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HomeMy WebLinkAbout6.1-1713LIST OF DRAWINGS SHEE T 7 TI TL E SHEE T SHEE T 2 DETAILS SHEET SHEE T 3— 5 ACCESS RAMP RECONSTRUCTION SHEET 6-8 FULL DEPTH RECLAMATION—ASHE ROAD SHEET 9-10 PHASING PLAN CITY STANDARDS ST -1, ST -2, ST -7, ST -9, ST -12, ST -14, ST -27 STATE STANDARDS CITY 0� 3A/< : S- --D DEPARTMENT 0F PUBLIC WORKS PAVEMENT REHABILITATION 2009 PHASE 2 ASHE ROAD: WH/TE LANE TO MING AVENUE A20A, A20B, A20C, A20D, A24A, A24D, A24E, A88A FEDERAL PROJECT NO.: CITY PROJECT NO PROJE L OCA T1 ESPL 5109 (755) .: TO K223 LOCATION MAP NOT TO sc.aLc I FINAL PAY QUANTITIES I TRAFFIC STRIPING, CONVENTIONAL SYMBOLS 8 (PAINT) TRAFFIC EASEMENT DETAIL EXIST CURB &GUTTER TRAFFIC STRIP/NG, RIGHT—OF—WAY 37 (PAINT) EXIST A. C. FLOWLINE STR/P/NG, DETAIL CENTERLINE '�' '�' '�' EXIST EDGE OF PAl/EMENT DETA/L 38A (PAIN T) RAILROAD TRACKS STRIPING, GUARD RAIL 39 (PAIN T) x CHAIN LINK FENCE DETAIL IMPROI/EMENrS PA l/EMEN T MARKINGS (WHITE PAINT) FIRE HYDRANT PA UTILITY SYMBOLS W EXIST WATER LINE s EXIST SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND LINES POWER LINE ry EXIST UNDERGROUND r EXIST UNDERGROUND TV CABLES PHONE UNE o EXIST 0/L LINE FO EXIST FIBER OPTIC LINE M. HH MANHOLE FIRE HYDRANT P.P. W.M. -t- POWER POLE ❑ WATER METER w. v. EXISTING MONUMENT WATER VALVE ❑ FUTURE MONUMENT G. M. GAS METER S.L. G.V. �E STREET LIGHT DQ GAS VALVE 0—� STREET LIGHT W/MAST ARM -Q� BENCHMARK C.O. 0 CLEAN OUT f AUTO SCOPE C!:E�, MAILBOX Q PRE—EMPTION DEVICE ESPL 5109 (755) .: TO K223 LOCATION MAP NOT TO sc.aLc I FINAL PAY QUANTITIES I TRAFFIC STRIPING, DETAIL 8 (PAINT) TRAFFIC STR/P/NG, DETAIL 27 (PAINT) TRAFFIC STRIP/NG, DETAIL 37 (PAINT) TRA FF/C STR/P/NG, DETAIL 38 (PAIN T) TRAFFIC STRIP/NG, DETA/L 38A (PAIN T) TRA FF/ C STRIPING, 'DETAIL 39 (PAIN T) TRA FF/ C STRIPING, DETAIL 39A (PAINT) PA l/EMEN T MARKINGS (WHITE PAINT) FIRE HYDRANT PA I/EMENT MARKINGS, TYPE 'D' 11,238 LF 815 LF 4,364 LF 11106 LF 233 LF 9,767 LF 11700 LF 2481 SOFT 21 EA PUTTING AMERICA TO WORK PROJECT FUNDED BY THE American Recovery and Reinvestment Act CU- sD-O STATE OF CALIFORNIA M CLASS A Job No.: TOK223 File Path: K: \LDD—ENGINEERING\2009 Economic Stimulus—Ashe Road\dwg File Name: ASHE—RD—ESTIMATE-010606. dwg NO TE.- THE E:THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 7-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH QROFESS pEAN fy- C 46803 * Exp. 6-30-11 J]9TF C / V I OF CAL�F 7.72 MILES 11 APPROVED BYc 11 Flo RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-09 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: frl !S. 1111 / iia 13c)/ of SISTANT P LIC WORKS DIRECTOR DATE /40� ht;�� TRAFFIC ENGINEERING DATE PA VEMENT REHABIL ITA TION 2009 PHASE 2 NO 1 ASHE ROAD- WHITE LANE TO MING AVENUE of 10 SHEETS 0 1 2 3 N w Q C� Z O w z Q J Z w Z Q N w Z 0 O N Q Z w Z .w Lu Q 0 1 2 3 LEGEND EXISTING SIGN PROPOSED SIGN RELOCATION ® EXISTING WATER VALVE PROPOSED WATER VALVE RELOCATION --a— EXISTING FIRE HYDRANT ��— EXISTING STREET LIGHT/SIGNAL — — — — — — — — — — EXISTING CONCRETE RIGHT OF WAY 0 0 0 ■ ■ 0 ■ ■ ■ EXISTING BLOCK WALL FLOWLINE CURVE DATA D = 9013'11" R=19.94' L = 31.39' T = 20.01' NOTTINGHAM FLOWLINE CURVE DATA