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HomeMy WebLinkAbout6.1-1708 Record DrawingLIST OF DRAWINGS SHEE T 1 SHEE T 2 —,3 SHEET 4— 11 SHEET 12-14 SHEET 15-25 x TITLE SHEET DETAILS & SECTIONS ACCESS RAMP MODIFI CA TI DNS FULL DEPTH RECONS TRUC TION PHASING PLAN CITY STANDARDS ST -7, ST 2, ST -7, ST -9, S7-12, ST -14, ST -27 STATE STANDARDS_ A20A, A2 B, A20D, A24A, A240, A24E, ASSA w G OH TV 0 CITY 0� BAKERS-IELD DEPARTMENT OF PUBLIC WORKS PAVEMENT REHABILITATION 2009 PHASE 4 MING AVENUE: GOSFORD ROAD TO NEW ST/NE ROAD FEDERAL PROJECT NUMBER: ESPL 5909 (758) CITY PROJECT NUMBER: TOK225 PROJECT OCATION CONVENTIONAL SYMBOLS EASEMEN T --:-----::::::::::---:-:------------ ----:----------- ----- -- - - EXIST CURB & CUTTER RIGH T— OF— WAY ---- --------------= EXIS T. A. C. FL 0 WL INE CEN TERL INE EXIST. EDGE OF PA VEMEN T RAILROAD TRACKS n n GUARD RAIL CHAIN LINK FENCE IMPRO VEMEN TS UTILITY SYMBOLS EXIST WA TER LINE -- S EXIST GAS LINE SD EXIST AERIAL E LINES EXIST FIBER OP TIC LINE EXIS T UNDERGROUND T — TV CABLES POWER POLE EXIST OIL LINE FO EXIST SEWER LINE EXIST STORM DRAIN EXIS T UNDERGROUND POWER LINE EXIS T UNDERGROUND PHONE LINE EXIST FIBER OP TIC LINE M.H. MAN OLE ^F.H. FIRE HYDRANT TION 581,387 o�, TRAFFIC P.P. DETAIL 8 (PAINT) W.M. LF -�- POWER POLE ❑ WATER METER LF TRAFFIC STRIPING, W.V. 39 (PAINT) FO EXIS NG MONUMENT STRIPING, WATER VALVE D FU TU E MONUMENT � M GAS METER S.L. 40 (PAINT) 477 G.V. PA l/EMEN T MARKINGS (WHITE PAINT) � S7"RE T LIGHT MARKINGS, TYP D GAS VALVE C� STREf T LIGHT W/MAST ARM BENCHMARK C.O. � CLEAN OUT f AUTO SCOPE TRAFFIC STRIPING, DETAIL Q PRE-EMPTION DEICE LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES (BASE BID) ROADWAY EXCA VA TION 581,387 C Y TRAFFIC STRIPING, DETAIL 8 (PAINT) 35,800 LF TRAFFIC STRIPING, DETAIL 38 (PAINT) 3,307 LF TRAFFIC STRIPING, DETAIL 39 (PAINT) 75,666 LF TRAFFIC STRIPING, DETAIL 39A (PAINT) 2300 LF TRAFFIC STRIPING, DETAIL 40 (PAINT) 477 LF PA l/EMEN T MARKINGS (WHITE PAINT) 4,340 SQFT FIRE HYDRANT PA I/EMENT MARKINGS, TYP D 76 EA FINAL PAY QUANTITIES (ADD ALT #1) ROADWAY EXCA VA TION 685 CY TRAFFIC STRIPING, DETAIL 8 (PA/NT) 125 LF TRAFFIC STRIPING, DETAIL 38 (PAINT) 63 LF TRAFFIC STRIPING, DETAIL 39 (PAINT) 8 LF TRAFFIC STRIPING, DETAIL 39A (PAINT)' 27 LF TRAFFIC STRIP/NG, DETAIL 40 (PAINT) 338 LF PA VEMEN T MARKINGS (WH/ TE PA IN T) 688 SQFT Job No.: TOK225 File Path: K: \LDD—ENGINEERING\2009-2010\TOK225—Ming Avenue\dwg File Name: Min gRecons_recover—latest. dwg SACRAME • STAT PUTTING AMERICA TO WORK PROJECT FUNDED BY THE American Recovery and Reinvestment Act SDOT CITY OF BAKERSFIELD `FRESNO LOS ANGELES SAN DIEGO OF CALIFORNIA No TE: THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID UCE SES.• CLASS A NO TE: THE CONTRACTOR SHALL CONTACT THE USA LOCA TOR SERVICE 1 800-642-2444, 48 HOURS PRIOR TO EXCA VA TIO PROJECT LENGTH QRpFESS/pN pEAN w C 46803 * Exp. 6-30-1, CIV 1 L 0���� OF C _l G.)- []V� PAVEMENT REHA MING AVENUE FROM GO. 1.86 MILES APPROVED BY: - -ZVll ee RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-11 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY. 411110 A SISTA T P LIC WORKS DIRECTOR IDATE IVIL ENGINEER IV— DE ENGINEERING T DATE I TRAFFIC ENGINEERING A TION 2009 PHASE 4 ROAD TO NEW STINE ROAD 0 1 N o7 uz W 0 uj5' Z C O DATE NO I OF 25 SHEETS 2 3 BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE.' 5' WIDE AT CUB AND GUTTER 4' A T CURB ONI Y j BEGIN DET I IL 39 A T ECR W/ PA VEM T MARKING/ END DETAIL 39 A T BCR WHEN DETAIL 39A IS NOT SH WN ON PLAN END DETAIL 39A AT BCR INCLUDE DETAIL J9 A ONL Y WHERE SHOWN ON PLAN, MIT DETAIL 39A WHEN NOT SHOWN 9N PLAN 200' I A Q6 TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT MID -ARC POINTS OF THE CURB IT, TERMINATE ALL LANE LINES ON A UNE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS TYPICAL TERMINATION OF LANE STRIPING AT INTERSECTIONS WITH NO STOP BARS NOT TO SCALE DETAIL 39 2' 1.75' 4 �U PA I/EMENT MARKING (WH/TE) PA CEMENT MARK/NGS (WH/TE) PER STANDARD PLAN A24C BIKE LANE PAVEMENT MARK/NG DETAIL CITY OF BAKERSFIELD, CALIFORNIA NOT TO SCALE EXISTING AC SURFACE LIMITS OF EXCAVATION WILL VARY BETWEEN 1.0' TO 1.30' (TYP) 0.20' TYPE "A" A. C. 0.20' TYPE "B" A.C. J 6" (PER MU TCD 2003 CALIFORNIA P S SUPPLEMENT FIGURE 3B-102) t i FIRE HYDRANT t 1 1 TRAFFIC FL 0W �7� TRAFFIC FLOW FIRE HYDRANT MARKER LOCATIONS 0.35' EXISTING CURB EXPOSURE 0.62' FINISHED EXPOSED CURB :°.p ®°► a. 4.1 DETAIL A 7.5" REVEAL MEDIAN ISLAND CURB DETAIL q S TREE T AND � OF CONS TRUC TION NOT TO SCALE 0.62' FINISHED EXPOSED CURB QRpFESSIpN DEAN nq� F2 ` c) � 2 REGI S TE E VlL GINEER C 46803 * Exp. 6-30-11 Cl TY OF BAKERSFIELD 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 F OF CA��F� EXISTING AC SURFACE LIMITS OF EXCAVATION WILL VARY BETWEEN 1.0' TO 1.30' (TYP) 0.20' TYPE "A" A.C. 0.20' TYPE "B" A.C. N. TS. F do 45' VARIES 2' EXISTING AC SURFACE 1.0' — 1.30' L/MI TS MEDIAN WID TH VARIES (4'-18' 45' 0.20' TYPE "A' A. C. 0VERLA Y F OF EXCA VA TION (TYP) SEE PLAN STRAIGHT STRAIGHT —GRAD_E— 0.20' TYPE "A" DETAIL A A.C. 0V R E L AY SHE T 2 0.80' TYPE "B A. C. „ 0.80' TYPE "B " A. C. SEE STREET PLANS EXISTING CURB &GUTTER (TYP) . PUBLIC WORKS DEPARTMENT VARIES 2' EXISTING AC SURFACE 1.0' — 1.30' L/MI TS OF EXCA VA TION (TYP) FOR PA V/NG LIMITS EXISTING CURB & GUTTER (TYP) MING AVENUE FROM GOSFORD ROAD TO NEW S TINE ROAD File Name: Min Recons_recove Drawn: N.GREWAL Job No.: TOK225 Engineer. N. GREWAL Date: JAN 29, 2010 Checked By. PAVEMENT REHABILITATION MING AVENUE FROM GOSFORD ROAD N. TS. 99 PHASE 4 NEW STINE ROAD 6.1-17z)s SHEET NO. 2 OF 25 ggiF ESS /o/v DEAN +0.83 EXISTING pj EXISTING AC SURFACE 0.83' FINISHED CURB EXPOSURE - 0.83 FINISHED EXISTING AC SURFACE RtGIST RE" EN NEER C 46803 Exp. 6-30-11 LIMITS OF EXCAVATION EXPOSED CURB EXPOSED CURB LIMITS OF EXCAVATION CITY OF BAKERSFIELDClvi\- WILL VARY BETWEEN WILL VARY BETWEEN 1501 TRUXTUNCAVENUE rOF CA�ERSFIL93301 1.0' TO 1.30' (TYP) 1.0' TO 1.30' (TYP) (4 0. 20' TYPE "A" A.C. -0.20 TYPE A" A.C. NOTE: THE REBAR SHALL NOT 0..'20' TYPE "B" A.C. 0.20' TYPE 14 RE8A R BE SPA CED CL OSER THAN 2 B A. C. 6 T FROM EACH 0 IVA TCH OTHER EX) STING DETAIL 8 10" REVEAL MEDIAN ISLAND CURB DETAIL N. TS. 14 8THICK CONCRE TE 4.* V"* •A :4 .00. REBAR 4 S TREE T A ND OF CONSTRUCTION FL VARIES 45'-49' VARIES 45'-4,9' FL CURB DE I L WITH REBA R VARIES VARIES NO T TO SCALE 2 MEDIAN WID TH -no- 2' EXISTING AC SURFACE VARIES (2'-2C') 0. 20' -00 TYPE "A' 'A' EXISTING AC SURFACE 1.0'- 1.30' LIMITS SEE PLAN A. C. 0 VERL A Y 1.0'- 1.30' LIMITS OF EXCA VA TION (TYP) STRAIGHT S TRA IGH T OF EXCA VA TION (TYP) ADE R j 0. 2 0' TYPE "A DETAIL B A. C. 0 VERL A Y SHE 3 0.80' TYPE "B" A. C. 0.80' TYPE "B A. C. SEE STREET PLANS EXISTING CURB & GUTTER (TYP) FOR PAVING LIMITS EXISTING CURB & GU T TER (TYP) -10+6J TO -14+50, -63+00 TO -66+27, -67+61 TO -71+00 AND -106+00 TO 109+30 N. TS. TOP OF CURB TRANSITION I 0.83' 0.62'-----___-__ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - ±0.35' TOP OF CURB EXISTING AC SURF 1 - - - - CE IT P F O - - - -- - - - - - - - - - - R - - - - - - - - - - - - - - - - CUB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - I ------ -------- EXISTING A C SURFACE - :NEW A C SURFACE 100, DETAIL C MEDIAN CURB TRANSI TION FROM 7.5 TO 10 HEIGHT DETAIL N. TS. P 17D3 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: Min Recons—recover lDrown:N.GREWAL FA VEMENT REHA BILITA TION 2009 PHASE 4 SHEE T NO. Job No.: TOK225 Engineer: N.GREWAL 1 MING AVENUE FROM GOSFORD ROAD TO NEW STI NE ROAD -CROSS SECTIONS 3 OF 25 Date: JAN 29, 2010 Checked By. 07 C --I m 1 '. 10' CITY OF BAKERSF/ELD, CALIFORNIA MING AVE I I I N6. II I1 li 11 11 i I I . 1 1 i t � � I 2 r I I F- I — 9 LIQ It a � o b, 1 4 t / nY ----___-- ----- I T -7 f j V ! I 1 1 II 1 11 I v v �� 0 0 0000 \ > 9 � LLJ C --I m 1 '. 10' CITY OF BAKERSF/ELD, CALIFORNIA MING AVE MING AVE & GOSFORD RD PUBLIC WORKS DEPARTMENT fie Name: Ming Ramps I$ Job No.: 108-22.1 Date: 02-01-10 Drawn: AC8 Engineer. MJW Checked 8y. 1JP REGISTERED CIVIL ENGINEER I I I N6. HYDRANT I I . 1 1 i / l I 2 r I I F- I — 9 LIQ a o b, 1 4 t / nY I T -7 f j V ! I 1 1 II 1 11 I MING AVE & GOSFORD RD PUBLIC WORKS DEPARTMENT fie Name: Ming Ramps I$ Job No.: 108-22.1 Date: 02-01-10 Drawn: AC8 Engineer. MJW Checked 8y. 1JP REGISTERED CIVIL ENGINEER 10-1=0 LEGEND 0 PROPOSED RELOCATION (9 EXISTING `,NATER VALVE -Q- rRIEVISIONS N6. HYDRANT DA TE DESCRIPTION '! BOX / UTILITY VAULT / l 2 4 t / 10-1=0 LEGEND 0 PROPOSED RELOCATION (9 EXISTING `,NATER VALVE -Q- EXISTING FIRE HYDRANT EXISTING POLE BOX / UTILITY VAULT M C -] EXISTING WATER METER EXISTING LANDSCAPE LIGHT Z EXISTING STREET LIGHT/SIGNAL - - - - - - -I--- EXISTING CONCRETE --�--•-- RIGHT OF WAY 0 0 N 0 0 E NO 0 ■ EXISTING BLOCK WALL NOTES INSTALL TRUNCATED DOMES PER CALTRANS STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN - SAWCUT AND REMOVE EXISTING CONCRETE. POUR NEW CONCRETE FOUNDATION FOR TRUNCATED DOMES. PROTECT CURB AND GUTTER AND REMAINDER OF RAMP IN PLACE. Z-1— -ZbICo m PA VEMENT REHABILl TA T/ON 2009 MINO AVENUE FROM 005FORD TO NEW STINE ROAD ACCs QRpfESSIl�,. uw J. PARRS No. 58155 m Exp.6-30-10 Ct VIS- GFp CA1-� 1800 30th Street, Suite 260 Bakersfield, CaGfomto 93.3011 / (6661) 327-1969 �Q • t Drl• SE 4 SS RAMP RECONSTRUCTION 0 1 SHEET NO. 4 OF 25 2 3 0.2610o' FL 11.9' .s h . n NOTE: MODIFY EXISTING LANDSCAPE LIGHTING WHICH CONFLICTS WITH NEW RAMPS FLOWLINE CURVE DATA D = 90'22'49" R = 20.04' L = 31.61' T = 20.17' MING AVE FLOWLINE CURVE DATA D = 88'2'41" R = 20.11' L = 30.9', T = 19.43 LEGEND Q EXISTING SIGN 0 