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HomeMy WebLinkAbout6.1-1711CITY OF 3A/...x RS D DEPARTMENT OF PUBLIC WORKS LISTOFDRAWINCS PAVEMENT REHABILITATION 2010 PHASE 7 SHEE T 7 SHEE T 2 SHEET 3-4 SHEET 5 SHEET 6-9 Tl TL E SHEE T DETAILS & SECTIONS OLD RIVER ROAD RECONSTRUCTION PHASING NOTES PHASING PLANS CITY STANDARDS ST -1, ST -2, ST -7, ST -9, ST -72, ST -14, ST -21 STATE STANDARDS A20A, A20B, A20D, A24A, A24D, A24E, A88A CONVENTIONAL SYMBOLS EA SEMEN T RIGH T- OF- WA Y CEN TERL INE -�-�- RAIL ROAD TRACKS x CHAIN LINK FENCE DRIVER ROAD MING AVENUE TO STOCKDALE HIGHWAY FEDERAL PROJECT NO. STPL 5109 (763) PROD LOCA ; EXIST CURB & GUTTER — — — — - EXIST A.C. FLOWLINE EXIST EDGE OF PA VEME GUARD RAIL IMPR0 VEMEN TS UTILITY SYMBOLS w EXIST WATER LINE 6 EXIS T GAS LINE EH EXIST AERIAL 17,766 LINES TRAFFIC TV EXIS T UNDERGROUND 95 TV CABLES 0 EXIS T OIL LINE S SD E T F❑ D STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID LICENSES: CLASS A PROJECT LENGTH EXIST SEWER LINE I I � r_� � M7 `� I 7.0 MILES EXlS7 S70RM DRAIN PANAMA LA 14 EXIST UNDERGROUND POWER LINE LOCATION MAP- EXIS T UNDERGROUND NOT TO SCALE PHONE LINE EXIST FIBER OPTIC LINE AP I M. H. F. H. O MANHOLE C), FIRE H YDRAN T P.P. W.M. _- POWER POLE ❑ WATER METER W.V. ❑ EXISTING MONUMENT N WA TER VAL VE G. M. 0 FU TORE MONUMEN T ® GAS METER S.L. �( STREET LIGHT STREET LIGHT W/MAST ARM C.O. CLEAN OUT G. V. N GAS VAL VE BENCHMARK ON*- A U TO SCOPE FINAL PAY QUANTITIES ROADWAY EXCAVATION (EARTHWORK) 20,207 CY TRAFFIC STRIPING, DETAIL 8 (PAINT) 17,766 LF TRAFFIC STRIPING, DETAIL 27 (PAINT) 95 LF TRAFFIC STRIPING, DETAIL 38 (PAINT) 2,404 LF TRAFFIC STRIPING, DETAIL 38A (PAINT) 987 LF TRAFFIC STRIPING, DETAIL 39 (PAINT) 71517 LF TRAFFIC STR/PING, DETAIL 39A (PAINT) 600 LF TRAFFIC STRIPING, DETAIL 40 (PAINT) 236 LF PA I/EMEN T MARKINGS (WHITE PAINT) 31591 SF FIRE HYDRANT MARKERS (TYPE D) 17 EA Job No.: TOK232 © PRE-EMPTION DEVICE File Path: K:\LDD—ENGINEERING\2009-2010\TOK232— Old River Pavement Rehab\dwg File Name: Old River Pavement Rehab.dwg QROFESS/e/v pEAN ,4Lu r-1 F�G� C 46803 * Exp. 6-30-11 C I VI OF CALF V 3 ry c- E 0 ry 0 / 3 C) 0 Q) ry a ry 7D 0 I N N V O f-- / 0 0 N I O O N / CD _Z ry W W Z C� z Li I 0 0 J / •d BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE.- / 5' WIDE A T CURB AND GUTTER % Q' A T r`l /DjO /)All V f rr nA1/AI A Tr P•rAI7rP1l IA/r /�n i+r♦ Irrn � •.r . v. III" VW' %LJ I \" I V/ %/V -J TYPICAL TERMINATION OF LANE STRIPING AT INTERSECTIONS WITH NO STOP BARS 0 DETAIL 39 2' 1.75' PA VEMEN T MARKING (WHITE) PA VEMEN T MARKINGS (WHI TE) PER S TANDA RD PLAN A24C NOT TO SCALE BIKE LANE PAVEMENT MARK/NG DETAIL NOT TO SCALE 6" TO MA TCH EX/ST/NG 4 REBAR MINIMUM ICK CONCRETE d ' 'a • ...;. #4 REBAR t' 2" MINIMUM 8" CURB DETAIL WITH REBAR 6" (PER MUTCD 2003 CALIFORNIA I ■ SUPPLEMENT FIGURE 3B-102) I -Tt �I � I t I FIRE H YDRAN T k� 1 1 TRAFFIC FLOW y— TYPE D MARKER TRAFFIC FLOW F"IRE HYDRANT MARKER LOCATIONS EXIS TING A C SURFA CE L IMI TS OF EXCA VA TION WILL VARY BETWEEN 1.0' TO 1.20'+ (TYP) 0.20' TYPE "A " A. C. 0.80' TYPE "B" A.C. NOT TO SCALE CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT 2' F 0.44' EXI S TING CURB EXPOSURE 0.62 ' FINISHED EXPOSED CURB