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12.5-177 Record Drawing
x I D£E CONTRACTOR LICENSEAS SPEFIED IN THE TMpT CE TO BIDDERS." BORDER LAST REVISED T/2A1010 CITY OF BAKERSFIELD PROJECT PLANS FOR CONSTRUCTION ON WESTSIDE PARKWAY IN KERN COUNTY IN BAKERSFIELD AT CALLOWAY DRIVE INTERCHANGE 70 BE SUPPLEMENTED BY STANDARD PLANS DATED 2010 I:AI&YE7.Ay RE4Ttn B R SCALE IS IN T C ES 10 Ky" 4 E4a $p 06 1 Ker I LOCAL R47.O_ 1 48 QMkvI LEGATION MAP t a APPROVED RVQ r 1� 41J., BuLe�nwx�- 1-11 17 ccrr a uASArNTs Iru,OO[c'�.s� �iss1'^is*wr m�iscm�R ` urr a e.anrrcu UR6 ,. ifl41E nn_ ERTRI[E• rc nn a eunc Rlp arca E4EiML0 /4 Al—v 12/09/1- YA 8p,Eva,4�= PA.IMLT fN6MEfl1 WTE b IEERRAe nVIL cxeucsx n 1000 12 8/98 i gA,0I/81R6 ` PLANE w Ae I C.1TE .y4 CIVIL lX 40ft 6 fJGiYO81'l/ OI Ila 3A. ryLE+� 4Fi'?EAS Ci I@T'IS SMUG .Wf N' N MwVw'sc XMWAc desx w> n CONTRACT No. PROJECT 10 12.5-1 UNIT PROJECT NUMBER & PHASE eal FRE =J OFMM�' UI2E01.Gp� INDEX OF PLANS SHEET i NO, DESCRIPTION 1 TITLE AND LOCATION NAP 2 TYPICAL CRO55 SECTIONS 3 KEY MAP AND LINE INDEX 4 PROJECT CONTROLS 5-6 LAYOUTS 7-12 CONSTRUCTION DETAILS 13-15 TEMPORARY WATER POLLUTION CONTROL AND QUANTITIES 16-17 CONTOUR GRADING 18-22 DRAINAGE PLANS, PROFILES, DETAILS AND QUANTITIES y 23-24 UTILITY PLANS 25 CONSTRUCTION AREA SIGNS b 26-30 TRAFFIC HANDLING AND QUANTITIES " 31-33 PAVEMENT DELINEATION PLANS AND QUANTITIES 34-37 SIGN PLANS AND QUANTITIES g 30-39 SUMMARY OF QUANTITIES 40-42 EROSION CONTROL PLANS AND QUANTITIES 43-48 ELECTRICAL PLANS AND DETAILS e w THE STANDARD INCLUDED PLANS LIST APPLICABLE TO THIS CONTRACT IS IN THE NOTICE TO BIDDERS AND SPECIAL PROVISIONS BOOK. x I D£E CONTRACTOR LICENSEAS SPEFIED IN THE TMpT CE TO BIDDERS." BORDER LAST REVISED T/2A1010 CITY OF BAKERSFIELD PROJECT PLANS FOR CONSTRUCTION ON WESTSIDE PARKWAY IN KERN COUNTY IN BAKERSFIELD AT CALLOWAY DRIVE INTERCHANGE 70 BE SUPPLEMENTED BY STANDARD PLANS DATED 2010 I:AI&YE7.Ay RE4Ttn B R SCALE IS IN T C ES 10 Ky" 4 E4a $p 06 1 Ker I LOCAL R47.O_ 1 48 QMkvI LEGATION MAP t a APPROVED RVQ r 1� 41J., BuLe�nwx�- 1-11 17 ccrr a uASArNTs Iru,OO[c'�.s� �iss1'^is*wr m�iscm�R ` urr a e.anrrcu UR6 ,. ifl41E nn_ ERTRI[E• rc nn a eunc Rlp arca E4EiML0 /4 Al—v 12/09/1- YA 8p,Eva,4�= PA.IMLT fN6MEfl1 WTE b IEERRAe nVIL cxeucsx n 1000 12 8/98 i gA,0I/81R6 ` PLANE w Ae I C.1TE .y4 CIVIL lX 40ft 6 fJGiYO81'l/ OI Ila 3A. ryLE+� 4Fi'?EAS Ci I@T'IS SMUG .Wf N' N MwVw'sc XMWAc desx w> n CONTRACT No. PROJECT 10 12.5-1 UNIT PROJECT NUMBER & PHASE eal FRE =J OFMM�' UI2E01.Gp� 5' TO 21' 3' Exist MALL VOY 2.T VO' A oft } 10 3.5% —�,% T� vv "'TEft OG J 2 SAMGIT _ — — O — CODC CURD_ PER PLM "CAL" 33+64 TO "CAL" 37+10 SB CALLOWAY Dr 'CAr LINE CITY ES Ew ETN ES R/M 4-1 24' Var 1 8' 13,1 Var 0' TO 12 47' TO 223' 1 { OG _ 1=np�0� V0r Exis+�j F��� .6X TO 11% HIK A DE (TYPE E) _HNA CUTTER (10:1) 1 fA❑ �SAMCUI F I 'CA3" 93+02 TO 'CA3" 99+42.02 EB CALLOWAY Dr OFF -RAMP 48 ]aSTIM PAVEMENT STRUCTURE SECTIONS 0.55" HILA (TYPE A) RE6ISIEAEO CIVIL E916IIEER A 0.75' Cl 2 AN 0.45' HNA (TYPE A) ' 12/09/16 B 0.50' Cl 2 AD PUNS APPROVAL tD`X 11P642fYA, gl4Hb0A 911M I r. INODN' AWJE ImImEm, LN.ggpA1 93101 TYPICAL CROSS SECTIONS NO SCALE X-1 1 UNIT PROJFCT NUMBER A PHASE 12.5-177 NOTES: TYPICAL PAVEMENT STRUCTURE SECTIONS (TYPE A) ml 1. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL UL 0.75CI 2 AD 0.75 SECTIONS) ME SUBJECT TO TOLERANCES SPECIFIED IN (TYPE A) THE STANDARD SPECIFICATIONS-I�Ir0.0.50' L`_IL CI 2 AD 2. IOCATIONS ANO TYPES OF HNA DIRE AND CONCRETE CARRIERS ME SHOW ON THE UYWTS MUMM D THE SY Mr 0.'HMA (TYPE 0.) OF OUMIISHEETS. SHEETS. u L 0.5050' CI 2 AC uL 0.35'HNA (TYPE A) _ DESIGN DESIGNATION - WESTSIDE PARKWAY ADT (2012) 94,500 D 55% MT (2036) 152,000 T 8% DHV 15,200 V 65 Wh ESAL 31,410,000 Tlw 15.5 PAVEMENT CLIMATE REGION: INLAND VALLEY Cm "CAL' LME RA HP FL FTN 5' TO 21' 3' Exist MALL VOY 2.T VO' A oft } 10 3.5% —�,% T� vv "'TEft OG J 2 SAMGIT _ — — O — CODC CURD_ PER PLM "CAL" 33+64 TO "CAL" 37+10 SB CALLOWAY Dr 'CAr LINE CITY ES Ew ETN ES R/M 4-1 24' Var 1 8' 13,1 Var 0' TO 12 47' TO 223' 1 { OG _ 1=np�0� V0r Exis+�j F��� .6X TO 11% HIK A DE (TYPE E) _HNA CUTTER (10:1) 1 fA❑ �SAMCUI F I 'CA3" 93+02 TO 'CA3" 99+42.02 EB CALLOWAY Dr OFF -RAMP 48 ]aSTIM PAVEMENT STRUCTURE SECTIONS 0.55" HILA (TYPE A) RE6ISIEAEO CIVIL E916IIEER A 0.75' Cl 2 AN 0.45' HNA (TYPE A) ' 12/09/16 B 0.50' Cl 2 AD PUNS APPROVAL tD`X 11P642fYA, gl4Hb0A 911M I r. INODN' AWJE ImImEm, LN.ggpA1 93101 TYPICAL CROSS SECTIONS NO SCALE X-1 1 UNIT PROJFCT NUMBER A PHASE 12.5-177 m2m 1 3 98 SAME NUMBER FOR ALL OIHEH PLAN VIEW SHEETS. J '» 12/09/16 _ -„ 13GISIkJiED CIVIL 0MUAE. ..TE V T4�K ¢ 12/09/16 J 11 1 BORDER LM151` REVISED 7.2i211lU o< Py L_I GPy -'CAt' LINE 'CAS" LINE \ To "MSP" LINE I-5 Fury 2ao 320 "CAS" LINE "CAT" LINE L-2 _ J To BAKERSFIELD rrC➢Q un. 6UEEFEN tBY EST O.NU! SIIEkf Im IWIXIIM MBIE rlvUou, cLLII'oau snz< 9uEx41 , ruwQ smi Read Dfa...:n9� 6.��•Ig KEY MAP AND LINE INDEX No SCALE K-1 ua"xuc'>x UNIT PROJFCT NUMBFR R PHASE 12.5-177 D(}I FItE ) O4 060.OJC CI JO0 Lcpn � R 1 E IHL�' Lt � � � NOTES: 1. FOR COMPLETE PROJECT CUNIRUL DATA, SEE THE SURVEY RECORDS ON FILE. IN THE SURVEYS DEPARTMENT AT THE DISTRICT OFFICE. 2. BASIS OF BEARINGS AND COORDINATES: THE BEARINGS AND HORIZONTAL COORDINATES SHOWN HEREON ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83) , ZONE 5, 2004.00 EPOCH, RELATIVE TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83) , AM WEHL ULIEHMINED BY GLOBAL POSITIONING SYSTEM (G.P.S.) TIES TO TWO CONTINUOUS GLOBAL POSITIONING STATIONS (C.G.P.S.) REFERRED TO AS DVPP AM WGPP. SAID STATIONS ARE PART OF THE CALIFORNIA SPATIAL REFERENCE NETWORK (C.S.R.N.) AND WERE HELD "FIXED" HORIZONTALLY IN THIS SURVEY. THE BLARING BETWEEN C.G.P.S. BVPP AM WGPP BEING S 63°14'53" E, AS DERIVED FROM THF POSITIONS FOR SAID STATIONS, IN SAID EPOCH, WAS USED AS THE BASIS OF BEARIIJ05 FOR THIS SURVEY. BASIS OF ELEVATIONS= THE ORTHOMETRIC ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VEHIICAL DATUM OF 1988 (NAVO 1988) AND WERE DETERMINED BY DIFFERENTIAL LEVELS AND FAST STATIC GPS TIES TO NGS VERTICAL CONTROL MONUMENTS M 364 (PID FU1759, ELEVATION 374.011 4. IN THE EVENT GPS MACHINE CONTROL/GUIDANCE 15 USED FOR THIS PROJECT, THE CONTRACTOR SHALL CONTACT AND MEET WITH THE SURVEYS DEPARTMENT AT THE DISTRICT OFFICE TO OBTAIN ]HE CONTROL NECESSARY 10 ESTABLISH A PROJECT CALIBRATION COMPATIBLE FOR ALL USERS. TO I-5 Fwy BORDER LAST REVISED 721/_U10 [I1711"Tol m YC,w Ilm L.1 .IIIIit•5`JItlu I- UES"STIGANAIITIONON ORDER NORTHING FASTING ELEVATION J MM4 1ST 232770453 6227509.42 374.01' �pyyl� V LINE WESTSIDE Pkwy it R7:'Hy7(�I(62 CART- CALIFORNIA DEPARTMENT OF TRANSPORTATION CDH - CALIFORNIA DIVISION OF HIGHWAYS PID - NATIONAL GEODETIC SURVEY PERMANENT IDENTIFIER LEGEND: ISE ORDER STATION DESCRIPTION 3 3/4" USCGS B.D. "M364 1953" APPRMEO 4W J0hV./ECT 6MMIE'.0 IAR-Q61G7-iqV aw iv kc�q ,�t y Lt PROJECT CONTROL NO SCALE UNIT PROJECT NUMBER A PHASE PC -1 12.5-177 PEfilSTEOm CIVIL ENGMfA OgTE ��e b 66515 PtwXS /WtHIIVgL Vw It r W/!0/16 PIASOIN [Ii1 OF &16ASIflD lm WSf WV N4 EMELT PALVkMA� I CnW.FOp111. 91128 wIF 1 m, AWN£ MIFRWhLD� fR¢C@Qq 93iM 1- O LL 6'12'!e .a 6I11WW1E Ave m m i 0 Y V m ROSEDALE Hwy o 2� SX N W F- o F TPoM(RM Ave Z r PROJECT CONTROL NO SCALE UNIT PROJECT NUMBER A PHASE PC -1 12.5-177 NOTES: 1. FOR ACCURATE RIGHT BE NAY DATA, SEE RIGHT OF NAY YAPS AT CITY OF BAKERSFIELD. 2. FOR REMOVALS, SEE CONSIRUCIION UEIAILS SHEET C-1 TO C-2. ABBREVIAT c GIL CHDPPC F IC MVP U O OiFn ER Ln a-VTEE. 7,2/2010 0R (�-k4y Irgxxur r asj snLt ° e HNTT _. pO1 RIF > OOInap04�Ao JI6 S 1 48 -I- 12M9 12/09. IEGSSiFRED CIVIL EMCII£E. n1TE vuear mYa MuaA lop 9ESi .I1Nlf SIIF£r 1Np INttRM 1191[ PAWIfI.y GLIFMd[A 911N Blh➢4II1DL1Lgpppl 9ygl 6 i2, 10 CURVE DATA NO.