PROPOSED RELOCATION ® EXISTING WATER VALVE -a EXISTING FIRE HYDRANT EXISTING POLE BOX / UTILITY VAULT WM [ � EXISTING WATER METER 1 EXISTING LANDSCAPE LIGHT 0-- -� EXISTING STREET LIGHT/SIGNAL - - - - - - - - - - EXISTING CONCRETE _�— — — — RIGHT OF WAY ®1 EXISTING BLOCK WALL r } } } }} } }} } }} } } } I }} } }} } }f } f CALLE SALIDA CITY OF BAKERSF/ELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Fie Nam Ming Ramps W Job No.: 108-22.1 Date. 02-01-10 IJ NOTE: MODIFY EXISTING LANDSCAPE LIGHTING WHICH CONFLICTS WITH NEW RAMPS FLOWLINE CURVE DATA D = 91'35'8" R = 19.9' L = 31.8' T = 20.45' FLOWLINE CURVE DATA v D = 94'2838" R = U� 19.31 a, L = 31.84' 'P T = 20.88' Drawn: AC8 Engineer: MJW Checked By. IJP CALLE HIJA REGISTERED CIVIL ENGINEER 7 - I 2elo DATE PA VEMENT REHABILI TA TION 2009 MING AVENUE FROM GOSFORD TO NEW S77NE ROAD ACCT CD REVISIONS DA TE DESCRIPTION QR�lss10*gt Fy Wi J. PARKS No. 58155 Exp.6-30-10 /Vii-��� OF CAL\ J Nt3� cp -s i800 3m street, suite 260 Bakersfield, California 93301 661 327-1969 1 RASE 4 RAMP RECONSTRUCTION 0 1 Y SHEET NO. 5 OF 25 2 IN NOTES No. CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS O7 REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP 11 1 STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA � MODIFY EXISTING LANDSCAPE LIGHTING 2 REQUIRMENTS WHICH CONFLICTS WITH NEW RAMP ® RELOCATE STREET SIGN AS THE ENGINEER SHOWN AND AS DIRECTED BY 3, © REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION 4 Fie Nam Ming Ramps W Job No.: 108-22.1 Date. 02-01-10 IJ NOTE: MODIFY EXISTING LANDSCAPE LIGHTING WHICH CONFLICTS WITH NEW RAMPS FLOWLINE CURVE DATA D = 91'35'8" R = 19.9' L = 31.8' T = 20.45' FLOWLINE CURVE DATA v D = 94'2838" R = U� 19.31 a, L = 31.84' 'P T = 20.88' Drawn: AC8 Engineer: MJW Checked By. IJP CALLE HIJA REGISTERED CIVIL ENGINEER 7 - I 2elo DATE PA VEMENT REHABILI TA TION 2009 MING AVENUE FROM GOSFORD TO NEW S77NE ROAD ACCT CD REVISIONS DA TE DESCRIPTION QR�lss10*gt Fy Wi J. PARKS No. 58155 Exp.6-30-10 /Vii-��� OF CAL\ J Nt3� cp -s i800 3m street, suite 260 Bakersfield, California 93301 661 327-1969 1 RASE 4 RAMP RECONSTRUCTION 0 1 Y SHEET NO. 5 OF 25 2 IN I / / 1 / / r/ r ! I / I I / I I / FLOWLINE CURVE DATA D = 871'49" R=20.3' L = 30.84' T = 19.27' F 4/A, NE CURVE DATA O�- D = 90'49'50" v R = 19.76' L = 31.32' T = 20.05' FLOWLINE CURVE DATA D = 8926'7" R = 19.87' L = 31.02' T = 19.68' FLOWLINE CURVE DATA D = 87'41'19" R = 20.46' L = 31.31' T = 19.65' REV/S/ONS V6.- DA TE DESCRIPTION /1 I / LEGEND Q EXISTING SIGN PROPOSED RELOCATION RIGHT OF WAY ■ EXISTING BLOCK WALL NOTES CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS (D STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS (3 ADJUST UTILITY LID TO FINAL GRADE AND SLOPE CONTRACTOR SHALL ADJUST PULL BOXES TO O MATCH FINAL GRADE AS REQUIRED IN THE LIMITS OF THE RECONSTRUCT © REMOVE EXISTING C NCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION Q) REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP 4' 51' �� -> / 4. / III 1 108, I/ h0 0 II III gyp. \ °o0 0 1 p% MATCH TC 5 /fit � � H FL N R9 0' r 6 Rs� QRpFESSjq 10 I I Cb ca g,�j uw J. PARKS (o ay 4, No. 58155 m I I I v * Exp.e-30-10 (-zc (j g CIV1� �Q REGISTERED CIVIL ENGINEER DATE CALF EL PORTAL 3ft Strom, Site 260 BokemrWd. California 93301 661 327-1969 f7e Nwne' Ming Romps West dwg Drawn: Ace PAVEMENT REHAB�LI TA T/C�N 2009 P ASE 4 CITYOF BA�ERSFIELD CAL/FC�RN/A PUBLIC WORKS ©EPARTMENT fi-I SHEET N0. Job No.: 108-22.1 Engineer.• MJW Date: 02-01-10 Checked Bir. IJP MING AVENUE FROM D TO NEW S771VE ROAD -ACCESS R MP RECONSMIC770N 6 OF 25 0 1 2 3 (} EXISTING WATER VALVE -0- EXISTING FIRE HYDRANT ED EXISTING POLE BOX / UTILITY VAULT wM E:] EXISTING WATER METER EXISTING LANDSCAPE LIGHT C?— --� EXISTING STREET LIGHT/SIGNAL — — — — — — — — — EXISTING CONCRETE RIGHT OF WAY ■ EXISTING BLOCK WALL NOTES CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS (D STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS (3 ADJUST UTILITY LID TO FINAL GRADE AND SLOPE CONTRACTOR SHALL ADJUST PULL BOXES TO O MATCH FINAL GRADE AS REQUIRED IN THE LIMITS OF THE RECONSTRUCT © REMOVE EXISTING C NCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION Q) REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP 4' 51' �� -> / 4. / III 1 108, I/ h0 0 II III gyp. \ °o0 0 1 p% MATCH TC 5 /fit � � H FL N R9 0' r 6 Rs� QRpFESSjq 10 I I Cb ca g,�j uw J. PARKS (o ay 4, No. 58155 m I I I v * Exp.e-30-10 (-zc (j g CIV1� �Q REGISTERED CIVIL ENGINEER DATE CALF EL PORTAL 3ft Strom, Site 260 BokemrWd. California 93301 661 327-1969 f7e Nwne' Ming Romps West dwg Drawn: Ace PAVEMENT REHAB�LI TA T/C�N 2009 P ASE 4 CITYOF BA�ERSFIELD CAL/FC�RN/A PUBLIC WORKS ©EPARTMENT fi-I SHEET N0. Job No.: 108-22.1 Engineer.• MJW Date: 02-01-10 Checked Bir. IJP MING AVENUE FROM D TO NEW S771VE ROAD -ACCESS R MP RECONSMIC770N 6 OF 25 0 1 2 3 I I / I / / I I / I I I I I / / / I I I I I / / , I I I I / I I FLOWLINE CURVE DATA D = 92'0'44" R = 19.62' L = 31.51' T = 20.33' _w FLOWLINE CURVE DATA D = 89'5'26" R = 19.71' L = 30.65' T = 19.4' .�G , P4 0 rn MP I I�/I / I/ II I I, ! II 1 II I FLOWLINE CURVE DATA D = 88'20'49" R = 20.03' L = 30.88' T = 19.46' FLOWLINE REVISIONS CURVE DATA D = 97'4446" R=18.69' 1 If L = 31.89' WATER VALVE T = 21.41' -C)-- A:> \ \\ o' \\\\ MING AVE & MANNING � 6" y.J� 0.1' MAX VARIES — SEE ELEVATION 4 ' '• ON PLAN VIEW `' ` .= LANDSCAPE AREA ;. 4" SIDEWALK N 2.5" - RETAINING CURB DETAIL SECTION A -A 0 EXISTING SIGN REVISIONS Nd. DA TE DESCRIPTION EXISTING WATER VALVE -C)-- 2 / I E EXISTING POLE BOX / UTILITY VAULT wti+ E EXISTING 0 EXISTING SIGN NOTES CONSTRUCT NEW CAE "A" HANDICAP RAMP PER CALTRANS �}1 STANDARD PLAN A86A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS CONSTRUCT NEW CAE "B" HANDICAP RAMP PER CALTRANS Q STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS CONTRACTOR SHALL ADJUST PULL BOXES TO O5 MATCH FINAL GRADE AS REQUIRED IN THE LIMITS OF THE RECONSTRUCT © REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION ,7 REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP 13 CONSTRUCTION RETAINING CURB PER DETAILS SHOWN ON THIS PLAN 14 CONFORM CONCRETE RAMP TO EXISTING SIGNAL POLE FOUNDATION A DIRECTED BY THE ENGINEER REGISTERED CIVIL ENGINEER DATE �o Q'j!liI!ofEssi�q� wQ` Fye 1 W J. PARKS n No. 56155 a Exp -6-30-10 CI CA1-X'�`P 03t, ue2 T IL�E�BS� 661 327-1969 l7e Nome'Ming Romps West dwg Drown: ACB PAVEMENT REHABILI TA TION 2009 P ASE 4 SHEET Na CITY CIFSAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-22.1 Engineer. MJW Dote. 02-01-10 Checked By. IJP MING AVENUE FROM GO TO NEW S77NE ROAD ACCESS RAMP RECON67RUC77ON 7 OF 25 0 1 2 3 IV SZ PROPOSED RELOCATION (9 EXISTING WATER VALVE -C)-- EXISTING FIRE HYDRANT E EXISTING POLE BOX / UTILITY VAULT wti+ E EXISTING WATER METER EXISTING LANDSCAPE LIGHT O-- EXISTING STREET LIGHT/SIGNAL - — — — — — — — - EXISTING CONCRETE — — — RIGHT OF WAY EXISTING BLOCK WALL NOTES CONSTRUCT NEW CAE "A" HANDICAP RAMP PER CALTRANS �}1 STANDARD PLAN A86A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS CONSTRUCT NEW CAE "B" HANDICAP RAMP PER CALTRANS Q STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS CONTRACTOR SHALL ADJUST PULL BOXES TO O5 MATCH FINAL GRADE AS REQUIRED IN THE LIMITS OF THE RECONSTRUCT © REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION ,7 REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP 13 CONSTRUCTION RETAINING CURB PER DETAILS SHOWN ON THIS PLAN 14 CONFORM CONCRETE RAMP TO EXISTING SIGNAL POLE FOUNDATION A DIRECTED BY THE ENGINEER REGISTERED CIVIL ENGINEER DATE �o Q'j!liI!ofEssi�q� wQ` Fye 1 W J. PARKS n No. 56155 a Exp -6-30-10 CI CA1-X'�`P 03t, ue2 T IL�E�BS� 661 327-1969 l7e Nome'Ming Romps West dwg Drown: ACB PAVEMENT REHABILI TA TION 2009 P ASE 4 SHEET Na CITY CIFSAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-22.1 Engineer. MJW Dote. 02-01-10 Checked By. IJP MING AVENUE FROM GO TO NEW S77NE ROAD ACCESS RAMP RECON67RUC77ON 7 OF 25 0 1 2 3 IV 0 1".- 10' Cj6NSTRUCT- IEWt CONICERDEAN tR EATMENT FLOWLINE CURVE DATA D = 96'55'6" R = 19.79' L = 33.47' T = 22.33' MING q VE FLOWLINE CURVE DATA D = 88'48'14" R = 19.96' L = 30.94' T = IQ SS' ' t I f f fi f iiit � � I C/TY OF BAKERSFIELD, CALIFORNIA AND REMOVE EXISTING CONCRETE j Q Z O t -- O Z elf Q Co C9J SEE SHEET 13 FOR I OF ROAD DEMOLITION CONSTRUCTION D=94'4' R = 20.0; L = 32.8i T = 21.51 FLOWLINE CURVE DATA D = 87'50'5" R = 20.02' L = 30.69' T = 19.28' MING AVE & BARRINGTON PUBLIC WORKS DEPARTMENT Erle Nome. -Ming Ramps West.dw Drawn: ACB Job No.: 108-22.1 Engineer: MJW Date. 02-01-10 Checked By. IJP REVISIONS No. DA TE DESCRIP TION ,1 / I I / LEGEND 0 EXISTING SIGN 0 PROPOSED RELOCATION {D EXISTING WATER VALVE - - - - - 4 - - EXISTING CONCRETE RIGHT OF WAY ® EXISTING BLOCK WALL NOTES CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS (i STANDARD PLAN A 8 AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS CONSTRUCT NEW CASE -B- HANDICAP RAMP PER CALTRANS (2) STANDARD PLAN A08A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS ® RELOCATE STREET SIGN AS SHOWN AND AS DIRECTED BY THE ENGINEER © REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION 127 REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP 12 REMOVE EXISTING MEDIAN. CONSTRUCT TYPE "M- CURB PER PER COB STD PLN ST -2 13 CONSTRUCTION RETAINING CURB PER DETAILS SHOWN ON THIS PLAN I 6- _T � 0.1' MAX VARIES — SEE (= T. ELEVATION j " ON PLAN VIEW • LANDSCAPE AREA 4" SIDEWALK : . :.• . 2.5 - RETAINING CURB DETAIL SECTION A -A REGISTERED CIVIL EN(;INLLK 2 '( -2j)to DATE QRa�Essro,�� Fy YW J. PARKS No. 58155 * Exp.6-30-10 s�9 ctv1�'�� OF CA1.