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HomeMy WebLinkAbout6.1-1710 Record DrawingLIST OF DRAWING' SHEE T 1 Tl TL E SHEET SHEET 2 SECTIONS SHEET 3 STANDARDS SHEET 4-5 CONSTRUCTION PLANS SHEET 6-.7 PHASING PLANS CITY 0� BAKERS�IE�D DEPARTMENT OF PUBLIC- WORKS PAVEMENT REHA BIL I TA TION 2012 PHASE 7 THE MONUMEN T A T THE S TREE IN TERSEC TION OF HARRIS ROAD AND ASHE ROAD SHALL BE USED AS THE BENCHMARK FOR THIS PROJECT: THE BENCHMARK SHALL BE ESTABLISHED USING U.S. G. S. DATUM NA VD 83 THE CEN TERL INE OF HARRIS RD. FROM A SHE RD. TO SUMMER SPRINGS DR. SHALL BE USED AS THE BASIS OF BEARING CITY STANDARDS ST -1, ST -2, ST -7, ST -9, ST -12, ST -14, ST -21 A20A, A208, A20D, A24A, A24D, A24E, A88A CONVENTIONAL SYMBOLS HARRIS ROAD FROM ASHE ROAD TO SUMMER SPR/NGS DR/VE CITY PROJECT NUMBER: T2K227 FEDERAL PROJECT NO.: STPL 5909 (780) LOCATION .MAP NOT TO SCALE FINAL PAY QUANTITIES EA SEMEN T - _ - UNI T _ - EXIST. CURB & GUTTER - _ LF RIGHT OF -WAY --------------- LF EXIST A.C. FLOWLINE DETAIL 31 - CEN TERL INE - LF EXIST. EDGE OF PA VEMEN T PA VEMEN T MARKINGS RAILROAD TRACKS 577 PA VEMEN T MARKINGS (YELL 0W) GUARD RAIL 190 X CHAIN LINK FENCE 2 CL IMPRO VEMEN TS N UTILITY SYMBOLS r W EXIST WATER LINE O EXIST SEWER LINE APPROVED BY: S G EXIST GAS LINE EXIST STORM DRAIN SD OH EXIST AERIAL EXIST UNDERGROUND E RAUL M. ROJAS, R.C.E. 39880, EXPIRES LINES POWER LINE TV EXIST UNDERGROUND 00 Ss 0/v EXIST UNDERGROUND T APPROVAL RECOMMENDED BY: TV CABLES PHONE LINE 0 EXIST OIL LINE Lu rn C 46803 EXIST FIBER OPTIC LINE Q FO M.H. 0 MANHOLE �H. A SISTANT P BLIC WORKS DIRECTOR DATE FIRE H YDRAN T P.P.POWER C I V l F M . ~ -�- POLE r_1 WATER METER W.V. © EXISTING. MONUMENT N WATER VALVE ❑� FU TURF MONUMEN T G.M.GAS METER S.L. G.V. 3 S TREE T LIGHT GAS VALVE STREET LIGHT W/MAST ARM { BENCHMARK C.O. CLEAN OUT ME- A U TO SCOPE ® PRE-EMPTION DEVICE LOCATION .MAP NOT TO SCALE FINAL PAY QUANTITIES DESCRIP TION UNI T Q T Y DETAIL 8 LF 4,529 DETAIL 21 LF 191 DETAIL 31 LF 2,018 DETAIL 38A LF 100 PA VEMEN T MARKINGS SF 577 PA VEMEN T MARKINGS (YELL 0W) SF 190 FIRE HYDRANT MARKERS EA 2 I STATE OF CALIFORNIA o 0 NO TE.• Q THE CON TRA C TOR MUST POSSESS THE FOLL 0 WING VALID LICENSES. W Z CL.4S,S' .4 `) Q 0 NO TE. - THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO Q EXCA VA TION. _ PROJECT LENGTH z r 0.5 MILES W Q T CL N r O APPROVED BY: ty z Y-3 Q/ RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12-31-13 DATE PUBLIC WORKS DIRECTOR Q 00 Ss 0/v ID AN R9 `F� APPROVAL RECOMMENDED BY: Lu rn C 46803 Q * Exp. 6-30-13 * W A SISTANT P BLIC WORKS DIRECTOR DATE C I V l F ~ OF CAL�FO� Z lzz.0, Z- Lu CIVIL ENGINEER IV ENGINEERING DATE - i — DES N j 212.71 ( -L l J7 TRAFFIC ENGINEERING DATE PA VEMENT REHABILITA TION 2012 PHASE I= NO I Job No.: T2K227 OF HARRIS ROAD FROM ASHE ROAD TO SUMMER SPRINGS DRIVE 7 File Name: Harris Rd_FDR.dwg SHEETS O 1 2 QRpF E SS /0/v DEAN <! REGISTLtRED CI V/ L GI NEER � 2 � C 46803 