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HomeMy WebLinkAbout6.1-1711 Record DrawingLIST OF DRAWINGS SHEE T 7 SHEE T 2 SHEET 3- 4 SHEE T 5 SHEET 6-9 PAVEMENT TI 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 -27 STATE STANDARDS A20A, A20B, A20D, A24A, A24D, A24E, A88A CONVENTIONAL SYMBOLS --EASEMENT RIGH T— OF— WA Y CEN TERLINE ----�-�j-�-�T-j-T-T-1� - RAILROAD TRACKS x CHAIN LINK FENCE DEPARTMENT OF PUBLIC WORKS REHABILITATION 2010 PHASE 7 OLD- RIVER ROAD MIN(; AVENUE TO STOCKDALE HIGHWAY EXIST CURB do GUTTER —------—EXIST A.C.FLOWLINE EXIST EDGE OF PAVEMENT GUARD RAIL IMPRO VEMEN TS 109(163) LOCATION MAP NOT TO scacE � FINAL PAY QUANTITIES � UTILITY SYMBOLS w EXIST WATER LINE ROADWAY S EXIST SEWER LINE 20,201 G EXIST GAS LINE STRIPING, SD EXIST STORM GRAIN 77,766 ❑H EXIST AERIAL STRIPING, E EXIST UNDERGROUND 95 LF LINES STRIPING, DETAIL POWER LINE Tv EXIST UNDERGROUND TRAFFIC T EXIST UNDERGROUND 38A (PAINT) 987 7V CABLES TRAFFIC STRIPING, PHONE LINE ❑ EXIST OIL LINE LF F❑ EXIST FIBER OPTIC LINE DETAIL M.H. 600 FH TRA FF/C STRIPING, DETAIL MANHOLE .Q. FIRE HYDRANT PA l/EMEN T MARKINGS (WH/ TE PA IN T) 315 9 7 �WATER FIRE HYDRANT MARKERS (TYPE D) iP-P POWER POLE D METER w. v. � EXISTING MONUMENT DQ WATER VALUE G.M. A-1 FU7URE MONUMENT GAS METER S.L. G.V. �i STREET LIGHT GAS VALVE STREET LIGHT W/MAST ARM BENCHMARK •C.O. CLEAN OUT 00— AUTO SCOPE Q PRE— EMP TION DEVICE 109(163) LOCATION MAP NOT TO scacE � FINAL PAY QUANTITIES � Job No.: TOK232 File Path: K:\LDD—ENGINEERING\2009-2010\TOK232— Old River Pavement Rehab\dwg File Name: Old River Pavement Rehab.dwg A i "r, z CITY 0� STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID LICENSES: �iyi1lCX�I NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH 1 0 MILES QRpFESS/pN DEAN LQ C 46803 � * Exp. 6-30-11 C/ OF CA��F 0 ROADWAY EXCA VA TI ON (EARTHWORK) 20,201 CY TRAFFIC STRIPING, DETAIL 8 (PAINT) 77,766 LF TRAFFIC STRIPING, DETAIL 27 (PAIN T) 95 LF TRAFFIC STRIPING, DETAIL 38 (PA/NT) 2, 404 LF TRAFFIC STRIPING, DETAIL 38A (PAINT) 987 LF TRAFFIC STRIPING, DETAIL 39 (PAINT) 71577 LF TRAFFIC STRIPING, DETAIL 39A (PAINT) 600 LF TRA FF/C STRIPING, DETAIL 40 (PAINT) 236 LF PA l/EMEN T MARKINGS (WH/ TE PA IN T) 315 9 7 SF FIRE HYDRANT MARKERS (TYPE D) 77 EA Job No.: TOK232 File Path: K:\LDD—ENGINEERING\2009-2010\TOK232— Old River Pavement Rehab\dwg File Name: Old River Pavement Rehab.dwg A i "r, z CITY 0� STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOLLOWING VALID LICENSES: �iyi1lCX�I NO TE: THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH 1 0 MILES QRpFESS/pN DEAN LQ C 46803 � * Exp. 6-30-11 C/ OF CA��F 0 J Q Li ry 0 n 0 a z m 0 w O J n II Q 0 N L 6 0 0 N a r0 Y ry c- E a cy 0 i i 0 ry E Q) 0 ry 0 I N N V O 0 0 N I 0 0 N i c� z W W z z w I 0 0 J 9 BIKE LANE WIDTHS— UNLESS NOTED OTHERWISE: 5' WIDE AT CURB AND GUTTER 4' A T CURB 01VI Y TCDAPAIATc /'cnITr-01 /A i[- nn nI-A111-1 , •..I- 0 I l/!/V f.J 1-111 /!