I °.: ..i b:a � A DE TA l L A /-5 "" REVEAL MEDIAN ISLAND CURB DETAIL q S TREE T AND � OF CONSTRUCTION VARIES 45' TO 61 ' EXISTING AC SURFACE MEDIAN W/D TH 1.0' — 1.20'f LIMITS VARIES (4'-22' OF EXCA VA TION (TYP) so SEE PLAN QRpFESS F� OF -AN q� REGIS TERED l Vl ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF CIV BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIP TION SCALE: NTS 2 / / 3 / / NOT TO SCALE 0.6.3' FINISHED EXPOSED CURB VARIES 45' TO 61' 0.20' TYPE "A" A.C. 0 VERL A Y EXI S TING A C SURFA CE L IMI TS OF EXCA VA TION VIII L L VARY BETWEEN 1.0' TO 1.20'+ (TYP) 0.20' TYPE "A " A. C. 0.80' TYPE "B" A. C. N. T. S. F STRAIGHT STRAIGHT _ -G—RADE_ 4 s 0.20' TYPE "A" DE TZ /L A A. C. 0 VERL A Y SHEET 2 0.80' TYPE "B" �-- 2' EXISTING AC SURFACE 1.0' — 1.20'+ L IMI TS OF EXCA VA TION (TYP) A.C. 0.80' TYPE "B" A.C. SEE STREET PLANS EXI S TING CURB & GUTTER (TYP) FOR PAVING L IMI TS EXI S TING CURB & GUTTER (TYP) OLD RIVER ROAD FROM MING AVENUE TO STOCKDALE HIGHWAY N. T. S. File Name: Old River Povement Rehab I Drawn: N. GRE WAL PAVEMENT REHABILITATION 2010 PHASE 1 SHEET NO. Job No.: TOK232 Engineer: N. GREWAL Date: May. 14, 10 Checked By. OLD RIVER ROAD= MING AVENUE TO STOCKDALE HIGHWAY—CROSS SECTIONS/DETAILS 2 OF 9 0 1 2 3 J Q W 0 n Q z m 0 w O J n C) n 7D 0 / / a c - (L) m c Q) E 0 I N N Y O t- O O N I O O N / CD _z��/ L1 w w z CD z w I 0 0 J / ON 1 I I �;IHIE FHKM INSURRNCE CITY OF BAKERSFIELD, CALIFORNIA HV�JVJ I LV U 1 V I I IL f\.J "I, PUBLIC WORKS DEPARTMENT l—II T1 (DT\ /E—D D 1AT� 35+74.65 File Name: Old River Pavement Rehob I Drawn: N.GRE WAL Job No.: TOK232 Engineer: N. GREWAL Date: May. 14, 10 Checked By.- U7 HI L HK lvl 1NJUKH SILL PA VEMENT REHAB/LITH TION 2010 PHASE 1 OLD RIVER ROAD- MING AVENUE TO STOCKDALE HIGHWAY SHEE T NO. 3 OF 9 1 I L[7 !f 1 Q . i/zy, f� F _ I U)ui /f f z 4�S J Uf ILv i / t PA VEMENT REHAB/LITH TION 2010 PHASE 1 OLD RIVER ROAD- MING AVENUE TO STOCKDALE HIGHWAY SHEE T NO. 3 OF 9 J Q w CD Ch 0 Q z m 0 w 0 J n 75 n 0 0 6i v= 0 0 N a -a a c Q) n, C Q) E a n L > O .Q Q) a m 0 N N V 0 0 0 N 0 0 N c� z ry w w z 0 z w 0 0 J 0� 0 L0 O Q cn w z U Q I r 1 a i rciriivv IV" i Czo : INSTALL 4" WIDE SOL ID STRIPE. INSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. INSTALL TYPE /V ARROWS INSTALL BICYCLE AND ARROW MARKINGS (SEE DETAIL ON SHEET 2) INSTALL DETAIL 8 INSTALL DETAIL 21 INSTALL DETAIL J8 INSTALL DETAIL J9 INSTALL DETAIL J9A INSTALL DETAIL 40 INSTALL DETAIL J8A MERCY SOUTHWEST HD>PI?AL CVICTIAIr IA/TCD/YIA/A/C/'T 1 L IMI T� OF P.> V'ING U CONSTRUCT ACCESS RAMPS AS INDICATED ON THE D� '1 .1 .J I I IVI VVI ILIV I LI V, FRAME, AND COVER PER C.O.B. DRAWING S-29 PLANS. SEE CONSTRUCTION NOTES 4 8, 5. �.H_ ADJUST MANHOLE FRAME AND COVER PER C.O.B. DRAWING S-7 V. WATER VALVE TO BE ADJUSTED BY OTHERS ®.v. GAS VALVE TO BE ADJUSTED BY OTHERS BEGIN STATION 53+76.76 SCALE: I MERG, SOUTHWEST HOSPITAL GENERAL NOTES 1 -ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS U TIL I T Y COMPANIES. FINAL RESPONSIBILITY FOR L OCA TING UTIL I TIES IN THE FIELD IS THE CONTRACTOR'S. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO CAL TRANS PLANS DA TED MA Y 2006. CONSTRUCT/ON NOTES 1Q MANHOLE TO BE ADJUSTED BY OTHERS. OINS TALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS. 31 ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VA VE BOXES AND CONCRETE PADS EFFECTED BY FULL DEPTH RECONSTRUCTION SHALL BE LOWERED TO THE NEW FINISH GRADE. ® CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A, CASE A. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICA TIONS 73-1.06. a CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN A88A, CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICA TIONS 73-1.06. © TYPE E L OOPS SHALL BE PLACED 405' BACK OF LIMI T LINE OF IN TERSEC TION. DETECTOR L OOPS AND LEAD-INS WITHIN 8' OF THE CURB FLOWUNE SHALL BE A MIN/MUM OF 1.5" BELOW THE SURFACE OF THE PAVING. DETECTOR LOOPS SHALL BE CENTERED ON THEIR RESPECTIVE LANES. TYPE C LOOPS SHALL BE PLACED 6' FROM CROSSWALK AS INDICATED ON THE PLANS. TYPE E LOOPS SHALL HAVE THE HOMERUNS SAWCUT TO THE EXISTING PULLBOX AS SHOWN ON THE PLANS. QRpFESS/ON D AN L' Q �' rrn REGISTERED ZI NGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD �P 9501 TRUX TUN AVENUE qTF Ci��� BAKERSFIELD, CA 9330 9 OF CALF REVISIONS No. DA TE I DESCRIP TION 171 / / 27 / / 371 / / 471 / / Q7 CONTRACTOR SHALL INCORPORA TE THE /NFORMA TION ON THE PHASING PLAN INTO THE TRAFFIC CONTROL AND DETOUR PLANS SUBMITTED BY THE CONTRACTOR FOR REVIEW AND ACCEPTANCE BY THE CITY OF BAKERSFIELD TRAFFIC ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM WITH THE CURRENT MU TCD. ® CON TRAC TORS LIMI TS OF PA VING OPERA TION A T THE IN TERSEC TION OF OLD RIVER ROAD & M/NG AVENUE AND AT OLD RIVER ROAD & STOCKDALE HIGHWAY SHALL BE 5 BEYOND THE CURB RETURN LIP OF GUTTER. CON TRAC TOR SHALL CONSTRUCT CURB & GU T TER A T THE G. E. T BUS STOPS WITH REINFORCED CONCRETE. REINFORCED CONCRETE SHALL HAVE 8 -INCH THICKNESS WITH 3 #4 REBARS (ONE REBAR FOR THE CURB AREA AND TWO REBARS FOR THE GUTTER PAN), PLEASE SEE SHEET 2 FOR REBAR DETAILS. I File Name: Old River Pavement Rehab Drawn: N. GRE WAL CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK232 Engineer: N.GREWAL PAVEMENT REHABILITATION 2010 PHASE 1 SHEET NO. Date: May. 14, 10 Checked By: OLD RIVER ROAD- MING AVENUE TO STOCKDALE HIGHWAY 4 OF 9 0 1 2 3 � STREET AND �' OF CONSTRUCTION RIVER ROAD CONSTRUCT/ON PHASING � STREET AND � OF CONSTRUCTION F RIVER ROAD CONSTRUCT/ON PHASING F F L VARIES VARIES F L VA RIES NOT TO SCALE VARIES SOUTH BOUND NORTH BOUND SOUTH BOUND NORTH BOUND PHASE 1 P HAS E 2 PHASE 2 PHASE 1 VARIES 18' dam VARIES 18' 0- 4'- 22' WIDTH & PHASE 3 PHASE 4 LOCATIONS VAR/ESPHASE PLAN 12 Min. 3 PHASE 4 4'-22' WIDTH & LOCA TIONS VARIES 12 M i n. ----- 18' VAR/ES SEE 18' VARIES SEE PLAN CHANNELIZING DEVICE -- - - --- CHANNEL/ZING DEV/CE SEE STREET PLANS FOR PAVING LIMITS - SEE STREET PLANS �--- FOR PA VING LIMI TS OLD RIVER ROAD CONSTRUCT/ON PHASING SEE PLANS FOR LOCA TIONS PHASE No. 7 NOT TO SCALE F STREET AND � OF CONSTRUCTION VARIES SOUTH BOUND P HAS E 3 PHASE 4 18' I VARIES 12' Min. CHANNELIZING DEV/CE 4'-22' WIDTH & L OCA TIONS VARIES SEE PLAN SEE STREET PLANS FOR PAVING L IMI TS VARIES F NORTH BOUND PHASE 2 PHASE I VARIES I 18' OLD RIVER ROAD CONSTRUCT/ON PHASING SEE PLANS FOR LOCATIONS PHASE No.2 NOT TO SCALE F STREET AND q OF CONSTRUCTION VARIES SOUTH BOUND