL Job No.: T9K 110 En gin eer: N. GREWAL Date: 04-08-2009 Checked By. 15 . SQFT RA TIONU W 0 n-- 7,' ` n II 0 i n lb('-I,D 40Ss 7 LEGEND REGIS TERE QRpFESS/p OF -AN R F ENGINE R C 46803 * Exp. 6-30- 9 Cl TY OF BAKERSFIELD s��' 1501 TRUX TUN AVENUE _x CIVIL BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE I DESCRIP TION SOFT ; IMI TS OF[� 4 III1 LOUSVLLE DR GENERAL NO TES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPL IED B Y THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR L OCA TING U TIL I TIES IN THE FIEL D IS THE CONTRACTOR'S 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED MAY 2006. FULL DEPTH RECONSTRUCTION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF RECONSTRUCTION ON WHITE LANE SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. COLDPLANE IN AREAS INDICATED I-[+H+N ON THE PLANS. 1177110 1 F-1 I CONSTRUCT ACCESS RAMPS AS INDICATED ON THE PLANS. SEE NOTE 4 IN THE "CONSTRUCTION NOTES". SYMBOLS INSTALL 6' x 50' TYPE "C" LOOP QINSTALL TYPE "E" LOOP a ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29 H. ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 V. WATER VALVE TO BE ADJUSTED BY OTHERS G.V. GAS VALVE TO BE ® ADJUSTED BY OTHERS PAVEMENT RECONSTRUCTION ON WHITE LANE GOSFORD ROAD TO ASHE ROAD-FFY 2008/2009= PLANS G L�J�J SCALE: 7 "= 40' I SHEET NO. 5OF11 r STREET AND � OF CONSTRUCTION F VARIES WESTBOUND PHASE 3 18' PHASE 4 VARIES 2'-14' WIDTH & LOCATIONS VAS SEE PLAN VARIES EAST BOUND PHASE 2 PHASE 1 VARIES 18' 12' Min. CHANNELIZING DEV/C£ F SEE STREET PLANS FOR PAVING LIMITS WHITE LANE CONSTRUCTION PHASING SEE PLANS FOR L OCA TIONS NO T TO SCAL E PHASE No. I F STREET AND OF CONSTRUCTION VARIESWESTBOUND PHASE 3 t PHASE 4 I 18' VARIES 2'-14' WIDTH & 12' Min . L OCA TI VA RIE SEE PLAN �CHANNELIZING DEWCE SEE STREET PLANS FOR PA V/NG LIMITS VARIES EAST BOUND PHASE 2 VARIES PHASE 1 18' WHITE LANE CONS TR UC TION PHASING F SEE PL ANS FOR L OCA TIONS NO T TO SCAL E PHASE No.3 12' MINIMUM TRA VEL LANE EXISTING No. 1 LANE PHASE No. 1 & 3 S TA GGERED PA VEMENT S TA GING NOT TO SCALE j STREET AND j OF CONSTRUCTION F VARIES VARIES F WESTBOUND EAST BOUND PHASE 2 PHASE 1 VARIES 18' 2'-14' WID TH & PHASE 3 PHASE 4 L OCA TIONS VARIES 18' VARIES SEE PLAN CHANNELIZING DEVICE SEE STREET PLANS FOR PAVING LIMITS WHITE LANE CONS TR UC TION PHASING SEE PLANS FOR LOCA TIONS PHASE No.2 F STREET AND � OF CONSTRUCTION VARIES WESTBOUND PHASE 3 PHASE 4 18' VARIES 2'-14' �lD TH & 12' Min . LCA TONS VARIE SEE PLAN CHANNELIZING DEVICE -7 . SEE STREET PLANS FOR PAVING LIMITS VARIES EAST BOUND PHASE 2 VARIES NOT TO SCALE PHASE 1 18' WHITE LANE CONSTRUCTION PHASING F SEE PL ANS FOR L OCA TIONS NOT TO SCALE FINAL 0.20' PA VEMEN T LIFT- WID TH VARIES PA VEMEN T JOIN TS SHAL L BE ON L ANE LINES FINAL PA VEMENT STAGE NOT TO SCALE PHASE No.4 12' MINIMUM TRA VEL LANE FOUR TH 0.20' LIFT - WID TH VARIES THIRD 0.20' LIFT - WIDTH VARIES SECOND 0.20' LIFT - WIDTH VARIES FIRST 0.20' LIFT - WID TH VARIES PHASE No. 2 & 4 STAGGERED PAVEMENT STAGING NOT TO SCALE QRpFESS/p DEAN co REGISTERED l V/ ENGINEER C 46803 70 * Exp. 6-30 9 CITY OF BAKERSFIELD 9501 TRUXTUN AVENUE qTF clv\\' BAKERSFIELD, CA 93301 OF CA\-�F REVISIONS No. DA TE DESCR/P TION 1 / / 2 / / X471 / / File Name: WHITE LANE—RECO Drawn: N. GREWAL CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N. GRE WAL PAVEMENT RECONSTRUCTION ON WHITE LANE SHEE N0. Date: 04-08-09 Checked By. GOSFORD ROAD TO ASHE ROAD-FFY 2008/2009 PHASING DETAILS 6 0 11 0 1 2 L 3 J a W Iz CD Iz z m 0 w O L O m z J w z O U w Iy i 0 V Z J w -17 z 0 w m 0 rn / z ry w w z 0 z w I D J / OR - y Iy I --- U 0 Q n-*, H I L A �TE — — — — — — -- — _ n-- -?t0-0— ___ ?.?400 24+00 ?s+0p LL -- --- --- — --- , --__—_2 Cn i-- o — — .................... _ _ Q ....:�. t 0 II � F2-1 Cr NAl'pl 5 u� i QRpFESS/ N <Z c O pEAN F� REGISTERED NG/N E C 4680 * Exp. 6-30 09 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF cm� BAKERSFIELD, CA 93301 OF CA�� REVISIONS No. DATE DESCRIP TION SCALE: 1 "= 6 ' 2 / / BAGS LA 4E111 4 0 -- I 0 LILY DR O *00 _ J6! X-1oo O J9 Go 0 0+00 +00— z - r'8t'� v- U 75 1 0 0 -- I J —- 1.00— W ,- _--not_ — _ I _t I- I - I- U — --- - EXIC LI DR 7 I 0 Ln CITY OF BAKERSFIELD, CALIFORNIA I I SHELBY LOOP LOUISVILLE DR 0 60 — -- 634100 65+00 r U Q a PHASING LEGEND .TRAFFIC CONTROL PHASING NOTES: 1a ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN, CONTRACTOR SHALL COMPLY WITH THE CURRENT "MUTCD". 2� CONTRACTOR SHALL AL TERNATE THE CLOSURE OF THESE DRIVEWAY ENTRANCES DURING THE CONTRUCTION OF EACH RESPECTIVE PHASE; 03 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS. ® CONTRACTOR SHALL USE APPROPRIATE SIG/VAGE FROM THE CURRENT "MUTCD " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECT/ONS WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES 551 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT, ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. File Name- T9KI10-RECON WHITE N Drawn: N.GREWAL PUBLIC WORKS DEPARTMENT Job No.: T9K120 Engineer: N. GREWAL Date: Apr. 11, 09 Checked By V�-*- PHAS/NG PLAN—PHASE 1 PAVEMENT RECONSTRUCTION ON WH/TE LANE GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009 PHASING PLAN r SHEE T 0. 7 OF 9 0 2 3 PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 5 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 2 CONSTRUCTION I IPHASE 4 CONSTRUCTION AREAS PHASE TO BE CLOSED DURING EACH OF THE PROJECT AS SHOWN RESPECTIVE ON THE PLANS. .TRAFFIC CONTROL PHASING NOTES: 1a ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN, CONTRACTOR SHALL COMPLY WITH THE CURRENT "MUTCD". 2� CONTRACTOR SHALL AL TERNATE THE CLOSURE OF THESE DRIVEWAY ENTRANCES DURING THE CONTRUCTION OF EACH RESPECTIVE PHASE; 03 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS. ® CONTRACTOR SHALL USE APPROPRIATE SIG/VAGE FROM THE CURRENT "MUTCD " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECT/ONS WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES 551 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT, ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. File Name- T9KI10-RECON WHITE N Drawn: N.GREWAL PUBLIC WORKS DEPARTMENT Job No.: T9K120 Engineer: N. GREWAL Date: Apr. 11, 09 Checked By V�-*- PHAS/NG PLAN—PHASE 1 PAVEMENT RECONSTRUCTION ON WH/TE LANE GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009 PHASING PLAN r SHEE T 0. 