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Home My WebLink About12.5-185To Delano End Work Sta 484+00 END CONSTRUCTION Sta 457+21 PM 19.2 Sta 45+00 Sta 16+00 BEGIN CONSTRUCTION Sta 401+84 PM 18.0 Begin Work Sta 372+00 BRIDGE No. 50-0246 HOSKING AVENUE OC ROUTE 99 ROUTE 99 410 420 430 440 450 400 BAKERSFIELD 106Ker9918.0/19.2 460 390ROUTE 119380 470 480 STATE HIGHWAY INDEX OF PLANS SOUTH H STREET SOUTH H STREET PANAMA ROADCURNOW ROADMCKEE ROADBERKSHIRE ROADWIBLE ROAD PANAMA LANETAFT HIGHWAYUNION AVENUE 490 ROUTE 204 HUGHES LANE LIMIT OF WORK (HOSKING AVENUE) LIMIT OF WORK (HOSKING AVENUE)HOSKING AVENUEPANAMA LANE OC RidgeTo Wheeler TO 0.4 MILES SOUTH OF PANAMA LANE OVERCROSSING FROM 0.6 MILES NORTH OF ROUTE 119/99 SEPARATION IN BAKERSFIELD IN KERN COUNTY SEPARATION ROUTE 119/99 KERN COUNTY LIMITSCITY LIMITSBAKERSFIELDNO SCALE PASADENA, CALIFORNIA 91124 100 WEST WALNUT STREET PARSONSANTON KISMETIANC64466206-238 STRUCTURAL PLANS 183-205 SIGNAL, LIGHTING & ELECTRICAL PLANS 152-182 LANDSCAPE & IRRIGATION PLANS 149-151 RETAINING WALL SHEETS 147-148 SUMMARY OF QUANTITIES 123-146 SIGN PLANS, DETAILS & QUANTITIES 109-122 PAVEMENT DELINEATION PLANS, DETAILS & QUANTITIES 87-108 TRAFFIC HANDLING PLANS & QUANTITIES 86 STAGE CONSTRUCTION PLAN 85 CONSTRUCTION AREA SIGN PLAN 83-84 UTILITY PLANS 80-82 SANITARY SEWER PLAN AND PROFILE & QUANTITIES 51-79 DRAINAGE PLANS, PROFILES & QUANTITIES 44-50 CONTOUR GRADING SHEETS 43 TEMPORARY WATER POLLUTION CONTROL QUANTITIES 30-42 CONSTRUCTION DETAILS 14-29 PROFILE SHEETS 6-13 LAYOUT SHEETS 5 KEY MAP AND LINE INDEX 2-4 TYPICAL CROSS SECTIONS 1 TITLE SHEET No. DESCRIPTION SHEET 6/18/14 7/18/14 SCOTT NEFF 52992 12/31/14 SCOTT NEFF07/18/1406/30/2015238 06-0C9304 SEE INDEX OF PLANS FOR ADDED/REVISED SHEET NUMBERS NEW NUMBER OF TOTAL SHEETS-260 71a 137a, 137b, 137c, 146a 164r 30a, 42a, 42b, 42c, 42d, 42e 218r, 234a COOPERATIVE AGREEMENT No.: 06-1580 ENCROACHMENT PERMIT No.: 0614-NOP-0692 194r, 195r, 196r 90a 13a, 13b, 13c, 13d JAMES N. SIMON 8-12-2016 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE of As-built information R.E. Signature for final approval PLANS APPROVAL DATE REGISTEREDPROFESSIONAL E N GI NEERST AT EOF CALIFORNIA No. Exp. CIVIL x x x x x LAST REVISIONSTATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION ON STATE HIGHWAY PROJECT ENGINEER REGISTERED CIVIL ENGINEER DATE SHEET DEL NORTE SISKIYOU MODOC HUMBOLDT TRINITY SHASTA LASSEN TEHAMA MENDOCINO GLENN BUTTE PLUMAS SIERRA NEVADA PLACERYUBACOLUSA LAKE YOLO NAPASONOMA EL DORADO MARIN AMADOR ALPINECALAVERASCONTRACOSTA TUOLUMNE MONO SANTACLARA SANTACRUZ STANISLAUS MARIPOSA MERCED MADERA FRESNO MONTEREY INYO TULARE KINGS OBISPO KERN SANTA BARBARA VENTURA LOSANGELES SAN BERNARDINO RIVERSIDE IMPERIALSAN DIEGO ORANGE SOLANO ALAMEDA MENTOSACRA-JOAQUINSAN SAN BENITO SAN LUISSUTT E RSAN FRANCISCO SAN MATEO Dist COUNTY ROUTE TOTAL SHEETSTOTAL PROJECT LOCATION MAP POST MILES No. TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2010 REGISTRATION No.LICENSE Exp DATEDATE SIGNEDOF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS." INDEX OF PLANS STATE STANDARDS AND PRACTICES AND THAT TECHNICAL OVERSIGHT WAS PERFORMED.APPROVED AS TO IMPACT ON STATE FACILITIES AND CONFORMANCE WITH APPLICABLE DATE PLOTTED =>4:08:55 PM1/15/2018TIME PLOTTED =>CONSULTANT DESIGN ENGINEERCALTRANS DESIGN OVERSIGHT APPROVALR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. RESPONSIBLE FOR THE ACCURACY OR OFFICERS OR AGENTS SHALL NOT BE THE STATE OF CALIFORNIA OR ITS 05-01-12R THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) CONTRACT No. PROJECT ID PROJECT NUMBER & PHASE 0600000040 06-0C9304 UNIT060C930ab001.dgn p0094194USERNAME => DGN FILE => RELATIVE BORDER SCALE IS IN INCHES 0 2 31CALTRANS WEB SITE IS: HTTP//WWW.DOT.CA.GOV/1443 00000000001BORDER LAST REVISED 7/2/2010 12.5-185 X-1 STRUCTURAL SECTION NOTES 1 2 4 3 NO SCALE TYPICAL CROSS SECTIONS L 1.5%2%2% ETWETW 11' ESHP ROUTE 99 C ETW 11' ETW ESHP 2%2%1.5% 4 1 (RAMP GORE AREA) ROUTE 99 20'-26.9' L 1.5%2%2% ETW 11' ROUTE 99 C ETW ES 11' 2%1.5% 4 10' OG 0-12' ES OG ROUTE 99 1.5:1 PG 1 ETWES 8' ES 4' 3' HPHP L 1 Min 15' NORTHBOUND ON-RAMP ETW R/W R/W Var 93.4' - 151.6' Var 122.5' - 153.2' ETW 5 0.33' AB 0.33' RMCTB 0.85' PCC 45 5 4 5 HP OG OG Var Var R/W FLATTER4:1 OR R/W Var 94.8' - 98.4'R/W Var 94.3' - 151.6'S "H1" LINE Var NOTES: "H1" LINE 1 .5:12% & Var 5% FLATTER4:1 OR OG 4:1 OR FLATTER 4:1 OR FLATTER 4:1 OR FLATTER 3'3' 3' STA 118+78 TO 135+96 0.10' AB 0.65' AC PG & Var (SEE STRUCTURAL PLANS) SLOPE PAVING 5%5% 5% S RAMP L S RAMP L ETW (AUXILIARY LANE) 6 . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . .... . . .. . . .. . . . . . . . .. . . . 2 STA 440+12 TO 457+21 LEGEND SAWCUT SAWCUT SAWCUT 7 0.50' SHOULDER BACKING 77 7 7 0-32'8'-10' STA 437+40 TO 441+52 STA 402+27 TO 423+92 8'-10' Var Var 8'-10' Var STA 404+39 TO 408+56 STA 423+33 TO 435+00 STA 435+96 TO 447+82 Var 0-23' 44'-50' 48'48' 48'48' DESIGN DESIGNATION (ROUTE 99) EMBANKMENT TO 36' 17.7' Var 3' 2011 ADT = 68,400 2035 ADT = 77,000 DHV = 12,300 V = 70 MPH T = 16% D = 53% 0'-23' Var Var 0', (SEE STRUCTURAL PLANS) SLOPE PAVING EXISTING PAVEMENT EXISTING WALL 1.45' CLASS 2 AB 0.65' HMA (TYPE A) 1.10' CLASS 2 AB 0.55' HMA (TYPE A) OR 1 2 OR 2 (SEE DRAINAGE PLANS) CONCRETE BROW DITCH Var 11'-36' Var 95.0' - 121.6' SUMMARY OF QUANTITIES SHEETS.ARE SHOWN ON THE LAYOUTS AND CONCRETE BARRIER, METAL BEAM GUARD RAILING AND RETAINING WALL EXACT LOCATIONS AND TYPES OF HMA DIKE, CONCRETE CURB, DITCH, SWALE,3. SUPERELEVATIONS ARE SHOWN ON THE SUPERELEVATION DIAGRAMS.2. SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL SECTIONS) ARE 1. 2' (TYPE E) HMA DIKE (TYPE E) HMA DIKE (TYPE E) HMA DIKE (TYPE E) HMA DIKE 8 0.25' HMA 1.05' CRCP 88 88 9 0.75' HMA (TYPE A) 0.35' CLASS 2 AB 99 9 0.70' CLASS 2 AS 0.50' LCB 1.00' JPCP (RAMP TERMINI) 10 8 0.35' CLASS 2 AB 0.35' MINOR CONCRETE (Misc CONSTRUCTION) 0.25' HMA (TYPE A) 1.05' CRCP CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:58:50 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ca001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 8-12-2016 JAMES N. SIMON X-2 TYPICAL CROSS SECTIONS NO SCALE ETWES 8' ES 4' 12'TO 36' Var 3' HPHP LS "H2" LINE 2 Min 15' Var 2% & 5% "H2" LINE NORTHBOUND OFF-RAMP FLATTER4:1 OR R/W STA 208+57 TO 220+05 FLATTER 4 :1 OR DITCH SWALE OR PG ETWES 8' ES 4' 3' HPHP LS "H2" LINE 3 Min 15'36' Var 2% & 5% "H2" LINE NORTHBOUND OFF-RAMP R/W STA 220+05 TO 222+28 F LA TT ER4:1 O R FLATTER4:1 OR DITCH SWALE OR PG ETWES 8' ES 3' HPHP 4' 3' 4:1 OR FLATTER LS 2 "H3" LINE 12' TO 28' Var 2% & 5% NORTHBOUND LOOP ON-RAMP "H3" LINE 4 :1 OR FLATTER PG STA 309+57 TO 323+32 S "H4" LINE Min 15' ETW ESES 4' 12' - 24' Var L 3' HP PG Var 2 (TYPE E) HMA DIKE 4:1 OR FLATTER "H4" LINE SOUTHBOUND ON-RAMP STA 414+13 TO 420+00 4:1 OR FLATTER FLATTER4:1 OR 5%Var 2% & R/W ETW ESES 4' 24'TO 16' Var LS "H4" LINE OG 15' (TYPE 1) RETAINING WALL 3' HP 2 PG(TYPE 736A) Conc BARRIER VarR/W 4:1 OR FLATTER 4:1 OR FLATTER "H4" LINE SOUTHBOUND ON-RAMP 4:1 OR FLATTER 5%Var 2% & STA 420+00 TO 424+78 9' 15'TO STA 424+78 TO 426+10 ETW ESES 4' LS "H4" LINE OG 15' (TYPE 1) RETAINING WALL 3' HP 2 PG(TYPE 736A) Conc BARRIER R/W 4:1 OR FLATTER 4:1 OR FLATTER "H4" LINE SOUTHBOUND ON-RAMP 4:1 OR FLATTER 5%Var 2% & 2% FL 16' T0 12' Var TO 6' Var 0' TO 14' 9' Var TO 8' Var 9' ETW ES 8' ES 4' 3' HP LS "H2" LINE HP 3 Min 15' SWALE 36' R/W FLATTER4:1 OR "H5" LINE SOUTHBOUND OFF-RAMP 5%Var 2% & FLATTER 4:1 OR STA 523+59 TO 525+80 PG ETW ES 8' ES 4' 12'TO 36' Var3' HP LS "H2" LINE HP 1 Min 15' SWALE R/W FLATTER4:1 OR "H5" LINE SOUTHBOUND OFF-RAMP 5%Var 2% & FLATTER 4 :1 OR STA 525+80 TO 537+39 PG ETW ES 8' ES 3' HP HP LS "H6" LINE 4' 3' 2 4:1 OR FLATTER 12' TO 28' FLATTER4:1 OR SOUTHBOUND LOOP ON-RAMP "H6" LINE Var 2% & 5% PG STA 623+92 TO 636+43 3 7 7 7 7 7 7 7 HP 15' 8' TO 3' 3' 3' 3' 3' 32.9' TO 79.8' VAR 15'-30.4' Var 19.6'-33.4' Var 9.5'-19.6' Var 19.5' - 68.2' Var 67.4' - 81.6' Var 82.1'-85.8' Var (TYPE E) HMA DIKE (TYPE E) HMA DIKE (TYPE E) HMA DIKE (TYPE E) HMA DIKE (TYPE E) HMA DIKE (TYPE E) HMA DIKE CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:00:01 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ca002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 8-12-2016 JAMES N. SIMON L 2%2% 36' ETW TYPE B1-4 CURB 2' 2' ETW ES ES ETW SIDEWALK TYPE B2-6 CURB HP 1 1 SIDEWALK TYPE B2-6 CURB R/W 36' ETW 2%2% ETW ES ETW ETW ETW 61' SIDEWALK 30' SIDEWALK TYPE B2-6 CURB 30' 11 12' 73' 5' (TYPE 736A) CONCRETE BARRIER (TYPE 1) RETAINING WALL OG L NO SCALE TYPICAL CROSS SECTIONS TYPE B1-4 CURB TYPE B1-4 CURB TYPE B1-4 CURB ETWES ESETW L 2%2% ETW ES ETW ES TYPE B1-4 CURB TYPE B1-4 CURB 2' 2' ETW ES ES ETW5' SIDEWALK TYPE B2-6 CURB SIDEWALK TYPE B2-6 CURB HP HP 11 R/W R/W Var 0' TO 23' GORE AREA Var 0' TO 23' GORE AREA 0'-12' Var Var 83.8' TO 121.2'Var 92.2' TO 160.6' 5'-8' Var R/W 0'-12' Var 5'-8' Var 2' 4:1 OR FLATTER "H" LINE HOSKING AVENUE "H" LINE HOSKING AVENUE 4:1 OR FLATTER 4:1 OR FLATTER HOSKING AVENUE OG OG 4:1 OR FLATTER 4:1 OR FLATTER 4 :1 OR FLATTER OG OGOG PG PG PG Var 43' TO 72' Var 36' TO 65' 6 S RAMP LS RAMP L 6 6 STA 42+72 TO 44+00 6 6 4 X-3 0'-5' 0'-10' TO 18' Var 0' 0'-8' 5% 5%5% 5% 5% STA 19+21 TO 27+13 STA 33+07 TO 42+72 STA 41+19 TO 42+72 STA 19+60 TO 23+97 STA 37+61 TO 41+19 BETWEEN 28+60 (BB) TO 31+56 (EB) SEE STRUCTURAL PLANS FOR BRIDGE SECTION NOTE: HP 6 (RAMP GORE AREA) TEXTURED PAVING RAISED MEDIAN TEXTURED PAVING RAISED MEDIAN TEXTURED PAVING RAISED MEDIAN HOSKING AVENUE C HOSKING AVENUE C HOSKING AVENUE C 0-5' Var Var 97.0' TO 132.7'Var 102.7' TO 160.3' STA 27+13 TO 28+60 STA 31+56 TO 33+07 STA 31+56 TO 37+61 STA 23+97 TO 28+60 57'66' EASEMENT CITY OF BAKERSFIELD R/W CITY OF BAKERSFIELD R/W CITY OF BAKERSFIELD PG L HOSKING AVENUE C NO SCALE PROPOSED PAVEMENT EASEMENT BAKERSFIELD CITY OF ETW ES ETW ES TYPE B1-4 CURB TYPE B1-4 CURB ETW ETW 5'5' 52' 30' SIDEWALK TYPE B2-6 CURB 11 R/W 2' 50' 4:1 OR FLATTER OG "H" LINE HOSKING AVENUE PG 66 HP TEXTURED PAVING RAISED MEDIAN 5% EASEMENT CITY OF BAKERSFIELD Var 78.6' TO 85.0'30'R/W CITY OF BAKERSFIELD L HOSKING AVENUE C OG 4:1 OR FLATTER 5% SIDEWALK TYPE B2-6 CURB VarVar PG UNDER MEDIAN ISLAND 6.5'6.5' 6.5'6.5' 6.5'6.5' 6.5'6.5' 52' 35'3' 2.5' 1.5%1.5% 2.5' 1.5% 2.5' 1.5% 0.5'-2.5' Var 2.5' 1.5% 2.5' 1.5%1.5% 2.5' 1.5% Var 60' TO 43' Var 53' TO 36' STA 16+65 TO 19+60STA 17+00 TO 19+21 CURB TYPE B2-6 "H" LINE CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:01:20 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ca003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 8-12-2016 JAMES N. SIMON 2 2 KEY MAP AND LINE INDEX NO SCALE K-1 L-1 L-2 L-3 L-4L-6L-5SOUTHBOUND OFF-RAMP "H5" LINE NORTHBOUND ON-RAMP "H1" LINE NORTHBOUND OFF-RAMP "H2" LINE SOUTHBOUND ON-RAMP "H4" LINE ON-RAMP SOUTHBOUND LOOP "H6" LINE ON-RAMP NORTHBOUND LOOP "H3" LINE L-7 ROUTE 99HOSKING AVENUE5 3105 30 540 140 130 12040220 320 410 210 420 620 410 420 430 440 450 ROUTE 99 "A" LINE HOSKIN AVENUE "H" LINE CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 DIKEDIKEASPHASPHASPHASPHASPH AS PHASPHCONCCONCASP HU/C U/CPOOLCO NCCONC CONC CONCCONC CONC ASPH CONCCONCPOOLCON CCONC CONCCONCCONC CONC CONCCONCCONC CONC CONCCO NC CONC CONC CON CASPH ASPHASPHCONCCONCCONC CONCAS PHASPH CONCCONC ASPH DIRTDIRTASPHCONCASPH CONC ASPHASPH ASPHCONCCONCCONCCONCCONCCONCCONCAS PHCONCCONCCONCCONCASPHCONCCONCCONCCONCASPHCONCCONC CONCCONCCONCCONCCONCCONC CONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCASPH DI RTASPHCONCCONCCONCCONCASPHPOOLASPH ASPH CONCCONCCONCASPH ASPHU/CU/CU/CU/CASP HASPHASPHU/CCONCPOOLCONC CONCCONCCONCCONCCONCCONCASPHASPHASPH ASPHCONCCONCCONCCONCCONCCO NCU/CDIR TDIRTASPHU/CAS PHU/CU/CU/CU/C U/C U/C U/C U/C U/CDIR TASPH ASPH ASP HDIKE ASPH ASPHASPH ASPHASPHASPH DIRTDIRTDIRTDIRTCO NCDIRTDIRTCONCCONCASPHASPH DIKECONCDIR TCONC DI RT DI KEDIK EASPH ASPH AS PHDIR TDIRT CONCHOSK ING RD SR-99SR-99 SR-99SR-99 SR-99SR-99 HOS KI NG RDSOUTH H STFP FP FP FPFP FP FPFPFPFP FPFP FP FP FP FP FP FP FP FPFPFPFPFPFPFP FP FPFP FPFP FPFP