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HomeMy WebLinkAbout6.1-1751u M LIST OF DRAWINGS SHEE T 1 SHEE T 2 SHEE T 3 SHEE TS 4 - 7 SHEE TS 8- 9 SHEETS 10 Tl TL E SHEE T ROAD WAY SECTIONS DETAILS PAVEMENT RECONSTRUCTION PLAN AKERS ROAD TO WIBLE ROAD PHASING PLAN HUGHES LANE TO SOUTH H STREET PHASING PLAN BENCHMARK SEE SHEET 5 OF 71 AND SEE SHEETS 6 OF 11 & 7 OF 11 BASIS OF BEARING SEE SHEET 5 OF 11 AND SEE SHEE TS 6 OF 11 & 7 OF 11 CITY STANDARDS S-7, S-29 STATE STANDARDS CITY OO F BA : ERSFIELD 4"M I 61* FA PAVEMENT RE- HA BIL I TA TION 2011 PHASE 3: PACHECO ROAD FROM AKERS ROAD TO WIBLE ROAD PACHECO ROAD FROM HUGHES LANE TO SOUTH H STREEI A20A, A208, A20D, A24A, RSP A88A, RSP A888, ES -5A, ES -5B CONVENTIONAL SYMBOLS EA SEMEN T - - RIGH T- OF- WA Y CEN TERL INE RAILROAD TRACKS x CHAIN LINK FENCE FEDERAL PROJECT No. STPL 5709(773) __----- EXIST. CURB &GUTTER --------------- EXIST A.C. FLOWLINE EXIST EDGE OF PA VEMEN T GUARD RAIL IMPRO VEMEN TS M. ®H UTILITY SYMBOLS FIRE HYDRANT w EXI S T WA TER LINE s EXIS T SEWER LINE G EXIST GAS LINE sD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND 188 LINES G.M. POWER LINE TV EXIST UNDERGROUND T EXIST UNDERGROUND S. L. TV CABLES G. V, PHONE LINE 0 EXIST OIL LINE FO EXIST FIBER OPTIC LINE M. ®H MANHOLE �H FIRE HYDRANT -P P P 0 WER POLE O M WATER METER INSTALL DETAIL w. V. 1,769 LF EXISTING MONUMEN T N WATER VALVE 188 LF G.M. DETAIL 0 FU TORE MONUMEN T ® GA S ME TER S. L. 38 G. V, LF INSTALL S TREE T LIGHT SF GAS VALVE o_� S TREE T LIGHT W/MAST ARM $ BENCHMARK C. 0. CLEAN OUT E- A U TO SCOPE © PRE-EMPTION DEVICE LOCATION MAP NOT TO SCALE I FINAL PAY QUANTITIES I (ALL TRAFFIC S TRIPES AND PA VEMEN T MARKINGS ARE PAIN T) INSTALL DETAIL 21 611 LF INSTALL DETAIL 27B 1,769 LF INSTALL DETAIL 28 188 LF INSTALL DETAIL 31 3,118 LF INSTALL DETAIL 38 628 LF INSTALL PA VEMEN T MARKINGS 622 SF ADDITIVE ALTERNATE No. 1 FINAL PAY QUANTITIES (ALL TRAFFIC STRIPES AND PAVEMENT MARK/NGS ARE PA/NT) INSTALL DETAIL 8 18 LF INSTALL DETAIL 21 9 LF INSTALL DETAIL 38 44 LF INSTALL PAVEMENT MARK/NGS 330 SF Job No.: T11<228 File Path: K:\LDD—ENGINEERING\2010-2011\TlK228—Pacheco—Pavement—Rehab\dwg File Name: Pacheco—Pavement—Rehab. dwg STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES: CLASS A 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 QRpFESS gEAN R 2 C 46803 k Exp. 6-30-11 J']9TF CIVIL OF CA�� 0.95 MILES Lu W Li 0 J w z Q z cn m 0 Li O n O N u m N N 0 N c N U C) co (3) ry I c Q) Q) C) m i 0 U U C) m / a Q) m I Q) E Q) a m i 0 U Q) c- u m I 00 N N / 0 N I 0 0 N / z ry Li w z cD z w I 0 0 J / 04 S TREE T AND � OF CONS TRUC TION F VARIES VARIES 2' RAISE CROWN AS NEEDED TO ELIMINA TE HALL —OFF MATCH EXISTING STRAIGHTF R. IGH T GRADE"GRADE 0.30' TYPE "A " A. C. 0 VERL A Y F r/ `— 0.30' TYPE "A'• A. C. 0 VERL A Y 0.42' EMULSIFIED ASPHALT TREA TED BASE 0.42' EMULSIFIED ASPHAL T TREA TED BASE EXISTING CURB & GUTTER (TYP) EXISTING CURB &GUTTER (TYP) **: CROSS SLOPE SHALL NOT EXCEED 4% j 0.42' EMULSIFIED ASPHALT TREA TED BASE NOTE: CON TRACTOR SHALL REMOVE ENOUGH MA TERIAL TO A CCOMMODA TE 0.42' EMULSIFIED ASPHALT TREATED BASE AND 0.30' AC CAP THROUGHOUT THE LIMITS OF THIS PROJECT, IN ORDER TO COMPLY 0.30' 'TYPE A' ASPHALT CONCRETE WITH THE GRADING/SLOPING NOTES INDICATED ON THESE DETAILS. D TYP/CAL ROADWAY SECT/ON—PA CHECO ROAD HUGHES LANE TO SOUTH H STREET FLOWLINE OF SWALE HP 2, 1 2, HP 4, 4 17 4 _71 4 1r 2% EP MA TCH EXI S TING VARIES STRAIGHT G� R— ADE j S TREE T AND � OF CONSTRUCTION VARIES RAISE CROWN 112" STRAIGHT GRA�E­ 0.30' TYPE "A " A. C. 0 VERL A Y NOT TO SCALE F 2' MA TCH EXI L-0_30' TYPE "A" A.C. O VERL A Y 0.42' EMULSIFIED ASPHALT TREATED BASE 0.42' EMULSIFIED ASPHALT TREATED BASE 17.69 STATIONS OF SHOULDER BACKING (NATIVE) EXISTING CURB & GUTTER (TYP) j0.42' EMULSIFIED ASPHALT TREATED BASE 0_30' 'TYPE A' ASPHALT CONCRETE G NOTE: CON TRA C TOR SHALL REMOVE ENOUGH MATERIAL TO ACCOMMODATE 0.42' EMULSIFIED ASPHALT TREATED BASE AND 0.30' AC CAP THROUGHOUT THE LIMITS OF THIS PROJECT, IN ORDER TO COMPLY WITH THE GRADING/SLOPING