�4 1800 30th Street, Suite 260 / Bakersfield, Califomic 93301 661 327-1969 ' PAVEMENT REHABuTA TION 2009 PHASE 4 MING AVENUE FROM GOSFORD TO NEW ST71VE ROAD ACCESS RAMP RECONSTRUC77ON 0 1 D$ SHEET No. 8 OF 25 2 3 W -Q- EXISTING FIRE HYDRANT E-1 EXISTING POLE BOX / UTILITY VAULT EXISTING WATER METER - - EXISTING LANDSCAPE LIGHT p— EXISTING STREET LIGHT/SIGNAL - - - - - 4 - - EXISTING CONCRETE RIGHT OF WAY ® EXISTING BLOCK WALL NOTES CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS (i STANDARD PLAN A 8 AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS CONSTRUCT NEW CASE -B- HANDICAP RAMP PER CALTRANS (2) STANDARD PLAN A08A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS ® RELOCATE STREET SIGN AS SHOWN AND AS DIRECTED BY THE ENGINEER © REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION 127 REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP 12 REMOVE EXISTING MEDIAN. CONSTRUCT TYPE "M- CURB PER PER COB STD PLN ST -2 13 CONSTRUCTION RETAINING CURB PER DETAILS SHOWN ON THIS PLAN I 6- _T � 0.1' MAX VARIES — SEE (= T. ELEVATION j " ON PLAN VIEW • LANDSCAPE AREA 4" SIDEWALK : . :.• . 2.5 - RETAINING CURB DETAIL SECTION A -A REGISTERED CIVIL EN(;INLLK 2 '( -2j)to DATE QRa�Essro,�� Fy YW J. PARKS No. 58155 * Exp.6-30-10 s�9 ctv1�'�� OF CA1.�4 1800 30th Street, Suite 260 / Bakersfield, Califomic 93301 661 327-1969 ' PAVEMENT REHABuTA TION 2009 PHASE 4 MING AVENUE FROM GOSFORD TO NEW ST71VE ROAD ACCESS RAMP RECONSTRUC77ON 0 1 D$ SHEET No. 8 OF 25 2 3 W 11 U C� MING AVE ---- cn FLOWLINE W FLOWLINE CURVE DATA = CURVE DATA U D = 82'5'21" D = 80'2'32" R=21.75' R=20.37' L=31.16' L=28.46' T=18.93' T= 17.11' FLOWLINE CURVE DATA FLOWLINE ATA D = 90'12'59"CURVE R = 10 D = 89* 15'59" L = 15.75; R = 10 T = 10.04 `o �� $• ��. L = 15.58 T = 9.87'- - 1.6' 1 _ - -- — -- — .46% F 1aja — — -..� —I: {{ I I II I' f II I 4 41 I I ff I 1 II f { II I I 1! I I II { f II 1 { I I MING AVE & LOR EN E' S COFFEE SHOP ENTRANCE ■ ':.10' 0 1 !! I! 11 !I 41 1! I! !! i 1 . MING AVE & CHESHIRE DRI, E Z-1-2,7to DATE QRpfESS/ YW J. PARn No. 36155 z Exp.6-30-10 �j9TF Ci V 1L��-. � CALIF 1800 30th Street, Suite 260 Bakersfield, California 93,301 (� O cs 6 1 327-1969 `� f � Fie Namt~•Ming Ramps East.dwg Drawn: Ace PAVEMENT REHABILITATION 2009 �-IASE 4 SHEET NO. C/7Y !'�/ F BAKERSI MELD, CALIFORIIIIA PUBLIC WORKS DEPARTMENT Job No.: 108-2>2.1 Engineer: MJW Date: 02-01-10 Checked By. IJP MING AVENUE FROM GOSFORD TO NEW S77NE ROAD—ACCE3.S RAMP RECOl1�5TRUCTTON 9 OF 25 0 1 2 3 REVISIONS LEGEND NOTES No. DATE DESCRIPTION f EXISTING SIGN Q CONSTRUCT NEW CASE "A" HANDICAP RAMP PER STANDARD PLAN A88A AND THE DETAILS SHOWN CALTRANS 70 ON REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP 0 (9 -d- PROPOSED EXISTING EXISTING RELOCATION WATER VALVEON FIRE HYDRANT (3 OO THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS ADJUST UTILITY LID TO FINAL GRADE AND SLOPE CONTRACTOR SHALL ADJUST PULL BOXES TO MATCH FINAL GRADE AS REQUIRED IN THE LIMITS OF THE RECONSTRUCT ® 1p CONSTRUCT NEW CASE "CM" HANDICAP RAMP PER CALTRANS STANDARD PLAN A88B AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS CONSTRUCT 8' CROSS GUTTER PER COB STD PLAN S-17 ( " f VARIES -SEE ELEVATION ' = ' `• PLAN VIEW 4" SIDEWALK : - = . 0.1' MAX LANDSCAPE AREA `n2 3 4 C EXISTING POLE BOX UTILITY VAULT / a REMOVE EXISTING CONCRETE WITHIN LIMITS OF 12 CONSTRUCT TYPE "M" CURB PER COB STD PLAN ST -2 wm E -1 EXISTING WATER METER NEW HANDICAP RAMP CONSTRUCTION 13 ON THIS RETAINING CURB PER DETAILS SHOWN THIS PLAN 2 5" RETAINING CURB DETAIL SECTION A—A EXISTING LANDSCAPE LIGHT 4� ��-- EXISTING STREET LIGHT/SIGNAL — — — — — — — — -- — EXISTING CONCRETE — — — --- RIGHT OF WAY ■ ■ ■ ■ ■ ■ ■ ■ ■ EXISTING BLOCK WALL U C� MING AVE ---- cn FLOWLINE W FLOWLINE CURVE DATA = CURVE DATA U D = 82'5'21" D = 80'2'32" R=21.75' R=20.37' L=31.16' L=28.46' T=18.93' T= 17.11' FLOWLINE CURVE DATA FLOWLINE ATA D = 90'12'59"CURVE R = 10 D = 89* 15'59" L = 15.75; R = 10 T = 10.04 `o �� $• ��. L = 15.58 T = 9.87'- - 1.6' 1 _ - -- — -- — .46% F 1aja — — -..� —I: {{ I I II I' f II I 4 41 I I ff I 1 II f { II I I 1! I I II { f II 1 { I I MING AVE & LOR EN E' S COFFEE SHOP ENTRANCE ■ ':.10' 0 1 !! I! 11 !I 41 1! I! !! i 1 . MING AVE & CHESHIRE DRI, E Z-1-2,7to DATE QRpfESS/ YW J. PARn No. 36155 z Exp.6-30-10 �j9TF Ci V 1L��-. � CALIF 1800 30th Street, Suite 260 Bakersfield, California 93,301 (� O cs 6 1 327-1969 `� f � Fie Namt~•Ming Ramps East.dwg Drawn: Ace PAVEMENT REHABILITATION 2009 �-IASE 4 SHEET NO. C/7Y !'�/ F BAKERSI MELD, CALIFORIIIIA PUBLIC WORKS DEPARTMENT Job No.: 108-2>2.1 Engineer: MJW Date: 02-01-10 Checked By. IJP MING AVENUE FROM GOSFORD TO NEW S77NE ROAD—ACCE3.S RAMP RECOl1�5TRUCTTON 9 OF 25 0 1 2 3 12.1' _ shy . Tb'i*lo r L I ' _ _ 6 J I l 10' \tAG PNE VI `0 2 2 FLOWLINE CURVE DATA '0 D = 851344" R = 20.54' Z L = 30.55' T = 18.89' n a? r3 •8 �-A 4� CIO gs. A tt l�grcy t 5• 1'1 t ED 1 t\ t 1 a t t t 1 i t tt tt 1 it ti i t �t 1t MING AVE & PINION SPRINGS CIR WEST FLOWLINE CURVE DATA D = 88'37'20" R = 20.02' L = 30.97' T = 19.5 LEGEND 0 EXISTING SIGN _0_ PROPOSED RELOCATION EXISTING WATER VALVE -& EXISTING FIRE HYDRANT E -] EXISTING POLE BOX / UTILITY VAULT wM E -1 EXISTING WATER METER EXISTING LANDSCAPE LIGHT ��— EXISTING STREET LIGHT/SIGNAL — — — — — — — — — — EXISTING CONCRETE — — — — RIGHT OF WAY ■ ■ ■'1 ■ N N ■ E N EXISTING BLOCK WALL EXISTING WROUGHT IRON FENCE ro ml 0 CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS (2REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM 01 STANDARD PLAN A88A AND THE DETAILS SHOWN ON WHICH CONFLICTS WITH NEW RAMP THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS1Q REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP. TRANSPLANT TREES ® RELOCATE STREET SIGN AS SHOWN AND AS DIRECTED BY AS DIRECTED BY THE ENGINEER. CONTACT MAYA THE ENGINEER PROPERTIES AT 661-327-4727 FOR INFORMATION ON LOCATION �6 REMOVE EXISTING CONCRETE WITHIN LIMITS OF NEW HANDICAP RAMP CONSTRUCTION LUKvt UAIA D = 93'227" R = 19.84' L = 32.22' T = 20.92' FLOWLINE CURVE DATA D = 92'8'52" R = 19.44' L = 31.27' T = 20.18' Z G� C, f REVISIONS DA TE DESCRIPTION WA is ka d A o •a' � 5' \i \ \\ i \! 1 \i \ !\ MING AVE & PINION SPRINGS CIR EAST REGISTERED CIVIL ENGINEER z_I_ DATE ofQji�FEss�o,� Fy M J. PARKS No. 58155 z Exp.6-30-10 �9rF crvl�-' C CA1-�F F1800 30th Street, Suite 260 - = Bakersfield, California 93301 661 327-1969 Fie Nbme• Ming Ramps East. dwg Drawn: ace PA VEMENT REHABILI TA T/ON 2009 P 4 SHEET NO. CITY OF SAI«RSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 108-22.1 Engineer: MJW Date: 02-01-10 Checked By. IJP MING AVENUE FROM GOSPORD TO NEW S771VE ROAD—ACCESSASE RAMP RECONSMUC770N 10 OF 25 I I 1 1 17 0 1 2 3 rj 000"- /c / / / / / / / / / / FLOWLINE CURVE DATA D = 78'40'53" R = 20.09' L = 27.59' T = 16.47' FLOWLINE CURVE DATA D = 80'20'32" R = 20.06' L = 28.13' T = 16.94' 6" 0.1' MAX 00 ARIES — SEE ELEVATION r 04 PLAN VIEW ° LANDSCAPE AREA\1 3• 4" SIDEWALK ; . • q 4fQT / r ... �q.47% Fl 2.5"� RETAINING CURB DETAIL �--� SECTION A—A / / / / — 7 1 • 10 / 7O Dj FLOWLINE CURVE DATA D = 92'44'1" R = 19.61' L = 31.74' T = 20.57' 7, 7% X: FLOWLINE CURVE DATA D = 78'365 R = 25.81' L = 35.41' T = 21.13' 0000, 4' M n 52 \ \Mq CCy Pe r / i MING AVE & WESTHOLME BLVD CITY O BAKERSFIEL©, CALIFORNIA 1PUBLIC WORKS DEPARTMENT Fie Name. -Ming Ramps East.dwg Drawn: ACB Job No.: 108-22.1 Engineer: MJW Date. 02-01-10 Checked By. IJP LEGEND (7 REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP 0 EXISTING SIGN CONSTRUCT NEW CASE "C" HANDICAP RAMP PER CALTRANS 11 STANDARD PLAN A88A AND THE DETAILS SHOWN ON 0 PROPOSED RELOCATION THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS 13 CONSTRUCTION RETAINING CURB PER DETAILS SHOWN ® EXISTING WATER VALVE ON THIS PLAN -�- EXISTING FIRE HYDRANT EXISTING POLE BOX / UTILITY VAULT \I—/ 0— EXISTING STREET LIGHT/SIGNAL — — — — — — — — — EXISTING CONCRETE RIGHT OF WAY FLOWLINE CURVE DATA D = 91'2'40" R = 20.03' L = 31.8' T = 20.4 t� �O G� FLOWLINE CURVE DATA D = 84'45'19" y R = 20.63' L = 30.52' T = 18.82' 1".•10' REGISTERED CIVIL ENGINEER Z 6 F M ATCH BW 11 0 � / 26 3 000 nl' L 0,40 �00 M f B , N c •� 51' env MING AVE & COU TLEI GH RD QR04 ESS/pNgl Fy IMI J. PARKSrnn No. 56155 * 1 Exp. 6-30-10 2a t o 9�, CtVl�- DATE OF CALF PAVEMENT REHABILITATION 2009 MING AVENUE FROM GOSFORD TO NEW S77NE ROAD ACCT 1800134th Street, Suite 260 Bake►'bfield. California 93301 661 327-1969 . DHA SE 4 SHEET NO. RAMP RECONSTRUCTION 11 OF 25 0 1 2 3 NOTES REVISIONS No. DATE DESCRIPTION 14 CONSTRUCT NEW CASE "A" HANDICAP RAMP PER CALTRANS Q STANDARD PLAN A88A AND THE DETAILS SHOWN ON THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS 113 ADJUST UTILITY LID TO FINAL GRADE AND SLOPE 2 3 J CONTRACTOR SHALL ADJUST PULL BOXES TO Q MATCH FINAL GRADE AS REQUIRED IN THE LIMITS OF THE RECONSTRUCT © REMOVE EXISTING CONCRETE WITHIN LIMITS NEW HANDICAP RAMP CONSTRUCTION LEGEND (7 REMOVE/MODIFY LANDSCAPING AND IRRIGATION SYSTEM WHICH CONFLICTS WITH NEW RAMP 0 EXISTING SIGN CONSTRUCT NEW CASE "C" HANDICAP RAMP PER CALTRANS 11 STANDARD PLAN A88A AND THE DETAILS SHOWN ON 0 PROPOSED RELOCATION THIS PLAN, INCLUDING CURB AND GUTTER AND ALL ADA REQUIRMENTS 13 CONSTRUCTION RETAINING CURB PER DETAILS SHOWN ® EXISTING WATER VALVE ON THIS PLAN -�- EXISTING FIRE HYDRANT EXISTING POLE BOX / UTILITY VAULT \I—/ 0— EXISTING STREET LIGHT/SIGNAL — — — — — — — — — EXISTING CONCRETE RIGHT OF WAY FLOWLINE CURVE DATA D = 91'2'40" R = 20.03' L = 31.8' T = 20.4 t� �O G� FLOWLINE CURVE DATA D = 84'45'19" y R = 20.63' L = 30.52' T = 18.82' 1".