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HomeMy WebLinkAbout12.5-177 AsBuiltN as a N W� THE CONTRACTOB SHALL POSSESS THE CLASS (q2, Cl AS OF LICENSE AS SPECIFIED IN THE 'NOTICE TO BIDDERS." BgiDER LASE REVISED T/P/P010 CITY OF BAKERSFIELD PROJECT PLANS FOR CONSTRUCTION ON WESTSIDE PARKWAY IN KERN COUNTY IN BAKERSFIELD AT CALLOWAY DRIVE INTERCHANGE TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2010 AS BUILT CONTRACT No. 17-156 DATE 04/19/1 R.E. NUE ROBERT VOYL 061 Ker I LOCAL LOCATION YAP E. Slpmhfe fcP firm/ cq* D I N M-Lullf /nftrWtIm NO SCALE RELATIVE BOLDER SCAL 15 IN INoNES UNIT APPROVED BY - ; ID F Lak R.C.E.ffl M WINDS 12,31-16 an w wEnYEIiRISID 1M. I. MONT Rare N%W 16 36DWT ooEclw att s BL¢161m W19 A. IVfIE pY1L F11®FFA IY Citt Ci MRMF]➢ YI S WOE TMFFIC MWEER 0111' 6 BNFA .. /FVr_ Z 12/09/16 1RpPP1 RIPFL'O ENGINEER un IESISIOIEO CIVIL FHOREER W 12/99/16 OmL'FiLCSA11bIF d?lWT�F PNS MaALDATE CIVIL gLFO6NLS d9SUL �c ! w Ml Y �mww% w K N .. CONTRACT No. PROJECT ID 12.5- 1 PROJECT 2.5 - PROJECT NUMBER 6: PHASE INDEX OF PLANS SHEET y No. DESCRIPTION 1 TITLE AND LOCATION MAP 2 TYPICAL CROSS 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 23-24 UTILITY PLANS 25 CONSTRUCTION AREA SIGNS A 26-30 TRAFFIC HANDLING AND QUANTITIES 31-33 PAVEMENT DELINEATION PLANS AND QUANTITIES 34-37 SIGN PLANS AND QUANTITIES E 38-39 SUMMARY OF QUANTITIES 40-42 EROSION CONTROL PLANS AND QUANTITIES 43-48 ELECTRICAL PLANS AND DETAILS N THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT IS INCLUDED IN THE NOTICE TO BIDDERS AND SPECIAL PROVISIONS BOOK. as a N W� THE CONTRACTOB SHALL POSSESS THE CLASS (q2, Cl AS OF LICENSE AS SPECIFIED IN THE 'NOTICE TO BIDDERS." BgiDER LASE REVISED T/P/P010 CITY OF BAKERSFIELD PROJECT PLANS FOR CONSTRUCTION ON WESTSIDE PARKWAY IN KERN COUNTY IN BAKERSFIELD AT CALLOWAY DRIVE INTERCHANGE TO BE SUPPLEMENTED BY STANDARD PLANS DATED 2010 AS BUILT CONTRACT No. 17-156 DATE 04/19/1 R.E. NUE ROBERT VOYL 061 Ker I LOCAL LOCATION YAP E. Slpmhfe fcP firm/ cq* D I N M-Lullf /nftrWtIm NO SCALE RELATIVE BOLDER SCAL 15 IN INoNES UNIT APPROVED BY - ; ID F Lak R.C.E.ffl M WINDS 12,31-16 an w wEnYEIiRISID 1M. I. MONT Rare N%W 16 36DWT ooEclw att s BL¢161m W19 A. IVfIE pY1L F11®FFA IY Citt Ci MRMF]➢ YI S WOE TMFFIC MWEER 0111' 6 BNFA .. /FVr_ Z 12/09/16 1RpPP1 RIPFL'O ENGINEER un IESISIOIEO CIVIL FHOREER W 12/99/16 OmL'FiLCSA11bIF d?lWT�F PNS MaALDATE CIVIL gLFO6NLS d9SUL �c ! w Ml Y �mww% w K N .. CONTRACT No. PROJECT ID 12.5- 1 PROJECT 2.5 - PROJECT NUMBER 6: PHASE x le Ell 0.35' HMA (TYPE A) DESIGN DESIGNATION - WESTSIDE PARKWAY ADT (2012) 94,500 D 55% ADT (2036) 152,000 T e% DHV 15,200 V 65 mph ESAL 31,]10,000 Tip 15.5 PAVEMENT CLIMATE REGION: INLAND VALLEY PER PLAN "CAL" 33E94 TO "CAL" 37+10 SB CALLOWAY Or "CAD" LINE =HMA DIKE (TYPE E) HMA DIRER (70:1) A SAWCUT 93+02 TO "CAV 994-42.02 EB CALLOWAY Or OFF -RAMP LINE II6MWME ->wsER RELATIVE BORDER SCALE BORDER LAST REVISED ]/2/2010 OOX FRE -) ARE'LEST IS IN INCHES PN6O6 100 M3T M4A61 SIAFET PAS6FAI, CALM'NMM fI1N OT OF 6MERYIEI9 1000 TRMRN AMNE 6MEaRon, moutaA 931M NOTES! TYPICAL PAVEMENT STRUCTURE SECTIONS EXISTING PAVEMENT STRUCTURE SECTIONS . 9EorsTE9E0 pvlL Erro1xEE9 12/09/16 x rlf 0.55: HMA (TYPE A) 01:7715; 55' HIM (TYPE A) 1. DIMENSIONS OF THE PAVEMENT STRUCTURES STRUCTURAL uL O.T5 Cl 2 AB El[ O,TS'CI 2 AS SECTIONS) DARD SUBJECT TO SP CIFIEO IN 2 0.45: HMA (TYPE A) ro 0.50 CI 2 AS B 0.50' CM 2 (Ag PE A) 2. LOCATIONS AND TYPES OF HMA DIKE AND CONCRETE PLANS AI'PRWAL RATE DATE 04/19/16 R.E. NATE ROBERT VDI BARRIERS ARE SHOMN ON THE LAYOUTS AND THE SUMMARY 0.25' HMA (TYPE A) OF QUANTITIES SHEETS. 3 0.50'CI 2 AB [a x le Ell 0.35' HMA (TYPE A) DESIGN DESIGNATION - WESTSIDE PARKWAY ADT (2012) 94,500 D 55% ADT (2036) 152,000 T e% DHV 15,200 V 65 mph ESAL 31,]10,000 Tip 15.5 PAVEMENT CLIMATE REGION: INLAND VALLEY PER PLAN "CAL" 33E94 TO "CAL" 37+10 SB CALLOWAY Or "CAD" LINE =HMA DIKE (TYPE E) HMA DIRER (70:1) A SAWCUT 93+02 TO "CAV 994-42.02 EB CALLOWAY Or OFF -RAMP LINE II6MWME ->wsER RELATIVE BORDER SCALE BORDER LAST REVISED ]/2/2010 OOX FRE -) ARE'LEST IS IN INCHES PN6O6 100 M3T M4A61 SIAFET PAS6FAI, CALM'NMM fI1N OT OF 6MERYIEI9 1000 TRMRN AMNE 6MEaRon, moutaA 931M As BuaT CONTRACT No. iT-1ss DATE 04/19/16 R.E. NATE ROBERT VDI TYPICAL CROSS SECTIONS NO SCALE X-tl UNIT PROJECT NUMBER ® PHASE 12.5-177 NOTES 0 1FCOMPLETE PROJECT CONTROL 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 SY' (CCSB3) ZONE 5 2004.00 EPOCH RELATIVE TO THE NORTH AMERICAN DATUM OF 1983 (NAA 83) XND WERE DETERITINED BY GLOBAL POSITIONING SYSTEM (G.P.S.1 TIES TO TWO CONTINUOUS GLOBAL POSITIONING STATIONS (C.G.P.S.) REFERREED TO AS BVPP AND WCPP. SAID STATIONS ARE PART OF THE CALIFORNIA SPATIAL REFERENCE NETWORK (C.S.R.N.) AND WERE HELD "FIXED" HORIZONTALLY IN THIS SURVEY. THE BEARING BETWEEN C.G.P.S. BVPP AND WGPP BEING S 63°14'53" E, AS