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12.5-178 AsBuilts Part A
-X-1 TO X-8 TYPICAL CROSS SECTIONS K-1 -l3zq! / -KEY MAP AND LINE INDEX L-1 TO L-11 LAYY WT P•1 TO P-3 PRpFILES PS -1 TO PS -10 PR FILES AND SUPERELEVATION DIAGRAMS C-1 TO C-12 CONSTRUCTION DETAILS WPC -1 TO WPC -9 WATER POLLUTION CONTROL WPCD-1 WATER POLLUTION CONTROL DETAILS EC -1 TO EC -0 EROSION CONTROL PLANS ECD -1 AG2C73A EROSION CONTROL DETAILS C-1 TO G-11 CONTOUR GRADING D-1 TO 0-10 DRAINAGE PLANS DP -1 TO DP -17 DRAINAGE PROFILES DD -1 TO DO -10 DRAINAGE DETAILS 00-1 TO DO -8 DRAINAGE QUANTITIES U-1 TO U-12 UTILITY PLANS UD -1 TO UD -3 UTILITY DETAILS W-1 TO W-3 POTABLE WATER PLAN WP -1 RSP A77E1 RSP A77F1 POTABLE WATER PLAN PROFILES WD -1 TO WD -2 POTABLE WATER PLAN DETAILS SS -I 581-595 SANITARY SEWER PLAN AND PROFILE SSD -1 TO SSD -5 SANITARY SEWER DETAILS CS -1 to CS -2 CONSTRUCTION AREA SIGNS SC -1 TO SC -6 STAGE CONSTRUCTION PLANS PD -I TO PO -12 PAVEMENT DELINEATION PLANS S-1 TO 5-12 SICK PLANS SO -1 TO SD -3 SIGN DETAILS SO.1 TO SO -4 SIGN QUANTITIES SW -1 TO SW -28 SOUND WALL PLANS AND DETAILS E -I TO E-32 ELECTRICAL PLANS STRUCTURE PLANS RETAINING WALL No. 154 RETAINING WALL No. 158 RETAINING WALL No. 166 RETAINING WALL No. 202 RENFRO ROAD OVERCROSSING GOOSE LAKE SLOUGH BOX CULVERT RENFRO ROAD OC PUMP PLANT BENCHMARK B.M. "p 1208" SET -1970 Elev 399.35 NGS BRASS DISK N 2327390 E 6245295- - LOCATED 1,15 MILES EAST ALONG STATE HIGHWAY 58 FROM 'FIT ALE SCHOOL. B.M. "Y 1207" SET -1970 Elev 380.46 NGS BRASS DISK N 2327751 E 6230860 LOCATED AT THE INTERSECTION OF STATE HIGHWAY 58 AT CALLOWAY DRIVE. BASIS OF BEARING COORDINATES ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM W. (CCS 83), ZONE V, 1983 HAD, (20G4.0 EPOCH) USING COORDINATES PROVIDED BY THE CALIFORNIA SPATIAL REFERCNCE CENTER FOR CORS ITES BVPP, WOPP All A111. CITY STANDARDS D-9 5-36 SW -2 SW -13 S-2 ST -2 SW -3 D-10 5-7 ST -4 SW -6 D-14 S-9 ST -14 SW -8 D-17 CITY OF BAKERSFIELD DEPARTMENT OF PUBLIC WORKS WESTSIDE PARKWAY - PHASE FROM HEATH ROAD TO ALLEN ROAD TO BE SUPPLEMENTED BY THE CITY OF BAKERSFIELD SUBDIVISION & ENGINEERING MANUAL DATED JULY 1989 AND ALL UPDATES AND BY THE CALTRANS STANDARD PLANS DATED MAY 2006 AND ALL UPDATES. 6C LOCATION MAP NO SCALE i r roTPl 1 STATE OF CALIFORNIA NOTES: 1. THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: "CLASS A". 2. THE CONTRACTOR SHALE CONTACT THE USA. LOCATOR SERVICE 011, 48 HOURS PRIOR TO EXCAVATION. PROJECT LENGTH WESTSIDE PARKWAY: 2.25 MILES RSSISIWT r STATE STANDARDS AS BUILT :CO:NTR]ACNo. W G -l3zq! / R.E. NAM --d 4- W> i-7-s14F rR.E. Sigrwturm.for final val of As -Built information RSSISIWT r STATE STANDARDS i Al OA A628 p7751 A77J1 BO TO 57 t �/ Al OR AG2C73A A77C4 RSP A77,14 A85 ASP AB]A -13 83-1 88-5 Btt-52 0790 p74C RSIPRS9/¢¢y< 1x[ao0ge u. nxl elrt, v.e (1 A10D A20A A73A A736 AiTC4 A878 83-8 811-54 D]SB 53Q-537 S41 -S99 o..e��. A—M TB IP maewx uA1.6 A20A A73C RSP A77E1 RSP A77F1 RSP RSP A78A RSP ABBA B6-1 811-55 DT5B 581-595 xEGI SrFRER cIVR xnmxSEB ceaa 33 `V M�`v� I,^ A20 RSP A76A RSP A78B A888 86-10 072-D79 D778 PI -P10 eya-a0-19 u - 9/28/2012 V 'i AOC A78CI BO -1 RSP 86-21 ES1A-ES1SD 078C T3 � Mqe. rowx,lu runEaPgnewml grary sraxeucx, -- - A7 A7 I A78C2 BO -3 B7-1 H9 D81 T7 AYE `� +V. ry TZMA+Avswesloay.rnl P'"' r.¢., TxaEE Ic CnwrEERlxg AZ0D A]747A 1 A7811 8I A781 80-5 87-10 D87D r D82 751-759 'I 1 OF uSFPINME Jxs[nbula oew TILE _> 9 wrote=n\5YOP3955_--la bpJa b,vli\sneer\a6c \ssoUooLpq _..n-....-__...-__._ ____ _ . NOTES: 1. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTION) ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER. 3. SEE LAYOUT SHEETS FOR LIMITS OF MBGR FENCES, AND DIKES. DESIGN DESIGNATION ADT(2035) = 118,000 T = 122 D = 502 V = 70 MPH TIAD = 15.5 ESAL = 93 000 000 ES 3 N SIDE GUTTER �+ 2:1 OR FLATTER [ 6:1 Max (TYPE IE) 3 AS B 1.;E17-? .E. Signature for fir(d f As -Built information "A" LINE PAVEMENT STRUCTORAL SECTIONSM Sx EE iS LIn 0.85' RAMP TERMINI II --II rr 0.75' JPC LANELINE & Sh a51DE 0.50'LC3P LI �'-r�0.40'LCBP V'1 MAINLINE OUTSIDE EST r 1.05'JPCPLOCAL os-ze- STREETS o- 6 0.45'RNA (TYPE A) LANE & Sb1tl U 0.50' LCB Prepared b 0.50' AB (CLASS 21 MEDIAN & MVP3o- 0.35' HMA (TYPE A) SIDEWALK O--[4" PCC RAMPS 1� 0.55' HMA (TYPE A) "Al" & "Al" ISI x0.70' HMA (TYPE A) 0.75'AD (CLASS 2) 1.00'AD (CLASS 2) ABBREVIATIONS: MVP MAINTENANCE VEHICLE PULLOUT AS B 1.;E17-? .E. Signature for fir(d f As -Built information "A" LINE SW No. B STA 160,84.00 TO STA 178+24.00 SOLDIER PILE RW No. 166 STA 166+07.73 TO STA 167+24.31 "A" LINE WESTSIDE PARKWAY STA 120+00.00 TO STA 124+76.00 STA 160+84.00 TO STA 176+24.00 w SEE PLAN FOR DOUBLE THRIE BEAM BARRIER AND SIDE GUTTER LOCATION PE CL -6) TYPICAL CROSS SECTIONS NO SCALE X-1 �5co00Lpr a,drew a,i WESTB/DE PARKWAY - PHASE BC T9WP6C Andre BUT CITY OF BAKERSFIELD, CALIFORNIA w o""L1"'y PUBLIC WORKS DEPARTMENT 9/28/2012 Terence Pao IL Z)- 110 1J $HEEf i Sx EE iS x LI fP 493919 N V'1 � �17s�"�«L.,n�• os-ze- IE4151EPFY NffiESSIONLL EN6dEEN PLANS 4PPNMOVATIL DATE Pr¢paratl For: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared b --y: AWM SW No. B STA 160,84.00 TO STA 178+24.00 SOLDIER PILE RW No. 166 STA 166+07.73 TO STA 167+24.31 "A" LINE WESTSIDE PARKWAY STA 120+00.00 TO STA 124+76.00 STA 160+84.00 TO STA 176+24.00 w SEE PLAN FOR DOUBLE THRIE BEAM BARRIER AND SIDE GUTTER LOCATION PE CL -6) TYPICAL CROSS SECTIONS NO SCALE X-1 �5co00Lpr a,drew a,i WESTB/DE PARKWAY - PHASE BC T9WP6C Andre BUT CITY OF BAKERSFIELD, CALIFORNIA w o""L1"'y PUBLIC WORKS DEPARTMENT 9/28/2012 Terence Pao IL Z)- 110 1J STA 134+! SOLDII STA 154+9 EIS + 510E GUTTER 2:1 OR FLATTER 6:1 Max HMA DIKE rs "A" LINE ---------------------- SXL.T> EUEi aPossss l0y�. 3• 5TTAATI J a SYY— y LOL ,P xs_zve ES Var SW No. 8 STA STA 1158+42.92 TO STA 9000 00 TO STA . 76+24 5619 09-28-2012 120111IN D PeRESSINIAL ExINEEA PLANS APPPDVAL DATE a re oa red for: "A" LINE WESTSIDE PARKWAY STA 159+48.00 TO STA 160+84.00 TYPICAL CROSS SECTIONS oa+e: oesc�l non: NO SCALE X-2 Eue Nome: D .�. SSco002.p1 Andrew Rui WESTS/DE PARKWAY - PHASE BC e TswPSc Aew Rw Andrew CITY OF BAKERSFIELD , CALIFORNIA ome: 9/2e/2w2 n"cneo ey: cTerence dao — PUBLIC WORKS DEPARTMENT OSE BN<ME =)uSEfl=Nuia DGN TILE -> g:\prvl acts\6002 J955_wa0_IO KaJtl Kivil\s M1ea\b6c \SSmD02olo I - ----------- ETW 1 SEE 'p-4" LINE u STA 198+00.00 TO STA 200+10.00 "A" LINE Conc (TYPE "A" LINE WESTSIDE PARKWAY STA "A" 199+42.00 TO STA 200+05.00 "A" LINE ETW 23' 35' ES 0' ! Conc BARRIER ( T YP E 60) "A" LINE WESTSIDE PARKWAY STA "A" 192+50.00 TO STA 199+42.00 24To(�"T, YPEEE ]11 LAN 8 811-52) Conc BARRIER Var L (TYPE ]32B) V I 09-28-2012 PE419EPEU P EA .L Ex41MEP PL MS APPROVAL DATE pre,,,ed For: CITY OF BAKERSFIELD 1500 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 TRC 12S TECXNOLOGY DRIVE IRVINE. CA 9261H AS Ell��T CONTRACT No.6 C.C.A. DATE R.E. NAME ygr R.E. Signature for final approval of As -Built information TYPICAL CROSS SECTIONS NO SCALE X-3 Nana. D.o.,.: 6Cc0003.019 Cotner ine Lampon WESTSIDE PARKWAY - PHASE 6C Eo 91,ree�: CITY OF BAKERSFIELD, CALIFORNIA T9WR6C Jos On Yaw °,,, PUBLIC WORKS DEPARTMENT AS BUILT CONTRACT No. 6 c C.C.A. DATE 3? --?-6 R.E. NAMES -;jam//- 7 — R.E. Signature for final approval of As -Built information "A" LINE WESTSIDE PARKWAY STA "A" 208+85.00 TO STA 222+60.65 I 09-28-2012 Pf415lA, �' PP6 SS1M ENLINEEP PLANS APPROVAL DATE PrQ... Ed fo': CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFOPNIA 93301 P ..pored by: A-=WM I TRC G�I L23 TECHNOLOGY DRIVE IRVINE, CA 92616 NS) TYPICAL CROSS SECTIONS NO SCALE X—Y WESTS/DE PARKWAY - PHASE 6C T9WP6C Jason YGw CITY OF BAKERSFIELD, CALIFORNIA � Dole: Cn.AT, Y 09/28/t2 Annie Yang PUBLIC WORKS DEPARTMENT 12.0-"I 10 1 No. SW N0. 5' 3VarVar SEE "A2" "A2" LINE TVO NE ES 5' S' • DTBB� PG PG DTBB Vor STA 208+00.00 TO STA 216+33.04 STA 307+74.81 TO STA 316+25.03 x SEE PLAN FOR DOUBLE THRIE BEAM BARRIER LOCATION * SEE PLAN FOR DOUBLE THRIE BEAM BARRIER LOCATION "Al" LINE ES ETW ES 3" 10 24' 5' 3 Var I Vol ISEE "A2" LINE PG VaF V f OG -------� 2. 217+76�.33_i _220+00.00 ----_ 0 ------ 317+7 Al LINE "A2" LINE STA 207+47.32 TO STA 220+00.00 STA 307+44.31 TO STA 316+55.78 "Al" LINE "A2" LINE "J" LINE ETW ETW ETW ES ES ETW I ES 3' 10' 1 24' & V0r 5' & Var 'Al" LINE STA 204+08.68 TO STA 207+69.62 "A2" LINE STA 303+81.23 TO STA 307+44.31 -------------------------------------------- AS BUILT CONTRACT No. C.C.A. DATE R -E- 5 gnoture for finol approval of As -Built information TYPICAL CROSS SECTIONS NO SCALE X-5 i5c0005,I Andrew Bui WESTSIDE PARKWAY - PHASE 6C T9WP6C Antlrew Doi CITY OF BAKERSFIELD, CALIFORNIA 9/28/2012 T cn"oererc"" cr:Pao PUBLIC WORKS DEPARTMENT nce ---------------------------------------------------------- ---------------------------------------------------------------------------12 5-178_ _l� oE.� 5 5 aaayXr 6. 99q � y4 �a.. 1... L551. IE415RPEY PIQFESSIdY1L ENLINEEP PLLXS TC dPPXOY IL LV for: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared bY: AECOM AS BUILT CONTRACT No. C.C.A. DATE R -E- 5 gnoture for finol approval of As -Built information TYPICAL CROSS SECTIONS NO SCALE X-5 i5c0005,I Andrew Bui WESTSIDE PARKWAY - PHASE 6C T9WP6C Antlrew Doi CITY OF BAKERSFIELD, CALIFORNIA 9/28/2012 T cn"oererc"" cr:Pao PUBLIC WORKS DEPARTMENT nce ---------------------------------------------------------- ---------------------------------------------------------------------------12 5-178_ _l� AS BUILT CONTRACT No. 7:9 fy/P(� L' C.C.A. DATE 4 2-6IS R.E. NAME M R.E. Signature for f' al approval of As -Built information "C" LINE I RENFRO�EROAD STA 20+29.00 TO STA 24+61.60 STA 26+73.60 TO STA 27+10.00 "C" LINE I RENFR OL'R"0_AD STA 17+85.00 TO STA 20+29.00 ------------------------ "J" LINE ,7COLD PLANE AND ----_ DVERLAY AC PAVEMENT 2" THICKNESS 'J' LINE STOCKDALE HIGHWAY STA 13+37,56 TO STA 19+88.58 J1" LINE ETN ES 4' B' & 24', 36', & V0r & 12' e' & 3' ar 0r V., ar HMA DIKE (TYPE Ef PG 2-V StEP 2% 2% 59 FSP R r ZEQ' OG C e F f _________B_— _—__________________4TTfA "J7" LINE STA 21+07.00 TO STA 27+00.00 TYPICAL CROSS SECTIONS is len: oa+e: oesc r'. + NO SCALE X-6 File Name. "m. 55co006.OR UAndrew Bui WESTS/DE PARKWAY - PHASE SC x Ane T9WP6C pid w Bui CITY OF BAKERSFIELD, CALIFORNIA u " Pa1 M1"ckee eY: 9/2a/2at2 eierence Pao PUBLIC WORKS DEPARTMENT USERNAME =>VSER1 mo VGN iltE =J e. \ore �emx\6002 }q55 v¢o la\m��\ai vil W�ea1 \s 6c lS5m006. ole .._.---12.b-1/5 11 --- sxEEi ioie� 5 x:pn+ 99915 e} 6V i]2i411r'N a� CI V?In �........N is6�srtxeo ralremwel Erwlxcex aLexs eagxoveL oert Prevorea +oma: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepare dww byam�: ••,, /" om "J" LINE ,7COLD PLANE AND ----_ DVERLAY AC PAVEMENT 2" THICKNESS 'J' LINE STOCKDALE HIGHWAY STA 13+37,56 TO STA 19+88.58 J1" LINE ETN ES 4' B' & 24', 36', & V0r & 12' e' & 3' ar 0r V., ar HMA DIKE (TYPE Ef PG 2-V StEP 2% 2% 59 FSP R r ZEQ' OG C e F f _________B_— _—__________________4TTfA "J7" LINE STA 21+07.00 TO STA 27+00.00 TYPICAL CROSS SECTIONS is len: oa+e: oesc r'. + NO SCALE X-6 File Name. "m. 55co006.OR UAndrew Bui WESTS/DE PARKWAY - PHASE SC x Ane T9WP6C pid w Bui CITY OF BAKERSFIELD, CALIFORNIA u " Pa1 M1"ckee eY: 9/2a/2at2 eierence Pao PUBLIC WORKS DEPARTMENT USERNAME =>VSER1 mo VGN iltE =J e. \ore �emx\6002 }q55 v¢o la\m��\ai vil W�ea1 \s 6c lS5m006. ole .._.---12.b-1/5 11 --- (SEE LA 4:1 0 ISI "D-1" LINE "D-1" LINE STA 31+72.92 TO STA 34+71 AS BUILT CONTRACT No.10'b� c- R.E. NAME R.E. Signature for fin approval of As -Built information 0-1" LINE x SEE PLAN FOR THRIE BEAM RAMER LOCATION "D-1" LINE STA 28+85.12 TO STA 31+72.92 "D-1" LINE STA 39+75.00 TO STA 40+80.26 ES HE 3' l F9'4 0 4 P 4 THRIEBEAM BARRIER X STA 3T+96.TT TO STA 38+79.84 'D -I" LINE "D-1" LINE STA 34+71.40 TO STA 39+75.00 0 09-28-2012 Pf415EfPE4 PINI SS IOXLL E IXEEP PLANS APPROVA GATE P'z... ad fo': CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared bby::� A ---W ���� � TRC 123 TEE IN DRIVE IRVINE. G 92619 D-1" LINE T9WP6C Jason Yaw 09/28/12 Annie e Vang -- ----- - - ------------------ "D-1" LINE STA 40+80.26 TO STA 41+27.49 TYPICAL CROSS SECTIONS X-7 NO SCALE v - 7 WESTSIDE PARKWAY - PRASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC -WORKS DEPARTMENT 12.5-178 "D-4" LINE STA 100+70.98 TO STA 103+61.00 "D-4" LINE R/W "A" ETW ETW ES HP "A" LINE Var 12' 10' CL RAILING GORE 5hl❑ J' (TYPE TI (SEE B11 PLAN BitIER PG one BARRIER VOr (TYPE 732B) 0%-2 Y. Vo 2:1 OR —� IFLATTER "D-4" LINE STA 98+00.00 TO STA 100+70.98 OG '•D-4•LINE R/W RW LOL E5 ETW E521.2'8 4' ! 12'-24' 8' 1.42' CL RAILING Shltl Shld (TYPE 7) SEE Sttl ! PG PLAN B11-52) 3.i Conc BARRIER ! 0%/ t (TYPE 732A) RW No. 202 OP (SEE RW PLANS) ti PSt __ KE HMA PIKE x (TYPE F)__ __ 4 - _- _ _- _ __F___— - _ _ OG MBGR (SEE LAYOUT PLAN) D *[flSTA • -4•• 107+60 TO STAI&CQAB 1 "D-4" LINE .LILT CONTRACT No. STA 106+80.00 TO STA 108+42.54 C.C.A. DATE 3-4E R.E. NAME -Ff77 "1-4" LINE RW R/W OL E5 ETW E5 3.4' & ar R. Signature for fi approval 4' Shltl ! 12' 8' Shltl 1.42' L IL G 4 15E As -Built information Sh, ]]]*** PG PLA Conc B 0%-67 (TYPE 7 No. 202 .202 OP (S RW PLANS) (SEE IE OE,P P - _ - _ -L------------ _ f.--' ry• '�'� total sxEETs 9 344 _ o PJAELN YAF<< _ Xo Cfl<i2 ypa pR13Y 31/IR fnz CI IL oLM✓ 09-2B-2012 PEL ISTFXEL iPtl SSINI9L EXLIMEP PLANS APPPOVAL LATE Prepared To, CITY OF BAKERSFIELD 1600 TPU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared by//::�//������ A -=W � TRC 43 TECHNOLOGY DRIVE nnw.mwavmrvi IRVINE. CA 92619 LINE R/W RW LOL ETW E5 43 OG c L HMA DIKE HMA DIKE Fy (TYPE F) (SEE LAYOUT PLAN) -T - -- - -ATBn r° - --- -_-- -r MBGR OG (SEE LAYOUT PLAN) (SEE LAYOUT PLAN) "D-4" LINE "D-4" LINE STA 103+61.00 TO STA 106+80.00 STA 108+42.54 TO STA 109+54.26 IN B11-52) BARRIER E 732A) No. 202 E RW PLANS) TYPICAL CROSS SECTIONS NO SCALE X - 8 F'le Name. Drawn. 56ccaoaB.pl Catherine Lampon WESTS/DE PARKWAY - PHASE 6C C/TY OF BAKERSFIELD, CALIFORNIA 06 r9WP6C Jason row Date: c 09/28/12 Annie ee PUBLIC WORKS DEPARTMENT Yaonn g 12.b-916 AS BUILT CONTRACT No. _ C.C.A. DATE R.E. NAME1ir KEY MAP AND LINE INDEX ReaW—c eof- ne a ar; T NO SCALE K-1 :e Name: rpvn. — 55do001.p1 p9ab Sistrunk WESTS/DE PARKWAY - PHASE 6C a.: n new CITY OF BAKERSFIELD, CALIFORNIA ca T9WP6C And BUT _ Dare: 9/28/2012 GT'r'eeTerence ey:Paa PUBLIC WORKS DEPARTMENT —NNAML -)UEEX=two pGN TILE _) g:\prel¢cfc \6pp 2395�W6p_la\C000\civil \s hcei \c 6c \55po0p1 . pIV 1L.0 -'I f0 1 SXE ET iO inL ETS Ip 34L �1.W •�.. -301] AR` PEL14Ep [PPPoI[410XIL FXL IXEEP PUNlAPPPpV 1L LATE Prepared For: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepar¢tl by: A=MAA KEY MAP AND LINE INDEX ReaW—c eof- ne a ar; T NO SCALE K-1 :e Name: rpvn. — 55do001.p1 p9ab Sistrunk WESTS/DE PARKWAY - PHASE 6C a.: n new CITY OF BAKERSFIELD, CALIFORNIA ca T9WP6C And BUT _ Dare: 9/28/2012 GT'r'eeTerence ey:Paa PUBLIC WORKS DEPARTMENT —NNAML -)UEEX=two pGN TILE _) g:\prel¢cfc \6pp 2395�W6p_la\C000\civil \s hcei \c 6c \55po0p1 . pIV 1L.0 -'I f0 1 ------------------------------------------------------------------- LAYOUT SCALE: 1"- 50' L-1 Name. D11111 ;5eCOO?.'1g Bob Sistrunk WESTSIDE PARKWAY - PNASE SC 9;drA,. Bui T9NP6C Andrew CITY OF BAKERSFIELD[ CALIFORNIA c�aanaa or PUBLIC WORKS DEPARTMENT 9/28/2012 Terence Pao xEET rorAL s3aa5 ':oy n NOTES 1. FOR COMPLETE R/W AND ACCURATE Ata ACCESS DATA, SEE R/W RECORD MAPS ' AT CITY OF BAKERSFIELD. 60.74' R+ "B" 05+99.11 = 2. SEE CONSTRUCTION DETAIL SHEETS y zoo aoL FOR INFORMATION NOT SHOWN HEREON. T4s o..va°•e• ABBREVIATIONS w Beg SW BOA AFTS ALTERNATIVE FLARED TERMINAL SYSTEM 11.42' Rt "B" 6+14.85 AITS ALTERNATIVE IN-LINE TERMINAL SYSTEM HLU14BED PN Essmxu LNDINEEB PLANS APPRVAL DATE ABC APPROACH SLAB JOIN EXISTING Prepared for: EAA END ANCHOR ASSEMBLY POB POINT OF BEGINNING CITY OF BAKERSFIELD POE POINT OF END 49.18' Lt "J" 13+37.56 SIN'Lt ENO CURB (TYPE A2END 6) "J" TR TRANSITION RAILING 1 1600 TRU%TUN AVENUE lr P CONTRACT Na. IC IRRIGATION CROSSOVER }. BAKERSFIELD CALIFORNIA 93301 P�epo�edww b Oo - --y: AECOM 60.90' Lt J 19+22.17 ',uLi- + C.C.A. DATE__ I, Exist cuae 54 L+ "J•• 19+15.00 �., •, ' LAYOUT SCALE: 1"- 50' L-1 Name. D11111 ;5eCOO?.'1g Bob Sistrunk WESTSIDE PARKWAY - PNASE SC 9;drA,. Bui T9NP6C Andrew CITY OF BAKERSFIELD[ CALIFORNIA c�aanaa or PUBLIC WORKS DEPARTMENT 9/28/2012 Terence Pao f 60.74' R+ "B" 05+99.11 = 90.73'L+ "A1" 200+78.46 w Beg SW BOA 11.42' Rt "B" 6+14.85 � SII b JOIN EXISTING aD w 50.00' R+ B 6+14.85 ECSW'R ¢ ( ASBUILT 49.18' Lt "J" 13+37.56 SIN'Lt ENO CURB (TYPE A2END 6) "J" m lr P CONTRACT Na. Beg CURB (TYPE A2-6) 54.00Beg 16+10.00 EP 81.82'Li "J" 19+43.10 ¢ I Oo JOIN EXISTING 60.90' Lt J 19+22.17 ',uLi- + C.C.A. DATE__ I, Exist cuae 54 L+ "J•• 19+15.00 �., •, ' R.E. NAMEJT/_ ;� .00' BOBm ,l A2=6J�-- v- \s a -----(TYPE SW ND.1 — — �1- e CURB (TYPE A2-6) ....... E�w ` 2 o . 1 i _w P.C. Signature for final approval Of As -Built information R/W 21 21 Rt "J" 19+20.44 /'" ti AFTS (TYPE SRT)) a TYPE 168 LAYOUT T5'MBGR (TYPE 16B LAYOUT) FAA (TYPE SFT) "A2" 299+90.29 POB= "Al" 200+1].69 POB- "B" 6+91 .Be POB "B" 6+79.86 POB LAYOUT SCALE: 1"- 50' L-1 Name. D11111 ;5eCOO?.'1g Bob Sistrunk WESTSIDE PARKWAY - PNASE SC 9;drA,. Bui T9NP6C Andrew CITY OF BAKERSFIELD[ CALIFORNIA c�aanaa or PUBLIC WORKS DEPARTMENT 9/28/2012 Terence Pao I I I I I I I AS BUILT CONTRACT Na, C C.C.A. PATE Zo/S` R.E. NAVE V)) • ///� R.E. Signature forfin prowcd of`As-Built information I, 1 A EXE�Ei 5 CE iS et9lsnam PREFESOUNAL ENGINEER rtexs somwet oerE PI -b po`-¢o 401-: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAFERSF IELD CALIFMN1A 93301 Prepareow by: /�1-� 12/9/191 BIKE LANE ADDED LAYOUT Ieo002.p1 En c ng voon WESTSIDE PARKWAY - PHASE SC Engl9c i9WP6C Encnonhg Voon CITY OF BAKERSFIELD, CALIFORNIA 2/23/2014 cne<Danielwea Ccyonquis+ , PUBLIC WORKS DEPARTMENT r --------------------------------------------------------------------------------------------------------- 1L.0 -'I(0 �i _________________________________________________________________________________________ CURVE DATA NO R p T L 1012206.00' 36-11'26" 1 718.81' 1 1389.62' io 2200.00' 36-11'26" 71B.87' 1 1389.62' 12/9/191 BIKE LANE ADDED LAYOUT Ieo002.p1 En c ng voon WESTSIDE PARKWAY - PHASE SC Engl9c i9WP6C Encnonhg Voon CITY OF BAKERSFIELD, CALIFORNIA 2/23/2014 cne<Danielwea Ccyonquis+ , PUBLIC WORKS DEPARTMENT r --------------------------------------------------------------------------------------------------------- 1L.0 -'I(0 �i _________________________________________________________________________________________ BUILT t , CONTRACT No.. e- T-41-13-15-C.C.A. DATE �/v A R. E. Signature for fi 1 approval ' of As -Built information zt]+78.38 \ ( 1Conc Pvmi TO HM 1 + 'A" + 0 Pvmf Trans PANEL Beg BAY TAPER 1 bl �,) 1 °A" 120b0.00 PD B9.31' Lt 30 RtRt Al 22O+DO:DO POE ORx 1� A1" 215+94.64 42' L+ "A2" 320+00.00 POE M / ENO SW No.t N 101 S.bO' Rf "Al' 218+76.70 EC HMYPEIKE "A2" 317+00.00 =El NN J1 +0 .52 BC "J1" 20+00.00 Jti ti � N54°19'50"E 8"A1" LINE 2 123.30 w^ Q WW BTBB R=2' DTBB wJ R -?O' Z. 4 "A2" LINE U i" n 315 6 0 8 2 9 2 QIKE 8 - (TYPET -, 6.00' Pr 'A 'few 6 - - CRASH CUSHION (TYPE CAT) Z c ENDDTBB J` 10.53' Lt "A2" 316+40.00 EL 0 5.00' L+ "A2" 316M0.00 CURB (A1-9)` j 0.2' HMR (TYPE AI RAISED ISLAND SURFAOE 1 8 7 4 '4 59T 1Y13"6 83.62' ( 9. CURB W-8 "A2" 317+76.31 \ SEE CONS TRUC T IDN \ DETAIL SHEETS l 1.2 HMA (TYPE RAISED ISLAND 51 y �_ "J1" 20+03.62 BC 1 3 1 \ VA 3 00' Rt ` m �0 CURB (A2-8) Bj 22,eg TAPER0. 00 'q0 22wp OBLITERATE 5URFACING . 9 B SC 9y„ 6 / ` LtNSNE�j Exist R/W pZG SF.E FENCE (TYPE CL -6) SXEET TDidL CURVE DATA SXEE iS ie name: NO R A 55eo00J.p1 m12200.00' WESTSIDE PARKWAY - PRASE BC 36'11'26" 718.87' 1389.62' m ?200.00' 36°11'26" ]18.8]' 1389.62' 50 fi00.00' 52°11'31" 293.69' 546.55' BUILT t , CONTRACT No.. e- T-41-13-15-C.C.A. DATE �/v A R. E. Signature for fi 1 approval ' of As -Built information zt]+78.38 \ ( 1Conc Pvmi TO HM 1 + 'A" + 0 Pvmf Trans PANEL Beg BAY TAPER 1 bl �,) 1 °A" 120b0.00 PD B9.31' Lt 30 RtRt Al 22O+DO:DO POE ORx 1� A1" 215+94.64 42' L+ "A2" 320+00.00 POE M / ENO SW No.t N 101 S.bO' Rf "Al' 218+76.70 EC HMYPEIKE "A2" 317+00.00 =El NN J1 +0 .52 BC "J1" 20+00.00 Jti ti � N54°19'50"E 8"A1" LINE 2 123.30 w^ Q WW BTBB R=2' DTBB wJ R -?O' Z. 4 "A2" LINE U i" n 315 6 0 8 2 9 2 QIKE 8 - (TYPET -, 6.00' Pr 'A 'few 6 - - CRASH CUSHION (TYPE CAT) Z c ENDDTBB J` 10.53' Lt "A2" 316+40.00 EL 0 5.00' L+ "A2" 316M0.00 CURB (A1-9)` j 0.2' HMR (TYPE AI RAISED ISLAND SURFAOE 1 8 7 4 '4 59T 1Y13"6 83.62' ( 9. CURB W-8 "A2" 317+76.31 \ SEE CONS TRUC T IDN \ DETAIL SHEETS l 1.2 HMA (TYPE RAISED ISLAND 51 y �_ "J1" 20+03.62 BC 1 3 1 \ VA 3 00' Rt ` m �0 CURB (A2-8) Bj 22,eg TAPER0. 00 'q0 22wp OBLITERATE 5URFACING . 9 B SC 9y„ 6 / ` LtNSNE�j Exist R/W pZG SF.E FENCE (TYPE CL -6) o � CT � o m r 0 1 lei DE PKW NE 3r,A ar Nfl p n ar 0 HMA DIKE __----- 1FYP�ET-� CL FENCE (TYPE CL -6) M LAYOUT SXEET TDidL SXEE iS ie name: ora.: 13 314 55eo00J.p1 Bob Sistrunk WESTSIDE PARKWAY - PRASE BC T9WP6C Andrew drew Boi CITY OF BAKERSFIELDs CALIFORNIA -- / �. 09-28-2012 nv: Terence Pao L IRDFI111 r6clsrsnEo rxarEssiDxu cxsmEEx Ptexs eXmovAL Drte USE PN AME OUSEfl=Eui° Pr ",d for: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE MIERSFIELO CAL0RNIA 93301 P re pa rAN by6am�: uu ASCO n o � CT � o m r 0 1 lei DE PKW NE 3r,A ar Nfl p n ar 0 HMA DIKE __----- 1FYP�ET-� CL FENCE (TYPE CL -6) M LAYOUT Xevlalan: m*=: oast.( Tion: SCALE.- 1"= 50' L-3 ie name: ora.: 55eo00J.p1 Bob Sistrunk WESTSIDE PARKWAY - PRASE BC T9WP6C Andrew drew Boi CITY OF BAKERSFIELDs CALIFORNIA -- oa.e:nOCKPI...n 9/28/2012 nv: Terence Pao PUBLIC WORKS DEPARTMENT USE PN AME OUSEfl=Eui° I. nLE -> °. br°ieei5 �6D0P3955 ran ia�mnmomi ncme+w ec�ss Doom nm L.J- ------------- AS BUILT CONTRACT No. �9�Ji6C C.C.A. DATE LI-1.3- R.E. I-/3-R.E. NAME/y% . 66 - /tel 741-6'>,� P.._t. Signa ure for Mnal approval of As -Built information CL FENCE (CITY Ste) END CL FENCE (TYPE CL -6) Beg CL FENCE (CITY Std) g / /_.., F "A" 13 LF82�00 270.60'L'Lt,"A" 134+93.32, HMA DIKE Beg SW No. 2 (TYPE E) 30 WE5 iSIDE pkw „A„ LINE t 2 3 3 4 76.00' Rt "A" 131+87.0 135 88.00' Rt "A" 132+07.On CL FENCE (CITY Ste) Std) a.^c? s � x M(0 ti� ,ZY W 21.x1 Sy U 6.00' Rt 4 A" 136+08.00 f "A" 135+43.00 S CL GATE RENFRO ROAD DC P{1MP PLANT NOET 5 EEiS (CITY Std) / Br. No. 50C -0352W .( f4 344 POMP STATION PLANS CL FENCE N 2318527.90 (CITY St,j E 6212794.43 ENO CL FENCE (CITY Std) / �I�w+. `•... 09-28-2012 ' IECISTEHM PVFES9MAL EMINEEN FURS PFeMM_ 041E R ° T Pre Pared for: 250.00 36°19'05" 1721.95 3327.82 SCALE: 1"= 50' L-4 name. CITY OF BAKERSFIELD Drown: r 1600 TRUXTUN AVENUE 4 BAKERSFIELD CALIFORNIA 93301 Jplo'. etllel: 4, w CITY OF BAKERSFIELD, CALIFORNIA T9WP6C Tmm mo.a,/�'1—� Bui a.^c? s � x M(0 ti� ,ZY W 21.x1 Sy U 6.00' Rt 4 A" 136+08.00 f I I I I I "A" 135+43.00 CL GATE RENFRO ROAD DC P{1MP PLANT (CITY Std) / Br. No. 50C -0352W W=12' SEE POMP STATION PLANS CL FENCE N 2318527.90 (CITY St,j E 6212794.43 ENO CL FENCE (CITY Std) Beg CL FENCE (TYPE CL -6) CURVE DATA R ° T L LAYOUT 250.00 36°19'05" 1721.95 3327.82 SCALE: 1"= 50' L-4 name. Drown: WESTSIDE PARKWAY -PHASE BC :5eo004.pig Bob Sistrunk E-9Andr1�wer_ew CITY OF BAKERSFIELD, CALIFORNIA T9WP6C Bui 9/28/2012 ea mf Terence Poo PUBLIC WORKS DEPARTMENT I I I I I NO t 5 I I I I I AS BUILT CONTRACT No. TCil.✓ d C C.C.A. DATE 44 / 3 _2l5— k.E. NAME)2Z606 1 fCXA-r- t CURVE DATA NO R o1R. i na lure r final approval m 5250.00 1 3019'05" 1 2 ation i CCO No. 019 -Sheet 3 of 7 T SeEE*� 11... 0926-ID13 xeinexeo oressiwul mcEv Puxs naaaovu orte P ...area for: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P�apa�.d by: A—SECOM LAYOUT 5CALE+ 1"= 50' L-6 None. ora... 5ea005.p19 eab Sistrunk WESTS/OE PARKWAY - PHASE BC gldBef T9WP6C Andrew Rui CITY OF BAKERSFIELDT CALIFORNIA tl eyt 9/28/2012 Terence Pao PUBLIC WORKS DEPARTMENT iVA61 ---------------------------------------------------------------------------------------------------- JOIN Exist APPROACH SLAB 4 ' Beq CURB (TYPE A2-61 Beg SW 108.76' Lt "A" 156+95.07 END RW No. 154 4 156+72 12 &.I-3 CH DPE PIPES rr CROSSOVER 150 LE I� AS BUILT. I _ B 5icaatu a orfi alopI if `5-BiL0 information 0 r R � T L 10 5250.00 36°19'05" 1721.95 332282 16.00' Rt "C" 27+10.00 o- p JOIN Exist i See revised C-5 for fence and gate "C" l ... D9-38-3SIO NE STA 22+00 REGISTERED PPDPESSIONAL EKINEER PLANS APPROVAL DATE Prepared for: RW No. 154 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 I : P r¢pa r¢tlww SW No. 2 HMA DIKE DAndrew _ .A" 1 TYPE E 1 156+30,00 p w HMA PIKE END CB .(TYPE -60)- - ENO RW No. 158 HMA DIKE (TYPE EI 1-12 & 1-3 CHOPE PIPES (TYPE. E) _ -Beg CB (TYPE 60F Irr CROSSOVER 105 LF Bui �U"�e912812012 o + 10].90' Lt "A" 157.98.70 O Beg RW No. 155 1 2 DTBB "A" 157+45.86 = 6 C" 25+76.60 "A" 159+48.0( a Yl U1 � RW No. 158 e 6 o j N 4 ,.� DT 6 R/µ' DTBB TR (TYE 155 104 ar 4 1 v LAI 2 W wN 00 Z_ 2 JW W "A" 155+20,00 WESTSIDE Pkw END UN 9 "A" LINE 1 Beg CB(TYPE60) G DTBB TR (TYPE DTB) - RENFRO Rd OC / I� AS BUILT. I _ B 5icaatu a orfi alopI if `5-BiL0 information U ( Y A ) SW No. 8 11 NCH SLAB NSTRUCTA, DETAIL FOR OETA 5 22 .10' Rt "A" 158+42.92 Bel SW No. 8 CCO No. 023 - Shee 0 r R � T L 10 5250.00 36°19'05" 1721.95 332282 16.00' Rt "C" 27+10.00 o- p JOIN Exist i See revised C-5 for fence and gate "C" l ... D9-38-3SIO NE STA 22+00 REGISTERED PPDPESSIONAL EKINEER PLANS APPROVAL DATE Prepared for: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 : P r¢pa r¢tlww —I, A---WM DAndrew Bui "C" 26+52 104.97' L+ "A" 164+17.77 ENO RW No. 158 HMA DIKE (TYPE EI 1-12 & 1-3 CHOPE PIPES 67.00' Lt "A" 161+95.50 ENO SIDE GUTTER Irr CROSSOVER 105 LF Bui �U"�e912812012 o + 10].90' Lt "A" 157.98.70 RD Beg RW No. 155 t01- DTBB "A" 157+45.86 = 6 C" 25+76.60 "A" 159+48.0( a RW No. 158 e 6 o w W - 4 ,.� ENO CB (TYPE R/µ' DTBB TR (TYE 2 WESTSIDE Pkw 8 ; 9 160 "A" LINE 1 U ( Y A ) SW No. 8 11 NCH SLAB NSTRUCTA, DETAIL FOR OETA 5 22 .10' Rt "A" 158+42.92 Bel SW No. 8 CCO No. 023 - Shee 3 of 4 R � T L 10 5250.00 36°19'05" 1721.95 332282 U, - W U o- p i See revised C-5 for fence and gate "C" l ... D9-38-3SIO NE STA 22+00 REGISTERED PPDPESSIONAL EKINEER PLANS APPROVAL DATE Prepared for: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 : P r¢pa r¢tlww —I, A---WM DAndrew Bui WESTS/DE PARKWAY - PRASE SC 104.97' L+ "A" 164+17.77 ENO RW No. 158 HMA DIKE (TYPE EI 67.00' Lt "A" 161+95.50 ENO SIDE GUTTER Bui �U"�e912812012 o + RD t01- DTBB ^J a SI19'ZJ '05"E o w W 2 2379.99' 3 4 ,.� -� HMA DIKE (TYPE E) R/W CURVE DATA NO R � T L 10 5250.00 36°19'05" 1721.95 332282 _ W o ? J �Z U, - W U o- p i See revised C-5 for fence and gate "C" NE STA 22+00 SHEET L-11 details LAYOUT SCALE: I'= 50' L-6 FTI, 1 a55odO06.p1g DAndrew Bui WESTS/DE PARKWAY - PRASE SC P.T9W Oe T91YP6C RI"eeA: Andrew CITY OF BAKERSFIELD, CALIFORNIA Bui �U"�e912812012 Terence YPao PUBLIC WORKS DEPARTMENT 1-2.-54; JW xln U --------------------------------------------------------------------------------------------------------- I CCO No. 016 - Sheet 5 of 14 7,--1 7,--,7—, I I �p FOR CLOUDED m ]3011 CHANGES ONLY civ) ria�IX tu6Mo _ R/W HMA DIKE "A' 179+50.00 (TYPE E) END DTBB _I ,_ Beg Cono BARRIER (TYPE 60) Q E DI SW No. 8 MA KE (TYPE E) 76.00' Rt "A" 181+24. END HMA DIKE (TYPCE) Beg HMA DIKE (TYPE C) - 1 7/30/19 1 ADDED SOUND WALL No.10 USERNAME->USER-11arlesm .N Irr =>----------------------------- \\us°:v1fp00T \i r°:c A" TR (TYPE WB) one BARRIER (TYPE 7 c°tltl\L'i vll\S �eei \S°unJw °I is \SSeoOUl.pl LAYOUT V2B) SCALE: 1"= 50' L-7 le Name: rows. S5WoOO7 plo uBob Sistrunk WESTS/DE PARKWAY - MUSE SC Job No.: Engineer: r9wp6c Andrew Bui CITY OF BAKERSF/EL D, CALIFORNIA ome: cneeNenca br: PUBLIC WORKS DEPARTMENT 9/28/Z012 Teree Pao I I ----------------- Signature for final approval 'As -Built information _ I IER Conc BARRIER (TYPE 7365) I 1r0r. I eLOE�E9 L6]e i0 Of P'`, cl vl I CURVE DATA R/W NO RA - T L XELISIEXEY PROFFSSILXIL EXLINEENFEP O 3950.00' 13°18'55" 461.06' 917,96' 3922.00' 13°31'39" 473.46' 942.59' 10 3920.00' 13°18'55" 1501 TRU%TUN AVENUE 465.96 927.72' �p FOR CLOUDED m ]3011 CHANGES ONLY civ) ria�IX tu6Mo _ R/W HMA DIKE "A' 179+50.00 (TYPE E) END DTBB _I ,_ Beg Cono BARRIER (TYPE 60) Q E DI SW No. 8 MA KE (TYPE E) 76.00' Rt "A" 181+24. END HMA DIKE (TYPCE) Beg HMA DIKE (TYPE C) - 1 7/30/19 1 ADDED SOUND WALL No.10 USERNAME->USER-11arlesm .N Irr =>----------------------------- \\us°:v1fp00T \i r°:c A" TR (TYPE WB) one BARRIER (TYPE 7 c°tltl\L'i vll\S �eei \S°unJw °I is \SSeoOUl.pl LAYOUT V2B) SCALE: 1"= 50' L-7 le Name: rows. S5WoOO7 plo uBob Sistrunk WESTS/DE PARKWAY - MUSE SC Job No.: Engineer: r9wp6c Andrew Bui CITY OF BAKERSF/EL D, CALIFORNIA ome: cneeNenca br: PUBLIC WORKS DEPARTMENT 9/28/Z012 Teree Pao I I ----------------- Signature for final approval 'As -Built information _ I IER Conc BARRIER (TYPE 7365) I 1r0r. I eLOE�E9 L6]e i0 Of P'`, cl vl I R/W - XELISIEXEY PROFFSSILXIL EXLINEENFEP O PLANS APPROVAL P>TF HMA DIKE (TYPE E) I CITY OF BAKERSFIELD Oc 1501 TRU%TUN AVENUE 1 2 } 9AFEFSF IE LO CALIFORNIA 93301 W TSIDE PkW 589°21'05"E, 2379.99' FLL 6 7 B 9 140 1 2 "A" LINE 3 4 175 6 7 DTBB J AZC_• Lna I AECOM 7. �w 2 AS UIL - —W 0NTMcT No. , WO ZJ SW No. 0 HMA DIKE (TYPE E)-- R.E. NAIVII_ :5 e - �p FOR CLOUDED m ]3011 CHANGES ONLY civ) ria�IX tu6Mo _ R/W HMA DIKE "A' 179+50.00 (TYPE E) END DTBB _I ,_ Beg Cono BARRIER (TYPE 60) Q E DI SW No. 8 MA KE (TYPE E) 76.00' Rt "A" 181+24. END HMA DIKE (TYPCE) Beg HMA DIKE (TYPE C) - 1 7/30/19 1 ADDED SOUND WALL No.10 USERNAME->USER-11arlesm .N Irr =>----------------------------- \\us°:v1fp00T \i r°:c A" TR (TYPE WB) one BARRIER (TYPE 7 c°tltl\L'i vll\S �eei \S°unJw °I is \SSeoOUl.pl LAYOUT V2B) SCALE: 1"= 50' L-7 le Name: rows. S5WoOO7 plo uBob Sistrunk WESTS/DE PARKWAY - MUSE SC Job No.: Engineer: r9wp6c Andrew Bui CITY OF BAKERSF/EL D, CALIFORNIA ome: cneeNenca br: PUBLIC WORKS DEPARTMENT 9/28/Z012 Teree Pao I I ----------------- Signature for final approval 'As -Built information _ I IER Conc BARRIER (TYPE 7365) I 1r0r. I eLOE�E9 L6]e i0 Of P'`, cl vl I -------------------------------------------------- -- - - ------1-2.5-178----1 09 2012 XELISIEXEY PROFFSSILXIL EXLINEENFEP O PLANS APPROVAL P>TF Prepared for: I CITY OF BAKERSFIELD 0 1501 TRU%TUN AVENUE } 9AFEFSF IE LO CALIFORNIA 93301 I FLL Pra pa red by: I '-W J AZC_• Lna I AECOM 7. �w I..w•i. p.wm: WO ZJ I JW UN I a I II I i I I I "A 192+1.96 1 0 + I O I I -------------------------------------------------- -- - - ------1-2.5-178----1 NOTES: 1. FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS CITY OF BAKERSFIELD. 2. SEE CONSTRUCTION DETAIL SHEETS FOR INFORMATION NOT SHOWN HEREON. CURVE DATA NO R D T L 0 1900.00' 1 05°19'32" I AS TACT No. DATE 88.37' 176.61' VIZ tnal approval R.E. Signature for 47.00' Lt "A" 196+85.00 of AS -Built information Beg 50:1 TAPER- -- -- — — _ — 7) / c (TYPE 60) 41 1 N77 2 00"E 2 53 34'1 2 B g A LI E 200 6 7 J 7RAIILING (TYPE 7) CCO No 019 - Sheet 4 of 7 10 T S"EE*6 18 344 ,µscsaoWl .k 4 n JRSM YY � CiNPP ' IZAI/tII A�'CIYIL J ' oe FnR4X lJ f 09-28-2012 RF615iCRLY LR+ SSIEWA EX41N [R 8415 4PF9V4 ORIE P ra pa rad ♦o r: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared oy: A—COM TRC 123 TECHNOLOGY DRIVE IRVINE, CA 92618 GOOSE LAKE SLOUGH BOK CULVERT (SEE PLANS) STRUCTURE Y� _ s.. = 35.00' Rt "A" 205+00.0C �8+00.00 POT 23.42' Rt "D-4" 101 1.27 Beg TAPER Beg RW No. 202 4.00'Lt "D-4" 105+35.00 END CB (TYPE 732B END HMA DIKE (TYPE E) 69.00'Rt & 78.00' Rt " 200+70.00 Beg HMA DIKE (TYPE C) Beg HMA DIKE (TYPE E) 4.00' L1 "D-4" 105+98.08 Type 11A Layout Bey 35Dy�o' MBCRIT) AITS END HMA DIKE (TYPE C) Beg HMA DIKE (TYPE F) 12.DOE Rt "D-4" 106+80.00 Beg 120'BAY TAPER "D-4" 107+12.37 EC 23.00'Rt "A" 207+50.0 END TAPER *AC Dike Type shall be field modified as directed bl the Engineer based on finalMBGRlocations LAYOUT SCALE: i"= 50' L-8 P le Name: Dr n: S6Ceo00W.p1 Catherine Lompon WESTS/DE PARKWAY - PHASE BC 4ab Ha.: En°,nee.:i9NP6C Jason Yaw CITY OF BAKERSFIELD, CALIFORNIA Da+e: cneaKeey: 09/28/12 Anniea Yang PUBLIC WORKS DEPARTMENT 112.5--1 t6 - – - – – - – - - – – - – – - – – – - - – - - - - — - - – - – – – - – – – - - - - – – – - – - - – - – — – – – - - - – – - - - - – - - – - - - ----- - - – - - - – – - - – – – - - - - - – – - – - - – - – - – - - – - - - – - - – - – - – – – – – – – – – - - – - - - - – - – - - - - - - – - - - - - - – -- - --- - --- - --- - --- - -------------- - - --- - - - - – - - – - - – - - – - - – - - – - - – – – - - - - – - - – ------ CURVE DATA NO R 6 T L 50 600.00' 52`11'31" 1 293.89' 546.55' �o tiryM HMA DIKE (TYPE E) hti 36.00' Lt "J' Beg TAPER �P 502 y' HMA DIKE 9 E ' ....'i'0' 6 2 OBLITERATE SURFACING Exist R/W 1F 'Rt "J1" 25+50.00 END TAPER 1 _ J1' --------------------------------------------------- 91� I sl 1].46' Lt "J" END TAPER + t END HMA DIKE (TYPE i-) JOIN EXISTING i i ------ 5TOCKDA-E-+IWv- -- --- - 3+85.63 12.00 `Rt 43+83:63 1� END TA ER` END HMG DIKE ;(TYPE E) �;,•I JOIN Exist LT8 POE r----� __________,I AS BUILT CONTRACT No.791�%��C C.C.A. DATE /3 -2-0 lS— R.E. NAME /lJ- 6 l�ifSB4A--_ R. Signature for al of As -Built information proval J1' --------------------------------------------------- 91� I sl 1].46' Lt "J" END TAPER + t END HMA DIKE (TYPE i-) JOIN EXISTING i i ------ 5TOCKDA-E-+IWv- -- --- - 3+85.63 12.00 `Rt 43+83:63 1� END TA ER` END HMG DIKE ;(TYPE E) �;,•I JOIN Exist LT8 POE r----� __________,I LAYOUT SCALE: 1"= 50' L-10 name. ....n i5e00TO.p1 Andrew 8ui WESTSIDE PARKWAY - PHASE BC 91de,., CITY OF BAKERSFIELD CALIFORNIA T9WP6C Antlrew Bui / cneoxea D PUBLIC WORKS DEPARTMENT 9/28/20T2 Terence YPao goy zo a ars / D 09-8-2012 P. HSI. NEE MLIsrEPEG P9PESSIMLL EXL IXEEP PLANS LPPPJV PL OdiE Prepare0 far: CITY OF BAKERSFIELD 1600 TRV%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P,,.,d byam�: ••,, A -mm LAYOUT SCALE: 1"= 50' L-10 name. ....n i5e00TO.p1 Andrew 8ui WESTSIDE PARKWAY - PHASE BC 91de,., CITY OF BAKERSFIELD CALIFORNIA T9WP6C Antlrew Bui / cneoxea D PUBLIC WORKS DEPARTMENT 9/28/20T2 Terence YPao CONTRACT No. C.C.A. DATE_ 'f— /3 — E. Signature for fitfc As -Built information LAYOUT SCALE: 1 50' WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 1/.Z)- 1/0 BxEF1S 01 3�i /�1 e�.SiLll—rV 2 U�— iltr3PL PELISi[PED )PoEESSINILL EXGIMFP PLANS APPROVAL P47E P.... r.a f., CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 9]]01 P,pared by: A-5—MM CONTRACT No. C.C.A. DATE_ 'f— /3 — E. Signature for fitfc As -Built information LAYOUT SCALE: 1 50' WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 1/.Z)- 1/0 1 SCREE. -Ver+ i -18'� 305 220 221 222 223 224 225 S 57s+runK WESTS/DE PARKWAY - PHASE BC Ire. eL,; CITY OF BAKERSFIELD, CALIFORNIA -ence YPao PUBLIC WORKS DEPARTMENT _—_'_----------------------_'_____-----_____________________________—_ IL A -I/O ----�' _JAHEETI STOTAL zz naa 390 _t 6u]L � ' 380 O O _ 06-01-2013 N w ESSIL FX6I11... PE41AFPf0 PPo6 MLXEEP PLANS GPPPOV1t 0(iE J a 3 360 Pre Pa red for. _._'._... 10 CITY OF BAKERSFIELD 1501 TRU%TUN AVENUE Z m 350 Pre Parewwaby: _ i W F AEMM G � 340 nwa I 2I0 211 _ _�- 1 SCREE. -Ver+ i -18'� 305 220 221 222 223 224 225 S 57s+runK WESTS/DE PARKWAY - PHASE BC Ire. eL,; CITY OF BAKERSFIELD, CALIFORNIA -ence YPao PUBLIC WORKS DEPARTMENT _—_'_----------------------_'_____-----_____________________________—_ IL A -I/O ----�' 90 _I 330 -.-- 370 360 SxEEi i 5X3995 is — _ t i. PR FILE��-= 23 P -1 _r3 Holz 1'= 5n 0 -7. 300 06-01-2012 RE615TEREc PRIFESSIANAL ENGINEER PLANS APPROVAL DATE PreparaIT for: 20 321 322 23 CITY OF B A K E R S F I E L D 1501 TRU%TUN AVENUE Praparatl by: AECOM - 55 Fo002,p1 Bob 5lstrnk u WESTS/DE PARKWAY - PHASE 6C - 370 360 is — _ t i. PR FILE��-= P -1 _r3 Holz 1'= 5n 300 310o^ 3tt 12 313 319 15 3t6 317 310 31 20 321 322 23 oe5C. - 55 Fo002,p1 Bob 5lstrnk u WESTS/DE PARKWAY - PHASE 6C - �Fil,E; c 9i nee: _ CITY OF BAKERSFIELD, CALIFORNIA T9WP6C Andrew Bui - -- 'eln/)/2012 ce TerencneCneo or:Poo PUBLIC WORKS DEPARTMENT uSEX NnME =>usE Fs via PSN PILE _> g:\proud s\6 n02]955, vusp_iaFmop\c rvil \s M1eet W6c\S Sfo0a2.p19 19 F;-1 78 �> v d0 vc i _..----------------------_... -------------------------------------------------------------- ------------- -�_�HQFLLE T_SCA I I, : 380 -fit 1W oE� 6',w I i - 370 semi y name. ,: 360 �7 5fo003. Ig m Ibb'p^ _ ascisrzxeo arovsssioxe: sxmxcen aLexs eaaxovAl Dere — 350 Papa ratl sor. — i— --w t 200' vC�- 1501 TRUXTUN AVENUE — - f -- - I~ Pfepo.etl by: A_COM 330 F —SIL I i_I til (t(. 26 -�_�HQFLLE T_SCA 380 -fit 1W oE� 6',w I i - 370 semi y name. ,: 360 �7 5fo003. Ig Boo Sistrunk _ ascisrzxeo arovsssioxe: sxmxcen aLexs eaaxovAl Dere — 350 Papa ratl sor. Andrew B,CITY CITY of BAKERSFIELD ,. �y C Terence Pao 1501 TRUXTUN AVENUE — - f 340 Pfepo.etl by: A_COM 330 -�_�HQFLLE T_SCA -fit 1W t name. ,: 5fo003. Ig Boo Sistrunk WESTSIDE PARKWAY - PHASE BC 9; ee ; OF BAKERSFIELDT CALIFORNIA T9WP6C Andrew B,CITY 10/1 /ZO12 �y C Terence Pao PUBLIC WORKS DEPARTMENT --------------------- - - ----------------------------------------------- 'R. 6Avvxoms nccinsxso vxaessiax.l exmxeex vLexs Dere Prepared For: CITY OF BAKERSFIELD 1501 TNUXTIN AVENUE P.apo.a. by: A=COM 350 0 SxEET i N — 5N3995 39 Cd F r 26 N W w w 330 N s«�f i W ON 320 a x2cisrzeeo vxassssoxnl snfimssx vsaxs a SxEET i 5N3995 26 s«�f x2cisrzeeo vxassssoxnl snfimssx vsaxs a P repo re0 for: CITY OF BAKERSFIELD 1501 TRIRTUN FVEWE Pr l,d by: A=COM ,o -----'---------------"'.—_--moi _ I 390 PROFILE PROF+LE- F � No-`— LwE: —--=—g�PERELEVATIO �1-ARAfVIr aao —. Hor,z 1 Sa IPS 3 -- SCALE: vert r 10� 19 +00 198+OD + 1 +00 151*00 + 1 +00 +- rvome. ora.... 35t6003.p� Bob Sistrunk WESTS/DE PARKWAY -PHASE BC T9WP6C AntlreCITY OF BAKERSFIELD, CALIFORNIA w Bui )On/2012 uTerencey; PUBLIC WORKS DEPARTMENT "IZ.b-"I f0 ...: -.__. WESTSIDE PARKWAY - PHASE 6C 55f6004.p1 o.aBob Sistrunk el -- T9WP6C AnEI. MC/TY OF BAKERSFIELD, CALIFORNIA c PUBLIC WORKS DEPARTMENT elOn 12012 Terence Rao NsrexnuE->usfRb„�x oxN riLL = o a.erai.-.+F,zoo2szss_wdP_i.a ure,.ueNksse000a.oia ---------------------------------------- -------------------- 12.5-1_/S __I e .. 1cJTY— PE41FFPfp PPOf F521LN4L ENGINEER PUNS dPPPOVCL OdiE [� I IE ffI �J L � I � _ PrePPred for: CITY OF BAKER5ElELD 1501TRUXTUN AVENUE rs)VII, 1 P . . . . ed by: AECOM ...: -.__. WESTSIDE PARKWAY - PHASE 6C 55f6004.p1 o.aBob Sistrunk el -- T9WP6C AnEI. MC/TY OF BAKERSFIELD, CALIFORNIA c PUBLIC WORKS DEPARTMENT elOn 12012 Terence Rao NsrexnuE->usfRb„�x oxN riLL = o a.erai.-.+F,zoo2szss_wdP_i.a ure,.ueNksse000a.oia ---------------------------------------- -------------------- 12.5-1_/S __I --------------------------------------------------------------------------------------------------------- ------------------------------- -V-5-1z$----' -----------------------------------II ---------- 11.5-116 , I I I I I I -- - - -- ------------------------------------------------ I SX TOT OEi 5 EET 31 314 a to �J �✓M.w. C... 06-01- PF4ISRPFO PPpiFSSIWLL EMEIMEEp PLANS ppPPMOVAL>L P11E - L-{ PIePa red 1 B AK CITY OF GKERSFIE LD 1T 1 1501 TFUXTUN AVENUE I P,-sOa.ea by: AeYOM ! O I 1 1 I i , I I I I I I -- - - -- ------------------------------------------------ I ----------------------------------------- I s T - x2o srec.s Tmy 32 300 i 1( :a 3R0 Ia 4 - 1 �L T N4L 1 tOF RGISiEflfO PPC+fS51MPL EX6IXEEPPLANS APP PIiE Prepared far: CITY OF BAKERSFIELD 1501 TRU%TUN AVENUE Preparatl by: m m 1 1. Tmy 1( :a 3R0 Ia 4 - 1 �L T N4L 1 tOF Elev 3T +r N Z 370 IZ In od__ Z wl—f 3Q,2 I i � O 37 36Q-1 200 VG 360 ...... Ig _ I� 50 , _ _�,_ ��I kFFk ( 350 - PR — OFILtNE PROFILE AND 340 I^ - _ir LI - - SUPERELEVATION DIAGfIA7N_} i. T I .. 11 I f i i _T 330 1 T— _ _ _ .. 1, _... SCALE. Vert 1".. 10-- 330 211+00 212+00 213+00 214+00 215*00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 Pevialon: fla+e10+po F'ie Name. wn. uBoo SSf6008.p1g Sistrunk WESTS/OE PARKWAY -PHASE 6C Job No.: rgwv6c Eng ineen A�arew CITY OF BAKERSF/EL D+ CALIFORNIA euI sa+e: ne.Nea ey: PUBLIC WORKS DEPARTMENT 10/1/2012 Terence Pao usEPx<xE ousEP=Awa ocx FILL=>9:�omlans�soozJvss_w�a iax�oao����u.mu�r�c=xssrsouemm 19 5-17R I ORE E4 IL.J- S �Ei 5 HEET IE YPXL �' xoXeNX [il]OB � v _ s t '� t 09 -2 28-2 12 201 ✓ '""'"" il' 2 n . NLmsrsaeB >Xs uuL GIxFFK rLsxs 8 DATE ( 1 Pre pp�¢tl for: p ry CITY OF BAKERSFIELD y 1600 TFU%TUN AVENUE n w 20% BAKERSFIELD CALIFCDN14 93301 Li _R_150, :' PrePo�e dA�BB b-�Y: m .+ ? _. v Rt � /��� M�WM TRC .12% ES - 10% iECCAODRIVE IRVINE, IPVInEr C> 926tB 9261 f2.44Z LY Elly & ES p% 1� —�_ff0TATI0N '01 LINE _ _ -Z.44% R{ ESQ ry v + � i I COMFORM -20% t IL.J- I L.: GRADE TO DRAIN CURB OPENINGS (3) CSEE SHEET C-6 FOR DETAILS } LOCAL DEPRESSION SEE SHEET C-6 1 11 FOR DETAILS 1 PCC GUTTER 50.00'R+ "B" &1-9 P 89.00L+ /? 54.00' L+ "J" 19+15.00 BC 351.73 F As 4y m v y> to hN b STOCKDALE HIGHWAY "J" LINE _ _9 AS BUILT CURB (TYPE A2-6) 33'A R.E. NAME z2. 6;7 SHEET iOT>L of As -Built information Sx EEiS Typ Typyp TOP OF CONCRETE CONCRETE PAVEMENT 5 /PyXT CURB OPENING ]5 344 ELEVATION VIEW SEE DETAIL ABOVE �fX ♦� O a ttV 1� + �F 0920-2012 : REGISTERED PPGTESSIOXEL EX4IXEEP PLANE PPPOV<L DATE 7W COLO PLANE AND OVERLAY = J 2" HMA (TYPE d) Pre Pa rea for: Q E -O CITY OF BAKERSFIELD GRADE TO DRAIN CURB OPENINGS (3) CSEE SHEET C-6 FOR DETAILS } LOCAL DEPRESSION SEE SHEET C-6 1 11 FOR DETAILS 1 PCC GUTTER 50.00'R+ "B" &1-9 P 89.00L+ /? 54.00' L+ "J" 19+15.00 BC 351.73 F As 4y m v y> to hN b STOCKDALE HIGHWAY "J" LINE _ _9 AS BUILT CURB (TYPE A2-6) 33'A R.E. NAME z2. 6;7 8.3 R.E. Signature for in approval of As -Built information TOP OF Typ Typyp TOP OF CONCRETE CONCRETE PAVEMENT PAVEMENT CURB OPENING DETAIL ELEVATION VIEW SEE DETAIL ABOVE GRADE TO DRAIN CURB OPENINGS (3) CSEE SHEET C-6 FOR DETAILS } LOCAL DEPRESSION SEE SHEET C-6 1 11 FOR DETAILS 1 PCC GUTTER 50.00'R+ "B" &1-9 P 89.00L+ /? 54.00' L+ "J" 19+15.00 BC 351.73 F As 4y m v y> to hN b STOCKDALE HIGHWAY "J" LINE _ _9 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P,P,eC by: A_COM 'o I, 1 Z > 3.�$fi W m 0+00 00= B T+0Poe LL� CONSTRUCTION DETAILS SCALE: 1— 20' C-1 55gaom.yl9 uBoS. Sistrunk WESTSIDE PARKWAY - PHASE BC No.: 91.eer T9WP6C AnOrew Bui ) : CITY OF BAKERSFIELD CALIFORNIA 9/2912812012Te rence Pao PUBLIC WORKS DEPARTMENT e --------------------------------------------__---------12.5-1/8 —' AS BUILT CONTRACT No. ?(?LPX C.C.A. DATE R.E. NAME z2. 6;7 R.E. Signature for in approval of As -Built information 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P,P,eC by: A_COM 'o I, 1 Z > 3.�$fi W m 0+00 00= B T+0Poe LL� CONSTRUCTION DETAILS SCALE: 1— 20' C-1 55gaom.yl9 uBoS. Sistrunk WESTSIDE PARKWAY - PHASE BC No.: 91.eer T9WP6C AnOrew Bui ) : CITY OF BAKERSFIELD CALIFORNIA 9/2912812012Te rence Pao PUBLIC WORKS DEPARTMENT e --------------------------------------------__---------12.5-1/8 —' CURVE DATA NO R 0 T L 10 2200.00' 36.11'26" 718.87' 1389.62' to 2000.00' 31°11'26" 718.67' 1369.62' 0 f Beg REMOVE Exist Pvmt JOIN Exist (352.34 FSI 32.60'Lt "Al" 203.89.62 END TAPER EMB SIBEWAti TC Elev 352.80 Remove existing sid alk FL Elev 3sz.3o as directed by the 352.57 Be9 REMOVE Exists Pvmt Engineer TC Elev 352.74 FL Elev 352.24 36.16' Lt "Al" 203-16.22 Beg REMOVE Exist PvNN TC Elev 352.65--I FL Elev 352.19 37.41' Lt "Al" 202.79.17 JOIN Exist - Beg BAY TAPER Beg REMOVE Exist SIDEWALK 6AWDDT LINE Beg SIBEWAti TC Elev (352.61) FL Elev 1352.14 12/4/14 BIKE LANE 11TI-1-1 DI - 4h9.39- 205- I REMOVE Exist Pvnrt - 3 I 4 S89°28'44"E 305 S 3789.56' 3 - - _. i- 4 - - _. — __ -- - _ 25 ___ _ 6 i R.E. / AI of As -Built information CONSTRUCTION DETAILS SCALE: I"= 20' C-2 WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT C O No. 022 -She of 24 os eaa aN,oa::�P,V aNIEL 5. "Al" LINEWNL 7307iTi T' "A2" LINE „1,anv1 • v 15' 3'1 24' VOr 4' 8'-10' n nLM HMA DIKE (TYPE E)- HMA yL� UewyCL �ororna GRADE ML—......-, L LN... PLANS APPECYLL 047.E 2:1 OR 2:1 OR FLATTER Sc� S FLATTER Prep. red fore ' R CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE FLATTER TYPICAL CROSS SECTION 2:1 OR FLATTER BAKERSFIELD CALIFORNIA 93301 "Al" STA 204.87.08 TO "Al" STA 207+69.62 Prepared w4Kbby:��� A-SECO/n 24.00' Lt "Al" 204.87.08 - "- END TAPER - SW No. 1 1 ��1 - 4h9.39- 205- I REMOVE Exist Pvnrt - 3 I 4 S89°28'44"E 305 S 3789.56' 3 - - _. i- 4 - - _. — __ -- - _ 25 ___ _ 6 i R.E. / AI of As -Built information CONSTRUCTION DETAILS SCALE: I"= 20' C-2 WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT --------------------------------------------- it SXEET TOi<L 3T 534L5 / : Hw l.. 09-24-0013 MELISiEPEO PPCiF551MLL EN4IXEEP PL1N5 pPPPOVPt ORIE Prepared for: CITY OF BAKERSFIEL❑ 1L.0-'1fo L� AS BUILT CONTRACT No.T9hlP e C.C.A. DATE -2615 R.E. NAME46ff i hie g� R.E. 5i�forfino'rclpproval of As -Built information CONSTRUCTION DETAILS SCALE: 1` 20' C-3 Home: '5go003.plg D...:.: Bob Sistrunk WESTS/DE PARKWAY - PHASE SC T9WP6C shee.: nr,arew Bw CITY OF BAKERSFIELD, CALIFORNIA 9/28/2012 ne,Tere,0 ov:Pao cnce PUBLIC WORKS DEPARTMENT 1L.0-'1fo L� 34.00' Rt "A2" 316+18.54 BC 351 .130 v * 4 + + 35p �2 RF 31]+40.98 BC 355.01"flt AZ" 315+517.77 BC Iw 351. 316+fi6.63 36"109 0 ' F+ 349.09f ].80' Rt A2' 316+1i. 8 EC 1.69 FL + 35+.31 FL 317+q .q4 C MATCH LINE 'A2" LINE 349.09 F Ib . L SEE SHEET C-3 6e1 i9PER I Ib �o I$ o "A2" LINE I* I+ I, I+ l+ + + 40.98'Rt "A2" 315+51.61 RC b b to to o to to to to to to to to R=2' (EYE) 352.46 ETW ! s R=2' (TYP) isS OF ![,+ FY' S J 3 .A B 9 3].81' Rt "A2" Z I (I C `ISO y�ryp Ry 349.03 FL +30 J SoaSSO o`TO SSo DSO SSO 039�S's 0�aey .J9s9 Js99 T +40 +`y00SF r !I C! C l C f CIy 1 CIy I 11 C a 4 yy pa +50 b - - +BO +90 OR /B yy0 lW +10- V° /B '/B jAg�s s +40_ o l/ sbXV( 3A sN4s REGISTERED PPL+ESSIDXpL PLANS APPROVAL DI rE PrePJOred {Or: CITY OF BAKERSFIELD 16DO TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared Y: A� / B '/° 3A a 60 = _ _ S 'pk*-,, e, ,s ` s ° CONTRACT No. �'(, e a'o; 's T C.C.A. DATE _ eo a' 39 s ` V° R.E. NAME/7%-6. _ •s a 3q9 Drawn: 55 00030.01 : �9 ETW WESTBIOE PARKWAY -PHASE 6C 348. 348.55 r00 a N T9WP6C °s ( '/e END TAPERER Rt 1" 9 � � 4 .S BE? 40.]0 RP - ;� ,ysse ` mTee`r'e''Fence oy:Pa( PUBLiC WORKS DEPARTMENT R. E. Signature foicfXal approval Dcry FILE =ta.wroiects\60W395s vso to\caaa\coil\s°eai�s6c\ssno0o3o.oln tzp, __ Beg TAPER +30 0a ^i / 349.81 FEW I/°fRAs- "A "It information aq 349.36 ES M \\ 35.32' Rt "J1" 20+82.47 BC V.\\ 349.98 FL 2 \ \\ 351.9J1" 075'RFL 20+78.76 EC gL AES 0.0 40.OD' Rt "J 1" 23+51.76 BC 05 .02 Erw CURVE DATA 41 Z� No. R T L 1.1 1 178.00 66°49"52" 117.44 20762 48.00" Rt "J1" 23+54.24 BC 2 170.00 65°16'53" 108.89 193.69 350.67 ES 3 184.00 115°30'57" 291.71 3]0.9] Beg TAPER 4 176.00 116°42'16" 285.55 358.49 CONSTRUCTION DETAILS SCALE: 2"= 00' C -3A e.15mn: Do+e: Deso�1 +ion: File name. Drawn: 55 00030.01 Bot SlDtrunk WESTBIOE PARKWAY -PHASE 6C a N T9WP6C AnEaRldrew aee.: C/TY OF BAKERSFIELD, CALIFORNIA BE? Daae: 9/28/2012 mTee`r'e''Fence oy:Pa( PUBLiC WORKS DEPARTMENT uRen]Nz =)uAP=e"i" Dcry FILE =ta.wroiects\60W395s vso to\caaa\coil\s°eai�s6c\ssno0o3o.oln __ S a: k.A :�l.iLf ,ONTRACT No.TWV,—O� C.C.A. D.E (E�' R.E. NACAEW rR.E. Signature oroval As Built inf;Ir:_ CONSTRUCTION DETAILS SCALE: 1"= 20' C-4 Noroo. Down. 5goO04.ply Bob Sistrunk WESTS/DE PARKWAY - PHASE BC 9lww`r T9WP6C AntlreC/TY OF BAKERSFIELDA CALIFORNIA w Bui CFzcNea a>: PUBL/C WORKS DEPARTMENT 9/28/2012 Terence Pao 'IL.S-'I 16 sxFET I 3399is 39 edoro.4.10=iCEf PX RLISiEPFU PPCPESSIOX4 ENGINEER PLANS 4PPPOYCL XdiE CITY OF 6AKERSFIELD 1600 TFU%TUN AVENUE RARERSFIELD CALIFORNIA 93301 Pfepored b --y: CONSTRUCTION DETAILS SCALE: 1"= 20' C-4 Noroo. Down. 5goO04.ply Bob Sistrunk WESTS/DE PARKWAY - PHASE BC 9lww`r T9WP6C AntlreC/TY OF BAKERSFIELDA CALIFORNIA w Bui CFzcNea a>: PUBL/C WORKS DEPARTMENT 9/28/2012 Terence Pao 'IL.S-'I 16 II---------------------------------------------------------------- 14,4 0' R+ "C" 24+51.60 Begin 6 -foot slatted 'O D CURB (TYPE A2-6) r D SW chain link fence 52' 32.21' R+ "1 21111 11 oa (City Standard with 102 cuRla RAMP (TYPE c Moal SEE DETAIL ON THIS SHEET desert tan priva Slats) —. >` R� aEli 1, 1 CURVE DATA CCO No. 023 Sheet 4 of 4@ Min TC ow+ 39 3a4 La I I 36"19'5" Max 1]21.95 I z r. P.Max SW No. 8 A N ' II3 CURB RAMP (TYPE C Mod) DETAIL. u.va°' Y - o� , SW No. 2 NTS Y BIG xeclslExeo vxoressionn exNneex ouxs >aveavu mTE y II Prepared for: Y Begin 6 -foot slatted Tie-in sl tt d chain lin fent to all at CITY OF BAKERSF IELD y chain link fence BB as d re ed by the ngin er 1600 TRUxTUN AVENUE y - -APPROACH SLAB BAKERSFIELD CALIFORNIA 93301 y (City Standard with Fill E— III Prepared by: r desert tan privacy slats). WESTSIDE PARKWAY - PRASE 6C SEE SHEET C-12 FOR Andrew Bui r R/ SW No. 7 DETAILS Y RENFRO Rd OC CITY OF BAKERSFIELD, CALIFORNIA BRIDGE No. 50C-0352 Andrew Sui Y SEE BRIDGE PLANS - Y ne=r:ea Ny: cTerence Pao PUBLIC WORKS DEPARTMENT USERNAME „xsE,-Elia 4GN FILE => 9:\pro.1t. \6W2395s .saga. ddx :[.1INI �..\ss,NS59IW5.ol9 _ 19 S-178 y '^ 50: END CURB (TYPE A2-6) -- AS B Riw r END SW 7: 38 U - r CT No. Y C.P: DATE— ne (1) EA - i 8. N/ 1E �1- G.lOI t-y-,S•,P!¢� Y1 -foot Chain "E" 24+61.60 Be '4" ,Link Gate (CL -6) 157+45.86 C^ 2s+76.60 , rl ouble 8 -foot) _ r RENFRO ROAD r 3 - - - - 6 - - - - 4 �.C�� LINE - - 2 - - - - - 6 - - - - - - - - -, - gno UNT@1- I1 in - I a�provol --- --- ofinforma#on--===— y y - JOIN Ex is+ - y APPROACH SLAB \ (358.57 FL - -- -- yPER 14,4 0' R+ "C" 24+51.60 Begin 6 -foot slatted 'O D CURB (TYPE A2-6) r D SW chain link fence 52' 32.21' R+ "1 21111 11 oa (City Standard with 102 cuRla RAMP (TYPE c Moal SEE DETAIL ON THIS SHEET desert tan priva Slats) —. >` R� aEli 1, 1 CURVE DATA Min TC La m 5250.00 36"19'5" Max 1]21.95 3327.82 14,4 0' R+ "C" 24+51.60 Begin 6 -foot slatted 'O D CURB (TYPE A2-6) r D SW chain link fence 52' 32.21' R+ "1 21111 11 oa (City Standard with 102 cuRla RAMP (TYPE c Moal SEE DETAIL ON THIS SHEET desert tan priva Slats) —. >` R� aEli 1, 1 6.5 5 Min TC La 27. N Max J 8.3�% o P.Max SW No. 8 A N II3 ra Alignment shall be as directed by the Engineer. a 'I, La BACK OF WALK J SW No. 8 CURB RAMP (TYPE C Mod) DETAIL. - NTS BIG CONSTRUCTION DETAILS SCALE: 1"- 20' C-5 Fill E— WESTSIDE PARKWAY - PRASE 6C ssga005.p1 Andrew Bui 0o Nom` jlne@r CITY OF BAKERSFIELD, CALIFORNIA Andrew Sui _ oo+e: 9/28/2012 ne=r:ea Ny: cTerence Pao PUBLIC WORKS DEPARTMENT USERNAME „xsE,-Elia 4GN FILE => 9:\pro.1t. \6W2395s .saga. ddx :[.1INI �..\ss,NS59IW5.ol9 19 S-178 ________________________________________.__—_—____—_______—________________—________________________—___—__--__—_______—___________________—__—_____________'___� I M HMA DIKE (TYPE EI IES L — — — — AT \Y? J/ SgP��trP I— / HMA DIKE IT CI PCC CURB & GUTTER HMA DIKE (TYPE NOTES NG OR AVEMENT IE PARAPET = C POST POCKET B" u4 d m, TOTAL 2 —PER POST 1. .1 -4 I. All works shall conform to the applicable sections of 6.0" T +he Specifications entitled, 'Standard Specifications, SxEE% State of California, Department of Transportation', Curb face Normal approved current edition. <0 904 2. All concrete shall be class "A" and shall have a Normal slump within 2.5" to 5.5" 3. Subgrade preparation shall be constructed true to grade and cross section, with compaction of 90% to a depth of 6.0" 1 Bottom of Curb C.H. 4. Existing sidewalk shall be sawcut and removed at CI the first scoring line at or beyond the planned joint. 99-29-0011 An exposed surfaces of the sidewalk underdroin shall C,Ci match the existing curb, gutter, and sidewalk surfaces. CITY OF BAKERSFIELD R.E 5. Expansion joint filler material shall consist of a BAKERSFIELD CALIFORNIA 93301 durable, preformed, resilient compound. CU rb ELEVATION 6. Shall be constructed with Gutter Depession per see r 'B' t. 7. Gutter depression shall be class P.C.C. 6.0" thick. B. Expansion material or 2.0" deep joint between underdrai an NMA DIKE (TYPE FI —( LES �(—^\/LFL HMA DIKE (TYPE LS T ,N` HMA DIKE (TYPE HMA DIKE TRANSITIONS MECOM Expansion jol n+, typ. 6.0" T SxEE% Curb face Normal ,NSE:. ror <0 904 6.0' Normal penln9 w 9�wzm9 rpP �l vl 1 Bottom of Curb C.H. 1.0 99-29-0011 PELISRPf➢ 1.11111I1.11111IENFIND6IMEP PLANS APPROVAL YI tE Prepared for: ____ _ 30peniin CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 MECOM Expansion jol n+, typ. 6.0" T Flow line Curb face Normal 6.0' Curb 6.0' Normal penln9 1 Bottom of Curb C.H. 1.0 C.H. il oil ____ _ 30peniin _ � f CU rb ELEVATION _ P.C.C. _ �e o 5' 0 x 9" POST POCKET 2-44 x 2'-6" TYPE 26 BARRIER SHOWN. TYPE 7328, TYPE 60 AND 60SC SIMILAR. POST ANCHORAGE DETAIL APPLIES TO CHAIN LINK RAILING TYPE 7 AND TUBULAR HAND RAILING. SEE RESPECTIVE STANDARD PLANS FOR ADDITIONAL DETAILS. AS BUILT NTRACT .A. DATE 9. C.H. = Curb Height R.E. Signature for finc 10. C.H.&D. = Curb Height and Depression of AS -Built informat,on approval Gutter J°f I C.H.&D. limits PLAN INLET IN GRADE $AG Normgl Gutter Top of Flowllne Curb PLAN evel 6.0' 2.0' 1.0 Face A24.4 2.375'x2.37 Steel 5" n C, Galvanized Steel Cesar 2 02 An with Anchor. 6.0' Opening 6.0' Anchor is 0.375" did x 4.0" PROFILE II2a.2:, MM 3"' INLET IN GRADE SAG Outlet 2.07. Inlet GUTTER DEPRESSIONS SECTION A -A SIDEWALK UNDERDRAIN CONSTRUCTION DETAILS NO SCALE C - V names. ora.,,. 3 o006.p1 Bob Sistrunk WESTSIDE PARKWAY - PHASE 6C 'leer, T9WP6C Andrew Sul CITY OF BAKERSFIELD, CALIFORNIA 9128/2012 aTe rence�" T Pao PUBLIC WORKS DEPARTMENT I Z.b-"I/u----- ' AS B i LT CONTRFlCT H0.P�w�6 C p.E ,Signature f:, of A_Ru t 4 p' /59.60 r � � / 366.69 L+ 'A 208+85.00 ABUTMENT- +75 50 +00 +25 +50 —TS 00 II �', na 1367 ril I WESTSIDE 366.89 367.1 Qu F wr � $ w CONSTRUCTION DETAILS "D-1" LINE GORE DETAIL SCALE 1"=20' eNsl o:,: Do.e: Descrl+ C-7 lFilep :,..1.119 Caiher ine LOmpbn WESTS/DE PARKWAY - PRASE 6C E Rhee > CITY OF BAKERSFIELD, CALIFORNIA oe i9WP6C Jason Yaw - - oma: cneoKea ny: 09/28/12 4nnie Yang PUBLIC WORKS DEPARTMENT 'I 2.b -"I 10 C 5 4No 5344 1 ( yo eRiN �_ E IPXL cn xe yp=l. pazn:n5 nvu 09-P8-2012 NEGI4EM�0 PPCF SSIOXLL IXEEP ANS n NONAL DRE Preparea tor: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prapar-edb--y: A ---COM TRC 123 TEC.NOLOOY DRIVE Mohs Po rx vnnmrx v:mm .,me.,, IRVINE, CA 92610 Qu F wr � $ w CONSTRUCTION DETAILS "D-1" LINE GORE DETAIL SCALE 1"=20' eNsl o:,: Do.e: Descrl+ C-7 lFilep :,..1.119 Caiher ine LOmpbn WESTS/DE PARKWAY - PRASE 6C E Rhee > CITY OF BAKERSFIELD, CALIFORNIA oe i9WP6C Jason Yaw - - oma: cneoKea ny: 09/28/12 4nnie Yang PUBLIC WORKS DEPARTMENT 'I 2.b -"I 10 n AS coNrRacr rio. '�.v C.C.H.DA-iE_ E.E. NAME l �I- Ti✓i ftB��_ R.E. Signature forTnc. of Rs -Built information R7 nO' I+ "A" 914+70 671� / \ \ 'b-1" 34+71.40 , r GORE GORE +50 .. ( \.... A +25 367.96% -+00 + p -0O- 367.91 +25 - +50 +73 369.63 361.74 352. 3gT, Bj_ _. 3- 6],4 T 367.52 362.58 369..6969 � "D-1' LINE rte. -- .1 w +74,74 +99.73 +24.68 +49.61 +74.54 +99.47 +24.40 +49.33 +70.67 +24,81 +49,79 367,87 367.94 368.02 368.09 368.17 368.24 368.32 368.39 368.46 367.72 367.79 STSIDE P y LIE 3 "A" LINE 4 215 1 09-28-2012 RECISTEREB�PPCi SIM , ...IXECB FLAR5 APPROVAL DATE Prep. r¢tl for: CITY OF BAKERSFIELD 1600 TPUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared by: TRC 12J TECHNOLOGY DRIVE IRVINE. CA 92619 CONSTRUCTION DETAILS "D-1" LINE GORE DETAIL SCALE 1"=20' Ci -8 WESTS/DE PARKWAY - PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT AS �USLT CONTRACT C.C.A. DAr '-C _A W, E/?�/ S:OYFQ'{1T`P. fCr'�rt10 a�� r0val of As -Built informlition 43 1 31 09-28-2012 xE41mExE�'T1 PWf 3PIWf 3 IM'>L IIELF PLexs AYPPOVAL 141E pl. pared for: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pr¢ppr¢tlb—�yM: A_--XDM I TRC 123 TECHNOLOGY DRIVE noaanww.mnnm°" IPVINE. CA 92616 CONSTRUCTION DETAILS "D-4" LINE GORE DETAIL SCALE 1"=20' Ci'9 — — o656cgo009.plo Catherine Lampan WESTSWE PARKWAY - PHASE 6C J.G PEC ason YOw - CITY OF BAKERSFIELD, CALIFORNIA T9W pare: cn«Kea or: PUBLIC WORKS DEPARTMENT 09/28/12 Annie Yang I L.J-IIO STATION OFFSET "A" 120+00 1 Lt "A" 120+10 BUB: 18.19 Lt "A" 120+20 18.75 Lt "A" 120+30 19.69 Lt "A" 120+40 21.00'Lt "A" 120+60 24.00 Lt "A" 120+80 27.00 Lt "A" 120+90 28.31' Lt "A" 121+00 29.25 L+ "A" 121+10 29.81' Lt "A" 121+20 30.00' Lt "A2" 310+80 24.00' Rt "A2" 310+90 24.19' Rt 311+00 "A2"11 24.75' R+ "A2" 3+10 25:69 Rt "A2" 311+20 27.00"Rt "A2" 311+40 30.00'Rt "A2" 311+60 33.00'Rt A2' 311+70 34, 31 Rt A2 311+80 35.25'Rt A2' 311+90 35.81 Rt A2' 312+00 36.00 Rt 'D -A' 106+80 12.00'R+ "D-4" 106+90 12.20' Rt "D-4" I07+00 12.77' It "D-4" 107+10 13.75' Rt "D-4" 107+20 15.10'R+ "D-4" 107+40 18.06' R1 "D-4" 107+60 21.02' Rt T-4" 107+70 22.33' Rt T-4"I07+BO 23.26' Rt "D-4" 107+90 23.82' Rt "D-4" 108+00 24.00' R1 LINE BAY TAPER A5 BUILT G CONTRACT No.77y C.C.A. DATE -20 /,5- R.E. NAME ✓G7.,!!5�. �1_e R.E. 5icntlTe e ,-"0r ,,,I arrovgl of AS -Built Inf BAY TAPER 0 ✓�"`^^*�� 09-2B-2012 wl� . — PANS APPaO.AI DATE Prepared for: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE Preppretl b --y: 4yCQM TRC 123 TECHNOLOGY DRIVE rnvw.remuavano� mm..�am. IRVINE. CA 926, CONSTRUCTION DETAILS SCALE 1"=50' Ci'10 WESTSIDE PARKWAY - PHASE BC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ____ I L.O- I 10 �. 6XEEi5 Fgy't 45 �4Q MATEI{ eppiEss f2 = LfNE �Z"' / STA 321 SO onxxl� 9 ^ ;x \ ,p Iznvn z- clvu J J R� N REMOVE BARRICADE �� - JY +r 09-28-2012 PEDI9EflE�iD P1oEPxxE iOXIL IM[X 11.1 F REMOVE Prepared tor: BARRICADE CITY OF BAKERSFIELD 1600 TPUXTUN AVENUE BARERSF IELD CALIFORNIA 99301 �Iyy\ PreParetl bY/s�/� All TRC M4T L1� CH (lIE ASCOM 123 TECHNOLOGY DRIVE STA 32*5p n`a't°'cnmr' IRVINE, CA 92616 o GATEVE 4 REMOVE BARRICADE �. A� V' 27-65 L �..� a� I, �G -'h'ADAAATE 7� �n Beg REMOVE CL PENCE ,j\ E. NPA " C&�j.+G-`'.__ G LINE ` �ure n- 1al o F P.. rovnl ss � Of As/ -Built mfe-m:.�n 30 WE 351 -DE -i"' 9 220 .. v" s - 210 1 s _ ` I9 l "D-4" LINE n _ - �— _ - y� .y 8 � REMOVE 0�9" 109+54 AiBARRIER B REMOVE CL FENCE' ,.�'�REMOVE j �\ R/w ._ �, �� A BARRICAV T- = CONSTRUCTION DETAILS (REMOVAL PLANS) -- -x, "FOR SCALE 1"=50' � F Rwtelon: Donee Descrl +loc: THIS PLAN ACCURATE CONSTRUCTION REMOVALS ONLY. `e-1� - -F711 Nome. WESTSIDE PARKWAY - PHASE 6C ABC ROI I.p?g camerine Lampon JOD No.: Engineer: CITY OF SAKERSF/EL D, CALIFORNIA T9WP6c OSOD new ----- ---- Dete:D9/28/1 ne=Nee DY: PUBLIC WORKS DEPARTMENT 2 Annie Yang WFliN4xc=11111=uw DCN FILE N.eue-olti,APro:ectsattno9.D"! 91FCLD\$FRet\EFC91D1 1.11:e ____ I L.O- I 10 -------------------------------------------------------------------------------------------------, CURB TRANSITION PCC CURB (TYPE 84) CONSTRUCTION DETAILS 5CALE, 1••-r C-12 istrunk WESTS/OE PARKWAY - PHASE 6C e CITY OF BAKERSFIELD, CALIFORNIA ce Poo PUBLIC WORKS DEPARTMENT 12.b -I 16 T L AS 0T No. ;ATE BUILT 3 —,.20,45— ZO%SME/ ilpti, I6 399 ME-4• Lf/ f f6' eeA� iic'.lo for 1 mclI approval -.laiion CURB TRANSITION PCC CURB (TYPE 84) CONSTRUCTION DETAILS 5CALE, 1••-r C-12 istrunk WESTS/OE PARKWAY - PHASE 6C e CITY OF BAKERSFIELD, CALIFORNIA ce Poo PUBLIC WORKS DEPARTMENT 12.b -I 16 T L 5 6 ilpti, I6 399 PE91 V1130Pe PE615IEflEfl %pi E551MdL EXLIXFEP PLdXSAPdPPPOVM OLiE Prepared for: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 PreparedAA by: /'1-m CURB TRANSITION PCC CURB (TYPE 84) CONSTRUCTION DETAILS 5CALE, 1••-r C-12 istrunk WESTS/OE PARKWAY - PHASE 6C e CITY OF BAKERSFIELD, CALIFORNIA ce Poo PUBLIC WORKS DEPARTMENT 12.b -I 16 a IY VIDE SIDEWALK DRAIN PROTECTION. w __________________ _______IID R l ASS V U LT uuosmc a r q "ONTRACTNo. -779// f6 rcpared for: ,.C.A.DATF 3��� CITY OF BnKERSFIELD p �/ 1600 TPU%TUN AVENUE E NAME )✓�_�•iL' BAKERSFIELU CALIFORNIA 93301 _ /ice �� 9iJ6i�11// / r..aauvnr „« GENERAL NOTES - CONTRACTOR SHALL USE THE :- APPROPRIATE EROSION CONTROL AND NO. SEDIMENT MEASURES AS SHORN AND $ DESCRIBES IN THE PROJECT SWPPP v APPENDICES. 09/28/2912 2- CONTRACTOR SHALL PROTECT AND - STASILIZE SLOPES PER CALTRANS BMP DETAIL SS -7 LEGEND TEMPORARY DRAINAGE INLET PROTECTION (GRAVEL BAGS - TYPE 3 ) TEMPORARY DRAINAGE INLET PROTECTION (GRAVEL SAGS - TYPE 3) FIBER ROLL SILT FENCE LIMIT OF WORK TEMPORARY CONSTRUCTION ENTRANCE SF NNHWMN40 N .18=8 31 THIS SHEET ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. S6G8001.OWG MARK FUERTE NO. o a T9ATEC CK ROL I PI ,.aa e- ChlJE 09/28/2912 � JENNIFER GUIGLI TEMPORARY WATER POLLUTION CONTROL PLAN SCALE., 1"=50• WPC -1 WESTSIOEPARKWAY- PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 12.5-178 € 11; LT CONTRACI f'� �9G4"t'bC� IC.:;.A. DATE_ 1- _/-3 -ZD /S i IR.E. NAPv1E w- Z,_w -f6'2At._ THIS SHEET ACCURATE FOR YVATER POLLUTION CONTROL WORK ONLY. SSG8002.D'WO MARK FUERTE �n9NIna� T9WP6C I DICK ROL oe-ze-aoiz TEMPORARY WATER POLLUTION CONTROL PLAN f SOME- 1"=59' WPC -2 WESTSIOE PARKWAY- PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 12.5-178 c6 eN sc cNl [. p rapaYcd fpl^e CITY OF BAKERSFIELD 160D TPU%TUN AVENUE y BAKERSFIELD CAL I FBRNIA 93301 P,p,r d by A� THIS SHEET ACCURATE FOR YVATER POLLUTION CONTROL WORK ONLY. SSG8002.D'WO MARK FUERTE �n9NIna� T9WP6C I DICK ROL oe-ze-aoiz TEMPORARY WATER POLLUTION CONTROL PLAN f SOME- 1"=59' WPC -2 WESTSIOE PARKWAY- PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 12.5-178 A 5 E �_ #' T CONTRACT No. _% 9/ i P/ C C.C,..G:TE LI—/3. IJ%S //R.EnE. NAJAE W. -6' kk . t. Sim.t 'r<: for incl approval c i f'BT•tP G1 ion PST... 0 Z: _P' /Pr®pared for: CITY OF BAKERSFIELD t � � OR 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 PLANS ,,:. /ALi Pw,p��are.d. by: `.� r wmpewu yr �' p 12.5-178 _P' OR p x i� 3 t \ A F SUBLET STRUCTURE 7 ! PER ORAWAC£ PLANS RENFRO I ROAD OC ` eE[£a➢p1 - PUMP PLANT j esw f� TEMPORARY WATER POLLUTION CONTROL PLAN THIS SHEET ACCURATE FOR WATER P01 -LUTON CONTROL WORK ONLY, leap "'lll -' SCALE. T=50' WPC-3 oar oa P iia N � oro».,; WESTSIDf PARKWAY -PHASE 6C T9VtP6c ales Ra CITY OF BAKERSFIELD, CALIFORNIA — --- — Dore: _ po�2g�2pip �CnenNetl n �E\NIFER GUIq.IANO PUB11C WORKS DEPARTMENT useexuie fusent oeR IT. LREaUe5T4 12.5-178 AAsc����'U I LLT � CONTRACT No. t_?A/_ C.C.A. DATE _J!�--t3 20 R.E. NNAE 0 6• %///A _ 62f� /— L i P. E. Signature ford Incl approval of As -Built ir,formr.'ion �. t.. LIMIT OF WORK A 145 N _---' —c+ ri<mw xEE LIRFINAGE �LAAfi et�rmov t 2 (F'repar®a xpr: CITY OF 54KERSFIELD 1600 TPU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Preporetl by: AE -COM TEMPORARY WATER POLLUTION CONTROL THIS SHEET ACCURATE FOR WATER POLLUlM CONTROL WORK ONLY. PLAN w craws: m: ome: ttm: SCALE, 7" 50' WPC -4 :l5e =Z xn: 6flao64.Ulw rxLfARk FUERTE I WESTSlDEPARKWAY-PHASE SC uan WP ow�aof: T9tt48C '. UECk RC1. CITY OF BAKERSFIELD, CALIFORNIA — 09oa+/2802613 09 icJENNIFER (PJIGLIANQ ny: PUBLIC WORKS DEPARTMENT ` JENNIFER �scrzxauE wsEm ncx me nscucsri 14.0-110 I L 0 u� ;a E TYC EID ➢ON .,�. _.. (i 9E FFNOkiD1� � I 4 AS BUI CONTRACT No. _ C.C.A. DATE z 21J JS� R.E. NAME �1 5 • !�//61F R.E. Signature for Ina approval of As -Built information �-'LIMIT OF 9 aD-ze-zD�z DFCIS D UWSWR AeGNIIEM GL swrkL AL OITY OF BAKEftSFIELD f 6OD TR"TUN AVENUE 1 BAIERSFIELD CALIFORNIA 93301 + Prepared by: ASWM xprmw� -------------- Q I2.b-"I 10 III 1\11 L TEMPORARY narcHUNEET KVPC2z+ao 5EE SHE[T V✓FC-4 WATER POLLUTION CONTROL PLAN THIS SHEET ACCURATE FOR 'WATER POLLUTION CONTROL WORK ONLY. SCALE 1'— 50' WPC -5 Revlsm: Dare: Dasm� + .m. e rvoma moo..:: 55GScKOUWG MARK FUERTE WESTSIDEPARKWAY-PHASE &C CITY OF BAKERSFIELD, CALIFORNIA rvT9WP6C nDDICK rROL I- 39/28/2012 e JENNIFER OUIGLIANO PUBLIC WORKS DEPARTMENT OSEPNAYE WSER3 UGN FILE fPE00ES i! I2.b-"I 10 LIMIT OF WORK r-ONt N > v L'- .•" � roPared -For: \„ CITY OF BAKERSFIELD 1600 TRUXTUN AYENEE BAKERSFIELD CALIFORNIA 93301 Pwr e�R/+a/r�e�G� by: I.. TEMPORARY WATER POLLUTION CONTROL THIS SHEET ACCURATE FOR WATER POLLUTION CONTROL KIORK ONLY, PLAN aa.lelo..: oo*a: oesor lF'ticn: SCALE. /"= 50' WPC -6 ane roA 56G5CGGaD08.DW: i MARK FLiERTE WESTSIDEPARKWAV-ANASE6C CK R rsu96c DICK OL CITY OF BAKERSFIELD, CALIFORNIA 09/28/2012 -JENNIFER cw�-uKNa PUBLIC WORKS DEPARTMENT USERN4ME WSEPL OCX FILE tflE0UE5it 1 L.5 -'I 16 -L ry SEE WALL PUNS i <m_7 uOOLujo ( jui kpnq-sv 4o IDAOUddD IDuI} Jo4 2,1n DU61 } s '3•a " 3wVN 3 a s 31VO •V'D'T n ''ON 1OVa1NO3 rims S V LIMB OF WORK LIMIT OF WORK a / �, SEE WALL PLANS'I / / TEMPORARY WATER POLLUTION CONTROL THIS SHEET ACCURATE FOR WATER POLLUTION CONTROL KIORK ONLY, PLAN aa.lelo..: oo*a: oesor lF'ticn: SCALE. /"= 50' WPC -6 ane roA 56G5CGGaD08.DW: i MARK FLiERTE WESTSIDEPARKWAV-ANASE6C CK R rsu96c DICK OL CITY OF BAKERSFIELD, CALIFORNIA 09/28/2012 -JENNIFER cw�-uKNa PUBLIC WORKS DEPARTMENT USERN4ME WSEPL OCX FILE tflE0UE5it 1 L.5 -'I 16 c n } a 4 3 ti �J F. s z AS BUILT CONTRACT No.29W Pe/, G C.C.A. DATE R.E. NAME i�l• �_j/l�ifQi� R. E. Signature for Analap oval of As -Built information a (Prepared #or: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared by: MOM THIS SHEET ACCURATE FOR WATER POLLUTINd CONTROL WORK ONLY --- 56C3007.0W^v rbMARK FUERTE :ten No.: ofl msor: T9WPfiC DICK ROL —Data: LINE – lL > – s D_ � #3 INPR —. aI ANS ._.-.�.-_. (Ivo) THIS SHEET ACCURATE FOR WATER POLLUTINd CONTROL WORK ONLY --- 56C3007.0W^v rbMARK FUERTE :ten No.: ofl msor: T9WPfiC DICK ROL —Data: Chaokatl byi 09�28J2012 i dENNffER CUIGLI TEMPORARY WATER POLLUTION CONTROL PLAN SCALE1'- 50' WPC -7 WES TSIDE' PARKWAY - PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 11.5-1 16 Ar �w 4 NTRACT No--- _ 3 r, ,.A. DATE ZIP / Wit_ �k� :. NAME /t tJJ� ' If; _ ms o uwsc +u I c P t/ CITY OF F : E L D IF E. Signature for inal apprs, a If Fy \\ \BAKERSFIELD CALIFORNIA 93301 1699 TRI AVENUE T_ f AS -Built information 11 J t u 1 'lPfrlFlt z het i b Fi SEE PHASE 613 PLANS ' BASLI SIT -I T FINAVE r �1 / rp LIMIT OF WORK-\, --- . tlMli OF WORK--\ J JESTSi15ETAR K AY -- Lu cEE PNASE 6G PLANS � _ q z J ;1/0 Jif - TEMPORARY _--- __-- WATER POLLUTION CONTROL J` PLAN THIS SHEET ACCURATE FOR WATER POLLUTION CONTROL WORK ONLY. � o SCAIE 1"- 50' WPC_ a aev�emm Az o Deem izQ,: ---- ---- .-- — -..-- --- -- ome: S6G5968.1)WC ra.n: MARK FUERTE WfS7S10E'PARKWAY- PHASE 6C IM MO.: T46'P6c nPlneeY: DICK ROL CITY OF BAKERSFIELD, CALIFORNIA - o9/28J2912 JENNIFER cmcLlANo PUBLIC WORKS DEPARTMENT VSEPN-0YE SLLSFM 9GN FILE iRE011E5TS 12.5-178 THIS SHEET ACCURATE FOR WATER POLLUTION CONTROL WCRK ONLY. S60800B.OWG I MARK FUERTE I+o.: n —.1e : T9WP6C DICK POL 09/26/2012 icJENNFEP J]UIGEI An TEMPORARY WATER POLLUTION CONTROL PLAN SCALP 1'— 54' WPC -9 WESTSIDE PARKWAY- PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 11.5-1 16 lipuFB IXLFT Sap1WAY (51DE:MPLK SEMON A - A .A. ..B BAGS STACKER TCXILY PLAN O(BM 1, SLI S NAND ISEENDS TDIC t. ENN BFRRIFRS DN (SPRY Sli.%NC STILT IS SEND NNEiE WATER CAN 'DND ABB NtOw:{RINFNi TD SFFnHAT' FRM4 RM'DFF, 2 BRACE. RASA, C{ DUMB BUAa4 DR IN. OCUSTEE .C, ARE ..D MTB G AL£L LkYE%D AND PA.. TGXRY Ai LEn£ ONE SAroBAB GAP W IM TW . N INS. -1. FOP kl.., 9. INSYECT RAPRIERS AND MNSKE SEpDENT }FUER OUT STOAN EMENi SFMMENT ANO BOAVES. ..I K MMMC1 ,NUM . INAVPEG WAY WKVJUA Y. OURBMLETSEENTBARRIER (GRAVEI.8AG5J ars PLAN YEW Nuns 1 PLACE IED . TM Tb E. TCU FALL, PS AT'IP BF,EMi OE EXVMN SP, AD RUN£ 4CEFS EI 5D,CAt $COC LENUM AND SPNEAU X4NCSF AE S"UAFLEW AT TIE . OF bb,N BC SLONE 9MERE R TitaM, IS ttJ k STEE?EP TIE Rd 1. SHBNLDPBE NKEAIAPMA PER PWTEEI BEER N A ON .Ah ARG TY7IGPLLY LEFT IN . i LRATE PBER ROD CE OR BEY C 41MRS SP..ED PS FRLLG -SLDNS II-UDNTW OF 1:1 A. 2L FIBER POLL9... 9E PLACERAT A MNAIMUM INTERVAL DF 1B R. -E!ffiE IN0.INAU. NA I I ore EullEU, FBER PoTLS ..1B, BE %ALU AT A A... ..'A, aF 15 ET. -ELOPE INCLINFTDN Dt R;1 DR GNEAER FIRER BASLEAUM SMDJLR BE PMI AT A MAXIMIN1ERVKL Qr 10 FT. S. INAM USER 1...10 A I TO d IR BEEP TREM. IN A M UN .01AL TO DIAMEER DF TS FIAER reIXL RINK MANNNUM DN CEN ES, SEANNSTR VANEES WM A SPANPL T OLusm. DF D]S BY B"Is IN.. M&INUR LA!A N C£ NM M. lYPMA�NJ.4TK)iF ENISTNG a0 FANNG SIDED,. IND DOMM IT SHALL BE MAINTUNEO IN A KVSBPB ; URASENBE:T 110 PUBLIGRINC DR RU BT -CF -WANE THIS MAY REb-JLSE TOP DRESSNGMEDN AND/OR CLEANOUT CF AxY MEAsBPr 'ESS IN T+AP EESM.FAi 9RIDR M ENNTIPANTE UNTO PUABC RCBT-PF-WAY a. YMw W DID.0 IS REOP111'. R SRALL BE B TRE 9N AN AR FS. .. MTX Cfl1ISXED STONE THAT IN.. INNS AN AOPRDIED SJMENT RAP DA 1E011¢NT AIMS. C3 I_T=XX 1 ILT CONTRACT No. r 91A1,0 vt.•rt. VAIC f�=2 R.E. NAME /�' Z.E. Signature for final If As -Built information TEMPORARY WATER POLLUTION CONTROL DETAILS SCALE 1"-- 59' WPCD-1 56Ctaa1.DWG K�MARH FUERTE WESTSIDE' PARKWAY-PHASE&C NO.: nBlneer: rswPsc DICK ROL _ ___CITY OF BAKERSFIELD, CALIFORNIA NTVeVled FIT /2ef2ai2 JENNIFER GUI LIANO _ PUBLIC WORKS DEPARTMENT 11.5-1 16 1 56 13441 r EIBEt FULL$ NsaL� e" NIn ` os-zB-N4 fl.ANS !P 04117 � 3H�N 3(h" fBppYBtl >OYi {W%IB STPNES Mak 4'sFaOxb CITY OF BAKERSFIELD 1600 TROXTON AVENUE ENPRSNCAd16IdT DETAIL BAKERSFIELD CALIFORNIA 93301 aNt/�. Preparetl by: PLAN YEW Nuns 1 PLACE IED . TM Tb E. TCU FALL, PS AT'IP BF,EMi OE EXVMN SP, AD RUN£ 4CEFS EI 5D,CAt $COC LENUM AND SPNEAU X4NCSF AE S"UAFLEW AT TIE . OF bb,N BC SLONE 9MERE R TitaM, IS ttJ k STEE?EP TIE Rd 1. SHBNLDPBE NKEAIAPMA PER PWTEEI BEER N A ON .Ah ARG TY7IGPLLY LEFT IN . i LRATE PBER ROD CE OR BEY C 41MRS SP..ED PS FRLLG -SLDNS II-UDNTW OF 1:1 A. 2L FIBER POLL9... 9E PLACERAT A MNAIMUM INTERVAL DF 1B R. -E!ffiE IN0.INAU. NA I I ore EullEU, FBER PoTLS ..1B, BE %ALU AT A A... ..'A, aF 15 ET. -ELOPE INCLINFTDN Dt R;1 DR GNEAER FIRER BASLEAUM SMDJLR BE PMI AT A MAXIMIN1ERVKL Qr 10 FT. S. INAM USER 1...10 A I TO d IR BEEP TREM. IN A M UN .01AL TO DIAMEER DF TS FIAER reIXL RINK MANNNUM DN CEN ES, SEANNSTR VANEES WM A SPANPL T OLusm. DF D]S BY B"Is IN.. M&INUR LA!A N C£ NM M. lYPMA�NJ.4TK)iF ENISTNG a0 FANNG SIDED,. IND DOMM IT SHALL BE MAINTUNEO IN A KVSBPB ; URASENBE:T 110 PUBLIGRINC DR RU BT -CF -WANE THIS MAY REb-JLSE TOP DRESSNGMEDN AND/OR CLEANOUT CF AxY MEAsBPr 'ESS IN T+AP EESM.FAi 9RIDR M ENNTIPANTE UNTO PUABC RCBT-PF-WAY a. YMw W DID.0 IS REOP111'. R SRALL BE B TRE 9N AN AR FS. .. MTX Cfl1ISXED STONE THAT IN.. INNS AN AOPRDIED SJMENT RAP DA 1E011¢NT AIMS. C3 I_T=XX 1 ILT CONTRACT No. r 91A1,0 vt.