NOTES INDICATED ON THESE DETAILS. TYP/CAL ROADWAY SEC T/ON—PA CHEC O ROAD AKERS ROAD TO W/BLE ROAD STA. 26+60.94 TO STA. 44+29.90 NOT TO SCALE FL 2' MATCH EXISTING S TREE T AND � OF CONSTRUCTION VARIES 112 " VARIES QRpFESSipN� ID AN REGISTERC� IL ENGINEER C 46803 I * Exp. 6-30-11 CITY OF BAKERSFIELD q CIVIL 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 F OF CA��F�� REVISIONS No. DA TE I DESCRIPTION 0.30' TYPE "A" A. C. 0 VERL A Y F 0 MA TCH E '— 0.30' TYPE "A " ' 1 A.C. 0 VERL A Y 0.42' EMULSIFIED ASPHAL T TREA TED BASE 0.42' EMULSIFIED ASPHAL T TREA TED BASE EXISTING CURB & GUTTER AND/OR A. C. DIKE (TYP) EXISTING CURB 7,,/_,,TTc_0 (TYP) j0.42' EMULSIFIED ASPHALT TREATED BASE NOTE: CONTRACTOR SHALL REMOVE ENOUGH MATERIAL TO A CCOMMODA TE 0.42' EMULSIFIED ASPHALT TREATED BASE AND 0.30' AC CAP THROUGHOUT THE LIMITS OF THIS PROJECT, IN ORDER TO COMPLY 0.30' 'TYPE A' ASPHALT CONCRETE WITH THE GRADING/SLOPING NOTES INDICATED ON THESE DETAILS. Im TYP/CAL ROADWAY SECT/ON—PA CHECO ROAD AKERS ROAD TO W/BLE ROAD STA. 21+29.90 TO STA. 26+60.94 STA. 44+29.90 TO STA. 45+78.13 NOT TO SCALE File Name: Pocheco—Pavement—Rehab Drawn: S. LOWE PAVEMENT REHABILITATION 2011 PHASE 3- PACHECO ROAD SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TIK228 IEngineer: N. GREWAL Date: Mar. 29, 11 Checked B7 � FROM AKERS ROAD TO WISLE ROAD, AND HUGHES LANE TO SOUTH H STREET 2 OF 11 -7 0 1 2 3 0 I I C) 0 C- 0 m C a� Q) a CL I 0 V N U 0 m I vi N N Y 0 N I O O N / CD z ry w w z c� z Li I D D J / AKE95 NORTH QUARTER CORNER OF SEC TION 23, T. 30S R. 27E. AKE9✓ m SCALE: I" = 40' 90AL2 EXIST. 78" PIPELINE SECTION LINE AND RAILROAD RIGHT OF WA Y S89'39 'E 'S 2642.74 -- ---{ NKDWD DITCH� TOPF BANK Iw I R/ Wl II 0 I l� I I ' o W �- EXISTING CURB AND GU T TER +EXISTING AC DIKE 22 23_ �_ i- — -- �_� 4 % C/� 14 LL - w Z SD C P / = O uj E R/W AND BLOCK WALL 10' AT&T EASEMENT - - w W w m ' U) F;'Q 10071-4;=1`71"o) W-*r:ii:iiercmere-sir 1O INSTALL 1' WIDE STOP BAR AND BAKERSFIELD,CA93307 OFCa��Fo�� CROSS WALK MARKINGS. (WHITE) O2 INSTALL TYPE IV ARROWS O3 INSTALL DETAIL 21 4O INSTALL DETAIL 31 O5 INSTALL DETAIL 38 �6 INSTALL DETAIL 27B OINSTALL DETAIL 28 UNION PACIFIC —y— SECTION LINE AND RAILROAD RIGHT OF WAY R.R. w 1 I S89 3 9 E 26 2. w� NKDWD DITCH 23N - ---TOP OFBANK cv = EXISTING CURB AND GUTTER - - _ - - - _ = El1OE OSP MFNT = _ = _ _ = _ _ — — EXISTING SWALE — LLJ 7/ J 7-1 Cr_ % _ W , 6 C F- V7 O v w 2,> AC Q — — c w �_ __.... — — — e— W o. 4 U)' 4❑ s I R/W AND BL Oi L TS OF CO T. 1 3o SF KA THIMAE C/T Y OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT �,A&J'FA �I S YMB OLS ADJUST MANHOLE LID, FRAME AND COVER. PER C.O.B. DRAWING S-7. ® ADJUST MONUMENT LID, FRAME AND COVER. PER C.O.B. DRAWING S-29. W.V. �Q WATER VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. AT&T MANHOLE TO BE EO ADJUSTED BY OTHERS. INSTALL 6' x 50' TYPE "C" LOOP. O INSTALL 6' DIAMETER TYPE "E" LOOP. CONSTRUCT/ON NOTES 1❑ CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS A T LOCA TIONS INDICATED ON THE PLANS E2 CONTRACTOR SHALL CONSTRUCT ACCESS RAMP PER CASE "C" ACCESS RAMP DETAIL ON SHEET J. E3 NO ACCESS RAMP SHALL BE CONSTRUCTED NOR MODIFIED. l CONTRACTOR SHALL CONSTRUCT CASE "A" ACCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLAN RSP A 88 (DA TED SEPTEMBER O1, 2006) QRpFESS /pN�\ pEAN /ice,/ REGISTER P VlL ENGINEER C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD qTF 1501 NAVENUE 1 BAKERSFIELD,CA93307 OFCa��Fo�� REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF 3 / / 3 4 BEHIND THE LIMIT LINE/STOP BAR. LEGEND FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF PULVERIZATION AND EXCAVATION SHALL CONFORM TO THE ROADWAY SECTIONS ON SHEET 2 OF THESE PROJECT PLANS. kw T-- J— r-2 — — — — — — L I File Name: Pacheco -Pavement -Rehab Drawn: S. LOWE Job No.: TIK228 Engineer: N. GREWAL Date: Mar. 29, 11 Checked By.- y4- R/W AND BLOCK WALL ✓7 -REST �n -- 00 W co = 4"FORCE MAIN �— — —¢U) S8Q'3'S " 11 2 — — U) W i w -i J w �. t _� F"_ .