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HomeMy WebLinkAbout6.1-1720 Record DrawingV, LIST OF DRAWINGS SHEET 1 TITLE SHEET SHEET 2 - 4 ROADWAY SECTIONS SHEET 5 - 9 ACCESS RAMP DETAILS SHEET 70 WILSON ROAD PAVEMEN T FDR SHEET i l WIBLE ROAD PA DEMENT FDR SHEET 72 HUGHES LANE PAVEMENT FOR SHEET 13 - 74 WILSON ROAD PROJECT PHASING SHEET 75 — 76 WIBLE ROAD PROJECT PHASING SHEET 77 — 78 HUGHES LANE PROJECT PHASING EXIST SEWER LINE G 'ec <P"2 -r' -L Li L)'e SD EXIST STORM DRAIN BENCHMARK WILSON ROAD: SEE SHEET 70 WIBLE ROAD: SEE SHEET 11 HUGHES LANE: SEE SHEET 12 BASIS OF BEARING WILSON ROAD: SEE SHEET 10 W/ BL E R OA D: SEE SHEE T 7 7 HUGHES LANE: SEE SHEET 72 CITY STANDARDS CITY OF BAKE,RSF.IELD DEPARTMENT OF PUBLIC WORKS PAVEMENT REHABILITATION 2009 PHASE 3 S-7, S-2, S-5, S-7, S-29, 5-35, S-40, T-19 STATE STANDARDS RSP ASSA (DATED SEPTEMBER 01, 2006), A88B UNVENTI(NAL SYMBOLS x/Ar^EZIC>Us c>c:ZA^T1c>jvS WILSON ROAD, WH/TE LANE TO PLANZ ROAD WIBLE ROAD, PACHECO ROAD TO WH/TE LANE HUGHES LANE, WH/TE LANE TO PLANZ ROAD FEDERAL PROJECT No. ESPL 5109 (753) 1-01 EA SEMEN T — — EXIST. CURB & GUTTER - - RIGHT- OF- WAY --------------- EXIST. A.C. FLOWLINE — CEN TERL INE - ' L- - - - ' f= - - - ' /' - EXIST. EDGE OF PA VEMEN T 27 (PAIN T) RAILROAD TRACKS n n- GUARD RAIL X CHAIN LINK FENCE S.L. 3� IMPRO VEMEN TS G.V. DQ UTILITY SYMBOL S DETAIL w EXIST WATER LINE S EXIST SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND 38 (PAIN T) LINES LF POWER LINE TV EXIST UNDERGROUND T EXIST UNDERGROUND LF TV CABLES STRIPING, PHONE LINE 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE 1-01 MANHOLE F. H. .O� P.P. �- POWER POLE W.M. � 8 (PAINT) 9,528 W.V. 01 EXISTING MONUMENT DQ 27 (PAIN T) 3,004 G.M. � FUTURE MONUMENT � S.L. 3� STREET LIGHT G.V. DQ TRAFFIC STREET LIGHT W/MAST ARM DETAIL • C.O. CLEAN OUT LF TRAFFIC STRIPING, 0 FIRE H YDRAN T WATER METER WA TER VAL VE GA S METER GAS VALVE BENCHMARK A U TO SCOPE PRE- EMP TION DEVICE LOCATION MAP NOT TO SCALE SACRAMENTO ;SAN FRANCISCO •FRESNO CITY OF BAKERSFIELD LOS ANGELES SAN DIEGO STATE OF.CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID LICENSES: 0 U QJ CLASS A < v Ry 11, NOTE: IFO THE CON TRA C TOR SHALL CONTACT THE USA L OCA TO 7 —800-642-2444, 48 HOURS PRIOR TO SER Vl CE � EXCA VA TION. PROJECT LENGTH- 1.5± MILES v May 2016 APP/OVE� BYE RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-"1-09 DATE PUBLIC WORKS DIRECTOR QRpfESS/ON ��o o pEAN R q� APPROVAL RECOMMENDE �D BY: cy- C 46803p p'f * Exp. 6-30-11 * A SI�TA7�PLIC WORKS DIRECTOR DATE �/ CIV 1 \_ OF CAk\,-� IL A];;,�$LzezT CIVIL ENGINEER IV - DE GN ENGINEERING DATE " 0° 14,3, TRAFFIC ENGINEERING DATE PAVEMENT REHABILITATION 2009 PHASE 3 - VARIOUS LOCATIONS NO 1 Job No.: TOK224 WILSON ROAD, WHITE LANE TO PLANZ ROAD of Path: K: LDD—ENGINEERING\2009—Economic—Stimulus—Wible Road\dwg WIBLE ROAD, PACHECO ROAD TO WHITE LANE File a fig' /-7 File Name: Wible—Recon.dwg HUGHES LANE, WHITE LANE TO PLANZ ROAD SHEETS 0 1 2 FINAL PAY QUANTITIES TRAFFIC STRIPING, DETAIL 8 (PAINT) 9,528 LF TRAFFIC STRIPING, DE TAIL 27 (PAIN T) 3,004 LF TRAFFIC STRIPING, DETAIL 28 (PAINT) 302 LF TRAFFIC STRIPING, DETAIL 37 (PAIN T) 3,063 LF TRAFFIC STRIPING, DETAIL 36 (PAINT) 90 LF TRAFFIC STRIPING, DETAIL 38 (PAIN T) 1,178 LF TRAFFIC STRIPING, DETAIL 38A (PAIN T) 215 LF TRAFFIC STRIPING, DE TAIL 39 (PAINT) 3,277 LF TRAFFIC STRIPING, DETAIL 39A (PAINT) 1,200 LF PAVEMENT MARKINGS (WHITE PAINT) 2,799 SF FIRE HYDRANT PAVEMENT MARKERS 40 EA SACRAMENTO ;SAN FRANCISCO •FRESNO CITY OF BAKERSFIELD LOS ANGELES SAN DIEGO STATE OF.CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID LICENSES: 0 U QJ CLASS A < v Ry 11, NOTE: IFO THE CON TRA C TOR SHALL CONTACT THE USA L OCA TO 7 —800-642-2444, 48 HOURS PRIOR TO SER Vl CE � EXCA VA TION. PROJECT LENGTH- 1.5± MILES v May 2016 APP/OVE� BYE RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-"1-09 DATE PUBLIC WORKS DIRECTOR QRpfESS/ON ��o o pEAN R q� APPROVAL RECOMMENDE �D BY: cy- C 46803p p'f * Exp. 6-30-11 * A SI�TA7�PLIC WORKS DIRECTOR DATE �/ CIV 1 \_ OF CAk\,-� IL A];;,�$LzezT CIVIL ENGINEER IV - DE GN ENGINEERING DATE " 0° 14,3, TRAFFIC ENGINEERING DATE PAVEMENT REHABILITATION 2009 PHASE 3 - VARIOUS LOCATIONS NO 1 Job No.: TOK224 WILSON ROAD, WHITE LANE TO PLANZ ROAD of Path: K: LDD—ENGINEERING\2009—Economic—Stimulus—Wible Road\dwg WIBLE ROAD, PACHECO ROAD TO WHITE LANE File a fig' /-7 File Name: Wible—Recon.dwg HUGHES LANE, WHITE LANE TO PLANZ ROAD SHEETS 0 1 2 w O J w z Q V) m Li F- 0 J m 0 N 12 n N L0 0 0 (N N N T U L 0 U N ry I Q) Z 3 / 0 0 ry 0 I E I U E 0 0 U W I 0 0 N z Of W W z z W I 0 0 J / 6" (PER MUTCO 2003 CALIFORNIA ■ SUPPLEMENT FIGURE 38-102) � T - FIRE HYDRANT TRAFFIC FLOW ' .. FIRE HYDRANT MARKER TRAFFIC FLOW FIRE HYDRANT MARKER L O CA T/ONS BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE - 5' WIDE AT CURB AND GUTTER 4' A T CURB ONL Y BEGIN DETAIL 39 A/ ECR W/ PA V/EMENT MARKING END DETAIL 39 AT BCR WHEN DETAIL 39A IS NOT SHOWN ON PLAN END DETAIL 39A A T 8CR INCLUDE DETAIL 39A ONLY WHERE SHOWN ON PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN 200' NOT TO SCALE TING MEDIAN CURB TERMINATE CENTERLINE OR CENTER LA LINES AND NEAR SIDE LANE LINES AT MID -ARC POINTS OF THE CURB RETUR, TERMINA TE ALL LANE LINES ON A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS EXISTING PAVEMENT GRADE CRETA/L A NOT TO SCALE TYPICAL TERM/NAT/ON OF LANE STRIPING AT INTERSECT/ONS WITH NO STOP BARS NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT L 3 0 45' 46' to 34' _ (_ 34' Sr IGHT GR r D 45' z EXISTING PAVEMEENT o czj NEW FINISHED GRADE RgR�YCh'j 0 I QRpFESS/pN� pEAN Rq�� REG15 RED CI VIL EVVGINEER. c C 46803 * Exp. 6-30-11 Cl TY OF BAKERSFIELD y Civ�L 9501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 F OF CA`\F REVISIONS No. DA TE DESCR/P TION 471 / / 0.20' TYPE "A" ASPHAL T 0.20' TYPE "A " ASPHAL T 0.50' EMULSFiED ASPHALT TREATED BASE 0.50' EMULSFIED ASPHALT TREATED BASE 1,., -r)4 CE (YUx7 " - i,,.), I5 nll W0A d v NOTE : CONTRACTOR SHALL REMOVE ENOUGH J SPER c E_&j i MATERIAL TO ACCOMMODATE 0.50' EMULSIFIED ASPHALT TREATED BASE AND 0.20' AC CAP THROUGHOUT THE LIMITS OF THIS PROJECT, IN ORDER TO COMPLY WITH THE GRADING/SLOPING NOTES INDICATED ON THESE DETAILS. Ul Im TYPICAL ROADWAY SECTION -WILSON ROAD STA. 20+64 TO STA. 47+50 2' 2.5' 2.5' I —PA CEMENT MARKING (WH/TE) IANEk,,*> o PAVEMENT MARKINGS (WHITE) PER STANDARD PLAN A24D QIVE ' `DETAIL 39 BIKE LANE PA VEMEN T -MARKING DETAIL NO T TO SCALE NOT TO SCALE 0E7-A/L5 AND ROADWAY SECTION I �./_ /70 a File Name: Wib/e—Recon Drawn: S. L0WE PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS Job No.: TOK224 Engineer: N. GREWAL Date: Jun. 25, 09 Checked By. ALL LOCATIONS ME )�j 3 SHEE T N 2 OF -U 2 13 0 o� oz �o �v - NEW FINISHED GRADE o EXISTING PAVEMENT z zW v Sr IGHT GR r D 45' z EXISTING PAVEMEENT o czj NEW FINISHED GRADE RgR�YCh'j 0 I QRpFESS/pN� pEAN Rq�� REG15 RED CI VIL EVVGINEER. c C 46803 * Exp. 6-30-11 Cl TY OF BAKERSFIELD y Civ�L 9501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 F OF CA`\F REVISIONS No. DA TE DESCR/P TION 471 / / 0.20' TYPE "A" ASPHAL T 0.20' TYPE "A " ASPHAL T 0.50' EMULSFiED ASPHALT TREATED BASE 0.50' EMULSFIED ASPHALT TREATED BASE 1,., -r)4 CE (YUx7 " - i,,.), I5 nll W0A d v NOTE : CONTRACTOR SHALL REMOVE ENOUGH J SPER c E_&j i MATERIAL TO ACCOMMODATE 0.50' EMULSIFIED ASPHALT TREATED BASE AND 0.20' AC CAP THROUGHOUT THE LIMITS OF THIS PROJECT, IN ORDER TO COMPLY WITH THE GRADING/SLOPING NOTES INDICATED ON THESE DETAILS. Ul Im TYPICAL ROADWAY SECTION -WILSON ROAD STA. 20+64 TO STA. 47+50 2' 2.5' 2.5' I —PA CEMENT MARKING (WH/TE) IANEk,,*> o PAVEMENT MARKINGS (WHITE) PER STANDARD PLAN A24D QIVE ' `DETAIL 39 BIKE LANE PA VEMEN T -MARKING DETAIL NO T TO SCALE NOT TO SCALE 0E7-A/L5 AND ROADWAY SECTION I �./_ /70 a File Name: Wib/e—Recon Drawn: S. L0WE PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS Job No.: TOK224 Engineer: N. GREWAL Date: Jun. 25, 09 Checked By. ALL LOCATIONS ME )�j 3 SHEE T N 2 OF -U 2 13 Ste' 0 62 w 0 1 w z Q U) m 0 w 0 n 0 N n N 0 0 N L (N a� c a V) L � I c 0 U Q) _a o a 0 i 2 E U 0 c 0 W 0 0 N / 0 z Fy w w z z LL] 0 0 J / 04' 45' Are-ur r1A unr rr-n ^n • ^r 0.20' TYPE "A" ASPHALT - 0. 60' SPHALT0.60' EMULSFIED ASPHAL T TREA TED BASE - 180 45' EXISTING MEDIAN ISLAND rVr!`T9A//% AA IZr"l trA/T 0.20' TYPE "A " ASPHAL T — 0.60' EMULSFIED ASPHAL T TREA TED BASE ��i , ,I . . I , 3 ) sra. 21+3a TO sra. 21+72 v 3 0 55' 45' EXISTING PA VEMENT — NEW FINISHED GRADE I, I S1R�� 0.20' TYPE "A" ASPHAL T 0.60' EMULSFIED ASPHAL T TREATED BASE NO T TO SCALE 55' �— 0.20' TYPE "A " ASPHAL T — 0.60' EMULSFIED ASPHAL T TREA TED BASE U1 TYPICAL ROADWAY SECTION-W/BLE ROAD 3J sra. 32+00 TO sra. ss+oo CITY OF BAKERSFIELD, CALIFORNIA 0 45' NEW FINISHED GRADE 0.20' TYPE "A" ASPHAL T 0.60' EMULSFIED ASPHAL T TREA TED BASE 45' 0 o p_- �� Ov ZIo 4.1 iUVC`T/A 1/1 AA i/rA/PArr z 0 0.20' TYPE "A" ASPHAL T — 0.60' EMULSFIED ASPHAL T TREA TED BASE LC;� TYP/CAL ROADWAY SEC TION- W/BLE ROAD 3 STA. 21+72 TO STA. 32+00 NOT TO SCALE STA. 35+00 TO STA. 41+J5 v v 0 45' 45' NEW FINISHED GRADE EXISTING PA VEMENT STRARAT DE �► � gip__ r I i _..