DERIVED FROM THE POSITIONS FOR SAID STATIONS, IN SAID EPOCH, WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. BASIS OF ELEVATIONS: THE ORTHOMETRIC ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 19881 AND WERE DETERMINED BY DIFFERENTIAL LEVELS AND FAST STATIC GPS TIES TO NGS VERTICAL CONTROL MONUMENTS: M 364 (PID FU1759, ELEVATION 374.01') 4. IN THE EVENT GPS MACHINE CONTROL/GUIDANCE IS USED FOR THIS PROJECT THE CONTRACTOR SHALL CONTACT AND MEET WITH THE SURVEYS DEPARTMENT AT THE DISTRICT OFFICE TO OBTAIN THE CONTROL NECESSARY TO ESTABLISH A PROJECT CALIBRATION COMPATIBLE FOR ALL USERS. f TO I-5 Fwy x Im NGS BENCHMARK -M364 ABBREVIATIONS•✓ 2 o4 CANT— CALIFORNIA DEPARTMENT TRANSPORTATION OE4rsTEOEB pVIL Ex4GEEO DAM pµaaaa ATe e� CNH - CALIFORNIA DIVISION OF HIGHWHWAYS HIGHWAYS AT PID - NATIONAL GEODETIC SURVEY PERMANENT IDENTIFIER X. ANNIE WI q 1sro9nfi " ■Mfi " p �• a LEGEND PLANS A" At. WTE 96nOn6 � IVI ®y 1ST ORDER STATION IN ESN ES OT 6 &R:RYIEUI f SIAD'f 1600 91MAM 11411E t PASM GFAI, GLOGMM Mtf4 0MO%SO19, GLOW 019]101 AS BUILT CONTRACT No. 17-156 DATE 04/19/18 c f R.E. NAME ROBERT VOYLES ,evAWffo aw AR%Tcr 6*VM o1FMWrMV MY RELATIVE BORDER SCALE O 1 S 3 IS IN INCHES GILMORE AW m 16.1 5. 2� m � 1m F o AW •1 Aw PROJECT CONTROL NO SCAL92.5-177 UNIT I PROJECT NUMBER ® PHASE PC -1 x x x NOTES: 1. FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY MAPS AT Cl 2. FOR R le 4k� 5 1 48 12/09/16 Eaaa µ REGISTERED CIVIL ENGINEER DATE o Pel 12/09/18 nPs Y. MWIE YU 4"q PLANS APPRCN DATE M515 L am �yZvi 9IVI PARSONS OT DP 9MERWIEGI 100 907 W10Mf SIRET Iwa iRNRW AWME P.VSIBFIWa GL6pWM Wi24 pND1WIELD, MIRING, 9].101 AS BUILT CONTRACT No. 17-156 DATE 04/19/16 R.E. NAME ROBERT VGYLES ARBREV C C/F No.(*)! R 1 a T L CHDPPE 2700.00 32-04-25 776.09 1511.44 F IC MVP I Flim W O RX le 4k� 5 1 48 12/09/16 Eaaa µ REGISTERED CIVIL ENGINEER DATE o Pel 12/09/18 nPs Y. MWIE YU 4"q PLANS APPRCN DATE M515 L am �yZvi 9IVI PARSONS OT DP 9MERWIEGI 100 907 W10Mf SIRET Iwa iRNRW AWME P.VSIBFIWa GL6pWM Wi24 pND1WIELD, MIRING, 9].101 AS BUILT CONTRACT No. 17-156 DATE 04/19/16 R.E. NAME ROBERT VGYLES IfF]iWE.'WIIR BORDER LAST REVISED ]/2/2010 ONPITA y AREOIIEST IS IN INCHES RELATIVE BORDER SCALE UNIT PROJECT NUMBER ® PHASE LAYOUT SCALE: 1" = 50' L-1 CURVE DATA No.(*)! R 1 a T L 7 1 2700.00 32-04-25 776.09 1511.44 IfF]iWE.'WIIR BORDER LAST REVISED ]/2/2010 ONPITA y AREOIIEST IS IN INCHES RELATIVE BORDER SCALE UNIT PROJECT NUMBER ® PHASE LAYOUT SCALE: 1" = 50' L-1 x NOTE: FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY MAPS AT CITY OF BAKERSFIELD. CURVE DATA No. i R 1 A T 1 L 5 1 625.00' 1 25°36'36" 1 142.06' 1 279.37' 7 I 2700.00' 1 32°04'26" 1 T76.09' 1 1511.44' PEOISTEPEO CIVIL EINIHEEP EI low PW:MEA1. ,� I W9WM imal RELATIVE SOROER SCALE IS IN INCHES UNIT PROJECT NOMBER ® PHASE LAYOUT SCALE: 1" = 50' L-2 12.5-177 x 0 W FOUR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY MAPS AT THE CITY OF BAKERSFIELD. ® REMOVE HOT MIX ASPHALT (HMA) PAVEMENT REMOVE Cone SIDEWALK REMOVE HMA Gtr II I BORDER LAST REVISED L2/2010 C REMOVE 6 SOYD Cono "CAL" +01 REMOVE 346'Conc CURB AND Gtr REMOVE 1,165 SOFT HMA PO4Wd // /� �- � od "rBy \ / w / /'! 12/09/16 REGISTERED CIVIL EINIHEEP DATE oea�°aaaa p1( X. MIE PLANS APPRWAL DATE BURSAsa �yZvi 9IVI � / RAMOS aw OF WERWIEIW / 100 w W 1600 TWWRW AWNE PASWEAM, MingSOEEI M flm 9MWR m'LAL6O9BA 9]101 AS BUILT CONTRACT No. 1T-156 DATE 0en9ne i Y ' / / R.E. NATE ROBERT VOYLE6 IMA PAVEMENT :onc CURB AND Gtr :onc SIDEWALK IIDEWALK SIDEWALK / p 1 : ww y 7L CONSTRUCTION DETAILS (REMOVAL PLAN) SCALE: 1 "-50' C _ 1 0 RELATrvE BORDER EOALE u E a UNIT PROJECT NUMBER AM PHASE 12.5-1 77 IS IN INCHES NOTE: FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY MAPS AT THE CITY OF BAKERSFIELD. 9 4i 12/09/ifi p�aaaa 9EDISTE9E0 pVIL EINIHEE9 DATE o Pel 12/09/18 FPe K. MWIE W 4" PLANS APPAL TE Wp Ib. M515 R a �yIvil 9IVI PARSONS OTT DP WO E9WIEI9 100 EST INM SIAFEf 1600 TWJSTW AWWE PASMEWIv DM6OWM fI1N 9AO m, mmRImIA mmI RELATIVE SORDER SCALE IS IN INCHES UNIT CONSTRUCTION DETAILS (REMOVAL PLAN) SCALE: 1"-50' C-2 NOTE: FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY MAPS AT CITY OF BAKERSFIELD. RELATIVE MR "ER SCALE UNIT IS IN INCHES PEOISTEPEO CIVIL EINIHEEP EI I low PASa% I WW 94 imal AS BUILT CONTRACT No. 1T-:88 DATE 04/19/18 R.E. NAME RaWE9T VOYLES CONSTRUCTION DETAILS ("CAV LINE RAMP DETAIL) SCALE: 1"-20' C-3 plo� x NOTES: 1. FOR ACCURATE RIGHT OF WAY DATI AT CITY OF BAKERSFIELD. CURVE DA1 No. @1 R � 1 1 45.0090-00,00" BORDER LAST REVISED ]/2/2010 II6Hi1NE �>wsER RELATIVE BORDER SCALE OOX FRE -) VIE'LEST IS IN INCHES OITy\ Rip CONSTRUCTION DETAILS ("CAV LINE RAMP DETAIL) SCALE: 1"-20' C-4 UNIT PROJECT NUMBER ® PHASE 12.5-177 x 0 N! NOTES: 1. FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY MAPS AT Y CITY OF BAKERSFIELD. 