Loading...
HomeMy WebLinkAbout6.1-1713 Record DrawingLIST OF, DRAWINGS SHEE T 1 TI TL E SHEE T SHEET 2 DETAILS SHEET SHEET 3-5 ACCESS RAMP RECONSTRUCTION SHEET 6-8 FULL DEPTH RECL A MA TION - A SHE ROAD SHEET 9-.10 PHASING PLAN CITY STANDARDS s1-711 S1-2, SI -1, ST -9, ST -12, ST -14, ST -21 STATE STANDARDS CITY SAN BA DEPARTMENT OF KERSFI PUBLIC WORKS PAVEMENT REHA BIL I TA i ASHE ROAD: WH/TE LAN A20A, A20B, A20C, A20D, A24A, A24D, A24E, A88A CONVENTIONAL SYMBOLS ESD 70N 2009 PHASE 2 TO MING AVENUE , FEDERAL PROJECT NO.: ESPL 5109 (755) CITY PROJECT NO.: TOK223 MR " 0 a 40IR CAL- lJN I VE �AMIN 4 w A 0 • _-D ml�ivw'je;lum WIM LOCATION MAP NOT TO scaLc ,Ejj 11 i HWY FINAL PAY QUANTITIES EA SEMEN T TRA FF/C EXIST. CURB & CUTTER DETAIL 8 (PAINT) RIGHT -OF- WA Y LF TRAFFIC EXIST. A. C. FL0WLINE DETAIL 27 (PAINT) CEN TERL INE LF TRAFFIC EXIST. EDGE OF PA VEMEN T DETAIL 37 (PAINT) RAILROAD TRACKS LF TRA FF/C GUARD RAIL DETAIL x CHAIN LINK FENCE LF TRAFFIC IMPRO VEMEN TS DETAIL 38A (PA/NT UTILITY SYMBOLS TRAFFIC STR/P/NG, w EXIST WA TER LINE 9,767 S EXIST SEWER LINE STRIPING, G EXIST GAS LINE 11700 SD EXIST STORM DRAIN 2481 OH EXIST AERIAL E EXIST UNDERGROUND EA LINES POWER LINE TV EXIS T UNDERGROUND T EXIS T UNDERGROUND TV CABLES PHONE LINE 0 EXIST OIL UNE FO EXIST FIBER OPTIC LINE M. H. F H • MANHOLE SOI. FIRE HYDRANT P.P.POWER M -�- POLE E W WATER METER w. V. 100 EXISTING MONUMEN T N WATER VALVE FO -1 FU TURF M ONUMEN T G.M. ® GA S ME TER S.L. V STREET LIGHT M GAS VALVE o--� S TREE T LIGHT W/MAST ARM -Ii BENCHMARK C.O. � CLEAN OUT 1111*- A U TO SCOPE C!2, MAILBOX PRE- EMP TION DEVICE I CAL- lJN I VE �AMIN 4 w A 0 • _-D ml�ivw'je;lum WIM LOCATION MAP NOT TO scaLc ,Ejj 11 i HWY PUTTING AMERICA TO WORK PROJECT FUNDED BY THE American Recovery and Reinvestment Act SDOT SACRAMENTO • CITY OF BAKERSFIELD N SAN FRANCISCO •FRESNO f� w ul Z LOS ANGELES V SAN DIEGO Z S TA TE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING j VALID LICENSES: v CLASS �4 --- NO TE.cc O THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR Lij SERVICE 1: 800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. Q N PROJECT LENGTH-uu � .1. 12 MILES Q Z Q% O i O O C n s n to z � R.C.E. 39800 EXPIRES 12-31-09 D TE RAU M. ROJAS, , PUBLIC WORKS DIRECTOR Q QRpFESS10& OF -AN Rqq F� APPROVAL RECOMMENDED BY: C 46803 Exp. 6-30-11* 3�Lu fJ A SISTANT P LIC WORKS DIRECTOR D TE s�9T C+VI\- F OF CA 0 LJ CIVIL MGINEER IV - DESI N ENGINEERING D TE j TRAFFIC ENGINEERING D TE Job No.: TOK223 PA VEMENT REHABILITA TION 2009 PHASE 2 NO 1 File Path: K: \LDD—ENGINEERING\2009 Economic Stimulus—Ashe ASHE ROAD= WH/TE LANE TO MING AVENUE of Road \dwg 10 File Nome: ASHE—RD—ESTIMATE-070606. dwg SHEET - 0 1 2 3 FINAL PAY QUANTITIES TRA FF/C STRIPING, DETAIL 8 (PAINT) 77,238 LF TRAFFIC STRIPING, DETAIL 27 (PAINT) 875 LF TRAFFIC STR/P/NG, DETAIL 37 (PAINT) 41364 LF TRA FF/C STRIPING, DETAIL 38 (PAINT) 7, 706 LF TRAFFIC STR/PING, DETAIL 38A (PA/NT 233 LF TRAFFIC STR/P/NG, DETAIL 39 (PAINT) 9,767 LF TRAFFIC STRIPING, DETAIL 39A (PAINT 11700 LF PAVEMENT MARK/NGS (WHITE PAINT) 2481 SOFT FIRE HYDRANT PAVEMENT MARKINGS, TYPE 'D' 27 EA PUTTING AMERICA TO WORK PROJECT FUNDED BY THE American Recovery and Reinvestment Act SDOT SACRAMENTO • CITY OF BAKERSFIELD N SAN FRANCISCO •FRESNO f� w ul Z LOS ANGELES V SAN DIEGO Z S TA TE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING j VALID LICENSES: v CLASS �4 --- NO TE.cc O THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR Lij SERVICE 1: 800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. Q N PROJECT LENGTH-uu � .1. 12 MILES Q Z Q% O i O O C n s n to z � R.C.E. 39800 EXPIRES 12-31-09 D TE RAU M. ROJAS, , PUBLIC WORKS DIRECTOR Q QRpFESS10& OF -AN Rqq F� APPROVAL RECOMMENDED BY: C 46803 Exp. 6-30-11* 3�Lu fJ A SISTANT P LIC WORKS DIRECTOR D TE s�9T C+VI\- F OF CA 0 LJ CIVIL MGINEER IV - DESI N ENGINEERING D TE j TRAFFIC ENGINEERING D TE Job No.: TOK223 PA VEMENT REHABILITA TION 2009 PHASE 2 NO 1 File Path: K: \LDD—ENGINEERING\2009 Economic Stimulus—Ashe ASHE ROAD= WH/TE LANE TO MING AVENUE of Road \dwg 10 File Nome: ASHE—RD—ESTIMATE-070606. dwg SHEET - 0 1 2 3 IR BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE.• 5' WIDE A T CURB AND GUTTER 4' A T CURB ONLY BEGIN DETAIL 39 A T ECR W/ PA CEMENT MARKING -♦tag - � m END DETAIL 39 A T BCR WHEN DETAIL 39A IS NOT SHOWN ON PLAN END DETAIL 39A A T BCR INCLUDE DETAIL 39A ONLY WHERE SHOWN ON PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN 200' STRIPING DETAILS TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES A T It - MID -ARC POINTS OF THE CURB RET' "'" TERMINA TE ALL LANE LINES ON A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS NOT TO SCALE FIRE HYDRANT TRAFFIC FL OW Y I MARKER PER LANE TRAFFIC FLOW 0 0 RKING DETAILS T YPE 11. 2' MA TCH E ISTING F 2.5' 2.5' PA VEMEN T MARKING (WHITE) DETAIL J9 PA VEMEN T MARKINGS (WHITE) PER STANDARD PLAN A24D SCALE: NTS NOT TO SCALE QRpFESS/ pEAN Fk REGISTERED CI VIL NGINEER � C 4680rri * Exp. 6-3 11 CITY OF BAKERSFIELDq CI v i 15.01 - TRUX TUN AVENUE BAKERSFIELD, CA 93301 F OF REVISIONS No. DA TE I DESCR/P TION (.20') LL/Y/ k/L._SlFIED ASPHALT TREA TED BASE DETAIL A- TACK -ON MEDIAN ISLAND CURB DETAIL (ASHE ROAD/MING A VENU STA: 76+00.00 - STA: 79+50.00 S TREE T AND � OF CONSTRUCTION 45' STRAIGHT GRADE 45' MATCH EXISTING STRAIGHT GRADE..._ 0.20' TYPE "A " A. C. O VERL A Y F II 0 1 2 ( 3 0.20' TYPE "A" A. C. 0VERLA Y 0.60' EMULSIFIED ASPHAL T TREA TED BASE 0.60' EMULSIFIED ASPHAL T TREA TED BASE FIRE HYDRANT EXISTING CURB &GUTTER (TYP) EXISTING CURB &GUTTER (TYP) ASHE ROAD CROSS SECTION MARKER L OCA TIONS N. T. S. NO T TO SCA L E . 0.60' EMULSIFIED ASPHAL T TREA TED BASE r NOTE: CON TRA C TOR SHALL REMOVE ENOUGH MATERIAL TO A CCOMM DATE ,Y 0.60' EMULSIFIED ASPHALT TREATED BASE AND 0.20' AC CA THROUGHOUT THE LIMITS OF THIS PROJECT, IN ORDER TO COI IPL Y 0.20' 'TYPE A' ASPHALT CONCRETE WITH THE GRADING/SLOPING NOTES INDICATED ON THESE DE T ILS. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome.ASHE-RD-ESTIMA TEDrown: N. GREWAL PA VEMENT REHABIL ITA TION 2009 PHASE 2 SHEE T NO. Job No.: TOK223 En gin eer: N. GREWAL ASHE ROAD- WHITE LANE TO ASHE ROAD I 13 2 10 Dote: JUNE 24, 2009 Checked By. 0 1 2 ( 3 LEGEND NOTES Q EXISTING SIGN No. CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS DESCRIPTION 1 Q STANDARD PLAN A88A AND THE DETAILS SHOWN ON i I THIS PLAN, INCLUDING CURB AND GUTTER 0 PROPOSED SIGN RELOCATION NEW CASE "B" HANDICAP RAMP PER CALTRANS ® EXISTING WATER VALVECONSTRUCT Q STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER PROPOSED WATER VALVE RELOCATION ® RELOCATE SIGN AS SHOWN AND AS DIRECTED BY THE ENGINEER -a- EXISTING FIRE HYDRANT ��- EXISTING STREET LIGHT/SIGNAL Q REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION - - - - - - - - - - EXISTING CONCRETE ® REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP --- - - - RIGHT OF WAY {9 REMOVE SHRUB(S) AND MODIFY IRRIGATION SYSTEM WHICH E N N O M M ■ ■ EXISTING BLOCK WALL CONFLICTS WITH NEW RAMP 16 ADJUST UTILITY LID TO FINAL GRADE AND SLOPE FLOWUNE CURVE DATA D = 90'13'11" R = 19.94' L = 31.39' T = 20.01' NOTTINGHAM m SCALE 1 " = 10' FLOWLINE CURVE DATA D = 88'56'21" R = 20.11' L = 31.21' T = 19.74' FLOWLINE CURVE DATA D = 89'3431" R = 19.91' L = 31.13' T = 19.77' mi FLOWLINE CURVE DATA D = 91'183" R = 19.75' L = 31.48' T = 20.21' ASHE RD. & NOTTINGHAM LN. 9�. 6.1' N W 6 ® 7A66 C 37 1 �O N 12.3' "T6 -4,".F ECRmap 3.4' 3r- / � yC i U 6 m 5.5' J ISTERED CIVIL ENGINEER X471 / / FLOWLINE CURVE DATA D = 93'45:31" R = 19.83 L = 32.45' T = 21.18' I RONSON LN REVISIONS 0 No. DA TE DESCRIPTION 1 / l i I X471 / / FLOWLINE CURVE DATA D = 93'45:31" R = 19.83 L = 32.45' T = 21.18' I RONSON LN FLOWLINE CURVE DATA D = 91'0'8" R = 19.67' L = 31.25' T = 20.02' ASHE RD. & BRONSON LN. Iwo QRoFEssro, 0 ,mow ti� c� AN a PARKS, No. 58155 'm * Exp. 6-30-10 CIVIL�Q DATE OF, CAL 0 SCALE: 1 " = 10' el s 1800 30th Street, Suite 260 1 116 Bakemrieki, Caiifomia 93301 (661) 327-1969 p Fie Nome.'Ashe Ramps dwg Drawn: Djof PAVEMENT REHABILITATION 2009 PHASE 2 ASHE ROAD, WHITE LANE TO MING .AVENUE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-221 Engineer: WJW Date: JUNE 25, 2009 Checked B IJP ACCESS RAMP RECONS7RUC770N 3 OF 10 0 1 2 3 0 FLOWLINE CURVE DATA D = 91'0'8" R = 19.67' L = 31.25' T = 20.02' ASHE RD. & BRONSON LN. Iwo QRoFEssro, 0 ,mow ti� c� AN a PARKS, No. 58155 'm * Exp. 6-30-10 CIVIL�Q DATE OF, CAL 0 SCALE: 1 " = 10' el s 1800 30th Street, Suite 260 1 116 Bakemrieki, Caiifomia 93301 (661) 327-1969 p Fie Nome.'Ashe Ramps dwg Drawn: Djof PAVEMENT REHABILITATION 2009 PHASE 2 ASHE ROAD, WHITE LANE TO MING .AVENUE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-221 Engineer: WJW Date: JUNE 25, 2009 Checked B IJP ACCESS RAMP RECONS7RUC770N 3 OF 10 0 1 2 3 Cg t- ►fdR Ce��: t i j ' Y' h tK LEGEND Q EXISTING SIGN 0 _ PROPOSED SIGN RELOCATION EXISTING WATER VALVE --�— EXISTING FIRE HYDRANT ��-- EXISTING STREET LIGHT/SIGNAL - — — — — — — — — - EXISTING CONCRETE ---- — — — RIGHT OF WAY E_ (V L6 G bc S� SCALE: 1 " = 10' 6.2' UVIC; 5.7' FLOWLINE CURVE DATA D = 89'50'6" R = 20.11' L = 31.54' T = 20.06' NORTH H� FLOWLINE CURVE DATA As, D = 87'34'54" R = i�20.3'`s' � L = 31.02, T = 19.46' is? ►� -rte--`�--- v v 0 ry LlJ Q SAWCUT AT EXISTING DEEP JOINT . 