FPFP FP FP 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:06:26 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930da001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 1 2'12'12'14 '12'12 '12'STOP8-12-2016 JAMES N. SIMON "H 2" L IN E 50:1 TAPER "A" LINE 300.06'N12°39'37"W 422.51' N 06°38'44"W N11°30'52"W 5411.72'3 82' Rt "A" 408+56.00"H2" 208+56.98=R/W 59' Rt "A" 405+86.00"H2" 205+86.00=EC 412+95.50BC 411+27.06 R/W BC 210+08.51 LAYOUT L-1 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, (TYPE CL-6) END CHAIN LINK FENCE 109.5' Lt "A" 401+84.75 SEE SHEET L-2STA "A" 413+00.00MATCH LINESTA "H4" 413+00.00STA "H2" 213+00F SCALE: 1"=50'12'ES ANGLE POINT69' Lt "A" 403+35.46JOIN EXISTIG"A" 404+39.00BEGIN LANE TAPER12' Rt "H2" 210+08.51END LANE TAPER24' Rt "H2" 211+28.51BEGIN LANE TAPER12' Lt "H4" 411+27.0615.37' Lt "H4" 412+95.50BEGIN HMA DIKE (TYPE E)59' Lt "A" 408+27.00"H4" 408+27.00=JOIN EXISTING CHAIN LINK FENCE BEGIN REMOVE (TYPE CL-6) BEGIN CHAIN LINK FENCE 95' Rt "A" 402+44.60 JOIN EXISTIG"A" 402+26.94JOIN EXISTING CHAIN LINK FENCE BEGIN REMOVE (TYPE CL-6) BEGIN CHAIN LINK FENCE BEGIN CONSTRUCTION 95' Lt "A" 401+84.74 6 (STEEL POST) 37.5' MGS SECTION & TERMINAL REMOVE GR 11'22'"H4" LINE END Conc BARRIER (TYPE 60) END REMOVE Conc BARRIER "A" 410+11Beg Conc BARRIER (TYPE 60) Beg REMOVE Conc BARRIER "A" 408+46 TYPE SRT-31 TERMINAL SYSTEMSRT-31 TYPE SKT-MGS TERMINAL SYSTEMSKT-MGS SRT-31 BEGIN HMA DIKE (TYPE E)ES ANGLE POINT69' Rt "A" 404+65.63BEGIN MGS (TYPE 16B)"A" 403+82, 73' RtEND MGS (TYPE 16B)"A" 404+57, 69' RtTO REMAIN EXISTING SOUNDWALL LINK FENCE REMOVE CHAIN SAWCUT LINK FENCE REMOVE CHAIN (TYPE CL-6) CHAIN LINK FENCE (TEXTURED PAVING) MINOR CONCRETE SAWCUT SAWCUT JOIN EXISTING "A" 410+08.60 SAWCUT 222 F2 BASIN 1 INFILTRATION 1 2 21 10:1 TAPER 24'4'8'8 212'8'8'10'F F10'R 26°55'11" T L 1 2 CURVE DATA 850.00'203.44'399.36' 3000.00'84.24'168.44' 21 22 838.00'118.07' 2988.00'83.88'167.71' 59.13' 03°12'57" 08°04'21" 03°13'01"ABBREVIATION 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:08:52 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930e001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 1 2 3 4 405 6 7 8 9 410 1 2 1 29 410 1 2 6 7 8 9 210ASPHCONCCONCU/CPOOLCONCCONCC ONCCONCPOOLCONCC O N CCONCCONCC O N C CONCCONCCONCCONC ASPHASPHCONCCONCFPFPFPFPFPFPFPFPFPFPFPSOUNDWALL CONNECTION FENCE INSTALLATION DETAIL NO SCALE …" BOLT 2‡"3"2"2•"6"-18"CONNECTING ANGLE L 4 x 3• x ŠSTANDARD CINCH ANCHOR •" TWO-UNIT THREADED WIDTH BAND …" x 3" END EXISTING SOUNDWALL CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON H2 RAMP H4 RAMP ROUTE 99 END LANE TAPER24' Lt "H4" 417+27.06ROUTE 99 "H4" LINE "H2" LI NE"H3" LINE"A" LINE 547.27' N15°52'38"W N20° 16'27"E3 39.5 4' 421.48' N16°58'02"W N11°30'52"W 5411.72' N12°39'37"W 300.06' "H6" LINE 3 H2 RAMP H4 RAMP H3 RAMP 36'82' Lt "A" 414+11.97"H4" 414+12.59="H6" 618+27.00= 59' Lt "A" 418+27.00 R/W BC 418+42.77 R/WBC 217+47.42E C 219+68.27LAYOUT L-2 EC 319+53.2542.25'Rt "H3" 319+89.94 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA,SEE SHEET L-5STA "H3" 315+00.00STA "H2" 219+75.00MATCH LINESEE SHEET L-3STA "H6" 421+00.00STA "A" 421+00.00MATCH LINESEE SHEET L-1STA "A" 413+00.00MATCH LINESTA "H2" 213+00.00S T A " H4" 321 +00.00 STA "H3" 321+00.00FF F EC 214+07.8895' Lt "A" 415+82.37"H4" 415+83.48=SCALE: 1"=50'BEGIN SHOULDER TAPER30.82' Lt "H4" 416+67.77BEGIN 15:1 SHOULDER TAPER39.75' Rt "H3" 320+89.94END SHOULDER TAPER39' Lt "H4" 418+42.77BEGIN LANE TAPER24' Rt "H2" 217+47.42END LANE TAPER 36' Rt "H2" 218+67.42 BEGIN CHP ENFORCEMENT AREA36' Rt "H3" 319+59.94BEGIN LANE TAPER28' Rt "H3" 319+59.94END HMA DIKE (TYPE E) BEGIN CONCRETE BARRIER (TYPE 736A) BEGIN RETAINING WALL "H4-RW" (TYPE 1) 40.48' Lt "H4" 420+00.00 STA "H4" 413+00.00(TYPE E) BEGIN HMA DIKE "A" 415+82.37 END HMA DIKE (TYPE E)32' Rt, "H2" 216+50.00BEGIN HMA DIKE (TYPE E)4' Lt, "H2" 216+00.00F (TYPE D TO TYPE E)1' HMA DIKE TRANSITION"H4" 414+27.00(TYPE E TO TYPE D)1' HMA DIKE TRANSITION"H4" 414+00.00DETAIL SHEET C-13 SEE CONSTRUCTION PULLOUT MAINTENANCE VEHICLE "H3" 318+41.44 7 END Conc BARRIER (TYPE 60) END REMOVE Conc BARRIER "A" 414+2322'Beg Conc BARRIER (TYPE 60) Beg REMOVE Conc BARRIER "A" 414+03 Beg Conc BARRIER (TYPE 60)Beg REMOVE Conc BARRIER "A" 419+45 22'END Conc BARRIER (TYPE 60) END REMOVE Conc BARRIER "A" 419+65 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 RFI 55 SEE SHEET C-16SAN11/13/15RFI 5506 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:12:07 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930e002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/30/14 SCOTT NEFFANNIE YU TO REMAIN EXISTING SOUNDWALL LINK FENCE REMOVE CHAIN 50:1 TAPER CROSSOVER IRRIGATION F 1 5' 2 4' 4' 5 8'12'F SAWCUT SAWCUT8 2 (TEXTURED PAVING) MINOR CONCRETE SAWCUT SAWCUT 8 LINK FENCE REMOVE CHAIN (TYPE CL-6) CHAIN LINK FENCE 1 23 3 4 2 BASIN 2 INFILTRATION8' 28'4' TAPER 40:1 BASIN 1 INFILTRATION 4'24'8'Var4'24'R 26°55'11" T L 1 3 CURVE DATA 850.00'203.44'399.36' 650.00'220.85' 5 550.00'657.04' 19°28'02"111.50' 68°26'48"374.11' 4 175.00'745.95'244°13'33"___ 23 674.00'126.11'10°43'14"63.24' 4 415 6 7 8 9 420 1 4 8 6789 320 9 620 1 4 415 6 7 8 420 215 6 7 99 SR-99SR-99FPFPFPFPFPFPFPFPFPFPFPFPFPFPJAMES N. SIMON 8-12-2016 6/18/14 7/18/14 2 2 12'8' 1 2 2 2 1 1 1 END LANE TAPER24' Lt "H5" 528+47.22 BEGIN HMA DIKE (TYPE E)32' Lt "H5" 530+00END HMA DIKE (TYPE E)4' Rt "H5" 530+5010 4'4'"H6" LINE L-3 28'4' "H1" LINE "H5" LI NE"H4" LINE36' "A" LINE"H" LINE8'8'12'N19°33'18"W 155.30'S80°59'14"E262.66'N12°39'58"W 300.06' N16°58'02"W 421.48' N11°30'52"W 5411.72' 5404.90'N11°31'13"W N15°51'30"W 864.81'3019.73'S89°11'35"E"H3" LINE 250.16'47.04' Rt "H1" 128+80.0015'3 ROUTE 99 H4 RAMP H6 RAMP H1 RAMP H5 RAMP SAWCUT 8'4'12' 27 "H" 28+59.56 BB "H" 31+56.14 EB R/WR/W R/W59' Rt "A" 429+00.00 2 4' 4' EC "H3" 325+99.94 "H3" 329+00.00= H3 RAMP BC "H3" 323+74.73798304 3 2 1635618' (TYPE CL-6) CHAIN LINK FENCE EC "H1" 128+49.98 "H" 29+24.33 "H6" 623+09.67= "H" 30+89.95 "H3" 322+73.05= "H" 30+00.28 "A" 422+93.14=310S81°11'35"E43' Lt "H" 28+84.16 "H6" 636+43.44="H6" 633+80.78 EC 43' Lt "H" 31+30.84 "H3" 309+57.15= SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, BC 621+27.0612'8'24' Rt "H1" 132+81.94SEE SHEET L-2STA "H6" 421+00.00STA "A" 421+00.00MATCH LINESEE SHEET L -5 STA "H" 32+00.00 MATCH L INE SEE S HEET L-5 ST A " H1" 124+50.00MAT C H LI NESEE SH EET L-6STA "H" 26+00.00STA "H 4" 424+10.00MA TCH LI N ESEE SHEET L-6STA "H5" 528+00.00MATCH LINESEE SHEET L-4STA "A" 433+00.00MATCH LINEF F F FF FS T A " H4" 421 +00.00 STA "H3" 321+00.00STA "H5" 533+00.00STA "H1" 133+00.00423+91.59 82' Lt "A" "H6" 623+92.28= 8' LAYOUT SCALE: 1"=50'32.64' Rt "H1" 128+49.98END LANE TAPER 12' Rt "H3" 325+99.94 END LANE TAPER 28' Lt "H6" 626+07.06 END LANE TAPER 12' Lt "H6" 635+40.78 24'BEGI N LAN E TA PER28' Lt "H6" 633+80.78 END CHP ENFORCEMENT AREA END 15:1 SHOULDER TAPER 30.12' Rt "H3" 321+94.94 CROSSOVER IRRIGATION CROSSOVER IRRIGATION BEGI N LANE TAP ER3 6' Rt "H1 " 1 2 6+8 1. 9 4 =BEGIN CHP ENFORCEMENT AREABEGIN 15:1 SHOULDER TAPER45.04' Rt "H1" 129+80.001 5'TAPERBEGIN LANE"H4" 621+27.0612' Lt JOIN EXISTING 59' Rt "A" 421+96.49 HOSKING AVENUEBASIN 3INFILTRATIONBASIN 4 INFILTRATION 82.00' Rt "A" 423+32.71 "H3" 323+32.03= BC 626+43.37 JOIN EXISTING 59.00' Lt "A" 424+94.63 35.65' Rt "H6" 624+91.10=END HMA DIKE (TYPE E)END CHP ENFORCEMENT AREAEND 15:1 SHOULDER TAPER35.94' Rt "H1" 130+85.00END HMA DIKE (TYPE E) "H3" 324+00.00 BASIN 5 INFILTRATION (TYPE E)BEGIN HMA DIKE"H6" 625+00 END HMA DIKE (TYPE E) "H3" 323+50.00 END HMA DIKE (TYPE E)DE T AI L S HE E T C- 1 3 S E E CONS T RUCTI ONP UL L OUTMAINTENA NC E VE HI CL E "H1 " 1 2 5 + 7 4. 3 8 1 2' SHEET C-13 SEE CONSTRUCTION DETAIL MAINTENANCE VEHICLE PULLOUT "H6" 621+69.13 15'DETAIL SHEET C-13SEE CONSTRUCTIONVEHICLE PULLOUTMAINTENANCE "H6" 627+2012' 8 SECTION & TERMINAL REMOVE GR (STEEL POST) 25' MGS 6.5' SECTION & TERMINAL REMOVE GR (TYPE 12A) BEGIN MGS "H" 31+75, 55' Lt CROSSOVER IRRIGATION 22'END Conc BARRIER (TYPE 60) END REMOVE Conc BARRIER "A" 430+60 Beg Conc BARRIER (TYPE 60) Beg REMOVE Conc BARRIER "A" 430+40 CROSSOVER IRRIGATION END MGS (TYPE 12A) "H" 38+40.75, 55' Lt BEGIN MGS (TYPE 12A) "H" 37+40.75, 55' Lt SKT-MGS (STEEL POST) 25' MGS Beg REMOVE Conc BARRIER Beg Conc BARRIER (TYPE 60R) "A" 421+50 REMOVE CB 424+13 Beg "A" 426+00 "A" 422+18 REMOVE CB 422+26 END END REMOVE CB "A" 424+35 END CB (TYPE 60R) SEE BRIDGE PLANS APPROACH SLAB SEE BRIDGE PLANS APPROACH SLAB (FOR FUTURE USE) CROSSOVERIRRIGATION CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 DETAIL SHEET C-17a SEE CONSTRUCTION FOR V-DITCH R T L 6 10 CURVE DATA 650.00'219.63' 8 9 175.00'737.41' 700.00'831.37' 3000.00'225.21' 19°21'35"110.87' 241°25'56" 68°02'55"472.59' 3000.00'361.01' 850.00'397.85'26°49'05"202.64' 5 550.00'657.04'68°26'48"374.11' 180.72' 112.66'7 ___ 26 660.00'159.76' 24 25 2988.00'359.04' 2988.00'224.17' 13°52'09" 686.00'126.11'27 80.27' 179.74' 112.14' 63.23' 04°18'04" 06°53'41" 11 2 4' Lt "H4" 4 2 3 +7 9.8 1BEGIN LANE TAPERRETAINING WALL "H4-RW" (TYPE 736A) CONCRETE BARRIER 5 (TEXTURED PAVING) MINOR CONCRETE 30:1 TAPER EC 624+88.07 (TEXTURED PAVING) MINOR CONCRETE (TEXTURED PAVING) MINOR CONCRETE 50:1 TAPER 25 9 40:1 TAPER (BY OTHERS) RELOCATE CALL BOX SAWCUT LINK FENCE REMOVE CHAIN SAWCUT 8 26 (BY OTHERS) RELOCATE CALL BOX 8 7 8 24 6 11 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:17:21 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930e003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 2 3 4 425 6 7 8 9 430 1 2 2 3 4 325 6 7 8 9 125 6 7 8 9 130 1 2 2 3 625 6 7 892 3 49 530 1 2 4 63012'12'12'14'12'12'12'CONCCONCASPHASPHCONCCONCASPHASPHCONCASPHCONCASPHDIKEASPHASPHASPHASPHASPHDIRTASPHHOSKING RDSR-99SR-99LINK FENCE NEW CHAIN LINK FENCE EXISTING CHAIN MATCH EXISTING (TYPE CL-6) CHAIN LINK FENCE JAMES N. SIMON 8-12-2016EC 528+47.22 BC 531+87.37 340.17'N20° 10'00"E 1 1 1JOIN EXISTINGEND CHAIN LINK FENCE71.14' Lt "H5" 536+72.23TYPE SRT-31 LAYOUT L-4 ROUTE 99 "H5 " L INE "H1" LINE4'12'864.81'N12°39'58"W 300.06' N11°31'13"W 5404.90'3 (TYPE CL-6) CHAIN LINK FENCE H5 RAMP H1 RAMP"H5" 537+39.02=SAWCUT SAWCUT EC 535+85.22R/W R/W R/W EC 138+81.94 BC 137+14.79 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA,59' Rt "A" 441+82.00"H1" 141+82.00=SEE SHEET L-3STA "A" 433+00.00MATCH LINESEE SHEET L-7STA "A" 445+00.00MATCH LINEFF F FSTA "H5" 533+00.00STA "H1" 133+00.0082' Lt "A" 437+40.0059' Lt "A" 440+10.00"H5" 540+10.00=SCALE: 1"=50' R/W ETW ANGLE POINT71' Lt "A" 441+51.8915.34' Rt "H1" 137+14.79END LANE TAPER12' Rt "H1" 138+81.94FF F F 74.64' Rt "A" 444+00.00Beg HMA DIKE (TYPE D)94.83' Rt "A" 444+40.55END CHAIN LINK FENCEJOIN EXISTING9 22'END Conc BARRIER (TYPE 60) END REMOVE Conc BARRIER "A" 436+70 Beg Conc BARRIER (TYPE 60) Beg REMOVE Conc BARRIER "A" 436+50 8 37.5' MGS (STEEL POST) END MGS (TYPE 16B) "A" 442+15, 85' Lt BEGIN MGS (TYPE 16B) "A" 441+40, 81' Lt "A" LINE CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 (EXISTING)( )(TEXTURED PAVING) MINOR CONCRETE SAWCUT JOIN EXISTING "A" 435+87.39 (TEXTURED PAVING) MINOR CONCRETE (TYPE CL-6) CHAIN LINK FENCE 50:1 TAPER 28 12 4'8'112 4'8'R T L CURVE DATA 850.00'397.85'26°49'05"202.64' 12 3000.00'167.15'83.60' 28 2988.00'166.42'83.23' 03°11'32" 11 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:20:14 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930e004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 4 435 6 7 8 9 440 1 2 3 4 4 135 6 7 8 9 140 14535 6 7 8 9 540ASPH CONCCONCCONCCONCASPHCONCCONCJAMES N. SIMON 8-12-201695' Rt "A" 434+24.99"H1" 134+23.88="H1" 135+95.74=82' Rt "A" 435+96.36MARCH AveSEPTEMBER DrPARADISE POINT PlEND HMA DIKE (TYPE E)ES ANGLE POINT81' Lt "A" 441+28.75N6°39'05"W 424.78' N15°51'30"W LAYOUT L-5"H 1" LI N E5'36'8'4'4'+05.00 "H" LINE 250.16'306.00'392.19'VarH 1 RAM P H2 RAMP8'4'28' Rt "H3" 312+07.3143.88' Lt "H" 40+12.66"H1" 116+26.42="H" 35+59.14 "H2" 222+74.27= "H3" LINE R/W SEE SHEET L-3STA "H3" 310+27.00STA "H" 32+00.00MATCH LINESEE SHEET