/L 4iVlA0 liL lUrXIVJ TYPICAL TERMINATION OF LANE STRIPING AT INTERSECTIONS WITH NO STOP BARS NOT TO SCALE 2' 1.75' PA VEMEN T MARKING (WHITE) PA VEMEN T MARKINGS (WHI TE) PER S TANDA RD PLAN A24C U� [A IL 39 BIKE LANE PAVEMENT MARK/NG DETAIL NO TO SCA LE 4 REBAR MINIMUM 6 " TO MATCH EXISTING •r,►:,, ,,,,, • ' 14 RE$ " JCK CONCRETE d: w •ay• �' • ,4 REBAR A. +' 2" MINIMUM 8" CURB DETAIL WITH REBAR CITY OF BAKERSFIELD, CALIFORNIA ■ 6" (PER MUTCD 2003 CALIFORNIA I ■ �, SUPPLEMENT FIGURE 3B-102) T � I • t I FIRE HYDRANT i; I TRAFFIC FL 0W YTYPE D MARKER � — TRAFFIC FLOW IJ�U"J SCALE: NTS FIRE HYDRANT MARKER L 0 CA TIONS NOT TO SCALE EXI S 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. PUBLIC WORKS DEPARTMENT F 0.44' EXI S TING CURB EXPOSURE 0.63'' FINISHED EXPOSED CURB 0.62' FINISHED, EXPOSED CURB I °.. A _•a ♦ 4' 4.1 QRpEESS/ON DEAN R q� REGISTERED 10 ENGINEERckC 46803 0 rn * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF Cl��� BAKERSFIELD, CA 93301 OF REVISIONS No. DA TE I DESCRIP TION .1� EXISTING AC SURFACE L IMI TS OF EXCA VA TION WILL VARY BETWEEN 1.0' TO 1.20'x- (TYP) 0.20' TYPE "A" A.C. 0.80' TYPE "B" A.C. DETAIL A 7.5" REVEAL MEDIAN ISLAND CURB DETAIL N. TS. q S TREE T AND � OF CONS TRUC TION VARIES 45' TO 61' ARIES 45' TO 61' F 2' 2' EXISTING AC SURFACE MEDIAN WID TH 0.20' TYPE "A " 1.0'— 1.20'+ LIMITS VARIES (4'-22' EXISTING AC SURFACE A. C. 0 VERL A Y 1.0'— 1.20'f L IMI TS OF EXCA UA TION (TYP) SEE PLAN OF EXCA VA TION (TYP) STRAIGHT STRAIGHT — —G—RA DE_ s 0.20' TYPE "A " DE TI IL A A. C. 0 VERL A Y SHE T 2 0.80' TYPE "B" A. C. 0.80' TYPE "B" A. C. SEE STREET PLANS EXISTING CURB & GUTTER (TYP) FOR PA VING LIMI TS EXISTING CURB & GUTTER (TYP) OLD RIVER ROAD FROM MING AVENUE TO STOCKDALE HIGHWAY N. T. S. F6.1-1711 File Name.'01d River Pavement Rehob I Drawn: N. GREWAL Job No.: TOK232 Engineer: N. GREWAL Date._ May. 14, 10 lChecked By. PAVEMENT REHAB/CITATION 2010 PHASE 1 OLD RIVER ROAD MING AVENUE TO STOCKDALE HIGHWAY—CROSS SECTIONS/DETAILS, 0 1 SHEET N0, 2OF9 2 3 J a w ry 0 Q z m 0 w O J n n 275 L1J o EXIS TING IN TERCONNEC T m OLD RIVER READ O ' O N � O - O + 0 0 >; Q F_ U) + — uj z_ _ 7- CY' J o = 0 U Q �WMIIIIII w� 3 as s: 1 '� TINGc ro cci �. e 96 L F OLD RIVER ROAD scaLc 1'=40' 141 /1 / 1d+ o /1.1yrI P+100/ / -f .- --`i +pH �-L r r r i. 54eb / 2---J -Z-2 .L,._L 1.. Z LZ `i- 4o6 -L I._..L. I L I_.L12_'_LLl Z2 L_._.; _. F - LF W7_25 LF 8422 LF AERA ENERGY COMPLEX &IJ00 414 SF CONSTRUCTION NOTES Q7 CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN ❑ 1 MANHOLE TO BE ADJUSTED BY OTHERS. INTO THE TRAFFIC CONTROL AND DETOUR PLANS SUBMITTED BY THE CONTRACTOR FOR TRAFFIC ENGINEERINGVDIVSION. CONTRACTOR EW AND ACCEPTANCESHALLECITY OF CONFORMBWITHRTHELD INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS. CURRENT MUTCD. ALL EXISTING MONUMENT LIDS MANHOLES CLEANOUTS VALVE BOXES AND CONCRETE PADS 3 CONTRACTORS LIMITS OF PAVING OPERA TION A T THE INTERSECTION OF EFFECTED BY FULL DEPTH RECONSTRUCTION SHALL BE LOWERED TO THE NEW FINISH GRADE. $ OLD RIVER ROAD & MING AVENUE AND AT OLD RIVER ROAD & STOCKDALE ® CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN HIGHWAY SHALL BE 5 BEYOND THE CURB RETURN LIP OF GUTTER. A88A, CASE A. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICATIONS 73-1.06. a CON TRACTOR SHALL CONSTRUCT CURB &GUTTER A T THE G. E. T BUS STOPS Q CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN WITH REINFORCED CONCRETE. REINFORCED CONCRETE SHALL HAVE 8 -INCH A88A, CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICATIONS 73-1.06. THICKNESS I THE GUTTER ARS (ONE R EBSEE FOR HETHE E 2 FOR RREA p D DETAILS n TYPE E LOOPS SHALL BE PLACED 405' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS LEGEND SYMBOLS PULL DEPTH RECONSTRUCTION IN AREAS INDICATED 'lam ON THE PLANS. THE DEPTH OF RECONSTRUCTION �7::71 INSTALL ON OLD RIVER ROAD SHALL CONFORM TO THE 6' x 50' TYPE "C" LOOP CITY OF BAKERSFIELD 0 SHOWN ON SHEET 2 OF THE PLANS Q INSTALL TYPE "E" LOOP CL ISSUED FOR THIS PROJECT. REVISIONS No. a� ADJUST MONUMENT LID, D ."''