C— * Exp.6-30-13 STREET AND OF CONSTRUCTION � � CITY OF BAKERSFIELD � 50 � TRUXTUN AVENUE qT CIV1�- F BAKERSFIELD, CA 93301 OF CAl �F� VARIES VARIES REVISIONS No. DATE DESCRIPTION 2' RAISE CROWN AS NEEDED 2' TO ELIM/NA TE HAUL—OFF ** 1 / / Q MA TCH EXISTING 0.25' (3") TYPE "A " MATCH EXISTING A. C. O VERLA Y STRAIGHT STRAIGHT w 0 --- GRADE** GRA --IDES � m 4 / 0.25' (3") TYPE "A " �— A. C. 0 VERLA Y 0 1.33' (16') CEMENT TREATED BASE 1.33' (16"') CEMENT TREATED BASE m EXISTING CURB & GUTTER (TYP) EXIST/NG CURB &GUTTER (TYP) o / **.CROSS SLOPE SHALL. BE AT LEAST 210o," BUT SHALL NOT EXCEED 4% 1.33' (16") CEMENT TREATED BASE NOTE., CONTRACTOR SHALL REMOVE ENOUGH MATERIAL TO ACCOMMODATE I.33' (16') CEMENT TREATED BASE AND 0.25' (3') A.C. CAP THROUGHOUT THE LIMITS OF THIS PROJECT, IN ORDER TO COMPLY n 0.25' (3") TYPE "A" ASPHALT CONCRETE WITH THE GRADING/SLOPING NOTES INDICATED ON THESE DETAILS. N 66 0 0 TYPICAL ROADWAY SECTION HARRIS ROAD L6 N - ASHE ROAD TO SUMMER SPRINGS DRIVE (-A- CEMENT TREATED BASE` N 2 NOT TO SCALE L c� G LL m 0 STREET AND OF CONSTRUCTION w i � FL FL VARIES VARIES = 2 RAISE CROWN AS NEEDED , 2 / TO ELIMINATE HAUL—OFF ** 0.25' (3 ") MA TCH EXISTING TYPE "A " MATCH EXISTING A. C. 0VERLA Y STRAIGHT STRAIGHT Q cnQ) —___ T,\ GRADE" GRA, **DE E E co 0.25' (3") TYPE "A" 0 A. C. 0 VERL A Y ' 0.42' (,5') EMULSIFIED ASPHAL T TREA TED BASE 0.42' (5') EMULSIFIED ASPHALT a EXISTING CURB & GUTTER (TYP) TREATED BASE EXISTING CURB & GUTTER (TYP) / "'CROSS SLOPE SHALL BE A T LEAST 2,%" BUT SHALL NOT EXCEED 4% 0.42' EMULSIFIED (5') ASPHALT TREATED BASE L NOTE: CON TRA C TOR SHALL REMOVE ENOUGH MATERIAL TO ACCOMMODATE 0.42' (5") EMULSIFIED ASPHALT TREATED BASE AND 0.25' AC CAP THROUGHOUT THE LIMITS OF THIS PROJECT, IN ORDER TO COMPLY N N 0.25' (3") TYPE 'A' ASPHALT CONCRETE WITH THE GRADING/SLOPING NOTES INDICATED ON THESE DETAILS. N H N 0 TYPICAL ROADWAY SECTION - HARRIS ROAD N ASHE ROAD TO SUMMER SPRINGS DRIVE N EMULSIFIED ASPHAL T TREA TED BASE z w 2 NO T TO SCALE z z Li f 0 0 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome.- Harris Rd—FDR Drawn: JOE CA TALAN PA VEMENT REHABIL ITA TION 2012 PHASE 1 SHEET N0. Job No.: T2K227 Engineer: JOE CATALAN HARRIS ROAD FROM ASHE ROAD TO SUMMER SPRINGS DRIVE — SECTIONS 2 OF 7 Date: Mar. 23, 12 Checked By. 0 1 2 3 QRpFESS/Ov BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE. / 14'AT O ��F, O pEAN Rq �� 6" (PER MUTCD 2003 CALIFORNIA SUPPLEMENT FIGURE 3B-102) TYP. 5' WIDE AT CURB AND GUTTER CURB ONLY TERMINATE CENTERLINE OR CENTER LANE / REGIS l RED VILENGINEER C 46803 WHEN HYDRANT IS W1 THIN 50 OF LINES AND NEAR SIDE LANE LINES A T / MID -ARC POINTS OF THE CURB RETURN S BEGIN DETAIL Exp. 6-30-13 CURB RETURN, PLACEMENT OF FIRE AT ECR \ Cl T Y OF BA KERSFI EL D HYDRANT MARKER AT THE SIDE STREET SHALL BE REQUIRED. W/ PA DEMENT MARKING M /� : \ / ; \ 1501 TR UX TUN AVENUE '9j CIV 1 \- F OF / ... m BAKERSFIELD, CA 93301 CA1-\F� REVISIONS No. DA TE DESCRIPTION 1�.