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6.1-1865
LIST OF DRA WINGS SHEET 1 TITLE SHEET ROAD AND WHITE SHEET 2 SOUTH H STREET SECTIONS AND LOOP LAYOUT SHEET 3 WIBLE ROAD SECTIONS AND LOOP LAYOUT SHEET 4 CITY STANDARD DETAILS THE BENCHMARK SHEET 5 CITY STANDARD DETAILS USING U. S. G. S. SHEET 6 SOUTH H STREET CONSTRUCTION PLAN SHEET 7 SOUTH H STREET STRIPING AND MARKING PLAN SHEET 8 WIBLE ROAD CONSTRUCTION PLAN SHEET 9 WIBLE ROAD STRIPING AND MARKING PLAN SHEET 10 SOUTH H STREET PHASING PLAN SHEET 11 WIBLE ROAD PHASING PLAN POWER POLE yoly lerN,Ll�a:� PA VEMENT REHABIL I TA TION 20184019 RSTP: S. H STREET FROM PACHECO RD TO WHITE LN AND WIBLE THE MONUMENT AT THE INTERSECTION THE MONUMENT AT THE INTERSECTION OF OF S. H AND WHITE LANE SHALL BE WIBLE ROAD AND WHITE LANE SHALL BE USED AS THE BENCHMARK FOR THE USED AS THE BENCHMARK FOR THE SEGMENT ALONG S. H STREET FROM SEGMENT ALONG WIBLE ROAD FROM WHITE PACHECO ROAD TO WHITE LANE. THE LANE TO PLANZ ROAD. THE BENCHMARK BENCHMARK SHALL BE ESTABLISHED SHALL BE ESTABLISHED USING U. S. G. S. USING U. S. G. S. DATUM NA VD 88. DATUM NA VD 88. TV CABLES ELEV= 373.54' FIRE HYDRANT MARKERS TYPE D ELEV= 371.02' EXIST BASIS OF BEARING THE CENTERLINE OF S. H STREET THE CENTERLINE OF WIBLE ROAD SHALL BE USED AS THE BASIS OF SHALL BE USED AS THE BASIS OF BEARING. BEARING. CITY STANDARDS SW -2, SW -4, SW -6, ST -3, ST -7, ST -21, T-2. STATE STANDARDS A20A, A20D, A24A, A24C, A88A, A8813, ES -5A, ES -5B. CONVENTIONAL SYMBOLS EASEMENT -- RIGHT—OF—WAY CENTERLINE RAILROAD TRACKS x x CHAIN LINK FENCE UTILITY = EXIST. CURB & GUTTER -------------- EXIST. A.C. FLOWUNE '=--- '---- '=- EXIST. EDGE OF PAVEMENT GUARD RAIL IMPROVEMENTS SYMBOLS W.V. ® EXISTING MONUMENT N WATER VALVE 70 FUTURE MONUMENT ® GM. GAS METER S.L. G.V. STREET LIGHT N GAS VALVE STREET LIGHT WIMAST ARM BENCHMARK C.C. CLEAN OUT E- AUTO SCOPE ROAD FROM WHITE LN 70 PLANZ RD FED PROD. NO. ST PL 5 109 (250) CITY PROD. NO, T9K203 AND T9K217 SACRAMENTO\ ,SAN FRANCISCO vaww Oap •FRESNO ANGELES SAN DIEGO STATE OF CALIFORNIA NO TE: THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: CLASS' A NOTE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. Exisr SEWER LINE J PROJECT LENGTH EXIST STORM DRAIN SOUTH H STREET WIBLE ROAD EXIST UNDERGROUND PACHECO ROAD TO WHITE LANE WHITE LANE TO PLANZ ROAD POWER LINE 0.5 MILES 0.5 MILES EXIST UNDERGROUND PHONE LINE - EXIST FIBER OPTIC LINE © PRE—EMPTION DEVICE SO STORM DRAIN MANHOLE •SEW SEWER MANHOLE NOT TO SCALE FINAL PAY QUANTITIES w EXIST WATER LINE s TRAFFIC STRIPE (DETAIL 9, THERMOPLASTIC) G EXIST GAS LINE SID LF OH EXIST AERIAL E 1,757 LF LINES 336 LF TRAFFIC STRIPE (DETAIL 39, THERMOPLASTIC) TV EXIST UNDERGROUND T LF TRAFFIC STRIPE DETAIL PAVEMENT MARKINGS TV CABLES SF FIRE HYDRANT MARKERS TYPE D 24 o EXIST OIL LINE FO �O MANHOLE F. T. FIRE HYDRANT P.P. W.M. f POWER POLE ❑ WATER METER W.V. ® EXISTING MONUMENT N WATER VALVE 70 FUTURE MONUMENT ® GM. GAS METER S.L. G.V. STREET LIGHT N GAS VALVE STREET LIGHT WIMAST ARM BENCHMARK C.C. CLEAN OUT E- AUTO SCOPE ROAD FROM WHITE LN 70 PLANZ RD FED PROD. NO. ST PL 5 109 (250) CITY PROD. NO, T9K203 AND T9K217 SACRAMENTO\ ,SAN FRANCISCO vaww Oap •FRESNO ANGELES SAN DIEGO STATE OF CALIFORNIA NO TE: THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: CLASS' A NOTE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. Exisr SEWER LINE J PROJECT LENGTH EXIST STORM DRAIN SOUTH H STREET WIBLE ROAD EXIST UNDERGROUND PACHECO ROAD TO WHITE LANE WHITE LANE TO PLANZ ROAD POWER LINE 0.5 MILES 0.5 MILES EXIST UNDERGROUND PHONE LINE - EXIST FIBER OPTIC LINE © PRE—EMPTION DEVICE SO STORM DRAIN MANHOLE •SEW SEWER MANHOLE NOT TO SCALE FINAL PAY QUANTITIES ITEM ESTIMATED UNIT OF DUAN TI TY MEASURE EARTHWORK (ROADWAY EXCAVATION) 70,498 CY TRAFFIC STRIPE (DETAIL 9, THERMOPLASTIC) 10,056 LF TRAFFIC STRIPE (DETAIL 22, THERMOPLASTIC) 342 LF TRAFFIC STRIPE (DETAIL 32, THERMOPLASTIC) 3,806 LF TRAFFIC STRIPE (DETAIL 38, THERMOPLASTIC) 1,757 LF TRAFFIC STRIPE (DETAIL 38A, THERMOPLASTIC) 336 LF TRAFFIC STRIPE (DETAIL 39, THERMOPLASTIC) 6,685 LF TRAFFIC STRIPE (DETAIL 39A, THERMOPLASTIC) 402 LF TRAFFIC STRIPE DETAIL PAVEMENT MARKINGS 1,777 SF FIRE HYDRANT MARKERS TYPE D 24 EA Job No.: T7K203/T7K217 - STPL 5109(250) File Path: S:\PROJECTS\2018-2019\18-19 RSTP\T9K203 AND T9K217 - S H Street and Wole File Name: PLANS - S H AND WIBLE.dwg NICOLAS FIDLER, R.C.E. 61069 DATE QROFESS10N4 PUBLIC WORKS DIRECTOR SINGH o RFS t APPROVAL RECOMMENDED BY: U 2 f m C 80507 ASSISTANT PUBLIC WORKS DIRECTOR DATE /1Y CIYAL ENGINEER IV — DESIGN ENGINEERING JA TE 6.1-1865 3/9//q TY RECORD No. TRAFFIC ENGINEERING DATE PAVEMENT REHABILITATION 2018-2099 RSTP: NO S H STREET FROM PACHECO RD TO WHITE LN AND OF WIBLE ROAD FROM WHITE LN TO PLANZ RD 11 SHEETS i 6- (PER CALIFORNIA MUTCD 2014 FIGURE 3B-102) TYR IfBIKE LANE WIDTHS- UNLESS NOTED OTHERWISE: 6' WIDE AT CURB AND GUTTER 4' AT CURB ONLY BEGIN DETAIL 39 AT ECR W/ PAVEMENT MARKING END DETAIL 39 AT OCR WHEN DETAIL 39A IS NOT SHOWN ON PLAN END DETAIL 39A AT BCR INCLUDE DETAIL 39A ONLY WHERE SHOWN ON PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT MID -ARC POINTS OF THE CURB RETURNS TERMINATE ALL LANE LINES ON 700' A LINE II POINTS OF RNEC77NG THE C THE CURB RETURNS PICAL TERMINATION OF LANE STRIPING AT INTERSECTIONS WITHOUT STOP BARS NOT TO SCALE FL LIP Q LIP FL ARIES (65' - 55J 55' FULL DEPTH RECONSTRUCT FULL DEPTH RECONSTRUCT 0.875' HOT MIX ASPHALT TYPE A" 0.875' HOT MIX ASPHALT TYPE A' EXISTING PAVEMENT SURFACE EXISTING PAVEMENT SURFACE EXISTING NATIVE GROUND J L EXISTING NA 17W GROUND 0.875' HMA. J 0.875' HM.A. FULL DEPTH RECONSTRUCT ON S. H STREET N. T. S. NOTES: ES: O CROSS SLOPE SHALL BE AT LEAST 27 BUT