7 OF 9 0 2 3 Q w ry 0 IZ 0 a z m 0 w O J LO O _ z w z O U Li Ir O Y t- z J Li I- _ z O w 0 rn c� z ry W Li z 0 z w I 0 0 / 04 y1 7 0 if0 0 Ir I E LANT 2.1+00 24+00 25+00 .. -•_ -- Q u O O- T -- W U XIC LI DRl 4) - ---------------------------- - - - - - - F WMWAMMA mill ON IN QRpFESS/O 'DF -AN 77 REGIS TE ED C/ GIN ER C 46803 * Exp, 6-30- 9 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF �1V�� BAKERSFIELD, CA 93,301 CA_\F REVISIONS No. DA TE DESCRIPTION SCALE: 1 "=60' 271 / / Mrjj� I� O LILY DR O O - - - - - Ln r5 — — — _ — — — — W Z F-- ......... :::::.:::.::..:................ ::.::....... ..:: SHELBY LOOP 1 LOUISVILLE DR O^ L J 7 0 1111 0, PHASING LEGEND PHASE i CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 5 CONSTRUCTION(NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. U Is PHASING PLAN -PHASE 2 File Name: T9MO-RECON WHITE LN Drawn: N. GREWAL PAVEMENT RECONSTRUCTION ON WHITE LANE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N.GREWAL Date: Apr. 11, 09 Checked By t,�- GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009 PHASING PLAN 8 OF1 11 0 1 2 3 TRAFFIC CONTROL PHASING NOTES in ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN. CONTRACTOR SHALL COMPL Y WITH THE CURRENT *NU TCD ". Q CONTRACTOR SHALL ALTERNATE THE CLOSURE OF THESE DRIVEWAY ENTRANCES DURING THE CONTRUCTION OF EACH RESPECTIVE PHASE. n3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES �5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. U Is PHASING PLAN -PHASE 2 File Name: T9MO-RECON WHITE LN Drawn: N. GREWAL PAVEMENT RECONSTRUCTION ON WHITE LANE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N.GREWAL Date: Apr. 11, 09 Checked By t,�- GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009 PHASING PLAN 8 OF1 11 0 1 2 3 O — -� O = 0 � CONTRACTOR SHALL AL TERNA IF THE CLOSURE OF THESE DRI VEWA Y ENTRANCES DURING THE CON TRUCTION OF EACH RESPECTIVE PHASE. o Q O o OI O n I PHASE 4 CONSTRUCTION 5a CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT, ACCESS so oo 0 W � 75 J Q W ry n 0 Q z 0 w F O J n O r N N O N O O N r .E Q a 0 E O T) z J W I- Z O C.) W ry O F- z J W f— z O 0 w ry 0 v 0 z ry w w z z w I r) J / 04 ?3f0p-- " ' 24+00 23+00"?7 LH I TE -LANE JBAJ LA E Ilk - le 0 O I � Q i 75 N A v Vv� L�J�U"J SCALE: 7 "= 60' QROFESS� Nq OEAN F / QD REGISTERED<G[�/ILENGINE R c 4680 rn * Exp. 6-3 -09 Cl TY OF BAKERSFIELD �Q B KERSFIELD,1501 TRUXN CAV 93301 qTF OF9 CA\- REVIS/ONS No. DA TE DESCRIP TION 2 / / 3 S47 / / o i O - - _ _ LILY DR + __ __ O - — --- xy - �- O Ln 68+00 LLJ 721Q CITY OF BAKERSFIELQ CALIFORNIA O LL- -� O = 0 Q CONTRACTOR SHALL AL TERNA IF THE CLOSURE OF THESE DRI VEWA Y ENTRANCES DURING THE CON TRUCTION OF EACH RESPECTIVE PHASE. —A-Z� O 75 J Q W ry n 0 Q z 0 w F O J n O r N N O N O O N r .E Q a 0 E O T) z J W I- Z O C.) W ry O F- z J W f— z O 0 w ry 0 v 0 z ry w w z z w I r) J / 04 ?3f0p-- " ' 24+00 23+00"?7 LH I TE -LANE JBAJ LA E Ilk - le 0 O I � Q i 75 N A v Vv� L�J�U"J SCALE: 7 "= 60' QROFESS� Nq OEAN F / QD REGISTERED<G[�/ILENGINE R c 4680 rn * Exp. 6-3 -09 Cl TY OF BAKERSFIELD �Q B KERSFIELD,1501 TRUXN CAV 93301 qTF OF9 CA\- REVIS/ONS No. DA TE DESCRIP TION 2 / / 3 S47 / / o i O - - _ _ LILY DR + __ __ O - — --- xy - �- O Ln 68+00 LLJ 721Q CITY OF BAKERSFIELQ CALIFORNIA A PUBLIC WORKS DEPARTMENT PHASING LEGEND - PHASE I CONSTRUCTION U PHASE 5 CONSTRUCTION(NOTE: SHALL BE CONSTRUCTED W Q CONTRACTOR SHALL AL TERNA IF THE CLOSURE OF THESE DRI VEWA Y ENTRANCES DURING THE CON TRUCTION OF EACH RESPECTIVE PHASE. 