(!) R DT L T 2700.00' 32"04'26" 776.09' 1511.44' PROJECT NUMBER & PHASE LAYOUT SCALE: 1" = 50' L-1 12.5-177 ROTE: FOR ACCURATE RIMT OF WAY DATA, SEE RIGHT OF WAY MAPS AT CITY OF BAUERSFIELD. CURVE DATA No. R A T L 5 - T 625A0 2700.00' 25"36'38" 142.06' 279.3T- 1 32"04'26" 776.09 1511.44' 6 I 98 REfSSiE11ED LIVIL EMGpEEfl 1f CRP OF 6Uffi1E1D Im l — Slrtfi 16001fMIM11WME P75MBL4 G41fRdA� 91121 BM1A4SlD C,LLlidtl6193SR 12.18 HDklphR LAF erV6f6 7/2/2CF0 I =—>E043001C 091 f31£ _> 09-0600000001euJ01.dpn gILATIVE MROFq IlAll IS IN INLNES PROJECT NUMBER A PRASE LAYOUT SCALE: 1" = 50' L-2 12.5-177 MATE' FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY MAPS AT THE CITY OF BAXERSEIELO. GE F77/71 i i /71 REMOVE HOT MIX ASPHALT HIM) PAVEMENT 11,490, cR 44t�' T 4 12/09/t6 pnxe: s, PEGISlFJ1E0 LIVIL ENGINEER GATE '�'q 12/09/16 ��°�X 1WIF 1L e PLNtS .VNIV VPL OAIE 2' M. 66515 6.46 ' s rvI PWSWC: LILY 6 96MO6HOW Im FA WMR SR6ET I" W11MW16WME PASURN4 W fUMM 911N MIA¢pp, f (IWN[[h SM � ').2. l'3 CONSTRUCTION DETAILS (REMOVAL PLAN) SCALE: rLso' C-1 eoaoea LAST aev�seo livma 'a1p'-'P'°5bO10 R ° ' ' UNIT PROJECT NUMBER & PHASE O1i191E =J OYOtiO°°OWO1 �pW}�dgp pEE'IS IN INLEESSrE� 12.5-177 NO -E- FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY MAPS AT PIE CITY OF BAKFRSFIFI.D. I,[.l)fN I REI 1-1I111 //]/2C RFl. Ilm 3oHofa s f OGII fZLG� 09-06000WOOl gopOY AFS IS .N INCHES Cl UNIT 12/09 HEG1SlEPm LIVIL F..FR ORF PN9M6 QIT Ci BNtH3FlElD iW RSI tYMll SIMti 160D IIILO(RM AWAG P15M41Y, GY1FYdYA 91121 ,�gYtpglpp� f.YRprypp 933D1 �Seco� IJrA�s G-ts-ta CONSTRUCTION DETAILS (REMOVAL PLAN) SCALE: 1 •=Soy C-2 PROJFCT NUMBER R PHASE lim FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY MAPS AT CITY OF BAKERSFIELD. 9 S' 12/09A6 erss� RE.1 RFA CIVIL EM{ Hi UAIE oe ,Vc Z 9M16 N 1210 1 2/09/16 � 66515 �rrnoVu Dere mAM6 Y Asq PIlWl6 CfIY6 1Y[ S rr�P� &Iff14F1➢ im f5T YMMR SRYEf Ism 19 P65WBM•f.HWf(6PA 911N &MP46ia. 17raw•.ng. 1YHIE 1➢�G1Sm11693iY1 I�ew.-d 6.12 • IS CONSTRUCTION DETAILS CCAV LINE RAMP DETAIL) SCALE: 1'=20' C-3 M1uotN lAtil NFa1tiro T/2/2010 ,'°°0'6010 RELATIVE 9o9oeR SCALE o 1 z 3 UNIT PROJECT HUMBER & PHASE __ _ qi1 fIlE=J09-UfiCW00001ga0ID.tlgn SS !N INCHES 12.5.177 NDTES: 1. FOR ACCURATE RIGHT OF NAY OAT AT CITY OF BAKERSFIELD. CURVE DAi No. ® R 1 4 1 45.00' 1 W100'00" c�-w Ll- -- BORDER LAS- REVISED 11212010 cl�� I? IV ©�,a W.EtffFiF ifiOU 1NR11N .NMF &IEISIEID. ULFWQ\ 9iVI G - CONSTRUCTION DETAILS ("CAV LINE RAMP DETAIL) SCALE. 1 "=20' C-4 OI p®1 B. > WVVOLUVUUUVU1 ga011 .]gn RELA IS EN 1NCRES�ALE O ? ; MIT PROJECT NUMBER &PHARE 12.5-17i NOTE FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY NAPS AT CITY OF B"ERSFIELO. +38.14 LL -_1 BORDER LAST REVISED !2/20ID 27' If "CAV +22.59 (372.28) JOIN Exist 32' Lf "CA5" +22.59 BC CURVE DATA No. ® R I A T l 1 40.00' 1 9&12'01" 40.14' 62_97 ejA �O. �t "gP050'� ES CURB TRANSITION 12/09/16 xEclsTEr¢D nvrt ElcclaEEn Are ee4 12/09!16 :� � �� � PUNS APWIDVAI DATE 6H15 O6A0/IG 11111 ,- 5011 BAY TAPER TABLE a 210 1 Y6T STATION OFFSET Lt OF "CAC' 35+90 64.00' 36+00 63.75' 36+10 63.00' 36+20 61.75' 36+30 60.00' 36+50 56.00' 36+70 52.00' 36+80 50.25' 36+90 49.00' 37+00 1 48.25' 37+10 1 48.00' W Wulf SIIFFf 1iW 19QIN1 AYfYE 1'ASIDOA, WIlWWIA 911N 91NIBlE1➢, Ltl-SgL�A 4Up1 �.i.z•(s 311.71 FL - \. 64' Lt "CAL" 12A.87 EC ' 2�D 372.35 TC 1 i 371.85 FL_- 372.40 IC 372.46 TC 372.52 TC 372.57 TC 372.62 TO 372.68 TC 372.74 FC 372.83 TC-- (17372.24 FL �� - 371 .9D D- 71.96 ELf372.02 f 372.07 F 372.22 FL/372.18 372.33 FIL 373.04 TC 373.23 TC 373.36E-,_�__ CITY Rely.. 372.50) 48' Lf "CAL" +10 71.70 FL nil-_.._ \ (373 S'J IC - END 2 CURRF{TYPE_ PDINF R -40'J 7+1_1 +00 �25 +50 +i5 WO +25 +50 +75 A2-61 +00 JOIN Exist - - ,/ (372.61) 372.81). (372,83) '`� (372.75) ( (372.86) (372.85) (372_90) (37293) (373.00) (313.06) +10 1373.1U _- +18.67 (37291)- Q373.13) (372.69) 1'I _ -- -_ -_ JOIN Fxtst - CALL0IAY OR .. 'CAL'_C1NE- 4 - \"CA5" 201+27.59 POT=_ -- -- -- - """' "CAL" 33A57.U0 POC - CAI" 399+51.35 POT- CAL" 33+40.00 POC - -_ - - CIT... 71r-. �(+ CONSTRUCTION DETAILS t� (SB CALLOWAY Dr TO WB WESTIDE PARKWAY ON-RAMP DETAIL) SCALE 1"=20' C-5 u�nwc->Pooaaaas ga11lIL Od oG0000000l WutY-tlrclunea.agn RELATIVE BORDEN -ILs o e Is N INCFEs UNIT PROJECT NUNBFA &PHASE 12.5-177 NOTE: I. SEE SHEET X-1 FOR TYPICAL PAVEMENT STRUCTURE SECTIONS- RNA N�W s Es F ,P� _ _ _ TYPEUENE zx F2:/ -__—__ — _--____�—_ __.____._—_ ___— FR -J CASE 1 SECTION A -A BORDER LAST REVISED 72/2010 20' 1 12 1 48 \ Stu ------------F—OFFSET�ES � DIRECTION OF TRAVEL �\ ETM MVP LOCATIONS WP No LITE vsims cnY av auaLn'mn OFFSET CASE 1m i T MLMR sIMEI Ism - cweE "CAi" 401+65.00 PAStlINy%Y.iQMI� 911N pq GLLRpMIM 93ip1 I1 l Lre.l.y�] f —G'GcleM �� b b•�2•IE3 � 1 \ Stu ------------F—OFFSET�ES � DIRECTION OF TRAVEL �\ ETM MVP LOCATIONS WP No LITE STATION OFFSET CASE 1 - "CAi" 401+65.00 1 DO'It I1 CONSTRUCTION DETAILS (MAINTENANCE VEHICLE PULLOUT) NO SCALE C-6 LL41iFAR -1 N I.. RELAT SVE 30NDER SCALE C 1 � i ora. xTtE _> waoaooaom9ams.agn x cies i i UNIT PROJECT NUMOER & PNASF 12.5-177 ri NOTES: 1. FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT BE WAY MAPS AT CM OF BAKERSF1140. 2. LOCATION SHOWN ON PLANS FOR TEMPORARY CONSTRUCTION ENTRANCES AND TEMPORARY CONCRETE WASHOUTS ME APPROXIMATE. EXACT LOCATIONS TO OF DETERMINED BY THE RESIDENT ENGINEER. 3. AREAS THAT ARE DISIUHBED WILL REQUIRE TEMPORARY FIBER ROLLS AND TEMPORARY HYDRAULIC MULCH (BFM) AFTER GRADING IS COMPLETE. 4. TEMPORARY WATER POLLUTION WNIROL PLANS ARE INTENDED TO BE USED AS A GUIDELINE ONLY AND THE CONTRACTOR NEEDS 10 PREPARE A SWPPP DEVFI OPFD BY A OSD TO COMPLY WITH THE WATER POI (REIGN CONTROL REQUIREMENTS. LEGEND IEMPURARY HYDRAULIC MULCH (BONDFD FIRER MATRIX) SA SAMPLING AND ANALYSIS LOCATIONS IEMPORARY CONSTRUCTION ENTRANCE (oj TEMPORARY DRAINAGE IN FT PROTECTION —Wk—, TEMPORARY FIBER R01 I. (TYPE 11 —TSF—. TEMPORARY SILT FENCE [WAST TEMPORARY CONCRETE WASHOUT Temp Ol PRO "CAC' 34+1( Beg Temp SILL FENCE Temp Const E Temp Con, Temp F "CAL" 36+2( END Tcmp SIL1 FENCE Tenry SILT FENC HYDRAULIC -MULCI 509 SQYD Ma Urnd l%er c4, QNB pq a r sJ mpAl I PROTECTION... Temp FIBER ROLL, (140 IF APMOVED FOR 7EAFWMY rA1ER PODUTIav eavma 11e1N aver Le - REV= 712110111 (� >pooS6mC pELnTIVE eonoER Lr s o t MN FRE _) 06CF40C90lgEUJ3_dan 5 IN INCHES E L UNIT 46 1 REG CORM CIVIL ENGI M PM1916 Pm0 WRjjSI . GNM6R MS slim IDU4 93 -z"OLA �1218 TEMPORARY WATER POLLUTION CONTROL PLAN SCALE: 1"-50' WPC -1 PROJECT MINDER R PHASE 12.5-177 NOTE: FOR ACCURATE RIGHT OF WAY DATA, SFE RIGHT OF WAY MAPS AT CITY OF BAKERSFIELD. WRDEH LAST REVIS J pensiEpso crva cxam¢a 12/09/16 PWImMS CITY 6 6A�'S41E10 1w M MMIRf AMEEI 16901MPTUI A9fWE PA&Q M%U IPM[A 91121 py pypr W 6LWM� 9pp1 APPRONFO FAP TEIImmRY IATFR POLLUIIAV cawmX wRK AVLY I.. ->lac3lv1e�Lanve 6 -Co R s UNIT 091 rzxL .J oL000 ouompo.Va.a90 1s 1N 1NCRes �� I TEMPORARY WATER POLLUTION CONTROL PLAN SCALE: 1 "=50' WPC -2 PROJECT NUMBER & PHASE 12.5-177 £I< 9 CGPIJZ9 LA5- 3,VISED 7x12010 orM Pne -> TEMPORARY WATER POLLUTION CONTROL QUANTITIES Ar�a�l�r d SER s ��E IS IN 1N GIE5 � I. LN 0 + ofen5,L, r J j- a- flEGiSIFflEO CIVIL ENGMffEfl PMI:'Otli QIY OE fiII011A 1D 100 451 WMR S11EEf ISD 1RfA1W A1dL PASI➢FNI., PYBWOA 911'N AAN89'ffLBONgNOQA gppl y•is•1g\\Vy� TEMPORARY WATER POLLUTION CONTROL QUANTITIES NO SCALE WPCQ-1 UNIT PROJECT NUABER M PHASE 12.5-177 V Z O ¢ O Z Q LL n N W ~ 23 U b v�1 }O } }y } Y Y ar a ao ao ar ow o so E H wo fn F EA LF SOYA EA EA LF WPC -1 5 347 509 1 1 287 NP[ -2 T 1,600 1 1 666 SUBTOTAL 12 347 2,109 2 2 953 TOTAL 12 347 2,189 2 2 953 Ar�a�l�r d SER s ��E IS IN 1N GIE5 � I. LN 0 + ofen5,L, r J j- a- flEGiSIFflEO CIVIL ENGMffEfl PMI:'Otli QIY OE fiII011A 1D 100 451 WMR S11EEf ISD 1RfA1W A1dL PASI➢FNI., PYBWOA 911'N AAN89'ffLBONgNOQA gppl y•is•1g\\Vy� TEMPORARY WATER POLLUTION CONTROL QUANTITIES NO SCALE WPCQ-1 UNIT PROJECT NUABER M PHASE 12.5-177 NOTE' FOR ACCURATE RICHT OF WAY DATA, SEE RIGHT OF WAY MAPS AT CITY OF BAKERSFIELD. N4geY r� qN� 4qY SORCER LAST REVISEC T/ /T C THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY usmxF,rE >L AT11L OGX FILE > _ i.O9n _ _ 1 IN I I 16 4 ate— PEGiSiEgEO LIVIL ENLMEfl OPiE 4 12/09/16 11�� PLUMS Al. w.le p w 66515 9 �C106/.W/16/q PWLSOMS CITY ar AR[M13'WID too 9ElT �YMI( SMFEf 16001M1[IIW IWNJE PASNIFIt1� PJLINNIIR 91121 BAMl6&1D� (Aj¢QN[6 gji9j CONTOUR GRADING SCALE V= 50' G-1 I INPT PROJECT NUMBER & PHASE 12.5-177 1] 9 Recxsrexeo cxvx6 excvEeR owm a� tPin9ns �e x. MrAE ry Purrs APP ROYAL oAIE xo. 66515 � �P6/i6/16 CIYI PW fIIY OF BrJ.E@FIE(A iW <SI MIIWI SIImT i6lW 1MW11W �YFME PASNFAM1, LLLWUIMI1911N B.YFAff6lq CLL1FMWi6 931pt 0-2.19 FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY MAPS AT CITY OF BAKERSFIELO. THIS PLAN ACCURA TE FOR CONTOUR GRADING ADRK OW Y DORDFR LPa1REVISE, '12,'2P.O R11n7 17 eOR-[ SCALL R 3 our nLe h ocoauaoom roaa. uan r .ry encs I h' - CONTOUR GRADING SCALLV = 50' G-2 UNIT PROJECT NUMBER & PHASE 12.5-177 OuRE 1. FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY NAYS AT CITY OF BAKERSFIHLD. 