SHALL NOT EXCEED 49,. O CONTRACTOR SHALL SUBMIT A PHASING PLAN TO BE APPROVED BY CITY OF BAKERSFIELD TRAFFIC ENGINEER PER THE CURRENT MUTCD REQUIREMENTS FOR EACH PHASE, A MINIMUM OF ONE (1) TRAFFIC LANE, NOT LESS THE TWELVE (12) FEET IN WIDTH EACH DIRECTION SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS. OFINAL H.M.A. LIFT SHALL BE DONE AS THE LAST PHASE OF PAVEMENT. ALL H.M.A. PAVEMENT JOINTS SHALL BE PLACED ON THE PROPOSED LANE LINES. SEE STRIPING LAYOUT ON SHEETS 5 THROUGH 8. C ----FIRE HYDRANT TRAFFIC FLOW V Q7J9C 7J5U _.... A 41BU p p n`CiJ LIC„ _ 418L O 0 RIGHT TURN THRU LANE LEFT URN LANE TYPE 0" LOOP DETECTOR --- STOP BAR 15' TYPE E LOOP DETECTOR x a— 0 0 8J8L Q B 0 0 8J8D Lu I 3150 319C (� / TYPE £ ADVANCE LOOP DETECTOR (TH\RU LANES)^l �l 285' BEHIND THE STOP BAR QROFESSIONq i� SINGy c� < AA =e ;/NEER C 80507 CITY OF BAKERSFIELD Jj e 1501 TRUXTUN AVENUE qTF CINI\_ pR� BAKERSFIELD, CA 93301 OF CALF REVISIONS +A0I0Ix 0 C I 1" I of 1 I o pIo Lu 0 a Lu I i" �,� �► I m l (I !Al 1, m m .SOUTH H 07-KEET LOOP LAYOUT NOT ro scacE OECTiONO ANO LOOP LAYOUT LEGEND: FULL DEPTH RECONSTRUCT AREA OF 0.875" TYPE "A" H.M.A. NOTE: III-III EXISTING NATIVE GROUND COMPACTED TO 95% MAX RELATIVE DENSITY. CONTRACTOR SHALL BE RESPONSIBLE FOR ADD177ONAL DLC's AND DETECTOR CARDS, AND FOR REPLACEMENT OF CONDUITS, IF NEEDED 6.1-1865 TO MEET TRAFFIC LOOP LAYOUT AS SHOWN. CITY RECORD No. File Nome.'PLANS - S H AND W1BLE Drawn: ES PAVEMENT REHABILITATION 2098-2099 RSTP: SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K203 T9K217 Engineer: ES Date: Mor. 7, 19 IChecked By., S H STREET FROM PACHECO RD TO WHITE LN AND WIBLE ROAD FROM WHITE LN TO PLANZ RD 2 OF 11 6 1 2 BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE 6' WIDE AT CURB AND CUTTER 4' AT CURB ONLY BEGIN DETAIL 39 AT ECR W/ PAVEMENT MARKING END DETAIL 39 AT BCR WHEN DETAIL / 39A IS NOT SHOWN ON PLAN END DETAIL 39A AT BCR INCLUDE DETAIL 39A ONLY WHERE SHOWN ON PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT MID -ARC POINTS OF THE CURB RETURNS 7ERMINA TE ALL LANE LINES ON 200' _ A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS TYPICAL TERMINATION OF LANE STRIPING AT INTERSECTIONS WITHOUT STOP BARS NOT TO SCALE FL 5" (PER CALIFORNIA MUTCD 2014 FIGURE 3B-102) TYP. HYDRANT TRAFFIC FLOW Lip Q LIP FL LIP CC LIP ARIES (65' - 55) 55' i 55" 55' FULL DEPTH RECONSTRUCT FULL DEPTH RECONSTRUCT FULL DEPTH RECONSTRUCT FULL DEPTH RECONSTRUCT 0.75' HOT MIX ASPHALT TYPE 'A" 0.75' HOTMIX ASPHALT TYPE 'A" I ? 0.75' HOT MIX ASPHALT TYPE "A" 0.75' HOT MIX ASPHALT TYPE A' EXISTING PAVEMENT SURFACE EXISTING PAVEMENT SURFACE EXISTING PAVEMENT SURFACE EXISTING PAVEMENT SURFACE 2' 2" 2" r 2' 1 1 R CLH GR E A\A T A ' .. — T A16H GR E \\N1® Al T AD �� EXISTING NATIVE GROUND ' � � EXISTING NATIVE GROUND 0.75' HMA. L 0.75' H.M.A. FULL DEPTH RECONSTRUCT ON WIBLE ROAD STA 10+60 TO STA 13+55 N.I.S. pROFES510ryq yg i� 51 NGH "df he'�o\P cpF�i�yc� REGISTERED CIVIL ENGINEER a` C 80507 r CITY OF BAKERSFIELD JT P 1501 TRUXTUN AVENUE 1AF C1v1L BAKERSFIELD, CA 93301 QF CAS F REVISIONS h EXISTING NA 77 VE GROUND ' EXISTING NA PAT GROUND 0.75' H.M.A. J 0.75' H.M.A. FULL DEPTH RECONSTRUCT ON WIBLE ROAD STA 13+55 TO STA 36+00 N. TS. NOTES: O CROSS SLOPE SHALL BE AT LEAST 2% BUT SHALL NOT EXCEED 49 O CONTRACTOR SHALL SUBMIT A PHASING PLAN TO BE APPROVED BY CITY OF BAKERSFIELD TRAFFIC ENGINEER PER THE CURRENT MUTCD REQUIREMENTS FOR EACH PHASE, A MINIMUM OF ONE (1) TRAFFIC LANE, NOT LESS THE TWELVE (12) FEET IN WIDTH EACH DIRECTION SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS. OFINAL H.M.A. LIFT SHALL BE DONE AS THE LAST PHASE OF PAVEMENT. ALL H.M.A. PAVEMENT JOINTS SHALL BE PLACED ON THE PROPOSED LANE LINES. SEE STRIPING LAYOUT ON SHEETS 5 THROUGH 8. ® FOR LIMITS OF COLOPLANE ASPHALT CONCRETE PLEASE SEE WIBLE ROAD CONSTRUCTION PLAN SHEET 7. RIGHT TURN THRU LANE LEFT TURN LANE �--"� J - TYPE D" LOOP DETECTOR STOP BAR 15' TYPE E LOOP DETECTOR LOOP LAYOUT TYPE E ADVANCE LOOP DETECTOR (THRU LANES) 285' BEHIND THE STOP BAR NOT TO SCALE WIBLE 1cOA0 SECTIONS ANO LOOP LAYOUT LEGEND; NOTE: FULL DEPTH RECONSTRUCT AREA OF 0.75' TYPE "A" N.M.A. CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL DLC's AND L.II -III DETECTOR EXISTING NATIVE GROUND COMPACTED TO 959, MAX RELATIVE DENSITY. TO MEET TRFICALOOP LAYOUT SREPLACEMENT FOR OF CONDUITS, !F NEEDED SHOWN 6.1-1865 0.40' GRIND AND OVERLAY CITY RECORD No. F,re Nome:PLANS - S H AND WIBLE Drawn: ES PAVEMENT REHABILITATION 2098-2099 RSTP: SHEET vo. CITY F BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: TW203/T9K277 Engineer: ES S H STREET FROM PACHECO RD TO WHITE LN AND WIBLE ROAD FROM WHITE LN TO PLANZ RD 3 OF 71 Date: Mar. 7, 19 lChecked By., O 1 2 3 N N Z V1 !n J W M fn W F- r 0 a 0 a a M O N r t i 0 0 -J w ti QROFESS/ 9� SINGH JGINEER e` r � C 80507 � CITY OF BAKERSFIELD NTI F 1501 TRUXTUN AVENUE 9pF Clvo._ O�� BAKERSFIELD, CA 93301 OF CAS E REVISIONS 9 0 (11 ( Outlet F- - 4 5 (7 4m) Mm - - �'7 40'(12m) , See standard dowing SW -6 home and 26.25"(067m) E 1515" (0.64mJ 1.0' (0 Jim) FCC slob not to be poured unlB pawing Note: PCC Shop not to be placed anti is fn Place. Slob and lid to be 0125' to Paving is in pfoce. 075° (3mm to 7mmJ below new PaSowcut ing20' (O.bmJ Squwe A. C. Paving µNae incoming and outgoing F o carer detods Co t0.5" O.77m ( ) 075• (2R m) Edge Pick Hale sewers in a manhole very in o size, extend lower halves o/ sewers a0' 02m beyond r a o ( ),., inside of wall and cher e Shell S� E \ \ Me upper and oufgoinsewas shot! be ` 1.5' (40mm) e -, '� 1.375' See Detail it' (35mm) 0.625' (15mmJ F ()bar.) a' (�tiond) Q5° x 0.375° diamond (12mm x 9nxnJ O' 25mm Lellers ( ) \ 015' (5mm) Hign Mat, o 4' o transition channel between 4.0" Dia - removed end the broken edges QIZS' (3mmJ Deep h roA 60 (015mJ N ends of lower halves of pges 12m (12m) a \ Shea .:; .. ":. o ,. L _ ., f ere;9 - / shse be aslaed smooth with cement mortar. , (02 Geer en'J 0.5" (l3mmJ OP m4 o; A A MONUMEN �o .Buddm9 .a.. •r'' ' Where incoming and outgoing = Cosa 5$ .Genera . A. 7 ;,; "- 0. 