•rt. VAIC f�=2 R.E. NAME /�' Z.E. Signature for final If As -Built information TEMPORARY WATER POLLUTION CONTROL DETAILS SCALE 1"-- 59' WPCD-1 56Ctaa1.DWG K�MARH FUERTE WESTSIDE' PARKWAY-PHASE&C NO.: nBlneer: rswPsc DICK ROL _ ___CITY OF BAKERSFIELD, CALIFORNIA NTVeVled FIT /2ef2ai2 JENNIFER GUI LIANO _ PUBLIC WORKS DEPARTMENT 11.5-1 16 i(RALE WtiY _L+ AS BUILT CONTRACT No. q C.C.A. DATE 3 R.E. NAME �%_ � � rSignaturefor final s -Built information M1F� _will I — � f us -se -Y e,a FiT�-L w�arC mUurzcl rugs nrr nsu'bi2 Cllti DF HAKE.RSFIELG OeKERSFIELC CKIFUFMIL 133UI Pi.,,, ad bY: AMOM EROSION CONTROL PLAN -EC-1 WESTSfVE PARMAY - PRASE GC CITY OF BAKERSFIELD, CALIFORNIA PUBIC WORAS oFPARfHfAlT 12,5-178 '.. LL L 'I4_ LILT TF E- i- - "F ....L. .1, .F T Ft :.S- Hu. FFI LL CL. � _ 'L woop ct�zPi ra' THLCK, F F.EITE t T. IF L,':L t a Lr EROSION CONTROL PLAN -EC-1 WESTSfVE PARMAY - PRASE GC CITY OF BAKERSFIELD, CALIFORNIA PUBIC WORAS oFPARfHfAlT 12,5-178 A[a)E t�e»»•sF �Ap,pC" - - rVvs errauset [niE If �nppf nJ Yur. C1T'r DF 9A;,ERSF IFIL i..... ipuxtUn AVL111E t- U,P FIEL[• LSL IFOFAIIa 933— M—`M ROSION CONTROL PLAN = EC -2 RKWAV - PHASE 6C ?FIELD, CALIFORNIA KS DEPARTMEW 12.5-178 l- f 41:1 I A 0. CV I4d.E PI All', i "ENM3 It AI] oi; ,!;%'F PLAINT No. ' L U/J R.E. NAME R.E. Signature for fin approval 1.. 4Ef of pi's' Fuilt information I' I' I IL T..-nl,.,,, c L L . EROSION CONTROL. PLAN EC -3 WESTSIDEPARKWAY PHASE16C CITY OF BAKERSFIELD, CALIFORNIA PUBO C WORKS OEPARIMEN7 12.5-178 5^.1 L34� 09 ttlNI eo[ ?Ud+i�F GL L G- L It11RR FL -5 i+t Ca[ �u CITY OF OAKEFSF 1N00 MIjXIiA AVENUE E'GEPSFIELC CALIVM%IA 93 l 1.1E 'dull FL\Id5 A.KM "ENM3 It AI] oi; ,!;%'F PLAINT No. ' L U/J R.E. NAME R.E. Signature for fin approval 1.. 4Ef of pi's' Fuilt information I' I' I IL T..-nl,.,,, c L L . EROSION CONTROL. PLAN EC -3 WESTSIDEPARKWAY PHASE16C CITY OF BAKERSFIELD, CALIFORNIA PUBO C WORKS OEPARIMEN7 12.5-178 oslh ' LILI I thIL LI _ f t AHK 04u Iia 'IL EROSION CONTROL PLAN EC -4 WESTSIOE PARKWAY - PHASE CC CITY OF BAKERSFIELD, CALIFORNIA POBUC woRK5 DFP4ArmtNJ 12.5-178 26i11i1[i AS BUILT (. �[F{l FtN FPPYIt($ CONTRACT No. T 9' C.C.A. DATE —! < n r UF HAKFHsFIELM R.E. NAME . Z4'1 1-`ra � I ALtE56G1EL0 L<LIFOP.4l& 933F1 R.E. Signature or in pproval of As -Built information oslh ' LILI I thIL LI _ f t AHK 04u Iia 'IL EROSION CONTROL PLAN EC -4 WESTSIOE PARKWAY - PHASE CC CITY OF BAKERSFIELD, CALIFORNIA POBUC woRK5 DFP4ArmtNJ 12.5-178 26i11i1[i (. �[F{l FtN FPPYIt($ < n r UF HAKFHsFIELM IOOC TMTUI IVENLE I ALtE56G1EL0 L<LIFOP.4l& 933F1 AECOM oslh ' LILI I thIL LI _ f t AHK 04u Iia 'IL EROSION CONTROL PLAN EC -4 WESTSIOE PARKWAY - PHASE CC CITY OF BAKERSFIELD, CALIFORNIA POBUC woRK5 DFP4ArmtNJ 12.5-178 io xJsr Oma �. �xEffs itn r;iiL� Fr=nm;±i vic JL EC -5 12.5-178 r v lel L6111 CF 116-1:-- ---. L' ' 77 I(107 4 "CE 'TALL OWgi w i 6:! �raPa' and {al-: CITY OF SIIICRSPIELL 100 8111%T116 LVENOE .KEASFIE(.6 CALIFPIPNIC 9Y�Q1 PreD are4hl� --- - l-wFccom -- -__— f�I _ _ -- � _fir_~ -• A _Bll4LT_ R.E NAME . G. i / R. E. Signature for inn approval of AS -Built information EROSION CONTROL PLAN I"..... _ EC -6 We,316;VEPARKIVAY-PHASE6(' -- — - -- CITY OF BAKERSFIELD, CALIFORNIA P0811 lO- MS 12.5-178 THIS SIIPCI ACCIIrlAiL TR ER5SLC4 CUN'IPGL P,p tk 4 tY 1 1:J. 1 1 I'� I • 11 AS BUILT CONTRACTNo.-rgLFZ e C.C.A. GATE Z-1 -/ 3 — -Z 45_ R.E. NAME R.E. Signature for in pproval of AS -Built information SLF — PL.MiJ IHiI SHE[T -:,.'.;Jli 4SF :.,q 4ha:dr+! �01JT5Ci V,. n'< OYLY. I I 14 cl I ror�Uaroa fcr: CITY OF BdKERSFIELD 1600 TEU%IUIP .VENO[ UACE9SFIELO CALIFCAKIA 93301 Prapnre� by: A_COM 29' 11.9• �r r:a¢o-1 _ _ EROSION CONTROL PLAN I., EC -7 ITERLSIOE PANOW PHAticEl CITY OF BAKERSFIELD, CALIFORNIA 12.5-178 PUsuC WORKS 0FP4R1A!FNF AS BUIL 6 G �NTRACT No. 9 .C.A. DATE .,� .E. NAME RETENTION 6ns�N . I _ LINE _y � � PECIS LLxOm t[ a P �Pp�ov �CITY OF BAKERSFIELD �.E. Signature InQ 600 TRUXTUN AVENUE of AS Built nform4tIUn v BANERSFI O CALIFORNIA 83301 ZMFA I1 9E :,ALL PLANS —ittP.) � DI LINIL. _ G OF i I L.J-I/O --SEE ECD conn. rz L i� 1 (1 EROSION CONTROL PLAN THIS SHEET ACCURATE FOR. EROSION CONTROL WORK ONLY. SCALE: i'= 50' EC -8 —_. _... ....._ .—_.._ _. eM . _..__. SBCEOOBDwG MARK NER7E WESTSIOf PARKWAY -PHASE SC - PT. ...I I T9OP6C DICK ROL CITY OF BAKERSFIELD, CALIFORNIA aaaa cna�Naa oy: JENNIFER GLFIGllANO PUBLIC WORKS DEPARTMENT 8/28//2012 I L.J-I/O AAN FlBER PONS RWn GF Evcvwn0N 1S MINI 6 5G-yS NESRE SfliiIE PEG a YIN. 100 Y�^ u0PiA4 MAwB'N "I SEPftAilOry A^EGI$ 1 11,011— 1-1IL-1 —I..KT6d� Ha` EA- W MGRUP ONxeP. YIOCG siA%f3 reparetl -For: ttA% 4'SP}GING ��NP OE'CASL YFA�. CITY OF BAKERSFIELD S Yb� , .0 A DEEE�rt, BERL\ [GPB Ok i'IXE EC INSi41 flRER RDLL 1600 TPU%TUN AVENUE uarvc A IE'hE wxxaw. " FIBER"PCLL.4h FLAN VIEW NOTES: L "a .L THE 'CE, TCP. FACE. RIN AT GRADE 'I. CE EXP0Y0 FNE ENCNINE SLOPES TO CNCPTEN SL11 LE: P AND 9PREAO PDNDFT AS 9PEET ROI" AT TIE ENO CF < DOwNWMO RODE NMRE IT TNA"M.$ i0 A ATECAEP '0, IF..AN ONE PEER RCLL YTN'.s PLACED IN A E ROLLS 91WL0 9E OVERLAPPED, NGT <ANTTEC. EB11 W, M ROLLS ARE TWICA. I}£T IN PLACE_ 2, LOCATE ERR W TLR ON UNE. OONTP s GPA. AE FOLLOVS: ?LACE') W NA ANN Cl ITT AND ZTt. MER ROLL$ SNOUID BE -40PE INEERI CF 1, T OR FLATTER, FEET ROLLS SN XD SE PLACED AT nanx:MUM INIENVAL OF As 1 -AOPE IN'1lVATION OE 2i OR S'REbTE3. FIBER ROLLS "I3E PLACER AT A NASIMUM INTERVAL OF 10 R. I ETAKE BEER Ra Ls Inm A z TO 4 IN, DEEP TRENNN wTN A NOTN EAAL TO eIAMERit OF ME EVER A.. CI 3TAKE5 AT THE END OF EAC'P ME, Rq AND BPM 9 FT, M kwUN CN MEET USE ry 111 STAKES NIM n NWWAL {{. EAETEEATTN OR NIS 61 U.rs R, AM) d1M MJM ,NRT, OF MM /� i}y1GAL flRER ROtl WSTALLRTHW `W wq_nau a LUAU~ NGns 1. NOIR S NNCT SHALL BE PLACED A5 SHOWN ON THE AAN3 NN1 IN cONFMM4N('Y NIM THE .AL PROVISIONS 2s ROCK FON THE A. ..'ET A, OBE CIE2N. . M RCC, OB.. ROE, A A. s.IRL. }_ ROCK DIAN,ET IS 9-61Nd RIVER GARBLE, 4, ROCK WILCN VALL BE PLMEO IN CONCRETE BARN CONPACRD ACCRAOE, .., ROCK SNALL CONr0.YN M TE FOLEONMG GRANNP: $(.pfpl 92E (Rgrypj f4iROBA➢E B.I. RWn GF Evcvwn0N 1S MINI 6 5G-yS NESRE SfliiIE PEG a YIN. 100 _ J u0PiA4 MAwB'N "I SEPftAilOry A^EGI$ 1 11,011— 1-1IL-1 —I..KT6d� Ha` EA- W MGRUP ONxeP. reparetl -For: CITY OF BAKERSFIELD , .0 A DEEE�rt, BERL\ [GPB Ok i'IXE EC 1600 TPU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 MOW ok. AFruEo MLRf4P REERBET NGns 1. NOIR S NNCT SHALL BE PLACED A5 SHOWN ON THE AAN3 NN1 IN cONFMM4N('Y NIM THE .AL PROVISIONS 2s ROCK FON THE A. ..'ET A, OBE CIE2N. . M RCC, OB.. ROE, A A. s.IRL. }_ ROCK DIAN,ET IS 9-61Nd RIVER GARBLE, 4, ROCK WILCN VALL BE PLMEO IN CONCRETE BARN CONPACRD ACCRAOE, .., ROCK SNALL CONr0.YN M TE FOLEONMG GRANNP: $(.pfpl 92E (Rgrypj f4iROBA➢E B.I. 1 6 5G-yS B 100 6, A SANPIF OF T E RACK ANAL BE SUBMITTED TO TIE EBVI F➢R N'PR6ML 1,CN T9 .I Oi ME ROCK TO ME PRC.£CT CW 1. A. S91ALL BE SE.. IN PLACE N1TN CU4 II CJNLBflE ®NEAANING TP . FR... IN SECTW W. PCRMNO.1.1 COR If," CF ME sTABb RO EPE<m:ATY.BS R,E MESE $ CNL R..., CO1pVE1E ..A. ERE AN. RE In'-IE..A . ��ANKEI AS BUI CONTRACT No. Z 911V R.E. Signature for fiapproval of As -Built information EROSION CONTROL DETAILS SCALL 1'— 50' ECD -1 55cF0m.OwG raMARK FUERM WESTSIDEPARKWAY-PHASE 6C nAP16C r�E DICli ROL CITY OF BAKERSFIELD, CALIFORNIA p.M1OOkntl by: 4/28/2012 aertwF€R LUICUANo PUBLIC WORKS DEPARTMENT` 14.0-110 NOTES: 1 . FOP ACCESS AT CIT 'rvo,' sXsc?s 66 ]aa 6-zm z ma CONTOUR GRADING THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY SCALE: 1— 50' G-1 e rvame.oro.,n. S5no00, Bob Sistrunk T9WP6C Antlrew Bui WE8T6/DE PARKWAY - PHASE 6C 9W enewr: CITY OF BAKERSFIELD CALIFORNIA vote: cne«ea or: PUBLIC WORKS DEPARTMENT 9/28/2012 Terence Pao ------------------------------------ V.b-1Ld-- I 3hp002.p1g Bob Sis t,un .. Engineer— T9WG6C Antlrew Bui 9/28/2012 "Terence YPao OUR GRADING nn SCALE+ I'= 50' G -G WESTSIDE PARKWAY - PHASE BC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT _ 1G �JJ9____� '"GXo.' sxdE.s T 3aa X X<PPIbV FFSS11 I4XIL EXMGINFEP PLANS CL OEiE d far: E BAKE RSFIELD :TUN AVENUE D CALIFORNIA 93301 =d by: OUR GRADING nn SCALE+ I'= 50' G -G WESTSIDE PARKWAY - PHASE BC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT _ 1G �JJ9____� GRADING so' G-3 rvome. o.o.�. 3hoo03.plaab Sistrunk WESTB/DE PARKWAY - PHASE 6C "9, ee., C/TY OF BAKERSF/ELD CALIFORNIA T9WP6C Andrew Bui s 9/28/2012 Terence "' Pao PUBLIC WORKS DEPARTMENT ppe[s 3d9 Duel mre SFIELD 93301 N GRADING so' G-3 rvome. o.o.�. 3hoo03.plaab Sistrunk WESTB/DE PARKWAY - PHASE 6C "9, ee., C/TY OF BAKERSF/ELD CALIFORNIA T9WP6C Andrew Bui s 9/28/2012 Terence "' Pao PUBLIC WORKS DEPARTMENT NOTES: 1. FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT CITY OF BAKERSFIELD AS BUILT CONTRACT No. Z Wl!�6 C C.C.A. DATE !V L3 " 20 /-S-- R.E. SR.E. NAME Af- G . 1t ,, 1-725M = l lw R-E- Sionoture for fi al rovol CONTOUR GRADING Bevle lon: Dv.ee THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY SCALE: i"= 50' G-4 le Name: D ... - 55FIo004.p1 Bob Sistrunk WESTSIDE PARKWAY - PRASE 6C C/TY OF BAKERSFIELD, CALIFORNIA e T9WP6C Antlrew Bui Da'1 : cneoKea Or: PUBLIC WORKS DEPARTMENT FLAAMF --P—T. -S I'll o "..,,..,., ........sc e9128/2012 Terence Poo ----- J2-5-178 - 6nOET SHEETS 69 3aL 40 _*w�s 412EP1± PFGI4EPE0 PPof EE510N4 ENGINEER PLANS APPDSVAL DATE - p,',C,d Far: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared by: A ---MM CONTOUR GRADING Bevle lon: Dv.ee THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY SCALE: i"= 50' G-4 le Name: D ... - 55FIo004.p1 Bob Sistrunk WESTSIDE PARKWAY - PRASE 6C C/TY OF BAKERSFIELD, CALIFORNIA e T9WP6C Antlrew Bui Da'1 : cneoKea Or: PUBLIC WORKS DEPARTMENT FLAAMF --P—T. -S I'll o "..,,..,., ........sc e9128/2012 Terence Poo ----- J2-5-178 - NOTES: 1. FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS AT CITY OF BAKERSFIELD -------------- ,w2 v[s',oyrr`` 0948-Z e3 Is naaaav � 9ere I I ( 1 CONTOUR GRADING aeoteiom oa+e: oescn nom THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY SCALE. 1` 50' G-5 File name. wn. 55ho005.OI9 uBOD Sistrunk WESTSIOE PARKWAY - PHASE 60 gneeCITY OF BAKERSFIELD CALIFORNIA e i9WP6C pnOr ew Bui A oo*e:rveeaee Dy: vi2srrmz Terence Pao PUBLIC WORKS DEPARTMENT usE XH PME=)OSEX=C.io FILE -> d: b�oi ecic \600 P399 E_wso_IO \coda\civil \s:waY \e 6c \6E �o0G 5.ola NOTES: 1. FOR COMPLETE R/W AND ACCURATE FI'IJ/lA1l1-`1 ACCESS DATA, SEE R/WRECORD MAPS AT CITY OF BAKERSFIELD -------------------------- �m 0 O THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY Pue nameDraw: -r SHEET TO idL 1 i _ s3aas — , i c_ s / , Andrew Bui 1 Cneoxea oy: 9/28/2012 Terence Poo WE TSIDE Pkw�� 8 9 D IB01, s to zws 1 0 A i ' REGISTERED )Idf LSSI614L EXtMEEP PLANS PPPNOVgI pliE s PreporeO for: CITY OF BAKERSFIELD O 1600 TRU%TUN AVENUE N + BAKERSFIELD CALIFORNIA 933D1 _UU Pr¢pa ratl by: W aJ AEWNI HS �W rAM= w3 �m 0 O THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY Pue nameDraw: -r +/ A R/W -� 1 i _ �✓ — , i c_ s / , Andrew Bui Ua+e: Cneoxea oy: 9/28/2012 Terence Poo WE TSIDE Pkw�� 8 9 D IB01, 1 0 A i ' R/W X111, s �m 0 O THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY AS BUILT eZ C CONTRACT No.%L�/ � `T C.C.A. DATE 2D/.S R.E. NAME iYf6�tFF P. E. Signature for finalroval of AS -Built information CONTOUR GRADING SCALE: 1"- 50' G-6 WETS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT --------------------------------- -------- T2s -vim-- I Pue nameDraw: 55i 006."1 Bob Sistrunk oe EO Rlneer. T9WP6C Andrew Bui Ua+e: Cneoxea oy: 9/28/2012 Terence Poo AS BUILT eZ C CONTRACT No.%L�/ � `T C.C.A. DATE 2D/.S R.E. NAME iYf6�tFF P. E. Signature for finalroval of AS -Built information CONTOUR GRADING SCALE: 1"- 50' G-6 WETS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT --------------------------------- -------- T2s -vim-- I AS BUILT ` CONTRACT No. C.C.A. DATE R.E. NAME R. E. Signature for fin approval of As -Built information o.� I us[Rx<mP =�iu 09-28-2012 RE41SffA SSIOxLL F.6 NiIR PLANS APPROVAL DATE Prepar¢tl 'For: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 /1EMM TRC 123 TECHNOLOGY DRIVE onvm nm.ay.�n nm ........... IRVINE. CA 92.16 NOTE: 1. SEE UTILITY AND UTILITY DETAIL SHEETS FOR CONSTRUCTION OF BASIN. CONTOUR GRADING SCALE: 1" 50' G-7 RACING WORK ONLY. V� rvCmC.. DrC.C. t6Cno00 7. 1 Cotnerine Lam Dn WESTS/DE PARKWAY - PRASE eC 91Aee., T9WP6C Jason Yaw A CITY OF BAKERSFIELD CALIFORNIA � PUBLIC WORKS DEPARTMENT )928/12 Annie Yang L T9WP6C H BOX CULVERT LANSI NO T EEk zs�0,� i3 5344_ _ 4o4JLAtll LE ^ CT)923 e�P 12/]1/12 9 6' . CIY IL 09-28-2012 R GJSMRED PBR ))IMAL CRIMEP PL 4R APPPJVAL DATE Prepared Tor: CITY OF BAKERSFIELD 1600 TFU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 /��� PreparedA---MM —bey : /'�� TRC 123 TECHNOLOGY DRIVE xmemrzuavmrm� �....e�.m. MINE, CA 92610 NOTE: 1. SEE UTILITY AND UTILITY DETAIL SHEETS FOR CONSTRUCTION OF BASIN. CONTOUR GRADING SCALE: 1— 50' G-8 WORK ONLY. D.o. &.ptg catnerine Lampon WESTS/DE PARKWAY - PHASE 6C F CITY OF BAKERSFIELD, CALIFORNIA Jason Yaw tl 6y 2 Annie Yang PUBLIC WORKS DEPARTMENT - 12.5-11$-- - I NOTE: 1. FOR COMPLETE R/W AND ACCURATE ACCESS DATA, SEE R/W RECORD MAPS CITY OF BAKERSFIELD. N A BUILT CONTRACT No. W �6 G6 '� C.C.A. DATE. — 2-0� S R.E. NAMEI Zjg 76 Gi_ R.t. Signature fo fi al pproval of As -Built information 2 1 0 L l I 09-28-2012 FZN si[Nzo VPD ss laxnL 1.1-1 PLMS .PPx VAL DATE P re pa r'etl for: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 TRC 123 TECXNOLOGY DFUVE IRVINE, CA 92618 3 56Cha009.pz Catherine Lampon WESTS/DE PARKWAY - PHASE 6C ob No.: 9lnee., C/TY OF BAKERSFIELD, CALIFORNIA T9NP6C Jason Yow Da'10: l7c ileo by: 09/28/12 Annie Yana PUBLIC WORKS DEPARTMENT A BUILT CONTRACT No. W �6 G6 '� C.C.A. DATE. — 2-0� S R.E. NAMEI Zjg 76 Gi_ R.t. Signature fo fi al pproval of As -Built information TRC 123 TECXNOLOGY DFUVE IRVINE, CA 92618 3 56Cha009.pz Catherine Lampon WESTS/DE PARKWAY - PHASE 6C ob No.: 9lnee., C/TY OF BAKERSFIELD, CALIFORNIA T9NP6C Jason Yow Da'10: l7c ileo by: 09/28/12 Annie Yana PUBLIC WORKS DEPARTMENT �P------------- 50 I AS BUILT CONTRACT No.7 ':� WPZ G C.C.A. DATE R.E. NAME i 6� R.E. Signature forlfinapproval of As -Built information CONTOUR GRADI1IG SCALE: I"= 50' G-10 Name: IT—: S5ha01 o. l Bob WESTS/DE PARKWAY - PHASE 6C Na.: Eng inee�: T9WP6C Andrew B6; CITY OF BAKERSF/EL D, CALIFORNIA cNe=Nea cr: PUBLIC WORKS DEPARTMENT 9/28/2012 Terence Pao I 12.5-178 EEi T 40 ]99S ♦' �fic MCISiFR4 FA(iESSICNPL FM1LIREA pLPHE PPFAOVPL DAY Preparetl CITY OF BAKERSFIELD 1600 TRU TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P .eppretl by: A� �P------------- 50 I AS BUILT CONTRACT No.7 ':� WPZ G C.C.A. DATE R.E. NAME i 6� R.E. Signature forlfinapproval of As -Built information CONTOUR GRADI1IG SCALE: I"= 50' G-10 Name: IT—: S5ha01 o. l Bob WESTS/DE PARKWAY - PHASE 6C Na.: Eng inee�: T9WP6C Andrew B6; CITY OF BAKERSF/EL D, CALIFORNIA cNe=Nea cr: PUBLIC WORKS DEPARTMENT 9/28/2012 Terence Pao I 12.5-178 AS BUILT CONTRACT No. 229 Lt B6 e-- C.C.A. DATE ZI—/ 3 -2015 R.E. NAME _0W, c5;. �v R.15. Signature for final approval of As -Built information CONTOUR GRADING SCALE: 1"-50' G-11 5ha011.o1g uBob sistrunk WESTS/DE PARKWAY - PHASE SC X T9WP6C Bui CITY OF BAKERSFIELD� CALIFORNIA Andrew d �v' PUBLIC WORKS DEPARTMENT 9/28/2012 Terenee Pao - __- 12.o-1 16 I S S i6 349 o�� 9�CiWf PELIFEPF➢ PROFESSIONAL EXGpEEP PLANS APPI10V4 UfR N& P repored for: CITY OF 64KERSF IE L0 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 F,,,,edww bb,: A-�T. AS BUILT CONTRACT No. 229 Lt B6 e-- C.C.A. DATE ZI—/ 3 -2015 R.E. NAME _0W, c5;. �v R.15. Signature for final approval of As -Built information CONTOUR GRADING SCALE: 1"-50' G-11 5ha011.o1g uBob sistrunk WESTS/DE PARKWAY - PHASE SC X T9WP6C Bui CITY OF BAKERSFIELD� CALIFORNIA Andrew d �v' PUBLIC WORKS DEPARTMENT 9/28/2012 Terenee Pao - __- 12.o-1 16 I NOTE: FOR COMPLETE R/W DATA, SEE R/W RECORD MAPS AT CITY OFFICE. GEND ODRAINAGE SYSTEM NUMBER ODRAINAGE UNIT NUMBER ® no CALTRANS GRATE INLETS ' o• MANHOLE STRUCTURE F- 66,, PIPE CULVERT Q D CH (SHOWN IN DIRECTION OF FLOW) AS BUILT CONTRACT No. T9jq//_e�_ k' C.C.A. DATE 3 —2.0/55 j R.E. NAME fil - G. ,?t/i -f�i2r¢F� DES 0 i? H, �i R. E. Signature for Aadl approval of As -Built informar on 4�! TYPE 21 i TYPE cz DIS RCP IS - � —�- (Std PLAN D870) m 9� i N. SPEEDS n naA e4evAN1 Lp5`V� –� 130TT, pt 2Ai /1 � PEGISIFAEO PPp'ESSI EX6IXEE1 PLANS APPROVAL DATE pSPv PrePO retl {Or: T Z� CITY OF BAKERSFIELD „s}V 1600 TRV%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P—Pdby: 0` __P'_ lEMM (Std PLAN D870) m 9� i �� 62 DRAINAGE PLAN THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. SCALE: 1"= 50' D-1 Pile Name: 56CADOO1,1 D. GHILARDUCCI WESTSIDE PARKWAY - PHASE SC 6C Engi nfle r: ae T9WP6C D. CRUNOWST C/TY OF BAKERSFIELD, CALIFORNIA �eot00912e12012 ISM �aoeEers PUBLIC WORKS DEPARTMENT 12.5-178 NOTE: FOR COMPLETE R/W DATA, SEE R/W RECORD MAPS AT CITY OFFICE. J� Jt f PCP B TYP 2 - 9 RGP p grade break of pipe. See _ U profile sheets for details. - u� ti N Q O Drain: S6Cia002. I 0. GHILARDUCCI 3 Jae Nod r9BP6C Engl neer: D. CRONOUIST 9 (Sid PLAN DBTD) - 1 TYPE -G2 D! 4 - 6 F6 l "AT" LINE B TYPE GTI DI ---- T. "A2 Censt�oncrete collar at - 9 RGP p grade break of pipe. See _ on profile sheets for details. - u� N } O T rdSL. D..wc� Tr 4SE� �C� cio a TYPE -G2 Di � -_. E P4' CSO wi Tr.tit� THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. Fae NOM11 Drain: S6Cia002. I 0. GHILARDUCCI Jae Nod r9BP6C Engl neer: D. CRONOUIST ga1e1 cn. ROB R 09/26/2012 M. ROBERTT S 0 1 'ANIELfaS. er'T�A 72/31/1 crva m-BB-Bm0 BEAR. na[ssiw wasFx ruxs AwxovaL ouE P repored Far: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 9]]01 Preparedw by: AS BUILT CONTRACT No.? 9 Wl:"6 C . C.0:A.DATE moi- R.E. NAME/*. ". LtRignature fo finopprovaluilt information 601 09 04 80 808 BD 826 DRAINAGE PLAN SCALE: ["= 50' D-2 WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 12.5-1 NOTE: FOR COMPLETE R/W DATA, SEE R/W RECORD MAPS AT CITY OFFICE. IT/ ..i irK. Ts au � 4�pANIEL PS'P T30T1 .P2gt/t ns PLD PELISIFAF➢ PPWESSIO EN6INEEP IXE 4PPPJVIL 47E Prepared far: CITY OF BAKERSFIELD 16DO TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pr¢paretl by: a� TYPE O C1 DI RCP O c 4 TYPE GOP DI N ym j 42.. w RCP ° 871 ROAD OC PUMP PLANT 50C 0352W AS qBUILT / CONTRACT No. / ,W PI G C.C.A. DATE - I3 - Zd /S R.E. NAME ryC. 1411��C4ey R.E. Signature for fi I approval 60 808 809 870 877 fio of As -Built information R AIN A G E PLAN THIS PLAN ACCURATE FOR DRAINAGE woRN ONLY. SCALE: 1 50' D-3 le Name: Drcnn: s6C1000S.p1 D. GHILARDUCCI WESTS/DE PARKWAY - PHASE 6C gin er: as T9WP6C o. ceoaomsT C/TY OF BAKERSFIELD, CALIFORNIA Datel C�e�.ea oy: 09/28/2012 M. RGBE RTS PUBLIC WORKS DEPARTMENT B -- tj IhRETENTION BASIN lily, SEE SHEET DD -B T; IT/ ..i irK. Ts au � 4�pANIEL PS'P T30T1 .P2gt/t ns PLD PELISIFAF➢ PPWESSIO EN6INEEP IXE 4PPPJVIL 47E Prepared far: CITY OF BAKERSFIELD 16DO TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pr¢paretl by: a� TYPE O C1 DI RCP O c 4 TYPE GOP DI N ym j 42.. w RCP ° 871 ROAD OC PUMP PLANT 50C 0352W AS qBUILT / CONTRACT No. / ,W PI G C.C.A. DATE - I3 - Zd /S R.E. NAME ryC. 1411��C4ey R.E. Signature for fi I approval 60 808 809 870 877 fio of As -Built information R AIN A G E PLAN THIS PLAN ACCURATE FOR DRAINAGE woRN ONLY. SCALE: 1 50' D-3 le Name: Drcnn: s6C1000S.p1 D. GHILARDUCCI WESTS/DE PARKWAY - PHASE 6C gin er: as T9WP6C o. ceoaomsT C/TY OF BAKERSFIELD, CALIFORNIA Datel C�e�.ea oy: 09/28/2012 M. RGBE RTS PUBLIC WORKS DEPARTMENT NOTE: FOR COMPLETE R/W DATA, SEE R/W RECORD MAPS AT CITY OFFICE. A, AS Buns C CONTRACT No. C.C.A. DATE — 3 -26 LS R.E. NAME 9I.C. R.E. Signature for fi al dWroval of As -Built information SXEEi i B9 S 9a< S p�u •ANIEL S., e>, T o ]30TT WR/31 /1 V a [NIL nccisrcxco rroressian xgwELBPLANS aPaaovni m1E p...... Fi for: CITY OF BAKERSFIELD 1600 TRV%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P ...... d by: A=COM I 877 87 87 874 THIS PLAN AccuaaTE FOR DRAINAGE woaK ONLY. DRAINAGE PLA N SCALE: I"= 50' D-4 ie Name. Dr -2 S"foO04.01 D. GHILARDUCCI WESTSIDE PARKWAY - PHASE BC Jab No.: Engineer: Tewvcc D. caoNomsT C/TY OF BAKERSF/EL D, CALIFORNIA �Na. pg�pE,20 p M. �ROBERTS PUBLIC WORKS DEPARTMENT -- ----------------------- 12.5=178-! YOTIL SwNT 5 EETs oppoisistoxxi 81 3<i NOTE: FOR COMPLETE P/W DATA, SEE z P/W RECORD MAPS AT CITY OFFICE. w G - AS BUILT D]] p f ml2/3t /12 CONTRACT No. 19 GU P'6 G C.C.A. DATE R.E. NAME zx b ----- • U .01.1x11 4x0i[ss161 Ix[[x Puxs a PWWAL NAIS P......tl fob: CITY OF BAKERSFIELD . I 1600 TFV%TUN AVENUE BAKE BANERSF IELO CALIFORNIA 9]}01 P.E. Signature for inal pproval F ...... d by: of As -Built information A—E—COM :G2D[ (I'1 I TYPE Cd 01 3� ° W/TRASH RATYPE G1 DIb RCP 2RCP G2 DI TYPE C2 DI b RCPTYPE CH DITYPE GI DIRDPP 29 24 TYPE GDI DI T1PE+` GL CP tl617 'T TYPE _ w ra E Ekw.. �_.. _ � F-6 G2 DI '- i — K FEE _ s f LINE t B75 �. _ ✓:m R G2PDI G� PDI R p RCP 3 4 165 U1r '.� wY >_J. 3 5< 4 c tl TYPE OCP DI .:.'.f._._ v 11 676 I..__. TYPE OCP DI ° A W A� _ _— _ 24 J� 24 ZW � � RCP � ' G2 DI N RCP PCP P Dill RCP Q� iTPE m � i = iYPE b 36 aTYPE G2 D4-' p2 877 GDI DI f I ( �� �i Yn RCP RCP 4 RCP s 16 t • C2 I IrI r --___ b2DI =----..-�-.-= L URI r� 'sr RETENTION BASIN y f SEE SHEET D-9 5 SEE SHEET D-9 �� Tj�i 11i#. ��� TYPE GDO DI Exist DRAINAGE SYSTEM W/TRASH RACK SEE SHEET D-9 1 O¢ I � ��I wAi ��— 677 615 818 877 878 62 THIS PLAN ACCURATE FOR DRAINACE WORK ONLY. DRAINAGE PLA N on+e: SCALE: 1"- 50' D-5 rue name: o.oe`: 16110005.'1 D. GHILARDUCCI WESTS/DE PARKWAY -PHASE BC Jab Na.: Engineer: rswa6c D.caoNowsr CITY OF BAKERSF/EL DA CALIFORNIA Dere:_M a : - o9izaizo l2 cM �aoaERTRis PUBLIC WORKS DEPARTMENT us¢xwwE =msex=xN,io.a�==�a ocn rac => s: ruuu wa.��:a sxn.00,z�sws ea�zsawzzrxcnxxsrVlnsn�r�ssnawsDia ------------------------------------------ -------------------------------------12.5-178---- SH LI 8 NOTE: nam."] FOR COMPLETE R/W DATA, SEER/W RECORD MAPS AT CITY OFFICE. 501 4li4io� DRAINAGE PLAN THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. SCALE: 1"- 50' D—f Glie Name.ryrn. 56ci0006.plg D. GHILAROUCCI WESTS/DE PARKWAY - PRASE BC roe No.: E�gEeeer: Tswacc D.caorvomsT C/TY OF BAKERSF/EL D, CALIFORNIA �NOie0912812012 `M.`ROB EBIG PUBLIC WORKS DEPARTMENT ivA.5 �Ui IE NOTE: FOR COMPLETE R/W DATA, SEE A/W RECORD MAPS AT CITY OFFICE. CONDUCT FIELD LEAKAGE TEST FOR EXFILTRATION PER SPECIFICATIONS. RCP * TYPE G2 pl 9 AS BUILT CONTRACT No. W C.C.A. DATE — 3 R.E. NAME lxT R.E. Signature for final wroval lof As -Built information GOOSE LAKE SLOUGH BOX U (SEE STRUCTURAL PLANS) —//`� 99d� IYl�if TY�3F r -------------------------- F" i s 9aais SPAN IELoS rte: QJ,3l30PT• ' X12/31 /1 c1�B�» » ��--Arz xscisTexeo vxrcFssa exsmcsx vuxs nvrwveL oeic Prepored for: CITY OF BnKERSFIELO 1600 TPU%TUN AVENUE BAKEP9FIEL. <ALIFCPNIA 93301 Pr¢po7 by: A_COM + Z5 d RC + OW a r —. _ _.. __. ... anw ...... _ ___=WE4RIDE...Pkwy _ _._ ie LINE-- 0 INE- Zvxi S 195 B _____ T S 9 200 1 2 '- 3 4 .- - _ . 1 205 6 -- T .. PW xd TYPE —__ P -_-- wx GDI DI y RCP . r c TYPE GDI DI- U� F — IF_ __ - e TYPE G2 DI U RCP eRIP b OY t.. 2 X04' LINE f: _ ---=--r a 07 b 2P' d TYPE G2 DI { 24 dGTIPE1 RCP d GOTD111 2 RCP b TYPE C2 DI O-. PLP -i..a 9,....a1� 6 RCP24 - -'^ -- c TYPE GDI DI j t ,Y YO PCP b f PCP 4_~ " TYPE GI pl ! / d TYPE G2 DI r 601 OB 10 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. DRAINAGE PLA N xe slen: SCALE: r= so D-7 o Noma: o..G -"- - � s6cio00 zvl D. cutLARDucci WE8T8/OE PARKWAY -PHASE 6C oe T9W D. RONI CITY OF BAKERSFIELD CALIFORNIA T9WP6C ❑. CRONOUIST f Dote: n� rcea o 09/28/2012 cM cROBERTS PUBLIC WORKS DEPARTMENT ---------------------------------------------------------------------------- NOTE: FOR COMPLETE R/W DATA, SEE R/W RECORD MAPS AT CITY OFFICE. `dP ANIEL 5. Ai m12/3t n A5 BU 2 CONTRACT No. _9�_ 4.�I.U. .11U�. NIUD�IIPOIAL.IIF C.C.A. DATE PI-epc,ed fcI� R.E. NAME e�; Al, ft(2ZA-el 'k CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE AKERSPIELD CALIFORNIA 9330 _777 J Skk ASEEMNI G' R ---- -- approval- Z'��f R. E. Signature for t, A o of f As -Built information ��ADJIUST' PHAADE 501 08 5i1 0 PCP REMOVE PLUG TYPE G1 III TYPE .1 511 ���/ T DRAINAGE PLAN R11TSi1n; Date: J- THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. SCALE: 1— 50' D-8 File Name. wn. S5Ci0008.p19 D. GHILARDUCCI WESTSIDE PARKWAY - PHASE 6C eXgmee oe T9wp6C D. CRON:01JIST CITY OF BAKERSFIELD, CALIFORNIA Date: UIDERNAME -)UIIER-Qhf1, I ra .... a — I ILI -1 0912812072 M. ROBERTS PUBLIC WORKS DEPARTMENT `dP ANIEL 5. Ai m12/3t n A5 BU 2 CONTRACT No. _9�_ 4.�I.U. .11U�. NIUD�IIPOIAL.IIF C.C.A. DATE PI-epc,ed fcI� R.E. NAME e�; Al, ft(2ZA-el 'k CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE AKERSPIELD CALIFORNIA 9330 _777 J Skk ASEEMNI G' R ---- -- approval- Z'��f R. E. Signature for t, A o of f As -Built information ��ADJIUST' PHAADE 501 08 5i1 0 PCP REMOVE PLUG TYPE G1 III TYPE .1 511 ���/ T DRAINAGE PLAN R11TSi1n; Date: J- THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. SCALE: 1— 50' D-8 File Name. wn. S5Ci0008.p19 D. GHILARDUCCI WESTSIDE PARKWAY - PHASE 6C eXgmee oe T9wp6C D. CRON:01JIST CITY OF BAKERSFIELD, CALIFORNIA Date: UIDERNAME -)UIIER-Qhf1, I ra .... a — I ILI -1 0912812072 M. ROBERTS PUBLIC WORKS DEPARTMENT .,, AvENUE Ex st OUTLET STRUCTURE W (TO REMAIN) Ia �N� Exist STORM DRAIN (TO REMAIN) U rii Qi NOTE: FOR COMPLETE R/W DATA, SEE R/W RECORD MAPS AT CITY OFFICE. II SEE SHEETS D- 4 & D 5 [ FOR STORM DRAIN / -_-- Exist RETENTION TO BE REMOVED G 24" RCP x 7` —77 MANHOLE .._ SHEET sTOT>L —= es nag i PNIEL 6.r 1f CRDNpp IST - T30TT 1 CIVIL 1. Adv wtl�� 09 -1B -20t2 _ 1_ RGKDV' PflVf59M s'.s PLANS LPPgW4 Oe TE 1 CIT 1 Pr¢po reC for: 1 1600 OF BVENUE IELD 16KE TRELTVN AVENUE ti BPttEflSF IELD CALIFORNIA 433p1 t l,_ Pre PP re dww b --y: T,. /�1- �xweTu Exist 18" RCP x 75LF STORM DRAIN AND OUTLET R W B U 24"RCP *• MANHOLE g I i'� STRUCTURE TO BE REMOVED 2 M O CLEAR FROM FACE 44 OF SOUND WALL TyR DRAINAGE PLAN THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. 4 Exist STORM DRAIN scALE: r"= so' D-9 ¢ MANHOLE TO BE REMOVED Exist STORM DRAIN .O WESTB/OE PARKWAY - PHASE BC (TO REMAIN) 9mee D. ceorvauaT I 4• — �\ LL W OF f HARBOR ISLE WAY PUBLIC WORKS DEPARTMENT ll I 1 _ I Exist TYPE CATCH BASIN (TO REMAIN) RF W F��Iv S BUILT [R.O I�Wp o II o (' 1-13--2oil, U, NAME In CC W x CONDUCT FIELD LEAKAGE TEST FOR INFILTRATIONPER SPECIFICATIONS. -.----------- 12.b-1 16 g ure for f al proval of As -Built information 44 DRAINAGE PLAN THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. scALE: r"= so' D-9 ame. fl0. 566(o009.pIg cNILARDUCCI WESTB/OE PARKWAY - PHASE BC � 9mee D. ceorvauaT CITY OF BAKERSF/EL D, CALIFORNIA — r9wP6c p�110912812012 M "ROBERTS PUBLIC WORKS DEPARTMENT -.----------- 12.b-1 16 i sxE- s EETS es 3aa "dip ANIEL oS (e FN T T3DT �y12/31 /1 r r3 rcleu6�, r PE6151EPED MFBSIO>W ENGINEER PLANS dPPIMV<L OdiE P ...orad far. CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P �Epp�Ed by: AECOM AS BUILT CONTRACT No. 1 'fVWim L— C.C.A. DATE 11 R.E. NAME 6. Gf/. l�KAG R.E. Signature for fir(al 60roval of As -Built information OFFSITE DRAINAGE IMPROVEMENTS NO SCALE D-10 WESTSIDE PARKWAY — PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 19 S-17R I 360 350 340 330 360 � 350 340 330 MANHOLE, H-6.4' 0-z 24" x 73.3 LF RCP 30')of DRAINAGE SYSTEM No. OS a SYSTEM No. 603 360 Oo 24" x 75.6 LF RCP 350 Ob GCP INLET W/36R GRATE, H=6.3' 340 O CONCRETE APRONU-7 330 a RCE,X 350 O CONCRETE APRON %2\ OD -7 A Oe 6C2DINLET `W2M;T CRAT'E`H'6.6'_ IT rdi�. P.q�`2 360 350 340 330 360 � 350 340 330 MANHOLE, H-6.4' 0-z 24" x 73.3 LF RCP 30')of DRAINAGE SYSTEM No. OS a No. 602 GCP INLET W/36R GRATE, H=5.5' 360 c 0 b F FG POINT c 6 360 x waFSaffPiz��; 24" z 43.50 LF RLP a — 350 O CONCRETE APRON %2\ OD -7 9 �. 90°_ 340 m 34.00' Lt STA "Al" 206+00.00 FL 348.41 4RAINAGL SYSTEM No. p® �OG rFG z GRATE 352.75 ze° o° NT A 5 SH -6 J F f FL 345.88 FL 345.4 DRAINAGE SYSTEM No. 801 SYSTEM OM No. 602 GCP INLET W/36R GRATE, H=5.5' 360 c 0 b F FG POINT c 6 360 x waFSaffPiz��; 24" z 43.50 LF RLP 350 — — 350 O CONCRETE APRON %2\ OD -7 340 3y1% 90°_ 340 34.00' Lt STA "Al" 206+00.00 FL 348.41 4RAINAGL SYSTEM No. p® 134.00' Lt STA "Al" 207£85.00 GRATE 352.75 GRATE 353.00 SYSTEM No. 601 Oa G2 INLET WIN 2 GRATE, H=5.5' 24X-12 bO 24" x 182.4 LF RLP (DG2 INLET W/24 -i2 GRATE, H=6.2' 24X-12 dO 24" x 280.0 LF RLP eO 02 INLET W/44- GRATE, H=7.7' 24X-12 �OG rFG 6.84 0.17Y. DRAINAGE SYSTEM No. 801 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. 360 350 340os-xe- PELISIFAFD PPCEF551 WdFEP PLANS ePPxOVAL eL DATE 330 Prcpa red for: CITY OF BAKERSFIELD 1600 TRU MN AVENUE BAAERSFIELD CALIFORNIA 93301 Prepared by: /�� Of 24" x 281.0 LF RLP Og G2 INLET W/21 12 RATE, H=8.9' 24X-12 Oh 24" x 266.0 LF RLP OG2 INLET W/1YL2. GRATE, H=6.6' 24X-12 360 350 340 330 R a 360 W ? 350 J 017% 340 330 601 0�®0 DRAINAGE PROFILES Hpriz-1"=20DP-1 SCALE: Vert - 1" = 20' WEST51DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ILA - I /0 AS -1 x waFSaffPiz��; SignatureLYap . . of As -Built I SYSTEM No. 601 Oa G2 INLET WIN 2 GRATE, H=5.5' 24X-12 bO 24" x 182.4 LF RLP (DG2 INLET W/24 -i2 GRATE, H=6.2' 24X-12 dO 24" x 280.0 LF RLP eO 02 INLET W/44- GRATE, H=7.7' 24X-12 �OG rFG 6.84 0.17Y. DRAINAGE SYSTEM No. 801 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. 360 350 340os-xe- PELISIFAFD PPCEF551 WdFEP PLANS ePPxOVAL eL DATE 330 Prcpa red for: CITY OF BAKERSFIELD 1600 TRU MN AVENUE BAAERSFIELD CALIFORNIA 93301 Prepared by: /�� Of 24" x 281.0 LF RLP Og G2 INLET W/21 12 RATE, H=8.9' 24X-12 Oh 24" x 266.0 LF RLP OG2 INLET W/1YL2. GRATE, H=6.6' 24X-12 360 350 340 330 R a 360 W ? 350 J 017% 340 330 601 0�®0 DRAINAGE PROFILES Hpriz-1"=20DP-1 SCALE: Vert - 1" = 20' WEST51DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ILA - I /0 360 350 340 330 360 350 340 330 ,m1 360 el 350 ■writ, 330 67m THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. D.CRONOUIST Horiz - 1" = 20' DP -1 SCALE: Vert - 1" = 20' WESTS/DE PARKWAY - PRASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 360 350 340 330 360 350 340 330 12.5-178 I CGO Na. GO SYSTEM °I.,o nl vn w iel=,ro.m I-. nl ... A lc°Tl°.eo ,*.Oa NT SIN Im*o l.v la.ly 'T pIA A IJI-DV.\ O G2 INLET W/24-12 GRATE, H=5.3' -GR-ATE 333.94 __ . GRATE 333.]9 GRATE 334.04 GRATE 336.04 360 Eo 360 n Ok GOO INLET W/TRASH RACK & 2x24-12. GRATES, H=6.3' ,P1,z/3�nz w OI 36" x ]].5 LF RCP rFG ux 340'4m ` .11 350 z - ----------- ---------- 330 ----------------------------- 340 J D a 1 a 80S p k 320 m 80S e 350 x --- --_---- -GRATE -- -- Prepared for: u FG 340 J 330 330 x a a f 320 1y6 Y. 0.22.. W1 0.102 r TaA uo _.j CGO Na. 011 SYSTEM No. 605 5 1. 00 . ° D.cRONOUIST INLET W/24 12 GRATE, H-fi.B' O CZ' 1 - / 1 INLET W/(2)24-12 GRATE, H=5.5'- O G2 INLET W/24-12 GRATE, H=5.3' DR.AINAOE '. __ . Oj 24" x 77.5 LF RCP -OG_0 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. _. _., -. Horiz - l" = 20'- - ----- 360 n Ok GOO INLET W/TRASH RACK & 2x24-12. GRATES, H=6.3' ,P1,z/3�nz x w OI 36" x ]].5 LF RCP rFG ux 340'4m ` .11 r� 88.31of STA A" 123+]1.\( a Ew 330 - 338.78 I^ 360 a 1 a 0.08% 320 �0c 350 --- --_---- -GRATE -- -- Prepared for: FG 340 J 330 x a f FL 332.88 CGO Na. 011 - Sh et 5 of 11 5 1. 00 . ° D.cRONOUIST INLET W/24 12 GRATE, H-fi.B' O CZ' 1 - / 1 INLET W/(2)24-12 GRATE, H=5.5'- REVISED PER RFI .29 D...0912BI2012 ..'ROBEFITS S Z5 O "x 46.0 LF RIP DR.AINAOE '. __ . _ .PROFILES � -OG_0 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. _. _., -. Horiz - l" = 20'- - ----- 360 n - --- JW 350 ,P1,z/3�nz x w nva rFG ux 340'4m ` .11 r� a Ew 330 I^ 0.08% 320 az ze zore gEL1FEPE4 PWf[SSIOX XLIXEEq PLPNS APPPOVLL LLIE 326_68 p Prepared for: CITY OF BAKERSFIELD IDENTICAL POINT 1600 TRUxTUN AVENUE DRAINAGE SYSTEM No. SEE SHEET DP-] BAKERSFIELD CALIFORNIA 93301 ' ' Pre Pdred by: SYSTEM' No. 605 - O G2 INLET W/24-12 GRATE, H=6.71 - IDENTICAL SEE SHEET DP -6 O 36 . x 199.0 LF RCP ��--r- 90` Od GOT INLET W/2x29 12 GRATE, H 9.4 IAS 13UI O 42' k 41e.0 LE RCP' D ] CONTRACT No, 1 C.C.A. DATE L 9 --------- R.E. NAME!,,_ E'' DRAINAGE SYSTEM No. -B- A -- -i - I -- 181.39'LtSA 20+52.74 J1 /� IDENTICAL 360 - - __- G I 4 -VP/ POINT -_- .._I.-`--`__�- 350 4.32% 340 IDENTICAL POINT 130° - -- --- _ - SEE SHEET D-6 FL 343.66 r _ 330 FL 392.29 1201.80 Lt STA 20+75.18 •J1 '° 91.66 '.Rt STA A 120+00.00 RIM 348.38 GRATE 346.30 _ 137;17' L. STA 21+33.95 "JI / 360 - 04.J. 350 GRATE -TE 348.70...---32°, c rOG 808 e e ---UCI - ----- - -- --- ----- - -- -� COOStr,-- 340 SYSTEM N0 6os RTraSh Rack N /&6R GO IGRAT,yv/� O �Q o Tr - .n% 0.1Tz.. �330 aafrrINLET W/24 t2 GRATE 8.9' O24 x 325.0 F RCP Q1 -e FL 339.52 _ g FL 339.81 b FL 339.68 tl FL 339.41 D 24" x 78.9 LF RCP g G2 INLET W/24-12 GRATE, H=5.9' 90° O MANHOLE H=B. ]' 1D 2 �O 24" x 367.1 LF RCP DRAINAGE SYSTEM No. 05 IDENTICAL POINT x 95.8 LF RCP O O24 x 31.7 LF RCP. SEE SHEET DP -6 IV Q/`'�\ 5 1. 00 . ° D.cRONOUIST INLET W/24 12 GRATE, H-fi.B' O CZ' 1 - / 1 INLET W/(2)24-12 GRATE, H=5.5'- REVISED PER RFI .29 D...0912BI2012 ..'ROBEFITS S Z5 O "x 46.0 LF RIP DR.AINAOE '. __ . _ .PROFILES � THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. _. _., -. Horiz - l" = 20'- - ----- Descr'non- SCALE.. Vert - I = 20 File N"...... 0. GH LA DU CI WESTSIDE PARKWAY - PHASE SC 5 1. 00 . ° D.cRONOUIST CITY OF BAKERSFIELD, CALIFORNIA T9WP6C REVISED PER RFI .29 D...0912BI2012 ..'ROBEFITS PUBLIC WORKS DEPARTMENT Doan° DON HLE -p S.WNJM X°tris\16811.DOT 2\5"°¢_CD\29B66ZZT\CARD\Civil\Sheet\S6Cib002.olQ .E. Signature for fin,afjap> va :As -Buift -ln-fo r-m-atio h r 330 Q 350 z 340 330 2 .w 320 F _ _ FL 326.33 _ - --- 0OB% Q 310 900 FL 3z1ze a m 310 0.42" x 928.0 LF RCP' DRAINAGE SYSTEM No. 05 _ RENFROI ROAD OC PUMP PLANT DENT CAL ' i 611 SYS42" 9R. NO. 5OC-0352W SES,. SHEET DP G-- ... Oa 42" x 453.5 N LF ICP � DRAINAGE SYSTEM No. 877 _ ----' - 0 GOt INLET W/2x24 12 _ -- GRATE',R-26.8', PER -- -- - �... _._. •.__ >_ __ __._ THI5 PLAN ACCURATE .FOR DRAINAGE WORK ONLY. -- -- ___ Horiz - SCALE: ✓Ef1 -.1" c 20" 0 42" x 591.5 LF RCP -- -.-- 0 GD1 INLET W/2.24-12 GRATE, H=25.4, PER - __ DD i ___ D. GH ILARDUCCI 10NT CA WESTS/DE PARKWAY -PHASE BC --- - SEE SHEEFDI-8 E,Rheer, 0.42" x 993.0 LF ..RCP T9NP6C D. CRONOUIST pots: 09/28/2012 pnMeoxea oy: . R06FRT5 -- _ ___ OG e filo wa 350 z_B. _ _ -- — — __� — _ --— _ _ —_ _ -- _ •_ _•__`_-, - ,_-_,_ - ___'_FG 340 w .E. Signature for fin,afjap> va :As -Buift -ln-fo r-m-atio h r 330 Q 350 z 340 330 2 .w 320 F _ FL 326.33 _ - --- 0OB% Q 310 N -60 SYSTEM FL 3z1ze a m 310 0.42" x 928.0 LF RCP' DRAINAGE SYSTEM No. 05 _ RENFROI ROAD OC PUMP PLANT DNAINAGE SYSTEM No.. 671 -. ------ _-.- 9R. NO. 5OC-0352W INLET CHANNEL ----' — — ----- DRAINAGEPROFILF—S' _ --. - �... _._. •.__ >_ __ __._ THI5 PLAN ACCURATE .FOR DRAINAGE WORK ONLY. -- -- ___ Horiz - SCALE: ✓Ef1 -.1" c 20" File ama. Drown: 56[16003.01 D. GH ILARDUCCI WESTS/DE PARKWAY -PHASE BC oe E,Rheer, CITY OF BAKERSF/EL D, CALIFORNIA T9NP6C D. CRONOUIST pots: 09/28/2012 pnMeoxea oy: . R06FRT5 PUBLIC WORKS DEPARTMENT (_90 90 399 + pAN1EL 5, c` c =�— vol 1 1 � � CIVIL ru64AN� �� O9 -2B-2012 FFLISRPlD PPC6E3SIpX FXLINEEP PL1X3 APPPpV4L OEIE P ...... d for ° 0.22% _ ____.. 0.672 L 1.242 r�" �w 320 CITY OF eater -..or sn�� ~— - FL 326 BT rT 1600 TRU%TUN AVENUE +0 W 310 k FL 323.60: FL 323;77 L o 9 - m FL 323 10 FL 324 40 _ 310 BAKERSFIELD CALIFORNIA 93301 Pie Oa.ea by: SYSTEM No 611 DRAINAGE SYSTEM No. 871 /��.v/►� `-- IDENTICAL O C2 INLET W/24-12 GRATE, H-6.5; SEE SHEET OP -9 - nse x..x ores way>e�mon ,036 x 199.0 LF RCP O__--__ _ ...... :. ._. ______ O z 420.0 LF RCP E. H 7 0 s 36 GRATE 333574 A 154+06.00 76.00'R+ STA A" 157+39.50 F G2 3NLET W/24 12 GRATE, ___ OG - GRATE 330.21 ---�-- Q r .. r. -__In -__ 0 340 z 340.. 330 x r r 330 Abbul 'T' o�oez` CONTRACT No. W 4 k C.C:A. DATE- 4-47 —"2ca t R.E.�N�AAMME R E. Signature for -final provaL f As -Built i Ir(formatlori --._ U I m a 320 s 340 z Q J z 330 350 u 320 90 399 + pAN1EL 5, c` c =�— vol 1 1 � � CIVIL ru64AN� �� O9 -2B-2012 FFLISRPlD PPC6E3SIpX FXLINEEP PL1X3 APPPpV4L OEIE P ...... d for ° 0.22% _ ____.. 0.672 L 1.242 r�" �w 320 CITY OF eater -..or sn�� ~— - FL 326 BT rT 1600 TRU%TUN AVENUE +0 W 310 k FL 323.60: FL 323;77 L o 9 - m FL 323 10 FL 324 40 _ 310 BAKERSFIELD CALIFORNIA 93301 Pie Oa.ea by: SYSTEM No 611 DRAINAGE SYSTEM No. 871 /��.v/►� `-- IDENTICAL O C2 INLET W/24-12 GRATE, H-6.5; SEE SHEET OP -9 - nse x..x ores way>e�mon ,036 x 199.0 LF RCP O__--__ _ ...... :. ._. ______ O z 420.0 LF RCP E. H 7 0 s 36 GRATE 333574 A 154+06.00 76.00'R+ STA A" 157+39.50 F G2 3NLET W/24 12 GRATE, ___ OG - GRATE 330.21 ---�-- Q r .. r. -__In -__ 0 340 z 340.. 330 x r r 330 Abbul 'T' o�oez` CONTRACT No. W 4 k C.C:A. DATE- 4-47 —"2ca t R.E.�N�AAMME R E. Signature for -final provaL f As -Built i Ir(formatlori --._ U I w a 320 s 310 Q - z Q 350 340 w - z 340 330 614 ° _ 330 320 _ v a - 320 w__ Um -- 0� O8% r - 310 SYSTEM No 611 _0 � - ,__ _. °.e -', _ 310 r .Q 42 x 493.0 LF RCP ", FL 322.53 _ O G2 INLET W/24-12 GRATE, H 18.8' E -- L _ _ _ ---- 42 42" x 382.4 LF RCP DRAINAGE SYSTEM No. 811 - INLETW x241 2 ATE ",03?7 -- R F __ mENTICAL BI SEE SHEET OP DRAINAGE__PROFILES O 42 x 248.1 LF RCP G..- -- THIS PLAN. FOR. - - DP -4 --- ---- --_- -.-. _-_ ACCURATE DRAINAGE -WORK ONLY. - Nariz —9.r 20' Sema bd ome.: Deeer Y on. t f-_ SCALE:. Ver+ -.I" ' - 20 - - r0eS6Cib004.019 ND."GHILARD000I WESTSID£ PARKWAY - PRASE 6C Job N°J Engineer: C/TY OF BAKERSF/EL D, CALIFORNIA T9WP6C D. caoNDwsr o°+e: 09/28/2012 MROBXen ERTSbx: PUOL/C WORKS DEPARTMENT 12.5-116 -------------------------------- I 67.00' L{ 123+]1.00 "A" GGU No. U22 - Sheet / at 24 GRATE 340.26 SYSTEM No: 601 Saaas IDENTICAL POINT 64.00'3+ 122+66.00 "A" - SEE SHEET DP 2 0 GD1 INLET W/2x24-12 GRATES, H-5.5' PE,R DID -7. o�ssv° GRATE 341.69 GRATE R{ 12 3171338.50 00 A -6°�59 c FL Elev 338 OG e { - 90°. g 60 ,O OSA LF RCP ___ rOG _ � a. crva ` ___FG ___ _ - .029"INLET W/24 12 GRATE, H=5.5' 350 __________ _ _____ FG 340 1.0 LF RCP 330 0 GCP INLET W/36R GRATE, 11 5.5' 11 .3�%. - _ 2� 0 17%0 FL 333.02 FL 332.8 2 - - - - R1I1.L11P aRWLIIIPF 'S'A" PLANS APPROVi DATE 000NCRETE APRON PER _QP Prepared for: 320 36.19 b FL 334 76 FC 334.]6 g 9 Og 24"X 80.3 LF RCP CITY OF BAKERSFIELD FL 3 90° - - 1600 TRUXTUN AVENUE - -- IDENTICAL BAKERSFIELD CALIFORNIA 93301 SYSTEM No. 611 Prepared by: DRAINAGE SYSTEM No. 80 - as 36" A X 300.0 LF RCP /'S INLET W/2 x24-12 G' '„ H=I 1 AWP_' "- -_ ab Go INL OD -7 Nta 'oE FG rOG JJ____. 76.00'R+ 179+00.00 "A" 350 -- -__ F __ SYSTEM No. 60 b 340 GRATE 35].43 SEE 60 e - -. ----. G1 INLET W/24-12 GRATE, H=5.5' 330 OG ' - - FL 341.35 b FL 3, 320 SYSTEM No.. 604 GO Inlet w/ Trash Rack Oa INLET WA! 1-2 GRATE, H=5.5' 360 24X-12 vi - Ob 24" x 71.8 LF RCP GO Inletw/Trash Rack- Oc 62 INLET W/24-42RATE, H=6.4' 24" x 68.0 LF RCP 24 RCP 024" x 226.5 350 GO Inlet w/ Trash Rack 0.62 INLET Wf24-}P GRATE, H=5.7' r EO 24X -12 - Of 24" x 17.0 LF RCP Q Og GDO INLET W/TRASH RACK & 2x24 -LR GRATE, HZ' - - 24X-12 0 24" x RCP GIN Inletnlet w/ Trash Rack Oi 92 -INLET W/EdGRATE, H=5.7' w 24X4X- 12 Dr 10%- Nta 34 90° 1" 21+62.94 C .T 024" x 109.4 LF RCP CONTRACT No. E 24" x6.2 LF ROP C.C.A. DATE Ci0 Inlet w/ Trash Rack (DT INLET W/24 -I GRATE, H=5.5' R.E. NAME 24X-12 Om 24"x 17.0 LF RCP 1 FL 0 GDO INLET W/TRASH RACK & 2x24-{2'GRATE, 24X-17 Oo 29" x 17Inlet RCP - GOlnletw/Trash Rack R.E. Signaturefor Inc O'fii INLET W/Y4-a2 GRATE, H=5.5' 24X-12 of AS -Built information SED PER RFI .29 P-2_ __ EXIST. 6" TOPOFP. )0 L+ STA "A' 21+84.06 TE 348.96 343.30 0.97% r- tl DRAINAGE SYSTEM No. 04 THIS PLAN ACCURATE FOR DRAINAGE. WORK ONLY. ]r. FL 345.50 b FL 346.50 90° 04 BOfi 80. fi11 DRAINAGE PROFILES eor;z - 1"= 20' DP -6 SCALE: Vert - 'I" = 20, WESTSIDE PARKWAY - PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 350 340 330 360 350 340 330 ------------------------------------- ----------------1-G-5-17S 'oE 76.00'R+ 179+00.00 "A" SYSTEM No. 60 b P,a GRATE 35].43 SEE 60 e - -. ----. G1 INLET W/24-12 GRATE, H=5.5' - Z O �W OG ob 624 d 'SHEET `EC---- DP -11 360 vi - --------- 24" x 68.0 LF RCP 350 r EO Oc GCP, INLET W/36R GRATE, H 5.5' MEw62 w Dr 10%- a 340 0']% N FL 346.02 a CONCRETE O CRETE APRON PER DD 10 °O 330 52 340.38 24 " O x 03.6 LF RCP - DRAINAGE SYSTEM No. 871 90° - IDENTICAL 9I°FL SEE SHEET DP -11 _ D T AL _ _. IDENTICAL POINT SEE SHEET DP -2 '.. 34 90° 1" 21+62.94 C .T 024" x 109.4 LF RCP CONTRACT No. E 24" x6.2 LF ROP C.C.A. DATE Ci0 Inlet w/ Trash Rack (DT INLET W/24 -I GRATE, H=5.5' R.E. NAME 24X-12 Om 24"x 17.0 LF RCP 1 FL 0 GDO INLET W/TRASH RACK & 2x24-{2'GRATE, 24X-17 Oo 29" x 17Inlet RCP - GOlnletw/Trash Rack R.E. Signaturefor Inc O'fii INLET W/Y4-a2 GRATE, H=5.5' 24X-12 of AS -Built information SED PER RFI .29 P-2_ __ EXIST. 6" TOPOFP. )0 L+ STA "A' 21+84.06 TE 348.96 343.30 0.97% r- tl DRAINAGE SYSTEM No. 04 THIS PLAN ACCURATE FOR DRAINAGE. WORK ONLY. ]r. FL 345.50 b FL 346.50 90° 04 BOfi 80. fi11 DRAINAGE PROFILES eor;z - 1"= 20' DP -6 SCALE: Vert - 'I" = 20, WESTSIDE PARKWAY - PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 350 340 330 360 350 340 330 ------------------------------------- ----------------1-G-5-17S I I I I I 1 I� I- ' I I 350 340 I 330 320 _--.IDENTICAL N -.-_- `_________ DRAINAGE SYSTEM No. BG :.V-� oa 6" x 300.0 LF RCP R 5' t D1 INLET W/2x24-12 GRATE., H=11.A-PER 010-7 € f � Igna ure or ft a approval -- 64.00'Li 120+00.00 'A' 6.00'R+ 12 GRATE 346.85 GRATE 346.00 m formation a � Lcd ----FG_ -OC 0 D G1 INLET W/29 12 GRATE, H 5.51J -.'_- 350 __- ___ _______ O 24" z 68.0 LF RCP rw 340 O GCP INLET W/36R GRATE, H=5.5' E w 1.25% 0.1 CONCRETE APRON PER FL 341.35 D FL 340.52 --_9 11 FIE FL 340.38 O 24" x 83.6 LF RCP -- L 330 320 _ - -- - SYSTEM No. 609 GG Inlet Wi T[ash Rack - -SEE SHEET DP -2 IDENTICAL POINT 39.97' O91 -INLET W/24-12 GRATE, H=5.5' CRATE IDENTICAL POINT IS GO Flet LF RCP Ray' SEE SHEET DP -2 EXIST 6 GAS IS 24" x 71.8 LF RCP k _ _ 0 TOP OF PIPE _349.82 ..0 24" x 226.5 LF RCP E, H=6.4' a 80 ' c d8 INLET W/24-12 GRATE, B G _OG_ O GO Inlet wl Trash Rack - - _ - 90° -- --- -IF - - -- - - - - 06 INLET W/24-12 GRATE, H=5.7' 02434 A 17.0 LF RCP 00 L 0 1]% i STA J1 21+62.94 0'�0% " 0� .90 FL 340.00 FL 342.66, _ k FL 393 O9 GDO INLET W/TRASH RACK & 2x24-12 GRATE, t O24" x 17.0 LF RCP 34.00' L+ STA J1'I 21+41.63 GRATE GRATE $1'A "J1" 21+84.06 46 GO Inlet w/ Trash Rack GRATE 348.96 394 8.96 OR m 0C INLET W/24-12 GRATE, 1=5.7' -- y 360 n k 9 q., a -.-.. '= Oj 24"x 109.4 LF .RCP - 350 - - ____-_______ ________ Ok 24 x 66. F RCP 340 GO net w/ Trash Rack 3.76. .761 0.97% OI 92 INLET W/24-,12 CRATE, H=5.5' RL 330 343.30 FL 343.30,., d O 24'x 17.0 LF RCP Q FC 340.00 1 - I? OGoo INLET W/TRSASH RACK & 2x24-12 GRATE, H=5.6' - - DRAINAGE SYSTEM No.� - - n _ Oo z4 GO Inlet F w/ /Trash Rack - - - - - - - i7.o CP o -p62 -INLET WF24-12 GRATE, H=5.51 ._ -. THIS. PLAN ACCURATE FOR DRAINAGE WORK ONLY. APPflOY d-�� `✓ PPRDI20,3 PE414LXF0 PXJIESSIW NL IXFFX PLANS PL DATE P'."'a,R for: CITY OF BAKERSFIELD 1600 TRV%TUN AVENUE aAKERSFIELD CALIFORNIA 93301 pr- ... �.d by: I"a10]1, PER RFI 929 X 360 350 340 330 DRAINAGE SYSTEM No. 877 E IUENTIGAL SEE SHEET DP -11- IDENTICAL POINT 21+72.65 "Jt" -... -. 350 340 330 Lf STA "J1 24+25.00 29.00' R+ STA 'J1'-24+24,80 351.93_'_ _ _- _ - _ GRATE 352.00 oc a a -- x_360 350 -... _ t�]z 340 FL 111.51j/o {L 346.50 330 90° 04 808..-60 677 - DRAINAGE PROFILES eor!z - I" = 20' DP -6 SCALE: Vert I"= 20' WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ______________________________. IL.O-'I/ CCC SYSTEM No. 60] IDENTICAL POINT "A" SEE SHEET OP -2 O GOT INLET W/2x24-12 GRATES, 11=5.5' PER 900 DID -7 GRATE 1123+31.00 GRATE FL Elev 338.50 Ob 24" z 105.0 LF RCP cOG ___-_- _._ o f ______________ 9 6 OIO2 _ INLET W/24-12 GRATE, H=5.5' -FG.. 71.0 LF RCP U,IL T /- GC INLET W/36R GRATE, H=5.5' 2-.4-'L CONT0.1 R' R�tv --- P f CO - flETE APRON PER D-, D FL 334.76 C - . B, FL 2.8 24" 80 3 LF RCP _--.IDENTICAL N -.-_- `_________ DRAINAGE SYSTEM No. BG :.V-� oa 6" x 300.0 LF RCP R 5' t D1 INLET W/2x24-12 GRATE., H=11.A-PER 010-7 € f � Igna ure or ft a approval -- 64.00'Li 120+00.00 'A' 6.00'R+ 12 GRATE 346.85 GRATE 346.00 m formation a � Lcd ----FG_ -OC 0 D G1 INLET W/29 12 GRATE, H 5.51J -.'_- 350 __- ___ _______ O 24" z 68.0 LF RCP rw 340 O GCP INLET W/36R GRATE, H=5.5' E w 1.25% 0.1 CONCRETE APRON PER FL 341.35 D FL 340.52 --_9 11 FIE FL 340.38 O 24" x 83.6 LF RCP -- L 330 320 _ - -- - SYSTEM No. 609 GG Inlet Wi T[ash Rack - -SEE SHEET DP -2 IDENTICAL POINT 39.97' O91 -INLET W/24-12 GRATE, H=5.5' CRATE IDENTICAL POINT IS GO Flet LF RCP Ray' SEE SHEET DP -2 EXIST 6 GAS IS 24" x 71.8 LF RCP k _ _ 0 TOP OF PIPE _349.82 ..0 24" x 226.5 LF RCP E, H=6.4' a 80 ' c d8 INLET W/24-12 GRATE, B G _OG_ O GO Inlet wl Trash Rack - - _ - 90° -- --- -IF - - -- - - - - 06 INLET W/24-12 GRATE, H=5.7' 02434 A 17.0 LF RCP 00 L 0 1]% i STA J1 21+62.94 0'�0% " 0� .90 FL 340.00 FL 342.66, _ k FL 393 O9 GDO INLET W/TRASH RACK & 2x24-12 GRATE, t O24" x 17.0 LF RCP 34.00' L+ STA J1'I 21+41.63 GRATE GRATE $1'A "J1" 21+84.06 46 GO Inlet w/ Trash Rack GRATE 348.96 394 8.96 OR m 0C INLET W/24-12 GRATE, 1=5.7' -- y 360 n k 9 q., a -.-.. '= Oj 24"x 109.4 LF .RCP - 350 - - ____-_______ ________ Ok 24 x 66. F RCP 340 GO net w/ Trash Rack 3.76. .761 0.97% OI 92 INLET W/24-,12 CRATE, H=5.5' RL 330 343.30 FL 343.30,., d O 24'x 17.0 LF RCP Q FC 340.00 1 - I? OGoo INLET W/TRSASH RACK & 2x24-12 GRATE, H=5.6' - - DRAINAGE SYSTEM No.� - - n _ Oo z4 GO Inlet F w/ /Trash Rack - - - - - - - i7.o CP o -p62 -INLET WF24-12 GRATE, H=5.51 ._ -. THIS. PLAN ACCURATE FOR DRAINAGE WORK ONLY. APPflOY d-�� `✓ PPRDI20,3 PE414LXF0 PXJIESSIW NL IXFFX PLANS PL DATE P'."'a,R for: CITY OF BAKERSFIELD 1600 TRV%TUN AVENUE aAKERSFIELD CALIFORNIA 93301 pr- ... �.d by: I"a10]1, PER RFI 929 X 360 350 340 330 DRAINAGE SYSTEM No. 877 E IUENTIGAL SEE SHEET DP -11- IDENTICAL POINT 21+72.65 "Jt" -... -. 350 340 330 Lf STA "J1 24+25.00 29.00' R+ STA 'J1'-24+24,80 351.93_'_ _ _- _ - _ GRATE 352.00 oc a a -- x_360 350 -... _ t�]z 340 FL 111.51j/o {L 346.50 330 90° 04 808..-60 677 - DRAINAGE PROFILES eor!z - I" = 20' DP -6 SCALE: Vert I"= 20' WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ______________________________. IL.O-'I/ ---------------------------------------------------------------------------------------------------------------------------------------------- GRATE 330.10 ` -- fi7 00 Lt 12]+39 85 A 67.00' It 128+97.07 A --- -- q E 336.95 vvop 93 314 67 TE Lt 125+39.80 A GRAT ' ' - - GRATE 336-95 _-- -------------------- - - - e . a 12/31 - - p CIVIL p _340 _330 320 --"-- FL 332.60 IF S. ExsmesR PLANS APPROVAL DATE 310SYSTEM No 600 - FL 331.45 - FL 331.31 FL 331.45 - - - -- _ --__ __-:.---,_-_, Pre Pored for: 0G2 INLET W/24-12 GRATE, H= - 0 -_ -- - - -- -- - - -- r S. SI J GCP. INLET W/3bH GRATE H 5.5 CITY OF BAKERSFIELD r-- --'-- '- -- -- ` - -` -- - - 1600 TRUXTUN AVENUE Ob 24 .x 79.6 LF RCP - r O CONCRETE APRON PER p 10 0GCP INLET W/36R GRATE, H=5.5' BAKERSFIELD CALIFORNIA 933D1 0 GO INLET W/TRASH RACK 5 H 5' 0 24 x 113.7 LF RCP 0 CONCRETE APRON PER p 10 Pre Oa red by: Otl 24 x 7- 6 LF RCP Oj G01 INLET W/2 x24 12 GRATE, H=5.5' -.010 ] -- 0 24 x 71.9 LF RCP -.-. - A -EMM --------- oG2 _ _ nrro �eorumn e INLET W/24-12 GRATE, H-5.5' 0 CONCRETE APRON PERD 10 OQ G2 INLET W/24-12 GRATE, H=5.5! 0 24 x T 0 LF RCP Om 24 x 112.8 LF RCP! 90 .0.24 - - - -- x 201.6 LF RCP ''.IDENTICAL .- 6 00'Rt 127+05.09 A' 6.00 Rt 129+31.83 A - - GRATE 333.94 STEM No. 609 CI INLET IlV .38.55 I � �9 6.00 Rt 128+1 8.46 A • IL 333.05 L F-33021 ----- -F� FU 335.00 ------ `- ----- 330.09 FL 32fi.60 _- - - (! I I • • I GRATE, H-5.5' I ° e ! • GRATE 333.60 ___ _- - 24 x 71.0 IF RCP 67.00' Lt 128+18.46 -A DETAIL I �... ^9 GOP INLET W/36R GRATE, H-5.5- GRATE.. 336 81-. -- '. - OG H -- 340 - - -. ---_ C �FG - 1 k --` p 330 SHEET OP -2 330 320 � 90J 320 183.77' Rt STA 4.52%/ 0 1 �z FL 320.10 m 'fL 111 A4 t - _-- I A 131+00.00 310 � FL 331.31 FL 328.10 FL 32 i,98 t A 131+00.00 __. GRATE 335.71 GRATE OG IDENTICAL =_ ]DEN $EE 6 00'Rt 127+05.09 A' 6.00 Rt 129+31.83 A - - GRATE 333.94 STEM No. 609 CI INLET IlV .38.55 I � �9 - GRATE 333.94 OG • IL 333.05 L F-33021 ----- -F� FU 335.00 ------ `- ----- 330.09 FL 32fi.60 _- - - (! I I • • I GRATE, H-5.5' I ° e ! • SYSTEM N0., 65a ___ _- - 6 00'Rt 127+05.09 A' 6.00 Rt 129+31.83 A - - GRATE 333.94 STEM No. 609 CI INLET IlV .38.55 - GRATE 333.94 OG ---- --- Lr.. IL 333.05 L F-33021 ----- -F� FU 335.00 ------ `- ----- 330.09 FL 32fi.60 _- - - W/24 12 GRATE, H-5.5' __ -_ _ ___ SYSTEM N0., 65a ___ _- - 24 x 71.0 IF RCP 0 OVERFLOW WEIR SEE DETAIL I �... ^9 GOP INLET W/36R GRATE, H-5.5- 0 42 x 104.5 LF RCP CONCRETE APRON PER I D 10 IDENTICAL - - -. 24 x 68.2 IF RCP SEE SHEET OP -2 330 320 � 90J 183.77' Rt STA A 131+00.00 310 FL 328.44 FL 320.10 m 'fL 111 A4 GRATE 340.00 - - _-- I A 131+00.00 - t A 131+00.00 __. GRATE 335.71 GRATE OG =_ OG - IL350 a FG b c 0 e o 805 EG -z 340 ---- - -- - -- ---RETENTION - DASIN 330 4.0 07 - Dhz ' 7r 96% __ ' p 320 - - GRATE 333.94 OG ---- --- Lr.. IL 333.05 L F-33021 ----- -F� FU 335.00 ------ `- ----- 330.09 FL 32fi.60 _- - - __ -- __ __- __ ___ __ -_ _ ___ -__ _ -- ___ _- - __ -- NAGE SYSTEM No. SW __ _`__ --- L DRAINAGE SYSTEM No. 80 �... 340 FG - - -. 330 320 310 FL 328.44 FL 320.10 m 'fL 111 A4 DRAINAGE SYSTEM No.08.,.- _ _-_ _ DRAINAVL__PROFIL4V ___..___ _. -. _- THIS PLAN_ACCURATE FOR -DRAINAGE -WORK ONLY. Horiz -9" - 20 ---- DP -7 1-T.T.- Do+e. oescrl r.od: - SCALE:. Vert -.1" = 20' i ie name. D.o.�: -- - -- -- - - S6Cib00 ZpIq o. GHILARDUCCI WESTSIDE PARKWAY - PHASE SC o.: 91Reer: C/TY OF BAKERSFIELD, CALIFORNIA R T9WP6C D. CROM1'OUIST Dare: 09/28/2012 e^eMckROeR BERTS R>: PUBLIC WORKS DEPARTMENT 92.5-178; ---------------------------------------------------------------------------------------------------------------------------------------------------- IG I -I I. ------------ . - L .-_ TIT! ! _ . 6 A 151+00.00 +3417 SENTH 5 EE SHEET DP 4 :-- -- _ --- :- -- rwo.E:uovr s4 na4 pA s. `1. GRATE 343.97 NArvNEL L 6.00 Rt .STA A 151x00.00 90a V,n GRATE 02 OGSYSTEMSm1c No 614 C d 611 F 350 -. -- f o FG _ __ .. _ D Cl INLET W/ 29-12 GRATE, H=5 5 O ALF __. _ `__ 340 ---�. O24 x 71.0 RCP P£GIsrEFFD - - - - - - - _ _ - - - - ` _ - - - - - - - - vxw s. ss l�k"EXL wEEx PLANS APPPNvAL DAT[ 330 4.15/ = D_17% - -O; GCP INLET W/36R GRATE, H=5.5' BUILD P..Paretl for: ❑ O�CON, APRON PER ---_ -AS 320 FL 338.4] FL 335.52 FL 335.40 - -- ` I o-10 CDNTRAGT No.--1-?1 W �L -. CONTRAGT h CITv OF Bn KERSF IELD 310 -- - - Oe 24 x 68.0 LF RCP C.0 p D TE -�hI? -7 lr VA 1600 TRU%TUN AVENUE B.LL5F1ELD CALIFORNIA 93301 R,E.NANIE E. / PreParetl by: DRAINAGE SYSTEM No. _ 67 00' Lt STA A' 140+00 SO -: -NT A ` - P. E.S1 for GRATE 351.28 SEE SHEET DP 3 g nature flnQ all eval .. Bull+_information - - ..GRATE 6.OD'R+STA A,4G+ODjDO41- 348.15--. No' 612 ____ ________ __- :___ c 0SYSTEM 360 -- - - o - ❑ G1 INLET W124-12 GRATE, H-5.5' __- O350 __ ... ___ : STSTFM N -fil -- _� __` b, 24 x 71.0 LFRCP a GCP INLET W/36R GRATE; H 5.5'340 - OCR INLET W/36R GRATE, H=5.5' -__ CONCRETE APRON PER +_`�4.41%_ to.CONCRETE 330 : EL 45. a FL 342.65 - e APRON PERI 0-10 24 z 68.0 LF RCP 320 _ 24 x 68.0 LF RCP 310 - DRAINAGE SYSTEM No. - - - 6.00' R+ STA PA" 146+00.00 GRATE 347.70._:_----- _ b - OG 511 a 36D EG _ _ 67.00"Lt STA "A" 135+40.00 -'- IDENTICAL IF 350 GRATE 346.05 : SESHEET EE SHEET DP 3 _ _ RENFRO ROAD OC PUMP PLANT ;FL -------- fi00'R+STA "A 13540.00 90" -6R.-NO.-50C-0352W -_____ - -- INLET CHANNEL -- 0.171 - -} _�.__. 340 - --- GRATE 343.13 -__` c 330_ ___ c. ___`__ 0 I-_ - __ -__ .34220 __ `-FL 342.08__ 'D ❑ e_ FGG '... 320 350 340 FG - -- SYSTEM No 610 O_G, INLET W/24-12 GRATE, H=5 5 -- _-_ N. 310 ICA SHEET ett a - -_. 330 4.11/- 0 � Ob :24 x 71.0 LF RCP - SEE -3 SEE SHEET -3 320 � _.. _ FL 3401 FL 33] 63 FL 357.51 O:. /36R GRATE, H-5.5' c CCP INLET 'N DRAINAGE SYSTEM No. ...613 - ,. _ - 310 _ O CONCRETE AARON PER D 10 - - 124 x 68.0 LF RCP �.... ... _ DRAINAGE SYSTEM DRAINAGE No. __------ --- .. ---- ---- --- - --- DRAINAGE PROFILES ------- -__-___� ... THIS PLAN ACCURATE FOR ORAItlAGE_14ORK ONLY. DP -8 --------- ... --- -Horiz - 1" - 20' -- ,eNs on. Core. Deecr r on: SCALE:', Vert - 1" = 20' le Nama. Dr'aun: 7nARD000I WESTSIDE PARKWAY -PHASE BC - 56CIbOOS pig D. glnBar CITY OF BAKERSFIELD CALIFORNIA 79WP6C D. CRONOUIST ! Dere: 09/28/2012 ROB or: M. ROBERTS M. PUBLIC WORKS DEPARTMENT IG I -I I. ------------ I I I I I -15B t STA A -85.00o --- --- - FL i. 4 FL 327 46 ERr - - - GRATE GRATE: 332.00 _ -- --- --- 6.00' Rt STA A 159+90.00 - ------------------ - L DRAINAGEPROFILES-:- ROFILES;--- GRATE H 332.75 - SYSTEM No 623 __ ... DP -9 = t STA- 'A 156.03 AO- SCALE: Vert -.]"= 20"- GRATE GRATE 332.00 OG - OG Oa GCP INLET W/36R GRATE, H=5.5' -- p. cH1LAROuccl ___ - _ - _ CONCRETE 1Qg 10 350... APRON PEH �2 i CIVIL 6rcau,N'°s ... 1.- '1 9 - k._ -__ - P_B7] e N FG c _ Oc 24 x 68.0 --- LF RCP 340 FG : 340 eeM."xeROaBERTez:S 330 PUBLIC WORKS DEPARTMENT - - - � -330G`w _ _ _ . _ ... -.:. , _ - _ _ _ _ _ ` _ _ _ ,_ - _ _ os aR zmz Rcc sRRRx a:WFess cxcmeeR >uns nRRRrnu xesR . _ _ � 320 _ a� r6% �. _ - - _ _ _� 2 i2z _ 320 Rraaor-ea sor: 310 r FL 32650--- FL 326.38 FL 32].25 gp° - 310 CITY OF B4KERSFIE LD i - '- - -- FL 325.40- -- --- 1600 TRuziuN AVENUE _ - - w FL 326 _ '.50 - IUE NTICAL SEE SHEET r OP 9 _ _ -- BAKERSFIELD CALIFORNIA 93301 w DRAINAGE SYSTEM N.. 23 j 3.00"Lt STA A 158+18.00 SYSTEM Ng, 616 - GRATE 331.92 Oa :G2 INLET W/24-12 GRATE, H 5.5' -. SYSTEM No 615 b 24 x 79.6 LF RCP 0 G1 INLET W/24-12 GRATE, H 5.5 c .GCP INLET W/36R GRATE, GR 00 Lt 9'158*18 00 GRATE ° � - Oc GO INLET W/TRASH RACK'GRATE, H-5.7' O 24' x 71.0 LF RCP o.5 O CONCRETE APRON PER 2 - -. ---- __ - _ - A 155+00,00_- a 24L'x 68.0 LF RCP O .-- 340 _-- O G2 INLET W12412ORATE, H 5.5( GRAOTOE 33556E -L--- ---- r 330 .Fc _ O 24 x 60.0 LF RCP -. _ ao¢ a+-sTn-A 155+0o.on- GRATE 332.75 - - rOG 320 1,q 3iy O9 GO1 INLET W/2z24-12 CRATES H=5.5 PER7 _QC_ ------- _¢ 350_ - r , f 2 25% L O 24 z 79 0 LF RCP 0 877 0340 310 FL_ 32].24 FL 326 38 FL 32-0 60 FG a 90° - ° - O G2 INLET W/24 12 GRATE H 5.5'330 Li.� 4G"(] . 24" x 15.0 .-IOENT LF RCP - ; _ l 4.04/ - 3'20 O24' x 66.7 LF RCP FL 330.12 FL 32T 25 FL 327.13 ---- IDENTICAL 310 SEE SHEET DP -4 - O G2 INLET W124-12 GRATE �1 T H 55' A C BI J _ CROP) _ - - 6] 00 Lt STA 9 A 157+39.so ___ CONTRACT NQ._��L . L.1 -_ `-- DRAINAGE SYSTEM No. 616 - O __-_ _ __ GRATE 333.E OG : 67.00' Lt STA GRATE 332.96 A 158+96.70 ,.__. ,.__ C.C.A.^ATE L. �/ �.. ��- SEENSHEE SEE SHEET OP -4 F€.E 340 FG Fc '.. 330VF 320 0.4sz-- b ¢ - Signature f6r fibhl approvalSignature f6r f-1661 approval _310 6p,- - FL i. 4 FL 327 46 I�R.E. of As -Built information - -_ DRAINAGE SYSTEM No. 76 _ -- --- --- - ------------------ - L DRAINAGEPROFILES-:- ROFILES;--- ------------ --- __ ... THI5 PLAN. ACCURATE FOR_MAIN&GE- WORK ONLY. DP -9 = SCALE: Vert -.]"= 20"- R s6cia009.ptg p. cH1LAROuccl WESTB/DE PARKWAY - PHASE SC oe NO,: T9WP6C NOUI ST D.. CRORG, CITY OF BAKERSFIELDs CALIFORNIA oete:09/2812012 eeM."xeROaBERTez:S PUBLIC WORKS DEPARTMENT 1 12.5-178 11 1 360 350 zan ------------------------------------------------------------------------------------------------------------------- - -------I - pwos[zstoryp 96 ] 64.00' Lt 1 TO+00 00 A ^Wc arv1EL 5. `F `CRATE 351 [T6 - -- --- - SYSTEM No 619 6.00'Ri 170+00.00 AP a G1 'INLET W/24-12 GRATE, T-5.5' 2/31/1 fRATE - 351.33 O 0O c tl v 87124 Ifib 0 LF PCP - _ --' '- -- Oc GCP INLET W/36R GRATE, H-5.5' _ 09 zfi AL V _ _ xe6isexco rwress. wueex vuxs eavemei mre Lai CONCRETE APRON PER -,,, SCALE:. Vent -.1" = 20" ie F! 56cibolo,19 WESTS/DE PARKWAY - PHASE SC oe T9WP6C T glne`r C/TY OF BAKERSF/ELDs CALIFORNIA D. CRONOUIST 09/28/20neM. RoxOBERaa oyTS : PUBL/C WORKS DEPARTMENT 12 c ----------------------- ---------------125-1-78----' ' - SYSTEM- No 620 - Oa G1 INLET W124-12 GRATE, H-5.5'. cO GCR INLET W/36R GRATE, H-5.5' O 24 z 68 1 _ O `-_ Q :.0 LF RCP tl CONCRETE APRON PER : 0 i0 -- O 29 z 63.0 LF RCP CT No.W .. I 9] 3 �eAN1EL 5.`fin pA PN *s+ ]30TT n mi, v3vlo ' crvn R61SttPE0 PgdESSI NI)/P EXLIIFEP PEENS CPPgOVAL NRF P ...... C For: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 MOM ----' ---- -_,__'_- ,. .'--`--'--- _'-_-`--_----"I D U -- - - -- -- - ----- .O1 SYSTEM No 621 330 SYSTEM N 622 _ _ - 330 Q61 INLET W124-1 2 GRATE, H 5.5' O GCP INLET W/36R GRATE H 5.5 O G1 INLET W/24-12 GRATE H=5.5' Oc CHI INLET W/2x24 12 GRATE, H-1 2.6' c .12-- G2 INLET W/24 O ]2 GRATE, H=5.5' O29 x 5.0.0 O24",x 68.0 LF RCP O CONCRETE APRON PER p 19 Ob 24 x 68.0 LF RCP OCONCRE TE APRON :. 76.00'Rt 180+50.00 d' _.-_ :_ -. 20 fi21 822 24 E - O 24 x 68.0 LF RCP - Oe 36' x 68.0 -PER LF RCP ------ --__.___ ,�> THI5_PEAN_ACCUAATE-FOR DRAINAGE -'WORK ONLY.: .', .. X6.00 - . 64.00' L+ L 1 i9+00.00 'A" 6 00' Rt 179+00.00 A I_ I_ 64.00' Lt 1 T6+0000 A "Rt 116+00 00 A �- _ _ GRATE 351.44 GRATE 358.30 - _ - _ _ _ _ ' GRATE 356 541. GRATE 355.99 _ ' ' ' ' ' - c_'tl 677 ..... _-_�. a b c p e II, 611 ab 360 - ''` G OG ---- 360_ T9WP6C 0. CRONOUIST 350 Dote: 09/28/2012 a,e' M.RODERRTT S ROB PUBLIC WORKS DEPARTMENT _. 350 _ _ _ 0.807.� :0.11 --_ 0.1 i%y 390 b 351. az p.�0i 24 340 FL 351.04 FL FL 350.31 ',.. FL 351.94 :. a_. - 330 -350.99 - --FL FL 346.09 FL 346.02 '... 1 - 330 ' - SYSTEM- No 620 - Oa G1 INLET W124-12 GRATE, H-5.5'. cO GCR INLET W/36R GRATE, H-5.5' O 24 z 68 1 _ O `-_ Q :.0 LF RCP tl CONCRETE APRON PER : 0 i0 -- O 29 z 63.0 LF RCP CT No.W .. I 9] 3 �eAN1EL 5.`fin pA PN *s+ ]30TT n mi, v3vlo ' crvn R61SttPE0 PgdESSI NI)/P EXLIIFEP PEENS CPPgOVAL NRF P ...... C For: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 MOM ----' ---- -_,__'_- ,. .'--`--'--- _'-_-`--_----"I -... - GRATE 358.90 ab 671 -° IS a - OG C �- 360 - 1.47%0,�-0% 350 tl FI 353 40 D U - �__. __ - - -- - FL. 351.93 FL 353.90 .-_: 340_ - FL 349.68 FL 34913 FL 34 .O1 330 - _ a 62 - 330 50" ' SYSTEM No: 624 O G2 INLET _.-- W124-12 GRATE, H=5.5' c .12-- G2 INLET W/24 O ]2 GRATE, H=5.5' O29 x 5.0.0 LF RCP O 24 .x 100.0 LF RCP - SEE SHEET DP -5 _ :. 76.00'Rt 180+50.00 d' -... - GRATE 358.90 ab 671 -° IS a - OG C �- 360 - 1.47%0,�-0% 350 tl FI 353 40 -- -------12_5-1-78 --11 - D U - �__. __ - - -- - FL. 351.93 FL 353.90 .-_: 340_ - FL 349.68 FL 34913 FL 34 .O1 330 - _ a 62 - 330 50" _ IDENTICAL DRAINAGE SYSTEM No. 24 DRAINAGE SYSTEM N O. 20, IDENTICAL :. SEE SHEET OP -6 - - _ _ _ SEE SHEET DP -5 _ --- - ___', : _.-_ :_ -. 20 fi21 822 24 E -- --- -------- ---------DRAINAGE PROFILE -S- ROFILES- ------ --__.___ ,�> THI5_PEAN_ACCUAATE-FOR DRAINAGE -'WORK ONLY.: .', ---- �--- HSI,!, I' 20 -- ..DP -11 ,- - SCALE: V11t :I " - 20" eev s or, Nox, oesor is name. N rawer: WESTS/DE PARKWAY - PHASE 6C - secibol I.P10 D. GHEARD000I C/TY OF BAKERSFIELD, CALIFORNIA T9WP6C 0. CRONOUIST Dote: 09/28/2012 a,e' M.RODERRTT S ROB PUBLIC WORKS DEPARTMENT -- -------12_5-1-78 --11 - u E xnNE -) EN -9n: orouaio D ILE - .wMJM Xorr!S%16011.0012\Sub^_=b T29666227�CADD\Gvnl\h,e t%S6q E012.P19 __ iLL SYSTEM OC Got No. 501 A eO G2 INLET W/ 24-12 GRATE, H 147 INLET W/2 24 12 GRATE H 11 4" PERDD pNDLZCT ^ ss 1oN, 49 :e^9 vAN1EL 5i°� 3N4 ] xN� FIELD LEAKAGE x - *Q 36 394 1 LF RCP . f TEST TRATION _ N 36 x 400.0 LF RCP PER = ,p12 /3tn G2 INLET W1 24-12 GRATE H=12.8' x.O G2 9 INLETW/ 24-1 2 GRATE, H 15.1' -- SPECIFICATIONS -- _ 57,23' L+ STA A 192+25.95x'O _-_-r0 36 _- x 395.7 LF RCP if hO 24 x 400.0 LF RCP 57.00' Lt ISTA A 196+26.19 ----_ GRATE 361.67 • -- ---- ' `- GRATE 362.97 '---- M as_xe-2072 EU e * - _ - - - _ _ _ _ _ _ _ - L - _ _._ _ _ _ _ _ _ _ i � ... PELISiEAE4 ND AIIM LINEEP PLANS APHIMAL 1 DATE 370 - m tl Y`'.___ . �. OG FG . - f OS , 9 N n k Z p 370 Pre Pa rea for: 360 - 360 CITY OF BAKERSFIELD __ _ _- J __ _ _ - 'S' _ _--------' _ _ _ _ _' _ _._ _ __ - - u fL� _IJ __ __ 3 - - - 1600 TRUXTUN AVENUE 350 N '.. 350 BFKERSF IE LO CALIFORNIA 93301 340 F 0.1 a loz - - .... 0.17• 2 y 340 Prepared ey: 330 --- ¢ F FL 34] 50 - f = NAGE SYSTEM No. -. �' �A' RATE Fi 3q 507 w ---- =.9G "' aroM 330 R E NAME � ]oErancat - - --- i]CAL -- SEE SHEET OP 19. --_. _ - -I-_.--SE =-60.28' Lt STA A' 188+24.51 -- SHEET DP 14 - - GRATE 359,90 - - _ED >___ 370- F6 .E-5/gnoture#or `Fn4 upprovaF m 370 360 z -- --_ - z 360 350 - '... '.ITT 1 iurl i.� _, 350 340 ',r 01o/. � - FL 347.1©-- -_.----------- 340 r__,__ _ _ 330 -__ - 90 DRAINAGE SYSTEM No. 501 - _ IDENTIG AL `__ _ 330 `---------'- '-- '- SEE SHEErDP,14 -- --, _` 63.24 Lt STA A",184+24.-09 --- - --- ¢ - - __- SYSTEM No. 504 CO 36 x 250.0 LF RCP . O 36 z 105.6 ,.. _ .. LF RCP _... o GRATE 359 fit _ _ s -OG- FG - - ¢ 370 w 360 bOGET INLET W/2x24-L2GR ATEy H X13.4 1 4D 7 1-- GDT INLET O 1 W/2x29 12 GRATE H 13.8 {p 7 0 - -- ---- ---- - ------------ - - - J _ 350_ - cO 36 x 188 LF RCP-- _.�7 KO 36 x 94.5 - LF RCP ,-- X '� GDI INLET x GRATE� ., IT 13A'O GD1 INLET __- D 7 W/2x29 12 GRATE H 13.9' _ D 1az -__ - FL 346.70 z-b-DRA17fAGE SYSTEM No. -... = 340 330... m 36 x GAA O 'LF RCP 90 - f GDI INLET W/2x24P 12 O GRATE H-13.4' _ IDENTICAL POINT I 4D 7 I .-_ O36 z 37.6 LF RCP - _ .25' Ri STA A 181+68.80 3C -181168.80 - 3.25' R+ STI 'A 181+81.60 - -. - - `A , GRATE 359 75 GRATE 359.80 3.25' R+ STA 183+30.62 h WI INLET W/2x 24-13 O GRATE H 13.5 1 ❑Dr -- _ _ 3.25' Rt STA "A 181+50.00 359.60 --- 3.25' Rt STA A 182+25 _ :02 GRATE 360:29 _ '.. __ __.. GRATE - r__GRATE .359.90 ----325'Rt STA -"A 184+25 ------ ''.370 _ ---,,`- 22 c - __ - --' __,GRATE 360.51.... I. -a 501 m 370 360 - 1 FG - _ --- - -_-___--- 360 350. .--350 340 [ i - - o�i9/ D.t O% o.t D% D��O•r, oz 340 330 _ [ FLIDENTaCAL 0 T FL 346.34 _ FL \FL 396 A2- _ FL 346.53-- 3N _ FL 34663 -- 1 - 330 90 346.36 - ----- SEE SHEET -11 o3B5O ORAINAGEL SYSTEM O 50RROF1 -. -UP ------ -- -------DRA1NAGE LES. ,. ..__ .---- - -.. ,.__ - THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY -------- - p HOr121'=20' Df-1(Gq ... SCALE::Vert 20' E lie Nome: Cra.,,: 5Coi6012.01 D. GHILARDUCLI WESTS/DE PARKWAY - PHASE eC m 9t eer, CITY OF BAKERSFIELD CALIFORNIA T9WP6C D. caoeomTT , Cora: 09/28/2072 ne Xea eN "Z&RT5ey: PUBLIC WORKS DEPARTMENT ..-------------------------- --- -_------- I 1 I _____12.5-178____; r SHEET r ss ]a< 159 09 i STA �'A 208-54.32 TSTA A 20B+PfiNo2CAL POINT 9o, A A" 208+24.96 GRATE 38].4.9 a �4elua 69.00' Pt ST __. .... _. GRATE 366.02. '__` �. ,.. �. 390.-. - - GRATE 365.99 - �-- - -- - mL. ------ G e - 380... 370 m m 51t a G BOG —.. 507 m - OG FG c _ ...- 1`// L - - 3�0- _ �4......N PPo6...T. IXEEP PLANS APPROVAL DATE 360 z 2� -FL 381.99-360 prepared rar. 350 2 0�3'/• - 0� 1]Y, a - - 350 CITY OF BAKERSFIELD FL 360.2] _-- 340 FL 360.2] _ FL 360.52 1600 TRV%TUN AVENUE _ _. G_ _ _ _ _ _ -_ - _ 340-- BAXERSF IELB CALIFORNIA 93301 330 - - - SYSTEM No 511 - 330 Preppretl b—�y:/��� - -- ----- ` E,! __.� LET W i..,. __.. A=TOM o G1 INLET W/ TYPE 24 12 GRATE, H 5.5' c G2 INLET W/ TYPE 24 12 GRATE, H-5_5' nse.N..amie. vAw.c.� -- 24" x 95.3 LF RCP x024 -x 192.6 LF RCP. DRAINAGE SYSTEM No. 01 -- --- __--- ---- _ NAGE SYSTEM No. .�_ , DRAT, - f - ------ 69.83' Lt STA _ _--_-_--_ E •--` A` 209426:03 ; GOOSE LANE SLOUGH BOX CULVERT GRATE 364.BY - - a '.(SEE STRUCTURAL PLANS) - T -L- ... 370 ¢ L. - - FG _ _ - ______ __ _ I � m - 370 510 a - oc ; 360 z -- -- — z 360_ _ _ .—- 350 s FL 359.3] 0.23%_ _ --- -- x 350 - -- 340 ----- I o.1]% 1I u x `— Fl_ 350.26 J _ � , g _ 340 330 AS�tiILT - -- IDENTICAL SYSTEM No. 507 _ 330 CONTRACT No, �C�4. _ DRAINAGE SY5 SYSTEM Na. 501 SEE SHEET pP 15 H4L. C.C.A. DAT ^ ' - - - - - . R -&A" X 400.0 LF RCP L - `__ - - '` - -------- .-CONDUCT-FIELD, ----- DATE- � s!O G2 INLET W 24-12 GRATE, H=14.5' NOT - -f. _ / 0 DUCT FEXFI TRAKAGE - _ - *.024 x 4b0.O LF RCP. TEST FOR EOI ALTAATION PER -- _ - - -- --- _ __-_ SPE61F6ATLONS- k0 G21NLETW/ 24-12 GRATE, H-14.6' - - 10 24 x 400.1 LF RCP 0 - 61.83 Lt S R.EBo& natvre,for_ mal appr._a�al [GRA—TE 364.0 _ . H 56•of As'Bulit lntarmallon � ¢ } - m G2 INLET W 24 12 GRATE - 370 z a - FG OG a ...509 a a -370 360i ._-—— -- --------------------------------- -- --_— ---___ 350 350 340 w a.i ]z I FL 349.59 _ I x o� tTg - 340 --- -- 330 _ 70° _ _ . _ 330 _ TICAL DRAINAGE SYSTEM No. _501 -SEERSHEET DP -15 501_ 511 - - DRAINAGE- PROFILES - - - .L THIS PLAN -ACCURATE FOR DRAINAGE WORK ONLY. Hori2 - 1"= 20' -D P - 1 3 , SCALE: Vert - I- = 20' NO 6,o13.p1 D. GHILARDUCCI WESTSIDE PARKWAY - PRASE SC ft`F�1:9clw'121812012 N,C/TY OF BAKERSFIELD6C D. CRONpmST A CAL/PORN/A neRON:PUBLIC WORKS DEPARTMENT cM.cROBERT3 I I I I I -------------------------------------------------------------12.5-178----' i L,__._ Q;G2 INLET W/ 24-12 GRATE, H=5_.5' G2 INLET W/ 24712 _GRATE, N=5. i b' _ OL24' x 123.6 -FRCP ' ',024 x 57.6 LF RCP 2.50' Rt STA 'A 192+ 6.40 3.75' R+ STA A' 193+49.99 ---- G , GRATE 3b3.28 RATE 362.91 370 - FG'. 6G c 501 e 360- — _ — 350 _- n 0.3yZ _.-$.1y5Z 340 u „ FL 357 1B _ FL 357.41 : FL 356.17 330 `-- A DRINAGE SYS � -- -- 7EML No. .-- 76.96'. Rt STA "A': 199+00.15 70.59'. RE STA A'.197+00.06 GRATE 362,98_; GRATE 136266 I ------F--,'fi9.00' R4 -STA A 196+42. AS BUILT CONTRACT- C.C.A. DATE R.E. NAME J%% Ah / 44-� R.E. Signature forf at, provat of As -Built infornqfon --- too eax m a`--� o9-ze-zotz x¢mslzxzo vwssss zxcroscx nuxs 4rvx0vAL oars P ...... d for: CITY OF BAKERSFIELD 16DO TRV%TUN AVENUE No.408 � SEE SHEET. DP -12 - �. ---'----- DRAINAGE SYSTEM No. 506 380 O24 x:57 9 LF RCP loo* 24' 100.2 LF RCP .. O GD1 INLET W/2.24-12 GRATE H=5.6 DD 7 370 O GD1 INLET: W12.24-12 GRATE, H=5.6' 1 DD - i _------- O 24 x.125.6 LF RCP _. -- FG...aG-501 .. 360 DRAINAGE --PROFILES- -'�-- _-, 350 a.t e/ FL 357 48 b —� FL 357:30 0 FL 35].20 T FL 35fi 98 - 340 --- - - SYSTEM No 506. FL 356.21 330 - DRAINAGE SYSTEM No. 06631) ' IDENTICAL ' OGI INLET W/ 24-12 GRATE, H=5.5 024" x 60.5 LF RLP SYSTEM Ne 507 L,__._ Q;G2 INLET W/ 24-12 GRATE, H=5_.5' G2 INLET W/ 24712 _GRATE, N=5. i b' _ OL24' x 123.6 -FRCP ' ',024 x 57.6 LF RCP 2.50' Rt STA 'A 192+ 6.40 3.75' R+ STA A' 193+49.99 ---- G , GRATE 3b3.28 RATE 362.91 370 - FG'. 6G c 501 e 360- — _ — 350 _- n 0.3yZ _.-$.1y5Z 340 u „ FL 357 1B _ FL 357.41 : FL 356.17 330 `-- A DRINAGE SYS � -- -- 7EML No. .-- 76.96'. Rt STA "A': 199+00.15 70.59'. RE STA A'.197+00.06 GRATE 362,98_; GRATE 136266 I ------F--,'fi9.00' R4 -STA A 196+42. AS BUILT CONTRACT- C.C.A. DATE R.E. NAME J%% Ah / 44-� R.E. Signature forf at, provat of As -Built infornqfon --- too eax m a`--� o9-ze-zotz x¢mslzxzo vwssss zxcroscx nuxs 4rvx0vAL oars P ...... d for: CITY OF BAKERSFIELD 16DO TRV%TUN AVENUE 2150' R+ STA A .188+25.53 GRATE 361.71 - - ----- 380_ 4.1. ___-5o c 370 _360 _ _ 350 FL 354 40 340 90a _ _IDEN T I C AL 330 SYSTEM No.408 � SEE SHEET. DP -12 - �. ---'----- DRAINAGE SYSTEM No. 506 380 O24 x:57 9 LF RCP loo* 24' 100.2 LF RCP .. O GD1 INLET W/2.24-12 GRATE H=5.6 DD 7 370 O GD1 INLET: W12.24-12 GRATE, H=5.6' 1 DD - i _------- O 24 x.125.6 LF RCP _. -- FG...aG-501 .. 360 DRAINAGE --PROFILES- -'�-- _-, 350 a.t e/ FL 357 48 b —� FL 357:30 0 FL 35].20 T FL 35fi 98 - 340 --- - - SYSTEM No 506. FL 356.21 330 - DRAINAGE SYSTEM No. 06631) ' IDENTICAL ' OGI INLET W/ 24-12 GRATE, H=5.5 024" x 60.5 LF RLP 2150' R+ STA A .188+25.53 GRATE 361.71 - - ----- 380_ 4.1. ___-5o c 370 _360 _ _ 350 FL 354 40 340 90a _ _IDEN T I C AL 330 SYSTEM No.408 � SEE SHEET. DP -12 - �. ---'----- DRAINAGE SYSTEM No. 506 380 O24 x:57 9 LF RCP loo* 24' 100.2 LF RCP .. O GD1 INLET W/2.24-12 GRATE H=5.6 DD 7 370 O GD1 INLET: W12.24-12 GRATE, H=5.6' 1 DD - i _------- O 24 x.125.6 LF RCP _. -- FG...aG-501 .. 360 DRAINAGE --PROFILES- -'�-- _-, 350 a.t e/ FL 357 48 b —� FL 357:30 0 FL 35].20 T FL 35fi 98 - 340 --- - - FL 356.21 330 - DRAINAGE SYSTEM No. 06631) ' IDENTICAL ' 2150' R+ STA A .188+25.53 GRATE 361.71 - - ----- 380_ 4.1. ___-5o c 370 _360 _ _ 350 FL 354 40 340 90a _ _IDEN T I C AL 330 SYSTEM No.408 � SEE SHEET. DP -12 - �. ---'----- DRAINAGE SYSTEM No. 506 OGD1 INLET W/2x24 12 GRATE, H=5. 5D1D_.1 O24 x:57 9 LF RCP 24' 100.2 LF RCP .. O GD1 INLET W/2.24-12 GRATE H=5.6 DD 7 _`_ ` f-_------ O GD1 INLET: W12.24-12 GRATE, H=5.6' 1 DD - i _------- O 24 x.125.6 LF RCP _. -- -.__ .. .. ;. _ _ DRAINAGE --PROFILES- -'�-- ___ THIS PLAN ACCURATE FOR _DRAINAGE WORK ONLY,,. DP -14! SCALE: .Vert - I1" _ 20' ie fbname. D.a.�. 74.p1 D. cN IWESTSIDE PARKWAY - PHASE 6C LARDUCCI CRONOUIST CITY OF BAKERSFIELDi CALIFORNIA T9WP6C ❑. Dare: 12 R. . ROBERnae or: 09!28/20TS PUBLIC WORKS DEPARTMENT ---- -_'-_------------------- ----- - ILA - I/O AL _ _ _ _ _ �cisr¢xso vxorssv sxsuux uxs eaaxove: xArE -_____ Frepa rea far: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pre pa AA ratl--by: /�1-� 24 x 35.fi LF RCP _ eO 24 :x 50.0 LF RCP c G- O --- INLET W/2 24 12 GR ATE, H 5.5',,. O 02 LNLEi W! 24.12 GRATE, H 5.5' --- __-..,--- 00 ] -__>.__ ,�. -_,---- _-------- _____SYSTEM SYSTEMNo: 910 e -f 69.00' RtETAA' 201+21 80 ___-__ -- __-__'- ,.0 G2 INLET WF 24-12 --- GRATE, F-5.5' --- ---... ,. _.---- 0,24 ,x 132.7 LF .RCP GRATE 363.89 - bO 29 x 41.0 LF RCP eO G2 INLET N/ 24-12 GRATE, H=5.5' 0 28% _ c�GD1 INLET W/2x24 12 GRATE n 55 DD -7 024 x 100.0 LF RCP g FL 358.39 - o r - 0 R+ STA D4 105+22.50 0.00' 0.00 R+ STA 04 104+27.43 --- ]Oa _ _ � _ _ AT 3]; 2.30 � ',- GRATE 370-65 G9.00' Rt STA A 204+24 95 - �Rt 'D4" _ ___� �' --- --- -- ------- STA 10p+]1.80 A 200+]1.98 - . SYSTEM Nn.-. 509 . GRATE GRATE 364.18 - - Oo G1 INLET W/ 24-12 GRATE, 0=5.5' Otl 24"-x 132.8 LF RCP -, AL _ _ _ _ _ �cisr¢xso vxorssv sxsuux uxs eaaxove: xArE -_____ Frepa rea far: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pre pa AA ratl--by: /�1-� 24 x 35.fi LF RCP _ eO 24 :x 50.0 LF RCP c G- O --- INLET W/2 24 12 GR ATE, H 5.5',,. O 02 LNLEi W! 24.12 GRATE, H 5.5' --- __-..,--- 00 ] -__>.__ ,�. -_,---- _-------- _____SYSTEM SYSTEMNo: 910 e -f 69.00' RtETAA' 201+21 80 ___-__ -- __-__'- ,.0 G2 INLET WF 24-12 --- GRATE, F-5.5' --- ---... ,. _.---- 0,24 ,x 132.7 LF .RCP GRATE 363.89 - bO 29 x 41.0 LF RCP eO G2 INLET N/ 24-12 GRATE, H=5.5' 0 28% _ c�GD1 INLET W/2x24 12 GRATE n 55 DD -7 024 x 100.0 LF RCP g FL 358.39 - o r - 0 R+ STA D4 105+22.50 0.00' 0.00 R+ STA 04 104+27.43 --- ]Oa _ _ � _ _ AT 3]; 2.30 � ',- GRATE 370-65 G9.00' Rt STA A 204+24 95 - �Rt 'D4" _ ___� �' --- --- -- ------- STA 10p+]1.80 A 200+]1.98 - � GRATE GRATE GRATE 364.18 GRATE GRATE 6 79 363.]9 I. 'r _ - _ b.... 370 __..,_.. I. a_b -_— c --____• FC OG - __'. : 501 '. c Fc 0c $01 k -. ' 370 360 ---'' . — t 5sz - '-- --- -- _--- —_. _ _ 14.22% ---- _.__.._360_. 350 1 .21 o.i �'. 0.172 - 350 -__ —� yiz --- Fl- 02' _� �... __ FL 36680 :__. _ `-- _. d -.-FL35909` - -340 340 FL 358.68 FL 358.25 - FL 365.15 FL 359.32 _ _- L70 --- go. -- - '----- __- DRAINAGE SYSTEM No. ,.'.� IDENTICAL ESESHEET DP 13 - - IDENTICAL 'DRAINAGESYSTEM No.' 10 SEE SHEET DR -13 - -- DRAINAGE- PROFILES - -` THIS PLAN., ACCURATE FOR DRAINkGF_NORK ONLY-:-____ p •.. DP ---_- -SCALE: _. .. - MOr12 i".= 20' ____,.