2. ATI EXTSTTNG PIPES ARE 24" RCP UNLESS OTHERWISE SPECIFIED. -nST rcns=J 7/E20D ODRAINAGE SYSTEM No. ODRAINAGE UNIT No. - EXISTING STORM DRAIN v �y b'4Y of / I I I I I I b O I I I I N Gonc COSI AR�a /T / C ZY A RENDVE DI('d�� I IT 18" RCP(JT ED i sl 11 I RETEN f10N rExisl BI X I Exist BASIN Fxist 8 2 CA$+ F= 5 / \ Fxlct Exist 0] 0 Cljye OUTLET:Str 01] Exist. ZOO a DI t -Exist U1 ! Y, 2 Y \ -Exist -. 18" RCP Exist DI l• yOO `Exist IB" RCP fT6 t,\.Exisl DI A C'gJe /HIS YLAN ACCURATE FOR DRAINAGE WORK CNC Y. TAEAiYIE =>:oo o=.W¢ nL us`1 ooc m E _> cea00000ar ooaT.eo, L°�Isc•in"n r=5�`1 � 18 � 4. VLfl6 /rPPROYAI DATE clrr w 9WIBSMtn ArNxE 9 DRAINAGE PLAN SCALE: I' — 50' D-1 MIT PROJECT NUMBER & PHASE 12.5-177 LEGEND = DRAINAGF INLET URAINAGF INLET Y � 9V1 100 FSt MINK SIMET INR TPIIIDW PASIA�RAr GLIGNIN`A 91121 - BNip5F61➢•LV-FG.%pp e DRAINAGE INLET �.r2.18 a DRAINAGE DRAINAGE INLET OUTLET u DRAINAGE INLET rT DRAINAGE INLET DRAINAGE INLET o MANHOLE -nST rcns=J 7/E20D ODRAINAGE SYSTEM No. ODRAINAGE UNIT No. - EXISTING STORM DRAIN v �y b'4Y of / I I I I I I b O I I I I N Gonc COSI AR�a /T / C ZY A RENDVE DI('d�� I IT 18" RCP(JT ED i sl 11 I RETEN f10N rExisl BI X I Exist BASIN Fxist 8 2 CA$+ F= 5 / \ Fxlct Exist 0] 0 Cljye OUTLET:Str 01] Exist. ZOO a DI t -Exist U1 ! Y, 2 Y \ -Exist -. 18" RCP Exist DI l• yOO `Exist IB" RCP fT6 t,\.Exisl DI A C'gJe /HIS YLAN ACCURATE FOR DRAINAGE WORK CNC Y. TAEAiYIE =>:oo o=.W¢ nL us`1 ooc m E _> cea00000ar ooaT.eo, L°�Isc•in"n r=5�`1 � 18 � 4. VLfl6 /rPPROYAI DATE clrr w 9WIBSMtn ArNxE 9 DRAINAGE PLAN SCALE: I' — 50' D-1 MIT PROJECT NUMBER & PHASE 12.5-177 ITGISTCIIED Cry1L EHGIMEEfl DATE �� e Ct p WM/16 rwsac Y � 9V1 100 FSt MINK SIMET INR TPIIIDW PASIA�RAr GLIGNIN`A 91121 - BNip5F61➢•LV-FG.%pp 95191 �.r2.18 ON NOTES: 1. FOR ACCURAIE RIGHT OF WAY DATA, SEE RIGHT OF WAY NMS AT CITY OF DAKERSFIFI D. 2. ALL EXISTING PIPES ARE 24" RCP UNLESS OTHERWISE SPECIFIED. E1 Exist RETENTION BASIN IlccsrExco� a t� x GATE PM CNT 6 BN{ lUa 1W CSf IYNR$Iibtf R. IRI[IIN IW Mk PASVFIY, 4lIIppp\ 91121 BYEP361D, uILLaNl,1 93Wt 1 DRAINAGE PLAN SCALE: V = 50' I_ TN37 P/ AN ACG[WATE FOR DRAINAGE IIURK ONLY D-2 3035H 1 ¢CVIS_) '22010IPS oo,. cac mc.".aa� x _eci`ienef L- 3 UNIT PROJECI NUMBER & PHASE 12.5_177 -- - -- -... 12/09/16 pyeuea"n -. IERSlFRE9 CIVIL FAUiII!!R UAiE � - 12/09/16 .'v w,. 6G515 m PLYLfi APPRWaL�O6/39A6 c➢ - -. _.. CIIY66UFA91E1➢ IW 6i MIRR SRFlYY1 pFNF 911 VTA [p.1FdE01H 6UEP3FlA Ui1F01M09ID1 w rc- o - - eat ���yf To— CAL" 56.65' Lt (i 1.98".... - 360-- c g -t "CAL" 34+02.28` - 72.42' Lt - -._. - - --- $ z �. REMOVE OL�,.1 ,' CAL4 �l FG, -. REI VF Of ( _ 36.89' Rt_ _ - - 380 a C.0 COLLAR X I PER Sht 00 1Q TYPE OS 01 (H�4.�') �L _` REMOVE 25' X 24' RCP a - � "CA? 93+38.80 370 , -- FL Elev 371 .7p .. 5 (0 20%) 31.40'flt 'CA3'95+38.99 1� / ` CRATEGTYPE (24 12 - 370 _ — _ �- Fxlst r 1 - 18" RCP (FL ! MT 48 - GR1 s COLLAR I PER SM DD -1 II OG GRATE Elev 359.53 i - 360 hlev r FL Elcv `\'1 - 1 __ 360 - a w 18' x 16.2' flCP /ti - rG 5 50% - Exl.t —Grp-Cj �N w 350 24' RCPT 1355411 -. <o - - - -- -. FL Elcv X355.44 350 DRAINAGE SYSTEM No. 7� 3.5' RCPe.) 24 x d FL Elev s�.z4x Sao \ / 340 DRAINAGE SYSTEM No, O 0 DRAINAGE PROFILE SC'LE verrZin=io DP -1 o TOTALUJ E:R E A. iORnlR LAST RFVsEO 7/2/2010 Igmwc=>Pooasorc oa�>o�o9a,�ea4,.d," ac LAlsv6R9RRoc6 ,11A -L ,R��:Es ' 3 r UNIT PROJECT NWBER & PHASE 12.5-177 NEW OR EXIST SECTION A—A COnc COLLAR EACH FACE NOTE 3) 12• NOTE 3) IEW OR EXIST PIPE Din Lfin) T(in) 12 12 4 18 12 5 24 12 6 36 18 9 46 18 10 54 16 10 60 21 it 66 21 11 T2 T6 24 24 12 12 84 2T 12 90 2] 14 96 30 14 NOTES - 1. WHERE PIPES OF DIFFERENT DI METERS ARE JOINED WITH A CONCRETE COLLAR, L AND T SHALL BE THOSE OF 171E LARGER PIPE. D -DI OR D2 WHICHEVER IS GREATEN. 2. FOR PIPE SIZE NOT LISTED, USE NEXT SIZE LARGER. 3. OMIT REINFORCING ON PIPES 24 inches AND LESS IN DIAMETER AND ON ALL PIPES WHERE ANGLE A 15 LESS THAN 10'. eartocn EASY rtwaco :r2=io->owx000m =9� R__ATIV IS rv6-DnR SCA -6 o �x A 48 1 PI.I®6 CITY ff BN$SIE1D lC0 FSf LYW4WMR S WIM V 169E 1RQ11N EWJPE PAGMMI„ V. BAM1HffiD, GISMWIE 9AE1 �.I2.1g DRAINAGE DETAILS NO SCALE UNIT PROJECT NUMOTR k PHASE DD -1 12.5-177 S— O W ¢ W � O � W W U H � N ¢ W W W R U ¢ U q W Z Z 2 m c z H'Q a N LF LF LF D-2 3.0 I 1 1 16.2 1 ..5 1 - (N) "NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY" DRAINAGE QUANTITIES IZ6I5$16p CIVIL GMiYlEP In 0[5 QIT 6 lYF8iF1111 100 9ESI w IR ASI ,uO DII9RM MB E PASILEIY, ULPgdU 9111N� B9REP3F10, GLFU![A 93101 6-12'j8 DRAINAGE QUANTITIES ND SCALE DQ -1 BORDER LAST REYLSED 1/2/2010 I .—>1rmamlc +_ Naoeuse soeLE o dsi PnF => aeaonn000r 'eom.agn ry r+orv�:, i i MIT PROJECT [AN/BER & PIIAS[ J W W u, 0 z a h o ? Q Jo DESCRIPTION LOCATION m W^ F -F � U z wi Haiti � ¢ li O C¢'l W W W STATION & OFFSET 'LFI LF CY LB EA EA 'EA 1 Cmc COLLAR PER Sht DD -1 D-1 1 a 18.2'. 18" RCP D-1 b 4.2 1.9 174 1 TYPE OS Ul (H=4.2) 72.42'Lt "CAL" 34+D5-89 D-1 c d 1 REMOVE DI o-1 1 Can. COLLAR PER Sht DD -1 -- D-2 '.. 2 a 3.5'x 24" RCP D-2 ''. b 4.1 1.2 326 1 TYPE G1 Dl (H=4I), GRATE TYPE 24-12 36.89'Rt "CA3" 93+38.80 D-2 c 1 REMOVE DI REMOVE 2.5'x 24" STORK DRAIN GRAND TOTAL D-2 D-2 d 2.5 e 2.5 - 3.1 500 - 2 IZ6I5$16p CIVIL GMiYlEP In 0[5 QIT 6 lYF8iF1111 100 9ESI w IR ASI ,uO DII9RM MB E PASILEIY, ULPgdU 9111N� B9REP3F10, GLFU![A 93101 6-12'j8 DRAINAGE QUANTITIES ND SCALE DQ -1 BORDER LAST REYLSED 1/2/2010 I .—>1rmamlc +_ Naoeuse soeLE o dsi PnF => aeaonn000r 'eom.agn ry r+orv�:, i i MIT PROJECT [AN/BER & PIIAS[ NOTES: 1. LOCATION OF UTILITY FACILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. UTILITY OWNERSHIP ON THIS PROJECT: ELECTRIC -PACIFIC GAS & ELECTRIC FIBER OPTICS -AMERICAN TELEPHONE & TELEGRAPH (AT&T) -BRIGHT HOUSE NETWORK (BHN) -TIME WARNER TELECOM INC (TMC) -VERIZON GAS -PACIFIC GAS & ELECTRIC (PG&E) -SOUTHERN CALIFORNIA GAS COMPANY (SOCAL) OIL -BIG WEST ALON (BIG WEST) -CHEVRON -PLAINS PIPELINE SYSTEMS, LLC -SHELL -SAN JOAQUIN FACILITIES MANAGEMENT INC. (SJFM) SEWER -CITY OF BAKERSFIELD (CITY) TELEPHONE -AT&T -UWEST CO MWUNICATIOHS LOWEST) TRAFFIC -CITY WATER -CALIFORNIA WATER SERVICES (CALWATER) -CITY 3. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE/CITY OF BAKERSFIELD PROPERTY MANAGEMENT. LEGEND SYMBOL UTILITY —•-- r Exist WATER ---9 --g- Exist NATURAL GAS ---s--- --e Exist SEWER -e- Exist ELECTRICAL ----jt _ it Ex I61 JOINT TRENCH 10" COD SFWFR 9CRDEH IAIT REVISHI 7I2/2010 ')"CC36C1t OO1 FLLE —) C6C 0000001 ko003.e1gn `CITY 2" WATERARRIGATTON 13 > _OP / PG&E 21KV ELECTRICAL 4 CITY 16" WATER LINE a SOCAL 3' HP GAS LINE i AT&T I AND BHN FIBER OPTIC JOINT TRENCH S yE v �j CITY TRAFFIC INTERCONNECT / m CITY 8" SEWER LINE R/N TRIS PLAN ACCRRA TE fCW UTILITY INFONMATIM ONLY ep ini rve n oee cn�e 1 UNIT s 1e imwesc i I PNt416 Cltt 6 BIWIciFm Im CST WW 111 SHEET IM IMARM AWRE PASNUFA, Okff M91121 AMFWEB]p, CM1FWNL19i101 UTILITY PLAN SCALE= 1" = 50' U-1 PROJECT NUMBER & PHASE 30RDER LAST REWSED 112120' I�nNxE �) OfAI FIIL =) SEGAL 3" HP GAS LINE RA THIS PLAN ACCURATE FOR UTILITY IA9=G54NATION ONLY RELATIVE BORDER SCALE 0 IS IN INC.ES II PN6015 crtf s eNEIHINn iW ESI WNNR SINLT 1® INNIIN IT FASAiAA, tlLIftlNN 91121 BWWI@61Y, Ul6pppE 4ipl (4.2.Is -R/W try � PGK 21KV ELECTRICAL CITY 16" MATER LINE SOCAL 3" 11P GAS LINE \ AT&T TELECOMMUNICATIONS AND n BNN FIBER OPTIC JOINT TRENCH I \ --CITY TRAFFIC INTERCONNECT 00 .W UTILITY PLAN SCALE: U-2 0 UNIT PROJECT NUNBER & PHASE 12.5-177 k LOCATION 1.II OF UTILITY FACILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. FOR ACCURATE RIGHT OF WAY DATA, CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE/CIIY OF BAKERSFIELD PROPERTY NANAGENEN - 30RDER LAST REWSED 112120' I�nNxE �) OfAI FIIL =) SEGAL 3" HP GAS LINE RA THIS PLAN ACCURATE FOR UTILITY IA9=G54NATION ONLY RELATIVE BORDER SCALE 0 IS IN INC.ES II PN6015 crtf s eNEIHINn iW ESI WNNR SINLT 1® INNIIN IT FASAiAA, tlLIftlNN 91121 BWWI@61Y, Ul6pppE 4ipl (4.2.Is -R/W try � PGK 21KV ELECTRICAL CITY 16" MATER LINE SOCAL 3" 11P GAS LINE \ AT&T TELECOMMUNICATIONS AND n BNN FIBER OPTIC JOINT TRENCH I \ --CITY TRAFFIC INTERCONNECT 00 .W UTILITY PLAN SCALE: U-2 0 UNIT PROJECT NUNBER & PHASE 12.5-177 MDTM 1. SIGN LOCATIONS SHONN ARE APPROXIMATE ONLY. EXACT 6oRPER LA9F REVISED vvmto=>Poo35oic Pal PR£ _> ....... i STATIONARY MOUNTED CONSTRl1CTION AREA SIGNS SIGN SIGN PANEL SIZE SIGN LOCATIONS TO BE DETERMINED BY THE ENGINEER. 2. SIGNS SHALL BE COVERED WHEN NOT IN USE. NUMBER OF POSTS No. OF No.O CODE 3. FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE ANO SIZE SIGNS A TRAFFIC HANDLING PLANS. 48 X 48" ROAD WORK AHEAD 1 - 6' X 6" 2 B W20-1 36" X 36" ROAD WORK AHEAD i - 4' % 6" 4 C G2G-2 36" X 18" END ROAD WORK 4 - 4' X 4" 2 6oRPER LA9F REVISED vvmto=>Poo35oic Pal PR£ _> ....... i STATIONARY MOUNTED CONSTRl1CTION AREA SIGNS SIGN SIGN PANEL SIZE SIGN MESSAGE NUMBER OF POSTS No. OF No.O CODE ANO SIZE SIGNS A W20-1 48 X 48" ROAD WORK AHEAD 1 - 6' X 6" 2 B W20-1 36" X 36" ROAD WORK AHEAD i - 4' % 6" 4 C G2G-2 36" X 18" END ROAD WORK 4 - 4' X 4" 2 FOR ADDITIONAL CONSTRUCTION AREA SIGNS, REFER TO TRAFFIC HANDLING PLAN. THIS PLAN ACCORA IE FOR COYSTRIM.IION AREA SIGN XWK OI[Y REL�TIVEN90NO�R SCALE C 2 T UNIT a ES I I I I PW®16 CD'i 6 BAFRSlIDU iW ESf W111I SIIE£i MllR AY PASMFAI�LLLWtl10Av1- 811BRffIDB dldWW193m1 CONSTRUCTION AREA SIGNS NO SCALE CS -1 PROJECT NUMBER & PHASE 12.5-177 GENERAL NOTE (INDEX SHE TRAFFIC HANDLING INDEX SHEET SHOWS OVERALL CONSTRUCTION. FOR DETAILED TRAFFIC HANDLING, SEE TRAFFIC HANDLING PLANS. WNSTRUCTION NOTES THIS SHEET: 1❑ CONSTRUCT "CAS" LINE WIDENING. �2 CONSTRUCT SB "CAL" LINE WIDENING. �3 CONSTRUCT MW 98 LEGEND (INDEX SHEET) CONSTRUCTION AREA NULWIER OF LANES IN DIRECTION OF IRAFFIC TRAFFIC HANDLING NOTES THIS SHEET: 1 1-4-1"%y CLOSE RIGHT SHOULDER ON EN "CM3" LIPS. MAINTAIN 2 LANES. j AM W SIN£T Timmy IWQIIM AYFME .. PISO Olk MTi 911N EAIi161Eiq fYIIllgp 4L•01 (1 OVERNIGHT SHOULDER CLOSURE PER REVISED STANDARD PLAN L(�lT RSP T10, MAINTAIN TRAFFIC. !�/�(� ' `l REDUCE SB "CAL" LINE TO 2 LANES. pG�l'� \ "Qr+M1W%f THIS PLAN ACCUM 7F FOR TRAFFIC HAADLIAD MMX Off Y BORDER LAST FFVIsCD 7wZOIO 11S£ANUE .Da '�TIv6 500RDEASS,1-1 , oa rnr > L„aoo ., TRAFFIC HANDLING PLAN (INDEX SHEET) SCALE 1”=200' TH-1 UNIT PROJECT NUMBER & PHASE 12.5-177 SMDE LAST REVISED 7/2/2010 LEGEND FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING PLANS (ALL STAGES): CONSTRUCTION WORK AREA -m TEMPORARY CRASH CUSHION MODULES, ARRAY PER PLAN TYPE IT BARRICADE (WITH CONSTRUCTION AREA SIGN AS NOTED ON PLANS) o DIRECTION OF TRAFFIC (%X') EXISTING LANE DIMENSION ® CONSTRUCTION NOTE ® PAVEMENT DELINEATION DETAIL NUMBER CONSTRUCTION AREA SIGN (ONE MST) CONSTRUCTION AREA SIGN (TWO POST) EXISTING ROADSIDE SIGN (ONE POST) -- EXISTING ROADSIDE SIGN (TWO POST) TEMPORARY RAILING (TYPE K) W CHANNELIZER (SURFACE MOUNTED) %-X CONSTRUCTION AREA SIGN No. ® FLASHING ARROW SIGN (FAS) THIS PLAN ACCM47E FQ4 TRAFFIC HAANXING 1G1PK OAYY RELATyVE SVRRDEH SCALE 1 ; S MIT n es _ -ar—t--dR— PE61STEROD CIVIL C.. IWISM PP.m,SL GcBmA ml I BANR'lIDII. L1l6UN114iW1 TRAFFIC HANDLING PLAN (NOTES AND LEGEND) ND SCALE T H - 2 PROJECT NUMBER & PHASE 12.5-177 GENERAL NOTES: 1. ALL CONFLICTING PAVEMENT DELINEATION, TEMPORARY RAILING (TYPE K), AND TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE REMOVED PRIOR TO STARTING WORK ON EACH STAGE. ALL CONFLICTING SIGNS SHALL BE COVERED OR REMOVED. 2. FINAL STRIPING IDENTIFIED ON STAGE CONSTRUCTION PLANS SHALL BE PERMANENT STRIPING AS SHOWN ON THE PAVEMENT DELINEATION PLANS AND BE IN PLACE PRIOR TO START OF WORK ON NOTED STAGE. EXACT LOCATION OF PAVEMENT NARKING SHALL BE DETERMINED BY THE ENGINEER. 3. LOCATIONS FOR CONSTRUCTION AREA SIGNS ARE APPROXIMATE. EXACT LOCATIONS ARE TO BE DETERMINED BY THE ENGINEER. CALIFORNIA CODES ARE DESIGNATED BY KCA>_ OTHERWISE, FEDERAL (MUTCD) CODES ARE SHOWN. UNLESS OTHERWISE NOTED, CONSTRUCTION AREA SIGNS SHALL HAVE BLACK LEGEND - ANL BORDER ON AN ORANGE BACKGROUND. 4. ALL APPROACH TAPERS FOR TEIPONARY RAILING (TYPE K) SHALL BE AT A 10:1 OR FLATTER AND SHALL HAVE APPROACH TEMPORARY CRASH CUSHIONS AS SHOWN ON THE PLANS. 5. LANE WIDTHS SHALL BE LI'MSNIMUM UNLESS OTHERWISE NOTED. INSIDE/OUTSIDE SHOULDER DIMENSIONS ARE MEASURED FROM THE BOTTOM EDGE OF BARRIER OR FLOW LINE OF CURB. OFFSETS AND DIMENSIONS 10 TEMPORARY RAILING (TYPE K) ARE MEASURED TO THE BOTTOM EDGE OF BARRIER ADJACENT TO THE TRAVELED WAY. 6. EXISTING DRAINAGE SYSTEM SHALL REMAIN IN PEACE UNTIL TEMPORARY OR FINAL DRAINAGE SYSTEM 1S IN PLACE AND OPERATIONAL. T. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL EXISTING JOIN ELEVATIONS AND PAVEMENT/GRADE ELEVATIONS FOR PROPER LOCATIONS OF INLETS. 8. SEE WPC SHEETS FOR TEMPORARY WATER POLLUTION CONTROL ELEMENTS TO BE INSTALLED DURING STAGE CONSTRUCTION. 9. PLACE ARROWS B'BEFORE LIMIT LINE OR CROSSWALK. 32 10. ALL CROSSWALKS SHALL HAVE A 10'INSIUL WIDTH. 11. THE DESCRIPTIVE TERM "JOIN" WHEN USED ON THE PLANS REFERS TO - THE JOINING OF STAGE CONSTRUCTION STRIPING WITH EXISTING, FINAL, OR PREVIOUS STAGE CONSTRUCTION DELINEATION UNLESS OTHERWISE NOTED. 12. FOR MODIFIED DETAILS AND DEIAILS NOT SHOWN IN STANDARD PLANS, SEE SCO SHEETS. _ 13. WORK OUTSIDE WORK AREAS PERMITTED. MINIMM LANE - `z REQUIREMENTS SHALL N01 BE REDUCED. 14. FOR EXISTING AND PERMANENT SIGNS NOT SHOWN SEE SIGN PLANS. SMDE LAST REVISED 7/2/2010 LEGEND FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING PLANS (ALL STAGES): CONSTRUCTION WORK AREA -m TEMPORARY CRASH CUSHION MODULES, ARRAY PER PLAN TYPE IT BARRICADE (WITH CONSTRUCTION AREA SIGN AS NOTED ON PLANS) o DIRECTION OF TRAFFIC (%X') EXISTING LANE DIMENSION ® CONSTRUCTION NOTE ® PAVEMENT DELINEATION DETAIL NUMBER CONSTRUCTION AREA SIGN (ONE MST) CONSTRUCTION AREA SIGN (TWO POST) EXISTING ROADSIDE SIGN (ONE POST) -- EXISTING ROADSIDE SIGN (TWO POST) TEMPORARY RAILING (TYPE K) W CHANNELIZER (SURFACE MOUNTED) %-X CONSTRUCTION AREA SIGN No. ® FLASHING ARROW SIGN (FAS) THIS PLAN ACCM47E FQ4 TRAFFIC HAANXING 1G1PK OAYY RELATyVE SVRRDEH SCALE 1 ; S MIT n es _ -ar—t--dR— PE61STEROD CIVIL C.. IWISM PP.m,SL GcBmA ml I BANR'lIDII. L1l6UN114iW1 TRAFFIC HANDLING PLAN (NOTES AND LEGEND) ND SCALE T H - 2 PROJECT NUMBER & PHASE 12.5-177 NOTE FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY MAPS AT CITY OF BAKERSFIELD. 3-1 W21-5 O Q CONSTRUCT "CA3" LINE WIDENING. 'CA3' 92+72 Beg Temp RgILING (TYPE KI J CHANNELIZLR (SURrAGE' MOUNTED) a 25' SPACING (9 EA) Temp CRASH CUSHION / MODULE (ARRAY 'TS14') "CA3" 93+02 / ry Beg Oat 278 yy�bi [F n /Q"ti 'CA3' 94+40 oYm Beg Det e 00e Temp (TYPE "CA3" LINE C I ExistlExist Exist ES ETW EIW WB OFF -RAMP 4' (13') 4'I (3) ETW 12' 12' 3'2' 2' i rComst AREA EOGs ( A 4 I.