20,bm) Clear enng E Y 0.43m' Paper er .: ,. sewers m o manhole we of o E \ i o (0.83mJ Top CI Via'• Plastic in pints the some diameter, the be, e` o be L_ - - - - - - - - J ` SECTION B-8 Mawment /sg BKSF' only T �' 4.0'Dia ! a x rammed belween walls Cud Inlet (""D Q5' (I2mm) Hole .. the broken edges shaft be i SECTION A -A 10' (015m) plastered smooth with 4'. ,GJ 0.75" (20mm) Letters Pipe Casing 12° (0.3mJ Dia.• cement mates PLAN AT BOTTOM TOP VIEW Note. PCC claims to be -} �{ 0.5'(ISmmJ 0.125"[3mm)High 20' (066.) Squae PLAN Generate Pad PLAN AT SURFACE poured unfJ pawns is in plan. �" 110'(25mm) pattern letters 0./25° (3mm) See note It 12125° (03m) SECTION THRU MONUMENT P.GG slob not fo be owed anti P R=0.5" lid 1.5° (40mm) self high LO' (15mm) Dia RO6' (7mmJ 0.675 16mm 10.75° (0.27mJ ( ) paving is in place. Slob and (12mmJ to be 0.125° l0 025' (3mm to 6mm) drahin blind ick 9 p ?0' (SOmm) Pattern cents Ade 0.375" (lpnm) NOTES: 9.875' (0.15m) 075° (/9mm) below new hale letters 0115 (7mmJ i. All wank shot! ca+/am to Me oppficable sections of the 1.0"Mm. u e - high A A B 5 ,N B specifications entitled Standard Specifications, Stale o/ J Department of Tansportation; approved Concil .625' 4 m Cdilomia(5Q,m) the /slowing SECTION SEWER CLEANOU 0.75° (6mmJ ediflan, bard 9.5° (074m) genera/ notesNOTES: rpohg o w Notch lid to See note IL o o 2 Cosliii s shah conform to the rowsians of the'^ 9 P � 1. Alf work shelf conlam to (he opplicoble sections o/ the 21 Mates, fF %nal r P ck hale 8, clan sons `OIw grey -iron costings serial desgnatiw ASTM A48 doss rro. 3� speaffeations entitled "Sfandad Specihcohms, State of ley Packed 0.375'(llbnm) 10.175' (RT6mJ Coifernia, atment of Tran aMtbrn oved Mm.OP sA ePW (06) °or 1.0' (25mm Pattern 1.0' (25mm ) J Pattern 0625" (15mm) pattern letters Q775' (3mmJban( 3 AA frames and rovers shall be tau10" 9h, grey cyst uos Jreecarrot edi(ian. !£ NOTES: /elfers 0.175° 5mm ) hitters 0.125"(3mm)h' � ways cracks swdk, one cora sneer, one stroll Hare a 10.875' ¢Zionhigh. ( ) Location les high MANHOLE CLEANOUT wwkmanlrke Pmish. 2 All unlined mtmnda pints shaft be filed with Kent 1 All work shall con/am is the applicable sections country of origin SECTION A -A manholes W w approved black medic equal. Inside ofinside/ the spealrco afians entitled Sfandad Speciprcatians 4. Me seats of frames and hewing laws of the rovers shall be must be mertered enol neatly raked a weed on inside State o/ California Department of Transparlatlan ; Stamp Disk with RRf. machined !w o smooth, non -rocking /i( between the two Castings. of pipe opprovad carrot edition. NOTES: w LS Number 5 CCstin shall be thoroughly cleaned and 9 shot doped twice in o 3 Pre cast reinforced manhole sections short be constructed P' e Poe 1. All bermes and cow.rs shall be tested to xcwacy I/31' (7m.) Cancere depression /w preperation o/ asphalt or cad ter and oB applied of 300° F in occwdmce with the rodsions of ASTM C-478, P 2 Mtwo shall o/ one pat Portland Cement Wrks o/ Rand shelf be marked in sets ries to deliver P Y Machined Serve ' purposes to farm a lm, and tenacious sed. Nn9 P ro cunenf edilian. f chert enol fora ports of clean, well graded sand Sur/oros 4.0' Dio. (1.2mJ 2 Me cents of names and bearing faces o/ the covers 6. Concrete shalt canfain no eddifives adess prior wrilden approval 4 AlI sewer moMdes shah be lined with °T -tock" a - 3 Joints shill be %Alae with malar and neatly warred stroll be machined far o smooth non -rocking lit between I0.5" (O17mJ is beloved from the Cit Engineer' Y approved equal. r4"' w wyied on inside of Pte' the 1. Castings Taper Corer 4.0' 0th 7 Concrete shall be cured with a white pigm aled curing compound 5 Concrete ad shall De cured with a white pigmented (12m) P Pgm s -` 4. Pre cast reinforced manhole sections shill be 3 Cortins shatl be thoroughly leaned and d' ed twice 9 4hY NP complying with sochon 90-7018 of the Stondad Speci%rca(ians curing compound as per section 90-7018 of the standardin constructed m accordance with Me provisions of o quirk-Hinyg A! -block osPhstic compound to frame specifications '.."f.. \:: :• e ASTM C-478 current edilian. provide a prolective coating. 8 Me surface drill be finished to grade, troweled smooth, and Shelf slope is 833$ 6. See slonderd dowing SW -6 fa frame, cow,, and '$ :r• 5 fccenhic side should be instilled in the upstream <. All Names and covers shall be gray cost nae nee DETAIL ""A" 20" siren alight eraan lmish. (50mm ) drop manhole details direction o/ the main line whenever possible w an p ban warps crocks hies swells and cold shot, and 9. All concrete used shill be Gass 'A°. _• f e, duecled by the City Engineer. shill have a workmanfrke finish. Highway leading should 9. the 20' (woo) pattern /e!(as an the manhole covers 7 A/I Manners shill be smooth finished with steel trowel - " ^ j:" .. °i be HS 20-44. Ease here are of the following des' olions' DRAM w SFkR M"5 0.175' (Jr.) l0 Me name of the manufafurinq company shill be an Me Shelf shah be broan AmEW fes Eli resistance ' 4.0°Min. 1' p L i 6. All lransilians between pipe inverts shelf be o underside of the rover. (07) .L \ f smooth wrapped surface. 