�° CONSTRUCT ACCESS RAMPS AS INDICATED ON THE FRAME, AND COVER PER C.O.B. DRAWING S-29 .]PLANS. SEE CONSTRUCTION NOTES 4 & 5. H. ADJUST MANHOLE 0 FRAME AND COVER PER 4 / / C.O.B. DRAWING S-7 v. WATER VALVE TO BE ADJUSTED BY OTHERS ®G'V' GAS VALVE TO BE a a� C a m �WMIIIIII w� 3 as s: 1 '� TINGc ro cci �. e 96 L F OLD RIVER ROAD scaLc 1'=40' 141 /1 / 1d+ o /1.1yrI P+100/ / -f .- --`i +pH �-L r r r i. 54eb / 2---J -Z-2 .L,._L 1.. Z LZ `i- 4o6 -L I._..L. I L I_.L12_'_LLl Z2 L_._.; _. F - LF W7_25 LF 8422 LF AERA ENERGY COMPLEX &IJ00 414 SF CONSTRUCTION NOTES Q7 CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN ❑ 1 MANHOLE TO BE ADJUSTED BY OTHERS. INTO THE TRAFFIC CONTROL AND DETOUR PLANS SUBMITTED BY THE CONTRACTOR FOR TRAFFIC ENGINEERINGVDIVSION. CONTRACTOR EW AND ACCEPTANCESHALLECITY OF CONFORMBWITHRTHELD INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS. CURRENT MUTCD. ALL EXISTING MONUMENT LIDS MANHOLES CLEANOUTS VALVE BOXES AND CONCRETE PADS 3 CONTRACTORS LIMITS OF PAVING OPERA TION A T THE INTERSECTION OF EFFECTED BY FULL DEPTH RECONSTRUCTION SHALL BE LOWERED TO THE NEW FINISH GRADE. $ OLD RIVER ROAD & MING AVENUE AND AT OLD RIVER ROAD & STOCKDALE ® CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN HIGHWAY SHALL BE 5 BEYOND THE CURB RETURN LIP OF GUTTER. A88A, CASE A. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICATIONS 73-1.06. a CON TRACTOR SHALL CONSTRUCT CURB &GUTTER A T THE G. E. T BUS STOPS Q CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN WITH REINFORCED CONCRETE. REINFORCED CONCRETE SHALL HAVE 8 -INCH A88A, CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICATIONS 73-1.06. THICKNESS I THE GUTTER ARS (ONE R EBSEE FOR HETHE E 2 FOR RREA p D DETAILS n TYPE E LOOPS SHALL BE PLACED 405' BACK OF LIMIT LINE OF INTERSECTION. DETECTOR LOOPS T o O O _ M N i _ Cf) 3/�- O L1J FD z N o S N CD F_ z Q E w r w --- z ' 0 z w 0 0 J Y INSURANCE CITY OF BAKERSFIELD, CALIFORNIA LS COST OFE J5+74.65 File Nome: Old River Povement Rehab I Drawn: N. GRE WAL PUBLIC WORKS DEPARTMENT Job No.: TOK232 Engineer: N.GREWAL Date: May. 14, 10 Checked By.- I f -- A VING LEGEND SYMBOLS PULL DEPTH RECONSTRUCTION IN AREAS INDICATED 'lam ON THE PLANS. THE DEPTH OF RECONSTRUCTION �7::71 INSTALL ON OLD RIVER ROAD SHALL CONFORM TO THE 6' x 50' TYPE "C" LOOP CITY OF BAKERSFIELD DETAILS AS SHOWN ON SHEET 2 OF THE PLANS Q INSTALL TYPE "E" LOOP BAKERSFIELD, ISSUED FOR THIS PROJECT. REVISIONS No. DA TE ADJUST MONUMENT LID, D ."''�° CONSTRUCT ACCESS RAMPS AS INDICATED ON THE FRAME, AND COVER PER C.O.B. DRAWING S-29 .]PLANS. SEE CONSTRUCTION NOTES 4 & 5. H. ADJUST MANHOLE FRAME AND COVER PER 4 / / C.O.B. DRAWING S-7 v. WATER VALVE TO BE ADJUSTED BY OTHERS ®G'V' GAS VALVE TO BE ADJUSTED BY OTHERS T o O O _ M N i _ Cf) 3/�- O L1J FD z N o S N CD F_ z Q E w r w --- z ' 0 z w 0 0 J Y INSURANCE CITY OF BAKERSFIELD, CALIFORNIA LS COST OFE J5+74.65 File Nome: Old River Povement Rehab I Drawn: N. GRE WAL PUBLIC WORKS DEPARTMENT Job No.: TOK232 Engineer: N.GREWAL Date: May. 14, 10 Checked By.- I f -- A VING STRIPING NOTES OINSTALL 4" WIDE SOLID STRIPE. 2OINSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. 3OINSTALL TYPE /V ARROWS OINSTALL BICYCLE AND ARROW MARKINGS (SEE DETAIL ON SHEET 2) OINSTALL DETAIL 8 OINSTALL DETAIL 21 OINSTALL DETAIL 38 8 INSTALL DETAIL 39 9 INSTALL DETAIL 39A OINSTALL DETAIL 40 11 INSTALL DETAIL 38A EXISTING IN TERCONNEC T 1�1IL HKvI IN>UKHINLL PAVEMENT REHABILITATION 2010 ,PHASE 1 OLD RIVER ROAD- MING AVENUE TO STOCKDALE HIGHWAY 6.1-1711 G • T '56 LF SHEE T NO. 3 OF 9 1 2 QgpFESS/Ory pEAN R q� 'lam REGISTERED -CJ_V_1L ENGINEER W C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD s� �P 1501 TRUXTUN A VENUE qTF C/���" QF BAKERSFIELD, CA 93301 CA��F REVISIONS No. DA TE DESCRIPTION 1 / / 2 4 / / STRIPING NOTES OINSTALL 4" WIDE SOLID STRIPE. 2OINSTALL 1' WIDE STOP BAR AND CROSS WALK STRIPING. 3OINSTALL TYPE /V ARROWS OINSTALL BICYCLE AND ARROW MARKINGS (SEE DETAIL ON SHEET 2) OINSTALL DETAIL 8 OINSTALL DETAIL 21 OINSTALL DETAIL 38 8 INSTALL DETAIL 39 9 INSTALL DETAIL 39A OINSTALL DETAIL 40 11 INSTALL DETAIL 38A EXISTING IN TERCONNEC T 1�1IL HKvI IN>UKHINLL PAVEMENT REHABILITATION 2010 ,PHASE 1 OLD RIVER ROAD- MING AVENUE TO STOCKDALE HIGHWAY 6.1-1711 G • T '56 LF SHEE T NO. 3 OF 9 1 2 00 C 177 L n 14 SF ,--- 8 175 tF— bo 0 VA, V, F a - LEGEND C FULL DEPTH N O ON THE PLANS. THE DEPTH OF RECONSTRUCTION INSTALL ' > DETAILS AS 0 Q INSTALL TYPE "E" LOOP n 3 a CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN b % ADJUST MONUMENT LID, (n 0 FRAME, AND COVER PER C.O.B. DRAWING 5-29 Lu I z 2 / / 3 / / E 0 00 C 177 L n 14 SF ,--- 8 175 tF— bo 0 VA, V, F a - L � > LEGEND C FULL DEPTH N O ON THE PLANS. THE DEPTH OF RECONSTRUCTION INSTALL ' > DETAILS AS 0 Q INSTALL TYPE "E" LOOP n 3 L � > LEGEND O FULL DEPTH RECONSTRUCTION IN AREAS INDICATED O ON THE PLANS. THE DEPTH OF RECONSTRUCTION INSTALL ON OLD RIVER ROAD SHALL CONFORM TO THE 6' X 50' TYPE "C" LOOP DETAILS AS SHOWN ON SHEET 2 OF THE PLANS Q INSTALL TYPE "E" LOOP ISSUED FOR 3 a CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN REVISIONS % ADJUST MONUMENT LID, (n 0 FRAME, AND COVER PER C.O.B. DRAWING 5-29 Lu I z 2 / / 3 / / E U F- 0al Q 0 4j JO SF r i 11 LF /s) 175 LF I � � III s I IM/ TS F P A VINGG Il" J, 11 LF fl� U It, \(etre. 5kt� n 5 662 LF 5� 662 LF QLD RIVER READ �200 iv DIP LDIfl ------------------------------------- — E ------ 6'11'650 LF EXISTING INTERCONNECT SCALE: I"=40' 467 LF 01 N HFISPITAL n/ W CRY Y OF BA KERSFIEL D, CALIFORNIA GENERAL NOTES : I ALL U TILI TY L OCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING 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. LEGEND SYMBOLS FULL DEPTH RECONSTRUCTION IN AREAS INDICATED CONTRACTOR FOR REVIEW AND ACCEPTANCE BY THE CITY OF BAKERSFIELD ON THE PLANS. THE DEPTH OF RECONSTRUCTION INSTALL ON OLD RIVER ROAD SHALL CONFORM TO THE 6' X 50' TYPE "C" LOOP DETAILS AS SHOWN ON SHEET 2 OF THE PLANS Q INSTALL TYPE "E" LOOP ISSUED FOR THIS PROJECT. a CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN REVISIONS A88A, CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPEC/FICA TIONS 73-1.06. ADJUST MONUMENT LID, .