2. LOCATION SHOWN ON PLANS FOR TEMPORARY CONSTRUCTION ENTRANCES AND TEMPORARY CONCRETE WASHOUTS ARE APPROXIMATE. EXACT LOCATIONS TO BE DETERMINED BY THE RESIDENT ENGINEER. ' C 3. AREAS THAT ARE DRUWILL REQUIRE TEMPORARY FIBER ROLLS AND TEMPORARY HYDRAULICMULCH (BFM) AFTER GRADING IS COMPLETE. 4. TEMPORARY WATER POLLUTION CONTROL PLANS ARE INTENDED TO BE USED AS A GUIDELINE ONLY AND THE CONTRACTOR NEEDS TO PREPARE A SWPPP DEVELOPED BY A OSD TO COMPLY WITH THE WATER POLLUTION CONTROL REQUIREMENTS. : crcune TEMPORARY HYDRAULIC MULCH (BONDED FIBER MATRIX) yr l / SA SAMPLING AND ANALYSIS LOCATIONS / TEMPORARY CONSTRUCTION ENTRANCE ® TEMPORARY DRAINAGE INLET PROTECTION ITFRiii TEMPORARY FIBER ROLL (TYPE 1) / —TSF— TEMPORARY SILT FENCE ® TEMPORARY CONCRETE WASHOUT "CAL" 36+20.03 END Temp SILT FENCE / Temp SILT FENC (347 LF / "CAL" 34+10.37 Beg Temp SILT FENCE '^0 09 SQYD) Temp DI PROTECCTEON 11 0 _ 3) D S II I BORDER LAST REVISED L2/2010 13 1 48 R 12/09/ifi REDIeTEREO CIVIL EINIHEER DATE pNpaaaaap1e A>PY / tY/09n8 nP�oX. MNIE YU 4"q I PLANS APPRWAL DATE p Ib. M515 am gZvi •] IDI �4 IN CRY DP WiQKILIN A EIe / 100 XIK WL SIA 21 1600 Fm, AWNE PASWFKI, GL6WMM fI1N 9MWXSWI➢, UdDM9BA 9].101 As BUILT CONTRACT No. 1T -m DATE 04/19/18 R.E. NATE ROBERT VDYLES APPROVED FOR TEARY MATER POLLUTION CONTROL WRK ME Y RELATIVE BORDER SCALE D 1 3 UNIT IS IN INCHES TEMPORARY WATER POLLUTION CONTROL PLAN SCALE: 1"-50' W P C_ 1 PROJECT NUMBER ® PHASE 12.5-177 NOTE: to at FOR ACCURATE RIGHT OF WAY DATA, SEE OF WAY CITY OF BAKERSFIELD. I2AM 6 RIGHT MAPS AT Pel PEDISTEPED CIVIL EINIHEEP DATE o pNoaaaa 4" tY/09/18 X. MWIE W Ib. M515 a PLANS APPROVAL "mp "As �y IVI PAIWWW IN EST IMUV PTPEEI PASA% QUMIA I'llm OTT W PAgRW1EU1 IAP) TWMRW AWWE m;ERFm' GLDYPDA PAIPI RELATIVE SORDER SCALE IS IN INCHES UNIT TEMPORARY WATER POLLUTION CONTROL PLAN SCALE: 1"-50' WPC -2 x WITO a 440_ BORDER LAST REVISED L2/2010 THIS PLAN ACCURATE FOR CONTOUR GRADING #VRK ONLY ..LAI IVE SON DER SCALE 0 1 ¢ 3 IS IN INCHES 16 1 48 12/09/ifi pµaaaa REGISTERED CIVIL ENGINEER DATE o Pel 12/09/16 FPe Y. MMIE W 4"q PLANS APPROVAL DATE p Ib. M515 am �yZvi 9IVI PAOO6 OW OF fiWRM1El9 1W EST MWAR 51AFEf I= TROIIIM Al PASAOFAI� CAL6OMB Oi24 BNO M, MIRImBA imacm As BUILT CONTRACT No. 1T-186 DATE 04/19/18 R.E. NAME ROBERT VOYLES CONTOUR GRADING SCALE: 1" = 50' G-1 UNIT PROJECT NUMBER Al PHASE 12.5-177 x NOTE: FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY MAPS AT CITY OF BAKERSFIELD. PEOISTEPEO pVIL EINIHEEP EI low PASa% I WUMM imal THIS PLAN ACCURATE FOR CONTOUR GRADING MRK ONLY ..LAI 'VE -.DER SCALE 0 1 ¢ 3 IS IN INCHES UNIT CONTOUR GRADING SCALE: 1" = 50' G-2 x x x NOTES: 1. FOR ACCURA MAPS AT Cl 2. ALL EXISTII SPECIFIED. le 0.1 THIS PLAN ACCIPATE FOR DRAINAGE MRK OAILY. RELATIVE BORDER SCALE IS IN INCHES 181 48 12/m/ifi REGISTERED CIVIL EINIHEEP DATE o Pel 1Y/09/18 FPe X. MNIE W 4"q PLANS A"P Al. MTE p Ib. M515 am �yZvi 9IVI .SA PMM=i OTT W fiMYRM1E1➢ iW EST SIIMR SBEET I= iR9GIN M1 PASWIM, M%ru NIm BMY mm, MIRImDA Yfi]N As BUILT CONTRACT No. 1T-188 DATE 04/19/18 R.E. NAIE RDRERT EE:::J:: DRAINAGE PLAN SCALE: 1" = 50' UNIT I PROJECT NUMBER ® PHASE 12.5-177 D-1 LEGEND DRAINAGE m DRAINAGE 0 DRAINAGE DRAINAGE =1 DRAINAGE o DRAINAGE W n DRAINAGE • DRAINAGE - a MANHOLE le 0.1 THIS PLAN ACCIPATE FOR DRAINAGE MRK OAILY. RELATIVE BORDER SCALE IS IN INCHES 181 48 12/m/ifi REGISTERED CIVIL EINIHEEP DATE o Pel 1Y/09/18 FPe X. MNIE W 4"q PLANS A"P Al. MTE p Ib. M515 am �yZvi 9IVI .SA PMM=i OTT W fiMYRM1E1➢ iW EST SIIMR SBEET I= iR9GIN M1 PASWIM, M%ru NIm BMY mm, MIRImDA Yfi]N As BUILT CONTRACT No. 1T-188 DATE 04/19/18 R.E. NAIE RDRERT EE:::J:: DRAINAGE PLAN SCALE: 1" = 50' UNIT I PROJECT NUMBER ® PHASE 12.5-177 D-1 NOTES: 1. FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY MAPS AT CITY OF BAKERSFIELD. x 2. ALL EXISTING PIPES ARE 24" RCP UNLESS OTHERWISE SPECIFIED. x 19 4i 12A pµaaaa REGISTERS D pVIL ENGINEER DAM o Pel 12/09/18 FPe X. ANNIE W 4" PLANS APPRWAL "'REp Ib. M515 a �yIvil 9IVI PMWWW O9 DP BVERWIEDI EST f MW11f SR9T Iwo iMWRN 1191E PAMWEKI, GLL9WNM VIER BMERffEl9, UdWW1D1 mmI Sl TN/S PLAN ACCLWA 1E FOR DRAINAGE MORK LY✓LY RELATIVE BORDER SCALE O 1 ¢ 3 IS IN INCHES UNIT DRAINAGE PLAN SCALE: 1" - 50' 1 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 (POW FIBER OPTICS -AMERICAN TELEPHONE & TELEGRAPH (AT&T) -BRIGHT HOUSE NETWORK (BHN) -TIME WARNER TELECOM INC (TWC) -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 JOAOUIN FACILITIES MANAGEMENT INC. (SJFM) SEWER -CITY OF BAKERSFIELD (CITY) TELEPHONE -AT&T -OWEST COMMUNICATIONS (OWEST) 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. BORDER LAST REVISED L2/2010 23 1 48 �N/`' ,' // 12/09/16 �// a /$/{ REGISTERED CIVIL ENGINEER DATE oea�°aaaarp�( / tY/09/18 MIE PLANS APPRONAL DATE n6 4 G• \� \ q6/w e Zvi 1 iM�cST WMNR S1AFEf E00CoY ,WIX .,FOF I E PAiWE1M� GL6pNB 911f1 B666SM➢a GLWMA M]01 AS BUILT CONTRACT No. n-1BB