•10' REGISTERED CIVIL ENGINEER Z 6 F M ATCH BW 11 0 � / 26 3 000 nl' L 0,40 �00 M f B , N c •� 51' env MING AVE & COU TLEI GH RD QR04 ESS/pNgl Fy IMI J. PARKSrnn No. 56155 * 1 Exp. 6-30-10 2a t o 9�, CtVl�- DATE OF CALF PAVEMENT REHABILITATION 2009 MING AVENUE FROM GOSFORD TO NEW S77NE ROAD ACCT 1800134th Street, Suite 260 Bake►'bfield. California 93301 661 327-1969 . DHA SE 4 SHEET NO. RAMP RECONSTRUCTION 11 OF 25 0 1 2 3 C1J I W CD n 0 Q z m w 0 n d- 0 m Ln 0 0 (N U7 N 0 C 0 0 3 V) _o LI a� 0 U a� �I 0 0 U a� rz -0 W C: a� Q c 5 u N N Y 0 0 N 0 0 N z_ w w z Z W I 0 J / m II I I I I 0 1 2 3 e ROFESS/O Nl 1 I I Calle S alldo Oq ���F. O pEAN R9� F� 1 i REGISTERED Cl VIL EN INFER C 46803 1 l 6 207 LF 8 200 LF 5 593 LF 5 593 LF ! �� �� ' * Exp. 6-30-11 :3 4 7 384 LF LIM TS OF PAVIN�pCl 4 14 SF /71— A , 40 „_ SC LE. TY OF BAKERSFIELD `req CIV �� � 1501 TRUXTUN A VENUE �F OF `�F�� BAKERSFIELD, CA 93301 CA -�� REVISIONS 0 �m x } 6Bt J.N9t E z o0 — _ 11 6 07 — — 11 — __ — , 10' — — 1 --__ _._ 4 o 5 155 LF 8 100 LF -_ -_.. ^' S 155 LF 7 55 LF 3 00 LF O No. DA TE DESCRIPTION 1 1 SIC 4 O I 4 F _ -- 2 cj� 00 LI OMITS 2 240 - O OF f _ _ —QO AVING 11' 3 Lj– 4 -- __ — - - F H. -__ -_� _ C �Q w `` CO 4 0 7 838 LF 4 14 SF MING A VENUE 11 z Calle Hlja -- GENERAL N TES : 1 ALL UTIL /TY LOCA TIONS SHOWN ARE APPROX/MA TE ONL Y, AND 7 788 LF LIMITS OF PVING 8 100 LF 5 312 LF 7 212 LF REPRESENT THE BEST INFORMA UT/CITY COMPANIES FINAL RES TION SUPPLIED BY THE VARIOUS ONSIBILITY FOR LOCATING MING A VENUE 4 14 SF 5 312 LF UTILITIES IN THE FIELD IS THE 2 ALL STRIPING AND PAVEMENT CONTRACTOR'S. ARKINGS SHALL CONFORM TO 5 788 LF _ _ 4 k 4 - -� - - O CAL TRANS PLANS DATED MAY 006. 5 788 LF - - _ ---- ; - - , --� — - ,--- _ _ _ _ _ _ Z -F LV 1 5 LF — T— o U) / Ll SIC _ _ -- - __'_ _ - r_.. - - JT t r - i z -.-T._•. 1—// 1 _ �� 7#,H/ 7 / 0 P( Q 001 -oil __ _ _ _ __------ 5 1200 LF "mow 5 1200 LF SCALE: 1 "= 40' - - 7 1200 LF { LEGEND SYMBOLS STRIPING NOTES: - - CONTRACTORS LIMITS OF PAVING OPERATION AT THE INTERSECTION OF CONSTRUCT/ON NOTES aMING Y AVENUE AND GOSFORD ROAD SHALL BE A 5' TYPICAL AROUND THE 1a MANHOLE TO BE ADJUSTED BY OTHERS CURB RETURNS. — --� I N S T AL L 6 -�ZTHE 1O CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS INDICATED ON THE PLANS. F2 INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS. ®CONTRACTOR SHALL REMOVE AND REPLACE EX/STING CURB &GUTTER PER PER CITY STANDARD ST -1. ENGINEER SHALL VERIFY LIM/TS IN FIELD. FULL DEPTH RECONSTRUCTION IN x 50' TYPE "C" LOOP AREAS INDICATED ON THE PLANS. DEPTH OF RECONSTRUCTION "E" Q O2 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. f 31 ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES AND CONCRETE PADS ON INSTALL TYPE LOOP MING AVENUE SHALL CONFORM TO THE 3 INSTALL TYPE IV ARROWS EFFECTED BY FULL DEPTH RECONSTRUCTION SHALL BE LOWERED TO THE NEW FINISH GRADE. �g CONTRACTOR SHALL CONSTRUCT CURB & GUTTER A T THE G. E. T BUS STOPS WITH REINFORCED CONCRETE. REINFORCED CONCRETE SHALL HAVE 8 -INCH ® CONSTRUCT ACCESS RAMPS PER DETAIL ON SHEET 4. THICKNESS WITH 3 REBARS REBAR FOR THE DETAILS AS SHOWN ON SHEET 2 AND ADJUST MONUMENT LID, SHEET 3 OF THE PLANS ISSUED FOR 0 FRAME, AND COVER PER 4 INSTALL 'BIKE LANE" MARKINGS. (SEE DETAIL ON SHEET 2) 14 (ONE CURB AREA AND TWO REBARS FOR THE GUTTER PAN). PLEASE SEE SHEET 3 FOR REBAR DETAILS. TYPE E LOOPS SHALL BE PLACED 285' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS THIS PROJECT. C.O.B. DRAWING S-29 � H ADJUST MANHOLE INSTALL DETAIL 9 5 INSTALL DETAIL 9 I INSTALL DETAIL 38 AND LEAD-INS WITHIN 8' OF THE CURB FLOWLINE SHALL BE A MINIMUM OF 1.5" BELOW THE 10 CONTRACTOR SHALL CONSTRUCT CROSS GUTTER PER CITY STANDARD ST -7. SURFACE OF THE AL BE DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & TYPE C LOOPS SHALL 8E PLACED 6' FROM FULL DEPTH RECONSTRUCTION IN A FRAME AND COVER PER AREAS INDICATED ON THE PLANS. C.O.B. DRAWING S-7 OINSTALL DETAIL 38 7A INSTALL DETAIL 39 CROSSWALK AS INDICATED ON THE PLANS TYPE E GUTTER PER CAL TRANS STANDARD PLAN A88B, TYPE CM. LOOPS SHALL HAVE THE HOMERUNS SAWCUT TO THE EXISTING PULLBOX AS SHOWN ON THE PLANS. THE DEPTH OF RECONSTRUCTION ON v. MING AVENUE SHALL 7 INSTALL DETAIL 39 8A INSTALL DETAIL 39A a6CON TRACTOR SHALL INCORPORA TE THE INFORMA TION ON THE PHASING PL AN IN TO THE TRAFFIC CON TROL 11 CONSTRUCT PAVEMENT PROFILE GRADE TRANSITION AT MEDIAN CURB PER AND DETOUR PLANS SUBMITTED BY THE CONTRACTOR FOR REVIEW AND ACCEPTANCE BY THE CITY OF DETAIL C ON SHEET 3. ENGINEER SHALL FIELD VERIFY THE LIMITS OF 100' CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 AND WATER VALVE T O BE SHEET 3 OF THE PLANS ISSUED FOR ADJUSTED BY OTHERS 8 INSTALL DETAIL 39A g INSTALL DETAIL 40 9A INSTALL DETAIL 40 T f ✓: t x F e a € ` . � 1 �, BAKERSFIELD TRAFFIC ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM WITH THE CURRENT MUTCO TRANSITION PRIOR TO ROAD WA Y EXCA VA TION. THIS PROJECT. (NOTE: THIS AREA IS �•V. PART OF ADDITIVE ALTERNATE NO. 1) ® GAS VALVE TO BE NOTE. (A) INDICA TES QUANTITIES FOR ADDI/T/VE ALTERNATE N0. 1 VJCkS ids j s ADJUSTED BY OTHERS t� _ El o t 1 r_ r tax ` � ,y / j�' As? 4 ".` cce OF PAVING CA) Eo -e.--- �4 v A)Fr rt` `7 244 LF 1 LIMPiTI p,a I 5 4 LF 4 14 SF e I 00 ' MING A VEN E 7 774 LF 244 LF ( E I 16I LF ► 5 874 LF ' '- -- r `�' -- – -- – 5874 LF __ --- O O O CD — M411 — jj — 123 LFstj 15 L 1' ~ 11 ! f f W LLJ Z f — 2 S U - J Ur 1 1 f 1 f 1 - , 4 'E ()5-2-,3J5 LF 5 235 F 40 LF -- _ - 4 14 SFS~ 5` 871 LF e871 LF 3 30 SF �5 ` � c t 7 871 LF W-t+k $ 100E ITS 7 135 LF LI OF PAVIN �h -4 �, 1 SCALE: 1 "=40' C/TY O BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: Min Recons -recover latest Drawn: N. Grewal PAVEMENT REHABILITATION, 20C9 PHASE 4 SHEET NO. Job No.: TOK225 En gineer: N. Gre wai Date: donuory 29, 2010 Checked By. MING AVENUE - GOSFORD ROAD TO NE STINE ROAD 12 OF 25 II I I I I 0 1 2 3 7 753 LF 120 I LIMITS OF PAVING LF 8 100 LF 7 70 LF QRpF .SS/ON ' - 5 753 LF -- DF -AN ql O 5 753 LF 0 4 L 5 170 LF t oma R��F�� N l I 14_r_--7 j 1 ' _ REGISTERED CIVIL EN INFER Q C 46803 I I r 2 f — —J 3 F N 111 1 O - Q - I A j Exp.6 30-11 /7� _L 1 S 2 F � I/ I i 1 l� 7- /El c� Q C/ TY OF BAKERSFIELD �9 4 -- - �- _ �.e _ '� 90 L t— 1501 TR UX TUN AVENUE T ► V ___ z + _ _ _ I C — F--- — _ _ — --� = ---1 W BAKERSFIELD, CA 93301 __w___ __ _ _ _ _ ___ ______ _ _ _ _ I7 7�- _ — f I % / l I H. _ _ I I _ I _ I 3 -- -� -- REVISIONS 1 t 172 LF I J EU- No. DA TE DESCR/P TION 0 ® --vl-- 1 1 5 —755 'LF SCALE. 1 "=40' 14 LF MING A VENUE j j5 755 LF � 114"TrmA FIow I,'he lidoii,4,120 LF 5 172 LF 7 555 LF 8 100 LF LIMITS of I JG I Stagy h, j , 5 172 LF Dro! Y9 mom koje In n, l t w CONSTRUCTION NOTES 7 CONTRACTORS L/MI TS OF PAV/NG OPERATION AT THE INTERSECTION OF LEGEND SYMBOLS- LSSTRIPING NOTES: 1 MANHOLE TO BE ADJUSTED Y OTHERS. ❑MING AVENUE AND GOSFORD ROAD SHALL BE A 5 TYPICAL AROUND THE 4 / / CURB RETURNS INSTALL O CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS a ❑INSTALL FIRE HYDRANT MAR RS AS SHOWN ON PLANS. ®CONTRACTOR SHALL REMOVE AND REPLACE EXISTING CURB & GUTTER PER FULL DEPTH RECONSTRUCTION IN 6 x 500 TYPE C LOOP INDICATED ON THE PLANS AREAS INDICATED ON THE PLANS. INSTALL_ TYPE "E" LOOP 2 INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. PER CITY STANDARD ST -1. ENGINEER SHALL VERIFY LIMITS IN FIELD. THE DEPTH OF RECONSTRUCTION ON Q Q QALL EXISTING MONUMENT LID , MANHOLES, CLEANOUTS, VALVE BOXES AND CONCRETE PADS MING AVENUE SHALL CONFORM TO THE 3 INSTALL TYPE IV ARROWS z EFFECTED BY FULL DEPTH R CONSTRUCTION SHALL BE LOWERED TO THE NEW FINISH GRADE. a CONTRACTOR SHALL CONSTRUCT CURB & GUTTER AT THE G.E. T BUS STOPS DETAILS AS SHOWN ON SHEET 2 AND If ADJUST MONUMENT LID, 4 CONSTRUCT ACCESS RAMPS ER DETAIL ON SHEET 4. WITH REINFORCED CONCRETE. REINFORCED CONCRETE SHALL HAVE 8 -INCH SHEET 3 OF THE PLANS ISSUED FOR FRAME, AND COVER PER 4 INSTALL 'BIKE LANE" MARKINGS. (SEE DETAIL ON SHEET 2) THICKNESS WITH 3 14 REBARS (ONE REBAR FOR THE CURB AREA AND TWO C.O.B.DRAWING S -2 9 THIS PROJECT. 5A INSTALL DETAIL 9 m Mr, E LOOPS SHALL BE PLACED 285' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS REBARS FOR THE GUTTER PAN). PLEASE SEE SHEET 3 FOR REBAR DETAILS. H ADJUST MANHOLE 5 INSTALL DETAIL 9 AND LEAD-INS WITHIN 8' OF HE CURB FLOWL/NE SHALL BE A MINIMUM OF 1.5" BELOW THE EgCONTRACTOR SHALL CONSTRUCT CROSS GUTTER PER CITY STANDARD ST -7. �..� FRAME AND COVER PER OINSTALL DETA/L 38 6A INSTALL DETAIL 38 Lu SURFACE OF THE PAV/NG DE ECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. F ULL DEPTH RECONSTRUCTION IN C. AB. D N WiNG S-7 ~ TYPE C LOOPS SHALL BE PLACED 6' FROM CROSSWALK AS INDICATED ON THE PLANS. TYPE E CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & AREAS INDICATED ON THE PLANS. 