------ 'r !Vert - 'I" = 20' a..is mn: Dote.' Resor mn: -opo.,,: vieame. WESTSIRE PARKWAY -PHASE BC sfielea r5.plg D. GHILARDUCCi Job No.: Engin CITY OF BAKERSFIELD, CALIFORNIA _ i9wP6C D.CRONOUISTeer: oo+o: 09/28/2012 ne Kea br: M. ROB RTS PUBLIC WORKS DEPARTMENT .. r 5HEET TOTAL ___ _ _ HO. SHEETS - i.. opnOT [sS,gV, 102 3<i _rte D' Lt STA A 218+84 90 GRA ___ - _ TE 370 ST ]30]] SYSTEM No 563 3.00' Lt STA "A 219+0 ].]0 - •S 1cW��/1 x - ----O GD1 INLET W/ 2x24 12 GRATE, H_9.1" PER 1G ] GRATE 370.94 OO GD1 INLET W/ 2x24 12 GRATE H 5.] PER (P.- ] uLlr 3 00' Lt STA A 219+59 90 O24' 112.T LF :RCP ' 0 24 x 71.0 LF RCP _ CRATE 371 OS d� c0.GD1 INLET W/ 2.24-12 GRATE, H-6 I' PER �7 024 x 13 3 LF PCP 370 05 05 2oR 111 24 L_ _ _ IEGISTEXF➢ PPL(ESS:OIyY EX611F£P PLANS APPROVAL DATE x 2224 LF RCP L-- - -_- - - --- - tl0.24" 0 GD1 INLET W/ 2x24 12 GRATE, H 5.5' PER t - ] FL 365.34 _ 360 Prepared For: D -23Y 3150 CITY OF BAKERSFIELD G2 -INLET W/ 24.12 GRATE H=6.8' O x 22.7 LF RCP � 0, 1% _ 0.21% _. - - - - - y -- 315.55 -- 1600 TRUXTUN AVENUE 0,24" x 226.6 LF IRCP 0 GD1 INLET W/ 2x24 12 GRATE, H-5.5' PER �] u z - FL 365A4 -` FL - 340 BAKERSFIELD CALIFONrvIn 93301 OIGRATE, FL x365.37 . ---_--- -- 12 GR A7E, H=9.i" 0024 x 52.4 LF RCP : - Iz o - Prepared by: 9 G2 INLET W/ 24 O 24" x 51.4 LF RCP O .. __- ..._ P a- L - --- p CD1 INLET W/ 2x24 12 CRATE H 5 5 PER L -'--' 3.00 Lt STA "A" 218+11.50 T --- _-.-__ L _- --,--_ 59.00'Lt STA "A"218+7i 10 - - GRATE 370.83 - ._-T _ ___ L. . _-- -- --' Cft4TE '9 ]0.90 � - - �--59.00' Lt STA 216+45.00 9o- - - __ __ GRATE 36.9.04.- , 4 L 370 -- .w' _ -- _ . _ _ _ _ _ - 360 z ----------- --------- ---- J --- 0.17% _ 0.4TL -L _- . ___---------- :_ - 0.1 i'/.f__` --_.. `: ( 350 SYSTEM No. 503 -O- -- --- FL .361.85 _FL 361.76 FL 364.64 ----- ------- REMOVE 340 :a - Exist PLUG °° G2 INLET W/ TYPE 24-12 GRATE, H-5.5' _- ------- -` -` DRAINAGE SYSTEM Nb. BS °I 24 .x 80.0 LF REP __--_ °k Ex'st INLET, ADJUST TO GRADE PER 1 _.-- QEx st INLET ADJUST TO GRADE PER 1 Exist INLET, ADJUST TO GRADE PER --- D10--- -:, 59.00' '.L+ STA "'A" 213.09.86 --` 59.00; Lt STA 'A" 214+22.60 -_-;. 59.00' Lt STA "p" 216+45.00 _- 69.00' Rt STA A 214+22.60 69.00' Rt STA "A" 215+00.00 -- ---7FG._.. OG . +,- a _ '--FG 6 I,.k ... 370. ___'__`__ _L__•___ x . �,--•-_ -_. g I; 370 360 - - - -- _ _ - - - -..z -- - _- -- - - 360 --- - - --- -a 17/.-; - ---0.17'/. - � - 0.90E _ - 350 FL 62. 1 $2 - FL 362.24 i FL 363 00 }62.28 __340 350 340 TCdONTRACT REMOVEFL Exis+Pwc �A EMO. ___.. DRpINA E SYSTEM Na. 8 DRAINAGE SYSTEM No. O8 Z12.' R.E. NNMEII i G --DRAINAGE--PROFILES ignature foroval - �� Of A$ -Built infor'mat ion -_ ___ THIS PLAN -ACCURATE FOR -DRAIN AGE WORK ONLY. __DP -16 - 'J' - � SCALE. Vert = 20' Fill Nom o.. s6cib0ls.ol D. G HILARDuccl WESTSIDE PARKWAY -PHASE SC oe No.: EI91"ee1, CITY OF BAKERS-FIELDCALIFORNIA T9WP6C D. CRONOUIST ! PUBLIC WORKS DEPARTMENT - -1 Dme:Dneoxe13 09/28/2012 M. ROBE.1 er:ITI -------------------- 12.5-1Z8---'� - SYSTEM No. 550 - OMANHOLE, H_9.91 ..DID 2 xOCONDUCT FIELD LEAKAGE SOUND WAL --- - - TEST FOR INFILTRATION PER ---- j _ SEE WALL PLANS -Q'2 4 x 371.2 LF RCP. SPECIFICATIONS 103.94'R1 STA "A" 144+]L 87 '145 50`Rt STA A 144+50. K O MANHOLE, H 10.5 _ - so ____oo z F_ - 370 m - 'G xO24 x 371.2 LF ROD f x 17' RIM 356.0+ 370 __ __m360 , - O MANHOLE, n 9.3' '..- - 010 2 _ - 360 350 z _ _ roc - •Oz4 x 458.3 LF RCP 350 J 1j _O.Z - .-._ . N 9.4 D2 �._. - 340340 _ FL 346.64 5.07/ 344.45 MANHOLE, ____ FL 01.24' x 43.2 LF RLP - F OUTLET STRUCTURE PER DD_3 0 1261SIEPF➢ Fl ,551 FH4 MEED PI AHS dPPgOVnI 04iE Prepared fOr: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 AECOM 100.65' Rt STA 'A" 149+45.26' -__ - _. - --- 370 360 G - L ED OG �.. .. -- RIM 356.1+ r DRAINAGE SYSTEM -No_ -.50-- - -� o.1 TY a.i 7z 340 - -EL 348.68 __- . __ _,. _�.. � FL 348.05 _.'. 214.09' R+ s� RA A 1ST+02.20 ------ R: E. S ignature i for fal approval - - . RIM 358.6t - .. _ .... RIM 350.5+ _ ��1I b/y of As- uIlJ information 100.65' Rt STA 'A" 149+45.26' -__ - _. - --- 370 360 G - L ED OG �.. .. -- RIM 356.1+ r 340. SCALE' Vert o.1 TY a.i 7z 340 - -EL 348.68 __- . __ _,. _�.. � FL 348.05 _.'. 214.09' R+ s� RA A 1ST+02.20 --, 1TO.ST'R+ STA A' 153+19.51 R: E. S ignature i for fal approval - - . RIM 358.6t - .. _ .... RIM 350.5+ _ ��1I b/y of As- uIlJ information 370 --' DRAINAGE SYSTEM N.. L ' a 370 e TIE TO Exist RCP :. b ',. FG - c — 360 - — ---- . _ LO a 360 Fb,rz i - -_ T 20• -... - - DP -17 -. - :. — 350 z 350... _-- 340. SCALE' Vert o.1 TY a.i 7z 340 - -EL 348.68 __- . __ _,. _�.. � FL 348.05 _.'. --' DRAINAGE SYSTEM N.. - — ---- . DRAINAGE PROFILES -L .. THIS PLAN „ACCURATE FOR DRAINAGE WORK ONLY. Fb,rz i - -_ T 20• -... - - DP -17 -. - vermis «, ome: odsC n'n°�< - - .I" 20l F lie name: .�. sscrem l.plg ND. cHILARDucci WESTB/DE PARKWAY -PRASE SC r9wP5c D.cRONOUIST CITY OF BAKERSFIELD, CALIFORNIA Dara09/28/2012 : cM"R0'R ERT5Dy: PUBLIC WORKS DEPARTMENT . I L.J-IIO SYSTEM No. 551 OTYPE A CATCH BASIN 1 W/3.5' WIDE OPENING, H=3.2' DD -3 O18 x 78 LF CLASS IV RCP BACKFILL W/2 SACK SLURRY O MANHOLE, H=7.3' 1 DD -2 Sok 165 48.00' Lt STA "C" 0 FL Y--, 7 NOR 3cS4. +t. FL 355-.-B0 DEP35(.2-1 252.1DZG' 0" SE 35$: AS 1 CON CT No. I (' C.C.A. ATE - RENAME R.E. Signature for final'approval of As -Built information n' 34.5'± Lt STA RIM 356.1± C CCO No. 011 - Sheet 7 of 11 Od 18" x 14 LF CLASS 1V RCP OTYPE A CATCH BASIN1 W/3.5' WIDE OPENING, H=4.7' DD -3 u t''Pl> C" 924-7$-v00 ('ase 72+-114 -35-3 o FG 0.20% � -24" GAS* = F L. 3-5r6 353.33 7 FL 348.8± Exist 18" STORM DRAIN DRAINAGE SYSTEM No. 661 U -+65 43.00' Rt STA "C" Qi+B FL x, 6. 7 NOR 351•_t3 FL 3§-66 DE P gS(o.a* L41 (2) 4" AT&T 1 2" WA -TER FL 4-5e-.-5-2 351'13 4" GAS,** 3 52.11 7VP Ptp' 4 0, 6' LLL-:ik — 12.5-178 Curb Opening C.H.&D. Limits 1° PLAN PLAN INLET IN GRADE SAG INLET ON GRADE --------------------------------------------------------------------------------------------, NOTES: 1. Gutter 0 ression shall be class B" P.C.C. 6.0" thick. 2. Expansion material or LD" deep joint between box and wings. 3. C.H. = Curb Height 4. C.H.&D. = Curb Height old Depression - Norma I C.H. SH pET �E K oeosasow 1oa 3a4s � onrv1EL R N if�C 130]] pt2/3111 CIVIL Lexs 094123 icrosrL9Lo r9orLss. oya sx9mcE9 a>r�v>L Dei9 P ..... ad {or: CITY OF BAKERSFIELD 1600 TROXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Preparedww b --y: F�owl4ne utter of Normal C.H. GW+er Depression Normal C.H. "NAME BUILT Normal G.tt., W;Pca ^ Level Paline Tap of 3-201 — -- -- — — caro ,Clear10'pening6.0" 6.0" Clear Opening 3.0"PROFILE PROFILE Ina approval INLET IN GRADE SAG INLET ON GRADE of As -Built information n GUTTER DEPRESSIONS -1 DRAINAGE DETAILS NO SCALE DD -1 WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ------------------------- 12.5-178_ _J I -------------------------------------------------------------------------------------------------------------------------------------------, I foci I 40" Min. I I 4..5Max. I PLAN AT SURFACE Where incoming and outgoing pipes in a manhole vary n size, extend lower halves f Wipes 8.0 beyond inside o£ all and shape transition lhannel be+ween sods Of ower halves of pipes. PLAN AT BOTTOM SECTION n STANDARD MANHOLE DETAIL �2 AS BUILT CONTRACT No. u C.C.A. DATE R.E. NAME e R.E. 5ignature forinal approval of AS -Built information NOTES 1. All frames and covers shall bet. for accuracy of fit and shall be marked n sets prior to delivery. 2. The seats of frames and bearing faces of thevers shall be machined for a smooth non -rocking fit between the two costings. 3. Cali qqs shall be thoroughly cleaned and diTed twice in a dcIu1Ck-drying,.jet-black asphaltic compountl to provitla a protect roe coating, 4. All frames and covers shall be gray cast iron, free from warps, Cracks, holes? oles swells and Cold -shot, antl shall have a workmanlike din ish. highway loading should be H5 20-44. 5. Castingas shall conform to The provisions of the speCifica}ions for grey -iron castings, serial designation ASTM: A-40, Class No. 308. 6. The name of the manufacturing company shall be on the underside of the cover. i. Manhole from. shall weigh not less than 120 lbs. IDS. The cover shall e nor ore Than 250 igh not less than 120 lbs. nor more than 200 lbs. 0. Manhole covers shall have self draining blind pick hole unless otherwise approved by the City Engineer. 9. The 2.0° pattern letters on the manhole Covers shall have the following designation: DRAIN 10. Assembly shall be designed for highway loading of HS 20-44 11. 2.0" X 1.0" diamond mat 0.125" deep. SECTION A -A 1.5" self drain blind pick hole AI hatch lid to find pick hole 1.0" pattern letters, 0.125" high bNV. 105 3<4 _eP CFONOUI ST i307T m 12/3 v1 crvD �'OP'a uta, PELI SiEPF➢ 1PdE5510fNk ER IXEEX PUNS °PPPOV<L eni "So for: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pr¢p"ad bby/:�/��� A-= MnPi •• Machined e Daoil "A" �� Surfaces Tape Taper Cover Frame DETAIL "A" 1.0" pattern letters, 0.125" high 2.0" pattern letters, 0.125" high IA See note 11. 1.0" pattern letters, 0.125" high. Location for county of origin MANHOLE n FRAMES AND COVERS FOR MANHOLES o -z DRAINAGE DETAILS NO SCALE DD -2 i6Cla002.p1g D. OHILARDUCCI WESTSIDE PARKWAY - PHASE SC 9;neer, CITY OF BAKERSFIELD T9WP6C ❑. CRONOUIST , CALIFORNIA Coeckea cy: PUBLIC WORKS DEPARTMENT 09/28/2012 M. ROBERTS iMISINA P.C�C. slab not to be poured until paving is 'n• place. @lab antl Iis R=0.5" to be 0.125' to 0.25' below new finished paving. 1 MANHOLE NOTES: 1. All Work shop conform to the appplicable sections f the 'Standard specifications entitled Speewpotions, State of California, Department Transportation", v '^. of approved current edition. 02. -f All unlined manhole (Slate shall be filled with Kent seal 2.0' MIN a or approved black mas'£is equal. Inside of manholes must -be mortared and neatly raked or wiped on inside of pipe. a 3. Pre -cast reinforced manhole sections shall constructed cu accordance with the provisions of ASTM C-4 78 T0, o current edition. rvo 4. Concrete pad shall be cured with a white pigmented auriQ? compound as per section 90-7.018 of the standard specifications. 5. All channels shall be smooth finished with steel trowel. Shelf shall be broom finished for slip resistance. 6. For frame and cover details, see 2/00-2 4.0' Did.. e SECTION n STANDARD MANHOLE DETAIL �2 AS BUILT CONTRACT No. u C.C.A. DATE R.E. NAME e R.E. 5ignature forinal approval of AS -Built information NOTES 1. All frames and covers shall bet. for accuracy of fit and shall be marked n sets prior to delivery. 2. The seats of frames and bearing faces of thevers shall be machined for a smooth non -rocking fit between the two costings. 3. Cali qqs shall be thoroughly cleaned and diTed twice in a dcIu1Ck-drying,.jet-black asphaltic compountl to provitla a protect roe coating, 4. All frames and covers shall be gray cast iron, free from warps, Cracks, holes? oles swells and Cold -shot, antl shall have a workmanlike din ish. highway loading should be H5 20-44. 5. Castingas shall conform to The provisions of the speCifica}ions for grey -iron castings, serial designation ASTM: A-40, Class No. 308. 6. The name of the manufacturing company shall be on the underside of the cover. i. Manhole from. shall weigh not less than 120 lbs. IDS. The cover shall e nor ore Than 250 igh not less than 120 lbs. nor more than 200 lbs. 0. Manhole covers shall have self draining blind pick hole unless otherwise approved by the City Engineer. 9. The 2.0° pattern letters on the manhole Covers shall have the following designation: DRAIN 10. Assembly shall be designed for highway loading of HS 20-44 11. 2.0" X 1.0" diamond mat 0.125" deep. SECTION A -A 1.5" self drain blind pick hole AI hatch lid to find pick hole 1.0" pattern letters, 0.125" high bNV. 105 3<4 _eP CFONOUI ST i307T m 12/3 v1 crvD �'OP'a uta, PELI SiEPF➢ 1PdE5510fNk ER IXEEX PUNS °PPPOV<L eni "So for: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pr¢p"ad bby/:�/��� A-= MnPi •• Machined e Daoil "A" �� Surfaces Tape Taper Cover Frame DETAIL "A" 1.0" pattern letters, 0.125" high 2.0" pattern letters, 0.125" high IA See note 11. 1.0" pattern letters, 0.125" high. Location for county of origin MANHOLE n FRAMES AND COVERS FOR MANHOLES o -z DRAINAGE DETAILS NO SCALE DD -2 i6Cla002.p1g D. OHILARDUCCI WESTSIDE PARKWAY - PHASE SC 9;neer, CITY OF BAKERSFIELD T9WP6C ❑. CRONOUIST , CALIFORNIA Coeckea cy: PUBLIC WORKS DEPARTMENT 09/28/2012 M. ROBERTS iMISINA 8 6•• 3'- B• ._ Reinforcing steel, see plan view 0, Adjusting nuts and secured in plate is in proper R=0.25" to be lace position tightened when welded to angle 6" from ends mox\rpO 0 NOTES: tole 0 - ��� 1. Al l work shall conform to "Standar le sections of +he 5 current specifications entitled ed cations, cx\moo Transportation tationi Sta+e of California, Business and Transportation Agency, c Normal Rutter al L- 4- rflaw 2. Side slopes shall not exceed 2:1 la. 3. All exposed metal 'n the outlet structure steal be hot n dipped galvanized after fabrication. 4. Concrete shall contain no additives unless prior written approval is obtained from the City Engineer. 'w Alhambra foundry compound comp)Ying to section 90],018 of the - curb armor #A-3911 1•• SECTION 6. No pipe bells shall be placed in the structures. w/anchors or equal DRAINAGE BASIN OUTLET STRUCTURE Protection bar < ooAL- = _ #'� see note i v 0.5" Dia. StirrupR=1 Frame &pCover suppa f belt W/heX nuts - �Ao - I l is I I g•' I R_3.. tit Expansion material STEEL PLATE DETAIL or 2 deep Curb between bojoint x and Gu++er depression m n atl bgr3 bent tlawn ✓ cj imbedded into 'p wall 12" ty P. o' rcq Bar - Total of 4 PLAN < n. >. . . Alhambra Foundry 0V. frame & cover $30 with 2.]5'j' slain less steel socket See steel bead + screws (set plate detail o Pa. and finish Sidewalk - 12" flush) or equal. slope 2.0% 'a + �f' REINFORCING AROUND PIPE _----- NOTES: 1 CLR 1. All work Shia I conform to the applicable Sections of the current specifica+ions entitled 'Standard Specifications, No. 4 bar State of California, Business and Transportation A envy, J, So note 9 Q w Department of Transportation", approved current e�i+ion. o P. Rounded., R=pipe 01. 0 2. Slob to be poured monolithic with sidewalk is required 2" CLR , wall th,okness ' - or needs replacing. surfaces of all exposed concrete snail o match slope, fmushh, color, antl Scaring of adjacent concrete. Slope to outlet from 3. Catch basin walls shall be increased by 2.0" minimum all at in thickness 'f poured against natural ground in lieu of outside face iforms. 4. Walleinforcing shall be No. 4 hors at 1.5'O.C. both Pe I ways. All reinforcing shall be No. 4 bars 1.5' clear of inside 1 ace unless otherwise shown. 5. All exposed metal parts shall be galvanized after fabrication. 6. Suppe t §alts shall be installed when length of opening ' Water stops esceeas 5.0 and sholl be spaced between 3. Q' to 5.0'O. C. plastic P, ]. When curb opening,dic.exceeds 5'-6", a plain round steel Sub ratle is protection bar 1.0 n die. shall be installed. Bar shall be opt9onal with 8" 3'-B" mbeatlea 5.0" at each end. contractor S. Pipe shall be as specified ar as directed by the City En ineer. SECTION A -A The angular cut on he pipe shall be made a6 directed by Y�e City Engineer. 9. All concrete shall be class "A" and shall be within 2.5' to 5.5" slump. 10. Shall be constructed with Gutter Depression per 3/DD-1 n STANDARD TYPE "A" CATCH BASIN O.D. of Pipe + 2'-0" 0.375" x 2" Flat bar (length = pipe O.D. + 10") 0.5" bars at G" O.C. o+ �n D- a. 0.375" GalVanizetl machine bolts into lead shields III®11811®I€III€Ill�l Wald 0.5" hors to flat bars at tap and bottom 0.375" x 2'-0" 5" bar ELE NATION OUTLET 5 RUCTURE I NO. Sx EEi p.a �oA� los 3aa Xo ANIEL 5 � «' CFONOUISi ^ p12131 /1 mva PELISifPm PPOf E5510fKf 110 .1 PLANS APPROVAL P1TE P ..pared for: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 PrepareoA -bb�,:: ••,, A-� M AS BUILT CONTRACT No./ 1612 (q L C.C.A, DApTE�JIi- JJR .E.4Nfi1G-�/./. R.E. Signature for final approval DRAINAGE DETAILS NO SCALE DD -3 WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 12.b-116 I PLAN 2.75" x e" Anchor Bolts welded to angle 6" from ends mox\rpO 0 NOTES: tole 0 - ��� 1. Al l work shall conform to "Standar le sections of +he 5 current specifications entitled ed cations, cx\moo Transportation tationi Sta+e of California, Business and Transportation Agency, Department of iranspor+.tion', approved current eai+ion. .po6� 4- 2. Side slopes shall not exceed 2:1 3. All exposed metal 'n the outlet structure steal be hot n dipped galvanized after fabrication. 4. Concrete shall contain no additives unless prior written approval is obtained from the City Engineer. 4. 5. Concrete shall be Curedith a white pigmented curing compound comp)Ying to section 90],018 of the standard specifications. 4� SECTION 6. No pipe bells shall be placed in the structures. ]. Grate shall be bolted closed prior to completion of work. DRAINAGE BASIN OUTLET STRUCTURE DRAINAGE DETAILS NO SCALE DD -3 WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 12.b-116 I Exist DRAINAGE PIPE, ,�TO REMAIN (PROTECT IN PLACE) +X P a, L A P NOT SHEETE NO PAN IEL S. f9e_ CIVIL PELISRPfO PP[fE ffl Md PLANS APPROVAL OpiE Prepared for: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 933D1 Pr¢paraoJbbl: A-E—COM AS BUILT> CONTRACT No. 9 Co C.C.A. DATE y —/3 —20 /.S R.E. NAME t2'7. GiJ G.�1r� R. E. Signature for finaK44roval of As -Built information NOTE: NO CHANCES TO BASIN GEOMETRY ARE PROPOSED. THIS SHEET PROVIDED FOR INFORMATION ONLY. Volume Requirecl = 1,0 oa-ft Exist Volume Provided = 2.17 ac -ft Maximum Water Depth = 2 ft Exist Bottom of Basin = 364.00 Elevation (ft) Contour Area (sq. ft) 364 45,300 366 52,800 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. DRAINAGE DETAILS SCALE: 1— 40' DD -4 ie none. D.a.,.: S6C1,004.p Ig D. GHILARDUCC1 WESTS/DE PARKWAY - PHASE BC Job rvo.: evgi nee r. T9WP6C D.caoNomsT C/TY OF BAKERSFIELD, CALIFORNIA Rat.: cheex.a ev: 09/28/ZmZ M. ROBERTS PUBLIC WORKS DEPARTMENT IL.J-'I/ MADISON MICHELLE WAY 90, STOCRDALE Hwy CATCH BASIN MODIFICATION DETAIL 0 0 ------------------------ - -------------------------- =XEo, SEE. nos Usso4X 108 E ]44 5 e4�pANIEL S�P� FN 1301i Yrr, CIu1L PE614EPEX leFilegilt EX4I11EEP 4PPPpVCL101iE Prepared far: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAILERSF HE LO CALIFORNIA 93301 Prepared by: IX1�� 3 AS CONTRACT No.' Li/'�g G Exist 3.5' wide Type -A C.C.A. DATE U67n and replace with Q1_1 [ Type -A catch hain per detail, R.E an . NAME_���� d {l -Aline elevattions itch existing R. E. signature fo f approval of As -Built information DRAINAGE DETAILS NO SCALE DD -5 D. OHILARDUCCI WESTSIDE PARKWAY - PRASE SC ae : D. CRONOUIST CITY OF BAKERSFIELDs CALIFORNIA D. M 7ROBERTs PUBLIC WORKS DEPARTMENT AS BUILT CONTRACT No. C.C.A. DATE R.E. NAME—It, A.E. Signature for Mal approval aTo6R of As -Built information 2 Contour Area (sq. ft) 344.50 14,100 346.00 ssT . 348.00 20,100 350.00 23,500 352.00 53{9i5 354.00 30,400 109 PS No CHANGES TO BASIN GEOMETRY ARE PROPOSED. r f ef�pANIEL THIS SHEET PROVIDED FOR INFORMATION ONLY. /" SHONaNI , ,13071 Volume RegoiU re = 3.40 -ft ml2L3t it = 3.88 ac -ft OC / HIGH WATER o I" Maximum Water Depth = 8.5 It 1 - 344.50 '_ I Z fI r I�fj' 145 1 \ K- -LU -1-19W -1-K PLAm 4PPBOVOLt DRE 4 I Preppred For: - CITY OF BAKERSFIELD 1600 T'UKTUN AVENUE BAKERSFIELD CALIFORNIA 93301 w - - P,.. ed by: - /LSV/n -� SOUND WALL, n ...., tr' - SEE WALL PLANS ---- j DRAINAGE PIPE, - SEE DRAINAGE PLANS �, 1 Exist FENCE (TO REMAIN) WOpO, y N \N Cl Exist RAMR ofe .`EKtsb\eETaf?aoptoUf Exist DRAINAGE PLAN L I, O REMAIN a AIN) (PROTECT IN PLACE) aj I - I a I� — ) Elevation (ft) Contour Area (sq. ft) 344.50 14,100 346.00 16,900 348.00 20,100 350.00 23,500 352.00 27,000 354.00 30,400 No CHANGES TO BASIN GEOMETRY ARE PROPOSED. V THIS SHEET PROVIDED FOR INFORMATION ONLY. /" , Volume RegoiU re = 3.40 -ft Exist Volume Provided = 3.88 ac -ft OC / HIGH WATER o I" Maximum Water Depth = 8.5 It Exist Bottom of Bas'n - 344.50 '_ I Z fI r I�fj' Exist DRAINAGE PLAN L I, O REMAIN a AIN) (PROTECT IN PLACE) aj I - I a I� — ) Elevation (ft) Contour Area (sq. ft) 344.50 14,100 346.00 16,900 348.00 20,100 350.00 23,500 352.00 27,000 354.00 30,400 �yH� I tf7' THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. DRAINAGE DETAILS SCALE: 1" 30' DD -6 rue NEn,e: DrEen: WESTSIDE PARKWAY - PRASE 6C 565io006.11 D. GHILARDUCCI JOE No.: Engineer: rewvfic D. caoNomST CITY OF BAKERSFIELD, CALIFORNIA DE. eEy: e: no9izaizol2 EM ewEROaBERTS PUBLIC WORKS DEPARTMENT 12.E 2 FLOW DIRECTION FL SHOWN ON PLANS 1j var 1 F a 11 S u4 #4C] HOOPS SEE TABLE B ET SEE TABLE B FOR HOOP SPACING H \ CENTER ON WALL. TABLE A CONCRETE i TYPE H=3'-0" TO 8'-0" (T= 6 1 EE ADDITIONAL PCC PER FT (CY3) � A .59 0.294 GD1 H=8'-1" TO 30'-0" T=8'9 T T �-- 4-0" ---1 T�� 1 0.394 F a 11 S u4 #4C] HOOPS SEE TABLE B ET SEE TABLE B FOR HOOP SPACING H \ CENTER ON WALL. TABLE A CONCRETE CUBIC YARD TYPE H=3'-0" TO 8'-0" (T= 6 1 H=3'-0" ADDITIONAL PCC PER FT (CY3) e" O.C. 12 .59 0.294 GD1 H=8'-1" TO 30'-0" T=8'9 373 lbs H=8'-1" I ADDITIONAL PCC PER FT (CY3) 3.90 1 0.394 24 - TABLE BASED ON 0" FLOOR SLAB. NO DEDUCTIONS OR ADJUSTMENTS ARE TO BE MADE TO THESE QUANTITIES BECAUSE OF PIPE OPENINGS, DIFFERENT FLOOR ALTERNATIVES OR DIFFERENT CURB TYPES. TABLE B 9:1 PLAN BOTTOM NOT - REINFORCED S, Y�/A T H— — 4'-0" — T — I 6 �- SECTION A -A TYPE GD1 INLET 31/a x IIAx 3'- 4T/g" BAR BOTH SIDES REINFORCEMENT SPACING DePtn from Hoop Grate (ft) Spaamg Vertical Spacing 0-10 12" O.C. 12"0-C._ 10-30 B" O.C. e" O.C. MISCELLANEOUS IRON & STEEL INLET TYPE GRATE TYPE No. OF GRATES WEIGHT GDT 24 - 12 2 616 lbs 24 - tCC 2 373 lbs 24 - 105 2 438 lbs 24 - 12X 2 455 lbs 24 - 13 2 356 lbs SEE NOTE 4 GRATE FRAME 4'-1'• NOTES: [4 X 3 x '/4 3'-4" /A y 311/i• 1. SEE STANDARD PLAN D]]A AND D]]B FOR ADDITIONAL FRAME AND CRATE DETAILS. 2. SEE NOTES FOR STANDARD PLAN D73 AND 074B. =EO.�L /4 3, 5%..4/2 Min 3.FOR "T" WALL THICKNESS, SEE TABLE A. '—'1 DIAMETER 4.WHEN TYPE 24-10S, 24-12X OR 24-13 GRATES ARE USED WITH ANCHOR PLACEMENT ANCHORS LONGITUDINAL SECTION GD1 INLETS, A /4" X 3'/2' X 3'-4%a"STEEL BAR SHALL BE WELDED ACROSS THE CENTER OF INLET FRAME TO SEPARATE THE INDIVIDUAL GRATES. TYPE GD1 INLET ASpB��UI T CONTRACT No. ;?w' ,Koa C C.C.A. DATE 41-13 201_' R.E. NAME �/?�.j6�- e/i K -6'A R.E. Signature f fina ppl of As -Built information DRAINAGE DETAILS NO SCALE DD -7 T9NP8C 0. a CRONOUIST 96C!o00].plg D./GHILARD000I WESTSIDE PARKWAY - PHASE BC No.: eer: CITY OF BAKERSFIELD, CALIFORNIA 0. e Fx' PUBLIC WORKS DEPARTMENT 09/28/2012 M. ROBERTS ------------------------12,5-178 ---'1 SXE ET iai. 5 5 [s aaohhp , pOs 3H eUp DAVID J. Ve a SCHERSC HEL i ", 515]2 9 ap6 /30/13 iPUC P£G14ERE PRBES5IMAL ENLINEEP DATE Prepared far: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Preporbdw -bby��: !'1=`an••,, ASpB��UI T CONTRACT No. ;?w' ,Koa C C.C.A. DATE 41-13 201_' R.E. NAME �/?�.j6�- e/i K -6'A R.E. Signature f fina ppl of As -Built information DRAINAGE DETAILS NO SCALE DD -7 T9NP8C 0. a CRONOUIST 96C!o00].plg D./GHILARD000I WESTSIDE PARKWAY - PHASE BC No.: eer: CITY OF BAKERSFIELD, CALIFORNIA 0. e Fx' PUBLIC WORKS DEPARTMENT 09/28/2012 M. ROBERTS ------------------------12,5-178 ---'1 r-------------------------------------------------------------------- v J b d / // / �P` / • vV / �,\'/O/ w DRAINAGE PIPE / Q'A' \ OVERFLOW WEIR SEF DRAINAGE PLANS \� i �f %R, \V / 6. S'CS /' "SEE-9DETAIL / -� TI ,j POMP STATION OUTLET //' STRUCTURE. SEE RENFRO RD OC PUMP PLANT PLANS FENCE PER ROADWAY PLANS i /Rp�P v A�& S MPi, i i RETENTION BASIN /� FF(SEETABLE FOR AS BUILT \ \ CONTOUR AREA) / 1 CONTRACT No. � iRIGH WAC,C.A. DATE R.E. NAME \ :1 t A SA t/. LO V�AA v� z�1 t1 _04' sT raelsream vxceessiw ns xEEx e�w snvvxovu DATE P repar.O for: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P r.,,odby: ww /e1---WM Note: 1.Side slopes shall not exceed 2:1. All area within fence shall be stet H,Ad with a permanent ster'lant such as Hyvor or approved equal. Application rate is 25 lbs/acre. A representative of the City of Bakersfield Department of Water Resources shall be on-site at the time of she r'I'zati0n. Volume Required = 13.1 ac -ft Volume P1.1cAO = 13.9 ac -ft Maximum Water Depth = 11 It Bottom of Basin = 330.00 Elevation (£t) Contour Area (sq. ft) 330.00 35,651 332.00 44,015 334.00 52,359 336.00 61,153 338.00 70,363 340.00 79,844 THIS PLAN ACCURATE FOR DRAINAGE WORK oNLy. DRAINAGE DETAILS SCALE: 1"- 40' DD -8 rlle Name: Bunn: 56C!cOO8,olQ D. GHLLARDUCCI WESTSIDE PARKWAY - PRASE 6C Engineer: aar9WPec D.caoNomsT CITY OF BAKERSF/EL D, CALIFORNIA Bate: "N"ReC Cyi 09/28/2012 M. ROBERTS PUBLIC WORKS DEPARTMENT STRUCTURE GENERAL: THIS STRUCTURE IS TO PROVIDE A CONTROLLED OVERFLOW IN THE EVENT THE DRAINAGE BASIN FILLS TO CAPACITY IN AN EMERGENCY SITUATION. NOTES 1. WALLS AND SLABS SHALL BE REINFORCED WITH u4 p 12" O.C., EACH WAY. CENTER BARS IN CONCRETE, UNLESS NOTED OTHERWISE. 2. INSTALL STEPS AS SHOWN ON PLANS WHERE WALL THICKNESS IS 6" OR GREATER. LOWEST RUNG SHALL BE 1'-0" ABOVE THE FLOOR AND HIGHEST RUNG NOT MORE THAN 6" BELOW TOP. THE DISTANCE BETWEEN STEPS SHALL NOT EXCEED 1'-0" AND SHALL BE UNIFORM THROUGHOUT THE HEIGHT OF THE WALL. STEP INSERTS MAY BE SUBSTITUTED FOR BAR STEPS. STEP INSERTS SHALL COMPLY WITH STATE INDUSTRIAL SAFTEY REQUIREMENTS. SEE CALTRANS STANDARD PLAN D74C FOR STEP DETAILS. 3. BASIN FLOOR SHALL HAVE WOOD TROWEL FINISH AND A MINIMUM SLOPE OF 1:12 FROM ALL DIRECTIONS TOWARD OUTLET PIPE. 4. GRATING SHALL CONFORM TO TYPE 24-9 PER CALTRANS STANDARD PLAN D77A. VARY WIDTH OF GRATING AS NECESSARY TO MATCH OVERALL BOX DIMENSIONS, ALL GRATING SHALL BE REMOVABLE WITH NO ONE PIECE WEIGHING MORE THAN 300 IUs. OVERFLOW WEIR PLAN OVERFLOW SECTION ------------------------------------------------------------------------- �DD-9 REMOVABLE CHAIN -ry 1/q" WEEP H 1e-12" MIN -_ eo,sss,a2,,( TOP OF BASIN-_� nEEf snag s E, Typ HOLE, OF CAULK W/ SYNTHETIC 5 SLAB EIev=342.00 p12" ON CENTER, null=lH __________________________ RUBBER & COVER W/ Min POST COLLAR __-- ___-- WEIR CRE STEL v- 41.00 3" x 3" x/X" BENT PLATE Ty TYP ___ EIev=341.00 - TOP OF NOIR. 21/i' Clr �.__ -_______� _--_----____ REINF. T T30TT _6 GRATING, F•6' V 42" RCP , TYP SLAR SEE NOTE 4 0. ` �.. eAL TOP OF GRATED SLOPE #4� SLOPE OVERFLOW SECTION ------------------------------------------------------------------------- ANDRAIL, SEE WQ-9 -ry 1/q" WEEP H 1e-12" MIN WALL eo,sss,a2,,( 112 nEEf snag s E, Typ HOLE, OF CAULK W/ SYNTHETIC 5 SLAB p12" ON CENTER, AS BUILz� R CREST RUBBER & COVER W/ Min POST COLLAR v- 41.00 3" x 3" x/X" BENT PLATE Ty TYP EACH WAY TOP OF NOIR. 21/i' Clr L.� -/Zo/S A.B. x 6 N 24" O.C. CONCRETE REINF. T T30TT AF F•6' TYP SLAR �.. eAL TOP OF GRATED anL Ver+ WALL REINFORCEMENT L WALL AS SHOWN ON PLANS EIev=340.00 1/2" LEVELING3"x5" rE RCP HOLE FILL GROUT W/ NON -SHRINK GROUT - C--/ L NELISTFPFU Npf i514"INAf�ENLIXfEP PLANS pPPPJV p2. DATE IS IN PLACE � D X EXTEND 1$" MIN. n HANDRAIL DETAIL INTO SOIL. UNDISTURBED 3'-0" MIN. pre pored far. SECTION CITY OF BAKERSFIELD CUTOFF WALL 1600 TRUXTUN AVENUE n BAKERSFIELD CALIFORNIA 93301 D-9 P,ep... U by: S HANDRAIL, SEE HANDRAIL NOTES 4 WEIR CREST, SEE 3' CONTINUOUS 1. ALL HANDRAILS SHALL BE FIXED _ (TYP BOTH S[pE 51 EIev= UNLESS NOTED OTHERWISE. TOR RAIL & POST 342.00 WEIR �' Wn_ -2. ALL HANDRAILS KICKPLATES, FLUSH SURFACE CREST & APPURTENANCES SHALL BE GALVANIZED STEEL. TEE FITTINGS EIev=341:00 10� -DP 1 CRATING TOP OFGRATE. ALL HANDRAILS SHALL BE IN EIev=340.00 ACCORDANCE WITH SAFETY DISCONTINUOUS CODE REQUIREMENTS. RAIL CONSTRUCTION JT ----- 4. PLACE CENTER OF HANDRAIL/POST Z 0><4 ANCHOR 5"' FROM EDGE OF CONCRETE UNLESS NOTED OTHERWISE. d _0 p 12" O.C. STEPS, SEE (EACH WAY) 6"-O" 0. C. 11/" Dia PIPE HANDRAIL, NOTE 2 SLOPE MAX. SEE NOTES Inv EIev= 335.00 ' . -� 14 42" RCP n WEIR CROSS SECTION EQUAL ANDRAIL, SEE WQ-9 1/q" WEEP H R. POST & WALL V. E, Typ HOLE, OF CAULK W/ SYNTHETIC 5 SLAB - AS BUILz� R CREST RUBBER & COVER W/ Min POST COLLAR v- 41.00 3" x 3" x/X" BENT PLATE TOP OF NOIR. SLAB O) WALL L.� -/Zo/S A.B. x 6 N 24" O.C. CONCRETE REINF. (REO b.) F•6' MIN. SLAR eAL TOP OF GRATED I Ver+ WALL REINFORCEMENT L WALL AS SHOWN ON PLANS EIev=340.00 1/2" LEVELING3"x5" DEEP HOLE FILL GROUT W/ NON -SHRINK GROUT 3" x 3" x ya" v A.B. x 6 p 24" o. C. AFTER POST CAST -IN-PLACE IS IN PLACE ure for In approva D As -Built information n HANDRAIL DETAIL 9 0-9 n WEIR CREST DETAIL DRAINAGE DETAILS NO SCALE DD -9 F' S6c c009.plg n D. GHILARDUCCI WESTSIDE PARKWAY - PHASE SC Rl�ef C/TY OF BAKERSFIELD rywv6c D. caorvom sT A CALIFORNIA 09128/2012 M. ROBERTSme=OB RY: PUBLIC WORKS DEPARTMENT --------- ------------- 12..0-. III I t)I I II I I II I I I I II. I i I I I I REMOVE AND REINSTALL Exist GRATE REMOVE Exist CONSTRUCTION PAPER —1111-1111—I EXIST INLET PORTION TO BE REMOVED AND RECONSTRUCTED TO GRADE Exist INLET PORTION TO REMAIN AFTER UPPER PORTION IS REMOVED, PLACE STEEL DOWELS WITH .5 BARS 18" O.C. EMBED 9" MIN. ADJUSTED INLET DETAIL i4 SLOPE TO GRADING CONCRETE (CONCRETE APRON) X g1L�l B —j PLAN 4 6'-6" 1.4 -If -2 tt4�0x II LL 6" INLET PER PLAN SECTION B -B CONCRETE APRON -------------------------------------------- AS BUILT CONTRACT No.T C.C.A. DATE R.E. NAME_ g4 6. G/; #6-0e,4r_ R.E. 5ignature Wr ftniol approval of AS -Built information e�tlpANIEL 5`e �y12/3 /1 .clsrcxco 'xWe5DVK Lwmren aver oe.c P repo ratl for: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P ...... dw —bb': AEWM Tn r•.. �iaasn+mi �...�� DRAINAGE DETAILS NO SCALE DD -10 Name. 56Ci0010.p1 U. GHILAROUCCI WESTSIDE PARKWAY — PRASE BC N,., C. CITY OF BAKERSFIELD T9WG6C D.. cROaoNomsT , CALIFORNIA eC PUBLIC WORKS DEPARTMENT '09/28/2012 M. ROBERTS -------------------------- 12.5_17$ -------------------------------------------------------------------------- --------------- 12.5-178 1 NOTES: 1. (N) - NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY. 2. PIPE JOINT TYPE 5 - STANDARD ADDED DRAINAGE SYSTEM No. 551 AS BUILT No. T9U/ 1lo /i_iz_-�.lc— approval information DRAINAGE QUANTITIES DQ -2 D.,GNILARD000I WESTSIDE PARKWAY - PHASE BC 9lnee.: D. CRONOUIST CITY OF BAKERSF/EL D, CALIFORNIA_ PUBLIC WORKS DEPARTMENT 12.5-178 -Vu IVU. U I 1- JI IUUL 0 UI I I .X,: vAN1EL o5. STRU TUNE ,r } )30)) cax ¢uNR� In T< - PEGISTFPE1WRfX41N/ PLANS APPROVAL DATE — — AS g i Proparctl for: - i — s CITY OF BAKERSFIELD — — —1600 AN TRUXTUN AVENUE W EE sty �., - Y - - W Q BAXERSFIELO CALIFORNIA 93301 d N? - Y Y N W W i W i & ¢AL¢ 3 y w o- $ P..Paratl by: o F A� 0 0 0At an stt I NOTES: 1. (N) - NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY. 2. PIPE JOINT TYPE 5 - STANDARD ADDED DRAINAGE SYSTEM No. 551 AS BUILT No. T9U/ 1lo /i_iz_-�.lc— approval information DRAINAGE QUANTITIES DQ -2 D.,GNILARD000I WESTSIDE PARKWAY - PHASE BC 9lnee.: D. CRONOUIST CITY OF BAKERSF/EL D, CALIFORNIA_ PUBLIC WORKS DEPARTMENT 12.5-178 NOTES: 1. (N) - NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY. 2. PIPE JOINT TYPE S - STANDARD Ell 00'\ J -J i T2= TC- &. , PL0APP0 012 REGISIfMO NNf E441 EX6INEFR 414 1PPRpViL Y<IE P ...... d for: CITY OF BAKERSFIELD 1900 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared by: A� AS No.Z E. Signafure foPfir6l approval As -Built information DRAINAGE QUANTITIES DQ -3 WESTSWE PARKWAY - PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 17 S-1 E Q R NOTES: 1. (N) - NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY. 2. PIPE JOINT TYPE S - STANDARD Ell 00'\ J -J i T2= TC- &. , PL0APP0 012 REGISIfMO NNf E441 EX6INEFR 414 1PPRpViL Y<IE P ...... d for: CITY OF BAKERSFIELD 1900 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared by: A� AS No.Z E. Signafure foPfir6l approval As -Built information DRAINAGE QUANTITIES DQ -3 WESTSWE PARKWAY - PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 17 S-1 12 ' w G a 2 m o u u o r a g y 5 4 _ b e y E e _. H ff ea e0 ea ea m en Pn en m NOTES: 1. (N) - NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY. 2. PIPE JOINT TYPE S - STANDARD Ell 00'\ J -J i T2= TC- &. , PL0APP0 012 REGISIfMO NNf E441 EX6INEFR 414 1PPRpViL Y<IE P ...... d for: CITY OF BAKERSFIELD 1900 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared by: A� AS No.Z E. Signafure foPfir6l approval As -Built information DRAINAGE QUANTITIES DQ -3 WESTSWE PARKWAY - PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 17 S-1 —.------------- __________________________________________________------------------------------------------------------------------------------- ___------------- i NOTES: 1. (N) - NOT A SEPARATE PAY ITEM. FOR INFORMATION 2. PIPE JOINT TYPE S - STANDARD (q /1\ 03/06/141 REVISED PER RFI #29 USERNAME =)USER=9MIar0ualp DGN FILE _) S:\DMJ4 Hartle\UU1.0D12\S,NA_CD\2901 AS BUILT �f /3-2dls 'ure for fi aI roval I information lizamrMAIMMI DRAINAGE QUANTITIES DQ -4 oro.o: D. GHILARDUCCI WESTS/DE PARKWAY - PHASE BC —El Xeer: 0. CRONOW ST CITY OF BAKERSFIELDA CALIFORNIA LOC M. ROBERTRTS PUBLIC WORKS DEPARTMENT 19 S-1 78 M. R CCO No. 011 - Sheet 4 xoressroxrf nT 399 rAN CULVERT STRUCTURE xAa IEL S. �Ae ]30]] e12/31 /1 • e�41w1��r9 g I— 09-20-2012 AEG—AHED PPDlE441 NLINFP PLANS IPPPOViI DATE Pra pa rc+d for : _ CITY OF BAKERSFIELD I A,— o — — —_ 1600 TRU%TUN AVENUE — _ o .� CALIFORNIA 93301 rBA#ERSFIELD Pe rctl�wE by: :/��u W _ _ S — pa --ma�y If If If fi f} }ql pea }ion TYPOG Inlet w/TR } }i �uy.,nmi u. NOTES: 1. (N) - NOT A SEPARATE PAY ITEM. FOR INFORMATION 2. PIPE JOINT TYPE S - STANDARD (q /1\ 03/06/141 REVISED PER RFI #29 USERNAME =)USER=9MIar0ualp DGN FILE _) S:\DMJ4 Hartle\UU1.0D12\S,NA_CD\2901 AS BUILT �f /3-2dls 'ure for fi aI roval I information lizamrMAIMMI DRAINAGE QUANTITIES DQ -4 oro.o: D. GHILARDUCCI WESTS/DE PARKWAY - PHASE BC —El Xeer: 0. CRONOW ST CITY OF BAKERSFIELDA CALIFORNIA LOC M. ROBERTRTS PUBLIC WORKS DEPARTMENT 19 S-1 78 M. R I 12.5-178 1 S CUjVFNT ST [JCTUP NXrssa+XxY� tte ]aa `4�VANIEL 5. x!, RN 730]7 'x y1,2/31 /12 ➢ CIVIL EE - C XE415iE0E6 PPoEESS OXJP EXL IXF£F L>NS 4PPPOV z_ $ a - - CITY OF BAKERSFIELD _ _ 1600 TRU%TUN AVENUE _ - BAKERSFIELD CALIFORNIA 93301 Preporetl by: - _ _ _ tion 4 i' r3 /�� If If If ft ftpn OR e ANIf Yon 0-2 607 5.5 1 2 616 2.3 TYPE 6D1 INLET 54.00' Lt STA °A" 122+66.00 607 0-2 b 105.0 5 l.5 24" PCP 64.00' Lt STA "d" 1221116.00 b 0-2 5.5 1 I 326 1 1.9 TYPE G2 INLET 67.00' Lt 5TA "A" 123+71.00 D-2 d ]IA 5 3.5 1 29" RCP 67.00' L1 STA "A" 123+71.00 0 D-2 5.5 1 1 1 1 236 0.5 6.0 TYPE OCP INLET IRCP PIPE] 6.00Pt STA "A" 123+71.00 D-2 j f 3.5 CONCRETE APRON 6.00' R+ STA "A" 123+71.00 f D-2 9 00.3 5 3.5 24" RCP 6.00' IF SEA "A" 123+71.00 g D-3 608 i5 I 1 326 1.9 TYPE G2 INLET 6L00' Lt STA T 127+39.85 608 0-3 b 79.6 5 3.5 2-0" RCP 67.00' Lt 5TA "A" 127+39.05 b p-3 5.5 I 1 326 1.9 TYPE GO INLET 61.00' Lt STA "A" 128+1 BAR 0-3 tl 79.6 29" PLP 67.00' L4 STA "A" 12B+10.46 0 D-3 i5 I 1 326 1.9 TYPE C2 INLET 61.00' L1 STA "A" 128+91.0] e D-3 T ]IA 5 3.5 24" RCP 6].00' Lt 57A °A" 120+10.46 f 0-3 g 5.5 1 236 0.5 6.0 TYPE GCP INLET REP PIPE) 6.00' IT STA "A" 127105.09 g D-3 h 3.5 CONCRETE APRON 6.00' P1 STA "A" 127+05.09 h 0-3 113.7 5 3.5 24" PCP 6.00' Rt STA "A" 127+05.09 D-3 5.5 1 2 616 2.3 TYPE LD1 INLET 6.00' R1 5TA "A" 128+10.46 D-3 k 3.5 CONCRETE APRON 6.00' Rt STA "A" 120+10.46 K AS BUILT D-3 112.0 5 3.5 24" PCP 6.00" Pt STA "A" 129+31.83 D -3 5.5 I I 236 0.5 6.0 TYPE GCP INLET IRCP PIPE] 6.00' Rt STA "A" 129+31.83 NTRACT No, FXP6 c D-3 0 3.5 CGNCRETE APRON 6.00' Pt ETA "A" 129+31.83 - DATE (� /3 0-3 p 71.9 5 3.5 24" PCP 6.00' Pt STA "A" 128+10.4fi 0-3 5.5 I I 326 1.9 TYPE G2 INLET 6].00' Lt STA "A" 125+39.80 .A. NAME-�� 201.6 5 3.5 29" RCP 6].00' Li 5TA "A" 125t39.80 5.5 1 1 326 L5 TYPE GI INLET 67.00' L4 ETA "A" 131+00.00 609 71.0 S 3.5 29" PCP 67.00' Li STA "A" 131+00.00 b 5.5 1 1 236 0.5 6A TYPE GCP INLET (RCP PIPEI 6.00' Pt 5TA "d" 131+00.00w 35CONCRETE APRON 6.00' Pt SIA "A" 131+00.0060.2 S ].5 24" PCP 6.00' P1 5TA "d" 131+00.00 . Signature for m pproval 5.5 1 I }26 L5 TYPE G1 INLET fi].W' Lt 5TA "A" 115+-0O.W 6,D 13b ]1A 5 3.5 24" RCP 6].W' L+ STA "A" 135+40.00° As -Built information 5.5 I 1 236 O.5 6.0 TYPE GCP INLET IRCP PIPE) 6.00" IN ETA "&° 140100.00 3.5 CONCRETE APRON 6.00' R1 5TA "A' 190+00.00 6B 29" PCP 6.00' R1 5TA "A" 140+00.00 1269.7 1 2 4 5 2 21 5 I1 4699 19.6 30.0 SUBTOTAL NOTES: 1. (N) - NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY. 2. PIPE JOINT TYPE S - STANDARD DRAINAGE QUANTITIES evlelm: bot.: E. -T.+ DQ -5 Flee on,e. brow: 56CJdOO5.p1 D. GHILARDUCCI WESTSID£ PARKWAY - PHASE BC a T9WP6C Enq lneert D. CRONOUIST CITY OF BAKERSFIELD, CALIFORNIA Date: c. 09/28/2012 M. T ROBERTS RTS PUBLIC WORKS DEPARTMENT 12.5-178 1 ------------ CU V Pi STROCiOfl ey ANIEL 5. P i30]] ,°12/31/1 CIVIL ✓sem/�\\�� ?e w:�+ - _EP PELISRPED PlplE55 PL 1N5 dPPPOV OELI n.. -_ _ _ Pfepo retl far: & CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE _ oBAKERSFIELD CALIFORNIA 93301 - - _ g P�eOa�etlAAE� b-�yyy ://������ - A -=W �� If F If 6 fY fi ea If fon Description } }' n T D-3 fill177.5 453.5 5 2].3 12" PCP 76.00' Rt 51d "d" 110f00.00 611 0-1 b 26.8 I 2 616 11.3 TYPE ON INLET 76.00' PT STA "A" 140+00.00 b D-9591.5 5 23.3 42" RCP ]6 A0" P1 STA 'A" 140+00.00 D-4 0 25.9 1 2 616 10.9 TYPE GDI INLET 76.00' It STA 'A" 146+00.00 d 0-449].0 5 439 42" PCP 76.00' Rt STA "A" 146+00.00 D-4 f 18.0 1 1 326 7,3 TYPE G2 INLET 6.00' Rt STA "A" 151+00.00 f 0-5382.4 5 15.3 42" REP 6.00• If STA "A" 151+00.00 0-5 b 10.3 I 2 616 4.8 TYPE GOT INLET ]6.00' Rt STA "A" 154+88.00 b B-5240.1 5 6.8 42" RCP 76.00' Rt STA "A" 154+08.00 0-5 7.2 1 I 326 2.4 TYPE G2 INLET 76.00' Of 5TA "A" 157+39.50 0-5 kiL5 5 3.7 42" RCP ]6.0+' RE STA •'A" 15T+39.50 k 0-5 1 i.0 1 2 634 2.9 TYPE 000 INLET 76.00' R1 Std "A" 158+10.00 1 0-5 5 1.0 36" PCP )6.00' R1 STA "A•• 150+10.00 B-5 6.5 1J26 2.2 TYPE G2 INLET ]6.00' Pi Sid 'A" 15B+96.)0 D-5 S 3.5 36•' PCP 76.00' Pt STA 'A" 150196.70 0-5 p 6.5 1 1 326 22 TYPE G2 INLET 1 76.00' If STA 'A" 158+90.00 11 -0-- D-5 q 199.0 S 4.0 36" PCP 76,00" RE STA "A" 158+90.00 AS7,- D-5 F 7.0 1 1 326 2.3 TYPE G2 INLET 76.00' Rt STA "A" 161789.0+ D-5 5 920.0 5 4.0 36" RCP ]fi.00' Rt 5TA "A" 161+89.00 F RACT No.TD-5 1 70 1 1 326 2.3 TYPE 02 INLET ]6.00' Rf 5TA "A" 166+N - D-6 391.0 S 4.0 36" PCP )6.00' Rf 5TA "A166+09.00 DATE ice. -/p-6 6.9 1 I 326 2.3 TYPE G2 INLET ]6.00' R+ STP "d•• PO+00.0 3DO.0 5 fi.5 36" PCP 76.00' RT 5TA •'A" 1]0+00.00 vD-6 X 9.5 1 I 326 4.0 TYPE GZ INLET i6A0' Pt SiA "A" 1]3+00.00 x AME D-6 y 3DO.0 5 7.6 36" PCP 76.00' It STd A" 173+00.00 y D-6 10.6 1 I 126 4.1 TYPE G2 INLET 76.00' It STA "A" 176+00.00 D-6 300.0 5 8.4 36" RCP )6.00' Rt STA "A•'I76+00.00 f. P6 a0 11.9 1 2 616 5.2 TYPE GOT INLET 76.00' Nt 5TA "A" 179+00.00 fb D-4 612 a 5,5 I 1 326 LS TYPE GI INLET 67.00' Lt ETA "A" 140+00.00 ' D-4 b ]1.0 5 3.5 '• 14D.DD.DD Signature fo i pproval 2N P 6].00' Lf STA "d D-4 5.5 1 I 23fi p.5 fi.0 TYPE LOP INLET SIDE PIPE 6.00' R1 STA 'A" 14MW.00 D-9 0 3.5 CONOREtE APRON 6.00. Rt STA •A' 140+00.00 -Built information D-4 60.0 5 3.5 24' PLP 16.00' Rt STA "A•• 110+00.00 D-4 613 5.5 1 I 236 0.5 6.0 TYPE CCP INLET IRCP PIPE) 6.00' Rt STA "A" 146+00.00 613 D-4 0 3.5 CONCRETE APRON 6.00Pt STA "d" 146+00.00 b D-4 c 6B.0 s Js 24" PCP 6.00' RE STA ••A'• 146+00.00 c SUBTOTAL 207.0 2080.2 1 9 2 9 1 T 2 20 6830 67.2 12.0 Sufi TOTAL 4 NOTES: I. IN) - NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY. 2. PIPE JOINT TYPE 5 - STANDARD DRAINAGE QUANTITIES Re te1�: Date: De c DQ -6 Ia name. b.a.E: F' sfiptlao5.p7 0. ELI WESTS/DE PARKWAY - PHASE SC ob Na.: 9l nee = C/TY OF BAKERSFIELD T9WP6C D. caoNomsT , CALIFORNIA Date: rne�Keb br: PUBLIC WORKS DEPARTMENT 09/2612012 M. ROBERTS T. SHEET SxEE iS 119 3<i -x Ice 1,emzlsub<m�z9E56zZlmnR �,nsl�el>scnepps.Pl9 12.5-178 j IFI NOTES: 1. (N) - NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY. 2. PIPE JOINT TYPE 5 - STANDARD USERNAME ----------------------------------------------------------- 5„ENET TOT. p�u >NIEL 5 (r*r n LNONOtI ]3W] �d,2/3t 112 n V h CIVIL rtPFP VIWHSiI EX6IXEEP 1L OdiE PrEOtl�etl for: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE P G BAKERSFIELD CALIFORNIA 93301 8 Pr¢Oaretlww b--yyy:�/����� S V 8 F AECOM IFI NOTES: 1. (N) - NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY. 2. PIPE JOINT TYPE 5 - STANDARD USERNAME ----------------------------------------------------------- AS BUILT TRACT No. T 9W P6 C a. DATE -13 -- NAME M. G'. Gt/� �t6�4rE . Signature for"fVapproval Is -Built information DRAINAGE QUANTITIES DQ -7 WESTSIDE PARKWAY - PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ----- ------------------- --------------------------- ------------------ 12.5-178!1 5„ENET TOT. p�u >NIEL 5 (r*r n LNONOtI ]3W] �d,2/3t 112 n V h CIVIL rtPFP VIWHSiI EX6IXEEP 1L OdiE PrEOtl�etl for: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pr¢Oaretlww b--yyy:�/����� AECOM AS BUILT TRACT No. T 9W P6 C a. DATE -13 -- NAME M. G'. Gt/� �t6�4rE . Signature for"fVapproval Is -Built information DRAINAGE QUANTITIES DQ -7 WESTSIDE PARKWAY - PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ----- ------------------- --------------------------- ------------------ 12.5-178!1 NOTES: 1.(N) - NOT A SEPARATE PAY ITEM. FOR INFORMATION ONLY. 2. PIPE JOINT TYPE S - STANDARD Foi PER RFI x29 365 BUIL No. Signature for finc -Built information DRAINAGE QUANTITIES DQ -8 WESTSIDE PARKWAY - PHASE OC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 12.5-178 AF4ISiTY dM1f551 EN41�'I'.P pL1N5 LPPP4VdL PAiF Preps retl for: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prapb,d by: s g /A BUIL No. Signature for finc -Built information DRAINAGE QUANTITIES DQ -8 WESTSIDE PARKWAY - PHASE OC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 12.5-178 0 9 9 GAS -e -e UNDERGROUND ELECTRIC -e jph) OVERHEAD ELECTRIC fo fo UNDERGROUND FIBER OPTIC fo �oM1� -OVERHEAD FIBER OPTIC -f -t UNDERGROUND TELEPHONE w w -WATER --s -- --s SEWER RRBWSD - ROSEDALE-RIC BRAVO WATER STORAGE DISTRICT ---tc -{oh) OVERHEAD TELECOMM. Al Al REMOVE Exist UTILITY UTILITY OWNERS (ABBREVIATIONS AT&T - AT&T BRIGHT HOUSE - BRIGHT HOUSE NETWORKS COB - CITY OF BAKERSFIELD CONOCO PHILLIPS - CONOCO PHILLIPS KCWA - KERN COUNTY WATER AGENCY MATRIX - MATRIX OIL CORPORATION PG&E - PACIFIC GAS AND ELECTRIC COMPANY So CAL GAS - SOUTHERN CALIFORNIA GAS COMPANY RRBWSD - ROSEDALE-RIC BRAVO WATER STORAGE DISTRICT GORDON DOLE - GORDON DOLE OR COAX 21 KV OR (PROTECT Exist 6" GAS (SOC.l GAS) (PROTECT IN PLACE) AS BUILT CONTRACT No.T9h�P6 �— C.C.A. DATE R.E. NAME/ 6. JLi f'f�A`e,4 9mn R.E. Signature for na pproval of As -Built information NNS; 1. FOR COMPLETE R/W DATA, SEE R/W RECORD MAPS AT CITY OFFICE. 2. LOCATION OF UTILITY FACILITIES SHOWN ON THESE PLANS ARE APPROX- IMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. Exist ON COAX CABLE (BRIGHT HOUSE) Exist 21 KV ELECTRICAL (PG&E) TO BE RELOCATED BY OTHERS SEE TRAFFIC SIGNAL PLAN FOR MAST ARM LOCATIONS PRIOR TO RELOCATION OF OVERHEAD UTILITIES THIS PLAN ACCURATE FOR UTILITY WORK ONLY. File IY m L, ... . S6Cko001.p1g D. GHILAROUCCI Eoymeer: �.loe T4wPRC D. CRONOUIST Exist OH FIBER OPTIC AND COAX CABLE TELEVISION (BRIGHT HOUSE) (PROTECT IN PLACE) Exist 4" HP GAS (50CAL GAS) (PROTECT IN PLACE) Exist 21KV ON ELECTRIC (PG&E) (PROTECT IN PLACE) X25S 2 -A e4o PAN IEC oS r°:, T 3�i WI2/3t 11 K41SifNFO PNLlFSS10 X4INFEP OVAL RAIL Prepared for: CITY OF BAKERSFIELD 1600 TNUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P,eparedww -bb,: /'1� Exist 21 KV OR ELECTRIC (PG&E) TO eE RELOCATED BY OTHERS O ryl ' O N 'I'-et5n. Q= Al LINE---,_I- -"G �x rD--:Iloril—gym._ �w J N FF U ti OH FIBER OPTIC AND a COAX CABLE TELEVISION Is (BRIGHT HOUSE) AND KV OR ELECTRIC (PG&E) (PROTECT IN PLACE) UTILITY PLAN SCALE: 1" 50' U-1 WESTSIDE PARKWAY - PHASE SO CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 0 Exist OH FIBER OPTIC AND COAX CABLE TELEVISION (BRIGHT HOUSE) TO BE RELOCATED BY OTHERS 1 21KV OH ELECTRIC (PG&HI RELOCATED BY OTHERS AS BUILT CONTRACT No.—r 911�6 (f- C.C.A. C.C.A. DATE L/- /3 20 /S R.E. NAMEry/_ i . GI/_446on4r� R.E. Signature fo al approval of As -Built information Prepared Fpr: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE 9AKERSFIELO CALIFORNIA 93301 Pr¢ppraC by: A_EMM I \t'� �x _ r � 7 HDusEI C" ;, Prepared Fpr: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE 9AKERSFIELO CALIFORNIA 93301 Pr¢ppraC by: A_EMM "1 W 4LJ=##Oil "J" LINE 2 6 t6" GAS (SOCOI) 2 OH FIBER OPTIC AND (PROTECT IN PLACE) U COAX CABLE TELEVISION yBRIGHT HOUSE) a 21KV OH ELECTRIC (PG&E (PROTECT IN PLACE) UTILITY PLANU THIS PLAN ACCURATE FOR UTILITY WORK ONLY. SCALE: l"= _ Gn 50' r� m rvome: ora.: 56ckoa02.p/ D. GHILARDucc] WESTB/OE PARKWAY - PHASE eC �� no.: e�Rm�er: D. caoNDulsr CITY OF BAKERSF/EL D, CALIFORNIA T9wvec m+ei 09/28/2012 Cnrveay: M. ROBERTS PUBLIC WORKS DEPARTMENT --------------------------------------------------------------------------------- 7LA �yFFr J 9 6 0 0 M N Q E - f W N = W N Z W J W x U F E \99 LT CONTRACT No T � sD� e— G.C.A. DATE_.��3 11S1S NAME /yJ_ � • �'�.fy�—�.� �4(4�,,oval R.E. Signature for of As -built mformat:on HOUSE) RELOCATED 5 NOET SH E E AT L 5 mw rza 3aa e`�aAN IEL s. faa P T30TT X12/31 J1 cion g412TFAm PP6E59 EX6INFFN PLAHS pPPPOVpI OdiE P repo rea for: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE SACERSFIELD CALIFORNIA 93301 Prepay d by: AEWNI 11 { Exist 21KV OR ELECTRIC (PG&E) Exist ON FIBER OPTIC AND 1 Exist COAX CABLE TELEVISION (BRIGHT HOUSE) (PROTECT IN PLACE) I -5rocxBxCEiiW 2 _—] -_- _ 4 _A. s. x:'auE Bax. g.a ON ER OPTIC AND _ COAX CABLE CABLE TELEVISION (BRIGHT HOUSE) 21KV OH ELECTRIC (PG&E) (PROTECT IN PLACE) ff UTILITY PLAN THIS PLAN ACCURATE FOR UTILITY WORK ONLY. i¢ na,ne. o r "CkU0oa.plq D. GHILARDUCCI WE5TS/OE PARKWAY - PHASE SIC Jab No.: Engine r: rewvcc D.caDNamsT C/TY OF BAKERSF/EL D, CALIFORNIA �uOie�`M.eROBERTS osia8l10]2 PUBLIC WORKS DEPARTMENT _- - _.-__ __. _.-----------12-55-1-7&- au 1 B11 ivmvn vw um mw"ma. .-__ . NOTE: 1. COCONTRACTOR SHALL VERIFY TEMPORARY RELOCATION COMPLETE' FOR ALL UTILITIES AT RENFRO ROAD PRIOR TO BRIDGE CONSTRUCTION. EXISTING 24" HIGH PRESSURE GAS TRANSMISSION LINE WILL BE RAO WITH STAGE 2 BRIDGE CONSTRUCTION BY THE OWNER,. CONTRACTOR SHALL COORDINATE RELOCATION WITH SOUTHERN CALIFORNIA GAS COMPANY. STANDBY IS REQUIRED WHEN WORKING WITHIN 10' OF GAS TRANSMISSION LINE, CALLALL951-845-0712. 3. CONTRACTOR SHALL OBTAIN APPROVED CONSTRUCTION METHODS ADJACENT TO GAS TRANSMISSION LINE FROM SOUTHERN CALIFORNIA GAS COMPANY, SEE SPECIFICATIONS. RENFRO RD SEWER LIFT _ STATION, SEE Exist 10" SEWER (COB)— SHEET SS -1 (PROTECT IN PLACE) F v—_I � IF FOR 24" GAS CROSSING CALL 951-845-0712 _ CAUTION! -- STAND BY 7 SEWER PIPE AND SEE SHEET SS -1 Exist 24" HP GAS (SOCAL GAS) TO BE RELOCATED, SEE NOTE 2 Exist BURIED TELEPHONE (AT& (PROTECT IN PLACE) Exist 4" HP GAS (SOCAL GA5)- (PROTECT IN PLACE) Exist 24" HP GAS (SOCAL GAS) (PROTECT IN PLACE) AS BUILT CONTRACT No. -f-'70FI C C.C.A. DATE !�e -/3 -2-615- R.E. NAME�fQ//6��fF �T T SrMfure f of f Wal approval 4k"uDt information Exist 12" WATER STUB (COB) --`SEE SHEET W-1 21 KV OH ELECTRIC (PG&E) (PROTECT IN PLACE) 125 S9<S e�e4NIEL o5 (�e 6"a x/31 /1 CIu:IP✓, 4 012 Iff6151[XE6 VPR PSSIM 61HEEP PLANS APPPOVAL DATE P ...peed fp,: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Frspered by: A_WM Exist 3-2" OIL, 2 3" OIL PROTECT IN PLACE[ o MATRIX) 1 fO --0— A Oh - m ELECTRIC CE a� ','1111 1 "A" LINE 4 165 6 mi 1 I RENFRO ROAD BRIDGEx - — — — F'f 1 x SEE BRIDGE PLANS FOR UTILITY � CONDUITS AND PLACEMENT IN BRIDGE Exist 12" WATER (COB) -------- - j • �� 1 SEE SHEET W-1 ILS` Exist WATER STUB (COB) SEE SHEET W-1 1 t _T ExisCOAX CABLE (BRIGHT HOUSE) RE TO RELOCATED BY OTHERS S� Exist 21KV OH ELECTRICAL (PG&E) i( TO BE RELOCATED BY OTHERS Exist OR TELEPHONE (AT&T) 1 TO BE RELOCATED BY OTHERS 11 Exist B OIL (CONOCO PHILLIPS) TO BE ABANDONED BY OTHERS fI Exist BURIED TELEPHONE (AT&T) TO BE RELOCATED BY OTHERS UTILITY PLAN THIS PLAN ACCURATE FOR UTILITY WORK ONLY. SCALE 1"= 50" U-4 Fle Name: Drawn: 5GCkcO04.p)q D. GHILARDUCCI WESTSIDE PARKWAY - PHASE 6C Eng-ee— Oe T9WP6C D. CRONOUIST CITY OF BAKERSFIELD, CALIFORNIA owe. CMe KeO 0 09/28/2012 M. ROBERTS I PUBLIC WORKS DEPARTMENT --------------------------------- ------------------------------ 12.5-475-- Exist 2-2' OIL (MATRIX) (PG&E) (PROTECT ( NA PLACE) WESTSIDE Pkwy 1]0 1 2 Ex st 21KV OH ELECTRICAL (PG&EI TO BE RELOCATED BY OTHERS EXIST 2-2" OIL (MATRIX) AND 2-3" OIL (MATRIX) ABOVE GROUND PIPELINES TO BE RELOCATED BY OTHERS B CONTRACT No.. AS UILT1 ` UILT C.C.A. DATE Z —.3 —2415 R.E. NAME M. 6. R.E. Signature for 1 .nproval of AS -Built information 2-2" OIL (MATRIX) 2-3" OIL (MATRIX) (PROTECT IN PLACE) "A" LINE 175 OT AL 126 S 399 S � P4N IEL oE.1 ee ]30]] CIVIL o`—� `✓" 09 -PB -20:2 DELI SiEPEO VPWfS51M IIL WEEP PLANS APPROVAL DATE Pre pa reO for: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P,P,ed by: A_COM Exist 21KV OR ELECTRICAL (PG&E) (PROTECT IN PLACE) e \ t 21KV OR ELECTRIC \ a� ,E) (PROTECT IN PLACEI %hf- \ w �i O O 7 w� zw _ CO r i ow T B 9 Exist 2-2' OIL (MATRIX) (PG&E) (PROTECT ( NA PLACE) WESTSIDE Pkwy 1]0 1 2 Ex st 21KV OH ELECTRICAL (PG&EI TO BE RELOCATED BY OTHERS EXIST 2-2" OIL (MATRIX) AND 2-3" OIL (MATRIX) ABOVE GROUND PIPELINES TO BE RELOCATED BY OTHERS B CONTRACT No.. AS UILT1 ` UILT C.C.A. DATE Z —.3 —2415 R.E. NAME M. 6. R.E. Signature for 1 .nproval of AS -Built information 2-2" OIL (MATRIX) 2-3" OIL (MATRIX) (PROTECT IN PLACE) "A" LINE 175 OT AL 126 S 399 S � P4N IEL oE.1 ee ]30]] CIVIL o`—� `✓" 09 -PB -20:2 DELI SiEPEO VPWfS51M IIL WEEP PLANS APPROVAL DATE Pre pa reO for: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P,P,ed by: A_COM Exist 21KV OR ELECTRICAL (PG&E) (PROTECT IN PLACE) e \ t 21KV OR ELECTRIC \ w ,E) (PROTECT IN PLACEI %hf- \ O O w� CO i ow T B 9 180 �¢2 N 0O . mmm-... w= KQ T. 77 1 ZQ o 1 Exist 21KV OR ELECTRICAL (PG&E) Iy TO BE RELOCATED BY OTHERS Y THIS PLAN ACCURATE FOR UTILITY WORK ONLY. UTILITY PLAN SCALE: 1— 50' U-5 Frle Name. Dra vn: 55choaos. vlg D. cw LARDuaI WESTB/OE PgRKWAT - PHASE 6C s - e T9WP6C D. cRDNGmsT CITY OF BAKERSFIELD, CALIFORNIA D�te09128126 �M R)BERTS PUBLIC WORKS DEPARTMENT ---------------------------------- 12-5-17&-- ummarannuun er• 1y1 i NNO P SJ 1. Exist OIL WELL AND TANKS ARE IN OPERATION AND SHALL RE PROTECTED IN PLACE. 2. CONTRACTOR SHALL MAINTAIN ACCESS TO EXISTING OIL FACILITIES AT ALL TIMES AS REQUIRED BY LEASE HOLDER. TYPICAL SERVICE VEHICLES INCLUDE TRACTOR -TRAILER TANKER TRUCKS AND RE -WORK RIGS (50'+). 3. Exist FENCES AROUND OIL WELL AND TANKS SHALL BE PROTECTED IN PLACE NO WORK SHALL RE DONE INSIDE THE EXISTING FENCES. GOOSE LAKE SLOUGH BOX CULVERT (SEE STRUCTURAL PLANS) — 1_ 1��1 7 1 vF�ji T L L F s a it �m ED �t o CON AS B.1f:.._T 1 A, - r�acr No. i_y_ Gr/p�_ ir"= _ f) '� / ° _ 5"[S10E�v'� 7 z' c.c.a. narE — -2o�S_ P.E. NAME W -- _< m moA %,' i_n if x zoo �� X 4 :�., t)A L'1i5Eo-y & e-..1- �oo rr a - s- -- - z (11I InT A A��t of As -Fu `+ �mr. �cn r,,. _ r:^ Z / �- — - MISSION 3 .. b APItt 02966599 �` -- Exist OIL WELL PUMP (. - �J )PROTECT IN PLACE) •"r (GORDON DOLE) Exist ABOVE GROUND _ OIL STORAGE TANKS ' (PROTECT IN PLACE) (GORDON DOLE) UTILITY 1 V THIS PLAN ACCURATE FOR UTILITY WORK ONLY. PLAN LIFE..oeacrl *ion: SCALE: 1— 50' U-6 File name. nvn. S6Ckv006.v1 oD, GHILARDUCcI WESTS/DE PARKWAY - PHASE BC aM1 ngi— r9WP6C D. CRONQUIST CITY OF BAKERSFIELD, CALIFORNIA nOB oy: 09/2612012 M . �ROBERTS PUBLIC WORKS DEPARTMENT - USERNAME =}usEX=XM1Uvi4ucoM OGN PILE _> S.WMJM burr sV6 11.0012\S1b6 cM\29X66221\[A0G\Gvx \Sneer\SPcaeo05.ma ._.-------------------------------------------- ______--------------------------------------------------------- _ ______________________------ G rvoEi SxEEiS 12l 3pi Exist 27' WATER (KCWA) / L—� PLANS APPROVAL IGL SRXF➢ PIdFE5EI0 FXLIXEEX <L OLTE Exist 21 KV OH ELECTRICAL (KCWA) * Prepared for: - . w CITY OF BAKERSFIELD l— N N_ 1600 TRUXTUN AVENUE W .. - -_ _ 6AKERSFIELO CALIFORNIA 93301 Preparedww bb': �FF, i GOOSE LAKE SLOUGH BOX CULVERT (SEE STRUCTURAL PLANS) — 1_ 1��1 7 1 vF�ji T L L F s a it �m ED �t o CON AS B.1f:.._T 1 A, - r�acr No. i_y_ Gr/p�_ ir"= _ f) '� / ° _ 5"[S10E�v'� 7 z' c.c.a. narE — -2o�S_ P.E. NAME W -- _< m moA %,' i_n if x zoo �� X 4 :�., t)A L'1i5Eo-y & e-..1- �oo rr a - s- -- - z (11I InT A A��t of As -Fu `+ �mr. �cn r,,. _ r:^ Z / �- — - MISSION 3 .. b APItt 02966599 �` -- Exist OIL WELL PUMP (. - �J )PROTECT IN PLACE) •"r (GORDON DOLE) Exist ABOVE GROUND _ OIL STORAGE TANKS ' (PROTECT IN PLACE) (GORDON DOLE) UTILITY 1 V THIS PLAN ACCURATE FOR UTILITY WORK ONLY. PLAN LIFE..oeacrl *ion: SCALE: 1— 50' U-6 File name. nvn. S6Ckv006.v1 oD, GHILARDUCcI WESTS/DE PARKWAY - PHASE BC aM1 ngi— r9WP6C D. CRONQUIST CITY OF BAKERSFIELD, CALIFORNIA nOB oy: 09/2612012 M . �ROBERTS PUBLIC WORKS DEPARTMENT - USERNAME =}usEX=XM1Uvi4ucoM OGN PILE _> S.WMJM burr sV6 11.0012\S1b6 cM\29X66221\[A0G\Gvx \Sneer\SPcaeo05.ma ._.-------------------------------------------- ______--------------------------------------------------------- _ ______________________------ 0 Exist 4" HP GAS (So CAL GA' (PROTECT IN PLACE) Exist UNDERGROUND TELEPHONE I (PROTECT IN PLACE Exist UNDERGROUND FIBER OPTIC (BRIGHT HOUSE) ) (PROTECT IN PLACE) l Exist WELL (KCWA) J Exist 30 WATER (KCWA( 1 (PROTECT IN PLACE) i t Exist 21 KV ELECTRIC (KC )WA h (PROTECT IN PLACE) I� O )I — + 30 _ (VV, r r9_... 4 J1..Q a w B N� II II U II nll t. •" g "p4' LINE 8 19 11 lt� f�1(0, SXEET i 11e 5 ]u s. ! I P � 1 t III n �oCPDNOL ST fn 1 4 � ryj2/31n I( e yl j x.71 if �Is i nrsisrz rwecss wy Ln rLm A. ovn V L mie P .... red For: r Ij+f. CITY OF BGKEEiSFIE LD 16D0 TRU%TUN AVENUE B4%ERSF IE LD CALIFORNIA 93301 �'a<<!. PrePa red by: Exist 16 WATER (CQB)� A �y��� Ft 1 j � + (PROTECT IN PLACE) AECOM o P z n III �i,h�--Exist 36" SEWER (COB) >•1 �2 qI ��,•� (PROTECT IN PLACE) Exist 21 KV ON ELECTRIC (PG) rT, ii (PROTECT IN PLACE) p A� '� •' "LT - II )C)< ) r &E ?f p r 1 ( Ex st pH FIBER OPTIC aII� r IW )I' A` (BRIGHT HOUSE) (PROTECT IN PLACE) %f SEE BRIDGE PLANS FOR UTILITY L..� CONDUIT AND PLACEMENT IN BRIDGE approval -- I - L CHANNETI _ ]NT AKE RRBWSD t ;y— — ` UTILITY PLAN THIS PLAN ACCURATE FOR UTILITY WORK ONLY. SCALE: 1— 50' U-7 ie rvama. D11111F� Dra ssckoo07,19 D. GHILARDUCGI WESTS/DE PARKWAY - PRASE SC oe T9Wp6C o. ceoepwsT CITY OF BAKERSFIELD, CALIFORNIA Dare: Os(28i2or2 M. ROBERTS PUBLIC WORKS DEPARTMENT ------------------------------------------------------------- -- 12-5-178--; Exist RETENTION BASIN TO BE REMOVED Exist STORM DRAIN (COB) TO BE REMOVED Exist STORM DRAIN (PROTECT INPLACE) L AGE ) [SXE AT 57 HOETEA7L, '2' 3" —L—IL rxorrssian ciKeR APPRSVAL 71AFE P ...... S For: CITY OR BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 AEWM AS BUILT NOTES: , 14y, , I! CONTRACT NO. 7:,i& 'A 1. UTILITY INFORMATION IS NOT SHOWN FOR CLAUDIA AUTUMN DRIVE, TYLER FRAN AVENUE, VILLA ELEGANTE DRIVE, OR SOLECITA WAY. WORK CO'4TRAC A�"IA'T lo 1' 10 FAVA "I 11`11XN'111"I��_lNI IS NOT PLANNED FOR THESE STREETS. IF WORK BECOMES NECESSARY FOR E C.C.A. _z "II E THESE STREETS, THE CONTRACTOR SHALL LOCATE ALL AFFECTED UTILITIES. _44 - JA P, 'M ':E 5�kN 2. Exist IRRIGATION SYSTEM MAY EXIST IN THIS AREA. CONTRACTOR S. 11R - SHALL REMOVE Exist PIPE AND STRUCTURES WITHIN RIGHT -CF -WAY AS A PART OF CLEARING AND GRUBBING. NO ADDITIONAL PAYMENT SHALL BE AUTHORIZED THEREFOR. Exist PIPES SHALL BE CAPPED AT RIGHT-OF-WAY. 3. ABANDONED OIL WELL MAY EXIST WITHIN GRADING LIMITS. WELL —X;7 - VI S CAPPED 4 FEET BELOW GRADE AND IS NOT VISIBLE FROM SURFACE, Exist OIL WELL (ABANDONED) iF WELL IS DISCOVERED DURING CONSTRUCTION, CONTRACTOR SHALL "ANCORA-HUMBLE 66X-34 R.L. Signature for vf i6-W/cIpproval API# 02904241, SEE NOTE 3 IMMEDIATELY STOP ALL WORK AND INFORM BOTH THE CITY OF BAKERSFIELD AND THE STATE OF CALIFORNIA DEPATMENT OF OIL, -Built informati GAS, AND GEOTHERMAL RESOURCES. f As JJI OF n NOTE, FOR COMPLETE R/W DATA, SEE R/W RECORD MAPS AT CITY OFFICE. THIS PLAN ACCURATE FOR UTILITY WORK ONLY. UTILITY PLAN P—T.T—I ..,A! DescrIotTon: SCALE: 1` 50' U-8 Fle S"" s" ',"Ooo"" D. GHILARDUCCI WESTSIDE PARKWAY - PHASE 6C Jab S No.: 6 o 08 1 '37ONIIIST CITY OF BAKERSFIELD, CALIFORNIA F6C D. Pt.: sX: USENNAME -)USER-Ahil—d—id SN I'll p" ROBERTS PUBLIC WORKS DEPARTMENT --------------- ---------------- ---------------------------------- ------------------ _ ---------------- --------------- ------------- 12.5-178 Exist WATER E BLOWOFF ( 0 ) C SEE SHEET W�l 3 Exisi 36" NO CE - S 'T' --NG STANDPIPE TO BE REMOVED SEE NOTE 2 -S'e A A 3 Exl.+ WATER WELL 0 To BE ABANDONED SEE SPECIFICATIONS Exist RETENTION BASIN TO BE REMOVED Exist STORM DRAIN (COB) TO BE REMOVED Exist STORM DRAIN (PROTECT INPLACE) L AGE ) [SXE AT 57 HOETEA7L, '2' 3" —L—IL rxorrssian ciKeR APPRSVAL 71AFE P ...... S For: CITY OR BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 AEWM AS BUILT NOTES: , 14y, , I! CONTRACT NO. 7:,i& 'A 1. UTILITY INFORMATION IS NOT SHOWN FOR CLAUDIA AUTUMN DRIVE, TYLER FRAN AVENUE, VILLA ELEGANTE DRIVE, OR SOLECITA WAY. WORK CO'4TRAC A�"IA'T lo 1' 10 FAVA "I 11`11XN'111"I��_lNI IS NOT PLANNED FOR THESE STREETS. IF WORK BECOMES NECESSARY FOR E C.C.A. _z "II E THESE STREETS, THE CONTRACTOR SHALL LOCATE ALL AFFECTED UTILITIES. _44 - JA P, 'M ':E 5�kN 2. Exist IRRIGATION SYSTEM MAY EXIST IN THIS AREA. CONTRACTOR S. 11R - SHALL REMOVE Exist PIPE AND STRUCTURES WITHIN RIGHT -CF -WAY AS A PART OF CLEARING AND GRUBBING. NO ADDITIONAL PAYMENT SHALL BE AUTHORIZED THEREFOR. Exist PIPES SHALL BE CAPPED AT RIGHT-OF-WAY. 3. ABANDONED OIL WELL MAY EXIST WITHIN GRADING LIMITS. WELL —X;7 - VI S CAPPED 4 FEET BELOW GRADE AND IS NOT VISIBLE FROM SURFACE, Exist OIL WELL (ABANDONED) iF WELL IS DISCOVERED DURING CONSTRUCTION, CONTRACTOR SHALL "ANCORA-HUMBLE 66X-34 R.L. Signature for vf i6-W/cIpproval API# 02904241, SEE NOTE 3 IMMEDIATELY STOP ALL WORK AND INFORM BOTH THE CITY OF BAKERSFIELD AND THE STATE OF CALIFORNIA DEPATMENT OF OIL, -Built informati GAS, AND GEOTHERMAL RESOURCES. f As JJI OF n NOTE, FOR COMPLETE R/W DATA, SEE R/W RECORD MAPS AT CITY OFFICE. THIS PLAN ACCURATE FOR UTILITY WORK ONLY. UTILITY PLAN P—T.T—I ..,A! DescrIotTon: SCALE: 1` 50' U-8 Fle S"" s" ',"Ooo"" D. GHILARDUCCI WESTSIDE PARKWAY - PHASE 6C Jab S No.: 6 o 08 1 '37ONIIIST CITY OF BAKERSFIELD, CALIFORNIA F6C D. Pt.: sX: USENNAME -)USER-Ahil—d—id SN I'll p" ROBERTS PUBLIC WORKS DEPARTMENT --------------- ---------------- ---------------------------------- ------------------ _ ---------------- --------------- ------------- 12.5-178 LONSTRUL TION SEOUENLF NOTES: GENERAL NOTES: I. ReIOCaTe existing sewer line in Allen Road per 1. RRBWSD operations of the Intake Canal and recharge Sanitary Sewer Plans. basins vary oa water availability and demand, which 2. Relocate existing water pipeline in Allen Road could impact the construction schedule. per Potable Water Plans. 2. At no time shall the public be permitted 3. Construct portion of Allen Road Box Culvert unrestricted access to RRBWSD canals, basins, or under Allen Detour Rood. Contractor to coordinate property. Construction site Is to be secured at the with utility companies for temporary relocation and of each day with a 6 -foot high chain link fence. of existing utilities through the limits of box 3. RRBWSD shall be given at least 2 keys far each Construction. temporary lock or construction gate which could 4. Complete construction of Allen Road Box access RRBWSD property. Culvert. 4. At no time shall construction material or equipment 5. Relocate existing RRBWSD Intake Canal. be stored in canal or pond inverts without prior 6. Abandon existing RRDWSD Intake Canal box written approval by RRBWSD. culvert once relocated canal is in service. 5. At no time shall construction water be allowed to y nvE flow into RRBWSD canals or ponds. RRBWSD COORDINATION NOTES' gOSEDALE-RIO BRAVO WATER STORAGE DISTRICT I. Contractor shall coortlincte all construction 849 Allen Rood activities within RRBWSD property, canals, or basins Bakersfield, CA 93314 with RRBWSD. 661-589-6045 2. Contractor shall provide RRBWSD a written schedule District Contact: Zach Smith of construction activities that may Impact RRBWSD a rov operations. 3. contractor shall notify RRBWSD in writing a minimum D. GHILARDUCCI of 48 -hours prior to construction within RRBWSD property, canals, or basins. 4. Only RRBWSD personnel shall operate sluice gates or / modify weir structures. _nformil y W no equipment to apply water for dust o apply V6INFFP PIANS d lhdO AL 3LTE cI shall be disposed of as directed by Prepare. for: ( actor shall furnish and install 36 -inch CITY OF BAKERSFIELD IE Exist RECHARGE BASIN ., (RRBWSD) a.% Exist TURNOUT I GooseLake Slough - Bax Culvert L X1: (cogpD TRANSFER STRUCTURE NO. 2 RECHARGE BASIN "E" SEE SHEET U-10 & U-11 I I � 0 U. 1— T5_H_EE_TrT_0rAL a ` SnEEiE embankments shall be free of vegetative nobs oy Ino 344 sting sail is primarily sancy. vAry CULVERT 3 shall be taken from area of the proposed .CAll `moo 1EL 5, e` 0 limits shown shall be left In a smooth _ 111 37 t, a ' lotion as shown on plans. TRANSFER ]307] �wa THIS PLAN ACCURATE FOR UTILITY WORK ONLY. lstructed in lifts of 6 -inches and machine STRUCTURE N0. 1 5X relative compaction per ASTM 0-1557.barKme '-'1 y nvE RECHARGE BASIN 'b" soil ming construction. ( Signature RECHARGE BASIN C Outlet S outlet structures Onoculverts shall D "'° "° ° °'""" relative compaction ion per ASTM D-155].. or fi a rov specifications. .J 66Cko009. p1 D. GHILARDUCCI all construction staking and surveying. >% construction make his awn / RE414mE0 PIpFF410v _nformil y W no equipment to apply water for dust o apply V6INFFP PIANS d lhdO AL 3LTE cI shall be disposed of as directed by Prepare. for: actor shall furnish and install 36 -inch CITY OF BAKERSFIELD structures, steel pipe inchcon wall thickness with 1600 TRU%TUN AVENUE muga e corrugations. BAKERSFIELD CALIFORNIA 93301 enec%ea shall shall be zinc -coated COrrUJatetl steel prepare. by: 0912812012 e 1. CITY OF to be lined and coated with bituminous AE M., less of 0.05 -inch. l'1�F�H., Exist WELL SITE (KCWA) ( 0 �`h U. 1— ➢`i 4 a ` TI $ ROAD BOX ``, E. x CULVERT .CAll 111 37 t, a ' TRANSFER THIS PLAN ACCURATE FOR UTILITY WORK ONLY. STRUCTURE N0. 1 Revision: 0°te: aescrl H°n: '-'1 EXISTING RECHARGE BASIN 'b" ( Signature RECHARGE BASIN C SEE SHEET U-10 "'° "° ° °'""" or fi a rov 66Cko009. p1 D. GHILARDUCCI >% s / _nformil L' b N°.: ° T9WP6C mng(n er: ❑CRONQU1ST UTILITY oat e: enec%ea = 100' U-9 0912812012 M. ROBERTRrs �`h - ➢`i 4 Exist ALLEN TI $ ROAD BOX - x CULVERT 111 37 t, a ' TRANSFER STRUCTURE N0. 1 '-'1 EXISTING RECHARGE BASIN 'b" ( ( RECHARGE BASIN C SEE SHEET U-10 ,c >% s / L' UTILITY PLAN SCALE: 1"= 100' U-9 WESTSIDE PARKWAY - PRASE INC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT _ - --------------- 12-5 ------------------------------------------------------------------------------------ Xt r 6OST7 T - C $ Y ➢ Ex s+ RIP RAP � T .. Exis+ BE RELOCATED RIP -RAP i�•� t; TN3 AKE BO - IV C - ! 0.05 TO flEMA1N 1� - a x .- ,- 9 105 r-"'- 5 MV. EL 356.22 R 1L�11UI UI"2 fSN' I♦'j �}{y}yt� 1 HEADWALL,'' - _ f As*uiil ✓7 .i�i�l ID i J STA CNL' 4+19.45 'T ,' 1 f L INV EL 355.2 -36A ice- _ p '' , Exist 363 5 '` - 7 rt 7 45 J ry 'VL ALLEN AD Exist o1L CNL - 'CNL LINE 9 t ;`✓ _ ^1 BOXS CULVERT RO a � -I FACILITIES G STA o 83 40 14 ET - ) w (PROTECT =-�� "d+T9- C.__ 6 _- E ` Z Hll 1 © 4L83H 9 56 IN PLACE) s - �� _ Pa- I Exist 21 KV OH R-39.50' FG -364.0 �et� C - 1 I I, ;3�R El EGTRICAL (KLWAi T-36.03' FG 364.5 ,_, ` o � L=57.31 _ - EXISTING RECHARGE _ �` ILII - BASIN "L" AL890 58,NFL. 10' FG=363.5 1 ' T6' t <d % R-57.50' 220' T=55.49' TRANSFER O e. =88.28' B B PLACE RELOCATED STRUCTURE4 ; o TRANSFER p m 0D -I RIP -RAP NO. 1 o Q ZCOORDINATE STRUCTURE w ti NO. 2 °i n _ I, / O N 2319711.81 E 6219314.51 -Exis+ PRBW60 CHANNEL CL 4 EC STA CNL' 5+36.76 z 4 Fy a I N 2319656.29 E 6219384.45 NORTH ENO BOX CULVERT m INV. EL -356.22 �I 3 N 2319314.79 E 6219464.32 - SOUTH END BOX CULVERT RECHARGE BASIN V g d n 11 =J BOTTOM EL=357.0 ,g RECHARGE BASIN "D" E �.� I t` -Q4 N 2319284.54 E 6219507.12 - EC CANAL RADIUS OS 00 ^ BOTTOM EL=357.5 D- E_ N 2319332.30 E 6219937.76 - BEGIN TRANSITION R=40' TYP a o� NOT USED �w UNLESS NOTEpou_ f 0 0 �I n t O7 N 2318970.67 E 6219365.45 -BASIN SERVICE ROAD CL ��. I OTHERW z ISE R�0' ,I � I Q8 N 2319287.83 E 6219990.88 -BASIN SERVICE ROAD CL _ 1 SERVICE ROAD FG=363.0 FG=364,0 I� FG -364.0 5 89'16'13 E 561.97 1 ep 1 UTILITY PLAN Da*e: Descrl r THISPLAN ACCURATE FaR LT LITY WORK ONLY. p o _ ie Nome: x oEi 5 EETS 2i WATER (KCWAI ,.. *d tat 3ai cR Exist IN-- Jae He.: Engineer: r` (PROTECT T9WP6C p. cfloNamsr C/TY OF BAKERSFIELD, CALIFORNIA wrc J ANIEL 5. SERVICE ROAD w -Exist - Ex st 21 KV OH ELECTRICAL (KCWA) PUBLIC WORKS DEPA RTMENT u5EPN4NE =:uSEP=gnimcbuccia w:StNn. PLACE RELOCATED ° - c 1N1 ' (PROTECT IN PLACE) t{ (� ) ,wIT3071 RIP RAP -a"t Ex st RIP RAP TO BE Exist RRBWSD INTAKE CHANNEL II M crva RELOCATED NOTE i BACKFILL EXISTING CHANNEL AND �II� =„.•- "� "' i mmO .. [ COMPACT PER SPECIE (CATIONS MATCH TDP OF I Y P aY p w' EXISTING EMBANKMENT GRADES (MIN SING EL=364 OI W BETWEEN EXISTING ALLEN ROAD CROSSING AND THE NEW CHANNEL TIE APPROX 6T0 "' Ilii STA CNL 0+ QtIN 21+16 o�� or ze zo z EL 354.5 FG -364.5 9 xEstsrwEo axaFessian xctxEEx rows errxovnl mre STA "CNL 21 .f ViR,INV. y 2 Preporatl For: III I�. CITY OF BAKERSFIELD FG 364.0 ! _y .: -1 m 1600 TRUXTUN NUE 21 �L ii BAKERSFIELDCALIFORNIA 9]JO1 FIEL�ptlCRY: l-ill ;/, 1 FG 366.1 ♦ ,'. _� ..N L y_ t PD RO i 0[� - � _ SERVICE -p SNS WE � !! WALL It,rvx A+?+IVipGE STA CNL 1+2g 73 - n � ! 205 "� Y 3 C.& Ell INV.wy EL 359 B . l_ ,. 1r0 R.E.Nfl' _ Xt r 6OST7 T - C $ Y ➢ Ex s+ RIP RAP � T .. Exis+ BE RELOCATED RIP -RAP i�•� t; TN3 AKE BO - IV C - ! 0.05 TO flEMA1N 1� - a x .- ,- 9 105 r-"'- 5 MV. EL 356.22 R 1L�11UI UI"2 fSN' I♦'j �}{y}yt� 1 HEADWALL,'' - _ f As*uiil ✓7 .i�i�l ID i J STA CNL' 4+19.45 'T ,' 1 f L INV EL 355.2 -36A ice- _ p '' , Exist 363 5 '` - 7 rt 7 45 J ry 'VL ALLEN AD Exist o1L CNL - 'CNL LINE 9 t ;`✓ _ ^1 BOXS CULVERT RO a � -I FACILITIES G STA o 83 40 14 ET - ) w (PROTECT =-�� "d+T9- C.__ 6 _- E ` Z Hll 1 © 4L83H 9 56 IN PLACE) s - �� _ Pa- I Exist 21 KV OH R-39.50' FG -364.0 �et� C - 1 I I, ;3�R El EGTRICAL (KLWAi T-36.03' FG 364.5 ,_, ` o � L=57.31 _ - EXISTING RECHARGE _ �` ILII - BASIN "L" AL890 58,NFL. 10' FG=363.5 1 ' T6' t <d % R-57.50' 220' T=55.49' TRANSFER O e. =88.28' B B PLACE RELOCATED STRUCTURE4 ; o TRANSFER p m 0D -I RIP -RAP NO. 1 o Q ZCOORDINATE STRUCTURE w ti NO. 2 °i n _ I, / O N 2319711.81 E 6219314.51 -Exis+ PRBW60 CHANNEL CL 4 EC STA CNL' 5+36.76 z 4 Fy a I N 2319656.29 E 6219384.45 NORTH ENO BOX CULVERT m INV. EL -356.22 �I 3 N 2319314.79 E 6219464.32 - SOUTH END BOX CULVERT RECHARGE BASIN V g d n 11 =J BOTTOM EL=357.0 ,g RECHARGE BASIN "D" E �.� I t` -Q4 N 2319284.54 E 6219507.12 - EC CANAL RADIUS OS 00 ^ BOTTOM EL=357.5 D- E_ N 2319332.30 E 6219937.76 - BEGIN TRANSITION R=40' TYP a o� NOT USED �w UNLESS NOTEpou_ f 0 0 �I n t O7 N 2318970.67 E 6219365.45 -BASIN SERVICE ROAD CL ��. I OTHERW z ISE R�0' ,I � I Q8 N 2319287.83 E 6219990.88 -BASIN SERVICE ROAD CL _ 1 SERVICE ROAD FG=363.0 FG=364,0 I� FG -364.0 5 89'16'13 E 561.97 1 ep 1 UTILITY PLAN Da*e: Descrl r THISPLAN ACCURATE FaR LT LITY WORK ONLY. SCALE: I = 50 ie Nome: Drown: ❑. cHILAflpuccl WESTS/DE PARKWAY - PRASE l S6ckooto.p1 Jae He.: Engineer: T9WP6C p. cfloNamsr C/TY OF BAKERSFIELD, CALIFORNIA note! e09128l2012 Cneonea oyt M. ROBERTS PUBLIC WORKS DEPA RTMENT u5EPN4NE =:uSEP=gnimcbuccia AGN FILE _> 5:\pMJM Henic\16615.D012\Subs ca\29066221\CeND\Ovu\Sneer\S6cknnt n.oie 12.5-178 Exist RECHARGE BASIN (RRBWSD) y�9 6 (Exist i Exist WEIR TO REMAIN j (PROTECT IN PLACE) Exist TURNOUT STRUCTURE TO DE REMOVED AND DISPOSEp' ' c OF OR RELOCATED AS DIRE TED BY RRBWSD REPRESENTAATy� / - E, RIP -RAP TO REMAIN 2 - �- 1 / R=40'TYP. w FG 363.0 w w � p11°5T 19 1172 -_ - 6.5 "i WESiStDE 4K95 FG=362 0 q 190 - _ � j6 5329 b 0 LOUT 1'O �IfifA1N Exist 27WATER: A-SlACEi (PROTECT IN FLA( ERVICE ROAD " N or" I 801.00' -- _- - _ RECHARGE BASIN "E" "-- B0770M EL=357.0 z FG 363.0 J 5 99°18 13 E 149]13 - � — a igloo: 0aie: 0 n tion: - THIS PLAN ACCURATE FOR UTILITY WORKONL\: F�e56Ck00 I I.plg N D."GHILARDU161 e T9WP6C D. CRONOUIST 09/28/2012 M. ROBERTS sXEET i not 65/uNf 13] s 399rs rN°vAN1EL 5.(ei. CIVIL ruff of x accls¢wn vaucssl Lxcrtun vLu+sAPvRCvu oArE Preporetl Fpr: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE 9AKERSFIELO CALIFORNIA 93301 PraOa retl--L': •, ,AEE n COORDINATES O N 2319267.13 E 6218821.79 - BASIN SERVICE ROAD CL Q N 2319385.89 E 6218322.46 - BASIN SERVICE ROAD CL CONTRACT No. 79 /BUILT C.C.A. DATE lam— —yrs RR EE1-10Ey� R. E. fofr tincW approval of As -Built information UTILITY PLAN SCALE: I"= 50' U -11I WESTSIDE PARKWAY - PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 12.5-178 I Exist FENCE (PROTECT IN Exist RECHARGE BASIN (RRBWSD) krtz 3:1 3 (Exist GOOSE LAKE SLOUGH BOTTOM EL=356.5± VERIFY) ^' EXCAVATE NEW CHANNEL TO LIMITS SHOWN. BOTTOM ELEVATION SHALL BE 354.5 WITH SLOPED v� EMBANKMENTS OF 3:1 A -�A R=60'TYR 1 R-3715 L-775,07' 411°57'19' ' FG 361 0 COORDINATES O1 N 2319349.48 E 6217493.61 - BASIN SERVICE ROAD CL 0 N 2319289.10 E 6217554.88 - BASIN SERVICE ROAD CL ON 2319078.65 E 6217864,57 - BASIN SERVICE ROAD CL st°x.( SHEET Sx EETS 13S 3<9 NO VPN IEC S. fxn �e P „ 73077 ,p12/31n crvE PEGI STFPEN PPC] ES510 fNLIMEP pLRXS >PPPOVLL P1TE Preppred for: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFORNIA 93301 Pf poIELD CPLIF red by. F_ GHILARDUCCI WESTS/DE PARKWAY - PHASE SC I. CROONOUIST CITY OF BAKERSFIELD, CALIFORNIA ROBERTS PUBLIC WORKS DEPARTMENT IL.O-'1 fo -- w AS BUILD - VVESTsIDE Pkwy—"a uNE e w CONTRACT No. 9 2 4 B5 6 - _ C.C.A. DATE_ R.E. NAME JOIN Ex's+FENCE AP GRADE ACCESS ROAD ON A D-1]3041'45" V4 R T.00 - - CONTINUOUS SLOPE FROM L 136.42' THE EDGE .0 JENKINS ROAD TO FG -363.0 OF AT THE BASIN RECHARGE BASIN "E" R. E. SI nature for fi al royal 9 p FENCE (TYPE CL-6)\IEMANKMENT BOTTOM EL=357.0- MATCH Exist GRADES JENKINS ROAD ACCESS of As -Built information AT JENKINS ROAD o 5 89°18'13" E 353.7 e � a FG -363.0 Q d N Z � r z v� 15LFOUBLE GATE --EXTEND LU FENCING TO CONNECT TO` Exist FENCING JOIN Exist FENCE AP p UTILITY PLAN THIS PLAN ACCURATE FOR UTILITY WORK ONLY. _ SCALE: I"= 50' U-12 GHILARDUCCI WESTS/DE PARKWAY - PHASE SC I. CROONOUIST CITY OF BAKERSFIELD, CALIFORNIA ROBERTS PUBLIC WORKS DEPARTMENT IL.O-'1 fo EL=364.50 BOTTOM EL SEE PLAN TYPICAL CHANNEL SECTION rA SCVe: RORZ. 1"=10' _ VERT. r'=5' TYPICAL SECTION e SW : HOML Y=10' VERT. 1"=5' COMPACTED TYPICAL SECTION c SGIE NOPE. VERT. 1"=5' 4a' APPROX. EXIST. TOP EL SEE PLAN p GRADE / I COMPACTED / BACKFILL BOTTOM Elev E PLAN TYPICAL SECTION o SCALE: HOWL 1" VERT. 1 6' HIGH INKFENCE CT IN PLACE) APPROX. EXIST. GRADE_ RAS IN D INV EL=357.5 / 2 / F/ / SLOPE / a-- -- / 1� CAPPROX. EXIST. GRADE BASIN INV SEE PLAN TYPICAL SECTION e SCALE HOPoL 1°=I G' VERT. 1"=5' _ APPROX. EXIST. GRADE -- AS BUILT CONTRACT No.12p)/ GG C.C.A. DATE '/ 5 R.E. NAME 6746 R.E. Signature for f al approp, of AS -Built information E SEE po%Esa o S' 5S NEI ANIEL S..ey P D 30]T /I a G FVIL a�rctrt�Mp' R-/��\J✓ 09-20-2012 PFLIS IFAEBPP�BF `5[. PLANS APPPOVAC BAiE for: CITY-ed CTY CJF BAKERSFIELD 1600 TRUXTUN AVENUE R BAKESFIELDCALIFORNIA 93301 Prepare dww b':�: ..,, A1 TYPICAL SECTION SCALE: HOR¢. 