D = 88'56'21" R = 20.11' L = 31.21' T = 19.74' NOTES REV/SIONS No. DA TE DESCRIP TION CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS w 0 STATHIS PLAN, DARD PINCLUD NG CURB AND LAN A88A AND THE DETAIL SHOWN ON CONSTRUCT NEW CASE "B" HANDICAP RAMP PER CALTRANS 02 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER /\ ® RELOCATE SIGN AS SHOWN AND AS DIRECTED BY THE ENGINEER ® REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION ® REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP U9 REMOVE SHRUB(S) AND MODIFY IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP 16 ADJUST UTILITY LID TO FINAL GRADE AND SLOPE 0 ry W Q C ->i FLOWLINE CURVE DATA D = 893431" R = 19.91' L = 31.13' T = 19.77' m FLOWLINE CURVE DATA D = 91'18'3" R = 19.75' L = 31.48' T = 20.21' 0 ry W Q m FLOWLINE CURVE DA D = 934; R = 19.8: L = 32.4; T = 21.1E RONSON LN. FM FLOWLINE CURVE DATA D = 91'0'8" R = 19.67' L = 31.25' T = 20.02' ASHE RD. & BRONSON LN. c3- 6.2' 9�C,5, MP-�suN 5.5' r'L ; ,y `��' oQ\kofESS fo'�t SCALE. • 1 " = 10' UW J. PARKS r'n No. 5+8155 * Exp. 6-30-10 civi 0 ASHE RD. & NOTTINGHAM L N. REGISTERED CIVIL ENGINEER DATE OF CA1-�F SCALE. 1 " = 10 i ER 1800 30th Street, Suite 260ENmmm �,)t . _ Bakersfield, Califomia 93301 / /71 (661) 327-1969 Fie Namc Ashe Romps dwg Drawn: DJM PAVEMENT REHABILITA77ON 2009 PHASE 2 ASHE ROAD, WHITE LANE TO MING .AVENUE SHEET N0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-22.1 Engineer. MJW Date: JUNE 25, 2009 Checked By. IJP ACCESS RAMP RECONSTRUCTION 3 OF 10 0 1 2 3 LEGEND 0 EXISTING SIGN PROPOSED SIGN RELOCATION ® EXISTING WATER VALVE --�— EXISTING FIRE HYDRANT ��— 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 CONSTRUCT NEW CASE "B" HANDICAP RAMP PER CALTRANS 122 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER ® RELOCATE SIGN AS SHOWN AND AS DIRECTED BY THE ENGINEER CONTRACTOR SHALL ADJUST PULL BOXES TO O MATCH FINAL GRADE AS REQUIRED IN THE LIMITS OF THE RECONSTRUCT © REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION ® REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP �9 REMOVE SHRUB(S) AND MODIFY IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP 10 SAWCUT 11 CONTRACTOR SHALL ADJUST PULL BOXES TO MATCH FINAL GRADE AS REQUIRED IN THE LIMITS OF THE RECONSTRUCT 12 ADJUST TELEPHONE VAULT TO MATCH FINAL GRADE BY OTHERS 13 POUR AROUND UTILITY BOXES AS DIRECTED BY THE ENGINEER 6 0y LTJ U) Q C3i FLOWLI NE CURVE DATA D = 9011'30' R = 19.91' L = 31.34' T = 19.98' 3 WAY RLE -VISIONS No. DA TE DESCRIP TION 371 / / FLOWLINE CURVE DATA D= ..�.�,�.." R = L = T= ASHE RD. & HERB WAY S• V J. \ �OQROFESS/p,�l SCALE.1 = 10 5.7' C9 M J. PARKS th , Irr No.5.8155 ;;a* Exp.6-30-10 Rq PAD IN BACK SHALL REMAIN IN PLACE. CONTRACTOR TO USE CAUTION AROUND I _ 2� ' I Clvt� - EXISTING SIGNAL FACILITIES. EGISTERED CIVIL ENGINEER DATE Cat -t SCALE. 1" = 10' ASHE RD. & NORTH HALFMOON DR.