--FIRE HYDRANT oil • , — — — Q LANE TWO ,� y TRAFFIC FLOW 2 Q v LANE ON E END DETAIL 39 A T BCR WHEN DETAIL 39A /S NOT SHOWN ON PLAN Li O TRAFFIC FLOW — — — — — — — — — — — — — — — - - - - - - - - - - m— Li PLACEMENT OF OF FIRE HYDRANT — — — — — — — — — — — — — — — — END DETAIL 39A AT BCR TAIL J9A ONLY SHCOWN LUDE ONEPLAN, OMIT DETAILERE 39A — — — — — — — — — — MARKER SHALL BE LOCATED 3" WHEN NOT SHOWN ON PLAN OUTSIDE OF THE LANE ONE STRIPE I TERM/NA TE ALL LANE LINES ON 200' I A LINE CONNECTING THE MiD-ARC o I I POINTS OF THE CURB RETURNS N I I a LO FIRE HYDRANT TYPICAL TERMINA TION OF LANE STRIPING A 2% MARKER LOCA TIONS A T INTERSECTIONS WITHOUT STOP BARS Max Sidewalk o N /See Notes O N NOT TO SCALE NOT TO SCALE See an Note 7 N _ _ Front edge of sidewalk I L_ 00000\00000 0000� X 0000 0000� tJ 0000 0000 0000 10% Max 000000 000000 1 o Max 000000 0 at curb 000000 000000 at curb 000000 000000 O 0'(1.2m) —1 See standard _40'_(i im- L-- drawing SW -6 A 4.0' Max. for frome and 1-011 cover details • :... EX/STING MANHOLE SHALL BE CENTERED /N THE PAD :`� •.# The upper portions of incoming C CASE A Q"' t; .. N and outgoing sewers shall be NOTES: • �'� <. 1. All removed and the broken edges cz r — shall be plastered smooth with7f cement mortar. 1T CA SEA RAMP DETA lL S work shall conform to the applicable sections of the � ; •`..�"` :..•''.. specifications entitled "Standard Specifications, State of Coss A"Concrete � ' � • • • : "' . California, Department of Transportation', approved :• .... :..., :' current edition. 1.67 to 2.35 2. All unlined manhole joints shall be filled with Kent '"a"103'"::;:;':..,..:.�'..::':'.:...:.'•. p CotiCrPt; : �' '•'•: �.�, ° Vii• seal or approved black mastic equal. inside of manholes I -----------� CENTER TO O O CENTER SPACING @_ • ' - must be mortared and neatly raked or wiped on inside U) p, — of pipe. 3. Pre cost reinforced manhole sections shall be constructed in accordance with the 8, provisions of ASTM C-47 TOP VIEW Note P.C.C. slab not to be O © 0 L current edition. c poured until paving is in place. O O Q PLAN A T SURFACE 5. Concrete pad shall be cured with a white pigmented NO TES. curing compound as per section 90-7.018 of the standard specifications 1. All work shall conform to the applicable sections RA i S E D TRUNCATED DOME PATTERN (IN—LINE) E " P.C.C. slab not to be poured until 6. See standard drawing SW -6 for frame, cover, and R=0.5 own ,s in lace, Slab and lid P 9 P drop manhole details of the speciricofions entitled "Standard Specifications, o State of Deportment of Transportation , v, DETECTABLE WARNING SURFACE (12mm) to be 0.125" to 0.25" (3mm to 6mm) current o approved current edition. cf) 0 below new finished paving. E 2. Mortar shall consist of one port Portland Cement � NO T TO SCALE 2.0" Min. 8.0" Min. N and two parts of dean, well graded sand. N 2.