-.1 i..:"m I 1 -jj_j_ 0.20' TYPE "A" ASPHALT 0.60' EMULSFIED ASPHAL T TREA TED BASE L 0 mo �v L o ham. -J v W EXISTING PA 1/EVENT z v NEW FINISHED GRADE — GRq�F r ri ( ^> E i 0.20' TYPE "A " ASPHAL T 0.60' EMULSFIED ASPHALT TREATED BASE TYPICAL ROADWAY SECTION=WIBLE ROAD 1VU I IU �)UALt STA. 41+J5 TO STA. 45+80 h File Nome: Wible—Recon Drawn: S. L0WE PUBLIC WORKS DEPARTMENT Job No.: TOK224 Engineer: N. GREWAL Date: Jun. 25, 09 Checked By.• Q 'OVESSION pEAN R <,�, REGISTERED CIVIL ENVINEER u- cj:C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1509 TRUX TUN AVENUEqT CIVIL BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCR/P TION 1 / / 2 / / 0 ez 't c.� 1 �.J � �i•1:�, IPS o D c� D � ( Y NOTE: CONTRACTOR SHALL REMOVE ENOUGH MATERIAL TO ACCOMMODATE 0.60' EMULSIFIED ASPHALT TREATED BASE AND 0.20' AC CAP THROUGHOUT THE LIMITS OF THIS PROJECT, IN ORDER TO COMPLY WITH THE GRADING/SLOPING NOTES INDICATED ON THESE DETAILS. 'o ROADWAY SECTIOh/S I 1t1, 1 - ]��O PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS WIBLE ROAD 0 1 SHEE T 0. /9 3 OF _T_ 2 3 45' O o CROWN OF ROADWAY SHALL cr, � TRANSITION FROM 0.00' to -0.20' m o AND FROM -0.20' to -0.00' 3 v SEE SHEET 11 FOR LIMI TS O !L,j� W z EXISTING PA I/EMENT v NEW FINISHED GRADE o �- �— 0.20' TYPE "A " ASPHAL T — 0.60' EMULSFIED ASPHAL T TREA TED BASE U1 TYPICAL ROADWAY SECTION-W/BLE ROAD 3J sra. 32+00 TO sra. ss+oo CITY OF BAKERSFIELD, CALIFORNIA 0 45' NEW FINISHED GRADE 0.20' TYPE "A" ASPHAL T 0.60' EMULSFIED ASPHAL T TREA TED BASE 45' 0 o p_- �� Ov ZIo 4.1 iUVC`T/A 1/1 AA i/rA/PArr z 0 0.20' TYPE "A" ASPHAL T — 0.60' EMULSFIED ASPHAL T TREA TED BASE LC;� TYP/CAL ROADWAY SEC TION- W/BLE ROAD 3 STA. 21+72 TO STA. 32+00 NOT TO SCALE STA. 35+00 TO STA. 41+J5 v v 0 45' 45' NEW FINISHED GRADE EXISTING PA VEMENT STRARAT DE �► � gip__ r I i _..-.1 i..:"m I 1 -jj_j_ 0.20' TYPE "A" ASPHALT 0.60' EMULSFIED ASPHAL T TREA TED BASE L 0 mo �v L o ham. -J v W EXISTING PA 1/EVENT z v NEW FINISHED GRADE — GRq�F r ri ( ^> E i 0.20' TYPE "A " ASPHAL T 0.60' EMULSFIED ASPHALT TREATED BASE TYPICAL ROADWAY SECTION=WIBLE ROAD 1VU I IU �)UALt STA. 41+J5 TO STA. 45+80 h File Nome: Wible—Recon Drawn: S. L0WE PUBLIC WORKS DEPARTMENT Job No.: TOK224 Engineer: N. GREWAL Date: Jun. 25, 09 Checked By.• Q 'OVESSION pEAN R <,�, REGISTERED CIVIL ENVINEER u- cj:C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1509 TRUX TUN AVENUEqT CIVIL BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCR/P TION 1 / / 2 / / 0 ez 't c.� 1 �.J � �i•1:�, IPS o D c� D � ( Y NOTE: CONTRACTOR SHALL REMOVE ENOUGH MATERIAL TO ACCOMMODATE 0.60' EMULSIFIED ASPHALT TREATED BASE AND 0.20' AC CAP THROUGHOUT THE LIMITS OF THIS PROJECT, IN ORDER TO COMPLY WITH THE GRADING/SLOPING NOTES INDICATED ON THESE DETAILS. 'o ROADWAY SECTIOh/S I 1t1, 1 - ]��O PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS WIBLE ROAD 0 1 SHEE T 0. /9 3 OF _T_ 2 3 w 0 J w z Q M� W 0 w 0 J 0 N II n r� 0 0 0 0 N L N N C L 0 a� 0 J Q) / N c J a� _ I E I U E 0 U w I rn 0 0 N 0 z w w z z Li I 0 0 J Y 0 41' 42' 0 z C-) W� X10 i 0 0.05' to 0. z EXISTING MEDIAN ISLAND 0.00' to 0.23. > v I W EXISTING PA VEMENT — EXISTING CONCRETE SLAB I yam.[ANEW FINISHED GRADE �0 TYPE 'A " ASPHAL T 0; 70' EMULSFIED ASPHAL T TREATED BASE 50' 0.20' TYPE "A " ASPHALT �--- 0.70' EMULSFIED ASPHAL T TREA TED BASE TYPICAL ROADWAY SECTION -HUGHES LANE sra. zo+s5 ro sra. 2�+3� ,¢ J i O 55' 34' NEW FINISHED GF EXISTING PA l 0.11' to 034' ,> t EE Lt 0.20' TYPE "A" ASPHAL T 0.70' EMULSFIED ASPHAL T TREATED BASE 34' W� �v ? I EXISTING PA DEMENT -� 7NISHED GRADE 55' TYPICAL ROADWAY SEC 4.) sra. 23+91 TO sra. 28+00 NO T TO SCALE 71 T 50' to 46' 41 ' to 37' 50' to 46' 42' to 39' I 0 z~ v �Z) -CO iz �lo z ,�, p 0.30' to 0.36' 0.16' to 0.34' z Q) EXISTING PA VEMENT NEW FINISHED GRADE W NEW FINISHED GRADE EXISTING PA 1/EMENT v I v � ; I E I =II- =I -�.r,fIIPSIII=11,mm1( 5 g IGH T �.."1 I...�.4, E < E € 0.20' TYPE "A " ASPHAL T 0.20' TYPE "A" ASPHAL T 0.70' EMULSFIED ASPHALT 0.70' EMULSFIED ASPHAL T TREA TED BASE TREATED BASE 0 a2 GTYPICAL ROADWAY SECTION -HUGHES LANE 4 STA. 27+31 TO STA. 23+91 45' 34' z Q) NEW FINISHED GRADE -- --- J- 0. 0' -0.20' TYPE "A" ASPHAL T 0.60' EMULSFIED ASPHAL T TREATED BASE TION—HUGHES LANE TYPICAL ROADWAY SECTION—HUGHES LANE NOT TO SCALE-- 4 sTA. 28+00 TO sTA. 35+00 STA. 35+00 TO STA. 46+00 ._f File Name.*Hu hes Lane FDR Drawn: S. LOWE PUBLIC WORKS DEPARTMENT Job No.: TOK224 Engineer: N. QREWAL Date: Jun. 25, 09 Checked By 45' 34' I CROWN OF ROADWA Y SHALL L TRA NSI TION FROM 0.00' to - 0.15' j AND FROM -0.15' to -0.10' Z: SEE SHEET 12 FOR LIMI TS z1fz I O NEW FINISHED GRADE wo � z 0.22' to 0.41 ' o 3 ( If 0.20' TYPE "A" ASPHALT 0.60' EMULSFIED ASPHAL T TREA TED BASE NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA QRpFESS pN D DEAN REGISTER D CIVIL EN ,!NEER C 468 * Exp. 6-3 -11 Cl TY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF ClV� BAKERSFIELD, CA 93301 OF CA F REVISIONS No. DA TE I DESCRIPTION NOTE: CONTRACTOR SHALL REMOVE ENOUGH MATERIAL TO ACCOMMODATE 0.60' EMULSIFIED ASPHALT TREATED BASE AND 0.20' AC CAP THROUGHOUT THE LIMITS OF THIS PROJECT, IN ORDER TO COMPLY WITH THE GRADING/SLOPING NOTES INDICATED ON THESE DETAILS. N07 TO SCALE ROADW.9Y SECT/ONS �� J /7 0 (( PAVEMENT REHAB/CITATION 2009 PHASE 3 -- VARIOUS LOCATIONS SHEET o. HUGHES LANE 4 OF � 0 1 2 3 EXISTING TREE i R9 1" = 70' h MATCH 14 GT 21.2' 8.2' 5' 8' syn ( 0 9 LEGEND 0 EXISTING SIGN REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM PROPOSED SIGN STANDARD PLAN A88A AND THE DETAILS SHOWN ON EXISTING WATER VALVE —�— EXISTING FIRE HYDRANT �1— EXISTING STREET LIGHT/SIGNAL — — — — — — — — — — EXISTING CONCRETE — — — --- RIGHT OF WAY EXISTIN,p PALM FLOWLINE CURVE DATA D = 8918'57" R = 20.23' L = 31.54' T = 19.99' FLOWLINE CURVE DA- D = 90'50 R = 20.01 L = 31.73' T = 20.31 WILSON RD. & NUTMEG DR. NOTES FLOWLINE CURVE DATA D = 94'47'16" R = 19.79' L = 32.74' T = 21.52' WILSON RD. & CHICORY DR. REGISTERED CIVIL ENGINEER DATE I REVISIONS No. CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS QS REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM (1 STANDARD PLAN A88A AND THE DETAILS SHOWN ON WHICH CONFLICTS WITH NEW RAMP 2 THIS PLAN, INCLUDING CURB AND GUTTER 14 RELOCATE STREET LIGHT AS SHOWN AND AS, 4 CONSTRUCT NEW CASE "B" HANDICAP RAMPPER CALTRANS DIRECTED BY THE ENGINEER 02 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER "C" 16 ADJUST UTILITY LID TO FINAL GRADE AND SLOPE CONSTRUCT NEW CASE HANDICAP RAMP PER 0 CALTRANS STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER RELOCATE STREET SIGN AS SHOWN AND AS DIRECTED BY THE ENGINEER CONTRACTOR SHALL ADJUST PULL BOXES TO ® MATCH FINAL GRADE AS REQUIRED IN THE LIMITS OF THE RECONSTRUCT © REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION FLOWLINE CURVE DATA D = 94'47'16" R = 19.79' L = 32.74' T = 21.52' WILSON RD. & CHICORY DR. REGISTERED CIVIL ENGINEER DATE I REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 4 / / OWLINE IRVE DATA = 82'25'12" = 19.64' = 28.25' = 17.2' O� C4 -j QRpFESS/pN9C Fy 4G� IAN J. PARKS No. 58155 a * Exp. 8-30-10 s�9 cIv�� OF CALF 1800 30th Street, Suite 260 Bakersfield, Colifornio 93301 — I �� 0 661 327-1969 t Jo Name Wilson Romps 22.1 g Drawn: IDM PAVEMENT REHABILITA77ON 2009 PHASE 3 VARIOUS LOCATIONS SHEET N . CITY O#= BAKERSFIELD. CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: los-22.1 Engineer: MJw Date. JUNE 2009 Checked By. lJP ACCESS RAMP RECONSTRUCTION 1 5 OF 0 1 2 3 MINE VE DATA 100'28'33" 20.6' 36.12' 24.75' O co FLOWLINE CURVE DATA D = 90'358 R = 19.93' L = 31.5' T = 20.13' _INE DATA 36'21'37" 20.34' 30.66' 19.09' FLOWLINE CURVE DATA D = 90'45'7" R = 19.78' L = 3'1.34' T = 20.04' MIRNOTORM4• � ATER VALVE ROTECT IN PLACE REGISTERED CIVIL ENGINEER REVISIONS No. DA TE DESCR/P TION 0 PROPOSED SIGN EXISTING WATER VALVE 2 / / FIRE HYDRANT LZ-- EXISTING X47 EXISTING CONCRETE LEGEND 0 EXISTING SIGN 0 PROPOSED SIGN EXISTING WATER VALVE —�— EXISTING FIRE HYDRANT LZ-- EXISTING STREET LIGHT/SIGNAL - — — — — — — — — - EXISTING CONCRETE — — — — RIGHT OF WAY NOTES CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS (1 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER ® RELOCATE STREET SIGN AS SHOWN AND AS DIRECTED BY THE ENGINEER O CONSTRUCT NEW CASE "C" HANDICAP RAMP PER CALTRANS STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER ® REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTR CTION ® REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP 16 ADJUST UTILITY LID TO FINAL GRADE AND SLOPE I IZ& — ?,--4=)I DATE V'' I ��O QRpt=ESS/ pN� IMI J. PARKS No. 58155 * Exp. 6-30-10 C! V ti.\Q CALIF 1800 30th Street, Suite 260 ( j — Bakersfield, California 93301 ff 661 327-1969 f neNme.•Wilson Rompsdwg Drown: JDM PAVEMENT REHABILITATION 2009 PHASE 3 VARIOUS LOCATIONS SHEE F NO. CITY C>F BAKERSFIELD. CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-22.1 Engineer: MJW ACCESS RAMP RECONSTRUC770N 6 Dote: JUNE 2009 Checked By. lJP 0 1 2 3 0 0 I 0 m 0 0 3 tJ�UJ SCALE.