5 Casting shill conlwm to the prow'sians of the specilrcations 10. Assembly chs/ be designed for highway loading o/ HS 70-44 Gbsg�wA `�" / /w o am caseins serial designation ASTM.' A-48 gra) 9 4m DTs: shall be Lentz Disk and Stem 10 be 11. Ppe casing shall be l0' (015mJ LD. steel, AOS, a as g t , • (latest revision), Class Na 'W.. 1l. 20' x Ill' (50mm x 75mm) diamond mal 0.125' (5mm) deep. No 8134-f3 w cost together o/ Bronze o9a directed by the City Engineer. �ALTBSC Ae: FILER ME: SW-2REV 9'4,• _ cA.x 4'onCFCl2 6/R/99 .C9nere(g _ FILER E- W-4REVI pwh 6/2/99 6. Me name of the manufacturing company shill be RLENAMM SW-6BEV Ah 8/2/99 opProvid egad 0.438',, 2.0'Shonk FILENAIAE: ST-21REV W aAh 6/3/99 y (23anmf STANDARD aRA.M 567' (f7m) STANDARD .AN, an the underside o1 the cow STANDARD J STANDARD Lou JCU I. Hca (11mm x 50mm) DAA Lou .cam a.69'(143mJ M. SHAW MANHOLE SECTION .cane M. 7 Manhole home shall we' not less then 120 his FRAMES AND scam .Sam MANHOLE SNA. MANHOLE (54g) mar more than 750 lbs (1i3kg). The cover 91AW COVERS FOR11 SURVEY M. SHAW wAn TYPE "A" N.T& uWr TYPE '"B" NT% shall weigh not less than 120 his (549) nes more =EM. MANHOLES & CLEANOUTS "''S' MONUMENT w<e N.T.S. Special AwRowa seer ver AggregateSECTION APPADvcD SHEET .0 than 200 his (91kg). APPRORD .ccT Na 0.438' APi. s..T Be CITY OF BAKERSFIELD SW -2 attus CITY OF BAKERSFIELD Sall_ 4 CIT/ OF BAKERSFIELD SW -6 IIMM) CITY OF BAKERSFIELD ST -21 rb ( ) CALIFORNIA CALIFORNIA B. Manhole cDlevs Shall hove a self drdnin bl/nd pick g pi CALIFORNIA CALIFORNIA hole unless otherwise approved by Me City Engineer. DOME HEAD DISK DETAIL Ory ENQvRR PUBLIC WORKS DEPARTMENT aTi Enema PUBUC WORKS DEPARTMENT iny ENGNEEA PUBLIC WDRKS DEPARTMENT 6 PUBLIC MINKS DEPARTMENT 6.1-1865 07-ANOAKI? DETAILO lie NOme.'PLANS - 5 H AND 117 Drown: ES PAVEMENT REHABILITATION 2098-2019 RSTP. SHEET Ivo, C/%@� F R�1 /�ERSF/SLD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K203/T9K217 Engineer: ES Date: Mor. 7, 19 Checked By: S H STREET FROM PACHECO RD TO WHITE LN AND WIBLE ROAD FROM WHITE LN TO PLANZ RD 4 OF 71 O 1 2 3 9,tOVESSlpryq SI NGI, REGISTERED C1V1L'ENGINEER C 80507 r ,t CITY OF BAKERSFIELD Jr Q 1501 TRUXTUN AVENUE 1A Cfvt\- BAKERSFIELD, CA 93301 OF CA F REVISIONS No. DATE DESCRIPTION N 1 / / Z W n ED 2 / / Cn w 3 / / 4 / / 0 h 0 0 a II 0 rn O N r s 0 O N 3 s 3 w 3 Q V) Z Q J N 3 a c o a n n N Y O Z Q O N Y CL Y w O 6.1-1865 07-ANOAKE? OE7-AILD w CITY RECORD No. o Erre Nome.PLANs - s x AND N1eLE Drnwn: Es PAVEMENT REHABILITATION 2018-2019 RSTP: SHEET N0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job NeP T9K2pJ T9K217 En ineer: ES S H STREET FROM PACHECO RD TO WHITE LN AND WIBLE ROAD FROM WHITE LN TO PLANZ RD 5 OF 11 Date: Mor. 7, 19 Checked By. O 1 2 3 ( FlaWine Nevolion of Ihs pain! shoo ° SD$ maximum sl �Carb tote / Flow!me rro( be bdaw Newnan of other end °pe' AL IfRNA7E tOCA BQN TO BE M91EY PLACED M EA7SRNG SYDEWALK, Of this relwn, Unless athnwise approved SIDEWALK SHALL BE CORE DRILLED. 15' (4.6m) - SMgle Dvection Entrance ' 20$ minimum slope Cwb romp of both comers by the City Engineer. USED MEN THE SIDEWALK ^ Unless approved by City Engineer. Pe' Slandwd Delati ST- 10 I Y,_ �e=1-)� Expansion join!, !}p. -I^p- yam ries I EX7fNO5 FRIM! THE CURB JO"(9.ImJ -Double Direction Entrance TO THE PROPERTY (INE, Right o/ way line Street Width PARRWCAR(Y!N COMMERCIAL Msfoll handicap ramp at Expansion lmiaDle .x Da(h curb returns per Jomt ; 7 AepI'h AREAS A MINIMUM OF QO.B srandoid ST-TQ�� �_. �FOoM' � A 4'(12m) CLEARANCE /S 7YPE B.SS g City 1 Expansion REWIRED FROM BACK W Y (5.lcm) CALYANlZED STfTL Hpf r .. A R/jy Joint SIDEWALK TO EDGE of _ _ SIGN POST. AS PER AMERICAN FENCE CQ See Note 7. --- 2.0' (O.bm) ' A. pt V) E 117 p'"p11 A 60' wide Gass atter � G4rb &Gutter � F °�f[aFlawlMe41�&(45 Goss (>iller Grade = 0.6$min, Expansion pitIp.(15OmmJBACK rN Sr0£WALK 20'(0.6m) PLANVIEW(O.bm)ExMSWnAfxpansiw-fix%{P7(]50mm6mm) RWpJwnt!7R BGT CAST IN70 JointPLAN B.O'CUSSJ $'P.GGONCRETE 20' 4.0" U 60' (Lbm) 60" (Lem) !yp �� 60"min. Cross slope not to exceed 20$ --� -.- 8 (200mm) MIN 4.0" 40* (lOOmm) Lecel Line 6.0° 015m (IOOmm) J-��.�� `""�-i-•• •�'• .:. .. � :� ��. � 7och �TSee Note 11. R00 DR BO(7 See Note 3 SECTION A -A MRU DRlILfO HOLE 12.0' (J7m) 51ZF WSIgJ PANELS SHA(L @E ASSUMED AS STANDARD DEN07E0 IN MEJ - ,{M reNOTES: CALTRANS TRAFFIC MANUALS UNLESS OTHER SIZE IS SPEGFIED ECSENHf@f RLRU BOLT OEIA2 hal/ at eanmprcial dice npJ SECTION A -A 7. All workmanship and materials shall conform l0 8. Expansion joint filler material shall consist of preformed the applicable sections of the specifications entitled strips of durable, resilient compound that conform to the 'Stale of California, Department of Transportation, requirements of the Standard Specifications. NOTES Standard Specifications", hereafter known 9. Sections of existing cross gutter being removed for as 5londard Specifications", current City approved replacement shall be sawcui at the limits of removal as SIGN PANEL REF(ECDWTY GRADES 1. Al! work shall carlam to the applicable sections 9. An open sbee! permit is required Ia Nf wok done edition, directed by the City Engineer. The section being removed o/ the sped/ico(ions enliNed 'Standard Specilcotions, with the City al Bokenlidd's rghf-al--way 2. A current Street Permit issued by the City of shall be a minimum of 5.0'in length and sowcuts shall Slate o/CN7omia, Department o7 Tionspatoliw; Bakersfield Public Works Department must accompany align with existing joint or score line. Replacement shall STOP 9pJ5 &ALL OTHER ROADSIDE SIGNS -- H/p/ /NTFNSIIY GRADE opproced current erh'tan. 10 Beering sod shat/ be compxfed to 95$01 maximum all work within the City right-of-way conform in dimension and location to the adjacent existing dry density as determined by A.S LM D-1557 to o depth 3. Subgrade for cross gutter shall be constructed improvements