--- -- — w -- __ w U) PAVEMENT 9ECONSTIZUCTI0N PLAN PAVEMENT REHABILITATION 2011 PHASE 3 PACHECO ROAD FROM AKERS ROAD TO WIBLE ROAD . I - l7sl SHEE T NO. 4 OF I1 0 1 2 3 GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILI TY FOR L OCA TING U TILT TIES /N THE FIELD IS PLACED SOL EL Y ON THE CONTRACTOR. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. 3 THE POSTED SPEED LIMIT ON PACHECO ROAD, WEST OF WIBLE ROAD IS 50 M.P.H.; THEREFORE, THE TYPE "E" ADVANCED DETECTOR LOOPS SHALL BE INSTALLED 345' BEHIND THE LIMIT LINE/STOP BAR. 4 THE POSTED SPEED LIMIT ON PACHECO ROAD, EAST OF WIBLE ROAD IS 45 M.P.H.; THEREFORE, THE TYPE "E" ADVANCED DE TEC TOR LOOPS SHALL BE INSTALLED 285' BEHIND THE LIMIT LINE/STOP BAR. kw T-- J— r-2 — — — — — — L I File Name: Pacheco -Pavement -Rehab Drawn: S. LOWE Job No.: TIK228 Engineer: N. GREWAL Date: Mar. 29, 11 Checked By.- y4- R/W AND BLOCK WALL ✓7 -REST �n -- 00 W co = 4"FORCE MAIN �— — —¢U) S8Q'3'S " 11 2 — — U) W i w -i J w �. t _� F"_ .--- -- — w -- __ w U) PAVEMENT 9ECONSTIZUCTI0N PLAN PAVEMENT REHABILITATION 2011 PHASE 3 PACHECO ROAD FROM AKERS ROAD TO WIBLE ROAD . I - l7sl SHEE T NO. 4 OF I1 0 1 2 3 w O J W z Q V) m 0 w O J 0 �t I I m M N ao N 0 (N 0 N a V) a Q) ry I Q) E Q) n I 0 V a� U / 3 / m I C (D E Q) 0 n I 0 m I ui N N V / 0 N I 0 0 N c� z w w z 0 z w I 0 0 J / M LEGEND rULL UtH i H RECLAMATION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF PULVERIZATION AND EXCAVATION SHALL CONFORM TO THE ROADWAY SECTIONS ON SHEET 2 OF THESE PROJECT PLANS. FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS AS ADDITIVE ALTERNATE. THE DEPTH OF PULVERIZATION AND EXCAVATION SHALL CONFORM TO THE ROADWAY SECTIONS ON SHEET 2 OF THESE PROJECT PLANS. STRIPING NOTES OINSTALL 1' WIDE STOP BAR AND CROSS WALK MARKINGS (WHITE) (DINSTALL TYPE IV ARROWS 03 INSTALL DETAIL 21 4OINSTALL D4 DETAIL 31 0INSTALL ROADWAY TO BE DETAIL 38 0INSTALL AT&T DETAIL 27B 07 MANHOLE TO BE DETAIL 28 ^INSTALL 1 Q 1 /n/crn/ / ncrnII D d-� LU 00 Cot— M - - �- — — ALE �.- — — W ' 6,. 6 H 24 ._ - CIO W E _ Lu U) R/W AND BLOCK WALL a I 1 � � a 'lo -2 #'=P A WIBLE A fROAV W/BLE V ROAD RAIL ROAD R/W _ - NORTHEAST CORNER, SECTION 23, T. 30 S., R. 27 E., M.O. B M 770N 1LIN NKDWD DITCH 23- _-�- - OF B4kK ,�L11VIll A /I// T IC11 ic J EXIST. SEWER LIFT STA TION ADDITIVE ALTERNATE No.1 . m CITY OF BAKERSFIELD, CALIFORNIA _90A0_ 2 BASIS OF BEARING THE CENTERLINE OF PACHECO ROAD FROM THE MONUMENT A T THE INTERSECTION OF MARBLE STREET AT STA. 34+90.11, TO THE MONUMENT AT THE INTERSECTION OF WIBLE ROAD AT STA. 46+42.76 WAS USED AS THE BASIS OF BEARING = SOUTH 89° 03' 59" EAST BENCHMARK THE MONUMENT A T THE CEN TERL INE IN TERSEC TION OF PACHECO ROAD AT WIBLE ROAD, STA. 46+42.83 OFFSET 13.97 FEET RIGHT SCALE: 1 40' MONUMENT ELEV.= 371.38 NAD27 DA TUM " = PUBLIC WORKS DEPARTMENT File Nome: Pacheco -Pavement -Rehab Drawn: S. LOWE Job No.: T1K228 Engineer: N. GREWAL Date: Mar. 29, 11 Checked By A9Z W/BLE A 90AL2 W/BLE V ROAD QROFESS/O,y io AN REGISTERED lL EN INFER C 46803 * Exp. 6-30-11 Cl TY OF BAKERSFIELD /X �P Cm 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93,301 CA��F REVISIONS No. DA TE I DESCRIP TION ----------------------- —r - MANHOLE NOT -FOUND IN-FIEL-D S YMB OLS CONSTRUCTION NOTES 1F CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON THE PLANS. a2 CONTRACTOR SHALL CONSTRUCT ACCESS RAMP PER CASE "C" ACCESS RAMP DETAIL ON SHEET 3. 3 NO A CCESS RAMP SHAL L BE CONS TRUC TED NOR MODIFIED, 4� CONTRACTOR SHALL CONSTRUCT CASE "A " ACCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLAN RSP A 88 (DA TED SEPTEMBER O1, 2006) GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BES T INFORMA TION SUPPL IED B Y THE VARIOUS U TIL I T Y COMPANIES FINAL RESPONSIBILI TY FOR LOCA TING UTILI TIES IN THE FIELD IS PLACED SOLEL Y ON THE CONTRACTOR. 2 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. 