'w FLOWLINE �, C CURVE DATA D = 91'27'60" '�• A R = 20.36' L = 32.5' T = 20.88' (( A•" .r FLOWLINE CURVE DATA D = 84'51'12" 1-01 R = 20.32' L = 30.09' T = 18.57' tK Ik PAD IN BACK SHALL REMAIN IN PLACE. CONTRACTOR TO USE CAUTION AROUND EXISTING SIGNAL FACILITIES. ASHE RD. & NORTH HALFMOON DR. E 3.9' CR J x mI Fie Nam Ashe Ramps dwg Drawn: JM CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-22.1 Engineer: MJW Date. JUNE 25, 2009 Checkedy. UP FLOWLINE CURVE DATA D = 90'11'30' R = 19.91' L = 31.34' T = 19.98' 3 WAY REVISIONS CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS DA TE DESCRIPTION 1 Q STANDARD PLAN A88A AND THE DETAILS SHOWN ON U9 REMOVE SHRUB(S) AND MODIFY IRRIGATION THIS PLAN, INCLUDING CURB AND GUTTER SYSTEM WHICH CONFLICTS WITH NEW RAMP 10 SAWCUT " CONSTRUCT NEW CASE B HANDICAP RAMP PER CALTRANS �2 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER11 CONTRACTOR SHALL ADJUST PULL BOXES TO MATCH FINAL GRADE AS REQUIRED IN THE LIMITS OF THE RECONSTRUCT ® RELOCATE SIGN AS SHOWN AND AS DIRECTED BY THE ENGINEER 12 ADJUST TELEPHONE VAULT TO MATCH FINAL GRADE BY 0 ERS CONTRACTOR SHALL ADJUST PULL BOXES TO 5U MATCH FINAL GRADE AS REQUIRED IN THE 13 POUR AROUND UTILITY BOXES AS DIRECTED LIMITS OF THE RECONSTRUCT BY THE ENGINEER ® REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION ® REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP r I, -rte--`�--- v v 0 ry LlJ Q SAWCUT AT EXISTING DEEP JOINT . 'w FLOWLINE �, C CURVE DATA D = 91'27'60" '�• A R = 20.36' L = 32.5' T = 20.88' (( A•" .r FLOWLINE CURVE DATA D = 84'51'12" 1-01 R = 20.32' L = 30.09' T = 18.57' tK Ik PAD IN BACK SHALL REMAIN IN PLACE. CONTRACTOR TO USE CAUTION AROUND EXISTING SIGNAL FACILITIES. ASHE RD. & NORTH HALFMOON DR. E 3.9' CR J x mI Fie Nam Ashe Ramps dwg Drawn: JM CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-22.1 Engineer: MJW Date. JUNE 25, 2009 Checkedy. UP FLOWLINE CURVE DATA D = 90'11'30' R = 19.91' L = 31.34' T = 19.98' 3 WAY REVISIONS No. DA TE DESCRIPTION 1 / / 4 FLOWLINE CURVE DATA D= .......,_,." R= L= T= ASHE RD. & HERB WAY QRpFESS/p�, `Fy y � IAN J. PARKS at No. 58155 ' * Exp. 6-30-10 2b' - ?.��► s�9� civ %li OF SCA LE.• 1 " = 10' REGISTERED CIVIL ENGINEER DATE i CAS i 1800 30th Street, Suite 260 rr11 3 -- — — Bakersfield, California 93301 661 327-1969 0 PAVEMENT REHABILITAInON 2009 PHASE 2 ASHE ROAD, WHITE LANE TO MING AVENUE SHEET N0. ACCESS RAMP RECONSTRUCTION 4 of 10 i 0 1 2 3 1:. tK A $ $' LEGEND NOTES EXISTING SIGN CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS Q STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER 0 PROPOSED SIGN RELOCATION CONSTRUCT NEW CASE "B" HANDICAP RAMP PER CALTRANS 0 EXISTING WATER VALVE Q STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER —�— EXISTING FIRE HYDRANT RELOCATE SIGN AS SHOWN AND AS DIRECTED BY THE ENGINEER ��— EXISTING STREET LIGHT/SIGNAL CONTRACTOR SHALL ADJUST PULL BOXES TO O MATCH FINAL GRADE AS REQUIRED IN THE - — — — — — — — — - EXISTING CONCRETE LIMITS OF THE RECONSTRUCT RIGHT OF WAY Q REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION ! ■ ■ ®■ ■ ■ ■ ■ ■ EXISTING BLOCK WALL ® REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP 10 SAWCUT CONFORM TO EXISTING WATER VALVE 16 ADJUST UTILITY LID TO FINAL GRADE AND SLOPE I 9.8' IY Ld P = I) Q 4 0 A 6' A/ � r lb lb FLOWLINE CURVE DATA D = 89'6'57" R = 20.09' L = 31.25' T = 19.78' FLOWLINE S CURVE DATA 659, D = 87'20'56" R = 20.24' L = 30.85; 8.2' T = 19.32 1-01 TH HALFMOON DR. 6 Q wz FLOWLINE CURVE E D = 90'. R=19.! L = 31., T = 20.1 C REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / 471 / / FLOWLINE CURVE DATA D = 90'25'57" R=19.9' L = 31.41' T = 20.05' r oFLOWL FLOWLINE NE CURVET DATA ��1 $•2 m 4 P j ; 0 CURVE DATA D = 89'41;59" P t D = 90;15'43" L = 39199' g S % Ln I tK R = 20 T = 19.82' 2 T = 20.09' °29 � _ 1 '�'• 00 (6 2 '�° 10 ,��� ASHE RD. & SPICE WAY >\ 6.2' o �� 00 _ Q to rl SCALE. 