1'=10' VERT. 1"=5' TYPICAL SECTION c SCAT HOflIZ. I'=10' VERT. 1"=5' - UTILITY DETAILS SCALE 1"=50' UD -1 S6Ckd001.dwg V. CAMPBELL WEsrsw PARKWAY - PRASE 6C r9wP2o D. caoNoulsT CITY OF BAKERSF/EL D, CALIFORNIA 09/26/2012 cMc ROREkTS PUBLIC WORKS DEPARTMENT 12.5-178 A TRANSFER STRUCTURE NO. 1PLAN S(A E: HOR2 1^=10'-V - AE3UILT TRACT No. /rV V DATE —� S NAME R.E. Signature for fin"pproval of As-Buillt information TOP OF EMBANKMENT I T 12.5-178 SHEET TOTAL NO. SXEETS PPOs igxa/ o f og ~gip v po 1J5 319 � ANIEL S, fo n CRONO �.*.� m ]3077 =pl2/31 /1 6R _ ��'�'• 09 -2B -2B12 ISIFAF➢ PXB IONLL FHGIXEFA PIANS APPPBVAL XA1E -ed For: CITYC CTY EVA ERSFIELD RIP RAP 1600 TRUXTUXTUN AVENUE BAKER SFIELB CALIFORNIA 93301 LENGTH OF CSP PRIOR TO CONSTRUCTION P Ya paredww bye�: ..,, A� 12.5-178 ( EMBANKMENT ��� o f og ~gip v �.*.� _ r3 �+'+ 6R _ RELOCATED 9i ___ _______OCATE "= RELOCATED ... B _ CONTRACTOR TO VERIFY `'" RIP RAP - yl RIP PAP fi LENGTH OF CSP PRIOR TO CONSTRUCTION '- 2' 35'3 33 ^tSIyi'4`ti.yty.Y .-Z V RIES TOP OF SIR EL=364.0 TOP EL=, 64.5 9:/ of . =EL=357.0 4_1 4:1 o _ L=356.5_36" LCiE DIA CSP CULVERTLNV. TM OF TM OF F56. EL=356.5 - ry BASIN O SLOPE—�� BTM EL -357.5 s`�r ' ` TRANSFER STRUCTURE NO, 2 PLAN 2 NOTE: BH I. PROVIDE 1.5 -FEET MINIMUM COYER OVER TRANSFER PIPE. 51:41E HORIZ. RELOCATED 2,AREA AROUND OUTLETS TO BASINS SHALL BE DEPRESSED RELOCATED 80,7. RIP -RAP AS SHOWN. RIP -RAP 3.AREA AROUND INLET WITHIN CANAL CHANNEL SHALL NOT CONTRACTOR TO VERIFY - BE DEPRESSED BUT SHALL HAVE RIP -RAP AS SHOWN LENGTH OF CSP PRIOR TO CONSTRUCTION 34'3 1 40' 1 6, 20' TRANSFER STRUCTURE NO. 1 SECTIONA VARI S EMBANKMENT SCALEHORIz f=1 0' -V - TOPEL=364.0 P=5' -D^ 20' _ TOP OF STR EL= 63.5 bl _ A , m z INV. L=3 6.5 e 3 i 1 V. =EL=356.0 - EXIST. BASIN D BASIN D EL 356.0 J 6" DIA CSP CULVERT_ _ INV EL=357.5 s 3 EL=357.0 �` a -3- SLOPE— x NOT I 1.PROV[OE LS -FEET MINIMUM COVER OVER TRANSFER I RELOCATED PIPE. RELOCATED 2 AREA AROUND INLET AND OUTLETS TO BASINS SHALL RIP -RAP RIP -RAP BE DEPRESSED AS SHOWN. TRANSFER STRUCTURE NO.2 SECTION g RSLUE: HORID. f=DP-V _ S& UTILITY DETAILS UD -2 evIplay HIF!', -_B R11, ewg v. CAMPBELL WESTS/DE PARKWAY - PHASE SC 0o no.: l.TO: O. , aON_amsT CITY OF BAKERSF/EL D, CALIFORNIA rswPzo ,e _ oTe09/28/2012 tl by. cM cROBERTS PUBLIC WORKS DEPARTMENT 12.5-178 Q " --- TYP ALL SIDES AND BOTTOM SINGLE BAY PLAN SCALE: 3/4"_1-P 13x3A" TYP 3 SIDES, RECESS Y'-3 e 3/4' BELOW TOP OF L3x3x WALLS FOR GRATING _ % / -- - - `1_ SEE SECTION L 3x3.%" WELD TO BACK PLATE TYP 1. CSP SHALL BE CORRUGATED STEEL PIPE 0.109 -INCH WALL THICKNESS WITH FULL CIRCLE HELICAL OR CIRCUMFERENTIAL CORRUGATIONS, 2. PIPE AND COUPLING BANDS SHALL BE ZINC -COATED CORRUGATED STEEL CONFORMING TO AASHTO M36 TYPE I. 3. ALL CSP PIPE AND FITTINGS TO BE LINED AND COATED WITH BITUMINOUS MATERIAL TO A MINIMUM THICKNESS OF 0.05 -INCH. 4. STRUCTURES SHALL BE SHOP FABRICATED. STRUCTURAL STEEL FOR WELDED STEEL TURNOUT AND TRANSFER STRUCTURES SHALL CONFORM TO ASTM A36. 5. COAT ENTIRE STRUCTURE WITH 20 MILS OFT COAL TAR 2ACT No.`/ y w, DATE q -/3- /s R.E. Signature forfinaLGpproval of As -Built information L 3x3x%" WELD TO BACK PLATE, TTP 2'k 6'k 4'-11" ROUGH CUT CEDAR WEIR BOARDS, PROVIDE 13 FOR EACH STRUCTURE, VERIFY LENGTH WITH DISTRICT REPRESENTATIVE TO ASSURE PROPER FIT. WEIR BOARDS TO BE GRADE D AND BETTER, CLEAR, KILN DRIED. SEE F DETAIL END WALL SECTION q SLOIL 3/C=1' -V /41 36 CS STUB, SINGLE BAY ELEVATION B SCALE: 3/6=1'-T 3/4 STEEL PLATE, TYP ALL SIDES AND BOTTOM 1/4" STEEL 1/4 PLATE, T % YP '3x1/4 PLATE 1/4 L 3x3YJ"' 2 3/4" CLEAR TYP EACH SIDE OF STRUCTURE TYPICAL END WALLSECTION /p1 3LNE Er v_cr L 3x3x%", TYP 1/4" STEEL PLATE, TTP 1/4 L N3"x6"x1/2" PLATE LIFTING LUGWITH 1 1/4' DIA HOLE, YP TEACH SIDE WELD 1/4"x3/4" GRATING RETAINER BAR TO TOP OF 3%3 ANGLE SECTION �c SCALE: Y=1' -V SECTION E SCNE: T=t'-tl' 1/4" STEEL BOTTOM PLATE, TYP SECTION F SCALE: 3'-1'-V -L Oxy" ACROSS BOTTOM, TRIM LEG TO 2 1/8" g UTILITY DETAILS TOT1L UD -3 NO. SX E£T' ppo �oNq o I]6 3<4 e ANIEL 5 ('A s6Ckdo03,dwg u LRONODIST WESTS/DE PARKWAY - PHASE SC a _� 4312�IZ� -_ CITY OF BAKERSF/EL D, CALIFORNIA Ne.: PECISiFPEO PRO�.SIONAL ENGINEER PLLNS APPPOVAL GATE ed For: CO 7Y 1 CITY OF BAKERSFIELD 1600 N AVENUE BAKERSFIE LO CALIFORNIA 93301 SFIELD P Fepa.e dbb,: e=' ASEEMM N3"x6"x1/2" PLATE LIFTING LUGWITH 1 1/4' DIA HOLE, YP TEACH SIDE WELD 1/4"x3/4" GRATING RETAINER BAR TO TOP OF 3%3 ANGLE SECTION �c SCALE: Y=1' -V SECTION E SCNE: T=t'-tl' 1/4" STEEL BOTTOM PLATE, TYP SECTION F SCALE: 3'-1'-V -L Oxy" ACROSS BOTTOM, TRIM LEG TO 2 1/8" g UTILITY DETAILS UD -3 oN: IF, 1e Name: - s6Ckdo03,dwg V. CAMPBELL WESTS/DE PARKWAY - PHASE SC -_ CITY OF BAKERSF/EL D, CALIFORNIA Ne.: "g D. 7Z caoNoucsT "'P20 PUBL/C WORKS DEPARTMENT e=' e09/2B/20➢2 6hIKed by: M. lROBERTS 12.5-178 r ---------------- PLAN Water Line Shut Down: I. Water valves to be operated only by City of Bakersfield Deportment of Water Resources staff. 2. Contractor shall notify the City of Bakersfield Department of Water Resources 10 business. days prior to requested shut down per the following requirements. Disinfection: 1. Disinfect water system per City of Bakersfield Department of Water Resources Standards. Pipe Installation: 1. Water pipeline shall conform to City of Bakersfield Department of Water Resources "Standards and Specifications for Domestic Wafer Systems, ' latest edition. 2. Water pipeline shall be installed per City Std W -I with 4'-0" .1urm.. cover. m 3. Ductile iron pipe shall be class 250 and ce ent-mortar lined per AWWAC104. All joints shall be restrained. Thrust restraining joints shall be Flex Ring as nl by American Cost Iron Pipe Co. or equal. 4. PVC pipe shall be DR -18 per AWWA C900. 5. Encase ductile iron pipe in polyethylene wrap per AWWA C105 including service clamps. 6. Contractor shall verify elevation of existing utilities and water lines prior to materials purchase. 7. Water line shall have a minimum vertical clearance of 1'-0' from all utilities. Horizontal separation of water line from sewer line shall be a minimum of 10'-0. B. Where thrust restraining joints are not used, construct concrete thrust blocks per 2/WD-2. 1X84NFi g -g GAS -e -e BURIED ELECTRIC -¢ {ahl OVERHEAD ELECTRIC —to fo FIBER OPTIC fa doh)— -OVERHEAD FIBER OPTIC —1 -'I TELEPHONE of As -Built information - WATER --s -- --s SEWER ---o-- --o -OIL OVERHEAD TELECOMM. TRAFFIC SIGNAL INTERCONNECT -- Al Al fJ REMOVE Exist UTILITY Construction Sequence: 1. Potable Water System No. 1 (Irish Crystal Court) shall be constructed, inspected, tested, and in operation prior to any shutdown of the existing water pipeline in Renfro Road. 2. Potable Water System No. 1 shall not be shutdown when the existing water pipeline in Renfro Road is shutdown. 3. At no time shall Potable Water Systems No. 1 and No. 2 be shutdown at the same time. THIS PLAN ACCURATE FOR POTABLE WATER WORK ONLY. D. GHILARDUCCI e pANIEL OS (f*a «a. T30]T• y ,y12/31 /1 CIVIL a PE614fPEl4 PLMS APPflOARmwY>LDATE Preppred fpr: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 ASEE M City of Bakersfield Department of Water Resources 1000 Buena Vista Rood Bakersfield, Ca 93311 Contact: Brian Sanford (Cal Water( 661-201-5296 APPROVED BY: WATER SUPERINTENDENT DATE CITY OF BAKERSFIELD, DEPT OF WATER RESOURCES CITY ACKNOWLEDGEMENT OF WATER PLANS FOR CONSTRUCTION AND APPROVAL OF PLANS BY SIGNATURE DOES NOT ABROGATE CITY WRITTEN SPECIFICATIONS BY OMISSION OR MISINTERPRETATION. AUTHORIZED CITY INSPECTORS OR AGENTS MAY REQUIRE CHANGES IN PLANS BEFORE CERTIFICATION AND ACCEPTANCE IN ORDER TO COMPLY WITH STANDARD SPECIFICATIONS. LOCATION MAP SCALE: NO SCALE W WESTSIDE PARKWAY - PHASE BC T91i o. BRONOUIST CITY OF BAKERSFIELD, CALIFORNIA 0912812012`M..`ROBERTS PUBLIC WORKS DEPARTMENT 12.5-178 AS BUILT CONTRACT No.�9 Wpg, C C.C.A. DATE R.E. NAME,d! R.E. Signature fof lyWal approval of As -Built information THIS PLAN ACCURATE FOR POTABLE WATER WORK ONLY. D. GHILARDUCCI e pANIEL OS (f*a «a. T30]T• y ,y12/31 /1 CIVIL a PE614fPEl4 PLMS APPflOARmwY>LDATE Preppred fpr: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 ASEE M City of Bakersfield Department of Water Resources 1000 Buena Vista Rood Bakersfield, Ca 93311 Contact: Brian Sanford (Cal Water( 661-201-5296 APPROVED BY: WATER SUPERINTENDENT DATE CITY OF BAKERSFIELD, DEPT OF WATER RESOURCES CITY ACKNOWLEDGEMENT OF WATER PLANS FOR CONSTRUCTION AND APPROVAL OF PLANS BY SIGNATURE DOES NOT ABROGATE CITY WRITTEN SPECIFICATIONS BY OMISSION OR MISINTERPRETATION. AUTHORIZED CITY INSPECTORS OR AGENTS MAY REQUIRE CHANGES IN PLANS BEFORE CERTIFICATION AND ACCEPTANCE IN ORDER TO COMPLY WITH STANDARD SPECIFICATIONS. LOCATION MAP SCALE: NO SCALE W WESTSIDE PARKWAY - PHASE BC T91i o. BRONOUIST CITY OF BAKERSFIELD, CALIFORNIA 0912812012`M..`ROBERTS PUBLIC WORKS DEPARTMENT 12.5-178 --------------- Exist WHARF HE TO BE REMOVED Q Lt 122.08'"A" STA 143 -33.28 - CONNECT TO Exist I (POTHOLE PRIOR TO of - PIPE FABRICATION) -- N Exist 8" PVC WATER TO J (PROTECTINPLACE) l ofI EOEst REMAIN E(PROTECT E� IN PLACE) TYP L... r IRISH ' I CRYSTAL Ct b -- ist 8" PVC— BE REMOVED STEEL CASIN SOUND WA SEE WALL m I IF SUMP PARCEL PROPERTY r _ V1 \ Vm Rt 230.74' STA 141+08.08 POTABLE WATER SYSTEM No.�t tN\ FENCE SCALE HOriz 1" = 50' (PROTECT IN PLACE) SOUND WALL R+ 117.59'"A" STA 141+05.83 SEE WALL PLANS �OC - <p II II 1l II Fc 356 CONDUIT, SEE --QOM— 355 RA \ tV Exist 8" PVC WATER LINE TO REMAIN 354 _ I\ (PROTECT IN PLACE) a� I a, ELBOW 3 I" 1 �� \ �',� 306.60' Lt "A" STA 193+46.26 D 350 4 6 CONNECT TO Exist WATER LINE (POTHOLE PRIOR TO PIPE FABRICATION) Exist 0 PVC PIPE) \fit SEE DETAIL - o� `I Rt 116 00 r A STA 143 33 351 PIPE FABRICATION) - 24 CMV--, 347--- . 560 LF.:± x e DR -18 PUC DISTRIBUTION PIPE (AWWA. C900), 346 4' d, WO 2 PIP LNG DETAIL �,.. A, s __ms�s 1-� �i�LAI�(�[A AUjl1MN Dr _ m I IF SUMP PARCEL PROPERTY r _ V1 \ Vm Rt 230.74' STA 141+08.08 POTABLE WATER SYSTEM No.�t tN\ FENCE SCALE HOriz 1" = 50' (PROTECT IN PLACE) SOUND WALL R+ 117.59'"A" STA 141+05.83 SEE WALL PLANS SLL Vk I ALL_ S=0002 343 26D LF.: (LENGT Oe 3 �3 nm o w w m �o mz r a a z �p p Q 0 o wa L= to p <� az ------------- J mExlst JOINT DTII (POTHOLE PRIOR oo PIPE FABRICATID 00 Z I — — — — — e pAN IEC S 0 T T3077 X12/31 /1 r as zw z a¢clalxE vPolcsslM wx4E ruxs ea oveL one Prepared far: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAFERSIELD CALIFORNIA 93301 P repo etl by: Tnamnmry NOTES 1. CONSTRUCTION WITHIN Exist RESIDENTIAL YARD SHALL BE LIMITED TO THE Exist CITY WATER EASEMENT AND TCE FOR WALL CONSTRUCTION. 2. Exist PIPE AND WARE HEAD SOUTH OF SOUND WALL SHALL BE REMOVED AND DISPOSED OF. 3. CONSTRUCT THRUST BLOCKS PER DETAIL 2/WD-2 AT ALL FITTINGS FOR PVC PIPE, EXCEPT WHERE RESTRAINED JOINTS ARE CALLED OUT. AS BUILT :ONTRACT No. -Tr! XrV G C ----- :.C.A.IDATE�%-/ 6j -I- �OC - <p II II 1l II Fc 356 CONDUIT, SEE --QOM— 355 — — — - 1 354 _ 90 Vert: 353 a� I a, ELBOW 352 mz SLL Vk I ALL_ S=0002 343 26D LF.: (LENGT Oe 3 �3 nm o w w m �o mz r a a z �p p Q 0 o wa L= to p <� az ------------- J mExlst JOINT DTII (POTHOLE PRIOR oo PIPE FABRICATID 00 Z I — — — — — e pAN IEC S 0 T T3077 X12/31 /1 r as zw z a¢clalxE vPolcsslM wx4E ruxs ea oveL one Prepared far: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAFERSIELD CALIFORNIA 93301 P repo etl by: Tnamnmry NOTES 1. CONSTRUCTION WITHIN Exist RESIDENTIAL YARD SHALL BE LIMITED TO THE Exist CITY WATER EASEMENT AND TCE FOR WALL CONSTRUCTION. 2. Exist PIPE AND WARE HEAD SOUTH OF SOUND WALL SHALL BE REMOVED AND DISPOSED OF. 3. CONSTRUCT THRUST BLOCKS PER DETAIL 2/WD-2 AT ALL FITTINGS FOR PVC PIPE, EXCEPT WHERE RESTRAINED JOINTS ARE CALLED OUT. AS BUILT :ONTRACT No. -Tr! XrV G C ----- :.C.A.IDATE�%-/ 6j -I- �OC - <p II II 1l II Fc 356 CONDUIT, SEE --QOM— 355 — — — - 1 354 _ 90 Vert: 353 ELBOW 352 351 } 350 4 - - ------- 349 Exist 0 PVC PIPE) ITO REMAIN), - 34B --;- --. --- PIPE FABRICATION) - 24 CMV--, 347--- . 560 LF.:± x e DR -18 PUC DISTRIBUTION PIPE (AWWA. C900), 346 -- 'TOP EL 345.&7 345 344 90° vert ELBOW SLL Vk I ALL_ S=0002 343 26D LF.: (LENGT Oe 3 �3 nm o w w m �o mz r a a z �p p Q 0 o wa L= to p <� az ------------- J mExlst JOINT DTII (POTHOLE PRIOR oo PIPE FABRICATID 00 Z I — — — — — e pAN IEC S 0 T T3077 X12/31 /1 r as zw z a¢clalxE vPolcsslM wx4E ruxs ea oveL one Prepared far: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAFERSIELD CALIFORNIA 93301 P repo etl by: Tnamnmry NOTES 1. CONSTRUCTION WITHIN Exist RESIDENTIAL YARD SHALL BE LIMITED TO THE Exist CITY WATER EASEMENT AND TCE FOR WALL CONSTRUCTION. 2. Exist PIPE AND WARE HEAD SOUTH OF SOUND WALL SHALL BE REMOVED AND DISPOSED OF. 3. CONSTRUCT THRUST BLOCKS PER DETAIL 2/WD-2 AT ALL FITTINGS FOR PVC PIPE, EXCEPT WHERE RESTRAINED JOINTS ARE CALLED OUT. AS BUILT :ONTRACT No. -Tr! XrV G C ----- :.C.A.IDATE�%-/ 6j -I- �OC - If I I II II 1l II Fc ZK- CONDUIT, SEE --QOM— ELECTRICAL PLANS - xc-i-r SLL Vk I ALL_ S=0002 343 26D LF.: (LENGT Oe 3 �3 nm o w w m �o mz r a a z �p p Q 0 o wa L= to p <� az ------------- J mExlst JOINT DTII (POTHOLE PRIOR oo PIPE FABRICATID 00 Z I — — — — — e pAN IEC S 0 T T3077 X12/31 /1 r as zw z a¢clalxE vPolcsslM wx4E ruxs ea oveL one Prepared far: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAFERSIELD CALIFORNIA 93301 P repo etl by: Tnamnmry NOTES 1. CONSTRUCTION WITHIN Exist RESIDENTIAL YARD SHALL BE LIMITED TO THE Exist CITY WATER EASEMENT AND TCE FOR WALL CONSTRUCTION. 2. Exist PIPE AND WARE HEAD SOUTH OF SOUND WALL SHALL BE REMOVED AND DISPOSED OF. 3. CONSTRUCT THRUST BLOCKS PER DETAIL 2/WD-2 AT ALL FITTINGS FOR PVC PIPE, EXCEPT WHERE RESTRAINED JOINTS ARE CALLED OUT. AS BUILT :ONTRACT No. -Tr! XrV G C ----- :.C.A.IDATE�%-/ 6j -I- --- POTABLE WATER -.PLAN- - -_ --_�_- _ ----.. THIS PL ANS SCALE:, Horiz J'=50' -- - --',- ACCURATE FOR POTABLE WATER WORK, ONLY. ---- ` W -2 -- er - 2.5 D. GHILARDUCCT WESTSIDE PARKWAY - PHASE SC D. nCRONOUIST CITY OF BAKERSFIELD, CALIFORN/A Al �ROBERTS PUBLIC WORKS DEPARTMENT 12.5-178 ajjj9�nffaa+Tuuttre for Val approval -3 1 ZK- 3 {{�1 _- "` �%'S,i"i3"'01-i lffFormation 347 -DRAIN- 4 - - ------- 346-- TOP EL=345.17Exist STORM (POTHOLE PRIOR TO --;- --. --- PIPE FABRICATION) . 560 LF.:± x e DR -18 PUC DISTRIBUTION PIPE (AWWA. C900), --___.__ --- POTABLE WATER -.PLAN- - -_ --_�_- _ ----.. THIS PL ANS SCALE:, Horiz J'=50' -- - --',- ACCURATE FOR POTABLE WATER WORK, ONLY. ---- ` W -2 -- er - 2.5 D. GHILARDUCCT WESTSIDE PARKWAY - PHASE SC D. nCRONOUIST CITY OF BAKERSFIELD, CALIFORN/A Al �ROBERTS PUBLIC WORKS DEPARTMENT 12.5-178 - 4I CONSTRUCTION NOTES: Exist 12" PVC WATER i F CONSTRUCT THRUST BLOCK PER 1/WO-2 TO REMAIN 1 DETAIL D 1 ill % SEE BRIDGE PLANS FOR DETAIL I ®County of Kern r gh+ of -way per Bk 4800, Pg 622 O.R. Contractor shall obtain on encroachment E. V permit for construction in this area. N A\ IJ/ I I ) I ESBOW f i l l � tI i (II 2_ v— ..rte E + 24 HE GAS I - TO TH LOCATED BY OTHERR S) II W WESISIDF PKWY Exist 24" HE GAS (PROTECT IN PLACE) 24" HP GAS (RELOCATED) FOR 24" CAS CROSSING CALL 951-845-0712 KAUTION I STAND BY REQUIRED BOSSING 45° ELBOW 2 COMBINATION AIR RELEASE VALVE \#D-1 _ I 12' WATER STUB ABANDONED 9 ROAD BRIDGE . nos ssi /oti./ 139 5 30i 5 `Ne vANIEI S. e` ONOUIST - i30T7 �y12/31 /1 nva XF 4ISTEXE➢ PNOFE5510 41XEEP PLLXS gPPXOVGL XgTE Prepo red "o: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared by: A� General Notes: 1. Install pipeline per Detail 1/WD-2. 2. Patch AC pavemen+ per Clty Std ST -12. - ----"' Patch thickness shall be as required for an arterial. 3. Praise+ existing concrete curbs, gutters, sidewalks, A" LINE and driveways in place. 160 4. Exist HP Gas will not be relocated until after s+age I bridge is cOmpl.+e. 5. Potable water sys+em No.2B is net shown. vli 3 Exist 12"PVC WATER I AB '` TO BE ABANDONED ❑B" WATER BYPASS 3 I III _ I AS BUILT za SEE PROFILE P-1 Is o ' CONTRACT N0,%9Gi%�l__zC_ SEISMIC EXPANSION ASSEMBLY. Construction Sequence: F-- li II STEEL CASING. C.C.A. DATE 1 Prior to stage 1 bridge construction, install water bypass. Line shallbe 'nspec+etl FOR 24" GAS I' �� R.E. NAIvjrE and approved by City of Bakersfield Department CROSSING CALL fl `b' z 12" RESTRAINED JOINT p 951-845-0712 1 DUCTILE IRON, SEE PROFILE of Water Resources prior to placing into service. u, 1 p_1 CAUTION! CL 1 2. Once bypass is in operation, abandon STAND BY o1 RE [RE (I I' i' 45" ELBOW existing water line and commence with st0ge 1 bridge FOR construction. CROSSING ( ± V 3 12" WATER STUB 3. Install permanent water relocation with stage 1 , TO BE ABANDONED R.E. Signature for fi bridge construction. Line shall be inspected and I —[ 1 approval approved by City of Bakersfield Department of 1 of As -Built information Water Resources prior to placing into service. q J \ 4. Prior to stage 2 bridge construction, bypass water system shall be completely removed. E t SEE DETAIL 1D-1 20 S. Proceed with stage 2 bridge construction. 1 - I 1 - r r—Exist 12" PVC WATER POTABLE WATER PLAN TO REMAIN THIS PLAN ACCURATE FOR POTABLE WATER WORK ONLY. SCALE: 1— 30' W-3 Pevi¢ion: pest rl 11 on: ie Nome. orb.n: SfiCwo003. p1 D. GHEARDUCCI WESTS/OE PARKWAY - PRASE SC Ja0 Na.: Engineer: T9WP6C D. caDNGu16T CITY OF BAKERSF/EL D, CALIFORNIA pore: Cneoneo 09/28/2012 M. ROBERTB PUBLIC WORKS DEPARTMENT USERNAME ->L EmNFiloFE"ccid FGH FILE =) 5 Np N Harris\16911.001 Z\Subs-ce\29946221\Cgpp\Gi vii \S Mei\56[wOp].piq 12.5-178 ------------------- C B" WATER 24" GAS (STANDBY REQUIRED FOR CROSSING) 24" Min Cir (,WATER BYPASS CROSSING AT GAS LI wP-1 CONN ECT TO - Exist 12WATER SEE DETAIL w0 1 RELOCATED — o' Exist 24' HP GAS ¢ TO BE RELOCATED (SAS 1) (STAGE 2) � (STAGE 1) ---TELEPTIONE A �4.'HPGAS - 370 4 011_] TELEPHONE 360 IF -------------------------------------------------- X24" GAS (STANDBY REQUIRED FOR CROSSING) 12" WATER AS BUJ L ?_PERMANENT CONTRACT No. "R C.C.A. DATE IV -/3 -2-6LS R,€. NAM E. Signature ri' approval of As Builtinformotion FOR Elev, SEE GAS 24" Min Cir NOTE: WATER PIPELINE MAY CROSS ABOVE GAS PIPELINE IF MINIMUM COVER AND SEPARATION CAN BE MAINTAINED. VATER CROSSING AT OAS LINE p /ory� 1<0 3�4 °pAN1EL 5(r 73077 tv, t2/3L/t d- LPIEEP PLANS PPPPOVY PItE Prepared For: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 ASE—CM CONNECT TO Exist 12 WATER SEE DETAIL -- Exist 12 PVC WATER --- f-- 12' DUGTLLr IRON WATER --- -- "" PERMANENT RELOCATION L 370 - Ian 370 243 IF - RELOCATED ¢ 7 _ TO REMAIN 330 _ SEE BRIDGE PLANS m _ TELEPHONE 360 TO REMAIN + 350 330 _-_-- -, e a w _ _360 350 m h Exist tz" P Exist 124340 340 - -- PVC WATER - f FG - o m PVC WATER _ TO REMAIN 330 v _ m m _ _ SEE DETAIL WP_1 a TO REMAIN + 330 _-_-- a w m h - ' - POTABLE WATER SYSTEM NO.❑2 I- Exist 24 HP GAS e+ a _ __ (TO BE RELOCATED) nN (STA GE II n✓: _ _ ___ _ /41 PERMANENT WATER RELOCATION nN �0 q5° 45 45° _ WP 1 12' DUCTILE IRON x 256.0 LF _1ExcLDDes BRIDGE QUANnnesl_ -POTABLE WATER --PROFILES ------ --_ THIS PLAN -ACCURATE FOR POTABLE WATER WORK ONLY:. -20;-',W P -1 SCALE: Vert ]" _. 20' eels log. Dm De=er -Do . name. .'GR 56Cw001.p1 ILARDUCCI WESTSID£ PARKWAY - PHASE BC — JPabie Na.: T9W6C D. caoNDmsT C/TY OF BAKERSFIELD, CALIFORNIA - e+m -.1-0:912812012 09/28/2012 c�oxea er: M. ROBERT5 PUBLIC WORKS DEPARTMENT ____.__.---------- 4 -5--178-__. _i B" PVC WATER BYI 8" GATE VALVE (TYPE 1 e"x1 z"x12" TEE— Exist 12" PVC WATER TO REMAIN - 12" PVC HIGH - DEFLECTION COUPLING 12" PVC (AWWA C900)J DR 16 8" PVC HIGH Exist 12 " PVC WATER DEFLECTION TO BE REMOVED WITH \\\ COUPLING ROADWAY CONSTRUCTION 12" GATE VALVE (TYPE 130) WITH VALVE BOX PER CITY Sitl W-12 AND THRUST BLOCK PER CITY S+tl W-2 e 6. 3' LONG z 12" --------NOTE, DUCTILE IRON J 5'-0" Min FOR CONNECTION OF BLIND FLANGE REMOVE Exist DUCTILE IRON PIPE, 12" PVC WATER USE RESTRAINED THRUST BLOCKS WD -2 COMPACT TO SLEEVE COUPLING. (TYP.) 90% RELATIVE CONNECTION DETAIL COMPACTION Discharge nipple -schedule 40 pipe fittings -galvanized Steel Valve enclosure. Pipeline Products Model No. VC -316P 2" Combination Air Release Valve - Type 1210 Double wrap (2 layers) 2" pipe with POIyKen 900 tape through Insulated union concrete. A. 5itlewalK Valve Bax per COB Stu W-12 T brass pipe Positive slope Bronze corporation stop Bronze double strap Insulated union SECTION service clamp CAST IRON OD IO RfAO 'dry M 4'-2" BAK£/I$il£LD WAiAs' " Shutoff G\T I�/ OA, Trwsrm GRAD£ a❑❑Do _ valve (Type 130) fB Water Main rz° ❑O1]���❑ cAsr ww rz°vuLc ❑n��0 �0�(]0� ROKW/DAsr.RWUD MER flP£ OR �nWATERan £WAC Ir 1 T 1 7tj 1 I 1 *^y—Install 3" ciameter galvanixetl steel post at - Ohl BAKERSf160 pq KNEN1 SURFAaF �- �I OR FMIAI® GRAD£ - Ix _1 each carver of pad. Posts shall he embedded 2' n 51MCYITAC, �„ Y ENT into 2'-3" of concrete and shall extend 3' above /p RMAR 6T REBM ground. Posts shall be filled with concrete. cavd+£r£nae CAST MW 11' vaLK RN �W/ CAST IRov (/D REnrltlLa RLCLY.' z'N6'Sre• mCR Pw_ OP. 1Ntl NAaN EIXLiL isill NOoF, ^ .' sl CsNCFEIE YAR l,4- /rRELOW Al AG PALEN 1 Coat exterior of valve enclosure with two component PAVEMENT AREA WATER RESOURCES DEPARTMENT CIN OF BAKERSFIELD, CALIFORNIA inorganic zinc primer and high spa" top coat. BOX DETAIL Surface Preparation: 55PC SP -10 Min M in W-12 Coating Thickness: Ffypfete 1\� I Primer = 3 mils \I Intermediate = 5 mils Finish = 3 mils PLAN Finish coat color to be selected by Ir City of Bakersfield: Tan COMBINATION AIR RELEASE VALVE +D-1 p, CAST IRON OD IO RfAO 'dry M BAK£/I$il£LD WAiAs' G\T I�/ OA, Trwsrm GRAD£ a❑❑Do rz° ❑O1]���❑ cAsr ww rz°vuLc ❑n��0 �0�(]0� ROKW/DAsr.RWUD MER flP£ OR �nWATERan £WAC ❑❑ ❑❑ � 7tj SIDEWALK OR PARKWAY CAST. L0 N REID - Ohl BAKERSf160 pq KNEN1 SURFAaF Wa IFR'. dsr APoNSiIFpCRr RAND �I OR FMIAI® GRAD£ - Ix n 51MCYITAC, Y ENT /p RMAR 6T REBM 2''.Y SWAB£ cavd+£r£nae CAST MW 11' vaLK RN �W/ CAST IRov (/D REnrltlLa RLCLY.' z'N6'Sre• mCR Pw_ OP. 1Ntl NAaN EIXLiL isill NOoF, ^ .' sl CsNCFEIE YAR l,4- /rRELOW Al AG PALEN 1 PAVEMENT AREA WATER RESOURCES DEPARTMENT CIN OF BAKERSFIELD, CALIFORNIA VALVE BOX DETAIL W-12 VALVE BOX DETAIL THIS PLAN ACCURATE FOR POTABLE WATER WORK ONLY Foie N-.: DiD.— S6Cwc001.p1 D. GHILARDUCCI 0.. Engineer: o T9WP6C O. CR)NOUIST Dare: x®o or: 09/28/2012 M cROBERTS 0 Prepared for: CITY OF BAKERSFIELD 1600 TRUxrUN AVENUE 9ARERSFIELD CALIFORNIA 93301 Praporad�E bb'/::�r,������ /LECWn .T CONTRACT C.C.A. DATE E. Signature final approval AS -Built information POTABLE WATER DETAILS NO SCALE WD -1 WESTSIDE PARKWAY - PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ----------------------------------------------- ------- -. IL.O-'IID GuT CENTER FLORLINE PIPE TRENCH RIGHT ��WAY S££ PLAN 2' TYPICAL NAVI BACXML COMPACTED TO 909 RELATIVE AT MAXIMUM DRY OENSITY, EXCEPT AS MODIFIED BY S aAL P WIEON. S 95R IYREN IN STREET R/H: 3 METALLIC PIP£ IDENTIFIER TAPE. SELECT MATERIAL COMPACTED TO 85X RELATV£ DENSITY. TRENCH ZONE COMPACT£? TO &5R MIN. RELATIVE 0£N4TY. EXCAVATE TO CLEAR PIPE BELL AA .. MIN. MIN. PIPE O.D. 12"-24" ' 42' MINIMUM FOR 12' DIAMETER MAINS & SMALLER 95" MINAMUM FOR LARGER NOR 12" DIAMEIER PIPE xx6' MINIMUM FOR MAINS LEES MAN i2" DIAMETER 12' MINIMUM FOR MAINS 11' DIAMETER AND GREA RR NOTES: 1) WATER MAIN SHAD. BE LOCATED 2- FROM RIGHT-OF-WAY WEN PG59BLE 2) IN PAVED AREA MINIMUM COVER SHALL BE MEASURED FRIAR LOWEST GUTTER FLOALAW WAGE J) IN PAYED AREAS SPECIRCA17ONS fOR STREET SMUCINNt S,,nM, 0.4 PAVEMENT PATCHING B ECIFRA SON SHALL WIPERCEOE BACA,,U AND L1]MPACOON STA]£D. 4) SPRING UNE TESTS REWIRED ON 12" & LARGER PIPE DIAM£RR. WATER RESOURCES DEPARTMENT CITY OF BAKERSF(ELD, CALIFORNIA STANDARD PIPE TRENCH .PRRP.�D: TES' REV. 1 -2p -I1 - Wr, 2CES DEPhRTMENT DATE STANDARD PIPE TRENCH wo-z 71r TEE TEE 22 1/2' ELL A4 REBAR VALVE ANCHOR q'A 9 a 90' ELL rra4 a rorAU CROSS �EXTENG LENLM REDUCER OF CONCRETE *�_Y 0.VLRETE (3.5'x5.5'xJ.S'1 VERTICAL 45' NO ES 1) &1 VALVES FITIVIGR, AND OIRECRONAL PNANGES AR£ TO HE HELD W PLACE BY CONCRETE mwsn BUXEA, 2) BEARING AREAS WO/Oi TED AR£ BASED ON ALLOWARX SM PRESSURE LY ISOG PSE. J) LgILWETE l5 NOT TG BEAR AGAINST PIPE MRUST BL= W ONLY BE W CgITAGT NEM f11TMG 4) PARTS' MOCA S' SNAU BE PgMED AGAINST UNWSR/FBEO 504.. 5) JOINTS SULL BE KEPT CLEAR CY AMORE, WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA THRUST BLOCK DETAIL A",NDo: I. He. ek'A aJoy w—z AP'TAER - WA R RESOV DEPARTMENT OaIE REV. 1-9-09 AS BUILT o T THR CONTRACT No. 2c? 141 C.C.A. DATE_ R.E. NAME—ff. THIS I I o approve o AS -Built infor i iT BLOCK DETAIL �oET SEE. Ro••::,ox, wz s 3a4 s R U15T a ]30]] aol2/31 /IP xFClsrzRrn rxorFnlc EX61Nep PLANS eP4_Pw DveL Dere Prepared for: GITY OF BAKERSF VELD 1600 TRUXTUN AVENUE BAKERSFIELp CALIFORNIA 93301 Praporedww by: ------------------------ ••,, cua6p PDsr, TYP OF 4 2" BLOYIOFF, q TOP OF SEE DETAILSLOPE D - 2A 6" PVC PIPE FLANGED COUPLING WALL N ADAPTER 10"x6" 10" CHLdt STEEL TEE Exist STEEL PIPE BASIN 90° ELBOW (ANGLE UP AT POTABLE WATER DETAILS AN ACCURATE FOR POTABLE WATER WORK ONLY. NO SCALE WD -2 ie name: D,a.,1. WESTS/DE PARKWAY -PHASE BC s6cwco02.pl B. cNaARBuccl ,o, xe.: E�9lneer: r9WPcc D. cRONomsT CITY OF BAKERSF/ELD , CALIFORNIA : or: oGte09128/2011 cne�M.ROHeaBERTS PUBLIC TMRusr etorN SCHEDULE BEARING AREA Al SWARF IFEI PlP£ LE£ TCE OR WELL 45£4 T1 1/T'£!L PM/O CR0.S5 VALI£ 6 3 4 2 1 1.5 EA. 10 B 5 > A 2 3.0 E4. 55 10 8 )I 6 J AS EA. 9.0 ] Il ' IES B 4 6.S EA. ]JO TES' IES IJ IJ 1 flO fA. IB.O AS BUILT o T THR CONTRACT No. 2c? 141 C.C.A. DATE_ R.E. NAME—ff. THIS I I o approve o AS -Built infor i iT BLOCK DETAIL �oET SEE. Ro••::,ox, wz s 3a4 s R U15T a ]30]] aol2/31 /IP xFClsrzRrn rxorFnlc EX61Nep PLANS eP4_Pw DveL Dere Prepared for: GITY OF BAKERSF VELD 1600 TRUXTUN AVENUE BAKERSFIELp CALIFORNIA 93301 Praporedww by: ------------------------ ••,, cua6p PDsr, TYP OF 4 2" BLOYIOFF, q TOP OF SEE DETAILSLOPE D - 2A 6" PVC PIPE FLANGED COUPLING WALL N ADAPTER 10"x6" 10" CHLdt STEEL TEE Exist STEEL PIPE BASIN 90° ELBOW (ANGLE UP AT POTABLE WATER DETAILS AN ACCURATE FOR POTABLE WATER WORK ONLY. NO SCALE WD -2 ie name: D,a.,1. WESTS/DE PARKWAY -PHASE BC s6cwco02.pl B. cNaARBuccl ,o, xe.: E�9lneer: r9WPcc D. cRONomsT CITY OF BAKERSF/ELD , CALIFORNIA : or: oGte09128/2011 cne�M.ROHeaBERTS PUBLIC 45') ----- FLaNGECWPLINGSTEELaTER LASING WITH THHUSiESTRAINL�N" PVC p PIPE p_2A A /s1 PIPING DETAIL WORKS DEPARTMENT 1 0 BE Exis+ 8" PVC PIPE 90° 3 BLOCK s WALL _ CML&C STEEL PIPE AWWA C900 PVC > UISTRIBUTION PIPE FLANGED COUPLING ADAPTER WITH THRUST RESTRAINT BLOWOFF PIPE FLANGED 90° BEND COUPLING THRUST BLOCK 10"x6" STEEL TEE ADAPTER 4'-G" MIN. 3'x3' (BEARING AREA) PLAN -------- r�� 90° BLOCK WALL STEEL ELBOW CASING THRUST APPROXIMATE EXISTING GRADE BLOCK 1 0-2 10'1x'" REDUCER Q SECTION Exist ATCH CMP B_ 2A 8" PVCOUND PIPE PIPE �\�8" AWWA C900 PVC THRUST BLOCK DISTRIBUTION PIPE FLANGED MIN. 3'x3' 8"FLEXIBLE COUPLING (BEARING AREA)COUPLING ADAPTER 90° BEN Exist AI PVC INSTALL IRE CMP TO REMAIN OVER ENTIRE FILL ANNULAR SPACE VERTICAL RUN - WITH IMPORT SAND P, IfV 1II OF PIPE IZ—Illl,I 1 SACK SAND CEMENT W 81 --- SLURRY BACKFILL FLANGED COUPLING J 'e 90° BEND NOTCH CMP ADAPTER, Typ OF 2 AROUND PIPE BACK OF SIDEWALK 7-e —_�COMPACT BOTTOM OF 8" AWWA C900 PVC CONCRETE FOOTING RECEIVING PIT TO DISTRIBUTION PIPE UNDER VERTICAL RUN 95% REL. COMPACTION OF PIPE, BEARING TO A DEPTH OF 12' AREA=14 50 FT MIN. ELEVATION PRIOR TO PLACING THRUST BLOCK AND SLURRY. NOTES: 1. CMP, FLANGED COUPLING ADAPTER, IMPORT SAND AND THRUST BLOCKS SHALL BE PAID FOR CML&C STEEL PIPE. AS BUIL: n DETAIL •X 8" GATE (TYPE 13 C.C.A.D, / %/ ! sv/ i i — O1 2" SCH. 40 BRASS PIPE fie" D.I. TEEO 2 Y' SCH. 40 BRASS ELBOW GUARO POST, 8" AWWA C900 PVC ® 2" BRONZE BALL VALVE TYP OF 4 DISTRIBUTION PIPE IL FLANGED COUPLING AD APTEfl PVC PIPE ePe " 10"xB" REDUCER 90° ELBOW STEEL CASING SEE %2� THRUST BLOCK 2 2 DETAIL SVD -2 0-2 n SECTION D -2A I--------------- SXEET T ,azs, � 3aa `N�vAN1EL 5.(e .' CPONOUISi ,y12 /31 /I ;� IELISRPEp PXC6 E59EX6IXEEP PPXOVAL DLTE CITY OF BAKE RSFIELD 1600 Tftll%Tl1N AVENUE BAKERSF IELO CALIFURNI4 9JJ01 P �epofetl by: THIS PLAN ACCURATE FOR POTABLE WATER WORK ONLY. NO SCALE WD -2A rlie Na ! .1..n: 56CwcOo2c.Plg D. GHILARDUCCI WESTS/DE PARKWAY - PHASE 6C Jab NOT Engineer: r9wv5c D. cflonomsT CITY OF BAKERSF/EL D, CALIFORNIA Do+e: ne ken by: PUBLIC WORKS DEPARTMENT 09/28/2012 M.eROBERTB 12.5-178 -------------------------------------- MATERIAL LIST: THRUST BLOCK, Typ O1 2" SCH. 40 BRASS PIPE fie" D.I. TEEO 2 Y' SCH. 40 BRASS ELBOW GUARO POST, 8" AWWA C900 PVC ® 2" BRONZE BALL VALVE TYP OF 4 DISTRIBUTION PIPE TB" FLEXIBLE COUPLING O 2" THREADED PVC CAP4" STD. WT. SIL. PIPE, FILLED WITH T J CHRISTY V-24 WITH CONCRETE, PAINT SOLID COVER PIPE SAFETY YELLOW ABOVE GROUND ONLY POTHOLE PRIOR i0 PIPE FABRICATION 4 8" GATE VALVE (Type 130) 1 ^ NOTES: I. ASPHALT CONCRETE, 1 12" Oia SIDEWALK, CURB AND GUTTER, CONCRETE AND LANDSCAPING REMOVED > FOR PIPELINE INSTALLATION s ° SHALL BE REPLACED IN-KIND, 3/4" ROCK BASE PER CITY STANDARD. 2 BLOWOFF PIPE 2. THE COSTS ASSOCIATED G" PVL PIPE WITH ASPHALT AND CONCRETE REMOVAL/REPLACEMENT SHALL THRUST 2 BLOCK2 BE INCLUDED IN THE UNIT PRICE FOR PVC PIPE. NO ADDITIONAL COMPENSATION6" C.I. CAP WITH 2" NPT TAP SHALL BE AUTHORIZED THEREOF- THEREOF. BLOWOFF ASSEMBLY IN UNPAVED AREA n (P,, POTABLE WATER DETAILS THIS PLAN ACCURATE FOR POTABLE WATER WORK ONLY. NO SCALE WD -2A rlie Na ! .1..n: 56CwcOo2c.Plg D. GHILARDUCCI WESTS/DE PARKWAY - PHASE 6C Jab NOT Engineer: r9wv5c D. cflonomsT CITY OF BAKERSF/EL D, CALIFORNIA Do+e: ne ken by: PUBLIC WORKS DEPARTMENT 09/28/2012 M.eROBERTB 12.5-178 -------------------------------------- -tal of shop drawings contractor shall verify ,tion of all existing pipe to be modified for Pipe. II be Shipped in halves and welded in the field. shall be equal to the steel pipe. Minimum 0.25". of existing pipe as required. Cut ends of I be ground smooth. required for installation of buttstrap. Repair mortar lining and coating in accordance with pipe manufacturers requirements and awwo c205. 6. Submit shop drawings for review, construction materials and method for tie -In. ]. Install hondholes as required, see detail Note: 4' M'n t TYP 1. Minimum steel wallt thickness and filet tt weld size shall be 0.25 inches. 2. t -pipe wall thickness Min Min Min BUTT STRAP JOINT DETAIL Handhale Notes: 1. The interior surface of joints to be lined with cement mortar shall be cleaned and brushed with an approved cement adhesive immediately before mortar is applied. 2. The hOndhole shall be installed centered over a butt strap joint and shall be used as required where a ball antl rod swab cannot be used. 3. There shall be a min. of two handholes per joint. Field applied cement 4" threaded steel plug mar tar coating with square head. 4" min. die. threaded V, steel std. saddle pipe „a caupl Ing Apply gr.Phite base Field coat exposed _ """- "" interior surfaces of�'Y coupling and plug with Butt strap cement mortar mixed j,?, CML&C steel pipe with cement adhesive �sl' HANDHOLE DETAIL Steel CarriE 3/4" n Casing spa. PSI, or equal. Use three spacers for each pipe j. int or o maximum spacing of lo' -O" LONGITUDINAL SECTIOP Depth of spacer suitable to maintain grade and minimum clearance of carrier pipe Allowyq" minimum clearance between bell and inside of casing CROSS SECTION see nate 4 STEEL CASING NOTES: 1. Casing spacers shall be per detail and sized to allow installation of carrier pipe and prohibit pipe joints from exceeding the pipe mfg's. recommended joint deflection. 2. All casing sections shall be joined by continuous welding process. 3. Follow additional req'mts. per the applicable encroachment permit. 4. Each end of casing shall be fitted with an end Seal, installed as shown and securely fastened with s -s. clamps. The end seal shall be a min.l/q" thick neoprene. 5. Casing shall extend a minimum of 12 inches beyond the right-of-way On either side of Westalde Parkway. CARRIER PIPE LENGTH CARRIER PIPE SIZE MIN. STEEL CASING SIZE MIN. WALL THICKNESS CML&C Steel 236' 10" 20" 3/8" 3 W C` THIS PLAN ACCURATE FOR POTABLE WATER WORK ONLY. 09/28/2012 D. GHILARDUC ncineer: D. CRON0u1ST a cy: M.ROBERTS r dNI EL 5(e C LPONOUIST crva �1— as-ze-=a„ PEGISRXEp PXCiES51 FX4IXEEN PLANS<PPPOV LL DRE ,spored Far: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 AGE—cm Cement grout, c1cood In field standard laying length (20,-0" Min, 40 -0" Max) T' Min flat bell, Typ t ¢� Cement grout, placed in field o TYPICAL JOINT - r,,,CML&C WELDED STEEL PIPE D -2B POTABLE WATER DETAILS NO SCALE WD -2B WESTSIDE PARKWAY - PHASE 60 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT AS BUILT CONTRACT No. 7 9Wn C C.C.A. DATE !t—1 - /S R.E. NAME & .6. 6r/,' 6�sF R.E. Signature nal approval of As -Built information THIS PLAN ACCURATE FOR POTABLE WATER WORK ONLY. 09/28/2012 D. GHILARDUC ncineer: D. CRON0u1ST a cy: M.ROBERTS r dNI EL 5(e C LPONOUIST crva �1— as-ze-=a„ PEGISRXEp PXCiES51 FX4IXEEN PLANS<PPPOV LL DRE ,spored Far: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 AGE—cm Cement grout, c1cood In field standard laying length (20,-0" Min, 40 -0" Max) T' Min flat bell, Typ t ¢� Cement grout, placed in field o TYPICAL JOINT - r,,,CML&C WELDED STEEL PIPE D -2B POTABLE WATER DETAILS NO SCALE WD -2B WESTSIDE PARKWAY - PHASE 60 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT TRACT 6429 .�/ Exist 10" SEWER - ABANDON IN PLACE Exist BLOCK WALL - DRAINAGE SYSTEM, SEE SHEET D-9 Exist STORM GRAIN Exist 10" SEWER (TO BE REMOVED) - (ABANDON IN PLACE) Modify manhole _w-s�� Exist STORM DRAIN 4 1 SSD -1 T i 399.7 LF x 10 'PVC SEWER 368 L(147.64' Lt STA C 20+34:59 �21 360 DROP MANHOLE PER -11_ .�6 _ _ 344 - 340 332 328_ 324 *Ex's} 10" SEWER (PROTECT IN PLACE( - - .. -- - -_,- x-10 PVC SANITARY SEWER SYSTEM PLAN THIS PLAN ACCURATE FOR SEWER WORK ONLY SCALE: 1" = 40' ILel1 _ I I t -- I I i 8 -ROP -4 ---- - -SANITARY SEWER SYSTEM LAO_EL I - i PROFILE - SCALE: Her z 1"- 40' .86' Lt STA "A" 154+98.04 Exist 10" SEWER p"ress.oR, 14e sn44j Et SEWER MANHOLE s (PROTECT IN sPLACE) J��PArviFL s�'" DIFY MANHOLE) _� gaN0u15T r307T GROUT SOUTH INVERT. REMOVE PLUG TO EAST INVERT TRACT 6186 xist 10" SEWER DS-zs-tolz 'ROTECT IN PLACE) eDca,ERm PRCTcssm 1.11ADR Pugs RPPRDvu Dere Pre p rad F �: RENFRO ROAD SEWER LIFT /IL 1 {�qqq�� €r1�. IN PLALE)� -._ 1 AS BQ j 12 1 CONTRAC-r F � � C.C.AJ)ATE T R.E. NAME -_ _ _ CITY OF SAKERSFIELD STATION, SEE SHEET SSD -4 R.E. Sigriafureo incl apprpSol o = �--jAfg9m 1600 TRUXTUN AVENUE �J BAKERSFIELD CALIFORNIA 93301 LJNCj I P P tl by: Exist WET W LL (PROTECT INJLACE) A --- M I NOTE 1. CONTRACTOR SHALL PROTECT Exist FENCES AND WALLS DURING CONSTRUCTION. AT NO TIME SHALL THE SET CONTRACTOR BE ALLOWED ACCESS ONTO PRIVATE PROPERTY FOR SEWER CONSTRUCTION OR ABANDONMENT. 2. REMOVE EXISTING SEWER WITHIN 3 -FEET OF GRADING 8 9 A PN PLANE. 3. DUCTILE IRON PIPE SHALL BE CLASS 250 AND CEMENT MORTAR LINED AND COATED PER AWWA 0104. ENCASE BURIED DUCTILE IRON PIPE PER AWWA C105, INCLUDING SERVICE CLAMPS. 4. SEE BRIDGE PLANS FOR PLACEMENT WITHIN BRIDGE. TA C 26+89,191 - i SSD- F i i 54' Lt STA L 26 +89.20* * FIELD VERIFY LOCATION, PRIOR TO CONSTRUCTION of WET WELL --' --** PAID PERBRIDGEQUANTITIES 1 !1.....368 1356:62- T-- ..1 P s+, 10 INV 337.2$* 114.86' If STA A 154+98.04'. 1 364 xist BLOCK WALL E.i.t SEWER MANHOLE i1,_,. _-.-.- _{PROTECT IN PLACEL _,1 1 - __360_,, t_ L 1 1 356 p FG 352 ---1-y- iddl GROUT SOUTH I-, J54.2bLL -- -- yINVERT 348 19-4 LF x 4 42 RCP STORM DRAIN 344 Ex st--10 SEWER ____ DUCTILE IRON _ (BE!!- DRAINAGE PLANS) IN PLACE) 340 S€W€R FORCEMAIN-_-i - 'b '(PROTECT IN__T336 25/. _ Jt-10 SEWER -. - \ - - - - 5' MIN. ABANDON IN PLACE 332 -- /IL 1 {�qqq�� €r1�. IN PLALE)� -._ 1 AS BQ j 12 1 CONTRAC-r F � � C.C.AJ)ATE T R.E. NAME -_ _ _ _ _ ---------------- LL ---_ - -- R.E. Sigriafureo incl apprpSol o = �--jAfg9m �r�GH11LARD000I 1620 T-- - F- - --__ G - PVC SEWER CAP - -328 -324 P ih 20, STEEL CASING INV 320.41 ! 26.00 PER 2/SSD-3: -i-- SANITARY SEWER- ;SYSTEM Ill <* - PROFILE - -... --. - - ySANI FAIRY SEWER PLAN - ANo- PROFILE SS -1 WESTSIDE PARKWAY - PRAISE SC T9WP20 D. CRONQUISr CITY OF BAKERSFIELD, CALIFORNIA 09/28/2012 M. R1 'Z'eOBERTer: S PUBLIC WORKS DEPARTMENT 12.5-1 16 Where an hale lid is in AS BUILT CONTRACT No. C.C.A. DATE 3 Zb 6 R.E. NAME &,e�. la" l-6QAL- ii Westside Parkway pavement, 20" pattern letters, 4.O Min. I do not construct ancrete I 1 4.5 Mo.. 1 slab" I Outlet sox NOTES: Where incoming and outgoing s '' See note 11. NIEL s. 1. All frames and covers shall be tested for accuracy I pipes in a manhole vary in o£ fit and snap be marked in sets prior to delivery. 1.0" pattern letters, o 2. The seats of frames and bearing faces of the covers 0.125" high. Location I shall be machined for a smooth non -rocking fit between for county of origin s¢e, extend lower halves of the two castings, u,na°"`• 3. Cason s shall be Thoroughly cleaned and dip ed twice so -1 I� in a quick-dryinq,_jat-black asphaltic Comecon to \ P B.0" beyond insitle of wall and shape transition provide a pratectly. coating. ° L ul 4. All frames and covers shall be gray cos+ iron, free >oveovu�oars from warps, cracks, holes swells and cold -shot, and finish. WESTS/DE PARKWAY - PRASE 6C REGISTERED ago,sssl ENGINEER ruxs shell have workmanlike w highway loading should co 9,neer: Prepared for: 5. Cg rode shall conform, to the provisions of The channel between entls of CITY OF BAKERSFIELD spepifica}ions for gray -Iron castings, serial plP Pi designation ASTM: A-46, ClcaS No. 306. 1600 TBUXTUN AVENUE ower halves of pipes. AO + b. The name of the manufacturing company shall be IISy + on the underside of the Cover. Preps edw Shelf of --byM: nor more than 250 lbs. The cover shall weigh not I'1.`VM less than 120 lbs. nor mare than 200 Ids. 1\ �1 Shelf 8. Manhole covers shall have a self draining blind pick I 1 Where incoming and au+going in 9. The 2.0" pattern letters on the manhole covers shell hove the following designation: DRAIN 10. Assembly shall be designed for highway loading of HE I 11. 2.0" X 1.0'diamond at 0.125" deep. pipes a manhole are of he some diameter, the Top half of n _I ipe shall only be removed I between walls and he broken Inlet 1 Class "A" I edges 5µg11 be plastered 1 concrete �C__"7�� smooth Th cement mar tor. PLAN AT SURFACE PLAN AT BOTTOM P.C.C, slob at to be poured until paving is 'n place. slab and Iid R=O.5" to be 0.125" To 0.25 "'below new finished paving. MANHOLE NOTES: 1. All work shall form to the applicable sections of the 'Standard PE specifications entitled fselficatians, State of a Departmnt Californiedie of Transportation", approved o current tion. o 2. All unlined manhole IIoints shall be fHied with Kent seal E 2.0'MIN or approved black miss '}ic qual. Inside of manholes most be mortared and neatly raked or wiped on Inside of pipe. v o Pre -cast with manhole sections shall be constructed zSIR3. � ee the accordance with the provisions of ASTM C-478, C.• O� current edition. �a L 4. Concrete pad shall be cured with a white pigmented r:a cur!Qp compound as per specif icat,ans. section 90-T.O1B of the standard 5. All channels shall be smooth finished with steel trowel. Shel£ shall be broom finished for slip resistance. n b. For frame and cover details, see 2/SSD-1 a A < + ° A. class "A" �' trete m 4.69' SECTION n STANDARD MANHOLE DETAIL ssD-1 SECTION A -A Machined e Detail "A"Surfaces Taper Cover Frame DETAIL "A" 1.0" pattern letters, 1.5" self draining AS BUILT CONTRACT No. C.C.A. DATE 3 Zb 6 R.E. NAME &,e�. la" l-6QAL- R.E. Signature forVinal approval of As -Built information sNosTs'°ii?s 20" pattern letters, SECTION A -A Machined e Detail "A"Surfaces Taper Cover Frame DETAIL "A" 1.0" pattern letters, 1.5" self draining 0.125" high sNosTs'°ii?s 20" pattern letters, 0.125" high A ,a sox NOTES: Match lid to See note 11. NIEL s. 1. All frames and covers shall be tested for accuracy o£ fit and snap be marked in sets prior to delivery. 1.0" pattern letters, )30TT 2. The seats of frames and bearing faces of the covers 0.125" high. Location a°12/31/I shall be machined for a smooth non -rocking fit between for county of origin [1v1t x'S2g the two castings, u,na°"`• 3. Cason s shall be Thoroughly cleaned and dip ed twice so -1 in a quick-dryinq,_jat-black asphaltic Comecon to provide a pratectly. coating. 4. All frames and covers shall be gray cos+ iron, free >oveovu�oars from warps, cracks, holes swells and cold -shot, and finish. WESTS/DE PARKWAY - PRASE 6C REGISTERED ago,sssl ENGINEER ruxs shell have workmanlike w highway loading should be HS 20-44, 9,neer: Prepared for: 5. Cg rode shall conform, to the provisions of The T9WP8C CITY OF BAKERSFIELD spepifica}ions for gray -Iron castings, serial F 09/28/2012 designation ASTM: A-46, ClcaS No. 306. 1600 TBUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 b. The name of the manufacturing company shall be on the underside of the Cover. Preps edw T. Manhole frame shall weigh not less than 120 lbs. --byM: nor more than 250 lbs. The cover shall weigh not I'1.`VM less than 120 lbs. nor mare than 200 Ids. 8. Manhole covers shall have a self draining blind pick hole unless otherwise approved by the City Engineer. 9. The 2.0" pattern letters on the manhole covers shell hove the following designation: DRAIN 10. Assembly shall be designed for highway loading of HE 20-44. 11. 2.0" X 1.0'diamond at 0.125" deep. se I'll SECTION A -A Machined e Detail "A"Surfaces Taper Cover Frame DETAIL "A" 1.0" pattern letters, 1.5" self draining 0.125" high blind pick hole 20" pattern letters, 0.125" high A A SEwE Match lid to See note 11. find pick hole 1.0" pattern letters, 1.0" pattern letters, 0.125" high. Location 0.125" high for county of origin MANHOLE n FRAMES AND COVERS FOR MANHOLES so -1 SANITARY SEWER DETAILS NO SCALE SSD -1 WESTS/DE PARKWAY - PRASE 6C i6CjdG01.p1g D. GHILAROUCCI N,.: 9,neer: CITY OF BAKERSFIELD CALIFORNIA T9WP8C 0. CRONODIST F 09/28/2012 cneoned o M. ROOERTS PUBLIC WORKS DEPARTMENT 1_2.5-178 1 Bockfillcompacted to 952 relative ..pact; on in model .,a. from 3.0' beyond back of curb, wRM1In the existing roadway improvements. Bockfill compacted to 902 relative compac+ion in all o+her areas. Backfill In pipe zone compacted to 902 relative compaction. Po 111 moterlal within the place zone to conform to nates I, 2, and 3. ex For public utilities, ns+rac+ion raqui remen+s as per the Public Utilities Commission General Orders 6.0" E for SEWER TRENCH BACKFILL NOTES: 1.B.Ckf III for rigid pipe. Bockfill material within the pipe zone shall be free of deleterious material and shall have a Sand Equivalent of not less +ban 20 and shall conform to the following grading: Sieve Size Percentage passing 3/4" 100 No. 4 35-100 No. 30 20-100 This backfill material shall be placed in no+ to ...so o e fact (1.0' loose) layers, simultaneously on each side of the pipe In such a.Domer as no+ to damage or disturb the pipe an its alignment and grade. Each layer coal be thoroughly ...pasted by mechanical tamping. Backfill material shall be properly compacted to spring line prior to proceeding. 2.5ackfill for flexible pipe. Pipe and Fittings shall be installed In accordance with +fie current ASTM specif icatian 0-2321. only Cl... I and II embedment materials within the pipe zone will be considered suitable. within the pipe zone, water flooding and jetting shall not be used for backfill compaction for flexible pipe. The bedding and bdunching shall be hand placed +o the spring line of the pipe and properly compacted. Claes I bedding Is required for bantling and haunching. Care ahall be token not to dislocate the pipe. The remaining backfill in the pipe zone shall be hand placed and compacted in lifts not to exceed 6.0" thickness. Backfill material shall be properly compacted to spring line prior to proceeding. fill compacted +0 relative compaction Upper limit of pipe e shall be 1.0' .have top of pipe bell o outside did. of plain end pipe Iine 3.Backfill material above the pipe zone shall be free of deleterious material lamps o stones exceeding 4.0" in greatest dimension and shall e placed In layers not to exceed one foot (1.0' loose) and each layer shall be thoroughly compacted by mechanical tamping. 4.Tesfing of bockflll materials shall be in 6-rdance with the tests listed In Section -o3.01 of the Standard Specifications, for ASTM 01557, Method "C") £or trench width greater than 1.0' S Compaction tests will be required and shall be the responsibility of the contractor. The umber and location of the tests shall be determined by the City Engineer. The tests shall be inordance with the tests listed n Section 6-3.01 of the Standard Specifications, lar ASTM D1557, Method "C"). 6.Esch layer of backfill material shall ..at the compaction, sand equivalent and gradation requirements before the next layer is placed. T.Th, following shall apply for Trench widths: Tamping: 1.0' wider both sides Class I bedding or slurry: 6.0" wider both .!do. SEWER TRENCH BACKFILL AND COMPACTION DE MANHOLE NOTES: I. All work shall conforgl to the appplicable ectione f the specifications entlt led Standard S e.If lcat l ons, Bta+e of California,, Department of Transportation', approved current edition. 2. All unlined manhole points shall be filled with Kental or approved black nestle equal. Inside of me holes must be mortared and neatly raked or wiped on Inside of pipe. 3. Pre -cast reinforced manhole sections shall be constructed In accordance with the provisions of ASTM C-478, current edition. 4. Concrete pad shall be cured with a white poigmented curing compound as per section 90-7.018 of +he standard specifications. 5. All channels shall be smooth finished with steel trowel. Shelf shall be broom finished for slip resistance. 6. For frame and cover details, see 2/SSD-I /rP.C;C. slab not to be poured until R=0.5" Ravine / tto p"e 0.125' place. 0.25" belowd nelw flnlshed paving. o SECTION AQUI CONTRACT W. / % �G C.C.A. DATE -'-1-13---Z015_ DROP MANHOLE DETAIL R.E. NAME 1W. G. bt/1FfG�Ac ssD-2 R.E. Signature f fi al approval sy 20' MIN SSD -2 File Nome: brown: rule E D. GHILARDUCCi WESTSIDE PARKWAY - PRASE BC Job Nl be. emsmoor. CITY OF BAKERSFIELD, CALIFORNIA _Met Sea T9WP20 D. CRONOUIST 14 �5- + 4.69' pp 195 35 Apao�R�iNo515�T ate 0 73077 � p12/31 /1 d� xs`✓p a9-2s-201num—vaosssm acwssv vans ePvaova. Dere PrapOratl tor: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 I2.b-"I 10 SECTION AQUI CONTRACT W. / % �G C.C.A. DATE -'-1-13---Z015_ DROP MANHOLE DETAIL R.E. NAME 1W. G. bt/1FfG�Ac ssD-2 R.E. Signature f fi al approval of As -Built information NO SCALE I2.b-"I 10 SECTION iz1 STANDARD DROP MANHOLE DETAIL ssD-2 SANITARY SEWER DETAILS NO SCALE SSD -2 File Nome: brown: s6Cjc0O2.dwg D. GHILARDUCCi WESTSIDE PARKWAY - PRASE BC Job Nl emsmoor. CITY OF BAKERSFIELD, CALIFORNIA T9WP20 D. CRONOUIST -�a.ie0912812012 IoM �ROBERTS PUBLIC WORKS DEPARTMENT I2.b-"I 10 AS BUILT CONTRACT No.�9Lt/P6G C.C.A. DATE 4-13 --2-01-5- R.E. U/SR.E. NAME Le<-- L "1`V`6kAr— R.E. Signature for mal approval of As -Built information o o /oryN 146 3. ewAAN EL 5(Ps x g0�0ulsT 730 T1 12/31/1 Y w� 4IGufi4 y 12 Nox /J S+eel csing Carrier pl pe PEGISiEPEP PPVESSI dim, FNGINEEA PLANS RPPPOVAL PALE I Prapo red Por: — — CITY OF BAKERSFIELD i 1600 N AVENUE BAKERSFIE SFIELDLO CALIFORNIA 93301 ——End sepl, see nate 5 Rmepm 3/4" in. air. y. caaingrapocera, Waterworks NFg. Lo., RENFRO ROAD PVC P51, qupl. use Mme spacers d thre fpr SSD -3 pipe Joint pr 0 m ximUm spacing ,-0. of 10'-0" S6Cjc003.tlw9 ae3;m LONGITUDINAL SECTION Depth of spacer suHcble +o maintain + groes an mmum Clearance of ncarrier pipe Allow 3/4" minimum cleoronce between CROSS SECTION bell and Inside of ca ing STEEL CASING NOTES: 1. Casing spacers shall be per detail and abed to allow inatolloiion of c mer pipe and prohibit pipe Joints from exceeding the pipe mfg's. recommended Joint deflection. 2. An hosing sections shall be joined by con+muoua welding proadew. 3. Follow additional req'mts. per the applicable encroachment permit. 4. Loch end of asing Shan be fitted with o end seal, installed a shown and a 2y fastened with s. s. Glca pa. The and eem 6M11 be a min. 1/0" Mlck neoprene. No. LOCATION CARRIER PIPE LENGTH CARRIER MIN. STEEL MIN. WALL PIPE SIZE Cd SING SIZE THICKNESS 1a h RENFRO ROAD PVC 152' lo" 20" 1/4" STEEL PIPE CASING DETAIL sso-3 SANITARY SEWER DETAILS NO SCALE SSD -3 Dra n: S6Cjc003.tlw9 0. GHILARDUCCI WESTS/DE PARKWAY - PHASE OC Engin.es. CITY OF BAKERSFIELD CALIFORNIA rswPzo ocaoNoulsT: , .,a .tee ,.,,,, ., ,e... ;:'a PUBLIC WORKS DEPARTMENT 1" water Site Treatment Place 3/4gravel throughout .l + block s ce lift station ite. II + remain\yYi s s Otlar Con+r01 Svstem (not eM1ownl rotate adpr control system such that the blower wIll not ergencyw face the motor control center lerotor Hose bibb - or wet well. mention _�Shaee structure arin Is - p 0 0 ur Concrete slab. 6" thick Ta ttq w at IG" O.C. (botM1 tll rectlona) L slope slab aw01.y. y from wet at 2X slope. Instal M1otches per spec if icatione. ¢ Ouick Fence disconnect 1 box SSTx a tlaptep Typ _ ___\\�ManM1ole 1,c E / -- _ 10.s �L to be ewe 4 Sewern �—___ ba tl tl forcema r� — — -� — to t 10' Min. 6 CI TZ F maOUt eab to bole s+'uructur Eltet Wet well Retaining wall No. 154 see all SSD -5 and fence H1 Westside Parkway bn tlgewpl onsr Steel call per bridge plops Apprcoch slab fro Rood OC No. 5OC-0352 SXTOTAL 14EOET T5 141 23AA _ Ft1N01115} f^� o T30T1 4 31�2/3f /1 ^a IL*�N Nem ms aMkNROV 012 XECISiFAEL PPCfEiil fXG11FFA PLANS APPPOVPL GATE P r•a po red 'Fol-: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared bY= �WM SANITARY SEWER LIFT STATION SITE PLAN SCALE: 1/2"= 1'-0" SSD -4 Nam.; S6Cjc004.dwg or). cxll_aaouccl WESTS/DE PARKWAY - PHASE BC En). GHI: T9WP20 D. CRONODIST CITY OF BAKERSFIELD, CALIFORNIA . cneawm ey: 09/28/2 2 PUBLIC WORKS DEPARTMENT 01 M. RORENTS IL.J-11C AS CONTRACT No. T BUIL 9 Gni 9 C C.C.A. DATE 26/S R.E. NAME -l. ,1/�� R.E. Signature f fidal approval of As -Built information SANITARY SEWER LIFT STATION SITE PLAN SCALE: 1/2"= 1'-0" SSD -4 Nam.; S6Cjc004.dwg or). cxll_aaouccl WESTS/DE PARKWAY - PHASE BC En). GHI: T9WP20 D. CRONODIST CITY OF BAKERSFIELD, CALIFORNIA . cneawm ey: 09/28/2 2 PUBLIC WORKS DEPARTMENT 01 M. RORENTS IL.J-11C l Wetwell top 73I b #bCl use L, Division 2 I over �3 ft all around and 18° above gratla I ba I0lab _ /� / FC bie hatch Exist tosewer s s w Influent E L 1 F' 3•_D" _SSTFlanged coupling adaePLAN I I oL ----------------J Class I, Division 2 3 ft all around and Is' above gratla Access cover with fall pro#action Lable batch Exist 1c' sewer--y%f=_nL-----1 Influent INV 33Z25x Close 1, -. Division 1 i" Pump level ultra PVC [in. In [do transmitter surface of at well j - fat gedundafl..t and tap slab Flanged coupling LifSST cable cable adapter, Typ m and chh �- 3 Eorcemoim restraint ass. mbly Redundant floe+ '.i� Ductile Iron Discharge an switch for high/hi96 pips INV Revel alarm and pump start Z Pipe support per pump Mfr Exist 60 I.D. Class III pvc lined wet well {rcpt, Exist 1c' sewer--y%f=_nL-----1 Influent INV 33Z25x LAbandon existing 10" Stub Discharge piping (to remai n) Gude calls fat gedundafl..t wYch for law/low oval alarm and Dual pumps Install Self I ceaneng at I II ump I Exist Wet Well 4 INV 326.25.. Note: wContr..tar to verify fisting eI.V.tl.hN prior , construction. Notes: 01 Provide explosion proof seals for all electrical conduits lcoving or entering area. []2 3f+ radius from vent area shall be rated class 1, Division 1. 5ft roe us from vent ores shall be rated Class 1, Division 2. N n -shrink grout anhole M Water stop Sfee lase tea i l bane �Cored concre+e o Grout casing to Ill, provide 1.5 Pal structure Of leer opening 10 s war per bridge plans �z1 WATER STOP DETAIL IE Steel oozing per ssD-5 bridge plans Inv Na FS; 1. Except for piping, all Me wet Well shall be 2. All piping through we+ ductile Iran. 3. Cables for floats shall T Exist 12 x12 �-: ,.mf, both sides --Ex's+ base slab 6 a SECTION WET WELL & MANHOLE CONNECTION DETAIL SST rod, F=50Rsi Min Typ. Length varies, rod Dia shalt be same as flange bolt Dip, Typ. Rods shall be local 180 apart on flange, Typ 5" Typ Thread end of rod 5' andattach with nu+ \ 1 Manhole //�� aTyp nd, side of flange, \\\\\\ per detailC SSD -1 Wet well piping —Slope concrete base between Inver} and effluent �Iry AS 1w C B UILTupling-adapter CONTRACT No.TJ����� C.C.A. DATE/S R.E. NAMEa.,j�� O�/;44 EE��o.N tae 3qq ¢ PFONW13Sf e2" c T3oTT 12/31/1 d� 11 `^a a9-26-2012 pECI SEEPED Pp0EE55I0eeddX4XIEEP PLANS APPROVAL nAiE Preapo retl 'For: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared bye�: uu Ie1I Water stop, see detail e 8"xl/2"x8" plate, Typ Beveled washer, Typ Threadnd of rod & weld nut to end, Typ 2 coats Ditumostic #50, Typ Bore hole �/2" Din larger than rod d a. Seal void rvolt: LWet well side walls 1. Except for pi All metal JI—/iV�l work .'thin the e+ well shall steel. ure inalapproval information /1 pillill STATION PIPE RESTRAINT ASSEMI SANITARY SEWER LIFT STATION DETAILS NO SCALE SSD -5 p a S6Cjc005.dN,g D.GNILARDUCCI WESTSIDE PARKWAY - PHASE SC No.. Eng Eneer: r9W20 D. CRONOu15T CITY OF BAKERSFIELD, CALIFORNIA cRT PUBLIC WORKS DEPARTMENT A. ROB 09/28/2012 M. ROBERTS 12.5-178 NOTES: 1. SIGN LOCATIONS SHOWN ARE APPROXIMATE. EXACT SIGN LOCATIONS TO BE DETERMINED BY THE ENGINEER IN THE FIELD. LEGEND: SIGN WITH 1 POST F SIGN WITH 2 POSTS AS BUILT CONTRACT No. E3 G C.C.A. DATE q - R.E. NAME .G . U Lt40e&E L lR. Signature f r al approval of As -Built information ------------------------------------------ CONSTRUCTION AREACJIGNS Kevt slon: mre• THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY NO SCALE C — 7 ie N—:o.oen: _-- -'— '- 7�551o001.p1g Andrew Bui WESTS/OE PARKWAY - PHASE BC gineer: T9WP9C CITY OF BAKERSFIELD, CALIFORNIA - - pnre:neexea or: PUBLIC WORKS DEPARTMENT 9/29/2012 eie rence Pao usExrvFUE UOSERs wo PUN FILL >)9: �prv]ecia\6 pp3as s5_re�L to\mai\civil \s neeas5c65l oppl .plg rorei essA� : m„4 ids p4. ei a�aml_ xccisrcvm rxorcmael cumEex PLOS AvrxoveL pert Prepay UUL far: CITY OF BAKERSFIELD 1600 TRV%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared by: a=ceM CONSTRUCTION AREACJIGNS Kevt slon: mre• THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY NO SCALE C — 7 ie N—:o.oen: _-- -'— '- 7�551o001.p1g Andrew Bui WESTS/OE PARKWAY - PHASE BC gineer: T9WP9C CITY OF BAKERSFIELD, CALIFORNIA - - pnre:neexea or: PUBLIC WORKS DEPARTMENT 9/29/2012 eie rence Pao usExrvFUE UOSERs wo PUN FILL >)9: �prv]ecia\6 pp3as s5_re�L to\mai\civil \s neeas5c65l oppl .plg 14 a sNEET T TdL SRit-30 RE NF RO Rtl flOAp CISIxU RO Rtl END R GT-2 (CA) Ppp,[55 RE NF RO fltl G7-2 (CA) y, DETOUR M4-10 (R) DET UR M4-10 (L) 2A 3A 4A ® R3-2 33-1 ggioXP W20-2 ANLAO XU Aq 1fgLO5LL R1 1-4 RDApNWORK G20-2 g0dq 1tg105L0 R11-4 DETOUR M4-10 (R IX Aq 1gA,lI[ PE615IEPEq PINLL5510NLL ENGINEER PLANSAPPFMVAL L XdTE T Ngq lPlfg4 CITY OF BAKERSFIELD DETOUR M4-10 (L) DETOUR M4-10 (R) lE 1H sNEET T TdL RE NF RO Rtl G7-2 (CA) RENFgO R4 G7-2 (CA) Ppp,[55 NORTH G47 (CA) SOUTH G48 (CA) DETOUR M4-10 (R) DET UR M4-10 (L) 2A 3A 4A ® R3-2 33-1 ggioXP W20-2 ANLAO XU Aq 1fgLO5LL R1 1-4 RDApNWORK G20-2 g0dq 1tg105L0 R11-4 IX Aq 1gA,lI[ PE615IEPEq PINLL5510NLL ENGINEER PLANSAPPFMVAL L XdTE T Ngq lPlfg4 CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 ]A Ar¢tlAI SMAI siq R11-2 qie __________________________________ m pLOSEp R11 -3a ,T dNEAp FOUR A M4-10 (R) AS BUILT CONTRACT No.Ti WAIF/, d- C.C.A. DATE —/,3 - 2!J t S R.E. NAME Url. R.E. Signature for final approval of AS -Built information THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY rua Name: -' S..; oe T9WPBC �ie9/29/21 �� nsl�er�sc«9s1oo0z.ola SA 6A sNEET T TdL 5 5 C-19 (CA) Ppp,[55 150 394 BA BR 9A 9B CPLtX15�F➢aOSd°P lapo PT W20-3 50o n W20-3 (M00) <xEAP W20 -i RDApNWORK G20-2 PE615IEPEq PINLL5510NLL ENGINEER PLANSAPPFMVAL L XdTE P ...... d Fa': CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P re pa b-�ma�y ://������ Ar¢tlAI SMAI SA 6A C-19 (CA) I[1¢P M4-80 BA BR 9A 9B CPLtX15�F➢aOSd°P lapo PT W20-3 50o n W20-3 (M00) <xEAP W20 -i RDApNWORK G20-2 CONSTRUCTION AREA SIGNS Ab SCALE CS -2 WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT _---------- _-------------- 12.b -1/5---'I GENERAL NOTES (ALL STAGES): SH pET i TPL LEGEND 1. THESE PLANS ILLUSTRATE THE SUGGESTED CONSTRUCTION SEQUENCE ONLY SxEETS FOR THE AREA WHERE TRAFFIC HANDLING IS REQUIRED. AREA OF CONSTRUCTION FOR CURRENT STAGE 2. RENFRO Rd IS TO BE CLOSED TO THRU TRAFFIC DURING CONSTRUCTION. 151 SEE CONSTRUCTION AREA SIGN PLANS FOR PLACEMENT OF DETOUR SIGNAGE. TEMPORARY PAVEMENT, 0.35' HMA (TYPE A) 3. RENFOVER SSISTRUCTURE TO BE CONSTRUCTED IN TWO STAGES TO FACILITATE ILILI GAS A CAS PIPELINE RELOCATION. SEE UTILITY PLANS AND BRIDGE PLANS. 4. ALL CONFLICTING SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE COVERED OR REMOVED PRIOR TO STARTING WOA ON EACH STAGE. 5. ALL TEMPORARY CRASH CUSHIONS SHALL HAVE TEMPORARY "P" MARKERS PLACED sltxrn wwTEssloxel Exclxux rEAxs essxovAL orte Prep. retl for: IN FRONT. ALL TEMPORARY RAILING (TYPE K) SHALL HAVE TEMPORARY "P" MARKERS CITY l BAKERSFIELD PLACED IN FRONT AND AT ANY ANGLE POINT. 6. ALL TEMPORARY STRIPING SHALL BE PAINT (2 -COATS). P b--yyy:�/����� T. ULTIMATE STRIPING IDENTIFIED ON STAGE CONSTRUCTION PLANS SHALL BE PERMANENT STRIPING AS SHOWN ON THE PAVEMENT DELINEATION PLANS. CONSTRUCTION NOTES - STAGE 1 1O GRADE AND PAVE "Al", "A2', AND "J1" O2 CONSTRUCT STOCKDALE Hwy WIDENING O3 CONSTRUCT TEMPORARY PAVEMENT 0 0 w THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY Fev rle Name. Draen. 55md001.01g Rob SIStrUnl sn9in r. a i9WP6C AL',C. BUi Dare: 4/28/20]2 erence YPDo Te ussxxnuE=msEam„a PON ruE_>u: wiai eerevsoozaess_+P_ia�=aaavewuv:,,eer�e�szsmaoal.na ---- ._.-------------- .----------- ---------------------------, AS BUILT CONTRACT No. —7—q Z11 C.C.A. DATE — Z,6/.S R.E. NAME R.E. Signature fr inal approval of AS -Built information STOCKDALE HIGHWAY STAGE 1 STAGE CONSTRUCTION INDEX NO SCALE SC -1 WESTS/DE PARKWAY - PHASE BC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT SH pET i TPL SxEETS 151 3<9 /^^-' • ... 09-08-2012 sltxrn wwTEssloxel Exclxux rEAxs essxovAL orte Prep. retl for: CITY l BAKERSFIELD 1600 IRONTON AVENUE BAKERSFIELD CALIFORNIA 93301 P b--yyy:�/����� Ar¢Ooretl,,EE SECO n AS BUILT CONTRACT No. —7—q Z11 C.C.A. DATE — Z,6/.S R.E. NAME R.E. Signature fr inal approval of AS -Built information STOCKDALE HIGHWAY STAGE 1 STAGE CONSTRUCTION INDEX NO SCALE SC -1 WESTS/DE PARKWAY - PHASE BC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT CONSTRUCTION NOTES - STAGE 2 Q1 COMPLETE CONSTRUCTION OF "A2" LINE O2 COMPLETE CONSTRUCTION OF "JI" LINE O OBLITERATE PORTION OF EXISTING STOCKDALE Hwy PAVEMENT O REMOVE TEMPORARY PAVEMENT O INSTALL TRAFFIC SIGNAL SYSTEMS AS BUILT [R. i LW/P CONTRACT No.T ,6 G .C.P,.DATE _. —/3 -2b/ -S E. NAME % 1 R.E. Signature for in approval of AS -Built information --------------------- STAGE 2 STAGE CONSTRUCTION INDEXp�+ THIS PLAN ACCURATE FOR STAGE CONSTflUCT19N WORK ONLY C NO SCALE S - 2 fl ev is ion: Date: AFHName. Drown. 55mt,002.PI Bob S,8trunh WESTS/DE PARKWAY -PRASE SC CITY OF EAKERSF/ELD A CAL/FORN/A T9WPRC Antlrew Bui Dare:9/28/2012 Terence rneoneo or: PUBL/C WORKS DEPARTMENT Pao ussxxms=auszm-e,ia ocx ri,a -> s: 111ole1s1eoe11111s1 is i+inmeerwl�ssmamz.viy ------------------------ -- 125-1Z&--- — 1 TDT. ,EOT 1 w zou v>v amsr¢eeo Rmrzssionn ENIFNEEP vuxs xavnL oerl P, .... d ror: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 PI.,,,d by: A� STAGE 2 STAGE CONSTRUCTION INDEXp�+ THIS PLAN ACCURATE FOR STAGE CONSTflUCT19N WORK ONLY C NO SCALE S - 2 fl ev is ion: Date: AFHName. Drown. 55mt,002.PI Bob S,8trunh WESTS/DE PARKWAY -PRASE SC CITY OF EAKERSF/ELD A CAL/FORN/A T9WPRC Antlrew Bui Dare:9/28/2012 Terence rneoneo or: PUBL/C WORKS DEPARTMENT Pao ussxxms=auszm-e,ia ocx ri,a -> s: 111ole1s1eoe11111s1 is i+inmeerwl�ssmamz.viy ------------------------ -- 125-1Z&--- — 1 Temp CRASH ARRAY 'T S14' i� Ct �ij Q W J it m z'_<=> PER PD PLAN i i � I ij TYPE III TYPE III BARRICADES RRICADE BA m N3 DUILI CONTRACT No. 7-9 hiP6l C.C.A. DATE _ y / 3 R.E. NAME R.E. Signature for fin approval of As -Built informati1'_�J n7 ----------------------------------------- ---------- 12.b -11S a rorAL sagas ` :ss — x SPACING (13 EA) o L`... ee-ze-xo�i (r\ IES -NEA INA ESS10X4 ENLIXEEP PLANS APPPOVAL DATE III\) i;_ w PraPa reg for. l J CITY OF BAKERSFIELD 'TS14' 1600 TRU%iUN AVENUE \� 6AKERSFIELD CALIFORNIA 93301 zARRAY Preparetl--by: ww /V�� Q 1 0.r wv.isM4u mn trlk + m m ® CONSTRUCTION WORK AREA THIS STAGE \ m': v ---------- 12.b -11S a 2]B t0 ` -- — x SPACING (13 EA) o Temp CRASH CUSHION 7 Temp CRASH CUSHION + m w 'TS14' g Po ARRAY 'TS14' zARRAY LEGEND: Q m wJ + m m ® CONSTRUCTION WORK AREA THIS STAGE Al_ ® TEMPORARY PAVEMENT v w rc TEMPORARY RAILING (TYPE K) r TEMPORARY CRASH CUSHION (TYPE CAT) I TYPE III BARRICADE ® CHANNELIZERS (SURFACE MOUNTED) STAGE 1 11 DIRECTION OF TRAFFIC STAGE CONSTRUCTION TRAFFIC HANDLING Revlsi,Y: DCYe: Descrt +ICT: THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORM ONLY SCALE: 1"= 50' SC -3 ie Nome. Dra�.,�: WESTSIOE PARKWAY - PHASE BC S5ma003.p1 Bob Sistrunk Jab Xo.: ENR,eer, CITY OF BAKERSFIELD CALIFORNIA pntlrew Bui A ..I.; De+e: 9128/2012 r,eeNea DY: eTerence Pao PUBLIC WORKS DEPARTMENT uSENX E OeSER=Du io WN TILE _> g: \prolene\60W ]955_wep_laboea\ci vi nspee+W6c \S SmaW]. plp ---------- 12.b -11S I Temp ARRA CURVE-------------- I zw � CURVE DATA SN�ET I I I NO R T NEEi 23Me 201 500.00' 38°29'54" 114 60 1 335.96' z3 1020.00' 9`22'34" 159 149.11' .. 980.00' 1 9"33'30" 81.95' 1163.52 ��. R.E. NAME–��L6:e xv.�62q� \ 42.00' L+ ED LINE" KT zeo].63 BC m.1.1C-2P19 � I R.E. Signature for f al approval WU O6 i01q EPP PEGISIFAF➢ �[PSIONEI EIGIXEEP d POVdL ORE Prepared far. CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 o Preparad —Mby: ASECUM y yu To- I I L-- — --------------- I zw � CURVE DATA I I I NO R T L 201 500.00' 38°29'54" 114 60 1 335.96' z3 1020.00' 9`22'34" ]4.69' 149.11' 23 980.00' 1 9"33'30" 81.95' 1163.52 I zw � I I I -J ----- i t ^------------- AS BUILT CONTRACT No.79 C.C.A. DATE_-2tjlS— ��. R.E. NAME–��L6:e jn \ 42.00' L+ ED LINE" KT zeo].63 BC R.E. Signature for f al approval of As -Built information "\ o -------------- STAGE 1 $TAG€-C�O S-T--RISGT-IO J -J 4 ---------------�I ----- TRAFFIC HANDLING SCALE: I'= 50' SC -4 n: Da+e: Deearl ♦Ion: THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY File name. Drown. 55moo04.p1 Bob Sistrunk WESTSIDE PARKWAY - PHASE SC b T9IKP6C AntlreW Bui CITY OF BAKERSFIELD CALIFORNIA A - .1.:CnecNea 9/28/2012 oy: Terenee Foo PUBLIC WORKS DEPARTMENT USERNAME =)uSEP=bmo OGX FILE => g \projec{s\60023955_la p_lo\cab0\civil\Gh111 c\SFm 00l STAGE 2 STAGE CONSTRUCTION TRAFFIC HANDLING g asst slon: oa+e: oesc r. +ton: THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORN ONLY SCALE 1"= 50' S C — 5 vie name. orowo. SSmaooS.pl Bob Sistrunk WESTS/OE PARKWAY - PHASE eC e 91ne®r, CITY OF BAKERSFIELD CALIFORNIA i9WP6C Andrew Bul A _ oe+e:cne,nea 9/28/2012 oy: Terence Poo PUBLIC WORKS DEPARTMENT VSE PHPME=>VSEP=Yu io FEN FILE _� q: Wo:ems\60G2}g 55_wsp_Iv\m40\civil\s �eei \s 6c \55mo06i n:o -------------------------------------------------------------------------------------------------------------------------------------------------------__ �P P SURFACE MOUNTED) RAILING (TYPE K) Qu / F _ w � .....___ 125 _- -- --..2TS_--- ] _ -- — — — _ 120 _ �__ ,'/ Q '42"LINE 3t5 fi o 8 9 320 — — _ =Xw� Temp RAILING (TYPE CNANNELIZERS (SURFACE MOUNTED)\ j ' AS BUILT ,Sr �� zs DG SPACINGN - zTB i CONTRACT No.L 21w CYt�� J C.C.A. DATE /-/ / zOIS� R.E. NAME.,-/ 6 W4 �c y TemP RAILING (TYPE KI \\ \\ \ DRANNE SIZERS (SURFACE MOUNTED) 25' OC SPACING _ R.E. Signature o f nal approval of As -Built information STAGE 2 CONSTRUCTION TRAFFIC HANDLING Xe..lslan: Do son cion: TRIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK COPY SCALE: 1 50" C SC -6 _ 6 Elle Nome. Drown: J V 55mo006.ptg eab Sls+runk. WESTSIDE PARKWAY - PHASE 60 e.: ,sneer: CITY OF BAKERSFIELD CALIFORNIA e T9MPeC AndrCW Bui A cneeeor: PUBLIC WORKS DEPARTMENT 9/28/2012 Terenea ce Pao usEPrvsx.E =wsee=e� o owu 11L1 -1 X:�prolans�sooz3sss,sP_le1=aee�a.�iwneer�ssnssmams.pi4 -12.5-1za ! I sxEET ioreL s]9<5 156 PF414EPEP PPCiE551MLL EXLIIFFP pL1Xs9ep XOVCL P1rE Pr¢ppreC for: CITY OF BAKERSFIELD 1600 TRU%TON AVENUE SAKE RSFIELD CALIFORNIA 93301 P repored by: AEWM Qu / F _ w � .....___ 125 _- -- --..2TS_--- ] _ -- — — — _ 120 _ �__ ,'/ Q '42"LINE 3t5 fi o 8 9 320 — — _ =Xw� Temp RAILING (TYPE CNANNELIZERS (SURFACE MOUNTED)\ j ' AS BUILT ,Sr �� zs DG SPACINGN - zTB i CONTRACT No.L 21w CYt�� J C.C.A. DATE /-/ / zOIS� R.E. NAME.,-/ 6 W4 �c y TemP RAILING (TYPE KI \\ \\ \ DRANNE SIZERS (SURFACE MOUNTED) 25' OC SPACING _ R.E. Signature o f nal approval of As -Built information STAGE 2 CONSTRUCTION TRAFFIC HANDLING Xe..lslan: Do son cion: TRIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK COPY SCALE: 1 50" C SC -6 _ 6 Elle Nome. Drown: J V 55mo006.ptg eab Sls+runk. WESTSIDE PARKWAY - PHASE 60 e.: ,sneer: CITY OF BAKERSFIELD CALIFORNIA e T9MPeC AndrCW Bui A cneeeor: PUBLIC WORKS DEPARTMENT 9/28/2012 Terenea ce Pao usEPrvsx.E =wsee=e� o owu 11L1 -1 X:�prolans�sooz3sss,sP_le1=aee�a.�iwneer�ssnssmams.pi4 -12.5-1za ! I NOTES: 1. ALL STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PER CALTRANS Sid SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. 2. ALL CHEVRONS AND DIAGONAL MARKINGS SHALL BE CONSTRUCTED AT A 45' ANGLE FROM THE ETW. 3. EXACT LOCATIONS OF PAVEMENT MARKINGS i0 BE DETERMINED BY THE ENGINEER IN THE FIELD. 4. ALL CONFLICTING STRIPING SHALL BE REMOVED. 5. DIMENSIONS SHOWN FOR CROSSWALK WIDTH SHALL BE 10' BETWEEN 12' WHITE OR YELLOW STRIPES. DETAIL 13M 48' 18' 12' is' DETAIL 14M 4' 18' 12' 8' I -------, LEGEND: XXX STRIPING DETAIL NUMBER B PAVEMENT MARKING SYMBOL FOR BIKE LANE PER CALTRANS STANDARD PLAN No. A24C •o!PiSvl ® REMOVE STRIPING A PAVEMENT MARKING SYMBOL FOR SIGNAL AHEADrn�4` S PER CALTRANS STANDARD PLAN No. A240 OA 12" WHITE LIMIT LINE OR CROSSWALK o DIRECTION OF TRAFFIC OB B" YELLOW DIAGONAL 0 25' SPACING TYPE G DELINEATOR d�A +oiosnw TYPE F DELINEATOR RGISIFwFO ewwF FwwINFw rLu+s aFFwovaL ogre © 8" W41TE CHEVRON 0 25' SPACING a CHANNELIZERS Prepared for: (SURFACE MOUNTED), TO BE LEFT IN PLACE PER WHITELINE i ANDT36B G MARKER 0 24' SPACING CITY OR BA MERSRIELD OD 1600 TRU%TUN AVENUE O 4" WHITE LINE RAKER3FIELD CALIFORNIA 93301 OF B" WHITE DIAGONAL ® 25' SPACING PraOaradww b --y: I'1- STOCKDALE HIGHWAY "J' LINE (12') BIKE DETAIL 1 o NOTES; PAVEMENT MARKING ARROW FOR BIKE LANE PER CALTRANS STANDARD PLAN No. A24A PAVEMENT MARKING SYMBOL FOR BIKE LANE PER CALTRANS STANDARD PLAN No. A24C 12/4/141 BIKE LANE ADDED TYPE VI ARROW TYPE VI ARROW L 16' A< DELINEATION WORK ONLY. AVEMENT DELINEATION PLAN SCALE: 1"-- 50' PD -1 WESTS/DE PARKWAY - PHASE BC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 2_5-17& ---- CONTRACT No. loC C.C.A. DATE R.E. NAME i 64&=' R. E. Signature f4fal approval of As -Built information DELINEATION WORK ONLY. AVEMENT DELINEATION PLAN SCALE: 1"-- 50' PD -1 WESTS/DE PARKWAY - PHASE BC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 2_5-17& ---- j CONTRACT No. / Y Wf h C- o' C.C.A. DATE -/ 3 -2-025- 0 2015o R. E. NAME a w x +t Beq BAY TAPER R.E. $(3`iQtUre for fi approval z TYPE IV ARROW ILI TYPE IV ARROW (R1 of AS -Built information +00 E Y TAPER 38 Al 22 IQ BIKE DETAIL 1 Qj TYPE VI 39A ARROW TYPE IV ARROW L)9 TYPE IV ARROW (R) 38 A1Q Q BIKE DETAIL 1 BIKE DETAIL 1 _ ' Q TV E IV ARROW IRI }m t• z4o•' _ __ } a _ A A 7W n• _ _ _ _ __ _ _ _ _ _ _.. win t _ L K 1 a 0 JyW mo118 1 1 ARROW 9 A r 39 TYPE IV ARROW ILI 9 R TYPE 1 ARROW (18') is OFTAII i .. 39. THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY e Ncn.e: 55n0002.p1 Jab No.: T9WP6C BIKE LANE ADDED int—, Off -/T 0/09/1A PE6111BED NWE Al ENLINEEP PLANS APPROVAL DATE P,'A,,d f., 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Plepaled by: l PAVEMENT DELINEATION PLAN SCALE: 1"- 50' PD -2 Voon WESTS/DE PARKWAY - PRASE 6C VOpn CITY OF BAKERSFIELD, CALIFORNIA oquist PUBLIC WORKS DEPARTMENT 1-2-.5-17& 1Q NL^ d CrC 1 S ' e SIDE .- WEST - - - QBIKE DETAIL 1 0 _ - - TYPE IV ARROW (R) STOCKDALE Hwy "J" LINE PAVEMENT DELINEATION PLAN SCALE: 1"- 50' PD -2 Voon WESTS/DE PARKWAY - PRASE 6C VOpn CITY OF BAKERSFIELD, CALIFORNIA oquist PUBLIC WORKS DEPARTMENT 1-2-.5-17& CCO No. 22 - Sheet' Iss Cs4EX S o� ""Wffi*w�"- la/ovu MLISIf#0 PPRE IL EXLIXFFP PLANS OPPPOVAL DATE Preparetl for:. CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Praparatl by: IL -ICOM AS BUILT CONTRACT No. 79GdP� G C.C.A. DATEz5 R.E. NAME/Rrf R.E. Signature o A- u t in o n a inalapproval ion TYPE 1 ARROW CCO No. 22 - Sheet' Iss Cs4EX S o� ""Wffi*w�"- la/ovu MLISIf#0 PPRE IL EXLIXFFP PLANS OPPPOVAL DATE Preparetl for:. CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Praparatl by: IL -ICOM "I Z.S-"I RS i TYPE 1 ARROW BIKE DETAIL 1 Q 27B 13M TYPE IV ARROW R/W " TYPE I ARROW ILI E Q 38 25 O i { -_ __-..-___... ". n e �p I 39 1 40 - _ _ - - 012" 9 ON, I __ - _ - FF E _ —_ a 10 _ - _— LINE " PKw y OIL Ir - - - __-- —. — STS E N 10, 12 0 E ]B A 2 27B A ".,-__. _ _ U _ � _ V. W2112 H-+ 14' ELINEATOR (TYPE G - — - 12_ _ - -_ - _ - 5 LIN,,__.e (48' SPACING) _ _ - — __ - �• —_ - I 16 -_-b 25 9 10 I 10 9 _.... ...< - A �r 13M n 5A _+ I6., _ I L BIKE Q N: TYPE VI ARROW TG 38 Z 1 TA I + ' 25 50 u: TYPE VI ARROW TYPE IV 38 •' 1'" a s ARROW (R) 0 2TB 38A DELINEATOR (TYPE (48' SPACING) G) TYPE VI ARROW m SPp 39 Q c RO4C 01 BIKE DETAIL 1 m TYPE IV ARROW (L) .....SIN y N 38A 0 E' H Wy TYPE VI ARROW o — BIKE DETAIL 1 29 t 2]B I J 9y BIKE DETAIL 1 4 /B9'S6• Apo 90•P 39i ro'(p0 NN 4 r PAVEMENT DEL EATION PLAN MptSEs'��s ^' RaVielon: Hare: eecrl .•ems: ALE: I"-- 50' PD -3 an 7,.. WESTSIDE PARKWAY - PHASE 6C 55no003. 