• f Morfor, 20' Dia. F Dry Packed 3. Joints shall be rifled with mortar and neatly cleaned (0.6m) `�� or wiped on inside of pipe. Q � I 2:1 Mortar, — Dry Packed 6 <^9� 4. Pre cast reinforced manhole sections shall be -0 constructed in accordance with the provisions of ASTM C-478, current edition. (Y LnL 0.9" TOP DIA. r` SW_2 SW -4 0 N N Y N N" O 1/4" APPROX/MATEL Y 3/4 0.9" BASE DIA. TYPE 'A ' MANHOLE TYPE 'B' MANHOLE RAISED TRUNCATED DOME G O Off/ I N G DETAIL NOT TO SCALE NOT TO SCALE z w w z z w I 0 1710 Y CITY OF c BA KERSI CINE D, C/�1/� L IFORNIA PUBLIC WORKS DEPARTMENT File Nome., Harris Rd—FDR Drawn: JOE CATALAN PAVEMENT REHABILITATION 2012 PHASE 1 SHEET NO. Job No.: T2K227 Design Eng: JOE CATALAN Date: Mar. 26, 12 Checked By. HARRIS ROAD FROM ASHE ROAD TO SUMMER SPRINGS DRiVE -STANDARDS 3 OF 7 0 1 2 3 iyi or � J 10 00 L E U) a)IC- -01 - -01 rY 0 N z ry w Li z z w 0 Y i LEGEND FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. SEE SHEET 2 FOR SECTION DETAILS. GENERAL NOTES: 1 ALL U TILI TY L OCA TIONS SHOWN ARE APPR OXIMA TE ONL Y, AND REPRESEN T THE BEST INFORMATION SUPPLIED BY THE VARIOUS U TILI TY COMPANIES FINAL RESP ONSIBILI T Y FOR L OCA TING U TILI TIES IN THE FIELD IS PLA CED SOL EL Y ON THE CON TRA C TOR. 2 ALL STRIPING AND PA VEMEN T MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. CITY OF BAKERSFIELD, CALIFORNIA 126 LF 302 LF PUBLIC WORKS DEPARTMENT File Nome.- Harris Rd—FDR Job No.: T2K227 Date. Mar. 23, 12 Drawn: JOE CATALAN Engineer: JOE CATALAN Checked By NJU SCALE: 1 " = 30' QRpFESS/0/v pEAN REGIS T RE C/Vl ENGINEER C 46803 rn * Exp.6-30-13 CITY OF BAKERSFIELD1501 A BAKERSFIELD,NCAV ENUE 93301 qTF F'CAOF REVISIONS No. DA TE DESCRIP TION / / 271 / / 371 / / 471 / / STRIPING AND MARKING NOTES: 1 INSTALL CONSTRUCTION NOTES: STOP BAR/PEDESTRIAN r41.H. ADJUST MANHOLE LID, 1 CON TRA C TOR SHALL INSTALL FIRE HYDRANT MARKERS 2 AT LOCA TIONS INDICATED ON THE PLANS. 2 CON TRA C TOR SHALL CONSTRUCT CASE "A" ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS RSP A 88A (SHOWN ON SHEET 3). 3 MANHOLE TO BE ADJUSTED BY OTHERS INSTALL TYPE IV ARROW (LEFT) PUBLIC WORKS DEPARTMENT File Nome.- Harris Rd—FDR Job No.: T2K227 Date. Mar. 23, 12 Drawn: JOE CATALAN Engineer: JOE CATALAN Checked By NJU SCALE: 1 " = 30' QRpFESS/0/v pEAN REGIS T RE C/Vl ENGINEER C 46803 rn * Exp.6-30-13 CITY OF BAKERSFIELD1501 A BAKERSFIELD,NCAV ENUE 93301 qTF F'CAOF REVISIONS No. DA TE DESCRIP TION / / 271 / / 371 / / 471 / / STRIPING AND MARKING NOTES: 1 INSTALL 1' WIDE STOP BAR/PEDESTRIAN r41.H. ADJUST MANHOLE LID, CROSS WALK MARKING (WHITE PAINT) 2 INSTALL 7' WIDE STOP BAR/PEDESTRIAN CROSS WALK MARKING (YELLOW PAINT) 3 11 INSTALL TYPE IV ARROW (LEFT) 4 INSTALL 'STOP" MARKING INSTALL 'AHEAD" MARKING INSTALL DETAIL 8 7 INSTALL DETAIL 21 �8 INSTALL DETAIL 31 �9 INSTALL DETAIL 38A 6. /- / �/D PAVEMENT REHABILITATION 2012 PHASE I HARRIS ROAD FROM ASHE ROAD TO SUMMER SPRINGS DRIVE — CONSTRUCTION PLANS X SHEET NO. 4 OF 7 1 2 3 SYMBOILS r41.H. ADJUST MANHOLE LID, Ll FRAME AND COVER. PER C.O.B. DRAWING S-7. ADJUST MONUMENT LID, FRAME AND COVER. PER C.O.B. DRAWING S-29. 