1 " _ 10' PAD IN BACK SHALL REMAIN IN PLACE. RofESSi sr- O 8.3' CONTRACTOR TO USE CAUTION AROUND CoQ °rpt EXISTING SIGNAL FACILITIES. G� IAN J. PARKSn i No. 58155 ;v ArExp.6-30-10 R9I { y G -?.(- �`i s,9rF 'OFIV► � �� `G'�aWbp REGISTERED CIVIL ENGINEER DATE le- ASHE RD. 8c SOUTH H ALFM OON DR. SCALE.' 1 _ 10' jC:raL1830tn street, shite 260 --- --- 00 Bakersfield, California 93301 661 327-1969 1' Re Nanr~ Ashe Ramps Drawn: JM PAVEMENT REHABILITATION 2409 PHASE 2 ASHE ROAD, WHITE LANE TO MING AVENUE SHEET NO. CITY OF BARSFILD, CALIFORNIA PUBLIC WORKS L?EPARTMENT Job No.: f08-22.11 Engineer. • MJW Date: JUNE 25, 2009 Checked Ely. IJP ACCESS RAMP RECONSTRUCTION 5 OF 10 0 2 3 LEGEND FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF RECLAMATION ON ASHE ROAE SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. SYMBOLS GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCA TING UTIL I TIES IN THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. INSTALL CONSTRUCTION 6' x 50' TYPE "C" LOOP O INSTALL 6' x 6' INSTALL TYPE "B" LOOP O2 ADJUST MONUMENT LID, TYPE IV ARROWS FRAME, AND COVER PER INSTALL C.O.B. DRAWING S-29 H. ADJUST MANHOLE DETAIL 8 FRAME AND COVER PER INSTALL C.O.B. DRAWING S-7 V. WATER VALVE TO BE DETAIL 31 ADJUSTED BY OTHERS G.V. DETAIL 38 R. GAS VALVE TO BE DETAIL 39 ADJUSTED BY OTHERS GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCA TING UTIL I TIES IN THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. CONSTRUCTION NO TES;�.l M,,r.� ,. STRIPING NOTES Ol INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O2 INSTALL TYPE IV ARROWS O3 INSTALL "BIKE LANE" AND ARROW MARKINGS 4o INSTALL DETAIL 8 O5 INSTALL DETAIL 21 O INSTALL DETAIL 31 O7 INSTALL DETAIL 38 Og INSTALL DETAIL 39 9O INSTALL DETAIL J9A 10 INSTALL DETAIL 40 11 INSTALL DETAIL J8A SPE6 IFICA TIONS 7J-1.06. ACCESS RAMPS AND ADJACENT CURB & GUTTER PER GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR LOCA TING UTIL I TIES IN THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. . IdI "�R APARTMENT COMPLEX 7 134 LF END TAPER A SHE ROAD. U 12' BEGIN TRANSITIONS END TRANSITIONS STA 23+24.33 STA 24+92.41 _. _ IV O 6 J— 4 /ND ( RJ 4- w — n,, 7 33 F G' 12 ' TA R 1 2. 5 i68 TRA SIT! n Q 2' o Q) CONSTRUCTION NO TES;�.l M,,r.� ,. L F1 MAN iOLE TO BE ADJUSTED BY OTHERS© CONTRACTOR SHALL /NCORPORA TE THE INFORMA TION ION 21 INSTILL ON THE PHASING PLAN INTO THE TRAFFIC CONTROL 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 "~ ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM ..,-,�.: w. . XISTING MONUMENT LIDS, MANHOLES, _ 2, CLEA NOUTS, VALVE BOXES AND CONCRETEWITH. . THE CURRENTmVUTCD 0 PA DS EFFECTED BY FULL DEPTH RECLAMA TION i 1' SHALL BE LOWERED TO NEW FIN/SH GRADE. Fj CONTRACTOR SHALL REMOVE AND REPLACE EXISTING NS ON 4a CON CURB &GUTTER PER CITY STANDARD ST -1 TRUCT ACCESS RAMPS AND ADJACENT CURi PLA 3 & GUTTER PER CAL TRANS STANDARD ®CONTRACTOR SHALL CONSTRUCT CROSS GUTTERS PER A 88 (SEE DETAIL SHEET FOR TYPE). CONCRETE FINISHES SHALL FOLLOW STANDARD CITY STANDARD ST -7. CONTRACTOR SHALL CONSTRUCT SPE6 IFICA TIONS 7J-1.06. ACCESS RAMPS AND ADJACENT CURB & GUTTER PER a5 TYPE' E LOOPS SHALL BE PLACED 345' BACK OF LIMIT CAL TRANS STANDARD PLAN A88A TYPE CM. LINE OF INTERSECTION. DETECTOR LOOPS AND LEAD-INS s 1 5 S T WITH 8' OF THE CURB FLOWUNE SHALL BE A MINIMUM OF s 1.5 EL OW THE SURFACE OF THE PA VING. DETECTOR LOOPS s SHALA BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS ` SHA L4 BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS. . IdI "�R APARTMENT COMPLEX 7 134 LF END TAPER A SHE ROAD. U 12' BEGIN TRANSITIONS END TRANSITIONS STA 23+24.33 STA 24+92.41 _. _ IV O 6 J— 4 /ND ( RJ 4- w — n,, 7 33 F G' 12 ' TA R 1 2. 