1 En ,Z N E1 CITY OF BAKERSFIELD CALIFORNIA T T9WP6C Engcno'IgeG'o ng Voon A 0 44 A 12/11BIKE LANE ADDED om.: 12/23/2014 cne�nea ey: Doniel CrMWist PUBLIC WORKS DEPARTMENT ussauaue=rosEN=oowaml LLN Pas o �wsorm roam vran oroawrorens�zaovess_wsP LNawoaa�n.�l�snen�ee.�s�o� 11\S5noQL,D,a "I Z.S-"I RS i PAVEMENT DELINEATION PLAN Revlslon: Dare: 0escrl Hon: THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORN ONLY. SCALE: 1— 50' PD -4 ie Home: oro.,: 55no004.p1 Roe sistrunk WEST6/DE PARKWAY -PHASE 60 Oe T9WP6C Engineer: Andrew OF BAKERSF/6L D, CALIFORNIA owe: 9F2H/2012 cneorceo or: PUBLIC WORKS DEPARTMENT Terence Pao usexxms =rusrx-twin ogry rue -> n.vvroieerswoozasss wm immlanveia nsnaaissecvss�oan.ma s3aas +.ON' Isq «e» ... eaaxova qe.E msex eLexs ERSFIELD SUE R^NI•A,93301 Wn PAVEMENT DELINEATION PLAN Revlslon: Dare: 0escrl Hon: THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORN ONLY. SCALE: 1— 50' PD -4 ie Home: oro.,: 55no004.p1 Roe sistrunk WEST6/DE PARKWAY -PHASE 60 Oe T9WP6C Engineer: Andrew OF BAKERSF/6L D, CALIFORNIA owe: 9F2H/2012 cneorceo or: PUBLIC WORKS DEPARTMENT Terence Pao usexxms =rusrx-twin ogry rue -> n.vvroieerswoozasss wm immlanveia nsnaaissecvss�oan.ma C u r "BUILT CONTRACT No. C.C.A. DATE R.E.NAME� R.E. Signature forfinbl approval of As -Built information -------------------------------------------------- it 1 r n< PAVEMENT I.,- O THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. DELINEATIOSCALE. 1- N PLPD-bAID IF f Nom<. s5,a005,1 Bob Sistrunk WESTSIDE PARKWAY - PHASE 6C oeNo.: 9iaa.: CITY OF BAKERSFIELD, CALIFORNIA T9WP6C Andrew Bui ome: neorceo oy: PUBLIC WORKS DEPARTMENT 9/28/2012 Terence Pao IISFNNPME=)OSEP=Nwo DCN EILE _> p:\proleds\6042}95 _wspJakepM1\civil\SM1cei\E6C\SSno00ipig SHEET 5 EE1S' 161 3e9 ' 9�0 2Wl Y Mph uc:PrJ REGISTERED iMu ExcmEEx vLexs evvxweL oeTF P, .,.,.a fo,: CITY OF BAKERSFIELO 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 A-� 1 r n< PAVEMENT I.,- O THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. DELINEATIOSCALE. 1- N PLPD-bAID IF f Nom<. s5,a005,1 Bob Sistrunk WESTSIDE PARKWAY - PHASE 6C oeNo.: 9iaa.: CITY OF BAKERSFIELD, CALIFORNIA T9WP6C Andrew Bui ome: neorceo oy: PUBLIC WORKS DEPARTMENT 9/28/2012 Terence Pao IISFNNPME=)OSEP=Nwo DCN EILE _> p:\proleds\6042}95 _wspJakepM1\civil\SM1cei\E6C\SSno00ipig "` '""' r"-" PAVEMENT DELINEATION PLAN on: na+e: o THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. SCALE: 1°= 50" PD -6 m rvomw. orcw�: S5no006.p1 Bob 9strunk WESTBlDE PARKWAY - PHASE 6C oe xo.: i9WP6C AnAndrewdrew Bu! CITY OF BAKERSFIELD, CALIFORNIA oo+c: crw:cneo ay: 9/28/2012 Terence Pao PUBLIC WORKS DEPARTMENT ussxxms =euscam�a ncx rae =: a. mro�e=+ewwze ss Wbo m�eax��.:nm�xsscxssneoos.oi� -------- - 1_2.5-178---' -------------------------------- SNE Ei 5D ET5 163 iii PEGISTEPEO PPR E59MLE FNGIXEEP PLANS PPPPOV4L DATE P repo retl for: CITY OF BGKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93MI I I I Pr¢po ratl bye�: A---WM I I I I I OS[XN PME -1 N TILE = g: vpmje cvs \6 D02]955_wsp-le\mpp\civ THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY ru* Name: eaN5n0007.,I a.: T9WP6 Dare: 9/28/101 -----------— i PAVEMENT DELINEATION PLAI seat E: 1— 50' PD- Ob Sistrunk WESTSWE PARKWAY - PRASE 6C I ;,drew, Bui CITY OF BAKERSFIELD, CALIFORNIA erence yPoo PUBLIC WORKS DEPARTMENT 1 12.5-17 AS BUILT CONTRACT No. -E? C C.C.A. DATE- - /S R.E. NAME !i/ F. Signature f$r fhwPapproval As -Built information 0 �09-28-2012 N:crsruso vx�ssiwul excixeEx ruxs w1.o L oUr Prepared for: CITY OF BAKERSPIELD 1600 TPU%TUN AVENUE 64FERSFIELO CALIFORNIA 93301 meannmua 1123 NECCA92619 TEHNOLOGY DRIVE T9WP6C PAVEMENT DELINEATION SCALE: I"= 50' PD -8 COthCniO Lc.p.D WESTS/D£ PARKWAY - PHASE 6C Jaso0 Y0w CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT REMOVE F E o 200' SPACING _. +� (t EA) m 38B ��. EET 5165 roTAi SHEETS MA b 25A+�- __ __•_ _. B 12 L 344 INE SPA, A- ar m 2 R e, 2+70 uox ren ARROW (2 EA) TYPE IV (R) ARROW 27B 200' SPACING minx c Ccr + (1 EA) 12 EAI' PAVEMENT DELINEATION 09-28-2012 \-�14 r SCALE: 1 ". 50' PD -9 t.. THIS PLAN ACCURATE FOR PAVEMENT pELINEATION WORK ONLY. PELIS1dEU Y FN6IXEEX pLAN S APPROVAL 04rE EL I ZERS �2 J - "( - pr e.. raa O CatT9WV6C CITY OF BnKERSFIELD 00 Q 2 _ - CITY OF BAKERSFIELD, CALIFORNIA 1600 TRU%TUN AVENUE y ��1 Jason Yaw BAKERSFIELD CALIFORNIA 93301 MA ��� Ob �` "Ann PreParetl by: LINE S]'A 32+7p _ m� •a z 6y� . iietl YDVn4g R3 TYPE 1 ARROW A TECHNOLOGY DRIVE s�.nu Fm-w..uw-.uemn "°"' IRVINE, C4 9261. o 4) I, EA, I d AS pQUILT CONTRA& No. % c7 P,P C -REMOVE CHANNELIZERS w � (9'EA) C.C.A: DATE �/ -6 ? —2o IS �(RI 3G' SPACING R.E. NAME{��- 7 -TYPE ARROW 112 (13 EA) r ,,,V �/ij o m - EAI e . -, ... -�... 2z ' 25A n �30'SPACING .... W (13 EA) -:: W. y -A.P. Q 9. E. Signature fo f` cel approval ° of AS -Built information — 200' SPACING ° �, -----+BO (4 EAI I 6 - 36A O 25 I P 0 a ON p -1 as _ _ _ _ _ _ 12 ti 13, w 0�J N c 12 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ w - _ _ _ _ _ _ _ _ wx _ ___12 _ _ _ _ 124 _ NU 0 '- 25 — '.TYPE 111 (L) ARROW (2 EA 13M 2]B 530" SPACING I2 EA) -.':- E o 200' SPACING _. +� (t EA) m 38B ��. __mss- _ b 25A+�- __ __•_ _. B 12 L rKi 110.:_:_,x- ar m 2 12 TPE 111 (R) ARROW (2 EA) 27B 200' SPACING (1 EA) PAVEMENT DELINEATION SCALE: 1 ". 50' PD -9 Rare: Des«' + THIS PLAN ACCURATE FOR PAVEMENT pELINEATION WORK ONLY. CatT9WV6C WESTS/DE PARKWAY - PNASE 6C Fj...e CITY OF BAKERSFIELD, CALIFORNIA ��1 Jason Yaw "Ann PUBLIC WORKS DEPARTMENT 009�ZB/12 iietl YDVn4g ----------------------------------------------------------------------------------------------- �_--........�_ _ _ _ _ _ ._ 399 '/OyV — — — — — ---- `------ _ _ — WESTSIDEPk Y �A" (_INE 230 - 1 T `IW 6 — — `225 E414EPE0 PFQf FSEIMIL X6IKEP PE 10 P,P,ed For: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Ptlw —":: uu A—=WM 25 13M AS BUILT ,NTRACT No. %9 U/ P6 e, ,.A. DATE f -/ 3 - 7 ! -6- NAME _. Signature fo final approval AS -Built information 2M_ _ _ -_ KVI - _--. ---_ ----. w WE STS[DE Pkwy - - -_--. ----. — --_ _-- �z 3.....- .Q. _235 6 --..... 7" a"A" LINE 9 -240 1 2 -3245 4 __ --- — 2513M PAVEMENT DELINEATION scrl *tom. THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. SCALE: 1— 50, PD -10 rilew rvama. 1. Ssnam s.plg ORob Sistrunk WESTSIDE PARKWAY - PRASE 6C NO.: T5WP6C Bui s 91neef CITY OF BAKERSFIELD CALIFORNIA o Andrew .are:na�nenca w: 512812012 Teree Pao PUBLIC WORKS DEPARTMENT o6rr rue => a=eroie=*c�600z6sss_w=p_�akaoa�a.mmeensze�ss�amo.om ----------------------------------------------- ----------------------------------------- -- ------------------------------------------ 125=17&-----' 6I�66T 5 6 399 '/OyV �4 `IW W ZO Z E414EPE0 PFQf FSEIMIL X6IKEP PE 4 PpVCL OdiE P28 P,P,ed For: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Ptlw —":: uu A—=WM AS BUILT ,NTRACT No. %9 U/ P6 e, ,.A. DATE f -/ 3 - 7 ! -6- NAME _. Signature fo final approval AS -Built information 2M_ _ _ -_ KVI - _--. ---_ ----. w WE STS[DE Pkwy - - -_--. ----. — --_ _-- �z 3.....- .Q. _235 6 --..... 7" a"A" LINE 9 -240 1 2 -3245 4 __ --- — 2513M PAVEMENT DELINEATION scrl *tom. THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. SCALE: 1— 50, PD -10 rilew rvama. 1. Ssnam s.plg ORob Sistrunk WESTSIDE PARKWAY - PRASE 6C NO.: T5WP6C Bui s 91neef CITY OF BAKERSFIELD CALIFORNIA o Andrew .are:na�nenca w: 512812012 Teree Pao PUBLIC WORKS DEPARTMENT o6rr rue => a=eroie=*c�600z6sss_w=p_�akaoa�a.mmeensze�ss�amo.om ----------------------------------------------- ----------------------------------------- -- ------------------------------------------ 125=17&-----' 12/4/191 BIKE LANE ADDED USENrocnaaml UGN FILE _. CCO N(. 022 - Sheet 11 4 O. SxEELS per I6l 3[< aAxIEL 5. R 23011 `� ?IXntn aLJ �'b+yul'1^- �oiasna flEGl61EflE� PP6E [X61MEfl PLMIS 4PPPp/LL OAIE Praparatl for: CITY OF BAKERSFIELD 1600 TRUKTUN AVENUE BAKER5FIEL0 CIFORNIA 931 Pr¢pOr¢dww ALb--y: 30 IN1-� ISYwhMM. 11 TOC-KDALE-HW-1'----------- --- I G.A. DATES R.E. NAME — R•E• Signature for fi of A_ S-Ru/=nfor a>'proval motion PAVEMENT DELINEATION PLAN WORK ONLY. SCALE: 1"= 50' PD -11 om.. no0Tl.pl ora.oL Engcnonq Voon WESTSIDE PARKWAY - PHASE SC - T9WP6C En9 ngc"g'c' Mnq Voon E CITY OF BAKERSFIELD, CALIFORNIA ?/13/2010 cn.�k.a cy: Doniel Cr.n'Uisi PUBLIC WORKS DEPARTMENT 12.5-178 AS BUILT CONTRACT No. 9 LVE (0 C.C.A. DATE �t—! 3 ---?6/5- R.E. NAME /If. G • U/i 4-f grA-P 76 . PAVEMENT DELINEATION Relisim: Date: vescri .o THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. SCALE: I"= 50' PD -12 ie XOP:e: ora.. '— ssnoo l2.p1 Rob Sistrunk WESTS/DE PARKWAY - PHASE SC Joe Na.: Engineer: r9wvBc Anarew Rul CITY OF BAKERSFIELD, CALIFORNIA Dme: T. .a ey: PUBLIC WORKS DEPARTMENT 9/28/2012 FTerence Pao usEPNnuE=1usEN=ewa DCN TILE a a:��la=+a�soaz>sss Xso iawaeam�.�nmamu6..v"a<H �."ia SHEET T SHEETS •�Ory� 16B 34V IE41S1'EPEL P�fRSI0X4L ENGINEER PLIXSdPPWVPPOV>L L>iE ,eppreC for: CITY OF BAKERSFIELD 1600 TRUkTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P�epo�etl by: PAVEMENT DELINEATION Relisim: Date: vescri .o THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. SCALE: I"= 50' PD -12 ie XOP:e: ora.. '— ssnoo l2.p1 Rob Sistrunk WESTS/DE PARKWAY - PHASE SC Joe Na.: Engineer: r9wvBc Anarew Rul CITY OF BAKERSFIELD, CALIFORNIA Dme: T. .a ey: PUBLIC WORKS DEPARTMENT 9/28/2012 FTerence Pao usEPNnuE=1usEN=ewa DCN TILE a a:��la=+a�soaz>sss Xso iawaeam�.�nmamu6..v"a<H �."ia CCO N LEGLI.n: © OVERHEAD SIGN (WITH LETTER) xx-xxx ROADSIDE SIGN (WITH NUMBER) AS C p UILT I ROADSIDE SIGN IT POST) CONTRACT No, iC�J��f� ROADSIDE SIGN (2 POST) C.C.A. GO ATE ? _ 20 /� OVERHEAD CANTILEVERED SIGN R.E. NAME ff( �/6 ! TYPE III BARRICADE A EXISTING SIGN TO REMAIN 0 REMOVE AND SALVAGE ROADSIDE SIGN � RELOCATE OR RESET ROADSIDE SIGN R.E. Signature fo f approval of As-Lluilt information Wi3A (CA) 1-5 R26 (CAI Q O Q R26 (CA) O (30'x36") � Rel(CA) PEDESTRIAN BARRICADE R3- 3 T 1 II I 1 \ A 1R26 (CA) TYPE I 1-6 R9-310 ) L oUI...'A FL41sIfPFN P.— FX -,N PLANS WPRDNAL DATE Prepared for: CITY OF BAKERSFIELD 1600 TRUxTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Praparad by: O ----- _ - 310- - - --_ - - - - - -I - - - - - - T_., 9 - _..___ q y IRE 2 -- STOGKD LE A- -- R26 (CAI Q - IQ 81 3ITq IQ R81 ICA G86-1 (CA) 1 3 1 8 GB-] (CA) 1 2 Steck�dklNE1Xwy Westside Pkwy steekd.I. Hwy SIGN P N THIS PLAN ACCURATE FOR SIGN WORK ONLY SCALE: I" 5= 50'' S-1 Raa191on: Date: Des<rt is xan,m S5ooOO1.P1 En thong Voon WESTS/DE PARKWAY - PHASE BC '.: w NT9WP6C Enpinaar: Engchong Voon CITY OF BAKERSFIELD CALIFORNIA Dora: croon.d ex: PUBLIC WORKS DEPARTMENT - ® 12/4/19 BIKE LANE ADDED )2/23/2019 Daniel Cronguist uc[axw[ _>uscN �cnnnmt DCN 1n1 -1 \Wmro1 o D1IT— 72/4/141 BIKE LANE ADDED AS BUILT CONTRACT No.T 9Gdi'6 C C.C.H. DATEOV -/ 3 -Zo/7- RR..E. NAME -7h. 6. AME7 i..6. f? ffG,�aF R.E. Signature for iWal approval of As -Built information CCO No. 0 - Sheet 13e ��oETdE VLLAPMWL PF619LPE0 PPdL[ 4 EXGIMEEP HS APPPOyAL DATE Prepared fOr: CITY OF BAKERSFIELD 1600 TRU%TUN AVEMIE BAKERSFIELD CALIFORNIA 93MI I NEET j sm.Le.1. x.y —R5-1 RS -100 Q �yAKT RS -la 2-22 2-14 G77-1 (CA) 1Op R6-1 RI �R2-1 (45 MPH) 2-11 + R6-1 (LI 2-13 N 6F NESTSI4 DE PKw LINE 3 �4 ..A,. z� — 2 1 Jt 120 _ 320 ------------------------ ----------- R5 -- ° R5-10. 0 R2-1 165 MPHI �1 rUG3221CA) 092 (CA) 2-10 M6-2 M3-2 i 2 6 M6 -2 2T R2-9 91a O 2 RT3-6 W4-2 4 G8 -T (CA) 2-4. i "y S NPLAN 0 K L GALE: 1•'= 50' S-2 Drawn '.pl En chon voon WE8T8lDE PARKWAY - PHASE BC ..,,T Engcnong Voon CITY OF BAKERSFIELD, CALIFORNIA = 2014 mDan"okiel ea Corronquisi , PUBLIC WORKS DEPARTMENT 1..e- uv__-- R2-1 (45 MPH) =2- R81 (CA) RB1(CA) Q R(CA) R2A) R26 2-2-2 3 O h t N R6-1 (R) N R6-1 (L) �N 2-16 4 ¢y T w _ 2W _ � � —4 U — _31i 6 —� _ 3 _ �2' LINEp 1 E 3 , uA - ,... R26(CA) m 9 2-18 TC ��9 W4-5 R5-1 ✓ C;TO - 2-1 RS-ta K R81(CA) 63R26(CA) > 2-19 1 B 72/4/141 BIKE LANE ADDED AS BUILT CONTRACT No.T 9Gdi'6 C C.C.H. DATEOV -/ 3 -Zo/7- RR..E. NAME -7h. 6. AME7 i..6. f? ffG,�aF R.E. Signature for iWal approval of As -Built information CCO No. 0 - Sheet 13e ��oETdE VLLAPMWL PF619LPE0 PPdL[ 4 EXGIMEEP HS APPPOyAL DATE Prepared fOr: CITY OF BAKERSFIELD 1600 TRU%TUN AVEMIE BAKERSFIELD CALIFORNIA 93MI I NEET j sm.Le.1. x.y —R5-1 RS -100 Q �yAKT RS -la 2-22 2-14 G77-1 (CA) 1Op R6-1 RI �R2-1 (45 MPH) 2-11 + R6-1 (LI 2-13 N 6F NESTSI4 DE PKw LINE 3 �4 ..A,. z� — 2 1 Jt 120 _ 320 ------------------------ ----------- R5 -- ° R5-10. 0 R2-1 165 MPHI �1 rUG3221CA) 092 (CA) 2-10 M6-2 M3-2 i 2 6 M6 -2 2T R2-9 91a O 2 RT3-6 W4-2 4 G8 -T (CA) 2-4. i "y S NPLAN 0 K L GALE: 1•'= 50' S-2 Drawn '.pl En chon voon WE8T8lDE PARKWAY - PHASE BC ..,,T Engcnong Voon CITY OF BAKERSFIELD, CALIFORNIA = 2014 mDan"okiel ea Corronquisi , PUBLIC WORKS DEPARTMENT 1..e- uv__-- ---------------------------------------------------------------------------------------------------------------------------------------------------------- SIGN PLAN Q q THIS PLAN ACCURATE FOR SIGN WORK ONLY SCALE: 1— 50' S - 3 Ppie nam®:u....: 550o003,1g Bob Sistrunk WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA e T9WP8C Andrew Bui oar.:4/28/2012 ne,Terneaence or:Pao PUBLIC WORKS DEPARTMENT i�=a. euc .:uma_�A nex rx P a o. mroiens�soonsss rso iomaaa�=wi nsnaai�s��ssooam.oio in= 170 �. 4PPPOV CL DATE IGIKFPPLANS :ERSFIELD NUE lF�NI AA,93301 ►, SIGN PLAN Q q THIS PLAN ACCURATE FOR SIGN WORK ONLY SCALE: 1— 50' S - 3 Ppie nam®:u....: 550o003,1g Bob Sistrunk WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA e T9WP8C Andrew Bui oar.:4/28/2012 ne,Terneaence or:Pao PUBLIC WORKS DEPARTMENT i�=a. euc .:uma_�A nex rx P a o. mroiens�soonsss rso iomaaa�=wi nsnaai�s��ssooam.oio in= 170 ------------------------------------------------------------------------------------- AS BUILT CONTRACT No. _r 94W;Z C C.C.A. DATE R.E. NAME . _ / CRAC__ R.E. Signature for Wal approval of As -Built information SIGN PLAN vision: ogre: oes 7 r THIS PLAN ACCURATE FOR SIGN WORK ONLY SCALE. 1"= 50' S-4 File Nome. S5 0 0 004.p1g Bob Si 9+1unk WESTSIDE PARKWAY -PRASE BC gle CITY OF BAKERSFIELDs CALIFORNIA e T9WPSC AndIew Bui _ oa+e: naervea o>: 9/28/2012 PUBLIC WORKS DEPARTMENT eTerence Pao uzENrvnNe=wseN=ewa ocw va[ -> o.rve.eie..rerveomaes, .�." mrva.nm�."n�w�wu��cc.,..nm.,,i" NEcr iore� ^` ssee PF4121PFY NpIF5214NdL EN4IHEEP" PL4X5 dPPPOVdL 41iE Prepared for: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P—pa—dby: ww IPECOM SIGN PLAN vision: ogre: oes 7 r THIS PLAN ACCURATE FOR SIGN WORK ONLY SCALE. 1"= 50' S-4 File Nome. S5 0 0 004.p1g Bob Si 9+1unk WESTSIDE PARKWAY -PRASE BC gle CITY OF BAKERSFIELDs CALIFORNIA e T9WPSC AndIew Bui _ oa+e: naervea o>: 9/28/2012 PUBLIC WORKS DEPARTMENT eTerence Pao uzENrvnNe=wseN=ewa ocw va[ -> o.rve.eie..rerveomaes, .�." mrva.nm�."n�w�wu��cc.,..nm.,,i" ------------------------------------------ -------------------------------------------------- ---------------- ,�aE, =my IT3 aaa I I X7-7 �i..II111 UNTI os-zsao¢ 1 NEL ISIEPFL PXOIFSSIQXAL EN61XEffl PLANS LPPXpVCL ORf Prep. retl {ort CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE RAAERSFIELO CALIFORNIA 9MI P..Oared by: I w A—=WM W69 (CA) (1/2 Mi) WITH 12' FLASHING BEACON 5-1 I W69 (CA) (1/2 Mi) WITH 12" FLASHING BEACON 5-2 O h N _ _ U -U _ _ _ Q WESTSIE PKWY UILU 4 155 6 9 9 160 "A" LINE 1 2 3 9 165 Z. 3 �w 2 - - _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 'UU 60 AS BUILT CONTRACT No. T 9GUP 6 C.C.A. DATE �Z-/ 3 --2 o/s R.E. NAME Vii. 0 Q C, LL O E- P. E. Signature f f al approval MATCH LINE "C" STA 2200 of As -Built information SEE SHEET S-12 LAN Reuel slop: ome: THIS PLAN ACCURATE FOR SIGN WORK ONLY SCALE: I"= 50' S-5 le Mane 55.a005.,Ig %..,. Bab Sistrunk WESTS/DE PARKWAY - PHASE 6C o TSWPCC 'Ann er:#C:l:rT:Y::OF Antlrew Bui BAKERSF/ELD F CAL/PORN/A I.,.: 512812012 neckeO Py: Terence Pao PUB L/C WORKS DEPARTMENT J-11NAME =IssEN-o"ia mN FILE _> ssP�"Ie=+s�sooasss_so.la�aoa�aM�nsnee.�sc�ssooaos.we 12.5-178 N 1 1 G T WEST IDE PKWY 1 8 9 170 1 2 1 "A" LINE 3 A ns 6 T I _ _ 1 - 1 G83-1(CA) AS BUIL 6-1 /Y1AfTllnnru T C%/ 6 .�l A SIGN PLAN S-6 Daae: Descrl + THIS PLAN ACCURATE FOR SIGN WORN ONLY SCALE: 1— 50' S - 6 Plie rvame. Oro.n� 55oa006.p1g eab Sistrunk WEB TS/DE PARKWAY - PHASE BC 9lneer: C/TY OF BAKERSFIELD CALIFORNIA T9WP6C Antlrew Bui oe+e: ne=neo or: r s/2arratz [Terence Rao PUBLIC WORKS DEPARTMENT USERNAME OUSEX=buiv UGN EILE _> p: \prai acts \ti UU Pb955_wsv_Iv\coon \ci vi ns nasi \s6c \55vvUU6. vla P N Eafr iei. 'nn .yam R614fPfP PWfE551PNIL ENGINEER PLMS APPROVAL LL ULiE P rapp ratl Far: CITY OF BAKERSFIELD J 1600 TRU%TUN AVENUE OAGERSFIELD CALIFORNIA 93301 'F- Preppr¢tl by: J /tiCV/n w �O -J W jUl SIGN PLAN S-6 Daae: Descrl + THIS PLAN ACCURATE FOR SIGN WORN ONLY SCALE: 1— 50' S - 6 Plie rvame. Oro.n� 55oa006.p1g eab Sistrunk WEB TS/DE PARKWAY - PHASE BC 9lneer: C/TY OF BAKERSFIELD CALIFORNIA T9WP6C Antlrew Bui oe+e: ne=neo or: r s/2arratz [Terence Rao PUBLIC WORKS DEPARTMENT USERNAME OUSEX=buiv UGN EILE _> p: \prai acts \ti UU Pb955_wsv_Iv\coon \ci vi ns nasi \s6c \55vvUU6. vla E p[�q� 0 �TS� 3, ✓•"^*!"�f 09-28-2012 PEVIAEB— E SILNLL LINEEP PLANS APMVAL DATE Prepared For: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P�epored by: A -E -COM I TRE lz] TECxNOLOGr DRIVE rmmmm�nmvm� ..."..m..m IRVINE. LA 92610 SIGN PLAN '.K ONLY. SCALE: I"= 50' S-7 :6Cop002.p1g Cotner ine Lampon WESTS/DE PARKWAY - PHASE 6C o.: 9, es, C/TY OF BAKERSFIELD, CALIFORNIA rvwPse M1ason vaw -- ea o>: _-- PUBLIC WORKS DEPARTMENT )9/28/12 eAnnie Yang 12.5-1 16 AS CONTRACT No. :t2- C.C.A. DATE R.E. NAME if% �• BUILT wP� C -/S /h/�� R.E. Signature r i,al approval of AS -Built informat on p[�q� 0 �TS� 3, ✓•"^*!"�f 09-28-2012 PEVIAEB— E SILNLL LINEEP PLANS APMVAL DATE Prepared For: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P�epored by: A -E -COM I TRE lz] TECxNOLOGr DRIVE rmmmm�nmvm� ..."..m..m IRVINE. LA 92610 SIGN PLAN '.K ONLY. SCALE: I"= 50' S-7 :6Cop002.p1g Cotner ine Lampon WESTS/DE PARKWAY - PHASE 6C o.: 9, es, C/TY OF BAKERSFIELD, CALIFORNIA rvwPse M1ason vaw -- ea o>: _-- PUBLIC WORKS DEPARTMENT )9/28/12 eAnnie Yang 12.5-1 16 WestslEe WEST Westsid. Pkvry + EAST — _ cwB-s (CA) 8-3 0� mor— ----1-- N — — V1 NZ _ _ _ _ — - — WJ W U1 i U 11- C t RS 1 8 7T;* �. RS 2D 82 0 110 L 1 Rs -1 i -G92 ICA) M3-4 — — — M6 -2R 8-12 R b lcA�Ae�t Rt 11D WI -1 3_F4 '�� Al (1E MPH> .� W4 1R 8-29 N 3 SHEET iO inL SXEE iS 1T6 399 t� PXX IL 1PXG ( �' � [Tg00 pKl2YJl 13 [I IL n:r✓" Ow 09-26-2012 PEGIAEP— E�0 PPtf S1,;IGNPL GINEEX PLNA APPROVAL DATE P,,.'Od for: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared by: A---C//������ �t TRC 123 TEC X NOLOGY DRIVE IRVINE. CA 92619 AS BUILT CO RACT No T%?1 /, (-'— R.E. R.E. Signature f in approval of AS -Built inform )on e-6 SEE SHEETS-9 Q 00 SIGN PLAN SCALE: 1' 50" p .Pt Re. a oma: Dc+e: Descr' + iHTHISS_ PLAN ACCURATE FOR SIGN WORK ONLY. V U Fue name: Dro.o: ----- _ - - 56Coa008.PIg Catherine Lam on WESTSIDE PARKWAY - PHASE 6C 9lneer: CITY OF BAKERSFIELD, CALIFORNIA F9WP6C JOSOn Yaw Dofe: cMetl bY: - D9i2Rn2 be sAnnie Yang PUBLIC WORKS DEPARTMENT �OSEP rvANE =3VSL H=11 u1 DGN TILE _> N: VuerCoe+leAPa]ec'IaV Ze NO9:peel gnYCxp�Sbea+\S6fnaODG.pIg 19 F;-1 78 9 — — — e-6 SEE SHEETS-9 Q 00 SIGN PLAN SCALE: 1' 50" p .Pt Re. a oma: Dc+e: Descr' + iHTHISS_ PLAN ACCURATE FOR SIGN WORK ONLY. V U Fue name: Dro.o: ----- _ - - 56Coa008.PIg Catherine Lam on WESTSIDE PARKWAY - PHASE 6C 9lneer: CITY OF BAKERSFIELD, CALIFORNIA F9WP6C JOSOn Yaw Dofe: cMetl bY: - D9i2Rn2 be sAnnie Yang PUBLIC WORKS DEPARTMENT �OSEP rvANE =3VSL H=11 u1 DGN TILE _> N: VuerCoe+leAPa]ec'IaV Ze NO9:peel gnYCxp�Sbea+\S6fnaODG.pIg 19 F;-1 78 T S-8 Temp W20-3 <RAMR>, O 9-q I re 4o eLXXIF Yu6 e nude D Z , ✓ �"`^^� 09-213-2012 IffGISi . L NN,ONEER GLANS APPROVAL DATE Prepared For: CITY OF BGKERSFIELD 2 ;J w --y: /� / f-�/��� J o_ j J i D Z' VTRACT No.9W P v ,A. DATE — / 3 -20 (S 2 519nature fo mal approval is -Built information Z J w O a - G77-2 (CA) REMOVE 9 1 Temp vf' VIWEST ---e n W.5tvide Pkwy n m EAST ♦•�I Y� Temp W20-3 <RAMR>, O 9-q MATCH LINE STA SEE SHEET S SXEEiS I re 4o eLXXIF Yu6 e nude D Z , ✓ �"`^^� 09-213-2012 IffGISi . L NN,ONEER GLANS APPROVAL DATE Prepared For: CITY OF BGKERSFIELD 2 ;J w --y: /� / f-�/��� J o_ j J i Q I VTRACT No.9W P v ,A. DATE — / 3 -20 (S NAME 519nature fo mal approval is -Built information MATCH LINE STA SEE SHEET S SXEEiS ITT 1 344 re 4o eLXXIF Yu6 e nude CI IL ✓ �"`^^� 09-213-2012 IffGISi . L NN,ONEER GLANS APPROVAL DATE Prepared For: CITY OF BGKERSFIELD 1600 TRU%TUN AVENUE EUX ERSFIELO CALIFORNIA 93301 P,. o re CSwE b --y: /� / f-�/��� TRC 123 TECNNOLOOY DRIVE IRVINE. CA WEIR AS VTRACT No.9W P v ,A. DATE — / 3 -20 (S NAME 519nature fo mal approval is -Built information SIGN PLAN SCALE: /"= 50" C _ SLY. V ine LOmp0l1 WESTSIDE PARKWAY - PHASE 6C rDW CITY OF BAKERSFIELD, CALIFORNIA Ya.'g PUBLIC WORKS DEPARTMENT 42.5-175-- ---' REMOVE+Existing SIGN OVERLAY Allen Rd 1 REMOVE SSOCkdib Hwy 3 _ END FREEY/AY ISHEETI TOTAL e / 3 -_2e 1— ND. s� G83-3 (CA) R.E. Signature inalapproval /oxx ITN 3da5 12 A�Irtn PL R 4 uL:� /�JaiaTg A vii 1 3'_ T "ti4'-"d IG tk ��` 4 (� CITY OF 5AKER5FIE1_D 1600 TRUXTUN AVENUE nt �..tw+.��; T -; 1 „ -3•rF" `LI:On.. 4 A� ..?1I ... __.— *--'^,_ . -_ F}D___________________ 599°0819 E WESTE Pkwy SID __ __ 240 , 1 T]18a.5]' _ _ z 33 "A LINE 4 REMOVE+Existing SIGN OVERLAY Allen Rd 1 REMOVE SSOCkdib Hwy 3 _ END FREEY/AY SIGN PLAN Nevlalon: Dote: Descrt +Ion: THIS PLAN ACCURATE FOR SIGN WORK ONLY. SCALE: 1"= 50' S - 10 to Nome. Dra..n: 550o010.p1 Bob Sistrunk WESTSIDE PARKWAY - PRASE SC T9WP6C And,. Bui CITY OF BAKERSFIELDs CALIFORNIA OPT.: rneexea or: PUBLIC WORKS DEPARTMENT 912812012 Terence Pao USERNAME->USER-boia ODN 111c -> o.mrme=+s\60023955 weo to\catl�\mai nsmor \s6c\ssooDID ------- -- - ---------42.547& ISHEETI TOTAL C.C.A. DATE Z%- C.C.A. / 3 -_2e 1— ND. s� R.E. Signature inalapproval /oxx ITN 3da5 12 Clvl R 4 uL:� /�JaiaTg A 09-29-2012 .1SIIAE 1.11.1SIIL U4IMEP PLANS APPRONAL DATE Prepared for: CITY OF 5AKER5FIE1_D 1600 TRUXTUN AVENUE PAKERSFIELD CALIFORNIA 93301 Pre pored by: 4 A� SIGN PLAN Nevlalon: Dote: Descrt +Ion: THIS PLAN ACCURATE FOR SIGN WORK ONLY. SCALE: 1"= 50' S - 10 to Nome. Dra..n: 550o010.p1 Bob Sistrunk WESTSIDE PARKWAY - PRASE SC T9WP6C And,. Bui CITY OF BAKERSFIELDs CALIFORNIA OPT.: rneexea or: PUBLIC WORKS DEPARTMENT 912812012 Terence Pao USERNAME->USER-boia ODN 111c -> o.mrme=+s\60023955 weo to\catl�\mai nsmor \s6c\ssooDID ------- -- - ---------42.547& AS CONTRACT No. -7`9 BUILT �,/ If- C.C.A. DATE Z%- C.C.A. / 3 -_2e 1— R.E. s� R.E. Signature inalapproval of As -Built information SIGN PLAN Nevlalon: Dote: Descrt +Ion: THIS PLAN ACCURATE FOR SIGN WORK ONLY. SCALE: 1"= 50' S - 10 to Nome. Dra..n: 550o010.p1 Bob Sistrunk WESTSIDE PARKWAY - PRASE SC T9WP6C And,. Bui CITY OF BAKERSFIELDs CALIFORNIA OPT.: rneexea or: PUBLIC WORKS DEPARTMENT 912812012 Terence Pao USERNAME->USER-boia ODN 111c -> o.mrme=+s\60023955 weo to\catl�\mai nsmor \s6c\ssooDID ------- -- - ---------42.547& 12 _ 3_ A 280-1 4 285 SIGN PLAN Nevlalon: Dote: Descrt +Ion: THIS PLAN ACCURATE FOR SIGN WORK ONLY. SCALE: 1"= 50' S - 10 to Nome. Dra..n: 550o010.p1 Bob Sistrunk WESTSIDE PARKWAY - PRASE SC T9WP6C And,. Bui CITY OF BAKERSFIELDs CALIFORNIA OPT.: rneexea or: PUBLIC WORKS DEPARTMENT 912812012 Terence Pao USERNAME->USER-boia ODN 111c -> o.mrme=+s\60023955 weo to\catl�\mai nsmor \s6c\ssooDID ------- -- - ---------42.547& CCO No. 02 - Sheet 14 of 2 S%,ET s EE; `o awraa °�y ire naa ye ANIEL 5. � R N i ]30]T .n12/3V1 Oma/ PP1FFWVAL PE415TLPEY CiE EN4INEP PL LHP 1PPPtlVLL RL IE CITY OF BAKERSFIELD ,600 TRUKTUN AVENUE BAKERSFIELD CALIFORNIA 90001 P.<pa.adw bb—,: / 1- �Avv.vLwnn TM�Fale.m�i TL01 wn®n.mn NOT TO SCALE 12/9/191 BIKE LANE ADDED THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. T9WP6C I E.OchonO V00n SIGN PLAN SCALE, I"= 50' S-11 WESTSID£ PARKWAY - PHASE BC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT _________________LL —�l10— ----------------------------------------------------------------------------------------------------- A BUILT CONTRACT No. 9 C- C.C.A. DATE L! -/3 -20,r6- R.E. zo/sR.E. NAME /Y2 Pre po red For: CITY OF BAKERSFIELD 1600 TFOXTON AVENUE SIGN PLAN av Do*e: Descrl ♦Ion: THIS PLAN ACCURATE FOR SIGN WORK ONLY. SCALE: 1 50' S-12 Pue Home: oro.:I: 55oo0t2.p1 Bob Sistrunk WES iSIDE PARKWAY w T9WP6C - PHASE BC Xe.. AndreCITY OF BAKERSFIELD, CALIFORNIA —F,.. Bui oe.e9/28: /20Terence or: 12 TPao PUBLIC WORKS DEPARTMENT ----....----------------- 12 b -1/S SEE i TOT. S ynoF [Sr yP IN. s ais `o u 9 m.s m zws I`... 1SLANU X9-39-ZLIS PELISRPEY PPCiESSIpYL EXL INEEN PLANS CPPNOV<L OdiE Pre po red For: CITY OF BAKERSFIELD 1600 TFOXTON AVENUE SIGN PLAN av Do*e: Descrl ♦Ion: THIS PLAN ACCURATE FOR SIGN WORK ONLY. SCALE: 1 50' S-12 Pue Home: oro.:I: 55oo0t2.p1 Bob Sistrunk WES iSIDE PARKWAY w T9WP6C - PHASE BC Xe.. AndreCITY OF BAKERSFIELD, CALIFORNIA —F,.. Bui oe.e9/28: /20Terence or: 12 TPao PUBLIC WORKS DEPARTMENT ----....----------------- 12 b -1/S CCO No. 019 - Sheet 6 of 7 Fol Allen Rd ♦ EXIT ONLY ♦ Buried End Anchor Type 16C Layout 120' MBGR End Anchor Assembly (Type SFT) --- - ------ Remove existing Type E AC Dike as ----------— — — ——direated by the Engineer and replace — —--with-Type F and Type C Dike as __L--.S89°08'18"E 1_____�_ _ 1 7718,57' 2 3 "A" LINE 4 AS ;'__TILT CONTRACT No. r C.C.A. DAiE_y'� R.E. NAME 722 � /�� E, Signature {' (sinal approval As -Built inform.?ion 12.5-178 14,95" 211.5'• 3.,.FN Allen Rd I 15.1" e'EM Pkwy P ,3.3•'EM Calloway Dr 21/2 m 15.1° BofloER H 0.3" 79.3" 3.3 EM Coffee Rd 4 14.95" TH=1.25" BORDER 6.4' 183.2" Si SETS R=12' TH=2^ SIGN G23-2 TERT 144,00 I o'• Westside Pkwy B;EM B n 1/2 MILE 6RM 10" BORBERI ,05.05" 95" R=6' TH=1.25" 1-t 12 16.9' ♦. Westside Pkwy e'M Ds' e^EM Stockdale Hw y + Is• 0.9'• 9.1" Ba6oERH B.fi" 114.3" 9.1" R=6" TH=1.25" 1-2 Stoekdale Hwy �1p13.5..•EM NEXT RIGHT aDz�M B6RBER1 .45".45•' 155 -I- R 12" TH=2" B i-------------------------- R ,T 211.5'• 13.5" q€ WestsideT[15•' ♦ e'EM Pkwy i- SXEEi ia2BM 1113.5' BofloER H 0.3" 79.3" 1.4" R=6" R=12' R-12' TH=1.25" TH=2 Si SETS P4j 181 3<I - IT._0 w•CI _� VI TrcN .95" 30.5.. uMp' .3E 96t 16"EM Allen Rd 58.2" .I 62.5" LTJ .3"E t0"E 21 .i" 0 �tw.n.� 1•... 09-28-30¢ PELISRPFp Pp0iF 55IMLL FX4IMEP PLANS LPPPOVEL PLIE .I'• 20.6" � EXIT ONLY ♦ - 20.6" 12"E PrePo .3"E 43.3" 5.2• 5.2" 9.5" .95 CITY OF BAKERSFIELD BONDER 15�•' 1T3.0" 15.1" 16(1(1 TRU%TUN AVENUE N-11 TH=2" BAKERSFIELD CALIFORNIA 93301 SIGN A Pr and red ey: A ---MM G83-4ICAI WITH Wb1E FWBT 242+50 R ,T 211.5'• 13.5" q€ WestsideT[15•' ♦ e'EM Pkwy i- 9.5" ia2BM 1113.5' BofloER H 0.3" 79.3" 1.4" R=6" R=12' R-12' TH=1.25" TH=2 2-4 10.4" 9.3' 5J g9. EM 11.9•' 3.2" Stoc kdsle Hwy B'reu .4 EAST f36' B°EM z'• ID. B" BORDER11. ^" 97.2 11.�" 1-1 TH=1.75" 2-11 3-3 t 5.3" 55. C' Allen Rd 16"EM 16" 15"5 1/2 MILE 12°E 19.2" 110.7- BOND R=10" 12.9" 106.2" 12.9" TH=2 6-1 THIS PLAN ACCURATE FOR SIGN WORK ONLY ie name P111"! 550b001,1 BOb 5istrunl No.: Enginee �: cN T9WP6C Andrew Bui Dore: T:e 9/2812012 ee renceeneaNY: Pao CONTRACT No.As qW /0<� L C.C.A. DATE R.E. NAME//'/. E" Signature f. al approval As -Built information SIGN DETAILS NO SCALE SD -1 WESTSIDE PARKWAY - PHASE 60 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 211.5'• Westside Pkwy ,3.,s•EM v RIGHT LANE ia2BM BOflDER1 4t -1'- R=12' R-12' TH=2 THIS PLAN ACCURATE FOR SIGN WORK ONLY ie name P111"! 550b001,1 BOb 5istrunl No.: Enginee �: cN T9WP6C Andrew Bui Dore: T:e 9/2812012 ee renceeneaNY: Pao CONTRACT No.As qW /0<� L C.C.A. DATE R.E. NAME//'/. E" Signature f. al approval As -Built information SIGN DETAILS NO SCALE SD -1 WESTSIDE PARKWAY - PHASE 60 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT SIGN U FEBT LINE "A" STA 144+00 11 INSTALL OVERHEAD SIGN STRUCTURE - TUBULAR 2) LAMINATED PANEL - TYPE A AS BUILT CONTRACT No.fig/N F6G C.C.A. DATE /3 Ze2/5— R.E. NAME M -L !�t/iff6Pti� R.E. Signature fo nal approval of A -$-Built information 22•-0" Allen Rd ' EXIT ONLY y POST TYPE V LANE LANE ES LINE LINE SIGN FWBT LINE "A" STA 242+50 1) INSTALL OVERHEAD SIGN STRUCTURE - TUBULAR 2 LAMINATED PANEL - TYPE A 3 ILLUMINATED SD -2 THIS PLAN ACCURATE FOR SIGN WORK ONLY. SIGN DETAILS S D - 2 SCALE: 1"= q' ile55obao2.pl nBob Sistrunk WESTSIDE PARKWAY - PHASE 6C oeNo 9 ee.: CITY OF BAKERSFIELD, CALIFORNIA T9WP6C Antlrew Bui __ ___ Date: 9/28/2012 neexeaerence or: Pao PUBLIC WORKS DEPARTMENT [T _._----------------- 12.b-116 SE 0 1•... 09-28-1. KCISTMM PA ESKMRL FHGIAER PLAxs APPRCVM oAF P reparad for: CITY OF BAKERSFIELD 1600 TBN%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared by: A_WM SD -2 THIS PLAN ACCURATE FOR SIGN WORK ONLY. SIGN DETAILS S D - 2 SCALE: 1"= q' ile55obao2.pl nBob Sistrunk WESTSIDE PARKWAY - PHASE 6C oeNo 9 ee.: CITY OF BAKERSFIELD, CALIFORNIA T9WP6C Antlrew Bui __ ___ Date: 9/28/2012 neexeaerence or: Pao PUBLIC WORKS DEPARTMENT [T _._----------------- 12.b-116 45" is' 15' BORDFR R=12" TH=2" AS BUILT CONTRACT No. fi of W C.C.A. DATE R.E. NAME 1M.C�•IAIi-/--I-GF-ArF R.E. Signature or ial approval of As -Built information Allen Rd X 17.2 115, IL2" G85-1(CA) 0" 24.5" 6 E Westside Pkwy ,B SEN+ WEST 5.5" 10.5" BORDER B-54 8.59" 96.9" 8 §4" R=6" TH=1.75" G78-5 (CA) e-26 I® R/W ICY FEET "A" 195+50 1) INSTALL OVERHEAD SIGN STRUCTURE - TUBULAR 2) LAMINATED PANEL - TYPE A 3) ILLUMINATED 0 09-28-2012 Is1EXLD PIpE(e510— ,,NLLR PLANS OVAL DATE -eparea for: ITY OF BAKERSFIELD 00 TRU%TUN AVENUE KERSFIELP CALIFORNIA 93301 -B A— m—COM �.r��� /y-VyMn TRC 123 TECNNOLWGY DRIVE IRVINE. CA 92619 SIGN DETAILS Da+e: DN—I alae: NO SCALE SD -5 e Name: Drovn: 56Co6003.p1 NIA C. -LED -De LOmpon WESTSIDE PARKWAY - PHASE 6C a. 9reeew _ CITY OF BAKERSFIELD, CALIFORNIA a rsrvvsc Jason row - cAvv: DI SD- DaN:aE->N..na.w�+ievv,o�en�T:zaeosmes�o..DmTsnee+ssmxxe.ri" 09/28/12 Annie nie Yang PUBLIC WORKS DEPARTMENT 12.5-178'' f I �C jVSE Ne I 12/4/141 BIKE LANE ADDED CCO No. 022 - Sheet 15 4 S NANIFL s. _' uaoNoulsT �` ]30]] vP1�2/31/1 AJA@ CNI`I uN� M I0/0 - H615IENW NATE L LKINRA PLANS APPROVAL OAIE Prepared f.rf CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pr¢paredA by: /�1- bMNa4 G&NI 1 DESIGNATES NOT A PAY ITEM, FOR INFORMATION ONLY SEE CITY STANDARDS FOR EXACT DIMENSION AND FORMAT AS C TR4C1 No.T �JW LT(, G i9"c4turefor i approval -B!Iiit information SIGN QUANTITIEj. 1 Andrew BUT WESTSIDE PARKWAY - PRASE 6C d Andrew Bui CITY OF BAKERSFIELD, CALIFORNIA eR A 'r PUBLIC WORKS DEPARTMENT Daniel Cronquist I L.O-I/0 POST SIZE IN) ROADSIDE SIGN PANEL SHEET SIGN SIGN CODE SIZE (L x ❑) _ REMARKS No. N. MAST ARM ONE POST TWO POST RELOCATE REMOVE MOUNTED v u 0 N p In F+ EO I EO En 1-1 G03-1 CA 114 x 42 1 13,8 1 1-2 -1 A 132 x 48 1 14.0 1 m 1-3 R81 CA 12 x 8 11.3 1 BIKE LANE R3-] 36 x 36 1 Ttr 1-5 W73A CA 36 x 361 1.50 13.0 1 1 S-1 1-6 R3-] 36 x 36 13.0 1 __J_ R26 CA 1 x 1 11.3 1 NO PARKING 1-0 G86-1 A 192 x 54 10.8 1 $TOCKDALE HWY - NEXT RIGHT R26 CA 12 x 18 11 3 1 NO PARKING Y.I 1_9 1 CA 12 x 8 KE LANE LO 1-10 R9-3 10 x 18 11.3 1 NO PEDESTRIANS 1-11 R4-4 30 x 36 11.3 1 N R GHT TURN - YIELD TO BIKES 1-12 R81 CA 12 x 8 11.3 1 BIKE LANE 1-13 A 12 x 18 11.3 1 N PARKING 381 q 12 x B �16E LANE 2-1 W4-5 6 x 36 12.0 14.5 1 1 RS -1 36 x 36 DO NOT ENTER 2-2 1 50 10.5 1 R5 -1a 36 x 24 WRONG WAY 2-3 Wq-1 6 x 36 14.5 l 1 2-4 -p 96 x 4B 1.50 13.3 1 Qj 2-5 R73-6 36 x 36 13.0 1 INTERSECTION LANE CONTROL 2 CA 2-6 M3-2 24 x 12 13.3 1 M6-2 21 x 15 G92 CA 48 x 30 2-] M - 24 x 12 13,3 1 M6-2 21 x 15 S-2 2-B W4- 36 x 36 12.0 1 2-9 R5 -10n 24 x 12 11.0 1 2-10 R2-1 4 PH 18 x 30 12.0 1 2-11 G77-1(CA) 120 x 70 15.9 1 2-12 R2- 4 MPH 18 x 30 11.8 1 _ RG -1L 36 x 12 ONE WAY 2-13 ].0 1 R6 -1R 36 x 12 ONE WAY 2-14 T.0 13.0 1 R9 1a 36 x 24 W1-7 36 x 36 2-15 ].0 1 OM1 -3 36 x 36 R6 -1L 36 x 12 ONE WAY I 2-16 ].0 1 R6 -1R 36 x 12 If R26 (CA) 12 x 18 NO PARKING 2 10 11'3 1 R81 (CA) 12 x 8 BIKE LANE R26 (CA) 12 x NO PARKING 2-19 1 R81 (CA) 12 x K ANE m R26 (CA) 12 x NO PARKING 2-20 1 R81 (CA) 12 x N 2-21 R5-10 30 x 13.0 1 -BIKE NO PEDESTRIANS BICYCLES MOTOR -DRIVEN CYCLES 2-22 R5 -10a 30 x 13.0 1 NO PEDESTRIANS BICYCLES MOTOR-DRIVENCYCLES R81 (CA) 12 x t3011.8 BIKE LANE 2-23 R81A (CAI 12 x 1 BEGIN R26 (CA) 12 x P K 3-1 R2-1 65 MPH 10 z 3-2 W 6 CA 36 x 13.0 1 S-3 3-3 GTT -1 CA 12C x 15.5 1 3-4 36 x 13.0 1 5-1 W69 CA 36 x 36 13.0 S-5 5-2 W p 36 x 36 13.0 1 SHEE TA 31 11 0 0 0 0 12/4/141 BIKE LANE ADDED CCO No. 022 - Sheet 15 4 S NANIFL s. _' uaoNoulsT �` ]30]] vP1�2/31/1 AJA@ CNI`I uN� M I0/0 - H615IENW NATE L LKINRA PLANS APPROVAL OAIE Prepared f.rf CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pr¢paredA by: /�1- bMNa4 G&NI 1 DESIGNATES NOT A PAY ITEM, FOR INFORMATION ONLY SEE CITY STANDARDS FOR EXACT DIMENSION AND FORMAT AS C TR4C1 No.T �JW LT(, G i9"c4turefor i approval -B!Iiit information SIGN QUANTITIEj. 1 Andrew BUT WESTSIDE PARKWAY - PRASE 6C d Andrew Bui CITY OF BAKERSFIELD, CALIFORNIA eR A 'r PUBLIC WORKS DEPARTMENT Daniel Cronquist I L.O-I/0 12/4/14 I BIKE LANE ADDED nsasrtxso ntwrl 1 exclKen Hans anntrova� o.Te Prepared fOr: CITY OF BAKERSFIELD 1600 TRU%TUN AVEMIE A ---XM (N) DESIGNATES NOT A PAY ITEM, FOR INFORMATION ONLY EY SEE CITY STANDARDS FOR EXACT DIMENSION AND FORMAT A Vq �RA,C1 i �D• �-i v UATE�� 5rt'noiur.e for Bull` ;nformation T SIGN QUANTITIES SQ -2 lamed Dra.�, ;oc002.p1 Andrew Bui WESTSIDE PARKWAY - PHASE BC i9WP6C And,ew Bui TCITY OF BAKERSFIELD, CALIFORNIA tlee /19/20/5 CM1BgnieCG1e1 byenquist PUBLIC WORKS DEPARTMENT rg IZ_0-1/- POST SIZE (N) ROADSIDE SIGN PANEL SHEET SIGN SIZE - - - - No. No. SIGN CODE (L x U) m REMARKS x ONE POST TWO POST ONE ARM RELOCATE REMOVE - a MOUNTED tr v m a om In SO ft Fi Eo Eo Eo 6-1 083-1 CA 132 x 80 16.3 1 6-2 W69 CA 36 x 36 13.0 1 S-6 6-3 W69 CA 36 x 36 13.0 1 6-4 R2-1 65 MPH) 18 x 30 11.8 1 I-2 G84 -2R (CA) 54 x 481 14.0 1 EXIT XX WITH RIGHT ARROW 7-3 W3-3 48 x 481 14.8 1 SIGNAL AHEAD S-7 7-4 R61-20 (CA) 36 x 30 12.8 1 INTERSECTION LANE CONTROL 7-5 R61-20 (CA) 36 x 30 12.8 1 INTERSECTION LANE CONTROL 8-1 R5-1Oc 24 x 12 11.0 1 ESTRI ANS PROHIBITED 8-2 R5-1 36 x 36 10.5 1 DO NOT ENTER R5-10 36 x 24 WRONG WAY 8-3 G78-5 (CA) EXISTING 1 INTERCHANGE GUIDE 8-4 R5-1 36 x 36 10.5 1 DG NOT ENTER R5 -1D 36 x 24 WRONG WAY R6 -1L 36 x 12 ONE WAY 8-fi R6 -1R 36 x 12 7.0 1 ONE WAY B -B G78-5 (CA) 54 x 48 14.0 1 INTERCHANGE GUIDE 8 9 R4-7 24 x 30 13.8 1 KEEP RIGHT OM1 -3 18 x 18 OBJECT MARKER TYPE 1 B-10 R3-1 EXISTING 1 RIGHT TURN PROHIBITO N G92 (CA) 48 x 30 10.0 FR ENTRANCE B-11 M3-4 24 x 12 2.0 10.1 1 CARDINAL DIRECTION AUXILIARY M6 -2L 21 x 15 2_2 ARROW AUXILIARY G92 (CA) 48 x 30 10.0 -DIRECTIONAL FREEWAY ENTRANCE S-8 8-12 M3-4 24 x 12 20 10.1 1 CARDINAL DIRECTION AUXILIARY M6 -2R 21 x 15 2.2 DIRECTIONAL ARROW AUXILIARY B 13 W1 15 48 x 48 16.0 15'9 1 PTO DEGREE LOOP W13 -1P 30 x 30 6.3 ADVISORY SPEED h B-14 R5 -10V 30 x 36 7.5 13.0 1 PEDESTRIANS BICYCLES �.i/1_•� MOTOR -DRIVEN CYCLES PROHIBITED 8-15 W1 -BR 36 x 48 12.0 13.5 1 CHEVRON ALIGNMENT I' 8-16 W1 -BR 36 x 48 12.0 13.5 1 CHEVRON ALIGNMENT B-17 W1 -8R 36 x 48 12.0 13.5 1 CH R N ALIGNMENT B-18 W1 -9R 36 x 40 12.0 13.5 1 CHEVRON ALIGNMENT 8-19 W1 -BR 36 x 48 12.0 13.5 1 CHEVRON ALIGNMENT it 8-20 W1 -8R 36 x 40 12.0 13.5 1 CHEVRON ALIGNMENT 8-21 W1 -BR 36 x 48 12.0 13.5 1CHEVRON 8-22 W1 -BR 36 x 40 12.0 13.5 1 CHEVRON ALIGNMENT 8-23 W1 -8R 36 x 48 12.0 13.5 1 ALIGNME Ni 8-24 W4 -1R 48 x 48 16.0 14.8 --CHEVRON 1 MERGE RIGHT B-25 W20-3 EXISTING 1 RAMP CLOSED AHEAD 8-26 G78-5 (CA) 54 x 48 18.0 14.0 1 INTERCHANGE GUIDE 9-1 G77-2 (CA) EXISTINGINTERCHANGE GUIDE 5-9 9-2 G77-2 (CA) EXISTING INTERCHANGE GUIDE 9-4 W20-3 EXISTING 1 RAMP CLOSED AHEAD 11-1 W1-2 ( R) 36 9.00 13.0 1 1 I1- 3 44.00 t 1 Q 11-4 R5 -IOD 30 tx3 7.5 13.0 1 NO PEDESTRIANS BICYCLES MOTOR-DRIV N CY S I1-5-18 2.3 11.3 1 1- R 7 6 9. 0 13 0 1 SHEETTOTAL 1 1 1 2 0 12/4/14 I BIKE LANE ADDED nsasrtxso ntwrl 1 exclKen Hans anntrova� o.Te Prepared fOr: CITY OF BAKERSFIELD 1600 TRU%TUN AVEMIE A ---XM (N) DESIGNATES NOT A PAY ITEM, FOR INFORMATION ONLY EY SEE CITY STANDARDS FOR EXACT DIMENSION AND FORMAT A Vq �RA,C1 i �D• �-i v UATE�� 5rt'noiur.e for Bull` ;nformation T SIGN QUANTITIES SQ -2 lamed Dra.�, ;oc002.p1 Andrew Bui WESTSIDE PARKWAY - PHASE BC i9WP6C And,ew Bui TCITY OF BAKERSFIELD, CALIFORNIA tlee /19/20/5 CM1BgnieCG1e1 byenquist PUBLIC WORKS DEPARTMENT rg IZ_0-1/- I 1 I 1 i dam/ I..."A PE LIS IEPEY PFRE EX LIKED PLANS APPROVAL DATE Pi'epai-etl fpr: CITY OF BP.KERSFIELD 1600 TROXTON AVENUE Preppretlww b --y: A� IN) DESIGNATES NOT A PAY ITEM, FOR INFORMATION ONLY x SEE CITY STANDARDS FOR EXACT DIMENSION AND FORMAT AS BUNT CONTRACT No. T`1'^' r -L-- C.C.A.. DATE —— 20\,g— R.E NAME M - C—) . vZ); jLC (- C R.E. Si^nature for fC al approval of As-Bui'+ information SIGN QUANTITIF�S� 2A eVl6lon: Dote:Dea orl floc: u TI---- Nome: O�awn: -- -- 55oc0020.p1 Andrew Bui WESTS/DE PARKWAY - PHASE BC .Ioe No.: ENslwee�: Andrew CITY OF BAKERSFIELD, CALIFORNIA Rafe: CM1BCkeO i9WP6C Bui PYe Q12/1/14 1 BIKE LANEADDED 111412015 Daniel Cr.Oquist PUBLIC WORKS DEPARTMENT ao...� _ ^fu.-......,,..�...���...,......,.�.,..,..e....���o,e«. w<o moo..,.....,. ,...e -..o-... ,...., .�..,.���.. ..,. POST SIZE (N) ROADSIDE SIGN PANEL SHEET IGN T- SIGN CODE SIRE (L D) e REMARKS NEE No. MAST ARM x ONE POST TWO POST RELOCATE REMOVE MODNTED a v v m m 0 In SO ft Ft Ea I Ea I EO R-73-3 CA 36 X 36 9.00 11 - RSNS iF E-22 RSNS RSNS M R-73-3 CA 36 X 36 9.00 I E-24 RSNS x R5NS N R -1 A 36 X 36 9.00 1 R-73-3 CA 36 X 36 9.00 1 9-3A l2 X 18 1.50 1 R9 3A 12 X 18 1.50 1 R9 -3A 12 X 18 1.50 1 E-26- R9 -3A 12 X 18 1.50 1 R 9-3 A 12 X 18 1.50 1 RSNS X R5N5 RSNS SHEET TOTAL TOTAL 1 50 1 13 10 1 2 0 dam/ I..."A PE LIS IEPEY PFRE EX LIKED PLANS APPROVAL DATE Pi'epai-etl fpr: CITY OF BP.KERSFIELD 1600 TROXTON AVENUE Preppretlww b --y: A� IN) DESIGNATES NOT A PAY ITEM, FOR INFORMATION ONLY x SEE CITY STANDARDS FOR EXACT DIMENSION AND FORMAT AS BUNT CONTRACT No. T`1'^' r -L-- C.C.A.. DATE —— 20\,g— R.E NAME M - C—) . vZ); jLC (- C R.E. Si^nature for fC al approval of As-Bui'+ information SIGN QUANTITIF�S� 2A eVl6lon: Dote:Dea orl floc: u TI---- Nome: O�awn: -- -- 55oc0020.p1 Andrew Bui WESTS/DE PARKWAY - PHASE BC .Ioe No.: ENslwee�: Andrew CITY OF BAKERSFIELD, CALIFORNIA Rafe: CM1BCkeO i9WP6C Bui PYe Q12/1/14 1 BIKE LANEADDED 111412015 Daniel Cr.Oquist PUBLIC WORKS DEPARTMENT ao...� _ ^fu.-......,,..�...���...,......,.�.,..,..e....���o,e«. w<o moo..,.....,. ,...e -..o-... ,...., .�..,.���.. ..,. SHEET SIGN No. SIGN CODE SIGN L SIZEo x 0 x in)0w F r a m RN SH r ain SI N AN SF L BACKGROUND O LEGEND ONo. OL OR [ARROW RD EC IV FILM CLEAR 1-1 G83-1 CA 114 x 42 33.3 G IV W IV W IV % 1-2 G87-1 (CAI 132 x 48 1 44.0 G IV W IV W IV - X .�� LD 1- au C 1 8 1 0.7 1 N W IV B IV I B IV I X 1-4 R3-7 36 x 36 1 9.0 1 W IV B IV BR IV H 1-5 W73A CA 36 Y IV B IV B IV X 1-6 R3-7 W IV B IV R IV X 1-7 R26 CA 12 To 1 W IV B IV R IV X S-1 1-8 G86-1 CA 192 u 54 72.0 x G IV W IV W IV X Q R26 CA 12 x 18 1.5 x W IV B IV R IV X - 1-9 R81 CA 12 u 8 0.7 x W IV B IV B IV X 1-10 R9-3 1 x 1A 2 1 W IV B IV B,R IV X 1-11 14-4 30 x 36 7.5 W IV B IV B IV X 1-12 R81 CA 12 8 0.7 x W IV B IV B IV X R26 CA 12 x 18 1.5 x W IV B IV R IV X - 1_13 Ret C 1 7 W IV B IV B IV u 2-1 W4-5 36 x 36 9.0 YIV B IV B IV X 2-2 R5-1 36 x 36 9.0 W [V B IV B IV X 35-1a 36 x 24 x W IV R IV R IV X 2-3 W4-1 WI B IV B IV X G W I W IV 0 __Z4 2-5 R73-6 36 x 3 W B IV B IV X - G92 CA 40 x 30 10.0 x S-2 M3-2 24 2 X WI B X M6-2 21 x 15 2.2 X WI © X 2-7 G92 CA 48 x 3 10.0 X G W IV X M3-2 24 x 12 2.0 X WI B X 6- 1 x 15 2.2 X WI B X 2-8 W4-2 36 x 36 9.0 Y B IV B IV X 2-9 R5- 4 x 12 2.0 W IT W II R II X 2-10 R2 -I 45 MPH 18 x 30 3.8 x GV W IV X 2-11 G77-1 C 1 x 70 58.3 WV 8 IV B IV X 2-12 32-I 45 MPH 18 x 30 3.8 x WV 8 IV B IV X 2-13 RG -1 x 1 3. WV B IV B IV X R6 -1R 36 x 12 3.0 x W IT W IT R IT X 2-14 RS -1 36 x 36 9.0 WI W IT R IT X R5 1,, 36 x 24 6.0 x W IT W II R II X W1-7 36 x 36 9.0 YV B IV B IV X OM1 -3 36 x 36 9.0 x YV B IV B IV X 2-16 -1 36 x 12 3.0 WV B IV B IV X WV B IV B IV X 2_18 R26 CA 1 x 1 LS WV B IV R IV X - R81 CA 12 u 8 0.7 x WV B IV B IV X 2-19 R 1 x l 1 WV B IV R IV X - R81 CA 12 u B 0.7 x WV B IV B IV X 2_20 R26 CA 12 x 18 1.5 WV B IV R IV u - Q1 R81 CA 12 u B 0.7 x WV B IV 8 IV X 2-21 R5 -10a 30 x 36 7.5 WV B IV D IV % 2-22 R5-10. 30 x 36 7.5 x W IV B IV B IV X R81 CA 12 X 8 0.7 x W IV B IV D IV X 2-23 R81 12 x 5 0.4 x W IV B IV B IV % R26 CA 12 x 18 1.5 x W IV B IV R IV X W CA x 36 9.0 Y IV IV B IV X 3-3 G77-1 CA 120 x 60 50.0 G IV W IV W IV X 3-4 W- 36 x 36 9.0 Y IV B IV B IV X 5-1 W69 CA 36 x 36 9.0 x Y IV B IV B IV - X 5-5 5_2 W6 6 9.0 x Y IV B IV B IV X SHEET TOTAL 324.61 0.0 1199.31 0.0 Q 12/4/14 BIKE LANE ADDED o�� ioiosnN Iff LISIEMO PRC(E EXLIXELR PL]NS VPXOV<L ONIE Prepo retl for: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE dww bb -l: A - A SEE CITY STANDARDS FOR EXACT DIMENSION AND FORMAT AS, BUILT CONTRACT No. -r-1 1-j L C.C.A. GATE R.E. ianoture for fi I approval of AS -8w'` ;nformation SIGN QUANTITIES SQ -3 500003.p/ Andrew Bui WESTSIDE PARKWAY - PHASE 6C ,sneer: T9WP6C Andrew Bui CITY OF BAKERSFIELD, CALIFORNIA /I4/2015 cnDaniee,xecl Ccy:ronQuisT PUBLIC WORKS DEPARTMENT 12.5-178 SHEET No. SIGN No. SIGN CODE SIGN SIZE L x D in x I, z? Uj� m FURNISH a z? USN SIGN PANEL . _ o BACKGROUND LEGE NO SYMBOL OR ARROW PROTECTIVE FILM CLEAR SF zp a USN ga 0 0 ¢3 ¢~ 6-1 G83-1 CA 132 x 80 73.3 x G IV W IV W IV X 6-2 W A 36 x 36 9. Y IV B IV B IV - X S-6 6-3 W69 CA 36 x 36 9.0 Y IV B IV B IV X 6-4 R? -1 MPH 18 x 30 3.8 W IV B IV D IV X 7-2 G84 -2R (CA) 54 x 4B 18.0 X G IV W IV W IV X 7-3 W3-3 40 x 40 16.0 H - Y III R G III B - - X 5-7 7-4 RGI -20 (CA) 36 x 30 7.5 X W III B B X 7-5 R61-20 (CA) 36 x 30 7.5 X W III B III B X 8-1 R5 -10c 24 12 2.0 X W III B III X R5-1 36 x 36P2. X - W II W II R 11 X - 5-2 R5 -1a 36 x 24 X R IV W IV X 8-3 G78-5 (CA) EXISTING R5-1 36 x 36 X - W II W II R II X - 8-4 R5-10 36 24 X - R IV W IV - - - X S-8 RG 1L 36 12 X - 8 - B - W III X - S-6 R6 -1R 36 x 12 X 8 B W III X 8-0 G78-5 (CA) 54 x 4818.0 X G IV W IV W IV X R4-7 24 x 30 X - W 111 - - B - X - 0-9 OM1 -3 18 x 10 X Y III X 8-10 R3-1 EXISTINGG92 (CA) 48 x 3010.0X G IV W IV X 8-11 M3-4 24 x 12 X W III B X MG -21L 21 x 15 2.2 X W III B X G92 (CA) 48 x 30 10.0 X G IV W IV X 8-12 M3-4 24 x 12 2.0 X W III B III % M6 -2R 21 x 15 2.2 X W III B X W1-15 48 x 48 16.0 X Y III B - - - - X 8-13 W13 -1P 30 x 30 6.3 0-14 R5 -10o 30 x 36 7.5 X W III B % 8-15 W1 -8R 36 x 48 12.0 S-8 8-16 W1 -8R 35 x 48 12.0 B-17 W1 -8R 36 x 48 12.0 8-18 W1 -8R 36 x 48 12.0 0-19 WI -8R 36 x 48 12.0 8-20 W1 -8R 36 x 48 12.0 B-21 W1 -8R 36 x 48 12.0 8-22 W1 -8R 36 x 98 12.0 B-23 W1 -8R 36 x 48 12.0 8-24 W4 -1R 48 x 48 16.0 X - Y III - - B III - X 8-25 W20-3 EXISTING - 8-26 G]8-5 (CA) 54 I x I 48 18.0 X - G IV W IV A IV - X 9-1 GTT -2 (CAI EXISTING 5-9 9-2 G]]-2 (CAI EX STING 9-4 W20-3 E%ISTING 11-1 W1-2 I R x Y IV 8 IV B IV - X 11-2 R61-13 CA W IV 8 IV B IV X 5-11 11-3 G8-7 CA G IV A IV W IV X 11-4 R5 -10a ftA8 W IV B IV B IV X11- W IV IV5-12 12-1 R3-] W IV B IV B,R IV X SH T TOTAL]4.0 117.3 0 1 0 51 12/4/14 BIKE LANE ADDED u sE F -o ....I IMR PIL[ - dam/ OWML PEGI9LPE4 PALE IL ENG INiEF PLAM 1PPPDVAL 011E P..O...d 40l': CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFONMIA 93301 Prepared by: K SEE CITY STANDARDS FOR EXACT DIMENSION AND FORMAT I LT r(liK T �VJ I �• reior fin approval of As-: ` r,`arritation SIGN QUANTITIES SQ -4 lom« ioc004.p1 AnOrew: D,m+ni WESTS/DE PARKWAY - PHASE 6C BuI E i9WP6C Andrew f Bui CITY OF BAKERSFIELD, CALIFORNIA LlwcReE EYt PUBL/C WORKS DEPARTMENT 114/2015 Daniel Cronquis4 I BIKE LANE ADDED -------- PfLI51EPE4 PPOIL rt EXLIMEEP PLANS LPPXWIL XLIE P ..pored for: CITY OF BAKERSFIELD 1600 TRY%TYN AVENUE BAKERSFIELD CALIFORNIA 9]]01 Pr'¢par¢dbb,Mz �� A -SCM i]IfR�NN0.F] fID.Idl �u �n * SEE CITY STANDARDS FOR EXACT DIMENSION AND FORMAT AS BUILT CONTRACT No. Q & L C.C.A. DATE L/—/3 -Wr5-- R.E. NAME NA . L -i uj ami "f- rnature for final proval of ui,' information SIGN QUANTITI S Q -4A 5oc004a. Ig Andrew Bui WESTSIDE PARKWAY - PHASE 6C ` CITY OF BAKERSFIELD, CALIFORNIA i9WP6C Antlrew Bui cnwowwa /14/2015 cy:rOnOuist PUBLIC WORKS DEPARTMENT OOniel C ---- 42-.5-17& ----- FURNISH SIGN PANEL PROTECTIVE SF BACKGROUND LEGEND SYMBOL OR FILM ARROW CLEAR m 'o SHEET SIGN SIZE o o _ o _ SIGN No. SIGN CODE L x D o 0 NEE n X in w 0 w> wy Z g w -Z u�'m a~ ¢z ¢a w =e 4 _ R73-3 CA 36 X 36 9.00 X W IV B IV B IV X - RSNS A E-22 RSNS A RSNS * R73-3 A 36 % 36 9.00 X W IV B IV B IV X E-24 RSNS* RSNS ' R3-18 36 H 36 9.00 X W IV B IV B,R IV X N73-3 CA 36 X 36 9.00 X W IV B IV B IV X 39-3A 12 X 18 1.50 X W IV B IV B,R IV X - R9 -3A 12 X 10 1.50 X W IV B IV B,R IV X E-26 R9 3A 12 H 18 1.50 X W IV B IV B,R IV X - R9 -3A 12 X 10 1.50 X W IV B IV 3,R IV X - R9 -3A 12 X 10 1.50 X W IV B IV B,R IV X RSNS RSNS A RSNS A OVERHEAD A G23-2 IS X 8.3 149.94 X G IV W IV W IV X B G83-4 tT.S H T 122.50 X G IV W IV W N H C 5- @ X G IV W IV W IV X D 23 2 1 SHEET TOTAL 43.5 0 0 3 3 1 TOTAL 666 2 ]4 316.6 353.] 1 BIKE LANE ADDED -------- PfLI51EPE4 PPOIL rt EXLIMEEP PLANS LPPXWIL XLIE P ..pored for: CITY OF BAKERSFIELD 1600 TRY%TYN AVENUE BAKERSFIELD CALIFORNIA 9]]01 Pr'¢par¢dbb,Mz �� A -SCM i]IfR�NN0.F] fID.Idl �u �n * SEE CITY STANDARDS FOR EXACT DIMENSION AND FORMAT AS BUILT CONTRACT No. Q & L C.C.A. DATE L/—/3 -Wr5-- R.E. NAME NA . L -i uj ami "f- rnature for final proval of ui,' information SIGN QUANTITI S Q -4A 5oc004a. Ig Andrew Bui WESTSIDE PARKWAY - PHASE 6C ` CITY OF BAKERSFIELD, CALIFORNIA i9WP6C Antlrew Bui cnwowwa /14/2015 cy:rOnOuist PUBLIC WORKS DEPARTMENT OOniel C ---- 42-.5-17& ----- I mmlI SEE SHEET SW -2 ------------------------ ---------- z u O z �WESTSIDE PARKWAY "A" LINE "SW2" "SWT" STOCKDALE Hwy "J" LINE SEE SHEET SW -3 \— "sws" --------------------- - -------------------------------- --12.5-178 -- --------------------------------------------------------------------- ,xEET �EE.� Saari .pow laa J LL L Y Q 3 O J o. ASB Uj,LTp Q Isruso v.cssiwel cxxmccx vans evMovu oerE .....0 U SOUND WALL reaared .o INDEX CONTRACT No�u�W (oC- SCALE: NO SCALE S W - ' CITY OF 6AKERSFIELD SOUND WALL WORK ONLY. C.C.A. DATE i—IS LY/1� F m Nome: Drawn: r501 TRELDCALIFUXTUN MNI PA -001 p1 A.-. y COrdozo BAftEF5F 1EL0 CALIFINiNIN 93301 oe R.E. NAME 3�. Ci. W i (agAp_ Juste.: CITY OF BAKERSFIELD, CALIFORNIA PrF... Fd b': Justina Conklin Da+e:09-28-2012 TRC PUBLIC WORKS DEPARTMENT w 10680 wUITE UOCx a0e0 W J sTITF 1.0 FANCNO COFDOVA, CA 95fi TO z_ ture for final approvalT) LO AS -Built information Q ¢ Q W J W J� / --------------------- - -------------------------------- --12.5-178 -- --------------------------------------------------------------------- z J LL L Y Q 3 O J J Q U SOUND WALL INDEX SCALE: NO SCALE S W - ' iH15 PLAN ACCURATE FOR SOUND WALL WORK ONLY. F m Nome: Drawn: PA -001 p1 A.-. y COrdozo WESTSIDE PARKWAY -PHASE SC oe Juste.: CITY OF BAKERSFIELD, CALIFORNIA T9WP66 T Justina Conklin Da+e:09-28-2012 cLeoneo or: Keith Nelson PUBLIC WORKS DEPARTMENT --------------------- - -------------------------------- --12.5-178 -- --------------------------------------------------------------------- -------------------------------------------------------------------------------------------------- AS BUILT CONTRACT No.fi4 �(or- C.C.A. DATE Z/-(3-Z01v__ R.E. NAME M 6_1 - W r T&RAY— R.E. Signature for finalapproval of As -Built information SHEET I.AA11:. 189 344 Anim OAK IN AKi \ U n(Q/'> 1.� 09-28-2011 Ia2F2o . ""', ... ....... puns eFYPOVN IIATI rep."Ad for: CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Preparatl by: 4A_—C � TRC GV/��10660 WHITE ROCK ROAD .raw.^WA^NNAIFL TE 100 TNNN _AN mm: RANCHO CORDOVA. CA 95670 SOUND WALL KEY MAP NO. 1 THIS PLAN ACCURATE FOR SOUND WALL WORN ONLY. SCALE: NO SCALE SW -2 FJe Name. Drown. P6r002.p1g Anthony COrd020 WESTS/DE PARKWAY - PHASE 6C glneer CITY OF BAKERSFIELD o T9WP6C .we+inn cnnKlin , CALIFORNIA Dope: me=or: 09-Z8-2012 Neithrh Nelson PUBLIC WORKS DEPARTMENT -------12.b-1/6 -.� SW2" "SW7"— A�S sBUILT CONTRACT No l A w1p6 G C.C.A. DATE Y-/3 e 20/� R.E. NAME�A Get _ c✓�G� ----------------------, SN EOET i i SxEE iS pares o.� 190 399 x�r t�, 09-20-20q ISIEPF➢ PPDEESSIDNIL EXLIIFEP LIXS IPPPOVIL DI IE repo red For: CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P r¢pa ratl by: A_--WM TRC A�/�� 10660 WN ITE ROCK ROAD SUITE 100 Rnmam me w,m: Limn RANCXO COROOVA. CA 95fi TO W12" N11" SOUND WALL KEY MAP NO. 2 THIS PLAN accuxaTF FOR SOUND WALL WORK ONLY. SCALE: NO SCALE SW -3 JF1le Nome. D11— PbrO03.p1 Anthony Cardoza WESTSIDE PARKWAY - PHASE 6C T9WP6e oe heel, CITY OF BAKERSFIELD CALIFORNIA 9WL Justina Conklin Date: CnecRed ey: 09-28-2012 Keith Nelson PUBLIC WORKS DEPARTMENT 16lif.mrk =94 ------------------------------------------------------- --------------------------------- --------------------------------------- - xREMOVE Exist VSW FOOTING AND PLAN CONSTRUCT NEW WALL 1"=20• THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SXE6FT iOT. scow 191 53945 6;O�e0= '✓PIQV "' lY' 11 ^^"`/ AP—VA- -Pott PCiE59CNLL EX6INEEP <PPPOVdL OIIE re pa rea tor. CITY OF BAKERSFIELD 1501 TRUXTON AVENUE BAKERSFIELD CALIFORNIA 93301 Pre Ooretl by: 11. TRC w/� tosfio wM IrF ROCK Ro<o su1IE Iao RANCH. CORDOVA. CA 95670 SOUND WALL No. 1 QUANTITIES ITEM UNITS QUANTITY SOUND WALL (MASONRY BLOCK) SF 20,360 STRUCTURAL CONCRETE (SW) CY 150 16" CHER CONCRETE PILING LF 1,750 REMOVE SOUND WALL LF 1,320 GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 2. WALL EXPANSION JOINT AT ALL ANGLE POINTS IN SOUND WALL PER STANDARD PLAN. 3. THE HEIGHTS SPECIFIED IN ELEVATION VIEW ARE DESIGN HEIGHTS FOR CONTRACTORS USE IN DETERMINING WALL PARAMETERS. THE DESIGN HEIGHT DOES NOT REPRESENT THE ACTUAL HEIGHT OF THE WALL. 4. FINAL GRADING OF SOIL AT FACE OF WALL SHALL BE GRADED AWAY FROM SOUND WALL TOWARD ROADWAY. 5. THE TOP OF PILE CAP ELEVATION SHOWN IS A MAXIMUM ELEVATION FOR GROUND COVER REQUIREMENTS. 6. REFER TO SHEET SW -8 FOR TYPICAL CROSS SECTIONS OF SOUND WALL NO. I. T. LOCATIONS AND TERMS OF TEMPORARY CONSTRUCTION EASEMENTS WILL BE PROVIDED BY THE CITY. S. REMOVE EXISTING PROPERTY FENCES WITHIN LIMITS OF TEMPORARY CONSTRUCTION EASEMENT. AFTER COMPLETION OF THE SOUND WALL, RECONSTRUCT AND EXTEND EXISTING FENCES IN KIND TO NEW SOUND WALL. SEE SHEET SW -6 FOR ADDITIONAL DETAILS. SOUND WALL PLAN SOUND WALL No.1 SW -4 WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ------------------------------------------------------------ --------- ------ 12.5-178--' 1 DATUM Elev 340.00 CIDER PILE SPACING CASE 1 (0=30°) CIDH PILE SPACING CASE 2 (0=301) = 15 16 17 118 DEVELOPED ELEVATION 1"=20'Horiz 1"=5' Vert I PORTION OF Exist Exist SW 1t 1 PROPERTY FENCE (TOB R VEO) To BE REMOVED), Typ RAl E EMAA Sw1" "Al" LINE 6 305- "A2" LINE 25 _. V' LINE SXEEi HEEL ss,� 192 s 394 + b�foi ISIENF➢ PIbF[s51PYEl EX4IXFFP PLANS APAROVAL XLiE repO�ea Far: CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prapor Ad by: .42`Wn TRC 10660 WHITE ROCK ROAD SUITE 100 maax.ro�snemimi NANCXO COFOOVA. CA 95610 1rn:aTi�K�an NO R A T L 2104.08' 31°06'58" 1 585.81' 1,142.68' AS BU T CONTRACT No.—ZIG C.C.A. DATE R.E. NAMES E. ignature for mala r pp ovol of As -Built information PLAN SOUND WALL PLAN 20' SOUND WALL No.1 6eV lslen: De,e: Deer ron: THIS PLAN ACCURATE FOR saueo WALLWORKONLY. SW -5 ro rvome. Dra„n: P6605 '0 Anthony Cardoza WESTSIDE PARKWAY - PHASE 6C COT9wPfiL E JutinD'stLn a Conklin CITY OF BAKERSFIELD, CALIFORNIA 9W Date:neith : 09-29-2012 clteith Nerelson PUBLIC WORKS DEPARTMENT useervnmE=ous6=a.a. FaE a x.vzafios - wsawno=. 6gP6aO0 s.ma _.------------------------------- — ________________._._.___________'._________—__._--------------------------_____----_______________________________.1 I EET eer IS 815-RSP 400'-0" MEASURED ALONG "SWI" LOL B15-3 B15-4 5 "o,N i93 s399s 12'-10Y'4 N 0 3 w H=14' I T L 2104.08' 31°06'58" 38i' -11/a' 1,142.68' 40'-D" 118'-5T/s" E lev 365.00 Typ Elev 385.67 TOP OF SOUND WALL a� Exp J+, Typ oX-ze-zolz I SifflfO WpffS510N9L fHLIXEEP PLLXS gPPPOVgL DAM OP OF 4b,pared For: Elev 351.33 00 -FG- CITY OF BAKERSFIELD PILE CAP — — — Elev 352.00 II EE 4 -0 BAXERSF1ELD CALIFORNIA 53301 3 0 BOTTOM OF PILE CAP 3'-0' Typ 4 SE A_M�� TRC A��Lv/�� Typ Typ 0 10'-0" Max _ 0 14'-0' Max CIDH PILE SPACING CASE 2 (0=30°) DATUM ElaV = 340.00 19 20 21 DEVELOPED ELEVATION 1"=2a' HOriz 1"=5' Vert CIDH PILE SPACING CASE 1 (0=30°) 22 23 CIIRVF DATA NO R I p I T L 2104.08' 31°06'58" 1 585.81' 1,142.68' a� oX-ze-zolz I SifflfO WpffS510N9L fHLIXEEP PLLXS gPPPOVgL DAM 4b,pared For: CITY OF BAKERSFIELD 3w 1501 TRO %TON AVENGE EE BAXERSF1ELD CALIFORNIA 53301 P,,ad by: SE A_M�� TRC A��Lv/�� 10680 WRITE ROCS R.gU ~ SLI ITE 100 RANCHO 10FVOPUA, C,S 956]0 CIDH PILE SPACING CASE 1 (0=30°) 22 23 CIIRVF DATA NO R I p I T L 2104.08' 31°06'58" 1 585.81' 1,142.68' AS BUILT I T No. !o TE H 2O I L. C�jjT,,2A� R.E. Signature for f inM approval of As -Built information PLAN SOUND WALL PLAN Xe vlslon: hme: hesrl flon: -20 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SOUND WALL N o .1 SW -6 1. rvama. Drown, -- P6r000b.p1 Anthony Cardoza WESTSIDE PARKWAY - PHASE BC klin CITY OF BAKERSFIELD4 CALIFORNIA T9WP6C Jus#ina Con --- m,e09-28-2012 Reit: lth Nelson "K,eo PUBLIC WORKS DEPARTMENT ----------------------- 12.5-178__J DATUM EIeV = 340.00 23 24 25 DEVELOPED ELEVATION 1-20'Horiz I'=5'Vert SW No.1 SITION KS ------------------------------------------------------- SrvoET 5XTaT. s:oW 194 344 5 \" ... ISiFPF9 PPoFFSSIOXIL EX6IXEEP PLANE 4PPPOV4 OLiE epa retl for: CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P repar¢d by: A=—CQM TRC �•v/�� 10690 WHITE ROCK ROAD » _ _ SUITE I.. CURVE DATA No R T 11 1"=20" (D 1 2104.08' 1 31`06'58" 585.81' 1,19268' AS BU (_T CONTRACT No. T9 W f (G C.C.A. DATE R.E. NAME_k,A 2.E. Signature for final approval �f As -Built information PLAN SOUND WALL PLAN 1"=20" SOUND WALL No.1 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. S W -q S le Name. Dawn: p6'.007,Ig Anthony Cardoza WESTSIDE PARKWAY - PHASE 6C ae CITY OF BAKERSFIELD CALIFORNIA r9wPEL T9Ws J.'ELa Conklin in oat.: 05-28-2012 cn.on.a ny: Keith Nelson PUBLIC WORKS DEPARTMENT 12.5-178 Tem Cons+ Ease Exist SW (TO BE REMOVED) _ OG=FG LOL SWI" LOL Temp Const Ease1'-1" Min & VARIES JND�WALLI TOP OF SOUND E711. 7 RSP 815-5 (TO BE REMOVED) TNT RSP t9 TOP OF PILE CAP AS BLRLT CONTRACT No IAI P(' (i C.C.A. DATE__j- r3 2v1� R.E. NAME R.E. (gnatureR.E. formal approval of As -Built information ------------------ SHE Ei T SHEETS Amy 195 399 .W�fx` � ax lY': 09 -2B -R012 ISifPfP—11191"'L EHL IXEEP PLLNS AFPPOVAL DATE r¢ptlred For: CITY OF BAKERSFIELD 1501 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pr¢par¢tl by: A_E TRC /'/�wOM �� 10690 WHITE ROCK Ropo SUITE 100 RANCXO CORW Vp, CA 95fi i0 R/W--_ r"SWI" LOT �d Temp Const Ease O ❑ B15-3 Exist FENCE VARIES 10+00.00 TO 10+57.51 10+57.51 TO 13+35.31 RECONSTRUCT/EXTEND Exist FENCE "SWI" LOL RA SWI' LOL EQUAL EQUAL Temp Consi Ease 1 _ ❑ �TOF�L,."F SOUND WALL FT"OF SOUND WALL (TOS BE SWBEU ❑ II ATTACH VERTICAL ❑ MEMBER WITH ENGINEER II APPROVED MECHANICAL 015-3 ❑ B15-3 - _ � _� Ex ANCHOR ❑ 6R15P4 BR5P4 --�— I --- I i : �% Exist ❑ ❑ FENCE POST 111_ OG=FG ❑ P011LE OCAP WEED❑ PILE OF CAP INSTALL NEW FENCE POST TO MATCH Exist - ' SE CiION IS ) 6'-0" IF RECONSTRUCT BOTTOM OF PILE CAP BOTTOM OF PILE CAP NOTE: WOOD FENCE SHOWN, OTHER FENCE TYPES SIMILAR RSP RSP RECONSTRUCT FENCE DETAIL B15-5 B15-5 SOUND WALL LEGEND: TYPICAL CROSS SECTIONS 13+35.31 TO 23+13.36 23+13.36 TO 25+00.00 F=/ LIMITS of REMOVAL SOUND WALL N o .1 O n e�1s1m: oa+e: Desch +ton: THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SCALE: "=1'-0" S W - 8 Eue rvan,e. D.a.�: PBro0o9.plg An+pony cerdoza WfSTSIDE PARKWAY -PHASE SC g1neef C/TY OF BAKERSFIELD e T9WP6C .IL,fi+mN cOnKlin , CALIFORNIA Dots: Raine' el �sEPxnve =wsEP=o�a.ao=a ocx RLE -> xn1zA9D9 - wscw:,ase snoh.oXXe.o�o os-28-zoI2 Keith Nelson PUBLIC WORKS DEPARTMENT --------------------------------------------------- -------------------- ---12.5478----- III TOP OF OG=FGlz PILE CAP I BOTTOM OF PILE CAI RSP 815-5 AS BLRLT CONTRACT No IAI P(' (i C.C.A. DATE__j- r3 2v1� R.E. NAME R.E. (gnatureR.E. formal approval of As -Built information ------------------ SHE Ei T SHEETS Amy 195 399 .W�fx` � ax lY': 09 -2B -R012 ISifPfP—11191"'L EHL IXEEP PLLNS AFPPOVAL DATE r¢ptlred For: CITY OF BAKERSFIELD 1501 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pr¢par¢tl by: A_E TRC /'/�wOM �� 10690 WHITE ROCK Ropo SUITE 100 RANCXO CORW Vp, CA 95fi i0 R/W--_ r"SWI" LOT �d Temp Const Ease O ❑ B15-3 Exist FENCE VARIES 10+00.00 TO 10+57.51 10+57.51 TO 13+35.31 RECONSTRUCT/EXTEND Exist FENCE "SWI" LOL RA SWI' LOL EQUAL EQUAL Temp Consi Ease 1 _ ❑ �TOF�L,."F SOUND WALL FT"OF SOUND WALL (TOS BE SWBEU ❑ II ATTACH VERTICAL ❑ MEMBER WITH ENGINEER II APPROVED MECHANICAL 015-3 ❑ B15-3 - _ � _� Ex ANCHOR ❑ 6R15P4 BR5P4 --�— I --- I i : �% Exist ❑ ❑ FENCE POST 111_ OG=FG ❑ P011LE OCAP WEED❑ PILE OF CAP INSTALL NEW FENCE POST TO MATCH Exist - ' SE CiION IS ) 6'-0" IF RECONSTRUCT BOTTOM OF PILE CAP BOTTOM OF PILE CAP NOTE: WOOD FENCE SHOWN, OTHER FENCE TYPES SIMILAR RSP RSP RECONSTRUCT FENCE DETAIL B15-5 B15-5 SOUND WALL LEGEND: TYPICAL CROSS SECTIONS 13+35.31 TO 23+13.36 23+13.36 TO 25+00.00 F=/ LIMITS of REMOVAL SOUND WALL N o .1 O n e�1s1m: oa+e: Desch +ton: THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SCALE: "=1'-0" S W - 8 Eue rvan,e. D.a.�: PBro0o9.plg An+pony cerdoza WfSTSIDE PARKWAY -PHASE SC g1neef C/TY OF BAKERSFIELD e T9WP6C .IL,fi+mN cOnKlin , CALIFORNIA Dots: Raine' el �sEPxnve =wsEP=o�a.ao=a ocx RLE -> xn1zA9D9 - wscw:,ase snoh.oXXe.o�o os-28-zoI2 Keith Nelson PUBLIC WORKS DEPARTMENT --------------------------------------------------- -------------------- ---12.5478----- DATUM Elev - 345.00 10 rIIRVF DATA DEVELOPED ELEVATION 1-20' Horiz 1"-5'V9rt SHEET iOT1L s,o,V 196 SH399 s elk easy to �Pr- LPPPOVIL 0AFFHUVAL ISTEPED PPf6 E59MLL EPLIXEFP PL1N5 Y1TE repo reO for: CITY OF BGKERSFIELD 1501 TRUXTUN AVENUE OAKERSFIELD CALIFORNIA 93301 Prepared by: TRC Iti��WW��11 10680 WHITE ROCK ROAD -�XrMum, SUITE 100 RANCHO COROOVA, CA 95670 DUND WALL No. 2 QUANTITIES ITEM UNITS OUANTITY SOUND WALL (MASONRY BLOCK) SF 22,150 STRUCTURAL CONCRETE (SWI CY 210 16" CIDH CONCRETE PILING LF 1,930 GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING BEGIN THE DESIGN HEIGHT DOES NOT REPRESENT 2 R/W e :-"T 'dA.I "%^" " THE ACTUAL HEIGHT OF THE WALL. iL :0N l5 10r �I n 4. FINAL GRADING OF SOIL AT FACE WALL SHALL X12 — z BE GRADED AWAY FROM SOUND WALLL TOWARD N 178.90' L+ 'A" 736+88.26 �-� [m ROADWAY. -- SW r,T _ -- 1 5. THE TOP OF PILE CAP ELEVATION SHOWN IS A --- P m MAXIMUM ELEVATION FOR GROUND COVER 0'Lt"A"O. 2134+93 32 'SW2' TOL "',y�Y I1j J r /! J LIZA REODIREMENTS. 10+00 00 BC ` ��� 5� �! I! _ ✓ f 6. REFER TO SHEET SW -14 FOR TYPICAL CROSS / rL _13 �'�E vo SECTIONS OF SOUND WALL NO. 2. E-- i\ E NAME (�J, W I ly f��{� 7. LOCATIONS AND TERMS OF TEMPORARY CONSTRUCTION EASEMENTS WILL BE PROVIDED BY THE CITY. ( _ 8. REMOVE EXISTING PROPERTY FENCES WITHIN ✓� V "} a / LIMITS OF TEMPORARY CONSTRUCTION EASEMENT. AFTER COMPLETION THE SOUND WALL, RECONSTRUCT AND EXTEND EXISTING FENCES IN HIND TO NEW SOUND WALL. SEE SHEET SW -14 FOR ` ' -r - �P, ADDITIONAL DETAILS. 5f - or approval ;= j ullt i A. rmation PLAN SOUND WALL PLAN 20' SOUND WALL No.2 SW -9 + n: Na'e: Desch S +ion: THIS PLAN ACCURATE FOR SOUND WALL WORN ONLY. W _ 9 9 F. le N.— P6rs009.P1 dntnony Cardoza WESTS/DE PARKWAY - PHASE 6C 9: e: T9WP6L CITY OF BAKERSFIELDf CALIFORNIA Justin0 Conklin Date: PUBLIC WORKS DEPARTMENT USERNAME -)USE--D—pew LIFE _1 H.,121..I - wmwn°se PcwP.°ooA.°i° 09-28-2012 Keith Nelel son NO R 1 6 ° FIELD DIMENSIONS BEFORE ANY MATERIAL, ORDERING OR FABRICATING 2B°Oi'S 5" 114.94' 225: X T ` - r'"` "�� 2. WALL EXPANSION JOINT AT ALL ANGLE POINTS IN SOUND WALL PER STANDARD PLAN. PORTION OF FENCE (TO Exist PROPERTY BE REMOVED) Exist FENCE K11 �~ L�� 3. THE HEIGHTS SPECIFIED M ELEVATION (SEE NOTE 8), Typ (TO BE REMOVED) N ,-.:; VIEW ARE DESIGN HEIGHTS FOR CONTRACTORS / - USE IN DETERMINING WALL PARAMETERS. BEGIN THE DESIGN HEIGHT DOES NOT REPRESENT 2 R/W e :-"T 'dA.I "%^" " THE ACTUAL HEIGHT OF THE WALL. iL :0N l5 10r �I n 4. FINAL GRADING OF SOIL AT FACE WALL SHALL X12 — z BE GRADED AWAY FROM SOUND WALLL TOWARD N 178.90' L+ 'A" 736+88.26 �-� [m ROADWAY. -- SW r,T _ -- 1 5. THE TOP OF PILE CAP ELEVATION SHOWN IS A --- P m MAXIMUM ELEVATION FOR GROUND COVER 0'Lt"A"O. 2134+93 32 'SW2' TOL "',y�Y I1j J r /! J LIZA REODIREMENTS. 10+00 00 BC ` ��� 5� �! I! _ ✓ f 6. REFER TO SHEET SW -14 FOR TYPICAL CROSS / rL _13 �'�E vo SECTIONS OF SOUND WALL NO. 2. E-- i\ E NAME (�J, W I ly f��{� 7. LOCATIONS AND TERMS OF TEMPORARY CONSTRUCTION EASEMENTS WILL BE PROVIDED BY THE CITY. ( _ 8. REMOVE EXISTING PROPERTY FENCES WITHIN ✓� V "} a / LIMITS OF TEMPORARY CONSTRUCTION EASEMENT. AFTER COMPLETION THE SOUND WALL, RECONSTRUCT AND EXTEND EXISTING FENCES IN HIND TO NEW SOUND WALL. SEE SHEET SW -14 FOR ` ' -r - �P, ADDITIONAL DETAILS. 5f - or approval ;= j ullt i A. rmation PLAN SOUND WALL PLAN 20' SOUND WALL No.2 SW -9 + n: Na'e: Desch S +ion: THIS PLAN ACCURATE FOR SOUND WALL WORN ONLY. W _ 9 9 F. le N.— P6rs009.P1 dntnony Cardoza WESTS/DE PARKWAY - PHASE 6C 9: e: T9WP6L CITY OF BAKERSFIELDf CALIFORNIA Justin0 Conklin Date: PUBLIC WORKS DEPARTMENT USERNAME -)USE--D—pew LIFE _1 H.,121..I - wmwn°se PcwP.°ooA.°i° 09-28-2012 Keith Nelel son NO R 1 6 O2 458.76' 2B°Oi'S 5" 114.94' 225: --------------------- ------12.5-1 SHEET 5 EEiS ¢goy 191 3U .� collvu �'Xf + � �..... li o9-ze- AL Isrmm v,xcroslm:eL sxslxErn >I.exs Q` -AL Dnre repdred for: CITY OF B4KERSFIELO 150 1 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pr¢porsd cy: ,A_—CM TRC �I,/�� 10680 WHITE ROCK ROAD wAry.� SUITE 100 iafmiensauan.im, RANCHO COROOV A, CA 95fi TO "A" LINE 2 1 PLAN SOUND WALL PLAN =20' SOUND WALL No.2 n: Dore: o THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. S W - 1 O le Name:nn. -' P6rba t o.plg DAnthany Cardaz0 WESTSIDE PARKWAY - PHASE 6C T9 WP6C Conklin 9lneer T9W: CITY OF BAKERSFIELD, CALIFORNIA fi Justina Dere:neeRea el PUBLIC WORKS DEPARTMENT 09-Z8-2012 [Keith NeI50N USEPNAME OUSEP=ocareoxo UUN FILE O H.\120909 - WSP N,w¢e 6L W6cfi010.e1a --------92-S-17&-- 1 I DATUM Elsv = 345.00 10 15 16 117 10 DEVELOPED ELEVATION 1-20'Horiz PORTION OF Exist 1'=5' Vert PROPERTY FENCE (TO HE REMOVED), Typ ,,,� T �� R/W x, E 'st FENCE BE REMOVED) tl\ �(TO X19 14 N 15� 17- - .. .I, .i LDL 116 s4 Lt A t4z64.ts` ^--✓� r=1:1—\ __- ��--_ PI SW2 18+20.32 R CONTRACTN _��f��� o 1 -(L - C.C.A. CIATE_ u"��-ZO -SW2 „a — — - — „ - .. �-JR.E. NA,ME — _ � a Ef •, "A" LINE 2 1 PLAN SOUND WALL PLAN =20' SOUND WALL No.2 n: Dore: o THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. S W - 1 O le Name:nn. -' P6rba t o.plg DAnthany Cardaz0 WESTSIDE PARKWAY - PHASE 6C T9 WP6C Conklin 9lneer T9W: CITY OF BAKERSFIELD, CALIFORNIA fi Justina Dere:neeRea el PUBLIC WORKS DEPARTMENT 09-Z8-2012 [Keith NeI50N USEPNAME OUSEP=ocareoxo UUN FILE O H.\120909 - WSP N,w¢e 6L W6cfi010.e1a --------92-S-17&-- 1 I DATUM Elev = 345.00 1 19 20 ELEVATION 1 20' Horiz =5' Vert PORTION OF Exist I T ) PROPERTY FENCE (TO BE REMOVED), Typ i 20 N 75°3839" E PROTECExistT NATER PLACE NES"SW2 LOL "A" LINE - GT 4 145 PLAN 1"=20' Exist FENCE ( ` (TO BE REMOVED) % f AS 6U#LT CONTRACT No. Ty1_ PtvcC C.C.A.OATE Y.E. NAT,4E NA. (6. Vj i 4-4 y� n .E. 5ignature for fin Iapproval of As -Built information SOUND WALL PLAN THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SOUND WALL N O. 2 SW -111 �File Nome: Uro.n: P6rbOtt.pt Anthony Cordoza WESTSIDE PARKWAY - PRASE SC meNo.: U1"ea1 CITY OF BAKERSFIELD CALIFORNIA T9YN6C JustinU Conklin s Bo+e: cnector: 09-28-20t2 Keith Nelson PUBLIC WORKS DEPARTMENT --- ---------------- -------------------------------------- ----------------------- 12.�-178---' i L s394s 198 .nmca=goy 6a�=aICPINv imus C �wJu^(oJ K. IS1EPEp pPCfESSIm9L ENGIMfP PL>XS iPPPOVCLZUfiE r¢par¢d 'For: CITY OF BAKERSFIELD 1501 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Preparetlby: ,A=CM TRC 10660 WHITE ROCK ROAD SUITE 100 AS 6U#LT CONTRACT No. Ty1_ PtvcC C.C.A.OATE Y.E. NAT,4E NA. (6. Vj i 4-4 y� n .E. 5ignature for fin Iapproval of As -Built information SOUND WALL PLAN THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SOUND WALL N O. 2 SW -111 �File Nome: Uro.n: P6rbOtt.pt Anthony Cordoza WESTSIDE PARKWAY - PRASE SC meNo.: U1"ea1 CITY OF BAKERSFIELD CALIFORNIA T9YN6C JustinU Conklin s Bo+e: cnector: 09-28-20t2 Keith Nelson PUBLIC WORKS DEPARTMENT --- ---------------- -------------------------------------- ----------------------- 12.�-178---' aO 4� C>0 C'a'j w-zX-zo+z ISEEPEO Plgf[410X4L EH6IXEEX l—b AVI—AL HA It -eppred {or: CITY OF BAKERSFIELD 1501 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P �epa�etl by: TRC �•vI►� SU IF DO. ROCK ROAD SUITE 1017 irom:mxi:emim: ...amnw RANCHO LOROOVA. C< 956]01 "1 6'-0" MO. g 16'-D" Max CASE 11 CIDH PILE SPACING CASE 1 (0=30') CIDH PILE SPACING CASE 2 (0=30°) DATUM Elev = 345.00 23 24 25 26 27 CURVE DATA No R v T L DEVELOPED ELEVATION s3s1.49' oz^4o•s4'• 3s9.zT' ]17.46' 1"=5' Vert PORTION OF Exist PROPERTY FENCE (TO BE REMOVED), Ty p 1. r s T ! 1 Exist FENCE R/W IL1 �/��%T (TO BE REMOVED) t e `-- 1 [f� R/W 7 [ T, 119 v 3 r "A. >{(~ }_ r- 24 ._ 25: - _L1 J} z i n•c 23 N i5 3%"39" E - 26 '— — { TT 112 49 Lt A 14Tt95 EZ — —� 2TiT, --:El- l `j =�•�� m'� : SW2 23+63 42 BC SW2 F CONTRACT O NTRACTNo. - - _— _— n.C.A.DATE N-�3 20/f _.0 ( L / 1ru fr i R"E. Sic 6ure fcr fin r_r»roval of A5 -B Jil irformt. ^ri A" LINE PLAN SOUND WALL PLAN =20' SOUND WALL No.2 SW -12 + on: oa*e: veecrl *Ion: THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. S W — 1 2 File Name. wn. G6r60 t 2.019 174171 hon, Cardoza WESTSIDE PARKWAY -PHASE SC Engine. CITY OF BAKERSFIELD JOe 1 9w16c dustino Conklin _ CALIFORNIA Dnie: _ IeeKea e l PUBLIC WORKS DEPARTMENT P, [Keith Nelson -------------------- ------12.5-178_ —'I ------------------------------------------------ I E.eL END SW No. . RSP RSP BEGIN No. 154 c5,1?'oe 200 394 344'-101/z" MEASURED ALONG "SW2" LOL 815-3 815-4 B15-5 RW Na.. 159 * q SEE STRUCTURE PLANS - _�.ummimaux 184'-0" 106'-0)/4" 54'-9y4" Mod PILE CAP ,a ox xa v H=8' 14=8' H=S' 48'-0" 28'-0" 30,-0 2T'-4%' 27'-4%" 48'-0"Elev 363.00 Elev 361.67 TYp TOP OF SOUND WALL Exp Jt ""-""""' `�' �n71�^L� Re...-zmz 71NIsxLRY FWxssvOnxL sXGInESX pLexs APPNoveL DLII, ry 7a F rapPratl for: N� Exp JtTYp BO -3 CITY OF B.AKERSFIELD r� TOP OF Elev 354.00 Elev 355.33 Ezp Jt w� OG -FG PILE CAP 3-4 1501 TRUXiUN AVENUE w_ _ x _ _ Ptt L <L O N14 93301 mZ PreParetl by: ASC M TRC toseo wHITc Rocx E.A. BOTTOM OF PILE CAP 5u1TE I.0 2'-D" 2,-D.. RANCHO CORDOVAN CA 95670 TYP 2'-0" TLP -5.. Trp a 16'-0" Max ACES 41 1O' -O" 2'-4%' CIDH PILE SPACING CASE 2 (0=30") 50'-0" DATUM Elev = 340.00 ze zs so CURVE DATA DEVELOPED ELEVATION 1"=20: HDriz 1"=5'Vert R/W PORTION OF Exist PROPERTY FENCE BEGIN Mod PILE CAP ff (TO E REMOVED) TYP l "SW2" 30+26.06 y Exist FENCE ' (TO BE REMOVED) _BEGIN RW No, 154 T I1 -�SW7 430+80.88 EC+98.40 END SW No. z =-END Mad PILE C y "SW2 LOL ---_.— ---_-- "A' LINE 3 PLAN 1"=20' NO --------------------- 125-17 R p T L Q3 5351.99' Or`40'S4" 359.2r' Z1 i.46' AS BUILT - CONTRACT No. W -- - C.C.A. DATE_ u—C3 20 1 R.E. NAMES C� IAJ - rc III j R. E. Signature for f I approval I of AS -Built information 4 i55 SOUND WALL PLAN SOUND WALL No.2 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SW -13 P6rba t J.ol9 Anthony Cardoza WESTSIDE PARKWAY - PHASE 6C ae 9; ae , CITY OF BAKERSFIELD CALIFORNIA r9wvsc Jae+ina canKl�n X Dore: 09-T8-2012 na=Kea ez: cNeith Nelson PUBLIC WORKS DEPARTMENT R/W Temp SW2" LOL Ll:l"' ans+ Ease SOUND O Exist FENCE aEuo O 315-1 REMOVED) R5P ❑ B15-1 OG=FG f ❑ TOP O PILE CAP •�o,W 201 s 344 s R/W "SW2" LOL & VARIES Tem_ �. P Cons+ EaseTOP OF SOUND WALL /� 1 �. O6-WAAL -- _ J"�� BUILT IsrEnEo raoressau srWmEEx PLens ePPxpveL Pers CONTRACT NO./J repp.ed +a,: C.C.A.DAIE 4-13-ZOI _ _ CITY OF BAKERSFIELD RSP R.E. NAM C IVI C/,. /._I�'A1//pppIFOA/.F (/ 1501 TRUXTUN AVENUE 815-4 L'�-z-�4F"--- --'I BAKERSFIELD CALIFORNIA 83301 Exist FENCE (TO BE REMOVED) T O z arepore d��EE b--yC� /��� /tiW9I� TRC ❑ /� —� 10680 WX]TE ROCK ROAD / - sANCH RUITE ANCHloo TOP OF ,XF•— O COnOOV A. CA 95670 _ _— — iass¢:m izumiiu, ...rmmmn oc=Fc { PILE CAP R.E. SiyF for Fina. ci ( t — -----_ — !_.- ( R/WI r -SW2" LOL BOTTOM OF PILE CAP 129,744 10+00.00 TO 25+27,65 25+27,65 TO 30+80,88 EQUAL EQUAL R/W "SWY LOL _ ❑ B15-3 _ VARIES c 015-3 — m -0 OG 5" 1, 6.. T TOP OF SOUND WALL — — — — — — — ATTACH VERTICAL MEMBER IIS WITH ENGINEER APPROVED 0 -- -- _ — — MECHANICAL Exp ANCHOR ❑ ci, RS^FtTA.1 o fl OG PC Luis+ FENCE Y ❑ B15P 4 2 (TO BE REMOVED) T ❑ P FG tt4 B15-5 Ezist FENCE POST iIL OF INSTALL NEW FENCOG=FG PILE CAPu POST CO MATCH Exist o 141 S RECONSTRUCT SECTION IS > 6'-0" FG RS NOTE: WOOD FENCE SHOWN, OTHER FENCE TYPES SIMILAR MODIFIED CAP, v B15-3 B15-5 SEE MODIFIED — RECONSTRUCT FENCE DETAIL PILE CAP DETAIL 48 Tot i BOTTOM OF PILE CAP Max S = 8'-0" 16.-D, SOUND WALL MODIFIED PILE CAP DETAIL LEGEND: TYPICAL CROSS SECTIONS 30+26.06 TO 30+80.68 1"=Y -o" LIMITS OF REMOVAL SOUND WALL No.2 ree..is: w: paiel Descn non: THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SCALE: %"=1'-0" SW -14 F :e Name. '6_6 16,1014 a AOtnony Cardoza WESTSIDE PARKWAY - PHASE BC e.: 9S+IrT: CITY OF BAKERSFIELD CALIFORNIA e T9WP6C Jus+ina Conklin rr orae09-28-2012 : cKneeitFl Nelso n �Xea PUBLIC WORKS DEPARTMENT OSEP NANE OOSEP=om FUoxa pGN FILE _) H:V 20006 - .11 11— 61P6 1M1O1 <.ola - ------------------------------------------------------------------- I Exist BEGIN SW No. T .CONTRACT Exist SW, FOOTING AND CONSTRUCT NEW WALL DATUM Elev = 345-00 _..,., •� ,,.,,�� ..�� .,� .....�... ......� .� .... 10 11 12 13 14 STORM DRAIN, DEVELOPED ELEVATION SEE DRAINAGE PLANS 1"=20'Ho11z 1"=S' Vert GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING 2 3 q ANY MATERIAL. "A" LINE AS UIV 2. WALL EXPANSION JOINT AT ALL ANGLE POINTS 13 IN SOUND WALL PER STANDARD PLAN. 11CONTRACTNo. L 3. THE HEIGHTS SPECIFIED IN ELEVATION ss,Aw ,t02 s 344 s �'4 clvl�l xfn a taJ D/. (,M� rsrzx,n vxorsss,mu sxsmssx rLexs �axove�v oeTE - re pa red for: On CITY OF BAKERSFIELD Cw 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P r¢paretl by: w —COM TRC A��V/q tO6B0 WRITE ROCK N.A. SUITE 100 RANCHO COROOVA, CA 95670 SOUND WALL No. 7 QUANTITIES ITEM UNITS OUANTITY SOUND WALL (MASONRY BLOCK) OF 19,140 STRUCTURAL CONCRETE (SW) CV 1560 TYPE LF 2,200 REMOVE SOUND WALL LF 2.0.. 