PHASE3 PHASE 4 18' I VARIES I 12' Min. CHANNELIZING DEVICE —� 4'-22' W/D TH & L OCA TIONS VARIES SEE PLAN SEE STREET PLANS FOR PAVING LIMITS VARIES F NORTH BOUND PHA SE 2 PHA SE 1 VARIES I 18' OLD RIVER ROAD CONSTRUCT/ON PHASING OLD RIVER ROAD CONSTRUCT/ON PHASING SSE PLANS FOR LOCATIONS N01 TO SCALE SEE PLANS FOR LOCATIONS NOT TO SCALE PHASE No. 3 12' MINIMUM TRA VEL LANE EXISTING No. 1 LANE Q 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 STAG/NG CITY OF BAKERSFIELD, CALIFORNIA NOT TO SCALE PHASE No.4 12' MINIMUM TRA VFI I A NF FOURTH 0.20 LIFT — WIDTH VARIES THIRD 0.20 LIFT —WIDTH VAR/ES SECOND 0.207lF7 — WIDTH VAR/ES FIRST 0.20 LIFT —WIDTH VARIES PHASE No, 2, 4, 6 & 8 STAGGERED PA VEMENT STAG/NG FINAL PAVEMENT STAGE PUBLIC WORKS DEPARTMENT NOT TO SCALE File Name: Old River P vm t Rehab Drawn: N. Grewal Job No.: TOK232 Engineer: N. Grewal Date: May 14, 2010 Checked By. NOT TO SCALE QR�F E SS oEAN. q� REGISTERED ENGINEER C 46803 yt Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CALF PAVEMENT REHABILITATION 2010 PHASE 1 OLD RIVER ROAD FROM MING AVENUE TO STOCKDALE HIGHWA Y—PHASING DETAILS 711 SHEE T NO. 5OF' 9 E E CD of > a cu 1� Elf <1 - o N WI o o zl 0 0 �-1 �1 0 z W W z 0 z Li RIVER READ .� 13+00 0 — •.....-.--~-15+99 - — -- ___ 46 -oo --- 4-7+80 — CITY OF BA KERSFIEL D, CALIFORNIA SCALE: I MA! -f l LVNTRVL PHAS/NCS NVTES ALL TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL do DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. 21 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS 41 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 W17H CONSTRUCTION PHASING LANES 51 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACmeWS • E Po SENT pP/NGYNCj E•'IiPININ�PN AND PAIINC A�EiPAIIp1�S A PE ACIiI� /N lYi,E /NQYC•4l�D .4iPE.4.S CAVl�?ACIAPS SHALL 41,41441,4/N 4//N/41410 A� !1' /Y1� LANE F(.�P E,4GY/ O/�PEC1/(.1 V A� 1iP,4l1rL OU�P/NC 1/,/IES CAVSIA�/Cl/pV,4ClI79AES,4�PE NOl PPESENl. MUI�UY TUU I HWU�; I HU�;Hl I AL QRpFESS/ON F� pEAN q� q, Lu "= 60 REGISTERED -GLVIL ENGINEER C 46803 yt Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF C/V�� 1 BAKERSFIELD, CA 93301 QF CA\\--�F 1 REV/S/ONS 1 No. DA TE DESCRIP TION Q 1 05/25/2010 ISSUED WITH ADDENDUM I 222+00 23+00 2 / / fIW 1 I � 1 IQ 1CD E CLOSED DURING EACH RESPECTIVE 0 HE PROJECT AS SHOWN ON THE PLANS. IBJ IMINOMEDIA DRIVE OR HOWELL DRIVE, 1 ,jr—nn 37+110 �8+0.� _ 39+M 4a+W ____ _ _ — 4.1+,40. Qj 1 W �--4, r STATE FARM INSURANCE �- MERCY SOUTHWEST HOSPITAL 1 1� U IW 1ri� 1cL 11 1❑ 1(::� z IW 1 PHASING PLAN -PHASE 1 1 t i- / 7 11 File Name: Old River Pavement Rehab I Drawn: N. GRE WAL PAVEMENT REHABILITATION 2010 PHASE 1 SHEET 440. PUBLIC WORKS DEPARTMENT Job No.: TOK232 Engineer: N. GREWAL Date: May. 25, 10 checked By. OLD RIVER ROAD FROM MING AVENUE TO STOCKDALE HIGHWAY—PHASING PLANS 6 OF 9 0 1 2 3 HV O o + __ __ 0 12 00 �(' 13+00 0 -- 15+00 - -- 16+g0 ___ -- .. ... - ........ - -' US POST DF 1 c E U a) 0 CD 1 CDf ul q) .! ❑ E_ <E1 5 z ❑ 1+00 43+00 W 1 N =1 N U — 0 0 0 ❑ 1 0 0 N z Li w z 0 z III J n(I PERA ENERGY COMPLEX q Q W IIIOI� OLD RIVER ROAD n ICD O O ® n _-- -17r00 is+ ,.