DATE 04/19/18 CITY 2" WATERARRIGATION R.E. NATE ROBERT VOYLES 7 b/ UTILITY PLAN SCALE: 1" = 50' U-1 PROJECT NUMBER & PHASE 12.5-177 21KV ELECTRICAL - CITY IS" WATER LINE SOCAL 3" HP GAS LINE AT&T TELECOMMUNICATIONS AND BHN FIBER OPTIC JOINT TRENCH TRAFFIC INTERCONNECT CITY B" SEWER LINE 1 4 TNTS PLAN ACCYMATE FOR UTILITY AFOASM TPoN ONLY RELATIVE BORDER SCALE D 1 3 UNIT IS IN INCHES LEGEND - SYMBOL UTILITY --W---W— Exlet WATER --g--g- EXlet NATURAL GAS x �+ ---e------e Exlet SEWER s --e-e- EXlet ELECTRICAL w a ----Jt------Jt EXlet JOINT TRENCH PI ma BORDER LAST REVISED L2/2010 23 1 48 �N/`' ,' // 12/09/16 �// a /$/{ REGISTERED CIVIL ENGINEER DATE oea�°aaaarp�( / tY/09/18 MIE PLANS APPRONAL DATE n6 4 G• \� \ q6/w e Zvi 1 iM�cST WMNR S1AFEf E00CoY ,WIX .,FOF I E PAiWE1M� GL6pNB 911f1 B666SM➢a GLWMA M]01 AS BUILT CONTRACT No. n-1BB DATE 04/19/18 CITY 2" WATERARRIGATION R.E. NATE ROBERT VOYLES 7 b/ UTILITY PLAN SCALE: 1" = 50' U-1 PROJECT NUMBER & PHASE 12.5-177 21KV ELECTRICAL - CITY IS" WATER LINE SOCAL 3" HP GAS LINE AT&T TELECOMMUNICATIONS AND BHN FIBER OPTIC JOINT TRENCH TRAFFIC INTERCONNECT CITY B" SEWER LINE 1 4 TNTS PLAN ACCYMATE FOR UTILITY AFOASM TPoN ONLY RELATIVE BORDER SCALE D 1 3 UNIT IS IN INCHES NOTES 1. LOCATION 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/CITY OF BAKERSFIELD PROPERTY MANAGEMENT. x I I SOCAL 3" HP GAS LINE ss IL ----------------------- REGISTERED CIVIL ENGINEER PN6WW OT OF 6WEPWIEDI 100 EST w SIRET I= 1RMIIN AWI E PAEWFAS� GLm.. 9AWP4E1&� GLWWWA 9]101 Al euaT CONTRACT No. 1T-1ss DATE oen Bne R.E. NAME ROBERT V.0Vl ES \ ` PG&E 21 KV ELECTRICAL CITY 16" WATER LINE � SOCAL 3" HP GAS LINE —AT&T TELECOMMUNICATIONS AND BNN FIBER OPTIC JOINT TRENCH PY TRAFFIC INTERCONNECT UTILITY PLAN V.! SCALE: 1" = 50'N N TN/S PLAN ACCIRATE F09 NrAM /AFARMA TION ONLY U-2 m 0 IIEFAINE, WSER RELATIVE BORDER SCALE " R 3 12.5-177 BORDER LAST REVISED ]/2/2010 DPI FILE y ARE..ST IB IN INCHES UNIT PROJECT NUMBER & PHASE x I I GENERAL NOTE (INDEX SHEETW �II TRAFFIC HANDLING I O. SHEET SHOWS OVERALL CONSTRUCTION. FOR DETAILED TRAFFIC HANDLING, SEE TRAFFIC HANDLING PLANS. ©F� I le ,'CA3" 11 1 BORDER LAST REVISED L2/2010 CONSTRUCTION NOTES THIS SHEET: Fl] CONSTRUCT "CA3" LINE WIDENING. ❑2 CONSTRUCT SB "CAL" LINE WIDENING. F3 CONSTRUCT MVP "CAS" LINE a _ - "CAL" LINE c 2 _ B 3 LEGEND (INDEX SHEET) 2 09/10 REGISTERED CIVIL EINIHEEP DATE oeppaaaaap� _ CONSTRUCTION AREA eW < NUMBER OF LANES IN DIRECTION OF TRAFFIC 12 As ± X. MNIE WI q PLANS APPRWAL DATE p Ib. M515 am 96 lOA6 �y TRAFFIC HANDLING NOTES THIS SHEET:�"'�� OCLOSE RIGHT SHOULDER ON EB "CA3" LINE. MAINTAIN 2 LANES. RANSOM IN EST WMMR SIAFET a ) TTRMnOF UM AWAWnE O OVERNIGHT NDARD PASWOMv MMIA 91121 9AWRSWIAa:IdWW9BA awn R CLOSURE PER REVISED STAPLAN RSP T10. MAINTAIN TRAFFIC. O C REDUCE SB "CAL" LINE TO 2 LANES. AS BUILT CONTRACT No. 1T-1SB DATE 0E/19ne R.E. NAIE ROBERT VOYLES as LINE THIS PLAN ACC(MATE FGR mAFFIC HAAam KvK ox r RELATIVE "ORDER SCALE D 1 3 UNIT IS IN INCHES e TRAFFIC HANDLING PLAN (INDEX SHEET) SCALE 1"-200' T H - 1 PROJECT NUMBER ® PHASE 12.5-177 x x x 8. SEE WPC SHEETS FOR TEMPORARY WATER POLLUTION CONTROL ELEMENTS TO BE INSTALLED DURING STAGE CONSTRUCTION. 9. PLACE ARROWS 8' BEFORE LIMIT LINE OR CROSSWALK. 10. ALL CROSSWALKS SHALL HAVE A 10' INSIDE 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 DETAILS NOT SHOWN IN STANDARD PLANS, SEE SCD SHEETS. 13. WORK OUTSIDE WORK AREAS PERMITTED. MINIMUM LANE $ REQUIREMENTS SHALL NOT BE REDUCED. z 14. FOR EXISTING AND PERMANENT SIGNS NOT SHOWN SEE SIGN PLANS. le W LEGEND FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING PLANS (ALL STAGES)e CONSTRUCTION WORK AREA y TEMPORARY CRASH CUSHION MODULES, ARRAY PER PLAN TYPE 11 BARRICADE (WITH CONSTRUCTION AREA SIGN AS NOTED ON PLANS) DIRECTION OF TRAFFIC (X%') EXISTING LANE DIMENSION GENERAL NOTES: 1. ALL CONFLICTING PAVEMENT DELINEATION TEMPORARY RAILING (TYPE K), CONSTRUCTION NOTE ® PAVEMENT DELINEATION DETAIL NUMBER AND TEMPORARY TRAFFIC CONTROL DEVICFS SHALL BE REMOVED PRIOR CONSTRUCTION AREA SIGN (TWO POST) TO STARTING WORK ON EACH STAGE. ALL CONFLICTING SIGNS SHALL BE EXISTING ROADSIDE SIGN (ONE POST) -- COVERED OR REMOVED. 2. FINAL STRIPING IDENTIFIED ON STAGE CONSTRUCTION PLANS SHALL BE PERMANENT TEMPORARY RAILING (TYPE K) • CHANNELRER (SURFACE MOUNTED) STRIPING AS SHOWN ON THE PAVEMENT DELINEATION PLANS AND BE IN PLACE CONSTRUCTION AREA SIGN No. ® PRIOR TO START OF WORK ON NOTED STAGE. EXACT LOCATION OF PAVEMENT MARKING 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 CCA). OTHERWISE, FEDERAL (MUTCD) OWES ARE SHOWN. UNLESS OTHERWISE NOTED CONSTRUCTION AREA SIGNS SHALL HAVE BLACK LEGEND — AND BORDER ON A{J ORANGE BACKGROUND. IS 4. ALL APPROACH TAPERS FOR TEMPORARY 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 11'MINIMUM UNLESS OTHERWISE NOTED. INSIDE/OUTSIDE SHOULDER DIMENSIONS ARE MEASURED FROM THE BOTTOM EDGE OF BARRIER OR FLOW LINE OF CURB. OFFSETS AND DIMENSIONS TO TEMPORARY RAILING (TYPE K) ARE MEASURED TO THE BOTTOM EDGE OF BARRIER ADJACENT TO THE TRAVELED WAY. — 6. EXISTING DRAINAGE SYSTEM SHALL REMAIN IN PLACE UNTIL TEMPORARY OR FINAL DRAINAGE SYSTEM IS IN PLACE AND OPERATIONAL. T. PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY ALL EXISTING JOIN ELEVATIONS AND PAVEMEW/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 8' BEFORE LIMIT LINE OR CROSSWALK. 