�W�� I1800 30th Street, Suite 260 �+/213 Bakersfield, Califomia 93301 661 327-1969 Fie Nom Ashe Ramps dwg Drawn: DJM PAVEMENT REHABILITA77ON 2009 PHASE 2 ASHE ROAD, WHITE LANE TO MING AVENUE SHEET No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-22.1 Engineer: MJW Date. JUNE 25, 2009 Checked By. IJP ACCESS RAMP RECONSTRUCT70N 4 OF 10 0 1 2 3 LEGEND EXISTING SIGN PROPOSED SIGN RELOCATION ® EXISTING WATER VALVE —�- EXISTING FIRE HYDRANT EXISTING STREET LIGHT/SIGNAL - — — — — — — — — - EXISTING CONCRETE -- — — — RIGHT OF WAY NOTES CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS 01 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER CONSTRUCT NEW CASE "B" HANDICAP RAMP PER CALTRANS 02 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER ® RELOCATE 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 Q REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION ■ ■ ■ ■ ■ E E M E ■ EXISTING BLOCK WALL ® REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH /\ CONFLICTS WITH NEW RAMP /4 AN CIA %&#^I IT 0 Q% Lv S V) Q Am STEREO CIVIL ENGINEER FLOWLIN I CURVE C D=90' R=19.' L = 31., T = 20.1 REV/S/ONS No. DA TE DESCRIPTION / / w� 371 / / 471 / / FLOWLINE CURVE DATA D = 90'25'57" R=19.9' L = 31.41' T = 20.05' ASHE RD. & SPICE WAY G-2t,-z--XD9 DATE ���oQROFEsslo,�l�ti c UW J. PARKS a No. 55155 ;a * Exp. 6-30-10 s�gTF CIV I SCALE. • 1 " = 10' ® ASHE RD. & SOUTH HALFMOON DR. SCALE.- 1 " = 10 1 IVY �y 1800 30th Street, Suite_J Bakersfield, Califvmia 9330101 661 327-1969 Fie Nam • Ashe Ramps dwg Drawn: DJM PAVEMENT REHABILITA 77ON 2009 PHASE 2 ASHE ROAD, WHITE LANE TO MING A VENUE SHEET No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-22.1 Engineer. MJW Date: JUNE 25, 2009 Checked By. IJP ACCESS RAMP RECONSTRUCTION 5 OF 10 0 1 2 3 0 J Q O 0 0 0 Q W I O I W Q 0 0 0 k W U Q J F: 0 z 0 W rn 0 0 N W W z W I O O J t U W D 0 FK n II 0 z 77 0 W m FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF RECLAMATION ON ASHE ROAD SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. HALF-MOON DRI INSTALL 6' x 50' TYPE "C" LOOP O INSTALL 6' x 6' TYPE "B" LOOP ADJUST MONUMENT LID, FRAME, AND COVER PER C.O.B. DRAWING S-29 40-H. ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 V. WATER VALVE TO BE ADJUSTED BY OTHERS G. GAS VALVE TO BE ADJUSTED BY OTHERS APARTMENT COMPLEX END TAPER R�:_r_INI TRANJCITIr11\IC 11 INSTALL DETAIL 38A GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR L OCA TING U TIL /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. CNlfl TOANICITInNIC` • CONSTRUCT/ON NOTES 0 MANHOLE TO BE ADJUSTED BY OTHERS © CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL Fil INSTALL FIRE HYDRANT MARKERS AS SHOWN AND DETOUR PLANS SUBMITTED FOR REVIEW AND ON PLANS (FIELD VERIFY LOCATION). ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC �3 ALL EX/STING MONUMENT LIDS, MANHOLES, ENGINEERING DIVISION CONTRACTOR SHALL CONFORM CLEANOUTS, VA VE BOXES AND CONCRETE WITH THE CURRENT VU TCD PADS EFFECTED BY FULL DEPTH RECLAMA TION ❑7 CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SHALL BE LOWERED TO NEW FINISH GRADE 4❑ CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CITY STANDARD ST -1 CURB & GUTTER PER CAL TRANS STANDARD ®CON TRACTOR SHALL CONSTRUCT CROSS GUTTERS PER PLAN ASSA (SEE DETAIL SHEET FOR TYPE). CITY STANDARD ST -7. CONTRACTOR SHALL CONSTRUCT CONCRETE FINISHES SHALL FOLLOW STANDARD SPECIFICATIONS 73-1.06. ACCESS RAMPS AND ADJACENT CURB &GUTTER PER CAL TRANS STANDARD PLAN A88A TYPE CM. ❑5 TYPE E LOOPS SHALL BE PLACED 345' BACK OF LIMIT LINE OF INTERSECT/ON DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL0KINE SHALL BE A MINIMUM OF 1.5" BEL OW THE SURFACE OF THE PA VING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS APARTMENT COMPLEX REGISTERED Cl VIL iINGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93309 QRpF E S S / piV F� F_ AN jCl) Lu Of C 46803 * Exp. 6-30-11 J']9TF CIV �F CALIF REVISIONS No. DA TE I DESCRIP TION 171 // 27 / / 371 / / 471 / / SCA LE.