- 1"- 10' o � 1ti l 371 I �o 374 �3r I 3r MATCH PULL BOX 'N" TO SLOPE OF SIDE RAMP of 1th13 CURVE DATA .511 D = 90'0'0" 0 -51 R = 32.00' L = 50.27' I T = 32.00' i i s1�`�9/ .y10 CATCH BASIN TO REMAIN MATCH NEW FLOWLINE TO DEPRESSED FLOWLINE, NOT THE NORMAL FLOWLINE, SO AS TO CREATE POSITIVE GRADE AROUND RETURN I HUGHES LANE & PLANZ ROAD CITY OF BAKERSFIELD, CALIFORNIA PLANZ ROAD NOTES: LANDSCAPING: CONTRACTOR SHALL REVISE ALL LANDSCAPING AND IRRIGATION NECESSARY TO ALLOW FULL CONSTRUCTION OF THE SIDEWALKS, CURBS, GUTTERS AND SIDEWALKS REQUIRED ON THESE PLANS AT NO EXTRA COST TO THE CITY. ALL LANDSCAPE AND IRRIGATION ITEMS SHALL BE RESTORED IN LIKE OR BETTER KIND. LANDSCAPING TO BE RETAINED THAT MAY BE AFFECTED BY THE SHUT-OFF OF IRRIGATION WATER DURING CONSTRUCTION SHALL BE MANUALLY WATERED BY THE CONTRACTOR AND CONTINUALLY MAINTAINED DURING THE CONSTRUCTION PERIOD. ADJUSTING MISC. ITEMS: CONTRACTOR SHALL ADJUST ALL PULL BOXES, WATER VALVES AND MANHOLES WITHIN THE LIMITS OF CONCRETE PLACEMENT. ITEMS SHALL BE SET FLUSH WITH THE DESIGN GRADE OF THE CONCRETE. I FLOWLINE 6" W 1 0.16% s �. 37 � h0, 6 � sc, 9yi 6�`� PUBLIC WORKS DEPARTMENT lb h RE;=12.01' NG CURB CUDATA D1'16'50" R2.00' L T = 6.16' File Name: C0809001HC.DWG Drawn: ARM/CI Job No.: T9K126 Engineer. RDM Dote.6/29/09 Checked By. FLOWI CURVI D= R= T= FLOWLINE CURVE Di D = 90', R=32. L = 50.; T = 32. REVISIONS No. DATE DESCR/P7/0N 1 / / SAN LORENZO AVENUE HUGHES LANE & SAN LORENZO AVENUE 0 `�TqT IV `��Meyer v�Ct� -z' 9 ® Civil Engineering, Inc. ACCESS CURB RAMP DESIGN 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 , I PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS SHEET NO. HUGHES LANE - PLANZ ROAD AND SAN LORENZO AVENUE 7 OF 4' 9 0 1 2 3 3 I � so � •Ss, 6' 00 �G —� 372.54 cn 373.E 1y n�1 w I 21 =I SLOPE MANHOLE COVER TO MATCH SLOPE OF SIDE RAMP CURVE DATA .� F D = 90'0'0" 8 _.. . ; R = 20.00' L = 31.42' .90, X99, c•� c'� I T = 20.00' 7.75' ouch 2.82' _ _ _ _ � TEAL STREET _ I 2.08' 3.68' CURVE DATA `SFSs D = 90'00'00"w o °�1• �; R — 20.00 L = 31.42 T = 20.00 ' Ki I HUGHES LANE & TEAL STREET t POUR 6" RETAINING CURB RETAINING CURB CURVE DATA AGAINST EXIST. WALL D = 61'59'51" R=15.50' '6 L = 16.77' T = 9.31' i.n 2.31 SAWCUT & PAVEMENT TIE-IN PATTI COURT r',f 1 'f I `+864'1 3� � SS •�'� O �t- 0.19% RETAINING CURB CURVE DATA D = 6917'53" POUR 6"� R = 15.50' RETAINING CURB L = 18.75' 312 0� T = 10.71' AGAINST EXIST. WALL t 1 5' 5' I I o �G/ uj Z: J I (1) 1,35 MOVE STREET SIGN CURB CURVE DATA D = 90'0'0" R = 20.00' L = 31.42' T = 20.00' I I -- - - - - I FLOWLINE t I — FLOWLINE C CURB CURVE DATA D = 90'0'0" R = 20.00' L= 31.42' �zq T— 20.00 I REVISIONS No. DATE DESCR/PAON 3 / / slq I 26X9 g I Sbp 6.25' I 371.69 cj ,� BW M 3 2.49 W AMP ON G RAMP �j 6g %y111g X106 $ co 4y Sn FLOWLINE 3a5 W o 3 or L^ 311 g9 6" WIDE I CURB 372.49 BW 371.69 fl—m 372.25 tc m �6k11 �3 6.25' SSP 8 .6' SCALE: 7 "= 70' c� I y � I I I I I I I I WEST FLOWLINE EAST FLOWLINE HUGHES LANE & PATTI COURT.) SEA Cduf? I— Irl 3�2 33 CENTER NEW HANDICAP R THE EXISTIN EXIST. CATCH BASIN 1 • `o TO REMAIN EXIST. CATCH RETAINING CURB 3�0 t BASIN TO REMAIN 170 0 CURVE DATA �1 S� 3'' D = 81'4'3" �" 1`Lh`cr R = 15.00 i °s ^� o A © �- c o ^� L = 21.22 T = 12.83 70 �• 6' RETAINING CURB � • '� ; '�' ��� �S � ,� 8[• , .^*,. 3 ,. -�s+i .,_ ��r �ti r2;ft��� ' � I �!, r r� � � ,r a r, - �" k a FLOWLINE MATCH PULL BOX TO v »368'r CURVE DATA I SLOPE OF SIDE RAMP x86�1�� D = 90'0'0' I 36g 75 -QRS ') Zm R _ 20.00' FLOWLINE Fes" `� L - 31.42 CURVE DATA » NOTES: T = 20.00 I D = 90-08 23� w SCALE. 7 =10 R = 20.00' �' LANDSCAPING: RELOCATE PULL BOX CONTRACTOR SHALL REVISE ALL LANDSCAPING AND I RIGATION L = 31.46' NECESSARY TO ALLOW FULL CONSTRUCTION OF THE T = 20.05' SIDEWALKS, CURBS, GUTTERS AND SIDEWALKS REQUIR D ON 0.63' 3-49' 514, THESE PLANS AT NO EXTRA COST TO THE CITY. ALL LANDSCAPE AND IRRIGATION ITEMS SHALL BE RESTOR D IN LIKE OR BETTER KIND. LANDSCAPING TO BE RETAIN THAT RELOCATE TRAFFIC MAY BE AFFECTED BY THE SHUT-OFF OF IRRIGATION ATER SIGNAL PULL BOX DURING CONSTRUCTION SHALL BE MANUALLY WATERE BY THE zl CONTRACTOR AND CONTINUALLY MAINTAINED DURING E ¢ CONSTRUCTION PERIOD. v� l zl ADJUSTING MISC. ITEMS: CONTRACTOR SHALL ADJUST ALL PULL BOXES, WATE VALVES =I AND MANHOLES WITHIN THE LIMITS OF CONCRETE PL EMENT. ITEMS SHALL BE SET FLUSH WITH THE DESIGN GRADE OF THE CONCRETE. j �QRflfESSlpy 2� R. Fyfi9y� c �; I � Meyer WHITE LANEF C F= ---z9•a9 Civil Engineering, Inc. HUGHES LANE & W H ITE LANE ACCESS CURB RAMP DESIGN 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 File Name: COB09001HC.OWG Drawn: ARM/Cl/B PA VEMENT REHABIL ITA TION 2009 PHASE 3 -- VARIOUS LOCA TIONS SHEET NO. CITY OF RAKERSFIELQ CALIFORNIA PUBLIC WORKS DEPARTMENT Jab No.: T9K126 Engineer: ROM ,9 Date: 6/29/09 Checked By. HUGHES LANE -TEAL STREET, PATTI COURT AND WHITE LANE 8 OF �8` 0 1 2 3 0 II W v .v� 3 I of Qi 0 �1 w m, i SCALE? 1 "= 10' FLOWLINE CURVE DATA D = 89'4'53" R = 30.00' L = 46.64' T = 29.52' FLOWLINE CURVE DATA D = 90'55'7" R = 30.00' L = 47.60' T = 30.48' _ � CATTLE DRIVE WIBLE ROAD & CATTLE DRIVE RIMS LANDSCAPING: CONTRACTOR SHALL REVISE ALL LANDSCAPING AND IRRIGATION NECESSARY TO ALLOW FULL CONSTRUCTION OF THE SIDEWALKS, CURBS, GUTTERS AND SIDEWALKS REQUIRED ON THESE PLANS AT NO EXTRA COST TO THE CITY. ALL LANDSCAPE AND IRRIGATION ITEMS SHALL BE RESTORED IN LIKE OR BETTER KIND. LANDSCAPING TO BE RETAINED THAT MAY BE AFFECTED BY THE SHUT-OFF OF IRRIGATION WATER DURING CONSTRUCTION SHALL BE MANUALLY WATERED BY THE CONTRACTOR AND CONTINUALLY MAINTAINED DURING THE CONSTRUCTION PERIOD. ADJUSTING MISC. ITEMS: CONTRACTOR SHALL ADJUST ALL PULL BOXES, WATER VALVES AND MANHOLES WITHIN THE LIMITS OF CONCRETE PLACEMENT. ITEMS SHALL BE SET FLUSH WITH THE DESIGN GRADE OF THE CONCRETE. REV/BIONS No. DATE DESCR/P170N CR Meyer C-zg.o9 Civil Engineering, Inc. ACCESS CURB RAMP DES/GN 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 � Phone 661-836-9834 FAX 661-836-9761 ,P11-3 File Nome: 9K126 01HC. DWG Drawn: ARM/CVB PAVEMENT REHABILITATION BIL I TA TION 2009 PHASE 3 — — VARIOUS L OCA TIONS SHEET NO. CITY OF BAKERW=IELD, CALIFORNIA PUBLiC WORKS DEPARTMENT Job No.: r9K126 Engineer: RDM /9 Date:6/29/09 Checked By. WIBLE ROAD AT CATTLE DRIVE 9 OF -4$ 0 1 2 3 STRIPING NOTES: O APPL Y PAINT, CROSS WALK STRIPING. (WHI TE) O2 APPLY PAINT, DETAIL 9 O3 APPL Y PAINT, DETAIL 22 O APPLY PAINT, DETAIL 36 O5 APPLY PAINT, DETAIL 38 O APPLY PAINT, DETAIL 39 O7 APPL Y PAIN I, BIKE LANE PA VEMENT MARKINGS 80 APPLY PAINT TYPE IV(L) OR IV(R) ARROW BAKERSFIELD, CA 93301 AS INDICATED ON PLAN. O APPL Y PAINT, DETAIL 39A J ' L m Q w m 0 ry m 0 w 0 J 0- 01 0 O O N SYMBOLS QADJUST MANHOLE LID, FRAME AND COVER. PER C.O.B. DRAWING S-7. ® ADJUST MONUMENT LID, FRAME AND COVER. PER C.O.B. DRAWING S-29. W.V. D4 WATER VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. AT&T MANHOLE TO BE IRI ADJUSTED BY OTHERS. 10' Q0 N CONSTRUCTION NOTES 1❑ CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS A T LOCA TIONS INDICA TED 0 ON THE PLANS Q2 CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS PER ACCESS RAMP DETAIL SHEETS 5 & 6. [3 NO ACCESS RAMP SHALL BE CONSTRUCTED NOR MODIFIED. 0 0 D CONTRACTOR SHALL CONSTRUCT CROSS GUTTER PER C.O.B. STD, ST -7. N S-1, A T THE L OCA TIONS INDICA TED ON THE PLANS 0 0 a5 CONTRACTOR SHALL CONSTRUCT CASE "CM" ACCESS RAMPS PER STATE OF m CALIFORNIA STANDARD PLAN RSP A 88 (DA TED SEPTEMBER 01, 2006) L. C 0 / N I O N co Q E E 0 0 , O V w I 0) 0 O N z w w z c� w SCALE.' 1 "=50' I 0 0 J 90 LF J 45 SF NIA, 18 SF $ 90 SF 51 130 LF —t,9) 85 LF CURVE DATA R= 2,260.00' A= 45039'01" L= 1,800.65' T= 951.18' 9 80 LF 3 510 LF CURVE DATA R= 2,260.00' 2 505 LF A= 45039'01" AL= 1,800.65' 6 480 LF T= 9S1.181 510 LF LZJ--' 2 360 LF 200 LF CITY OF BAKERSFIELD, CALIFORN1A u 50 375 LF [ 3 Z 230 LF 6 200 LF I ,fl Q 7 18 SF j - ❑ %'`00 860 LF ( 2 O O e O CURVE DATA R= 1,000.00' A= 4538' 39" L= 796.64' T= 420.81' —� 20 LF R2 9 200 LF SCALE 1 "=50' J 725 LF 810 LF Z-0 " 825 LF , —.... \ SCALE: 1 "=50' 11, 830 LF 645 LF 140 LF M 3 7� �r 705 LF 16 6, 435 LF ---0595 LF 3 450 LF O 0 c O A .s 18 SF �2 LEGEND 200 LF 9 a FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF PULVERIZATION AND EXCAVATION SHALL CONFORM TO THE ROADWAY SECTION ON SHEET 2 OF THESE PROJECT PLANS. CONTRACTOR SHALL SAWCUT EXISTING ' PAVEMENT AT WESTERLY LIMITS OF CURB AND GUTTER TIE-IN, AND CONSTRUCT TYPE "B" ASPHALT CONCRETE PAVEMENT TIE-IN. A.C. THICKNESS SHALL BE 0.30' MINIMUM. File Nome• WilsonFDR-04072009 Drawn: RL T Job No.: TOK224 Engineer: NF PUBLIC WORKS DEPARTMENT Date: Jun. 26, 09 Checked By. 4 13 LF 1 1 GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONS/BILI TY FOR LOCATING UT/L/TIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. r 31 18 SF 7 260 LF 6 265 LF O2 — 270 LF ( 3 2 20 LF 120 LF 2 125 LF 3 120 LF co ' -, i CURVE DATA R= 2,260.00' A= 45039'01" L= 1,800.65' T= 951.18' J 7 18 SF � / O //,//) v / 20 LF 2 2 115 LF 9 115 LF BASIS OF BEA RING THE CENTERLINE OF WILSON ROAD FROM THE MONUMENT AT THE INTERSECTION OF WHITE LANE AT WILSON ROAD STA. 20+00, TO THE MONUME AT THE BEGINNING OF CURVE ON WILSON ROAD, STA. 21+40.36, WAS USED AS THE BASIS OF BEARING = NORTH 01* 03' 59" EAST 0 // 1 _- v /Y - ~ BENCHMARK THE MONUMENT AT THE BEGINNING OF CURVE ON WILSON ROAD, STA. 21+40.36 MONUMEN T ELEV. = 367.94 NAD83 DA TUM 18 SF 7 112 LF 6 120 LF 2 ` PA VEMENT REHABILITA TION 2009 PHASE 3 -- VARIOUS LOCA TIONS WILSON ROAD - WHITE LANE TO PLANZ ROAD r r SHEET N 10 OF -� QRpF ESS I ONq pEAN R9'ti F REGISTERED Cl VIL EN INFER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELDy Crvi� �\ 150 TRUXTUN A VENUE F OF Cp'\_ BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 