L-2 STA "H3" 315+00.00 STA "H2" 219+75.00 MATCH LINE BC 120+18.61F FF STA "H 1" 124+50.00 SCALE: 1"=50'22. SEE CONSTRUCTION DETAIL SHEETS FOR BAY TAPER. SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, NOTES: 3019.73'45.52' Lt "H" 40+97.39END LANE TAPERBEGIN LANE TAPER12' Rt "H3" 310+47.3128' "H2" LINE H3 RAMPEND LANE TAPER36' Rt "H1" 121+60BEGIN LANE TAPER24' Rt "H1" 120+40BC 312+07.31 "H2" 222+28 SURFACING OBLITERATE HOSKING AVENUE (TEXTURED PAVING) MINOR CONCRETE (TEXTURED PAVING) MINOR CONCRETE BEGIN HMA DIKE (TYPE E)(TYPE E) BEGIN HMA DIKE F LOCATION NORTHING "H" 19+80.27 EASTING 2290295.2950 6254224.9560 "H" 22+83.83 2290291.0200 6254528.4928 6256244.48922290266.8522"H" 40+00.00 L-6 L-6 L-5 LOCATION OF MONUMENTS (TYPE E) BEGIN HMA DIKE "H2" 221+00 (TYPE E) END HMA DIKE 10 R/WR/W END CHAIN LINK FENCE 57.97' Rt "H" 40+45.03 61'52'F CITY OF BAKERSFIELD R/WR/WF PROJECT (BY OTHERS)JOIN HOSKING Ave WIDENINGEND OBLITERATE SURFACING"H" 44+00.00(0.2' Max) HMA PAVEMENT COLD PLANE 12'END LANE TAPER52.00' Lt "H" 42+71.226.5'10 40 6.5'6.5'6.5'(STEEL POST) 25' MGS CITY OF BAKERSFIELD R/W EASEMENTCITY OF BAKERSFIELD END CHAIN LINK FENCE 59.47' Lt "H" 42+19.81 END MGS (TYPE 12A) "H" 32+75, 55' Lt SKT-MGS (TEXTURED PAVING) MINOR CONCRETE (TEXTURED PAVING) MINOR CONCRETE Temp FENCE (TYPE ESA) (TYPE ESA) Beg Temp FENCE (TYPE ESA) END Temp FENCE EASEMENT CITY CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:22:52 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930e005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 1 3 4 35 6 7 8 9 1 2 3 4 45 22011 2 3 4 7 8 9 12023 4 (TYPE CL-6) CHAIN LINK FENCE 10:1 TAPER LINK FENCE REMOVE CHAIN (TYPE CL-6) CHAIN LINK FENCE CROSSOVER IRRIGATION CROSSOVER IRRIGATION DETAIL SHEET C-6 PULLOUT SEE CONSTRUCTION MAINTENANCE VEHICLE "H" 40+00.00 SET MONUMENT 2'1 1 43'10'5'936'43'48'5'5'1 20'4 2 3 2 29 1 Var8' 09°57'55" R T L CURVE DATA 700.00' 175.00'745.95'244°13'33" 9 4 68°02'55"472.59'831.37' ___ 664.00'29 115.49'57.89' ASPHDIKE DIKE ASPH ASPH DIRT DIRT CONC8-12-2016 JAMES N. SIMON "H" LINE 5 10 36'8'4'4'12'"H5" LINE280.27'S89°11'35"E 3019.73' 372.82' "H4" LINE (TYPE CL-6) CHAIN LINK FENCE H4 RAMP H5 RAMP20'8'2 27 HUGHES LANELAYOUT L-6 R/W R/W EC 424+99.81 1 1 ANGLE POINT 19+80.27 BC 526+27.60 SEE SHEET L-3"H" STA 26+00.00MATCH LINESE E SH E ET L-3STA "H 5" 528+00.00MA TC H L IN E"H4" STA 424+10.00F F FFSCALE: 1"=50'BAKERSFIELD R/WCITY OF"H" 24+40.86 "H5" 523+12.60=R/WR/WEND LANE TAPER 12' Lt "H4" 424+99.81+80.00 1 TYPE 12A LAYOUT "H5" 523+59HOSKING AVENUE SURFACING OBLITERATEPROJECT (BY OTHERS)JOIN HOSKING AVENUE WIDENING"H" 17+00.00SURFACING BEGIN OBLITERATE "H" 19+80.00 SAWCUT 1 3 6' Lt BEG IN LANE TAPER"H5 " 527+27.2 2)(TEXTURED PAVING MINOR CONCRETE (TYPE E) BEGIN HMA DIKE (TYPE E) END HMA DIKE "H5" 525+00 FSET MONUMENT "H" 22+83.83 SET MONUMENT 1 BAKERSFIELD EASEMENT CITY OF DETAIL SHEET C-6 PULLOUT SEE CONSTRUCTION MAINTENANCE VEHICLE BEGIN HMA DIKE (TYPE E) 4' Rt "H5" 524+46.5 52'BEGIN LANE TAPER48.00' Rt "H" 19+60.00BEGIN LANE TAPER44.00' Rt "H" 22+10.008 (0.2' Max) COLD PLANE HMA PAVEMENT CROSSOVERS IRRIGATION 11 BAKERSFIELD R/W CITY OF 27.48' Lt "H4" 424+75.70 (TYPE 736A)END CONCRETE BARRIER(TYPE 1)END RETAINING WALL "H4-RW"59.91' Rt "H" 19+89.57'WIDENING (BY OTHERS)JOIN HOSKING AVENUE"H" 16+65CROSSOVERS IRRIGATION F F SAWCUT 25' MGS (STEEL POST) SKT-MGS )(TEXTURED PAVING MINOR CONCRETE )(TEXTURED PAVING MINOR CONCRETE )(TEXTURED PAVING MINOR CONCRETE (Type ESA) Beg Temp FENCE "H" 19+79, 102' Lt CROSSOVER IRRIGATION (Type ESA) Beg Temp FENCE "H" 16+65, 60' Lt (Type ESA) END Temp FENCE BEGIN CHAIN LINK FENCE (TYPE ESA) END Temp FENCE BAKERSFIELD R/W CITY OF (TYPE ESA) Temp FENCE BAKERSFIELD R/WCITY OF06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:24:55 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930e006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 POOL ASPH CONCCONCCONCCONCCONCCONCASPHDIRTASPHU/C U/C DIRT ASPH ASPH ASPH DIRTDIRTCONC DIRTDIRTC O N CCONC DIKECONCCONC FP FP FP FP FP FP FP FP FP FP 6 7 8 9 20 1 2 3 4 25 425 6 7 452567STOP 3 R T L 10 CURVE DATA 650.00'19°21'35"110.87' 5 550.00'657.04'68°26'48"374.11' 219.63' 27 686.00'126.11'63.23' PURPOSES ONLY. THIS IS SHOWN FOR AS-BUILT NON-CONTRACTOR, NO CCO. INSTALLED BY CITY RESOURCES - CALTRANS PUNCHLIST END BARBED WIRE POST TOP END CHAIN LINK FENCE (TYPE CL-6) 85.60' Rt "H" 22+77.53 PER STD PLAN A85A BEGIN BARBED WIRE POST TOP ANGLE POINT 111.54' Rt "H" 22+75.32 L=6'(x2), H=6' PER REV. STD PLAN A85 DOUBLE CHAIN LINK GATE 103.57' Rt "H" 22+76.00 (Type CL-6) BEGIN CHAIN LINK FENCE 59.90' Rt "H" 18+38.06 ANGLE POINT 76.60' Rt "H" 18+38.12 ANGLE POINT 83.00' Rt "H" 19+61.40 CHAIN LINK FENCE (TYPE CL-6) CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-2016 2. SEE CONSTRUCTION DETAIL SHEETS FOR BAY TAPER AND DRIVEWAY SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, NOTES: 44.54' Rt "H" 21+33.06"H4" 428+72.63=TO REMAIN Exist SOUND WALL 315.00'50'2'5'43'43'5'5'60'5'5'10'10'6.5'6.5'6.5'6.5' 1 1 ROUTE 99 "A" LINE10'5404.90' SAWCUT SAWCUT 12'R/W R/W LAYOUT L-7 F F F F SEE SHEET L-4"A" STA 445+00.00MATCH LINESCALE: 1"=50' SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA,END LANE TAPER59' Lt "A" 456+79.0010'JOIN EXISTINGEND HMA DIKE (TYPE D)59' Rt "A" 447+82.18BEGIN LANE TAPER 71' Lt "A" 454+29.00 8'JOIN EXISTINGEND HMA DIKE (TYPE E)67' Lt "A" 457+20.91TO REMAIN EXISTING SOUND WALL BEGIN HMA DIKE (TYPE E)81' Lt "A" 450+50.00BASQUE HILL DrBERKSHIRE RdBEGIN HMA DIKE (TYPE F) END HMA DIKE (TYPE E) 81' Lt "A" 454+17.00 BEGIN HMA DIKE (TYPE E) END HMA DIKE (TYPE F) 79.79' Lt "A" 454+54.50 12 END MGS (TYPE 16B) "A" 454+92, 85' Lt 37.5' MGS (STEEL POST) BEGIN MGS (TYPE 16B) "A" 454+17, 81' Lt SRT-31 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:26:24 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930e007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 6 7 8 9 450 1 2 3 4 455 6 7CONCCONCASPHCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCASPH DIRTASPHCONCCONCCONCCONCASPHSR-99SR-99JAMES N. SIMON 8-12-2016 LAYOUT L-8 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SCALE: 1"=50'ANNIE YUSCOTT NEFFR/W R/W22'(SEE RSP A76C) BEGIN Conc BARRIER (TYPE 60F) BEGIN REMOVE Conc BARRIER "A" 466+30 END Conc BARRIER (TYPE 60F) END REMOVE Conc BARRIER "A" 466+70"A" 466+40"A" 466+60SAWCUT 13 Beg MGS (TYPE 16B)"A" 393+35, 73' RtEND MGS (TYPE 16B)"A" 394+10, 69' RtSRT-31 (STEEL POST) 37.5' MGS CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 467+06 RFI 63 465+94 RFI 63 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:29:45 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930e008.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 R/W R/W 8 467 4 465 6 7 8TRAILERTRAILERCONCCONC ASPHSR-99SR-991 2 3 4 395 6 JAMES N. SIMON 8-12-2016 350 345 355 365 370 375 385 390 350 345 355 365 370 375 385 390 21 22 23 241918 26 27 28 29 31 PS-1 OG PG 340 360 380 340 360 380 20+00 25+00 30+00 0% 5% -5% -10% 0% 5% -5% -10% 10% 17 SUPERELEVATION DIAGRAM PROFILE AND Vert 1"=5' SCALE: Horiz 1"=50'HOSKING AVENUE "H" LINE PROFILE HOSKING AVENUE "H" LINE SUPERELEVATION DIAGRAM PROJECT BY OTHERSJOIN HOSKING AVENUE WIDENING(-0.50%)Elev 382.12"H6" 623+09.6729+24.33=143823MATCH LINE STA 31+00 SEE SHEET PS-2143823 7147714724+40.86="H5" 523+12.60Elev 382.2831+00.0030+89.95=Elev 382.33"H3" 322+73.05Elev 371.02PROTECT IN PLACEExist 48" IRRIGATION LINE~18+39.0014 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:32:28 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930fb001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010SCOTT NEFFANNIE YUJAMES WEIANNIE YU 66515 6/30/14 6/18/14 7/18/14 BRIDGE No.50-0507 HOSKING Ave OC Elev 381.52BB 28+59.56BVC 17+00.00Elev 355.4719+50.00Elev 354.22EVC 22+00.00Elev 362.78BVC 25+25.00Elev 373.903.42% L= 500' L= 950'30+00.00Elev 390.15="A" 422+93.14AXIS OF ROTATION -2% Lt & Rt ETW & ES 17+00.0017+50.0019+00.0019+80.00-2% -3% -2% 8-12-2016 JAMES N. SIMON 350 345 355 365 370 375 385 390 350 345 355 365 370 375 385 390 31 32 33 34 36 37 38 39 41 42 43 44 PS-2 OG 340 360 380 360 380 35+00 40+00 45+00 0% 5% -5% -10% 0% 5% -5% -10% 10% PG SUPERELEVATION DIAGRAM PROFILE AND Vert 1"=5' SCALE: Horiz 1"=50' 340 HOSKING AVENUE "H" LINE PROFILEElev 382.2831+00.0035+59.14 ="H2" 222+74.27(-0.30%)Elev 373.01HOSKING AVENUE "H" LINE SUPERELEVATION DIAGRAM 143823MATCH LINE STA 31+00 SEE SHEET PS-1143823 7147 7147 BRIDGE No.50-0507 HOSKING AVENUE OC 15 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:33:56 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930fb002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010SCOTT NEFFANNIE YUJAMES WEIANNIE YU 66515 6/30/14 6/18/14 7/18/14 AXIS OF ROTATION -2% Lt & Rt ETW & ES Elev 381.89EB 31+56.14EVC 34+75.00Elev 375.59BVC 38+50.00Elev 364.0941+00.00Elev 356.43EVC 43+50.00Elev 355.68-3.07% L= 500'"H" 44+00.00Elev 355.53PROJECT BY OTHERSJOIN HOSKING AVENUE WIDENING -0.30% 8-12-2016 JAMES N. SIMON PS-3 OG 121 122 123 126 127 128 340 360 350 345 355 370 365 375 340 360 380 350 345 355 370 365 375 PG 120+00119 124 125+00 129118117116 0% 5% 10% -5% -10% 10% 5% 0% -5% -10% SUPERELEVATION DIAGRAM PROFILE AND Vert 1"=5' SCALE: Horiz 1"=50'NORTHBOUND ON-RAMP "H1" LINE PROFILE Elev 359.87127+50.00NORTHBOUND ON-RAMP "H1" LINE SUPERELEVATION DIAGRAM 33670MATCH LINE STA 127+50 SEE SHEET P-41229 33670 1229 16 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:34:46 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930fb003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010SCOTT NEFFANNIE YUJAMES WEIANNIE YU 66515 6/30/14 6/18/14 7/18/14 CONTROLLED BY HOSKING AVE 116+26.42Elev 358.96Elev 359.24117+15.00Elev 362.92118+67.07Elev 366.08BVC 119+40.00Elev 367.18122+40.00Elev 375.43EVC 125+40.00Elev 366.03BVC 126+40.00Elev 362.902.87% 2.75% -3.13% L= 600' 2.04%2.25% 2.87% 2.65%116+40.00117+90.00Elev 360.93119+00.00 GBElev 365.13BC 120+18.61 +88.53+09.00+09.0011% -11% Rt ES & ETW AXIS OF ROTATIONAXIS OF ROTATION 118+67.07Lt ES CONTROLLED BY HOSKING AVE Lt SUPERELEVATION -2% Rt ETW & ES R = 700' Rt 2% Lt ES +88.53116+26.428-12-2016 JAMES N. SIMON PS-4 OG 128 131 340 360 380 350 345 355 370 365 375 340 360 380 350 345 355 370 365 375 129 130+00 132 133 134 136135+00 0% 5% -5% -10% 10% 0% 5% -5% -10% 10% 137 138 139 141140+00 Vert 1"=5' SCALE: Horiz 1"=50' SUPERELEVATION DIAGRAM PROFILE AND NORTHBOUND ON-RAMP "H1" LINE PROFILE 11% -11% NORTHBOUND ON-RAMP "H1" LINE SUPERELEVATION DIAGRAM 33670MATCH LINE STA 127+50 SEE SHEET PS-31229 33670 1229Elev 359.87127+50.0017 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE O6-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:35:59 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930fb004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010SCOTT NEFFANNIE YUJAMES WEIANNIE YU 66515 6/30/14 PROFILE CONTROLLED BY SR-99 128+90.00Elev 355.06EVC 131+40.00Elev 355.93135+95.74Elev 357.51138+50.00Elev 358.20141+82.00Elev 358.61L= 500' 0.27%0.12% EC 128+49.98+60.00+81.00135+95.74137+14.79 BC 138+81.94 EC +60.00+81.00-2% Rt ETW -5% Rt ES +07.332% Lt ES AXIS OF ROTATION Lt SUPERELEVATION CONTROLLED BY SR-99 R=3000' RtR = 700' Rt 141+82.006/18/14 7/18/14 PG 0.35% 8-12-2016 JAMES N. SIMON PS-5 OG PG Vert 1"=5' SCALE: Horiz 1"=50' SUPERELEVATION DIAGRAM PROFILE AND NORTHBOUND OFF-RAMP "H2" LINE SUPERELEVATION DIAGRAM NORTHBOUND OFF-RAMP "H2" LINE PROFILE MATCH LINE STA 216+50 SEE SHEET PS-630352 408 18 216+50.00216+50.00216+50.003.30% Rt ES & ETWCONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:36:42 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930fb005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010SCOTT NEFFANNIE YUJAMES WEIANNIE YU 66515 6/30/14 205+86.00Elev 354.11206+50.00Elev 354.07207+50.00Elev 354.03208+56.98Elev 354.04BVC 213+65.00Elev 356.51215+90.00Elev 358.050.30%-0.06%-0.04%0.01%Elev 354.81211+15.00 GB6/18/14 7/18/14 340 360 380 350 345 355 365 370 375 340 360 350 345 355 365 207 211 212 214 216 217210+00 213 215+00 0% 5% -5% -10% 