5 i68 TRA SIT! n Q 2' o Q) J 10 L ION 2, 0 tu i 1' T NS ON tt 11 2 Q 12' J s 1 5 S T s s ` 2 1 L n n— 2.77' X 2$8' TRANSITION -Al LL)(BEGIN 3 18 SQFT 4 1130 LF BEGIN TAPER TRANSITIONS 8 115 LF END TRANSITIONS 7D 4 rn W it i LIMITS OF PAVING — 8 OPERATION STA 22+04.46 18 LF 15 LF STA 24+92.41 "'B AND STA 25+12 -- 4 ARCO GAS STATION 25+27 LIMIT 0PAVING OF�ERiON , `) SHOPPING COMPLEX l� W Y Q) -� o Q S. HALFMOON DRI VE W 4 , I c �' CO- 3 18 SOF El LIMITS O 0PER PAVING TIO 2 1 Q 9 60 LF 4 7 102 LF 9 200 LF 4 1043 LF O -' - Q o _mm - - - -- -- $V -_ _ - �w _ -- TV _ - _ _-- OE N 4 3 F L T E — Z 1 S T 5 Q + 0 4 no 5 + 12' I W 2 12' _It7l s s s Q) U — Q) K C) 7 65 LF 069 L W rn 4 67 LF 3 18 SQFT 5 147 LF Q) LIMITS F AWING N OPE ATI IN � 5 Z W S. H A L lFM O bp1 VE LQ ALJ i J �<I CITY OF BAKERSFIELD, CALIFORNIA --------J- 4 783 LF 8 671 LF ASHE ROAD L 3 18 SQFT 6 635 LF D8840 LF 18 SQFT/_Q41129 LF Al 8 416 LF N _LE 939 LF Ai APARTMENT COMPLEX QRpFESS N DEAN REGISTERED CIVIL kNGINEER C 4680 3 ;, * Exp. 6-3 -11" CITY OF BAKERSFIELD BAKERSF ELD,N CAVENUE 93301 qTF F' CAI- REVISIONS No. OA TE DESCRIP TION 1 / / 2 / / l �F� s nt= TFRIV&� 3 18 SQFT .^.^......---.^^^...^ �d — — iE6 Com. �r�'i``"�►`��10 l W �vl ft = W ft I SCALE: 1'- 40' ALLEY17 0 - - w _ .__ - C—{�— N 8 L L.LJ _z -73 _ Q 9 131 LF GET BUS STOP -TV- 3 18 SQFT 6 218 LF APARTMENT COMPLEX 9 100 LF 1121 SQFT 4 218 LF File Nome.ASHE-RD-ESTIAM E Drawn: N. GREWAL PUBLIC WORKS DEPARTMENT Job No.: TOK223 Engineer: N. GREWAL Dote: JUNE 24, 2009 Checked By k --- LIMITS DF VING OPE ATI N HIREi W { i (if� 0 PA VEMENT REHA BIL ITA TION 2009 PHASE 2 ASHE ROAD- WHITE LANE TO MING A VENUE -CONSTRUCTION PLANS 0 0 �r 81202 LF ` Jr7Ct IVU. 6 0 10 LEGEND SYMBOLS INSTALL 6' x 50' TYPE "C" LOOP O INSTALL 6' x 6' TYPE "B" LOOP FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. THE ADJUST MONUMENT LID, DEPTH OF RECLAMATION ON ASHE ROAD FRAME, AND COVER PER SHALL CONFORM TO THE DETAILS AS C.O.B. DRAWING S-29 SHOWN ON SHEET 2 OF THE PLANS ISSUED FOR THIS PROJECT. 1.H. ADJUST MANHOLE U 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 0 4 1200 LF 8 1200 LF 6 1200 LF O---- -� ---_ — d- -- E K Q) d - I I - LLJ J T Q-- TV -- T -- 4 1200 LF BEGIN STA 46+12 END STA 46+27 C �6 I _) I Qrti Q I W CON BEGIN STA 57+58 Z O1 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) END STA 58+0 INSTALL TYPE IV ARROWS 0 INSTALL 6 79 LF ❑43 LF FIELD VERIFY LOCATION). ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC Q O O O 3 18 SQFT --- _- OINSTALL RIVEWA DETAIL 31 07 INSTALL DETAIL 38 Og INSTALL _ o INSTALL DETAIL 39A 10 INSTALL L= 11 INSTALL DETAIL 38A (o 73-1.06. ACCESS RAMPS AND ADJACENT CURB & GUTTER PER � LLJ CAL TRANS STANDARD PLAN A88A TYPE CM. T) �5 TYPE E L 00 S SHALL BE PLACED 345' BACK OF LIMIT LINE OF ,INTERSECTION. Q WI THIN 8 0 1.5 THE CURB FL 0KINE SHALL BE A MINIMUM OF r� il*\0,c:.�c s�0,1� ►�. vo .� � - I HE SURFACE OF THE PAVING. DETECTOR LOOPS` t r ! a 41\ �` Y '� 4- `.c Cot LLJ SHALL BE C 7+ 0 SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS. , or }-fie '' ' Z s Q, U T_Lu — rnn 9 65 LF 4 79 F 1 -20 SQFT 0 N LIMITS OPE OF AT AVIN N ? BAR 4A W NSQN Z W i C 0 J CITY OF BAKERSFIELD, TV FL—=— e 1166 LF wqqllllllr"q 4 708 LF - - ,' 2 2' 5 s TV ALLEY 4 588 LF i° / 8 375 LF f0a te- GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR L OCA TING U TIL I TIES IN THE FIELD IS THE CONTRACTOR'S 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED MA Y 2006. � 8 SQFT CON TRUCT/ON NOTES STRIPING NOTES O1 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. (WHITE) O2 INSTALL TYPE IV ARROWS 0 INSTALL "BIKE LANE" AND ARROW MARKINGS OINSTALL FIELD VERIFY LOCATION). ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC DETAIL 8 O INSTALL DETAIL 21 OINSTALL VALVE BOXES AND CONCRETE WITH THE CURRENT "MUTCD" DETAIL 31 07 INSTALL DETAIL 38 Og INSTALL DETAIL 39 O9 INSTALL DETAIL 39A 10 INSTALL DETAIL 40 11 INSTALL DETAIL 38A SPECIFICA TUNS 73-1.06. ACCESS RAMPS AND ADJACENT CURB & GUTTER PER wqqllllllr"q 4 708 LF - - ,' 2 2' 5 s TV ALLEY 4 588 LF i° / 8 375 LF f0a te- GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILITY FOR L OCA TING U TIL I TIES IN THE FIELD IS THE CONTRACTOR'S 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DATED MA Y 2006. � 8 SQFT ASHE IROAD 18 SQFT N6r 0t us �5 C-tkr GET BUSSTOP, �s �_� Ilei. �►`w�. ���►��. SII 1111111 � QRpFESS/ pEAN q� Lu Q= �' m REGISTERED CI VIL E GINEER C 4680 * Exp. 6-30 11 Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CAS_ REVISIONS No. DA TE DESCRIP TION 3 r 4 s SCALE: 1 "= 40' s s ES VE WA - - - - 3S of e"4 I i r N. HALF-MOON DRIVE 1 , 5 e ASHE ROAD LIMITS OFfiI G 707 LF ' 2 30 SQFT OPERATI BEGIN STA 62+00 4 402 LF 8 200 LF END STA 62+63 2 30 SQFT — — GET BUS STOP _ 63 LF3 3 18 SQ9 200 LF 8 IF 11ILM s s - _E TV —__ _ Th — __ _ —-- TV ---- 6 437 LF 9 200 LF 7 105 LF 7 01 F e + s s _— TV rV _. — TV ..... _ 3 18 SQFT 5 148 LF 4 407 LF 8 409 LF LIMITS OF AVING OPE RATI N I li 'n N. HALF-MOON DRIVE File Nome:ASHE—RD—ESTIMA Drawn: N. GREWAL PA VEMENT REHAB/L/TA TIO O CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.. TOK223 Engineer: N. GREWAL N 2 09 PHASE 2 Dote: JUNE 24, 2009 lChecked By ASHE ROAD WHITE LANE TO MING AVENUE -CONSTRUCTION PLANS 0 =a rpe4r A- O O 3 18 SQFT 00 Q0 5 W Z _ u Q TV 0 SHEE NO. 7 0 70 2 3 CON TRUCT/ON NOTES MMANHOLE T BE ADJUSTED BY OTHERS F61 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 REVIEW AND ON PLANS FIELD VERIFY LOCATION). ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC PALL EXISTING MONUMENT LIDS, MANHOLES, ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM CLEANOUTS, VALVE BOXES AND CONCRETE WITH THE CURRENT "MUTCD" PADS EFFEC ED BY FULL DEPTH RECLAMATION SHALL BEL WERED TO NEW FINISH GRADE. rj CONTRACTOR SHALL REMOVE AND REPLACE EXISTING 41 CONSTRUC CURB & GUTTER PER CITY STANDARD ST -1 ACCESS RAMPS AND ADJACENT CURB & GUT PLAN A88A TER PER CAL TRANS STANDARD ® CONTRACTOR SHALL CONSTRUCT CROSS GUTTERS PER (SEE DETAIL SHEET FOR TYPE). CONCRETE /NISHES SHALL FOLLOW STANDARD 7. CITY STANDARD ST—CONTRACTOR SHALL CONSTRUCT SPECIFICA TUNS 73-1.06. ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A TYPE CM. �5 TYPE E L 00 S SHALL BE PLACED 345' BACK OF LIMIT LINE OF ,INTERSECTION. DETECTOR LOOPS AND LEAD—INS gv s sops ,s ,, ° rt � �got, , Ce,c f toe "` 1 "" WI THIN 8 0 1.5 THE CURB FL 0KINE SHALL BE A MINIMUM OF r� il*\0,c:.�c s�0,1� ►�. vo .� BELOW HE SURFACE OF THE PAVING. DETECTOR LOOPS` t r ! a 41\ �` Y '� 4- `.c Cot SHALL BE C TERED ON THEIR RESPECTIVE LANES TYPE C LOOPS 0 � lL 'CC SHALL BE PLACED 6' PAST STOPBAR AS INDICATED ON PLANS. , or }-fie '' ' ASHE IROAD 18 SQFT N6r 0t us �5 C-tkr GET BUSSTOP, �s �_� Ilei. �►`w�. ���►��. SII 1111111 � QRpFESS/ pEAN q� Lu Q= �' m REGISTERED CI VIL E GINEER C 4680 * Exp. 6-30 11 Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CAS_ REVISIONS No. DA TE DESCRIP TION 3 r 4 s SCALE: 1 "= 40' s s ES VE WA - - - - 3S of e"4 I i r N. HALF-MOON DRIVE 1 , 5 e ASHE ROAD LIMITS OFfiI G 707 LF ' 2 30 SQFT OPERATI BEGIN STA 62+00 4 402 LF 8 200 LF END STA 62+63 2 30 SQFT — — GET BUS STOP _ 63 LF3 3 18 SQ9 200 LF 8 IF 11ILM s s - _E TV —__ _ Th — __ _ —-- TV ---- 6 437 LF 9 200 LF 7 105 LF 7 01 F e + s s _— TV rV _. — TV ..... _ 3 18 SQFT 5 148 LF 4 407 LF 8 409 LF LIMITS OF AVING OPE RATI N I li 'n N. HALF-MOON DRIVE File Nome:ASHE—RD—ESTIMA Drawn: N. GREWAL PA VEMENT REHAB/L/TA TIO O CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.. TOK223 Engineer: N. GREWAL N 2 09 PHASE 2 Dote: JUNE 24, 2009 lChecked By ASHE ROAD WHITE LANE TO MING AVENUE -CONSTRUCTION PLANS 0 =a rpe4r A- O O 3 18 SQFT 00 Q0 5 W Z _ u Q TV 0 SHEE NO. 7 0 70 2 3 LEGEND 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. m� 0 O IV 00 O �_o LQ J v W _J Z INSTALL ctoQ O INSTALL TYPE IV ARROWS O3 INSTALL TV 0 INSTALL DETAIL 8 O5 Q) 0 O_ INSTALL O OINSTALL o OINSTALL DETAIL 39 O W 0 0 INSTALL J 498 LF SYMBOLS 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 V. WATER VALVE TO BE ADJUSTED BY OTHERS G.V. GAS VALVE TO BE ADJUSTED BY OTHERS �8L TV 6 49F W Ol INSTALL ctoQ O INSTALL TYPE IV ARROWS O3 INSTALL 'BIKE LANE" AND ARROW MARKINGS. 4O INSTALL DETAIL 8 O5 INSTALL 0 O6 INSTALL DETAIL 31 OINSTALL o OINSTALL DETAIL 39 O INSTALL 0 10 INSTALL DETAIL 40 11 INSTALL W LOQ I j Q) 0 z 0 Q) W 0) O O N Z W Z W I O O J J 498 LF SYMBOLS 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 V. WATER VALVE TO BE ADJUSTED BY OTHERS G.V. GAS VALVE TO BE ADJUSTED BY OTHERS �8L TV 6 49F u - TV 8 381 LF 4 498 LF CITY OF BAKERSFIELD, CALIFORNIA GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROX/MA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS U TIL I T Y COMPANIES. FINAL RESPONSIBIL I T Y FOR L OCA TING U TIL I TIES IN THE FIEL D IS THE CONTRACTOR'S 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. S TV 9 100 LF N0141INGHAM 11 LIMIT: 18 SOFT 1 11 OR C CONSTRUCTION NO TES Qt MA P HOLE TO BE ADJUSTED BY OTHERS © CONTRACTOR SHALL INCORPORA TE THE INFORMA TION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL 21 INS ALL FIRE HYDRANT MARKERS AS SHOWN AND DETOUR PLANS SUBMITTED FOR REVIEW AND ON PLANS (FIELD VERIFY LOCATION). ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC 0 ALL EXISTING MONUMENT LIDS, MANHOLES, ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM CLE 4 NOU TS, VAL VE BOXES ANO CONCRETE Al TH THE CURRENT WUTCD" PAD 5 EFFECTED BY FULL DEPTH RECL AMA TION SHA'_L BE LOWERED TO NEW FINISH GRADE. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING M CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CITY STANDARD ST -1 CUB & GUTTER PER CAL TRANS STANDARD ®CONTRACTOR SHALL CONSTRUCT CROSS GUTTERS PER PLAV A88A (SEE DETAIL SHEET FOR TYPE). CITY STANDARD ST -7 CONTRACTOR SHALL CONSTRUCT CONCRETE FINISHES SHALL FOLLOW STANDARD ACCESS RAMPS AND ADJACENT CURB &GUTTER PER SPE /FICA TIONS 73-1.06. CAL TRANS STANDARD PLAN A88A TYPE CM. a TY E LOOPS SHALL BE PLACED 345' BACK OF LIMIT o,, err _0\at S rr,.crAV LIN OF INTERSECTION. DETECTOR LOOPS AND LEAD—INS tet, -S SS ��afrci Cr��sG WIT IN 8' OF THE CURB FL0KINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PA VING. DETECTOR LOOPS I'? a ^crc. c S I t ` SHA L BE CENTERED ON THEIR RESPECTIVE LANES TYPE C LOOPS (D>\t a c r °el � �l a f" A and SHA IL BE PLACED 6' PAST STOPBAR AS INDICA TED ON PLANS. +"j o PAVING 0\ ii�1���.'k 114 LIMITS OF PAVING 211 OPE ATIN I. I 100 LF j 608 LF ,., I 18 SQFT aGET BUS STOP )FT 94 LF /Z BEGIN STA 73-59 END STA 74+53 k NE N. File Nam e:ASHE— RD—ESTIMA Drawn N. GREWAL PUBLIC WORKS DEPARTMENT Job No.: TOK22J Engineer: N. GREWAL Date: JUNE 24, 2009 Checked By.• UA I' e4'0 t"pt f� BBEGIN TAPER TA 76+31.43 BE(A, STA 76+73 18 SOFT I END TA 77+19 4(� LF G 18 S T 1 2 4 607 F 7 eRpFESS ONq OF -AN w� �' m REGISTERED CI VIL E GINEER C 468 * Exp. 6-3 -11 CITY OF BAKERSFIELD �P ciVl 1501 TRUX TUN AVENUE qTF BAKERSFIELD, CA 93301 OF CA F REVISIONS No. DA TE I DESCRIP TION � jv jjyj r Jr T BUS STOP 2 90 SOFT 8 246 LF '-0/71 ru ` /--lost SCALE: I "= 40' 18 SOF QFLI OPE 18 ST r - PAVEMENT REHAB/CITATION 2009 PHASE 2 ASHE ROAD= WHITE LANE TO MING AVENUE-CONSTRUCT/ON PLANS 9 200 LF STRIPING NOTES Ol INSTALL 1' 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 OINSTALL DETAIL 38 OINSTALL DETAIL 39 O INSTALL DETAIL 39A 10 INSTALL DETAIL 40 11 INSTALL DETAIL 38A u - TV 8 381 LF 4 498 LF CITY OF BAKERSFIELD, CALIFORNIA GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROX/MA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS U TIL I T Y COMPANIES. FINAL RESPONSIBIL I T Y FOR L OCA TING U TIL I TIES IN THE FIEL D IS THE CONTRACTOR'S 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS STANDARD PLANS DA TED MA Y 2006. S TV 9 100 LF N0141INGHAM 11 LIMIT: 18 SOFT 1 11 OR C CONSTRUCTION NO TES Qt MA P HOLE TO BE ADJUSTED BY OTHERS © CONTRACTOR SHALL INCORPORA TE THE INFORMA TION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL 21 INS ALL FIRE HYDRANT MARKERS AS SHOWN AND DETOUR PLANS SUBMITTED FOR REVIEW AND ON PLANS (FIELD VERIFY LOCATION). ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC 0 ALL EXISTING MONUMENT LIDS, MANHOLES, ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM CLE 4 NOU TS, VAL VE BOXES ANO CONCRETE Al TH THE CURRENT WUTCD" PAD 5 EFFECTED BY FULL DEPTH RECL AMA TION SHA'_L BE LOWERED TO NEW FINISH GRADE. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING M CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CITY STANDARD ST -1 CUB & GUTTER PER CAL TRANS STANDARD ®CONTRACTOR SHALL CONSTRUCT CROSS GUTTERS PER PLAV A88A (SEE DETAIL SHEET FOR TYPE). CITY STANDARD ST -7 CONTRACTOR SHALL CONSTRUCT CONCRETE FINISHES SHALL FOLLOW STANDARD ACCESS RAMPS AND ADJACENT CURB &GUTTER PER SPE /FICA TIONS 73-1.06. CAL TRANS STANDARD PLAN A88A TYPE CM. a TY E LOOPS SHALL BE PLACED 345' BACK OF LIMIT o,, err _0\at S rr,.crAV LIN OF INTERSECTION. DETECTOR LOOPS AND LEAD—INS tet, -S SS ��afrci Cr��sG WIT IN 8' OF THE CURB FL0KINE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PA VING. DETECTOR LOOPS I'? a ^crc. c S I t ` SHA L BE CENTERED ON THEIR RESPECTIVE LANES TYPE C LOOPS (D>\t a c r °el � �l a f" A and SHA IL BE PLACED 6' PAST STOPBAR AS INDICA TED ON PLANS. +"j o PAVING 0\ ii�1���.'k 114 LIMITS OF PAVING 211 OPE ATIN I. I 100 LF j 608 LF ,., I 18 SQFT aGET BUS STOP )FT 94 LF /Z BEGIN STA 73-59 END STA 74+53 k NE N. File Nam e:ASHE— RD—ESTIMA Drawn N. GREWAL PUBLIC WORKS DEPARTMENT Job No.: TOK22J Engineer: N. GREWAL Date: JUNE 24, 2009 Checked By.