�GR \ 7 L _ — L — — Temp RAILING (TYPE K) NO SCALE 3EME I) NORDFR LAST REvsED ]/212010 ' YE Exist Det 278 lEMOVE Exist Det 12 -REMOVE Exist Det 25A C2 3�A \ "CAS" 9R+2R Im Req Ret 38A F' ENO Det 8 \ Iw la \ Iw MOUNTED) M 5 SPACING (17 EA) p / REMOVE ExisiOei 38 � / "CA3" 99+ TYPE LIE �IYPE III I THIS PLAN ACCENATE FOR TRAFFIC NANOLIMG XWK GMLY UNIT n ca m.c i i i i ncsaTceln crvrt cxcucER LI19 OF fl11RK5lIOD SWEEP , iMIDW 1YBIE Lq1 mIM BNE-UM 93WI 7 ) TRAFFIC HANDLING PLAN SCALE 1"- 0' TH-3 PROJECT NUMBER & PHASE 12.5-1 CHANNELIZER }SURFACE- MOUNTED) M 5 SPACING (17 EA) p / } REMOVE BIKE LANE SYMBOL/ 1 EACH (G REMOVE BIKE LANE ARROW/ � O 1 EACH ¢ V "CA3" 99+ TYPE LIE �IYPE III I THIS PLAN ACCENATE FOR TRAFFIC NANOLIMG XWK GMLY UNIT n ca m.c i i i i ncsaTceln crvrt cxcucER LI19 OF fl11RK5lIOD SWEEP , iMIDW 1YBIE Lq1 mIM BNE-UM 93WI 7 ) TRAFFIC HANDLING PLAN SCALE 1"- 0' TH-3 PROJECT NUMBER & PHASE 12.5-1 ❑I CONSTRUCT 58 "CAL" LINE WIDENING. L2J CONSTRUCT MVP. W4-2IRt) 4 •� OVERNIGHT SHOULDER CLOSURE PER REVISED STANDARD PLAN RSP M. MAINTAIN TRAFFIC. 'Bi 4-4 WO 5(Rt) i BONDER IAST RE'VISHI P2I2010 `>P0039995 OM FLLE -) 06000OGOCtru00i-no-km i 1. gn IMS YLAH ACLLMIE F@4 7iwFIG HAAmIHG ems, 4K QVLY PRLTryE U .CITE SGIt i r 3 .. N NCIICS f I I I PNl9R cm BE H1r61RlEln tOD 65f IWIIlI 5112T IM lNOf11W AW PASAff�%MIy ctl.NMDA 911NC� B)AE�Rl4•[AIR 9m Tcco.-� .�rc.r�N7 S 6.12�IB TRAFFIC HANDLING PLAN SCALE 1•=50• TH-4 UNIT PROJECT NUMBER R. PHASE 12.5-177 TEMPORARY PAVEMENT DELINEATION QUANTITIES CONSTRUCTION AREA SIGN QUANTITIES SIGN No. SIGN CODE PANFL S17F SIGN NESSAGE NO. OF SIGN POSTS REMOVE 3-1 W21-5 36" X36" SHOULDER WORK 1 - 4" X 6" TEMPORARY TRAFFIC STRIPE (PAINT) 4-1 THERMOPLASTIC 24" X 12" SIDEWALK CLOSED CROSS HERE 1 9 2 W11-1 24" X 24" TRAFFIC STRIPE ¢ W16-iP _ 18" X 24" SHARE THE ROAD U w 4-3 W4-2(Rt) 36" X 36" RIGHT LANE ENDS SYMBOL 1 - 4" X 6" 1 4-4 W20-SMt) 36" X 36" NIGDT LANE CLOSED 1 - 4" X 6" 1 Z � J _ F rc L z z o w F mo wo i o w > a a z STATION z rU OW OWr aj V fr fo¢ � 'iia m Ow Uq Q FF n V LL }m 1-. J OZ3 VW L Ww TH-3 "CA3" 874]0 TO "CA3" 99+50 26 2 F NQ 7 N 14 uJ 4F OW O O 46 �.i WHO ]2I N2 S> S S 1 1 � h ¢LL v�V v m"1 c0 FS¢ 1- fi R R EB SOFT EA EA LF LF LF LF 393 626 619 1GO SOFT 84 LF 626 - 626 1,632 _ LF 803 196 TH-3 _ "CAS' 92150 TO 99+50 41 16 TH-4 "CAL" 34+50 TO 41+15 SB 645 84 15 SHEET SUBTOTAL 393 626 1,264 100 _ 168 _ ( 999 - 7 41 31 - SUBTOTAL FROM PDO -1 69 Z GRAND TOTAL 2 393 168 110 31 2 CONSTRUCTION AREA SIGN QUANTITIES SIGN No. SIGN CODE PANFL S17F SIGN NESSAGE NO. OF SIGN POSTS No OF SIGNS (N) 3-1 W21-5 36" X36" SHOULDER WORK 1 - 4" X 6" 1 4-1 R9 -11A 24" X 12" SIDEWALK CLOSED CROSS HERE 1 9 2 W11-1 24" X 24" _ aim SYMBOL 1 ' 4" X 6" 1 W16-iP _ 18" X 24" SHARE THE ROAD U 1 4-3 W4-2(Rt) 36" X 36" RIGHT LANE ENDS SYMBOL 1 - 4" X 6" 1 4-4 W20-SMt) 36" X 36" NIGDT LANE CLOSED 1 - 4" X 6" 1 (N) NOT A SEPARATE PAY FILM, ION INFORMATION ONLY. II I BORDER LAST P.EVISED 7/2/2010 PEGISIEP[p CIVIL ENGLEER PIA9AN LI1Y Of PNF m lep 9EA W1WI 504ET Um 10111W A%AX PLVWW GLRY4PA 911N &NEwmA GI1FWp9933G1 TEMPORARY TRAFFIC HANDLING QUANTITIES TRAFFIC HANDLING QUANTITIES NO SCALE THQ-1 IIaFMME=>p.14445LPTIVE 9pRDEF SOLE O 1 Y Pd Paf =>oRomnaomn«;m�-nne.aii.a" "n Is Iry mceeG yam_ UNIT PROJECI NUNBER & PHASE 12.5-177 2 U V Z N Z w J _ z o w STATION LIMITS i z rU OW OWr aj fr fo¢ 'iia LL }m EA LF EA FA EA TH-3 "CA3" 874]0 TO "CA3" 99+50 26 640 14 TH-4 I "CAL" 33160 TO "CAL" 45+50 46 TOTAL ]2I 640 14 1 1 TRAFFIC HANDLING QUANTITIES NO SCALE THQ-1 IIaFMME=>p.14445LPTIVE 9pRDEF SOLE O 1 Y Pd Paf =>oRomnaomn«;m�-nne.aii.a" "n Is Iry mceeG yam_ UNIT PROJECI NUNBER & PHASE 12.5-177 NOTE: 1. FOR ACCURATE RIGHT OF WAY DATA, SFE RIGHT OE WAY MAPS AT CITY OF BAKERSFIELD. LEGENI: r BEGIN OR END PAWWNT DELINEATION UETAIL CHANGE PAVEMENT DELINEATION DETAIL 1 TYPE EXIST! (XX) PAVEM 31 1 4 12/09/i6 xist DELINEATOR PAVEMENT DELINEATION PLAN SCALE: 1' = 50' PD -1 UNIT PROSECT NUMBER & PHASE 12.5-177 PEGISTENtU ll IL LMGIIEEP DATE X. MW � PIAXS APPflDY�L D/.TF 12/09/16 p � a b... (b515 � �06/SO/I6 .1R cIVII ^� 6 PM6916 ©1} 6 Rµl$3 PLSANIII, [ILQUdpA 911M e)T 1E1➢ IOU WSf WOMB 1116ET 16T �MMIMI MENE Mu%4k10. CMWOWQA 9iNt �ew� er.n I 7711S PLAN ACCUPATF FOR PA MEW OELD"TION NURK aW-Y BORDER LAST RE\. sFD i.'/.aalo vIRNxE oaeme P [m IXiI YllY 9 J3101J1 ncOC1.J9iN INfHES .. NOTE' 1. FOR ACCURATE RIGHT OF WAY DATA, SEE RICHT OF WAY NAPS AT CITY OF BAKERSFIELD. BOPOEP LAST HEYISED 7/2/2010 `---,,-1.,d_�� 12/09 flEf.ISiEgEp [ItlIL ENGIHEEfl D/.l£ 12/09/16 iPA41AY�, MM11 lln I�'t4jr Q 9A01 THIS PLAN ACURM TE FOR PAYfIIEAIT RELDIffATIM awK omr ow rue —> oe000a om e.ns� _ATIVE Bo UERS—ALE .113 PAVEMENT DELINEATION PLAN SCALE: 1" = 50' PD -2 UNIT PROJECT NUMBER & PHASE 12.5-177 PAVEMENT DELINEATION QUANTITIES 1E FOR GRAND TOTAL OF THERMOPLASTIC TRAFFIC STRIPE RFMOVAI., PAVFNFNT MARKING REMOVAL AND DELINEATOR REMOVAL, SEE THO-1. BORDER LAST REVISED P/2/2010 vY�uuC 3ROOO6U11 RELATIVE BMDER SCALE WI FILE =3060000000pw001 .Ggn IS IN MN O RE6I�REO nnM EIG119xR 12/09/16 PMBM6 Cltt 6 B1MR31E1D lro EST WMR SIEEf 16W iN.RAM MTII[ raVo-w, •PCMFWIM 911N BMfHffM10. WSg9RM 9SiM PAVEMENT DELINEATION QUANTITIES NO SCALE 4•' THERMOPLASTIC 4 THERMOPLASTI B" THERMDPLASTIC NUMBER & PHASE TiICRNOPLASTIC TRAFFIC STRIPE TRAFFIC STRIPE TRAFFIC STRIPE PAVEMENT v _ (ENHANCED MET LACED MARKING(ENHANCED NIGHT VISIRRI Y)NIGHT VISIBILITY)NIGNT VISIBILITY) )ENHANCED MET w BROKEN NIGHT VISIBILITY) ti _ J ¢r u O O v " i NQ vri �� g STATION LIMITS x '�• w7 �� ai>�= 3w zm $m �i x x LL J wo wm w� o "~ "•- O" of � of �F —m�•' o°.- 'ox xpm �� >o 3F _•- KNJF `o__ GE3 o_ 32 ZK >r} E No NCO No Np Ow Q3 •OM>N� OJ`. 6� K5 air SEA CAL 34100 TO 41+15 SB LF LF LF LF LF IF LF SOFT SOFT I IF I SOFT I FA FA I PD -7 662 792 172 1454 11Z 183 --- -- 200 - 183 93 -60 51T - 482 1 69 15 2 PD -2 "CA3' 93+02 TO 99+28 _ E8 626 626 646 37 28 9 SUBTOTAL _ ' 646 iB3 2U0 183 153 533 1 1 1 69 52 2B 9 2 _ TOTAL 1272 1459 172 383 183 686 1 T 1 69 1 52 28 1 9 2 1E FOR GRAND TOTAL OF THERMOPLASTIC TRAFFIC STRIPE RFMOVAI., PAVFNFNT MARKING REMOVAL AND DELINEATOR REMOVAL, SEE THO-1. BORDER LAST REVISED P/2/2010 vY�uuC 3ROOO6U11 RELATIVE BMDER SCALE WI FILE =3060000000pw001 .Ggn IS IN MN O RE6I�REO nnM EIG119xR 12/09/16 PMBM6 Cltt 6 B1MR31E1D lro EST WMR SIEEf 16W iN.RAM MTII[ raVo-w, •PCMFWIM 911N BMfHffM10. WSg9RM 9SiM PAVEMENT DELINEATION QUANTITIES NO SCALE PDQ -1 MIT PRWECI NUMBER & PHASE 12.5-177 s�Eei ioiAL 516ET5 NOTES' 1 341 48 - -- 1 FOR RCAC UR E RIGH lOF WAY DATA, SEE RIGHT OF WAY MAPS 41t* 12/09/16 Q rezyon. GR NECI]IEREII clvIL ENVt1EER MTE ,. 2 EXACT NS AND POSITIONS OF ROADSIDE SIGNS TO BE `W DETERMINED ByBY THE ENGINEER. '>•qr t2/o9n6 X 66Lm a APP.o D..I ,. wns 0R26A(CA) 'k Llvtpts` \XXXX ROADSIDE SIGN R81(CA) PN6II6 CIIT ff BMfAiIE10 EXISTING SIGN PA U651, CAUFWMU N124 1®Y IMQIIII AMME (WWW3�111, [MIFWWI allm ABBREVIATIONS. MA MAST -ARM HANGER METHOD 0R26A(CA) -•,\ OV_ RL RELOCATE ROADSIDE SIGN \ :i '$ w RRL SSBM STRAP AND SADDLE BRACM f MLIHOU 01Y109. �" 0G20-1(CA) / R9-3 RM REMOVE ROADSIDL SIGN RL 010T / R26A(CA) / MATCH LINE (SEE LEFT) �e LEFTI '-- / w \..W3-50 1607 'r 0108 A / h RL R3 -7R ( / X0101 I E W1-8 (R �R81(CA) O11�1 W13-2 RCI -19 (CA)=_ (20 MPH) CG92(CA) (MOD) { ! 0114 ft� M6 -2a (RI) - 0113 - i M3-4 M6 -2a (Lt) ♦r �� 0112 9 RL I� _ I W4-10(CA) (20 MPH) F W1-11 0G94-9 -� G!I-[(CA) F RL �R5-10a 0105 // RI _ c_ R61-19(CA)(Yod r00 ` 9 R 19(CA) -0115 F SB(Nod) _ _ y ) / 'hL SM NATCH LINE (SCC RIGHT) � � �_T �0106� w• ONLY ONLY / MATCH 1R9-3 U 7 HM / nve ism SIGN PLAN RIFT 0110 J SCALE: 7" = 50' EE R61-19(CA) THrS PLAN ACCURATE FOR SIGN NWK Off Y S-1 e11s016 i All toL,UNITPROJECT NUMBER & PRASE 12.5-177 NOTES: 1. FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF MAY MAPS AT CITY Of BAKERSFIELD. 