7 INSTALL DETAiL 39 7A INSTALL DETAIL 39 O LOOPS SHALL HAVE THE HOM RUNS SAWCUT TO THE EX/STING PULLBOX AS SHOWN ON THE PLANS. GUTTER PER CAL TRANS STANDARD PLAN A88B, TYPE CM. THE DEPTH OF RECONSTRUCTION ON V. MING AVENUE SHALL CONFORM TO THE WATER VALVE TO BE g INSTALL DETAIL 39A 8A INSTALL DETAIL 39A 325 LF © CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL 11 CONSTRUCT PAVEMENT PROFILE GRADE TRANSITION AT MEDIAN CURB PER DETAILS AS SHOWN ON SHEET 2 AND ADJUSTED BY OTHERS --, AND DETOUR PLANS SUBM/TT D BY THE CONTRACTOR FOR REVIEW AND ACCEPTANCE BY THE CITY OF DETAIL C ON SHEET J. ENGINEER SHALL FIELD VERIFY THE LIMITS OF 100 SHEET 3 OF THE PLANS ISSUED FOR gq INSTALL DETAIL 40 BAKERSFIELD TRAFFIC ENGINE RING DIVISION. CON TRAC TOR SHALL CONFORM WITH THE CURRENT MU TCD. IRA NSI TION PRIOR TO ROAD WA Y EXCA VA TION. THIS PROJECT. (NOTE: THIS AREA I S V• O9 INSTALL DETAIL 40 , GAS VALVE TO BE PART OF ADDITIVE ALTERNATE NO. I) NO 7F- (A) INDICA TES QUANT/ TIES FOR ADD/I TI VE AL TERNA TE N0. ADJUSTED BY OTHERS o LF 5 425 LF 3 CJ rl n ton II t LIMITS OF PAVING GJ 42fJ�- ' 225 SF _ W 5 617 L F SCALE.1MING = 4 D ' A F w'� 0 0') 5 617 LF 120 L - --- "r J� 7 617 LF , 4 `�- �' 2 LF Q 0 p _- N = — — — D- F °� 20 LF 425 LF — — 0 _ 11 LF _ _ - a 9425 LF 5 425 LF 5 517 LF a 4 120 LF -a 5 517 LF 7 517 LF 1 8 100 LF ; 2 25 j' F N 1 LIMITS OF VI(NG 41 I 0 -i 0 GENERAL NOTES: 1 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROX/MA TE ONL Y, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILI TY COMPANIES. FINAL RESPONS/B/LI TY FOR LOCA TING UTILITIES IN THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006. > 0 v a) V) LIMITS 0 PA G G r e e n s w r d a y 7 240 LF 5 340 LF 0 11 8100LF t MNG A VEi VENUE E 5 340 LF - - - M 180 LF ° - O � 4 14 SF 7 320 LF _ _� - _------ O c w _ _ 8 200 LF 5 520 LF 5 520 LF 4 14 SF - - - — ^`_ ti 120 F j 3 90 SF 6 200LF 188 LF - 6 200 LF _ W W —7o &L. FO _.� _�� _ _ 05 LO 18 3 0 $ — 10, -- _ --- _ , _ - -, ----- :3Q + 09 — _ W-- ___ - _ _........_ _ t..._.... ^_ (_5 6 D F L 41 LF _ — 5 340 LF 5 340 LF 0-) 4 0 50 LF 7 o �_- _ Y FA_ l___71330 LF 1 0 a 6 80 LF 2 2 4 14 SF (1,=��'�- �� z $ 180 L F ._ _. _ ... __. -•~..• � _� � 4 136 LF $ 100 LF LI ITS OF PAVING d 4 14 SF z 5 180 LF 7 410 LF 5 520 LF 5 520 LF z 5 180 LF LIMITS OF PING (� Lli N SCALE: 1 "=40' oI h ireDr C) 1 I I i {! Ch s m � Q � File Name- MinRecons-recover_lo test Drawn: N. Grewal PA VEMENT REHABILITA TION 2 09 PHASE 4 170 y SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK225 Engineer: N. Grewol Date: January 29, 2010 Checked By. MING AVENUE — GOSFORD ROAD TO EW STINE ROAD 13 OF 25 0 1 2 3 405 LF 5 405 LF 7 1000 LF R0F E SS /O O �.-__-�,� ____-.�.,..�_•__..�.�_ 179 LF 5 491 LF 5 491 MING A VEN U E _ _ _____ e DEAN LF — —_ F _ C:) --- - ----- - ti FO = = � '� REGISTERED CI VI �' Q T-- -_ / '- -� _ _ -- _ L ENGI C 46803 7 ,-. Q - — p. 6-30-11 E--.. Ex r pp c!) — - -'- --- -- - - -- __ r-' — — — — Q CITY OF BAKERSFIELD - _ __ ._._ - — C 1 V o_ w `- _ ._._._. 7g ___ — - — — �_. _ _ 507 TRUXTUN AVENUEp� Z -- , _ �-- - �.._..... -- - _ - -- -- - $� i BAKERSFIELD CA 9330 1 OF CAL _.. _ _.. - W&Lrr" W 2 % _ ..... 305 F Z REvision�s Q :: -- _ �- / — — H.w .H. 100 F V No. DA TE DESCR/P TION - - _ �- ✓ r �-- ' 5 405 LF - 800 5 405 LF 51 LF s ...._ � STR/P/ G N 2! 2y !j I � f 4 T J NOTES . 1I / LEGEND SYMBOL 3 / / 8 100 LF Q 1O CONTRACTOR SH LL REMOVE CONFLICTING PAVEMENT MARKING/STRIPING AS � � 2 �, 120 LF S INDICATED ON T E PLANS. ' W OINSTALL 1 ' LIMITS OF� WAVING , 4 14 SF WIDE STOP BAR AND CROSS WALK STRIPING. "SpringI INSTALL FULL DEPTH RECONSTRUCTION IN 3 INSTALL TYPE / ARROWS Pin On Springs West AREAS INDICATED ON THE PLANS. 6' x 50' TYPE "C" L OP THE DEPTH OF RECONSTRUCTION ON INSTALL TYPE "E" LOOP > 4 INSTALL "B/KE LANE" MARKINGS. (SEE DETAIL ON SHEET 2) Q MING AVENUE SHALL CONFORM TO T H E z 5 INSTALL DETAIL 9 INSTALL DETAIL 9 DETAILS AS SHOWN ON SHEET 2 AND ADJUST MONUMENT ID, SHEET 3 OF THE PLANS ISSUED FOR a FRAME, AND COVER ER 6A INSTALL DETAIL 38 SCALE.' � "= 4O' THIS S PROJECT. >- O6 INSTALL DETAIL 8 C.O.B. DRAWING S-2 � 7A INSTALL DETAIL 39 0 7 INSTALL DETAIL 9 A#' . ADJUST MANHOLE LijFULL DEPTH RECONSTRUCTION IN FRAME AND COVER PER 8 INSTALL DETAIL 9A 8A INSTALL DETAIL 39A AREAS INDICATED ON THE PLANS. C.O.B. DRAWING S - Wes th olm e B/ Vd THE DEPTH OF RECONSTRUCTION ON Og INSTALL DETAIL 10 GINSTALL DETAIL 40 MING AVENUE SHALL CONFORM TO THE DETAILS AS SHOWN ON SHEET 2 AND � v WATER VALVE TO BE NOTE. ) INDICATES QUANTITIES FOR ADDIITIVE ALTERNATE NO. 1 I SHEET 3 OF THE PLANS ISSUED FOR ADJUSTED BY OTHERS _ _ 535 LF M 1 N G A VENUE LIMIT OF 1PAVIN! i THIS PROJECT. (NOTE: THIS AREA IS G.v. ' --O r ------._ - - - - 5 535 LF 4 14 SF �( PART OF ADDITIVE ALTERNATE NO. I) ® GAS VALVE TO BE _ 7 586 LF 120 LF % )1 ADJUSTED BY OTHER'S i -_ _ - _ - F _ __ _ -- - I I I + r ____ - --- -- - Fc, I --_ ___ � fl 80 10' ._..._---____ -_�--- .�.�__ ._.-. __.______ 4 �-t _ 100 LF I 5 12 LF OSCALE: I "=40' U 412 LF .'' - FO 5 12 LF ,� - _ _ 1� _-'r� . -- I �____ _ �_ ___ _. _ _ _ I '" Lc)_..._.� - A SF- __. 10' _ F 1C LF wN Iz 5 5454 14 SF L rr 0• � uMlr i I F F PAVI G f 4 r I � CONS TR UCT/ON N TES � � 7 CONTRACTORS L/MI IS OF PA V/NG OPERA TION A T THE INTERSECTION OF � _ _ � P i n o n Springs Cr ' ` g"� "" e MING AVENUE AND GOSFORD ROAD SHALL BE A 5' TYPICAL AROUND THE i 123 LF >; D MANHOLE TO BE ADJUSTED BY OTHERS%�5 �,� j� (ttal, 1J B RETURNS. - 2 INSTALL FIRE HYDRANT MARKERS AS SHOWN ON CANSVIC LIMITS OF AVING 1 ' ❑� ®C NTRACTOR SHALL REMOVE AND REPLACE EXISTING CURB &GUTTER PER �J 4 14 SF I j 5 12 LF ~ r I I 7 12 LF �..'` FJ �- -a••-~ 28 L F ❑3 ALL EX/STING MONUMENT LIDS, MANHOLES, CLEANOUTS, V LVE BOXES AND CONCRETE' PADS' ER CITY STANDARD ST -1. ENGINEER SHALL VERIFY LIMITS IN FIELD. I I 5 12 LF �� I EFFECTED BY FULL DEPTH RECONSTRUCTION SHALL BE LOWERED TO THE NEW FINISH GRADE. 0 CONTRACTOR SHALL CONSTRUCT CURB &GUTTER A T THE G. E. T BUS STOPS Ij ���-�"� � � � � _ � WITH REINFORCED CONCRETE. REINFORCED CONCRETE SHALL HAVE 8 -INCH � � i 7 �r "� � � a � � ce � -� � � �' �� � � \ ®CONSTRUCT ACCESS RAMPS PER DETAIL ON SHEET 4, THICKNESS WITH 3 14 REBARS (ONE REBAR FOR THE CURB AREA AND TWO I 1��� - ❑5 TYPE E LOOPS SHALL BE PLACED 285 BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS REBARS FOR THE GUTTER PAN). PLEASE SEE SHEET 3 FOR REBAR DETAILS. AND LEAD-INS WITHIN 8' OF THE CURB FLOWLINE SHALL BE A MINIMUM OF 1.5" BELOW THE 10 CONTRACTOR SHALL CONSTRUCT CROSS GUTTER PER CITY STANDARD ST -7. SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. a TYPE C LOOPS SHALL BE PLACED 6' FROM CROSSWALK AS INDICATED ON THE PLANS TYPE E CONTRACTOR SHALL CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & I LOOPS SHALL HAVE THE HOMERUNS SAWCUT TO THE EXISTING PULLBOX AS SHOWN ON THE PLANS. GUTTER PER CAL TRANS STANDARD PLAN A88B, TYPE CM. ©CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL 11 CONSTRUCT PAVEMENT PROFILE GRADE TRANSITION AT MEDIAN CURB PER o AND DETOUR PLANS SUBMITTED BY THE CONTRACTOR FOR REVIEW AND ACCEPTANCE BY THECw OF DETAIL. -C -ON SHEET J. ENGINEER SHALL FIELD VERIFY THE LIMITS OF 100' r BAKERSFIELD TRAFFIC ENGINEERING DIVISION. CONTRACTOR SHAL CONFORM WITH THECUA MMD. RAICISIT%ON PBLQ�RDDWAf Y EXCAVATION. V)( [ S t d' ma- ,. Ioo+ (') � � � 'r t"1 6, q c 0 1 5 1032 LF Sau iir. &�Aj 6 06A &-, . c . ' GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILI TY COMPANIES. FINAL RESPONSIBILI TY FOR LOCA TING UTILITIES IN THE FIELD IS THE CONTRACTOR'S 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006. C}Ct lA ��" � C t <-- T dck _..._ - - _ 5 1032 LF 10 e _� I/ LF r 5 LF � --r _ 7 32 LF i 17 LF v �—��-�.�.� ____„---� _ _ y. � '- "�"`� ,.,'� LIMITS OF PAVING CD _.. _�-- ...__. F--.� 4 '_,.— — e'. X08 LF ATSCA E. I =4 1 SF i i „ c FO - 4�- 0 A ADDITVE ALT N0.1 t � rn ._.._ - ---- .------ ____ •�.._...._...._.. w �—_-----. W 8A 8 LF « SA 13 LF O FO---_ _ -- _ �.. w _ s j 1- ¢_ - - - - _ 3 SF 10 _n -- - --- `�- - -m_o `- 4 C - 1 - - o w — '1 - - J -- J — 10506 5A LF U ° — 3430 sF rz - 7 1 tL 0 5 264 LF! ! - - - ®_ cv 5 264 LF 7 164 LF 8 100 LF — — — — _ Lu I I LIMITS OF AV] 2S © -- o 4 14 SF 5 684 LF 204 LF z cy rtleigDr 5 684 LF MING ,q VENUE _ Li 0 o Y CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENTFile Name. Min Recons-recover_latest Drawn: Job No.: TOK225 Engineer: N. GREWAL GREWAL Date: January 29, 2010 IC.hecked By - 1 a8 PAVEMENT REHAB/CITATION 2C 09 PHASE 4 SHEET NO. MING AVE - GOSFORD RD TO NE STINE RD 14 OF 25 0 1 2 3 STREET AND f OF CONSTRUCTION FL VARIES VARIES WESTBOUND EAST BOUND PHASE 2 PHASE 1 VARIES 18' PHASE 3 PHASE 4 LOCATIONS VARIES 18' VARIES SEE PLAN 12 Min. CHANNEL12YNO DENCf SEE STREET PLANS FOR PA NNG LIMITS MING A VENUE CONSTRUCTION PRA SEE PLANS FOR L QCA TIONS PHASE No. I F STREET AND f OF CONSTRUCTION f SING NOT TO SCALE VARIES VARIES EST BOUND EAST BOUND PHASE 2 PHASE 1 VARIES 18' ID PHASE 3 PHASE 4 LOCATIONS VARES SEE PLAN 12' Min. 18' VARIES �CHANNEL12YNI DEII SEE STREET PLANS _J FOR PAVING LIMITS MING A VENUE CONSTRUCTION PHASING SEE PLANS FOR LOCATIONS PHASE No.2 NOT TO SCALE STREET AND f OF CONSTRUCTION VARIES VARIES WESTBOUND EAST BOUND PHASE 6 PHASE 5 VARIES 18' D PHASE 7 PHASE 8 LOCA TIONS VARIES 18' VARIES SEE PLAN 12r Min. SEE STREET PLANS _J FOR PA NNG LIMITS MING AVENUE CONSTRUCTION PHASING SEE PLANS FOR LOCATIONS PHASE No. 5 NOT TO SCALE f STREET AND f OF CONSTRUC1ON Fl VARIES VARIES WESTBOUND EAST BOUND PHA E 6 PHASE 5 VARIES 18' 2'-14' WIDTH & PHASE 7 PHASE 8 LOCATIONS VARIES 12' Min.