`•-: ACCESS RAMPS AnINDICATED ON THE FRAME, AND COVER PER C.O.B. DRAWING 5-29 j. ; '.':' `:" PIONSTRUCT FF I 01 N HFISPITAL n/ W CRY Y OF BA KERSFIEL D, CALIFORNIA GENERAL NOTES : I ALL U TILI TY L OCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING 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: QRpFESS/ON ❑ pEAN 1 MANHOLE TO BE ADJUSTED BY OTHERS CONTRACTOR FOR REVIEW AND ACCEPTANCE BY THE CITY OF BAKERSFIELD a INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS w REGISTERED NGINEER Q C 46803 * Exp. 6-30-11 ❑ ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES AND CONCRETE PADS EFFECTED BY FULL DEPTH RECONSTRUCTION SHALL BE LOWERED TO THE NEW FINISH GRADE. Cl TY OF BAKERSFIELD ® CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN ENUEq C1V1L TF OF TRUX NCAV A88A, CASE A. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICATIONS 73-1.06. BAKERSFIELD, 93301 CA��F�� a CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN REVISIONS A88A, CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPEC/FICA TIONS 73-1.06. No. DA TE DESCRIPTION AND LEAD-INS WITHIN 8' OF THE CURB FLOWUNE SHALL BE A MINIMUM OF 1.5" BELOW THE 1 / / TYPE C LOOPS SHALL BE PLACED 6' FROM CROSSWALK AS INDICATED ON THE PLANS. TYPE E 2 / / 3 / / CONSTRUCT/ON NOTES: ❑7 CONTRACTOR SHALL INCORPORATE THE INFORMATION ON THE PHASING PLAN ❑ INTO THE TRAFFIC CONTROL AND DETOUR PLANS SUBMITTED BY THE 1 MANHOLE TO BE ADJUSTED BY OTHERS CONTRACTOR FOR REVIEW AND ACCEPTANCE BY THE CITY OF BAKERSFIELD a INSTALL FIRE HYDRANT MARKERS AS SHOWN ON PLANS TRAFFIC ENGINEERING DIVISION. CONTRACTOR SHALL CONFORM WITH THE CURRENT MU TCD. ❑ ALL EXISTING MONUMENT LIDS, MANHOLES, CLEANOUTS, VALVE BOXES AND CONCRETE PADS EFFECTED BY FULL DEPTH RECONSTRUCTION SHALL BE LOWERED TO THE NEW FINISH GRADE. ❑ CONTRACTORS LIM1TS OF PAVING OPERATION AT THE INTERSECTION OF 8 ® CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN OLD RIVER ROAD & MING AVENUE AND AT OLD RIVER ROAD & STOCKDALE HIGHWAY SHALL BE 5 BEYOND THE CURB RETURN LIP OF GUTTER. A88A, CASE A. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPECIFICATIONS 73-1.06. a CONSTRUCT ACCESS RAMPS AND ADJACENT CURB & GUTTER PER CAL TRANS STANDARD PLAN a CONTRACTOR SHALL CONSTRUCT CURB & GUTTER A T THE G T BUS STOPS WITH REINFORCED CONCRETE. REINFORCED CONCRETE SHALL HAVE 8 -INCH A88A, CASE C. CONCRETE FINISHES SHALL FOLLOW CAL TRANS STANDARD SPEC/FICA TIONS 73-1.06. THICKNESS WITH 3f4 REBARS (ONE REBAR FOR THE CURB AREA AND TWO ® TYPE E L OOPS SHALL BE PLACED 405' BACK OF LIMI T LINE OF INTERSECTION. DETECTOR L OOPS REBARS FOR THE UTTER PAN). PLEASE SEE SHEET 2 FOR REBAR DETAILS. AND LEAD-INS WITHIN 8' OF THE CURB FLOWUNE SHALL BE A MINIMUM OF 1.5" BELOW THE SURFACE OF THE PA VING. DE TEC TOR L OOPS SHALL BE CEN TERED ON THEIR RESPECT/ VE 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. File Name:Old River Pavement Rehab Drawn: N.GRE WAL PUBLIC WORKS DEPARTMENT Job No.: TOK232 Engineer: N. GREWAL Date: May. 14, 10 lChecked By kj , 6.1-1711 PAVEMENT REHABILITATION 2010 PHASE 1 SHEET NO. OLD RIVER ROAD- MING AVENUE TO STOCKDALE HIGHWAY 4 OF 9 0 1 2 3 F STREET AND � OF CONSTRUCTION VARIES SOUTH BOUND 4'-22' WIDTH & PHASE 3 PHASE 4 LOCA TIONS VARIES 18' I VARIES ( SEE PLAN SEE STREET PLANS FOR PAVING LIMITS VARIES NORTH BOUND PHASE 2 PHASE 1 VARIES 18' 12' Min. CHANNELIZING DEVICE STREET AND � OF CONSTRUCTION F F 1 _ VARIES OLD RIVER ROAD CONSTRUCT/ON PHASING SEE PLANS FOR LOCATIONS PHASE No. 7 NO T TO SCALE F STREET AND � OF CONSTRUCTION VARIES SOUTH BOUND PHASE 3 PHASE 4 18' VARIES 4'-22' WIDTH & 12' Min . L OCA TIONS VARIES SEE PLAN CHANNEL/ZING DEVICE SEE STREET PLANS FOR PA VING L/MI TS