2 / / GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONS/BILI TY FOR LOCATING UT/L/TIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. r 31 18 SF 7 260 LF 6 265 LF O2 — 270 LF ( 3 2 20 LF 120 LF 2 125 LF 3 120 LF co ' -, i CURVE DATA R= 2,260.00' A= 45039'01" L= 1,800.65' T= 951.18' J 7 18 SF � / O //,//) v / 20 LF 2 2 115 LF 9 115 LF BASIS OF BEA RING THE CENTERLINE OF WILSON ROAD FROM THE MONUMENT AT THE INTERSECTION OF WHITE LANE AT WILSON ROAD STA. 20+00, TO THE MONUME AT THE BEGINNING OF CURVE ON WILSON ROAD, STA. 21+40.36, WAS USED AS THE BASIS OF BEARING = NORTH 01* 03' 59" EAST 0 // 1 _- v /Y - ~ BENCHMARK THE MONUMENT AT THE BEGINNING OF CURVE ON WILSON ROAD, STA. 21+40.36 MONUMEN T ELEV. = 367.94 NAD83 DA TUM 18 SF 7 112 LF 6 120 LF 2 ` PA VEMENT REHABILITA TION 2009 PHASE 3 -- VARIOUS LOCA TIONS WILSON ROAD - WHITE LANE TO PLANZ ROAD r r SHEET N 10 OF -� - 0 -- 19+50 �I�I11�I��M�111�11111��■I I��I� �� °�" Y 'rl 0 EXISTING A T- GRADE CONCRETE PANELS 115LE- S. o p� HECO �'Q/qQ J. V. R. R. R/W--1 J z SC - �� 2 Q p = C. 1� t�N IrE S I lJ -�F,15 At E-A 5- m 0 W 0 1 F- W -- 0 0 � Q 0 C/) 4 S W = Z'V n Z C7 Q J Of 10 N ui U > 4 0 d < m 1 49 F oW �-- -=- E O W -- -- N u) N C 0 L C 0 U N I 0 0 3 iI BARBER I— _____ — — __-_, C a2 W 2 W CD = G — 00 U) :3 M = Q F- a W = N E JN C: = W U I ') <t m L o W _ -. / LU - z u) BEG 3.00' x 1L ry, 7 TRA I TION LLJ w 3 z z EXISTING CON-S-TR�7 OI.AI�'.. W 0 J Y EXISTING CONS R/W �1 II r r► ;� BASIS OF BEARING THE CENTERLINE OF WIBLE ROAD FROM THE MONUMEN T A T THE SOUTHEAST CORNER OF SECTION 14, T. 30 S., R. 27 E., AT STA. 20+00, TO THE MID-SECTION MONUMENT A T THE INTERSECTION OF WIBLE ROAD AT WHITE LANE, STA. 46+46.57, WAS USED AS THE BASIS OF BEARING = NORTH 00' 35' 15" EAST CITY OF BAKERSFIELD, CALIFORNIA C 47rTrL C7E 0XIVE W O p At N O t 0 " QoQo &&ELEV.: 3 A G STRIPING NOTES: 1O INSTALL 1' WIDE STOP BAR AND WZ s o 0 QDQ�O CROSS WALK MARKINGS. (WHITE) O2 INSTALL TYPE IV ARROWS O3 INSTALL DETAIL 8 4O INSTALL DETAIL 31 O INSTALL DETAIL 38 OINSTALL i cn v F r, F/ FV • _; l nR DETAIL 38A O INSTALL RAILROAD CROSSING SYMBOL O INSTALL 2' WIDE 3 TRANSVERSE LINES O INSTALL "ONL Y" MARKINGS 10 INSTALL DETAIL 21 S YMB OLS 0 ADJUST MANHOLE LID, FRAME AND COVER. PER C.O.B. DRAWING S-7.' ® ADJUST MONUMENT LID, FRAME AND COVER. PER C.O.B. DRAWING S-29. W.V. WATER VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. C.v. GAS VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. PQ� MANHOLE/GAS VALVE TO, BE ADJUSTED BY OTHERS. AT&T mo MANHOLE TO BE ADJUSTED BY OTHERS. — I INSTALL 6' x 50' TYPE "C" LOOP. O INSTALL 6' DIAMETER TYPE "E" LOOP. E. G ELEV.: 371.15 R/W F.G. ELEV.: 370.95 " CaN c RA SCALE: 1 " = 40' '3-»2m ID. -A,0 File Name: Wible-Recon PUBLIC WORKS DEPARTMENT Job No.: TOK224 Date: Jun. 25, 09 Drawn: S. L0WE Engineer: N. GREWAL Checked By. E G. ELEV.: 371.15 F.G. ELEV.: 370.95 WHITE LANE 7�7 00ESSIpyo 2 F� OF -AN Z~ WZ WZ s o 0 QDQ�O 2 W2 OQ OW * Exp. 6-30-11 CITY OF BAKERSFIELD C1v1\- N TF OF CA\-\F�� Q� BAKERSFIELD,1501 CAVENUE 93301 ���o E.G. ELEV.: 341.08 �� cn v No. DA TE i cn v F r, F/ FV • _; l nR I�-1 (n v u I E. G ELEV.: 371.15 R/W F.G. ELEV.: 370.95 " CaN c RA SCALE: 1 " = 40' '3-»2m ID. -A,0 File Name: Wible-Recon PUBLIC WORKS DEPARTMENT Job No.: TOK224 Date: Jun. 25, 09 Drawn: S. L0WE Engineer: N. GREWAL Checked By. E G. ELEV.: 371.15 F.G. ELEV.: 370.95 WHITE LANE 7�7 00ESSIpyo F� OF -AN INDICATED ON THE PLANS. THE DEP H REGISTERED CIVIL EN (NEERC 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD C1v1\- N TF OF CA\-\F�� BAKERSFIELD,1501 CAVENUE 93301 . REVISIONS No. DA TE DESCRIP TION 1 / / INDICATED ON THE PLANS. R7 CONTRACTOR SHALL RECONSTRUCT SIDEWALK A T LOCA TION INDICA TED ON THE PLA E8 CONTRACTOR SHALL CONSTRUCT CASE "A" ACCESS RAMP PER STATE OF 3 / / 4 1 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL LEGEND FULL DEPTH RECLAMATION IN AREA INDICATED ON THE PLANS. THE DEP H OF PULVERIZATION AND EXCAVATI011 SHALL CONFORM TO THE ROADWAY SECTIONS ON SHEET 3 OF THESE PROJECT PLANS. ROAD U 9 G R/W- 11 ' x 500' TION _ 1 W o = ++ Cn C+0 Cn M W W Z J J = O I ' Q W _ W 1 Cn I WHITE LANE PAVEMENT 112ECON57-9UCTI0N PLAN PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS WIBLE ROAD, PACHECO ROAD TO WHITE LANE 10 SHEET N 11 OF 1, -7--7 2 3 CONSTRUCTION NOTES: it CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS A T LOCA TIONS INDICA TED ON THE PLANS. F2 CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS PER ACCESS RAMP DETAIL SHEET 9. F3 NO ACCESS RAMP SHALL BE CONSTRUCTED NOR MODIFIED. 41 CONTRACTOR SHALL RECONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. ST . S-1, A T THE LOCA TIONS INDICA TED ON THE PLANS 5a CONTRACTOR SHALL RECONSTRUCT PORTION OF DRI VEWA Y A T LOCA TION(S) INDICATED ON THE PLANS 6l CONTRACTOR SHALL RECONSTRUCT DRI VEWA Y A T LOCA TION(S) INDICATED ON THE PLANS. R7 CONTRACTOR SHALL RECONSTRUCT SIDEWALK A T LOCA TION INDICA TED ON THE PLA E8 CONTRACTOR SHALL CONSTRUCT CASE "A" ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLAN RSP A 88 (DA TED SEPTEMBER O1, 2006) GENERAL NOTES: 1 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED MAY 2006. 3 THE POSTED SPEED LIMIT ON WIBLE ROAD IS 45 M.P.H.; THEREFORE, THE TYPE "E" ADVANCED DETECTOR LOOPS SHALL BE INSTALLED 285' BEHIND THE LIMIT LINE/STOP BAR. WHITE LANE PAVEMENT 112ECON57-9UCTI0N PLAN PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS WIBLE ROAD, PACHECO ROAD TO WHITE LANE 10 SHEET N 11 OF 1, -7--7 2 3 5' I 1 6 S F G I H 1 80 SF I i EXISTING CONCRETE SLAB R�W 2 so SF- — I — / — F. H. SCALE : 1" = 40 w - - DRIVEWAY i __..� w DRitiEWAY V \ N U) Z U) f-- W Li - Lu i I c , L) i i I Z H J ui G 193) PKI DRIVEWAY - - � � LW - - — - - RIW U) Lli E -m ST ti b1J 1 SFD 0 �� o u r• rJ �� .�-I I T - 1 7 SF 1--,. - c� 'S �-.- LANE - w I 4 44 ,{ g II tI I . s►�3�. S'TD?-m e)Drs "o I 5 - j_ 'rb m 1 m w WHI -E LANE PAT 7 CO_U97— z T1�ICI� COUNT OEA COU97- Q;;t �0 vo I �� ac I I I I I I I I E. G ELEV. • 37-2 9t-,� I i ►- — — I W � -- cnmW,� FG. ELEV.: 372.94 _ - - 1=.I�. _ _ ._._ - -_ O Z w �y —rv- o + 8_ TV - w w r + 8- 0 x�-- N — Z F-- 1 o W = o Z 0 1N N t J N Z W U > Q� _— — 1 i w E. G Fir -K- 373.27 - -°a W I RIW F. G. ELEV.: 373.12 m`- � � � � _R%W ( — �' �' 2 m Qu iY% uhf. ! I 1 HUC7HEO 111 I I I � I 1 1.1 SCALE: 1 " _ 40, I LEGEND N = W i W U) O = - M V) un F— E � ui z 0 o J � w I = W 0 F— 0 0 N Q 0 W z cW/ 2 w - I z � c� z }} SAN VAVL'. i ORENZO CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome.• Hu hes Lone FDR Dro wn: S. L 0 WE Job No.: TOK224 Engineer: N. GREWAL Date: Jun. 25, 09 Checked By. vv O b ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, ANO REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. THE POSTED SPEED LIMIT ON HUGHES LANE IS 45 M.P.H.; THEREFORE, THE TYPE "E" ADVANCED DETECTOR LOOPS SHALL BE INSTALLED 285' BEHIND THE 1/ART / /AIC /cTnD DAD V . I _I1 I1 _V / _V / i.-%.., FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. THE DEPTH CONTRACTOR SHALL REMOVE EXISTINGCON CONCRETE SLAB AND FILL VOID WITH INSTALL TRACTOR SHALL SAWCUT EXISTING PAVEMENT AT WESTERLY LIMITS OF CURB 5O INSTALL OF PULVERIZATION AND EXCAVATION 28 EXCESS F.D.R. FROM PROJECT THEN CAP O O Og C9) J AND GUTTER TIE-IN, AND CONSTRUCT TYPE DETAIL DETAIL "PED" "XING" SHALL CONFORM TO THE ROADWAY WITH 0.20' TYPE A' ASPHALT CONCRETE. "B" ASPHALT CONCRETE PAVEMENT TIE-IN. SECTIONS ON SHEET ** OF THESE SEE SECTION *-* ON SHEET * FOR DETAILS. A.C. THICKNESS SHALL BE 0.30' MINIMUM. PROJECT PLANS. N = W i W U) O = - M V) un F— E � ui z 0 o J � w I = W 0 F— 0 0 N Q 0 W z cW/ 2 w - I z � c� z }} SAN VAVL'. i ORENZO CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome.• Hu hes Lone FDR Dro wn: S. L 0 WE Job No.: TOK224 Engineer: N. GREWAL Date: Jun. 25, 09 Checked By. vv O b ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, ANO REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES IN THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. THE POSTED SPEED LIMIT ON HUGHES LANE IS 45 M.P.H.; THEREFORE, THE TYPE "E" ADVANCED DETECTOR LOOPS SHALL BE INSTALLED 285' BEHIND THE 1/ART / /AIC /cTnD DAD V . I _I1 I1 _V / _V / i.-%.., INSTALL 1' WIDE STOP BAR AND 5O INSTALL DETAIL 28 CROSS INSTALL INSTALL INSTALL WALK MARKINGS. (WHITE) TYPE IV ARROWS DETAIL 8 DETAIL 21 O O Og C9) J INSTALL INSTALL INSTALL INSTALL DETAIL DETAIL "PED" "XING" 31 38 MARKINGS MARKINGS PLANZ QRpFESSIONq OF -AN R REGISTERED Cl VILEN INFER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 REVISIONS No. DA TE I DESCRIP TION IN Y 1Vl" VLN ® ADJUST MONUMENT LID, — INSTALL FRAME AND COVER. PER 6' x 50' TYPE "C" LO P. C.O.B. DRAWING S-29. ElADJUST MANHOLE LID, w.V. FRAME AND COVER. PER WATER VALVE IN O INSTALL 6' DIAMETE C.O.B. DRAWING S-7. ROADWAY TO BE TYPE "E" LOOP. ADJUSTED BY OTHERS. w W _O = co EE ' ;2s H U) W W Z_ J J 00 Q W � W U) 0 SAN LORENZO YA17K BASIS OF BEARING THE CENTERLINE OF HUGHES LANE FROM THE MONUMENT AT THE INTERSECTION OF WHITE LANE AT HUGHES LANE STA. 20+00, TO THE MONUMENT AT THE INTERSECTION OF PLANZ ROAD AT HUGHES LANE, STA. 46+44.63, WAS USED AS THE BASIS OF BEARING = NORTH 00° 37' 02" EAST BENCHMARK THE MONUMEN T A T THE CEN TERL INE IN TERSEC TION OF HUGHES LANE AT PLANZ ROAD MONUMENT ELEV. = 374.97 NAD83 DA TUM CONSTRUCTION NOTES: FICONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCA TIONS INDICATED ON THE PLA M2 CONTRACTOR SHALL CONSTRUCT IMPROVEMENTS PER ACCESS RAMP DETAIL SHEETS 7 & 8. 