10% 0% 5% -5% -10% 10% 30352 208 218209206205+00 408Elev 359.90-3.30% Lt ES CONTROLLED BY SR-99 L= 450' AXIS OF ROTATION 10% ECBC -10% 214+07.88210+08.51-2% Rt ETW -5% Rt ES Rt ES & ETW208+56.98+88.00+27.00Lt ES +96.00+96.00+88.00+27.00+68.00CONTROLLED BY SR-99 Lt SUPERELEVATION R=850' Rt 2% Lt ES 0.68% 8-12-2016 JAMES N. SIMON PS-6 OG PG 340 360 380 350 345 355 365 370 375 340 360 380 350 345 355 365 370 375 217 219 221 222218220+00 0% 5% -5% -10% 10% 0% 5% -5% -10% 10% 223 224 226225+00 SUPERELEVATION DIAGRAM PROFILE AND Vert 1"=5' SCALE: Horiz 1"=50' NORTHBOUND OFF-RAMP "H2" LINE SUPERELEVATION DIAGRAM NORTHBOUND OFF-RAMP "H2" LINE PROFILE 30352MATCH LINE STA 216+50 SEE SHEET PS-5408 30352 408 19 216+50.003.30% Rt ES ETW216+50.00-3.30% Lt ES 216+50.00Elev 359.90CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:37:26 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930fb006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010SCOTT NEFFANNIE YUJAMES WEIANNIE YU 66515 6/30/14 EVC 218+15.00Elev 363.19220+40.00Elev 368.32222+26.27Elev 372.052.28% 2.00% 2.00% HOSKING AVENUE CONTROLLED BY Elev 373.01="H" 35+59.14222+74.27ECBC +78.00219+68.27217+47.42 Rt ES & ETW -3.07%222+26.27-11% 11% Lt ES +37.00+78.00AXIS OF ROTATION 3.07%+37.00222+26.27R=650' Lt HOSKING AVENUE CONTROLLED BY ="H" 35+59.14222+74.276/18/14 7/18/14 8-12-2016 JAMES N. SIMON PS-7 PG 310+00 311 312 313 314 315+00 316 317 318 319 320+00 321 322 OG 340 360 380 350 345 355 365 370 375 340 360 380 350 345 355 365 370 375 -5% 10% 5% 0% -10% 10% 5% 0% -5% -10% 308 309 SUPERELEVATION DIAGRAM PROFILE AND Vert 1"=5' SCALE: Horiz 1"=50'NORTHBOUND LOOP ON-RAMP "H3" LINE PROFILE NORTHBOUND LOOP ON-RAMP "H3" LINE SUPERELEVATION DIAGRAM 15% 31651MATCH LINE STA 318+50 SEE SHEET PS-821312131 31651 20 318+50.00Elev 356.86CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 BRIDGE No.50-0507 HOSKING Ave OC 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:38:17 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930fb007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010SCOTT NEFFANNIE YUJAMES WEIANNIE YU 66515 6/30/14 6/18/14 7/18/14 HOSKING AVENUE CONTROLLED BY 309+57.15Elev 381.24310+20.00Elev 380.49310+60.00Elev 379.86311+22.41Elev 378.69BVC 311+30.00Elev 378.52312+80.00Elev 375.09EVC 314+30.00Elev 370.08-2.28% L= 300'309+93.29-3.34%Elev 361.08BVC 317+00.00EB12% -12% BC AXIS OF ROTATION312+07.31-2% Rt ES & ETW Rt ETW Rt ES +50.002%+55.00+05.00311+22.41+05.00+50.00Lt ES R=175' Rt HOSKING AVENUE CONTROLLED BY Lt SUPERELEVATION Lt ES Lt ES10.2%+60.00309+57.158-12-2016 JAMES N. SIMON PS-8 PG OG SUPERELEVATION DIAGRAM PROFILE AND Vert 1"=5' SCALE: Horiz 1"=50'NORTHBOUND LOOP ON-RAMP "H3" LINE PROFILE NORTHBOUND LOOP ON-RAMP "H3" LINE SUPERELEVATION DIAGRAM MATCH LINE STAa 318+50 SEE SHEET PS-731651 2131 21 318+50.00318+50.0012% Lt ES318+50.00CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 BRIDGE No.50-0507 HOSKING Ave OC 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:39:45 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930fb008.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010SCOTT NEFFANNIE YUJAMES WEIANNIE YU 66515 6/30/14 323+32.03Elev 355.77324+20.00Elev 356.13325+40.00Elev 356.39326+20.00Elev 356.44329+00.00Elev 356.94Elev 354.41319+00.00EVC 321+00.00Elev 355.040.41%0.21%0.07%0.18%="H" 30+89.95322+73.05323+32.03329+00.006/18/14 7/18/14 318 319 320+00 321 322 323 340 360 380 350 345 355 365 370 375 340 360 380 350 345 355 365 370 375 -5% 10% 5% 0% -10% 10% 5% 0% -5% -10% 2131 31651Elev 356.86-12% Rt ES & ETWCONTROLLED BY SR-99 L= 400' 0.32% EC 319+53.25 BC 325+99.94 EC 323+74.73-2% Rt ETW -5% Rt ES +00.00+25.00AXIS OF ROTATION+00.002% Lt ES Lt SUPERELEVATION CONTROLLED BY SR-99 R=3000' Rt 8-12-2016 JAMES N. SIMON PS-9 OG PG Vert 1"=5' SCALE: Horiz 1"=50' SUPERELEVATION DIAGRAM PROFILE AND SOUTHBOUND ON-RAMP "H4" LINE PROFILE SOUTHBOUND ON-RAMP "H4" LINE SUPERELEVATION DIAGRAM 3.73% 3.73%MATCH LINE STA 420+00 SEE SHEET PS-10942 29274 22 420+00.00CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:40:48 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930fb009.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010SCOTT NEFFANNIE YUJAMES WEIANNIE YU 66515 6/30/14 6/18/14 7/18/14 408+27.00Elev 354.47410+00.00Elev 354.69411+00.00Elev 354.80412+40.00Elev 354.91413+20.00Elev 354.84414+12.59Elev 354.84BVC 414+70.00Elev 355.01417+20.00Elev 355.76EVC 419+70.00Elev 365.080.13%0.11%0.08%-0.09%0.00%414+12.59408+27.00416 417 418 421 422 340 360 380 350 345 355 365 370 375 340 360 380 350 345 355 365 370 375 414 415+00 419 420+00413412411410+00 0% 5% -5% -10% 10% 0% 5% -5% -10% 10% 409 12% Rt ES -12% & ETW Lt ES 942 29274Elev 366.20CONTROLLED BY SR-99 0.30% L= 500' BCAXIS OF ROTATION 418+42.77 2% +40.00-2% Lt ETW -5% Lt ES +90.00+90.00+65.00+40.00BC 411+27.06 EC 412+95.50 BY SR-99 Rt SUPERELEVATION CONTROLLED Rt ES R=3000' Lt R=550' Lt 8-12-2016 JAMES N. SIMON OG PG PS-10 SUPERELEVATION DIAGRAM PROFILE AND Vert 1"=5' SCALE: Horiz 1"=50'SOUTHBOUND ON-RAMP "H4" LINE PROFILE SOUTHBOUND ON-RAMP "H4" LINE SUPERELEVATION DIAGRAM 3.73%MATCH LINE STA 420+00 SEE SHEET PS-929274 942 23 420+00.00CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES (JIM) N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:41:31 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930fb010.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010SCOTT NEFFANNIE YUJAMES WEIANNIE YU 66515 6/30/14 6/18/14 7/18/14 BVC 420+10.00Elev 366.57423+10.00Elev 377.76EVC 426+10.00Elev 368.11426+19.79Elev 367.79428+00.00Elev 361.95428+40.00Elev 360.70428+72.63Elev 359.79426+19.79428+72.63421 422 423 340 360 380 350 345 355 365 370 375 340 360 380 350 345 355 365 370 375 420+00 424 426 427 428 429425+00 0% 5% -5% -10% 10% 0% 5% -5% -10% 10%NUE 15% 29274 942Elev 366.20CONTROLLED BY HOSKING AVENUE -3.22% L= 600' 12% -12% EC 424+99.81 Lt ES & ETW 2%+75.00+50.00AXIS OF ROTATION CONTROLLED BY HOSKING AVE Rt SUPERELEVATION Rt ES +00+00R=550' Lt Rt ES8% Rt ES+00-2% Lt ETW -5% Lt ES 8-12-2016 OG PG PS-11 Vert 1"=5' SCALE: Horiz 1"=50' SUPERELEVATION DIAGRAM PROFILE AND SOUTHBOUND ON-RAMP "H5" LINE SUPERELEVATION DIAGRAM SOUTHBOUND OFF-RAMP "H5" LINE PROFILE MATCH LINE STA 530+00 SEE SHEET PS-121554 19664 24 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:42:22 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930fb011.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010SCOTT NEFFANNIE YUJAMES WEIANNIE YU 66515 6/30/14 6/18/14 7/18/14 523+60.60Elev 370.06BVC 528+00.00Elev 360.87Elev 357.65530+00.00="H" 24+40.86523+12.60Elev 371.02523+60.60523+60.60530+00.001.02%530+00.00-1.02%="H" 24+40.86523+12.60524 526 527 529 531 532 534 345 350 355 360 365 370 375 380 345 350 355 360 365 370 375 380 525+00 528 530+00 533 535+00523522 0% 5% -5% -10% 10% 0% 5% -5% -10% 10% 15% 19664 1554-2.09% L= 500' HOSKING AVE CONTROLLED BY -2 .00% 11% BC -11%+18.00+57.00526+27.60 -3.42% Rt ES +18.00+57.00AXIS OF ROTATION EC 528+47.22 3.42% R=650' Rt HOSKING AVE CONTROLLED BY Rt ES & ES Lt ETW & ES Lt ETW 8-12-2016 JAMES N. SIMON OG PG PS-12 SUPERELEVATION DIAGRAM PROFILE AND Vert 1"=5' SCALE: Horiz 1"=50'SOUTHBOUND OFF-RAMP "H5" LINE PROFILE SOUTHBOUND OFF-RAMP "H5" LINE SUPERELEVATION DIAGRAM MATCH LINE STA 530+00 SEE SHEET PS-111554 19664 25 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:43:06 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930fb012.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010SCOTT NEFFANNIE YUJAMES WEIANNIE YU 66515 6/30/14 6/18/14 7/18/14 530+50.00Elev 355.64EVC 533+00.00Elev 356.39537+39.02Elev 357.71538+10.00Elev 357.81539+50.00Elev 358.20540+10.00Elev 358.400.14%0.28%0.33%Elev 357.65530+00.00540+10.00530+00.001.02%530+00.00-1.02%8-12-2016 JAMES N. SIMON 529 531 532 534 340 345 350 355 360 365 370 375 380 340 345 350 355 360 365 370 375 380 528 530+00 533 535+00 0% 5% -5% -10% 10%10% 536 537 538 539 541540+00 0% 5% -5% -10% 10% 0% 5% -5% -10% 10% 0% 5% -5% -10% 0% 5% -5% -10% 1554 19664 CONTROLLED BY SR-99 0.30% L= 500' AXIS OF ROTATION -10% ECBC +68.00+05.00+68.00+05.00531+87.37 535+85.22 -2% Lt ETW -5% Lt ES Lt ES & ETW +97.0010% Rt ES +25.00537+39.02CONTROLLED BY SR-99 Rt SUPERELEVATION R=850' Lt 2% Rt ES +97.00 OG PG PS-13 SUPERELEVATION DIAGRAM PROFILE AND Vert 1"=5' SCALE: Horiz 1"=50'SOUTHBOUND LOOP ON-RAMP "H6" LINE PROFILE SOUTHBOUND LOOP ON-RAMP "H6" LINE SUPERELEVATION DIAGRAM MATCH LINE STA 630+50 SEE SHEET PS-142428 21966 BRIDGE No. 50-0507 HOSKING Ave OC 26 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304618+27.00Elev 355.72619+90.00Elev 355.82620+50.00Elev 355.92622+50.00Elev 355.88623+92.28Elev 355.81BVC 627+00.00Elev 356.73629+00.00Elev 357.33630+50.00Elev 363.510.07%0.16%-0.02%-0.05%="H" 29+24.33623+09.67Elev 355.85="H" 29+24.33623+09.6706 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:43:53 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930fb013.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010SCOTT NEFFANNIE YUJAMES WEIANNIE YU 66515 6/30/14 8-12-2016 JAMES N. SIMON 626 627 629 632 340 345 350 355 360 365 370 375 380 340 345 350 355 360 365 370 375 380 623 624 625+00 628 630+00 631622621 0% 5% -5% -10% 10% 0% 5% -5% -10% 10% 620+00619 21966 2428 CONTROLLED BY SR-99 0.30% L= 400' 12% -12% BC 626+43.37 BC 621+27.06 EC 624+88.07 Lt ES & ETW -2% Lt ETW -5% Lt ES +44.00Rt ES2% Rt ES AXIS OF ROTATION +69.00+94.00623+92.28+44.00Rt SUPERELEVATION CONTROLLED BY SR-99 R=3000' Lt R=175' Lt+94.006/18/14 7/18/14 OG PG PS-14 SUPERELEVATION DIAGRAM PROFILE AND Vert 1"=5' SCALE: Horiz 1"=50' SOUTHBOUND LOOP ON-RAMP "H6" LINE PROFILE SOUTHBOUND LOOP ON-RAMP "H6" LINE SUPERELEVATION DIAGRAM BRIDGE No.50-0507 HOSKING Ave OCMATCH LINE STA 630+50 SEE SHEET PS-132428 21966 27 385 385 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304EVC 631+00.00Elev 365.42BVC 631+70.00Elev 368.25633+20.00Elev 374.32EVC 634+70.00Elev 377.77634+82.30Elev 378.05635+65.00636+43.44Elev 380.92Elev 363.51630+50.00Elev 379.66636+07.99 BBElev 380.45636+43.4406 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:44:44 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930fb014.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010SCOTT NEFFANNIE YUJAMES WEIANNIE YU 66515 6/30/14 6/18/14 7/18/14 8-12-2016 JAMES N. SIMON 629 632 634 345 350 355 360 365 370 375 380 345 350 355 360 365 370 375 380 630+00 631 633 635+00 636 637 638 639 641640+00 642 643 0% 5% -5% -10% 10% 0% 5% -5% -10% 10% 21966 2428 4.04% 2.30% L= 300' L= 400' HOSKING AVENUE CONTROLLED BY EC 633+80.78 +30.002% CONTROLLED BY HOSKING Ave Rt SUPERELEVATION +80.00+80.00634+82.30AXIS OF ROTATION R=175' Lt 12% Rt ES -12% Lt ES & ETW Rt ES -2% Lt ETW6.4% Rt ES634+20.00 440+00 445+00 450+00 350 355 360 365 370 Elev 359.53PG OGBEGIN AUX LANE350 355 360 365 370 PS-15 441 442 443 444 446 447 448 449 0% 5% -5% -10% 0% 5% -5% -10% 10% AUXILARY LANE SOUTHBOUND ROUTE 99 PROFILE AUXILARY LANE SOUTHBOUND ROUTE 99 SUPERELEVATION DIAGRAM SUPERELEVATION DIAGRAM PROFILE AND Vert 1"=5' SCALE: Horiz 1"=50'MATCH LINE STA 450+00 SEE SHEET PS-160.15% 13371337 72 72 28 450+00.00CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304440+12.03Elev 358.00441+60.00Elev 358.40443+00.00Elev 358.57444+00.00Elev 358.72446+00.00Elev 359.04447+00.00Elev 359.21449+40.00Elev 359.430.27%0.12%0.15%0.16%0.17%0.09% AXIS OF ROTATION -2% Lt ETW -5% Lt ES 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:47:02 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930fb015.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010SCOTT NEFFANNIE YUJAMES WEIANNIE YU 66515 6/30/14 6/18/14 7/18/14 8-12-2016 JAMES N. SIMON OG 350 355 360 365 370 450+00 455+00 460+00 PG 350 355 360 365 370 PS-16 AUXILARY LANE SOUTHBOUND ROUTE 99 PROFILE SUPERELEVATION DIAGRAM PROFILE AND Vert 1"=5' SCALE: Horiz 1"=50' 0% 5% -5% -10% 0% 5% -5% -10% 10% AUXILARY LANE SOUTHBOUND ROUTE 99 SUPERELEVATION DIAGRAM 451 452 453 454 456 457 458 459Elev 359.53MATCH LINE STA 450+00 SEE SHEET PS-1513371337 72 72 29 450+00.00CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 AXIS OF ROTATION -2% Lt ETW -5% Lt ES 452+60.00Elev 359.92453+80.00Elev 359.96456+78.75Elev 360.610.15%0.03%0.22% 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:48:43 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930fb016.