1H6 �w 5. THE TOP OF PILE CAP ELEVATION SHOWN IS A wN MAXIMUM ELEVATION FOR GROUND COVER �• 258'-0" _ _�— __ 6. REFER TO SHEET SW -19 FOR TYPICAL CROSS AeQ •AWT1° R i t information __ s SECTIONS OF SOUND WALL NO. 7. - IN, GE PLANS T. LOCATIONS AND TERMS OF TEMPORARY CONSTRUCTION 0 EASEMENTS WILL BE PROVIDED BY THE CITY. 13 , 1 14 r--� R. REMOVE EXISTING PROPERTY FENCES WITHIN H-16' I r'-�- LIMITS OF TEMPORARY CONSTRUCTION EASEMENT. z, AFTER COMPLETION OF THE SOUND WALL, RECONSTRUCT AND EXTEND EXISTING FENCES IN KIND TO NEW SOUND WALL. SEE SHEET SW -19 FOR - OPTION OF Exis+ _ FENCE (TO BE SEE NOTE 8), PROPERTY ADDITIONAL DETAILS. REMOVED) Typ TRANSITION BLOCKS Elev 370.33 48'-0•• TYP SW -15- W-75111. THIS PLAN ACCURATE FOR sauNO WALL WORK ONLY. 111. Name: D�ovn, WESTSIDE PARKWAY - PHASE 6C P6r 015,1 Anthony Cardoza 0 glneBr CITY OF BAKERSFIELD, CALIFORNIA T9WP6C Elev 368.33 Oat e: C'Keckep Oy: PUBLIC WORKS DEPARTMENT TOP OF Elev 366.33 Exp Jt, Typ 48'-0" 48'-0'• SOUND WALL, Typ TYP Elev 364.33 5W L.p It, Typ Elev 360 J3 Elev 362.33 TOP OF PILE CAP OG=FG�Elev 354.67 (SEE NOTE 51, Typ Typ ^ 2•_O.. QYP 4,_O•• BOTTOM OF PILE CAP 2'-0•' Typ 0 16'-0•• MaX TYP p e'-0•• Max .CONTRACT Exist SW, FOOTING AND CONSTRUCT NEW WALL DATUM Elev = 345-00 _..,., •� ,,.,,�� ..�� .,� .....�... ......� .� .... 10 11 12 13 14 STORM DRAIN, DEVELOPED ELEVATION SEE DRAINAGE PLANS 1"=20'Ho11z 1"=S' Vert GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING 2 3 q ANY MATERIAL. "A" LINE AS UIV 2. WALL EXPANSION JOINT AT ALL ANGLE POINTS 13 IN SOUND WALL PER STANDARD PLAN. 11CONTRACTNo. L 3. THE HEIGHTS SPECIFIED IN ELEVATION ss,Aw ,t02 s 344 s �'4 clvl�l xfn a taJ D/. (,M� rsrzx,n vxorsss,mu sxsmssx rLexs �axove�v oeTE - re pa red for: On CITY OF BAKERSFIELD Cw 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P r¢paretl by: w —COM TRC A��V/q tO6B0 WRITE ROCK N.A. SUITE 100 RANCHO COROOVA, CA 95670 SOUND WALL No. 7 QUANTITIES ITEM UNITS OUANTITY SOUND WALL (MASONRY BLOCK) OF 19,140 STRUCTURAL CONCRETE (SW) CV 1560 16" CIDH CONCRETE PILING LF 2,200 REMOVE SOUND WALL LF 1,550 SW NO R o r L FLAN THE ACTUAL HEIGHT OF THE WALL. 5296.OB" 08°58'22" 4t 5.54' 829.39' 1 '=20' ________._-------------------------------__-__._. _... __-___------------_ IL.S-"1/ VIEW ARE DESIGN HEIGHTS FOR CONTRACTORS USE IN DETERMINING WALL PARAMETERS. ' 7 THE DESIGN HEIGHT DOES NOT REPRESENT THE ACTUAL HEIGHT OF THE WALL. - 4. FINAL GRADING OF SOIL AT FACE WALL SHALL L aw BE GRADED AWAY FROM SOUND WALL TOWARD ROADWAY. �w 5. THE TOP OF PILE CAP ELEVATION SHOWN IS A wN MAXIMUM ELEVATION FOR GROUND COVER REQUIREMENTS. _ _�— __ 6. REFER TO SHEET SW -19 FOR TYPICAL CROSS AeQ •AWT1° R i t information __ s SECTIONS OF SOUND WALL NO. 7. IN, GE PLANS T. LOCATIONS AND TERMS OF TEMPORARY CONSTRUCTION 0 EASEMENTS WILL BE PROVIDED BY THE CITY. 13 , 1 14 r--� R. REMOVE EXISTING PROPERTY FENCES WITHIN R/W I r'-�- LIMITS OF TEMPORARY CONSTRUCTION EASEMENT. z, AFTER COMPLETION OF THE SOUND WALL, RECONSTRUCT AND EXTEND EXISTING FENCES IN KIND TO NEW SOUND WALL. SEE SHEET SW -19 FOR - OPTION OF Exis+ _ FENCE (TO BE SEE NOTE 8), PROPERTY ADDITIONAL DETAILS. REMOVED) Typ s.u.n.. SOUND WALL PLAN SOUND WALL No.7 SW -15- W-75111. THIS PLAN ACCURATE FOR sauNO WALL WORK ONLY. 111. Name: D�ovn, WESTSIDE PARKWAY - PHASE 6C P6r 015,1 Anthony Cardoza 0 glneBr CITY OF BAKERSFIELD, CALIFORNIA T9WP6C JUstina Conklin Oat e: C'Keckep Oy: PUBLIC WORKS DEPARTMENT 09-28-2012 Kei+h Nelson ________._-------------------------------__-__._. _... __-___------------_ IL.S-"1/ L. LICV 1 DEVELOPED ELEVATION 1"=20'Hor7z 1"-5'Vert �o slaw s 203 344 s .' a"Ipavl�a ESSIMLL EX6 MFEP PLLXS IPPPOVdL OrtE repo retl for: CITY OF BAKERSFIELD 1501 TRU%TVN AVENUE BAKERSFIELD CALIFORNIA 93301 Preparetl by: TRC IDILL '00 Rocrc Roao _�AVXcm� sU1TE loo inuv.rmenewvml RANCHO COR ILL CA 95670 AS BUILT MNTRACT No. (� L TE 4 LqE A Com• `n� vl Fa x— Signature for final approval Ys -Built information NO fl 1 A T L 5296.08' 1 08°58'22" 415.54' 829.39' PLAN SOUND WALL PLAN =20' SOUND WALL No.7 SW -16 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. m Noma. D.a.o: P6r 016."1 Anthony Cardoza WESTSIDE PARKWAY - PHASE 6C ae Na.: Din= CITY OF BAKERSFIELD, CALIFORNIA T9WP6L Justin0 Conklin Date:ne=Xaa PUBLJC WORKS DEPARTMENT 09-28-2012 sKeitn Nelson ------------------------------------------------ ------125-178---- DATUM EICV = 345.00 I 19 ELEVATION 1-20'Nor iz I .=5' Vert SHEET i0i AL +:ew 204 SH344 5 CY C911kl�) os-ze-salz 15ifAEX P�EE55161 L EN6 @EEN PL PHS CPPgOVAL VR 1F r¢pa r'¢tl for: CITY OF BAKERSFIELD 1501 TRV%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P re poretl by: = TRC /■1� 10690 WHITE ROCK ROAD W� SDI TE 100 maamm a.. rnamm RANCHO COROOVA. CA 95670 AS BUILT CONTRACT NoV �— C.C.A. DATE J3 R.E. NAME M . fa ti /CJTC�i2f1 F R.E. Signature for final approval of As -Built information SW]" LOL � o - , R/W a —E t SW (TO BE REMOVED) PLAN SOUND WALL PLAN 1'=20' SOUND WALL No.7 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SW -17 ie rvoma: D.aP..: Pyr 01].plg Anthony CaraDm WESTSIDE PARKWAY - PHASE SC No.: gDt;D CITY OF BAKERSFIELD CALIFORNIA e T9WP8C Justina Conklin / ne=Rea eY: PUBLIC WORKS DEPARTMENT 09-28-2012 Keith Nelson __________________ ___ _________ ____________________________ 1Z.5 -1Z$ ---- ' PORTION OF Exist PROPERTY FENCE (TO 9E REMOVED), evirs lcn Oa1'e' Des=r" � ELEVATION 1-20'Nor iz I .=5' Vert SHEET i0i AL +:ew 204 SH344 5 CY C911kl�) os-ze-salz 15ifAEX P�EE55161 L EN6 @EEN PL PHS CPPgOVAL VR 1F r¢pa r'¢tl for: CITY OF BAKERSFIELD 1501 TRV%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P re poretl by: = TRC /■1� 10690 WHITE ROCK ROAD W� SDI TE 100 maamm a.. rnamm RANCHO COROOVA. CA 95670 AS BUILT CONTRACT NoV �— C.C.A. DATE J3 R.E. NAME M . fa ti /CJTC�i2f1 F R.E. Signature for final approval of As -Built information SW]" LOL � o - , R/W a —E t SW (TO BE REMOVED) PLAN SOUND WALL PLAN 1'=20' SOUND WALL No.7 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SW -17 ie rvoma: D.aP..: Pyr 01].plg Anthony CaraDm WESTSIDE PARKWAY - PHASE SC No.: gDt;D CITY OF BAKERSFIELD CALIFORNIA e T9WP8C Justina Conklin / ne=Rea eY: PUBLIC WORKS DEPARTMENT 09-28-2012 Keith Nelson __________________ ___ _________ ____________________________ 1Z.5 -1Z$ ---- ' ________________________________________________________________________________._____-__________________________________________ 176.-0" _ 72'- 3%" H=10 H=8' TOP OF 48'-0" SOUND WALL TYp Elev 367.00 Elev 365.00 w' Exp Jt, Typ W3TOP OF zI OG -FG \ Elev 357.33 PILE CAP D.. BOTTOM OF SEWER LINE y TYp 20PILE CAP 2 -0 (TO BE ABANDONED) _ TYO 0 16'-0" Max LiUH PILE SPACING CASE 1 (0=30") DATUM Elev = 345.00 23 24 25 ELEVATION 1"=20'Horiz 1"=5'Vert IN Tt �— LOCATECAaL U�ILI TIES LL `IN \il II wi VICINITY OF THE WALL PRIOR TO WALL CONSTRUCTION F �V�� ENI) SW ND 7 57.99' Lt C 23+51 62 �� 222.32' Rt A 156 77.55 j SW7 26+46.28 ..SW7" LOL ._.._.... t,...... AS BUILT CONTRACT No. �1 C.C.A. DATE — R.E. NAME Inl P. E. Signature for fi al approval of As -Built information .END Li I 1 XENU REMOVE SW ` �� T "SWT" 25+48.28 Exist SWJ { I _ f F *CO "srAsw°RE TO CLEAN PLAN 1 - SOUND WALL PLAN FOOTING AND CONSTRUCT SOUND WALL No.7 NEW WALL l'-20' ev�smn: Daae: Desc.1 +ton: THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SW -18 is Nome. D'o.n: P61018.p1 Anthony Cardoza WESTSIDE PARKWAY - PHASE 60 J" T9N" WPfiL J9utin.stm a Conklin A CITY OF BAKERSFIELD CALIFORNIA Da,e:09-28-2012 naKeith=ked NeleI son PUBLIC WORKS DEPARTMENT FSf6rv<9E->e$f9-a.a.do=a PON P,LL -> H!\124809 .SP.Ph 66.P6rgD,8.Ri9 12.5-178 SXEOET ioT. 5 R349 s� -END SW No. 7 x K,y3 w�vea-u rLLi�. TRANSITION BLOCKS ONsw BLOCSW DC>0 Irl oP-za-zmz ....... .....IM4L EWINfEP PLCNS dPPPW4L U1iE TO MATCH Exist SW repared FOr: —Exist SW CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE LII BAKERSFIELD CALIFORNIA 93301 Prep ... tl by: — A_MM� TRC A��:v/�� 10690 WRITE ROCK ROAD sU1TE 100 numa¢urnaav im, W...emmmn RANCHO CORDOVA. CA 95670 AS BUILT CONTRACT No. �1 C.C.A. DATE — R.E. NAME Inl P. E. Signature for fi al approval of As -Built information .END Li I 1 XENU REMOVE SW ` �� T "SWT" 25+48.28 Exist SWJ { I _ f F *CO "srAsw°RE TO CLEAN PLAN 1 - SOUND WALL PLAN FOOTING AND CONSTRUCT SOUND WALL No.7 NEW WALL l'-20' ev�smn: Daae: Desc.1 +ton: THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SW -18 is Nome. D'o.n: P61018.p1 Anthony Cardoza WESTSIDE PARKWAY - PHASE 60 J" T9N" WPfiL J9utin.stm a Conklin A CITY OF BAKERSFIELD CALIFORNIA Da,e:09-28-2012 naKeith=ked NeleI son PUBLIC WORKS DEPARTMENT FSf6rv<9E->e$f9-a.a.do=a PON P,LL -> H!\124809 .SP.Ph 66.P6rgD,8.Ri9 12.5-178 10+00.00 TO 25+48.28 "SWT" LOL—I ------------------------------------------------ I u VERTICAL MEMBERFi- I CUSSED APPROVED ASBUILT [CAL Exp ANCHOR —� ONTRACT No. 1 7T� �f�i CG C.— 00 ED — _ _ _ _ .C.A. DATE _ -��---- -. -- I� ---I R.E. NAME- Lam. ' ! Exist FENCE POST INSTALL NEW FENCE POST TO MATCH Exist R.E. 5i nature Or I app IF RECONSTRUCT 9 royal SECTION IS > 6"-0" of As -Built information NOTE: WOOD FENCE SHOWN, OTHER FENCE TYPES SIMILAR RECONSTRUCT FENCE DETAIL LEGEND: SOUND WALL s Ers TYPICAL CROSS SECTIONS +row 206 399 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SCALE: %1"=1•-0" SW -19 EUc Name: pr'A'tnthony x P6rOt9.p1 c� WESTS/DE PARKWAY - FNASE SC aN � � E g1OeBr CF'I�"'J os-zfi-zorz xosessim�n sxnxzsx oerE re pa red for: Jus+ina Conklin CITY OF BAKERSFIELD � 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P �ppa�etl by: w_=M A�\rv/�� TRC 10680 WNI TE ROCK R01p su1TE lOo -e..a .rsnr�.nn inervvi RANCHO CORDOVA. CA 95670 u VERTICAL MEMBERFi- I CUSSED APPROVED ASBUILT [CAL Exp ANCHOR —� ONTRACT No. 1 7T� �f�i CG C.— 00 ED — _ _ _ _ .C.A. DATE _ -��---- -. -- I� ---I R.E. NAME- Lam. ' ! Exist FENCE POST INSTALL NEW FENCE POST TO MATCH Exist R.E. 5i nature Or I app IF RECONSTRUCT 9 royal SECTION IS > 6"-0" of As -Built information NOTE: WOOD FENCE SHOWN, OTHER FENCE TYPES SIMILAR RECONSTRUCT FENCE DETAIL LEGEND: SOUND WALL I�s LIMITS OF REMOVAL TYPICAL CROSS SECTIONS SOUND WALL No.7 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SCALE: %1"=1•-0" SW -19 EUc Name: pr'A'tnthony P6rOt9.p1 n' Cardoza WESTS/DE PARKWAY - FNASE SC aN E g1OeBr CITY OF BAKERSFIELD CALIFORNIA T9WP6C Jus+ina Conklin � po.e: 09-28-2012 cWe iFea or: Keith Nelson PUBLIC WORKS DEPARTMENT --._. ______________________ ________________________ IL.O-1/0 10 ------------- �i BEGIN SW No.8 ` 100.35 RtC 23+52.85 \I 226.10 Rt A 158+42.9 -Y %{ 5W8' 10.00.00__ _ XCONTRACTOR TO CLEAN CUT Exist ON, REMOVE Exist SW FOOTING _ AND CONSTRUCT NEW WALL evis lon: ome: oes=�I +mn: USERNAME ->USER -11— DCx FILE _) x -------------- .pow zo7I Sx;aS Ox 19'7 o9-ze-zmz Isrzaz9 reoFzsslaxu ExcnaL. Fuxs aFVRovu onre repo retl £o r: CITY OF BGKERSFIELD 1501 TPU%TUN AVENUE BANERSFIELO CALIFORNIA 93301 Prepared by: A -CM TRC /"I�bV/�� 106.0 WRITE ROCK R.A. in.uww uym� SVITE 100 RANCHO COROOVA, CA 95670 SOUND WALL No. 8 QUANTITIES ITEM UNITS QUANTITY SOUND WALL (MASONRY BLOCK) SF 27,140 STRUCTURAL CONCRETE (SW) CY 250 16" CIUH CONCRETE PILING LF 3,150 REMOVE SOUND WALL LF 940 12:5-1-78---- ELEVATION 1"=20'Horiz 1-5' Vert GENERAL NOTES: �, 1 HALL VERIFY ALL GOR TROLLING FIELD DIMENSIONS BEFORE ORDERING FABRICATING ✓z �' "' "-- ANY MATERIAL. r(�j \ 2. WALL EXPANSION JOINT AT ALL ANGLE POINTS IN SOUND WALL PER STANDARD PLAN. _,--/�I��^ -„ 3 THE HEIGHTS SPECIFIED IN ELEVATION Z -_ -_ V Vp ., DESIGN FOR ,'— -, _ _voi USE INRE DETTERMIININGIGHTS WALL PARAMETERS. THE DESIGN HEIGHT DOES NOT REPRESENT _ ' THE ACTUAL HEIGHT OF THE WALL. 4 FINAL GRADING OF SOIL FACE WALL SHALL BE GRADED AWAY FROM SOUND WALL TOWARD OU L col ROADWAY. lature nal approvQ� - f l —`;/ \� f\� zw 5. THE TOP OF PILE CAP ELEVATION SHOWN 15 A MAXIMUM ELEVATION FOR GROUND COVER 3- it $formc"i on I J 'xU - / 7 ) �� REQUIREMENTS. 6. REFER TO SHEET SW -26 FOR TYPICAL CROSS - ----! a SECTIONS OF SOUND WALL NO. 8. 7. LOCATIONS AND TERMS OF TEMPORARY CONSTRUCTION _ - --------- '� EASEMENTS WILL RE PROVIDED BY THE CITY, S. REMOVE EXISTING PROPERTY FENCES WITHIN 12 N 81°37'02" E 13 1q ` -- J V1 1 ,...,,__ - �.,, - - .-__ LIMITS OF TEMPORARY CONSTRUCTION EASEMENT. r AFTER COMPLETION THE SOUND WALL, - i R/W--E„'L1 L 1 X RECONSTRUCT AND EXTEND EXISTING FENCES IN I KIND TO NEW SOUND WALL. SEE SHEET 5W-27 FOR Exist SW PORTION OF Exist PROPERTY END REMOVE SW ADDITIONAL DETAILS. " (TO BE REMOVED) FENCE (TO BE REMOVED) "SW8" 13+92.96 (SEE NOTE B), Typ PLAN SOUND WALL PLAN 1 =20 SOUND WALL NO.S SW -20 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. File Nome: Oro wn: P6rh02.p1 An+nany Cardoza WESTSIDE PARKWAY - PHASE BC 6 w.: CITY OF BAKERSFIELD, CALIFORNIA r5wv6c dos+ma conl<un — — Pme: cneonea BY: PUBLIC WORKS DEPARTMENT 09-28-2012 Keith Nelson 12:5-1-78---- DATUM EIeV = sst 208 5X399 s C k&O 09-RB-R01R 14CPEP .................. pLPNS dPPPOVdL PRE 07 ..pored for. CITY OF BAKERSFIELD 1501 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P.epared t'Y: ASMI TRC A��•vl�� 10660 WHITE ROCK ROAD SUITE 100 —______________________ I L.o-l/0----' 15 16 17 18 19 DEVELOPED ELEVATION 1"=20'Horiz 1-5' Vert AS BUIL 'A' LINE 6 \ CONTRACT No. Trq WP C � C.C.A. DATE_ 1 '" \7 R E NAME /?7 �� h/i a • �,,z-�- _ \ 3W R. E. Signatur f final approval -- _. -- of As -Built information E "SWB LOL N81 -°37'02'E16 - % 'i r-2' ,�.. ,.17 ;1 5 PORTION OF Exist PROPERTY FENCE R/W 4 W (TO BE REMOVED), TYP t Exist FENCE (TO BE REMOVED) t BECIN Motl PILE CAP BEGIN RW No. 166 END RW No. 166 "SW8" 17+50.00 END Mod PILE CAP BEGIN Mod PILE CAP 106,16'R+ A" 166+07.73 99,38'R+ "A" 167+24.31 "SW8" 17+70.00 "SW8" 18,90.00 PLAN SOUND WALL PLAN 1"=20' SOUND WALL No.8 SW -1 2 ;m Pev'slan: Pate: Daacr' +Ion: THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. FI Nome. .�. OAnthOny P6rh021.R1 Cardoza WESTSIDE PARKWAY - PHASE 6C oe No.: 91 a= CITY OF BAKERSFIELD CALIFORNIA / _ T9WP6C Justi n0 Conklin _ Pa.a:na=Xaa DY: 'Keith PUBLIC WORKS DEPARTMENT 09-28-2012 Nelson —______________________ I L.o-l/0----' ----------------------------------------------------------------------------------------------------------------- B 15- ,—Exp Jt, Typ OG=FG e ELEVATION 1"=20' Horiz =5' Vert H=12 TOP OF SOUND WALL - " "- TOP OF EIeV 358.00 — — PILE CAP T -T-7 FT7 BOTTOM OF PILE CAP szo9 Exp Jt 13i:� .yew 345 y - FG Jt BD -3 3=9. eX`` (,M�� as-ze-zoAz ISTEXEX PXOERSIWIIE EXL IXEEX PLAXS -Nae[- IIIE re pa red for: CITYDF BAKER5FIELD --Exp 15D1 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared by: TPC f 10600TE aOCN F.A. -wgen�mn TA 00 NTE 100 100 immnm rnxtuam: RANCHO CORDON A, C1 95610. 2'-O" 5 SPACES 6 B'-0" = 40,_0' DATUM EIeV = 345.00 19 20 ----------------------------------------------------------------------------------------------------------------- B 15- ,—Exp Jt, Typ OG=FG e ELEVATION 1"=20' Horiz =5' Vert H=12 TOP OF SOUND WALL - " "- TOP OF EIeV 358.00 — — PILE CAP T -T-7 FT7 BOTTOM OF PILE CAP AS BUILT TNo. ?9Gt/PfoG E i nature Mr f' I approval ilt information ,I� NL NLND�LN, PLAN SOUND WALL PLAN "=20' SOUND WALL No.8 SW -22 oescr' rlon: THIS PLAN ACCURATE FOR SOUND WALL WORN ONLY. File Name.. P6rb022R1g NAntownnony CaraazD WESTSIDE PARKWAY - PHASE 6C Job No.: Engl neer: T9WP6C Jub+mO Conklin CITY OF BAKERSFIELD, CALIFORNIA Dere: LLN=Kles Dy; PUBLIC WORKS DEPARTMENT 09-28-2012 Keith Nelson usvexeuE »usEX=o.arao=a ggry Eas => H:\124809 wsP wnese sgwsrngzz.nio -------------- ---------12-51Z8-----' szo9 ST Hs .yew 345 6'clxvu eX`` (,M�� as-ze-zoAz ISTEXEX PXOERSIWIIE EXL IXEEX PLAXS -Nae[- IIIE re pa red for: CITYDF BAKER5FIELD 15D1 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared by: TPC 10600TE aOCN F.A. -wgen�mn TA 00 NTE 100 100 immnm rnxtuam: RANCHO CORDON A, C1 95610. AS BUILT TNo. ?9Gt/PfoG E i nature Mr f' I approval ilt information ,I� NL NLND�LN, PLAN SOUND WALL PLAN "=20' SOUND WALL No.8 SW -22 oescr' rlon: THIS PLAN ACCURATE FOR SOUND WALL WORN ONLY. File Name.. P6rb022R1g NAntownnony CaraazD WESTSIDE PARKWAY - PHASE 6C Job No.: Engl neer: T9WP6C Jub+mO Conklin CITY OF BAKERSFIELD, CALIFORNIA Dere: LLN=Kles Dy; PUBLIC WORKS DEPARTMENT 09-28-2012 Keith Nelson usvexeuE »usEX=o.arao=a ggry Eas => H:\124809 wsP wnese sgwsrngzz.nio -------------- ---------12-51Z8-----' ---------------------------------------------------------------------_____-_---------------------------_________----_--__- —' DATUM Elev = 345.00 U (BY OTHERS) ELEVATION 1-20'Noriz 1"=5' Vert E. - SxEE15 ss: "A" LINE 210 394 1"=20 _ I I _ 1 zY -., .. .. _..._.....� SW -23 q3 CwI6V to LINK PLAN ACCURATE FOR souNo WALL woaK ONLY. :' ' L� "'^� "EHEp 0R,38-20:2 14'" .................. PLANS APPNSVAL DATE repareEl for: CITY OF BAKERSFIELD I Anthony Cardoza BAKE RSFIELD CALIFORNIA 93301 �f Prepared by: oervo.: _�.V/�1 C/TY OF BAKERSFIELDs CALIFORNIA � I Exist OIL LINES :R%e ww Te NocK aoa0 A. �imisssmrmiA""'"'®^m� SUITE 100 Taem. I I TO BE RELOCATED (BY OTHERS) 'KeKei+h«ea or: PUBLIC WORKS DEPARTMENT �x..,>Aeaz-wsaw�a.e scmz.rvo�n.e�a I I r n AS EE RE 4 RELOCATED POSITION / 'I OF OIL LINES I J \ ., -- ON p (BY OTHERS) -29- I 2 1 � — __ H/W 26 27 E%I6} $W ' (TO 8E REMOVED) 5 89°16'14" E 9 J"L / \ Ro�TcowOconr sf - aFr.1N Rcunvc CW Exist ELECTRICAL LINE AS BUILT CONTRACT No. 721 V PIP G C.C.A. DATE R.E. NAME 11Y. 6- N R. E. Signature or fjAal approSs val of As -Built information (TO BE REMOVED). Typ 'SW8' 24{91.74 (U UE HELUCAIED SW8" 24+45.74 BY OTHERS) SHEET SxEE15 ss: 210 394 1"=20 SOUND WALL No.8 zY ,XA` SW -23 q3 CwI6V to LINK PLAN ACCURATE FOR souNo WALL woaK ONLY. :' ' L� "'^� "EHEp 0R,38-20:2 14'" .................. PLANS APPNSVAL DATE repareEl for: CITY OF BAKERSFIELD 1501 THUXTUN AVENUE Anthony Cardoza BAKE RSFIELD CALIFORNIA 93301 Prepared by: oervo.: _�.V/�1 C/TY OF BAKERSFIELDs CALIFORNIA :R%e ww Te NocK aoa0 A. �imisssmrmiA""'"'®^m� SUITE 100 Taem. F:ANCXO COFOOVA. CA 95670 AS BUILT CONTRACT No. 721 V PIP G C.C.A. DATE R.E. NAME 11Y. 6- N R. E. Signature or fjAal approSs val of As -Built information (TO BE REMOVED). Typ 'SW8' 24{91.74 (U UE HELUCAIED SW8" 24+45.74 BY OTHERS) PLAN SOUND WALL PLAN 1"=20 SOUND WALL No.8 SW -23 LINK PLAN ACCURATE FOR souNo WALL woaK ONLY. to rvama: D.o.... P6rh023.p1 Anthony Cardoza WESTSIDE PARKWAY - PHASE 6C oervo.: 9ineer: Justina C/TY OF BAKERSFIELDs CALIFORNIA T9MP6C Conklin Dore: 09-2809-28-2,01?Nelson 'KeKei+h«ea or: PUBLIC WORKS DEPARTMENT �x..,>Aeaz-wsaw�a.e scmz.rvo�n.e�a --------- ____---------------12.5-1/8 ---- ----------------------------------------------------------------------------------------------------------------------------------------------------- I_ m 15'-0" Max 016;'0 Max CIDH PILE SPACING CASE 2 (0=30') CIDH PILE SPACING CASE 1 (4=30°) ATOM EICV = 345.00 29 30 31 32 ELEVATION 1" 20'Horiz 1"=5"Vert A" LINE L—� 8 9 80 CY \ a swe' LDL " ^— fes. .. 29 5 89°16"14' E 30 r -.... 31 r ,. _.__-. 32 Exist FENCE (TO BE REMOVED) I "- R/W PROPERTY FENCE END REMOVE SW (TO BE REMOVED), Typ "5W8" 28+32.02 5 $.1 i5xEETL pwrFss 211 3445 6Nry3 CISVI� IOJ 1J2i7M�nJ D9-ze- ISIFR➢ PPAIFSSIDN4 FXLIIZFP PLANS APPPJVALVGL DATE repo rea for: CITY OF BGKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Preparetl by: A_W_M TRC A1x660 NRITE ROCK ROAD AS BUILT CONTRACT No. 7 9 w /`,96- C.C.A. 6CC.C.A. DATE Ll--/ 3 ,W/S R.E. NAME 41 ,5Z. GIe /A. i rPtcnature fuilt information PLAN SOUND WALL PLAN I"=20' SW -24 SOUND WALL No.8 Bevis lon: ogre: oescA rlon: iH15 PLAN ACCURATE FOR SOUND WALL WORK ONLY. S W - Z 4 F le rveme. ora.n. P6rno24.o9 AntnonY Cardoza rda WESTSIDE PARKWAY - PHASE 6C o. a Conklin CITY OF BAKERSFIELD CALIFORNIA e T9WP6C Jus+inT 09-za-2012 Keith Nelson PUBLIC WORKS DEPARTMENT USENNAME >)IISEN=ocar�oza LEN FILE ->H:\124609 - WSP Wnase 6C\P6rp024A19 I -11 _._ 12 b-1 /29 --------------------------------------------------------- i DATUM Elev = 345.00 33 34 35 DEVELOPED ELEVATION 1'=20'Horiz 1"-5'vert a � }21z ..A.. LINE •"yR I � SWB 35+02.20 _�Aa3c l Ili VINm'. a. w✓' 2 / 3/ [ / �\'4 165 rsrzKvn vxmcssioxel Kxcix¢s HLwsDnwxove�s oeTc repareO for: CITY OF BAKERSEIELD f 1501 TRU%TUN AVENUE 6AKERSFIELD CALIFORNIA 933D1 Preppred by: w_MW� A��V/�� TR[ o' 10680 WHITE ROCK ROAD SOUND WALL No.8 Su1TE 100 Tmamimsmutm� FANCHO CORDOVA, CA 95670 SW -25 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. _ l END SW No..8 "2 ie Name: ' 1 D�owv f 101.67' 183+36.19 P6r6025.p1 T �>>'l)✓`.. 10 -2"SW8"+02.20 - - a 9ne,n, Ju in0 Conklin CITY OF BAKERSFIELD, CALIFORNIA ,.Sw8" T9WP8C st LOL - a.e 04-28-2012 33 naKeaithxea Neo lson ` 34'14 E 35 { / \'ice? Exist FENCEI ,Tn Rr Drunvrm BEGIN REMOVE SW "SWB" 33+57.67 G AS BUILT CONTRACT No. %-9 /,r)PZL G C.C.A. DATE �/ / -3 R.E. NAME /yl. 1C - R.E. Signature f r i approval of As -Built information }21z 53445 i •"yR R/W I � SWB 35+02.20 _�Aa3c J Ili VINm'. a. w✓' /_........) v� ... rsrzKvn vxmcssioxel Kxcix¢s HLwsDnwxove�s oeTc repareO for: CITY OF BAKERSEIELD f 1501 TRU%TUN AVENUE 6AKERSFIELD CALIFORNIA 933D1 Preppred by: w_MW� A��V/�� TR[ o' 10680 WHITE ROCK ROAD SOUND WALL No.8 Su1TE 100 Tmamimsmutm� FANCHO CORDOVA, CA 95670 AS BUILT CONTRACT No. %-9 /,r)PZL G C.C.A. DATE �/ / -3 R.E. NAME /yl. 1C - R.E. Signature f r i approval of As -Built information ENO REMOVE SW i I, ( R/W I � SWB 35+02.20 / J Ili PORTION OF NCE PROPERTY FENCE j (TO BE REMOVED), TYP f PLAN SOUND WALL PLAN o' SOUND WALL No.8 SW -25 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. ie Name: D�owv P6r6025.p1 Anthony COrdo2o WESTSIDE PARKWAY - PHASE 60 - - a 9ne,n, Ju in0 Conklin CITY OF BAKERSFIELD, CALIFORNIA T9WP8C st - a.e 04-28-2012 naKeaithxea Neo lson PUBLIC WORKS DEPARTMENT "SNB" L0 R/W Temv c: 10+00 TO 10+91.73, 13+92.96 TO 17+50.00, 19+42 TO 23+00.30 24+45.74 TO 24+91.74 & 28+32.02 TO 33+57.67 NCE EMOVEDI OG -FG —----------------------------------- ------------------------------------------------------- 10+91.73 TO 13+92.96, 23+00.30 TO 24+45.74, 24+91.74 TO 28+32.02 & 33+57.67 TO 35+02.20 (",[,�, �s. ..uama)`off. (;•,k,G:.J �9.]X.zo„ ISTEIIEY PXCiESS10XlL FX6IXFEX 4N5 111-11LUE epp red For: CITY OF BAKERSFIELD 1501 TRU%TON AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared by: f6i=CM TRC ��[T066o TE POCK a0A0 :v A.pymn SHITE 00 vnmmo[sfmno, RI.. ANCXO COROOVA. CA 95610 [-] (TO DE REMOVED) El TOP OF Fgbignature S BUILT PILE CAP � � OG -FG . Z9 / / f��'!—/� 20/SG � /,;; ���MODIFIED CAPOM OF PILE CAP SEE MODIFIED Lj PILE CAP DETAIL re r i I approval17+50 TO 17+70 &18+90 TO 19+42 formation SOUND WALL NOTE: LEGEND: TYPICAL CROSS SECTIONS 1, FOR MODIFIED PILE CAP =l LIMITS OF REMOVAL SOUND WALL No.8 DETAIL, SEE SW -27 SHEET, THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SCALE. f"=1'-0" SW -26 la Nona. P6rhO26.p)g Anthony Cardoza WESTSIDE PARKWAY - PHASE 6C T9WP6C Justin. "0lneere a Conklin CITY OF BAKERSFIELD CALIFORNIA Da.a: [,a=xed e>: PUBLIC WORKS DEPARTMENT 09-28-2012 Keith Nelson 19 5-178 ------------------------------------------- ---_..----------------------------- -------------------------------- ---------------- 1 1 815-3 x 0 0 N O x 2" Cir SP .AR AI# TAIL u4 Pq 815-5 L1 tt4 (Tot 141 SP � 15-3 815-5 v Max 5 = 8'-0" 1 -C 8 To+ 7 L = 16'-0" MODIFIED PILE CAP DETAIL "SWB" LOLL El VERTICAL MEMBER NCINEEAPPROVED 1C AL Ex RD ANCHOR II OG=FG--� Exist FENCE POST IN TALL NEW FENCE POST TO MATCH Exist IF RECONSTRUCT SECTION IS > G'-0" NOTE: WOOD FENCE SHOWN, OTHER FENCE TYPES SIMILAR RECONSTRUCT FENCE DETAIL 11 Al ppursss:oW 214 sN399 s 6Nn�P. \ ..."' IS1fPfp PPCfES51M4 Fg41NEEP LLNS 1PPPOV<t OL2 eparetl Far: CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P�epp�etl by: TFC �•v/�� 10680 WHITE ROCK ROAD SDITE 1C. AS BUILT CONTRACT No. %9jd C C.C.A. DATE — -3 R.E. NAME R.E. 5iqnat6refi(rf6a1 approval of AS -Built information SOUND WALL TYPICAL CROSS SECTIONS SOUND WALL No.8 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SCALE: %"=1-0" SW -27 �Fl:e Nome: oro.n� , 61hO27.p?g Anthony Cardoza WESIESIDE PARKWAY - PHASE SC Lng,", : CITY OF BAKERSFIELD CALIFORNIA e T9WP6C Jus #ina Conklin / Dere:themed ov: 09-28-2012 Keltt Nelson PUBLIC WORKS DEPARTMENT ._ - ___.... ___-_ _ IG.J-1/ ---------------------- --------------------- ------------------------------------------------------------------------- ��I�' i1, Ilius 11�® SOUND WALL CAP BLOCK "A" BLOCK "B" BLOCK "C" BLOCK "D" PRECISION FACE CAP SPLIT FACE 4 SCORE BOTH SIDES PRECISION FACE BOTH SIDES SPLIT FACE BOTH SIDES 10'.4'x16" NOMINAL SIZE a"x8"xl 6" NOMINAL SIZE B"XB"x16" NOMINAL SIZE 8"x8"x16" NOMINAL SIZE AESTHETICS ELEVATION LEGEND: 0 BLOCK "A" COLOR - PER SPECS. BLOCK"5" CBLOB - PER SPECS. O BLOCK "C' COLOR - PER SPECS. i BLOCK "O" COLOR - PER SPECS. SHEET TOTOL avow IET 215 5X344 5 6%o�f r IST1 "' l.MIILLM1-1 09 -EB -2O12 EXE� PICT FS5IMLL FH4IXFFP PLLXS PPPPOV>L DATE repp retl far: CITY OF EIAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P.epored by: TRC 1O6e0100 TE ROCK ROAD .InaW yM RANCILIFTOo Tafmim FSOan im: RANCXO COROOVP, CA 956 70 A BUILT CONTRACT No.9W �� C C.C.A. DATE 1-13-201 R.E. NAMF)O_S,_a,4- �crj — R.E. Signature f approval of As -Built information ILS 98"-O" MAX ,1 ON NO SCALE NOTES: 1. FOR VARIABLE DIMENSIONS, SEE WALL LAYOUT SHEETS 2. ALL JOINTS SHALL BE FLUSH. L=— - 3. INTERMEDIARY EXPANSION JOINTS SHALL OCCUR BETWEEN r FG ADJACENT AESTHETIC MODULES. L 4. "SMOOTH" FACE COLUMNS TO BE PLACED AT THE EXPANSION JOINTS SPACED 484. THE SPACING IS INDEPENDENT OF THE PILE CAP STEPS AND TOP OF WALL STEPS. SOUND WALL DETAILS AESTHETIC FEATURES THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. NO SCALE SW -2 P'Ie Name. D.oW�: P6,028.,Ig AnttlUny Carao�a WESTSIDE PARKWAY - PHASE 6C job NEngineer: T9WP6C Jus+tnD cDNk1tD CITY OF BAKERSF/EL D, CALIFORNIA D.I.:neonea ev: o5 -2B-2072 'F7 th Nelson PUBLIC WORKS DEPARTMENT DATUM Elev = 345.00 1 110 11 30' �(O NT W1 PER SURVEY DETAIL ON SHEET SW -28E ACCESS GINSWN-09EASEMENT W910'00.00 -91 NO SOUTH OF POINTUI) TRENCH FOOTING CASE 1 (d 35e) 12 13 DEVELOPED ELEVATION 1"=20" Hertz =5" Vert �Exist OH TELEPHONE (AT&T) PPOTr PT Im PI Gfr 14 FE Kist 21 KV ON ELECTRIC (PG&E ON TELEPHONE (AT&T) PROTECT IN PLACE SF A �1 STRUCTRAL CONCRETE (SWI CY 191 III 7��YI.T.T.Sz�_ _ ��1 [moi [TTnPTI— F A 'I 12 13 DEVELOPED ELEVATION 1"=20" Hertz =5" Vert �Exist OH TELEPHONE (AT&T) PPOTr PT Im PI Gfr 14 FE Kist 21 KV ON ELECTRIC (PG&E ON TELEPHONE (AT&T) PROTECT IN PLACE 21551 3" ryo nAN EL 57 Ase o T3WT //�\\rye/�/*/nfx�sl[xInFX n PE GI SIfPEO PPO![SS IOXP 41XFFP PL RNS 1PPFOVPL NAh Prepo re0 for: CITY OF BAKER5FIELO 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 ANOM SOUND WALL No. 9 QUANTITIES SOUND WALL (MASONRY BLOCK) SF 9,449 STRUCTRAL CONCRETE (SWI CY 191 REMOVE FENCE LF 1,320 12_r x--(04 9-16'43"E SW9" LOL Exist FENCE TO BE REMOVED _ - - Exist 2" PIPES. GAS, OIL, uQh/�WATER AND 2 SPARES -- — - ----_ — (MATRIX OIL( PROTECT IN PLACE — % illII /% 21551 3" ryo nAN EL 57 Ase o T3WT //�\\rye/�/*/nfx�sl[xInFX n PE GI SIfPEO PPO![SS IOXP 41XFFP PL RNS 1PPFOVPL NAh Prepo re0 for: CITY OF BAKER5FIELO 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 ANOM SOUND WALL No. 9 QUANTITIES SOUND WALL (MASONRY BLOCK) SF 9,449 STRUCTRAL CONCRETE (SWI CY 191 REMOVE FENCE LF 1,320 GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 2. WALL EXPANSION JOINT AT ALL ANGLE POINTS IN SOUND WALL PER STANDARD PLAN. 3. THE HEIGHTS SPECIFIED IN ELEVATION VIEW ARE DESIGN HEIGHTS FOR CONTRACTORS USE IN DETERMINING WALL PARAMETERS. THE DESIGN HEIGHT DOES NOT REPRESENT THE ACTUAL HEIGHT OF THE WALL. A. THE FINAL GRADING OF SOIL AT FACE OF WALL SHALL BE GRADED AWAY FROM SOUND WALL TOWARD ROADWAY. 5. REFER TO SHEET SW -28D FOR TYPICAL CROSS SECTIONS OF SOUND WALL NO.9 6. LOCATIONS AND TERMS OF TEMPORARY CONSTRUCTION EASEMENT WILL BE PROVIDED BY THE CITY. T. REMOVE EXISTING PROPERTY FENCES WITHIN LIMITS OF TEMPORARY CONSTRUCTION EASEMENT WHERE SHOWN ON PLANS. AFTER COMPLETION OF THE SOUND WALL, RECONSTRUCT AND EXTEND EXISTING FENCES IN KIND TO NEW SOUND WALL. SEE SHEET SW -280 FOR ADDITIONAL DETAILS. S. MAINTAIN A MINIMUM 10' RADIAL CLEARANCE FROM ALL OVERHEAD ELECTRICAL LINES AND `"A" LINE ' 4 I TRANSFORMERS. PLAN SOUND WALL PLAN 1"=20' SOUND WALL No.9 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SW -28A P6'ZO28O.pia D. CHILARDUCCI WESTSIDE PARKWAY - PHASE BC Joe No.: Engineer: T9WP6C D.ca)NOUIST CITY OF BAKERSFIELD, CALIFORNIA t 12/18/13 SHEET ADDED WITH REVISION x2 n�-6912812012 eAfl-BUI er PUBLIC WORKS DEPARTMENT 14.0-110 is 16 17 DEVELOPED ELEVATION 1"=20'Hori2 "=5'Ver+ 18 O O mU aw U, N U,3 N 0' 3 F- V W = _W W Z N J W 2 � a 19 OH TELEPHONE (AT&T) � PROTECT IN PLACE "SW9" LOL c` _ ' R/W- ._ - O�7 589_ -tea. 1 6'93"E � \ - - EA.t FENCE - \ TO BE REMOVED J /L - — - "A" LINE 8 9 �r C.C.A. sxE Ei , NO. SNEE iS 21552 730T7 O'er 12 -IB -2013 XE41SrtPC0 PPNf ESSIONR WEEN PLPNS PPPPOVPL OL IE Pr¢pared for: CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P ra pa redbb, % A—E—COM bMw fA wn r_" _- )Ignature foe fNJ approval As -Built information PLAN SOUND WALL PLAN 1"=20' SOUND WALL No.9 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SW -28B W - ^Gv p B A V16Im: ..1-..1- ... " ila n: O F le Nome:D.ewol P6rz0280.p1g. 0. GH IL ARDUCCI WE5TSlDE PARKWAY -PHASE BC _ dob Nod En Blneera N ". _. T9WPbC D. ceoNDmsT CITY OF BAKERSFIELD, CALIFORNIA 1 12/18/13 SHEET ADDED WITH REVISION -2-- -- DO'e' `A. 0'01 °yf PUBLIC WORKS DEPARTMENT 09/20/2012 A. BUI usERu�uE=ruses•amaru"vela m.PaE _> s:.owu xo.rlevsen.00l2�s„uim�zsasezzne.00.na n;"eer�Psaozae.m° 19 5-17R 12.5-178 r—c C<D- S CE o N. SHEETS 388'-9" MEASURED ALONG "SW9" 1P1 B15-2 5 BIS-4zasynaas J�ArPN1EL 5. a*„ 138,_9•• H=6 H=6' `Anp1,2/nn crvn O 4B,481-0"H=6 T �x O o' TOP OF SOUND WALL Elev 365.50 TyP Elev 366.00 Elev 366.50 m N F pE415i(XEO PPf6E551 W1 LIXF£fl PIERS LPPPO dLrDRE TOP OF Elev 359.5° Elev 360.00 EKP Uf' TyP _ Elev 360.50 Prepared for: F-3 FOOTING rOGiG CITY OF BAKEFSPIELD w o wa _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ------ 160D TRUXTUN AVENUE >= w V Z BAKERSFIELD CALIFORNIA 93301 w J w Prep¢r¢d by: 2 BOTTOM OF FOOTING /'10- w- u P a uxwnu TRENCH FOOTING CASE 1 (0 35") DATUM EleV = 345.00 20 21 22 DEVELOPED ELEVATION 1"=20'Horiz "=5' Vert POINT x2 PER SURVEY DETAIL ON SHEET SW-28E END OF SW No.9 "SW9" 22.88.77 (0'-10" SOUTH OF POINT 42) SII Ra "SW9" L — - - S89_e 16 43 E •; ., AS BUILT R\ 20 -G>�% `21 2 CONTRACT T`I W�� C' `Exist FENCE - -, C.C.A. DATE m TO BE REMOVED R.E. NAME a � sA Rs--.. w= N Z Signature f al approval of AS-Built information U a g 180 "A" LINE 1 2 - '- 3 q PLAN -20 SOUND WALL PLAN S O U N D WALL N o .9 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY, SW-28C Dox: Descrillon: F le Nome. P6rzO28s.p1 D111"-' D. GHILARDUCCI WE$TS/DE PARKWAY - PHASE BC aoD No,: Ena weer: o. ceoNomsT CITY OF BAKERSF/EL D, CALIFORNIA __ r9wPfic 12/10/13 SHEET ADDED WITH REVISION c2 - Doer 09/28/2012 cnecnea ey: A. BUI PUBLIC WORKS DEPARTMENT 12.5-178 Exist FENCE POST INSTALL NEW F POST TO MATCI R/W� ..___... _. RECONSTRUCT FENCE DETAIL NO SCALE M .Is", LOL R/W� 10" Tersp Const Ease 21559 ]9 « ; T30TT y12/31 /1 CIVIL 3e Lei11� PE41SifflEO PPN ESSICNI LINEEfl PL AMS APPgpVPL BATE P reparatl for: CITY OF BAKERSFIELD 1600 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93101 P reparetlAA b --y: /�'1- DIM 1. ON ELECTRIC AND ON TELEPHONE CROSS WALL AT EAST END. 2. MAINTAIN 10' RADIAL CLEARANCE FROM OVERLIE ELECTRICAL LINES AND T OG -FG -IJ =7fit------_--- — �OTTOM OF FOOTING 10+00 TO 18+751 NO SCALE THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. T9WP6C I D. CRONOUIST 00!0\00 `Exist 2" OIL WATER, AND GAS (5 TOTAL) (MATRIX OIL) PROTECT IN PLACE AD A UILT CONTRACT No. /O C.C.A. DATE -Z 3 -Zlj R.E. NAME_ r P. E. Signature f fi approval Ff3Sl§-Built information SOUND WALL TYPICAL CROSS SECTIONS SOUND WALL No.9 SW -28D WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT WEST I/4 CORNER OF SECTION 35, T295, R26E FOUND BRASS CAP & LS 4335 TAG JOHNSON ROAD S 89°15'55" E 2639.23' 1319.61' --- 1319.61' -- I^ 30'ACCESS EASEMENT II I v I I � � I I POINT #1 I II 1318.74' II 1318.74' 5 B9°16'43" E 2637.47 SOUTH LINE OF THE N %2 OF THE N %2 OF THE SW I/A OF SECTION 35, T29S, R26E i- ry I I 5TOCKDALE HIGHWAY `-SOUTHWEST CORNER OF SECTION 35, T29S R26E FOUND KERN COUNTY SURVEYOR'S MONUMENT IN LAMPHOLE SURVEY DETAIL SCALE: 1" = 200' COINT tt2 I I I �1 `-SOUTH IIA CORNER OF SECTION 35, T29S R26E FOUND KERN COON 1•Y SURVEYOR'S MONUMENT IN LAMPHOLE THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. D. GHILARDUCCI T9WP6C I D. CRONOUIST SHEET ADDED WITH REVISION u2 �A�eANIEL 5, m T 730 TT 'pr'L a/N31 /12 ny crvu 12-1 o-zou flEN4EPEX PPOfL5510NR 41XE P PLAXS APPPOVAL OATS Prc par¢C for: CITY OF BAKERSFIELD 16DD TPU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P,Pard by: A_COM AS BUIL CONTRACT No. 1—/, — C.C.A. DATE_ �f /�3— R.E. Signature r I a -approval of As -Built information SOUND WALL SURVEY DETAIL SOUND WALL No.9 SW -28E WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT HMSI E� I I I I I I I� 407' -BY," MEASURED Al ONG "SW10" ------------------------------------------------ SF 556 SOUND WALL (MASONRY BLOCK ON BARRIER) SF CCO No. 016 - Sheet 8 of 14 LF 873 CONCRETE BARRIER (TYPE 7365) SXE Ei SUEEiS 1,053 STRUCTURAL CONCRETE (SOUND WALL) CY 56 /pN�s 21566 ]N9 VANI ORDERING OR FABRICATING ANY MATERIAL. - Zrn pWN EL 5. t, m 73077 f 4'd2/31 /19 9 o ¢m ucclsrExso vspFEssann In EEA Daus-1— oaTE II I — N - Prepa retl for: � N N V, CONTRACTORS USE IN DETERMINING WALL - 3 O CITY OF BAKERSFIELD 1600 TRUZTUry AVENUE I I PARAMETERS. THE DESIGN HEIGHT DOES W BAKERSFIELD CALIFORNIA 93301 NOT REPRESENT THE ACTUAL HEIGHT OF Praparadww U'M: = W THE WALL. + 4, REFER TO SHEET SW -281 FOR TYPICAL - -- O —W LU 5. FINISH GRADE ELEVATION SOUTH SIDE OF 42- 2 O S WALL SHALL MATCH EDGE OF SHOULDER ELEVATION. I oAj U 17/30/14( SHEET ADDED USERNAME =)usE6=s.a/I csm JUN FILE O / m1fp. SOUND WALL No. 10 01IANTITIES SOUND WALL (MASONRY BLOCK) SF 556 SOUND WALL (MASONRY BLOCK ON BARRIER) SF 5,620 I6" LULI CONCRETE PILING LF 873 CONCRETE BARRIER (TYPE 7365) LF 1,053 STRUCTURAL CONCRETE (SOUND WALL) CY S.O T n GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL -- m CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. - Zrn 2. WALL EXPANSION JOINT AT ALL ANGLE m POINTS IN SOUND WALL PER STANDARD f PLAN. o 3. THE HEIGHTS SPECIFIED IN ELEVATION N - VIEW ARE DESIGN HEIGHTS FOR V, CONTRACTORS USE IN DETERMINING WALL IV -a PARAMETERS. THE DESIGN HEIGHT DOES m D NOT REPRESENT THE ACTUAL HEIGHT OF n THE WALL. + 4, REFER TO SHEET SW -281 FOR TYPICAL - -- O CROSS SECTIONS OF SOUND WALL No.10 — - - - - -- - - _ -- 5. FINISH GRADE ELEVATION SOUTH SIDE OF 42- S WALL SHALL MATCH EDGE OF SHOULDER ELEVATION. R=4026.00 =448.3431' T=448.34 T SLOPE TO POND ACCESS ROAD AT 10% MAX. L=892.99 SOUND WALL PLAN SOUND WALL No.10 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SW -28F • le rv—e: P6rzO28E`.plg 01—: D. CH)LARDUCCI WEST$/DE PARKWAY - PRASE SC ee D.1 ONQUIST CITY OF BAKERSFIELD, CALIFORNIA T9WP6C ome0:9/28/2012 L PUBLIC WORKS DEPARTMENT J. SUN uq 12.5-178 CCO No. 016 - Sheet 10 of 14 FF,sNTAL NAA.s 298'-0" MEASURED ALONG "SW10" BR SP6 B15 -i BIS -8 Date: I. I USERNAME ->LAER-1V 19 20 DEVELOPED ELEVATION 1"=20'Horiz I"=5'Vert O AN1EL s. _ P NDu sT I I O w. 7307] I LI CI VI <m 12 -IB -2013 FEGISTEPEB PPGFESSIONI 41NEEP PL1N5 1PPPOVLL P4F F N N I BARRIER END SW N0.10 - 3 CITY OF BAKERSFIELD O � 1600 TRU%TUN AVENUE 3� 4 TOP OF SOUNDWALL P rB pO rzd by: = momm 96'-0" w� Z W TYP J TOP OF CONCRETE BARRIER x 19 v FG Exp J+, TYP R=4026.00 l 2'4 -A48. T T=448.34 34 +64 364.55 +50 +60 +50 +56 364.21 364.17 363.82 363.80 +00 364.68 +25 364.71 +50 +75 +00 +25 +75 +00 +25 364.61 364.51 364.41 364.31 364.11 364.02 3fi 3.92 +75 +97 363.7 363.6 nTrnl3'-0" 3'-O" TYP TYP 3Typ BOTTOM OF CONCRETE BARRIER CIDH PILE SPACING CASE 1 (0=30°) DATUM EIeV = 345.00 Date: I. I USERNAME ->LAER-1V 19 20 DEVELOPED ELEVATION 1"=20'Horiz I"=5'Vert O AN1EL s. _ P NDu sT I I O w. 7307] I LI CI VI <m 12 -IB -2013 FEGISTEPEB PPGFESSIONI 41NEEP PL1N5 1PPPOVLL P4F F N N I BARRIER Pre pa rea +p r. - 3 CITY OF BAKERSFIELD O � 1600 TRU%TUN AVENUE 3� 4 BAKERSFIELD CALIFORNIA 93301 P rB pO rzd by: = momm S w� Z W J IW x 19 v R=4026.00 l 2'4 -A48. T T=448.34 34 L=092.99 ILF =) \Wsom1"001\+r, Lpcodp,ol cis\40023955_WSP_7 CONTRACT NoAS BLII .:Z C.C.A.uATE I/-/5_�_ R.E. Signature for in approval v* 3 of As -Built information ' I I I I I .00 " 1 "A" 156 EC 96 V 10" 19+22.58 EC I N 77°20'00" E "SW10" LOL 69.00'1+ "A" 194+16.96 END SW No.10 "SW10" 20+97.58 PLA' SOUND WALL PLAN SOUND WALL No.10 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SW -28H Ie Name: Brb.b: WESTS/DE PARKWAY - PHASE SC P P8rz028h.plg D. GHILARDUCCI Jo0 No.: Engineer PAC D. UNQUIET CITY OF BAKERSFIELD, CALIFORNIA C M1acked b Ba+e. J. SUA r. PUBLIC WORKS DEPARTMENT e 09/28/2012 \P6 rz02 Rplg --------- -----129ZB------------------------------ -----L AN1EL s. _ P NDu sT I I w. 7307] I CI VI 12 -IB -2013 FEGISTEPEB PPGFESSIONI 41NEEP PL1N5 1PPPOVLL P4F TIE TO CONCRETE BARRIER Pre pa rea +p r. CITY OF BAKERSFIELD 1600 TRU%TUN AVENUE 4 BAKERSFIELD CALIFORNIA 93301 P rB pO rzd by: I momm CONTRACT NoAS BLII .:Z C.C.A.uATE I/-/5_�_ R.E. Signature for in approval v* 3 of As -Built information ' I I I I I .00 " 1 "A" 156 EC 96 V 10" 19+22.58 EC I N 77°20'00" E "SW10" LOL 69.00'1+ "A" 194+16.96 END SW No.10 "SW10" 20+97.58 PLA' SOUND WALL PLAN SOUND WALL No.10 THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. SW -28H Ie Name: Brb.b: WESTS/DE PARKWAY - PHASE SC P P8rz028h.plg D. GHILARDUCCI Jo0 No.: Engineer PAC D. UNQUIET CITY OF BAKERSFIELD, CALIFORNIA C M1acked b Ba+e. J. SUA r. PUBLIC WORKS DEPARTMENT e 09/28/2012 \P6 rz02 Rplg --------- -----129ZB------------------------------ -----L I 4 - ama Dea n I I I - 1 7/30/14 SHEET ADDED ViPNeME =IDSEAseo Fl asm VIN FILE _> \Wso.11f PW1M -------------------------------- 'SW10" ------------------------------------------------------------------ CCO No. 016 - Sheet 11 of 14 EEs= I 21559 ]94 Noe>NIEL S,t "s I MPC ONOU ST 0 73077N Ape wlv l/19 yP NF—' x >u<a-2— IrcclsFExEg aaglssslaxn mEExsA-- o.re I P—po—d for: CITY OF BAKERSFIELD I 1600 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 LOL I P re paretl by: I VARIES I 9+92.96 To 10+44.98 C ONTRACT No. `�/d/f'y '^' 4.98 TO NO SCALE , L /O _ 7i3Z� NO SCALE ATE J,� E III6 Lure f fi I approvalBuilt information THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. Eiie Noma: orovn: P6Cz028i.0/ B. CHILAROUCCI Jo0 0.: Engineer: T9WP6C D. CRONOUIST Da*e: "a "Ser: 09/28/2012 "JSUR ..6VVEPIII.11V14,ca]4-i I :I,SNeel,s—d— :I,\E6-028'.p 19 58 SOUND WALL TYPICAL CROSS SECTIONS SOUND WALL No.10 SW -281 WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 12.5-178 ----LI u❑ � /--R/W 'Y/ RSP I CONCRETE BARRIER 8 TYPE 7365 I FG ES —0/m.- 1 BOTTOM OF CONCRETE BARRIER 9+92.96 To 10+44.98 C ONTRACT No. `�/d/f'y '^' 4.98 TO NO SCALE , L /O _ 7i3Z� NO SCALE ATE J,� E III6 Lure f fi I approvalBuilt information THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. Eiie Noma: orovn: P6Cz028i.0/ B. CHILAROUCCI Jo0 0.: Engineer: T9WP6C D. CRONOUIST Da*e: "a "Ser: 09/28/2012 "JSUR ..6VVEPIII.11V14,ca]4-i I :I,SNeel,s—d— :I,\E6-028'.p 19 58 SOUND WALL TYPICAL CROSS SECTIONS SOUND WALL No.10 SW -281 WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 12.5-178 ----LI I I I i I - I L Qj T{30/14 SHEET ADDED DSE gN1ME >05EF=cep \I eem OGN HLE ------------------------ 400'-0" MEASURED AL H=8'-4" Exp Jt, Typ RS SP B15-6 B15-] B15-8 TOP OF SOUNDWALL STOP OF CONCRETE BARRIER BOTTOM OF CONCRETE BARRIER CIDH PILE SPACING CASE 1 (0=30% 345.00 i 1 15 16 DEVELOPED ELEVATION 1"=20' Horiz =5' Vert TYp ----------------------------- -i CCO No. 016 - Sheet 9 of 14 sHEEi sxEi+s I I 2155] 3<0 I °vN eANIEL S.PP LRONDU Si x ]30]] e9 I sA oa 2/31/l4 Rn I p Clvl xn� o fae I o II Ce 1z-zom CE +6] Q PE419dFP F—D Pg0FE921DXf 41NEFR PLANS ePp gDV4L D1iE 364.59 NN Prepared for: I +50 CITY Or BAKERSPIELD 364.55 364.62 BATRu UN AVENUEENUE � W BIKERERSFIELT[1 CALIFORNIA 4])01 - Z Prepared by: W U1 w—yy^., #OO J W /r' ECaM 364.68 � I r I a I � I II I I I I I 18 I =2D THIS PLAN ACCURATE FOR SOUND WALL WORK ONLY. rue None: .1...: -- --- D. OHILARDUCCI Job NorZVCO �N. En9ineer. T9WP6C D. CRONOUIST ..1.1 0912812012 �J �SUK er .aiLp\W W�aj ecce\6D 02395 iW5P—DRP\wtltl\c lull \S Neei 6ou npuplls \P6202 Rgplg AS BUILT CONTRACT No. 7 9 Gtlplo (--- C.C.A.DATE 11-13-2-01A5— R.E. 1-/3-2-0/5R.E. NA/MMEEE)jj /.�R� • aid P. E. Signature or 6Wal approval of As -Built information SOUND WALL PLAN SOUND WALL No.10 SW -28G WESTS/DE PARKWAY - PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT j I ------------------------------------ ------ 12.5-178----' GENERAL NOTES: PROJECT NOTES: (FOR SHEETS E-2 TO E-22) 1, FURNISH AND INSTALL TYPE III -BF AND I11 -CF SERVICE A EQUIPMENT CABINET AND FOUNDATION PER CALTRANS STANDARD PLANS, ES -2C, 1� RC EXISTING LIGHTS AND ASSOCIATED PULL BOXES, POLES AND ES -2E, AND ES -2F. FOUNDATIONS. 2. PRIOR TO COMMENCING TRENCHING, CONTRACTOR SHALL REVIEW EXISTING 2. PROVIDE EXPANSION JOINT AT STRUCTURE JOINT, HINGE OR ABUTMENT UNDERGROUND UTILITIES. ALL EXISTING UNDERGROUND UTILITIES ARE PER DETAIL "X" SHEET ES -96. APPROXIMATE LOCATION ONLY. CONTRACTOR SHALL POTHOLE FOR ALL SUB -SURFACE INSTALLATIONS WITHIN 5 FEET FROM CENTER OF PROPOSED PG&E CONDUITS TRENCH TO DETERMINE THEIR EXACT LOCATIONS AND ELEVATIONS. ❑3 DISCONNECT INCOMING UTILITY SERVICE PRIOR TO REMOVAL OF ANY ATTENTION OF THE SHALL BEHALERTTHE SERVICE INCLUDING FOUNDATION, UNLESS OTHERWISE NOTED. AT (811) 48 HOURS PRIORG:NEER. CONTACT UNDERGROUND SERVICELICT WITHNi COORDINATTEE UTILITY SERVICE PLANNER FOR PROPER POWER TO CONSTRUCTION. SHUT DOWN PROCEDURE AND REMOVAL OF SERVICE. 3, ALL NEW PULL BOXES SHALL BE 45 UNLESS NOTED OTHERWISE.O O CONTRACTOR SHALL PROVIDE INCOMING SERVICE CONDUITS AND PULL BOXES IN ELECTROLIER NUMBER COMPLIANCE WITH THE UTILITY SERVICE COMPANY (PG&E) REQUIREMENTS. 4. CONDUIT RUNS ARE SHOWN "DIAGRAMMATICALLY', ACTUAL LOCATIONS ONOTE COORD NATE WTH PG&E FOR EXACT PRIMARY SERVICE POINT INTERFACE LOCATION AND ROUTING SHALL BE DETERMINED IN THE FIELD TO SUIT CONDITIONS. AND OBTAIN WRITTEN APPROVAL OF ALL SERVICE INSTALLATION FROM PG&E FOR CALTRANS' REVIEW. SERVICE CONDUCTORS SHALL BE PROVIDED BY PG&E. 5. STREET LIGHT TYPE AND INSTALLATION SHALL BE IN CONFORMANCE WITH SHOWN OWITHT APPROXIMATE. TRACTOR TO CONFIRM FINAL HIN THE CITY OF BAKERSFIELD STANDARDS, UNLESS OTHERWISE NOTED. SERVICE POINT COORDINATION5 0 R re pa rea far. CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 PEF'TI—Ob--Y: /A'1 - ABBREVIATIONS LEGEND A AMPERE NEW EXISTING (N) NEW P POLE SIGN LIGHTING FIXTURE, INDUCTION TYPE PG&E PACIFIC GAS & ELECTRIC O SIGN LUMINAIRE NUMBER RGS RIGID GALVANIZED STEEL CONDUIT SE1-1 SERVICE EQUIPMENT NO. 1 AND CIRCUIT NOA O ELECTROLIER NUMBER V VOLT, VOLTAGE ONOTE DESIGNATION NUMBER AS BUILT O PROJECT NOTE DESIGNATION NUMBER CONTRACT No.�9 —FO— —ED— SIX (6) 11/2" CONDUITS (FUTURE COMMUNICATION), C.C.A.CONTRACT �J LJ� UNLESS NOTED OTHERWISE 7 ® /' R.E. NAME%h. COMMUNICATION CONDUIT PULL BOX . 0 BRIDGE SOFFIT LUMINAIRE a—© o--4— - CITY OF BAKERSFIELD STREET LIGHT, (LEU). CONFORM TO CITY STANDARD NO. ST -14. (CALTRANS STANDARD TYPE 15). R.E. Signatur fo al approval C DECORATIVE LIGHT (SINGLE OR TWIN GLOBE), (HPS) ALL MATERIALS AND INSTALLATIONS SHA LOFEBIN CONFOR CEERE WITO As -Built informaCITtion y�G A of lJ SHEET E-17 FOR DETAILS, DH OVERHEAD (OH) LINE FOR STREET LIGHTING (2u8, 1a8G AERIAL CABLE) © v -Hol WOOD POLE (30'-O'9 MOUNT STREET LIGHT, (HPS). r WOOD POLE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY e56G0o001,D1 Michael SeOrl� E�91�ea�: oe T9WR6C John Kim oa+a,oy: 09/281Z01Z Ben MOSCG/Oo LIGHTING AND SIGN ILLUMINATION (NOTES) GSCALE E-1 WESTSIDE PARKWAY - PRASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 12.5-178 NOTES- (THt OREMOVE EXIST PULL BOX AND INSTALL WITH NEW. FIELD COORDINATE FOR EXACT LOCATION OF EXISTING CONDUIT FEEDING EXIST LIGHT FOR RE -USE. OALL ELECTRICAL EOUIPMENT SHALL BE LOCATED INSIDE R/W BETWEEN SOUND WALL & INTERSECTION CURVE IN CONFORMANCE TO HANDICAP ACCESS REOWREMENTS. STOCKDALE Hwy 2"C 2B, 1#8 lC) ISE f-B)# 2"C, 4#6 1#6 lGl 00 + O(SEBA1)CONTRi cT 2"C 2#6, 1#6 w f (SEB 1) — m Vl W W wz W J VI U - 9 r M 2"C, 2#B, Ia8 (SEI -B) (G) 1#8 (G) S" 1 7 kl\ &Lr " NE %-( PraFE Po\e P4�E IRP. 2.-SPC' L� 60 >5 „Ii (4) 4110 r Cil � 110 GT) 3"C TO UTILITY SERVICE POINT (±3eBy 20 /— FUTURE IRRIGATION 2 / CONTROLLER CABINET 2"' j5*. =5EBO2 j g5tt�e)_ X_4�� (SE 1 z l .J 1 PULL BDX WCC RC SE145 SE1 B SE148 C c la 6 7 4 2"C, 2#8, 1#B (G) (SEI -8) 1#8 (C) No. 14 - Sheet 4 of 14 4, 4 u[mxW I ( m --'I7e9112C 0 J IG e m SE1-B SEI -5 y r w w 7 8 J = �pkwy UW U W F' N j RA ... _�_��- 6C 21 0+06pTr1l1NF- _210 No. 14 - Sheet 4 of 14 4, 4 u[mxW I Prepared for: CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE ( 2"C, 2 I IG s -Built inf motion 3"C, 1a6 fab (G) SEI -5, 6} Prepared for: CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 2"C, 2#6, 1#6 IG) (SEI -6) 1#6 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. T9WP6C 2"C, 1 (SE - 26)#6, 1#6 (G) LIGHTING AND SIGN ILLUMINATION SCALE: I"= 50' E-2 WESTSIPE PARKWAY - PHASE BC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 12.5-178 2"C, 2 3"C, 1a6 fab (G) SEI -5, 6} SEI -5 id 2"C 2#6, 1#6 (G) ISE{ -5) �pkwy l0E j RA ... _�_��- 6C 21 0+06pTr1l1NF- _210 _ - 2L 204+00 305+21 3C SE1-5 SE1-.6. 207+00 31a+37 1 4C SE1-5 -- 9 SEA -6 _- a LINE 310 --_� 0205 6 0 7 r. 9-,r AZ` s -. 5C 30B+28 c sEl 5 -- 4 _-TvnS �.\ 6 7 - STOCKD LE MY 25 30 "J" LINE 2"C, 2#6, 1#6 IG) (SEI -6) 1#6 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. T9WP6C 2"C, 1 (SE - 26)#6, 1#6 (G) LIGHTING AND SIGN ILLUMINATION SCALE: I"= 50' E-2 WESTSIPE PARKWAY - PHASE BC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 12.5-178 f C, 246, tub (G) �ISE t-5) • 2 _ e N f NN WN F1? c 021301-- Wv1 -'3--- SEI -S 215.._ _ __ 6 - ] F - _ 314+480 Sts5 L - SE 1-6 1oc •'A2 LINE 6 0 20+TT 16C SEA -3 246, tub (G) J �f,S-a ISEt-6) CjNF yWy 9 \ 2"C, 2481 1u8 IW ISE -3) 3S 2"C,31 148 (G) -31 6 ISE4� 2"C, 448, 148 (G) , IVU. 14 - 0r1UUL U UI I4 met 4 X Prepared for: CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE ,AKERSFIEUD CALIFORNIA 93301 Pra P.I.dA bbl:: •. .�KMp+. uy"Aweml 3"C, 246, 146 (G) ISE -2) 2"C, 2tt6, 1u6 (G) ISE 2-2) FO CONDUI�SHOULDER IN SHOULDER SE2+28 ar 120+890 SE2-2 (- - WESTSIDIE ZN Z.,A., LINE -7w Al" LINE _ _ 120 3 123+49 1'0 Q SE2 1 r 4143, lG) _ - _ i - 121 +69 2tt6, 106 (G) (SE3 1 21+41 SE4 38C r) 17/ THIS PLAN ACCURATE FOR SMEEiS LB ]iY q 319+9001 320 $E2-1 SEA - _. - _ - — _ � 2"C, 2u6, 146 (G) 2'C, 2u6, 146 (G) (SH -1) SE2 P'C wIC3��1 2"C, 446, 146 1 ) 3"C TO FC11 lk 1�0 Lf, (SE2-1,2) Vit ISF,RVICfQINT (19BQ) 4w1i3� TY &lo 'L zo t. 110 (-C-4),* p•�\ .,�or`� slnc>,�\ bo_ .✓` o.000N'LAp,V.G2 E3 a- 4�v2W.Q ti AL)CONTq ER 1-1 631 148 (G) av�E ND. i spt�re pox viE tr+-"`�or•v.er hod (Py 4E Cd d� 3b-ooOZ) \3" �� (85o'I— ��tde� Pcr4e spy\e LIGHTI AND SIGN ea s LUMINATION 8CL WORK ONLY. SCALE: 1"= 50' E-3 n AS CONTRACT No. '% BUILT WY�aCi C.C.A. DATE "° R.E. NAMEC1j. G. Michael Seories R.E. Signature WrUinalapproval of As -Built information N f NN WN F1? c 021301-- Wv1 -'3--- SEI -S 215.._ _ __ 6 - ] F - _ 314+480 Sts5 L - SE 1-6 1oc •'A2 LINE 6 0 20+TT 16C SEA -3 246, tub (G) J �f,S-a ISEt-6) CjNF yWy 9 \ 2"C, 2481 1u8 IW ISE -3) 3S 2"C,31 148 (G) -31 6 ISE4� 2"C, 448, 148 (G) , IVU. 14 - 0r1UUL U UI I4 met 4 X Prepared for: CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE ,AKERSFIEUD CALIFORNIA 93301 Pra P.I.dA bbl:: •. .�KMp+. uy"Aweml 3"C, 246, 146 (G) ISE -2) 2"C, 2tt6, 1u6 (G) ISE 2-2) FO CONDUI�SHOULDER IN SHOULDER SE2+28 ar 120+890 SE2-2 (- - WESTSIDIE ZN Z.,A., LINE -7w Al" LINE _ _ 120 3 123+49 1'0 Q SE2 1 r 4143, lG) _ - _ i - 121 +69 2tt6, 106 (G) (SE3 1 21+41 SE4 38C r) 17/ THIS PLAN ACCURATE FOR SMEEiS LB ]iY q 319+9001 320 $E2-1 SEA - _. - _ - — _ � 2"C, 2u6, 146 (G) 2'C, 2u6, 146 (G) (SH -1) SE2 P'C wIC3��1 2"C, 446, 146 1 ) 3"C TO FC11 lk 1�0 Lf, (SE2-1,2) Vit ISF,RVICfQINT (19BQ) 4w1i3� TY &lo 'L zo t. 110 (-C-4),* p•�\ .,�or`� slnc>,�\ bo_ .✓` o.000N'LAp,V.G2 E3 a- 4�v2W.Q ti AL)CONTq ER 1-1 631 148 (G) av�E ND. i spt�re pox viE tr+-"`�or•v.er hod (Py 4E Cd d� 3b-ooOZ) \3" �� (85o'I— ��tde� Pcr4e spy\e LIGHTI AND SIGN ea s LUMINATION 8CL WORK ONLY. SCALE: 1"= 50' E-3 n FiIB Nara: D�OWm. WE8T8/DE PARKWAY - PHASE BC "° 56C00003.Pl Michael Seories oe Nc.: Engineer: C/TY OF BAKERSFIELD, CALIFORNIA 79WP6C John Klm �g Daae: a>: PUBLIC WORKS DEPARTMENT 09/28/2012 Sen McI Ren MascartlO NSEPNANE=)NSEPaanirexf OGX FILE _> P:\6W2]95E_WSP-OflA\coGtl\EIecY\B�eeY\S6C\S6Cuo003.o1e UPAsifr ------------------------------------------------------------------------------------------------------------------------------------------------------, / y,f � / I� tY' 1�3FlmttIPoL41< P% �. Prepared far � CITY OF BAKER SF IE LD lsol rRunruN avENuc BANERSF IELN C<LIFORNIA 93301 i'\ — j/'� �tiv ,v = CONTRACT No. C 1 r ®AEGON Fnaa�mx ...ammm� t . :".C.A. DATE— */x R.E. Signature/jor "ala val of As -Built information h ! EO CONDUIT IN SHOULDER t Agy;i + - FO-- — -FQa--FO wN 5 124+68 �SE2-2 O F -F —_.. T --- a .. r- .. WESTS IDE Pk y ._.. VIZxw 125 6 9 ..A--- 130 _ � _-_ 2 _ _._ _ --•_ 3 _____ 131� A W 219 _ r � CITY OF BAKER SF IE LD lsol rRunruN avENuc BANERSF IELN C<LIFORNIA 93301 i'\ — j/'� PrePored by: ff// r ®AEGON Fnaa�mx ...ammm� LIGHTING AND SIGN ILLUMINATION ww news.«.: Dare: oescn non: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. SCALE: 1"= 50' E–Y le Name: Oronn: 56Cup004.pl uicnoei Seones WESTS/DE PARKWAY - PHASE SC Engin==1`T9WCITY OF BAKERS-FIELD,CALIFORNIA e ...; John Kim Dere: cne=::sa ey: 09/28/2012 Ben W'scOrdo PUBLIC WORKS DEPARTMENT gsEnN.nE->FsEn-see:le DGN FILE -> o:tboo�>955_. erat�e�tele�.t�n�r.Ns��sn��ego<.P�g 19 5-178 AS BUILT CONTRACT No. T 9 GdPlo c' - C.C. R.E. NAME ------------------------------------------ cAm 1) &RIA P�epp�etl for. CITY OF BAKERSFIELD 1501 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P�epp�etl by: A= -COIN LIGHTING AND SIGN ILLUMINATION TRIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. SCALE: 1— 50" E-5 r�Is rvan,a. D.oa�: - 58Cuao05.p1g Michoei Saari es WESTB/OE PARKWAY -PHASE BC CITY OF BAKERSFIELD, CALIFORNIA i9WP6C Jahn Kim Dora: cnacNaa or: PUBLIC WORKS DEPARTMENT 09/28/2012 JBEn Moscartlp USERNAME Ou5EB=seat — UGN FILE _> o.\6W23955 WGI aro\co�d Wlen\s�ae1\s6c\56Cua00 S.eia ------------------ -- /0 - I USEflNgxE =)USEfl=eearle¢m 0GN FILE _> p:\6002]965_e60.erp\epEO\elect\exmei VEc\SfiLup006.p1p - (XU No. 14 - Sheet 6 of 14 , NOTES: (THIS SHEET ONLY I - KNN'. W R O, FIELD VERIFY FOR EXACT LOCATION TO Y2�u...eFv• ENSURE THAT ALL ELECTRICAL ELEMENTS I ARE WITHIN THE RIGHT OF WAY BOUNDARY. 09-ze-zmz I o x6 srzx6D w '6sslau6 6x61x a RLaxs mpflovnL a i ¢ z. Prepares for: G j CITY OF BAKERSFIELD - 1501 TRUXTUN AVENUE Z U BAKERSFIELD CALIFORNIA 93301 '., Prepared by: uu AS`O, I 27.11 T SS 1 38C FOR STRUCTURE ELECTRICAL FO CONDUIT SEE SHEET E-22 IN SHOULDER 2"C, 2#8, 1#8 (G) c (SE6-11 I _ R/W —2C, 2118,7#8 (G _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ d WESTSIOE PkWY. 6 T � 16a ..A., LINE 1 2"C, 4#8 tub (G) 3 a - 165 Ff v]w 1 SE6 is E6-2, 1i w _... _2 _ — =o �Fwo Zw 3' YC NT -TO- _ _ _ _ '� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NZ -tiT � DINT i q TYPE 6 w _eBg4 r _ BUILT CONTRACT No.AS �P --'— C C.C.A. DATE .. (SE6 2,,3) 1#e IGI — IW R.E. NAME 2"C 2#6, 1#8 (G) (SEF -1) ;`�..>(�31f'110 r4 c '. 2'C, 6#8, 1#8 (C) SE6-1,2,3) (>l IQ Cy) QS65 --�. 241p0 O 2"C q# (SES -5,6} R/W -- e • 2'b, 5,6 I#8 (G) ..__.__. _ (SES -5,65 E6P1 4 0.iCQ'�m\r\ NF 4 t AioD.V-4\^c! �T R.E. Signature or f�t 2"C, 2#8 1#8 (G) ' I {E �o�e 1 approval (SE2-I I 2"C, 2#6, ,#B (G) Of A; -Built information OFUTURE IRRIGATION CONTROLLER CABINET Ot FUTURE IRRIGATION CONTRROLLER CABINET 1 � Lkrm�•"l r—y wq ek'-F_s 0 `J MATCH LINE STA 22+00 SEE SHEET E-12 LIGHTING AND SIGN 4tS ILLUMINATION C_C u Rw1s10 oar.: oscrl tion: rS t0. \ b THIS PLAN ACCURATE F RICAL WORK ONLY. G V FIIB NOI,I.: 56Cup006.p1 Drawn: Michael Searles WESTSIDE PARKWAY - PHASE 8C i9WP6C Xlm CITY OF BAKERSFIELD, CALIFORNIA paha f Da16, 09/28/2012 CM1eckea ey: Ben MOscardo PUBLIC WORKS DEPARTMENT USEflNgxE =)USEfl=eearle¢m 0GN FILE _> p:\6002]965_e60.erp\epEO\elect\exmei VEc\SfiLup006.p1p __.---------------------------------------- ------------ ----------------------- --12.5-116 AS BUILT f*n•• .`�azwwry Avwh° *��a PUR.KA C.C.A. DATE_ PE SIfAEO PW FSSIM>L EX61K£P P repo retl far. R.E'N/�Ju�E 2ffF A: CITY OF BAKERSFIELD 1501 TRUTH AVENUE O V1 BAKESFIELD CALIFORNIA 93301 R r F Preporetl by: rw w A*—M., ¢J ---WM w TU w 0 zo Jw I W — 'w U � F — n of As -Built inform N __.---------------------------------------- ------------ ----------------------- --12.5-116 AS BUILT CONTRACT No. 79/Ue-0- C.C.A. DATE_ R.E'N/�Ju�E 2ffF A: R/W ; R.E. Signature f alitpp'roval — 'w — n of As -Built inform N EO CONDUIT IN SHOULDER j e o u' .... _ t-+-__ _ -" #----' _. {y�...- � -_ IX 1 m ¢� WSTSIE Pwy _ ' 3 t85 A LINE _�------— ¢ m ' TO CONDUIT IN SHOULDER LIGHTING AND SIGN ILLUMINATION Dam: Descri Y$ THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. SCALE: 1" 50' E-7 F11, Name:o....,: WESTS/OE PARKWAY - PHASE SC Apt S6Cuc0R,."2 Michael Searles 9lneer: CITY OF BAKERSFIELD, CALIFORNIA T9WP6C John Kim OaY e: 0912812012 [peckao Oy: Ben Mascardo PUBLIC WORKS DEPARTMENT __.---------------------------------------- ------------ ----------------------- --12.5-116 -- ----------------------------------------------------------------- AS BUILT G CONTRACT No. C.C.A. DATES 3 2Ol R.E. NAMEe2L 6 Gl/j�fGQ9P R.E. Signature f f I approval of --6, It infpPlii9#ion_ _-- 09-29- PE SfEPE� PX ESSI0X4L EX4IXEEP PL LNS 1PPXONALVLL X1iE Prepared far: _an CITY OF BAKERSFIELD 1501 T'UXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Preporedby: ww •. I SCM AS BUILT G CONTRACT No. C.C.A. DATES 3 2Ol R.E. NAMEe2L 6 Gl/j�fGQ9P R.E. Signature f f I approval of --6, It infpPlii9#ion_ _-- (SE -61 IN BARRIER B O R/W FIB o F -a - - - --. T,_ _ -__ _......... _ -. - .. ...- -i 20522++884 --. --ZOA ss C,EL, W STSIDE Pkwy, — SE5-�--SE5=-6- ¢w 3 4 195 60 ] 8 9 Z00 •A LINE 1 .i Z 3 C, 2*6, Itt6 (G) ... 4 205_ 6 NZ /�\ wJ 2 SE53-ti- — w 196+50 99 80�� I- w _- SES 5 /� - ✓:w --—cO SE5gi0 f_. _.FO .._ _.._L Fd _ 5E5 - ES 5-\%� _- wvi R/ —F i•� Zyz g_ g F -0—r FO--FO---FO---FO----FO---FO Lu FO CONDUIT € - 2' ]N SHOULDER If 1�7PB 9A G �� r- -z I A 9 KINE „� , . — __ a _ _ E A _ 2"C, 2*8, 118 (G) 2"C, 218 (SES -P ), 2 C 2u8=(SE5 Y) �`, PB -9A (SES -T) 216 (SE5-5), 116 (G) 216 (SES 5) €0,4- , PBPB-9 IN BARRIER IN BARRIER IN BARRIER I L 2"C, 2*8 (SE5-]I, 416 (SES -5,61, 1.6 (G) IN BARRIER 2"C, 218 (SE5-7), 4*6 (SE5-5,6), Ic6 (G) IN BARRIER LIGHTING AND SIGN ILLUMINATION THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. SCALE: 1"= 50' E-8 le rvoma. D.o.n: S6c,,AIO .pl Michael Searles T9WP6C JaM1n KKim WESTSIDE PARKWAY - PHASE BC pe Dm . CITY OF BAKERSFIELD€ CALIFORNIA 9W - _- Do+e: .Nada. Nr: 09/2A/2ot2 Ben M.sc,,rU0 PUBLIC WORKS DEPARTMENT u5E XN 6ME OUSEX=sea 11— XGN FILE -3 p \6 NX23955_rsp_oro\wa<I\elen \s Neel ls6c \56 Cua00 N. p1q 09-29- PE SfEPE� PX ESSI0X4L EX4IXEEP PL LNS 1PPXONALVLL X1iE Prepared far: CITY OF BAKERSFIELD 1501 T'UXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 Preporedby: ww •. I SCM 2"C, 216, 1*1 (GI IN BARRIER (SE -61 IN BARRIER B O R/W FIB o F -a - - - --. T,_ _ -__ _......... _ -. - .. ...- -i 20522++884 --. --ZOA ss C,EL, W STSIDE Pkwy, — SE5-�--SE5=-6- ¢w 3 4 195 60 ] 8 9 Z00 •A LINE 1 .i Z 3 C, 2*6, Itt6 (G) ... 4 205_ 6 NZ /�\ wJ 2 SE53-ti- — w 196+50 99 80�� I- w _- SES 5 /� - ✓:w --—cO SE5gi0 f_. _.FO .._ _.._L Fd _ 5E5 - ES 5-\%� _- wvi R/ —F i•� Zyz g_ g F -0—r FO--FO---FO---FO----FO---FO Lu FO CONDUIT € - 2' ]N SHOULDER If 1�7PB 9A G �� r- -z I A 9 KINE „� , . — __ a _ _ E A _ 2"C, 2*8, 118 (G) 2"C, 218 (SES -P ), 2 C 2u8=(SE5 Y) �`, PB -9A (SES -T) 216 (SE5-5), 116 (G) 216 (SES 5) €0,4- , PBPB-9 IN BARRIER IN BARRIER IN BARRIER I L 2"C, 2*8 (SE5-]I, 416 (SES -5,61, 1.6 (G) IN BARRIER 2"C, 218 (SE5-7), 4*6 (SE5-5,6), Ic6 (G) IN BARRIER LIGHTING AND SIGN ILLUMINATION THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. SCALE: 1"= 50' E-8 le rvoma. D.o.n: S6c,,AIO .pl Michael Searles T9WP6C JaM1n KKim WESTSIDE PARKWAY - PHASE BC pe Dm . CITY OF BAKERSFIELD€ CALIFORNIA 9W - _- Do+e: .Nada. Nr: 09/2A/2ot2 Ben M.sc,,rU0 PUBLIC WORKS DEPARTMENT u5E XN 6ME OUSEX=sea 11— XGN FILE -3 p \6 NX23955_rsp_oro\wa<I\elen \s Neel ls6c \56 Cua00 N. p1q WO MASEE SHE NOTES: (THIS SHEET ONLY) 1i IN) 34+00 iUNHD LINEST E-' Oj ALL ELECTRICAL EQUIPMENT SHALL BE LOCATED �..- ER PHASE 6E ' INSIDE RIW BETWEEN SOUND WALL & INTERSECTION O W CURVE IN CONFORMANCE TO HANDICAP ACCESS � —1 REQUIREMENTS 0z OIF RETAINING WALL 210 15 AWARDED AS AN^' WJ r I ADDITIVE ALTERNATE CONSTRUCTION ITEM, N w 2"C, 6x6 1#6(G) PLACE ELECTROLIERS ON SUPPORTS PER BE 10x6", ¢ nss) 2lcr'c2t8c1(F':n5 n)'o,co—. CB t RETAINING WALL DETAILS. ADJUST POLE HEIGHT 1#6 (G) TO 30'MINUS RETAINING WALL HEIGHT. PULL BOX IX—FO_ O FO— ADJACENT TO ELECTROLIER SHALL BE No. 9A WITH , FO - FO O — EMBEDDED CONDUIT, L — W ZN 2 C, 4u6- IsEs t 3) _ 3. ALL WDRK SHOW ON THIS SHEET IS EXISTING o (UNDER PHASE 6B CONTRACT) UNLESS INDICATED e " , AS "(N)" FOR PHASE 6C CONTRACT. 9 Q, " E _ 6 2 F W J 'CNAL CONTROLLER (SE4-1) J q O j0 11 �4 Is --- SEA -' 3'C, MT 3'7C MT TO TY 4 -- _— — SERVICE POINT R 6 MT (N) 2#8 (SES T), 4#6 (SEs 5 6);'1¢6 (C) IN Exist 2"C n LIGHTING AND SIGN n WO , N O 1i IN) 34+00 �..- W � O W Fi�s Ml1l. Il1H � —1 w 0z (UNDER PHASE -16B1 �S I WJ r I N w 2"C, 6x6 1#6(G) nss) 2lcr'c2t8c1(F':n5 n)'o,co—. CB t — MT 2#8 (SE5-7), 4x6 (G) P P SES ` PE INE ST 3' _ SHEET [ ?4+p0 PB Y'C, 2#6, 1#6 (G) (SEI -4) IN BARRIER 3"C MT SET O 0 SO MT SE2O1 TYPE 6 3"C MT TO UTILITY SERVICE POINT 4] 3"C MT r SE3E�I 2"C, 2x6, 1x6 (G) (SE3-1) 1 SIGNAL CONTROLLER (SE3-1)0 IN) 2x6, tub (G)IN Exist 2"L ISE2-I) 2� 5 { 'C Bx6, 1x6 (G (SE2-1,9,5,6) PB 9A� IN PB -9A (N) 296, 1#6 IG) IN Exist 3,G (SE2 U 2'C 6#6, 1#6 (G).,' 2%, 6#6, 1#6 (0) �-(SE2 2 3,5 6) (5E2-2,35) L 39+553, (N ), IN BARRIER IN BARRIER - SE2 bT-t PB 9A«�\\.. (E) �2C, 4j)/ -\1\ 1(SEI-112"C2#61#6 (G) 2 C, 4(SEI-, 1x6 (G) i2"C, 4#6, t#5 (G)(SEI-1,6)/2"C, 2,3 1#5 IG) 2tt6, 1x6 (G)(SEI-2,3) IRR IGATIONCONTROLLER CABINET (SE5-1) Z"C2#6, 1#3 (G) _1 15 IN)35+95 SE2-1 SEG -6 ` SE2 6 PI2-1 9A 1+07 0 Prepa retl far: CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 933D1 Pre.or sdA -bb': A—=WM A&BIL111 CONTRACT No.. T-2 Li/ ' C.C.A. DATE y-1-3-2—OV Sr R.E. NAME A//7, �- no approval of AS -Built i 2'C, 646, 1#6 (G) (SE2-2,3,5) IN BARRIER m 0 0 R/W ty Q W _ 2W U N ti .2 16 (N1 O 1i IN) 34+00 �..- O y__�._.._.....(.{_— -E. A' LIN w Q N w 2"C, 6x6 1#6(G) (SEt - t, 6) _ FD FO = —FO-- W N IX—FO_ O FO— FO— -_ J W FO - FO O — — W ZN 2 C, 4u6- IsEs t 3) _ LINE - e " _ 6 F 'CNAL CONTROLLER (SE4-1) 2' Is --- SEA -' 3'C, MT 3'7C MT TO TY 4 -- _— — SERVICE POINT 6 MT (N) 2#8 (SES T), 4#6 (SEs 5 6);'1¢6 (C) IN Exist 2"C LIGHTING AND SIGN 6 -1,2,3) ILLUMINATION 2"C, 2#6, 1#6 (G) SCALE: 1"- 50' E-9 (SES -2) THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. F11" N°me: 56Coo009.p1 Dr°wn: Micnoel Searles WESTSIDE PARKWAY - PRASE 60 T9NP6C CITY OF BAKERSFIELD CALIFORNIA / JOM1n Kim PUBLIC WORKS DEPARTMENT 09/28/2012 Ben Mascar0o ------------------1-2..5-178 -' NOT S: (THIS FET ONI IN ��5 53995 1. ALL WORK SHOW ON THIS SHEET 15 EXISTING ..`sazNwixa. ux#' (UNDER PHASE 6B CONTRACT) UNLESS INDICATED FIBER OPTIC PULL BOX AS '9N)" FOR PHASE 6C CONTRACT.°m AND CONDUITS INSTALLED CB p« i ElfllWL , Yz 2"C, 6#6, 1#6 (GI UNDER PHASE 2E CONTRACT. (SE2-2,3,5) IN BARRIER FIELD COORDINATE FOR 3"C, 2#6, 1#6 (G) EXACT LOCATION O C', ISE 2-3) os-ze-VAL Ol0 PB 9A zG 4ri6 1416 (GI 2C, 9#6 1#6 (IF PE SiFPEY PIp FR10X1L FXLXRFP P4X5 >PPPOV4L DATE f ro —(sez z, s} aez z,s}z"c, 4#6 1#6 (c) CO �R/� IN BARRIER (SE2-2, 6} Prepared {or. 2"C 2, 1#6 (G) CITY OF B4ENUE ELD ISE2-2,5} 1501 TFIIXTIIN AVENUE--- PB 93 4 24+08 {^� �O _=F0}^i BARERSFIELD CALIFORNIA 9ll01 W { _ �= SC2#6 1#6 (G) PrePa red ---�--F -. _ D2' LINE oEz z -_ i , z Ez-s) g [ 25 i _ Sc CB �_ FO �Yl. 6 E I___ 3 - �6 To 1 °t I ( O-: - - - 26+069 - B 2 E' F0` 15E2'5) 2#6, 1#6 (G) P _ -. - SE2 2 - SE2-2 . _- o sE269 SIDE Pkwy -- _ -. SEz°+ss - t __ .� O N WEST 225 6 A�. LINE ) 6 - EXISTING BE - E' 9 - P ELI _- -.. SE263 - 23D f -- (£12 C -2#&-1x6 (G) L.. _ 0 --- 1 1 SE2 5'l ___'. W ixitZ LL 6 - O SE2 39 O - 2 »._fi�gg_.... __ ___fl _ 3 - + N x 6 3 03 JS -- O d6 T W ©_._ O v 0 - 232+10 4 NO LINE 4 —o— —_—_ i _. �— jJ� sEz s PB 9AS PB -9A J PB 9A Yi P1W 2 C 2x6, 1#6 (G) PB 9A 2 C, 2#6, 1#6 (G) ISE Z 3) (SE2 21.6 IN BARRIER - 3"C 2#6, 1#6 (G) ISE 2 3) BUILT (N) 2% 246, 1#6 (G) (N) 2"C 2#6, 1#6 (W N) 2"C, 2x6 1x6 IGI CONTRACT NO —r!Z& W ,�f oISE22� '� ISE2 Sd _ 1' ISE2 Sj `» ATS� C.C.A.D mi --: -- -- -_ -- -_ -- --.. SE2i2;50 - -' 9 589,08,18"E y— WES TSI DE Pkwy }�� — — YWWiV ¢ 235 6- i -8 --- 9 -. 240 — 1 77T .57 5T' z 3 'A LINE 4' 2 5�13n9 LNr Q,...AP�„P.W 9 9 — of gs-Built 4,ormat on -- -- r -- - — -- -- -- — -- --_ _-_.—--_---. LIGHTING AND] SIGN ILLUMINATION als oar SCALE: 1"= 50' E-10 vue none: D.ow�: 5GCuc0i0.pt Nlnheel Searles WESTS/DE PARKWAY -PRASE SC 9eei, CITY OF BAKERSFIELD CALIFORNIA Oe T9WP6C JO.. Kim I .reF l` PUBLIC WORKS DEPARTMENT 09/28/2012 Ben Mascardo usEprvAxE =wsLP=se°nexm EGN PILE _> o.\EOJ3955. rsp_°m,co�a ec. M1as. m6c\56NOOl0.ol° I_._-------------------------------------------------IL.O-Ifo---__LI 4#8 1#8 (G) 1,3� AS BUILT CONTRACT No. � W ��%� C.C.A. DATE RENAME/4r,. R.E. Signatureor�,l�al approval of AS -Built information P4 SE cocVu.fa_��r��} GGU No. 14 - Sheet / at 14 1 0 Praoared for: CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P1E1a1ad by: _11Q911 E4#1#8 (G) j µj 22+98 (c#vh:A\AotiS 0Q SE4-1 SP J y \ S\E4\3O. k \\a V ,12S4E+i9 - - - - - -SE4 31T 4 p3 C 2#8, 1 (G) J 26+60 (5"L-3) Nf ' sE4-1 t9c c.. t9c ,.. 20l -. _- STOCKDALE-Hw 6 9 0 1 6 20. 7 q..+ " 45 0, - - F z.: _ e. IST". L -INE -.9 SG 7 -� - (SE44#3S 1#B —7:2"C 2#8, i#e IGl (SE -1) rc�i\S¢� Si och-d o.12 '-\..��. ,•'ld•}�••... to `i plc],t d. Bal Ed. ti 2-8 J'l\L{ 226 I 344 LIGHTING AND SIGN ILLUMINATION STOCKDALE Hwy Revietan: oar.: oe.crl non. THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. SCALE: i"-- 50' E-11 vi. Xam.. Dro.n. 55Cw011.p1 Q Michael Searles WESTSIDE PARKWAY -PHASE SC _ T9WP5C John Kim En91n..r: CITY OF BAKERSFIELD, CALIFORNIA T9W Dm.: cn..... . PUBLIC WORKS DEPARTMENT 09/28/2012 Ben Mascardo ucceueuF m:RFP=mm �eoV XLX cILE _> P:\fi002]955 WSP. OflA\cotltl\EIecRSM1eet\ sL\S6Luo011.o1a 12.b_1 16 2 3 P�¢Fn ND vl� Iff SiFPFg PW FssIWLL Ex Praporetl For: CITY OF BGKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P ..... Sdww ti A-� w..e.,m ar.wa i >it A EXISTING STREET LIGHT 0 I i _' w RENFRO RB- t mw i 9 - x 2 3 P�¢Fn ND vl� Iff SiFPFg PW FssIWLL Ex Praporetl For: CITY OF BGKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P ..... Sdww ti A-� w..e.,m ar.wa THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. le Neme. Dim 56Cua012p1 Mic Job N �Engl Tgwi ,IOL Dme� a 09/ZH?01Z Ben areiem Ksnaar �smswuom z.gi g 1cB LIGHTING AND $IGN ILLUMINATION RENFRO RD SCALE: 1— 50" E-12 WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT i >it A EXISTING STREET LIGHT 0 _' w RENFRO RB- _. �.�__. _ ..._.__,�z.�_�_..-._..- mw 9 - x j AS BUILT CONTRACT No.% 2"C, 2H8 (G) C.C.A. DATE R.E. NAM tRjE;.Signature f fi approval Built information THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. le Neme. Dim 56Cua012p1 Mic Job N �Engl Tgwi ,IOL Dme� a 09/ZH?01Z Ben areiem Ksnaar �smswuom z.gi g 1cB LIGHTING AND $IGN ILLUMINATION RENFRO RD SCALE: 1— 50" E-12 WESTSIDE PARKWAY - PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ELECTROLIER SUMMARY (STATE) ELECTRO STANDARD MAST ARM LENGTH L ENAIRE TYPE VOLTAGE SERVICE CIRCUIT ELECTRICAL NOTE NUMBERR TYPE (FEET) L LEO (NOTE 6) LUMINAIRE NUMBER NUMBER PLAN SHEET 2. INSTALLATION OF SIGN FIXTURES AND THE NUMBER iO 30 15 310 WATTS 240 SEE 1 E-3 CORRESPONDING SIGN PLAN. 2O 30 15 310 WATTS 240 SE2 1 E-3 DIRECTING THE LIGHT DOWNWARD. 3O 30 15 310 WATTS 240 SE2 1 E-3 SHEET E-16 FOR CIRCUIT ASSIGNMENTS. 4O 30 15 310 WATTS 240 SEE 2 E-3 2,3 SO 30 15 310 WATTS 240 SEE 2 E-3 O 30 15 310 WATTS 240 SEE 2 E-4 2 -POLE O 21 15 1 310 WATTS 240 SE5 5 E-8 1,5 8O 30 15 310 WATTS 240 SEE 5 E-8 5 9O 30 15 310 WATTS 240 SEE 5 E-8 5 10 30 15 310 WATTS 240 SE5 6 E -B 5 11 30 15 310 WATTS 240 SE5 6 E-8 5 12 30 15 310 WATTS 240 RES 6 E-8 5 13 (SLIPBASE)15 310 WATTS 240 SE2 1 E-9 5 14 (SL IPOBASE) 15 310 WATTS 240 SE2 1 E-9 5 15 30 (SLIP BASE) 15 310 WATTS 240 SE2 i E-9 5 16 (SLIPOBASE) 15 310 WATTS 240 SE2 1 E-9 5 1T 30 (SLIP BASE) 15 310 WATTS 240 SE2 1 E-9 5 --------------------------- SUMMARY OF SIGNS (STATE) SIGNNUMBER OF ae „ NOTES: (THIS SHEET ONLY) Nu 4w ELECT SIGN 1. SEE RETAINING WALL AND BRIDGE PLANS FOR SUPPORT SIGN LUMINAIRE DETAILS AND EXACT ELECTROLIER STATION NUMBER. FIXTURE DISCONNECT 2. INSTALLATION OF SIGN FIXTURES AND THE NUMBER CIRCUIT PLAN OF FIXTURES REQUIRED SHALL BE AS PER ES -GA. ILLUMINATION NUMBER 3. FOR SIGN DESCRIPTION AND EXACT LOCATION, REFER TO WATT FIXTURES CORRESPONDING SIGN PLAN. TYPE NUMBER NUMBER SHEET PESIEPEX PP 'E410X4 FXLIXFFfl 1 4. STREET LIGHT SHALL BE PROVIDED WITH FULL "CUT-OFF" HEAD DIRECTING THE LIGHT DOWNWARD. TO INSTALL Prepared tor. S. LIGHTING CIRCUIT FROM EXISTING SERVICE EQUIPMENT CITY OF BAKERSFIELD PROVIDED UNDER PHASE 60. REFER TO PROJECT NOTES ON 1501 TRUXTUN AVENUE SHEET E-16 FOR CIRCUIT ASSIGNMENTS. "A' BAKERSFIELD CALIFORNIA 93301 6. PROVIDE LED LUNINAIRE EQUIVALENT TO 310 WATTS LIPS. 240 Prepared by: SUBMIT SHOP DRAWING INCLUDING MANUFACTURER BROCHURE 1 E-5 2,3 AND DATA SHEETS FOR REVIEW. OLINE ASEMM +samnmrzuvermi`.°.`.�e�eO" SUMMARY OF SIGNS (STATE) SIGNNUMBER OF BREAKER/ ELECT SIGN ILLUMINAIRE SIGN LUMINAIRE INDUCTION FIXTURE DISCONNECT SERVICE CIRCUIT PLAN NOTE ILLUMINATION NUMBER LETTER WATT FIXTURES VOLTAGE TYPE NUMBER NUMBER SHEET CONTROL TO INSTALL "A' 05 2 240 2 -POLE SES 1 E-5 2,3 & S pEUFT OLINE "A' 85 2 240 2 -POLE SEE ] E-8 2,3,5 SC -1 & O LINE EU 85 2 240 2 -POLE SE2 5 E-10 2,3,5 SO pEU & O AS BUILT CONTRACT No. —7- 9/2,qD/ C.C.A. DATE Z/ R.E. Signature fe(r I approval of AS -Built information LIGHTING AND SIGN ILLUMINATION (ELECTROLLER SUMMARY) Descri 1 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. NO SCALE E-13 flevisim: DaY e: Foie name. D, 56Cua013.01 Michlchael Sean es WESTS/OE PARKWAY - PHASE SC —no' `°°I°ee• 1 CITY OF BAKERSFIELD CALIFORNIA T9WP6C John Kim / Do+e: n.eonea or: PUBLIC WORKS DEPARTMENT 09/28/2012 Ben MOscnrtlo 'I Z.*-] /25____ 1 ELECTROLIER SUMMARY (CITY) ELECTROR STANDARD MAST ARM LENGTH LUMINAIRE TYPE LUMINAIRE TYPE VOLTAGE SERVICE CIRCUIT ELECTRICAL NOTE NUMBER TYPE (FEET) LAPS) LED (NOTE 6) NUMBER NUMBER PLAN SHEET IC CITY STANDARD 12 200 WATTS 240 SEI 5 E-2 2 2C CITY STANDARD 12 121100 WATTS 200 WATTS 240 SET 5 E-2 2 3C CITY STANDARD 12 200 WATTS 240 SEL 6 E-2 2 4C CITY STANDARD 12 200 WATTS 240 SET 5 E-2 2 5C CITY STANDARD 12 (2)100 WATTS 200 WATTS 240 SEL 6 E-2 2 6C CITY STANDARD 12 200 WATTS 240 SEL 5 E-2 2 0 CITY STANDARD 12 200 WATTS 240 SET 6 E-2 2 BC CITY STANDARD 10 100 WATTS 200 WATTS 240 SE4 3 E-3 2 9C CITY STANDARD 12 200 WATTS 240 SET 5 E-3 2 10 CITY STANDARD 12 (2)100 WATTS 200 WATTS 240 SEI 6 E-3 2 11 CITY STANDARD 10 200 WATTS 240 SEA 1 E-3 2 12 CITY STANDARD 10 100 WATTS 200 WATTS 240 SEI B E-2 2 13 CITY STANDARD 10 200 WATTS 240 SET R E-2 2 14 CITY STANDARD 10 200 WATTS 240 SET 8 E-2 2 15 CITY STANDARD 10 (2)160 WATTS 200 WATTS 240 SEL 8 E-2 2 16 CITY STANDARD 10 200 WATTS 240 SEA 3 E-3 2 1] CITY STANDARD 10 200 WATTS 240 SE4 3 E-11 2 18 CITY STANDARD 10 200 WATTS 240 SE4 L E-11 2 19 CITY STANDARD H 200 WATTS 240 SE4 3 E-11 2 20 CITY STANDARD 9 200 WATTS 240 SEA 1 E -I1 2 21 CITY STANDARD 10 200 WATTS 240 SE4 1 E-3 2 22 CITY STANDARD 10 200 WATTS 240 SE6 1 E-11 2 23 CITY STANDARD TO 200 WATTS 240 SEG 1 E-6 2 24 CITY STANDARD 10 200 WATTS 240 SE6 1 E-6 2 DECORATIVE HT 25 (TWIN GLOBE) BE) TWIN ARM (2)100 WATTS 240 SE6 3 E-26 1,3 DECORATIVE LIGHT 26 (SINGLE GLOBE) NA 100 WATTS 290 SE6 2 E-26 1,3 DECORATIVE LIGHT 2T (TWIN GLOBE) TWIN ARM (2)100 WATTS 240 SE6 3 E-26 1,3 DECORATIVE LIGHT 28 (SINGLE GLOBE) NA 100 WATTS 240 SEE 2 E-26 1,3 ___________________________________________ w, NOTES: (THIS SHEET ONLY) e^ 1p14 r 1. SEE BRIDGE PLAN FOR SUPPORT DETAILS AND EXACT ELECTROLIER STATION NUMBER. 2. STREET LIGHT SHALL BE PROVIDED WITH FULL "CUT-OFF" HEAD DIRECTING THE LIGHT DOWNWARD. 3. MOUNT ELECTROLIER ON TOP OF BRIDGE BARRIER. 