3 THE POSTED SPEED LIMIT ON PACHECO ROAD, WEST OF WIBLE ROAD IS 50 M.P.H.; THEREFORE, THE TYPE "E" ADVANCED DETECTOR LOOPS SHALL BE INSTALLED 345' BEHIND THE LIMIT LINE/STOP BAR. 4 THE POSTED SPEED LIMIT ON PACHECO ROAD, EAST OF WIBLE ROAD IS 45 M.P.H.; THEREFORE, THE TYPE "E" ADVANCED DETECTOR LOOPS SHALL BE INSTALLED 285' BEHIND THE LIMIT LINE/STOP BAR. PAVEMENT 9ECONS7-IfUC7-I0N PLAN PAVEMENT REHABILITATION 2011 PHASE 3 PACHECO ROAD FROM AKERS ROAD TO WIBLE ROAD 4�Tv SHEET NO. 5OFII 0 1 2 3 ADJUST MANHOLE LID, FRAME AND COVER. PER C.O.B. DRAWING S-7. ® ADJUST MONUMENT LID, FRAME AND COVER. PER C.O.B. DRAWING S-29. W.V. D4 WATER VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. AT&T MANHOLE TO BE ADJUSTED BY OTHERS. INSTALL 6' x 50' TYPE "C" LOOP. O INSTALL 6' DIAMETER TYPE "E" LOOP. CONSTRUCTION NOTES 1F CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON THE PLANS. a2 CONTRACTOR SHALL CONSTRUCT ACCESS RAMP PER CASE "C" ACCESS RAMP DETAIL ON SHEET 3. 3 NO A CCESS RAMP SHAL L BE CONS TRUC TED NOR MODIFIED, 4� CONTRACTOR SHALL CONSTRUCT CASE "A " ACCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLAN RSP A 88 (DA TED SEPTEMBER O1, 2006) GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BES T INFORMA TION SUPPL IED B Y THE VARIOUS U TIL I T Y COMPANIES FINAL RESPONSIBILI TY FOR LOCA TING UTILI TIES IN THE FIELD IS PLACED SOLEL Y ON THE CONTRACTOR. 2 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. 3 THE POSTED SPEED LIMIT ON PACHECO ROAD, WEST OF WIBLE ROAD IS 50 M.P.H.; THEREFORE, THE TYPE "E" ADVANCED DETECTOR LOOPS SHALL BE INSTALLED 345' BEHIND THE LIMIT LINE/STOP BAR. 4 THE POSTED SPEED LIMIT ON PACHECO ROAD, EAST OF WIBLE ROAD IS 45 M.P.H.; THEREFORE, THE TYPE "E" ADVANCED DETECTOR LOOPS SHALL BE INSTALLED 285' BEHIND THE LIMIT LINE/STOP BAR. PAVEMENT 9ECONS7-IfUC7-I0N PLAN PAVEMENT REHABILITATION 2011 PHASE 3 PACHECO ROAD FROM AKERS ROAD TO WIBLE ROAD 4�Tv SHEET NO. 5OFII 0 1 2 3 w 0 J w z Q U) m 0 w O m 0 I I n 0 N G) N V a 0 a) 0, C) 0 a> m I C Q) E 0 I 0 v U 0 n 0-) / .Q 0 N I C Q) a m I 0 V V 0 I 00 N N Y F- O N I O O N / O Z_ W W W Z O z W I D -. Lu Lu C:> 7 - Cf) Cn + Cn CV = Q ~ C!) F - Lu = J � O m Q Lu ui U) HUGHES LANE m NORTH QUARTER CORNER, SECTION 24, T 30 S , R.27 E., M. D. B. M. HUGHE✓ �-► C 8 1 8 SF , 1 109 SF I ' / \ Lu i— ... __ .. r ui 5,, 1 F ��'' • C-0 U)N i CN _ LL Z z Lu C LF .4'U L �� J Z�UeFP / o Lu Q m a 1 67 SF SEWER MANHOLE NOT FOUND IN FIELD UJ a 1 10 SF I U) CHINA PEAK I LANE Wig Y 2 CONSTRUCTION NOTES: 1❑ CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON THE PLANS E2 CONTRACTOR SHALL CONSTRUCT ACCESS RAMP PER CASE "C" ACCESS RAMP DETAIL ON SHEET 3. E3 NO ACCESS RAMP SHALL BE CONSTRUCTED NOR MODIFIED. 4❑ CONTRACTOR SHALL CONSTRUCT CASE "A " ACCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLAN RSP A 88 (DA TED SEPTEMBER O1, 2006) GENERAL NOTES : 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONSIBILI TY FOR LOCA TING UTIL I TIES IN THE FIELD IS PLACED SOL EL Y ON THE CONTRACTOR. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. 3 THE POSTED SPEED LIMIT ON PACHECO ROAD, WEST OF WIBLE ROAD IS 50 M.P.H.; THEREFORE, THE TYPE "E" ADVANCED DETECTOR LOOPS SHALL BE INSTALLED 345' BEHIND THE LIMIT LINE/STOP BAR. 4 THE POSTED SPEED LIMIT ON PACHECO ROAD, EAST OF WIBLE ROAD IS 45 M.P.H.; THEREFORE, THE TYPE "E" ADVANCED DETECTOR LOOPS SHALL BE INSTALLED 285' BEHIND THE LIMIT LINE/STOP BAR. IJ�U" J SCALE: 1 " = 40' SYMBOLS aADJUST MANHOLE LID, FRAME AND COVER. PER C.O.B. DRAWING S-7. ® ADJUST MONUMENT LID, FRAME AND COVER. PER C.O.B. DRAWING S-29. W.V. WATER VALVE IN ROADWAY TO BE ADJUSTED BY OTHERS. AT&T MANHOLE TO BE ADJUSTED BY OTHERS. INSTALL 6' x 50' TYPE "C" LOOP. O INSTALL 6' DIAMETER TYPE "E" LOOP. BASIS OF BEARING THE CENTERLINE OF PACHECO ROAD FROM THE MONUMENT A T THE INTERSECTION OF HUGHES LANE A T STA. 20+00, TO THE MONUMEN T A T THE INTERSECTION OF CHINA PEAK WAY AT STA. 27+31.88 WAS USED AS THE BASIS OF BEARING = SOUTH 89' 19' 43" EAST BENCHMARK THE MONUMEN T A T THE CEN TERLINE IN TERSEC TION OF PACHECO ROAD AT CHINA PEAK WAY, STA. 27+31.88 MONUMENT ELEV. = 369.27 NAD27 DA TUM QRpFESS/ON pEAN A, W REGISTERED_ 11 ENGINEER � C 46803 * Exp, 6-30-11 CITY OF BA KER SFI EL D 9 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA��F�� REVISIONS