---' 18' VARIES SEE PLAN CHANNEL12ING DEVICE sit. MING AVENUE SEE PLANS FOR LOCATIONS PHASE No SEE STREET PLANS FOR PAVING LIMITS CONSTRUCTIO N PHASING NOT TO SCALE o. WI STREET AND f OF CONSTRUCTION f STREET AND f OF CONSTRUC110N VARIES VARIES F VARIES VARIES WESTBOUND EAST BOUND WEST BOUND EAST BOUND PHASE -3 PHASE 4 PHASE 7 PHASE 8 18VARIES 18' VARIES 2 -14 WIDTH & 2 -14 WIDTH & LOCATIONS VARIES PHASE 6 PHASE 5 � LOCATIONS VARIES PHASE 2 PHASE 1 12 Min. SEE PLAN VARIES 18' __md 12 Min. CHANNEUI/NG SEE PLAN VARIES 18' CHANNEL/Z/NG �OfNCE �DEVWCE -Ago k" SEE STREET PLANS _J FOR PAVING LIMITS MING A VENUE CONSTRUCTION PHASING SEE PLANS FC R LOCA TIONS NOT TO SCALE PHASE No. 3 f STREET AND f OF CONSTRUCTION VARIES VARIES EST BOUND EAST BOUND PHASE 3 PHASE 4 18' VARIES WIDTH VAR ES PHASE 2 PHASE 1 12 MIn LOCATIONSSEE PLAN VARIES 18' CHMNELMING I h SEE STREET PLANS FOR PAVING LIMITS SEE STREET PLANS FOR PAVING LIMITS MING A VENUE CONSTRUCTION P SEE PLANS FOR L OCA TIONS PHASE No. 7 SrREEr AND f OF CONSTRUCHON F VARIES WEST BOUND PHASE 7 PHASE 8 18' VARIES F HASING NOT TO SCALE VARIES EAST BOUND ID LOCATIONS VARES PHASE6 12 Min. SEE PLAN VARIES CHANNELIZING DENCE� , SEE STREET PLANS FOR PANNG LIMITS PHASE 5 18' vi 12' MINIMUM TRA VEL LANE EXISTING No. 1 L, QRpFESS/pN O OEAN R � Z REGIS TERED Cl VIL NG EER C 46803 * Exp. 6-30-11 Cl TY OF BA KER SFI EL D SPI1501 A T BAKERSFIELD,NCAVENUE 93,301 F OF CN - FOURTH 0.20' LIFT -14.5 THIRD 0.20 LIFT - 15.25 SECOND 0.20 LIFT - 16 FIRST 0.20 LIFT - 16.75 PHASE No. 1, 3, 5 & 7 STAGGERED PAVEMENT STAGING NOT TO SCALE 12' MINIMUM TRA VEL LANE FOURTH 0.20 LIFT - W10TH VARIES THIRD 0.20 L/FT - W/OTH VARIES SECOND 0. 20' LIFT - IMOTH VARIES FIRST 0.20 LIFT - 4t70TH VAR/ES PHA E No. 2, 4, 6 & 8 S TA GERED PA VEMENT S TA GING NOT TO SCALE FINAL PA VEMENT STAGE NOT TO SCALE MING A VENUE CONSTRUCTION PHASING MING AVENUE CONS TRUCTIOl11'' PHASING SEE PLANS FOP LOCA TIONS NOT TO SCALE SEE PLANS FOR LOCA TIONS NOT TO SCALE PHASE No,.4 PHASE No. S File Nome. MingRecons—recover. Drown: N. GREWAL PA VEMENT REHABILITA T/ON D09 PHASE 4 SHEE T NO. CITYC?F BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK225 Engineer: N.GREWAL Dote. JAN 29, 2010 Checked 8y.' MING AVENUE FROM C�OS'FORD ROAD TO NEWS III NE ROAD—PHASING DETAILS 15 OF 25 I CALL { , , IISAIDDA QRoVESS/o1v DEAN R F &c REGISTERED CI VlL ENG EERW � C 46803 � t � �"'� HOUSING COMPLEX *. Exp. 6-30-11 _ E _ -' E N __ --- - �� A `- =-_ _ _ - "�^-- CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 9TF O t V��'\���� BAKERSFIELD, CA 93301 F CAS MING r -_- rHOUSINGX COMPLE - o ry LL- 01, C� — — —� DRI VE ,,h 1 EL P R T CHURCH P OPER T YCD _ \ \�~ Co i 1 AVENUE Q MING AVENUE � — — — — � — — CD Co1MING � � � W — kj- CD 11 Co <C_____ 36_ _- -33- �_.... U <C ' _ _ _ _ __ _ .32------- �� 34 - _ _ _ _ 1-� - — e_ __ _ _ __ _ ��_ _ — _ _ _ _.._.__..— Lu _ --- U -- - -- -- __ --HOUSING -- -- — < COMPLEX `` 1 HOUSING COMPLEX � � 1 1 I4 /> HOUSING COMPLEXNuE --= - ----= WMA/WN/ �S REET MING _...— z APARTMENT C- - 1 MING A VENUE CD__ __ -- --d.- ------ — — — — _ _ _ ----__---_--- -` ` - -- _ C/)- -- n _ _-..42-- -- - I 1 _ _ _ _ _ _ _ _ _ _ — ... _ ..._....__ ..._. — — ._._.._._....._. _......_. _._._ — — _ _ _ _ - -_ _ _ E Q TENNIS CL UH COMPLEX cA T C � ! o MA NNI TREE T PHASING LEGEND 1 PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 9 CONSTRUCTION(NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 2 CONSTRUCTION PHASE 4 CO STRUCTION I ] AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. CD 1 CD + m BAT " 1 � Q S %RAE % HOUSING MLEX' i TRAFFIC CONTROL PHASI G NOTES: PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR SHALL COMPLY WITH THE CONTRACTORS MAINTAINING TRAFFIC. ALL TRAFFIC STRIPING& PAVEMENT MARKINGS SHOWN ON THE TO MEET CONTRACTORS,TRAFFIC CONTROL & DETOUR PLANS AND Q Q C/) W =.. �- - _ O _ �2 ❑3 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT A CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL 0 LL TIMES UNLESS OTHERWISE ALLOWED BY THE ENG/NEER. £RA TIONS PRIOR TO ANY PHASE OPERATIONS U - :•..:.....:::: — — — — — — — — `" — — Q ® CO NTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CU RE SLOW TRAFFIC NT WUTCD" TO TO 15 MPH THROUGH INTERSECTIONS, — — — -- — = = == =- - — — — _ -�` ---�.��.��:�:�::::::::............�.�.�.�.:.�.�.�.�.... �— - _ J _ 6iri 1; ---.�. _......_._ ry-_ — — — — SSS 7 W WHICH REOU/RE ROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. -- -- — — _ CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH ALL TIMES EXCEPT WHEN CONSTRUCT/ON ACTIVITIES ARE PRESENT. ACCESS WORK DAY. z © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANT FOR APPROVAL PRIOR TO BEGINNING WORK. z, -- - a CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE T ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEERL2J. BI - CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. TREE RUSTY'S P PIZZA CHEVRON Ol�l PHASING PLAN—PHASE 1 CITYOF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: MingRecons_recover Drown: N. GREWAL PAVEMENT REHABIL ITA TION PHASE 4 SHEET NO. Job No.: TOK225 Engineer: N. GREWAL MING AVENUE FROM GOSFORD ROAD TO A HE ROAD-PHASING PLAN 16 OF 25 Dote: FEB f, 2010 Checked By.' V,., QRpFESS/ON i 1 I � CALLS ISA DDA DF-ANRye` FSG REGIS TERED Cl VlL . EN (NEER C 46803 t Exp. 6-30-11 HOUSING CO�PLE '} U E-•����_ _� - - - - - - - - = EN -=--- �_�.- - - -=- -= --_ CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE 9TF ����� BAKERSFIELD, CA 93301 OF CA��F MING SQA W_ O -- r 12 o - _ _-- CO�PLEXHOUSING -_ 0 Q�j U)i CD C:� EL P 0 TA DRI VE— — ,� N CH OR CH PR OPER T Y MING A FENCE MING AVENUE , , � � ► � Z CD�`- y — th CD - -- -.__-- - - - N-------- — — — — — — 5 Q ' — — — — — — — -- — Q — — — — — 34 - — — _ _ _ _ -- $ 39 ____. _ _.._ — _._ _ _ � F- 36 - ~ - -37-" - U? - 75 1 U) _ _ �� _ _ �._..--------__ __-3o--_ _ _ ___ __ �_ _._._.-._...�_3�_ � _ - __ __ � _ F _ ___ _ -- _ W Z W + — — U HOUSING COMPLEX HOUSING COMPLEX 1 I � . I + Flo MA l� N1 S REE T HOUSINGE.�- COMPLEX vE M u _ -- -� - - - MIN 2 A co A PAH TMEN T C OMPA EXMING - - AVENUE -51111 — — — — -_ _��_ __----48 _ _ _ _ _ _ — _ _ __ E- 4t -- -- _ _ _ ...._ .�.._......._ ....�......,.. -- � - _ _ -45r - _._. _...._.._ _._ — _ 4-~ -- ._._.. _ --- k _ - n - _ -� - --2- cn--- w TENIVIS CL CH COMPLEX Q1 [ I A PA H THEIN T C O�PL EX I � MANN TREE T I PHASING LE G LEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 9 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION 1 BA IN I t i TQ STREET HOUSING � 1 .. AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. o TRAFFIC CONTROL PHASING N O� �---- ��� _ --' - - _ - 0 a ALL TRAFFIC STRIP/NG & PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EX/S TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WITH T ING AND SHALL BE MODIFIED BY THE CONTRACTOR E CONTRACTORS MAINTAINING TRAFFIC. -------------- _ui - — - -- - - = - - - - - - - < __ ______ _ -- - - - - - - _ Q Q CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. W - _ j 03 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS. ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD " TO SLOW RAFFIC TO 15 MPH THROUGH INTERSECTIONS z WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CON TRUCTION PHASING LANES Q �� _ i I CHEVRON 05 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN THROUGH THIS AREA SHALL AL SO BE OPEN A T THE ENO OF EACH WORK DA Y. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR CONTRACTOR CONSTRUCTION ACTIVITIES ARE PRESENT, ACCESS 0 BEGINNING WORK. F7-1 SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME THO WICONTRACTOR T THE PERMISSION OF THE ENGINEER. R l N STREET RUSTY'SP'ZZA � O� SHALL FINISH PHASES 1-4 B£FOR£ BEGINNING PHASES5-8 1 ! PHASING PLAN-PHASE 2 .. CITY CF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: MingRecons_recover. Drown: N.GREWAL PAVEMENT REHABILITATION 2009 PHASE 4 SHEET NO. ✓ob No.: TOK225 Engineer: N. GREWAL MING AVENUE FROM GOSFORD ROAD TO ASS iE ROAD—PHASING PLAN 17 OF 25 Dote. FEB 1, 2010 Checked By. 0,pFESS/o1v cSX/DACALL o DEAN `4, �O REGISTERED Cl VIL NEER C 46803 1 j * Exp. 6-30-11 COMPLE CITY OF BAKERSFIELD �P Civ�L – 1501 TRUXTUN AVENUE R� BAKERSFIELD, OF Fo – SENu E ....-- _ _ _ --..w..- MIN _ - CA 93301 CA1-� - ---------� — — ..._._ _ _. _ — _.. — _ _ _ _ — _ _.. _ — _ 2o — _ SCALE: 1"-60, l ui .� .•„..... � � u".... �� i ."---'.."" COMPLEX ,+...>..—.-. b..d""`e �4 1._ ".." "^+.. „vim � 0 �.� 0 HOUSING r."` SWMM , i '^__„r^'"�.r ^""" '\ +•`'«",•_'''`r, �. ,\`~\. \1 �� \ �j /��//)( i E VE C:) C:> 00 EL POR Rl CHURCH PROPERTY = .. - N Q , ► [�' MING A ISM UE o \� � --- W MING A VENUE - - - -'-�_ --- _ _ o �`` -\ C �' 2 Z i � � GV__ 1 � ►��. — _ — — - 3 4 � _r_ _- _ � -��w_ ___ _-— 4- - 4- 36 33- -_ � ___�__-t Cn �•\�`\.'`'V`Y °. `\� Q W � __ -__- _ _ _ � _____ -- __ - - HOUSING COMPLEX HOUSING COMPLEX d CD HOUSING COMPLEX N uE ' W MSI �/�// S REE T A MING E �--: A PAR TMEN T COMPLEX — r--" ;--=� Q MING AVENUE -- i - _ _ - - .� - , -'` _ _ __ -54- 52 53— _ �-. _- -45- __--_ � � - - �- - _ _- - - - _ __ ,4. —�— -� _ _ __ — - =_ __- U) TENNIS, CLUB COMPLEX A PAH TMEN T COMPLEX I MANNIIVI TREE T PHASING LEGEND U F— PHASE 3 PHASE I CONSTRUCTION ��m PHASE 9 CONSTRUCTION CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ��m ON A SATURDAY AND SUNDAY.) PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION BSI ll� t !} T STREETCOMPLEX1Q U SIHHOU_ AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. o TRAFFIC CONTROL PHASING NOTES: CD CD O __- --- QALL TRAFFIC STRIPING& PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE TO MEET CONTRACTORS,TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WI T EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR THE CONTRACTOR S MAINTAINING TRAFF/C. + LO W � -]CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OT ERWSE ALLOWED BY THE ENGINEER. _ 62 _- - r - �' 1 _ __ W 3❑ CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TONS ' PRIOR TO ANY PHASE OPERATIONS W Z _ — _ __ _ Q _ — — — - =--- (D 4 CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW F4_1 TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, — - - , WHICH REOU/RE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES Q ❑5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT Ims THROUGH THIS AREA SHALL AL SO BE OPEN A T THE END OF EACH WORK DA Y. CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS ' © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGiNN/NG WORK. �y CHEVRON � ❑7 CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME TROUT THE PERMISSION OF THE ENGINEER. F) n J/ A � A C, T(n I T n 1 1 T Y � t� 1/ ZA CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-a PHASING PLAN—PHASE 3 D C/7Y /� F BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: MingRecons_recover, Drown: N. cREw,aL PAVEMENT REHABILITATION 009 PHASE 4 SHEET N0. Job NO: TOK225 Engineer: N. GREWAL MING AVENUE FROM GOSFORD ROAD TO AS E ROAD—PHASING PLAN 18 OF 25 Dote: FEB 1, 2010 Checked By. Ali "1 Sq! ,ti HOUSING COMPLEX INI *1 SCAL �� ..