10. ALL CROSSWALKS SHALL HAVE A 10' INSIDE 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 DETAILS NOT SHOWN IN STANDARD PLANS, SEE SCD SHEETS. 13. WORK OUTSIDE WORK AREAS PERMITTED. MINIMUM LANE $ REQUIREMENTS SHALL NOT BE REDUCED. z 14. FOR EXISTING AND PERMANENT SIGNS NOT SHOWN SEE SIGN PLANS. le W LEGEND FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING PLANS (ALL STAGES)e CONSTRUCTION WORK AREA y TEMPORARY CRASH CUSHION MODULES, ARRAY PER PLAN TYPE 11 BARRICADE (WITH CONSTRUCTION AREA SIGN AS NOTED ON PLANS) DIRECTION OF TRAFFIC (X%') EXISTING LANE DIMENSION ® CONSTRUCTION NOTE ® PAVEMENT DELINEATION DETAIL NUMBER CONSTRUCTION AREA SIGN (ONE POST) CONSTRUCTION AREA SIGN (TWO POST) EXISTING ROADSIDE SIGN (ONE POST) -- EXISTING ROADSIDE SIGN (TWO POST) TEMPORARY RAILING (TYPE K) • CHANNELRER (SURFACE MOUNTED) %-% CONSTRUCTION AREA SIGN No. ® FLASHING ARROW SIGN (FAS) THIS PLAN ACCURATE FQ4 TRAFFIC f/N AA0 WRK MLT RELATIVE BORDER SCALE O 1 ¢ 3 IS IN INCHES PEOISTEPEO CIVIL EINIHEEP PM6OW OT OF WORWIEUI PASWFAM, CMLWp91Y tf4 I=RUSI Rd0W98M 91101 AS BUILT CONTRACT No. 1T -16B DATE 04/19/1 R.E. NAME RQBERT VOYLES TRAFFIC HANDLING PLAN (NOTES AND LEGEND) NO SCALE T H - 2 PROJECT NUMBER A PHASE 12.5-177 NOTE: CONSTRUCTION NOTE• FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY ❑1 CONSTRUCT "CA3" LINE WIDENING. MAPS AT CITY OF BAKERSFIELD. i I REGISTERED CIVIL ENGINEER 3-1 W21-5 i a X 2 '750' 1A CHANNELIZER (SURF SPACING NTED)(9 EA) `) Temp CRASH CUSHIOR / MODULE (ARRAY'TS14') "CAS" 93+02 / Beg De+ 27B X ��.S4Nhr d "CAN' LINE � E EXIet iEXist EXlet ES ETW ETW o I I WB OFF -RAMP X I I EXlat Det )VE EXIst Z MERO (TYPE KLING �A ) EOG NBC L , eB�p R (LING TYPE K SECTION A -A NO SCALE 11 1 BORDER LAST REVISED L2/2010 PWWWW MTT GR WGRWIEIW 100 EST WIIAID SIAFEf 1W X TWWRW AWME PASWFA1, cuvaau fI1N BAMII m'LALBWBA WOOD AS BUILT CONTRACT No. 17-1ss DATE oen9ne R.E. NAME RD9ERT VOYLES END Det 27B "ECA3" 99+g7 I I (TYPE KIPRAILING I II I (SURFACE / II II r / REMOVE BIKE LANE SYMBOL r 1 EACH eeI O RENOVE BIKE LANE ARROW! <I 1 EACH o j II II I I II II IF I I I II I t I I I I I II U 1 I� II I I / THIS PLAN ACCMATE FW TRAFFIC !/AWLINC M TK aM T RELATIVE MRGER SCALE G 1 3 PWWWW MTT GR WGRWIEIW 100 EST WIIAID SIAFEf 1W X TWWRW AWME PASWFA1, cuvaau fI1N BAMII m'LALBWBA WOOD AS BUILT CONTRACT No. 17-1ss DATE oen9ne R.E. NAME RD9ERT VOYLES END Det 27B "ECA3" 99+g7 I I (TYPE KIPRAILING I II I I I II (SURFACE II MOUNTED SPACING )(1.75 EA) PI REMOVE BIKE LANE SYMBOL r 1 EACH eeI O RENOVE BIKE LANE ARROW! <I 1 EACH o j II II I I II II IF I I I II I t I I I I I II U 1 I� II I I 1 THIS PLAN ACCMATE FW TRAFFIC !/AWLINC M TK aM T RELATIVE MRGER SCALE G 1 3 UNIT IS IN INCHES TRAFFIC HANDLING PLAN SCALE V=50' T H - S PROJECT NUMBER ® PHASE 12.5-177 F1 CONSTRUCT SB "CAL" LINE WIDENING OFF-PEAK TIME. x 4i �2 W4-2(Rt) CONSTRUCT MVP. \ OVERNIGHT SHOULDER CLOSURE PER REVISED STANDARD PLAN RSP T10. MAINTAIN TRAFFIC. TYPE II BARRICADE (1 EA)Bi \ ® R9 -11A 4-1 / (MOUNT ON BARRICADE) try \ FAS (1 ECHAA) \\ NNELRER (SURFACE MOUNTED) 0 25' SPACING (17 EA) IS TYPE VI ARROW 0 125' SPACING x (2 EA) "CAL" 37+10 31' Lt ANGLE POINT 27B x "CAL" 34+79 31'Lt Beg Det 27B ♦' / / // ppOL k' CAL" 34+50 Beg REMOVE Det 9 u • / / nCHA NEL NOW NTED) E 16SURFA SPACING (29 EA) 11 1 BORDER LAST REVISED L2/2010 DAM DATE oeNoaaaaTP,� 4-4 W20-5(Rt) WT` •< isro9n8 a K. MNIE WI PLANS APPROVAL DATE p Ib. EE515 + 9fi/40n6 y IVI (27B TRAFFIC HANDLING PLAN MIS PLAN ACClMATE FOR 7mmc HAA4 my mwx OAK Y SCALE 7 "=50' T H - 4 RELATIVE BORDER SCALE O S UNIT PROJECT NUMBER ® PHASE 12.5-177 IS IN INCHES eED15TEPE0 CIVIL EINIHEEP PMAWW OT DP WWRRIEIe 100 96f WMTMIf SIAFEf 1600 TRMRW AWNS PASWFKI, GLBWWM fI1N 9AWRSWl9a GLWWBA 9]101 As suaT CONTRACT No. 17-158 DATE oen9ne R.E. NATE ROBERT VOYLES NOTE: 1. FOR ACCUF RIGHT OF x x le x THIS PLAN ACCUtATE FOR PAVEAENT D£LIAEATIOV NOOK ONLY RELATIVE MR "ER SCALE UNIT IS IN INCHES 31 1 48 12/09/ifi pNoaaaa PEDISTEPED pVIL EINIHEEP DATE o Pel 12/09/18 FPe X. ANNIE W 4"q PLANS APPRONAL Wp Ib. M515"m am �yZvi 9IVI PARS96 OT DP fiA9RR1EUI IN ESTS SIREN IN)iRNRN AME PASASEAI, DLLEGNM NtEe 9ME m, M IRIRaS mmR As BUILT CONTRACT No. 1T -1s8 DATE 04/19/18 R.E. NAME ROBERT VOYLES PAVEMENT DELINEATION PLAN SCALE: 1" = 50' PD -1 PROJECT NUMBER ® PHASE 12.5-177 LEGEND GIN .