�....00 21+00 22+00 23+00 1 - IW — 1 PHASING LEGEND EX SEAM �CE. STATE FARM INSURi',LICE .TRAFFIC CONTROL PHASING NOTES: GALL 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. Q2 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS 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 REOU/RE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES ❑5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL T/MES EXCEPT WHEN CONSTRUCT/ON ACT/VIT/ES ARE PRESENT ACCESS QRpFESS/01V AN ��' 0�•� �'Li� tib, REGISTERS IL ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF OF CA��F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / .SA -- to 1CD Od w+nn 37+00 39.+00 _ 4A*A0-- — — __® 41+00 42-+ 1= IU STATE FARM INSURANCE � 1= 0 THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. ❑ D RIVER ROAD -" © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. -� ❑7 CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER,rv�_- 4+nn es+nn 46+00 —47+00 48+00 CITY OF BAKERSFIELD, CALIFORNIA 5 54+0 53 00 r H 12 ' W MERCY SOUTHWEST HOSPITAL MERCY SOUTHWEST HOSPITAL M PHASING PLAN -PHASE 2 ` . 1 7 1 1 File Name: Old River Pavement Rehab Drawn: N. GRE WAL PA VEMENT REHABILITATION 2010 PHASE 1 SHEET NO. PUBLIC WORKS DEPARTMENT Job No.: TOK232 Engineer: N.GREWAL Date: May. 14, 10 Checked By: OLD RIVER ROAD FROM MING AVENUE TO STOCKDALE HIGHWAY—PHASING PLANS 7 OF 9 0 1 2 3 PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. EX SEAM �CE. STATE FARM INSURi',LICE .TRAFFIC CONTROL PHASING NOTES: GALL 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. Q2 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS 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 REOU/RE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES ❑5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL T/MES EXCEPT WHEN CONSTRUCT/ON ACT/VIT/ES ARE PRESENT ACCESS QRpFESS/01V AN ��' 0�•� �'Li� tib, REGISTERS IL ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF OF CA��F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / 3 / / .SA -- to 1CD Od w+nn 37+00 39.+00 _ 4A*A0-- — — __® 41+00 42-+ 1= IU STATE FARM INSURANCE � 1= 0 THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. ❑ D RIVER ROAD -" © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. -� ❑7 CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER,rv�_- 4+nn es+nn 46+00 —47+00 48+00 CITY OF BAKERSFIELD, CALIFORNIA 5 54+0 53 00 r H 12 ' W MERCY SOUTHWEST HOSPITAL MERCY SOUTHWEST HOSPITAL M PHASING PLAN -PHASE 2 ` . 1 7 1 1 File Name: Old River Pavement Rehab Drawn: N. GRE WAL PA VEMENT REHABILITATION 2010 PHASE 1 SHEET NO. PUBLIC WORKS DEPARTMENT Job No.: TOK232 Engineer: N.GREWAL Date: May. 14, 10 Checked By: OLD RIVER ROAD FROM MING AVENUE TO STOCKDALE HIGHWAY—PHASING PLANS 7 OF 9 0 1 2 3 J Q W ry 0 IZ 0 Q z m W O J a_ • O O 1 N +1 O QI _0 — — LL_ 1 +60 1 25*x. F-1 US POST OF -F -ICE IZ Cf) O OLD RIV-R READ QRpFESSION pEAN 57/7,Z& GISTERED ENGINEER L- Q C 46803 Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF cIV�L BAKERSFIELD, CA 93301 CF CALF CD REV/S/ONS ICD No. DA TE DESCRIPTION 1� 1 0*00 12+00 13+00 0 — 15*0@...