2. EXACT LOCATIONS AND POSIl1ON5 OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER. LL__ �u>6nFu Isl 6Fw tiFn rn /zmn "�'°"'E=>=I�'suic Ni -B (RT)) RM (1YP) (0217) \ Wt -15 11 `\ i �0218� • \ W4-14(CA) (20 MPH) -(0209) SSBM \\\\ % R61-26(CA) 0206 I \ Ft/ R3-1 R5-1 0215 D212•\ �Bg R61-26(CA) R61-26(CA) �\ •\ 2- �� •^. "CAT v� LINE \1-2B(CA) j E R61-19(CA) / RG1 (DRS/ORR6 I fi-11R2t) RI SSRM %1 0205 U 09-3 (E>R93 \ / R26(CA) IVIS PLAN AWMAIE FOR S16W WRK OWL RL tlGROEp 5_A LE � " 3 1_ Im INCYG I 1 35 98 RFGSSiLflGp CIV 11 FNf.1NFFR A11£ �� �'"�+ e X. WW1E W 12/09!16 z 6EE1] 1'LN15 4PAtO AL DRTE Ye 2 PW. QP 6 9MDIff1E1D IW 9EST WNMIf S1PETf Raw a iMA1W AWM£ PAV➢HM, fJ77LIFW 911M 811061F1➢ y)_g(ypE 93301 R5 10a OF —jz -� / . / K 6.1 "mss^ 692(CA) MM36-t(R+)O R3 -18E G78-4(CA)� RM0. 9 3/C\ / R81 (CA)CE) G92(CA) jI— MFt(R+)� R9-3OC 3 MA 6213) R61-26(CA) RM — 2214 -- `__--- R73-3(CA)OE \� 0207 4 RG -1 (Rfj R5-10a� RL MA R81 A(CA)o J ` 0208 ¢ \� R9-3 O j R3-18 F_ a ♦ � V 1 G92(CA) M6 -2a (L1) O / 4 � / O ��G77-7(CA)/-\ J a U R18B(CA)O R61-3(CA) A/ SIGN PLAN SCALE: 1" = 50' RHrT PROJECT NUMBER & PHASE S-2 12.5-177 ROADSIDE SIGN PANEL QUANTITIES SHEET NO. SIGN NO. 0105 SIGN CODE (FEDERAL) :. 8ffiN CODE (CALIFORNIA) ', R61-19(CA)(Mod) SIGN MESSAGE/ DESCRIPTION Intersection Lane Control PANEL SIZE IN x IN 30 x 29 FURNISH SINGLE ALVMIMIM 0.063" - UNFRAMED SOFT SHEET SIGN 0.080' - UNFRANED F SOFT BACKGROUND SHEETING COLOR BACKGROIWD ASTM TYPE LEGEND SHEETING COLOR j PROTECTIVE OVERLAY (FILM) 5 WHITE IX BLACK X S 1 0108 R3 -7R li RIGHT LANE NUST TURN RIGHT 36 z 36 9 20 WHITE YELLOW IX XI BLACK X 0111 W13-2 _ EXIT %X N.P.H. 4B x 60 0112 W4-10(CA) Combine+ion Halrpin Curve/AdvlsOry Speed XX 60 x 60 BLACK X 25 YELLOW XI ' BLACK X 0113 G92(CA) Frecray Ent,... 48 x 30 2 10 -- GREEN WHITE %I IX WHITE X M3-4 Hest 24 x 12 _ N6-2aL Left Angled B n Arror. 21 x 15 B1 ACK X 3 WHITE Ix BLACK X 0114 MG-2aR Right Angled Dorn Arrow 21 x 15 3 10 MITE MITE IX Ix BLACK BLACK X 0201 0202 R61-26(CA) R61-26(CA) Intersection Lane Control Intersection Lone Control 48 x 30 48 x 30 X 10 MITE IX BLACK X 0206 R3-1 NO Right Turn Symbol 36 x 36 9 MITE IX BLACK X 0207 - _ R6 -1L R6 -1R ONE WAY ONE WAY 36 x 12 36 x 12 3 WHITE Ix BLACK X 3 WHITE I% BLACK X 0209 R61-26(CA) Intersection Lane Control 48 x 30 10 WHITE I% BLACK X 0212 0213 0215 R61-26(CA) H61-26(CA) R61-26(GA) Intersection lane Control Intersec+ion Lane Control Intersection Lane Control 98 x 30 48 x 30 48 x 30 10 WHRE IX BLACK X 10 WHITE Ix BLACK X 10 MITE Ex BLACK X 0216 - 0218 R5-10. R61-26(CA) M4 -14(G) Intersection Lane Control PEDESTRIANS PROHIBITED CombinaFion 270' Loop/Advisory Speed XX 46 x 30 24 x 12 60 x 60 10 WHITE I% BLACK X 2 WHITE Ix BLACK X 25 YELLOW %I BLACK X SHEET TOTAL 39 150 5-1 ltp7 Kv-y W)RDEP LAST RFV I SED 72/2D10 I�WxE -1 IXal FMk =, ge3;, Z15I r-- L.. 1z.IJ 4. '& Ju 3-,, 34. RLLAi1VED60pv^.SB SCALE —1 J. Kl o.k x UNIT DAM aEc[srmso CMLsxcrreEn oA,E , PM6WW an OF BIPEHIDS Ion 4n runr sWFET IW IWIAW AWWL PILSILFAL• �L6aN1191 . gN, 5F$p• (µgpolA g.ADF QG CO�`� •+i � C un • !� 6 S 6 •)2.13 SIGN QUANTITIES NO SCALE SQ -1 PROJECT NUMBER & PHASE 12.5-177 lKrrES: 1. POST LENGTHS GIVEN ARE APPROXIMATE_ 2. REFER TO ROADSIGN SIGN PANEL GUANITTIES FOR FURTHER INFOf&.1ATION. ROADSIDE SIGN QUANTITIES SHEET NO. 5-1 SIGN N0. 0101 SIGN FEDERAL CODE CALIFORNIA Rel(CA) PANEL IN x SIZE IN 4" x 4.4" POST (N) LF x 6" 6" x G" POST POST (N) (N) LF LF POST EA ROADSIDE SIGN TWO SSW POST EA MA EA ME POST EA- 1 RELOCATE ROADSIDE SIGN TWO SIGN POST EA FA METAL POST FA RENOVE ROADSIDE SIGN WOOD SSBY POST FA EA EA TREATED WOOD WASTE LBS 5-1 0102 G92(CA) _ t S-1 M3-4 - 1 S-1 - Y6 -IR 1 5-1 0103 s 0104 R5-100 R61-19(CA)(14WRH 3D x 24 S-1 0105 1 5-1 0106 R9-3 j 1 5-1 0107 _ R26A(CA) 36 x 36 13 1 S-1 0108 H3 -7R S-1 0109 R9-3 7 S-1 S-1 0110 0111 W13-2 48 x 60 15 1 5-1 0112 WS-IO(CA) GO x 60 28 1 5-i S-1 0113 N3-4 G92(CA) 49 x 24 x 30 12 13 1 - -- 5-1 N6-2UL 21 x 15 5-1 5-1 0119 0115 Y6-2aR R1-19(l'A) 1 5-20201 R61-26(CA) 48 x 30 13 1 f S-2 S-2 0202 0203 R61-_26(CA) 48 x 30 i S-2 ITS 1. ',S-2 ',0204 R6 -IL R6-iR... -t 'S-2 0205 R9-3 i IS -2 S-2 102M 0207 R3-1 R6-11- - 36 x M x 36 12 11 1 S-2 RG -TR 36 x 12 5-2 S-2 02081 0209 R3-18 _--A - R61-26(CA) - - 48 z 30 13 i 1 5-2 0210 R61-19(CA)_..-�-.. 1 75 5-2 S-2 0211, 0212'' R61-19(CA) R61-26(CA) 1 48 z 30 - - - 13 !. -_.. 1 1 TS 5-2 0213 R61-26(CA) 98 z 30 i 1 5-2 0219 _ R73-3(CA) 5-2 0215 R61-26(CA) 48 z 30 13 1 5-2 0216 R61-26(CA) 98 x 30 5-2 S-2 0217 RS -10c W1-15 24 x 12 I 1 75 5-2 0218 W4-14(CA) 60 x 60 28', 1 2 2 _ GRAND TOTALS 10 2 5 1 6 1 3 1 2 225 (N) = NOT A SEPARATE PAY ITOA IV R -ALL T BDftOEft LAST REVISED i/2/101D R4'IWNE _1, 1.11 RELA. Elm => cc000000m oeoaL.aGn �I D mcu[s REEISIFIIEO CML EH61NEE1t PM CITY Q 9NLgIDR 1W 9FSt 9ADU1 SR:ET IM TWYN9 AWWE P.%Wmy aEEE 1 91121 gNfl14¢Ip• [N6YppA 93b1 SIGN QUANTITIES NO SCALE .SQ -2 UNIT PROJECT NUMBER & PHASE 12.5-177 REMOVE CONCRETE SIDEWALK REMOVE HOT MIX ASPHALT PAVEMENT w SHEET W. STATION U-� �a SHEET No. X SHEET No. �o i UQ SKEET No. KN o� SOYD C-1 "CAL" 37+00.91 TO "CAL" 37+10A0 6 TOTAL 6 REMOVE HOT MIX ASPHALT PAVEMENT REMOVE HOT MIX ASPHALT DIKE �4x SHEEI No. STATION LOCATION oW iF oa �N LF C-2 'CA3" 93+0200 TO 'CAS' 90174.00 Rt 576 REMOVE CONCRETE CURB �w t SHEET No. X SHEET No. STATION i UQ SKEET No. LOCATION o� STATION F Z W¢ EQ SOFT C-1 'CAL" 33+85.00 TO "CAL" 37+10.00 1,165 C-2 "CAN" 93+0200 TO "CAT' 99"2.00 2,600 LF TOTAL 3,765 REMOVE HOT MIX ASPHALT DIKE �4x SHEEI No. STATION LOCATION oW iF oa �N LF C-2 'CA3" 93+0200 TO 'CAS' 90174.00 Rt 576 REMOVE CONCRETE CURB PAVEMENT STRUCTURAL SECTIONS 12/09/16 RECISITIED CIVIL ENCDEEN DAIS 12/09/16 PLP MPIIWAL D/.lE b HSI6 a CHU tr n0 P,FM CItt OF 811mMn IN NST WNIf SIIFEf 1600 1R9[IIM AWNX P6 OM%fYNNODA 911H iImw p. CUL cmiuI 93 1 �'r2•ls �w t SHEET No. STATION LOCATION 0 UQ SKEET No. LOCATION STATION F i W¢ � a � r LF C-1 'CAV' 33+89.98 10 "CAL" 3/+10.00 Lt 346 C-2 'CAL" 24+07.00 TO "CAL" 24+64.00 Lt T8 F TOTAL 424 PAVEMENT STRUCTURAL SECTIONS 12/09/16 RECISITIED CIVIL ENCDEEN DAIS 12/09/16 PLP MPIIWAL D/.lE b HSI6 a CHU tr n0 P,FM CItt OF 811mMn IN NST WNIf SIIFEf 1600 1R9[IIM AWNX P6 OM%fYNNODA 911H iImw p. CUL cmiuI 93 1 �'r2•ls 11_ BORDEN [ASI REVSED (/?/M101)¢A1YE `)p00J W1< REI hT!vE eON DHP iCnLE CW FRE =)OW 0000001 pa00�.9gn RIN o SUMMARY OF QUANTITIES NO SCALE Q-1 UNIT PROJECT NUMBER & PHASE 12.5-177 PC 0 SKEET No. LOCATION STATION F i m � a � r W X¢ O NV F '�W fU OF F TON TON CY CALLOWAY DRIVE "CAL" 33+84.58 TO "CAC' 37+10.00 1 2 195 1 0.3 10] L-1 WB NESTSIDE PARKWAY TO CALLONAY Or flAIN "CAU" 401+65.00 3 19 0.1 20 CALLZY DRIVE EB RAMP "CAS" 93+01.92 TO "Cp3" 99F42.00 1 341 0.6 230 L 2 GALLOWAY DRIVE EB RAMP "CA3" S3 1.92 TO "CAC' 24+52.00 4 72 0.1 SUBTOTAL 622 1.1 357 IOIAL FROM SHEET Q-2 17 GRANO TOTAL 639 1.1 357 11_ BORDEN [ASI REVSED (/?/M101)¢A1YE `)p00J W1< REI hT!vE eON DHP iCnLE CW FRE =)OW 0000001 pa00�.9gn RIN o SUMMARY OF QUANTITIES NO SCALE Q-1 UNIT PROJECT NUMBER & PHASE 12.5-177 PC EARTHWORK QUANTITY SUMMARY IN) NOT A SEPARATE PAY ITEM, FON INFORMATION ONLY. PLACE HOT MIX ASPHALT LOCATION -- PLACE HYA B" CORRUGATED (NI O d 2 HIGH DENSITY NATER LINE SPRINKLER V SHEET No. LOCATION CY POLYETHYLENE CROSSOVER CON IROL r i HM0. Rt a 3 2 CROSSOVER w o d a m TOTAL LF IN O IN SHEET No. 2 W X i CY CY L-2 "CA3' 93+02 TO 99142 554 11 L -I 'CAL° 33+93 TO 3T+10 134 20 L-1 "CAI" 400180 TO 401+85 22 TOTAL /10 31 IN) NOT A SEPARATE PAY ITEM, FON INFORMATION ONLY. PLACE HOT MIX ASPHALT 9P QUANTITY IS INCLUDED IN THE TABLE ON SHEET 0-1. IRRIGATION CROSSOVER LOCATION -- PLACE HYA B" CORRUGATED (NI (N) d HIGH DENSITY NATER LINE SPRINKLER V Q CY POLYETHYLENE CROSSOVER CON IROL SHEET No. LINE HM0. Rt Lt PIPE CONDUIT CROSSOVER w 26 TOTAL LF IN O IN SHEET No. STATION LOCATION X i (TYPE A) OTAL 40 a j W O Z IF SQYO TON L-2 "CA3" 91+01.92 TO "CA3" 98+92.00 Rt 613 17 L-2 "CA3" 93+01.92 TO "CA3" 98+92.00 Ht 287 TOTAL 281 1!M 9P QUANTITY IS INCLUDED IN THE TABLE ON SHEET 0-1. IRRIGATION CROSSOVER (N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. ToRI11R Iynl RIVISE] 7/2/2010 VSFIDYIE 9Y1 ELS RELATIVE BORUER SCALE .s iN lM l'R ES 48 `d REf.]SIEflED CIVIL ENGPEEfl 12/09/16 PNEA15 CNY F BMN4N19 iW FST YIMIf 511@f IW TNMNI pFNE PAS�FIY/�//G{l�6tlN1119111N ^1 �]BURYp p�fwjggPQC 9;ip1 MINOR CONCRETE SHEET No. LOCATION LOCATION SIDE B" CORRUGATED (NI (N) HIGH DENSITY NATER LINE SPRINKLER V CY POLYETHYLENE CROSSOVER CON IROL SHEET No. LINE STATION Rt Lt PIPE CONDUIT CROSSOVER SUBTOTAL 26 TOTAL LF IN 26 IN L-2 "CA3" 94+60 X % 40 OTAL 40 (N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. ToRI11R Iynl RIVISE] 7/2/2010 VSFIDYIE 9Y1 ELS RELATIVE BORUER SCALE .s iN lM l'R ES 48 `d REf.]SIEflED CIVIL ENGPEEfl 12/09/16 PNEA15 CNY F BMN4N19 iW FST YIMIf 511@f IW TNMNI pFNE PAS�FIY/�//G{l�6tlN1119111N ^1 �]BURYp p�fwjggPQC 9;ip1 MINOR CONCRETE SHEET No. STATION LOCATION N V CY C-4 "CAV 98+92.02 TO "CAL" 24+OT.00 Rt 5 C-5 "CAS" 200+22.87 TO "CAL" 37+10.00 Lt 21 SUBTOTAL 26 TOTAL 26 UNIT SUMMARY OF QUANTITIES NO SCALE Q-2 12.5-177 PROJECT NUMBER & MASE NOTE= FOR ACCURATE RIGHT OF WAY DATA, SEF RIGHT OF WAY MAPS AT CITY OF BAKERSFIELD. LEGEND i Po6-� WOOD �44'B y 1�1qNg F/ 4y APPROvEo Fort ERosioW carom mwK owe r HORUFH IAtif HEYI S}U !