3� O o OI CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, n I PHASE 4 CONSTRUCTION 5a CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT, ACCESS w LL O cnQ AREAS TO BE CLOSED DURING EACH RESPECTIVE 0 PHASE A PUBLIC WORKS DEPARTMENT PHASING LEGEND - PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 5 CONSTRUCTION(NOTE: SHALL BE CONSTRUCTED CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN. CONTRACTOR SHALL COMPLY WITH THE CURRENT "MUTCD" Q CONTRACTOR SHALL AL TERNA IF THE CLOSURE OF THESE DRI VEWA Y ENTRANCES DURING THE CON TRUCTION OF EACH RESPECTIVE PHASE. 3� ON A SATURDAY AND SUNDAY.) " R�mPHASE CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, 2 CONSTRUCTION I PHASE 4 CONSTRUCTION 5a CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT, ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. PHASING PLAN -PHASE 3 Nome: T9K110-RECON WHITE LN Drawn: N. GREWAL No.: T9K 910 En gin eer. N. GREWAL PAVEMENT RECONSTRUCTION ON WHITE LANE SH E T NO. te: Apr. 11, 09 Checked8y.- jGOSFORD ROAD TO ASHE ROAD-FFY 2008/2009 PHASING PLAN 9 11 2 3 TRAFFIC CONTROL PHASING NOTES: l� ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN. CONTRACTOR SHALL COMPLY WITH THE CURRENT "MUTCD" Q CONTRACTOR SHALL AL TERNA IF THE CLOSURE OF THESE DRI VEWA Y ENTRANCES DURING THE CON TRUCTION OF EACH RESPECTIVE PHASE. 3� CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS. ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOUIR£ THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. 5a CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT, ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. PHASING PLAN -PHASE 3 Nome: T9K110-RECON WHITE LN Drawn: N. GREWAL No.: T9K 910 En gin eer. N. GREWAL PAVEMENT RECONSTRUCTION ON WHITE LANE SH E T NO. te: Apr. 11, 09 Checked8y.- jGOSFORD ROAD TO ASHE ROAD-FFY 2008/2009 PHASING PLAN 9 11 2 3 LO 0 n N O N -O O N Q - Q 6 U) 0) z J W f- Z O U W I O O z J W z O U w I 0 rn / c� z Li w z 0 z w I J / ly 0 I, 0 0 x 24+00 23+00 'HITE_LANF- O 1BAJ LA14E O + — — — — W" z --- -=F -I I _ F�NA� O O rl� z — — — — — U SCALE. 1 "= 60' QRpFESSI OF-ANrn V W e� REGISTEREO--O ENGI EER C 4680 * Exp. 6-3 09 CITY OF BAKERSFIELD 1501 TRUX TUN A VENUE 9TF CV IL BAKERSFIELD, CA 93301 OF CAL F REVISIONS No. DA TE DESCRIPTION; 1 / / 2 / / 1%7 4 O O O LO EL _z O - - - - SHELBY LOOP _ _ _ LOUISVILLE DR 0 _ _ Ln 0— 11T— — — — — — — — — — — — — — Q0 =m 1111 1#� — 1 U U XIC LI DR r -- I I� O In EM 71+00 U- I— — Q PHASING LEGEND \ PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE5 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. PHASING PLAN -PHASE 4 File Nome: T9K110-RECON WHITE LN Drawn: N. GREWAL PAVEMENT RECONSTRUCTION ON WHITE LANE CITY OF � BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K 110 En gin eer. N. GREWAL Date: Apr. 11, 09 Checked By GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009= PHASING PLAN 111 SHEE NO. 10 11 1 2 3 .TRAFFIC CONTROL PHASING NOTES: MALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN. CONTRACTOR SHALL COMPLY WTH THE CURRENT "MUTCD". 