3� NO ACCESS RAMP SHALL BE CONSTRUCTED NOR MODIFIED. 4a CONTRACTOR SHALL RECONSTRUCT TYPE "A" CU AND GUTTER PER C.O.B. STD. S-1, AT THE LOCA TIONS INDICA TED ON THE PLANS. PLANZ V ROAD PAVEMENT FULL DEPTH 1 ECLAMATION PLAN • PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS L OCA TIONS HUGHES LANE, WHITE LANE TO PLANZ ROAD Es ppSHEE T N 12 OF 69 1 2 3 W 0 J W z a m 0 W 0 0 I I Q 00 0 66 rn 0 0 N N N C 0 L z Cn a a_ I ry 0 LLC 0 / / N I a 0 I c 0 E U) I U E 0 C 0 U w I rn 0 0 N c� z Fy w w z z w I 0 0 / PHASING LEGEND I I L- L- L- I t- PHASE I CONSTRUCTION LLLLLLL WORK AREA LLLLLLL PHASE 2 CONSTRUCTION 11=11 mill, TAI WORK AREA AREAS SHALL REMAIN OPEN EXCEPT DURING THE FULL DEPTH RECLAMATION AND PAVING PROCESS(ES) VERTICAL GRADE- • • NOT • QRpFESS/0/� pEAN Q REGISTERED CIVIL EN (NEER C 46803 * Exp, 6-30-11 CITY OF BAKERSFIELD s� 9501 TRUXTUN AVENUEqT Clv�\' BAKERSFIELD, CA 93301 F OF CA�_\F REVISIONS 25 26LL L L.. I_ L L L L L L L L L..! LLL y `~- i L L i.-,1.... L L-64.... L l L L-0- L 1 T__ i.._ L i:. L L !`L L L-��-L L L -L.. (_ L L ,...L �.t'L.LLLL(i .JJ I� LLLLL-CLLLJ-LL _. L�l - 2 / / LL'C.iL..L L L�L� LLLi._LLLL11_- L L L-E-�L L CLCL.. I�..1='= _----_ _-;Y -3 1 i_1 I-.._ L [ C�- L L L -L -L LL ALL _[__i-_� �=: _ _ --__-� ,� �LLLL.i-L LL L L� ° L� '' tNlLS01� `� I-L_L LLLLLt,L a 1 / 3 ef"LL L "� '�=�-� .CELL Lt_�... L n L 1�- `' - LLL i -LLL �. �� � � •''� .lei.... t_. L L L..� L.. �' � 4 SCALE: 1 -- 60 �L�L 1 LL..IL_.LLL...LLL ab ALL LLL `L a ALL LLA- LL J-L LLLL� �/ L _° ..LULL -..!� LLL L_ L _..._. L L L- L LLL -_ - 3 ALL LL�Li�LLas`` — --- - -- (_ LLLL-4-L..LLL -LL L_ L lam,L LLL- LL•t_.- L L -L� L L. i 37 1_.--L-LCL... �L(_._L1.._LI LLL-£�LLLLL v -�- L—LCL'-L-L— LLLL.LLLi--I LLLLLLLLL.L �LLt�'t-L-L-�-L-L-L LLLLL..LLI=- LLl �j•,.i `� �''--�_ � -=�- _�.� 1�...�-�L_ � L�.L-CC � `fit-L-L--4--� --.LJ A 1 ` _ LLLL- A* I LL -(--LLL L L L L C L L L -I LL L L -t L L. L._ L L L �� -- L LJ- L L L� L -- '� LLL_LtLLL L, I -' LLL .LLL t-- LLQ .-Ltd �LLJJ ''� ~-40 L L L L L L -L... L L -t- L L L L �G L A LLLLLLLLLL LLL -ELLE L- Lg i --�� O/ . j L---L-LLLI--LLL�.LL-LLL�.LL-t7LLCLLLLLLLLL L..L..LL LL V �LLLLLLLI_LLLL..LL-I-.LLLLLLLLLLLLL.LLL_LLLL LLLI, LLLL LLLLLLLLLLLLLLLL,LL_1. ��'- LL LLy - L L�( 1 � 7 1 WIL 5ON 5ACiE DKA HALF -WIDTH OF EXISTING ROADWAY I HALF- WID TH OF EXISTING ROA DWA Y 1 £A�IULS%F%ED: ASPHAL:fi I........ PHASE No. I FULL DEPTH RECLAMATION PAVEMENT STAGING NOT TO SCALE FINAL 0.20' PAVEMENT LIFT-IMDTH VARIES PAVEMENT JOINTS SHALL BE ON LANE LINES G::::.... FINAL PA VEMENT STAGE NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA m 4 J k1 LL[ LL-CLLL� Lj--LLLLLLL, A LI-LLLLLL�1 LL'1�_.LL..LL...LL ��� i i SCALE: 1 " = 60' TRAFFIC CONTROL PHASING NOTES 1Q ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS, CONTRACTOR SHALL COMPL Y WI TH THE CURRENT "M. U. T. C. D. ". 21 NOT USED. Q3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIA TE SIGNING FROM THE CURRENT "M. U. T.C. D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES Q5 NOT USED. © SHEETS 13 THRU 18 ARE EXCL USI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T. C.D. " 70 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20 File Nome- WilsonFOR-PHASING Drawn: S. L OWE PUBLIC WORKS DEPARTMENT Job No.: TOK224 Engineer: N. GREWAL Date: Jun. 25, 09 Checked By F STREET AND � OF CONSTRUCTION I _ VARIES SOUTH BO U N D PHASE 2 WIDTH VARIES 14' Min. 1 12' Min. Varies TEMPORARY STRIPING — CHANNELIZING DEWCE SEE PA VEMENT FULL DEPTH RECLAMA TION PLANS FOR PAVING L/M(TS VARIES NORTH BOUND. PHASE 1 WIDTH VARIES WILSON ROAD CONSTRUCT/ON PHASING SEE PLANS FOR LOCA TIONS NOT TO SCALE PHASE No. 1 � PILO ECT PHASING PLAN 6• I — I v �" 0 �l- -t� PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS SHEET N WILSON ROAD, WHITE LANE TO PLANZ ROAD 13 OF 91 0 1 2 1 3 9 W O J W z Q /2 V I 5- m 0 w F- 0 z Cn a I C 0 N I 0 0 Of C 0 E Cn I U E 0 0 U Lu I O O N z w w z 0 z w I 0 0 J r SCALE: 1" = 60' WILOON --1 a A ` _- --- -- SCALE: 1" 60' WILSON SAGE DRIVE HALF -WIDTH OF EXISTING ROADWAY ..... .......... Y7fiLr—YY/Ulfl Ur NUAUWAT .............................................................. -:-E MULSIFIED: ASPHALT PHASE No. 2 FULL DEPTH RECLAMA TION PA VEMENT STAG/NG NOT TO SCALE FINAL a20' PAVEMENT LIFT -WIDTH VARIES PAVEMENT JOINTS SHALL BE ON LANE LINES FINAL PA VEMENT STAGE NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT TRAFFIC CONTROL PHASING NOTES 1n ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CONTRACTOR SHALL COMPL Y W/ TH THE CURRENT V. U. T, C. D. 20 NOT USED. Q3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIA TE SIGNING FROM THE CURRENT "M. U. T. C. D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES Q5 NOT USED. © SHEETS 13 THRU 18 ARE EXCL USI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T, C. D. Q7 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' Nome, WilsonFDR-PHASING Drawn: S. LOWE 5 No.: TOK224 Engineer: N. GREWAL te: Jun. 25, 09 Checked By. F 4 �I It FZZ QRcjFESS /pN pEAN Cl VIL E GINEERC 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD q CIV0- 1501 TRUX TUN A VENUE BAKERSFIELD CA 93301 F OF CAS- REVISIONS No. DA TE DESCRIPTION S1 ( / / 271 / / PHA SE No. I GENERA L NO TES ALL TRAFFIC CONTROL AND DETOUR SIGNING. I STREET AND � OF CONSTRUCTION VARIES SOUTH BOUND PHASE 2 WIDTH VARIES VARIES NORTH BOUND PHASE 1 WIDTH VARIES Varies 12' Min. 1 14' Min. SEE PA VEMENT FULL DEPTH RECLAMATION PLANS FOR PAVING L/MI TS CHANNELIZING I TEMPORARY DEVICE STRIPING WILSON ROAD CONSTRUCT/ON PHASING SEE PL A NS FOR L OCA TIONS NO T TO SCA L E PHASE No.2 A nn V �1�OJECT I�HASING t'LAN �(� PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS SHEET NO WILSON ROAD, WHITE LANE TO PLANZ ROAD 14 OF .1.8 x 1 2 1 3 PHASING LEGEND LLLLLLL LLLLLLL PHASE WORK I CONSTRUCTION AREA AREAS SHALL REMAIN OPEN EXCEPT DURING THE FULL DEPTH RECLAMATION AND PAVING PROCESS(ES). VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED REGISTER PHASE 2 CONSTRUCTION 0.20' WHEN NOT CLOSED. �� WORK AREA --1 a A ` _- --- -- SCALE: 1" 60' WILSON SAGE DRIVE HALF -WIDTH OF EXISTING ROADWAY ..... .......... Y7fiLr—YY/Ulfl Ur NUAUWAT .............................................................. -:-E MULSIFIED: ASPHALT PHASE No. 2 FULL DEPTH RECLAMA TION PA VEMENT STAG/NG NOT TO SCALE FINAL a20' PAVEMENT LIFT -WIDTH VARIES PAVEMENT JOINTS SHALL BE ON LANE LINES FINAL PA VEMENT STAGE NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT TRAFFIC CONTROL PHASING NOTES 1n ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CONTRACTOR SHALL COMPL Y W/ TH THE CURRENT V. U. T, C. D. 20 NOT USED. Q3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIA TE SIGNING FROM THE CURRENT "M. U. T. C. D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES Q5 NOT USED. © SHEETS 13 THRU 18 ARE EXCL USI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T, C. D. Q7 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' Nome, WilsonFDR-PHASING Drawn: S. LOWE 5 No.: TOK224 Engineer: N. GREWAL te: Jun. 25, 09 Checked By. F 4 �I It FZZ QRcjFESS /pN pEAN Cl VIL E GINEERC 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD q CIV0- 1501 TRUX TUN A VENUE BAKERSFIELD CA 93301 F OF CAS- REVISIONS No. DA TE DESCRIPTION S1 ( / / 271 / / PHA SE No. I GENERA L NO TES ALL TRAFFIC CONTROL AND DETOUR SIGNING. I STREET AND � OF CONSTRUCTION VARIES SOUTH BOUND PHASE 2 WIDTH VARIES VARIES NORTH BOUND PHASE 1 WIDTH VARIES Varies 12' Min. 1 14' Min. SEE PA VEMENT FULL DEPTH RECLAMATION PLANS FOR PAVING L/MI TS CHANNELIZING I TEMPORARY DEVICE STRIPING WILSON ROAD CONSTRUCT/ON PHASING SEE PL A NS FOR L OCA TIONS NO T TO SCA L E PHASE No.2 A nn V �1�OJECT I�HASING t'LAN �(� PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS SHEET NO WILSON ROAD, WHITE LANE TO PLANZ ROAD 14 OF .1.8 x 1 2 1 3 c 0 U N ry I _N O ry V) D E I U O c O U w I O O O N / z F w LJ z cD z w I 0 0 KA PHASING LEGEND TRAFFIC CONTROL PHASING NOTES 1� ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CONTRACTOR SHALL COMPL Y WI TH THE CURRENT W. U. T. C. D. ". Q2 NOT USED. Q3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M. U. T C. D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES F5 NOT USED. © SHEETS 13 THRU 18 ARE EXCL USI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIA TE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T. C. D. 7❑ ACCESS SHALL BE MAINTAINED DURING BUSINESS HOURS. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' ® CONTRACTOR SHALL KEEP THIS AREA OPEN DURING THE DAY FOR ACCESS TO BUSINESSES. P I FINAL 0.20' PAVEMENT L/FT—IMDTH VA RIES NOT TO SCALE 3,0 /a -r- L. P arl 6-.� 1 --1 L J wlr�L � I 1 STREET AND � OF CONSTRUCTION - f VARIES VARIES SOUTH BOUND NORTH BOUND PHASE 2 WIDTH VARIES PHASE 1 WIDTH VARIES 15' Min. I 14' Min. 16' Min. TEMPORARY STRIPING — CHANNELIZING > DEVICE SEE PA VEMENT FULL DEPTH RECLAMATION PLANS FOR PAVING LIMITS W/BLE ROAD CONSTRUCTION PHASING 'i SEE PLANS FOR L OCA TIONS NO T TO SCAL E PHASE No. I QRpFESS/pN� DEAN R REGISTER O CIVIL EGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD q CIVIL �� 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA�1F�� REVISIONS No. DA TE DESCRIP TION l 47 � I � I I L---- �W 29 W �....... ,:........ .�—.......... ....... .... � .._.. -... � _..-_..._............... ._.....;A_s. �_......_...._ . __......... � ... .........._ _• ._ S _....... L. L.,_LL!_._LL.L(..LL.(:=.1� LLLLL...L.LL.I...-L I LL.f_ T LLL.L.L L.LL LLL.LLL.L LLLLL.L.L.L.L.. LLLL..L.LL LLLL. LLLLLL.1__L LLLLLLL-[:L.L..LI_._LLLL.L.LLLLLLLI_L _-L..LLQ-L.L=LL.Ei:.LLL.L.L�.i._(.,.:'LLLL--LL.L-CLLL-L.LL-1= LL.:'t=LLL L LLL...LLLLLLLLLI, LL.LL.LLLLLLLLLLLI-.._LL.L.LL.LLLL.LLLL.LLLLLLLL.LL.L-LLLLLLLL LLLL..LL.L.L I 1 ? LLL-LLLLLLLLLL.L LLLLLLL_L 90A L? I u i I r I I I I t I I it I AFTER IUSINE-S HOURS — — y 1 I I' II I I i U -- - ),Z4- -rT i FINAL PAVEMENT STAGE D NOT TO SCALE PKOJECT PHA✓INO PLAN ` file Name.,Wible—Recon Drawn: S. L0WE PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS SHEET N CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK224 Engineer: N. GREWAL o Date: Jun. 25, 09 Checked By. W/BLE ROAD, PACHECO ROAD TO WHITE LANE 15 OF ---I I I I -T I 0 1 2 3 LLLLLLL PHASE WORK I CONSTRUCTION AREA AREAS SHALL REMAIN OPEN EXCEPT DURING THE FULL DEPTH RECLAMATION AND PAVING PROCESS(ES). LLLLLLL VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED PHASE 2 CONSTRUCTION 0.20' WHEN NOT CLOSED. WORK AREA TRAFFIC CONTROL PHASING NOTES 1� ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CONTRACTOR SHALL COMPL Y WI TH THE CURRENT W. U. T. C. D. ". Q2 NOT USED. Q3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M. U. T C. D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES F5 NOT USED. © SHEETS 13 THRU 18 ARE EXCL USI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIA TE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T. C. D. 7❑ ACCESS SHALL BE MAINTAINED DURING BUSINESS HOURS. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' ® CONTRACTOR SHALL KEEP THIS AREA OPEN DURING THE DAY FOR ACCESS TO BUSINESSES. P I FINAL 0.20' PAVEMENT L/FT—IMDTH VA RIES NOT TO SCALE 3,0 /a -r- L. P arl 6-.� 1 --1 L J wlr�L � I 1 STREET AND � OF CONSTRUCTION - f VARIES VARIES SOUTH BOUND NORTH BOUND PHASE 2 WIDTH VARIES PHASE 1 WIDTH VARIES 15' Min. I 14' Min. 16' Min. TEMPORARY STRIPING — CHANNELIZING > DEVICE SEE PA VEMENT FULL DEPTH RECLAMATION PLANS FOR PAVING LIMITS W/BLE ROAD CONSTRUCTION PHASING 'i SEE PLANS FOR L OCA TIONS NO T TO SCAL E PHASE No. I QRpFESS/pN� DEAN R REGISTER O CIVIL EGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD q CIVIL �� 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA�1F�� REVISIONS No. DA TE DESCRIP TION l 47 � I � I I L---- �W 29 W �....... ,:........ .�—.......... ....... .... � .._.. -... � _..-_..._............... ._.....;A_s. �_......_...._ . __......... � ... .........._ _• ._ S _....... L. L.,_LL!_._LL.L(..LL.(:=.1� LLLLL...L.LL.I...-L I LL.f_ T LLL.L.L L.LL LLL.LLL.L LLLLL.L.L.L.L.. LLLL..L.LL LLLL. LLLLLL.1__L LLLLLLL-[:L.L..LI_._LLLL.L.LLLLLLLI_L _-L..LLQ-L.L=LL.Ei:.LLL.L.L�.i._(.,.:'LLLL--LL.L-CLLL-L.LL-1= LL.:'t=LLL L LLL...LLLLLLLLLI, LL.LL.LLLLLLLLLLLI-.._LL.L.LL.LLLL.LLLL.LLLLLLLL.LL.L-LLLLLLLL LLLL..LL.L.L I 1 ? LLL-LLLLLLLLLL.L LLLLLLL_L 90A L? I u i I r I I I I t I I it I AFTER IUSINE-S HOURS — — y 1 I I' II I I i U -- - ),Z4- -rT i FINAL PAVEMENT STAGE D NOT TO SCALE PKOJECT PHA✓INO PLAN ` file Name.,Wible—Recon Drawn: S. L0WE PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCATIONS SHEET N CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK224 Engineer: N. GREWAL o Date: Jun. 25, 09 Checked By. W/BLE ROAD, PACHECO ROAD TO WHITE LANE 15 OF ---I I I I -T I 0 1 2 3 w 0 1 w z Q m 0 w F- F -- 0 J n 0 I I 3 O U N I 0 0 O m Q) I U O O U W I 0 0 N 0 z W W z z w I 0 0 J Ird PHASING LEGEND TRAFFIC CONTROL PHASING NOTES: FIALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CONTRACTOR SHALL COMPLY WITH THE CURRENT "M. U. T.C.D. " 21 NOT USED. F3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M. U. T C, D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREA TER THAN 5 FEET TO ALIGN W/ TH CONSTRUCTION PHASING LANES D5 NOT USED. © SHEETS 1 J THRU 18 ARE EXCL USI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T.C.D." Q7 ACCESS SHALL BE MAINTAINED DURING BUSINESS HOURS. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' � STREET AND � OF CONSTRUCTION `— SEE PA VEMENT FULL DEPTH RECLAMATION PLANS FOR PAVING LIMITS WIBLE ROAD CONSTRUCTION PHASING SEE PLANS FOR LOCA TIONS NOT TO SCALE PHASE No.2 0,pFESS/p�9 DEAN R F opo q��i REGISTER D C1 ll11 iFAGINEER 0 46803 * Exp, 6-30-11 CITY OF BAKERSFIELD C/v1 1501 TRUX TUN AVENUE BAKERSFIELD CA 93301 F OF CA��F�� REVISIONS No. DA TE I DESCRIP TION PACH R7 \ I BARB R WAY E S.J.V.R.R. R/W ! I { I C L---- F71 H7 � D] - - -�-- 7 -- ---� Z 6 e T 11 LJ JiLi LULL I � q fh. LI iLt t i e — L E 4 t j... ......... . J- 3 ROA D13L E' —I— -I -f S.J.V.R.R. R/W W1�"" I l SCALE: 1 ' " = 60 I I I I _ I I PACHECO ROAD CAME DRIVE 0AWRN WAY z N L FHA I TH IIH I -__- WD _ OF EXIST/NG ROADWAY - - - - -� HALF -WIDTH OF ROADWAY EMULSIFIED: ASPHALT-:-.-:::: it i J u - - - TREA:TED::BA:SE: 7 j 7 " e ; PHASE No.2- FULL DEPTH RECLAMATION PAVEMENT STAGING _ _ _-_ - 45 J+ NOT TO SCALE --...-..,.,._._.__._._._.__-- _-- � _._._._._..__ __-- - � �■ ' _ ti 1t�_` -- -- - -- -- - — �� W15LE F ROAD IN 0 ------ --- - --E I--__ _ „- — FINAL 0.20 PA VEMENT LIFT- WIDTH VARIES --� I I SCALE : 1 — 6 0 s I I I ( I PAVEMENT JOINTS SHALL BE ON LANE LINES ..................................................... WHITE LANE r: FINAL PAVEMENT STAGE NOT TO SCALE •- r P90 ECT PHA✓ING PLAN File Name: alible -Recon Drawn: S LOWS PAVEMENT REHABILITATION 2009 PHASE 3 - VARIOUS LOCATIONS SHEET NO CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job' No.: TOK224 Engineer: N. GREWAL Dote: Jun. 25, 09 Checked By. WIBLE ROAD, PACHECO ROAD TO WHITE LANE 16 OF 0 1 2 3 L -L -L- LLLLLLL PHASE WORK I CONSTRUCTION AREA AREAS SHALL REMAIN OPEN EXCEPT DURING THE FULL DEPTH RECLAMATION AND PAVING PROCESS(ES). LLLLLLL VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED alim PHASE 2 CONSTRUCTION 0.20' WHEN NOT CLOSED. WORK AREA TRAFFIC CONTROL PHASING NOTES: FIALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CONTRACTOR SHALL COMPLY WITH THE CURRENT "M. U. T.C.D. " 21 NOT USED. F3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M. U. T C, D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREA TER THAN 5 FEET TO ALIGN W/ TH CONSTRUCTION PHASING LANES D5 NOT USED. © SHEETS 1 J THRU 18 ARE EXCL USI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T.C.D." Q7 ACCESS SHALL BE MAINTAINED DURING BUSINESS HOURS. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' � STREET AND � OF CONSTRUCTION `— SEE PA VEMENT FULL DEPTH RECLAMATION PLANS FOR PAVING LIMITS WIBLE ROAD CONSTRUCTION PHASING SEE PLANS FOR LOCA TIONS NOT TO SCALE PHASE No.2 0,pFESS/p�9 DEAN R F opo q��i REGISTER D C1 ll11 iFAGINEER 0 46803 * Exp, 6-30-11 CITY OF BAKERSFIELD C/v1 1501 TRUX TUN AVENUE BAKERSFIELD CA 93301 F OF CA��F�� REVISIONS No. DA TE I DESCRIP TION PACH R7 \ I BARB R WAY E S.J.V.R.R. R/W ! I { I C L---- F71 H7 � D] - - -�-- 7 -- ---� Z 6 e T 11 LJ JiLi LULL I � q fh. LI iLt t i e — L E 4 t j... ......... . J- 3 ROA D13L E' —I— -I -f S.J.V.R.R. R/W W1�"" I l SCALE: 1 ' " = 60 I I I I _ I I PACHECO ROAD CAME DRIVE 0AWRN WAY z N L FHA I TH IIH I -__- WD _ OF EXIST/NG ROADWAY - - - - -� HALF -WIDTH OF ROADWAY EMULSIFIED: ASPHALT-:-.-:::: it i J u - - - TREA:TED::BA:SE: 7 j 7 " e ; PHASE No.2- FULL DEPTH RECLAMATION PAVEMENT STAGING _ _ _-_ - 45 J+ NOT TO SCALE --...-..,.,._._.__._._._.__-- _-- � _._._._._..__ __-- - � �■ ' _ ti 1t�_` -- -- - -- -- - — �� W15LE F ROAD IN 0 ------ --- - --E I--__ _ „- — FINAL 0.20 PA VEMENT LIFT- WIDTH VARIES --� I I SCALE : 1 — 6 0 s I I I ( I PAVEMENT JOINTS SHALL BE ON LANE LINES ..................................................... WHITE LANE r: FINAL PAVEMENT STAGE NOT TO SCALE •- r P90 ECT PHA✓ING PLAN File Name: alible -Recon Drawn: S LOWS PAVEMENT REHABILITATION 2009 PHASE 3 - VARIOUS LOCATIONS SHEET NO CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job' No.: TOK224 Engineer: N. GREWAL Dote: Jun. 25, 09 Checked By. WIBLE ROAD, PACHECO ROAD TO WHITE LANE 16 OF 0 1 2 3 w 0 J w z Q U) m w F- F- 0 - F - 0 J 0- 0 0 co Ii 7 m 0 0 �i 0 0 N N C i 0 t. ry 0 0 J U) i (N V) _ U) E 0 0 V w 0 0 N z ry w W z 0' zi W I IM PHASING LEGEND LLLLLLL PHASE I CONSTRUCTION AREAS SHALL REMAIN OPEN EXCEPT DURING THE LLLLLLL WORK AREA FULL DEPTH RECLAMATION AND PAVING PROCESS(ES). 'mm VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED PHASE 2 CONSTRUCTION 0.20' WHEN NOT CLOSED. WORK AREA TRAFFIC CONTROL PHASING NOTES: 1l ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS CONTRACTOR SHALL COMPL Y WI TH THE CURRENT "M. U. T. C. D. ". Q2 NOT USED. Q3 CONTACT Cl TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M. U. T C, D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THA T REOUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. M NOT USED. © SHEETS 1 J THRU 18 ARE EXCL USI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIA TE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T. C. D. R7 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' STREET AND � OF CONSTRUCTION F F VARIES VARIES SOUTH BOUND I NORTH BOUND PHASE 2 WIDTH VARIES PHASE 1 WIDTH VARIES 14' Min. 12' Min. _, _Varies TEMPORARY STRIPING — CHANNELIZING nrnni- - SEE PA VEMENT FULL DEPTH RECLAMA TION PLANS FOR PA VING LIMI IS HUGHES LANE CONSTRUCT/ON PHASING SEE PLANS FOR L OCA TIONS NOT TO SCALE PHASE No. I QRpF AN / ON • �F� AN R q� �. REGISTERED CIVIL LXNGINEER uj C 46803 * Exp.6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF � BAKERSFIELD, CA 93301 F M_ REVISIONS No. DA TE I DESCRIP TION 3 / / 47 % I 5;L"vj% I Vt:A f I I I I I I I i l l l I I I I S DRIVEWAY _ {___,_, DRIVEWAY (S loot { _...m.. .... _ r_LL - -LLL LLLLLL L �..... �{_.. {.