••- — _ _ — i.6+Op — — 47+00 _4a 00 _ 2 — 1Q I �- -- — 2t�00 222+00 — — 3+00 , „4 1� 3 ® ------ IW N4 1= AERA ENERGY COMPLEX �-' V 1� KWI O C) C) C i > i i 01 i �1I N - �' <E 1 - N Y — — — O —� �o0 5 43+00 46+00 _ _ _47+00_ FD - CD 1 - - - CD z UzT(l :3: z i W 0 liz EX SEAM 27+00 ;1 i 28+00 .) +�- I 29+00 30+00 3t -M ---- OLD RIVER READ STATE FARM IfJSURADCE PHASING LEGEND CITY OF BAKERSFIELD, CALIFORNIA 48*80 MERCY SOUTHWEST HOSPITAL " File Nome: Old River Pavement Rehab Drawn: N.GREWAL PUBLIC WORKS DEPARTMENT Job No.: TOK232 Engineer: N. GREWAL Date: May. 14, 10 Checked By. 1 35+00 I— to 1+ l V NI XK 3r,+on 37+00 38+00 _ _ _ 39.+DII. _. _ ___ 4IltII0 — 4.1+00 q- IU STATE FARM INSURANCE � 1� OLD RIVER ROAD a MERCY SOUTHWEST HOSPITAL PHASING PLAN -PHASE 3 PAVEMENT REHABILITATION 2010 PHASE 1 OLD RIVER ROAD FROM MING AVENUE TO GOSFORD ROAD -PHASING PLANS x SHEE T NO. 8 OF 9 1 2 3 PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 2 CONSTRUCTION PHASE 4 CONSTRUCTION 03 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIM? 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 WITH CONSTRUCTION PHASING LANES. AREAS TO BE CLOSED DURING EACH RESPECTIVE THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH *VRK DAY. © PHASE OF THE PROJECT AS SHOWN ON THE PLANS. CITY OF BAKERSFIELD, CALIFORNIA 48*80 MERCY SOUTHWEST HOSPITAL " File Nome: Old River Pavement Rehab Drawn: N.GREWAL PUBLIC WORKS DEPARTMENT Job No.: TOK232 Engineer: N. GREWAL Date: May. 14, 10 Checked By. 1 35+00 I— to 1+ l V NI XK 3r,+on 37+00 38+00 _ _ _ 39.+DII. _. _ ___ 4IltII0 — 4.1+00 q- IU STATE FARM INSURANCE � 1� OLD RIVER ROAD a MERCY SOUTHWEST HOSPITAL PHASING PLAN -PHASE 3 PAVEMENT REHABILITATION 2010 PHASE 1 OLD RIVER ROAD FROM MING AVENUE TO GOSFORD ROAD -PHASING PLANS x SHEE T NO. 8 OF 9 1 2 3 TRAFF/C CONTROL PHASING NOTES ALL TRAFFIC STRIPING & PA VEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE M00/F/ED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COUR Y WITH TH THE CONTRACTOR'S MAINTAINING TRAFFIC. 2❑ CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. 03 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIM? 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 WITH CONSTRUCTION PHASING LANES. Q5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSTRUCTION ACTIVITIES ARE PRESENT, ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH *VRK DAY. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. 0 CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. CITY OF BAKERSFIELD, CALIFORNIA 48*80 MERCY SOUTHWEST HOSPITAL " File Nome: Old River Pavement Rehab Drawn: N.GREWAL PUBLIC WORKS DEPARTMENT Job No.: TOK232 Engineer: N. GREWAL Date: May. 14, 10 Checked By. 1 35+00 I— to 1+ l V NI XK 3r,+on 37+00 38+00 _ _ _ 39.+DII. _. _ ___ 4IltII0 — 4.1+00 q- IU STATE FARM INSURANCE � 1� OLD RIVER ROAD a MERCY SOUTHWEST HOSPITAL PHASING PLAN -PHASE 3 PAVEMENT REHABILITATION 2010 PHASE 1 OLD RIVER ROAD FROM MING AVENUE TO GOSFORD ROAD -PHASING PLANS x SHEE T NO. 8 OF 9 1 2 3 U 10100 z w QRpFESS/Ory C) OF -AN < I I REGISTERED Cl VI L NEER cy— C 46803 OLD RIVER READ V Exp. 6-30-11 II� O CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF Cl VQ) CD��' `• — ___ ____ ___ 1 + BAKERSFIELD, CA 93301 �F CALIF REVISIONS 1 2 1 zl - a 7-1 c a C CD 0 � I E 01 > +1 <EI -- - - - - - ----------- - O 1 + d A AERP ENERGY COMPLEX OED RIVER ROAD =97 8 2 + 0 0 . . ......... ........ STATE FARM INSURAVCE TRAFFIC CONTROL PHASING NOTES Q 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 SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. 21 C=)1 Q3 CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS ® CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTED" 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 1 0 THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DAY. FD— N CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. 0 CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. 1 2 1 zl - a 7-1 c a C CD 0 � I E 01 > +1 <EI -- - - - - - ----------- - O 1 + d A AERP ENERGY COMPLEX OED RIVER ROAD =97 8 2 + 0 0 . . ......... ........ STATE FARM INSURAVCE N WI _ N o z � • JI N =1 (D % <E1 z c wl I�I IIN'I 0 J Y CITY OF BAKERSFIELD, CALIFORNIA MERCY SOUTHWEST HOSPITAL PHASING LEGEND PHASE I CONSTRUCTION PHASE 2 CONSTRUCTION AREAS TO BE CLOSED DURING EACH PHASE OF THE PROJECT AS SHOWN No. DA TE DESCRIPTION 1<1 22+00 23+00 I Iz 1 �- 1<1 PHASE 3 CONSTRUCTION PHASE 4 CONSTRUCTION RESPECTIVE ON THE PLANS. 1CD CD4- Icy I W z 1 STATE FARM INSURANCE u V 1<I U _IW ry V 60 °% 1In LL OLD RIVER ROAD 1 5 _ 1 _-- —_— ° ° MERCY SOUTHWEST H❑SPITA PHASING PLAN—PHASE 4 File Nome: Old River Pavement Rehab Drawn: N.GREWAL PAVEMENT REHABIL ITA TION 2010 PHASE 1 SHEET NO. PUBLIC WORKS DEPARTMENT Job No.: TOK232 Engineer: N. GREWAL Date: May. 14, 10 Checked By: OLD RIVER ROAD FROM MING AVENUE TO STOCKDALE HIGHWAY—PHASING PLAN 9 OF 9 0 1 2 3 TRAFFIC CONTROL PHASING NOTES GALL 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 SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. 21 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS 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 "MUTED" 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 AT ALL TIMES EXCEPT 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. 0 CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. N WI _ N o z � • JI N =1 (D % <E1 z c wl I�I IIN'I 0 J Y CITY OF BAKERSFIELD, CALIFORNIA MERCY SOUTHWEST HOSPITAL PHASING LEGEND PHASE I CONSTRUCTION PHASE 2 CONSTRUCTION AREAS TO BE CLOSED DURING EACH PHASE OF THE PROJECT AS SHOWN No. DA TE DESCRIPTION 1<1 22+00 23+00 I Iz 1 �- 1<1 PHASE 3 CONSTRUCTION PHASE 4 CONSTRUCTION RESPECTIVE ON THE PLANS. 1CD CD4- Icy I W z 1 STATE FARM INSURANCE u V 1<I U _IW ry V 60 °% 1In LL OLD RIVER ROAD 1 5 _ 1 _-- —_— ° ° MERCY SOUTHWEST H❑SPITA PHASING PLAN—PHASE 4 File Nome: Old River Pavement Rehab Drawn: N.GREWAL PAVEMENT REHABIL ITA TION 2010 PHASE 1 SHEET NO. PUBLIC WORKS DEPARTMENT Job No.: TOK232 Engineer: N. GREWAL Date: May. 14, 10 Checked By: OLD RIVER ROAD FROM MING AVENUE TO STOCKDALE HIGHWAY—PHASING PLAN 9 OF 9 0 1 2 3 J Q Li ry 0 Q z 52 m 0 III F— O J n Q CD N O O N if N O V) Q) I— a N N E N O n L Q) > O / 3 ry E > 0 > ry 0 I N N Y O O F5 N I O O N c� Z ry w w z c� z w I 0 J / \0 TRAFFIC CONTROL PHASING NOTES MALL 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 SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. -] CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWVED 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 WITH CONSTRUCTION PHASING LANES Q5 CONTRACTOR SHALL MAINTAIN