�F. CHANGE 1 TYPE F EXISTII ® PAVEME RS x x le x THIS PLAN ACCUtATE FOR PAVEAENT D£LIAEATIOV NOOK ONLY RELATIVE MR "ER SCALE UNIT IS IN INCHES 31 1 48 12/09/ifi pNoaaaa PEDISTEPED pVIL EINIHEEP DATE o Pel 12/09/18 FPe X. ANNIE W 4"q PLANS APPRONAL Wp Ib. M515"m am �yZvi 9IVI PARS96 OT DP fiA9RR1EUI IN ESTS SIREN IN)iRNRN AME PASASEAI, DLLEGNM NtEe 9ME m, M IRIRaS mmR As BUILT CONTRACT No. 1T -1s8 DATE 04/19/18 R.E. NAME ROBERT VOYLES PAVEMENT DELINEATION PLAN SCALE: 1" = 50' PD -1 PROJECT NUMBER ® PHASE 12.5-177 x NOTE: 1. FOR ACCURATE RIGHT OF WAY DATA SEE RIGHT OF WAY MAPS AT CITY OF BAKERSFIELD. PEOISTEPEO CIVIL EINIHEEP P ,� I WUIBi 4x]01 TNIS PLAN ACaWATE FOR PAMENT D£LlAEATION NOOK ONLY RELATIVE SOROER SCALE IS IN INCHES PAVEMENT DELINEATION PLAN SCALE: 1" = 50' PD -2 UNIT I PROJECT NUMBER ® PHASE NOTES: 1. FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY MAPS AT CITY OF BAKERSFIELD. N 2. EXACT LOCATIONS AND POSITIONS OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER. LEGEN AADDSIDE SIGN OE EXISTING SIGN ABBREVIATIONS: A �y MA MAST -ARM HANGER METHOD RL RELOCATE ROADSIDE SIGN RI SSBM STRAP AND SADDLE BRACKET METHOD O� E Ri RM REMOVE ROADSIDE SIGN N RL/RM S ` col G920 E y' M5_1 s ,1y R M6 N.. 9 EE b 4�yp, 34 48 NEDISTENED pVIL EINIHEEN DATE oea�°aaaatol, �SY / tY/09/18 X. 8fi51fi / PLANS APPRWM1L DAM p �• a • 9fi/40A6 OR26A(CA)\ \ Z�i R81 (CA) PM6WW OT DP 6NE6N1EDI 100 EST WIMIR SRKET 1600 iWN6W ANNE PASNFAI, GL9WWM fI1N wmsF )$ MIRIm A 9]101 AS BUILT CONTRACT No. n-166 DATE 04/19/16 R.E. NAME ROBERT VOYLE6 OR26A(CA) O020-1(CA) RL 0107 / �R26A(CA) LINE (SEE LEFT) M4 TC/I N3-3 )108 1-7R / / / / E W7-( (R \ rr I l I l (TYP) „ s \ ra 11 11 / n 1 I' 1 I 0111 W13-2 R61-19 (CA) - (20 MPH) , ' / O (MOD) �R5-10a 0105 ,, q.6. �1/� R61-19(CA)(Motl) (MDtl)MATCH LINE (SEE RIGHT)/CNR *"Jl-�190A) SIGN PLAN collo G/Ir/ SCALE: 1" = 50' O R61-19(CA) THIS PLAN ACC/MATE FQR aw wRK QAKT $-il 0 BORDER LAST REVISED ]/2/2010 IIEFAINE �) WSER DPx PILE y AgEDIIEET RELATIVE 90g0Eq SCALE 1 R 3 IS IN INCHES UNIT PROJECT NUMBER ®PHASE 12.5-177 x fl 1�S ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY YAPS AT CITY OF BAKERSFIELD. 2. EXACT LOCATIONS AND POSITIONS OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER. x 35 4i 12A paoaaaa REGISTERED pVIL EINIHEEP DAM o Pel 12/09/18 FPe %• YNIE PLNIS APPRW WTE p Ib. M515 a yfiADAs �y IVI PNEWW OT' DP INERWIEDI 101 ESf WILIR SIAFET Iwo iWWRW 1191E PASWEKIv GLLEWWM fI1N BNER8Tm' muY1D19S111 77115 PLAN ACCWA7F FAR $10V 11gRK ME UNIT SIGN PLAN SCALE: 1" = 50' S-2 12.5-177 x C B2 6 z � Z 0 x 35 4i 12A paoaaaa REGISTERED pVIL EINIHEEP DAM o Pel 12/09/18 FPe %• YNIE PLNIS APPRW WTE p Ib. M515 a yfiADAs �y IVI PNEWW OT' DP INERWIEDI 101 ESf WILIR SIAFET Iwo iWWRW 1191E PASWEKIv GLLEWWM fI1N BNER8Tm' muY1D19S111 77115 PLAN ACCWA7F FAR $10V 11gRK ME UNIT SIGN PLAN SCALE: 1" = 50' S-2 12.5-177 x NOTE: I FGFNO 440_ 40 1 48 12/09/ifi pµEaaa PEDISTEPED pVIL EINIHEEP DATE o Pel 12/09/18 FPe Y. NNIE W 4"q PLANS APPROVAL DATE p Ib. M515 am �yZvi 9IVI PAOO6 OW OF fiAgRYlEI9 1N 9csr ENNR SIRFEf I= TROIR9 Al PASOFAI� GLL6OBB 0124 9DO m, OdRU1DA BEIOI AS BUILT CONTRACT No. 1T-188 DATE 04/19/18 R.E. NAME ROBERT VOYLES EROSION CONTROL PLAN SCALE: 1" = 50' EC -1 C_1 IfF]iWE.>W5EP RELATIVE MRDER SCALE 12.5-177 BORDER LAST REVISED ]/2/2010 OW PITA y AREOMST Is IN INCH UNIT PROJECT NUABER ® PHASE NOTE: FOR ACCURATE RIGHT OF WAY DATA, SEE RIGHT OF WAY MAPS AT CITY OF BAKERSFIELD. PEOISTEPEO CIVIL EINIHEEP I low PASa% I MmmIi aml x I EROSION CONTROL PLAN SCALE: 1" = 50' E`-2 RELATIVE SORDER SCALE IS IN INCHES UNIT x NOTES: 1. FOR ACCURATE RIGHT OF WAY DATA SEE RIGHT OF WAY MAPS AT THE CITY bF BANERSFIELD. 2. ALL PULL BOXES SHALL BE No. BMW WITH TAMPER RESISTANT COVER UNLESS OTHERWISE NOTED. x x CONDUIT NOTES (THI AS"C. 2126 (L+g) QExIat 2"C, 2x6 (L+g .A F APPROVED FOR ELECTRICAL NIDRK OALY BORDER LAST REVISED L2/2010 �ERNNME �, • 5EP RELATIVE WOOER SCALE COx FRE �) •REOMST IS IN INCHES onx ". T6M a LOCAL CAL N/A PMWWW 0'Y &MRWIEGI IWIBF. FWWM�W2 WWIW 9x101 AS BUILT CONTRACT No. 1T -16B DATE 04/19ne R.E. NAME RDBERT VOYLES NG (CITY STREET) DIFYING EXISTING ELECTRICAL SYSTEM SCALE. 1" = SO 2.5-177 E -1 UNIT 0000 PROJECT NUMBER ® PHASE .I EA 06-48460 x CONDUIT NOTES (THI AS"C. 2126 (L+g) QExIat 2"C, 2x6 (L+g .A F APPROVED FOR ELECTRICAL NIDRK OALY BORDER LAST REVISED L2/2010 �ERNNME �, • 5EP RELATIVE WOOER SCALE COx FRE �) •REOMST IS IN INCHES onx ". T6M a LOCAL CAL N/A PMWWW 0'Y &MRWIEGI IWIBF. FWWM�W2 WWIW 9x101 AS BUILT CONTRACT No. 1T -16B DATE 04/19ne R.E. NAME RDBERT VOYLES NG (CITY STREET) DIFYING EXISTING ELECTRICAL SYSTEM SCALE. 1" = SO 2.5-177 E -1 UNIT 0000 PROJECT NUMBER ® PHASE .I EA 06-48460 IAF "iIi x PROJECT NOTES: SEE SHEET E-3 CONDUCTOR. CONDUIT. POLE AND EQUIPMENT SCHEDULES: SEE SHEET E-3 NOTE: 1 WAY MAPSRATET EG CITY OFT OF AY DATA BAKERSEIELD SEE RIGHT OF 2. ALL PULL BOXES SHALL BE No. S(T)(E) WITH TAMPER RESISTANT COVER UNLESS OTHERWISE NOTED. 