«•^' i �^ ...ate-•-'^ ......--�-�._�.-�.M^ ._,,..,,,.�,,,,,.�._.,e_. — — �""'^.�„..—_.. .e.,....�... 1 '�... ^�.'.` "'....... ate.......... �«,... —_ -^— „�.,,,,.�.. �.,-..�-'.' �,. .�. ---_._ '"'�-�"`^�" •-_.._...,,. "�� _` .,..,,,, �` - --_--- HOUSING C EL POR TA DRIVE I 4I 1 MING A VENUE 0 N -- - - - - - - -- -- -- LLJ HOUSING COMPLLA Io�T COMPL /E�_ y f 1 f r i f �/� V��/ 0 uj HOUSING COMPLEX �I I III F-- CJ� U _ 7*15 CITY APARTMENT COMPLEX S TREE T HOUSING 5 S TRE -E T EUS TY S P CHEVRON �I BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome. MingRecoa Job No.: TOK225 Dote: FEB 1, 2010 �O QROFESS/pN DEAN q� REGISTERED Cl V/L`� /NEER Q C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD P 1501 TRUX TUN AVENUE 9T CIV /\- BAKERSFIELD, CA 93301 F OF Cq- 1 "= 60' C4 / EET HOUSING COMPLEX vENUE J u _. REE T over, I Drown: N.GREWAL Engineer: N. GREWAL Checked Bir. V /L/V/V LLUB (.,'0MP1 . FY PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION EACH RESPECVE PHASE OFO THECLOSED PROJECTTURING AS SHOWN ON THE PLANS. PKOPHASE 9 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) Tl4AFF/C CONTROL PHASING NOTE MALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS AWEXISTING AND SHALL BE MODIFIEDY TH TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPL Y WI TH THE CONTRACTOR'S MAINTAINING TRAFFICCON RAFFCCONTRACTOR 21 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL T/MESN U LESS 0 HERWISE ALLOWED BY THE ENGINEER. R3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR T ANY PHASE OPERATION S• ®CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SOW TRAFFIC TO 15 MPH THROUGH INTERSECT/ N WHICH R£OUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WIT CONSTRUCTION PHASING LANES O S' R5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT 1PHEN CONSTRUCTION ACT114Tl THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. ES ARE PRESENT, ACCESS © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL FR OR TO BEGINNING WORK, R7 CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GI CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8.V £N TIME W>THOUT THE PERMISSION OF THE ENGINEER, PAVEMENT REHABIL ITA77ON MING AVENUE FROM GoSFORD ROAD TO A PHASING PLAN -PHASE 4 9 PHASE 4 ROAD -PHASING PLAN .J' ay SHEET NO. 19 OF 25 e I-IOUSING COMPLEX . 68 -— 70 - - -- -_ 73 SHOPPING I C01t- X CHE H R RD WA Y HOUSING Co SCALE: 1"=60' DRIVE APARTMENT COMPL['-7A'l HOUSING COMPLEX 00 -- - 8 - - II iii 'i WES 7iH O E I I O PHASE O PHASE 7 CONSTRUCTION 2E CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLES OTHERWISE ALLOWED BY THE ENGINEER. O 6 CONSTRUCTION Q - - f- - - U3 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXC PT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS • Lu TO BE CLOSED DURING EACH I 102 15 11 COL R TIL I v BUSINESS COI� . MING A VENUE _ _ --- ._.... __._ _._. _ �;4 , -1 .. � _ � � 0 — _ _ _ _ _ �: 108 —j ==1Q Jl M o A PAR TMEN T COMPLEX CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome. MingRecoo Job No.: TOK225 Dote. FEB 1, 2010 5 a Il REGIS TERED Cl PINOI� �15rI�%V�/� G�' WEST ClR A PAR TMEN T: C OMPL EX 00 ESS/ON pEAN EER C 46803 y� Exp.6-30-11 OF CA1-�F . . ........ 8L V9 APARTMENT COMPLEX :over. lDrown: N.GREWAL Engineer: N. G EWAL Checked By PHASING LEGEND TRAFFIC CONTROL PHASING N"TES - PHASE 10 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) F PHASE 5 CONSTRUCTION PHASE 7 CONSTRUCTION 2E CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLES OTHERWISE ALLOWED BY THE ENGINEER. PHASE 6 CONSTRUCTION PHASE 8 CONSTRUCTION ;10 CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD " SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOU/RE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN TH CONSTRUCTION PHASING LANES 50 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXC PT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS • AREAS TO BE CLOSED DURING EACH RESPECTIVE CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. PHASE OF THE PROJECT AS SHOWN ON THE PLANS. TRAFFIC CONTROL PHASING N"TES - PHASE 10 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) F ALL TRAFFIC STRIP/NG & PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. 2E CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLES OTHERWISE ALLOWED BY THE ENGINEER. 0 CONTACT CITY OF BAKERSF/ELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PR/0R TO ANY PHASE OPERATIONS. ® ;10 CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD " SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOU/RE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN TH CONSTRUCTION PHASING LANES 50 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXC PT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY, © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVALPRIOR TO BEGINNING WORK. R7 CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. CONTRACTOR SHALL F/N/SH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. ® CONTRACTOR SHALL AL TERNATE THE CLOSURE OF P/NON SPRINGS CIRCLE AND /NON SPRINGS WEST CIRCLE. PAVEMENT REHABILITATION MING AVENUE FROM ASHE ROAD TO PHASING PLAN- PHASE 5 PHASE 4 s77nE Aoao :N70 SHEE T NO. 20 OF 25 a O CD - CD I HOUSING COMPLEX _ 6s i — -- �` - z' j ZIP GRE � 61 70 b=6 — HH oPP/ 00 CoMp L yX CHE H R RD WA y .... ........ - _.__. _.... — _ _ — — _._._ ._ _ ._. _ — -... __._ — —$9 70 l-ILC%51iVG COMPLEX A PAR TMEN T C OMPL L A irl4ilj� M �74J&W_4, MAIIIIIINOWWA FL4 ffly 4 COUP a, E/ :0.1 9 0 a-; ;� - - - - -=--_- PINION 'TWEN T C OMPL EX BUSINESS COI�, DRI VE APARTMENT COMPLEX H U W ry 0 Iw Inv SCALE: 1 "= 60' Ni PIIS 0 1 S r'--- QRpFESS/oN9 AERN R C F REGISTERED Cl VlL ENVINEER. LC 46803 n * Exp. 6-30-11 CITY OF BAKERSFIELD C�V�� 1501 TRUXTUN AVENUE qT BAKERSFIELD, CA 93301 GS WES T CIR APARTMENT COMPLEX I ! — — ICD o __..r.......:....._. _.__: �;co BL VD I APA R TWEN T COMPLEX PHASING LEGEND PHASE 5 CONSTRUCTION PHASE 6 CONSTRUCTION AREAS TO BE CLOSED DURING EACH PHASE OF THE PROJECT AS SHOWN PHASE 7 CONSTRUCTION PHASE 8 CONSTRUCTION RESPECTIVE ON THE PLANS. PHASE 10 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) TRAFFIC CONTROL PHASING NOTL=S QALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS RE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPL WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. Ffl CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLES OTHERWISE ALLOWED BY THE ENGINEER. Q3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS ® -- USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, Q WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN TH CONSTRUCTION PHASING LANES. R5 CONTRACTOR SHALL COUP a, E/ :0.1 9 0 a-; ;� - - - - -=--_- PINION 'TWEN T C OMPL EX BUSINESS COI�, DRI VE APARTMENT COMPLEX H U W ry 0 Iw Inv SCALE: 1 "= 60' Ni PIIS 0 1 S r'--- QRpFESS/oN9 AERN R C F REGISTERED Cl VlL ENVINEER. LC 46803 n * Exp. 6-30-11 CITY OF BAKERSFIELD C�V�� 1501 TRUXTUN AVENUE qT BAKERSFIELD, CA 93301 GS WES T CIR APARTMENT COMPLEX I ! — — ICD o __..r.......:....._. _.__: �;co BL VD I APA R TWEN T COMPLEX PHASING LEGEND PHASE 5 CONSTRUCTION PHASE 6 CONSTRUCTION AREAS TO BE CLOSED DURING EACH PHASE OF THE PROJECT AS SHOWN PHASE 7 CONSTRUCTION PHASE 8 CONSTRUCTION RESPECTIVE ON THE PLANS. PHASE 10 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) TRAFFIC CONTROL PHASING NOTL=S QALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS RE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPL WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. Ffl CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLES OTHERWISE ALLOWED BY THE ENGINEER. Q3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN TH CONSTRUCTION PHASING LANES. R5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES £XC T WHEN CONSTRUCTION ACTIVITIES ARE PRESENT, ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY, © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK, R7 CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN T/ AE WITHOUT THE PERMISSION OF THE ENGINEER. CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. PHASING PLAN -PHASE 6 File Nome: MingRecons-recover, I Drown: N.GREWAL PAVEMEAM REHABILITATION 2009 PHASE 4 SHEET NO. CITY (PF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK225 Engineer: N. GREWAL Dote: FEB 1, 2010 Checked By. MING AVENUE FROM ASHE ROAD TO NEW S 17,7NE ROAD—PHASING,. PLAN 21 OF 25 /I//� HOUSING COMPLEX 2 q g L. 'w 68 — — 69 Lu Zia ,5H OPP/A/ C C OMPL EX 1 CD coln:t 1s- - - — w _ - _.._..._ z_ -- U`- -- — — — 21 A P,4 R TIVE-1\1 T CO/VP/ Q - - Cf7 Pf 4 102 w .? z _ H ---- COUR PI N ON ~�- J 73 i CHE HIR QRpFESS1pNq ,DEAN REGIS TERED Cl VILs.- GINEER C 46803 70 Exp. 6-30-11 CITY OF BAKERSFIELDq civic- 1509 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF HOUSING COMPLEX � RD t �1/� Y CDCD SCALE: 1 "=60' _ _ _� — opo ui _ DRIVE A PSI P TMEN T COMPLEX PI N O ,1SPAIV\IC7.