ACCESS THROUGH THIS AREA AT ALL TIMES EXCEPT WHEN CONSMWRON ACTIVIIITIE5 ARE PRESENT aFINOO EAR171"33' AND R34A C G)0ERA aVS ARE AC11kF /N 1W IND/CA11D ARE.4,S' CW04CIMS .BALL 4154/NIAIN d//NI&II / Gly' J?'111 " LANE FSP Z'401 O/REC11aV Ar INANE! MAW 1%l/ES CA'VSIA:VICRi2V ACIlAfliES ARE NOl PAK-29W. ACCESS THROUGH THIS AREA SHALL ALSO BE OPEN AT THE END OF EACH WORK DA Y. © CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WbRK. a CONTRACTOR SHALL NOT CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME WITHOUT THE PERMISSION OF THE ENGINEER. PHASING LEGEND PHASE I CONSTRUCTION 1111141 11 000 0 , :ALE: 1 "=20' QRpFESS/ON DF -AN R 9� REGIS TERED ENGI NEER � C 46803 � yt Exp. 6-30-11 CITY OF BAKERSFIELD 9501 TRUXTUN AVENUE qTF Cl��� BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIPTION A 17105/25/20101 ISSUED WITH ADDENDUM 1 271 / / 371 / / �j� PHASE 5 CONSTRUCTION (NOTE: ALL ROADWAY EXCAVATION AND THE PLACEMENT OF TYPE B ASPHALT CONCRETE SHALL BE COMPLETED IN ONE WORKDAY. COORDINATE TRAFFIC SIGNAL TIMING WITH CITY OF BAKERSFIELD TRAFFIC ENGINEERING DEPT. ACCESS TO ALL BUSINESS AND INTERSECTIONS SHALL BE RESTORED TO 0.20' BELOW GRADE BY THE END OF EACH WORKDAY. PHASE 6 CONSTRUCTION (NOTE: ALL ROADWAY EXCAVATION AND THE PLACEMENT OF TYPE B ASPHALT CONCRETE SHALL BE COMPLETED IN ONE WORKDAY. COORDINATE TRAFFIC SIGNAL TIMING WITH CITY OF BAKERSFIELD TRAFFIC ENGINEERING DEPT. ACCESS TO ALL BUSINESS AND INTERSECTIONS SHALL BE RESTORED TO 0.20' BELOW GRADE BY THE END OF EACH WORKDAY. PHASING PLAN -PHASE 5 AND PHASE 6 f 1711 File Name.• Old River Pavement Rehab Drawn: N. GRE CITY OF BAKERSFIELD, PAVEMENT REHABILITATION 2010 PHASE 1 CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK232 Engineer: N.GREWAL SHEET N0. Date: May. 25, 10 Checked By. OLD RIVER ROAD FROM MING AVENUE TO STOCKDALE HIGHWAY—PHASING PLAN 10 OF 9 0 1 2 3 PHASE 2 CONSTRUCTION k\\\\001 PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. :ALE: 1 "=20' QRpFESS/ON DF -AN R 9� REGIS TERED ENGI NEER � C 46803 � yt Exp. 6-30-11 CITY OF BAKERSFIELD 9501 TRUXTUN AVENUE qTF Cl��� BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIPTION A 17105/25/20101 ISSUED WITH ADDENDUM 1 271 / / 371 / / �j� PHASE 5 CONSTRUCTION (NOTE: ALL ROADWAY EXCAVATION AND THE PLACEMENT OF TYPE B ASPHALT CONCRETE SHALL BE COMPLETED IN ONE WORKDAY. COORDINATE TRAFFIC SIGNAL TIMING WITH CITY OF BAKERSFIELD TRAFFIC ENGINEERING DEPT. ACCESS TO ALL BUSINESS AND INTERSECTIONS SHALL BE RESTORED TO 0.20' BELOW GRADE BY THE END OF EACH WORKDAY. PHASE 6 CONSTRUCTION (NOTE: ALL ROADWAY EXCAVATION AND THE PLACEMENT OF TYPE B ASPHALT CONCRETE SHALL BE COMPLETED IN ONE WORKDAY. COORDINATE TRAFFIC SIGNAL TIMING WITH CITY OF BAKERSFIELD TRAFFIC ENGINEERING DEPT. ACCESS TO ALL BUSINESS AND INTERSECTIONS SHALL BE RESTORED TO 0.20' BELOW GRADE BY THE END OF EACH WORKDAY. PHASING PLAN -PHASE 5 AND PHASE 6 f 1711 File Name.• Old River Pavement Rehab Drawn: N. GRE CITY OF BAKERSFIELD, PAVEMENT REHABILITATION 2010 PHASE 1 CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TOK232 Engineer: N.GREWAL SHEET N0. Date: May. 25, 10 Checked By. OLD RIVER ROAD FROM MING AVENUE TO STOCKDALE HIGHWAY—PHASING PLAN 10 OF 9 0 1 2 3