� ...._.. _.�.., .�,.. _...._......_.�LLLLLLLLLLLLLL( LLLLLLLI LL LLLLI_LLi_Li LL .LI_ I._.L.LLL.LL LLL LLLLLLL€ LLL i l Li LL LLL! LLL LLL _._._ ___._ _ 7LLL LV7( LLLLLLLLLLL LL LLLLLLL LLLLLL_L( —L LLL; LLLLL._LLLI_..LL._LL.LL_! LLI 1...1._L.L..:....Li..v.LLLLL_!L. LLLi LL_€ LLL(_LLLLL_LLL_LLL_LLLLLLLLLLLLLLL L—:LLL_LI L_LLLLLi LLLL_LLLLL1_L L LLLLL_L_I LLLLL Ll L_i LLLLLLL_LLLLLLLLLL_L1 L_LLL_LLLLLLL_i L_ L_LLL_Li L LLLLLi LLLLLLL(_L LLLLLLLiL LLLLLCLLLLLLLLLL_L LLLLLi L L_LLL_LL L_t L_LLLLLLLLLi �M9 € L Llff L LLL LLt LL_L L ? L L LL L LL LLQ LL LLLLL L L_LLIL_ "�— DRIVEWAY �DRIVEWAY / ` D I "V Y "—"j—""' __9 1I— —II 1 �+ 7I�I� 171111IVEWAY HUGH�� _-, I -------Ir--- --I _ HALF—WIDTH OF EXISTING ROADWAY HALF—WIDTH OF EXISTING ROADWAY _---------- _- - - EMUG5- IREV ASRHAL:T i , . ;,]REA MD,;f A$ { PHASE No. I FULL DEPTH RECLAMATION PAVEMENT STAGING NOT TO SCALE FINAL 0.20' PAVEMENT LIFT -WIDTH VARIES PAVEMENT JOINTS SHALL BE ON LANE LINES I FINAL PA VEMENT STAGE NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA SCALE: 1"= 60' I I J I I 1 `- - - —_ — I _j I �-, �— LI I �' �^ I L I i Z SCALE: 1" = 60' _=n'1VhWAY I�(, -�I DRiVEWHYI ._ �... .� _..._ ._.._.. _. D VAY I Z._ ....... .... ........ . _............. .__.__._ ........ ..�— -.---.. -_ kZ��`t-=�:-Li�::Lc Li .... --L L L -L- _L.LL L LLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLI._LLLLLLLL_LL.LLLLL_L.LLLLL_LLL.LLLLL€..._L LL.LLLL_.LLL.LI_.L.LL..L.LL L.LL.. I. LLLLLLLL_L..LLI LLL.LLLL.LLLLLLI_LLLLLLLLLL.I...LL.L.-L®.LL.LLLLLLLLLL...L_LL_L.LLLL.LL.I._LL.LLL.L__LLL..1—L.L_I—LL_ _LLL.L.L..I_.L.(.__L.L_.i._.LL_LLLL.L_.L _!._.In_L ..� I —^ �__._. DRIVEt�Y HU(HES I L I LANA' 17 I----- --- � I ! I I -I I— I I I I I — �_1 I I I _" _ �, I I ------I L_ r I I SAN LORENZO AVENUE ' I ' ' PLANZ PROJECT PHA51NO PLAN PUBLIC WORKS DEPARTMENT Job No.::TOK224 EngineerN. GREWAL File Nome. -Hughes Lane FDR Drawn: S. LOWS PA VEMENT REHABIL ITA TION 2009 PHASE 3 -- VARIOUS LOCA TIONS : Date: Jun. 25, 09 Checked 8y. HUGHES LANE, WHITE LANE TO PLANZ ROAD 0 O ?83 SHEE T NO. 17 OF -46 1 2 3 — i PROJECT PHA51NO PLAN PUBLIC WORKS DEPARTMENT Job No.::TOK224 EngineerN. GREWAL File Nome. -Hughes Lane FDR Drawn: S. LOWS PA VEMENT REHABIL ITA TION 2009 PHASE 3 -- VARIOUS LOCA TIONS : Date: Jun. 25, 09 Checked 8y. HUGHES LANE, WHITE LANE TO PLANZ ROAD 0 O ?83 SHEE T NO. 17 OF -46 1 2 3 w 0 J w z Q U) m 0 w f- F - 0 J 0 �I 0 0 J W Q) / N a� 0 J I cn U E 0 c 0 U W I 0 0 N c� z w w z U z w I 0 0 J / 04 TRAFFIC CONTROL PHASING NOTES: 1❑ ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS CON TRACTOR SHALL COMPL Y W1 TH THE CURRENT "M. U. T. C. D. 21 NOT USED. Q3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M.U.T.C.D." TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. Q5 NOT USED. © SHEETS 1J THRU 18 ARE EXCLUSIVELY FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIA TE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T. C. D. ". Q7 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' I I I 1 DRI Y 31 T ..m DRIVEWAY rA F STREET AND � OF CONSTRUCTION VARIES S(DUTH BOUND PHASE 2 WIDTH VARIES VARIES NORTH BOUND PHASE 7 WIDTH VARIES I { Varies 1_ 12' Min. _, _ 14' Min. ..JLL I_ /I VLIWL/V I I VLL 1JLl- III RECLAMATION PLANS FOR PAVING LIMITS HUGHES LANE CONSTRUCTION PHASING QRpFESS/pN OF-ANQD F REGISTERED CIVIL E GINEER C 46803 * Exp.6-30-11 Cl TY OF BAKERSFIELD q CIV �L 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 F OF CAS_ REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 47 SEE PLANS FOR LOCATIONS NOT TO SCALE PHASE No.2 MA T RT MICIA DRIVEWAY DRIVEWAY I HUGHES — — — _ \ (DRIVEV1�AY (�— I( �� °° _ 1 SCALE: 1 — 60 11, ..�f DRIVEWAY f� i , { .. 77 — _ __.._ .. ...— .,,. __.. ...... _ t _.._ ._ .._ ..... ... ..._ _f.., f e 333 i __..�---.._....._...... I I F______I I _ J I�. F �—� _�--I �I L, i I � I_ _ , I LI I I I I HALF -WIDTH OF EXISTING ROADWAY L _ ( I I I � I} J I ..... -. �. .. HALF -WIDTH OF ROADWAY •_ EMULSIRM ASPHAL=T IR.EA:TED E::..... W ---' I-- —I —I -- --' I-- I �► I l — _ —J ova r? - a1 D 7 AY _ 7 7 7 -]'I DRIVEWAY I { DRiVY�1 aY DY PHASE No, 2 J — — I f 2 i FULL DEPTH RECLAMATION PAVEMENT STAGING Z _.. NOT TO SCALE _ ___ .. ._._ _......... ......... _......_................ ....w. .. .. 3 . _ I 7 HUGHES '�i LANA' I I - SCALE: 1 _ 60' � _I � �- . '° �' I I I I � I _—I I } I EI�_ FINAL a20 PAVEMENT LIFT WIDTH VARIES L — - � _ } I — � r I { I __� PAVEMENT JOINTS SHALL BE ON LANE LINES — — = ( I `� — — —" — _ ( � I } } ` I } I _ ( } L— I I ( — i 5A LORENZO AVENUE f'LAJNZ I ROAD FINAL PA VE'MENT STAGE NOT TO SCALE ` P1 D83 ECT PHA51N V `j''j J G PLAN File Nome: f�RO Hughes Lone FDR Drawn: S. LOWS PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCA TIONS SHEET NO CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK224 En gin eer: N. GREWAL Date: Jun. 25, 09 Checked 8y HUGHES LANE, WHITE LANE TO PLANZ ROAD. 78 OF X 1 2 3 PHASING LEGEND LLLLLLL PHASE WORK I CONSTRUCTION AREA Rm AREAS SHALL REMAIN OPEN EXCEPT DURING THE FULL DEPTH RECLAMATION AND PAVING PROCESS(ES). LLLLLLL VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED PHASE 2 CONSTRUCTION 0.20' WHEN NOT CLOSED. WORK AREA TRAFFIC CONTROL PHASING NOTES: 1❑ ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS CON TRACTOR SHALL COMPL Y W1 TH THE CURRENT "M. U. T. C. D. 21 NOT USED. Q3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M.U.T.C.D." TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. Q5 NOT USED. © SHEETS 1J THRU 18 ARE EXCLUSIVELY FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIA TE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T. C. D. ". Q7 ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' I I I 1 DRI Y 31 T ..m DRIVEWAY rA F STREET AND � OF CONSTRUCTION VARIES S(DUTH BOUND PHASE 2 WIDTH VARIES VARIES NORTH BOUND PHASE 7 WIDTH VARIES I { Varies 1_ 12' Min. _, _ 14' Min. ..JLL I_ /I VLIWL/V I I VLL 1JLl- III RECLAMATION PLANS FOR PAVING LIMITS HUGHES LANE CONSTRUCTION PHASING QRpFESS/pN OF-ANQD F REGISTERED CIVIL E GINEER C 46803 * Exp.6-30-11 Cl TY OF BAKERSFIELD q CIV �L 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 F OF CAS_ REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 47 SEE PLANS FOR LOCATIONS NOT TO SCALE PHASE No.2 MA T RT MICIA DRIVEWAY DRIVEWAY I HUGHES — — — _ \ (DRIVEV1�AY (�— I( �� °° _ 1 SCALE: 1 — 60 11, ..�f DRIVEWAY f� i , { .. 77 — _ __.._ .. ...— .,,. __.. ...... _ t _.._ ._ .._ ..... ... ..._ _f.., f e 333 i __..�---.._....._...... I I F______I I _ J I�. F �—� _�--I �I L, i I � I_ _ , I LI I I I I HALF -WIDTH OF EXISTING ROADWAY L _ ( I I I � I} J I ..... -. �. .. HALF -WIDTH OF ROADWAY •_ EMULSIRM ASPHAL=T IR.EA:TED E::..... W ---' I-- —I —I -- --' I-- I �► I l — _ —J ova r? - a1 D 7 AY _ 7 7 7 -]'I DRIVEWAY I { DRiVY�1 aY DY PHASE No, 2 J — — I f 2 i FULL DEPTH RECLAMATION PAVEMENT STAGING Z _.. NOT TO SCALE _ ___ .. ._._ _......... ......... _......_................ ....w. .. .. 3 . _ I 7 HUGHES '�i LANA' I I - SCALE: 1 _ 60' � _I � �- . '° �' I I I I � I _—I I } I EI�_ FINAL a20 PAVEMENT LIFT WIDTH VARIES L — - � _ } I — � r I { I __� PAVEMENT JOINTS SHALL BE ON LANE LINES — — = ( I `� — — —" — _ ( � I } } ` I } I _ ( } L— I I ( — i 5A LORENZO AVENUE f'LAJNZ I ROAD FINAL PA VE'MENT STAGE NOT TO SCALE ` P1 D83 ECT PHA51N V `j''j J G PLAN File Nome: f�RO Hughes Lone FDR Drawn: S. LOWS PAVEMENT REHABILITATION 2009 PHASE 3 -- VARIOUS LOCA TIONS SHEET NO CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK224 En gin eer: N. GREWAL Date: Jun. 25, 09 Checked 8y HUGHES LANE, WHITE LANE TO PLANZ ROAD. 78 OF X 1 2 3 w 0 .i w z _ m 0 w O J D_ 0 �r- I I Q rn L 0 0 0 N 0 L (D D C 0 a V) V) 0 U NI I..L I i 0 a' 0 E co I U E 0 C 0 U w rn 0 0 N c� z ry w w z 0 z w 0 0 J / RIO PACHECO -r - _ � ► t�Ml?S_ F ROAD K_ i�� kS .4 (fEh A) o S.. V RR�I:LF 140 SF �-�- _ LIP OF GUTTER RAILS SCALE: 1 " - 40' R/W CURB AND GUTTER FLOWLINE r CONSTRUCTION JOINT s FACE OF CURB 10' CURB AND 5 FLAT AREA - GUTTER TRANSITION AREA (�o 70 SF R%W ll LF € EXISTING AT -GRADE CONCRETE PANELS IW1BL E 1 AR En b i o vcsr- 1 -Nit!, u it"' 5 1 R/W S. J. V. f?? R/W 1 \ 90A0_ 2 ® ADJUST MONUMENT LID, `�' 1' WIDE STOP BAR AT&T AND CROSS WALK MARKINGS(WHITE) FRAME AND COVER. PER GAS VALVE IN MANHOLE TO BE INSTALL 6' O-1 OC.O.B. C= ."1 � , o � � A� n -ry 1PO/N T ;STA.: �I +32. 0 I I INSTALL DETAIL 31 ADJUSTED BY OTHERS. INSTALL DETAIL 38 W,V.QQ DQ WATER VALVE IN INSTALL 2 77 INSTALL RAILROAD HIGH DINT LEV.: SOUTH EDGE F CO 6' x 50' TYPE LOOP. � -�'� o1037 INSTALL DETAIL 21 oo DA LIGHT A T �, EW C RB AND GUTTER "' nELE�.�:MA 37 HIGH 0/NT TA.: 1+13.5 + "' HIG POIN ELEV. 375. 1 74.88P. I V.1. EL V.: 3' 7gHIGH 23+� 375,54 37 37 E POINT STA.: 1+20. 