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010SCOTT NEFFANNIE YUJAMES WEIANNIE YU 66515 6/30/14 6/18/14 7/18/14 8-12-2016 JAMES N. SIMON 362.51FL362.18FL1' Lt "H" 18+89.00 BC, 355.90FSEC, 356.16FS"H" 19+19.00 3.50' Lt 10 1' Rt "H" 19+36.23EC, 356.46FS 7.57' Rt "H" 19+81.44 EC, 357.02FS BC, 356.98FS 9.57' Rt "H" 19+81.599.10' Lt "H" 19+80.0313 14 EC, BC, 356.96FSBC, 356.45FS"H" 19+49.008.50' Lt 15 12 11 "H" LINE "H4" LINE CONSTRUCTION DETAILS355.47FS355.35FS 355.30FS355.30FS355.35FS355.44FS355.57FS355.77FS358.96FS359.61FS360.30FS361.04FS 361.84FS 362.68FS363.53FS356.31FS363.53FS354.13FL354.05FL354.01FL354.02FL354.08FL354.19FL354.35FL354.81FL355.31FL355.85FL356.31FL357.25FL357.79FL358.38FL360.45FL359.71FL359.02FL356.02FS355.77FS355.57FS355.44FS355.35FS 362.77FS361.92FS361.08FS360.28FS361.24FL362.05FL1 13 14EC 51'53'1' Lt "H" 17+22.68 52.18' Lt "H" 22+16.90Beg "H4" RAMP356.15FL363.29FL362.56FS358.09 BW C-1BCBC81' Lt "H" 19+95.86 ECR 11 12 61.16' Lt "H" 21+86.2757' Lt "H" 19+65.86 356.30 BW 355.67FL 356.35 BW 355 .96FL/4/4/4 /4/4/4/4/43019.73' 980.27' R/W R/W 2%TO GRADE ADJUST MH 355.68FL355.34FL354.40FL354.05FL354.13FL354.24FL354.32FL354.22FL354.17FL354.09FLEND MEDIAN TAPER HUGHES LANEL 75.89' Lt "H" 20+47.14 L 69.52' Lt "H" 19+93.57 356.81 BW SCALE: 1"=20'6'5'5'10'3 5 5 .3 8 F L TYPE B1-4 MEDIAN CURBPROJECT BY OTHERSJOIN HOSKING Ave WIDENINGCURB AND GUTTER TYPE B2-6BEGIN SIDEWALK,51' Lt "H" 17+00.00R/WCITY OF BAKERSFIELD R/W HOSKING AVENUEVar%Var%SEE SHEET C-2STA "H" 22+50.00MATCH LINE358.37FS2'67.60' Lt "H" 20+67.26 74.10' Lt "H" 20+67.39 JOIN IMPROVEMENT BY OTHERS END CURB TYPE B2-6 95.59' Lt "H" 19+95.86 65.82' Lt "H" 21+56.0052.41' Rt "H" 19+89.784 6 8 9 10 356.75FL355.88FL BCR, 357.45FL 95.59' Lt "H" 20+46.86 2%2%CITY OF BAKERSFIELD EASEMENT END MEDIAN TAPER 5' Rt "H" 22+10.00 363.02FS354.15FL48' Lt "H" 22+46.00 EC51' Lt "H" 19+65.86 BCR 81' Lt "H" 19+65.86 C CURB RAMP CASE A C CURB RAMP CASE A 355.92FL97.59' Lt "H" 20+67.86 2 3 5 EC, BC 12' Rt "H" 17+22.68 BC, 355.36FS EC,BC, 356.91FS"H" 19+79.5911' Lt 95.59' Lt "H" 19+86.86 81' Lt "H" 19+86.86 JOIN IMPROVEMENT BY OTHERS END CURB TYPE B2-6 95.59' Lt "H" 20+37.92 ECR 356.06 BW 5' Lt "H" 21+96.4860'6.5'361.51FL360.55FL 359.91FL 359.71FL 6'6' 6'357.14FL 356.87FL 357.63FL3 5 8 .2 8 F L358.97FL6.5'6.5'356.02FS356.67FS 357.82FS358.36FS358.96FS359.60FS360.29FS361.03FS361.83FS362.68FS356.13FL180°00'00"1 2 10.18' 3 4 5 6 7 6.50'20.42' 20.25' 153°54'35"4.32'2.69' 25°58'31"23.06'45.34' 30.14' 30.73'15.40' --- 8 9 3.03' 2.00' 1.54'44°12'06"0.81' 18.03' 15°05'40" 1.00' 1.00' 360.97FL 356.92FS8.61' Lt "H" 20+15.98EC, 357.64FSBC, 357.62FS 356.43FL 6' 355.14FS 7 357.32FSEC, 355.15FS9.25' Rt "H" 17+42.68BC, 355.24FS3.75' Rt "H" 17+62.68115.79'15°12'07"15.45'30.72' 103.37'16°20'52"14.85'29.49' 60.00'37.24'35°33'39"19.24'EC, 355.31FS1' Rt "H" 17+82.778.07' Lt "H" 20+14.58 76.85' 10.18'20.25'15°05'40"76.85' 183.75' 9°23'50" 183.81'9°34'39" 100.00' / 4/4 /4/4 354.03FL 353.91FL 353.80FL 353.68FL 61.79' Rt "H" 17+14.79 C CURB RAMP CASE AL 90°00'00"29.58'47.12' 15 30.00'44.52'27.50' 30.00' 85°01'51" 83.00' Rt "H" 17+36.00 354.75 BW 59.50' Rt "H" 17+36.00 354.28 BW 83.00' Rt "H" 17+12.50 CURB AND GUTTER TYPE B2-6 BEGIN SIDEWALK, 83' Rt "H" 17+04.00 (355.40)FS "H" 16+65 (354.16)FS CITY OF BAKERSFIELD R/W CITY OF BAKERSFIELD R/W3006Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:51:29 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ga001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 ASPHDIRT ASPH ASPH ASPHCONC FP FP FP FP FP FP FP FP FP FPSTOP 21 20987 8R T L CURVE DATA 30.00'47.12'89°59'59"30.00' SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, 15.10' CCO 25 BEGIN CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON355.85FL354.07FLR/W 11 80.59' Lt "H" 19+79.58 BEGIN REMOVE CHAIN LINK FENCE END CHAIN LINK FENCE (TYPE CL-6) CONSTRUCTION DETAILS51'81' Lt "H" 19+95.86 ECR 11 57' Lt "H" 19+65.86 356.27 BW 355.67FL 355.96 F L/4/4/4980.27' R/W R/W355.68FL355.34FL354.40FLHUGHES LANEL 69.52' Lt "H" 19+93.57 SCALE: 1"=20'6'355.38FL R/WCITY OF BAKERSFIELD R/W CITY OF BAKERSFIELD R/W 355.88FL CITY OF BAKERSFIELD EASEMENT 51' Lt "H" 19+65.86 BCR 81' Lt "H" 19+65.86 C CURB RAMP CASE A 6' 6'6.5'30 /4 JOIN IMPROVEMENT BY OTHERS END CURB TYPE A2-6 95.59' Lt "H" 19+95.86 65.09' Lt "H" 19+72.49 356.61 BW 64.71' Lt "H" 19+72.60 356.67 BW 69.80' Lt "H" 19+77.06 73.26' Lt "H" 19+79.65 356.48 BW 74.62' Lt "H" 19+81.27 356.31 BW 81.00' Lt "H" 19+86.86 356.02 BW 95.59' Lt "H" 19+86.86 355.92FL ANGLE POINT CL-6 ANGLE POINT CL-6 C-1 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:53:18 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ga001a.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 06 Ker 99 18.0/19.2 SCOTT NEFFR/WCITY OF BAKERSFIELD R/Wa ADDITIONAL SHEET a 21 20987 STOP R T L CURVE DATA 47.12'30.00'89°59'59"30.00' SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, NOTES: 2. CHAIN LINK FENCE SHALL MATCH EXISTING CHAIN LINK FENCE, IN KIND. EXPOSED END SHALL BE CONCEALED WITH ROUNDED GROUT CAP. 1. AFTER SAWCUT & REMOVAL OF MASONRY BLOCK WALL, 8/27/15 NEFF SCOTT C52992 12/31/16 "H" LINE CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE BEGIN CONCRETE CURB H=2' H=4' CCO 29 H=4' END CONCRETE CURB H=2' CCO 29 HOSKING AVENUE 3019.73' +354.85FL65.09' Lt "H" 19+66.29 65.08' Lt "H" 19+79.98 END REMOVE CHAIN LINK FENCE END REMOVE MASONRY BLOCK BEGIN CHAIN LINK FENCE (TYPE CL-6) BEGIN REMOVE MASONRY BLOCK 06-0C9304 JAMES N. SIMON 8-12-2016 "H" LINE"H5" LINE"H4" LINE CONSTRUCTION DETAILS364.39FS365.24FS366.10FS366.95FS367.81FS368.67FS372.98FS374.63FS375.42FS376.17FS376.88FS378.74FS378.16FS377.54FS379.27FS379.77FS380.22FS364.39FS365.24FS366.10FS366.95FS367.81FS368.67FS372.94FS373.80FS374.63FS375.42FS376.17FS376.88FS377.54FS378.16FS378.74FS379.27FS379.77FS380.22FS363.40FL354.25FL365.11FL365.96FL370.24FL372.81FL373.64FL374.43FL375.18FL375.89FL368.53FL369.39FL370.24FL371.10FL371.95FL372.81FL373.64FL374.43FL375.18FL375.89FL376.55FL377.17FL377.75FL378.28FL378.78FL379.23FL376.55FL377.17FL377.75FL379.78FL3 7 9. 2 3 F L365.11FL366.96FL366.82FL367.68FS366.91FL366.28FL365.47FL364.66FL363.85FL363.04FL 370.09FS369.65FS369.32FS368.75FS368.37FS368.35FS367.38FL367.95FL377.58FL376.58FL 378.38FL370.16FL 8 10 11 12 13 5' Lt "H" 24+10.21 5' Rt "H" 24+12.80 1.05' Lt "H" 24+75.27 BCR, PCC /4 /4 /4 /4 372.18FS372.11FS373.97FS 60.86'Lt "H" 23+73.98 L 61.63' Lt "H" 24+44.86 L L 20' Lt "H4" 426+13.62L 4' Rt "H4" 426+19.73 L L 4' Rt "H6" 634+83.05 48'48'48' BCR BCR ECR 53' Lt "H" 24+49.86 26.48' Lt "H6" 634+76.35 Beg CURB TYPE B1-6 Beg CURB TYPE A1-6 12.50' Rt "H4" 426+08.49 4' Rt "H4" 426+07.77 26.88' Lt "H6" 634+72.37 4' Rt "H6" 634+70.77 Angle CURB TYPE A1-6 (SEE SHEET C-6) C CURB RAMP CASE C (Mod) (SEE SHEET C-6) C CURB RAMP CASE C (Mod)43'43'10'/2 C-2 ECR ECR BCR 48.00' Lt "H" 23+36.83 48.00' Lt "H" 24+49.86 44.00' Lt "H5" 524+20.60 R/W 2%R/W 2%2.2%3.2%4.3%4.2%2%2%364.41FL48' Rt "H" 22+67.86 BCR 14 15 BCR 48' Rt "H" 27+93.58378.28FLEND CURB TYPE B2-6 Beg CURB TYPE B2-6 END CURB TYPE B1-6 377.95FS368.26FS10'Beg CURB TYPE B2-6 Beg CURB TYPE B1-6 4.00' Rt "H5" 523+65.60 53' Lt "H" 24+44.86= 376.68FL 378.93FL 5' Lt "H" 24+75.70371.10FL371.95FL373.80FS5' Rt "H" 25+30.00 9 379.42FL"H5" 523+12.60 "H" 24+40.86=369.52FS369.52FSECR 1.93' Rt "H" 24+14.49 3.79' Lt "H" 24+12.05 FS371.33 FS370.48ECR369.87FS370.02FS369.96FS369.93FS ECR 4' Lt "H6" 635+52.79 51.98' Rt "H" 27+93.86= ECR 4' Rt "H4" 427+37.86 52' Rt "H" 22+67.69=SEE SHEET C-1STA "H" 22+50.00MATCH LINESEE SHEET C-3STA "H" 28+00.00MATCH LINESCALE: 1"=20' END CURB TYPE B1-6 END SIDEWALK, "H5" 523+85.22 72.63' Lt "H" 24+44.86= Beg CURB TYPE B2-6 Beg SIDEWALK END CURB TYPE B2-6 END SIDEWALK, TYPE B1-4 MEDIAN CURB 5'5'5'5'EC MEDIAN CURB TYPE B1-46'FOR DETAIL SEE SHT C-6, DETAIL 1 MAINTENANCE VEHICLE PULLOUT END CURB TYPE B2-6 END SIDEWALK, 53.71Lt "H5" 523+87.87= 366.38FL BCR SIDEWALK FRONT EDGE OF CURB RAMP CASE A (Mod) CURB ANGLE POINT SIDEWALK 20' Lt "H4" 426+09.62 367.31 FL 2%YMin4'-2" 1.5% Max7.5%AT CURB 9.0% Max AT CURB 9.0% Max Max 1.5% W=4.25', Y=8', X1=6', X2=6' C CURB RAMP CASE A (Mod)6.5'C CURB RAMP CASE A 6.5'W=4.25', Y=9', X1=6', X2=6' C CURB RAMP CASE A (Mod)6.5'13.10' Rt "H6" 634+72.05 6.5'W=4.25', Y=9', X1=6', X2=6.5' C CURB RAMP CASE A (Mod) 369.90FS MaxWX1 X2 NOTES: ADDITIONAL INFORMATION. 2. REFER TO STANDARD PLANS RSP A88A FOR ON CURB RAMP UNLESS NOTED OTHERWISE. 1. INSTALL DETECTABLE WARNING SURFACE3%7 6 425 31367.85FS368.80FSFS369.56 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 ANGLE POINT 635+41.18 20' Lt "H6" CCO 25 B1-6CCO 25 B1-6CCO 25 CCO 25Lt Rt Lt CCO 25 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:55:01 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ga002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 DIKE ASPH DIKE DIRT R 122°20'51" T L CURVE DATA 18.16' 9 10 11 167°25'53"5.84' 252.38'55.18' 2.00' 60.00'90°00'00"60.00'94.25' 5.00'90°00'00"5.00'7.85' 4.27' 12 13 14 2.00'6.11' 15 6.00'2.00' 8 2.00' 2.00'2.33'66°53'01"1.32' 3.63' 27.70' 47.04' 27.88' JAMES N. SIMON 8-12-2016 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, 370.43BW 18.23' Rt "H5" 523+85.22 HOSKING AVENUE END CURB TYPE B1-6 "H6" LINE "H" LINE "H6" LINE "H3" LINE "A" LI NECONSTRUCTION DETAILS380.62FS381.34FS381.02FS380.66FS380.25FS379.81FS379.32FS380.62FS380.99FS381.34FS380.66FS380.25FS379.81FS379.32FS379.63FL380.00FL378.82FL378.33FL378.33FL378.82FL379.26FL379.67FL380.03FL380.35FL381.02FS379.67FL379.66FL 379.03FL378.25FL377.39FL377.11FLL 28.15' Rt "H3" 311+28.37 L 4' Lt "H3" 311+24.3748'48'48'"A" 422+93.14 "H" 30+00.28= 28.54' Rt "H3" 311+32.35 END CURB TYPE B1-6 (SEE SHEET C-6) C CURB RAMP CASE C (Mod) 4' Lt "H3" 311+34.25 13.10' Lt "H3" 311+32.9743'10'43'48' Rt "H" 32+23.76 3019.73'2%2.8%3.8%4.8%5.1%2%2%2%2%BCR 4 379.26FLAngle CURB TYPE B1-6 Beg CURB TYPE B2-6 Beg CURB TYPE B1-6 378 .50FS C-3SEE SHEET C-2STA "H" 28+00.00MATCH LINESEE SHEET C-4STA "H" 33+50.00MATCH LINE379.95FLECR 4' Lt "H3" 310+50.14 52' Rt "H" 32+23.49= SCALE: 1"=20' SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA,5'5'MEDIAN CURB TYPE B1-4 END CURB TYPE B2-6 END SIDEWALK,10'5'5'43'"H3" 322+13.05 "H" 30+89.95="H-6" 623+09.67 "H" 29+24.33= MEDIAN CURB TYPE B1-4 6.5'6.5'6.5'6.5'Y=8.1', X1=6', X2=6' C CURB RAMP CASE A (Mod)"A" 422+18 11'11' SAW CUT SAW CUT2%SEE BRIDGE PLANS APPROACH SLAB SEE BRIDGE PLANS APPROACH SLAB CCO 25 CCO 25 CCO 25 CCO 25 CCO 25 CCO 25 CCO 25 CCO 25 CCO 25 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:56:48 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ga003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 310 1 2 3 309 346 3CONC CONC ASPH ASPH CONCCONCASPHASPHCONCASPHCONCASPH HOSKING RD R 172°00'00" T L CURVE DATA 4 2.00'6.00'28.60'234242JAMES N. SIMON 8-12-2016 8ROUTE 99END CURB TYPE B2-6 END SIDEWALK 20' Lt "H6" 635+69.21 CCO 25 Beg CURB TYPE B3-4 END CURB TYPE B1-4 5' Lt "H" 28+27.76 Beg CURB TYPE B3-4 END CURB TYPE B1-4 5' Rt "H" 28+29.95 END CURB TYPE B2-6 END SIDEWALK 48' Rt "H" 28+39.34 Beg CURB TYPE B2-6 Beg SIDEWALK 48' Lt "H" 31+76.36 Beg CURB TYPE B1-4 END CURB TYPE B3-4 5' Lt "H" 31+85.76 Beg CURB TYPE B1-4 END CURB TYPE B3-4 5' Rt "H" 31+87.94 Beg SIDEWALK Beg CURB TYPE B2-6 20' Rt "H3" 310+32.69 ANGLE POINT 310+46.90 20' Rt "H3" TYPE B3-4 MEDIAN CURB CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 32380.99FSHOSKING AVENUE 23 MEDIAN CURB TYPE B1-4 "H" LINE "H3" LI NE"H2" LINECONSTRUCTION