SOUTH BOUND PHASE 3 18' 4'-22' W/DTH & PHASE 4 LOCATIONS VARIES VARIES ( SEE PLAN SEE STREET PLANS FOR PA VING LIMI TS VARIES NORTH BOUND P HAS E 2 PHASE 1 VARIES 1 18' 00 12' Min. _.,,ECHANNELIZING DEVICE OLD RIVER ROAD CONSTRUCT/ON PHASING F SEE PLANS FOR LOCATIONS PHASE No,.2 NOT TO SCALE � STREET AND � OF CONSTRUCTION .04 F VARIES F L VARIES VARIES L NORTH BOUND SOUTH BOUND NORTH BOUND PHASE 3 PHASE 4 VARIES PHASE 2 PHASE 14'-22' WIDTH & PHASE 7 L OCA TIONS VARIES PHA SE 2 VARIES 78 12 Min . SEE PLAN VARIESNow -00 WON CHANNELIZING " DEVICE Q a OLD RIVER ROAD CONSTRUCTION PHASING SEE PL ANS FOR L OCA TIONS NO T TO SCALE PHASE No. 3 12' MINIMUM TRAVEL L ANE EXISTING No. 1 LANE Q FOURTH 0.20 LIFT -14.5 THIRD 0.20 LIFT — 15.22 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 SEE STREET PLANS FOR PAVING LIMITS OLD RIVER ROAD CONSTRUCTION PHASING SEE PLANS FOR [ OCA TIONS N07 TO SCALE PHASE No,.4 4 12' MINIMUM TRA VFI I ANF FOURTH 0.20 LIFT — WIDTH VARIES THIRD 0.20 L(FT — WIDTH VARIES SECOND 0.20 LIFT — WlD7H VARIES FIRS 0.20 L/FT — WlD7H VARIES PHASE No. 2, 4, 6 & 8 STAGGERED PA VEMENT STAG/NG NOT TO SCALE FINAL PA VEMENT STAGE NOT TO SCALE PUBLIC WORKS DEPARTMENT File Name: Old River P vm t Rehab Drawn: N. Grewal Job No.: TOK232 En gin eer: N. Grewal Date: May 14, 2010 Checked By QgQFESSIONq E AN REGIS TERED I ENGINEER C 46803 ,k Exp, 6-30-11 CITY OF BAKERSFIELD C���� 1501 TRUXTUN AVENUE qT BAKERSFIELD, CA 93301 F OF CN - 6.1 -1711 PAVEMENT REHABILITATION 2010 PHASE 1 OLD RIVER ROAD FROM MING AVENUE TO STOCKDALE HIGHWAY—PHASING DETAILS SHEE T NO. 5 OF 9 1 U W ' ry CL J Q � W uCL ❑� 0 a F— z m Q' o IJ tI ' ^ J n 1 I I oo— F—i QRpFESS/ON ID AN co REGISTERS ENGINEER � C 46803 ;;aSCALE: � "= 60' .* Exp. 6-30-11 Cl TY OF BA KER SFI EL D OLD RER ❑ (nn � , 1 BAKERSFIELD C:' 1501 TRUXNCAV9NUE330, qTF FICA��F��� REVISIONS Cu ' No. DA TE DESCRIPTION 46+90= - ?:80 - - ► - ,.-1g:00 - - --:9±-04 -. _ 20+g0--- Et+W . - 22+00 - 23+00 5 AERA ENERGY COMPLEX OLD RIVG2 ROAD C CD I E CD + > 0i 43+00 -I N N W' V F-- 0 TRAFFIC STRIPING & PAVEMENT MARKINGS SHOWN ON THE PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR o I =t U 0 0 N <E , C� z CONTACT CITY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO ANY PHASE OPERATIONS Li w z CONTRACTOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MUTCD" TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS, c� z w WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. I 0 0 J 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 WTIRK DAY, Ex SEAM R STATE FARM INSURA4CE 8 46+00 _ _ - 47.3.00... - -- 48+00. _w _ CITY OF BA KERSFIEL D, CALIFORNIA MERCY SOUTHWEST HOSPITAL PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 2 CONSTRUCTION NNNON-M PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. ICD CD 35+00 3%*00- -W-- ____ 40+00 4.1�OII 424 Jr U U - STATE FARM INSURANCE t � L OLD RIVER ROA -D _ r MERCY SOUTHWEST HOSPITAL 6.1-1711 PHASING PLAN -PHASE 1 File Nome. Old River Pavement Rehab I Drawn: N. GRE WAL PA VEMENT REHABIL ITA TION 2010 PHASE 1 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 J SHEE T NO. 6 OF 9 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. Q2 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWMSE 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 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 WTIRK 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. 