6. /- / �/D PAVEMENT REHABILITATION 2012 PHASE I HARRIS ROAD FROM ASHE ROAD TO SUMMER SPRINGS DRIVE — CONSTRUCTION PLANS X SHEET NO. 4 OF 7 1 2 3 z Q J Q Q 0 w 0 m 0 w 0 1 DL 0 it 0 N N 0 N N U U L LL 0 LL_ �L L Q V) L v E V) O v V) a I L N N N H N 0 N I 0 N z w w z z w I 0 0 Y 162 LF 30SF(1 1 2 _w -- i CR I BCR 2 161 LF 8 ALF 428 LF 6 w ww _wu----- " ------ w —------w--- Ld 6 381 LFX62 LF 8 > HA R R I S R /-� D W� Q ECR ` C) vl 462 LFI 6 366 LFC8 --- w -- w w -- -- w 30 SF 3 w -------w G T T G G t`' 2 6 209 LF BCR 1 II30SF ECR 50 LF 2 G T TVG T -TV G TV G t T TV GG T TV T N G G T 62 SF 5 HARRIS ROAD -- -- 4 44 SF 6 461 'LF -96 LF 7 66 SF 4 L2j . ECR - 0,0 F CR .GENERAL NOTES 1 ALL UTILITY L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED B Y THE VARIOUS U TILI TY COMPANIES. FINAL RESP ONSIBILI TY FOR LOCA TING UTIL I TIES_ IN THE FIELD IS PLACED SOL EL Y ON THE CON TRA C TOR. 2 ALL STRIPING AND PA VEMEN T MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT i Z t 7+00 2 S BILL WILLIAMS �I ELEMENTARY SCHOOL CONSTRUCTION NOTES: E1 ONCON TRA C TOR SHALL ' INS TALL FIRE HYDRANT MARKERS A T LOCA TIONS INDICA TED ON THE PLANS 2 !CON TRA C TOR SHA L L CONS TRUC T CA SE "A " A CCESS RA MP PER S TA TE <<OF CALIFORNIA STANDARD PLANS RSP A88A (SHOWN ON SHEET 3). 3 ;:MANHOLE TO BE ADJUSTED BY 0 THERS File Name.• Harris Rd—FDR Jobb No.: T2K227 Do : Mar. 23, 12 0 Q� �W c� W m SCALE: 1 " = 30' O v Qc) W 0,0F E SS I o1v OF -AN m REGISTERED CI VIL ENGINEER C 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD s 1 1501 TRUXTUN AVENUE qTF cm BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / IN MARKING N 1 LEGEND 7' WIDE STOP BAR/PEDESTRIAN FULL DEPTH RECLAMATION IN AREAS INDICATED ON THE PLANS. SEE SHEET 2 FOR SECTION DETAILS. CROSS .GENERAL NOTES 1 ALL UTILITY L OCA TIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPLIED B Y THE VARIOUS U TILI TY COMPANIES. FINAL RESP ONSIBILI TY FOR LOCA TING UTIL I TIES_ IN THE FIELD IS PLACED SOL EL Y ON THE CON TRA C TOR. 2 ALL STRIPING AND PA VEMEN T MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DA TED MA Y 2006. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT i Z t 7+00 2 S BILL WILLIAMS �I ELEMENTARY SCHOOL CONSTRUCTION NOTES: E1 ONCON TRA C TOR SHALL ' INS TALL FIRE HYDRANT MARKERS A T LOCA TIONS INDICA TED ON THE PLANS 2 !CON TRA C TOR SHA L L CONS TRUC T CA SE "A " A CCESS RA MP PER S TA TE <<OF CALIFORNIA STANDARD PLANS RSP A88A (SHOWN ON SHEET 3). 3 ;:MANHOLE TO BE ADJUSTED BY 0 THERS File Name.