4. WONT ELECTROLIER ON TOP OF SOUND WALL BARRIER. srtxE>x ssslwn FxE MCEx 5. MOUNT ELECTROLIER ON TOP OF RETANING WALL. Prepp red for. 6. PROVIDE LED WNINAIRE EQUIVALENT TO 200 WATTS FPS. CITY OF BAKERSFIE LD SUBMIT SHOP DRAWING INCLUDING MANUFACTURER BROCHURE 1501 TRUXION AVENUE AND DATA SHEETS FOR REVIEW. BAKERSFIELD CALIFORNIA 93301 Pr¢par¢tlww b --y: ELECTROLIER SUMMARY (CITY) ELECTROLIER STANDARD MAST ARM LENGTH LUMINAIRE TYPE LUMINAIRE TYPE VOLTAGE SERVICE CIRCUIT ELECTRICAL NOTE NUMBER TYPE (FEET) IHPSI LEO (NOTE 6) NUMBER NUMBER PLAN SHEET DECORATIVE LIGHT 29C TWIN ARM 121100 WATTS 240 SEE 3 E-26 1,3 (TWIN GLOBE) DECORATIVE LIGHT 30C TWIN ARM (2)100 WATTS 240 SE6 2 E-26 1,3 (TWIN GLOBE) DECORATIVE LIGHT 31C (SINGLE GLOBE) NA 100 WATTS 240 BEG 3 E-26 1,3 DECORATIVE LIGHT 32 TWIN ARM (2)100 WATTS 240 SEE 2 E-26 1,3 (TWIN GLOBE) 33 DECORATIVE LIGHT NA 100 WATTS 240 SE6 3 E-26 1,3 (SINGLE GLOBE) DECORATIVE LIGHT 34 (TWIN GLOBE) TWIN ARM (2)160 WATTS 240 SEE 2 E-26 1,3 35 CITY STANDARD 10 200 WATTS 240 SEE 1 36 CITY STANDARD 10 200 WATTS 240 SE4 3 E-11 2 AS BUILT CONTRACT No. —r!Z l Cf C.C.A. DATE el /3 1 S R.E. NAME. l: Z �z R.E. 5ignature for f approval Ll TING AND SIGN of As -Built information LLUMINATION HOLIER SUMMARY) THIS PLAN SCALE PLAN ACCURATE FOR ELECTRICAL WORK ONLY. E-14 Name: Drawn: t6CucO14.p1g Michael Searles WESTSIDE PARKWAY - PHASE 6C K 91 e. T9WP6C Jahn KiCITY OF BAKERSFIELDA CALIFORNIA m CHMCKea or PUBLIC WORKS DEPARTMENT 09/2812012 Ben Mascartlo NEW SERVICE 1. SET (CITY) SERVICE EQUIPMENT, SEE SHEET E-2 FOR LOCATION INSTALL TYPE III -CF SERVICE EQUIPMENT PER NOTES IN CALTRANS STO PLAN ES -2C AND SERVICE EQUIPMENT ENCLOSURE AND TYPICAL WIRING DIAGRAM IN IN CALTRANS STD PLAN ES -2F. METER#1: G 100A, 2P 120/24OV- MAIN CIRCUIT -I: 20A, 1P, 12OV- IRRIGATION CONTROLLER CIRCUIT -2: 20A, 1P, 12OV- SPARE METE#2: LS -3 100A, 2P, 120/24OV- MAIN CIRCUIT -3: 30A, 2P, 240V- SPARE CIRCUIT -4: 15A, 1P, 120V- SPARE CIRCUT-5: 3CA, 2P, 240V- STREET LIGHTING CIRCUIT -6: 30A, 2P, 240V- STREET LIGHTING CIRCUIT -7: 15A, 1P, 120V- PER FOR STREET LIGHTING CIRCUIT -6: USA, 2P, 240V- STREET LIGHTING 2. SEA (STATE) SERVICE EQUIPMENT, SEE SHEET E-3 FOR LOCATION. INSTALL TYPE 111 -CF SERVICE EQUIPMENT PER NOTES IN CALTRANS STD PLAN ES -2C AND SERVICE EQUIPMENT ENCL05URE AND TYPICAL WIRING DIAGRAM IN CALTRANS STU PLAN ES -2F. METER#1: LS -3 IOOA, 2P, 120/24OV- MAIN CIRCUIT- 1: 30A, 2P, 24OV- FREEWAY LIGHTING CIRCUIT- 2: 30A, 2P, 240V- FREEWAY LIGHTING CIRCUIT- 3: 30A, 2P, 240V- SPARE CIRCUIT- 4: 30A, 2P, 240V- SPARE CIRCUIT- 5: 15A, 1P, 120V- PEU FOR FREEWAY LIGHTING METER#2: G 1 ODA, 2P, 120/24OV- MAIN CIRCUIT -6: 20A, 1P, 120V- IRRIGATION CONTROLLER 3. SE3 (STATE) SERVICE EQUIPMENT, SEE SHEET E-3 FOR LOCATION INSTALL TYPE 111 -CF SERVICE EQUIPMENT PER NOTES IN CALTRANS STD PLAN ES -2C AND SERVICE EQUIPMENT ENCLOSURE AND TYPICAL WIRING DIAGRAM IN IN CALTRANS STD PLAN ES -2F. METER41: TC -1 IONA, 2P, 120/24OV- MAIN CIRCUIT -1: 50A, 1P, 120V- SIGNAL CONTROLLER METER#2 LS -3 I ODA, 2P, 120/24OV- MAIN CIRCUIT -2: 30A, 2P, 12OV- INTERSECTION SAFETY LIGHTING CIRCUIT -3: 15A, IP, 120V- PER FOR INTERSECTION LIGHTING 4. SEA (CITY) SERVICE EQUIPMENT, SEE SHEET E-3 FOR LOCATION INSTALL TYPE 111 -BF SERVICE EQUIPMENT PER NOTES IN CALTRANS STD PLAN ES -2C AND SERVICE EQUIPMENT ENCLOSURE AND TYPICAL WIRING DIAGRAM IN IN CALTRANS STD PLAN ES -2E. METER#1: UNMETER IOOA, 2P, 120/24OV- MAIN CIRCUIT -1: 30A, 2P, 240V- STREET LIGHTING CIRCUIT -2: 30A, 2P, 240V- SPARE CIRCUIT -3: 30A, 2P, 240V- STREET LIGHTING CIRCUIT -4: 15A, 1P, 120V- PER FOR STREET LIGHTING 5. SE5 (STATE) SERVICE EQUIPMENT, SEE SHEET E-6 FOR LOCATION INSTALL TYPE III -CF SERVICE EQUIPMENT PER NOTES IN CALTRANS STD PLAN ES -2C AND SERVICE EQUIPMENT ENCLOSURE AND TYPICAL WIRING DIAGRAM IN IN CALTRANS STD PLAN ES -2F. METER#L' LS -3 INA, 2P, 120/24OV- MAIN CIRCUIT -1: 30A, 2P, 240V- SIGN LIGHTING CIRCUIT -2: 30A, 2P, 240V- SPARE CIRCUIT -3: 30A, 2P, Z40V- SPARE CIRCUIT -4: 15A, 1P, 120V- PEU FOR SIGN LIGHTING METER#2: G 100AI 2P 120/24OV- MAIN CIRCUIT -!5: 20A, 1P, 120V- FUTURE IRRIGATION CONTROLLER CIRCUIT -6: AGA, 1P, 120V- FUTURE IRRIGATION CONTROLLER 6. SE6 (CITY) SERVICE EQUIPMENT, SEE SHEET E-6 FOR LOCATION INSTALL TYPE 111 -RF SERVICE EQUIPMENT PER NOTES IN CALTRANS STD PLAN ES -2C AND SERVICE EQUIPMENT ENCLOSURE AND TYPICAL WIRING DIAGRAM IN IN CALTRANS STD PLAN E5 -2E. METER#1: UNMETER I ODA, 2P, 120/240V- MAIN CIRCUIT -1: 30A, 2P, 24OV- DECORATIVE STREET LIGHTING CIRCUIT -2: 30A, 2P, 240V- DECORATIVE STREET LIGHTING CIRCUT-3: 30A, 2P, 240V- DECORATIVE STREET LIGHTING CIRCUIT -4: 15A, 1P, 120V- PER FOR STREET LIGHTING T. SEB (CITY) SERVICE EQUIPMENT, SEE SHEET E-2 FOR LOCATION TYPE III -CF SERVICE EQUIPMENT PER NOTES IN CALTRANS STU PLAN ES -2C AND SERVICE EQUIPMENT ENCLOSURE AND TYPICAL WIRING DIAGRAM IN IN CALTRANS STD PLAN ES -2F. METER#1: TC -1 100A, 2P, 120/24OV- MAIN CIRCUIT -1: 50A, IP, 120V- SIGNAL CONTROLLER METERtt2: LS -3 100A, 2P, 120/24OV- MAIN CIRCUIT -2. 30A, 2P, 120V- INTERSECTION SAFETY LIGHTING CIRCUIT -3: 15A, 1P, 120V- PEU FOR INTERSECTION LIGHTING THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. T9JKR6C Ijohn Kim ---------------------------------- i SHEET i Tn AS CONTRACT No. SxEETS C.C.A. DATE R.E. NAME, . 6 230 3�1 °`o R.E. Signature i axon w. vu[ nz I I I �s°��uEaw[x19 I 09-28-2012 K PEPM P 651W1LL FX4IXEEX PL9NS <PPXOV>L ORE Prepared far: CITY OF BAKERSFIELD 1501 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 I P �epd�ed by: �E�- /� ASCO�� 9 I LIGHTING AND SIGN ILLUMINATION (PROJECT NOTES) NO SCALE E-15 WESTSIDE PARKWAY - PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 1/.Z)- 1 10 AS CONTRACT No. BUILT W �6� C.C.A. DATE R.E. NAME, . 6 44/Z- Af,4- R.E. Signature i r 1n I approval of As -Built information LIGHTING AND SIGN ILLUMINATION (PROJECT NOTES) NO SCALE E-15 WESTSIDE PARKWAY - PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 1/.Z)- 1 10 EXISTING SERVICE UNDER PHASE 6B 1. SEI (CITY) SERVICE EQUIPMENT, SEE SHEET E-9 FOR LOCATION. TYPE III -BF SERVICE EQUIPMENT PER NOTES IN CALTRANS SID PLAN ES -2C AND SERVICE EQUIPMENT ENCLOSURE AND TYPICAL WIRING DIAGRAM IN CALTRANS SID PLAN ES -2E. METER#1: UNMETERED 100A, 2P, 120V/24OV- MAIN CIRCUIT- 1: 30A, 24OV, 2P - STREET LIGHTING CIRCUIT- 2: 30A, 240V, 2P - DECORATIVE STREET LIGHTING CIRCUIT- 3: 30A, 24OV, 2P - DECORATIVE STREET LIGHTING CIRCUIT- 4: 30A, 24OV, 2P - STREET LIGHTING CIRCUIT- 5: 1CA, 120V, IP - PEU FOR STREET LIGHTING CIRCUIT- 6: 30A, 24OV, 2P - STREET LIGHTING 2. SE2 (STATE) SERVICE EQUIPMENT, SEE SHEET E-9 FOR LOCATION TYPE III -BF SERVICE EQUIPMENT PER NOTES IN CALTRANS STD PLAN ES -2C AND SERVICE EQUIPMENT ENCLOSURE AND TYPICAL WIRING DIAGRAM IN IN CALTRANS STD PLAN ES -2E. METER#1: LS -3 I GOA, 2P, 120/240V- MAIN I*) CRCUITId: 30A, 2P, 24OV- FREEWAY LIGHTING CI RCUT-2: 30A, 2P, Z4OV- FREEWAY LIGHTING CIRCUT-3: 30A, 2P, 24 OV- FREEWAY LIGHTING CIRCUIT -4: 15A, 1P, 12OV- PEU FOR FREEWAY LIGHTING CIRCUIT -5: 30A, 2P, 240V- SIGN LIGHTING CIRCUIT -6: 30A, 2P, Z40V- SIGN LIGHTING C[RAUT-T: 15A, 1P, 120V- PEU FOR SIGN LIGHTING (4) ADD LOAD CIRCUIT UNDER PHASE 6C. 3. SEA (STATE) SERVICE EQUIPMENT, SEE SHEET E-9 FOR LOCATION TYPE III -CF SERVICE EQUIPMENT PER NOTES IN CALTRAN5 STD PLAN ES -2C AND SERVICE EQUIPMENT ENCLOSURE AND TYPICAL WIRING DIAGRAM IN CALTRANS STD PLAN ES -2F. METER #T: TC -1 100A, 2P, 120/24OV-MAIN CIRCUIT -1: SOA, IP, 1ZOV- SIGNAL CONTROLLER METER #2: LS -3 TOGA, 2P, 120/240V -MAIN CIRCUIT -2: 30A, 1P, 120V- INTERSECTION SAFETY LIGHTING CIRCUIT -3: 15A, 1P, 120V- PEU FOR INTERSECTION LIGHTING 4. SEA (STATE) SERVICE EQUIPMENT, SEE SHEET E-9 FOR LOCATION TYPE III -CF SERVICE EQUIPMENT PER NOTES IN CALTRANS STD PLAN ES -2C AND SERVICE EQUIPMENT ENCLOSURE AND TYPICAL WIRING DIAGRAM IN IN CALTRANS STD PLAN ES -2F. METER#1: TC -1 I QUA, 2P, 1ZO/ZIQV- MAIN CIRCUIT -1: 50A, IP, 120V- SIGNAL CONTROLLER METER#2: LS -3 10OA, 2P, 1ZO/240V- MAIN CIRCUIT -2: 30A, IT, 120V- INTERSECTION SAFTEY LIGHTING CIRCUIT -3: 30A, 2P, 24OV- SPARE CRCUIT-4: 15A, 1P, 12GV- PEU FOR STREET LIGHTING 5. SE5 (STATE) SERVICE EQUIPMENT, SEE SHEET E-9 FOR LOCATION TYPE III -CF SERVICE EQUIPMENT PER NOTES IN CALTRANS STD PLAN ES -2C AND SERVICE EQUIPMENT ENCLOSURE AND TYPICAL WIRING DIAGRAM IN CALTRANS STO PLAN ES -2F. METER #1: G IOWA, 2P, 120/24OV-MAIN CIRCUIT -1: 20A, 1P, 120V- IRRIGATION CONTROLLER CIRCUIT -2: GOA, IP, 120V- IRRIGATION CONTROLLER METER #2: LS -3 100A, 2P, 120/240V -MAIN CIRCUIT -3: AGA, 2P, 240V- SOFFIT LIGHTING CIRCUIT -4: IRA, IP, 120V- PEU FOR SOFFIT LIGHTING (*)CIRCUIT -5: EGA, ZP, 240V- FREEWAY LIGHTING (*)CIRCUIT -6: 30A, 2P, 240V- FREEWAY LIGHTING W CIRCUIT -T: 30A, 2P, 240V- SIGN LIGHTING CIRCUIT -6: 30A, 2P, 240V- SPARE (*)CIRCUIT -9: 15A, 1P, 120V- PEU FOR FREEWAY LIGHTING (*)CIRCUIT -10: 15A, 1P, 12OV- PEU FOR SIGN LIGHTING (*) ADD LOAD CIRCUIT UNDER PHASE 6C. THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. T9WP6C JOhn Kim 0 P rEpo rEd for: CITY OF BAKERSFIELD 1501 TRI(*TUN AVENUE BAKERSFIELD CALIFORNIA 9M1 P-pa-d-bby: w �� /'1SWNI AS BUIL CONTRACT No. _rGI/ 0 C.C.A. DATE Z-//--/-?- R.E. NAME, _ R.E. Signature f6r final approval of AS -Built information LIGHTING AND SIGN ILLUMINATION (PROJECT NOTES) NO SCALE E-16 WESTSIDE PARKWAY - PRASE BC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT I - II ___________ -- LIGHTING AND SIGN PROTECTED PULL BOX DETAIL ILLUMINATION (ELECTRICAL DETAIL) NO SCALE E-17 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. tz-: e name. oro.�� 56EUD0I .pig MICh.Rl SeOEle,A WESTSIDE PARKWAY - PHASE SC NR' ..,,,,ee., CITY OF BAKERSFIELD CALIFORNIA T9WP6C John Kim A 09/29/Z0i2 'BRee n Ma or:asmrtlo PUBLIC WORKS DEPARTMENT -------------------- ,. .oq( �SXEETS zsz 3aa ¢im¢u ° AS BUILT u° CONTRACT No. C.C.A. DATE—/3 NE SSER° PP fSS10X4L fN°INffN PLLNS <PPN°YAL DATE R.E. NAMEEYP���� P ePa ed fo CITY OF BAKERSFIELD 1501 TFIIXEIN AVENUE BAKERSFIELD CALIFORNIA 93301 Pr¢p o..H by: k.t. Signature o incl approval ASCOM of As -Built information i I CONDUIT SIZE AND CONDUCTORS AS SHOWN 3 ON PLAN SHEETS, TYR. I 12.0' 12.0' FREEWAY FREEWAY VARIES LANE LANE SHOULDER POSITION THE PULL BOX THE SAME DISTANCE BACK FROM THE ETW AS THE ELECTROLIER (OR ILLUMINATED SIGN) FOUNDATION AND ON VARIES - SEE PLANS THE SIDE OF FOUNDATION DOWNSTREAM FROM ADJACENT TRAFFIC (OR ILLUMINATED LLUMINATED SIGN) LOCATION AS SHOWN I I ON PLAN SHEETS I I I I LIGHTING AND SIGN PROTECTED PULL BOX DETAIL ILLUMINATION (ELECTRICAL DETAIL) NO SCALE E-17 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. tz-: e name. oro.�� 56EUD0I .pig MICh.Rl SeOEle,A WESTSIDE PARKWAY - PHASE SC NR' ..,,,,ee., CITY OF BAKERSFIELD CALIFORNIA T9WP6C John Kim A 09/29/Z0i2 'BRee n Ma or:asmrtlo PUBLIC WORKS DEPARTMENT -------------------- TWIN ARM DECORATIVE LIGHT DIA � DIA _KING LUMINAIRE POLE POLE WITH "" "^ SCREtW w(IC)T OE51G- k6 BARE COPPER BOND �'Erc CIRCLE K11 BEGLOBE RATION (NOMI IIRBSION 1 A5 -PR -BLACK 3. (Ib -FTI OP BENEATH WASHER) u6W 14'-9 �1" POLYCARBONATE ACCESS HOLE 21.906 850 6 SPECIFICATIONS: T' x 11 Y" DIA - - FOP HIGHWAY SIGNS. LUMINAIRE AND TRAFFIC SIGNALS DATED GALV. HAN TENON 2001 WITH MODIFICATIONS. 6" LONG LOADING: CONSTHHSCSVER -11q,, STUDS WINO LOADING 100 MPH GALV. ON B.C. SEISMIC LOADING: 0.57 DEAD LOAD, EXCEPT ON BRIDGES W/HE% NUTS, Poi2' 2.00 DEAD LOAD, ON BRIDGES l PERCENTAGE OF GLOBE BASE G. PROTECTIVE COAT EXPOSED P.C. WIRES AT POLE ENDS. LOADING COMBINATION BASIC UNIT STRESS T. 1/2CAST ALUMINUM GROUT CAP — AIL WIND 09 26-2012 COD = SEISMIC DEAD LOAD GRAB NOTES: FE $TENFp P FSSIOXIL EXGIXEEP PLAXS ANNEWAL XLTE I. CONCRETE MIX (121): BLACK. EXPOSED AGGREGATE FINISH, WITH AMERSHIELD TOP OF BARRIER CITY OF BAKERSFIELD CRETE FOUNDATION 1501 TRU%TUN AVENUE RA63 COSHOCTON ARM (41 i;° x 10" x 4" M�.��" x 10" x 9" BAKERSFIELD CALIFORNIA 93301 CAST ALUMINUM ANCHORBOLTS y"HOR BOL iS PEPPER ASTM A30T ° ,iM A3GiPre paretl by: EDULE 80 PVCAEMM DUIT. i60NOH✓ SCHEDULE 80PVCSEE TOP DETAIL R FOR MWNTINTG DETAILS ON CONDUIT. iYP 9'-O" LONG BARB IER.SEE "DECORATIVE Y-6" GROUND ROD LI LHi MOUNTING DETAIL" L" IN BRIDGE PLANS. ON BRIDGE BARRIER AT GRADE cruraAl Norvs: BASE MOUNTING DETAIL PALE` CAT ATC #°zocln s"e�n`cli wl rx ANTI GRAFFITI 20'ABOVE FINISH SURFACE OR APPROVED EDUAL. AMERON, CORSICAN STYLE POLE 2OCT- TRADITIONAL BASEPLATE CORSICAN POLE FLUTEDROUND SHAFT 95° P (' N MINAL POLE POLE POLE BOLI OL TIMATE w(IC)T OE51G- HEIGHT LENGTH CIRCLE G.LMCNENi RATION (NOMI IIRBSION 1 A5 -PR -BLACK 3. (Ib -FTI 20CT15 14'-9 �1" 15'-1" 1'-10° 21.906 850 (4) 1" DIA x 1/" �l PIAN LONG SLOTS LIGHTING AND SIGN SINGLE ARM BASE PLATE DETAIL ILLUMINATION DECORATIVE LIGHT (ELECTROLIER DETAIL) CITY STREET LIGHT THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. NO SCALE E-18 eViebn: ooie: Oesori r Ie Noma. D.o..,. 56Cup018.p/ Michael Searles WESTS/DE PARKWAY - PRASE 6C CITY OF BAKERSF✓ELD CALIFORNIA e T9WP6C Joan Kim / mre: 'B _7 C' Y,: PUBLIC WORKS DEPARTMENT 09/28/2012 Ben MOscOrtlO Mseervnme=n1seN=se°We=nt Mcry taL => wrvcoozn9ss_w,p ar.,�=°aa Tei e,rwl,e=r.�s=lssc„Pm e.°ie 1'-9r/i' TO LIGHT FIXTURE: TWO DECORATIVE STREET 1'-101/2" B.C. 2. ASTM C-150 TYPE III GRAY CEMENT. TWIN ARM- qNG LUMINAIRE I2)MItg IIRBSION 1 A5 -PR -BLACK 3. PG 0 28 DAYS = 6.005 PSI. USING SPUN CYLINDER TEST. ON (1) KA -63T TWIN AflM. OR APPROVED EQUAL. WIN AN., OR 3'/z' GIA. 6 SPECIFICATIONS: DESIGN: AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS - - FOP HIGHWAY SIGNS. LUMINAIRE AND TRAFFIC SIGNALS DATED GALV. STEEL TENON 2001 WITH MODIFICATIONS. LOADING: (4) /z' -11q,, STUDS WINO LOADING 100 MPH GALV. ON B.C. SEISMIC LOADING: 0.57 DEAD LOAD, EXCEPT ON BRIDGES W/HE% NUTS, WASHERS 2.00 DEAD LOAD, ON BRIDGES l PERCENTAGE OF G. PROTECTIVE COAT EXPOSED P.C. WIRES AT POLE ENDS. LOADING COMBINATION BASIC UNIT STRESS T. GROUP 1 0 + W 1OOY. GROUP 2 : D * E00 100% AIL WIND w = LOAD COD = SEISMIC DEAD LOAD NOTES: I. CONCRETE MIX (121): BLACK. EXPOSED AGGREGATE FINISH, WITH AMERSHIELD (4) 1" DIA x 1/" �l PIAN LONG SLOTS LIGHTING AND SIGN SINGLE ARM BASE PLATE DETAIL ILLUMINATION DECORATIVE LIGHT (ELECTROLIER DETAIL) CITY STREET LIGHT THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. NO SCALE E-18 eViebn: ooie: Oesori r Ie Noma. D.o..,. 56Cup018.p/ Michael Searles WESTS/DE PARKWAY - PRASE 6C CITY OF BAKERSF✓ELD CALIFORNIA e T9WP6C Joan Kim / mre: 'B _7 C' Y,: PUBLIC WORKS DEPARTMENT 09/28/2012 Ben MOscOrtlO Mseervnme=n1seN=se°We=nt Mcry taL => wrvcoozn9ss_w,p ar.,�=°aa Tei e,rwl,e=r.�s=lssc„Pm e.°ie 1'-9r/i' TO ANTI GRAFFITI COATING. 1'-101/2" B.C. 2. ASTM C-150 TYPE III GRAY CEMENT. 3. PG 0 28 DAYS = 6.005 PSI. USING SPUN CYLINDER TEST. 6 4, f'c ®20 DAYS = 3.553 PSI. USING ASTM C-31 CYLINDER TEST. - 1, Tr/„ OCT 5. POLES MANUFACTURED PER ASTM L1009 -9T SPECIFICATIONS. l G. PROTECTIVE COAT EXPOSED P.C. WIRES AT POLE ENDS. T. PRESTRESSED WITH (0) %" DIA. A-416 PRESTRESSING TENDONS (CABLES). (4) 1" DIA x 1/" �l PIAN LONG SLOTS LIGHTING AND SIGN SINGLE ARM BASE PLATE DETAIL ILLUMINATION DECORATIVE LIGHT (ELECTROLIER DETAIL) CITY STREET LIGHT THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. NO SCALE E-18 eViebn: ooie: Oesori r Ie Noma. D.o..,. 56Cup018.p/ Michael Searles WESTS/DE PARKWAY - PRASE 6C CITY OF BAKERSF✓ELD CALIFORNIA e T9WP6C Joan Kim / mre: 'B _7 C' Y,: PUBLIC WORKS DEPARTMENT 09/28/2012 Ben MOscOrtlO Mseervnme=n1seN=se°We=nt Mcry taL => wrvcoozn9ss_w,p ar.,�=°aa Tei e,rwl,e=r.�s=lssc„Pm e.°ie NOTE: 1. ANY FIBER OPTIC CONDUIT INSTALLED WITHIN 3' OF GUARDRAIL SHALL BE 4' MINIMUM DEPTH TO TOP OF CONDUIT. FINISH GRADE PY \ \ UNDERGROUND WARNING TAPE < NATIVE MATERIAL T \%\ 0 y v�v�_ ze-zmz PE AfPfG P f5510N9L EN6 MEED DdiE CITY OF BAKERSFIELD 1501 TRO%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 P,1.,d by: RB TRACER WIRE { Y \ \ COLORED SLURRY CEMENT BACKFILL TOP OF CONDUIT1 1/2' C.O. (FIBER) dA- (Typ FOR 6) ¢e CONDUIT BASE SPACER 2" SAND PINIJAIVIt : BUILT T9GiJ%�� G 2•• 6• z" /MINIMUM MINIMUM MINIMUM /DETAIL A re f r ) al approval formation LIGHTING AND SIGN CONDUIT SPACERS ME) ILLUMINATION (COMMUNICATION CONDUIT PLACEMENT DETAILS) NO SCALE E-19 Revie.on: Dore: oescrl +ion: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. ezlC 013.,Ig Michael Seo ries WESTS/DE PARKWAY - PHASE 6C Jab No.: En ginee�: T9WP6l .Innn K;m C/TY OF BAKERSF/EL D, CALIFORNIA rneenea by: 09/28/2012 Ben MOSCOrdO PUBLIC WORKS DEPARTMENT USERNAME =:USER .... U m o6N FILE _> 19 S-1 7R COMMUNICATION PULL BOX NOTES: O GALVANIZED CAST -1N ANGLE FRAME. O TWO PIECE TRAFFIC RATED COVER WITH PICK SLOTS AND BOLT DOWN HOLES. GALVANIZED AFTER FABRICATION. O3 6' DIAMETER DRAIN HOLE. LOCATE AT CENTER. O 3/4" DIAMETER PULL IRONS (4 Ea) O4° DIAMETER KNOCK -OUTS. (16 EAI B ALL BOLTS AND MOUNTING HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL. GENERAL NOTES: 1. PULL BOX DESIGNED IN ACCORDANCE WITH AASHTO H-20-44 TRAFFIC BRIDGE LOADING USING A V MPG COMPRESSIVE STRENGTH ASTM A-706 STEEL REINFORCEMENT PER CALCULATIONS. 2. PULL BOX TO BE PLACED ON A 6' BASE OF CRUSHED ROCK. 3. EACH COMMUNICATION PULL BOX SHALL COME WITH 2 SETS OF BOLT / LID REMOVERS. ------------ -�1° u.l� SiEPF➢ P ES51i//�E� P repo reO so r: CITY OF BAKERSFIELO 1501 TRUXTUN AVENUE BAKERSFIELO CALIFORNIA 93301 P re va red cy: A=-C.OM CONTRACT No. _Zf'�� C.C.A. DATE_ R.E.NAME1/LG. R.E. 5ignatur r 'nal approval of AS -Built information ® ® v POBLIQUE LIGHTING AND SIGN VIEW ILLUMINATION (COMMUNICATION CONDUIT 6 PLAN PULL BOX INSTALLATION DETAILS) NO SCALE E-20 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. ie Name: Oravn: 56Co0020.p1 MicnOei Searles WESTS/OE PARKWAY - PHASE 6C Na.. °NI° CITY OF BAKERSFIELD, CALIFORNIA oe 111 T9WP6C John Kim Dare: Cneoneo oy: 094F8/2012 Ben MGscara0 PUBLIC WORKS DEPARTMENT uSE XN dME =)USER -11,1111, GGN [ILF -> 0\6002]955_rso_oco\mue\elen \s �aet \s 6c \S6 CuaGY O.oIo iZ.Z)-i/a 7" ta'• ® to'• r' ------------ -�1° u.l� SiEPF➢ P ES51i//�E� P repo reO so r: CITY OF BAKERSFIELO 1501 TRUXTUN AVENUE BAKERSFIELO CALIFORNIA 93301 P re va red cy: A=-C.OM CONTRACT No. _Zf'�� C.C.A. DATE_ R.E.NAME1/LG. R.E. 5ignatur r 'nal approval of AS -Built information ® ® v POBLIQUE LIGHTING AND SIGN VIEW ILLUMINATION (COMMUNICATION CONDUIT 6 PLAN PULL BOX INSTALLATION DETAILS) NO SCALE E-20 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. ie Name: Oravn: 56Co0020.p1 MicnOei Searles WESTS/OE PARKWAY - PHASE 6C Na.. °NI° CITY OF BAKERSFIELD, CALIFORNIA oe 111 T9WP6C John Kim Dare: Cneoneo oy: 094F8/2012 Ben MGscara0 PUBLIC WORKS DEPARTMENT uSE XN dME =)USER -11,1111, GGN [ILF -> 0\6002]955_rso_oco\mue\elen \s �aet \s 6c \S6 CuaGY O.oIo iZ.Z)-i/a --------------------------------------------------------------------------------------------------------------------------------- NOTES: (FOR THIS SHEET ONLY) 1. 90 DEGREE SWEEPS/BENDS WILL NOT BE ALLOWED UNLESS NOTED ON THE PLAN SHEETS. CONDUIT KNOCKOUT TYPICAL HED ROCK SUMP SECTION A—A SECTION B— B 0 EDGE OF SHOULDER A -aK— 0 N*��°ilmeua'° f PF/�ESSIMAL sXG P re po red for: CITY OF BAKERSFIELD 1501 TRUZTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P cepa �¢dww b --y: AECOM AS CONTRACT No. Tc1li/% Pz l' I C.C.A. DATE `t-/3 �-- 3-1 1/2' C. FUTURE - COMMUNICATION CONDUITS 3a vz" C. FUTURE LIGHTING A N D SIGN COMMUNICATION CONDUITS A ILLUMINATION (COMMUNICATION CONDUIT PLAN PULL BOX INSTALLATION DETAILS) NO SCALE E-21 m.e: Desc rl *1 on: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FJe Name: Drawn: S6Cuc02l.p1 Michael Searles WESTSIDE PARKWAY - PHASE 6C EnDlneer: CITY OF BAKERSFIELD, CALIFORNIA � T9WP6C Jahn Kim - DO*a: me=naa Dy: PUBLIC WORKS DEPARTMENT 09/28/2012 Ben MascartlO --------------------- ._._--- ___-.-------------------------------------- .. _... 14.0-110 11/2' C Typ HED ROCK SUMP SECTION A—A SECTION B— B 0 EDGE OF SHOULDER A -aK— 0 N*��°ilmeua'° f PF/�ESSIMAL sXG P re po red for: CITY OF BAKERSFIELD 1501 TRUZTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P cepa �¢dww b --y: AECOM AS CONTRACT No. Tc1li/% Pz l' I C.C.A. DATE `t-/3 �-- 3-1 1/2' C. FUTURE - COMMUNICATION CONDUITS 3a vz" C. FUTURE LIGHTING A N D SIGN COMMUNICATION CONDUITS A ILLUMINATION (COMMUNICATION CONDUIT PLAN PULL BOX INSTALLATION DETAILS) NO SCALE E-21 m.e: Desc rl *1 on: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FJe Name: Drawn: S6Cuc02l.p1 Michael Searles WESTSIDE PARKWAY - PHASE 6C EnDlneer: CITY OF BAKERSFIELD, CALIFORNIA � T9WP6C Jahn Kim - DO*a: me=naa Dy: PUBLIC WORKS DEPARTMENT 09/28/2012 Ben MascartlO --------------------- ._._--- ___-.-------------------------------------- .. _... 14.0-110 ELECTROLIER (TYP) �RENFRO ROAD ("C" LINE) 2"C MT (SPARE) 6'C MT (ELECTR]CAPG&E) c�2x 2"C, fitt8, 1#e (G) IN SUPERSTRUCTUREBR T CT I & _ (SE BE SEE SUTUR4 (PLANS FOR pEILS. R � I I I I f I 1 1 I 2't MT (TRAFFIC SIC) TYPICAL SECTION Westside PKWY "A" Line) 2 C, 6 B, 1#5IG) 2•'C, 4#8 1#8 (GI (SE6-1,2,3) f ,J,SE2� 1 i 1 (SPARE) I ( 2"C MT 1 t { (SPARE) FOR CONTINUATION FOR CONTINUATION l ( : PDT IN SIDEWALK iI Ty 1 SEE SHEET E-fi SEE SHEET E-6 f 2••C, 1#B (GI 2"C, 6#5, 1#8(cl " 1 f { ;�iE6-1) U (SE6-1,2,3) pl 2••C MT (TRAFFIC SI C)J C L C l CC L 2"C MT (TRAFFIC SIC) (2) 6••C, MT II OC 24+61 31 C 25+18 2C 25+75 gp 26+23 26+71 4C SE6-2 SE6-3 SEG -2 SE6-3 SE6-2 1 (ELECTRICAL, E- &E1 �_ 12) RI% MT IN BRIDGE CTRIC SUPERSTRUCTURE { �—--CELECTRICAL, PG&E) �CE RenPrG Rd OC _ 2• IN BRIDGE SUPERSTRUCTURE STRUCTURE APPROACH SLAB (SC, fi#8 1#g (G)-- — — — - — E6-1,2,31 { ('C" Line) ( Y� STRUCTURE APPROACH SLAB 4••C MT (Tel, AT&T) + I 4 C MT (Tel, AT&T) 4"C MT (CABLE TV1 4"C MT (Tel, AT&T) AS CONTRACT No. 79Gy���' PWX C.C.A. DATE Z/ R.E. NAMEJ�7. -13 20/5— ®� v R.E. Signature A. `• of As -Built information e}�fl[L1AK4 or' xE scXco ax lsslaxu eramccu 2••C,-2,3 4#g (SE6 I#8 (G) p......tl for: CITY OF BAKERSFIELD 1501 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 Pr'eparatl by: m—mm 4"C MT (CABLE TV1 4"C MT (Tel, AT&T) N 4 C MT (CABLE TV) 24+64 25+22 25+78 26+26 261741 4 C MT (CABLE TV) �I ISE6-3 SE6-2 SEG -3 SE6-2 5EG-3 .. .— J SC = 6C 7C I y1 F� V d (SE6 2, 3j 1#BIG} - c! lie — FOR CONTINUATION SEE SHEET E-6 .'- PH IN SIDEWALK f = 2G, 4" 1#e(GI1, _ �Y LIGHTING AND SIGN (TYP) 2 C, 4#811tt8 (G) (SC 2,3) - �— ILLUMINATION 2"c, 2,3 1#8 (c) PLAN (SE62-6, 'tte 101 (STRUCTURE ELECTRICAL) (5Efi-2,3) RENFRO ROAD ��ff e: Descr r�on: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. SCALE: 1"= 20' E-22 -- S6000022.pfg Michael Searles WESTB/DE PARKWAY - PHASE 6C roe no.. ""n"r: T9WP6C JDnn Kim CITY OF BAKERSF/EL D, CALIFORNIA Dme: cr�cxea ey: PUBLIC WORKS DEPARTMENT 09Q8/2012 Ben Mascarda usaxnue aussx=sacra asm Dery nLe => rnemz3rss wsa oen�coeeseiemssr�rsssc seaooaz.oia . _ _ . __ AS CONTRACT No. 79Gy���' BUILT C.C.A. DATE Z/ R.E. NAMEJ�7. -13 20/5— R.E. Signature inal approval of As -Built information N 4 C MT (CABLE TV) 24+64 25+22 25+78 26+26 261741 4 C MT (CABLE TV) �I ISE6-3 SE6-2 SEG -3 SE6-2 5EG-3 .. .— J SC = 6C 7C I y1 F� V d (SE6 2, 3j 1#BIG} - c! lie — FOR CONTINUATION SEE SHEET E-6 .'- PH IN SIDEWALK f = 2G, 4" 1#e(GI1, _ �Y LIGHTING AND SIGN (TYP) 2 C, 4#811tt8 (G) (SC 2,3) - �— ILLUMINATION 2"c, 2,3 1#8 (c) PLAN (SE62-6, 'tte 101 (STRUCTURE ELECTRICAL) (5Efi-2,3) RENFRO ROAD ��ff e: Descr r�on: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. SCALE: 1"= 20' E-22 -- S6000022.pfg Michael Searles WESTB/DE PARKWAY - PHASE 6C roe no.. ""n"r: T9WP6C JDnn Kim CITY OF BAKERSF/EL D, CALIFORNIA Dme: cr�cxea ey: PUBLIC WORKS DEPARTMENT 09Q8/2012 Ben Mascarda usaxnue aussx=sacra asm Dery nLe => rnemz3rss wsa oen�coeeseiemssr�rsssc seaooaz.oia . _ _ . __ FOR NOTES AND SCHEDULES SEE SHEET E-24. GET- FOR ee..Sal 06p WILLIAM SUN `` C5]6fi4 06, ORI LEGEND se 'plza1n3 o9 _ AS BUILT ""` —� 02 a EXISTING MAGNETIC VEHICLE ICL€ DETECTOR 'Ta �aW4"' 01 a CONTRACT No.--r9 k) C C.C.A. DATE�} - /3-2-L? S C 09-28-2012 EXISTING PHASE DIAGRAMyy�� //�� GISTERED FRorzaslorm ENGINEER 11sGI W111(t DATE STEADY DEMAND SEQUENCE_ R.E. NAME M 6 - Pupa gab +or. 4160 (E)(T) CITY OF BAKERSFIELD (E) T) 1501 TRUXTUN AVENUE 06p 2"C, 1 DLCGE BAKERSFIELB CALIFORNIA 93301 TO 06 06� 104 Preporetl by: 02 ✓J qm=R.E. Signature oraIA Iapproval „„�N„PoL,,„,,DV„E.,n7W 02P o nm0 o Raw `cA 01 s; Tss m of As-Built information m.� "D .R) s;,o PROPOSED PHASE DIAGRAM q 4I8u z-Q D STEADY DEMAND SEQUENCE_ CB H_1t-, 418E t^ g BARRICADES WITH R991CA) E X98 Exist 2'C, 5 DEC, 6414 —. .%� _ ExistvTYPE PED AI,'� C 06 P j'-, C O -6J XL9 Exist 2'C - — 1]8' TOLIMITLINE— Y — —x-345' TO L7MIT LINE C, 2 DLC NEI SHEET BARRICADES WITH R49(CA) Exist 2 Ti — 6 - - _ _ TT_ . r;..., 0 06P l6J4L _ -- ,1 6J2L L- 4+L'-06 ` 1 6J2ui 4, —revtl \ —_ LINE ALLEN R73 6(CA)—P ,101 l 1It ROAD —_ y — H�i — _3 4—” 25 -- - - 4 iPP 212u— — 02<q}_ 212E _ — )� BARRICADES I PTH R49(CA) 8 evtl�LL S E S BE I SEE Exist DEC 2 Exist 02. �d:1E_25 '; ;. 5 Ex15+ 3 C: 2 �.,.,_—(E)r1II SHEET EEE —---_—_—_ 213L= — 6 .01 RT3-3(CA) 3 1 .SIC E E + 2 C, —_ — 3� X _ �3}`_� 8 0 04 �Y;, 1 DEC SEE m4 O E st 2'C, DEC 6 Exist 2'q 1 OLC(E ti6'TO LIMIT LINE xi Ex si TYPE 1 PEDESTN X02' �� \E) EVD - O 6 ES-9B Exist 3"C, 1 SIC SHEET E-25 E5-98 Exist 3"C, 1 SIC 345' TO LIMIT LINE BARRICADES WITH R49(CA) %y XY TO ALLEN RD/ / _ 1 WESTSIDE PKWY Exist 2 D,246(STG), 146(6)/Y'4�^y ! Exis+ 3"C, 1SIC WB Exist 2'D.2#8(LTG), 1#8(6) 2 Exis+ 3'C, 1 SIC Y�X © RAMP E (AP RAMP T50') �\ A ++ ` T oma SIGNAL AND LIGHTING T"W (ALLEN ROAD AND `� z�F WESTSIDE PARKWAY EB RAMP) T" g SCALE: 1"=20' THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. E-23 evislon' Dcte: le rvome. Rfsscuo023 R. Woo WESTSIDE PARKWAY - PHASE BC ano rvn.: eng mee�: rvwv6c a. woo C/TY OF BAKERSFIELD, CALIFORNIA ` e... Wtl ° PUBLIC WORKS DEPARTMENT DO�e 09-28-2012 `n SUN x 12.5-V8 CONDUCTOR SCHEDULE CABLE�1 I 1 VEH SIG MTG 1 PPI NOTES: ®®®®®®®®®®®® SPECIAL REQUIREMENTS Gy = C R Q 61-5-100 .�' 09-28-2012 O SEE SHEET E-9 AND E-15 FOR SERVICE EQUIPMENT ENCLOSURE DETAIL. - RERRTEREPPINIL5510NUPHEINEEN PLANS APPROVAL GATE F2 EXISTING MODEL 2070 CONTROLLER ASSEMBLY AND BATTERY BACK UP Prepared TO,,: - - SYSTEM. -© Q OEKERSFIE LD [3 INSTALL SIGN ON MAST ARM AS INDICATED. VENUE I5p1 TFUXTUN AVENUE 50 4. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED. BAKERSFIELD CALIFORNIA 93301 lA - Prepared Ul: 5. INSTALL No. 5 PULL BOXES AS NECESSARY TO MAINTAIN 200' SPACING. 29-5-100 35' _4VMcsoLOxeroLV lxa.Oa"i; �� SP -1-T ��®�®�xy�xy��,,,N�,N,GpylpyNyNylg1qryryli nzrO 1A - - - TV-1-T(N) - 2 19-4-100 <%N.1111 -x R185Gr65 30'(N) 12' MASON) POLE AND EQUIPMENT SCHEDULE 2 Allen Rd HERto- - ��■■■■■■■M■ ��©00e©000© ��aaaaoaaao ��aaaaoaaao ��00000aaa© ��000noaaao ���000noaaao I aaaaaaaaa I aaa000n®® ALL CONDUITS, CABLES, CONDUCTORS, AND DLC ARE EXISTING, UNLESS OTHERWISE NOTED. (N) NEW THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. ALL EQUIPMENT IS EXISTING, UNLESS OTHERWISE NOTED. IN) NEW CONTRACT C.C.A. DATE `lam/ SIGNAL AND LIGHTING .E. Signature fo fi approval (ALLEN ROAD AND As -Built information WESTSIDE PARKWAY EB RAMP) (NOTES, POLE AND CONDUCTOR SCHEDULE) NO SCALE E-24 Tile rvome. wn. s5Cuo0z_a G a. woo WESTSfDE PARKWAY - PHASE 6C rvo: Eng Kneen D T9maec R. woo CITY OF BAKERSF/EL D, CALIFORNIA �OOie, _ o „ �`ne`kee,o>. PUBLIC WORKS DEPARTMENT STANDARD VEH SIG MTG PER MTG PPI NOTES: (FOR SHEET E-23) SPECIAL REQUIREMENTS Gy = C R Q 61-5-100 .�' 09-28-2012 O SEE SHEET E-9 AND E-15 FOR SERVICE EQUIPMENT ENCLOSURE DETAIL. - RERRTEREPPINIL5510NUPHEINEEN PLANS APPROVAL GATE F2 EXISTING MODEL 2070 CONTROLLER ASSEMBLY AND BATTERY BACK UP Prepared TO,,: - - SYSTEM. -© Q OEKERSFIE LD [3 INSTALL SIGN ON MAST ARM AS INDICATED. VENUE I5p1 TFUXTUN AVENUE 50 4. ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE NOTED. BAKERSFIELD CALIFORNIA 93301 lA - Prepared Ul: 5. INSTALL No. 5 PULL BOXES AS NECESSARY TO MAINTAIN 200' SPACING. 29-5-100 35' _4VMcsoLOxeroLV lxa.Oa"i; SV -1-T SP -1-T - nzrO 1A - - - TV-1-T(N) - 2 19-4-100 <%N.1111 -x R185Gr65 30'(N) 12' MASON) POLE AND EQUIPMENT SCHEDULE 2 ALL EQUIPMENT IS EXISTING, UNLESS OTHERWISE NOTED. IN) NEW CONTRACT C.C.A. DATE `lam/ SIGNAL AND LIGHTING .E. Signature fo fi approval (ALLEN ROAD AND As -Built information WESTSIDE PARKWAY EB RAMP) (NOTES, POLE AND CONDUCTOR SCHEDULE) NO SCALE E-24 Tile rvome. wn. s5Cuo0z_a G a. woo WESTSfDE PARKWAY - PHASE 6C rvo: Eng Kneen D T9maec R. woo CITY OF BAKERSF/EL D, CALIFORNIA �OOie, _ o „ �`ne`kee,o>. PUBLIC WORKS DEPARTMENT STANDARD VEH SIG MTG PER MTG PPI gSNS SPECIAL REQUIREMENTS No. TYPE SMA LMA MgsT ROLE R Q 61-5-100 55 12' 2AMAS SV -1-T SP -1-T - Westsitle PkwyE.f1A - - -TV-I-TON) -© 15TS - 12' ---2 OO lA - -TV-1-T SP -1-T -Q 29-5-100 35' 12' 2 MAS SV -1-T SP -1-T - Westsitle PkwyEastQ 1A - - - TV-1-T(N) - 2 19-4-100 30'(N) 12' MASON) SV-1-iIN - 2 Allen Rd HERto- - ALL EQUIPMENT IS EXISTING, UNLESS OTHERWISE NOTED. IN) NEW CONTRACT C.C.A. DATE `lam/ SIGNAL AND LIGHTING .E. Signature fo fi approval (ALLEN ROAD AND As -Built information WESTSIDE PARKWAY EB RAMP) (NOTES, POLE AND CONDUCTOR SCHEDULE) NO SCALE E-24 Tile rvome. wn. s5Cuo0z_a G a. woo WESTSfDE PARKWAY - PHASE 6C rvo: Eng Kneen D T9maec R. woo CITY OF BAKERSF/EL D, CALIFORNIA �OOie, _ o „ �`ne`kee,o>. PUBLIC WORKS DEPARTMENT FOR NOTES AND SCHEDULES SEE SHEET E-26. 06, o—� 02 02p EXISTING PHASE DIAGRAM STEADY DEMAND SEQUENCE_ LEGEND EXISTING MAGNETIC VEHICLE DETECTOR Ist TC, 2 DLC Exist Z"C, 1 DLC 06�— 06t— 08 08 —0z 02P 01 PROPOSED PHASE DIAGRAM STEADY DEMAND SEQUENCE_ AS BUILT CONTRACT No. _" w f d C C.C.A. DATE -/ - / 3 -21-01-5— R.E. 2015R.E. NAME � (,� Q R1. Signature f f' al pproval of As -Built information R c SHEET E-23 SEE SHEET E-23 - \ X Ex TYPE BARRICADES 1 PEDESTRAIN WITH Rt(CA), O 1 i� - — F-22 - - TIL i?osi i'ss 8150 5+ TYPE I PEDESTRAIN wuuaN 9 OR �cs7664 12/31/13 i Ex si 2"C, Exis+ 2 C 2 DLC \E) I 08 Pf4111EXE0 PPOfESSIdYL FXGINEEP PLPXS PPPXOVPL XPTE Praparetl for: m CITY OF BAKERSFIELD ff 1501 TRU%TUN AVENUE 08 08 6JAL ' - —-- 6J41J I R73-6(CA) PI SEE SEE T F R'.06 SE ER23T -23 "D" LINE ALLEN —1,j�01 rn 2140 1 2I2L 21AL T — 213U Exls+ 3'C, 1 SIC/ TO ALLEN RD/ WESTSIDE PKWY EB RAMP Exist 2"C, (APPROX. 750') 1 DLC L. F,_ 345' TO LIMIT LINE (E7� Exist 2 C 2 DLC 213L Exlst 3'C, 176' TO LIMIT LINE Ex! s+ TYPE I PEDEST9 BARRICADES WITH R49( THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. 02� 9 -- vd 1 R3-1 8 CA Exist TYPE 1 PEDESTRAIN - BARRICADES WITH R49(CA) c\ 606'© 333'TO L IMIT)LINE EXist 3'C, Exist 2"C, 2tt8(LTG), IUB(G) 1 SIC 3 - 2 Exist 2"C, 2tt6(SI G), 1tt6(G) 7Ex s+ 3'C, 1 SIC V� ORA- Exist SC, 1 SIC v`. t ( is - 8JBU BOO BE BE W xo 8J10.8J1L w- oma N SIGNAL AND LIGHTING (ALLEN ROAD AND WESTSIDE PARKWAY WB RAMP) (E) (T), (E) (T) 8J6U SCALE: 1"=20' E-25 File Nome:N avn: -- s8CU,025 R. woo WESTSIDE PARKWAY - PHASE 6C i1b N- E„e1,ee/: T9wP6c A. WOO CITY OF BAKERSFIELD, CALIFORNIA cneoXeo or. 09-28-2012 W. SUN PUBLIC WORKS DEPARTMENT 0'8 12.5-178 ^—`v n bX.11,.11. /sury XELWIN,XFPPEC4 TIL i?osi i'ss 8150 5+ TYPE I PEDESTRAIN wuuaN 9 176 TO LIMIT LINE �cs7664 12/31/13 CIVIL Ex si 2"C, Exis+ 2 C 2 DLC \E) 1 DL 09-28-2012 Pf4111EXE0 PPOfESSIdYL FXGINEEP PLPXS PPPXOVPL XPTE Praparetl for: CITY OF BAKERSFIELD ff 1501 TRU%TUN AVENUE SAKERSFIELD CALIFORNIA 93301 6JAL 02� 9 -- vd 1 R3-1 8 CA Exist TYPE 1 PEDESTRAIN - BARRICADES WITH R49(CA) c\ 606'© 333'TO L IMIT)LINE EXist 3'C, Exist 2"C, 2tt8(LTG), IUB(G) 1 SIC 3 - 2 Exist 2"C, 2tt6(SI G), 1tt6(G) 7Ex s+ 3'C, 1 SIC V� ORA- Exist SC, 1 SIC v`. t ( is - 8JBU BOO BE BE W xo 8J10.8J1L w- oma N SIGNAL AND LIGHTING (ALLEN ROAD AND WESTSIDE PARKWAY WB RAMP) (E) (T), (E) (T) 8J6U SCALE: 1"=20' E-25 File Nome:N avn: -- s8CU,025 R. woo WESTSIDE PARKWAY - PHASE 6C i1b N- E„e1,ee/: T9wP6c A. WOO CITY OF BAKERSFIELD, CALIFORNIA cneoXeo or. 09-28-2012 W. SUN PUBLIC WORKS DEPARTMENT 0'8 12.5-178 ^—`v n bX.11,.11. XELWIN,XFPPEC4 TIL i?osi i'ss 8150 5+ TYPE I PEDESTRAIN RICADES WITH ft49(LA) 176 TO LIMIT LINE Ex si 2"C, Exis+ 2 C 2 DLC \E) 1 DL —C - 1 ff 6J3U QI 6JAL }�6J2L GJ2U 6J41J PI 02� 9 -- vd 1 R3-1 8 CA Exist TYPE 1 PEDESTRAIN - BARRICADES WITH R49(CA) c\ 606'© 333'TO L IMIT)LINE EXist 3'C, Exist 2"C, 2tt8(LTG), IUB(G) 1 SIC 3 - 2 Exist 2"C, 2tt6(SI G), 1tt6(G) 7Ex s+ 3'C, 1 SIC V� ORA- Exist SC, 1 SIC v`. t ( is - 8JBU BOO BE BE W xo 8J10.8J1L w- oma N SIGNAL AND LIGHTING (ALLEN ROAD AND WESTSIDE PARKWAY WB RAMP) (E) (T), (E) (T) 8J6U SCALE: 1"=20' E-25 File Nome:N avn: -- s8CU,025 R. woo WESTSIDE PARKWAY - PHASE 6C i1b N- E„e1,ee/: T9wP6c A. WOO CITY OF BAKERSFIELD, CALIFORNIA cneoXeo or. 09-28-2012 W. SUN PUBLIC WORKS DEPARTMENT 0'8 12.5-178 CONDUCTOR SCHEDULE CABLE SCHEDULE PED CONDUIT RUN NUMBER AND SIZE IPS WM CABLE?" TYPE POLE PHASE SMA 4 3' 3" 3' 6 3" 3" ] 2-3 VEH-PED ® 1,6,8 2 2 2 - - 250W 12CSC O 6,8 45' 12' 2 MAS SV -2 -TA - - - © 2,2P - © 26-4-100 40' 12' MAS SV -1-T (D e 25OW Westside Pkwy West y _ O 1A - - - TV -1-T 2 2 —� 1 1 1 PPB O 1,2,2P - - - 1 1 1 1 3C SC TOTAL 2 3 4 1 1 1 2 z 2 6 AWG CIRCUIT - - 250W - - 410 LIGHTING 2 2 2 2 2 2 - DETECTORS -DLC PHASE 01 02 - - - 5 5 5 5 02M MID - - - 1 1 1 1 02 ADV - - - 1 1 1 1 06 - 4 4 _ _ _ q 06M MID - 1 1 - 4 1 P TOTAL - T E77 19 INTERCONNECTEVD CABLE 1 2 3 ALL CONDUITS, CABLES, CONDUCTORS, AND DLC ARE EXISTING. THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. C NOTES: (FOR SHEET E-25) [I]SEE SHEET E-4 AND E-16 FOR SERVICE EQUIPMENT ENCLOSURE DETAIL.. [2 CONTRACTOR SHALL FURNISH AND INSTALL MODEL 2070 CONTROLLER ASSEMBLY AND BATTERY BACK UP SYSTEM. [3 INSTALL SIGN ON MAST ARM AS INDICATED. [A]CONNECT DEC FOR DESIGNATED LOOP TO THE DETECTOR SENSOR UNIT IN THE CONTROLLER CABINET. 5. ALL PULL BOXES SHALL BE No. STE) UNLESS OTHERWISE NOTED. 6. INSTALL No. SIE) PULL BOXES AS NECESSARY TO MAINTAIN 200' SPACING. ' " = C �" 09-28-2012 RIO11TLREO wRLE111w11 E.R.R PLANS APPROVAL DATE Prepared for: CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 POLE AND EQUIPMENT SCHEDULE AEC'{//n LINGO AN.31%p IXgORNC, v2P0 [i Isosl azs�seso ss rnmm�w anmom __ Ax Isosl ass -el sD STANDARD VEH SIG MTG PED PER IPS WM RSDS SPECIAL REQUIREMENTS No. TYPE SMA LMA uAIT A.DOLE D RROw ® 29-5-100 55' 12'MAS MAS(N) SV -2 -TA - - - 250W Westside Pkwy West © 26-4-100 45' 12' 2 MAS SV -2 -TA - - - 25OW Allen Rd - © 26-4-100 40' 12' MAS SV -1-T SP -1-T - - 25OW Westside Pkwy West y _ O 1A - - - TV -1-T - 2 —� - - - O 15TS - 12' - - - 2 i— 25OW - - 0 15TS - 12' - SV-2-T(N: SP -1-T - - 250W - - ALL EQUIPMENT IS EXISTING, UNLESS OTHERWISE NOTED. (N) NEW AS BUILT CONTRACT No. TE/ /0 F 6 G C.C.A. DATE Ll -/ 3 --2-0 /-5- R.E. NAMEgl. 9. .SR.E.NAMEg_9. i�4r, P.A112- R.E. Signature f r ffiial 4"w(gS, of As -Built information SIGNAL AND LIGHTING (ALLEN ROAD AND 3TSIDE PARKWAY WB RAMP) POLE AND CONDUCTOR SCHEDULE) NO SCALE E-26 iI. Name: Drown: s5cuo026 R. woo WESTSIDE PARKWAY - PHASE BC 1. r..: A. WOO CITY OF BAKERSFIELD, CALIFORNIA p1Qo9-2e-zmz Cn w.Nsume PUBLIC WORKS DEPARTMENT 12.5-116 FOR NOTES AND SCHEDULES SEE SHEET E-28. 1 � �01 Z212�U E11T)14U (E 0 2"C, 2 DLC ,/ . I�\ 4 0E ® ITI MOUNT AT tY to to (T) THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. REVIS 12.5-178 CCO No. 22 - Sheet 21 o XEET S EEiS /T�C 2 405' TO ss,y z z ]a6 i C.C.A. DA 2"C M LI IT NE LITOi „a`n LI IT 1 DLC b wuu s CS]664 Ws LINE 2'C, 6(TI� 4 2"C, 2 DLC 2"C, 2 OLC ;Z.E. `ignWASE bIAf6 AM f al approval N.T.S. ` Iz/n/In °�^z +�4a4Aa✓" ggE,W DEftffiP tft of As ----- EL OEND (E) (T) MAGNETIC VEHICLE DETECTOR Ob (STOCKDALE HIGHWAY 10 DATE 08 5 11/]/14 C� I fiJ2L 1 L6J211 .�A" 6JAL _ 09-28-20]2 4E415RPE0 PPVESSIfiXY GLIKEX PLPX] dPPINVdI LPTE 11 Prepared £or: {ypy 6J4U BAKERSFIELD, CALIFORNIA cM1SUN Scy: C W. PUBLIC WORKS DEPARTMENT CITY OF BAKERSFIELD 111U 9 I 1501 TRU%TUN AVENUE ✓ 8(E)(T) BAKERSFIELD CALIFORNIA 93301 Pre by= 81E)ITI Pared w—� 61K COXAu6T" FeE /�E� E. L,P4 EA LXIVE: R10 2 p16B0 ILJ n 9AR- 911fi] !EL ( ' �6-6650 Edp 1949 ]9fi-6150 • 2 2 8 9 VD i - 5 — — — 3 — — 4 — — REVIS 12.5-178 6(E)' S BU J T 12" R /T�C 2 61 Y 1211Y �3 i C.C.A. DA 2"C M R.E. NAF4E / _ G 12" G SIMU ANEOUSj IIILLL 12' CA I 06, 06 08 DETAIL "A" 2 DLC ;Z.E. `ignWASE bIAf6 AM f al approval N.T.S. ggE,W DEftffiP tft of As ----- EL OEND MAGNETIC VEHICLE DETECTOR SIGNAL AND LIGHTING (STOCKDALE HIGHWAY 10 DATE DESCRIPTIONS ND WESTSIDE PARKWAY) 11/]/14 ADD BIKE DETECTION LOOP. SCALE: 1"=20 E-27 F MOOPARKWAY - PHASE BC Engineer: F. W00 CITY OF BAKERSFIELD, CALIFORNIA cM1SUN Scy: C W. PUBLIC WORKS DEPARTMENT REVIS 12.5-178 12.5-178 CONDUCTOR SCHEDULE ALL CONDUITS, CABLES, CONDUCTORS, AND DEC ARE NEW. i THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. T CONTRACT No. AS BUI C.C.A. DATE y R.E. NAME/ L Signatu NOTES: (FOR SH ....,,p,AA r incl approval I]SEE SHEET E-3 ANiltE lO&Mb tgMSURE DETAIL. FI CONTRACTOR SHALLB—H �.1 TROLLER ASSEMBLY AND BATTERY BACK UP SYSTEM. �3 INSTALL SIGN ON MAST ARM AS INDICATED. F4 INSTALL R9 -3O SIGN ON POLE AS INDICATED. ❑5 NEW LUMINAIRES SHALL BE LIGHT EMITTING DIODE (LEO) CUTOFF TYPE EOUIVALENT TO 31OW HPS PER SPECIFICATIONS. 6. ALL PULL BOXES SHALL BE No. 5 UNLESS OTHERWISE NOTED. Y. INSTALL No. 5 PULL BOXES AS NECESSARY TO MAINTAIN 200' SPACING. POLE AND EQUIPMENT SCHEDULE //,D cc' 09-28-2012 RE615TERED fl E5510AL EN011EEB PLAX5 WPROVAL GATE P'.'o' d for: CITY OF BAKERSFIELD 1501 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 PfeP.I.dw by: u A EIM E I ux eaNeuAnxe, Ixe. Eu E COREY p41YE, XE1U OI AMOXO BAX. LA 911. TEL .amem,m nmemeo� v....wmm fAK 1909 ]96-B('90 I VEH SIG F I ' I PED xsm To PPB LED LUM (HPS EQUIVALENT) O RRON NN RSNS SPECIAL REOUIREMENTS No. TYPE SMA LMA LRM POLE ® 2GA-4-100 45' 12' 2 MAS SV -2 -TA - - - 31OW Stockdole Hwy _ EAST 29A-5-100 55' 12' MAS SV -2 -TA - - - 31OW o�_mmmmrmmflI,fmflI © 19A-4-100 25' 12' MAS SV -1-T - - - 310W - - �© 1A - 0maaI - TV -1-T aa®r - - - - - ® 21TSRE - 12' - SV -I -T - - - 31OW - - O 1A - o� - rmmmmmmm o� `PAIkNAmmmr PAF mm ��mmammmaa ©oa©®©os DETECTORS -DLC -mmmmmmam m•�moommmmo m•�Rmmmaa©© cm�mmmmmmmm ��mmmmmmmm o•�m©mamma© ��amaAvnA4 ��amaa�+ma+n� m•�aaa�ammaai ��aadalarallTrla� ��m©amnmmm ALL CONDUITS, CABLES, CONDUCTORS, AND DEC ARE NEW. i THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. T CONTRACT No. AS BUI C.C.A. DATE y R.E. NAME/ L Signatu NOTES: (FOR SH ....,,p,AA r incl approval I]SEE SHEET E-3 ANiltE lO&Mb tgMSURE DETAIL. FI CONTRACTOR SHALLB—H �.1 TROLLER ASSEMBLY AND BATTERY BACK UP SYSTEM. �3 INSTALL SIGN ON MAST ARM AS INDICATED. F4 INSTALL R9 -3O SIGN ON POLE AS INDICATED. ❑5 NEW LUMINAIRES SHALL BE LIGHT EMITTING DIODE (LEO) CUTOFF TYPE EOUIVALENT TO 31OW HPS PER SPECIFICATIONS. 6. ALL PULL BOXES SHALL BE No. 5 UNLESS OTHERWISE NOTED. Y. INSTALL No. 5 PULL BOXES AS NECESSARY TO MAINTAIN 200' SPACING. POLE AND EQUIPMENT SCHEDULE //,D cc' 09-28-2012 RE615TERED fl E5510AL EN011EEB PLAX5 WPROVAL GATE P'.'o' d for: CITY OF BAKERSFIELD 1501 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 PfeP.I.dw by: u A EIM E I ux eaNeuAnxe, Ixe. Eu E COREY p41YE, XE1U OI AMOXO BAX. LA 911. TEL .amem,m nmemeo� v....wmm fAK 1909 ]96-B('90 ALL LUUIYMLNI 1] NtW. R PER 2010 CALTRANS STANDARD PLANS ES -7A. RM PER PROJECT SPECIFICATIONS. SIGNAL AND LIGHTING (STOCKDALE HIGHWAY AND WESTSIDE PARKWAY) (NOTES, POLE AND CONDUCTOR SCHEDULE) NO SCALE E-28 WESTSIDE PARKWAY - PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT EEiiH5 STANDARD VEH SIG MTG PED xsm To PPB LED LUM (HPS EQUIVALENT) O RRON NN RSNS SPECIAL REOUIREMENTS No. TYPE SMA LMA LRM POLE ® 2GA-4-100 45' 12' 2 MAS SV -2 -TA - - - 31OW Stockdole Hwy _ EAST 29A-5-100 55' 12' MAS SV -2 -TA - - - 31OW Siock001e Hwy - © 19A-4-100 25' 12' MAS SV -1-T - - - 310W - - 1A - - - TV -1-T - - - - - - ® 21TSRE - 12' - SV -I -T - - - 31OW - - O 1A - - - TV -2_T ALL LUUIYMLNI 1] NtW. R PER 2010 CALTRANS STANDARD PLANS ES -7A. RM PER PROJECT SPECIFICATIONS. SIGNAL AND LIGHTING (STOCKDALE HIGHWAY AND WESTSIDE PARKWAY) (NOTES, POLE AND CONDUCTOR SCHEDULE) NO SCALE E-28 WESTSIDE PARKWAY - PHASE SC CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT EEiiH5 REVISION DATE DESCRIPTIONS ADD 04 PED HEAD AND PUSH BUTTOM 1� 5/7/14 FOR CROSSWALK ON WEST LEG. REVISE PHASE DIAGRAM AND POLE SCHEDULE. ADD 05 PROTECTED LEFT TURN FROM EASTBOUND STOCKOALE TO e NORTHBOUND HEATH. REVISE PHASE 11/]/19 DIAGRAM, CONDUCTOR SCHEDULE, AND POLE SCHEDULE. INSTALL BIKE DETECTION VISE LECEN LOCATIONS PERPNEWDSTRIPING LOOP O SIGNAL STANDARD (REFER TO POLE SCHEDULE) Q CONDUIT RUN (REFER TO CONDUCTOR SCHEDULE) 04f}- SIGNAL HEAD WITH PHASE # j] LUMINAIRE - MOUNTED ON SIGNAL STANDARD 12" R y PREEMPTION DEVICE OPTICAL DETECTOR (OPTICOM 711 - SINGLE UNIT) Y 12" Y o PULL BOX ® SIGNAL CONTROLLER !V- 12" G 9 ELECTRICAL SERVICE EQUIPMENT ENCLOSURE SIMULTANEOUS --- TRAFFIC SIGNAL CONDUIT 12 GA R3-4 REGULATORY SIGN - NO U-TURN R3-18 REGULATORY SIGN - NO LEFT AND U-TURN R9-30 REGULATORY SIGN - NO PEDESTRIAN CROSSING DETAIL "A" R9 -3b REGULATORY SIGN - USE CROSSWALK N.T.S. "J" LINE STOCKDALE HIGHWAY T (T) ?..L,2 DEC/ _ ----- 2"C,I DEC L 176' TO LIMIT LINE L345'TO LIMIT LINE 4IGUCCO No 022 - Sheet 23 4 `20 3 NO. SHEEiS ITIT� a v 1Y/31/II I utl ,3 C1 s z III . —_ souwox AS "PLT CONTRA //(J �� /' c !f). '�✓ dT 09-28-2012 o I cc ; L, // / �� RAISTEREO i E5510NAL ENOIKER PLANS —VAL DATE Ll 1L A�L{ IO U 20 40 P1e1a1ed Fal: R. y CITY OF BAKERSFIELD m 2"C,I DEC /'l ` 1501 TRU%TUN AVENUE BAKERSFIELO CALIFORNIA 93301 e�zzIII P,C,pp,.d by: '2&06 04 ux cxlluuLnWx, INC.¢ W 219ea E. co TI INC. Ano z .C. JIC�n f'Jf'Ef P I }� MA.LXm NAI,a Doss rov I il$I ii I909I 396-850 II J f As-Bui; �n a ion _ II918U SIGNAl PHASE DIAGRAM �I61 345' TO LIMIT LINE 2"C,1 DEC--,�I418L I L�— LINE176' TO LIMIT406 \2"C,2 DLC ism; 04P 06. - __ —_ -- _- -- _ - ?"C,I DLC _____-_ __-_-_-_-___ ' SP 1 ) _ - -_. 05 6J4U 16 / -- ._1'x6___ 12113-18 / 119-3b 12 ^6 6J41 1` 06 6 GJ31- 11 6J2 SCALE: 1"=20' E-20 Remamn: oma: Description: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. IFue uame, orU.n: s6Cua029 R. Bro0 WESTS/DE PARKWAY - PHASE BC Jab rvo.: Engineer: T9WG6C R, woa CITY OF BAKERSFIELD, CALIFORNIA D.+.: cneDKea Dr: PUBLIC WORKS DEPARTMENT 09-28-2012 W. SUN - _. _._ -- "'—q I- tW L "Al" LINE 1 _. _. S2 EV 12R3-4 _.:_ �. 2 "A2" LINE 1 12119-30 04 DETAIL "A" 1 04 _ — 2 ¢4P VD 04 02 (T) 1 4 02 12R9 -3a - _-_-_-_6IT) G -- 3-4 12\F3 2� lT) 5 - -- _- 1 © 3 R9 -3a12 SIGNAL AND LIGHTING SCALE: 1"=20' E-20 Remamn: oma: Description: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. IFue uame, orU.n: s6Cua029 R. Bro0 WESTS/DE PARKWAY - PHASE BC Jab rvo.: Engineer: T9WG6C R, woa CITY OF BAKERSFIELD, CALIFORNIA D.+.: cneDKea Dr: PUBLIC WORKS DEPARTMENT 09-28-2012 W. SUN NOTES: (FOR SHEET E-29) nl All equipment and materials shall be furnished by the contractor. ❑2 New 120V/240V Type III -CF W/100 amp, 120/240 volt, 2 pole main breaker. See E-2 and E-15 for service equipment enclosure Oe+all. ❑3 Pavement Markings and Striping Details on this plan are Known for reference only. Refer to the Pavement Delineation Pians for proposed striping improvements. ❑4 New luminaires shall be Light Emitting Diode (LED) cutoff type equivalent to 20OW HPSV per specifications. ❑5 All new signal indications shall be 12 inch. © Contractor shall provide Type 170 Controller with latest Bitran 233 Firmware and CDN modem model RM 404 and 322 Cabinet assembly. QRemove and salvage existing equipment. Oa salvaged material shall be delivered, by the contractor, to Wastewater Plant u2 of Mt. Vernon Ave. south of wy. 58. Contact Frank Young prior to delivery at (805) 326-3152. ❑g Pole location indicated on the "Pole Schedule" are approximate. Final location of the standards shall be as directed by the Engineer at the site. All utility locations shown are approximate onlyand represent the best information supplied by the various utility companies. Final responsibility for locating utilities in the field lies with the Contractor. it Existing sidewalk shall be removed and replaced cs necessary to complete all construction. Sidewalk may only be removed and replaced in complete panels. 12 Provide traffic sign mounted on mast arm/signal standard. (Type as indicated) . . •- LOC STANDARD ARM SIGNALS SIGNS REMARKS Ajf - 0�p xw?iuLK �o I>, A� o k', 00000■o�oo ® 19-4-100 J� SV -1-T SP -I -T 0 04 N HEATH ROAD ¢ STA NEW 19+29.4 59.6LT PREEMPTIdN OPTICAL DETECTOR ON MAST ARM Z5 MAS 1 12 R3-18 (MAST ARM), 1`19-3a (SIC. STANDARD) O IA - TV -2-T- SP W T N - ¢ STA 6+31.6, 57.5RT 6 ® 15 _ - - 06 - ¢ STA 6+20.5, SS.4LT ¢ STA 20+74.7, 40.71T QD 1A - TV -1-T SP -I -T 06 - - 12 R9 -3a (SIG. STANDARD) ZZ SV -1-T 9 -STA 20+67.3 26.BRT ® 24-4-100 3B HEATH MAS - - ROAD NEW PREEMPTIO}4 OPTICAL DETECTOR ON MAST ARM ■■■P='�.©ooh■�©�■ 1©R3-4 (MAST ARM), R9-30 (SIG. STANDARD) SV -1 ¢ STA 19+79.6 26.8RT MAST Q ALL CONDUITS, CABLES, CONDUCTORS AND DLC ARE NEW, ^1 0 Ill CONTRACT No. 2 4 i° 1, e__ ECAi4Aa-ALRUTT4 ATE �{ —1 -3 EYVI.C,lel LF, Signature or nal approval THIS F(0F6kfl%1 WORK ONLY. No. 14 - Sheet 9 of 14 W -D C .C, 09-28-2012 PEmSRMY PARI5104L URK. I -Ne xI.En.. oAil Prepared for: CITY OF BAKERSFIELD 1501 TRU%TUN AVENUE BAKERSFIELD CALIFORNIA 93301 UN 1. nuw„wfm i Xe'99IpMe[BB50 65 Y3lY POLE SCHEDULE LOC STANDARD ARM SIGNALS SIGNS REMARKS Ajf - VEHICLE xw?iuLK w si. x4wE smry ® 19-4-100 J� SV -1-T SP -I -T 0 04 N HEATH ROAD ¢ STA NEW 19+29.4 59.6LT PREEMPTIdN OPTICAL DETECTOR ON MAST ARM Z5 MAS 1 12 R3-18 (MAST ARM), 1`19-3a (SIC. STANDARD) O IA - TV -2-T- SP W T N - ¢ STA 6+31.6, 57.5RT 6 ® 15 _ - - 06 - ¢ STA 6+20.5, SS.4LT ¢ STA 20+74.7, 40.71T QD 1A - TV -1-T SP -I -T 06 - - 12 R9 -3a (SIG. STANDARD) ZZ SV -1-T 9 -STA 20+67.3 26.BRT ® 24-4-100 3B HEATH MAS - - ROAD NEW PREEMPTIO}4 OPTICAL DETECTOR ON MAST ARM 1©R3-4 (MAST ARM), R9-30 (SIG. STANDARD) SV -1 ¢ STA 19+79.6 26.8RT MAST Q 17-3-100 20 MAS - - - STOCKOALE HWY NEW PREEMPTIO}4 OPTICAL DETECTOR ON ARM 1® R3-4 (MAST ARM) © 2 SV -1-T SP -1-T N 04 N 04 N 1 ¢ STA 19+31.5, 2T.ORT 15 _ - I©R9-3a (SIG. STANDARD) ALL EQUIPMENT IS NEW. SIGNAL AND LIGHTING (HEATH ROAD AND STOCKDALE HIGHWAY) (NOTES, POLE AND CONDUCTOR SCHEDULE) NO SCALE E-80 B."WO WESTSIDE PARKWAY - PHASE OC e°1000 CITY OF BAKERSFIELD, CALIFORNIA e<kea eY: PUBLIC WORKS DEPARTMENT 12.5-178 r NOTES: (FOR SHEET E-29) F1 All equipment and materials shall be furnished by the Contractor. ❑2 New 120V/240V Type 111 -CF W/100 amp, 120/240 volt, 2 pole main breaker. See E-2 and E-15 for service equipment enclosure detail. ❑3 Pavement Markings and Striping Details on this plan are shown for reference only. Refer to the Pavement Delineation Plans for proposed striping improvements. ❑4 New luminaires shall be Light Emitting Diode (LED) cutoff type equivolent to 20OW HPSV per specifications. F5 All new signal indications shall be 12 inch. © ttll providey Type 170 Controller with latest Bitran 233 Firmware and GOT modem model RM 404 and 322Cabinet ❑7 Remove and salvage existing equipment. ❑8 All unused, salvaged material shall be delivered, by the contractor, to Wastewater Plant •2 at Mt. Vernon Ave. south of Fwy. 58. Contact Frank Young prior to delivery at (805) 326-3152. ❑9 Pole location indicated on the "Pale Schedule" are approximate. Final location of the standards shall be as directed by the Engineer at the site. E9All utility locations shown are approximate only and represent the best information supplied by the various utility companies. Final responsibility for locating utilities in the field lies with the Contractor. F1 -11 Existing sidewalk shall be removed and replaced as necessary to complete all construction. 12 Provide traffic sign mounted on mast arm/signal standard. (Type as indicated) 13 Type 26-4-100 signal pole and 45 -foot mast arm shall be furnished by the City of Bakersfield. Type 24-4-100 signal pole and 35 -foot mast arm shall become property of the City. CONDUCTOR SCHEDULE CONDUCTOR DLC 102 138 K 6 SERVICE C.C.A. DATE R.E. NAME] R.. E.. cSiignT}il unr{{eC THIS PLA OiLCL`URATE ARI'ELE approval REVISION DATE DESCRIPTIONS ARM SIGNALS ADD 04 PED HEAD AND PUSH BUTTON 17 5/7/14 FOR CROSSWALK ON WEST LEG. REVISE PHASE DIAGRAM AND POLE SCHEDULE. REMARKS ADD 05 PROTECTED LEFT TURN FROM '���WWii��WW -SEpAEp EASTBOUND STOCKDALE TO T WALR N DM NORTHBOUND HEATH. REVISE PHASE e 11/7/14 DIAGRAM CONDUCTOR SCHEDULE, AND 1252 S MAS T POLE SCIIEDULE. INSTALL BIKE 06 N DETECTION LOOP AND REVISE LOOP STA 19+29.4 59.61T NEW PREEMPT)ON OPTICAL DETECTOR ON MAST ARM 'NES LOCATIONS PER NEW STRIPING. I A l J A, A. X X A X �s- L 09-28-2012 REC15TLRED KAE551Mu ENmNETN FLANS AETHMAL DATE Pre paretl for: CITY OF BAKERSFIELD 1501 TRUKTUN AVENUE BAKERSFIELD CALIFORNIA 93301 ASE -C E DIMOE,fAIERNNM1C. RTO mAN9a DAN. GA 91TIE TAL .111 nmmnm nw,m,oi wwa.mmmn FAM 9Ds ]9fi-B150 POLE SCHEDULE ARM SIGNALS SIGNS Loc STANDARD REMARKS '���WWii��WW -SEpAEp VEHICLE T WALR N DM FO Si. NAME SIGN ® 19-4-100 1252 S MAS T SP -I -T 06 N HEATH ROAD STA 19+29.4 59.61T NEW PREEMPT)ON OPTICAL DETECTOR ON MAST ARM 'NES 1 12 R3-18 (MAST ARM), R9-30 (SIG. STANDARD) (9) to - TV -2-T SP -1-T N 04 // 06 - Q STA 6+31.6, 57.5RT - 06 - LL STP 6+28.5, 58.41T 2 qSTA 20,74.7, 40.71T IA - 'y SP- T 06 - - 12 R9 -3a (510. STANDARD) TE STA 20+67.3, 26.8RT ® 26-4-100 —2 'V SV -N- _ - _ HEATH ROAD NEW PREEMPTION OPTICAL DETECTOR MAST ARM y 1,9b A5 45 MAT MA 12 R3-4 (MAST ARM), R9-30 (SIG. STANDARD) STA 19+79.8, 26.8RT V 1-rL - - STOCKDALE HWY NEW PREEMPTION OPTICAL DETECTOR ON MAST ARM 12 113-4 (MAST ARM) Q 15 1 SV -1-T SPN T 0 0 Q G -STA 19+31.5, 27.ORT _ 12 R9 -3a (SIG. STANDARD) ALL EQUIPMENT 15 NEW. SIGNAL AND LIGHTING (HEATH ROAD AND STOCKDALE HIGHWAY) (NOTES, POLE AND CONDUCTOR SCHEDULE) NO SCALE E -SO R.-+00 WESTSIDE PARKWAY - PHASE BC R.. C/TY OF BAKERSFIELD, CALIFORNIA enea cr: PUBLIC WORKS DEPARTMENT usEFxsMC->NSENF DDN FILE _1 MEDUESu. 47 G 474 Legend 0 REMOVE EXISTING POLE X INSTALL NEW POLE A INSTALL 10 TRANSFORMER • RISER — S — SIFT 1/11A TPX SECONDARY IN 3' CONDUIT e„ METER - PG&E INSTALLED 1 METER APPLICANT OWNED/INSTALLED P.O.S. FOR ST LIGHTS APPLICANT OWNED/INSTALLED SPLICE BOK - , - APPUCANT OWNED/INSTALLED SERVICE CABLE ATTN: W & R COORDINATOR: CDNTACT PAUL COCHRUN FROM BRIGHTHOUSE NETWORKS AT (661) 634-2275 OR (661) 978-fi596 TO CCORWNATE TRANSFER OF CABLE N FACILDIES TO NEW POLE. 1 >< REPLACE POE 50'/50'-3 INSTALL BL NSTAUL R45ER NSTATL SECONDARY CABLE. 15 516481767706 120/240Y 10 EDS: 12 NVA VD: 2.62V 0 12KVA TRAFFIC 1090 2 100A MAIN Z 120/240v 10 LS3 LIGHTS I(V1000A O SCI: 1WOOA 1 METER � 2 - , - LOAD -4.90A SCI: 1000% _ Ld 0 O = -- IOf 15 516481767706 120/240Y 10 EDS: 12 NVA VD: 2.62V 0 12KVA TRAFFIC 2 100A MAIN Z 120/240v 10 LS3 LIGHTS I(V1000A O SCI: 1WOOA 1 METER 1004 MAIN 120/240/ 10 - , - LOAD -4.90A SCI: 1000% _ 2 METERS DG-2DM PRI DG -2.5 SEC 17'L O INSTAR SECONDARY CABLE DETAIL Blanket Permit}: 13-20001683 in the Cly/County 0f: city of Bakersfield u STOCKDALE HWY 50' 291' 2IKV 0 3-4/04 21KV ~ CN m 4/04 CN CCO No. 14 - Sheet 10 of 14 Type(s) of Work FX] New Business ❑ PG&E Maintenance & Construction [] NONE APPARENT In project dengn charges, concoct ADE) CONDITIONS APPLY: PERMITS []TAILBOARD ❑ OTHER (Pmvide odditional inf—floc on line below) sr. GENERAL NOTES: 1. APPI TO TRENCH, INSTALL CINVDUR/SUBSTRUCTURES & COMPLETE BAC(HLL/COMPACRON 2. TRENCH INSPECTION TO BE CALLED IN 48 HRS PRIOR. 3. METER SETS TO BE CALLED IN ARIER FINAL APPROVAL By CITY/COUNTY. GALL 1-800-743-5000. Underground Sonfw Alert mk 1mL m a � � INe YW)N WR qK YW W CONTRACT No. AS BUS-- C.C.A. DATE R.E. NAM- E. Signatur f nalopproval AS -Built inform GPS JOB COORDINATES LAT: 35.354722 LONG: -119.180802 12.5-178 i9 Lb Ln Ln O ir. N Y_ Z Q O U 0 O = -- IOf C/D U J U U L ¢ W W woo J U w W OF- of En 0 N w � Q Y Q Og m (2) m [n CD t�-1 L~il U fn � U Q Y_ CCO No. 14 - Sheet 11 of 14 Legend PROPOSED FACIRIIIES 10 BE INSTALLED UNDER PY131051261 ro ]-I/S16A MC 21W PIYRY GdIEPONDI— e \ BASIN NG rm/1Amx.a-Nn i s-Im loss � p AS BUILT ITRACT No. !gPROPOSED FACIIRIIES TO BE INSTALLED UNDER PM13105M A. DATE — /3 ZD/�" —.— :-I/OAEmPwCAazIXrulvGmlX6luLmaven m �- \s — 1/9 MSC ME IN 1' N911GYI IPI UNIT N Q NAME n1 G LUL/ �— R�� \ p unrun wwmna o Eevelrua le M 0 �Py `� nusrdREe u Im/usr r r nlru ERe mond � id �wo� Signature f fi I nppr I ;rotW1A 4K5 a 0 y OW AS -Built information to" PROJEC] WNWnp STAMP W V _ PMjf 31051261 TO BE WORKED ®x:.- - \ uwGwr mmm wmxRR_ _ PRIOR TO PM# 31056588 ❑PPtE Xemwe::.. s cen.lnKnaX �y m �+' Q MINDmS"a ®xoxE WPAnEM wmnN aro. �sw m.ma wd Q �' O VII a IS AYA A ❑ caN011o16 MnIX: YMAFmR NiTwe ❑vwwd E]... ❑Bmw �J ST C gIva nFCmmm Gnm N �� bf L� wO `f 3 15YA In X, dtLLlmnl51n1 AM) W/11/11 'FQ IXSOIL IBR W/11/11w IWARIn / mw VQ m 04 o d C •c emus mP Paom'C19LL i 1 1IC C IR - � — BINS I6C e 19C IF- ----------- ' xz mt IOOLm ] m ' mGR PRWAY CIIAF &.. -� a a m' ]-1/pA s1AY s-A/4Alip so' 34PA VEY 3 q IJNA d "/, d .. a .,. .,. Y. Q44`" O rr9J B$ P q2 � �C� @r / icp(74E *rw 9-4-0R-KAQF po141 s / sowa\ ee 3b— 0002 ds IIT: Rm mdRWlm Y q\ Q$pppp 35.3593 b.\A� ld@-119.1]19 GENERAL NOTES I. AIwIGm N= W utry itis Pm O Y mR GLwd — R. mmd wswRra ro w uum w APIves nmX. x REM wrsm w Gllm wArnX 6wu APlmYu fl m Lm/Cn1XR, GLL I -Pm -W -.mm. o 'b U Y U Lam-: � O � W � y m RAPTOR ARBA Y c Coa9tructleE Sketch � d- 21 KV V 9 a PIAL: 1913393 Si VST SEI ARV. 1 CNI: n[NfPo i a)1 IISYIAIdN p51RICC B Ed+nwB Ano Ix COR19510N ARW X MPES]OR d51PoC): � FRE MEA 12.5-178 WESTSIDE PAS _ �R FRAM , 1 HARBOR ISLE _ AS BUILT CID WRACT No.T P 6 G C. DATE �t 3 - eZa i � R.E AME/0. . i. R.E. Signature fof�al approval of As -Built information MADISON MICHELLE WY a 0 m K 8 w' flC x e WESTSIDE PARKWAY 9x � S sMIN9 Nc CD % wSWL1U WIN YfIFP .PIf I /41010 CS I= IM/2 091991 511: 10.[WI PAS_ 119/IASs,.r t&/3W SY 10 —� si/M 1FA xY1Fi5 MN. a m 9 ASNM 0 CCO No. 14 - Sheet 12 of 14 RAPTOR ARBA Cdd6lrvefiYn eket 21 KV flAI: 3986356 l9LT,Z Rp: sMrtUl 8)90 IN1 PEXf SUTAMN dShcCf: L INO MM t W0.Podd10AEl x MPE4ICR d51PMl: Sox FlPE MFA x _ Untleyrv�nudrs5 [rv4e A1. 60 ,ql fYR 8 „ PR.M CONNMNS STPMP nP•1•e er wom ® w fiudnm ❑MdE Nd�s-T tl CwWelbn P©NONE IPPMpT ry. py.vt emayi svgs, m.as� Xx� ❑CO ❑PE61Y15 MPLY: ❑iNl0N1i0 ❑O,XER cN..N. wax•.Y Im>m•e•e m �. aaaa m w8¢It [O]Rlw Neal w6'W/II 12.5-178 U tr � V ~ N p, rzn m p M z GENERAL NOTES: ¢ t n IflowJR/91ww0CNR6 N 2 RMH 09EINN M K W16 w N MH MIL amw Rls lxBIMI) xurtn nlW.wMWwW b rnr/SNXIY W11-900-HY.dW. Z m M o d a > �z I d a 0 10 RAPTOR ARBA Cdd6lrvefiYn eket 21 KV flAI: 3986356 l9LT,Z Rp: sMrtUl 8)90 IN1 PEXf SUTAMN dShcCf: L INO MM t W0.Podd10AEl x MPE4ICR d51PMl: Sox FlPE MFA x _ Untleyrv�nudrs5 [rv4e A1. 60 ,ql fYR 8 „ PR.M CONNMNS STPMP nP•1•e er wom ® w fiudnm ❑MdE Nd�s-T tl CwWelbn P©NONE IPPMpT ry. py.vt emayi svgs, m.as� Xx� ❑CO ❑PE61Y15 MPLY: ❑iNl0N1i0 ❑O,XER cN..N. wax•.Y Im>m•e•e m �. aaaa m w8¢It [O]Rlw Neal w6'W/II 12.5-178 U V ~ p, rzn m p M z GENERAL NOTES: ¢ t n IflowJR/91ww0CNR6 N 2 RMH 09EINN M K W16 w N MH MIL amw Rls lxBIMI) xurtn nlW.wMWwW b rnr/SNXIY W11-900-HY.dW. Z m m In U L� o d RAPTOR ARBA Cdd6lrvefiYn eket 21 KV flAI: 3986356 l9LT,Z Rp: sMrtUl 8)90 IN1 PEXf SUTAMN dShcCf: L INO MM t W0.Podd10AEl x MPE4ICR d51PMl: Sox FlPE MFA x _ Untleyrv�nudrs5 [rv4e A1. 60 ,ql fYR 8 „ PR.M CONNMNS STPMP nP•1•e er wom ® w fiudnm ❑MdE Nd�s-T tl CwWelbn P©NONE IPPMpT ry. py.vt emayi svgs, m.as� Xx� ❑CO ❑PE61Y15 MPLY: ❑iNl0N1i0 ❑O,XER cN..N. wax•.Y Im>m•e•e m �. aaaa m w8¢It [O]Rlw Neal w6'W/II 12.5-178 z AIO �All ��aaeDs� xx xx]ex¢, E CONDUIT BENDING RADII u arc r w' % 1• N' % s• xr re suds xs D Dlmn Dr]Xeuu urns I _ po xa J-51415 BO% DETAIL i�d'"�w6nkG°x�,q`v"o4°.53Fgd.A=.0 CCO No. 14 - Sheet 13 of 14 8 J B B fi9 ��6 e NTRACT No. A R.E. NAME ✓� T I�xx R.E. Signntw e f find approval ?� Q . of As -Built information wix.oe envx ,�( I '', 3 A f7� iOxk STOCKOALE HWY. is O I!? xnrm. (a -w non 0_ sPua eox oer. e 9 T_m . PM DETAye x IXS . A rP�XN>e�X NCV >xae P�oYEWC.CbLC OIC�ooNCF[. ¢IA mWxA. C LOAD DATA j�-•EC6Swi lewce�rm.VIRMYEP B'NMMnI f7� iOxk STOCKOALE HWY. is O I!? xnrm. (a -w non 0_ sPua eox oer. e IXS . A rP�XN>e�X NCV P�oYEWC.CbLC OIC�ooNCF[. LOAD DATA j�-•EC6Swi lewce�rm.VIRMYEP B'NMMnI ixneu mo xvX f 1, n] xeovr xw u vY n. Y„ eooe ooe R xvn onrz -Nal ie wco -mxP S xo, ones tm eouP� e]: Ne Y J-el.'%xW Na l[CFND xxxmc xip� L'I �, _.—u°�Pe�i`�d`uo'vi {aMixrfr01iu �"t'ePW�a�rfNunr "'"'.y'°�'°.] a3 Ce _rte 6tALL ]WM X xCaNR CNE �I.,... (nreuenx W IXar.p11-r ewwt4n .NCxp uno WLA.epRf.•8 _ _m— ]• r (Pure xwxm-pall ZZ aiif.i a _u— o Pm mwlr (Pu wttpl-ebxl C'PVC •LINIr.F CM.L x9I la NPM.AYI r0 )PCME 1XerNt fY Y'Y IBb MutE Cox 'ti y �• F A,. CI 'PYM:"'vx��x�"Pp°Yb..cosrut r x 1.- m PxoPpsN pYpYWxx MPF£PX�xCEx MNv4 ., APPLICANT TO TRENCH AND INSTALL THE FOLLOWING: f53' CONDUITS AS SHOWN. CALL 398-5711 TO SCHEDULE PG&E INSPECTION. ALLOW PG&E (2) WORKING DAYS TO COMPLETE YOUR INSPECTION REQUEST. 45-3p (5165346-67890) 120/208V 3PH. 4W. ESD=10 KVA Q 60%L.F. 15-10 (5165346-67889) 120/240V 1PH. 3W. CSD=9 KVA ® 18% L.F. J � T } Q a Lu 0 I-_ U) Lu E, 0 � 3/715AL 21 KV 1-4/OAL C.N.I PROPOSED REN FRO 4/OAL OPX SEC. 0 20 BRIDGE 'r.. UNDER -CONSTRUCTION 1 CCO No. 14 - Sheet 14 of 14 LEGEND — oa 3" PVC CONDUIT (PG&E CODE 01-6471) —sva INSTALL 4/OAL OPX SERVICE CABLE. (APPLICANT TO INSTALL 1-3" CONDUIT) w O v N SEE X5/16" DE IAILI L-A I DG (PRI.) J �� 5/16" DG (C.N.) SIDEWALK ___ I O'L I O'L Ail PG&E TO MOVE POLE ,ti6ry/ry, TWO FEET NORTH TO } AVOID NEW WET WELL. Q 2 .I O v p rn II H o Y a SIZE VERTICAL O/sva �'\ "✓PROPOSED co WET WELL n I W 3" 24.. sDl =ta,000a U) w=1.oa� w tV F - O in w C) DETAIL"A" a P= P'. 3 W w Y W N w ,x I� C) N J W 1 CCO No. 14 - Sheet 14 of 14 LEGEND — oa 3" PVC CONDUIT (PG&E CODE 01-6471) —sva INSTALL 4/OAL OPX SERVICE CABLE. (APPLICANT TO INSTALL 1-3" CONDUIT) w O v N 12.5-178 o CONDUIT BENDING RADII ,ti6ry/ry, W ' O v p rn O z H o 2 w a SIZE VERTICAL HORIZONTAL C-) o. 5"DEF. �y 310' 3" 24.. 36, } w tV F - O in w C) 7 12.5-178 ,ti6ry/ry, 0 C-) o. 5"DEF. �y 310' s o wr�r Z w tV F - O in w C) a P= P'. 3 W Y W N w ,x I� C) N J W RD. OF �=y C,::= m Q Ill TO o " N , < No. T= ��P� C' CONTRACT i�-==zr'>/ _ _ z � � R.E. NA i2_, C) c:) LL_ � Q R_ Signature f f al approval ofAs-Built information CCT.: RENFRO 2101 / PLAT NO.: 2926344,356 REF.JOB:30935330'12 z o SSD: SWITCH #2790 a o ¢ s can / ASYM.=6752a, m SYM.=5165a INSULATION DIST.=B 5 a it LIGHTNING DIST.=2 � � w= J VOLTAGE CLASS=1 N o w cai 12.5-178 Ppy s *nal antl Mechv'mM cal Requ .em anis as TM LEO lir ry ev 'Fele flicker +0 1M undid. eye p AND CON TR*^LCR s, [ AUXILIARY EQUIPMENT, i ContractorMII r'm ithi'P19 m c: ono etl •o r nig av Val e r specified Cases. ` ge rblo ni all fur n e�g oo ineY QusPam Dly facer a chi locaii anf°r ing 'ficasnall spec %e 0erailee Epui n ,poi a arras o°Clwp+er 2 IVa M1i r Contra Sign olra An x n0 rerm9nall ° ksshall mD pqu� v Y Sec rzn nthel°rE `. nD e } 5 thea Fa nd nt Deb in afore°Is samara nPlI Es -9a a Increase From on D a cls c tlad *en of o male or o lam socket rem. ming In place, am °r itnwf m°0 if icotion 1102 MV Yer Pualr cation: gE a� sty en°ph lir e v IVenic le i afflc o Signa Xedtls 1. 0 Might °f°3 eight o ucrng YEnd 'n C°mPaN piIITY ...person^on - d ;Ile° note c e peile founbarisns sM1oll lIsthe 5 h I,mount r t°nm res °eke 2i lin oalePs a°el be rtes tan ea Y° me ¢ Dore s m nal ee a er°ao ore a File m was s nes ur compo+thegble xirn oa mly u e pa co Wali perea uaea con an wap lin rm aid far r IY r n m Uy u w nc n es yen ores r 5 p7 ¢5115drop sr° c 1 ab sx egainng Tenant l am anb ^° sapp' aft pavmen hie me lner em—e. 7M moot mum p osteo Typet2 -.do a -all De 31Ds` ma b1.).ter EES cMp... one a eniicalf ions o QlMbevice s. lis 1. ReWhen kbps GUARANTEE. m( Control., shaft fa'nim a x re ° ^ 9a°r°nh ee r lily City e 2 -..I b se spot. t°ining o °m ponenis necem arY p`3 n r 0 cv m L ISI sal 1 opplr¢o + r theu a . o n ee' sysfgms hr off rL rove'�edtlhh r rpt Ins iI tilon v v I,2 m°eule soot.. n esquire mvv °f °i r° Vo eotl act ss the este. be Is5 le ss a ° ease Insralleti rrac+ {o rho f o year Oct. pe rips o a (1) r from r o Mif is ° wee lip lams s reflector. Tire name ° nsroll°'ion of Tnnr.'trap°I associated o it s A rrcwcern opo pl'tn puff ing fie gu° groper ly eL ages. He It YT 'III, ry e 2 mo`aule sn.li nor q ds ... ...I re fee nfetl miss Fu Ful mmmwC la C°mmiss nCIF CLiar, S rcgW treesThe Pat;_a Wool a¢ nc¢ T eepro m°Oe Dy a ns Doan eo tan e111e i, s r m`ams ing me ear-sr°I OREQUIREMENTSdarer of me a111ad on 1 these apeei°I I— el a. °To Iz chi A rine ec rano. noiseT .°Din eqr upland with + her 111 g The, eii follow ng specif icnl ° requirements oPoly The 12 i s nly, e, lora signs, m. porory ani tri ng`(ry pe to e swleBan aonvenren r nr a ° s M nKol of hls^gM °och Oo fE n a°°eared USo gas pec if lcallYy aper seaetl inning s ply .,,IN on tops.. giml pec ifroi ENVIRONMENTAL °u °fly v her poor is°°peneo. arni epg;ae u°t mee}unl specif icat iaa °f a in Sec'i°n 9.01 of iM L[Q signal m pe r hes f aperaiin LO a sh°I or u r s790°F n e ST Rllshal amp from In{Dm N.D., s s n°VL -in ..its OUP TE PuplimThe %. Loopier 2 IVenic le lr°Tfic amp r°Y a re res nae °f 9°C to +P9°[ 1+16YFLrihenm °pules sties meet °II ldd over rL hes Canal Si nal Heaor spec i UIs °n p i. PHOTO, vcum eel drawer lietin Mc*aile0 s a TM L140s M1oll D spread avos-n+M illumon°t a portion °f Me The EO°signal ages o Stoll lee against bus Iufe `Stas Mon., ° ard 11ion per f -"-e oa 250-1991`far°Types ole.1 imbi Paris a r hie A11 s ealugx cr nneciions xii kin }M 322 cabrneh shall Bec Forego ° aL tr highest tau v O..... c en . p c ponen s amerea in In--aai.w.le y apeciilm Yl on re0uiremenis apply }a IM 12 icyrocle ° CON aL RVC 110N STREET LIGHT BOB AOJu ENi. I dna w xisring sY IUS— v all gen r°I speClf is sties °pplY tally su percaee riwrion n iM EO Signa gr lla s Contained a moi f° eu oo a mobu a atljus 9Ir°01e arewce he oro 5-L eon}Oaf icati feM TO bicycle m eel' opQrm .nape ° sped Segal' �i nq Fret power pp lYa for hoe le Os,q ucf h Sanaa res scec ii °ns} 1 tlei°r a +speer M1°x Show tonal f sMllsmoke Me finalboard° r Ynl al tangs Oe* n Lnns+allvH s s- 1. a If lynr Cite Tom nes as olbni9ure° Ynei conf°crmance °f ing see. fittest o'. oaf act The cprcuil r Supp.* MII M ea in fM 0 a inges g overs a tlamagea earthy O xnC The ellumin°Tea jl wn e. Circuit p°aas shall Lonform LP°pier Ionsd ion 6-°fe The em r am °n0 c I furnished. vara fE as shall be spread evenly octose Me p o o Ip pity P°rrshi°n Electrical Ea W Pment Spec if icol'i ons °iM c a pi tea nc re sn°I protected from pedestrian Ya ff is ° en a Dly On ing p s rTh eLEe signal assembly for n mu of nr ee ¢aye e 12 in s Pr°Or° d V(s' ify (PVI deal 1° n n°I tampon °r o0equo a su fees ale 1111'AIN INE 1RAIFFIL. i Pont— iM v n r. qui OOply Y 12 ry PV only. a ea OPe�secee f�nd mac Mnlc°I shote °rnL sna atHa Ilam high inn an oY MOrO e °n0 m a is sf stand r ° er li h s, a r °g nh emeot eOf gen uPecii i10 ocOOVPIY a -ee In the n. s ur Leh to p safe orae ranfia n h hie e xi or fi0 n9 endangers x reel or an OnY s 1 gli"i roes mW le sg. Ia ivypen2 gest adagOne n City L°rpora ip Y In Tem xs hi 9nrfY IedW ° pr 9 mage TI VI isnot ing x iiM1 outm°aolrmiia ATEPIALS flogs o ino v e and their use xs o the req to rials uaea !or YM n signal module constructions II oonPorm ampaneOf. M1o11 rhe I "Manual e LEDs Stoll be sore.° evenly °cross the ma0ule. f ST. 1pec ifi Bli ons Io Mesm ° AE Pont— Into of r of Ta mr015-`wai axe In BID I o cd Mll`n°}a be 10 ea on of a nc losuresnc inure p ° iron O Hic Co Aigns,Cignhs old Dev¢eshf n Perth an`. of �1 12 a COn1a1 °f the signal {lamer .'sant materials. elgn0 Vpan gnway s," publQ sM1eb . e ate o rpe The T xirg specific To To the 12 Tne u e lis ex..uaea from this eq w,a..Dt.. III,, por 4p pl nes use of eve C's s a as s eelfled nb b oke module onthely spec. fimrions apply}Unless Spon finri yne Luperse n posts wit awkins MAL s p°IF and VaMal proof n assembly r 'q` ed ape ind a _I tieneLot 5 ad TO MOOVLEf IDENTIF ICAs 1pNa Co fr°c'nol'°lig.holt. Me 60eersflelf Fire Ispaftmeni informed IDs mMul atoll meet ° Ond s of pe r2x s `Ir num laate °of nm °tenth rag re 11 old OPi9hh e 0-1 O Poe`I "ifonoke arra um ger, nu PoCtua arlp an0 °s naen modules notify 1 Sa05e f n95.9uipme ni. gra rI "Pu. no aererm that ran as ro the cant°pm once ° r eaoi e nit of lin a per for m follvxing efnm OskMii Yee` ° I¢ .khan lin f sec nfi Ga Speafrc°M1 spec lis LM veer ing a ver ni ly m lin e orAm C n O n Standard ons, s a be Omenaea to read hras re0, c °be b, fi00 V,c 2a AWG mi nl`um, jocks RetlYw Goreof o e. modulee: r lee O`tegeo*4 r tl pox and geese. fellowsU n ing ' nal Elecb is 01 Ips "s t, ° elOne oe9 ire ou nr ing o n m°tlule shop TAPE COnsia ci tan °peati°ns shell as ° r03 e%ss only Defw gen iM vreed for -I ctr TOO c och c aiICe EO signal m le, C ee ani eSmgronb ° tat`pn v lin n Rermanea' r ^ olll f si nou 1be ingsr up Me 'u P" 0:30 O 9A0 p.m., Wad ay h rouGnrFripoy, ceph 1Age ll c o o Con s e 1 nvll1 m Sn ' q IengM ri inTLqui y rnq. m t sh ornate o an 0 ow, Orr °r �opl Where °perarr°ns o ell grog re ss6 a o + A.. Lose tw Ile of inI far so To C—pou— s, of e 51° ro Sega inns. Colo, OAoneE is 0s follows. 25°C gee col ^ ° of I ac 'Ogre public uni^c w° i Hong TYPE A PEDESTRIAN SIGNAL FACE (COMBINATION RAI SEO HPNO /WAL RINC PERSON notucn Idea s Wot. he f 01 pu otic pLei brown Function LOl 12.0 SECTtop) naen fen ave be to u e iM s if h - se ran yr f Iv ing spelWANT ians requiame pis v the Wo k' arson T ineguP ¢permitted m*i+etl°1 The The s `=Of a m.ynPar cal white C' ca an nl A general pec if icvi ions vpp y unless spec Jrwlly para eaetl r I ogees FinalAs 09-28-2012 p[msIERFn Pp.FEssIGxeL EUBINEEa PLaxs dPPR.vAL QAre thisn. .NERAL at ... 1.1 a aan.mm°a Dillon efuleIr °P m* 5°IpI of } oaf R°yt n9 gent Doges sgna mobels atoll 0 Signe n ing ° reelo e ing Poce1 of a O'Cial Un9`p ¢spec .etl In ee eepeo a pas Sege 99 a —. tae alpen ing ing vrk °M w Eep n Osl�nll, r +Tr¢goi amenia in I �E Pup Ann h sl pY M.` ( Jnr dX I llgnts6 n The LEDs s a e spread evenly across +M illuminated lis p°Tiws ° morale. nor n. e r Chapter 3 IP etl nnia roil°Sl gn°I O- ops e, lora signs, m. porory ani tri ng`(ry pe to e swleBan aonvenren IR E s.pLuminoir¢s shall oaf iM in Section 1. d sgneo a modules s°MII regwre v specific moan ing ° rent°Icon, 0 of p eand re tl pnlne ovist Bn-6.01, LIGHT EMITTING DIODE Lu IHAINEs'O°f Me Itunal Specifica+io°s we 'cline [a M1 enY° (bgme`rwn sole `ni Es gs Om{ 11 ` lis m PHOTOMETRIC REOUIREMEHTS rulr iw A-... t� FA pub £Ie ougM1 or naln. me° sea all be °testae in h px M p Each m.Pat ale Fwll oraean. eroye s e an s in lily apseroti vpv hie s "Poo antl 1 pull ° farualminC.E cal, Ikigng Pers ^ run C_lsr°n t"'Ton ]locdii°nSea [ CONTROLS. Photoelectric c m t° IM °Caetr°Is'o10 rSt--AOR sY °u g6..I YM useful Dae the rA furnC—clenea inTI ' h e9ERyn oSeciipn R6-60i,.'9a+°electric the tr highest tau v eeEngi ¢er A r i v anY c eE lx Spent �eOi�isens p ss ec tee prdvis between ar thelowestluminonc eexceeO u e MmWulems I ane. Eecn hie pr ieetl w ryupe p cal c ro 1. Me c onf arm i a XIS TING IGHµ AY FACILITIES. The kepen o�mee TO r° 4 6v IItl5N5fare that Tse Section 5 teal TE°Puhlicdti°n :E9uippNpi v Agter d Standard Chapter ing f °n Porm fEO s 15,s'WE x'ost nr s' s�lgnwaac o, h humi"I°nim•IOr-st lin iM1e rep me ¢nes}aL reyulre Oeoe cproleci) ° g les Des c C°M rot Slgml Intl onf "Hon Hlgnwvy fvc a Standard Spe el pro ns pie f hall pe Porti °age. 1.1 9reofer than 0.39, nor less iWn Ati olI signs ma f ski n9rl[i}ery 0.331W Bar le n .99 sP the Li Ys, bac nu east ars sn m LotIvnolt r^a 9°s TEND 5'PIAN SIGNAL s. 'itin g f Y e rano n r n 0 290. nor grad er Rate.less n P.`^o yar on ¢xis or hoed Can + 1 .hip^ ps °can ve ing some intent gRAL olll nfpr °vi i° P e itlinit Si idrns, thery °g ° n Ol]30.I HITLSx-0 rnv r .......fnon LS+t-O.t 30. c o CAtr.P ngs[ Bfi 9Up6, nal Specifications and WSSYandoa 5 n° sir 1 m° std I be -AA TO music o j gas Iy nip nw*n eotl toe11 s patio. pow is ions. PHYSICAL AND MC CIIANICAL REOUIREMMRTS °Cts °nuciipn s5+ron y eaC ��hacb�safoaeerp tom I" of °sa°11 Pedesiria riga°s sMll De iy ped cpnfof TM1e fa low ^9 + ing: lig^ol s r nail pe si geese ep 'm iM1 tl51siridn a ion Afar Cpnp cs 1 r°eecf a'.. pe Oeli Veretl io IM a ee GENERAL ¢if °iptlul¢pl°cement xr ng signal Iom ps .II no{a require patio. City L°rpora ip Y In Tem xs Eac m0tl ul atoll c isi of a s +ill LEDs IigM + °Ol fne s of d nY e. pal rdf fi ca sig nal m u ire ing BeeVoli n9 tri attest ausin9 D r }o I a 1 buffCr ROAOSIUOE 9GN5. l h O pr O Saor.n a s rK ', LEC, gi Calor mer%ate 1oOO orlgm°type Cpf aonr M ^. ,poedes aific ing, sw ns In - itle Signs o The fiord Speci£im+lpna etl thus, 6,11111 lnh,J �Oltr or 000 tours no es p1. In BID I o cd Mll`n°}a be 10 ea on of a p no wMs lI +11 ° 'The °m A e6 Bs noon and +pe of each sy on Mer1emotlurleesMll oto be 1 6.5 intoes. saellOneous r°das ee signs s ell con ora 1° Ciiy TS -1. ICF ie mine um eful life of A this All Y$}°ne°rtl ryAHNIN6-NENULATONY SIGN'. go pone is Stoll m mo f }his sant, Fatten wing this peri nr n 70NSr RUC 110N n posts wit awkins MAL s p°IF and VaMal proof n assembly r 'q` ed ape di LEDChiral an° d imopnrcti us 1110e sore stun p h sign. e, self -c°nipinea desire, not regwr ing o -art rnOr tion° agues. R tlsia s oil SMnaara T -t9 o pa re lvwYee wrfnm OneMadill,CUlN Up U.A. of no ° e Mn Trve psignal vas em pl r -1.1i Y o altlewalk 6 in Ms lip Ick. �rsigns failure pf 51GN MEUA50R ,MENT gmune mountedY Posts an°II Elect ri tole CLOT IF IC A TE OF COMPLIANCE. IDeY Coni actor shall prove ee a En an a In ire evs e o u Y. One ° pOne,+set Ins+ollahlon Igll eo Ingle po5f u mpYion owMox 6mum Cerh ifrm he pf Com olio a prom hie nufd 1 ter In °c co rtlan je n iM1e N �1 o7unCuom itanadra .6rgns mgnol m t Dun to °s o a um M s pew n umpii°n requrrem encs for {he modules are os pow if ions of sect n soli Yprcat °fiance,"sf hie Gore rm Igal, pole standard sM1oll be mclu etl in the lump sum an a oldfar ff follows (lin ts) p'tl ion r c f IMX c ri y i he LHp rqo m a e amply ns Me Fra rc srq nes e n + 5 c Y ell 'CAP 'am ignp or REMOVE TRAFFIC IL STRIPES AND PAVE CRT RKO'C". df ripen antl C a A LE D °pecifi Yr ciao p e The haat 1 g of ora Birt' GO`Tralns pave n m Ings v e remove. vlll Dg as s own phi plans and as de ignv tee ila w app lip voe .......nut wre0 tM a stri au°lity c rogram, f ^i til °ie III.I. ° copy ° . ..Pont. eLED s',inr. pasta dp -emenr m e f I no L ole esI phi the signal motlules. ni pas M e i v ys Y tl°e not maer.ter ally LOEO m°tl ill n e EPA al°wi 5 Imus r° i,., if AIILA1I.EECTTe 4GDALES; r spat ° aM F" used for °pr et ing rnOnrng ffar °ineC anergy CopDie Mr Shope, ae tl =A amts a ¢ . r a e a nos ee Mrcon+�°c: o`. m used valfofppan 1 mark' n`o le ver moan¢ rim that dopa Ilea •ofi5as Q e ` lv GUA NTEE.o ED %i9na a° r p.brcd oaceroi9�• f° lM ng°II Deer a fro p 60XZ i3 NE A[ volY°ge a° der °f a ye ing vy o° a pro cepted py iM a se Yieotle a}� ° nq rm Ints ung ing f mu95 °I}5 I]5 v m iM f lin vpl+pge avll nv a °effe U1Y� Mo. s that Intl mg i r a. replae lin hes an. ro gre v nes ole c 1 °f the Lai Invf lmnge e T trees fat i of non r ad Whoa might . a nage ted. Y Oeer°,in logo ales shall'Desp to Lnginpe IAy might c e perm it o Ute Lc w oh it tees rem A a °p fne moOul.aero.. be 120 VPC. I pdamelers shall M p Y° dIvi lin os e`F Yard ing o°Is be I be pv ear pa f ore any cMnge p to s and a lin e m tl a ITIS I+°ger spider °tear r ux n .ys °thehe tif'lc `. The led n°tl ul It °fp 'no C l) ContractorOfe above address + same ryme ds the reprdcem eel lis . NIII De a retlk Ingsar s is C° r°g r LED 61910 Module s ° ave v power metal Of 0.90 or gre ten - ingCw m DaI ap 1-1 ni rlb�ppr^e iT anpulI r +nen Just us le a ing mar A, 1 c Ois1 n ICU tog e) induced into the A6 ester tilLE o lis igwl ns zo µpgRAN TY, tae pa ogvi s} deme. m pC1n^ep slno.- in Ione pe maauies spa na ex...a C.—It. limo no r t ofoi si g be modal o P.r or ]6 d par m Ing fog °1 Seo Ji, slogs sanepre lin ani ns Her ns iarli o+m moles Relpl oc I pe. pro a the pep n n pDiY e�„p sig try foga urge nen in Tap 1 1Mlane high nurse fr Section °BEN¢ pro eipl ino+ a tailor sof e Otlocumenfafi°nysh.11 of f sp sea a°Seo pC50eufil ulni :etl Al an om r ants °s at lin zrLE of Stoma TS -C, i9921r ante rn9 i fdilep x°lir°nfY oe gPven fo the I F 1111T and I To Lip oz eM Eng.neer pr mr fa in.raumian. 