8 46+00 _ _ - 47.3.00... - -- 48+00. _w _ CITY OF BA KERSFIEL D, CALIFORNIA MERCY SOUTHWEST HOSPITAL PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 2 CONSTRUCTION NNNON-M PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. ICD CD 35+00 3%*00- -W-- ____ 40+00 4.1�OII 424 Jr U U - STATE FARM INSURANCE t � L OLD RIVER ROA -D _ r MERCY SOUTHWEST HOSPITAL 6.1-1711 PHASING PLAN -PHASE 1 File Nome. Old River Pavement Rehab I Drawn: N. GRE WAL PA VEMENT REHABIL ITA TION 2010 PHASE 1 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 J SHEE T NO. 6 OF 9 1 2 3 !'l V � I►y LJLll K I V t_K {U�) IJ ICD Iv Q W AERA ENERGY COMPLEX 1� PHASING LEGEND PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION PHASE 2 CONSTRUCTION Km PHASE 4 CONSTRUCTION AREAS TO BE CLOSED DURING EACH RESPECTIVE PHASE OF THE PROJECT AS SHOWN ON THE PLANS. E W N cl- �I ry I I O O O Q) cu Q� Zzl- — ) )'V�L) L I I-_ 5 a — — — — — C- G/�' ADO 43+00 46+00 _...47.40- — 48.88. _ _ _ e 88 51 — I --moi ry N U o QI N 1 III I I I l_- Il o 0 N z w w z 0 z III CITY OF BAKERSFIELD, CALIFORNIA QRpFESS/0N F� pEAN q� REGIS TERE IL ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD �P 1501 TRUX TUN AVENUE qTF ��V1L BAKERSFIELD, CA 93301 OF CAQ REVISIONS No. DA TE I DESCRIPTION ,2 3T j ,O O C1J -- -- 39+00 --� — - 4D+AO —� 41+00 — 4Z V J 'U STATE FARM INSURANCE V � 1<l: OLD RIVER ROAD 54 15300 ` 5940 ' 1 0 Lu ► MERCY SOUTHWEST HOSPITAL MERCY SOUTHWEST HOSPITAL PHASING PLAN -PHASE 2 6.1-1711 File Name- Old River Pavement Rehab I Drawn: N. GRE WAL PA VEMENT 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 PLANS 7 OF 9 0 1 2 3 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. 22 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 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 WREN 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 1 III I I I l_- Il o 0 N z w w z 0 z III CITY OF BAKERSFIELD, CALIFORNIA QRpFESS/0N F� pEAN q� REGIS TERE IL ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD �P 1501 TRUX TUN AVENUE qTF ��V1L BAKERSFIELD, CA 93301 OF CAQ REVISIONS No. DA TE I DESCRIPTION ,2 3T j ,O O C1J -- -- 39+00 --� — - 4D+AO —� 41+00 — 4Z V J 'U STATE FARM INSURANCE V � 1<l: OLD RIVER ROAD 54 15300 ` 5940 ' 1 0 Lu ► MERCY SOUTHWEST HOSPITAL MERCY SOUTHWEST HOSPITAL PHASING PLAN -PHASE 2 6.1-1711 File Name- Old River Pavement Rehab I Drawn: N. GRE WAL PA VEMENT 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 PLANS 7 OF 9 0 1 2 3 J Q W tr C.� 0 Q z m 0 w O J t1 Q O O O rO O 1 NCD +1 �1 —,* a zl sl� ----z �1 US POST OFFICE 0 a O OLD RIVER ROAD QRp s /ON pEAN GISTERED ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 F OF CA,\ - o REV/S/ONS 1 O No. DA TE DESCRIPTION 1� roo 12+00 .� 13+00 0 IS+pct m _ __ ;6,80 ____ _ +OU — — — — — — — - 2, _- -- �- 14 w8 —+- 1 t — _ --Ig Bp —19 k00 - — ®gyp+gp _ — m -+w w 22+00 23+00 _ — L— %j4i 1= AERA ENERGY COMPLEX V 1� O 0) 3 ECD of I I ry + I �i N - o — — — — 0 — — — — — — AM 5 11-1 43+00 — 46+00 —47+00 48«8& _ _ _ 4cn �0--� 69 90 51 OO.— ED =1 - - - = — ---- -- z U LLJ z 1 W 1 z �W 0 Y UD 27+00 Ex SEAM_ — / 28+00 29+00 30+00— 3tr(i0 — t t -�- OLD RI`/ER ROAD 32+08 --- 33+88• — 34#80 STATE FARM INSURANCE PHASING LEGEND 35+00 PHASE I CONSTRUCTION PHASE 3 CONSTRUCTION RPMPHASE TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. 