• Harris Rd—FDR Jobb No.: T2K227 Do : Mar. 23, 12 0 Q� �W c� W m SCALE: 1 " = 30' O v Qc) W 0,0F E SS I o1v OF -AN m REGISTERED CI VIL ENGINEER C 46803 * Exp. 6-30-13 CITY OF BAKERSFIELD s 1 1501 TRUXTUN AVENUE qTF cm BAKERSFIELD, CA 93301 OF CA��F REVISIONS No. DA TE DESCRIPTION 1 / / 2 / / IN MARKING N 1 INSTALL 7' WIDE STOP BAR/PEDESTRIAN CROSS WALK MARKING (WH/TE PAINT) 2 INSTALL 7' WIDE STOP BAR/PEDESTRIAN CROSS WALK MARKING (YELLOW PAINT) 3 INSTALL TYPE IV ARROW (LEFT) 4 INSTALL 'STOP" MARKING 5 INSTALL 'AHEAD" MARKING Q)INSTALL DETAIL 8 OINSTALL DETA/L 27 OINSTALL DETAIL 37 (�)INSTALL DETAIL 38A Drawn: DoE CA rALAN PAVEMENT REHABILITATION 2012 PHASE 1 SHEET NO. Engineer. JOE CA TALAN Checked B' HARRIS ROAD FROM ASHE ROAD TO SUMMER SPR/NGS DRIVE —CONSTRUCTION PLANS 5 OF 7 '0 1 2 3 SYMBO'Es �1.H. ADJUST MANHOLE LID, LJ FRAME AND :COVER. PER C.O.B. DRAWING S-7. ADJUST MONUMENT LID, FRAME .AND`.COVER. PER C.O.B. DRAWING S-29. Drawn: DoE CA rALAN PAVEMENT REHABILITATION 2012 PHASE 1 SHEET NO. Engineer. JOE CA TALAN Checked B' HARRIS ROAD FROM ASHE ROAD TO SUMMER SPR/NGS DRIVE —CONSTRUCTION PLANS 5 OF 7 '0 1 2 3 �I L(CY ECR w >- , — m BIELOW o -0 C z m Q C W L E �IQ wU— e — — — — — w – w -- w -- © H. 0 w— w ME _. ,. ., E E C E � HA RRI S R OA D 't H 0,pFESS/o1v pEAN co O REGIS 7ERED—LI-0 L ENGINEER C 46803 * Exp. 6-30-13 Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C/Vl\- BAKEERSFIELD, CA 93301 OF CA��F REVISIONS J No. DA TE DESCRIP TION cd J t 47 w w w w w -w— w w ^ �—� ^ 22 �� 3+24*00 nn 71 T _ — — -- _— _— _— — T HARRIS ROAD W fQo � ■��1�/ ..ate - - - - T T- - - - ME 0 ON J J �O J J �J Q W N � Q C6 W Lo v J N O N N U BIELOW o -0 C z m Q C W L E �IQ wU— e — — — — — w – w -- w -- © H. 0 w— w ME _. ,. ., E E C E � HA RRI S R OA D 't H 0,pFESS/o1v pEAN co O REGIS 7ERED—LI-0 L ENGINEER C 46803 * Exp. 6-30-13 Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C/Vl\- BAKEERSFIELD, CA 93301 OF CA��F REVISIONS J No. DA TE DESCRIP TION cd J t 47 w w w w w -w— w w ^ �—� ^ 22 �� 3+24*00 nn 71 T _ — — -- _— _— _— — T HARRIS ROAD W fQo � ■��1�/ ..ate - - - - T T- - - - ME 0 ON J J ECR BCR Q� �L \--- ��------------- W -------w--------------- wAL --------- w -- Q(J�O � . ----- � ------------------- 3 \ 2M 28fDO FO -I' W--H' 2 t00 1 U71 -T- 1 nn u _I F I I 1 1-1 1 1 1 1 1 1' ia'l I I - r _T —_ _— T_— a T ECR --w -- w ry IN = J cq map � Q Z N N N W i z N J O o N m G — C TV T 7V W r Ty C W HARRIS ROAD Z z --- W 0 0 7-1 T— _. _— —_ . T 0— 6 TV T 0 —TV T G TY T G TV -- �'� HARRIS ROAD -- -- -- -- BCR TRAFFIC CONTROL PHASING NOTES 1. ALL TRAFFIC STRIPING & PA VEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY Wll TH THE CON TRACTOR'S MAIN TAINING TRAFFIC. 2. CON TRA C TOR SHALL MAIN TA IN A CCESS TO ALL L 0CAL STREETS AND DRI VE WA YS A T ALL TIMES UNLESS 0 THER WISE ALL OWED B Y THE ENGINEER. J. CON TRA C TOR SHALL COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC DEPARTMENT TO ADDRESS TRAFFIC SIGNAL OPERA TI DNS PRIOR TO S TA R T OF CONS TRUC TION OPERA TIONS. 4. CON TRA C TOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MU TCD " TO SL 0 W TRAFFIC TO 15 MPH THROUGH IN TERSEC TIONS, WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREA TER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES 5. CON TRA C TOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. 