06 OLA�OS 06 ,— rB 02 ► 02 04 02P 02P TRAFFIC PHASE DIAGRAM STEADY DEMAND SEQUENCE BORDER LAST REVISED L2/2010 li tm A� A Go Exist 2"C,1 -DLC ® 1 -DLC, ADD 1 -DLC B I 1 �1 (PAI 19S I & — IL {E — LgEVC 6 CALLOWAY DRIVE 3 2 _ 214U \ 214L �S ��04+OLA Exist 2"C, 1 -DLC 213L ----a OG(E)(T — 4 / EXiet 3"C, 1 -SIC e —Exist 2"C, 1 OLC E-3) Di.e mrx Re ITE TorAl r"m AS BUILT O6 Ker LOCAL N/A CONTRACT No. IT -166 DATE 04/19/18 DIP.,, 12/091 R.E. NNE 606E6T VOVLES pED15TE6E0 CIVIL EINIHEE6 DATE A IR'I9F. MUFOMM'm2 I w616MGLBe1BA 9E1D1 1 -DLC tom. �Exi6t 2"C, 1 SIC 2"C, 286 (Sig), 1ee(G) �NE1-10"Ay-5RIvE JL = SIGNAL AND LIGHTING SYSTEM let 2"C, 1 DLC (LOCATION 1) WESTSIDE Pkwy WB RAMPS GALLOWAY NZ B J MODIFYING EXISTING ELECTRICAL SYSTEM APPROVED FDR ELEMICAL M?K DAEY SCALE: 1" m 20' 12.5-177 E-2 RELATE EOR DER SCALE " + : UNIT 0000 PROJECT NUMBER ® PHASE EA 06-48460 IS IN INCHES �!I BORDER LAST REVISED L2/2010 li tm A� A Go Exist 2"C,1 -DLC ® 1 -DLC, ADD 1 -DLC B I 1 �1 (PAI 19S I & — IL {E — LgEVC 6 CALLOWAY DRIVE 3 2 _ 214U \ 214L �S ��04+OLA Exist 2"C, 1 -DLC 213L ----a OG(E)(T — 4 / EXiet 3"C, 1 -SIC e —Exist 2"C, 1 OLC E-3) Di.e mrx Re ITE TorAl r"m AS BUILT O6 Ker LOCAL N/A CONTRACT No. IT -166 DATE 04/19/18 DIP.,, 12/091 R.E. NNE 606E6T VOVLES pED15TE6E0 CIVIL EINIHEE6 DATE A IR'I9F. MUFOMM'm2 I w616MGLBe1BA 9E1D1 1 -DLC tom. �Exi6t 2"C, 1 SIC 2"C, 286 (Sig), 1ee(G) �NE1-10"Ay-5RIvE JL = SIGNAL AND LIGHTING SYSTEM let 2"C, 1 DLC (LOCATION 1) WESTSIDE Pkwy WB RAMPS GALLOWAY NZ B J MODIFYING EXISTING ELECTRICAL SYSTEM APPROVED FDR ELEMICAL M?K DAEY SCALE: 1" m 20' 12.5-177 E-2 RELATE EOR DER SCALE " + : UNIT 0000 PROJECT NUMBER ® PHASE EA 06-48460 IS IN INCHES x CONDUCTOR AND CONDUIT SCHEDULE CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE CABLE S T D PHASE AAAAAAAA (E) (N) (N) (N) (E) (E) (N) (E) VEH-PED 12CSC O 6,8 1 1 Weetelae Pkwy WB 1 Exist [5 B 1 - O 4,0,OLA 1 - - 1 EXlet EXIet 1 26-4-100 © 6 165W(N)-T - 1 Calloway Drive 22.4' 5.3' 1 0 O 5,6 - - 1 1 - - - 17.1' 1 F929-5-100 O 2,2P,4,5 50' 15' 165W(N)-TD SP -1-T - - 2 2 Exlet1A (D B 2 (10') z - - 1 1 1 1 Exlet © 2,4,OLA,2P 2 24-4-100 35' 15' 2 1 2 1 2 1 PPB 3CSc Exist TOTAL 1 2 1 4 2 11 15 29 2 AWG CIRCUIT 5 CSC APS 1 e6 SIGNAL *8 LIGHTING 2 2 2 2 2 DETECTORS -DLC 62 3 3 3 02 ADV 1 1 1 64 2 2 2 TYPE B 04M ADV 1 1 1 DLC 65 1 1 1 B6 6 6 6 B6 ADV 2 2 2 98 2 2 2 68M ADV 1 1 1 SIC 2 EVUC 1 1 2 1 2 4 TOTAL CABLES 4 8 9 19 11 6 19 36 CONDUIT SIZE 2" 3" 3" 4" 3" 2" 4" 2-4" FILL % 17% 16% 14% 19% 19% 26% 22% 21X 21% (E)=EXISTING CONDUIT (N)=NEW CONDUIT ® Exist CONDUCTORS, ADD CONDUCTORS AS SHOWN. BORDER LAST REVISED L2/2010 PROJECT NOTES (FOR E-2 AND FOR THIS SHEET ONLY 11 EXIet MODEL 2070 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. F2 Exist TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: ADDRESS: 427 CALLOWAY Or CTIO No. 0650058047.05TWM rr_� AMPEREVOLTS POLES NAME PLATE METER LS -2 50 120 1 SIGNAL OONTROLLEq I YES OL TYPE CTIO No. 0650058047.057YM MASTARMS SMA LMA LS -2 AMPERE VOLTS POLES NAME PLATE YETEq CONT OL TYPE 30 120 1 INTERSECTION LIGHTING YES V 15 120 1 1 1 1 YES I V *ADD PHENOLIC NAME PLATE TO CABINET O ® EXlet PBA. INSTALL APS ASSEMBLY. ❑4 SEE RSP ES -4B DETAIL B. �5 ® HPS LUMINAIRE, INSTALL ROADWAY 1 LUMINAIRE. © ® Exist PSF. INSTALL COUNTDOWN PSF ASSEMBLY. O ® PULL BOX. INSTALL 6(E)(T) WITH TAMPER RESISTANT COVER. �6 �r Exlet PULL BOX COVER ER ON Exist PULL BOX.ANO INSTALL TAMPER RESISTANT �9 © POLE EQUIPMENT COMPLETE POLE AND EQUIPMENT SCHEDULE T6M Ker LOCAL N/A R,M OT OR W9RWIE1e IRYBF, YUFawM'BY412 WWMBA Wa l AS BUILT CONTRACT No. 1T-166 DATE 04/19/18 R.E. NAME ROBERT VDYLES 12' A tir YA I2. w ONLY ONLY R61-19fC241Ia0) DETAIL "A" DETAIL "B" NO SCALE NO SCALE No STANDARD Type MASTARMS SMA LMA LUMINAIRE RW1 LED SIGNAL MAST ARMI MOUNTING POLE © PED APS PPB 9 ARROW RSNS MESSAGE PLACEMENT A I B SPECIAL REQUIREMENTS A 24-5-100 35' 15' 165W(N)4-TV-2-T 2-TA - - - Weetelae Pkwy WB Exlet Exist [5 B 1A (10') - - - 2-T - - - - EXlet EXIet C 26-4-100 40' 15' 165W(N)-T - - - Calloway Drive 22.4' 5.3' o0 0 1A (10') - - - - - - - 17.1' 4.0' F929-5-100 50' 15' 165W(N)-TD SP -1-T - - Weetelae Pkwy WB Exist Exlet1A (10') - - - 1-T - 2 � - Exlet ExletG 24-4-100 35' 15' 165W(N)2-TA SP -1-T 2 � Calloway Drive Exist Exist 0©0 RSNS=REFLECTIVE STREET NAME SIGN EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE. (N)= NEW EQUIPMENT SIGNAL AND LIGHTING (LOCATION 1) WESTSIDE Pkwy WB RAMPS AT CALLOWAY APPROVED FOR ELECTRICAL KVK ONLY SYSTEM MODIFYING EXISTING ELECTRICAL SYSTEM NO SCALE 12.5-177 E-8 PROJECT NOTES: SEE SHEET E-5 CONDUCTOR. CONDUIT. POLE AND EQUIPMENT SCHEDULES: SEE SHEET E-5 06 I I —►02 �l y 04 04 TRAFFIC PHASE DIAGRAM STEADY DEAD SEQUENCE IAF "iIi BORDER LAST REVISED L2/2010 r� 2"C, 1 -DL 6' 2' ' S' ' 6'' 10' 6'' I�❑TI �I❑I TI®I LEFT TURN LOOP