unless otherwise directed. true to grade and cross section and compacted to 10. Sections being replaced may be poured against existing Z. Subgrade preparation Iw crossguker shill conlam of 1.0' (OJm) bdaw ciossgutter and 1.0' (O.JmJ to each 95% of maximum dry density as determined by pavement, IF in good condition and with prior approval of the to the requirements of the Standard Sped%notions side o/ the wassgurfcv. ASTM D-1557 to a depth of 1.0'below lop of City Engineer. Otherwise, the existing pavement shall be sawcut subgratle and 1.0'to each side of cross gutter, a minimum of 2.0'from the edge of concrete or as directed 3 Concrete /a crossgutter shah be Gass i7` and !t. The minimum slope on dl cross gutters is 0.6%unless q, Concrete for cross gutter shall conform to the by the City Engineer, Pavement patch shall conform to the MWNDNC REW/REMENTS shall canlwm to the requvements of the Standard approved otherwise by the Gly Engmeer. requirements of the Standard Specifications for minor requirements of City Standard ST -17. Specificalians. concrete (min, cement content 505 Ib/cu yd). 11. Rebar, g4 of 24' O.C. both ways, the entire length of S/pJ PANELS SHALL BE MOUN7E0 WIH HANNA'S M2C SERffs BIXT AND I? Al/ crossguller locations and sizes ore fa be approved Concrete shall contain no additives unless prior cross gutter, including apron, with 2" clearance from bottom b the Cif En Meer. VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL. STCNS MWNIfO A Expansion Joints shall be rnnstruafed of every 30" y y EmAh- is obtained from the City Engineer. of concrete. ON SIGNAL OR OTHER POLES SHALL & ATTACHED N1Dl STAINLESS 57ffL (9.0n) a as direcon ted by the City Engineer. Id For mapr retail canmercial centers, the 12' (36m) 5. Timber forms shall be surfaced on the side placed 12. Refer to Drainage Section 3.5.4 for allowable usage of wide crossgutler shill be Niminaled with the pron'sian next to the concrete and shall not be less cross gutters. SNAPSAND HAXKlNS M2C SER/ES BOLTAND YANOAL PROOF NUT ASSEMBLY than 1.5" thick after being surfaced. Forms and 5 Fur sfondwd handicap romp dbnensions and or other drainage locilities and with the opprowd of the OR APPROVED EQUAL DR!lLfO NIXES SHA(( NOT EXCEED DIAMETER OF BIXT notes see City al8akers%reld Slondwd SI -!D w Gty Engmeer, subgratle shall be wetted immediately prior to MORE MAN 1/16" (L5mmJ. TOP OF POST IS TO BE BELOW TOP OF SIGN PANEL as directed by the Gly Engineer. placement of concrete. 6. Concrete surfaces shall be troweled smooth, edged BY NO MORE THAN 15" (d8 cm) and then given o light broom finish. Immediately 6. Concrete /a sh0ll be wllllla 2$" FILENAME: Si-3REV i-03.aWC gutter after finishing, all exposed surfaces shall receive a (65mm) to 4.5" (L1Gnm) slump. °"w 6/1/99 uniform application of white pigmented curing °"w Delta °"w 01/97 STANDARD compound conforming to me requirements of the STANDARD STANDARD ca- "u Concrete shat/ contain no additives unless 'm0 Standard Specifications. CC f � acu/ew act prior appr11 oval is abtaMed loan the COMMERCIAL DRIVE aeaeo 7, Expansion Dints shall be constructed at ends CRSS GUTTER APPROACH M. sNAw i s iESN P1P10s,w City Engmeer. sr.• of curb returns. Weakened plane joints, 2.0'deep, MISCELLANEOUS SIGN DETAIL TYPE A�" shall be placed where apron meets the cross gutter sc.a N.T.S. SCALE N s B. Concrete shN/ be coved with a white pig- mPrsown 51w' XOand at 10'mazimum intervals in the cross gutter or mPRow °nm' NP "P,nwsa wloo. Na mented curing compound complying with sedian CITY OF BAKERSFIELD ST- 3 as directed by the City Engineer. CITY OF BAKERSFIELD S-(•_ 7 CfTY OF BAKERSFIELD 90-ZOIB of the Standwd SpeciCrmtims CALIFORNIA CALIFORNIA CALIFORNIA T -Z PUBLIC WaRKS DEPAR1MENl PUaaL WORKS pEPPR1MENi LULL .== ppR}A1 Ni 3 w m m z z WE T I V, z a m 3 a c N T U7 I N Y z z a 0 N Y h a So th thrn I of rn 0 N Lb s N N r OfU w O 9 CONSTRUCT/ON NOTES: 1E CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON THE PLANS. F CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB STANDARD SW -2 OR SW -4. P CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21. ® MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS. ❑5 CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. © WATER VALVE TO BE ADJUSTED BY OTHERS. ADJUST PULL BOX TO NEW GRADE. © CONTRACTOR SHALL RELOCATE ROADSIDE SIGN TO A LOCATION OUTSIDE OF THE PROPOSED ACCESS RAMP CONSTRUCTION. �g CONTRACTOR SHALL INSTALL CROSS GUTTER PER COB STANDARD ST -3. Lu N� r� NN N ►- J OC 9 O �W N Pfd CHECO 90A 40 J T GENERAL NOTES: 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE BAKERSFIELD MUNICIPAL AIRPORT LOCATED AT 2000 SOUTH UNION AVENUE. CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCATIONS, WHETHER SHOWN OR NOT ON THE PLANS, ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE TO INDENTIFY AND LOCATE ALL OVERHEAD AND UNDERGROUND UTILITIES IN THE FIELD PRIOR TO BEGINNING WORK ON THE PROJECT. 3 ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO THE 2010 STATE OF CALIFORNIA STANDARD PLANS. .SOUTH H 07 -KE 'T T 4a—G-- C=EO I QROFESSlpNq F� 51 NGH VEER e` f C 80507 CITY OF BAKERSFIELD Jp _ OKERSFIELD,NCAu93-501 9ENUE , TFOFl BAcm- REVISIONS SCALE: 1 " = 40' 2 � � T VINCA COURT ❑D T T i, 1SOU75HH,5TJ1N-`.EET Lu lu 'wnn a k Vl WHITE LANE ,— 1 fJ�bi SEW W T f \7 'r 1 dl I ! 