No. DA TE DESCRIP TION 271 / / 371 / / 471 / / LEGEND FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. THE DFFTH OF PULVERIZATION AND EXCAVATION SHALL CONFORM TO THE ROADWAY SECTIONS ON SHEET 2 OF THESE PROJECT PLANS. STRIPING NOTES: 1O INSTALL 1' WIDE STOP BAR AND CROSS WALK MARKINGS. (WHITE) D INSTALL TYPE /V ARROWS O3 INSTALL DETAIL 21 4O INSTALL DETAIL 31 O5 INSTALL DETAIL 38 MT. SUSAN WAY I I 0 Lu + Lu CO = co Cn Q' U) U_ LU uj z J Lu .J U � Q ::D uj 2i UJ U) PAVEMENT 9EC0N0T-9UC7-I0N PLAN /7y/ File Name: Pacheco -Pavement-Rehab lDrawn: S. LOWE PAVEMENT REHABILITATION 2011 PHASE 3 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIAPUBLIC WORKS DEPARTMENT Job No.: T1K228 Engineer. N. GREWAL Date: Mar. 29, 11 Checked By.- PACHECO ROAD FROM HUGHES LANE TO SOUTH H STREET 6 OF 11 0 1 2 3 w 0 J W z Q m 0 w 0 J n 0 I I d. t� 0 N rn N SCALE: = 40 cam' 0 w� + _ �W W �/ `Z / cQo _ L1J n W tt A` co El �--►2 PACHECO- BA SIS OF BEARING THE CENTERLINE OF PACHECO ROAD FROM THE MONUMENT AT THE INTERSECTION OF HUGHES LANE AT STA. 20+00, TO THE MONUMENT AT THE INTERSECTION OF CHINA PEAK WAY AT STA. 27+31.88 WAS USED AS THE BASIS OF 10 SF I 50U7 -H H STREET Immm'77 I II iAi I I QRpFESSION\ Rq�l TRE LENGNEEREGIS 0 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD ENUEq CIVI\- BAK ERSFIELD,NCAV 93301 TF OF CA_\F REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / 4 / / 8' � ba I _T Z-- _ ® ----------------- Z12- --._...-----.--_..._--___._.....-__._Z12tt 0I c jjj t IEIEIE j 50UTH H 5rREET LEGEND FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. THE DEPTH OF PULVERIZATION AND EXCAVATION SHALL CONFORM TO THE ROADWAY SECTIONS ON SHEET 2 OF THESE PROJECT PLANS. 0 C) C_ Q) ry I C_ Q) Q) C_ U 0 n U) 0 n O 0 0 2 n 0 0 M., PHASING LEGEND L_ Lt�tLLL PHASE I CONSTRUCTION LL WORK AREA -LLLLLLL PHASE 2 CONSTRUCTION WORK AREA REAS SHALL REMAIN OPEN EXCEPT DURING THE FULL DEPTH RECLAMATION AND PAVING PROCESS(ES). VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED 0.20' WHEN NOT CLOSED. TRAFFIC CONTROL PHASING NOTES: ml ALL TRA FFIC STRIPING AND PA VEMEN T MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR To CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS CON TRA C TOR SHALL COMPL Y W TH THE CURRENT V. U. T C, D. [_21 NOT USED. [-3] CON TA C T Cl TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO CONSTRUCTION OF ANY PHASE. F-41 CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M.U. TC.D. To SL 0 W TRAFFIC To 15 MPH THROUGH IN TERSEC TIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. F5_1 NOT USED. F6_1 SHEETS 8 THRU 11 ARE EXCL USI VEL Y FOR PROJECT PHASING. CON TRA C TOR SHALL INSTALL APPROPRIATE CONSTRUCTION SIGNING PER THE CURRENT "M.U.TC.D." FL STREET AND � OF CONSTRUCTION FL VARIES VARIES WEST BOUND I EAS -117 BOUND PHASE 2 WIDTH VARIES PHASE 1 WIDTH VARIES 10' Min. 10' Min. 2' Min. I TEMPORARY STRIPING — CHANNELIZING SEE PA VEMEN T FULL DEP 1H RECLAMA TION PLANS FOR PAVING LM TS PACHECO ROAD CONSTRUCTION PHASING SEE PLANS FOR L OCA TIONS NOT TO SCALE PHASE No.7 Qgcjf S /O/V, AN E "G1 S 7- RED ENGINEER C 46803 Exp. 6-30-11 Cl TY OF BAKERSFIELD C/-V�\_ 1501 TRUXTUN AVENUE QF- CpAk_ BAKERSFIELD, CA 93301 REVISiONS No I OA TE I DESCRIP TION I An PHASE No. 1 GENERAL NOTES: 1 CON TRA C TOR SHALL COMPL Y W` TH THE CURRENT "u. U. T C. D. " FOR ALL TRAFFIC CONTROL AND DETOUR SIGNING. —1 a 9 a v u a 9 1 .... 44444444-t thn +44 fl 7 7 KA THIMAE LANE HASA SINGLE INGRESS AND EGRESS, THEREFORE THE CONS CTOR I IRKRI, _y_ __y_ _y_ - T - _y_ _T SHALL MAINTAIN ACCESS DURING PHASE _T 7- T_ N_S)FUC_T10_�. —y— —y- Y_ _T T-0 _y_ -)r-- T T 7 -y- -y- T_ -7 7- -7- -y -y- - -------------v-_ 20 22 -0- 25 24 _40- J 31 32 35 w 4r----_ ....... -. . . . . .... ........ i _E771— L., I LLLLLLLLLLL-LLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLL _LLLLL_L_L_L_LLLLLL.i LLLLLLL�.-.t.--I—L!--Il--Lt...-[..-[,—L-,.LL.-"-.