� IAIF.:� T CI P I i; i I• WES 7�H0q'E l I HOUSING COMPLEX P4' MING A VENUE 4 _11 iWE•VT C OMPL EX BUSINESS COAk C_ _ .-... __...-._. _.__ ...._ __._ � ____ ._._. �...... — ____ __._ — _.._ — __ _ _ _ '�.........__... _ ....... `t 05- _ _ ...........� 1 6 -- --- — _..._. .1� 108 :__........._ �.-- 1 ._._....-. =-109,1. __ _ _ _ _ _ _ ..._... — ___..___.. _ -- -__ — — — -- — ..i ..:— _ _ _ ._..- -- .r _' - _ ___-__ _ ----- �,�� ► ---- - --- -- ----------- - - - - -ED----------- T-0 APARTMENTCOMPLEX CITY 4)F BAKERSFIELD,, CALIFORNIA I PUBLIC woFncs DEFaRTMEAr f� a U 10 o Z File Nome: MingRecot Job No.: TOK225 Dote: FEB 1, 2010 5 L APARTMENT COMPLEX ING AVENUE I 1 5* CD ---------- -___J_... _ _ - - CD — -i....-.. -- _, __ - _..98 .." Z3� _ _ _ _ _ _ y _ _ _ _ _ _ _ t r: § BLVD I _ ;over. I Drown: N. GREWAL Engineer: N. GREWAL Checked By k�- A PAR TMEN T COMPLEX PHASING LEGEND PHASE 10 CONSTRUCTION PHASE 5 CONSTRUCTION PHASE 7 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 6 CONSTRUCTION PHASE 8 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE :: PHASE OF THE PROJECT AS SHOWN ON THE PLANS. TRAFFIC CONTROL PHASING NOTES j�aALL TO MEET CONTRACTOR'S TRA FICENT CONTROLI & DETOUR ON AND SHALL COMPLY WITHX/THE CONTRACTOR'STING AND SHALL BMAINOTAINIINGED OTRAFFCCONTRACTOR �l ❑2 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OWISE ALLOWED BY THE ENGINEER. R3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS q CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT IMUTCD" TO scow TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH TRUCTION PHASING LANES R5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT MIEN CONSTRUCTION ACTIVITIES ARE PRESENT, ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY, ® CONTRACTOR SHALL SUBMI T TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRI R TO BEGINNING WORK. 7 CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WI THOUT THE PERMISSION OF THE ENGINEER. CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. s THIS IS THE ONLY ACCESS CONTRACTOR SHALL NOTIFY THE PROPERTY OWNER OF CLOSURE PERIOD AND CONTRACTOR SHALL MAINTAIN EMERGENCY ACCESS AT ALL TIMES PAVEMENT REHABILITATION MING AVENUE FROM ASHE ROAD TO NEW 45 PHASING PLAN -PHASE 7 9PHASE 4 ROAD—PHASING PLAN r .)-17b7 SHEE T NO. 22 OF 25 ?of ESS /pN 4� DEAN � R F HCC SIN wQ �' aw E rrTl RG/S TERED Cl VIL INFER C 46803 Exp. 6-30-11 � G M C010/�)L EX C/TY Lu _ - = `-- / V �' % OF BAKERSFIELD- 9TC/Vl�_ �/ _--=- --E��EHo os��G C OMPL 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 OF CA��F _- "=60' ui z- _ - _ _ - - -- - GRE R %' SCALE: 1 1 o o w + 00 _ _ SHOPPING COMP LEX a 13 CHE H R DRi VE CI TMEN + T C OMPL EX � 1 PIN0 S lel S WEST ClR WES t/0 'El L VD HOUSING COMPLEX A PAR TWEN T C OMPL EX _ = ==of 1 co W I 1 o CD _ --- J ------------ . .......... Q _ - _- - .-._ _-- _ ---- _ _ -- — _ — - - ......__ _ _....... _ _ — _ _.... - _- -_ cn APIIR TIVEIV- - � _ — 5 _ _ — — — — _._ .._...._...._...—., ...— _.� � ..' � �..... _ui _ _............... - -__ T COIVPI - APARTMENT COMPLEX PINION, l S CI R WES TH L BL VD � ► C, I A0AQTI�1�l�lT nnA X i �V 1 BUSINESS COMPLEX _ _ MING A VENUE PHASING LEGEND O + O _� _ — — e — — - a — —` _ _ — � — ---�- PHASE 5 CONSTRUCTION PHASE 7 CONST PHASE 10 CONSTRUCTION IJCTION (NOTE: SHALL BE CONSTRUCTED Q — — — — W ON A SATURDAY AND SUNDAY.) �PHASE 6 CONSTRUCTION PHASE 8 CONS UCTION LLJ ..............:::..... _ 107— _ _168- t Q9.�' �. CL LL ' • AREAS TO BE CLOSED DURING EACH RESPECTIVE O PHASE OF THE PROJECT AS SHOWN ON THE PLANS. �— 75 1 --s<. ► -- —.----— -----— W C 0 oR T APARTMENT C TRAFFIC CONTROL PHASING NOTES: L l H DRI VE FIALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS A TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY £ EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR WITH THE CONTRACTORS MAINTAINING TRAFFIC. 21 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER, 3Q CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WTH CONSTRUCTION PHASING LANES F5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPTWHEN CONSTRUCTION ACTIVITIES ARE PRESENT, ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN A T THE END OF EACH WORK DA Y. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN,TIME CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. WITHOUT THE PERMISSION OF THE ENGINEER. PHASING PLAN -PHASE 8 CITYOF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: MingRecons_recover. Orown: N.GREWAL PAVEMENT REHABILITATION Job No.: TOK225 Engineer: N GREWAL 009 PHASE 4 SHEET NO. Dote: FEB 1, 2010 Checked By.- 4►--' MING AVENUE FROM ASHE ROAD TO NEWS NE ROAD -PHASING PLAN 23 OF 25 i 6 6 a I I a I SCALE: 1 "=20 r 1 X zsr 7 ����rT�rC - _N U N C -A -VIE E- J ClN QEF BAKERSFIELD, CALIFORNIA I PUBLIC WORKS DEPARTMENT i 6814r --------------- � QRpFESS/ON F� pEAN q� •p�O Ry41� ��� co REGISTERED GINEERC 46803 * Exp.6-30-11 CITY OF BAKERSFIELD q CIVIL 1501 TRUX TUN AVENUE T BAKERSFIELD, CA 93309 I PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTR CTION PHASE 9 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. TRAFFIC CONTROL PHASING NOTES: [I]ALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS A E EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY PITH THE CONTRACTOR'S MAINTAINING TRAFFIC. 20 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWSE ALLOWED BY THE ENGINEER. [3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. Q5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA A T ALL TIMES EXCEP WHEN CONSTRUCTION ACTIVITIES ARE PRESENT. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVALWAR TO BEGINNING WORK. RCONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIM WITHOUT THE PERMISSION OF THE ENGINEER. CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5-8. PHASING PLAN -PHASE 9 File Nome: MingRecons_recover. I Drown: N GREWAL PA VEMENT REHABILITA TION 2009 PHASE 4 SHEET No. Job No.: TOK225 Engineer: N. GREWAL Dote. FEB 1, 2010 Checked By. LTz- MING AVENUE AT ASHE ROAD INTERSECTION 24 OF 25 0 " f - ---109-- - J I } �I � LIMITS OF PAVING ADDITIVE ALTERNATE NO.1 i LY MlN G -A- VE -N UE CITY OF BAKERSFIELDCA L IFORNIA PUBLIC WORKS DEPARTMENT File Nome: MingRecons-r over IDrown: N.GRE WAL Job No.: TOK225 Engineer: N. GREWAL Dote: FEB 1, 2010 Checked By. t) -- QRpFESS/ON DF -AN r W R GIS TERED Cl E GINEER C 46803 ,k Exp. 6-30-11 CITY OF BAKERSFIELDs�qT ciV�� 1509 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F �F CA\- 0 SCALE: 1"--20j' PHASING LEND PHASE 10 CONSTRUCTION PHASE 5 CO-N4-lrI--jl ION PHASE 7 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 6 CONSTRUCTION k\&N PHASE 8 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE 'OF THE PROJECT AS SHOWN ON THE PLANS. TRAFFIC CONTROL PHASING NOTES aALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHAL COMPLY WAIN THE CONTRACTOR'S MAINTAINING TRAFFIC. [2 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALLTIM S UNLESS OTHERWISE ALLOWED BY THE ENGINEER. Q3 CONTACT C/TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TI INS PRIOR TO ANY PHASE OPERA TIONS ®CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT I TCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOU/RE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET T ALIGN WITH CONSTRUCTION PHASING LANES. ACCESS X PT ;WEN CONSTRUCTION ACTIVITIES ARE PRESENT. '� CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES E CE E THROUGH THIS AREA SHALL AL SO BE OPEN A T THE END OF EACH WO K DA Y. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR A PPROVAL PRIOR TO BEGINNING WORK. R7 CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5r-,8. PAVEMENT REHABILITATION MING AVENUE AT NEW ST PHASING PLAN -PHASE 10 109 PHASE 4 ROAD ,1'/7dg SHEE T NO. 25 OF 25 i I f � � 1 I � f 1 �f i; I " 0 " f - ---109-- - J I } �I � LIMITS OF PAVING ADDITIVE ALTERNATE NO.1 i LY MlN G -A- VE -N UE CITY OF BAKERSFIELDCA L IFORNIA PUBLIC WORKS DEPARTMENT File Nome: MingRecons-r over IDrown: N.GRE WAL Job No.: TOK225 Engineer: N. GREWAL Dote: FEB 1, 2010 Checked By. t) -- QRpFESS/ON DF -AN r W R GIS TERED Cl E GINEER C 46803 ,k Exp. 6-30-11 CITY OF BAKERSFIELDs�qT ciV�� 1509 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F �F CA\- 0 SCALE: 1"--20j' PHASING LEND PHASE 10 CONSTRUCTION PHASE 5 CO-N4-lrI--jl ION PHASE 7 CONSTRUCTION (NOTE: SHALL BE CONSTRUCTED ON A SATURDAY AND SUNDAY.) PHASE 6 CONSTRUCTION k\&N PHASE 8 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE 'OF THE PROJECT AS SHOWN ON THE PLANS. TRAFFIC CONTROL PHASING NOTES aALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHAL COMPLY WAIN THE CONTRACTOR'S MAINTAINING TRAFFIC. [2 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALLTIM S UNLESS OTHERWISE ALLOWED BY THE ENGINEER. Q3 CONTACT C/TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TI INS PRIOR TO ANY PHASE OPERA TIONS ®CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT I TCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, WHICH REOU/RE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET T ALIGN WITH CONSTRUCTION PHASING LANES. ACCESS X PT ;WEN CONSTRUCTION ACTIVITIES ARE PRESENT. '� CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES E CE E THROUGH THIS AREA SHALL AL SO BE OPEN A T THE END OF EACH WO K DA Y. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR A PPROVAL PRIOR TO BEGINNING WORK. R7 CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. CONTRACTOR SHALL FINISH PHASES 1-4 BEFORE BEGINNING PHASES 5r-,8. PAVEMENT REHABILITATION MING AVENUE AT NEW ST PHASING PLAN -PHASE 10 109 PHASE 4 ROAD ,1'/7dg SHEE T NO. 25 OF 25