11 WHITE LANE CITY OF BAKERSFIELD, CALIFORNIA I PUBLIC WORKS DEPARTMENT SYMBOLS: A ADJUST MONUMENT FRAME AND COVER o❑ ADJUST MANHOLE FRAME AND COVER W.V. X WATER VALVE TO BE ADJUSTED BY OTHERS G.V. DN GAS VALVE TO BE ADJUSTED BY OTHERS MANHOLE FRAME AND COVER TO BE ADJUSTED BY OTHERS. •SEW ADJUST MANHOLE FRAME AND COVER 0 S ADJUST MANHOLE FRAME AND COVER NOme:PLANS - S H AND W3LE Drown: ES No.: T9K203/TW217Engineer: ES te: Mar. 7, 19 lChecked By: 0 LEGENE) 0.875' OF H.M.A. FULL DEPTH RECONTRUCT. CONCRETE. COLDPLANE ASPHALT CONCRETE TO LIMITS SHOWN ON PLANS. ,SOUTH H OTKEET CONST-KUCTION PLAN 6.1-1865 PAVEMENT REHABILITATION 2018-2019 RSTP: SHEET NO. S H STREET FROM PACHECO RD TO WHITE LN AND WIBLE ROAD FROM WHITE LN TO PLANZ RD 1 6 OF 11 STRIPING AND MARKING NOTES: N PACHECO IZOA D 1 7 F,) P � -�t- ids' 337 iF 80 74 SF U GENERAL NOTES: 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE BAKERSFIELD MUNICIPAL AIRPORT LOCATED AT 2000 SOUTH UNION AVENUE. CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCATIONS, WHETHER SHOWN OR NOT ON THE PLANS, ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE TO INDENTIFY AND LOCATE ALL OVERHEAD AND UNDERGROUND UTILITIES IN THE FIELD PRIOR TO BEGINNING WORK ON THE PROJECT. 3 ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO THE 2010 STATE OF CALIFORNIA STANDARD PLANS. ,SOUTH H STREET ESSIO/<<((P NVGINEERC 80507 c CITY OF BAKERSFIELD L"e- 1501 TRUXTUN AVENUEVIL\FBAKERSFIELD, CA 93307CA REVISIONS SCALE: 7" = 40' / / 2 / / VINCA COUNT ILI 0 L a -F _ _ + - -_ d�--------- -_--� - - - 21.0' 21.0' 4 1075 LF 123 LF 5 21.0' N { 764 LF L - � I -- - - - 5 734 LF --------- 12.0' --- -12.0' --- --- ------ -- lL, .�.- -�. 12.0' - - - - - - w w 779 LF-`� `c;.�+ kms'�.-., ��.-. 3 1 1.0' 3 s; r:^ r S Cl)I J 3 +00 13+00 + 14+DO 12' 15+00 �1z.o' 16+00 19.0• O INSTALL 1' WIDE (WHITE) BAR/PEDESTRIAN CROSSWALK MARKING OINSTALL TYPE IV ARROW (R). 15SF O INSTALL TYPE IV ARROW (L). 15SF 4O INSTALL DETAIL 9. SO INSTALL DETAIL 38. a 6O INSTALL DETAIL 38A. N z w 0 55 w m 0 w 0 J d N PACHECO IZOA D 1 7 F,) P � -�t- ids' 337 iF 80 74 SF U GENERAL NOTES: 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE BAKERSFIELD MUNICIPAL AIRPORT LOCATED AT 2000 SOUTH UNION AVENUE. CONTACT THE CITY's ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCATIONS, WHETHER SHOWN OR NOT ON THE PLANS, ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE TO INDENTIFY AND LOCATE ALL OVERHEAD AND UNDERGROUND UTILITIES IN THE FIELD PRIOR TO BEGINNING WORK ON THE PROJECT. 3 ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO THE 2010 STATE OF CALIFORNIA STANDARD PLANS. ,SOUTH H STREET ESSIO/<<((P NVGINEERC 80507 c CITY OF BAKERSFIELD L"e- 1501 TRUXTUN AVENUEVIL\FBAKERSFIELD, CA 93307CA REVISIONS SCALE: 7" = 40' / / 2 / / VINCA COUNT ILI 0 L a -F _ _ + - -_ d�--------- -_--� - - - 21.0' 21.0' 4 1075 LF 123 LF 5 21.0' N { 764 LF L - � I -- - - - 5 734 LF --------- 12.0' --- -12.0' --- --- ------ -- lL, .�.- -�. 12.0' - - - - - - w w 779 LF-`� `c;.�+ kms'�.-., ��.-. 3 1 1.0' 3 s; r:^ r S Cl)I J 3 +00 13+00 + 14+DO 12' 15+00 �1z.o' 16+00 72 SF 1 PACHECO ROAD 17.0' 1 16.0'( 18+ O 12.0• 5 140 LF 9e -j-00 12.0'�20+00 21+00 W 1075 LF - - - 15.5' Q (Q Lu I _+ _ .SOUTH H STREET 2 I N e _ - ___ -- �� + 11.0' s - - -' - - - - - -$-' _... N ------------- -- - =----------------- - _ o / ----- - - __ �_ �- - NU1 21.0' 526 LF zo.0' -_ - t- _ \=-- --�-=-_-!l --120- mZ - - - - -n- - - -�- - - - - + z+0- - - - - - 21.0' 411200 LF 1 �I- {� 12.0' )760 LF 12.0' + 12.0' _ 12 _ _ w w Z Lu 10.8• 3-._i.- -- 12.0' - - - 5 109 IF 12.0' 22+00 23+00 24+00 1 z. o' �` _ __ �_� _ j J AC 25+00 26+00 27+00 28+00 29+00 30+00 13.0' f 5.5' UO T- -- � - 15.5' --- -- ------72.0'=1- - -- Q w�� �¢ -\ �. -_ _ x-.. =- -_ x�.-.--.x- � 1200 LF - 15.5• - T - - - - - Q lu gw 1 x_ - _ - - - -_lu = 1 I N CALCUTTA DRIVE WHITE LANE SOUTH H .STREET �? i 15.5' C4)242 LF N - - - - - - - 3 12.0 ' 3 3 . 11.0' 6 145 LF - '- SOUTH H STREET z�34+00 6+00 07KIPINO ANO MARKINO PLAN J UC 11LZ � • 7 - - _ 11.045 LF 4 246 LF �` 3 11.0' 5 135 LF 5 1 93 SF _ '."`- ____�= 10.2_ f r Lu N 1 0 it 6.1-1865 WHITE LANE CITY RECORD No. File Nome.PLANS - s H 4No wie F Drawn: ES PAVEMENT REHABILITATION 2018-2019 RSTP: [:7 ET No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT No.: TW203179K217 Engineer. ES Dote: Mar. 7, 19 Checked By. S H STREET FROM PACHECO RD TO WHITE LN AND WIBLE ROAD FROM WHITE LN TO PLANZ RD OF 71 *ti 0 1 2 3 19.0• -a- x- 72 SF 1 PACHECO ROAD 17.0' 1 16.0'( 18+ O 12.0• 5 140 LF 9e -j-00 12.0'�20+00 21+00 W 1075 LF - - - 15.5' Q (Q Lu I _+ _ .SOUTH H STREET 2 I N e _ - ___ -- �� + 11.0' s - - -' - - - - - -$-' _... N ------------- -- - =----------------- - _ o / ----- - - __ �_ �- - NU1 21.0' 526 LF zo.0' -_ - t- _ \=-- --�-=-_-!l --120- mZ - - - - -n- - - -�- - - - - + z+0- - - - - - 21.0' 411200 LF 1 �I- {� 12.0' )760 LF 12.0' + 12.0' _ 12 _ _ w w Z Lu 10.8• 3-._i.- -- 12.0' - - - 5 109 IF 12.0' 22+00 23+00 24+00 1 z. o' �` _ __ �_� _ j J AC 25+00 26+00 27+00 28+00 29+00 30+00 13.0' f 5.5' UO T- -- � - 15.5' --- -- ------72.0'=1- - -- Q w�� �¢ -\ �. -_ _ x-.. =- -_ x�.-.--.x- � 1200 LF - 15.5• - T - - - - - Q lu gw 1 x_ - _ - - - -_lu = 1 I N CALCUTTA DRIVE WHITE LANE SOUTH H .STREET �? i 15.5' C4)242 LF N - - - - - - - 3 12.0 ' 3 3 . 11.0' 6 145 LF - '- SOUTH H STREET z�34+00 6+00 07KIPINO ANO MARKINO PLAN J UC 11LZ � • 7 - - _ 11.045 LF 4 246 LF �` 3 11.0' 5 135 LF 5 1 93 SF _ '."`- ____�= 10.2_ f r Lu N 1 0 it 6.1-1865 WHITE LANE CITY RECORD No. File Nome.PLANS - s H 4No wie F Drawn: ES PAVEMENT REHABILITATION 2018-2019 RSTP: [:7 ET No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT No.: TW203179K217 Engineer. ES Dote: Mar. 7, 19 Checked By. S H STREET FROM PACHECO RD TO WHITE LN AND WIBLE ROAD FROM WHITE LN TO PLANZ RD OF 71 *ti 0 1 2 3 CONSTRUCTION NOTES: 1� CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON THE PLANS. F CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB STANDARD SW -2 OR SW -4. ❑3 CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21. ® MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS. CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. © CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2010 REVISED STANDARD PLAN RSP A88A. 0 CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA 2015 REVISED STANDARD PLAN RSP A88B. ® WATER VALVE TO BE ADJUSTED BY OTHERS. g❑ CONTRACTOR SHALL RELOCATE ROADSIDE SIGN TO A LOCATION OUTSIDE OF THE PROPOSED ACCESS RAMP CONSTRUCTION. I0 ADJUST PULL BOX TO NEW GRADE. 