-L --- LL a E_ LLLLLLLLLLLLLL LL_;LLLL_LLLLLLLLLLLLLL LL L! LL LL LL LL L +1 t 90AP 11 I II I PACHECO- lit MARBLE AM, fA 5MEET* ROA 119 M MIMA E LANE I HALF—WIDTH OF EXISTING ROADWAY I HALF—WIDTH OF EXISTING ROADWAY -------------------------- ------ ------------------- 7MA �p :,',EMU TSIF S HX 'REAl -T r0:8ASE L, ------------------------- - PHASE No. I FULL DEPTH RECLA MA TION FA VEMEN T S TA GING NOT TO SCALE FINAL 0.30' PAVEMENT LIFT—WIDTH VARIES PAVEMENT JOINTS SHALL BE ON LANE LINES ........... FINAL PA VEMEN T IS TA GE NOT TO SCALE C/7y OF BAKERSFIELD, CALIFORNIA IIS � I� I__ T XR: IXR LL 37 36 59 40 - 41 42 45 44 45 46 . . . ....... ......... . . LLL LLLLLLLL; Ei LLLLLLLLLLLLL_LLL5 LLL_LLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLFEF - ------- I I Ll 11-ILLIIIIILIII III, ,.-It-l.-LLL��-LLLLLLLLLLLLLLLLLLLLLLLLL LLLL--L Ili I I-L-L-_LLLLLLL-LIJ-Li-L-LJ--LL-Li-L- L L. L L L L L L L L L L_ L L L L L L L L L L L L. -L L L L L L L L L L L I LLLLLLLLLL TF_ LULA I PACHECO 90AP lit PUBLIC WORKS DEPARTMENT File Nome: Pacheco -Pavement -Rehab I Drawn: S. LOWE Job No.: TIK228 lEngineer: N. GREWAL Date: Mar. 29, 11 1 Checked By. 4 PKOJECT'PHAOINO PL.,o PAVEMENT REHABILITATION 2011 PHASE 3 PACHECO ROAD, AKERS ROAD TO WIBLE ROAD SCALE, 1 60' SI -IEE T NO. 8 OF II 0 1 2 3 0 CD (D-) _D 0 C_ Q) C Q) n V) 0 CL V) C 0 0 n 0 m 0 R PHASING LEGEND -LLLLLLLL PHASE WORK I CONSTRUCTIONE AREA m REAS SHALL REMAIN OPEN EXCEPT DURING THE FULL DEPTH RECLAMATION AND PAVING PROCESS(ES). -LLLLLLLL VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED lirl PHASE 2 CONSTRUCTION 0.20' WHEN NOT CLOSED. I =,,I 11711 WORK AREA TRAFFIC CONTROL PHASING NOTES: FIALL TRA FFIC STRIPING AND PA VEMEN T MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CON TRA C TOR SHALL COMPL Y W` TH THE CURRENT V U. T C. D. F-21 NOT USED. F3_1 CON TA C T Cl T Y OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE R4 CON TRA C TOR SHALL USE A PPROPRIA TE SIGNING FROM THE CURRENT I". U. T C. D. TO SL 0 W TRAFFIC TO 15 MPH THROUGH IN TERSEC TIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. R5 NOT USED. F61 SHEETS 8 THRU 11 ARE EXCL USI VEL Y FOR PROJECT PHASING. CON TRA C TOR SHALL INSTALL A PPROPRIA TE CONS TRUC TION SIGNING PER THE CURRENT V. U. T.C.D. 5 FL STREET AND � OF CONSTRUCTION VARIES WEST BC:)UN[D PHASE 2 WIDTH VARIES low VARIES EAST BC)UNE:) PHASE 1 WIDTH VARIES 2' Min_ I_ 10' Min. 10' Min. -JL L F '"VLIVILIVI FULL LIF -1-11-7 RECLAMATION PLANS FOR PAVING LIMITS yglj I I / 0/v AN << C-1) & Ql) FL REGISrERED ENGINEER L- rTl C 46803 Exp. 6-30-11 Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CA 93301 OF Cp,�_ PACHECO ROAD CONSTRUCTION PHASING SEE PLANS FOR L OCA TIONS NOT TO SCALE PHASE No.2 REVISIONS No. DA TE DESCRIP TION PHASE No. 2 GENERAL NOTES: 1 CON IRA C TOR SHALL COMPL Y W` 7H THE CURRENT Im. U. T C. D. " FOR ALL TRAFFIC CONTROL AND DETOUR SIGNING. 7iI IT -7 _I �_ H _h :Jl44#tM KA THIMA E LANE HA 5 A SINGLE INGRESS IRR AND EGRESS, THEREFORE THE CONTRACTOR 7— SHALL MAINTAIN ACCESS DURING PHASE' - __l_C6N_S)pdC_T16�_ _y_ -\f- T_ �7- A AND ----------------- ------- 22 25 I I i m LJ I 7 t -- -- 1 4) t &III PACHECO II I I 1 11 r KOAt? I� T a ER5 ROAD HALF- WID TH OF EXISTING ROA D WA Y MALI-MU11-1 Ur KU1iUWAr ... .. .... .... .. EMULSIFIED= A L T ENULSIF SPHA REA UEDBASE:,� . .... . ... .. ......... .. PHASE No. 2 FULL DEPTH RECLA MA TION PA VEMEN T S TA GING NOT TO SCALE FINAL 0 JO' PA VEMEN T L IF T- WD TH VA RIES PA VEMEN T JOIN TS SHALL BE ON LANE L INES FINAL PA VEMEN T S TA GE NOT TO SCALE CRY OF BAKERSFIELD, CALIFORNIA ;===7 1 XR XR ... . ...... . . __ Wi _ -- �I i � � �I, u —PACHECO 90A0 PUBLIC WORKS DEPARTMENT FilelVGme.