DETAILS378.79FS378.21FS377.60FS376.94FS376.23FS375.49FS374.76FS370.89FS369.12FS369.36FS368.59FS367.83FS367.06FS366.29FS363.99FS363.24FS378.79FS378.21FS377.60FS376.94FS376.23FS375.49FS374.72FS373.98FS370.89FS370.12FS369.36FS368.59FS367.83FS367.06FS366.29FS364.76FS363.99FS363.24FS377.80FL377.22FL376.61FL375.95FL375.24FL374.50FL373.73FL372.97FL371.66FS372.52FS373.29FS369.13FL368.37FL366.84FL366.07FL365.30FL363.77FL363.00FL362.25FL377.80FL377.22FL376.61FL375.24FL374.50FL373.73FL372.97FL372.20FL371.43FL370.67FL369.90FL369.13FL368.37FL367.60FL366.84FL366.07FL364.69FL363.99FL363.28FL362.58FL361.88FL361.22FL374.08FS372.20FL"H1" LINE 365.30FL364.54FL364.77FL363.00FL370.55FS370.28FS370.51FS371.09FS371.60FS371.64FS370.57FS371.60FS370.84FS370.07FS371.89FS372.07FS 365.53FS364.54FL364.75FL13 20 22 21 18 L48'48'48' 62.80'Rt "H" 36+23.70 C CURB RAMP CASE A61.30' Rt "H" 35+55.15 L L 27.37' Rt "H1" 118+73.20 L 4' Lt "H1" 118+67.07 5' Lt "H" 34+69.86BC5' Rt "H" 35+24.30 BCR 375.65FS5' Rt "H" 35+89.73 5' Lt "H" 35+87.17 BCR BCR371.66FS5' Rt "H" 38+71.99 Beg MEDIAN TAPER /4 /4 /4 /4 98' Rt "H" 36+53.15 49.46' Rt "H" 35+53.68 372.13FL"H2" 222+74.27 "H" 35+59.15= /2 (SEE SHEET C-6) C CURB RAMP CASE C (Mod) 27.49' Rt "H1" 118+77.20 END CURB TYPE B2-6 END CURB TYPE B1-6 Angle CURB TYPE B1-6 4' Lt "H1" 118+79.07 43'48'Beg CURB TAPER 48' Rt "H" 38+71.5643'43'10'VarC-4 17.40' Lt "H2" 222+01.97 372.41 BW 48' Lt "H" 38+80.83 BCR 48.00' Rt "H" 35+50.15 48' Rt "H" 36+63.15 3019.73'306.00'363.33FS362.36FLR/W R /W 2%2%BCR Beg CURB TYPE B1-6 19365.56FS12.59' Lt "H1" 118+78.27370.07FLSCALE 1"=20'SEE SHEET C-3STA "H" 33+50.00MATCH LINESEE SHEET C-5STA "H" 39+00.00MATCH LINE1.05' Rt "H" 35+24.73EC, ECRECRECR3.79' Rt "H" 35+87.892.21' Rt "H" 35+85.3336 2 .40FL372.05FS371.97FSECR 4' Rt "H1" 117+58.25 52' Lt "H" 38+81.02= SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, W=4', Y=7.9', X1=6', X2=6' C CURB RAMP CASE A (Mod) END CURB TYPE B2-6 END SIDEWALK BCR 44.00' Rt "H2" 221+66.27 Beg CURB TYPE B1-6 END CURB TYPE B2-6 ECR 4.00' Lt "H2" 222+21.27 53' Rt "H" 35+55.15=5'5'10'5'5'48'43'MEDIAN CURB TYPE B1-4 FOR DETAIL SEE SHT C-6, DETAIL 2 MAINTENANCE VEHICLE PULLOUT 368.74 FL ECR Beg CURB TYPE B2-6 Beg SIDEWALK 50.03' Rt "H2" 221+92.49 (SEE SHEET C-6, DETAIL 2) C CURB RAMP CASE A 6.5'6.5'6.5'6.5'6.5'365.53FSEND CURB TYPE B1-6 END SIDEWALK 4' Lt "H2" 222+01.97 72.30' Rt "H" 35+55.15= 13 21 17 371.06RFI 25370.51RFI 25 Lt 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:58:09 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ga004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 22 3 4 35 6 7 8 8 9 120 12 DIKE DIKE DIRT CONCR 12°34'41" T L 20 21 CURVE DATA 23 17 18 167°25'16" 66°53'01"2.33' 2.00' 5.00'90°00'00"5.00'7.85' 60.00'88°05'25"58.03'92.25' 252.00'55.32' 2.00' 27.77' 19 2.00'6.10' 22 2.00'113°06'59"3.95' 1.32' 3.03' 43.32' 18.15'5.84' CCO 25 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON 33364.76FS367.60FL2%2%375.95FLHOSKING AVENUE "H" LINE CONSTRUCTION DETAILS362.53FS361.85FS361.20FS360.59FS360.01FS359.46FS358.94FS358.46FS358.05FS362.52FS361.83FS361.17FS360.55FS359.97FS359.42FS361.53FL360.84FL360.18FL359.56FL358.98FL358.43FL354.55FL354.42FL354.33FL354.26FL354.18FL358.20FL357.76FL357.35FL356.97FL359.42FL359.99FL360.58FL358.68FL"H1" LINE 24 25 27 C-5 5' Lt "H" 39+71.58 Beg MEDIAN TAPER 3019.73'50.95' Lt "H" 41+18.83Beg CURB TAPERBeg "H1" RAMP61'73'R/W R/W2%2%2%2'SEE SHEET C-4STA "H" 39+00.00MATCH LINE43' & VarSCALE: 1"=20' SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA,5'CITY OF BAKERSFIELD R/W CITY OF BAKERSFIELD R/W358.90FS358.43FS357.99FS357.60FS357.23FS357.92FL357.04FL356.65FL356.29FL355.97FL355.65FL356.63FSEC 7.09' Lt "H" 42+41.66 BC354.97FL354.71FL356.45FS356.30FS356.14FS356.01FS355.92FS355.85FS355.77FS355.40FS355.33FS12'355.25FS354.37FL354.45FL354.52FL354.61FL38'52'355.49FS354.74FL355.62FS354.90FLEND CURB TAPER 52' Lt "H" 42+71.17355.09FL356.01FS355.78FS355.31FL356.28FS355.57FL356.56FS356.87FS255.88FL357.22FS35 6.2 3 F L357.60FS356.61FL356.70FL7.96' Rt "H" 41+80.74 END MEDIAN TAPER BC 61' Rt "H" 42+71.66BCEND TAPEREC355.30FLEND TAPEREC9.96' Lt "H" 42+19.70 14' Lt "H" 42+71.66 Beg LEFT SHOULDER TAPER END MEDIAN TAPER END LEFT SHOULDER TAPER356.52FS12' Lt "H" 42+71.66 EC 26356.89FSBeg BAY TAPER END BAY TAPER 50.83' Rt "H" 42+11.6657.06' Rt "H" 42+41.666.5'31.46'18°33'37"97.11' 94.90'18°25'56"30.53' 11°36'36"30.21' 08°30'32"30.29'27 203.93' 149.10' 15.87' 15.40' 15.16' 15.17'ANGLE POINT52.97' Lt "H" 42+19.81ANGLE POINT47.72' Rt "H" 41+81.66ANGLE POINT51.47' Rt "H" 40+45.046.5' TYP6.5' TYP6.5' TYP(BY OTHERS)WIDENING PROJECTJOIN HOSKING AVENUETYPE B2-6END CURB AND GUTTEREND SIDEWALK,"H" 44+00.00355.89FL358.01FL355.48FL355.06FL354.73FL43'355.35FL2%MEDIAN CURB TYPE B1-4 15' 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:59:27 AM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ga005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 ASPH40 1 2 3 7 R T L 24 25 CURVE DATA 26 JAMES N. SIMON 8-12-2016 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATEBC TYPE B1-4 END MEDIAN CURB 12' Lt "H" 44+00.00 14' Lt "H" 44+00.00 CC0 25 CCO 25CCO 25CCO 2534357.47FL2.94' Rt "H" 42+11.66 HOSKING AVENUE R=5' TYPE B1-6 CURB R=45' TYPE B1-6 CURB RETAINING CURB R=5' GUTTER CURB AND TYPE B2-6 ES GUTTER CURB AND TYPE B2-6 RETAINING CURB B1-6 "H2" "H5" A A A A CONSTRUCTION DETAILS C-6 SCALE AS NOTED41.3'14.2'10.0'SCALE: 1"=10' L L 66.0' SCALE: 1"=10' MAINTENANCE VEHICLE PULLOUT PLANMAINTENANCE VEHICLE PULLOUT PLAN R=50' DETAIL 1 DETAIL 2 6" CF 0" CF 0" CF 6" CF 6" C F 6" C F 0" C F 0" C F 6" C F3.44%3.04%0" CF 0" CF 6" CF 4'6" CF TRANSITION5' CURB6" CF ES 20'60'15'15' 15' 20'15'13.40'C CURB RAMP CASE A (Mod) C CURB RAMP CASE A (Mod)1.5%6.5' 1.5% 4.2'4.2'4.2'4.4'1.5%6.5' 1.5%9'5.6'3.9' 5.6' 5.8'5.6' 10' W=8' "H6" LINES RAMPS AT "H1", "H3" ANDSIDEWALKCURB AND GUTTER TYPE B2-6 L 0" CF GUTTER FLOW LINE 0" CF 6" CF CROSSWALK CURB RAMP (CASE C Mod) 0" RCF 6" RCF 6" RCF 6" RCF SCALE: 1"=5' 0" RCF Max 7.5%Max1.5%35 5' CURB TRANSITION FOR TYPE B1-6 RETAINING CURB TYPE B1-6 RETAINING CURB 55.5'41.6'55.0'TRANSITION5' CURBC CURB RAMP STA WARNING SURFACE UNLESS NOTED OTHERWISE. ALL CURB RAMPS SHALL HAVE A DETECTABLE1. NOTE: FG HMAES SECTION A-A Var 0.33'CLASS 2 AB0.50Var 6'RETAINING CURB B1-6 Approx 5% Var CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>12:52:40 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ga006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 JAMES N. SIMON 8-12-2016HOSKING AVENUEHOSKING AVENUE "A" LINE8'10'8'N 06°38'44"W N11°30'52"WANGLE POINT69' Lt "A" 403+35.46C-759' Rt "A" 405+86.00"H2" 205+86.00=(354.11)FS(354.09)FS(354.09)FS(354.05)FS(354.13)FS(3 5 4 .3 6 )FS(354.33)FS (354.29)FS(354.26)FS(354.20)FS(354.19)FS(354.18)FS(354.11)FS(354.08)FS(354.06)FS(354.05)FS(354.01)FS(354.01)FS(354.00)FS(354.01)FS(354.00)FS(353.93)FS(353.94)FS(353.88)FS(353.77)FS(353.75)FS(353.70)FS(353.11)FS(354.16)FS(354.35)FS(353.46)FS353.54FS354.02FS354.00FS353.97FS353.62FS353.60FS353.97FS353.54FS353.94FS353.49FS353.89FS353.49FS353.89FS353.51FS353.91FS353.51FS353.91FS353.51FS353.91FS353.94FS353.55FS353.57FS353.97FS353.64FS354.04FS353.63FS354.03FS353.73FS354.13FS353.25FS353.32FS353.80FS353.36FS353.84FS353.53FS353.53FS353.93FS353.95FS353.63FS354.03FS353.63FS354.03FS353.68FS354.08FS353.70FS354.10FS353.64FS354.04FS353.75FS 354.15FS353.18FS353.69FS353.23FS353.74FS(353.83)FS353.89FS(354.07)FS354.05FS(354.13)FS353.49FS353.57FS353.57FS(354.18)FS353.75FS353.93FS353.55FS353.54FS353.95FS"H2" LINE10'(354.07)FSANGLE POINT 69' Rt "A" 404+65.63N12°39'37"W 353.75FS 354.15FS R/W R/W SEE SHEET C-8"A" STA 407+60.00MATCH LINESCALE: 1"=20' SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA,JOIN EXISTIG"A" 404+39.00JOIN EXISTINGBEGIN CONSTRUCTION"A" 402+27+00(XXX.XX) - EXISTING ELEVATION TO JOIN LEGEND: CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>12:54:00 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ga007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 6 7 2 3 4 405 6 7 CHAIN LINK FENCE REMOVE EXISTING SAWCUT 06-0C9304 JAMES N. SIMON 8-12-2016 CONSTRUCTION DETAILS 36 ROUTE 99 H2 RAMP H2 RAMP (355.17)FS(355.10)FS(3 5 5 .1 3 )FS(355.1 2 )FS (355.14)FS"H4" LINE H4 RAMP353.76FS353.16FS353.81FS353.21FS353.77FS353.17FS353.79FS354.19FS(3 5 5 .0 6 )F S "A" LINE N11°30'52"W N 06°38'44"W "H2" LINE 8'N12°39'37"W N12°39'37"W SAWCUT 3 5 5 .0 8 F S 355.09FS3 55.1 1F S 355.11FS (354.39)FS(354.17)FS(354.39)FS(354.48)FS355.12FSR/W R/WSEE SHEET C-7"A" STA 407+60.00MATCH LINESEE SHEET C-9"A" STA 413+20.00MATCH LINE8' SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, CHAIN LINK FENCE REMOVE EXISTING 59' Lt "A"408+27.00"H4" 408+27.00=RAMP H6 JOIN EDGE OF TRAVELWAY59' Lt "A" 412+27.00(XXX.XX) - EXISTING ELEVATION TO JOIN LEGEND: 37 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304ASPHCONCCONC06Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>12:55:39 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ga008.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 8 9 3 214109 8 9 410 1 2 3 JAMES N. SIMON 8-12-2016 CONSTRUCTION DETAILS C-8 SCALE: 1"=20' ROUTE 99 H2 RAMP N11°30'52"W N12°39'37"W "A" LINE SAWCUT "H6" 618+27.00=59' Lt "A" 418+27.00ROUTE 998'(355.72)FS(355.73)FS(355.71)FS(355.67)FS(355.71)FS(355.69)FS(355.65)FS(355.58)FS(355.58)FS(355.52)FS(355.45)FS(355.47)FS(355.43)FS(355.41)FS(355.39)FS(355.36)FS(355.31)FS(355.27)FS(355.24)FS (355.46)FS(355.73)FS355.14FS355.16FS355.17FS354.88FS355.28FS354.90FS355.30FS355.33FS35.94FS35.93FS355.33FS355.00FS355.40FS355.02FS355.42FS355.11FS355.51FS355.10FS355.50FS355.08FS355.48FS354.84FS355.24FS355.31FS354.96FS355.36FS355.02FS355.06FS355.46FS355.08FS355.48FS355.03FS355.43FS355.09FS355.49FS355.10FS355.50FS355.06FS355.13FS355.53FS(355.56)FS355.20FS35.91FS35.93FS355.34FS355.46FS"H6" LINE N12°39'37"W H6 RAMP(355.63)FSH4 RAMP 355.42FS"H4" LINE N15°52'38"W (355.21)FS(355.18)FSR/W SEE SHEET C-8"A" STA 413+20.00MATCH LINE SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, LEGEND: (XXX.XX) - EXISTING ELEVATION TO JOIN 38 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304SR-99SR-99FPFPFPFPFPFP06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>12:57:18 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ga009.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 8 6 415 4 7 4 415 6 7 8 JAMES N. SIMON 8-12-2016 CONSTRUCTION DETAILS C-9 SCALE: 1"=20' "H3" LINE N11°31'13"W ROUTE 99 "A" LINE N15°51'30"W H1 RAMP"H1" LINE H3 RAMP59' Rt "A" 429+00.00 "H3"329+00.00 =(357.01)FS356.37FS356.78FS(357.06)FS356.84FS356.43FS(357.10)FS356.88FS356.48FS(357.17)FS356.89FS356.49FS(357.12)FS356.92FS356.52FS(357.10)FS(357.22)FS(357.36)FS(357.35)FS(357.39)FS(357.40)FS(357.41)FS(357.47)FS(357.48)FS(357.51)FS(357.57)FS(357.65)FS(357.26)FS(357.27)FS(357.30)FS(3 5 7 .6 9 )F S(357.74)FS356.98FS356.58FS357.04FS356.64FS357.08FS356.68FS357.11FS356.71FS357.15FS356.75FS357.20FS356.80FS357.23FS356.83FS357.26FS356.86FS357.27FS356.87FS357.28FS356.88FS357.33FS356.93FS357.37FS356.97FS357.40FS357.00FS357.46FS357.06FS357.55FS357.15FS357.61FS357.21FS357.67FS357.27FS357.71FS357.31FSSAWCUT 8'(357.77)FSR/W 299.94' 600.00'SEE SHEET C-11"A" STA 433+60.00MATCH LINESCALE: 1"=20' SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, LEGEND: (XXX.XX) - EXISTING ELEVATION TO JOIN 39 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>12:58:45 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ga010.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 3 2 130 9 8 98 1 8 9 430 1 2 3 JAMES N. SIMON 8-12-2016 CONSTRUCTION DETAILS C-10 N12°39'58"W N15°51'30"W SAWCUT H1 RAMP "H1" LINE (358.64)FS358.01FS358.41FS(358.65)FSN11°31'13"W ROUTE 99 "A" LINE(357.79)FS(357.80)FS(357.79)FS(357.81)FS(357.82)FS(357.84)FS357.74FS357.34FS357.76FS357.36FS357.36FS357.78FS357.38FS3 5 7 .6 1 F S 3 5 7 .8 1 F S 3 5 7 .8 4 F S 3 5 7 .4 4 F S (357.85)FSJOINT EDGE OF TRAVELWAY 59' Rt "A" 435+00.00 ROUTE 99 N11°31'13"W "A" LINE (358.68)FS(358.70)FS (358.72)FS(358.75)FSH1 RAMP 59' Rt "A" 441+82.00358.02FS358.43FS358.05FS358.46FS358.08FS358.49FS358.11FS358.52FS358.13FS358.55FS358.20FS358.62FSN12°39'58"W8'10'357.76FS8'SAWCUT (358.83)FSH5 RAMP "H1" LINE H5 RAMP"H5" LINE 8'10'12'SAWCUTSAWCUT10'864.81' 600.00' 600.06'300.06' R/W R/W R/WSEE SHEET C-10"A" STA 433+60.00MATCH LINESEE SHEET C-12"A" STA 443+20.00MATCH LINE SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SCALE: 1"=20'"H1" 141+82.00 =ES ANGLE POINT 69' Rt "A" 434+00.18 (XXX.XX) - EXISTING ELEVATION TO JOIN LEGEND: 40 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304ASPHCONCCONC06Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>12:59:55 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ga011.