6. CON TRA C TOR SHALL SUBMIT WRITTEN REQUEST AND OBTAIN CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME. R9 SCALE: I " = 30' PHASE I CONSTRUCTION PHASE 2 CONSTRUCTION File Nome: Harris Rd—FDR Drawn: JOE CATALAN PAVEMENT REHABILITATION 2012 PHASE 1 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K227 Engineer: JOE CATALAN Date: Mar. 23, 12 Checked By HARRIS ROAD FROM ASHE ROAD TO SUMMER SPRINGS DRIVE — PHASE 1 6 OF 7 0 1 2 3 �O J J Q W ECR BCR Q� �L \--- ��------------- W -------w--------------- wAL --------- w -- Q(J�O � . ----- � ------------------- 3 \ 2M 28fDO FO -I' W--H' 2 t00 1 U71 -T- 1 nn u _I F I I 1 1-1 1 1 1 1 1 1' ia'l I I - r _T —_ _— T_— a T ECR --w -- w ry IN = J cq map � Q Z N N N W i z N J O o N m G — C TV T 7V W r Ty C W HARRIS ROAD Z z --- W 0 0 7-1 T— _. _— —_ . T 0— 6 TV T 0 —TV T G TY T G TV -- �'� HARRIS ROAD -- -- -- -- BCR TRAFFIC CONTROL PHASING NOTES 1. ALL TRAFFIC STRIPING & PA VEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY Wll TH THE CON TRACTOR'S MAIN TAINING TRAFFIC. 2. CON TRA C TOR SHALL MAIN TA IN A CCESS TO ALL L 0CAL STREETS AND DRI VE WA YS A T ALL TIMES UNLESS 0 THER WISE ALL OWED B Y THE ENGINEER. J. CON TRA C TOR SHALL COORDINATE WITH CITY OF BAKERSFIELD TRAFFIC DEPARTMENT TO ADDRESS TRAFFIC SIGNAL OPERA TI DNS PRIOR TO S TA R T OF CONS TRUC TION OPERA TIONS. 4. CON TRA C TOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MU TCD " TO SL 0 W TRAFFIC TO 15 MPH THROUGH IN TERSEC TIONS, WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREA TER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES 5. CON TRA C TOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. 6. CON TRA C TOR SHALL SUBMIT WRITTEN REQUEST AND OBTAIN CITY APPROVAL TO CONSTRUCT MORE THAN ONE PHASE AT ANY GIVEN TIME. R9 SCALE: I " = 30' PHASE I CONSTRUCTION PHASE 2 CONSTRUCTION File Nome: Harris Rd—FDR Drawn: JOE CATALAN PAVEMENT REHABILITATION 2012 PHASE 1 SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T2K227 Engineer: JOE CATALAN Date: Mar. 23, 12 Checked By HARRIS ROAD FROM ASHE ROAD TO SUMMER SPRINGS DRIVE — PHASE 1 6 OF 7 0 1 2 3 ECR BCR 4 w -- �-- w - - _ ----- --- w -------w ------- - / w - --w- w / w \\ w - w -- w -- W Q Z ❑� W C) Q — — — — _ — — — — — — — — — — — — — — — — — — — — — Ld // E G - i: --� HARRIS ROAD -- -- -- -- Li o QROF ESS / 04, pEAN < w `r G' rn REGIS CIVIL ENGINEER C 46803 � * Exp. 6-30-13 Cl TY OF BAKERSFIELD 1501 TRUXTUN A VENUE qTF civic BAKERSFIELD, CA 93301 OF CA��F REVISIONS JNo. DA TE DESCRIP TION J J Zm QW 3 t 47 (�----------- w - w-- -- _ w w - m , N v `C ,f) �cW----------- __ __------ " -I � ------------------------� �� T T HARRIS ROAD - -- -- --__ ---_-- --__-- T ---__---T -- __— T — ---�- N_ __ ----- 0 ECR BCR a U : 'c Q 2 u --T -- --_ -_ T_ -- -- -- __ - w -- w -- -- w -- __ �'---------. -- -w w w -- w _ Q .H. U 1 -------------- c I_ -' -- .- -- ..