• I "=40' 0 0 N File NOme.ASHE-RD-ESTIMATE Drawn: N. GREWAL PAVEMENT REHABILITATION 2009 PHASE 2 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK22J Engineer: N.GREWAL Date: JUNE 24, 2009 Checked BY i4___ ASHE ROAD= WHITE LANE TO MING AVENUE -CONSTRUCTION PLANS .)- 1713 0 0 SHEET No. I 6 OF 70 0 1 2 3 STRIPING NO TES Ot INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O2 INSTALL TYPE IV ARROWS O INSTALL "BIKE LANE" AND ARROW MARKINGS. OINSTALL DETAIL 8 OINSTALL DETAIL 21 6O INSTALL DETAIL 31 O7 INSTALL DETAIL 38 Og INSTALL DETAIL 39 O9 INSTALL DETAIL 39A 10 INSTALL DETAIL 40 11 INSTALL DETAIL 38A GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR L OCA TING U TIL /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. CNlfl TOANICITInNIC` • CONSTRUCT/ON NOTES 0 MANHOLE TO BE ADJUSTED BY OTHERS © CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL Fil INSTALL FIRE HYDRANT MARKERS AS SHOWN AND DETOUR PLANS SUBMITTED FOR REVIEW AND ON PLANS (FIELD VERIFY LOCATION). ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC �3 ALL EX/STING MONUMENT LIDS, MANHOLES, ENGINEERING DIVISION CONTRACTOR SHALL CONFORM CLEANOUTS, VA VE BOXES AND CONCRETE WITH THE CURRENT VU TCD PADS EFFECTED BY FULL DEPTH RECLAMA TION ❑7 CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SHALL BE LOWERED TO NEW FINISH GRADE 4❑ CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CITY STANDARD ST -1 CURB & GUTTER PER CAL TRANS STANDARD ®CON TRACTOR SHALL CONSTRUCT CROSS GUTTERS PER PLAN ASSA (SEE DETAIL SHEET FOR TYPE). CITY STANDARD ST -7. CONTRACTOR SHALL CONSTRUCT CONCRETE FINISHES SHALL FOLLOW STANDARD SPECIFICATIONS 73-1.06. ACCESS RAMPS AND ADJACENT CURB &GUTTER PER CAL TRANS STANDARD PLAN A88A TYPE CM. ❑5 TYPE E LOOPS SHALL BE PLACED 345' BACK OF LIMIT LINE OF INTERSECT/ON DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL0KINE SHALL BE A MINIMUM OF 1.5" BEL OW THE SURFACE OF THE PA VING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS APARTMENT COMPLEX REGISTERED Cl VIL iINGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93309 QRpF E S S / piV F� F_ AN jCl) Lu Of C 46803 * Exp. 6-30-11 J']9TF CIV �F CALIF REVISIONS No. DA TE I DESCRIP TION 171 // 27 / / 371 / / 471 / / SCA LE.• I "=40' 0 0 N File NOme.ASHE-RD-ESTIMATE Drawn: N. GREWAL PAVEMENT REHABILITATION 2009 PHASE 2 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK22J Engineer: N.GREWAL Date: JUNE 24, 2009 Checked BY i4___ ASHE ROAD= WHITE LANE TO MING AVENUE -CONSTRUCTION PLANS .)- 1713 0 0 SHEET No. I 6 OF 70 0 1 2 3 0 O O O O I Q ti W I 0 I W Q 0 0 0 W Q I J 0 z 0 W rn O 0 N W W Z W I 0 0 J IS LEGEND FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF RECLAMATION ON ASHE ROAD SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. 