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 6 6 135 4 4 435 6 1 1 2 3 535 JAMES N. SIMON 8-12-2016 CONSTRUCTION DETAILS C-11 SAWCUT ROUTE 99 N11°31'13"W "A" LINE(359.01)FS(358.94)FS(358.86)FS(358.89)FS(358.91)FS358.25FS 358.72FS N12°39'58"W 358.68FS (359.06)FS(359.08)FS(359.05)FS(359.11)FS(359.13)FS(359.16)FS(359.15)FS(359.18)FS(359.19)FS(359.22)FS(359.27)FS(359.27)FS(359.30)FS(359.34)FS(359.39)FS(359.43)FS358.29FS358.75FS358.32FS358.78FS358.35FS358.84FS358.90FS358.92FS358.94FS358.96FS359.00FS359.04FS359.07FS359.09FS359.11FS359.13FS359.17FS359.42FS358.40FS358.46FS358.48FS358.49FS358.51FS358.54FS358.58FS358.60FS358.62FS358.64FS358.66FS358.69FS358.73FS358.75FS358.78FS358.81FS(359.04)FS(359.48)FS358.87FS358.92FS358.98FS359.30FS359.26FS359.23FS359.36FS359.21FSR/W R/W 600.06'SEE SHEET C-11"A" Sta 443+20.00MATCH LINESCALE: 1"=20' SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA,ES ANGLE POINT 69' Rt "A" 446+82.25JOIN EXISTING59' RT "A" 447+82.18(XXX.XX) - EXISTING ELEVATION TO JOIN LEGEND:CONCASPHCONCCONCSR-99SR-9906 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:01:26 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ga012.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 4 445 6 7 810'12'SAWCUT 8'10'41 CONSTRUCTION DETAILS C-12 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-2016 Shld WIDTH VARIES AS SHOWN ON PLANS CONSTRUCTION DETAILS C-13 CONCRETE CURB WIDTH VARIES AS SHOWN ON PLANS CONCRETE CURB SECTION C-C CITY STREETCITY STREET NO SCALE (STEEL MESH) MW9 x MW9 6"x6" 0.20' Cl 2 AB 0.33' PCC PATTERN STAMPED STONE 2' FINISH BROOM Shld PATTERN STAMPED STONE 2' FINISH BROOM 0.20' Cl 2 AB 0.33' PCC PATTERN STAMPED STONE (STEEL MESH) MW9 x MW9 6"x6"32"‚" DEEP JOINTS 36" TEXTURE FRACTURED ROCK STAMPED STONE PATTERN PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . BROOM FINISH PCC GORE AREA OG 2"2"1"2' 0.33' PCC 0.20' Cl 2 AB CSTATION PER PLAN(Typ)(Typ)(Typ)SEE PLAN 12'TO 15'AB PULLOUT LMAINTENANCE VEHICLESEE PLAN 12'TO 15'Min FG DETAIL 4 MAINTENANCE VEHICLE PULLOUT PLAN TYPICAL 2' SECTION D-DVar.45'20'20' Var.CLASS 2 AB0.67'0.33'2%-5%HMAJOIN ES JOIN ES HMA 2' MinFINISH BROOM 2' SECTION A-A CONCRETE CURB Shld Shld ON HOSKING MINOR CONCRETE (TEXTURED PAVING) PLAN ALONG ROUTE 99 & RAMPS MINOR CONCRETE (TEXTURED PAVING) PLAN 6" x 6" MW9 x MW9 (Steel Mesh) PATTERN STAMPED STONE B B SECTION B-B A A C C D D TO MATCH THE APPROVED TEST PANEL. SURFACE AREA IN A UNIFORMLY RANDOM PATTERN HARDNER MUST COVER 50% OF THE EXPOSED 4. FOR DRY-SHAKE METHOD THE SURFACE COLOR No. 20152 OF FED-STD-595. 3. THE DRY-SHAKE COLOR MUST MATCH COLOR OF FED-STD-595. THE COLOR MUST MATCH COLOR No. 33522 CONCRETE MUST COMPLY WITH ASTM C 979. 2. COLOR PIGMENTS FOR INTEGRALLY COLORED PIGMENTED CONCRETE AND BY APPLYING DRY-SHAKE. 1. COLOR CONCRETE BY USING INTEGRALLY NOTES: 42 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:02:54 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ga013.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 JAMES N. SIMON 8-12-2016 1 C-14 NO SCALE The number of tie bars and transverse bars placed depend Place longitudinal bars in the same horizontal plane as existing longitudinal bars (not shown). Place transverse bars and tie bars in the same horizontal plane 1. 2. 3. 4. 5.Transverse bars must extend beyond the outer longitudinal bars. 7. See project plans for D. 6. as existing transverse bars and intermediate tie bars (not shown). spacing as the existing reinforcement bars. For typical spacing, see Standard Plan P4. For reinforcement bars in full-depth repair, match the same 1, 2, 4 AND 5 #6 TS BAR, SEE NOTES D, SEE NOTE 7 #6 Longit BARS, SEE NOTES 1 AND 3 Exist INTERMEDIATE NOTES 2, 4 AND 6 #6 TIE BAR, SEE Longit Const Jt 1'-0"2'-2" CONFORM Min 1'-6" TS BARS Min 6'-0" 1•" ±•" Partial-depth saw cut Full-depth saw cut Exist CRCPSEE NOTES 2, 4 AND 6 #6 TIE BARS, AND 3 SEE NOTES 1 #6 Longit BARS, Exist INTERMEDIATE BARS Exist TS Longit Jt Exist BARS Exist Longit 1, 2, 4 AND 5 #6 TS BARS, SEE NOTES Jt Exist Longit Exist CRCPSEE NOTES 1 AND 3 #6 Longit BARS NOTES 1, 2, 4 AND 5 #6 TS BARS, SEE‚" WIDTH CRACK Jt OR LESS THAN Exist TS Const Jt Exist Longit 4 AND 6 SEE NOTES 2, #6 TIE BARS 2' Typ 2' Typ Exist INTERMEDIATE TS BARS Exist TS BARS1'-3"1'-3" ±•" 2'-2" ±•"2'-2" ±•" ±•" x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST ATEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:06:58 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ga014a.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Exist CRCP For tie bars, drill and bond in holes ‡" to 1" diameter. CONSTRUCTION DETAILS FULL- DEPTH REPAIR WITH RAPID STRENGTH CONCRETE CONTINUOUSLY REINFORCED CONCRETE PAVEMENT - TS BARS D, SEE NOTE 7 Exist Longit BAR CONFORM#6 Longit BARS, SEE NOTES 1 AND 3 Exist BASE NOTES 2, 4 AND 6 #6 TIE BARS, SEE NOTES 1, 2, 4 AND 5 #6 TS BARS, SEE LAP LENGTH Typ 12 CONFORMJt OR LESS THAN Exist TS Const ‚" WIDTH CRACK CRCP Exist 12 1 Exist CRCP 1" ±•" Typ Exist Longit BAR Exist TS BAR Exist Longit BARS Exist Longit Jt Exist Longit BARS LANELANEExist CRCPMEDIAN ShldExist Conc MEDIAN BARRIER 06 KER 99 18.0/19.2 42a Exist Conc MEDIAN BARRIER 10-09-15 SCOTT A. NEFF C52992 12/31/16 C C CC SECTION C-C 2'-2" LENGTH LAP PARTIAL DEPTH SAWCUT Exist #5 BARS#5 BARS SEE NOTE 8 SEE NOTE 8 CROSS SLOPE MATCH Exist MEDIAN BARRIER Exist Conc 8. to the existing concrete barrier. shoulder repair along the longitudinal construction joint adjacent within 6" of the toe of barrier. Section B-B applies to CRCP adjacent to CRCP shoulder removal, a full depth sawcut is required Where existing concrete median barrier is to be protected in place BARRIER REPLACEMENT PROPOSED Conc MEDIAN on FDR length. FDR FDR FDR = Full-Depth Repair FDR ADDITIONAL SHEET CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 CCO 33 8-12-2016 JAMES N. SIMON NOTES: B B SECTION B-B PLAN AA ABBREVIATION: LEGENDS: B B SECTION A-A 353.42' FL +45.13 MATCH TO EXISTING 20.00'Rt 13+45.13 354.55' +25.00 353.52' F L +25.00 353.77' F L +75.00 354.02' F L +25.00 354.29' FL +75.00 MONUMENTSURVEY 353.65' F L +00.00 3 5 4.1 5' F L + 0 0.0 0 MATCH TO EXISTING 20.00'Lt 13+45.13 354.64' FL 20.00' Lt 11+40.86 EC 355.17' 11+40.86 EC 204.27' 354.89' FL 20.00' Lt 11+25.00 20'20' 21 209 C-15 40.00' 25.88'17.00'16.19' 35.63'58.21' 87°12'33" Var Var STA 10+95.59 to 11+56.97 SILVER DOLLAR WAY NTS SILVER DOLLAR WAY N84°11'34"E 355.38' FL 21.00' Lt 10+95.59 "SDW" LINE N0°48'25"E3019.73' 3 3 20.00'83°23'09"17.81'29.11' "H" 20+16.92 "SDW" 10+00.00 = 356.13' FL 21.00' Rt 10+95.59 PCC 355.25' FL 26.42' Rt 11+25.00 FLATTER 4:1 OR FLATTER 4:1 OR 353.95' +45.13 355.99' FL 21.28' Rt 11+00.00 10' TRANSITIONTOTAL (THIS SHEET) No. SHEET (CURB & GUTTER)MINOR CONCRETELTR CURVE DATA 1 2 2 1 20'20' 2.00%2.00% LINE "SDW" FLATTER 4:1 OR GUTTER PER BAKERSFIELD ST-1(TYPE B) CONSTRUCT CURB & 11 11 0.7' CLASS 2 AB 0.3' HMA (TYPE A) FLATTER 4:1 OR OG OG TYPE B2-6 12 12 11 0.3' HMA (TYPE A) 12 Var 20' TO 30'2'2' 2'2' TYPE B CURB & GUTTER CITY OF BAKERSFIELD GUTTER TRANSITION DETAIL SILVER DOLLAR WAY NTS 83°23'09" 261 204 204261 TO 30' 20' VAR 8/12/15 355.62' 11+11.76 BC 355.93' FG 10+95.59 354.50' FL 20.00' Rt 11+56.97 EC STA 11+56.97 to 13+45.13 355.84' +00.00 355.06' +50.00 354.82' +75.00 Var 20' TO 21' LINE "SDW" GUTTER PER BAKERSFIELD ST-1 (TYPE B) CONSTRUCT CURB & 354.68' +00.00 354.64' FL 21.50' Rt 11+50.00 111.76'220 220 3' HP 3' HP 3' HP 3' HP EA 3 3 354.43' +50.00 29 29 59 59 ADDITIONAL SHEET 42b 21 209 1013 12 CONSTRUCTION DETAILS STRUCTURAL SECTION NOTES 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PARSONS PASADENA, CA 91124 100 WEST WALNUT STREET "H" LINE HOSKING AVENUE C-15 AGGREGATE BASECLASS 2CY TON CY ROADWAY QUANTITIES HMA (TYPE A)EXCAVATIONROADCY EMBANKMENT(N)CY C52992 12/31/16 SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:09:30 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ga015a.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 NEFF SCOTT TO 21' 20' VAR STATION 13+45.13 "SDW" 10+95.59 TO 353.90' FL +50.00 354.05' +25.00 354.30' +75.00 CITY OF BAKERSFIELD ST-22 HORIZONTAL CONTROL POINT - INSTALL SURVEY MONUMENT PER CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE CCO 26 + 354.29' F L +75.00 354.15' F L +00.00 354.02' F L +25.00 353.90' F L +50.00 354.54' F L +50.00 355.12' FL 20.00' Lt 11+11.76 BC 355.33' FL 20.77' Lt 11+00.00 353.77' F L +75.00 O6-0C9304 JAMES N. SIMON 8-12-2016 +++++ +++++ +++++ ++ ++++++ ++++++++ 354.18' +00.00 353.42' F L +45.13 353.52' F L +25.00 353.65' F L +00.00 + + 355.40' +25.00 + Shld WIDTH VARIES AS SHOWN ON PLANS CONSTRUCTION DETAILS NO SCALE (STEEL MESH) MW9 x MW9 6"x6" 0.20' Cl 2 AB 0.33' PCC PATTERN STAMPED STONE 2' FINISH BROOM Shld PATTERN STAMPED STONE 2' FINISH BROOM . . . . . BROOM FINISH PCC GORE AREA 2' FINISH BROOM 2' SECTION A-A Shld Shld 6" x 6" MW9 x MW9 (Steel Mesh) B B SECTION B-B A A TYPE D-4 CURB TYPE D-4 CURB C-16 . . . .4"TYPE D-4 CURB BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PARSONS PASADENA, CA 91124 100 WEST WALNUT STREET CITY OF BAKERSFIELD 06 Ker 99 18.0/19.2 NEFF SCOTT C52992 12/31/16 11/13/15 11/13/15 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:11:20 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R11-13-15USERNAME =>p0094194 DGN FILE =>060C930ga016a.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 R=1" 6"2"TYPE D-4 CURB "H4" 414+12 TO 415+83 MINOR CONCRETE (TEXTURED PAVING) PLAN SCOTT NEFFSCESANSAN11/13/15RFI 55CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE O6-0C9304 ADDITIONAL SHEET 42cRFI 55 0.33' PCC 0.20' Cl 2 AB JAMES N. SIMON 8-12-2016 SECTION B-BSECTION A-A A A CCBBVar- 2: 1 1' Min 5' Var FLOW ES DIKE TOP OFPOINT LOW R=1' 370 SAWCUT OG OG HMA SAWCUT OG Var 7.9'-1' D D SECTION D-D OG DIKE TOP OF SAWCUT SECTION A-A RSP TRANSITION PLAN DITCH EARTHEN DITCH HMA DETAIL SEE RSP TRANSITION PLACE RSP Beg RSP TRANSITION END EARTHEN DITCH 35.88' Lt "H6" 622+48.79 BC 26.36' Lt "H6" 623+17.18 EC 28.31' Lt "H6" 623+17.45 LEGEND: FABRIC FILTER CLASS I RIPRAP CLASS I RIPRAP 3/31/16 C52992 12/31/16 NEFF SCOTT Elev 354.76 30.76' Lt "H6" 623+75.00 Elev 354.27 33.35' Lt "H6" 623+25.00 Elev 354.52 32.15' Lt "H6" 623+50.00 AP Elev 354.00 34.46' Lt "H6" 622+97.67 END RSP TRANSITION BEG HMA V-DITCH Elev 353.53 35.75' Lt "H6" 622+50.82 S=1.0% S=0.45% Beg EARTHEN DITCH Elev 353.00 40.53'' Lt "H6" 621+31.57 TO DRAIN GRADE Beg REMOVE TYPE E DIKE Elev (354.69 +/-) 26.30' Lt "H6" 623+15.65 END HMA DITCH END REMOVE TYPE E DIKE Elev (355.01 +/-) 29.11' Lt "H6" 624+00.00 Elev (352.30 +/-) 40.78'' Lt "H6" 621+16.57 CONSTRUCTION DETAILS C-17 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE O6-0C9304 NO SCALE 42d ADDITIONAL SHEET 06 Ker 99 18.0/19.2 PASADENA, CA 91124 100 WEST WALNUT STREET PARSONSCITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE A A 8-12-2016 JAMES N. SIMON CCO 44 Min 4" Min 4" Min 4"3"2:14:1 Min 2' 2:12:13" PLAN ES LINEVALLEYFLOW 360 360 Min 4" 3" SECTION C-C ES 2:1 v a r1'Var 0'-9' x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:12:56 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ga017a.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 Min 2' 2:12:1 4 DI b 1'1'2'1'1'4"4"2'5"1'5"1' 5"1'5"1' CALIFORNIA STATE OF DEPARTMENT OF TRANSPORTATION ENGINEERING SERVICES DIVISION OF X X X X APPROVAL DATE NO. FILE The State of California or its officers or agents shall not be responsible for the accuracy or 06 99 X ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 STANDARD DRAWING BRIDGE NO. POST MILE 060C930ga018a.