/l JOIU ��x9� )� _ Lt • � r H Otil SIL[ ) Nu,vC9C +tt /_.enn _ N In J.. I I I I reEclslEnEo crv� aem 6615 48 P.WS9b Lltt ff BMEPYIIH1111 100 ESI IWMI Slgfl 1®p 101Y11M IYpE PASIxFWl. CWfOML1 91129 BAW3L4mD, fY4W0U! A'A1 J�Gc•o /`� � 6.12.18 rorr•�n �� EROSION CONTROL PLAN SCALE: V = 50' EC -1 UNIT li PRO.IFCT NUMBER R PHASE 12.5-177 NOTE: FOR ACCURATE RIGHT OF WAY DATA, SEE RICH( OF MAY MAPS AT CITY OF BAKERSFIELD. PEGISTEPm LIVIL CM'.PSLP 12/49/16 PMbJIK I till Of NIIENYMID iP0 tESf RVMJ! STEEP 1� TNIBUI tYEAE PAW RILL�CII.IFW11.1911N gV�pp, 1:1IQ-pgQ�93Y'1 .Is APPROVED FOR EROSLQY CONMOL KKK OAILY DOW)EP. VST REV SID f21/010 �a�NxE =)omtiac IXN FllE _) ne o5np000vol leooa.egr' EROSION CONTROL PLAN SCALE: 1' = 50' EC -2 UNIT IPRQIECT NUMBER & PHASE 12.5-177 WOOD MULCH 00RDER I A b T REVISED (z1 G Pl 3Ec11 c3�o NI 1P " L� va a r urn � emcees 42 I2/x9. 9ss1str9Fn crvri_ [xcNAm nA1F 12/09/16 PA16p6 cm a er,¢nsrlm tOJ FST �YNII SIIEif IW 1Np1iM AV PASM4XIy UllFW11I 911Y9 9AMAYID➢�y,p'MNU 9P01 Rew.•J�)`�i�cwinlS EROSION CONTROL QUANTITIES HO SCALE ECO -1 CQ_' UNIT PROJECT NUMBER & PHASE 12.5-177 w y1 5 Ci EC -1 122 EC -2 271 TOTAL 393 00RDER I A b T REVISED (z1 G Pl 3Ec11 c3�o NI 1P " L� va a r urn � emcees 42 I2/x9. 9ss1str9Fn crvri_ [xcNAm nA1F 12/09/16 PA16p6 cm a er,¢nsrlm tOJ FST �YNII SIIEif IW 1Np1iM AV PASM4XIy UllFW11I 911Y9 9AMAYID➢�y,p'MNU 9P01 Rew.•J�)`�i�cwinlS EROSION CONTROL QUANTITIES HO SCALE ECO -1 CQ_' UNIT PROJECT NUMBER & PHASE 12.5-177 NOTES' 1. FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY YAPS AT THE CITY OF BAKERSFIELD. 2. ALL PULL BOXES SHALL BE No. 5M(E) WITH TAMPER RESISTANT COVER UNLESS OTHERWISE NOTED. CONDUIT NOTES (TH] Qs^r, 2u6 IL+N QFxist 2"C, 286 ILL, �j mar r4, 44 k' 44y BOPJ)FR LAST REVISED '/2/2010 Y u—>06oao00pm-.p .tl9rt APPROVED FOR EL£CMICAL NGWK ONLY FELP IVE AORDER 5 L 0 iS •N NCHES 0 _ �£ TVTPI PHWGCI '.� Ker IOCAI N/A 43 Y.11PI16OIT I IY1P1 411Wf IX1YE, HIRE r00 140 Imam AY YVpL, GIBQWIA 9512 MRXFIEID. GLWIMIA 9ID1 �Cco.1\c•—•151 L • I $ I LIGHTING (CITY STREET) MODIFYING EXISTING ELECTRICAL SYSTEM SCALE: 1" = SO' 12.5-177 E-1 UNIT 0000', PROJECT NUMBER & PHASE EA 06-48460 CALLOWAY DRIVE rr i� Exist 2"C,1 -DLC- ® 1 -DI C, MD i -DLC �\ (01. ® �\ B '6( \_) �- 6(T �6 (CAL -1S) 1 08 1.c, D L 'E.G Er-K-- 6 214LI PROJECT NOTES: �- 1A SEE SHEET F-3 CONDUCTOR, CUNDUIT� POLE AND LOUIPMF111 SCHEDULES= - PI_e1t5 ePv m - SEE SHEET E-3 NOTE: 1. FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF Am WAY MAPS AT THE CITY OF RAKFRSFIFID. 2. ALL PULL BOXES SHALL HL No. SORE) WITH TAMPER RLSISIANT COVER UNLESS OTHERWISE NOTED. -- — C _ — —►J G2 —__-y 01 fit _ 92 0 8 To �L1MIT LINE TRAFFIC PHASL DIAGRAM STEADY DEMAND SEQUENCE y II CALLOWAY DRIVE rr i� Exist 2"C,1 -DLC- ® 1 -DI C, MD i -DLC �\ (01. ® �\ B '6( \_) �- 6(T �6 (CAL -1S) 1 08 1.c, D L 'E.G Er-K-- 6 SORTER L.11r FFvlsko In/zClc IGTOrNE —111 3Gu1- 0 1Il J xocoaom —... ... ,--181 01� .m ' I RPD! A16O \ ;� , 06 Ker LOCAL f �% � 214LI RE6r5,ERE� �- 1A 2T4L PI_e1t5 ePv m Exist 2"C, 1 -OEC - 213E Am -- — C _ — Exist 3"C, 1 SLC 8 To �L1MIT LINE SORTER L.11r FFvlsko In/zClc IGTOrNE —111 3Gu1- 0 1Il J xocoaom —... ... ,--181 01� .m ' I RPD! A16O \ ;� , 06 Ker LOCAL f �% � RE6r5,ERE� Dy_<m 12/09/16 9 PI_e1t5 ePv E DETAIL "B' O�0 � (SHEET E-3) Q / /-(CAL 2S) m 09 "C, 2 -DLC v I /cR}�� I 2 1,1 4 �• I EYD 6o I ilou DETAIL 'A"1" - (SHEET E-3) 6J3L- 6J4L 6J3U ®xiut I OOPS 6J4U 8 -fit �� (CAL -45 ��'v14 OV��J 0 ,1 200' TO - T „Exist 2"C, LIMIT LINE l 2#8 (Lty), \\\� I`I Exist 2"C, , SIC Exist 2"C, 2#R (Sig), 1#8(G) LO 2"C, 1 DLC 910 N/A 70 r2^c, 1-0Lc I _ LIMIT 11� V=' FRd 6J2C t ^"4L„ LINE CALLOWAY DRIVE SIGNAL AND LIGHTING SYSTEM —Exist 2"C, 1 DLC (LOCATION 1) WLSISIDL Pkwy WB RAMPS I Al P_ } CALLOWAY Nti I Ct- APPROVED Fal ELECTRICAL AVRK OAEY RE - 3CROEP. SCALE E I u ! 11 — J 8 MODIFYING EXISTING ELECTRICAL SYSTEM SCALE: 1' = 20' 12.5-177 E-2 UNIT VOVV PROJECT NUMBER & PIUSE EA 06-48460 g r 4 fl ? v m l Am 200' TO - T „Exist 2"C, LIMIT LINE l 2#8 (Lty), \\\� I`I Exist 2"C, , SIC Exist 2"C, 2#R (Sig), 1#8(G) LO 2"C, 1 DLC 910 N/A 70 r2^c, 1-0Lc I _ LIMIT 11� V=' FRd 6J2C t ^"4L„ LINE CALLOWAY DRIVE SIGNAL AND LIGHTING SYSTEM —Exist 2"C, 1 DLC (LOCATION 1) WLSISIDL Pkwy WB RAMPS I Al P_ } CALLOWAY Nti I Ct- APPROVED Fal ELECTRICAL AVRK OAEY RE - 3CROEP. SCALE E I u ! 11 — J 8 MODIFYING EXISTING ELECTRICAL SYSTEM SCALE: 1' = 20' 12.5-177 E-2 UNIT VOVV PROJECT NUMBER & PIUSE EA 06-48460 CONDUCTOR AND CONDUIT SCHEDULE CABLE SCHEDULE CONDUIT RUN NLNDER AND SIZE CA TYBLE PE T D PHASES Z\AA S. LL 4 AA FILL X 7 A (E) (N) (N) (N) (E) (E) (N) (E) VEH-PED 12C5C O 6,8 l 1 o 1 © Exist CONDUCTORS, ADD CONDUCTORS AS SHOWN. - 1 Westsitl Pkvy WB © 4,8,01 A lz 1 IA HO') 1z - IX - 1 - © 6 Exist Exist C 26-4-100 40' 15' 1GSW(N) MAS O S,6 - - CallOvay Drive 1 1 M LSJ r1 D IA (101 1 - Q 2,2P,4,5 zzx - - - - 17.1' 4.0' 2 2 29-5-100 UV 8 lzzz 165W(N) 3 MAS SV -2-1171 SP -1-T - - 1 1 1 HM © 2,4,OLA,2P 2 - - ZZ - 2 1 - 2 2 PPB 3[Sc Exist TOTAL 1 2 1 4 2 1 / 1� 2 9 2 AWG CIRCUIT Call Ovay Uri"s Exist Exist ❑5 ©❑3 5 C5C APS 1 W6 SIGNAL #8 LIGHTING 2 2 2 2 2 DETECTORS -DLC 02 3 3 3 02 ADV 1 1 1 04 2 2 2 TYPE 8 04M ADV 1 1 1 DLc 05 1 1 1 05 6 6 6 06 ADV 2 2 2 08 2 2 2 06N AOV 1 1 1 SIC 2 EVUC 1 1 2 1 2 4 TOTAL CABLES 4 8 9 19 11 6 19 3G 3" 4" 3" 2" 4- 2-4" 14X 19X 19X 26X 2YL 21Z 21X a 2059`9 LAST REVISED 7/2/2010 1 p"I qa :; ODUUOUI w0U3.egn PROJECT NOTES (FOR E-2 AND FOR THIS SHEET ONLY) 1❑ Exist MODEL WTO E CONTROLLER ASSEMBLY IN MODEL 332L CABINET WITH BACKUP SYSTEM. ADD MODEL 222 LOOP DETECTOR SENSOR AMPLIFIER AND WIRELESS MODEM. INSTALL WIRELESS MODEM IN EXISTING CABINET. ❑Z Exist TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: ADDRESS: 427 CALLOWAY Or CTID NO. 065005804T.05710 AMPERE a POLES CONDUIT SIZE METER 2" S. LL 1 � SIGNAL CONTROLLER I FILL X I iTX 16X 15 120 1 YES Y _APS_ M ARROW MESSAGE A 13 SPECIAL (E)�EXISTING C0140UIT (N)=NEW CONDUIT 35' o 16SW'(N) © Exist CONDUCTORS, ADD CONDUCTORS AS SHOWN. a 2059`9 LAST REVISED 7/2/2010 1 p"I qa :; ODUUOUI w0U3.egn PROJECT NOTES (FOR E-2 AND FOR THIS SHEET ONLY) 1❑ Exist MODEL WTO E CONTROLLER ASSEMBLY IN MODEL 332L CABINET WITH BACKUP SYSTEM. ADD MODEL 222 LOOP DETECTOR SENSOR AMPLIFIER AND WIRELESS MODEM. INSTALL WIRELESS MODEM IN EXISTING CABINET. ❑Z Exist TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: ADDRESS: 427 CALLOWAY Or CTID NO. 065005804T.05710 AMPERE VOLTS POLES NAME PLATE METER PHOTOELECTRI CONTROL TYPE 50 120 1 � SIGNAL CONTROLLER I YES I CTID No. 0650058047.057M# LS -2 AMPERE VOLTS POI FS NAME PLATE METER PHOTOELECTRI PP8_ RSNS PLACEMENT CONTROL TYPE 30 120 1 INTERSECTION LIGHTING YES V 15 120 1 YES Y *ADO PHENOLIC NAME PLATE TO CABINET 3❑ ® Exist PBA. INSTALL APS ASSEMBLY 4❑ SEE RSP ES -4B DETAIL B. ® HPS LUMINAIRE, INSTALL ROADWAY 1 LUMINAIRE. © ® Exist PSF. INSTALL COUNTDOWN