11 CONTRACTOR SHALL INSTALL CROSS GUTTER PER COB STANDARD ST -7 12 CONTRACTOR SHALL INSTALL CROSS GUTTER PER COB STANDARD ST -3. GENERAL NOTES: 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE BAKERSFIELD MUNICIPAL AIRPORT LOCATED AT 2000 SOUTH UNION AVENUE. CONTACT THE CITY'S ELECTRICAL SUPERVISOR, 24 HOURS PRIOR TO DELIVERY AT (661) 326-3152. 2 ALL UTILITY LOCATIONS, WHETHER SHOWN OR NOT ON THE PLANS, ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE TO INDENTIFY AND LOCATE ALL OVERHEAD AND UNDERGROUND UTILITIES IN THE FIELD PRIOR TO BEGINNING WORK ON THE PROJECT. 3 ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO THE 2010 STATE OF CALIFORNIA STANDARD PLANS. QROfESS/pyq / e! �44�QsiNCNc�F 3" RR GISTERED CIVIL ENGINEERCIVIL ENGINEER C 80507 A CITY OF BAKERSFIELD sTq CIVI` �P ® 7507 TRUXTUN AVENUE T BAKERSFIELD, CA 93301 F OF, CAC�F� REVISIONS SCALE: I" = 40' W / / HITS LANE lu mN ti NW WJ JO Lu �W W N PLANZ 90A0 PLANZ 90AD SYMBOLS: ® ADJUST MONUMENT FRAME AND COVER o❑ ADJUST MANHOLE FRAME AND COVER W.V. CONCRETE. D4 WATER VALVE TO BE ADJUSTED BY OTHERS G.V. N GAS VALVE TO BE ADJUSTED BY OTHERS [o MANHOLE FRAME AND COVER TO BE ADJUSTED BY OTHERS. 0SEW ADJUST MANHOLE FRAME AND COVER 0 s ADJUST MANHOLE FRAME AND COVER COLDPLANE ASPHALT CONCRETE TO LIMITS SHOWN ON PLANS. W15LE 90AD CONO-MUCT10N PLAN 6.1-1865 CITY RECORD No. File Nome:PLANS - S H AND W18LE Drown: ES PAVEMENT REHABILITATION 2018-2099 RSTP: SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K203/TW217 Engineer: ES Date: Mar. 7, 19 Checked By: S H STREET FROM PACHECO RD TO WHITE LN AND WIBLE ROAD FROM WHITE LN TO PLANZ RD 8 OF 11 O 1 2 3 LEGEND 0.875' OF H.M.A. FULL DEPTH RECONTRUCT. CONCRETE. COLDPLANE ASPHALT CONCRETE TO LIMITS SHOWN ON PLANS. W15LE 90AD CONO-MUCT10N PLAN 6.1-1865 CITY RECORD No. File Nome:PLANS - S H AND W18LE Drown: ES PAVEMENT REHABILITATION 2018-2099 RSTP: SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T9K203/TW217 Engineer: ES Date: Mar. 7, 19 Checked By: S H STREET FROM PACHECO RD TO WHITE LN AND WIBLE ROAD FROM WHITE LN TO PLANZ RD 8 OF 11 O 1 2 3 1501 v z W C Lo w m 0 W 0 0MOLE KOAO IIr i IL m 0174- 00 0 N S i 0 T O S 3 a w m Z z Lu UA 0Lu Lu in I N m F 0 z M O N Y 41 a O N I s N N V W 0 N O 1 2 3 GENERAL NOTES: QRo> Ess/oNa STRIPING AND MARKING NOTES: sINCH �F 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE BAKERSFIELD MUNICIPAL AIRPORT LOCATED AT O INSTALL 1' WIDE (WHITE) O INSTALL DETAIL 9, 11 INSTALL PAVEMENT MARKINGS BIKE 2000 SOUTH UNION AVENUE. CONTACT THE CITY'S ELECTRICAL SUPERVISOR, REGIS TERED CIVIL ENGINEER � C 80507 � BAR/PEDESTRIAN CROSSWALK MARKING LANE SYMBOL WITH PERSON AND 24 HOURS PRIOR TO DELIVERY AT(661)326-3152. O6 INSTALL DETAIL 32. BIKE LANE ARROW. O2 INSTALL DETAIL 22. CITY OF BAKERSFIELD `r2gT C7V1�- a�P O7 INSTALL DETAIL 38. 12 INSTALL PAVEMENT MARKINGS 2 ALL UTILITY LOCATIONS, WHETHER SHOWN OR NOT ON THE PLANS, ARE BAKERSFIELD, N AVENUE FOF CA1-1F�� O INSTALL TYPE IV ARROW (R). 15SF "RIGHT", "TURN", "LANE". APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED O8 INSTALL DETAIL 38A. BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE u O INSTALL TYPE IV ARROW Q. 15SF O TO INDENTIFY AND LOCATE ALL OVERHEAD AND UNDERGROUND UTILITIES REVISIONS 9 INSTALL DETAIL 39. IN THE FIELD PRIOR TO BEGINNING WORK ON THE PROJECT. No. DA TE DESCRIPTION 10 INSTALL DETAIL 39A. 3 ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO THE 2010 STATE OF CALIFORNIA STANDARD PLANS. SCALE: i = 40 2 3 / / 4 / / WHITE LANE ALUM AVE t 12.0'-�3J �--t -- --r�--�-----s-----____�- __------------_._ -�_ 0 11.0 189 LF } 54 SF 7 189 LF �--- - - - - - - - - 568 LF 10 200 LF 5 385 LF 9 170 LF 5.0' 13.0' I _ N � 90 O�3.0' 6 277 LF 2 164 LF W ' 14100 383 SF I 13.0 IL J _ -- _ _- 12.0' 12.0' -- � 6 146 LF 7 -1j4 LF 12.0' 5 1005 LF - ------ 6 385 LF -------- - I 12.0' xo 1 95F 20.0' 11 12.2' 13.5' I ------------- ------- Lu Lu (I 111 1 9 975 LF 13 0' Q fQ WHITE LANE MOcn LE l�oA® 261 LF - - 14.0' 12}.0' - - - 11_ 13.0- _ - _ - - - - _ - _ +- �✓� 7175 LF- - 9 7175 LF �� --- 6 9175 LF 12.0' - ------------------------- ��� 12.0.- - 12.0' J�--------�- 14.0' 11 12.0' I _ - - - - - - - �_ - - 9+0 ,lyJ/175 LF _ - _ - ._ - - - - - - _ - - ' ' N I�LANZ 1zOAD + 4 20.0' 355 LF 9 -------- m 355 LF - 16.5' 11 _ _ _ 12.5' _ 1 101 F Z 12.0' 6 203 CF 132 LF 2 } 4.0' 3 +00 ZJ 6 125 LF 355 LF _ 12.0' 100 LF J ��- -� - --- Wlf3LE ROAD 20.0' T _ - 9 152 LF I 10 202 LF 12.0' 89 SF i ___ _-� -_ .S T1�/P/NG ANO MASK l NG it PLAN PLANZ ROAD 6.1-1865 CITY RECORD No. F;le Nome.vLarvs - s H ANo wreee Drewn: Es PAVEMENT REHABILITATION 2098-2099 RSTP: SHEET:Nj CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No: r9K203 r9K217 Engineer: ES Date: Mor. 7, 19 Checked By S H STREET FROM PACHECO RD TO WHITE LN AND WIBLE ROAD FROM WHITELN TO PLANZ RD 9 OF 1501 v z W C Lo w m 0 W 0 0MOLE KOAO IIr i IL m 0174- 00 0 N S i 0 T O S 3 a w m Z z Lu UA 0Lu Lu in I N m F 0 z M O N Y 41 a O N I s N N V W 0 N O 1 2 3 GENERAL NOTES: QRo> Ess/oNa STRIPING AND MARKING NOTES: sINCH �F 1 ALL UNUSED, SALVAGED MATERIAL SHALL BE DELIVERED, BY THE CONTRACTOR, TO THE BAKERSFIELD MUNICIPAL AIRPORT LOCATED AT O INSTALL 1' WIDE (WHITE) O INSTALL DETAIL 9, 11 INSTALL PAVEMENT MARKINGS BIKE 2000 SOUTH UNION AVENUE. CONTACT THE CITY'S ELECTRICAL SUPERVISOR, REGIS TERED CIVIL ENGINEER � C 80507 � BAR/PEDESTRIAN CROSSWALK MARKING LANE SYMBOL WITH PERSON AND 24 HOURS PRIOR TO DELIVERY AT(661)326-3152. O6 INSTALL DETAIL 32. BIKE LANE ARROW. O2 INSTALL DETAIL 22. CITY OF BAKERSFIELD `r2gT C7V1�- a�P O7 INSTALL DETAIL 38. 