2 CONSTRUCTION PHASE 4 CONSTRUCTION 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 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 WORK DAY. © PHASE OF THE PROJECT AS SHOWN ON THE PLANS. 35+00 CITY OF BAKERSFIELD, CALIFORNIA \, 1 MERCY SOUTHWEST HOSPITALl I I File Name: Old River Pavement Rehab I Drawn: N. GRE WAL PUBLIC WORKS DEPARTMENT Job No.: TOK232 Engineer: N. GREWAL Date: May. 14, 10 Checked By: 0 --- CD 1CD 1+ l -i 1� oe+nn 3�+00 � 39&M __ _ 4II.+.OQ 41+00 _ _ QA IU 1 STATE FARM INSURANCE � 1� OLD RIVER ROAD MERCY SOUTHWEST rOSPITAL • 6.1-1711 PHASING PLAN -PHASE 3 PAVEMENT REHABILITATION 2010 PHASE 1 OLD RIVER ROAD FROM MING AVENUE TO GOSFORD ROAD -PHASING PLANS SHEE T NO. 8 OF 9 1 2 3 TRAFFIC CONTROL PHASING NOTES a 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 & DETOUR PLANS AND SHALL COMPLY WITH THE CONTRACTOR'S MAINTAINING TRAFFIC. 2❑ 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 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 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 TIME WITHOUT THE PERMISSION OF THE ENGINEER, CITY OF BAKERSFIELD, CALIFORNIA \, 1 MERCY SOUTHWEST HOSPITALl I I File Name: Old River Pavement Rehab I Drawn: N. GRE WAL PUBLIC WORKS DEPARTMENT Job No.: TOK232 Engineer: N. GREWAL Date: May. 14, 10 Checked By: 0 --- CD 1CD 1+ l -i 1� oe+nn 3�+00 � 39&M __ _ 4II.+.OQ 41+00 _ _ QA IU 1 STATE FARM INSURANCE � 1� OLD RIVER ROAD MERCY SOUTHWEST rOSPITAL • 6.1-1711 PHASING PLAN -PHASE 3 PAVEMENT REHABILITATION 2010 PHASE 1 OLD RIVER ROAD FROM MING AVENUE TO GOSFORD ROAD -PHASING PLANS SHEE T NO. 8 OF 9 1 2 3 QRpFESS ION pEAN g REGISTERED Cl V1L NEER C 46803 D RIVER R f—i '� � Exp. 6-30-11 *, OL ❑ D ` o CITY OF BAKERSFIELD s�9� Clv'1501 � .�� 'CD TRUXTUB KERSFI/ECD NCAvENUE 93309 F OF CAL�F�� Q �1 "t + Zzl- \-- -- - - 25-A a 0 1 -- -- - =1 1 US POST OFFICE C) ry 0 �I I ita Q) I E of I 1 c1a Oj � + 1 00 - I U o z W EX SEAM REVISIONS No. DATE DESCRIPTION 1 1 0 1� 1 _ 22+00 23+00 I Iz AERA ENERGY COMPLEX � 4 1,- 1� OLD RIVER READ .7 PHASING LEGEND 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. STATE FARM INSURANCE 57,11 11LF-IIlk [' CITY OF BAKERSFIELD, CALIFORNIA MERCY SOUTHWEST HOSPITAL PUBLIC WORKS DEPARTMENT File Name: Old River Pavement Rehab I Drown: N. GREWAL Job No.: TOK232 Engineer: N. GREWAL Dote: May. 14, 10 Checked By 1bu 1= STATE FARM INSURANCE u 1 L -L] 1� to _1n OLD RIVER ROAD �---- +p9 ❑ i ---- 1 ill V �I MERCY SOUTHWEST H❑SPITAL PHASING PLAN -PHASE 4 0 6.1-1711 PAVEMENT REHAB/CITATION 2010 PHASE 1 OLD RIVER ROAD FROM MING AVENUE TO STOCKDALE HIGHWAY -PHASING PLAN 0 SHEE T NO. 9 OF 9 1 2 3 TRAFFIC CONTROL PHASING NOTES: QALL 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, Q2 CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER D 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 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. 57,11 11LF-IIlk [' CITY OF BAKERSFIELD, CALIFORNIA MERCY SOUTHWEST HOSPITAL PUBLIC WORKS DEPARTMENT File Name: Old River Pavement Rehab I Drown: N. GREWAL Job No.: TOK232 Engineer: N. GREWAL Dote: May. 14, 10 Checked By 1bu 1= STATE FARM INSURANCE u 1 L -L] 1� to _1n OLD RIVER ROAD �---- +p9 ❑ i ---- 1 ill V �I MERCY SOUTHWEST H❑SPITAL PHASING PLAN -PHASE 4 0 6.1-1711 PAVEMENT REHAB/CITATION 2010 PHASE 1 OLD RIVER ROAD FROM MING AVENUE TO STOCKDALE HIGHWAY -PHASING PLAN 0 SHEE T NO. 9 OF 9 1 2 3