• UA I' e4'0 t"pt f� BBEGIN TAPER TA 76+31.43 BE(A, STA 76+73 18 SOFT I END TA 77+19 4(� LF G 18 S T 1 2 4 607 F 7 eRpFESS ONq OF -AN w� �' m REGISTERED CI VIL E GINEER C 468 * Exp. 6-3 -11 CITY OF BAKERSFIELD �P ciVl 1501 TRUX TUN AVENUE qTF BAKERSFIELD, CA 93301 OF CA F REVISIONS No. DA TE I DESCRIP TION � jv jjyj r Jr T BUS STOP 2 90 SOFT 8 246 LF '-0/71 ru ` /--lost SCALE: I "= 40' 18 SOF QFLI OPE 18 ST r - PAVEMENT REHAB/CITATION 2009 PHASE 2 ASHE ROAD= WHITE LANE TO MING AVENUE-CONSTRUCT/ON PLANS 9 200 LF f 0 1 SHEE NO. 8 0 10 2 3 • f 0 1 SHEE NO. 8 0 10 2 3 U I W D -- n-- _ W + 22+00 z _ O w` -I--- < ARCO GAS STATION I-- u� I APARTMENT COMPLEX SHOPPING COMPLEX 41a �A� I � IF WHITE LANE N O WHITE LANE Ln 35+00 36+00 37+00 38+00 - 39+00 40+00 41+00 42+012 43+00 - t z- U �13 I W( I— Q APARTMENT COMPLEX 91 ' CHURCH O WHIT Ln-- -- -- !- -i -- tt N – --- L _ S3+00 54+00 55+00 I v 1 56+00 57+00 58+00 59+00 fi0+00 W Li r �1� ONSWAY APARTMENT COMPLEX 3 i Il Q o - co 0 o E LANE 0 _ MERCY DAY CARE ORIENTAL RESTAURANT CHEVRON un A -N t O 71+00 72+00 73+00 Q 7645A 77+00�� �- Q ' 3 W Q ot LQ u tzn a f-- NO JIN HA DRIVE Q SHOPPING COMPLEX O O W O < N Z W Z • W t 0 PHASING ]LEGEND PHA E I CONSTRUCTION PHASE 2 CONSTRUCTION SEE PHASING NOTE 2 •- K W 33+0 F31 W z S. J hA F�DIDN DR � QRpFESS/ Nq v�cO O BEAN p� � REGISTERED Cl VIL NGINEER C 4680 * Exp.6-3 -11 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE qT�' O, FCA FO�� BAKERSFIELD, CA 93301 REVISIONS - No. DA TE DESCRIP T/ON 1 / / 2 3 / / S4'7 O Ln N LO D 45+00 _ 46+00 47+00 48+00 49+00 50+00 51+00 F3 1 52+00 iI f APARTMENT COMPLEX Q Ji I .../SME.. � „�.<so OWN JII�'.� *• Lam,. �. i� Y CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name.ASHE—RD—ES IMATE Drawn: N.GREWAL Job No.: TOK22J Engineer: N.GREWAL Date: JUNE 24, 2009 THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. Checked By APARTMENT COMPLEX SCALE: 1 "=60' 1 M PON TRAFFIC CONTROL' PHASING NOTES 1❑ ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTORS TRAFFIC,,, CONTROL AND DETOUR PLAN, CONTRACTOR SHALL COMPLY WITH THE CURRENT "MUTCD". 2 CONTRACTOR SHALL MAINTAIN A T LEAST ONE OPEN ACCESS A T ALL TIME. - ,.. _ nCONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA`AT ALCT/MES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT, ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. 4 CONTACT CITY�bFBAKERSFIELD TO ADDRESS �TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS 0 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 OPENi, OKER WEEKEND. PA VEMENT REHABIL ITA TION 2009 PHASE 2 ASHE ROAD WHITE LANE TO MING A VENUE -PHASING PLAN Sh EE NO. OF 10 0 1 � 3 J� QRpFESSI N APARTMENT COMPLEX ���� o °EaN W WHITE LANE O REGISTERED Cl VlL EGINEER LO C 4680 Exp. 6-3 11 0 - - - - - - _ - - ---� - - + CITY OF BAKERSFIELD `� -""-- - - 1501 TRUXTUN A VENUE n W BAKERSFIELD, CA 93301 OF CAS F ii+ o W REVI S/ONS Q - - - -3a o N No. DATE R/P TION DESC 0 � W _ Q ARCO GAS STATION SHOPPING COMPLEX S IC �A I— u� i `� Q S. A Fi�90 N DR 3 O WHITE LANE O Ln 5+ Ln W W U-- - -- - -- -- _Z Q APARTMENT COMPLEX -- -- APARTMENT COMPLEX U Q O CHURCH Lnr6_1 WHITE LAME I Ln O Ln x x— z 6q Q ONS WAY APARTMENT COMPLEX T N. �LF N DR I APARTMENT E T COMPLEX Q 3 O Ln- I MERCY DAY CARE ORIENTAL RESTAURANT CHEVRON I - - - v i u I T� I � NE-: — .- - o __D 72 047� W O + �8+00 - Z 80+ 00 R > a - __j _ O NO IN HA DRIVE Q I) I I I SHOPPING COMPLEX W SCALE. 1 "= 60' TRAFFIC CONTROL PHASING NOTES PHASING LEGEND10 ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE PHASE I CONSTRUCTION CONTRACTOR TO MEET CONTRACTORS TRAFFIC CONTROL AND DETOUR PLAN. CONTRACTOR SHALL COMPL Y WITH THE CURRENT "MUTCO ". 20 CONTRACTOR SHALL MAINTAIN AT LEAST ONE OPEN ACCESS AT ALL TIME. PHASE 2 CONSTRUCTION 0 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN A T THE END OF EACH WORK DA Y. SEE PHASING NOTE 3 ® CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS "MUTCDA 0 CONTRACTOR SHALL USE APPROPRIA TE SIGNAGE FROM THE CURRENT TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOU/RE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. © CONTRACTOR SHALL MAINTAIN ACCESS OPEN OVER WEEKEND. CITY OF File Name.ASHE-RD-ESTIMA BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK22,3 E Drawn: N. GREWAL Engineer: N. GREWAL PA VEMENT REHABILITA TION 2009 PHASE 2 SHEE NO. Date: JUNE 24, 2009 checked ay.' ASHE ROAD= WHITE LANE TO MING AVENUE—PHASING PLAN 10 CF 10 J� 0 1 2 3 J