1411200 LF 18 11200 LF O O Ln - TV S YMB OLS I NSTAL_L_ 6' x 50' TYPE "C" LOOP O INSTALL 6' x 6' TYPE "B" LOOP 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 1200 LF BEGIN STA 46+12 END STA 46+27 1200 LF �� U 1166 LF 15 LF No E STRIPING NO TES O1 �{% IIIA �� 02 IIIIIIN Iii' U 1166 LF 15 LF M GENERAL NOTES 1 ALL UTILI TY LOCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR L OCA TING U TIL I TIES IN THE FIEL D IS THE CONTRACTOR'S 2 ALL STR/PING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. S 18 SQFT r" CONSTRUCT/ON NOTES ❑1 MANHOLE TO BE ADJUSTED BY OTHERS © CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL ❑2 INSTALL FIRE HYDRANT MARKERS AS SHOWN AND DETOUR PLANS SUBMITTED FOR REV/EW AND ON PLANS (FIELD VERIFY LOCATION). ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC �3 ALL EX/ST/NG MONUMENT LIDS, MANHOLES, ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM CLEANOUTS, VALVE BOXES AND CONCRETE WITH THE CURRENT "MUTCD" PADS EFFECTED BY FULL DEPTH RECLAMA TION � SHALL BE LOWERED TO NEW FINISH GRADE. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING F4 CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CITY STANDARD ST -1 CURB & GUTTER PER CAL TRANS STANDARD ®CONTRACTOR SHALL CONSTRUCT CROSS GUTTERS PER PLAN A 88 (SEE DETAIL SHEET FOR TYPE). CITY STANDARD ST -7. CONTRACTOR SHALL CONSTRUCT CONCRETE FINISHES SHALL FOLLOW STANDARD ACCESS RAMPS AND ADJACENT CURB &GUTTER PER SPECIFICA TIONS 73-1.06. CAL TRANS STANDARD PLAN A88A TYPE CM. E5 TYPE E LOOPS SHALL BE PLACED 345' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL OWL INE SHALL BE A MIN/MUM OF 1.5" BEL OW THE SURFACE OF THE PA VING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICA TED ON PLANS. ASHE ROAD GET BUS STOP u TV TT 18 SQFT RIVEWA 11 N. HALFMOON DRIVE r-9 I 1 S QROFESS/ON, OF -AN R F CO i Z REGISTERED Cl VIL E G/NEERC 46803 y� Exp. 6-30-11 CITY OF BAKERSFIELD �P 1501 TRUX TUN A VENUE q�F c A��F BAKERSFIELD CA 93301 �F REVISIONS No. DA TE DESCR/P TION ,2 ,3 e S 5 I N] SCALE: 1 "= 40' ALLEY 11 n 35 LF O O 00 N. HALFMOON DRIVE File Nome.-ASHE-RD-ESTIMATE Drown: N. GREWAL PA VEMENT REHABILITA TION 2009 PHASE 2 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK223 En qin eer: N. GREWAL Dote: JUNE 24, 2009 Checked By. ASHE ROAD WHITE LANE TO MING AVENUE -CONSTRUCTION PLANS w SHEE T NO. 7 OF 70 0 1 2 3 STRIPING NO TES O1 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) 02 INSTALL TYPE IV ARROWS O3 INSTALL "BIKE LANE" AND ARROW MARKINGS. 4O INSTALL DETAIL 8 SO INSTALL DETAIL 21 O6 INSTALL DETAIL 31 O7 INSTALL DETAIL 38 g0 INSTALL DETAIL 39 O9 INSTALL DETAIL 39A 10 INSTALL DETAIL 40 11 INSTALL DETAIL 38A M GENERAL NOTES 1 ALL UTILI TY LOCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR L OCA TING U TIL I TIES IN THE FIEL D IS THE CONTRACTOR'S 2 ALL STR/PING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. S 18 SQFT r" CONSTRUCT/ON NOTES ❑1 MANHOLE TO BE ADJUSTED BY OTHERS © CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL ❑2 INSTALL FIRE HYDRANT MARKERS AS SHOWN AND DETOUR PLANS SUBMITTED FOR REV/EW AND ON PLANS (FIELD VERIFY LOCATION). ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC �3 ALL EX/ST/NG MONUMENT LIDS, MANHOLES, ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM CLEANOUTS, VALVE BOXES AND CONCRETE WITH THE CURRENT "MUTCD" PADS EFFECTED BY FULL DEPTH RECLAMA TION � SHALL BE LOWERED TO NEW FINISH GRADE. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING F4 CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CITY STANDARD ST -1 CURB & GUTTER PER CAL TRANS STANDARD ®CONTRACTOR SHALL CONSTRUCT CROSS GUTTERS PER PLAN A 88 (SEE DETAIL SHEET FOR TYPE). CITY STANDARD ST -7. CONTRACTOR SHALL CONSTRUCT CONCRETE FINISHES SHALL FOLLOW STANDARD ACCESS RAMPS AND ADJACENT CURB &GUTTER PER SPECIFICA TIONS 73-1.06. CAL TRANS STANDARD PLAN A88A TYPE CM. E5 TYPE E LOOPS SHALL BE PLACED 345' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS WITHIN 8' OF THE CURB FL OWL INE SHALL BE A MIN/MUM OF 1.5" BEL OW THE SURFACE OF THE PA VING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICA TED ON PLANS. ASHE ROAD GET BUS STOP u TV TT 18 SQFT RIVEWA 11 N. HALFMOON DRIVE r-9 I 1 S QROFESS/ON, OF -AN R F CO i Z REGISTERED Cl VIL E G/NEERC 46803 y� Exp. 6-30-11 CITY OF BAKERSFIELD �P 1501 TRUX TUN A VENUE q�F c A��F BAKERSFIELD CA 93301 �F REVISIONS No. DA TE DESCR/P TION ,2 ,3 e S 5 I N] SCALE: 1 "= 40' ALLEY 11 n 35 LF O O 00 N. HALFMOON DRIVE File Nome.-ASHE-RD-ESTIMATE Drown: N. GREWAL PA VEMENT REHABILITA TION 2009 PHASE 2 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK223 En qin eer: N. GREWAL Dote: JUNE 24, 2009 Checked By. ASHE ROAD WHITE LANE TO MING AVENUE -CONSTRUCTION PLANS w SHEE T NO. 7 OF 70 0 1 2 3 O O 00 Q0 W z I U Q LEGEND INDICATED ON THE PLANS. THE DEPTH OF RECLAMATION ON ASH E ROAD SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. S YMB OLS INSTALL 6' x 50' TYPE "C" LOOP O INSTALL 6' x 6' TYPE "B" LOOP 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 FfV. . WATER VALVE TO BE ADJUSTED BY OTHERS ®V GAS VALVE TO BE ADJUSTED BY OTHERS GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE ONLY, 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 FIEL D IS THE CONTRACTOR'S 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. CONSTRUCT/ON NOTES a1 MANHOLE TO BE ADJUSTED BY OTHERS [El CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL FilINSTALL FIRE HYDRANT MARKERS AS SHOWN AND DETOUR PLANS SUBMITTED FOR REVIEW AND ON PLANS (FIELD VERIFY LOCA TION). ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC a3 ALL EXISTING MONUMENT LIDS, MANHOLES, ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM CLEANOUTS, VA VE BOXES AND CONCRETE W1 TH THE CURRENT "MU TCO " PADS EFFECTED 8Y FULL DEPTH RECLAMA TION SHALL BE LOWERED TO NEW FINISH GRADE. 4❑ CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GU T TER PER CAL TRANS STANDARD PLAN A 88 (SEE DETAIL SHEET FOR TYPE). CONCRETE FINISHES SHALL FOLLOW STANDARD SPECIFICATIONS 73-1.06. FilCONTRACTOR SHALL REMOVE AND REPLACE EXISTING CURB & GUTTER PER CITY STANDARD ST -1 ® CONTRACTOR SHALL CONSTRUCT CROSS GUTTERS PER CITY STANDARD ST -7. CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PIAN ARRA TYPE (.'M ❑5 TYPE E LOOPS SHALL BE PLACED 345' BACK OF LIMIT LINE OF INTERSECTION DETECTOR LOOPS AND LEAD-INS WI THIN 8' OF THE CURB FL OWL INE