*Pocheco-Povement-RehobI Drawn: 5, LOWE Job No.: T1K228 Engineer: N. GREWAL Date: Mor. 29, 11 Checked By. PKOJEC7- PHAOINO PLS FA VEMENT REHABILITATION 2011 PHASE 3 PACHECO ROAD, AKERS ROAD TO WIBLE ROAD SCALE: 1 60' SHEE T NO. 9 OF 1I 0 1 2 3 w 0 w w z Q m 0 w O w O I I N LO O 0 N c N C) U U) c - I E 0 I o - V V a cn U 0 i 0 co 0, 0 .3 C) 0 O m w O w i 61 PHASING LEGEND _L_L__L_L_L_L_L_d LLLLLLL PHASE I CONSTRUCTION AREAS SHALL REMAIN OPEN EXCEPT DURING THE LLLLLLL WORK AREA Fm FULL DEPTH RECLAMATION AND PAVING PROCESS(ES). VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED PHASE 2 CONSTRUCTION 0.20' WHEN NOT CLOSED. WORK AREA L��Tl I TRAFFIC CONTROL PHASING NOTES 10 ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS CONTRACTOR SHALL COMPL Y W1 TH THE CURRENT "M. U. T. C. D. 2a NOT USED. CONTACT C/TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERA TIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CON TRACTOR SHALL USE APPROPRIA TE SIGNING FROM THE CURRENT "M. U. T. C. D. " TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THAT REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES. M NOT USED. © SHEETS 8 THRU 11 ARE EXCL USI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIA TE CONSTRUCTION SIGNING PER THE CURRENT V. U. T C. D. 0 SCALE: 1 " = 60' STREET AND � OF CONSTRUCTION F F VARIES VARIES WEST BOUND I EAST BOUND PHASE 4 WIDTH VARIES PHASE 3 WIDTH VARIES 15' Min. _ I 14' Min. _ 16' Min. TEMPORARY STRIPING — CHANNELIZ/NG ' I DEVICE —� SEE PA VEMENT FULL DEPTH RECLAMA TION PLANS FOR PA VING LIMI TS PACHECO ROAD CONSTRUCT/ON PHASING SEE PLANS FOR L OCA TIONS NOT TO SCALE PHASE No. 3 QRpFESSIpN F� ID AN ID REGI RED Vl ENGINEER C 46803 * Exp. 6-30-11 Cl TY OF BAKERSFIELD 1501 TRUX TUN A VENUE qTF CI Vl \- pF�� BAKERSFIELD, CA 93,301 OF CALF REVISIONS No. DA TE DESCRIP TION 1 / / 471 / / PHASE No. 3 GENERAL NOTES 1 CONTRACTOR SHALL COMPL Y W1 TH THE CURRENT "M. U. T. C. D. " FOR ALL TRAFFIC CONTROL AND DETOUR SIGNING. I� II I I; CHINA K WAY MT. AN WAY II I 21 22 25 24 II I I II _.LL_LLLLLLLLLLLLLLLL_LLLLLLLLLLLLL_L 25 27 LLLLLLLLLLLLLLLL.LLL.LLLLLLI..E_..Li_..LL(._.LLLLLLLLLLLLLLLLL.LL. _LLLLL.E_LLLLLLLLLLLLLLLI LLQ 1 LLLLL_LLLLLL LLL.LLLLLLL LLLL L LLL_LLLI L 29 � L32 —► _LL LLLLL! LLLLLLLL LLLLLLLLLLLLLLL LLLLLL LLLLLLLL! LLLL LLLLLLLLLLLLLLLLLLLLL! LL[ LLLLLL_(((( LLLLLL"LLL( LLLLLL L LL L LL LLLLLLL LLLLLL[ LLLLLLLLLLLL LLLLLLLL( LLLLL:_"L[_ LLLLLLL( LLL -1-L. LLQ i_ _L LLLL LLLL! L% L __((LLLLLLL37 L L L L ' I ' LLLLLL LLLLL.LLLLLI_i_.Li_..(..LLLLLi_..i� LLL.LLLLL(...-L-LLL-LLLLLLLL(_- 1L_LL..LLLLLi_.-.L.LLI__I-L-LLLL.LL...LLL.LLLf_ LLL.LLLLLi..."LLLLLLLL L.LL(_.L.LL.LLL.LLLL�_LL.LLLLLL LLL_L_1- i.._._ i_. LLLL LLL I__�._L'LLLLL_ LL_L. _�__i...._LLLi..W.LLLLLL� _ T LLLLLL-L®Le_L__(._L LL L LLLLLe.LLL LLL L_L -"LLLL LLLL L.._ LL..L.._L._Lw. L......._L__ _.L..1.._L.l...._ I_ L._._L".L_t._.I_L.L L_L.._L_!"_L I._.._ .LLLLLL LLLLLL. LL L_ I I LLL_ // I I PACHECO COAD t �� ► �( � � 1 I� I _ HALF- W/D TH OF EX/STING ROADWA Y HALF- W/D TH OF EXISTING ROA DWA Y d- ------------ - - - ------------------------------� I TREa rEo BASE , ......... ........... PHASE No, I FULL DEPTH RECLAMA TION PA VEMENT STAG/NG NOT TO SCALE FINAL 0.30' PAVEMENT L/FT-WIDTH VARIES PAVEMENT JOINTS SHALL BE ON LANE LINES FINAL PA VEMENT STAGE NOT TO SCALE I 1 I Aw 42 -LLLLLLLLLLLLLLLLLLLLLLLLL . ,.e>....._ ___ _ - _ _:- �,....... ®t...__ - 4 .... _ " __ 44 5 LLLLLL.(.LLL_LLLLLL.LLLLLL....LLLLLLLLLLLLL_LLLLLLLLLLLLL.LLLL_LLLLL.LLLL.LLLLLL_LLL_L L_L_LLL_LLLLLLLLL_LLL_LLLLLLLLLLLLLµLLL Q LLLLLLLLLLLLLLL_LLLLLLLLLLLLLLLLLLLLLLLLL_LLLLLLLLLL_LLLLLL_LLL_LLL_L_LL_LL-LL_LL LLLLLL L_L_L_L LLLLE L_LLL_LLLLLLLLLLLLLL L.I.__ LLLLLL..._LLL.LLL.._LL LL-L._LL.Li._ ` LL.L_...L-I_ L_LL._.LLLL_ LLLLLLLLLLLLLLLLLLLLLLLLL.LLLLLLI_LL. PA CHL'CO 90A D ' I' I I� II CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: Pacheco-Pavement-Rehob I Drawn: S. LOWE Job No.: T1K228 Engineer: N. GREWAL Date: Mar. 29, 11 1 Checked By. goo __ 61 f �OJECT PHASING PLA PA VEMENT REHABILITA TION 2011 PHASE 3 PACHECO ROAD, HUGHES LANE TO SOUTH H STREET j1 r SHEET NO. 10 OF 11 0 1 2 3 N O 0 N rn V' N V 0 0 .Q I 0 E 0 n I 0 U V U / Cn U 0 I O c U 0 n / O m w O TRAFFIC CONTROL PHASING NOTES 11 ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CON TRACTOR SHALL COMPL Y W1 TH THE CURRENT W. U. T. C. D. [2 NOT USED. Q3 CONTACT C/TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M. U. T. C. D. TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THA T REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES, 55 NOT USED. © SHEETS 8 THRU 11 ARE EXCLUSI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIA TE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T. C. D. 0 uU SCALE: 7 " = 60' STREET AND � OF CONSTRUCTION FL F VARIES VARIES Do - WEST BOUND I EAST BOUND PHASE 4 WIDTH VARIES PHASE 3 WIDTH VARIES I 6' Min_ 12' Min. 14' Min. JLL I rI VLIV/L/V I I VLL L/LI III RECLAMATION PLANS FOR PAVING LIMITS PACHECO ROAD CONSTRUCT/ON PHASING SEE PLANS FOR L OCA TIONS NOT TO SCALE PHASE No.4 QROFESS/�N PHASING LEGEND -LLLLLLLL -.L.L.L.L.L.L.L.L PHASE WORK I CONSTRUCTION AREA Mw AREAS SHALL REMAIN OPEN EXCEPT DURING THE FULL DEPTH RECLAMATION AND PAVING PROCESS(ES). VERTICAL GRADE DIFFERENCE SHALL NOT EXCEED * Exp. 6-30-11 CITY OF BAKERSFIELD q CIVIL ��P 1501 TRUXTUN AVENUE F OF CA��F�� PHASE 2 CONSTRUCTION 0.20' WHEN NOT CLOSED. REVISIONS No. WORK AREA DESCRIP TION 1 TRAFFIC CONTROL PHASING NOTES 11 ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHOWN ON THE PROJECT PHASING PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO CORRESPOND WITH THE TRAFFIC CONTROL AND PHASING PLANS. CON TRACTOR SHALL COMPL Y W1 TH THE CURRENT W. U. T. C. D. [2 NOT USED. Q3 CONTACT C/TY OF BAKERSFIELD TO ADDRESS TRAFFIC SIGNAL OPERATIONS PRIOR TO CONSTRUCTION OF ANY PHASE. ® CONTRACTOR SHALL USE APPROPRIATE SIGNING FROM THE CURRENT "M. U. T. C. D. TO SLOW TRAFFIC TO 15 MPH THROUGH INTERSECTIONS THA T REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES, 55 NOT USED. © SHEETS 8 THRU 11 ARE EXCLUSI VEL Y FOR PROJECT PHASING. CONTRACTOR SHALL INSTALL APPROPRIA TE CONSTRUCTION SIGNING PER THE CURRENT "M. U. T. C. D. 0 uU SCALE: 7 " = 60' STREET AND � OF CONSTRUCTION FL F VARIES VARIES Do - WEST BOUND I EAST BOUND PHASE 4 WIDTH VARIES PHASE 3 WIDTH VARIES I 6' Min_ 12' Min. 14' Min. JLL I rI VLIV/L/V I I VLL L/LI III RECLAMATION PLANS FOR PAVING LIMITS PACHECO ROAD CONSTRUCT/ON PHASING SEE PLANS FOR L OCA TIONS NOT TO SCALE PHASE No.4 S47I / / PHASE No. 4 GENERAL NOTES 1 CONTRACTOR SHALL COMPL Y W1 TH THE CURRENT "M. U. T. C. D. " FOR ALL TRAFFIC CONTROL AND DETOUR SIGNING. CHINA AK WAY MT. AN WAY LiA HALF- WID TH OF EXISTING ROA DWA Y I ---------------------�____- / 3 ($ p 7777 j7j7 ; J 32 � ' ; 1� i 1 I I i 11 It 11 1*1 ILI I �_Iwli �► ------------------ PACHECO 90A it? T ),� i I nALr -mum Or ROADWAY EMULSIFIED: ASPHAL T TREATED. BASE: PHASE No. 2 FULL DEPTH RECLAMA TION PA VEMENT STAG/NG NOT TO SCALE i FINAL 0.30' PAVEMENT LIFT -WIDTH VARIES PAVEMENT JOINTS SHALL BE ON LANE LINES ---- --__ ^ -- „ IL ILVI I --Tr- -PACHECO ROAD �r VVV,,, ,, FINAL PA VEMENT STAGE f d NOT TO SCALE P90JECT PHAOINO PLAN File Nome: Pocheco-Pavement-Rehab Drown: S. LOWE PA VEMENT REHABILITATION 2011 PHASE 3 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T1K228 Engineer: N. GREWAL - PACHECO ROAD, HUGHES LANE TO SOUTH H STREET Dote: Mar. 29, 11 Checked By. �? 1 OF I 0 1 2 3 QROFESS/�N ID AN 01 �/ REGIS TERED ENGINEEP C 46803 * Exp. 6-30-11 CITY OF BAKERSFIELD q CIVIL ��P 1501 TRUXTUN AVENUE F OF CA��F�� BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / S47I / / PHASE No. 4 GENERAL NOTES 1 CONTRACTOR SHALL COMPL Y W1 TH THE CURRENT "M. U. T. C. D. " FOR ALL TRAFFIC CONTROL AND DETOUR SIGNING. CHINA AK WAY MT. AN WAY LiA HALF- WID TH OF EXISTING ROA DWA Y I ---------------------�____- / 3 ($ p 7777 j7j7 ; J 32 � ' ; 1� i 1 I I i 11 It 11 1*1 ILI I �_Iwli �► ------------------ PACHECO 90A it? T ),� i I nALr -mum Or ROADWAY EMULSIFIED: ASPHAL T TREATED. BASE: PHASE No. 2 FULL DEPTH RECLAMA TION PA VEMENT STAG/NG NOT TO SCALE i FINAL 0.30' PAVEMENT LIFT -WIDTH VARIES PAVEMENT JOINTS SHALL BE ON LANE LINES ---- --__ ^ -- „ IL ILVI I --Tr- -PACHECO ROAD �r VVV,,, ,, FINAL PA VEMENT STAGE f d NOT TO SCALE P90JECT PHAOINO PLAN File Nome: Pocheco-Pavement-Rehab Drown: S. LOWE PA VEMENT REHABILITATION 2011 PHASE 3 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T1K228 Engineer: N. GREWAL - PACHECO ROAD, HUGHES LANE TO SOUTH H STREET Dote: Mar. 29, 11 Checked By. �? 1 OF I 0 1 2 3