DETECTORS DETAIL AEw mzz BOX 2I4U 2"C,1-alc_ _ 214L 2"C,1 -Glc 2111 Exlet 2"C,1 EVC m fot a (C! )r EXlet 2"C, 1-GIe Exlat 2"C, 1 lat 2"C, 1 -Glc �� 6J3L L� 6J41- CALLOWAY DRIVE GJ4U — — — — — — — E❑5 —Exlat 2"C,2-alc _ — — — — — 5 _ Exist 2"C,1-elc BRIDGE I Exlat 2"C, 2a6 (SIG), 1116 (G) _ EVA D --I EXlet 2"C 1-810 L -7S W1et- 2 fr—M iG 7AN E# lc APMOVED FQ4 ELECTRICAL NWK Mr 5 ..LAT LVE EDN DENSCALE 0 1 ¢ 3 IS IN INCHES 6J2U DIFYING EXISTING ELECTRICAL SYSTEM SCALE: 1G=20' 12.5-177 E-4 UNIT 0000 PROJECT NUMBER Al PHASE EA 06-48460 DI�f COtNx aWTE � gpA-I Ne. "'IS NOTE: 06 Ker LOCAL N/A 46 46 (( O'^' 1. FOR ACCURATE RIGHT OF WAY DATA SEE RIGHT OF WAY I� 'P,(4, 12/09A6 MAPS AT THE CITY OF BAKERSFIELIS REGISTERED CIVIL ENGINEER DATE o,,Feea,p�L 2. ALL PULL BOXES MUST BE No. 51T)(E) WITH TAMPER „^`�� nLl¢E RESISTANT COVER UNLESS OTHERWISE NOTED. 1Y/O8/18 1STrAG m PLANS A"P AL DATE p G• y6A0AT a W STALE LY ok6 IA W IN P lllAS +a Le ALLY? SMLL Mr 'A FU1 p AK ALGNALY OY LLYI'E)fK55 Less v rHrs xAv.PaEr. 12" R PARWW 01Y OF &9RYlEU1 2M lUP(WT AWNE �mimmREu,,ala IDE,, WMIAIA 2 MIRIRBA 9]101 Y 12" Y G 12" G AS BUILT SIMULTANEOUS CONTRACT No. 17-156 12" GA DATE 04/19/18 R.E. NAME R.E. ROBERT VOYLES DETAIL "A" NO SCALE MODIFY SIGNAL AND LIGHTING (LOCATION s) WESTIDE PkWy EB RAMPS AT \ GALLOWAY EXlet 2"C, 1-GIe Exlat 2"C, 1 lat 2"C, 1 -Glc �� 6J3L L� 6J41- CALLOWAY DRIVE GJ4U — — — — — — — E❑5 —Exlat 2"C,2-alc _ — — — — — 5 _ Exist 2"C,1-elc BRIDGE I Exlat 2"C, 2a6 (SIG), 1116 (G) _ EVA D --I EXlet 2"C 1-810 L -7S W1et- 2 fr—M iG 7AN E# lc APMOVED FQ4 ELECTRICAL NWK Mr 5 ..LAT LVE EDN DENSCALE 0 1 ¢ 3 IS IN INCHES 6J2U DIFYING EXISTING ELECTRICAL SYSTEM SCALE: 1G=20' 12.5-177 E-4 UNIT 0000 PROJECT NUMBER Al PHASE EA 06-48460 CONDUCTOR AND CONDUIT SCHEDULE CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE CABLE TYPE S T D PHASE QQQ3 I YES V QA �!I A6 Q7 (N) (N) (E) (E) (E) (E) (E) VEH-PED 12CSC OA 1 1 1 1 O1 B to (10') 1 1 - - 1 1 ©1 POLE AND APPURTENANCES C 1575 - 12' 165W(N) - SV -1-T - - - - RTOTAL D 19-4-100 30' 12' 165W(N) 1 SV -1-T - (D WExTst E 1T-3-100 15' 12' 1 NAS -4B O - - Calloway Or 4 F to (10') - 1 3csc - TV -2-T - - - - 19-4-100 30' AWG CIRCUIT 200WCpa P -MAS SV -1-T - - - -MOVE ANDSALVAGE COMPLETE •8 LIGHTING 2 2 2 2 DETECTORS -DLC PHASE 02 3 3 3 TYPE 02M ADV 1 1 B 84 4 4 4 4 4 OLD 04 ADV 1 1 1 1 1 06 3 3 3 06 ADV 1 1 1 INTERCONNECT EVUC 1 1 1 1 3 TOTAL CABLES 6 10 15 4 9 16 22 CONDUIT SIZE 3" 3" 3" 2" 2" 3" 2-3" FILL X 11X 18X 26% 19X 35% 31X 21X 23% (E)=EXISTING CONDUIT (N)=NEW CONDUIT ® EXlat CONDUCTORS, ADD CONDUCTORS AS SHOWN. BORDER LAST REVISED L2/2010 awr PEA F)w PROJECT NOTES (FOR E-4 AND FOR THIS SHEET ONLY 1� EXlat MODEL 2070E CONTROLLER ASSEMBLY IN TYPE 332 CABINET WITH BATTERY BACKUP SYSTEM. ADD MODEL 222 SENSOR/UNIT. �2 EXlat TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: ADDRESS: XXX GALLOWAY or CTID No. 0650058047.036M TC -1 AMPERE VOLTS PoLES NAMEPLATE NETER PHOTOELECT I 50 1 120 1 1 1 SIGNAL CONTROLLER I YES V 5 120 �!I YES 30 1 240 1 2 1 SPARE YES BORDER LAST REVISED L2/2010 awr PEA F)w PROJECT NOTES (FOR E-4 AND FOR THIS SHEET ONLY 1� EXlat MODEL 2070E CONTROLLER ASSEMBLY IN TYPE 332 CABINET WITH BATTERY BACKUP SYSTEM. ADD MODEL 222 SENSOR/UNIT. �2 EXlat TYPE III -CF SERVICE 120/240 V SERVICE EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: ADDRESS: XXX GALLOWAY or CTID No. 0650058047.036M TC -1 AMPERE VOLTS PoLES NAMEPLATE NETER PHOTOELECT I 50 1 120 1 1 1 SIGNAL CONTROLLER I YES V nnn u.. nexnnxaneT naau i e_o AMPERE VOLTS POLES NAMEPLATE METER PHOTOELECT I 30 120 1 INTERSECTION LIGHTING YES V 5 120 YES 30 1 240 1 2 1 SPARE YES F3 ME HOS LUMINAIRE, INSTALL ROADWAY 1 LED LUMINAIRE. �9 ® EXlet MAST ARM MOUNTED SIGN. INSTALL NEW SIGN AS SHOWN. O ® EXlet PULL BOX COVER AND INSTALL TAMPER ISTANT COVER ON Ezlat PULL BOX. POI F AND F0117PMFNT SCHF0111 F oxlx amore T6M aKer LOCAL N/A PMReW3 OT OF IWORRIEM IMOF. MUGUFOtlIWY'Y �THAVIN Wla fuW]UEM 9A101 AS BUILT CONTRACT No. 1T-156 DATE 04/19/18 R.E. NATE RDBERT VDYLE6 .. E __-:: ] NO STANDARD Type MASTARMS SMA LMA LUMINAIRE RW1 LED SIGNAL MAST ARM MOUNTING POLE PED APS PPB RSNS 0 ARROW MESSAGE PLACEMENT A I B SPECIAL REQUIREMENTS B to (10') - - - - TV -2-T - - - - POLE AND APPURTENANCES C 1575 - 12' 165W(N) - SV -1-T - - - - D 19-4-100 30' 12' 165W(N) MAS SV -1-T - - - - WExTst E 1T-3-100 15' 12' 165W(N) NAS -4B SV -1-T - - - Calloway Or 4 F to (10') - - - - TV -2-T - - - - 19-4-100 30' 12' 200WCpa P -MAS SV -1-T - - - -MOVE ANDSALVAGE COMPLETE RSNS = REFLECTIVE STREET NAME SIGN EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE. (N) = NEW EQUIPMENT MODIFY SIGNAL AND LIGHTING (LOCATION 2) WESTSIDE Pkwy EB RAMPS CALLA? MODIFYING EXISTING ELECTRICAL SYSTEM NO SCALE AAJW o jcW ECEcnv"L Saar !AK r 12.5-177 E-5 RELATIVE BORDER SCALE + S UNIT 0000 PROJECT NUMBER & PHASE EA 06-48460 IS IN INCHES