2� CONTRACTOR SHALL AL TERNATE THE CLOSURE OF THESE DRIVEWAY ENTRANCES DURING THE CONTRUCTION OF EACH RESPECTIVE PHASE. F3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOU/RE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES �5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT, ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY, PHASING PLAN -PHASE 4 File Nome: T9K110-RECON WHITE LN Drawn: N. GREWAL PAVEMENT RECONSTRUCTION ON WHITE LANE CITY OF � BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K 110 En gin eer. N. GREWAL Date: Apr. 11, 09 Checked By GOSFORD ROAD TO ASHE ROAD—FFY 2008/2009= PHASING PLAN 111 SHEE NO. 10 11 1 2 3 r ! J 'r Q w ry O a - D Q Z m 0 w t - H 0 J n r Ln O n O L6 L0 O - O O N .E Q a 0 O V) z J w z 0 w IY Y O p�u 114r --- INC Wid —T E -L A \rE CITY OF c BAKERSFIELD, CALIFORNIA. L�J�1 SCALE: 1 "=20' 9\: Fof SIp pEAN R F REGISTERED CIVIL ENGINEER C 46803 * Exp. 6-30— 9 CITY OF BAKERSFIELD 9501 TRUXTUN AVENUE qTF CAVIL �� �F CA��F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 1 / / 2 3TJ ,moi PHASING LEGEND PHASE 5 CONSTRUCTION M r/vx PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 2 CONSTRUCTION 11 1 PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. TRAFFIC CONTROL PHASING NOTES 1Q ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN. CONTRACTOR SHALL COMPLY fWTH THE CURRENT "MUT00.. F2 CONTRACTOR SHALL AL TERNA TE THE CLOSURE OF THESE DRIVEWAY ENTRANCES DURING THE CONTRUCTION OF EACH RESPECTIVE PHASE. r3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS. ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCO" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, z �5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS J THROUGH THIS AREA SHALL AL SO BE OPEN A T THE END OF EACH WORK DA Y. w z 0 0 w I 0 rn 0 z cy w w z w I D J p�u 114r --- INC Wid —T E -L A \rE CITY OF c BAKERSFIELD, CALIFORNIA. L�J�1 SCALE: 1 "=20' 9\: Fof SIp pEAN R F REGISTERED CIVIL ENGINEER C 46803 * Exp. 6-30— 9 CITY OF BAKERSFIELD 9501 TRUXTUN AVENUE qTF CAVIL �� �F CA��F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 1 / / 2 3TJ ,moi PHASING LEGEND PHASE 5 CONSTRUCTION M r/vx PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 2 CONSTRUCTION 11 1 PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. File Name: T9K110-RECON WHITEN Drown: N.GREWAL PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N. GREWAL Date: Apr. 11, 09 Checked By. PHASING PLAN -PHASE 5 PAVEMENT RECONSTRUCTION ON WHITE LANE GOSFORD ROAD TO ASHE ROAD-FFY 2008/2009 PHASING PLAN 0 1 h- SHEE T No. II 0 II 2 3 TRAFFIC CONTROL PHASING NOTES 1Q ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN. CONTRACTOR SHALL COMPLY fWTH THE CURRENT "MUT00.. F2 CONTRACTOR SHALL AL TERNA TE THE CLOSURE OF THESE DRIVEWAY ENTRANCES DURING THE CONTRUCTION OF EACH RESPECTIVE PHASE. r3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS. ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCO" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOUIR£ THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES �5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL AL SO BE OPEN A T THE END OF EACH WORK DA Y. File Name: T9K110-RECON WHITEN Drown: N.GREWAL PUBLIC WORKS DEPARTMENT Job No.: T9K110 Engineer: N. GREWAL Date: Apr. 11, 09 Checked By. PHASING PLAN -PHASE 5 PAVEMENT RECONSTRUCTION ON WHITE LANE GOSFORD ROAD TO ASHE ROAD-FFY 2008/2009 PHASING PLAN 0 1 h- SHEE T No. II 0 II 2 3 SHEE T No. II 0 II 2 3