PSF ASSFMRI Y. WE PULL 80X. INSTALL WOO) WITH TAMPER RESISTANT COVER. © RExist PULL BOX COVER AND INSTALL TAMPER RESISTANT CbYER ON Exist PULL BOX. ❑9 ® POLE EQUIPMENT COMPLETE POLF AND EQUIPMENT SCHEDULE Olaf fflMry IbxltE TOTLL P�EGi Til 06 Xet LOCAL N/A 45 48 PIP5016 fDY 6 BME#4W3D II01 NIPDIi WQ1'E. 4WIE MO 1600 NAKIW MWIE IR1'IIF. CMFMQI 9612 (\'' BNF➢SW1D�ULffCPo9a 9SM 6.1s•Is DETAIL "A" NO SCALE m R61-19(CA)(Mocl) (30"x24") DETAIL "B" NO SCALE RSNS=REFLECTIVE STREET NAME SIGN EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE_ (N)- NEN EQUIPMENT SIGNAL AND LIGHTING SYSTEM (LOCATION 1) WESTSIDE Pkwy WB RAMPS AT CALLOWAY MODIFYING EXISTING ELECTRICAL SYSTEM NO SCALEAPMOVED FOR £LEC7RlCAL WORK ONLY 12.5-177 E-3 RELATIVE REORUEE SCALE L - UNI1 0000 PROJECT NUMBER & PHASE EA 06-48460 STANDARD MASTARMS LUMINAIRE SIGNAL MOUNTING PP8_ RSNS PLACEMENT No Type SMA LMA RW1 LED MAST ARM POLE ❑ 6 PED _APS_ M ARROW MESSAGE A 13 SPECIAL A 24-5-100 35' 15' 16SW'(N) 2 MAS SV -2 -TA - - - Westsitl Pkvy WB Exist EX16t �R�E�QUIREMENTS LJ B IA HO') - - - - TV -2-T - - - - Exist Exist C 26-4-100 40' 15' 1GSW(N) MAS SV -1-T - - - CallOvay Drive 22.4' 5.3' M LSJ r1 D IA (101 - - - - TV -2-T - - - - 17.1' 4.0' U E 29-5-100 50' 15' 165W(N) 3 MAS SV -2-1171 SP -1-T - - Wes'tsiAe Pkwy WB Exi6t Exist HM F 1A 001 - - - - TV -1-T - 2 —>~ - Exist Exist Q G 24-4-100 35' 15' 165W'(N) - SV -2 -TA SP -I -T 2 —>r Call Ovay Uri"s Exist Exist ❑5 ©❑3 RSNS=REFLECTIVE STREET NAME SIGN EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE_ (N)- NEN EQUIPMENT SIGNAL AND LIGHTING SYSTEM (LOCATION 1) WESTSIDE Pkwy WB RAMPS AT CALLOWAY MODIFYING EXISTING ELECTRICAL SYSTEM NO SCALEAPMOVED FOR £LEC7RlCAL WORK ONLY 12.5-177 E-3 RELATIVE REORUEE SCALE L - UNI1 0000 PROJECT NUMBER & PHASE EA 06-48460 PROJECT NOTES: SEE SHEET E-5 CONDUCTOR, CONDUIT, POLE AND FOUIPMENT SCHEDULES: SEE SHEET E-5 PG ~✓ Y 01 04 04 TRAFFIC PHASE DIAGRAM STEADYDEMAND I I YQ J a a 20 = �YI 3t z"c, t-oLc� \ 2,116i I I ❑ ❑ ® I 1 LEFT TURN LOOP DETECTORS DETAIL Me P„t,� 1 j a 010,)t'EVC'F-� 1 Fxi rp%n7 ER3-1B "CAL' LIIE 2. -. 4 2I4U i ri LIM[i ',SNE xis+ 2"C,1 -sic 214E -- -.- xist 2"C,1-dlc 2131 _` BORDER LAST REVISED i,212010 Exist 2^c,1-elc✓ — � --� NOTE' 1. FOR ACCURATE RIGHT OF WAY DATA SEE RIGHT OF WAY MAPS AT THE CITY OF BAKERSFIELS 2. ALL PULL BOXES MUST OF Mo. 5(T)(E) WITH TAMPER RESISTANT COVER UNLESS OTHERWISE NOTED. R DETAIL 'A' NO SCALE D" munr RDvtE rorn� Fau )6 Ker LOCAL N/A 3L(k 011— 12/09/ F£GtslERED CIVIL ENGINEER DATE 98 Mt , c;LII J X12 WW I t& D$mD, f .L 93iM I (. MODIFY SIGNAL AND LIGHTING (LOCATION 2) WESIIDL Pkwy ED RAMPS & AT CALLOWAY �BslO gJ•F,o 5 -®LOOPS Exis9q'f¢. q` t ?"C, 1-tllc� Exist 2'Y:, 1—di. e � �f'V1a,.00 `tXiSt Z"C, 1-dlc -65) "TTii ab - ((111 6J4L CALLOWAY DRIVE - ``� 3 ' v' 85''0 1 6J4U -- 2GJ2U LIMIT LINE13 DETAIL "A" R3-18 4 61^ 6 C,�tiE� 02— 04 34 F Exist ec,2-sit 55 _ Exist 2'C,, sic BRIDGE JOINT Exist 2'C, 2116 (SIG), 1116 (G) - - Exist 2"C,1-s1c Exist 2"C, 2+a(LTC).�. � BS�R�yAY O, '----- MODIFYING EXISTING ELECTRICAL SYSTEM SCALE- Exist z c,t-sIc APPAIDVEO FAV ELECTRICAL ACAYK OAN Y - 5 12.5-177 E-4 ucmNc=»noxemr LI LA n1L R 1111E UNIT BOBO PRO06 JFCT NUMBER R PHASE EA -48460 IXM FRF .>o6000000VlmLgLGSn IS INCNaf1E5 CONDUCTOR AND CONDUIT SCHEDULE CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE//��\ CABLE TYPE T D PRASE Z IN) � IN) A (E) � (E) A (E) //��\ A 6 (E) //��\ /-' (E) 2CSC ® 6 1 1 1 1 +I Q 4 1 SHOWN. �5RC 1 - 7VEH-PED © 6 TV -2-T - - - - 1 R POLE AND APPURTENANCES 1 12' 165W(N) 2 SV -1 -1 - - - - Exist Exist -3T- * 1 30' 12' Q 4 SV -1-1 - - - - Exist Exist 3 E 17-3-100 1 12' O 2,4 zzzrXlZZ>-" - - callow Dr Exist Exist 3 4 to (109 - PPB 3c5C - TOTAL 1 2 3 1 2 4 6 AWG CIRCUIT 200M1ps 2- MAS SV -1-T - - - - REMOVE AND SALVAGE COMPLETE *8 LIGHTING 2 2 2 2 DETECIg6-01-C PHASE 92 3 3 3 TYPE B 02M ADV 04 1 1 4 4 4 4 4 DEC 04 ADV 1 I 1 1 1 06 3 3 3 06 AUV INTERCDNNECT EVUC 1 1 3 TOTAL CABLES 6 10 15 4 9 16 22 CONDUIT SIZE 3" 3" 3" 2• 2" 3" 2-3" FILL X 1iX 18X 26% 19Z 35Z 31X 21Z 23X (E) -EXISTING CONDUIT (N) -=NEW CONDUIT ® Exist CONDUCTORS, ADD CONDUCTORS AS SHOWN. C3 ..i P.., F'EM I PROJECT NOTES (FOR E-4 AND FOR THIS SHEET ONLY) 1n Exist MODEL 2070E CONTROLLER ASSEMBLY IN TYPE 332 CABINET WITH BATTERY BACKUP SYSTEM. AQU MODEL 222 SENSORNNIT. 2� Exist TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCDIT BREAKERS: ADON 55: XXX CALLOWAY Dr rnn Nn AsSnnRAAA7 A7CU _ AMPERE VOLTS POLES NAMEPLATE METER PHOTOELECTRI CONTRA TYPE 50 1 120 1 1 1 SIGNAL CONTROLLER I YES 11 30 1 120 1 1 INTERSECTION LIGHTING - YES V --1 i 15 120 YES 30 1 240 11 SPARE YES 0 UPS LUMINAIRE, INSTALL ROADWAY 1 LED LUMINAIRE. +I ❑4 RC Exist MAST ARM MOUNTED SIGN. INSTALL NEW SIGN SHOWN. �5RC Exist PULL BOX COVER AND INSTALL TAMPER - - SISTANT COVER ON Exist PIAL BOX. - TV -2-T - - - - 22' 40' R POLE AND APPURTENANCES 12' 165W(N) - SV -1 -1 - - - - Exist Exist C3 ..i P.., F'EM I PROJECT NOTES (FOR E-4 AND FOR THIS SHEET ONLY) 1n Exist MODEL 2070E CONTROLLER ASSEMBLY IN TYPE 332 CABINET WITH BATTERY BACKUP SYSTEM. AQU MODEL 222 SENSORNNIT. 2� Exist TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCDIT BREAKERS: ADON 55: XXX CALLOWAY Dr rnn Nn AsSnnRAAA7 A7CU _ AMPERE VOLTS POLES NAMEPLATE METER PHOTOELECTRI CONTRA TYPE 50 1 120 1 1 1 SIGNAL CONTROLLER I YES 11 POLE AND EQUIPMENT SCHEDULE in+ 'I CTIO No. 0650058047.033M IS -2 .v.-.. �u TOTAL %x PEREVOLTS POLES NAMEPLATE METER PIR TOELECTRI LOCAL............ N/A CONTROL TYPE 12/09/ 30 1 120 1 1 INTERSECTION LIGHTING - YES V --1 i 15 120 YES 30 1 240 11 SPARE YES 0 UPS LUMINAIRE, INSTALL ROADWAY 1 LED LUMINAIRE. ❑4 RC Exist MAST ARM MOUNTED SIGN. INSTALL NEW SIGN SHOWN. �5RC Exist PULL BOX COVER AND INSTALL TAMPER - - SISTANT COVER ON Exist PIAL BOX. - POLE AND EQUIPMENT SCHEDULE in+ 'I LGIMI' sZ .v.-.. �u TOTAL %x SIGNAL MAST ARM Ker LOCAL............ N/A �X,�' 12/09/ REGISTERED CNIL ENGINEER GATE 12/09/16 , � , l m I Mummmik OO -%="-W64WQA 93101 I �^5i 6•�2 ,e No HSNS = HEFLLCIIVE SIHLEI NAME SIGN EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE_ (N) - NEW EQUIPMENT MODIFY SIGNAL AND LIGHTING (LOCATION 2) WFSTSIDE Pkwy EB RAMPS AT CALLOWAY NnRDER LAST REVISED 7/2/2010 i -J a4WW1f- � N-_ATrv[ NoaoEN smLE Od FRE �) Ofb00IXI001 unp05.elgn 15 IN INCHES MODIFYING EXISTING ELECTRICAL SYSTEM NO SCALE 12.5-177 E-5 UNIT 0000 PROJECT NUMBER & PHASE EA 06-484150 STANDARD Type MASTARMS SMA LMA LUMINAIRE RW1 LED SIGNAL MAST ARM MOUNTING POLE PED APS PPB RSNS M ARROW MESSAGE PLACEMENT A B SPECIAL REQUIREMENTS 8 lA (10') - - - - TV -2-T - - - - 22' 40' R POLE AND APPURTENANCES 12' 165W(N) - SV -1 -1 - - - - Exist Exist -3T- * 19-4-100 30' 12' 165W(N) MAS SV -1-1 - - - - Exist Exist 3 E 17-3-100 15' 12' 165W(N) MAS -48 SV -1 -I - - - callow Dr Exist Exist 3 4 to (109 - - - - TV -2-T - - - Exist Exist © 19-4-100 30' 12' 200M1ps 2- MAS SV -1-T - - - - REMOVE AND SALVAGE COMPLETE HSNS = HEFLLCIIVE SIHLEI NAME SIGN EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE_ (N) - NEW EQUIPMENT MODIFY SIGNAL AND LIGHTING (LOCATION 2) WFSTSIDE Pkwy EB RAMPS AT CALLOWAY NnRDER LAST REVISED 7/2/2010 i -J a4WW1f- � N-_ATrv[ NoaoEN smLE Od FRE �) Ofb00IXI001 unp05.elgn 15 IN INCHES MODIFYING EXISTING ELECTRICAL SYSTEM NO SCALE 12.5-177 E-5 UNIT 0000 PROJECT NUMBER & PHASE EA 06-484150 NOTES: THE QUANTITIES ON THIS SHEET ARE NOT A SEPARATE PAY ITEM AND ARE FOR INFORMATION ONLY. FOR CONPLETE ELECIRICAL WORK, SEE ELECTRICAL PLAN SHEETS. W)RDER LAST REVISED 7/2/2010 MODIFYING EXISTING ELECTRICAL SYSTEM uvmur='=.m v. IX FAE _1 ae....moos "n MODIFYING EXISTING ELECTRICAL SYSTEM APPWW9 FOW ELECTRICAL Wa?K OMY RCLAI�K B�p��O 5 L[ � OOIDY AME IOrRL PROJECTW. i1 Ker LOCAL N/A 4848 PMSIE. Wtt R BMFl91E1D ffiI MPoRI Wff 9AIE PW SAMEF10% AUF MYpE� CMh➢NR 9.612 RMTggpp� WSOHIM 93bi �•IL•Ir? ELECTRICAL QUANTITIES NO SCALE 12.5-177 E-6 UNIT 0000 PROJECT NUMBER & PHASE EA 06-48460