1 nIs,m athen avdrae xrem of root °n torn°¢�oe Drat M1e p .11 m-. -ieonea tri mei. Prsapa 'etl 'For: CITY OF BAKERSFIE LD 150' TPUXiUN AVENUE BANERSF IE Lp CALIFORNIA 93301 Ed as I. one Prepared by: NE—�•, LIX COXB YLTIXq INC. /��L�//„ 21e 6M11N0 ADLVi pkIVE, x210 91 i65 L 19091 596-6850 r xlmanm ixrvwamr .,mvvnms Id%19091 96-BI50 tion For fUre ski *g b °pp le'n9 f09 sa Icepefspecified herein sYn end pavamen .. king un no sre ate oPayment xll{I -s .,able yrs npu r Fere 1M cwgoamrn fr..m me spf—,Pon ec it vn l-1 giPublic Safety, of e ii 101 no More than On is Section Al n °a'efl active he off is of teino wadr End an 4 i toes Aid, sp epdo no more 10I{Me Meet a°rfbciurer vs s. must pe Me some color as the permanent SIGNAL AND LIGHTING (CITY SPECIFICATIONS) No scare E-31 secuaosr a. wow WESTSlDE PARKWAY - PHASE BC b Engineer: r9wv€c R. RNAtat ? CITY OF BAKERSF/EL D, CALIFORNIA .11 e?r, PUBLIC WORKS DEPARTMENT 25°C Hong ID.D gre brown Prsapa 'etl 'For: CITY OF BAKERSFIE LD 150' TPUXiUN AVENUE BANERSF IE Lp CALIFORNIA 93301 Ed as I. one Prepared by: NE—�•, LIX COXB YLTIXq INC. /��L�//„ 21e 6M11N0 ADLVi pkIVE, x210 91 i65 L 19091 596-6850 r xlmanm ixrvwamr .,mvvnms Id%19091 96-BI50 tion For fUre ski *g b °pp le'n9 f09 sa Icepefspecified herein sYn end pavamen .. king un no sre ate oPayment xll{I -s .,able yrs npu r Fere 1M cwgoamrn fr..m me spf—,Pon ec it vn l-1 giPublic Safety, of e ii 101 no More than On is Section Al n °a'efl active he off is of teino wadr End an 4 i toes Aid, sp epdo no more 10I{Me Meet a°rfbciurer vs s. must pe Me some color as the permanent SIGNAL AND LIGHTING (CITY SPECIFICATIONS) No scare E-31 secuaosr a. wow WESTSlDE PARKWAY - PHASE BC b Engineer: r9wv€c R. RNAtat ? CITY OF BAKERSF/EL D, CALIFORNIA .11 e?r, PUBLIC WORKS DEPARTMENT 25°C 12°OC Hong ID.D king” 9.0 12.0 Prsapa 'etl 'For: CITY OF BAKERSFIE LD 150' TPUXiUN AVENUE BANERSF IE Lp CALIFORNIA 93301 Ed as I. one Prepared by: NE—�•, LIX COXB YLTIXq INC. /��L�//„ 21e 6M11N0 ADLVi pkIVE, x210 91 i65 L 19091 596-6850 r xlmanm ixrvwamr .,mvvnms Id%19091 96-BI50 tion For fUre ski *g b °pp le'n9 f09 sa Icepefspecified herein sYn end pavamen .. king un no sre ate oPayment xll{I -s .,able yrs npu r Fere 1M cwgoamrn fr..m me spf—,Pon ec it vn l-1 giPublic Safety, of e ii 101 no More than On is Section Al n °a'efl active he off is of teino wadr End an 4 i toes Aid, sp epdo no more 10I{Me Meet a°rfbciurer vs s. must pe Me some color as the permanent SIGNAL AND LIGHTING (CITY SPECIFICATIONS) No scare E-31 secuaosr a. wow WESTSlDE PARKWAY - PHASE BC b Engineer: r9wv€c R. RNAtat ? CITY OF BAKERSF/EL D, CALIFORNIA .11 e?r, PUBLIC WORKS DEPARTMENT 0 C' ,�, 09-28-2012 p[msIERFn Pp.FEssIGxeL EUBINEEa PLaxs dPPR.vAL QAre Prsapa 'etl 'For: CITY OF BAKERSFIE LD 150' TPUXiUN AVENUE BANERSF IE Lp CALIFORNIA 93301 Ed as I. one Prepared by: NE—�•, LIX COXB YLTIXq INC. /��L�//„ 21e 6M11N0 ADLVi pkIVE, x210 91 i65 L 19091 596-6850 r xlmanm ixrvwamr .,mvvnms Id%19091 96-BI50 tion For fUre ski *g b °pp le'n9 f09 sa Icepefspecified herein sYn end pavamen .. king un no sre ate oPayment xll{I -s .,able yrs npu r Fere 1M cwgoamrn fr..m me spf—,Pon ec it vn l-1 giPublic Safety, of e ii 101 no More than On is Section Al n °a'efl active he off is of teino wadr End an 4 i toes Aid, sp epdo no more 10I{Me Meet a°rfbciurer vs s. must pe Me some color as the permanent SIGNAL AND LIGHTING (CITY SPECIFICATIONS) No scare E-31 secuaosr a. wow WESTSlDE PARKWAY - PHASE BC b Engineer: r9wv€c R. RNAtat ? CITY OF BAKERSF/EL D, CALIFORNIA .11 e?r, PUBLIC WORKS DEPARTMENT ALL WORK EMDBACED HEREEON SHALLL CONFORM TO CALTRANS STANDARD PLANS AND I'D CI LOCATIONS DATED 2006 NO ONG WITH THE EOLLONNG PROVISIONS: EOurvOLnoxS. Eoan o°w o*s C1.11 ao of me pmvin ions In Section e6-2-03, Fund eomilns, If e sielnmra°s ,C f,aerioIR a e mese Pecml pr I's a.. T11e comma., ¢ d1 f Darts n f on ANGAEDI, 11111 sraeP aeaesra°ia a slec p°I previusobull. t n: r1.samiI s oup °e p.I"' io CONDUIT. Condi "C onda iI or C.nd.l Te low Melon, I Bn T2.09C ll rL.I.1, .° Co Y.iI sn dvi, In.. b no"Cot 2. The C.LOOi 11tof q asohmalipa .AMr{ ` Of the It! ell°ex 0 Chat IT Dp e TA.wAO ASIDE, It s The COo- at nod The o9uPl°ICup,.ohe o nine globin PULL BOKES.PUII D "PUI IP fibres Sas°for A., POsrs. sfnooraa, ¢feel too In, In re-Itci.ns in pe.`In. ao s'e'e YuitLSe.rds, x sr.naard s leaf, m n fou ee In 051. mostarm pole' 11ma Mno ougn fM 1go' most f f £hest hand. 'netc11 Ines 1... Of sib 11 Cut tura le°ops Tia n 9n the e� The pull pe a dor led Oach Int. onforam to fns prov, cions m seclion 06-2.05. Hre, cl rastances Yvon, the Engineer may specify which of °II ¢ exist" 'oPy%lie ,i ensi e,°9. set f On lr rope shell I. tCOMEied C IX The "I .'sm. compress len C` l 1IN °r .squall sObO n toady +inne..r molts sign., n r power 1-1 for I re°reumttiIF sArvDoti.b. Bo loss Yleian to be M s SY - window for pehotoelec he In'TD.. b ledpith I SEN p, h"A ven, 3 p°I. mold seeker an0 the ED. dmp P Volts French red 50 1 120 irc ilio Sign°IPer 2 ]0 1 120 LightingDo 120 video Yes set mereese main break¢, os acquiree for oc+Um lone. The CCanfractor ISMII Coor.smate With P.G.&E. to make ser e points n n the s Theowner WiIT 111 fice retl Inst. °ndvfED. equ, by the IlilitY. Cantro[t°r s 11 ° n,n e Y building pe ,.It stub des talo rE5TIN0, reslinn shell coni arm to a °ravish— ,n Section 86-2.14. 1. the Standard em rm $ o s TO of e only 9 all the sfndard IM—flc.+lons and .hese lumbers °no p .Ypl°+es MEET, He, be I omit, shun be formal ed by the Cc b"No' r. Also.. 1 - 11-iIAh ¢sedans ane reel pmoer, Al LED m"I' i. ° e r " m a ma°wr¢. " n ae gg tin f ssemo ° roll of S noun a e6 °men-ILTEds ala °I fordentormon o *Irbil£ erg In fol a Sfanoora S pe.l tl call an¢, s ,.I or he:°oi of 12111aee don"In �rnn. .mon-mmems anon oe soar D,nnee a yellow nodi—tills, or DON or Green Too Tool ions, o 'tol tent a reed to, IDG, AGO hours of canfimous erar,n from9 modal ss shsll o rr T.P f I Ilf. of 90 m II Ind u,, LEEDS whoilI D of in spbbut notal - ing fniy err All Coke of one p' LED .n wIT nor -ea �n the lass Of `theb6entire —qui s for modules ore as follows. LED nepe, Module ce A Energy star Cerolonce r ings, if applic°Dle to that Lou ..gu°m.It ¢solhell o c 60 EG !} HE AC 1 rc ge g from 9s : •Pis R.Iti. me f n u io a, t.,. anon help n D .Its as r°o 1M1e mos m alfly X°mens •I1,o00ns mlerera ar,all De r oiin gi V,olteg1 Of tlules affs, oe IP. VA G. A .... ree is age. 1— Icahn, DD,DID, LED signal moCule small have a power factor .f 0.90 or greater. Do°e don1. a tart' 01 Into nn line Y LE O ms igl module no not exc etl 2C percent.)0ucen AC paver Surge si go. meed e......EC to Wp rePe+i+i°n °se °I rola San is 1°s lsi Crea Nin °gs.c i Eon 2 i"6 of on NEMA S1aM.rd iso .. 1950. it Z oo. co- ll 11 Pre n+ perceprime rrck¢r +o +he neieae e e over seemfieI Dobe. rima All ring Ind t M, I bloc`s s eel fine reCaemenrs ar section °f YM ITE 1. Dliceti°n: r_Lj _n en. d s, CMprer 2 IVehi cl e3.0 rrorfic Control Sigmen H .. Caem.mctialir$mala De urr ° rod o IP hies .Sr le w +ly u nfroslp r Inuits (soiled state task s, antl conflict ni ions 1. R .EES Chm. napter 3° for pec i f icarions .n these ° Review ree M.cr 1ha Iwo°sM"I De A16(or NA lmohor ) is lee so pulled to rlre , e voltage The modules ane ess°ciaree on.oare c try .-i et CA— A emia ' limits ferredli Feel dommuoiee'rions C n ffCG),TEIu Ana seA a' sec limn 5 r_ 1.1—. c c ing The emss,m .f le nic COAL ... tr is Requirements am reagin 1onn,Too C b3 a s Bio ole z=a ssn, vo for the m.u.s aMu Ds a Lex ooing y mrd moll' 11 ac moa e I hall Yell°v Green 511 remper. zs°c i9°c zs°c i" zs°c i9°c 12 ieoh- C'rcular 1 1r 2 25 15 15 B in color 0 13 13 16 12 12 12 n 9 R tb 12 II hon r gr bete, 1 0.}OB,e° s Mvn eicydema n mtl°n II li 22 25 90 IS PV in o of Toole li 22 25 15 15 Lane T"' of I a 209 /c Y: n n 0.506-0.519x, me' Lane ...—I 7.5,!12.5 76 152 Ill 342 LED nepe, Module ce A Energy star Cerolonce r ings, if applic°Dle to that Lou ..gu°m.It ¢solhell o c 60 EG !} HE AC 1 rc ge g from 9s : •Pis R.Iti. me f n u io a, t.,. anon help n D .Its as r°o 1M1e mos m alfly X°mens •I1,o00ns mlerera ar,all De r oiin gi V,olteg1 Of tlules affs, oe IP. VA G. A .... ree is age. 1— Icahn, DD,DID, LED signal moCule small have a power factor .f 0.90 or greater. Do°e don1. a tart' 01 Into nn line Y LE O ms igl module no not exc etl 2C percent.)0ucen AC paver Surge si go. meed e......EC to Wp rePe+i+i°n °se °I rola San is 1°s lsi Crea Nin °gs.c i Eon 2 i"6 of on NEMA S1aM.rd iso .. 1950. it Z oo. co- ll 11 Pre n+ perceprime rrck¢r +o +he neieae e e over seemfieI Dobe. rima All ring Ind t M, I bloc`s s eel fine reCaemenrs ar section °f YM ITE 1. Dliceti°n: r_Lj _n en. d s, CMprer 2 IVehi cl e3.0 rrorfic Control Sigmen H .. Caem.mctialir$mala De urr ° rod o IP hies .Sr le w +ly u nfroslp r Inuits (soiled state task s, antl conflict ni ions 1. R .EES Chm. napter 3° for pec i f icarions .n these ° Review ree M.cr 1ha Iwo°sM"I De A16(or NA lmohor ) is lee so pulled to rlre , e voltage The modules ane ess°ciaree on.oare c try .-i et CA— A emia ' limits ferredli Feel dommuoiee'rions C n ffCG),TEIu Ana seA a' sec limn 5 r_ 1.1—. c c ing The emss,m .f le nic COAL ... tr is Requirements am reagin 1onn,Too C b3 a s Bio ole z=a ssn, vo for the m.u.s aMu Ds a Lex ooing y mrd moll' 11 ac moa vasa Mirvm m Intenaliesl efa Gircul°r buieenna lin ad) Red I hall Green 4flor Inoicoiion 511 1022 1022 Blcrde I lcorion ,us ameen Rod ,�Clheoc future future hu a C. -t-, Lane Con-, IK) sll D Do n be Lone Contra larrowl T,G 1e. 2- and/or d/ re Table 2-5e Tic Me t➢22 228 295 509 IF Islega°I ooppernr°m at 25°C. 67 133 133 Y. n + hon r gr bete, 1 0.}OB,e° s Mvn 0.908-x The onto 29 1D Ye 90 1913 DH vasa Mirvm m Intenaliesl efa Gircul°r buieenna lin ad) Mcletaidea Initial atchi fo me dor end PV CATCALL... Ill Call Red I hall Green 4flor Inoicoiion 511 1022 1022 Blcrde I lcorion ,us ameen Rod ,�Clheoc future future hu a C. -t-, Lane Con-, IK) sll D Do n be Lone Contra larrowl T,G 1e. 2- and/or d/ re Table 2-5e Tic Me t➢22 228 295 509 590 Islega°I ooppernr°m at 25°C. 67 133 133 Y. n + hon r gr bete, 1 0.}OB,e° s Mvn 0.908-x The onto 29 °lifer Ye 90 1913 101 of Toole let WIDE I, AS AGO "I ape,c ting i ape rafur¢i,¢mlegneetlsr 105 209 Green Y: n n 0.506-0.519x, me' rnan 0.15.+LO6Bx, 7.5,!12.5 76 152 152 Ill 342 3A2 7,5,±P,5 q9 5 95 105 2O9 209 1.1,112.1 1P 37 17 71 77 I, 5,327.5 II 2q lv9 30 30 12.5,2.5 A3 66 59 119 7.5 i6 i6 Si 119 119 12.5,+12.5 31 61 67 52 BI 91 12.5 +1 L5 AB AB 90 01 12.5,!22.5 2g p9 26 52 52 S,l R.S 10 19 30 30 ox 2a bA 44 Mcletaidea Initial atchi fo me dor end PV CATCALL... Ill Call oe1 Ar aw M nl mum M°inrolne0 Intensities and PV Indications lin c F2) Red bellow Green 4flor Inoicoiion 511 1022 1022 Blcrde I lcorion sn sn s1 PV future future hu a C. -t-, Lane Con-, IK) sll D Do n be Lone Contra larrowl T,G 1e. 2- and/or d/ re Table 2-5e Tic Me t➢22 oe1 Ar aw M nl mum M°inrolne0 Intensities and PV Indications lin c F2) e n Tole z-3 a aro, T me 2-5. ....TE in Guth, I gee an 1501 TRUXTUN AVENUE 11 nC1A BAKERSFIELD CALIFORNIA 93301 H.1-01 ax it DTCYCe DefiCatiOn Oil 111 511 IN robee-m- future future Tol— tons Central III U, D Do n be Fort) T,G 1e. 2- and/or d/ re Table 2-5e Tic Me us Yu life DcseO mol use m o e n Tole z-3 a aro, T me 2-5. ....TE in Guth, I gee an 1501 TRUXTUN AVENUE 11 nC1A BAKERSFIELD CALIFORNIA 93301 H.1-01 ax it Per £lube pent i^9 Y ung Green Bed _ TS Green Yeluo Old sne519lel icp, ey'afri be that in .town eon ]I9 399 Chromaticity vim eros ICIE Fort) T,G 1e. 2- and/or d/ re Table 2-5e Tic Me us Yu life DcseO mol use m o 228 295 509 590 Islega°I ooppernr°m at 25°C. 67 133 133 Y. n + hon r gr bete, 1 0.}OB,e° s Mvn 0.908-x The onto 29 °lifer Ye 90 1913 101 of Toole 2e 6, Th,.UoE uiulure a alful over the ldlow Y: n°i a IDon 0.911, nor less°n 0.955-x, bless nor less +Ian 0 ape,c ting i ape rafur¢i,¢mlegneetlsr 105 209 Green Y: n n 0.506-0.519x, me' rnan 0.15.+LO6Bx, w �:m..m ,amu:.,, i°.le z-2 0,i 3a -x Phydcdl en n .I Requo-emema LED aro rf cc sate o macules smooll o signed os r I replacements to for-Mexistinielloh onsonGa. f ... m+e seclion. to, — meh° 1 05 aqui 2smomeea Op Ps rY Pel MaiY pea Emir e,n LED si0goaui auris 011 o fib n the oeperaotingm empeo.... r gel o A°C I.D°F) tor�iq°CTI+165 rl sine ul s eef to"' ap he L Eo o . On a nsf slat T °6 protenea agai dna m istura Am per THE repo temente f IMA 5 o a 250-I 99 I for Ly pe e:ci lyes. is Pf 5 Protect noel e° Mev c requiring .n °mn lY f ramp iv ex Mil 9 tl r£f'rc si9nc ng. The p..I ss ups iy for the Loco soon nen nf¢grol b Ilse .ori. clrCTh' e ae sDoLIr_.oi.,°,IC tap%:Ie, sec�icn°sT of +re ramporra one Fort loO'I.ipme f spec cf co ploy o °+ In9 or es ills LEO i mol .mine To Tona°ameohem.... snack olauo,chat °ninrom a oeece°,le°a ora sinner so°r�ea 9n Materiels Motdri0ls u d for i Endes gO1ol Morrie const.Orrin moll conform +a Cnc las s ro ni n 9°r the e ifner i Per eleefroms mare comp IDs Cents ° !lw ign01 me rmotl nflols n ee UL99VO f me refer. lois. ns of Ile s,gol tie exciueea from Tis Imol remelt. s 1onV eary au uN e`� ro CSi664 pR/3tn3 � v CIVIL 6i e 09-28-2012 RECISTEREC mOFESSIONAL EN¢IRCEB PLANS APPROVAL DATE Prepared For: CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE 11 nC1A BAKERSFIELD CALIFORNIA 93301 Angle Loin) Per Yellows Green Bed A��rVI� Green 5 ±2.5 0.l.R CE. 9 31A ]I9 399 i90 I90 205,!7.5 11 26 228 295 509 590 s ±1L5 67 133 133 166 333 2. S,±P.1 29 ST 57 90 1913 101 19 230 236 ,"A 532 532 105 209 209 230 175 ell 7.5,!12.5 76 152 152 Ill 342 3A2 7,5,±P,5 q9 5 95 105 2O9 209 7.5+225 21 q} 43 90 NO I, 5,327.5 II 2q lv9 30 30 12.5,2.5 A3 66 59 119 7.5 i6 i6 Si 119 119 12.5,+12.5 31 61 67 52 BI 91 12.5 +1 L5 AB AB 90 01 12.5,!22.5 2g p9 26 52 52 S,l R.S 10 19 30 30 0,i 3a -x Phydcdl en n .I Requo-emema LED aro rf cc sate o macules smooll o signed os r I replacements to for-Mexistinielloh onsonGa. f ... m+e seclion. to, — meh° 1 05 aqui 2smomeea Op Ps rY Pel MaiY pea Emir e,n LED si0goaui auris 011 o fib n the oeperaotingm empeo.... r gel o A°C I.D°F) tor�iq°CTI+165 rl sine ul s eef to"' ap he L Eo o . On a nsf slat T °6 protenea agai dna m istura Am per THE repo temente f IMA 5 o a 250-I 99 I for Ly pe e:ci lyes. is Pf 5 Protect noel e° Mev c requiring .n °mn lY f ramp iv ex Mil 9 tl r£f'rc si9nc ng. The p..I ss ups iy for the Loco soon nen nf¢grol b Ilse .ori. clrCTh' e ae sDoLIr_.oi.,°,IC tap%:Ie, sec�icn°sT of +re ramporra one Fort loO'I.ipme f spec cf co ploy o °+ In9 or es ills LEO i mol .mine To Tona°ameohem.... snack olauo,chat °ninrom a oeece°,le°a ora sinner so°r�ea 9n Materiels Motdri0ls u d for i Endes gO1ol Morrie const.Orrin moll conform +a Cnc las s ro ni n 9°r the e ifner i Per eleefroms mare comp IDs Cents ° !lw ign01 me rmotl nflols n ee UL99VO f me refer. lois. ns of Ile s,gol tie exciueea from Tis Imol remelt. s 1onV eary au uN e`� ro CSi664 pR/3tn3 � v CIVIL 6i e 09-28-2012 RECISTEREC mOFESSIONAL EN¢IRCEB PLANS APPROVAL DATE Prepared For: CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P �epd red by: A_--ILIM .N.E. A��rVI� 2;.60 COPLEY 4 i0 I 0.l.R CE. 9 T 19 396 6050765 rxn LO`ef l'aex mmu.mn.mm 1909) 396-0150 we n dennrificofsllomn e gam dole n Mve lie moan1-1-11 e -I—e rtt. m gen laser, nr of mon ocrwe ^m min -rear) o °filar os 1 numbs r. Ment rlcnrion yermn lir ly mnrhed o Dock of i bock T of to °jlwj ,g, ° I. me c —telieii*se smal Dye mal title m°rkAes na ITS thepmoer imPoAAct TaaaDo c. EDGE m lhave ee he . A1.ni °ay moa lI SO.its of m e 11 C. ICde,nor awl 1. yy i001111, + onoI ly, Time color Cho Tal De written not ,n 1iz`lCh letters next to e mlfm ,"a' fi —fling ";I'll r io reequire0,e y atoll nev grsmi neon ens pe rmanenlnoT °dal mole) cote Ing n atiran w' yon °T..lIn° wsing, TM .kings II neat If °n IF c ow, or fine moo "UP" r OR ryes mFTiolloei I.Ind M °me Allgene rel m"I.,ot'oneoall o menu° eusremfac sf iADD p.ousts eaetl in ` i . III „Y0` =an a fact,,, ads, Cally+s ace=in.nnana forst. 0 , Ncne c lar B Inc ccolor 121..'asar °r Lune control °I:uture torsi :95 built to f fit Tape n i`II is ^ fir MOGCOt Dene?s q ,pec re6 uiremenis a ° Ile i pen 2r Meaule 1Ooh lye All apeCife" pia oeelrma snnifinirrya.rereeea ma a Tema 2 100`111 can unarm- a under Is ceI f -c ns .r the' a l.wi ON f IT iMOMssc cuolar 12 inches or... fr."... I' .Diftr (-I, yellow, green) SIGNAL AND LIGHTING (CITY SPECIFICATIONS) NO SCALE E-32 ic"032 R. W00 WESTSIDE PARKWAY - PHASE 6C Engines ra r9wv5c R. woo CITY OF BAKERSFIELD, CALIFORNIA 09-28-2042 W. lackSIfN¢. m: PUBLIC WORKS DEPARTMENT 12.5-178 EC I � "C" Line ---------------------------------------------------------------------------------------------------------------------------------- STANDARD PLANS DATED MAY 2006 "1'In;;" AIOA ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2)" AI OR ACRONYMS AND ABBREVIATIONS (SHEET 2 OF 2)WAIZ AS BUILTCIVIL �^ e9-28-4012 AIOC SYMBOLS (SHEET 1 OF 2) R ENGINEER ELAMI RPPRGVAL LATE AIOD SYMBOLS (SHEET 2 OF 2) -{-q No. ' 1 ®/ /1 / ((�/ /O A62B UMTS OF PAYMENT FOR E%LAVATION ANp BACKFILL 3 -��I Y OF EIAEERSF1ELD %TUNAVEN E BRIDGE AND WALL —1 SalTR BO -3 DETAILSURCHARGE BRIDGE DETAILS KERSFIELO CALIFORNIA 93301 r), ('BO -`T '�-Y -13 BRIDGE DETAILS (r4 LT= `83-1 RETAINING WALL TYPE 1-H=4'THROUGH 30' TRO 83-8 RETAINING WALL DETAILS No. 1 /'��V/►� tosee WHITE ROCK ROAD 83-9 RETAINING WALL DETAILS No. 2 mrA�� sOITE 100 011-T CHAIN LINK RAILING / ANCROCORDOVA, CA 9RE70 Bll-55 CONCRETE BARRIER TYPE 132 615-3 SOUND WALL MASONRY BLOCK ON PILE CAP DETAILS (1)ture r Tal approval RSR B15-4 SOUND WALL MASONRY BLOCK ON PILE CAP DETAILS (2) RSP 815-5 SOUND WALL MASONRY BLOCK ON PILE CAP DETAILS (3) t information515-9 SOUND WALL MASONRY BLOCK MISCELLANEOUS DETAILS_S94 ROADSIDE FRAMED SINGLE SHEET ALUMINUM SIGNS, RECTANG ES-6A ELECTRICAL SYSTEMS (LIGHTING STANDARD, TYPES 15 AND 21) ES -6B ELECTRICAL SYSTEMS (LIGHTING STANDARD, TYPES 15 AND 21 BARRIER RAIL MOUNTED DETAILS) Sto SDee811 NoPlan De+Oil NO. 01" Line A" Line WESTSIDE e NOTE: HContractor sM1all verify 011 controlling Yield tliIEmensians Defore ortle ring or fabricating anny material. o� n —IN oPEw:ISR, i� R/W RETAINING WALL KEY MAP 1"= 250'-0" rc. rvelwn M. Gvistereen Mork rnri Stensen Y G. 10�8ea N. CMlstensen PRL JECi ENGINEER C. Pinkerton M.LMstan D4., Line var'es PHASE BC RETAINING WALL INDEX 2t N3.o9 WEST$lDE PARKWAY - PHASE SC - C/TY Of BAKERSf/ELD, CALIPORN/A a CITT OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT I 1 7" 1 r N The Contractor shall Verify all controlling field 1"= 20'-0" dimensions before ordering or fabricating any material. ENelson ° M. ChIRten ", iw°.xc. mcry °vsnsic"r r G. Imbse o M, [ryristensen G. Imbse r L Plnkartan ° M. Lryrlsiensen M.Christen Begin RW No. 154 SW meesured Total length of along RW LOL Soldier Pile = 186'-6" Retaining Woll = 202'-1" End SW RSP B15-3 B15-4 End RW No. 154 15'-T' SW No. 2 Oa 5356.71' 02°08'50" 100.39' 200.76 tw Chaln Link B11-52 see SW plops` Top of SW Antietam Top of RANCHO PNCXD CORDDV4• CA 95610 STRUCTURE BACKFILL, RW (SWI Railing \\1 LEAN CONCRETE BACKFILL Drys+acK RW Cap Apprax FG 550 LF Type T STEEL SOLDIER PILE 520 LF Texture EC 159+44.01 STRUCTURAL CONCRETE (RW) 68 BY - CLASS 3 CONCRETE (BACKFILL) Approx OG Renfro Rootl OC PI 910 SOFT LDRYSTACK(MASON SOUND WALL (MASONRY BLOCK ON RW) 1,280 SOFi BLCK BAR REINFORCING STEEL, RW (SW) r�see Structure Plans TIMBER LAGGING 4 MFBM CHAIN LINK RAILING TYPE 7 16 LF I II I II II II II II II II II II II II II II II II II II II II II II II Abu+ WW II II II 1 II II II II II II II II II II II II II II II 11 II II II II II II II Exist 10" Sewer II 11 1 II II II II II II II II II II II II II II II II II II II II II II II (to be abantlonetl)1- - II II II II II II II II II II II 11 II II II II II II II II 1 11 II II II II II II II II II II II II II II II II II II II Bottom of RW II II II II II II II II II II II II II II II II II II II IT Hole, Typ Datum EIeV = 310.00 32+00 33+00 DEVELOPED ELEVATION Scale: Hori2 1" = 20'-0" Vert 1" = 10'-0" ------------------------------------------------------- i INDEX TO PLANS SHEET N0. TITLE 1. GENERAL PLAN 2. STRUCTURE PLAN 3. FOUNDATION PLAN 4. RETAINING WALL DETAILS NO. 1 5. RETAINING WALL DETAILS NO. 2 6. RETAINING WALL DETAILS NO. 3 7. LOG OF TEST BORINGS Exis to IF see we Contractor +o protect existing wet well during pile placement and construction. See Sewer Plans ons and dimensions of s IS BUILT 'r9 lel >flGc l—! S e or i al api Formation M t tam.�cy work 011 St¢n JECT E;c6¢n J. LOnKIIn PROMEM CURVE DATA NO R I T L Oa 5356.71' 02°08'50" 100.39' 200.76 tw 5250.00' 36°19'05" 1721.95' 3327.82' Exis to IF see we Contractor +o protect existing wet well during pile placement and construction. See Sewer Plans ons and dimensions of s IS BUILT 'r9 lel >flGc l—! S e or i al api Formation M t tam.�cy work 011 St¢n JECT E;c6¢n J. LOnKIIn PROMEM Cut OF EVAUERSF I ELO 15 TRUSTEE! lsal SFILDAVENUE BANERSFIELD CALIFORNIA 93301 F "',E--- by: w-0 TRC !1G 1O6BD WHI If ROCK ROAD 100 �xvsmm�.mn rn,mm seuan>yn RANCHO PNCXD CORDDV4• CA 95610 g below FG I_J Pile iip TYPICAL SECTION AT SW 9 /z __ 1.-D.. QUANTITIES STRUCTURE EXCAVATION, RW (SW) 160 CY STRUCTURE BACKFILL, RW (SWI 120 CY - LEAN CONCRETE BACKFILL 33 CY 30"0 DRILLED HOLE 550 LF STEEL SOLDIER PILE 520 LF EC 159+44.01 STRUCTURAL CONCRETE (RW) 68 BY - CLASS 3 CONCRETE (BACKFILL) 67 CY ANTIS TAM TEXTURE 910 SOFT LDRYSTACK(MASON SOUND WALL (MASONRY BLOCK ON RW) 1,280 SOFi BLCK BAR REINFORCING STEEL, RW (SW) LE 9,530 LBS TIMBER LAGGING 4 MFBM CHAIN LINK RAILING TYPE 7 16 LF RETAINING WALL NO. 154 GENERAL PLAN 50E-0011 WESTS/DE PARKWAY - PHASE 6C - CITY Of BAKERSFIELD, CALIFORNIA 2M04 CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT a: 7 M Begin RW No. 154 St. 30+9 AS BUILT CONTRACT No= GU P61, C.C.A. DATE !:4-Z -70/-5- R.E. NAME 0, 6�, R.E. Signature f rIn approval of As -Built information Erd GW PrtI for: CI Y Op BAKERSPIELD 1501 TRU%TUN AVENUE BAKERSFIELO CALIFORNIA 93301 P re pored by: TRIC 10680 WHITE ROCK 8040 1C 100 RA ANCHO CORaOVA, L4 95fi ]a End RW No. 154 St. 32+82.97 23'-7" (to be abandoned) Bottom of RW I I 1 1 pile Tip Elev 334.33 Q Piles = 1 I 1 nk Dn lletl holes Pile No. I 2 3 d 5 fi i 5 9 10 11 12 13 19 15 Ifi li 1B 19 20 21 22 23 29 25 26 2'-0' 8'-0" 5 spaces a 7'-2" = 35'-1d'I. 19 spaces 6 8'-G" = 152'-0" 2'-11' Measuretl .longP Piles Pile spacing Datum Elev = 310.00 1 32+00 33+00 ml NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. i� DEVELOPED ELEVATION RW H=4' RW H=8' RW H=8' RW H=8' K. Nalsan M. Chriatenaen Nark pv n G. I oxen µ LhrlSt¢ns¢n ink 311-5 1'-4" C. Plnk¢r t.. M.Ch,Tst,mS.r Rall ng IS' -7" Type 7 Elev 363 Of Tap of SW Approx FG at front face of wall Brain Pipe, Elev 363.00 SW Na. 2 Top of Exp J+ TYp Weakened BO -3 see SW plans RW Cap Approx OG Typ Elev 357.33 Plane, Typ 3-2 Elev 355.33 Elev 356.00 Elev 356.6] Renfro Road OC, PI see Structure Plans ----- Elev 3 1.33 I I I I III III I I ; I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Exp Pile Tip Elev 340.33 Lif Elev 349.33 3-2 Exist 10" Sewer (to be abandoned) Bottom of RW I I 1 1 pile Tip Elev 334.33 Q Piles = 1 I 1 nk Dn lletl holes Pile No. I 2 3 d 5 fi i 5 9 10 11 12 13 19 15 Ifi li 1B 19 20 21 22 23 29 25 26 2'-0' 8'-0" 5 spaces a 7'-2" = 35'-1d'I. 19 spaces 6 8'-G" = 152'-0" 2'-11' Measuretl .longP Piles Pile spacing Datum Elev = 310.00 1 32+00 33+00 ml NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. i� DEVELOPED ELEVATION RETAIN/NG WALL NO. 954 I's STRUCTURE PLAN WESTS/DE PARKWAY - PNASE BC - arr OF BAKERSF/ELD, CALIFORNIA CITY OF BAKERSF/ELD - PUBLIC WORKS DEPARTMENT 1 2 "Eg" 7 ------------- 12.5-178_-1 1 1" = 10-0" K. Nalsan M. Chriatenaen Nark pv n G. I oxen µ LhrlSt¢ns¢n P�JE Ci I C. Plnk¢r t.. M.Ch,Tst,mS.r RETAIN/NG WALL NO. 954 I's STRUCTURE PLAN WESTS/DE PARKWAY - PNASE BC - arr OF BAKERSF/ELD, CALIFORNIA CITY OF BAKERSF/ELD - PUBLIC WORKS DEPARTMENT 1 2 "Eg" 7 ------------- 12.5-178_-1 1 - BEN B.M. "B 1208" SET -1910 Elev 399.35 PLAN NGS Brass Disk N 2327390 1"= 20'-01, " Located 1.15 miles east along State Highway 58 from FIT-tvale Schaal e NOTE: The Contractor shall verify all controlling field LEGEND: NOTES: $ Indicates 30"0 drilled hole 1. Contractor shall field locate all utilities In vicinity of wall prior to wall construction. 2. Utilities to be relocated shall be relocated prior to wall construction. 3. Utilities to remain shall be protected in place, see "Utility Plans" AS BUILT CONTRACT No. C.C.A. DATE q /3 -2-0/.57- R.E. NAME,67/.6;df/ ifs Pr9� ,••� - — 0929-2012 FEDI TEF CIVIL ENGINEER FLANS APPfiWAL DATE P Y v`E' POE: 5 T OF BELLIEANCI ELD 1501 TRIELD AVENUE RANERSFIELI CALIFORNI4 93301 TI— eporad by: A ---CW TRC �.v/�� 10680 WHITE ROCK ROAD SUITEAs— TP 100 T.A.mm zznm.,m, n..�m._ RANCHO CORDOVA, CA 95670 o. 3, ans dimensions before ordering or fabricating any material. CURVE DATA NO R pL O 5356.71' 02`08'50" 100.39' 200.76 109 5250.00' 36°19'05' 1721.95' 3327.82' o. 3, ans dimensions before ordering or fabricating any material. RE TA /N/NG WALL NO . 154 AN x.NasO . M. Cnrlst—se, "`L°A°'"°' MNrt Cnrletenaen F°'°""°' SOE-OO FOUNDATION PLAN L—A. A. Quenu cxi ~ Oz e n � GImb SB cxenrc[ o M.Cnrlsten5en uvoui av n G. IDo cxc cx [o J. cOnklin FIiOJER ENCIxEER — oosxni C. Rlnker+on M. cnns+mean M. WESTS/DE PARKWAY - PHASE SC CITY Of BAKERSf/ELD CALIFORNIA a SIGN Oa, o.,E Christensen eon."e o K. Nelson 2.04 + g Car OF BAKERSF/ELD - PUBLIC WORKS DEPARTMENT SO AR -11 R-15101 DITES 3' 12.5-17 ! i T is i<L R/W RW LDL 5O a1 O) 0 CR a,�( sNo. n ado g„ TEED R/W Tem Y-5" RW LOT l� OI('r�1b�i^`�O 66 mMn vl69z Const Ease ��`���"'�-+`-'O� Top of Sound Wall _V. Temp 2'-5" OO �,;�Op rt_ "°d,• Const Ease li' xs w CIVIL � OVAIY (� el Te vn ewclxEER Puxs L DATE RSP, aO P Pored fore 815-3 B19P4 _ Chain Link B11 -Z as O�gO c v of EfA K E R S F E o x - Railing 1501 TRuziUN 4VENUE a i 3 BAKERSFIELD CALIFORNIA 933D1 3a ANTIETAM DRYSTACK TEXTURE P-- ed eye RIO G / 31/d, o TI No Scale w�y /�., THC O$ / 1'-Z" Plain Cap 10680 WHITE ROCK ROAD Texture) OG S (No oITE 100 IIID RANCHO CORDOVA, CA 95670 — f TOP of RW Cup p of RW Cap �m>mo's.m"noi'""'..�°°01�� Ta of Pile CL Pile �� m I q II'I A I ry RW LOT RW LOL + R/W R/W A-� Antietam - 1'-°° v '°' a° Drystack Texture o 9x12 Treatetl 3 Approx OG Approx OC 0 o Timber Lagging, N Concrete _ _— a ° TYP Fascia For details not shown, see "Typical Section SW" RIC + v c ° L a 4 ° ° SECTION AT CHAIN LINK RAILING + . u /2"0 x 6' SM1ear A Grade FG 211 Max A Approx FG 'E a Stud ® 9, TYp to Oran slope I/2 _ 1,-0" 4'-U- 0 ,-0„ 2:1 Max Slope `0 %Steel HP A 1� E 7 - So Pile A Bottom of RW - I q GENERAL NOTES: 1 q 1 Bottom 1 1 Bottom ~� DESIGN L 1 of RW I 1 of RW AASHTO Standard Specifications for Highway Bridges Dared 1996 with Interim Specifications 30" ° I q Bridges and as supplemented by Bridge Design Drilled Hole _ I u Specifications (caitrans) EXCAVATION BACKFILL 30"0q II Pole pocKftl SOIL PARAMETERS: 1 q Hole backfill (For Determination h Design Lateral Earth Pressures) I 9 with concrete Active Lateral Earth Pressure = 30 psf/ft of depth END' � I Sneer Strength, 0 = 34° - 1 ® Indicates Structure Excavation 1 SEISMIC EARTH LOADING: _ 4 psf/ft Of Wall Height. Max b Top. a , , Indicates Roadway Excavation 1 1 FASCIA & CAP CONGCRFTEi(concre AS BUILT Inmates Structure Backfill J w 1 1 FA = 3600 psi (concrete and sn0 ete I I compressive strength at 28 on �.gw P6 G CONTRACT NEXr o. �J L -J Pile Tip REINFORCEMENT: `1-M'ITS OF PAYMENT FOR fy = so k6i (yield strength of C.C.A. DATE - �ZJ S reinforcement bars) 'Iy ION AND BACKFILL STRUCTURAL STEEL• R.E. NAME�L /4-' o �A-F' AG = 1 •_0" TYPICAL SECTION AT SW steel Ru e6 - ASTM Deeigna50 o A709, Grade ti or I/2 - 1 •_O A572, Grade 50 fy = 50 Nei (y ieltl strenglM1 Of s - fb = 33 ksi (allowable stress in OTE S: PILE CONCRETE: R.E. SlgnotUre r of approval 1. For Timber Lagging and Concrete Fascia derails, _ 3E SOLDIER PILE SIZE Class 3 concrete see "Retaining Wall Details No. 2" sheer. of As -Built information . Far Beocomposit. Drainage details, see RW H < 10 F+ RW H ) 10 Fr TIMBER LAGGING: "Retaining Wall Details No. 3" sheet. NOTE: HP 12.53 HP 14.73 (rough ownglos Fir Gratle ul or The Contractor shall verify all controlling field fb 1500 psi. IR dimensions before ordering 0r fabricating any material' RETAINING WALL NO. 154 K.D. MINCen N. rnrlsreneen RorM ORRIOnwI ""'°°E"°' RETAINING WALL DETAILS NO. 7 )masa u. cnnsren on"T exm xeeR SOE-0011 °.e ..,e °. Rlnk.r+on N. mrl6te sen z oaE4 WESTSlDE PARKWAY PHASE 6C CITY OF BAKERSFIELD, CALIFORNIA CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 4'"A" - -- ---------------------- --------------- -------------- 12.5-178_l 1 --------------------------- -------------------------------------------------------------------------------- TOT2L O. Exist or New SW RW with SW R/W 2"-5SHEETS RW LOL " pNxreee �O"N< En SAN fk Soldier Pile fk Soldier Pile 31%2 - x k Varies 8'-0" Max 00 Sound Wall shown, �oasscss fE CIDH Pile iE Chain Link Roiling similar r'0.CIVI 2"-a" 1"-0" DETAIL 1 \ Sheer Stud, Typ R/W ExP Jt tt5 1 #5 Fl 0 12 u51 0 12 A R/W _ tt5 LJ ® 12 09-28-2012 (Tot 2) tt8 (Tot 21 rL Pile a o between Soldier Piles GERI NEER ATE P iEPOI�e dLl fora PLANS N¢ tt5 (TOt 81 C Y OF EiAKERSF ELDpPP #B Cont Orl ISaI TRUxTUN AVENUE 1 \ % J 1 \ ' _ 118'9 hole 1n S°Idian BAKER SFIELN CALIFORNIA 93301 c __ _ _ _ _ _ - PII¢ Web (Tot 2) Prepared by: RC SW LOL N� / N �- �- \- lj $ - Antietam DrystaCk l�bV/R ?0 80 Wu17E ROCK ROAD Texture (Front face) sm TE 100 Front face - -- II _,a µ.N.mm Of Pl a Cep f J w ina RANCHO CORDOVA, CA 95670 tt5 Timber ° II 2" Clr Front face #5 (^— BM1ear n of wall Lagging 6A Stud, Typ RW LOL I� Typ Place Timber m Entl or Begin - An+ie+am Drystack j tt Le99in9 after Dfillerilled tl wht ^e Soldier Pile Wall Texture 5 0 12 em oval of I lean concrete lean concrete Shear PARTIAL PLAN S x 12 Timber II a Stud, Typ Lagging, Typ YH" - 1'-0" 11.. R5 ASS BUILT Exp Jr B15 -G App... DB sound We ICONTRACTNo. 1�2 SECTI N A -A �� C.A. DATE i-13—ZD/S �<" 1'0" LEAN CONCRETE E.NAME /'� L', 1U l REMOVAL DETAIL Top of B B �'`'yVl�r1�rC 1`� No Scale Pile cap Top of. Ica LEGEND: Indicates Lean Concrete Soldier Pile = Removal 0 RW Cap BO -13 Drilled letl Hole Indicates Lean Concrete Exp Jt ,-lT, Bottom of ; , �. Signature f i approval 13-2 II Wall in inq E 1 Removal 0 Timber Lagging II Well Cao I 1 1 ' In II nl Io 1 0l f As -Built information Soldier Pile and Concrete Fascia ' 1lT y________________ ______rI I- 1 of I° I I1'1 In IIIp I- - - Timber u IIj01 ISI III - 3' Lagging, Shear pl III Soldier Min TYP Stud, Typ In Al nl Io Ill nl Pile, Typ Exist or New SW RW with SW _ --1-111f�- ---_ Ty - Co - 1 I° Illi of Conare+e Exp Jt CIDH Pile Bottom o£ II�J RW L0 Fascia A fNew SW only) Retaining Wall III oI ❑ ❑ ❑ I I Ij I � ❑ a I 1 SW LOL = Timber Front faceFront Face MCIE0I$ Soldier Pile I Lagging, Typ of wall 2" #5 (Tot 2) Sneer stud of block I Typ 0 9, Typ RW LOL = Front Face 6. DETAIL 1 SECTION B -B of bleak Soldier Pile C (Shown Below Cap) PARTIAL ELEVATION NOTE: The Contractor Shall verify all controlling field Y"' = 1'-0" dimensions before ordering or fabricating any material. RE TA /N/N© WALL NO. 954 N¢I¢¢ M. Ehr1¢ren Nark Gels+a,sen °"°""°' RETAINING WALL DETAILS NO. 2 smx ovEas�¢nT ¢v G. Imp¢¢n o M. ChrISY®Ilsen P OJELi ENc mEEx 50E-0011 SIGN °E. °ATET111¢• C.P1nk¢rtan N.cnElcr¢ns¢n �z.aa5 WE r$w PARKWAY- Pam BC - CITY Of SAK£RSFIELD, CALIFORNIA N"" CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 1 ------------------------------------------------------------------------------ --12.5-178 --- 1 RA RW LOL of wall PARTIAL PLAN Tap of qW Cop q/W RW LOL Approx OG Bottom of RW Cap lz aiLL e PP OF Fs� I HEELS OR 344 MIRK JOHN N3EN [IV1111 IF 1 �^ 09-20-2012 PE41 iEXPLANE PPp NOVPL NOTE 15 T P por¢ry for: OF BAKERSF I EI_D 1501 AVENUE R AKERSFSFIELDELp CALIFORNIA 93301 P repored by: wCW -_ TRC Iti/�� 10680 WH ITE ROCK ROAD sulrE 100 mammmcn.wm" ._.�....r PANCXO CORpOV <. C< 95610 AS BUILT CONTRACT No.%—�� PI� <� C.C.A. DATE/s— R.E. NAME- 6. R.E. Signature f9f f6 approval oval of As -Built information f—ll-1 f--II--1 I II I I D I l u l i 1 i u l i l l I II I 1 1 1 SECTION C -C I IIII I I nll I I ,III I III, I IIIli I IRI I I IRI I I—IRI ,— I IIII I IIII — Sound Wall OG �SOund —�—Il�—I _ I IIII I HP, TYp I IIII I IIII I lid I Soldier Pile I IIII I I IIII I Pile Cap III I I IR I I I ,III I I —IIII— _ I ELEVATION I IIII I I IRI I I IRI I Drain I I I _I_ —r—I 17 Grate I I I I IJI z_ I r I I 3"0 Drain Pipe I P I I Geocomposits Drain - o. M� I Droin Grate I Wall H > 61-9" aiLL e PP OF Fs� I HEELS OR 344 MIRK JOHN N3EN [IV1111 IF 1 �^ 09-20-2012 PE41 iEXPLANE PPp NOVPL NOTE 15 T P por¢ry for: OF BAKERSF I EI_D 1501 AVENUE R AKERSFSFIELDELp CALIFORNIA 93301 P repored by: wCW -_ TRC Iti/�� 10680 WH ITE ROCK ROAD sulrE 100 mammmcn.wm" ._.�....r PANCXO CORpOV <. C< 95610 AS BUILT CONTRACT No.%—�� PI� <� C.C.A. DATE/s— R.E. NAME- 6. R.E. Signature f9f f6 approval oval of As -Built information SECTION C -C Approx — Sound Wall OG �SOund Wall HP, TYp Soldier Pile Sol tlier Pile Pile Cap MIRRORED PARTIAL ELEVATION Soldier Pile W011 Drain Grate -2% Approx FG Geocomposits Drain - o. M� Wall H > 61-9" NOTE: Antietam Drystack Texture not shwa. 3" 6 Drain Pipe, center between piles Timber Lagging - Bottom of Retaining Wall aiLL e PP OF Fs� I HEELS OR 344 MIRK JOHN N3EN [IV1111 IF 1 �^ 09-20-2012 PE41 iEXPLANE PPp NOVPL NOTE 15 T P por¢ry for: OF BAKERSF I EI_D 1501 AVENUE R AKERSFSFIELDELp CALIFORNIA 93301 P repored by: wCW -_ TRC Iti/�� 10680 WH ITE ROCK ROAD sulrE 100 mammmcn.wm" ._.�....r PANCXO CORpOV <. C< 95610 AS BUILT CONTRACT No.%—�� PI� <� C.C.A. DATE/s— R.E. NAME- 6. R.E. Signature f9f f6 approval oval of As -Built information 12.5-1 SECTION C -C Soldier Pile Sol tlier Pile MIRRORED PARTIAL ELEVATION GEOCOMPOSITE DRAIN DETAILS NOTE: Antietam Drystack Texture not shwa. rNOTE: - The Contractor shall Verify all controlling field dimensions before ordering or fabricating any material. RE TA /NTNG WALL NO. 154 K. Nelsaa u.crrl,ransaa Nark rnristerlsen ""'°°`"°' RETAINING WALL DETAILS NO. 3 S Is -FOR 16rv` X• G. wesen o N. crrii PPvecr Exu xEEP SOE-0011 a.c l,ransen IT .2,04 WESTS/DE PARKWAY • PHASE 8C - GTY OF BAKEBSFIELDi CALIFORNIA _ arrPa OF CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT ii " "` 12.5-1 :af NOTES: 1. B.M. 'D 991' SET -1965 Elev 349.77 O - N" sNCE4 NGS Brass Disk END RW N. 154 r 255 344 N 2328014 18WP6087'32+629]56+95.07 o Ce d '+ • " E 6209600 Located at the intersection of State ww c� Highway 58 at Heath Road e v SW -8 "SW2" LINE -- ) ��f�a �� • 2. Groundwater �� 06/01/12 ° was encountered within e aS the depths of exploration as shown BEGIN RW No. 154 IN IRW — ` •Ea on the baring to s. 9 9 1m.6d LE __ ee.40 ep Dred rte„_ 0.88 --__-____.-._..------___. ALLY i UXI AEVAKERSFIELU ol. .F 3. Hammer type - Automatic safety _ --'— BAKERSFIELD CALIFORNIA 93301 n®c90 I hammer with n 140 lb weight dropping 30 Inches. — -- yr -.P d d A M�� � A LINE WS /E�.�//II i �,w_ 6 8 155 -- -ilt -- —.— — W ..<2. >F86 — -- F_. PLAN �zI J 1' = 40' i - 8-" a _ e9- Elevation -I U''. Elevation e o (ft) (ft) :% q a 370 meg` 370 6. Xxo SW -8 �ye RE -1 :cgj;a ['>§ 360 l ® I - 360 SILTY SAND (SM) - dark x`a -9L �2.9 - �(:,o POORLY GRADED SAND WITH SILT (SP -SM) - brown, moist, medium dense, •"� 13 2. 2 •,:• light brown, moist, medium dense to ll B4 fine to ronrse grained 350 .0 dense, fine grained 350 l " ] >':'+s ��0... '. �(' POORLY GRADED SAND (SP) -- brown, moist, medium dense, 340RoWQ 2A2.i _ 02.91], 15 2. 2 :',' co fine to coarse grained sI SILTY SAND (SM) -brown, _ 340 °7s Sipf 221.50 moist, medium dense, e' 16 1.50 sl .. 9.5 5,6 •"^ �� BUILT r fine to coarse grained t - 330 - POORLY GRADED SAND (SP) -- 330 ®fs=` € iso •' ' T No. 18 1.50 moist, mediume, ' T.,mmoeaa�oi°E°7azss r..L C.C.A. SATE 7 �� �7%�lS� {rover fine dense 3] 1.50 _ �' coarseygrained g e ce 320 _ 320 .o®0oDo� 50 L5 ; 310 310 pp,300 of As -Built information 90 lsa .z 290 s/✓m 29D re -M. It DwA zsaz rye. Ew Ras y _ _ 280 28D £ _ - 155,00 156+00 157+00 PROFILE - a = 'A' -Line of Westside Parkway y DE Ve�d�m r = t10 Norizamtm r = Io' RETAIN/NG WALL NO. 154 _ v ' y T a NEVA FOPENoe CARL DANS MI CM1rlstensn Ka LOG OF TEST BORINGS SCE0011 - d S �' m avrnsox'r ckm DAWD L PEARSON E.x I ax PROJECT [NciNEER O6/DB/O]x P wr04 A C WESIi SRKWYOE PAY PHASE VC g 2.04 —1-11L `°` ° -1 -111 ""' (E CITY OF BAKERSF/ELO – PUBLIC WORKS OEPAR7MENT N " 12.5-178 11 III II II II II II II II II II II II U II II II II II F II II IIII II II IIII1II IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII II U U I U U U U U IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII I1II1I IIIIII IIIIII II1II1 IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIIII IIIIII IIIIII IIIIII STRUCTURE EXCAVATION, RW 481 CY M... -..,®M III S STRUCTURELL, BIN339 CY of RW - 11I 11111 11 II II II II II 11 IBa+tom u'iU U U U U U p V U U U LEAN CONCRETE BACKFILL NO.r SHEETS -ANAR II II II II II II II II II II II II II II II II II III II 9II II II II II II II II II II II II II II II II IUI II IuI III I MU U U 300 DRILLED HOLE - e^ 4,C 236 34f UUUUU VU V VU VUUVUVVBUV Total length of Soldier Pile Retaining Well measured along RW LOL = 622'-0'• < STEEL SOLDIER PILE Begin STRUCTURAL CONCRETE (RW) 325 CY Datum Elev 310.00 1 1 RW No. 158 3 CONCRETE (BACKFILL) - —End RW No. 158 12+00 13+00 14+00 15+00 16+00 ANTIETAM DRYSTACK TEXTURE 5433 SF 11-5 CM1oin Li9nk BAR REINFORCING STEEL, RW 45,662 LB [w ELEVATION TIMBER LAGGING Railing,Type 7 CHAIN LINK RAILING, TYPE 7 CIVI' N+ cv+'An Scale: Horiz , 40"-D" INDEX Top of RW Cap STANDARD mK� 2006 er+ 20 -0 09-28-12 0. TITLE Renfro Road OC AIDA ACRONYMS A10B ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) AND ABBREVIATIONS (SHEET 2 OF 2) AS BUILT 1. nc GlsreHEo uvu ENGINEER rcnxs nPrxovAL Nnre See Structure Plons� Antietam Drystack A10C SYMBOLS Texture, typ Approx OG Approx FG STRUCTURE PLAN N0. 1 p re d sor - por "A" A10D SYMBOLS (SHEET 2 OF 2) CONTRACT No. 3. STRUCTURE PLAN NO. 2 RW LOL— CITY OFt BAKEF25FIELO BO -3 BRIDGE DETAILS C.C.A. DATE Ll — / 3 —2-0 (.S A' STRUCTURE PLAN N0. 3 1501 TRIJ xAIIE Varies - — — — — --------- -------- -- BAKE AST IELD LO CALLIFFORNIA 93301 QUANTITIES RETAINING WALL DETAILS NO. 1 ' 11 n1u1u 11 u1111 T- ------ Eu "z NO. 2 Chain Link II II II II II II II II II II II II II II II II II II S. ---------------------------------------------- 12.5-178; III II II II II II II II II II II II U II II II II II F II II IIII II II IIII1II IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII II U U I U U U U U IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII I1II1I IIIIII IIIIII II1II1 IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIIII IIIIII IIIIII IIIIII STRUCTURE EXCAVATION, RW 481 CY M... -..,®M III IIIIII IIIIII 11I I Ik STRUCTURELL, BIN339 CY of RW - 11I 11111 11 II II II II II 11 IBa+tom u'iU U U U U U p V U U U LEAN CONCRETE BACKFILL 148 CY -ANAR II II II II II II II II II II II II II II II II II III II 9II II II II II II II II II II II II II II II II IUI II IuI III I MU U U 300 DRILLED HOLE 2582 LF UUUUU VU V VU VUUVUVVBUV UI DU IV V V V NU UUM988989 U U 11 j 30"O Drilled Hale Typ STEEL SOLDIER PILE 2562 LFUUV STRUCTURAL CONCRETE (RW) 325 CY Datum Elev 310.00 1 1 1CLASS 3 CONCRETE (BACKFILL) 309 CY 10+00 11+00 12+00 13+00 14+00 15+00 16+00 ANTIETAM DRYSTACK TEXTURE 5433 SF BAR REINFORCING STEEL, RW 45,662 LB ELEVATION TIMBER LAGGING 22 MFBM CHAIN LINK RAILING, TYPE 7 622 LF Scale: Horiz , 40"-D" INDEX TO PLANS STANDARD PLANS DATED MAY 2006 er+ 20 -0 0. TITLE AIDA ACRONYMS A10B ACRONYMS AND ABBREVIATIONS (SHEET 1 OF 2) AND ABBREVIATIONS (SHEET 2 OF 2) AS BUILT 1. GENERAL PLAN A10C SYMBOLS (SHEET 1 OF 2)2. T 9 W P� �— STRUCTURE PLAN N0. 1 "A" A10D SYMBOLS (SHEET 2 OF 2) CONTRACT No. 3. STRUCTURE PLAN NO. 2 RW LOL— Line BO -3 BRIDGE DETAILS C.C.A. DATE Ll — / 3 —2-0 (.S A' STRUCTURE PLAN N0. 3 R7W� 5'-d' Varies B11-52 CHAIN LINK RAILING, TYPE 7 FOUNDATION PLAN R.E. NAME /'J. b /A/.f 74 l 6. RETAINING WALL DETAILS NO. 1 ' T- RETAINING WALL DETAILS NO. 2 Chain Link S. RETAINING WALL DETAILS NO. 3 Railing Lin Begin Rw No. 158 9. LOC OF TEST BORINGS i 11-5 10+00.00 BW LOU = _ Renfro Road 107.90"Lt "A' Line End RW No. 158 1 ••C' Line Sia IS-1+9B.I° 16+22.00 RW LOL = I R.E. Signature for i%a a proval 3a R Ty Drilled Hale 0<.9,"L, "" Line Sto 164+17.77 APproX OG = FG �TaP of RW Cop 110 ) „+00 Ir�farm tion IIr 1 I D _ _ DAs_Built -14+00 _ 15+00 _ _ 16+00 - _IR.- aP - " II rv{ 111 RW 0L rv` I Toe of slope Top of s10 a p Treated ructural wll I 589-16'14"E Timberncrete rv111 - Laggingscia i ^I - o II - - - _ - -- - - - - - - - - - - - - - - - - - - - - - - - - - Steel HP oilFA zl Soldier PilFG . +EA EA c 157+00 165+00 158+00 159+00 161+00 162+00 tfi3+00 t64+00 11 g Wes+slGe Parkway1.ry II On-_ A., Line Bottom o{ RW 589°21"05"E etl Hole - -- - - - - - - - - - - - - - - - - - - jllo I� u I_J Pile Tip u Ln�o TYPICAL SECTION Renfro Road PLAN CURVE DATA PE 3�8' 1'-0" Overcrossing Br. No. 50C-0352 1••= 40'-0•• i L X Antietam Drystock Texture ` NOTE: I Q)15250.00'1 36.19'05" 11721.95'13327.81 ' Extend 1'-0" below FG The Contractor shall verify all controlling field dimensions before ordering or fabricating any motel _ RE TA ININO WALL NO. 768 r .-Ill o R. KIM ALAN ZHENGRE GENERAL PLAN s, cx ovsns,cxr r R, prypRASEK o D. KIM R. ANORASEK o D. KIM PHOJECT INIIxEEH sJE Pct WESTSIDE PARKWAY - PHASE 60 . 0. KIM A. ZHENc TERMS 0ss CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT ---------------------------------------------- 12.5-178; ------------------------------------------------ ________________------------------------------------------------------------------ I AS BUILT CONTRACT No.%-9//�� C.C.A. DATE R.E. NAM/E//LJI R.E. Signature f fin pproval of As -Built information 'no.� sxEEis 2%< 999 v si? [C I�VI Na I f Na 09-28-12 NE I5TERED CIVIL ENGINEER PLAN5 APPROVAL DATE P re pored CITY OAKE F BU" IELD 1501 TRII ETON AVENUE DANERSFIELD cA LJFORNIA 93301 P raMMpo rrad by: AASCM Tr aavmraumrwi Begin Soldier Pile Retain7nq Wall measured along RW LOL = 622'-0" I RW No. 158 Ste 10+00.00 396'-3" Design "H" = 12' 011-52 Chain Link Elev 360.00 Weakened BO -3 RolliTolling Top of Plane, Typ 3-2 grain pipe A rox FG at Renfro Rd OC PP See Structure Plans RW Cap Typ Approx OR front foce of wall P _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I x 3 43 EDP it — ----------------------- ----------- -- cll I +_ r Abut WW� Ile, 117.11/ II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II III_z ED II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II Batton of RW 1 1 1 1 1 II II II II II II II II II II II II II II II II II I II II II II II II 11 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II 1 1 I I I I I 1 I 1 11 AI _ II II II II II 11 II II II II II II II II II II II II II II II II II II II II II II II II II III , Elev 323.67TO Piles = � pri lled holes -_ Pile No.— Q910 11 O2 13 14 IS 16 1© 18 O9 20 21 22 ©3 ©4 25 26 27 28 ©9 30 31 Q 77 Pile spaces 6 8'-0" = 616'-0" Datum lElev 300.00 Ll 10+00 11+00 12+00 °=1 NOTE tllThe Contractor shall verify all controlling field dimensions before ordering or fabricating any material. Flo ION oG ..I.. RETAINING WALL NO. 158 k STRUCTURE PLAN NO. 1 z`;o` WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 1 27;9 12.5- ELEVATION 1" 10'-0" GO I GNlir J, 1IRWiTAN o 0. NIN ALAN ZHENG A, R. pNOflASEM PROJECT ENGINEER o 0. qN LA—C. A-- —1— TIDAL RETAINING WALL NO. 158 k STRUCTURE PLAN NO. 1 z`;o` WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 1 27;9 12.5- I ' xo.� s�l±EEis fa eP 2566 J<4 ¢« q c[I VIJaaI eP 09-28-12 I's"IEREO CIVIL ENGINEER PLANS PPPROVPL nPiE Prepared4, CITY OF BAKERSFIELO 1501 TR O%TON AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared Icy: A---WM I � Soldier Pile Retaining Wall measured along RW LOT = 622"-0" I 396'-3" 40'-0" 112'-0" I Design "H" = 12' Design "H" It 12' Design "H" = 10' 1 11-5 Chain Link I Elev 360.00 Elev 361.00 Railing Top of Sia 13+36.00 Weakened BO- Sta 14+32.00 Type 7 Drain pipe RW Cap Ad FG at Plane, TYp 3-8 Approx OG Typ front face f Wall it m — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — m — N -I — — — — — — — — — — — — — — — — — — — _ _ — _ — — — — _ — r: liff N� NC; ma I I I I I i i i i I I I I I I I I I I Elev 351.5] I I I I I I I I I I m al I I I I J ?wl I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EIev 399.51 I I I I I I I I I I I I I I I I II I I I I 11=w �¢ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 I I I I I I I I I I I I I I II I II I I I I I II I I I II I II I II I III II I � �jl 1 I III III I I III �� III III II III III iN I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L{ 4 Lys 4 y 4 4 y wl I I �hj l I'7 I I`I I �hI I I`j I I I I` I I I I I I I I I I I �'Ij I I I I I I I I I I I I I I I I I I � 56 57 58 59 60 61 62 63 64 65 66 I N Piles = 51 52 4 5 Drilled M1oles —�� Pile Tip Bottom of FW i� © © O O O O O O O O O O Q Pile Tip EIev 31.57 - Pile Na. 3 9 5 6 7 8 9 40 41 42 43 94 45 9b 4] 48 09 0 Elev 325.57 ]] Pile spaces Daium EIev 300.00 13+00 14+00 15+00 ELEVATION NOTE: 1" = 10'-0'. The Contractor shall verify ail controlling field I8 almensions before ordering or fabricating any material. AS UILT CONTRACT No. /y e C.C.A. DATE �I-1_3 /S R.E. NAME /n G . 1r1l4--oll o 0. KIM R.E. Signature' f final approval of As -Built information "" "` ' xo.� s�l±EEis fa eP 2566 J<4 ¢« q c[I VIJaaI eP 09-28-12 I's"IEREO CIVIL ENGINEER PLANS PPPROVPL nPiE Prepared4, CITY OF BAKERSFIELO 1501 TR O%TON AVENUE BAKERSFIELD CALIFORNIA 93301 Prepared Icy: A---WM I � Soldier Pile Retaining Wall measured along RW LOT = 622"-0" I 396'-3" 40'-0" 112'-0" I Design "H" = 12' Design "H" It 12' Design "H" = 10' 1 11-5 Chain Link I Elev 360.00 Elev 361.00 Railing Top of Sia 13+36.00 Weakened BO- Sta 14+32.00 Type 7 Drain pipe RW Cap Ad FG at Plane, TYp 3-8 Approx OG Typ front face f Wall it m — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — m — N -I — — — — — — — — — — — — — — — — — — — _ _ — _ — — — — _ — r: liff N� NC; ma I I I I I i i i i I I I I I I I I I I Elev 351.5] I I I I I I I I I I m al I I I I J ?wl I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EIev 399.51 I I I I I I I I I I I I I I I I II I I I I 11=w �¢ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 I I I I I I I I I I I I I I II I II I I I I I II I I I II I II I II I III II I � �jl 1 I III III I I III �� III III II III III iN I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L{ 4 Lys 4 y 4 4 y wl I I �hj l I'7 I I`I I �hI I I`j I I I I` I I I I I I I I I I I �'Ij I I I I I I I I I I I I I I I I I I � 56 57 58 59 60 61 62 63 64 65 66 I N Piles = 51 52 4 5 Drilled M1oles —�� Pile Tip Bottom of FW i� © © O O O O O O O O O O Q Pile Tip EIev 31.57 - Pile Na. 3 9 5 6 7 8 9 40 41 42 43 94 45 9b 4] 48 09 0 Elev 325.57 ]] Pile spaces Daium EIev 300.00 13+00 14+00 15+00 ELEVATION NOTE: 1" = 10'-0'. The Contractor shall verify ail controlling field I8 almensions before ordering or fabricating any material. RE TA /N/NO WALL NO. 158 - d. xexMnnO o 0. KIM ALAry zxervc STRUCTURE PLAN NO. Y "" "` , F. ANDHASEK U. KIM a.IECT Essl z ios WESTSIDE PARKWAY PHASE SC „E D. KIM_ CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 7""9 o,.., — ®m,, 19 S-178 'r"`io � rieiis ¢°Q 256C 53CC z ��C[I VI' ��M1 uG,�� a 09-28-12 REGISTERED CIVIL ENGINEER IIUIGCs aln-11L Calf P repo ea sore CITY OF BAKERSFIELD 1501 TRU xTVN AVENUE BAKERSFIELD CALIFORNIA 93301 AA p—rr'",Gred by> ASCUM AS BUILT ITRACT No.g�v,�G A. DATES NAME n�� I E. Signot'u f final approval As -Built information Iv NOTE: Soldier Vile Hetalning Wall measured along HW LOL = 6ZZ'-0" dimensions before ordering or fabricating any material. RETAINING WALL NO. 158 -_ e+d. NERM AD . 0. rcIR ALAN 20ENc End STRUCTURE PLAN NO. 3 = ;r GE �__„ „•Ees�„„ . w. nxonasErc .-Ca o D. KIN RW No. 158 .o., .nEs 112'-D" 73.-9'. Sto 16+22.00 Design "H" =10' „E Design "H" = 8' C/TT OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT Elev 361.00 I GO Top of St. 15+76.00 I RW Cap Chain Link 11_ p rax FG at ing Drain pipe £Pon+ face o£ wall Tyla TYP Approz OG Elev 360.00 x rC;Elev 353.57 II II II II II II II II II II II II II II II II II II II II u111 II II II II II II II II II II II w I IyI ILII III III III III III III pile Tip l I I Ilyl 1Li1 I} I}I Idl I337.57 ~UI `jl Pileev s ea holes 71 Pile No. w 1 67 68 © Poile Tip Elev 331.57 Weakenetl BO -3 Plane, Typ 34 Bottom of RN 1 Eley 351.57 77 Pile spaces O 8"-0" = 616-0" 3'-0" Datum Elev 300.00 I 16+00 ELEVATION V.= 10'-0" 'r"`io � rieiis ¢°Q 256C 53CC z ��C[I VI' ��M1 uG,�� a 09-28-12 REGISTERED CIVIL ENGINEER IIUIGCs aln-11L Calf P repo ea sore CITY OF BAKERSFIELD 1501 TRU xTVN AVENUE BAKERSFIELD CALIFORNIA 93301 AA p—rr'",Gred by> ASCUM AS BUILT ITRACT No.g�v,�G A. DATES NAME n�� I E. Signot'u f final approval As -Built information Iv NOTE: _ The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. RETAINING WALL NO. 158 -_ e+d. NERM AD . 0. rcIR ALAN 20ENc o� o STRUCTURE PLAN NO. 3 = ;r GE �__„ „•Ees�„„ . w. nxonasErc .-Ca o D. KIN vnvee7 ExelxEEx .o., .nEs WESTSIDE PARKWAY - PRASE 6C o. rcm o „E C/TT OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT "9 GO ..... --------------------------------------- --------------------------------------------------- ---- ------------------- 12.5-178__j LEGEND: NOTE: O Indicates 30"0 drilled hole 1. No+ all utilities shown. For additional utility information, see "Utility Plans" I Exist Waterline See "Utility Plans" R9 1 i•l I' li I I I L IO R p I T � Soldier Pile 1(915250.00'1 n£ro Rd OC Abut 3 ( o ,n j e Structure Plans { u Soldier Pile .,J 1 .IT J 1 vox wus°xr LA R. ANORASEK ° 0. KIN "C"Line • J. SaM CmECKVD D. KIN I I I ,`10+00.00 I RW LOL `. 157 Begin Rw No. 158 ��- 589°16'14 E" �� = End RW No 158 RW LOL �' ,/ 16 22.00 RW LOL = 107,90' Lt "A L ne o � 104.97' Lt "A" Line to 157+98.70 . BC 126+16.20 v T T I_ BENCH MARKS B.M. "B 1208" SET -1970 Elev 399.35 NGS Bross Disk N 2327390 E 6245295 Located 1.15 miles East along State Highway 56 from Fruitvale School B.M."Y 1207' SET -1970 Elev 380.46 NGS Brass Disk N 2327751 E 6230860 Located at the intersection of State Highway and Calloway Drive. 0. SHE 560 3< °p L[IV I'Oa (fn uL:�� 09-26-12 CIVIL ER61NEEH PLANE AFFIDVVAL DATE Prepared for: CITY OF BAKERSFIELD 1501 TRU XTUN AVENUE BAKER SF IELO CALIFORN[A 93301 P.Epp.. ID by: A="'COM u�a PL Soldier Pile No.1 R p I T � Soldier Pile 1(915250.00'1 SO O Drilled Hole 3327.81' I { with TYR Soldier Pile .,J RAW 1 .IT J 1 vox wus°xr LA R. ANORASEK ° 0. KIN • J. SaM CmECKVD D. KIN I I I ,`10+00.00 RW LOL / Begin Rw No. 158 589°16'14 E" �� = End RW No 158 RW LOL T ,/ 16 22.00 RW LOL = 107,90' Lt "A L ne o � 104.97' Lt "A" Line to 157+98.70 Ste 164317.77 T 'T Westside Parkway 'r / Line ".,f 589°21 '0 S"E...6-' 589'21'05"E 8 .. s_ 3 .. - 159 160 y 161 �_. . VEC 159+44.01 - CURVE DATA No.1 R p I T I L 1(915250.00'1 36°19'05" 1721.95' 3327.81' PLAN 1" = 30'-0" ALAN ZNENG AS BUT CON -TRACT No. C "-.,p TE R.E. NAME%i7 �iI%ice R.E. Signature fo inal approval of As -Built information Ikit• 1 RETAINING O. 750 FOUNDATION PLAN w z;10`s I WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT I --------------------------- -------------------- 12.5-1781 e NOTE: The Contractor dimensions before shall verify allconraing ordering or fabricating field any material. j I - J. HERMSTAR ° p, KIM vox wus°xr LA R. ANORASEK ° 0. KIN • J. SaM CmECKVD D. KIN I I I PLAN 1" = 30'-0" ALAN ZNENG AS BUT CON -TRACT No. C "-.,p TE R.E. NAME%i7 �iI%ice R.E. Signature fo inal approval of As -Built information Ikit• 1 RETAINING O. 750 FOUNDATION PLAN w z;10`s I WESTS/DE PARKWAY - PHASE 6C CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT I --------------------------- -------------------- 12.5-1781 I I I Top of Pile Approx OG = FGA I F qAE 5_1 R/W-��RW LOL RW LOL Chain Link -Chain Link Roiling Railing Type T 11-52 Type T 11-5 Railing S NO.i SHEETS 6V eN °'Ti 256E S_ 6f ' C[IVI'oa IAn uil"' 09-26-12 FECISTIIDI gVll 1-111EF PLANS APPROVAL DATE Pre.Porad fora CITY OF ER AKERSFIELO 1501 TRUATUN AVENUE I BAKERSFIELD CALIFORNIA 93301 -l'-2° Plain Cap' ' ANTIETAM DRYSTACK TEXTURE Pr-Parad try: (No Texture) Approx OG = FG No Scale A_ --MM Tap of RW Cap Top of RW Cap AGW I , 1 I I R/W-� RW LOL R/W-H �RW LOL -Antietam - Drystack Texture Col Fascia w For details not Shan, see "Typical Section" Approx OG Approx OG SECTION AT CHAIN LINK RAILING d FG 2:1 Max 1/2• - 1' 0" slope y a w a a 4x12 Treated HP 14x]3 IIoF II 1 aA a o I Timber La n 99i g II m - o Typ II I backfill Hole backfill 0 o v 0 with concrete oI � II /z'm x B" Shear 3 I 1 1 a w 1 1 Stud 6 9, TYP A m� o- 0 1 I E_m n - L -J Pile Tip - E *Steel HP A Soldier Pile , R/W-��RW LOL RW LOL Chain Link -Chain Link Roiling Railing Type T 11-52 Type T 11-5 Railing S NO.i SHEETS 6V eN °'Ti 256E S_ 6f ' C[IVI'oa IAn uil"' 09-26-12 FECISTIIDI gVll 1-111EF PLANS APPROVAL DATE Pre.Porad fora CITY OF ER AKERSFIELO 1501 TRUATUN AVENUE I BAKERSFIELD CALIFORNIA 93301 -l'-2° Plain Cap' ' ANTIETAM DRYSTACK TEXTURE Pr-Parad try: (No Texture) Approx OG = FG No Scale A_ --MM Tap of RW Cap Top of RW Cap AGW I , 1 I I R/W-� RW LOL R/W-H �RW LOL -Antietam - Drystack Texture Col Fascia w For details not Shan, see "Typical Section" Approx OG Approx OG SECTION AT CHAIN LINK RAILING d FG 2:1 Max 1/2• - 1' 0" slope TYPICAL SECTION Note: For Design "H" see Structure Plan Na, I, No. 2 & No. 3 sheets Design "H" is only to be used to determine soldier pile size. * SOLDIER PILE SIZE II I `Bottom of RW I HP 14x]3 a o I II u I II I 30"0 II I backfill Hole backfill o II I with concrete oI � II 3 I 1 1 a w 1 1 1 1 1 I 1 I - L -J Pile Tip TYPICAL SECTION Note: For Design "H" see Structure Plan Na, I, No. 2 & No. 3 sheets Design "H" is only to be used to determine soldier pile size. * SOLDIER PILE SIZE Design "H" < 10 Ft Design "H" > 10 It HP 12x53 HP 14x]3 NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. L.T. nes ey. J RERM4pp R . ANaxASEN SIX GENERAL NOTES DESIGN. AASHTO Standard Specifications for Highway Bridges Dated 1996 with Interim Specifications Bridges and as supplemented by Bridge Design Specifications (Caltrans) V PARAMETERS: EXCAVATION BACKFILL Slope (Far Determination of Design Lateral Earth Pressures) Active Lateral Earth Pressure = 30 psf/ft of depth LEGEN Shear Strength, 0 = 34° _ FASCIA & CAP CONCRETE ® Indicates Structure Excavation f'c = 3600 psi (concrete a compressive strength a REINFORCEMENT: fy = 60 ksi (yield strong+ reinforcement bars) STRUCTURAL STFF Steel Piles - ASTM Design A709, Grode A572, Grade fy = 50 ksi (yield strengt fl, = 33 ksi (allowable str PILE CONCRETE' Class 3 Concrete TIMBER LAGGING Treated Douglas Fir Grade (rough sawn). to = 1500 psi. AS BUILT 6ONTRACT No. :;rq jAI Ptl-C C.C.A. DATE ISS - / 3 -20/5-_ LI 99. NAME EAC of steel) teel) R. E. 5ignatuq f final approval bfrAW-Built information Indicates Roadway Excavation Indicates Structure Backfill ITS OF PAYMENT FOR NATION AND BACKFILL 1/4" es: For Timber Lagging antl Concrete Fascia details, see "Retaining well Details No. 2" sheet. For Geocamposite Drainage details, see "Retaining Wall Details No. 3" sheet RETAINING WALL NO. 158 1- D. NluALAN zxexs RETAIN/NG WALL DETAILS NO. 1 D. NIM MUECT INEV.. D. KIM �2.z10a WESTS/DE PARKWAY - PHASE SC j"'® CITY OF BAKERSFIELD — PUBLIC" WORKS DEPARTMENT 12.5-178_11 C Soldier Pile t Soldier Pile RW LOL 2"_5" F`p 1 0 11-11. #51J 0 12 Shear Stud, Typ DETAIL 1 between A #5tla 12 -� I #5 Tot 3 thila 12 Soldier Piles #8 Tot 2 1 - io I tt5 Ta+ e - - (RW Cop) 11 _ r #8 Con+ To+ 2 Drill III/e"O hole in Soldier Pile Web RW LOL _ II. .I .I i .I U 1509 j Antietam DrysK AS BUIL 1 Texture (Front Shear 1 Timber tt5 #5 Typ I , Stud, TYP rLa99in9 ° I I 2" Cl, Antietam Drys TRACT No. GI W �i III TYP Tex+ure (where C.C.A. DATE 3 - #5 m 12 PARTIAL PLAN R.E. NAME.Co,sheer Stud, Typ Legg Ing, Typ II 1I. one I Soldier Pile Fasua Approx FD p 4gnatur f r final approval (face of wall) w 11 .r1 CTION A -A u70f /,• = 1"-0^ r rr� In II nl la I al I II I 1 0 1 la a o1 I^ II al Soldier Pile = — — — T FI — — — T TT Q Drilled Hole I ISI hII al II I Soldier Pile ___-_.. ------------------ 1-11 I oom Ill of loll Shear a1 Retaining I IIII I I II I 9 Stud, Typ III: 1 II Well Cap Drilled Hole J Timber I IYI 1 11 Soldir Pilo " Lagging ee _ in Typ Timber _____LJIILL------------------------ I-II Lagging IIII II Typ I IIII I II 1 ------ _ [III II Typ --Fl l - I n111 I1°I 1 lul I l a l Ia l�I al Bottom of RW 0 Drilled RW LOLLL I� IIII II hole, Typ I ul I ra o I Wall Step 2" I 1 (where occurs) /2'0 x 8 TYP #5 Tot 2 Front face. of wall 1 shall Verify Shear 5tud controlling (Texture not shown) I 0 9, Typ I 1 Soldier or fabricating any material. I wile, Typ 1 I DETAIL I er J, HERNSTAD D. RIM ALAN 21111Gs PARTIAL ELEVATION(Sh r q, ANGRASER p. RIM Rr RDJECT ExGmi n.. o•. Vere J. SJK D. RIM Ca own Delow COp) ^ ��-1•_0 NOTE: _ The Contractor shall Verify all controlling field dimensions before ordering or fabricating any material. er J, HERNSTAD D. RIM ALAN 21111Gs ox wces cx. r q, ANGRASER p. RIM Rr RDJECT ExGmi n.. o•. Vere J. SJK D. RIM SHOT 5 CETs f� � PCC 1�-- 'v o.rt✓ 09� REGISTERED EIVTL ENGINEER PLANS APPROVA 7ERTE P ---a red -+'or— CITY OF EI A I<E RSFIELO 1521 TRIJXTUN AVENUE BAKERSFIELD CALIFORNIA 93301 AAP ----orad by: /'L LEAN CONCRETE REMOVAL DETAIL hole with mcrete No Scale LEGEND: ®Indicates Lean Concrete Removal a RW Cap Indicates Leon Concrete Removal ¢ Timber Lagging and Concrete Fascia I-, RETAINING WALL NO. 758 1 - RETAINING WALL DETAILS NO. 2 z ;o' WESTSIDE PARKWAY - PHA $E SC CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT 1 T" "0.9 _ 12.5-178- (iL Soldier Pile fE Ora in fE Soldier Pile R/W Eaaal 21-D.. Equal W LOL 3"0 Drain Pip. C Geocomposite 11 Drain Fran+ face of wall PARTIAL PLAN � R/w ApproxOG Ga a (back f wall) Top of RW Cap in Link Railing not shown Bottom HP, Typ of N Cap -Times, Logging Typ Geocomposite Drain Wall H ) 6"-9" Ba+fom of Retaining Wall SECTION C -C ii Soldier Pile Sal tlier Pile Approx OG MIRRORED PARTIAL _---_—__---��—fid--_ I I I I II I 9 1 I S I II I I II I I I II I I II I I II I II I I II I I IIII I I IIII I GEOCOMPOSITE I lNl I I lel I DETAILS -�-IIII-#- I lul I I i4 I I IIII I I I11 I —T—�I 1-7 T— —T=1'i— III I III I lll� I I Illi e. J, M' A! I I I I I I I I I sl cx av¢nsl c.+ IIII I IIII I tt IS{f{{ i. Idl I ISI I p. KIM _—T-11-71l� ix .11 DATE i— I I 111 D. KIM I II IIII I I I I I I I I I I I I I IYI I I IYII' I' I _rJT_7_ I y I 3"b Drain Pipe j I I I Drain Grate I I I Approx OG MIRRORED PARTIAL ELEVATION GEOCOMPOSITE DRAIN DETAILS < NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. e. J, M' A! p. NIM ALAN ZHENG sl cx av¢nsl c.+ v fl. AHDflASEK p. KIM I'NOMEEn EnD11 ix .11 DATE r J. suK D. KIM NOTE: Antietam Drystack Texture not shown HEIT r TAI E No. SXEETS VP 4T 056E ]94 «s� ICIV I,NK Vn a cA. �w 09-228-12 REGISTERED CIVIL ENGINEER PLANS AL DATE CITY OF BAKERSFIELD 1501 TRUXTON AVENUE BAKERSFIELD CALIFORNIA 93301 Prepares by: A='COM Tnaamrm raean.mi x�`...anron AS BUILT — DATE No. Tg ��6 � DATE �%/ 2�-� n , R.E. Signatur fo inalopprovol of As -Built information RETAINING WALL NO. 158 RETAINING WALL DETAILS NO. 3 2xa, WESTSIDE PARKWAY - PHASE 6C CITY OF SAKERSFIELD - PUBLIC WORKS DEPARTMENT I B'x`e; x�9 1- .5-178. 9 NOTES l` 1, H.M. '0 991' t;p s SET '965 0 Elev 349.77 f �, NGS Brass Disk ^ a' N 2326014 E 6209600 ``Located at the intersection of State `° ¢ �" Highway 56 at Heath Road. *a{�; i 2. Groundwater was encountered within E .I a � ` e 006W the depths of exploration as shown on 1 the boring logs. 3. Hammer type - Automatic safety V hammer with a 140 to weight dropping 30 a Inches. RE— 1 - REW— 1 END NOV No. 158— BEGIN RW No. 156 IOC T U 'A" 164+17.77 107.90' Lt "A' 157+98.70(16+3200 RW LOO) 10+00 Rw LGL rRW LINE (ft) a . .a - e 0,sq oD7. I,n'a 57.0 ® 3 4.P B/20/12 ULUILR'% Praporad for': A LINE WSP� -- -- - dense, fine to coarse grained 'A" -Line of Westside Parkway EiAKERSFIELO CALIFORNIA 9}}01 9 0 2 3 4 Prepared by light brown, moist, medium Adam use, bb- AECOM Soo Aaybr CRANC AVC. SEco.a FI LOS ANGELES, CA 9W71 mm LImI 6�o E1ey 390.5 ear, { o 1410 F STREET FRESNO. CALIFORNIA 93706 330 - - NEVA POPENOE CARL„D�NSA&gROMEO 5 DESIGNavEasion. Elevation 3 en „ (ft) ep DAVID - PEARSON 360 Ek c, oar g 350 _ p se WI�I 340 e_, z m d s =g 320 'ss s vE .0 ElF[fl000. 310 a tl s 300 s c, CE RE— 1 - REW— 1 END NOV No. 158— BEGIN RW No. 156 IOC T U 'A" 164+17.77 107.90' Lt "A' 157+98.70(16+3200 RW LOO) 10+00 Rw LGL rRW LINE (ft) a . .a - e 0,sq oD7. I,n'a 57.0 ® .✓ B/20/12 ULUILR'% Praporad for': A LINE WSP� -- -- - dense, fine to coarse grained 'A" -Line of Westside Parkway EiAKERSFIELO CALIFORNIA 9}}01 9 0 2 3 4 moist, medium dense, fine to coarse grained POORLY GRADED SAND (SP) - brown, moist, medium dense, fine -to coarse grained SILTY SAND (SM) - brown, moist, medium dense, Fine to coarse grained VNIJKLY A P S - brown, most, medium dense to very dense, fine to coarse grained of m_. 2922 Deet. 290 m It 154+00 155+00 156+00 157+00 1513+00 PLAN 1' = 50' III u n Lightbrown,moist, medium dense to dense, fine to coarse grained T.anmaue M. e�'eze.s r..�. EPF7N 159+00 160+00 PROFILE Vertical V = 10' Horizontal 1' = 50' AUN MENG I 50EXXXX PROJECT ENGINEER �"' M7c (ft) a . .a - e 0,sq oD7. I,n'a 57.0 ® .✓ B/20/12 ULUILR'% Praporad for': CITY OF ENSFIELD dense, fine to coarse grained 'A" -Line of Westside Parkway EiAKERSFIELO CALIFORNIA 9}}01 Prepared by light brown, moist, medium Adam use, bb- AECOM Soo Aaybr CRANC AVC. SEco.a FI LOS ANGELES, CA 9W71 mm LImI 6�o E1ey 390.5 ear, { o 1410 F STREET FRESNO. CALIFORNIA 93706 330 - - NEVA POPENOE CARL„D�NSA&gROMEO 5 DESIGNavEasion. en DAVID - PEARSON m 06/08/07 PLAN 1' = 50' III u n Lightbrown,moist, medium dense to dense, fine to coarse grained T.anmaue M. e�'eze.s r..�. EPF7N 159+00 160+00 PROFILE Vertical V = 10' Horizontal 1' = 50' AUN MENG I 50EXXXX PROJECT ENGINEER �"' M7c (ft) a . .a ROW -3 360 57.0 ® .✓ B/20/12 ULUILR'% Praporad for': CITY OF ENSFIELD dense, fine to coarse grained 1501 iRGXiNN AVENUE EiAKERSFIELO CALIFORNIA 9}}01 Prepared by light brown, moist, medium Adam use, bb- AECOM Soo Aaybr CRANC AVC. SEco.a FI LOS ANGELES, CA 9W71 mm LImI 6�o E1ey 390.5 ear, Prepared by: { /6.E/NFE- 1410 F STREET FRESNO. CALIFORNIA 93706 330 m _ 6 Elevation (ft) a . .a ROW -3 360 57.0 ® .✓ SILTY SAND (SM) - Oght brown, most, medium 15 2.42 dense, fine to coarse grained — 350 POORLY GRADED SAND (SP) - ?::: light brown, moist, medium dense, fine to medium prained 340 mm LImI 6�o E1ey 390.5 ear, Exr_ lex 330 L ATE . , E 1I��r�.E of As -Built information I I I I I I I I I I I 161+0D 162+00 163+00 164+00 165+00 166+00 RETAINING WALL NO. 158 LOG OF TEST BOR/NOS STSIDE PARKWAY PHASE 6C - CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT 320 310 300 290 260 9 - 9 12.5-178 Bein RW9 No. 166-. Tro.n Io.. n .. �o� o a+,.,,.T..,. . I �+n ..,.�..e w,al R/ t5-3\ RR RSPEnd r RWtlNo. 166 I measured along RW LULL = 120"-0" SW H = 14" : a r-4•' 44•-0" 4e' -B" z4' -B•' r-4° INDEX TO PLANS CIVIL EIRv 3]1.6] RW H=6' RW H=6' RW H=6' 00, a�O ' ' Top of SW Elev 369.00 SHEET N0, TITLEj{ie SW 09 28 EIV.2012 No. PI 1. L L REGI TER ENGINEER PLANS dP pp°V AL xATE see SW pions pI PI SW No a 2. FOUNDATION PLAN p oared for: see SW plans 3. RETAINING WALL DETAILS NO. 1 C Y OF E3AKEa5F ELC) 4. RETAINING WALL DETAILS NO. 2 1501 TRU%TUN AVENUE Elev 358.00 Antietam Elev 35].33 5, RETA]NINO WALL DETAILS NO. 3 BAKERSFIELD CALIFORNIA 93301 pprox OG� Drystack Appl'ox FG Top of Texture RW Cop 6. LOG OF TEST BORINGS Freporaa by: L - - - - - - - - - - - - - TRC - - - - - - - - - - - A911 6-- 10680 10680 WHITE ROCK ROAD SUITE 100 1 1 El 354.33 'm-'� „ �m,�" RANCHO CORDOVA, CA 95610 Elsv 355.00 I 1 awanms, I I Elev 352.50 E Pile ieu 339,50 L I i t ILL' IL=I L=I I i t L I I Bottom of RW "A" Line RW LOL R/W Li -Varies 2'-5' Temp Pile No. 30"0 Drilldd Const Ease 1 2 3 4 5 6 ] 0 9 10 II 12 I} 14 15 Ifi Hole, Typ B15-3 �r Exist Wood r� Farce to se 3 IT plan, see Datum Elev = 320.00 I a BR SP4 SW Plans 18+00 +50 19+00 o' OG AS BUILT Tap of RW Cap - DEVELOPED MIRROR ELEVATION CONTRACTNo, %T9G(�� RW Ca - Scale: 1, = 10"-0" p "A" Line C.C.A. DATE �-13- 2.915 = Strac+arC1 R.E. NAME / 3 Concrete Treated �7rJ 1�� 4�E P¢G Posoin VELI ES o s * Lagging ./. o I ETW ry ar ED Steel HE /r Soldier R.E. Signatur for final approval Pile ry o Bottom of RW ETW of As -Built information 30"0 Drilled F. le PI "SW8" 18+15.33 ES x Antietam Drystack Texture, extend 1'-0" PI "SW8" 1]+]1.33 9].94' Rt "A" 166+50.98 below EG Pile Tip L_I 104.85'Rt A 166+07.52 "SW8" LOL = - RW LOL PI"SWB" 18+88.67 LOL98 .04'R1 "A" 167+24.31 9 N B1°3r oz' E s 89°16'14° E "SW8" LOL TYPICAL SECTION Ij 10 QUANTITIES - 3 N 81°37'02 E - ,._ S 89`16'14" E STRUCTURE EXCAVATION, RW (SW) 83 CY /Z 0 Exist Wood Fence STRUCTURE BACKFILL, RW (SW) 68 CY TO be removed, R/W LEAN CONCRETE BACKFILL 1] CY V1.in RW No. 166 see SW plans 30"0 GRILLED HOLE 310 LF STEEL SOLDIER PILE 290 LF 'SWB"1' . .O 166+07.73 99. RW No. ''1 STRUCTURAL CONCRETE (RW) 36 CY _ "SW8" 1i+]O.OD 99.38'8+ 0. 161+24.31 CLASS 3 CONCRETE iTEXTURELI 30 CY "SWB" 18+90.00 SOUND W DR(MASON TEXTURE 400 SOFT SOUND WALL (MASONRY BLOCK ON RW) ,580 SOFT TIREINFORCING LAGGIG PLA N MBESTEEL, RW (SW4 ) 4,940 MLES EEK o NOTE: 1"= 10'-0" The Contractor shall verify all controlling field N dimensions before ordering or fabricating any material. RETAIN/NG WALL NO. 166 " rc. Nelson ° M. cbrlsiensan"""°""" Mwk cbnafensm, GENERAL PLAN vcx avzxz�z"r v 6lmbaen ° M. UIrlStensen G. Imbsen d. Conklin PRm[cT Exc mEEx 5DE-0012 °E oz*u sz a cxecns uv°ui °v + C Pinkerton n M.mrlSt. °ee°K.Nelean bas BUS rense WESTS/DE PARKWAY - PHASE SC - C/TY Of BAKENSPIELD CALIFORNIA CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENTS. .6 12.5-1 soldier RW LOL— Pr1$porad for: 5 T OF BAKERSFIELD 1 1501 RUTUN AVENUE BAKERSFIELD CALIFORNIA 93301 P r'epored by: A ---MM TRC /'1�VVsoseo wx rte ROCK ROAD DITE 100 rvamms.iawa me®euv RANCHO CORDOV4, C4 956 70 / 6- oo R.E. 5ignatur f r finalapproJgl —� y -- �� \ of As -Built information �, Pil = ; & 30"0 drilled hole, Typ See Note 4 INtl�16 Saltlier Pile .En large hole To M -' -- provide 3" clear _. 2 D„ 6 SPaces Q 6 11 Ili = 91' 11 9 �— Po es 0 ] -11"-'-3L' S _. 7tPI o __-- CORNER DETAIL ' swe PI LOL = eR+1"A' _. �2 _ n PI SW8 1 7+71.33II RW L 104 85 Rt A 166 07.52 97 94 OL_ _ —____ ..,5 E-:- -. 166-50.98 6 I 8 9 66'140 98 swe" 1 98 04 Rt A '6]" - 16]+24.31 „ ........_-- N 81°31'02 SW8 LOL at 3707E � __, �. -„� � /) E_— - 1 I _ � _. .. l SW8" LOL__.__ _ a — _ LEGEND: - E g-89'-1614lndicates -- � 359 � [ 30"0 tlrilletl hole /"!Y I lz Be in RW No. Y.•, tiJ 166,nf / `I C( I , e NOTES 4 W' 106.16' Rt m A" 166+07.73 fMaj ��-� SW8" 17+70.00 II End RW No. 166 1. Contractor shall field locate all utilities _¢ 99.38' "SW8" R+ "A" 167+24.31 ?{ =� in vicinity of wall prior to Soli construction. BENCH MARK: - 18+90.00 1 �\ l 2. utilities to be relocated shall be relocated - prior to wall construction. B.M. "B 1208" SET -1970 Elev 399.35 0Disk N 237390 2 3. Utilities to remain shall be protected in place, E6245295 see "Utility Plans" " Located 1.15 miles east along State PLAN Highway 58 from Fruitvale School 1"= 10'-0" 4. Weld as necessary to hold position of pile prior to setting in concrete. NOTE: The Contractor shall verify all controlling field °'. dimensions before ordering or fabricating any material. RETAINING WALL NO. 166 K. Nelson ....... M. Ch, 11 ivs casoi xo� Nark C„ri Stensen sn we xw FOUNDATION PLAN s��^�.E^��xr almbse ...nxr e. u M. cnrlstensen c.lmosen v, coakna sRvscT sxclxcsR 50E-0rA 012 cxecx¢o Po,. x"" WESTS/DE PARKWAY PHASE BC CITY OF BAKERSFIELD CALIFORNIA ousxrrties C. Pinkerton �c=.ED M.[„rlstensen z snnunaxs M. 225 d smx an Dere CM1ristensen cwu.a[ wK, Nelso r E GTY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT T 2 6 12.5-178 R/W >mp I Ease °n SOLDIER PILE SIZE RW H 1'-2" Plain Cap (No Texture) RW H ) 10 Fr OG 12.53 Top of RW Cap 14x73 — ' Top of Pile wIIITF Rocx gonD SOITE 100 w•AW wGAO RANCHO CORDOVA• CA 95670 7 J I ry m R/W r j/ Approx OG A - Antietam Drystack Tex+Ore 4x12 Treated ER Timber Lagging, 2-_ Concrete r A TYP ov Fascia - F -A o L m FG 2:1 Max Grade slope to drain /,"m x 8" Shear 'E " Stud 0 9, Typ - -_ _ - - .Steel HE _ Soldier Pile I I 30"0 Drilled I I Hale backfill with concrete I I I I I I I I I I 1 I I I I I I I I I - I I I 1 I I Pile Tip L -J d TYPICAL SECTION NOTE: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. SIG' OFF DITC GENERAL NOTES: DESIGN: AASHTO Standard Specifications for Highway Bridges Doted 1996 with Interim Specifications Bridges and as supplemented by Bridge Design Specifications (Caltrans( SOIL PARAMETERS: (For Determination of Design Lateral Earth Pre Active Lateral Earth Pressure = 30 psf/ft of c Shear Strength, 0 - 34° SEISMIC EARTH LOADING: 4 p.£/ft of Wall Height. Max & Top. FASCIA & CAP CONCRETE: V. = 3600 psi (concrete and sho+cre+e compressive strength at 28 days) REINFORCEMENT: fy = 60 ksi (yield strength of reinforcement bars) STRUCTURAL STEEL: Steel Piles - ASTM Designation: A909, Funds 50 or A572, Grade 50 fy = 50 Ks! (yield strength of steel) HE, = 33 kc! (allowable stress in steel) PILE CONCRETE: Class 3 Concrete TIMBER LAGGING: Treated Douglas Fir Grade #1 or better (rough sown). fb = 1500 psi. * SOLDIER PILE SIZE RW H < 10 F+ RW H ) 10 Fr HE 12.53 HP 14x73 L BUIJ �� 3 — qL�� ea,� R.E. Signatur fo f' alapproval Of AS -Built informat"op—,L PiRW i le ANTIETAM DRYSTACK TEXTURE No Scale n. Nelson M.Lnrlatenern Ml Girlstenssn c. lmbse M. rnrlsrensan PROJECT ENGINEER � C. Pinkerton M. Christensen Approx Approx 2:1 Max PrlN poral for: OBAKERSFIEIO 5 T I SDI RUN AVENUE B0.NERSFIFLUELD CALLI FFORNIA 93301 P �epo�ad by: V w—y.��� -CM TRC TRIG10680 /• wIIITF Rocx gonD SOITE 100 w•AW wGAO RANCHO CORDOVA• CA 95670 RW LOL �y �[ Pile R/W r j/ Approx OG EXCAVATION BACKFILL I: LEGEND: r77777Q Indica+es S+ruc+ure Excavation I - Indica+es Roadway Excavation - ® Indicates Structure Bockflll LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL NOTE: 1. For Timber Lagging and Concrete Fascia details, see "Retaining Wall Details No. 2' sheet. o RETAINING WALL NO. 166 I o ELO� RETAINING WALL DETAILS NO. I h zs WESTS/DE PARKWAY - PHASE BC - CITY OF BAKERSFIELD, CALIFORNIA CITY OF BAKERSFIELD - PUBLIC WORKS DEPARTMENT --- -----------'1-2 5