SHAL L BE A MINIMUM OF 1.5" BEL OW THE SURFACE OF THE PA VING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICA TED ON PLANS REGISTERED Cl VIL EIV GINEER CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE BAKERSFIELD, CA 93301 PROFESS/ONq OF -AN C 46803 yt Exp. 6-30-11 J']9TF C I VIL 05 - OF CA��F REVISIONS No. DA TE DESCRIP TION 1 / / T7 47 SCALE: I "= 40' CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome:ASHE-RD-ESTIMA TEDrown: N. GREWAL Job No.: TOK22J Engineer: N. GREWAL Dote: JUNE 24, 2009 Checked By tjA PA VEMENT REHABILITA TION 2009 PHASE 2 ASHE ROAD WHITE LANE TO MING A VENUE -CONSTRUCTION PLANS LI O ! 3 SHEET N0. 0 1 2 3 STRIPING NO TES Ol INSTALL I' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O INSTALL TYPE IV ARROWS O3 INSTALL "BIKE LANE" AND ARROW MARKINGS. 4O INSTALL DETAIL 8 O5 INSTALL DETAIL 21 O6 INSTALL DETAIL 31 O7 INSTALL DETAIL 38 Og INSTALL DETAIL 39 O9 INSTALL DETAIL 39A 10 INSTALL DETAIL 40 11 INSTALL DETAIL 38A GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE ONLY, 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 FIEL D IS THE CONTRACTOR'S 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. CONSTRUCT/ON NOTES a1 MANHOLE TO BE ADJUSTED BY OTHERS [El CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL FilINSTALL FIRE HYDRANT MARKERS AS SHOWN AND DETOUR PLANS SUBMITTED FOR REVIEW AND ON PLANS (FIELD VERIFY LOCA TION). ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC a3 ALL EXISTING MONUMENT LIDS, MANHOLES, ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM CLEANOUTS, VA VE BOXES AND CONCRETE W1 TH THE CURRENT "MU TCO " PADS EFFECTED 8Y FULL DEPTH RECLAMA TION SHALL BE LOWERED TO NEW FINISH GRADE. 4❑ CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GU T TER PER CAL TRANS STANDARD PLAN A 88 (SEE DETAIL SHEET FOR TYPE). CONCRETE FINISHES SHALL FOLLOW STANDARD SPECIFICATIONS 73-1.06. FilCONTRACTOR SHALL REMOVE AND REPLACE EXISTING CURB & GUTTER PER CITY STANDARD ST -1 ® CONTRACTOR SHALL CONSTRUCT CROSS GUTTERS PER CITY STANDARD ST -7. CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PIAN ARRA TYPE (.'M ❑5 TYPE E LOOPS SHALL BE PLACED 345' BACK OF LIMIT LINE OF INTERSECTION DETECTOR LOOPS AND LEAD-INS WI THIN 8' OF THE CURB FL OWL INE SHAL L BE A MINIMUM OF 1.5" BEL OW THE SURFACE OF THE PA VING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES TYPE C LOOPS SHALL BE PLACED 6' PAST STOPBAR AS INDICA TED ON PLANS REGISTERED Cl VIL EIV GINEER CITY OF BAKERSFIELD 1501 TRUX TUN AVENUE BAKERSFIELD, CA 93301 PROFESS/ONq OF -AN C 46803 yt Exp. 6-30-11 J']9TF C I VIL 05 - OF CA��F REVISIONS No. DA TE DESCRIP TION 1 / / T7 47 SCALE: I "= 40' CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome:ASHE-RD-ESTIMA TEDrown: N. GREWAL Job No.: TOK22J Engineer: N. GREWAL Dote: JUNE 24, 2009 Checked By tjA PA VEMENT REHABILITA TION 2009 PHASE 2 ASHE ROAD WHITE LANE TO MING A VENUE -CONSTRUCTION PLANS LI O ! 3 SHEET N0. 