12 INSTALL PAVEMENT MARKINGS 2 ALL UTILITY LOCATIONS, WHETHER SHOWN OR NOT ON THE PLANS, ARE BAKERSFIELD, N AVENUE FOF CA1-1F�� O INSTALL TYPE IV ARROW (R). 15SF "RIGHT", "TURN", "LANE". APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED O8 INSTALL DETAIL 38A. BY THE VARIOUS UTILITY COMPANIES. THE CONTRACTOR IS RESPONSIBLE u O INSTALL TYPE IV ARROW Q. 15SF O TO INDENTIFY AND LOCATE ALL OVERHEAD AND UNDERGROUND UTILITIES REVISIONS 9 INSTALL DETAIL 39. IN THE FIELD PRIOR TO BEGINNING WORK ON THE PROJECT. No. DA TE DESCRIPTION 10 INSTALL DETAIL 39A. 3 ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO THE 2010 STATE OF CALIFORNIA STANDARD PLANS. SCALE: i = 40 2 3 / / 4 / / WHITE LANE ALUM AVE t 12.0'-�3J �--t -- --r�--�-----s-----____�- __------------_._ -�_ 0 11.0 189 LF } 54 SF 7 189 LF �--- - - - - - - - - 568 LF 10 200 LF 5 385 LF 9 170 LF 5.0' 13.0' I _ N � 90 O�3.0' 6 277 LF 2 164 LF W ' 14100 383 SF I 13.0 IL J _ -- _ _- 12.0' 12.0' -- � 6 146 LF 7 -1j4 LF 12.0' 5 1005 LF - ------ 6 385 LF -------- - I 12.0' xo 1 95F 20.0' 11 12.2' 13.5' I ------------- ------- Lu Lu (I 111 1 9 975 LF 13 0' Q fQ WHITE LANE MOcn LE l�oA® 261 LF - - 14.0' 12}.0' - - - 11_ 13.0- _ - _ - - - - _ - _ +- �✓� 7175 LF- - 9 7175 LF �� --- 6 9175 LF 12.0' - ------------------------- ��� 12.0.- - 12.0' J�--------�- 14.0' 11 12.0' I _ - - - - - - - �_ - - 9+0 ,lyJ/175 LF _ - _ - ._ - - - - - - _ - - ' ' N I�LANZ 1zOAD + 4 20.0' 355 LF 9 -------- m 355 LF - 16.5' 11 _ _ _ 12.5' _ 1 101 F Z 12.0' 6 203 CF 132 LF 2 } 4.0' 3 +00 ZJ 6 125 LF 355 LF _ 12.0' 100 LF J ��- -� - --- Wlf3LE ROAD 20.0' T _ - 9 152 LF I 10 202 LF 12.0' 89 SF i ___ _-� -_ .S T1�/P/NG ANO MASK l NG it PLAN PLANZ ROAD 6.1-1865 CITY RECORD No. F;le Nome.vLarvs - s H ANo wreee Drewn: Es PAVEMENT REHABILITATION 2098-2099 RSTP: SHEET:Nj CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No: r9K203 r9K217 Engineer: ES Date: Mor. 7, 19 Checked By S H STREET FROM PACHECO RD TO WHITE LN AND WIBLE ROAD FROM WHITELN TA SOUTH BOUND PHASE 9 PHASE 3 p IA DICI IP4 ITA no MEDIAN ISLAND NORTH BOUND PHASE 4 PHASE 2 Lm -LII_.1—L-�-111 i-11 SEE STREET PLANS _J FOR PAVING LIMITS S H CONSTRUCTION PHASING SEE PLANS FOR LOCA TIONS PHASE No. ' NOT TO SCALE SOUTH BOUND PHASE 1 PHASE 3 18, VARIES 2' Min. CHANNELIZING DENCE� MEDIAN ISLAND VARIES NORTH BOUND PHASE 4 PHASE 2 VARIES 18' GLI '.., i �:ii yilai: TIu.T=11 SEE STREET PLANS1=1IC.s.LLL�iS :LLlii I t?i— Id FOR PAWNG LIMITS S H CONSTRUCTION PHASING SEE PLANS FOR LOCATIONS PHASE No.3 NOT TO SCALE SOUTH BOUND PHASE I PHASE 3 IR' I VARIES VARIES NORTH BOUND PHASE 4 PHASE2 12' Min. CHANNELIIMG MEDIAN ISLAND _. rr 17 - SEE STREET PLANS�y1=mm mIliad FOR PANNG LIMITS S H CONSTRUCTION PHASING SEE PLANS FOR LOCATIONS PHASE No. 2 NOT TO SCALE SOUTH BOUND PHASE 1 PHASE 3 MEDIAN ISLAND NORTH BOUND PHASE 4 PHASE 2 VARIES 18• -x--12' Min. CHANNELIZIN( DEVICE I(I� =III-...�EI 1IIIllI Will -111 SEE STREET PLANS _J FOR PAVING LIMITS S H CONSTRUCTION PHASING SEE PLANS FOR LOCATIONS PHASE No.4 NOT TO SCALE SI NGH Q `F 4 �aq 2 REGISTERED CIVIL ENGINEER a C 80507 f CITY OF BAKERSFIELD sT Q 1501 TRUXTUN AVENUE qTF CIV BAKERSFIELD, CA 93301 DF CA F REVISIONS SOUTH H STREET PHAOINO PLAN 6.1-1865 Ede Nu/ne.PLAT9 - s HAND wleLE Drawn: Es PAVEMENT REHABILITATION 2018-2019 RSTP: SHEET No. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT fab Na.: T9K27 T9K217 Engineer: ES, Dote: Mar. 7, 19 Checked By S H STREET FROM PACHECO RD TO WHITE LN AND WISLE ROAD FROM WHITE LN TO PLANZ RD 10 OF 11 e v SINGE/ VIL ENGINEER _ C 80507 v ,t ,t CITY OF BAKERSFIELD TTq CIVIC 'P 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF cp'o� REVISIONS Q - z SOUTH BOUND COLDPLANE NORTH BOUND SOUTH BOUND NORTH BOUND 1 PHASE 1 CONCRETE PHASE 1 PHASE 1 PHASE I PHASE2 PHASE 2 PHASE 2 PHASE2 VARIES VARIES N 18' VARIES TO LW ON VARIES 18' 18' q PLANS 12' Min. •-j �--12' Min.2 W �DpLAryE 12 Min. 12'Min. CaOrLANEASPHALT p } CHANNELIZING CHANN£LIZING CONCRETE CHANNESDENCEWING*,mmFur DE CECHANNELI�PNGGITS CONCRETE J Lb OENCE� �DfwCE TO ITS SHOW ON `--""' SHOTO W ON PLANS _„. PLANS _, --dry I r l 1I1 1 !€ N z m CIII III IIf .III=h II SEE STREET PLANS _J-IIL....E I1..-.IIS—IIL=III III III FOR PA ONG LIMITS WIBLE ROAD CONSTRUCTION PHASING 13+54 - 36+08 PHASGC�/ No. / NOT TO SCALE SOUTH BOUND PHASE 2 PHASE 1 18' VARIES 12' Min.-■- CHANNELOING 11 MEDIAN ISLAND VARIES NORTH BOUND PHASE 1 VARIES PHASE 2 f-t-12' Min. CHANNELIZINf �DEwCE F i' h I11 11 f= -I l I7 P R i I' SEE STREET PLANS _/ 11 ('=111 I11 -`I —I I1—I1 i --I I Pel......a.tia....:u:.......Li.—.ui...�a.=!�—� FOR PAVING LIMITS ,acs.=,u.,�:H._ m=L�"L WIBLE ROAD CONSTRUCTION PHASING 10+60 - 13+54 PHASE / No. NOT TO SCALE CITY OF BAKERSFIELD, CALIFORNIA FI`tt- .u. ilE 111_I;II4. illi it SEE STREET PLANS _� Paw, IL` -=III= FOR PAVING LIMITS WIBLE ROAD CONSTRUCTION PHASING 13+54 - 36+08 F PHASE No.2 SOUTH BOUND PHASE2 PHASE 1 12' Min NORTH BOUND PHASE I PHASE2 12' Min. CHMNEL2MG DEOCE � NOT TO SCALE MEDIAN ISLAND ��111=1�1�1 ]11 III JT X11 I11 ISI -I1'. Irk T iTi111 SEE STREET PLANS =I I t 11=I III . FOR PAVING LIMITS WIBLE ROAD CONSTRUCTION PHASING 10+60 - 13+54 PHASE No.2 NOT TO SCALE PUBLIC WORKS DEPARTMENT Mar. 7, 19 MOLE KOAD PHASING PLAN 6.1-1865 PAVEMENT REHABILITATION 2018-2019 RSTP: Sl-IEET NO. S H STREET FROM PACHECO RD TO WHITE LN AND WISLE ROAD FROM WHITE LN TO PLANZ RD 17 OF 11