5 50. ' VER /CAL URVE VERTCAL CURVE E 76�j� 1 AND GUTTER FLIWLINE I I 76 P. V.I. S : 21 12.59 ISH A VEM I � + NT SH,4LL I 1.847 ° 37- EX STING STA: 21+J 6.08 ALIGN ENT 0 E THE t 6 ° i T50. 0' VE TICAL CURV37 _ - _-_ _ _ FLOWONE GR II AK DE B : E ? L f 1 _ I ; i I ELEV. 375.1 370 OP 0 EXIST IE G i i v v 3 STA. TOP F EXISTING STA. 21 + 1 �. 89 , EX TENSI N OF VER TIC�1 L I I I i ' i ELE MA T H EXl TING° - 0 EA CURB AND I / -UR 76FLOWL T SHA L37 M/ N R _- 372 + AO' T FL i LIN!PKOFILE NE SH LL rnDAYLI Q W D PLIGHT AT 74 a OF E STING �. IT Lnv HT A W C i I N A LU,TO OF lS TlNTOP S14: 20 65.20,5T ING RAILROAD TRACKS- �� CONC ETE P NELEND vvC13 M IAN Rv IE� R -- -- 2C�+ 14.0.E N W CU B AN GUTT 37 S74:__ V.: 3 37 37 I _ _- EXI TING R ELEV ATCH EXiS_ G EL - _ 74 EV.: -. 72 , MApTC P.G.L. CURB ND G TTER LOWLI E ILROA TRA KS FACE; - P. Fl p SH GRADE T - -, CH E -:-- G -`1 TWE �� FL Ot..1 .L. O STA: 21 75A IGNME EX1 TING OUND ALONBEGI AL GNME NEW CURB ND G TTER F CE OF MEDIA CUR W AN GUTT R FLO LINE37 FA E OF EDIAN CURB C.R. CUR RETU AT N m ` - _---_- L L, i I �' t��0 j IiE I 72 35 ° TCHEX/S - A ---?_+2 e40---- RA/L NGS -- - STAA. 1.4 , 60 - FL0 INE G ADE EAK FL0 LINE RADE REAKTRAC <S S ELEV. 375.2 ELE : 375. 537__ 70___e_ �.__ T,4...- * 92:6. KEV.• ISTlN CONC ETE NELSOWLIN GRA E BRE 3 4.92 TENS/ N OF VERTI L 2-62 ALIN NFL WLINE GRAD BREA F WES CUR AND 36EL V 37 .26 (p$ 0 r L 2 ® ADJUST MONUMENT LID, `�' 1' WIDE STOP BAR AT&T AND CROSS WALK MARKINGS(WHITE) FRAME AND COVER. PER GAS VALVE IN MANHOLE TO BE INSTALL 6' O-1 OC.O.B. INSTALL TYPE IV ARROWS I INSTALL DETAIL 8 1PO/N T ;STA.: �I +32. 0 I I INSTALL DETAIL 31 ADJUSTED BY OTHERS. INSTALL DETAIL 38 W,V.QQ DQ WATER VALVE IN INSTALL DETAIL 38A 77 INSTALL RAILROAD HIGH DINT LEV.: SOUTH EDGE F CO CRETE PANE( 6' x 50' TYPE LOOP. INSTALL "ONLY" MARKINGS INSTALL DETAIL 21 oo DA LIGHT A T �, EW C RB AND GUTTER "' nELE�.�:MA 37 HIGH 0/NT TA.: 1+13.5 + "' CO CRETE PANE TH EXlTING 74 V.I. EV.: 74.88P. I V.1. EL V.: 3' .51 23+� 375,54 37 37 E 50. ' VER /CAL URVE VERTCAL CURVE E 76�j� 1 AND GUTTER FLIWLINE I I 76 P_G_L__pAff_5H_ OF PA EMEN GRADE AL ON o^ I o ^'� ISH A VEM I � + NT SH,4LL I 1.847 ° 37- EX STING STA: 21+J 6.08 ALIGN ENT 0 E THE t 6 ° i A YLIGH SCR T ATS74. fir` _p 1A 91 37 _ - _-_ _ _ FLOWONE GR II AK DE B : E ? L f 1 _ I ; i I ELEV. 375.1 370 OP 0 EXIST IE G i i v v 3 STA. TOP F EXISTING STA. 21 + 1 �. 89 , EX TENSI N OF VER TIC�1 L I I I i ' i ELE MA T H EXl TING° - 0 EA CURB AND I / -UR VEME T SHA L37 M/ N R _- 372 + AO' T FL i LIN!PKOFILE Q W D PLIGHT AT 74 a OF E STING �. IT Lnv W C i I N A LU,TO OF lS TlNTOP S14: 20 65.20,5T ING RAILROAD TRACKS- �� vvC13 M IAN Rv IE� �j -- -- 2C�+ 14.0.E EXIST�IVG COAL CRET PANE S S74:__ 21+95.25, V.: 3 37 37 I _ _- EXI TING R EX/STING .._C7GlME1Cl - ALONG @ LA EL - _ 70 EV.: -. 72 , MApTC - ` G $°�° ° ILROA TRA KS FACE; - P. Fl p SH GRADE T - -, CH E -:-- G -`1 TWE �� FL Ot..1 .L. O STA: 21 75A IGNME T OF HE AL GNME T OF 711E( EC EV.: 34.7037 F CE OF MEDIA CUR FA E OF EDIAN CURB t 70 L I �' t��0 j IiE I 1eo__� HORIZONTAL: 1 " = 20' VERTICAL: 1" = 2' STRIPING NOTESINSTALL ® ADJUST MONUMENT LID, `�' 1' WIDE STOP BAR AT&T AND CROSS WALK MARKINGS(WHITE) FRAME AND COVER. PER GAS VALVE IN MANHOLE TO BE INSTALL 6' O-1 OC.O.B. INSTALL TYPE IV ARROWS I INSTALL DETAIL 8 1PO/N T ;STA.: �I +32. 0 I I INSTALL DETAIL 31 ADJUSTED BY OTHERS. INSTALL DETAIL 38 W,V.QQ DQ WATER VALVE IN INSTALL DETAIL 38A 77 INSTALL RAILROAD a CROSSING SYMBOL INSTALL "C" INSTALL 2' WIDE CUB AN GUTTER r< TRANSVERSE LINES 6' x 50' TYPE LOOP. INSTALL "ONLY" MARKINGS INSTALL DETAIL 21 SYMBOLS ® ADJUST MONUMENT LID, `�' _. _ AT&T I _ FRAME AND COVER. PER GAS VALVE IN MANHOLE TO BE INSTALL 6' O-1 OC.O.B. DRAWING 5-29. I ROADWAY TO BE ADJUSTED BY OTHERS. DIAMETER 1PO/N T ;STA.: �I +32. 0 I I 37e _. ADJUSTED BY OTHERS. TYPE "E" ADJUST MANHOLE LID, W,V.QQ DQ WATER VALVE IN PG&E V.I.EL V.: 3 5.38 I VERTICAL ICURVE' i I 576 FRAME AND COVER. PER ROADWAY TO BE a MANHOLE/GAS VALVE INSTALL "C" C.O.B. DRAWING S-7. ADJUSTED BY OTHERS. CUB AN GUTTER r< BE ADJUSTED BY OTHERS. RS 6' x 50' TYPE LOOP. CITY OF BAKERSFIELD, CALIFORNIA TRUNCATED DOMES RpFESS/O,v pEANSIDEWALK REGISTERED Cly ENGINEER C 46803 10' CURB AND Exp. 6-30-11 GUTTER TRANS/TION AREA CI TY OF BAKERSFIELDFACE OF CURB 1501 TRUX TUN A VENUEBAKERSFIELD, CA 93301CURB AND GUTTER FLOWLINE REVISIONS '" OF GUTTERFLAT AREA No. DA TE DESCRIPTION CONCRETE PANELS EXTE DED PA NG T T RO GH INTERSECTION CURB AND GUTTER TRANSITION DETA IVIV.`` BASIS OF BEARING THE CENTERLINE OF WIBLE ROAD FROM THE MONUMENT A T THE SOUTHEAST CORNER OF SECTION F, 14, T. 30 S., R. 27 E., A T STA. 20+00, TO THE L TS 0 C T, MID-SECTION MONUMENT A T THE INTERSECTION " I OF WIBLE ROAD AT WHITE LANE, STA. 46+46.57, WAS USED AS THE BASIS OF BEARING = NORTH 00' 35' 15" EAST BENCHMARK CA MLE PRI VSE THE MONUMEN T A T THE CEN TERLINE IN TERSEC TION OF WIBLE ROAD AT PACHECO ROAD, STA 19+26.19 MONUMENT ELEV. = 371.65 NAD83 DA TUM 01/06/2010 N VI LIMI S H U /LAND RE -PROFILED ROADWAY AT RAILROAD CROS NG. NOT TO SCALE 2 3 / / SHEET 19 CONSTRUCTION NOTES 1I NEW CURB AND GUTTER SHALL FOLLOW THE HORIZONTAL ALIGNMENT OF EXISTING CURB AND GUTTER. 12� END WESTERL Y SIDEWALK A T NORTH RAILROAD RIGHT OF WA Y LINE, A T STA TION 21+ 63.08. a3 CONTRACTOR SHALL RECONSTRUCT CURB GUTTER AND SIDEWALK PER 1 20_� _. _ I _ I I H/Gl I ° HIGH 1PO/N T ;STA.: �I +32. 0 I I 37e _. P. 1. STA.: e P. 20+0.90 50.0 V.I.EL V.: 3 5.38 I VERTICAL ICURVE' i I 576 50.09' HIGHPOINT--ii-V: ICAL URVE s o : ,75.37 j CUB AN GUTTER r< € 1 I I DA LIGHT A T �, EW C RB AND GUTTER "' nELE�.�:MA 37 IGH P° INT S A.: 2113.48 + "' CO CRETE PANE TH EXlTING 74 ' I P. V.l. ELE 23+� 375,54 37 E , 50.06' VERTCAL CURVE E FLOWbNE >>IQj 1 AND GUTTER FLIWLINE I I 76 P_G_L__pAff_5H_ OF PA EMEN GRADE AL ON o^ I o ^'� ISH A VEM I � + NT SH,4LL I 1.847 ° 37- EX STING STA: 21+J 6.08 ALIGN ENT 0 E THE t 6 ° i A YLIGH SCR T ATS74. fir` _p 1A 91 37 _ - _-_ _ _ FLOWONE GR II AK DE B : E ? L f 1 _ I ; i I ELEV. 375.1 370 OP 0 EXIST IE G i i v v 3 STA. TOP F EXISTING STA. 21 + 1 �. 89 , EX TENSI N OF VER TIC�1 L I I I i ' i ELE MA T H EXl TING° - 0 EA CURB AND I / -UR _ v v i M/ N R _- 372 1 AO' T FL i LIN!PKOFILE 572 a I S14: 20 65.20,5T ING RAILROAD TRACKS- h ' IE� 77A: -- -- 2C�+ 14.0.E EXIST�IVG COAL CRET PANE S S74:__ 21+95.25, V.: 3 4.43 -__ 37 I _ _- ; _ _ -_ 1 EX/STING .._C7GlME1Cl GROUND fi ALONG @ _ EL - _ 70 EV.: -. X74.29 f ° FACE; OF M IAN Gp RB TWE �� FL Ot..1 O 1 36 68 CURB AND GUTTER TRANSITION DETAIL ON THIS SHEET. 4a CONTRACTOR SHALL RECONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. S-1, A T THE LOCA TIONS INDICA TED ON THE PLANS. a5 CON TRACTOR SHALL RECONSTRUCT DRI VEWA Y A T LOCA TION(S) INDICATED ON THE PLANS. Q CONTRACTOR SHALL RECONSTRUCT SIDEWALK AT LOCATION INDICATED ON THE PLANS. ❑7 CONTRACTOR SHALL CONSTRUCT CASE "A " ACCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLAN RSP A 88 (DATED SEPTEMBER O1, 2006) 8❑ CONTRACTOR SHALL CONSTRUCT CASE "B" ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLAN RSP A 88 (DATED SEPTEMBER 01, 2006) GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONS/BILI TY FOR LOCA TING UTIL I TIES /N THE FIELD /S PLACED SOL EL Y ON THE CONTRACTOR. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. 3 THE POSTED SPEED LIMIT ON WIBLE ROAD IS 45 M.P.H.; THEREFORE, THE TYPE "E" ADVANCED DETECTOR LOOPS SHALL BE INSTALLED 285' BEHIND THE LIMIT LINE/STOP BAR.^ 4 REFER TO ORIGINAL PLAN SET FOR NOTES AND INFORMATION REGARDING IMPROVEMENTS NORTH OF RAILROAD CROSSING. f File Nome.- Wible-RR-Cr PUBLIC WORKS DEPARTMENT Job No.: TOK224 Do te: Jon. 7, 10 Drawn: S. L0WE "`- Engineer: N. GREWAL Checked By: LEGEND FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS THE DEPTH OF PULVERIZATION AND EXCAVATION SHALL CONFORI TO THE ROADWAY SECTIONS ON SHEET 3 OF THESE PROJECT PLAN` 7//7:7;]LIMITS OF NEW PROFILES. 0 iI :TION AND 90APIMAY KE-P90FILINO PLAN I � BlL TA lO 2 09 H S 3 -- VARIOUS LOCA WIBLE ROAD, PACHECO ROAD TO WHITE LANE Q rI j� SHEET NO 19 OF 0 1 2 3 I I H/Gl POINT ELEV. -1 375.24 ° HIGH 1PO/N T ;STA.: �I +32. 0 I I 37e P. 1. STA.: e P. 20+0.90 50.0 V.I.EL V.: 3 5.38 I VERTICAL ICURVE' i I 576 50.09' VER ICAL URVE s o c 1, CUB AN GUTTER r< € 1 I DA LIGHT A T �, EW C RB AND GUTTER "' nELE�.�:MA 37 °j + "' CO CRETE PANE TH EXlTING 74 EiISTING GROUT O ALOe G iV j CUTTER FLOWbNE >>IQj 1 AND GUTTER FLIWLINE I I °°37 X72 EI I 1.847 ° EX STING STA: 21+J 6.08 0.8 ° � I STA: �1+009 ' � ; I FL 0 KL NE GR ADE BPEAK � I ; TRI CKS ELEV 37.x, 38 � f 37 I FLOWONE GR II AK DE B : E ? L f 1 _ I ; i I ELEV. 375.1 370 ELEV.• 375.O�i Co �i j I STA. 20+2.90 ' STA. 21 + 1 �. 89 , EX TENSI N OF VER TIC�1 L I I I i ' i ELE MA T H EXl TING° ELEV 375.' 3 0 EA CURB AND I 36 i G/TTERLOWLIIE i 368 1 AO' T FL i LIN!PKOFILE File Nome.- Wible-RR-Cr PUBLIC WORKS DEPARTMENT Job No.: TOK224 Do te: Jon. 7, 10 Drawn: S. L0WE "`- Engineer: N. GREWAL Checked By: LEGEND FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS THE DEPTH OF PULVERIZATION AND EXCAVATION SHALL CONFORI TO THE ROADWAY SECTIONS ON SHEET 3 OF THESE PROJECT PLAN` 7//7:7;]LIMITS OF NEW PROFILES. 0 iI :TION AND 90APIMAY KE-P90FILINO PLAN I � BlL TA lO 2 09 H S 3 -- VARIOUS LOCA WIBLE ROAD, PACHECO ROAD TO WHITE LANE Q rI j� SHEET NO 19 OF 0 1 2 3