- -- T -IV JC ECR ( I D 0 ,� --- -- -- _/ - w w � ----_--------� _ .moi CN o J m H. G----- TV T G W HARRIS ROAD - W 4 `, Z I 0 0 J Y 1 5' I / CITY OF BAKERSFIELD, CALIFORNIA J W � N W � W CN o J m H. G----- TV T G W HARRIS ROAD - W 4 `, Z I 0 0 J Y 1 5' I / CITY OF BAKERSFIELD, CALIFORNIA f TV G TV T -- -- -- N T N HARRIS ROAD -- -- -- -- BCR TRAFF/C CONTROL PHASING NOTES 1. ALL TRAFFIC STRIPING & PA VEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY Wll TH THE CONTRACTOR'S MAINTAINING TRAFFIC. 2. CON TRA C TOR SHALL MAINTAIN ACCESS TO ALL LOCAL STREETS AND DRI VEWA YS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. 3. CON TRA C TDR SHALL COORDINATE WITH CITY OF BA KERSFI EL D TRAFFIC DEPA R TMEN T I SIGNAL OPERATIONS N T I D ADDRESS TRAFFIC S G L 0 ERA O S PRIOR TO S TAR T OF CONS TRUC TION OPERA TIONS 4. CON TRA C TOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MU TCD " TO SL 0 W TRAFFIC TO 15 MPH THROUGH IN TERSEC TIONS, WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES 5. CON TRA C TOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. 6. CON TRA C TDR SHALL SUBMIT WRITTEN REQUEST AND OBTAIN CITY APPROVAL TO CONS TRUC T MORE THAN ONE PHASE AT ANY GIVEN TIME. PUBLIC WORKS DEPARTMENT File Name.- Harris Rd—FDR Job No.: T2K227 Date: Mar. 23, 12 Drawn: JOE CATALAN Engineer: JOE CATALAN Checked By. SCALE. • 7 " = 30' PHASE CONSTRUCTION PHASE 2 CONSTRUCTION PAVEMENT REHABILITATION 2012 PHASE I HARRIS ROAD FROM ASHE ROAD TO SUMMER SPRINGS DRIVE — PHASE 2 IN] SHEET NO. 7OF7 1 2 3 J W vm Q W f TV G TV T -- -- -- N T N HARRIS ROAD -- -- -- -- BCR TRAFF/C CONTROL PHASING NOTES 1. ALL TRAFFIC STRIPING & PA VEMENT MARKINGS SHOWN ON THESE PLANS ARE EXISTING AND SHALL BE MODIFIED BY THE CONTRACTOR TO MEET CONTRACTOR'S TRAFFIC CONTROL & DETOUR PLANS AND SHALL COMPLY Wll TH THE CONTRACTOR'S MAINTAINING TRAFFIC. 2. CON TRA C TOR SHALL MAINTAIN ACCESS TO ALL LOCAL STREETS AND DRI VEWA YS AT ALL TIMES UNLESS OTHERWISE ALLOWED BY THE ENGINEER. 3. CON TRA C TDR SHALL COORDINATE WITH CITY OF BA KERSFI EL D TRAFFIC DEPA R TMEN T I SIGNAL OPERATIONS N T I D ADDRESS TRAFFIC S G L 0 ERA O S PRIOR TO S TAR T OF CONS TRUC TION OPERA TIONS 4. CON TRA C TOR SHALL USE APPROPRIATE SIGNAGE FROM THE CURRENT "MU TCD " TO SL 0 W TRAFFIC TO 15 MPH THROUGH IN TERSEC TIONS, WHICH REQUIRE THROUGH TRAFFIC TO MERGE GREATER THAN 5 FEET TO ALIGN WITH CONSTRUCTION PHASING LANES 5. CON TRA C TOR SHALL SUBMIT TRAFFIC CONTROL & DETOUR PLANS FOR APPROVAL PRIOR TO BEGINNING WORK. 6. CON TRA C TDR SHALL SUBMIT WRITTEN REQUEST AND OBTAIN CITY APPROVAL TO CONS TRUC T MORE THAN ONE PHASE AT ANY GIVEN TIME. PUBLIC WORKS DEPARTMENT File Name.- Harris Rd—FDR Job No.: T2K227 Date: Mar. 23, 12 Drawn: JOE CATALAN Engineer: JOE CATALAN Checked By. SCALE. • 7 " = 30' PHASE CONSTRUCTION PHASE 2 CONSTRUCTION PAVEMENT REHABILITATION 2012 PHASE I HARRIS ROAD FROM ASHE ROAD TO SUMMER SPRINGS DRIVE — PHASE 2 IN] SHEET NO. 7OF7 1 2 3