0 1 2 3 3 O d - APARTMENT COMPLEX I I ARCO GAS STATION WHITE mm -919 1 .10 - vfffflil� - - - �Ufxlll� - �' Ill% - - O Ln APARTMENT COMPLEX k CHURCH WHITE LANE o Ln 33+00 O LI I LJ z 1`; hA FM�N Qb DR > QRc)FESS /pN DEAN �� F CO REGISTERED Cl VIL NGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 271 / / 371 / / 471 / / LANE o CN LC� 42+00 43+00 44+00 45+O0 46+00 47+00 4R+00 44+00 0+00 51+00 z H96 W" II APARTMENT COMPLEX Q O LnO 71+00 72+00 71+00 W Z _ -- -- i U � I— NO IlN Q I � I MERCY DAY CARE CITY OF BAKERSFIELD, CALIFORNIA ORIENTAL RESTAURANT SHOPPING COMPLEX O WHITE LANE Ln 6 +00 66+00 67+00 68+00 69+00 70+Oo W z z - _U 'NT COMPLEX N. LFMO N DRAPARTMENT COMPLEX PHASING LEGEND PHASE I CONSTRUCTION PHASE 2 CONSTRUCTION SEE PHASING NOTE 2 OR 3 PUBLIC WORKS DEPARTMENT CHEVRON Q CD 18 File Name.•ASHE-RD-ESTIMATEDrawn: N. GREWAL Job No.: TOK223 Engineer: N. GREWAL Date: JUNE 24, 2009 Checked By. SCALE: I"_60' ■ E] - PA VEMENT REHA BIL I TA TION 2009 PHASE 2 ASHE ROAD- WHITE LANE TO MING A VENUE -PHASING PLAN 17 3 SHEET NO. 9OF10 0 1 2 3 TRAFFIC CONTROL PHASING NOTES 10 ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL DE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN. CONTRACTOR SHALL COMPLY WITH THE CURRENT "MUTCD". 2❑ CONTRACTOR SHALL MAINTAIN AT LEAST ONE OPEN ACCESS AT ALL TIME. 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. ® CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO ANY PHASE OPERA TIONS 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. © CONTRACTOR SHALL MAINTAIN ACCESS OPEN OVER WEEKEND. PA VEMENT REHA BIL I TA TION 2009 PHASE 2 ASHE ROAD- WHITE LANE TO MING A VENUE -PHASING PLAN 17 3 SHEET NO. 9OF10 0 1 2 3 3 APARTMENT COMPLEX W O � w _ W < �I ARCO GAS STATION SHOPPING COMPLEX S ICI W IIA WHITE LANE 0 --r-�l- I J� -Ln - WHITE LANE on U Q W m LE APARTMENT COMPLEX MERCY DAY CARE 13 ONSdjJ WAY I i II CHURCH WHITE LANE APARTMENT COMPLEX ORIENTAL RESTAURANT -A�/1WIT� I 0 -N -E- CHEVRON iji ij.. i i i it4: �+—7s+o6— — 79+0 — NO IIN HA DRIVE SHOPPING COMPLEX CITY OF BAKERSFIELD, CALIFORNIA PHASING LEGEND PHASE I CONSTRUCTION PHASE 2 CONSTRUCTION SEE PHASING NOTE 3 1� U MALL L1J W D 2❑ o Z80+00 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. Q CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO ANY PHASE OPERA TIONS. ❑5 � 0 -� O File NOme:ASHE-RD-ESTIMATEDrawn: N.GREWAL PUBLIC WORKS DEPARTMENT Job No.: TOK22J Engineer: N. GREW L Date: JUNE 24, 2009 Checked By. Sa o EIA QW z .HA FM13N DR Q QR�FESS/ON g E N R q� Q REGISTERED Cl VIL EGINEER C 46803 y� Exp. 6-30-11 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE qTF �����' BAKERSFIELD, CA 93301 OF CA�_\F REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 0 Ln W J i-- U APARTMENT COMPLEX � Q O Ln F-31 z N. �L--T- FMO N DRAPARTMENT COMPLEX Q SCALE: 1 "=60' a E] PAVEMENT REHA BIL I TA TION 2009 PHASE 2 ASHE ROAD- WHITE LANE TO MING A VENUE -PHASING PLAN 7 13 SHEET No. 100F70 0 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 WITH THE CURRENT "MUTCD". 2❑ CONTRACTOR SHALL MAINTAIN AT LEAST ONE OPEN ACCESS AT ALL TIME. aCONTRACTOR 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. ® CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO ANY PHASE OPERA TIONS. ❑5 CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. © CONTRACTOR SHALL MAINTAIN ACCESS OPEN OVER WEEKEND. PAVEMENT REHA BIL I TA TION 2009 PHASE 2 ASHE ROAD- WHITE LANE TO MING A VENUE -PHASING PLAN 7 13 SHEET No. 100F70 0 1 2 3