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>2:02:06 PM1/9/2018USERNAME =>p0094194SHEET OF DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILEGITERDPROFSS NL E N G I NERST A TEOF CAL FORNIA REGISTERED CIVIL ENGINEER TOTAL PROJECT SHEETS POST MILES DATE No. UNIT: PROJECT NUMBER & PHASE: X CONTRACT NO.: REVISION DATES EARLIER REVISION DATES DISREGARD PRINTS BEARING XX DS OSD 2147A (ENGLISH STANDARD DRAWING "XS" BORDER REV. (02-02-11) completeness of scanned copies of this plan sheet. > xs8-050 NO SCALE DECK JOINT WIDTH OPEN JOINT TO MATCH 3"1"2"3"DIRECTION OF TRAFFIC DETAIL A DETAIL C NO SCALE NO SCALE6"8"Typ „"Max GAPPLAN SKEW 20° PLAN SKEW 20°< Max, STAGGERED WITH INSERT ASSEMBLIES @ • 12 •" X 2" FLAT HEAD CAP SCREWS DIRECTION OF TRAFFICDECK JOINT WIDTHOPEN JOINT TO MATCH 1 2 R = „"„"Max, STAGGERED ASSEMBLIES @ • 12 SCREWS WITH INSERT •" X 2" FLAT HEAD CAP Typ1" DETAIL B NO SCALE „"Max GAPTyp1" TOP OF DECK „"Max GAPNO SCALE BARRIER CONCRETE DECK TOP OF SEE "DETAIL B" DECK TOP OF SECTION B-B NOTES: 1. 2. 3. ELEVATION A A NO SCALE SEE "DETAIL A" JOINT WIDTH MATCH DECK OPEN JOINT TO BARRIER TOP OF SIDEWALK TOP OF DECK TOP OF ELEVATION NO SCALE SEE "DETAIL A" JOINT WIDTH MATCH DECK OPEN JOINT TO DECK TOP OF CURB TOP OF FENCE CHAIN LINK FENCE CHAIN LINK Barrier not shown for clarity NOTE: TOP OF BARRIER OR CURB TOP OF SIDEWALK OR DECK PLATE STEEL CHECKERED …" X 18" STEEL PLATE TAPER EDGE OF OR DECK TOP OF SIDEWALK PLATE STEEL CHECKERED …" X 18" TOP OF BARRIER OR CURB B B CURB July 2014 7-21-14 Architectural treatment not shown Plates to be galvanized. not shown for clarity. Utility openings and expansion joints ADDITIONAL SHEET 06-0C9304 JAMES N. SIMON 8-12-2016 42e CCO 44 C-18 CONSTRUCTION DETAILS Ker 18.0/19.2 CIVILRSEEIO AEI NO SCALE 3" 1•" 1•" 3" 1" NO SCALE SECTION A-A SEE "DETAIL C" SEE "DETAIL B"STEEL Â CHECKERED STEEL Â CHECKERED JOINT ARMOR FOR PEDESTRIAN WALKWAYS CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 3/31/16 NEFF SCOTT C52992 12/31/16 2"8" ROLL FIBERTEMPORARY FENCE SILTTEMPORARY BINDER SOILTEMPORARYMULCH HYDRAULICTEMPORARYLF LF LF SQYD Line) ("H3" On-Ramp NB Within Contained AreaLandscaped 2,215 553 7,990 Line) ("H6" On-Ramp SB Within Contained AreaLandscaped 2,022 529 80 8,290 Line) ("A" 99 Route and Line), ("H3" On-Ramp NB Line), ("H2" Off-Ramp NB Within Contained AreaLandscaped 2,181 2,294 330 19,818 Line) ("A" 99 Route and Line), ("H6" On-Ramp SB Line), ("H5" Off-Ramp SB Within Contained AreaLandscaped 2,863 2,842 320 19,743 Line) ("A" 99 Route and Line) ("H4" On-Ramp SB Within Contained AreaLandscaped 2,001 510 220 6,947 Line) ("A" 99 Route and Line) ("H1" On-Ramp NB Within Contained AreaLandscaped 2,592 2,101 100 13,278 R/W and Line), ("H" Ave. Hoskings Line), ("H2" Off-Ramp NB Within Contained AreaLandscaped 3,067 5,007 900 17,930 R/W and Line), ("H" Ave. Hoskings Line), ("H1" On-Ramp NB Within Contained AreaLandscaped 2,477 6,429 1,420 15,779 R/W and Line), ("H" Ave. Hoskings Line), ("H4" On-Ramp SB Within Contained AreaLandscaped 1,068 5,944 1,150 12,120 R/W and Line), ("H" Ave. Hoskings Line), ("H5" Off-Ramp SB Within Contained AreaLandscaped 1,834 6,505 1,210 16,821 CONTINGENCY SEASON*RAINY 5,580 8,178 27,900 40,892 5,730 138,718 TEMPORARY WATER POLLUTION CONTROL QUANTITIES LOCATION TOTAL *RAINY SEASON CONTINGENCY ACCOUNTS FOR AN ADDITIONAL 25% REPAIR AND REPLACEMENT SQYD 138,718 16,821 12,120 15,779 17,930 13,278 6,947 19,743 19,818 8,290 7,990 LF 42SR-99 Median ("A" Line)INLET PROTECTIONTEMPORARY DRAINAGE42 DAM CHECKTEMPORARYCONTROL QUANTITIES TEMPORARY WATER POLLUTION CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-2016 NO SCALE WPCQ-1 4306Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:18:44 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930gd001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 "A" LINE G-1 CONTOUR GRADING THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. R/W R/W ROUTE 99 MATCH LINE SEE SHEET G-2SCALE: 1"=50' TOE OF SLOPE TOE OF SLOPE "H2" RAMP "H4" RAMP TOE OF SLOPE CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 9 400 1 2 3 4 405 6 7 8 9 410 1 2 1 29 410 1 2 6 7 8 9 21035 1.5 350.2 354.1 353.7 351.4 353.8 354.2 353.7 353.7 353.4 354.2 354.4 354.5 354.7 354.9 355.1 355.2 353.1 352.8 352.1 351.6 351.8 351.9 353.2 353.3 353.4 353.3 353.2 353.4 353.1 353.1 353.5 355.2 356.6 356.6 351.9 351.8 351.9 351.9 351.9 351.7 351.7 351.8 351.4 351.7 351.8 352.2 353.7 354.2 351.2 351.4 351.6 351.6 351.4 351.5 351.4 349.3 350.6 350.7 350.8 347.8 347.8 347.8 347.9 347.8 347.9 352.4 354.5 354.7 354.4 354.6 354.9 355.1 355.2 354.4 351.9 356.4 353.2 350350355355355355350355355355355355355355355ASPHCONCCONCPOOLCONCASPHCONCCONCFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPJAMES N. SIMON 8-12-2016 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 6/18/14 6/30/14 ANNIE YU 7/18/14 44 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:21:23 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ha001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010JAMES WEIANNIE YUSCOTT NEFF350 "A" LINE G-2 CONTOUR GRADING THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. R/WR/W ROUTE 99 MATCH LINE SEE SHEET G-3MATCH LINE SEE SHEET G-1SEE SHEET S-5MATCH LINESCALE: 1"=50' TOE OF SLOPE TOE OF SLOPE INFILTRATION BASIN 1 BASIN 2 INFILTRATION "H4" RAMP "H3" RAMP "H2" RAMP TOE OF SLOPE TOE OF SLOPE 45 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304355.7 355.8 355.6 355.5 355.3 355.8 355.8 355.6 355.5 355.3 355.1 355.1 355.1 355.3 355.3 351.9 351.8 352.4 352.4 352.3 352.1 352.2 352.5 352.1 352.1 352.1 352.2 352.4 352.1 352.1 352.1 351.9 352.3 352.5 353.4 353.5 353.1 353.2 353.1 353.2 353.2 353.2 353.4 355.8 356.1 356.5 357.7 357.2 357.4 353.7 353.3 353.1 353.2 353.2 356.5 356.3 356.3 356.4 352.9 353.1 357.4 352.6 352.8 353.1 352.2 352.2 352.1 352.4 352.5 352.4 352.5 352.6 352.4 352.5 352.2 352.6 352.4 352.4 352.5 352.3 352.3 352.4 352.5 352.4 352.4 352.2 352.4 352.4 352.2 352.3 352.4 352.4 352.3 352.4 352.5 352.3 352.3 352.6 352.3 352.4 355355355 356.73 103 SR-99SR-99FPFPFPFPFPFPFPFPFPFPFPFPFPFP4 415 6 7 8 9 420 4 8 6789 320 9 620 1 4 415 6 7 8 420 215 6 7 99 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:25:05 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ha002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 JAMES N. SIMON 8-12-2016 TOE OF SLOPE TOE OF SLOPE 350 350 350 3503503603 6 0 360360 360 SEE SHEET G -6 G-3 CONTOUR GRADING THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY."H" LINE"A" LINE R/W R/WR/W ROUTE 99 MATCH LINE SEE SHEET G-4MATCH LINE SEE SHEET G-2MATCH L INE SEE SHEET G -5MATCH LI NESEE SHEET G-6MATCH LINESCALE: 1"=50' SLOPE TOE OF TOE OF SLOPE INFILTRATION BASIN 4 BASIN 3 INFILTRATION TOE OF SLOPE "H4" RAMP"H5" RAMP "H1" RAMPHOSKING AVENUE"H6" RAMP SLOPE TOE OF SLOPE TOE OF 46 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:26:42 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ha003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 375.5 356.4 356.4 356.1 376.2 376.5 376.2 353.2 352.1 352.4 355.1 355.1 355.4 355.4 354.1 354.3 353.5 353.6 353.5 353.8 353.7 353.8 353.4 353.6 353.6 353.7 353.6 352.9 353.4 353.5 353.6 353.6 353.5 353.6 353.5 355.1 354.7 353.9 353.9 357.4 357.3 357.2 357.5 356.8 356.8 356.9 356.8 356.7 356.6 356.6 356.7 356.8 356.9 356.3 356.3 355.9 354.8 354.9 348.6 354.9 354.7 354.3 354.2 354.2 355.2 353.2 353.1 353.1 353.5 353.4 353.3 353.1 353.1 353.1 352.9 352.9 353.1 353.1 353.1 353.1 353.9 354.6 354.3 353.9 354.1 354.8 354.5 354.7 354.2 354.2 354.5 354.4 354.7 354.9 355.3 354.1 354.3 353.8 354.3 354.4 354.4 354.1 354.1 354.6 354.1 354.1 354.3 354.1 354.6 354.4 354.3 354.5 354.9 354.5 354.6 354.1 358.8 354.6 354.3 354.6 353.7 354.6 374.5 354.3 353.1 352.9 353.1 352.8 352.9 353.3 367.7 353.6 353.8 353.7 353.7 353.7 353.9 353.6 353.6 353.7 353.6 353.6 353.6 353.6 353.6 355355360365370370365360355375355360365370370365360355355355350355355355355355355355355355355340345350355355355355355355 CONCCONCASPHASPHCONCCONCASPHASPHCONCASPHCONCASPHDIKEASPHASPHASPHASPHASPHDIRTASPHHOSKING RDSR-99SR-997891302 3 4 425 6 7 8 9 430 1 2 3102 3 4 325 6 7 8 9 125 6 7 8 9 130 1 2 2 3 625 6 7 89123463562 3 49 530 1 2 4 630JAMES N. SIMON 8-12-2016 350 350 350 350360 360370 SLOPE TOE OF SLOPE TOE OF SLOPE TOE OF ASPH360 360 360 360 360360 3703 7 0 370370 380 "H5" RAMP "H1" RAMP G-4 CONTOUR GRADING THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. R/W R/W MATCH LINE SEE SHEET G-3MATCH LINE SEE SHEET G-7SCALE: 1"=50' TOE OF SLOPE TOE OF SLOPE TOE OF SLOPE TOE OF SLOPE 47 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:28:39 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ha004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/30/14 SCOTT NEFFANNIE YU 355.1 355.1 355.4 355.4 357.6 357.7 354.9 354.9 354.6 357.7 356.5 357.9 357.6 357.2 356.8 355.5 356.8 355.4 356.5 355.8 356.8 356.2 357.4 357.4 356.7 356.6 355.3 358.4 355.1 355.3 354.8 354.6 354.7 354.8 354.9 354.6 355.5 356.7 357.9 357.9 357.8 358.3 358.3 357.8 358.4 358.4 358.7 358.7 358.7 359.2 359.3 358.7 358.3 358.3 358.1 356.1 355.8 356.3 355.6 355.4 357.9 357.8 356.2 355.2 355.3 355.4 355.4 355.2 355.5 355.5 355.5 355.6 355.4 355.6 355.4 355.7 355.8 355.8 355.6 355.4 355.1 354.9 356.1 358.1 358.2 358.2 355.3 357.6 356.4 3553553553553553553553 5 5 355355 CONCCONCCONCCONCASPHCONCCONC4 435 6 7 8 9 440 1 2 3 4 4 135 6 7 8 9 140 14535 6 7 8 9 540 6/18/14 7/18/14 JAMES N. SIMON 8-12-2016 ROUTE 99 TOE OF SLOPE SEE SHEET G-2 "H" LINE G-5 CONTOUR GRADING THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. R/W R /W MATCH L INE MATCH LINE SEE SHEET G-3SCALE: 1"=50' HOSKING AVENUE " H3" R A MP TOE OF SLOPE TOE OF SLOPE R/W48 EASEMENT CITY OFBAKERSFIELD EASEMENT CITY OF BAKERSFIELD TOE OF SLOPE CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:30:08 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ha005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 1 3 4 35 6 7 8 9 40 1 2 3 4 45 220121 2 3 4 7 8 9 12023 4 354.1 354.1 353.8 353.7 352.6 352.6 352.5 352.5 352.4 352.4 352.4 352.4 352.6 352.7 352.8 352.7 352.9 352.5 352.5 352.4 352.4 352.6 352.7 352.7 352.6 352.6 352.5 353.3 353.5 353.3 353.4 353.3 353.1 353.1 353.1 353.2 352.8 352.9 352.6 352.7 352.4 352.7 352.9 353.4 353.4 353.2 353.2 353.2 353.3 353.1 353.4 353.1 352.7 353.3 353.4 352.8 352.6 352.8 352.4 352.5 352.5 352.4 352.6 352.5 352.7 352.6 352.5 352.6 352.8 352.6 352.6 352.5 352.5 352.6 352.6 352.5 352.6 352.5 352.4 353.3 353.1 352.9 353.6 352.7 353.3 353.7 354.6 353.5 353.5 353.5 353.4 353.7 353.4 353.3 353.7 353.2 353.3 353.1 353.5 353.6 353.5 353.5 353.5 353.5 353.5 353.5 353.1 353.3 353.5 353.3 353.5 353.2 353.4 353.5 353.7 353.3 353.8 353.6 353.4 354.1 354.1 353.7 353.5 354.6 353.6 355 360 365 365 360 355 370 355370365360355 DIKE DIKE ASPH ASPH DIRT DIRT CONCJAMES N. SIMON 8-12-2016 "H1" RAM P"H2" RAMP350 360 360 3 6 0360 370 370370 370 370 370380 360 360380 380 MATCH LINE G-3"H" LINE G-6 THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY. CONTOUR GRADING R/W R/W SCALE: 1"=50'R/WR/WBAKERSFIELD R/W CITY OF HOSKING AVENUE "H5" RAMP"H4" RAMP TOE OF SLOPE TOE OF SLOPE BAKERSFIELD EASEMENT CITY OF 49 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:31:55 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ha006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 6 7 8 9 20 1 2 3 4 25 425 6 7 8 452567353.2 353.3 355.5 355.5 355.5 355.3 355.5 355.2 354.5 355.4 354.4 357.2 357.5 357.6 351.3 352.8 353.7 353.8 353.3 352.6 354.5 354.4 354.8 353.6 355.7 357.7 357.5 354.8 353.8 354.6 351.7 352.9 349.8 350.8 339.9 353.3 354.3 353.1 353.1 353.6 353.2 355.5 354.8 353.7 353.7 353.4 353.4 354.7 355.6 348.4 350.6 350.1 351.2 351.5 350.5 356.5 355.4 354.6 353.8 354.4 355.5 356.5 357.6 358.5 353.1 353.4 353.3 353.3 353.3 353.1 354.6 354.4 342.3 342.2 342.4 354.3 353.2 355.3 354.5 354.2 354.1 354.2 354.2 354.5 354.4 354.1 355.3 354.7 354.9 354.4 353.7 354.4 353.9 353.9 353.9 354.1 354.4 354.5 354.6 354.6 354.4 354.3 353.6 353.8 354.1 354.5 354.3 354.8 354.5 353.9 353.8 353.7 353.7 354.2 354.5 355.1 354.9 353.3 365360 355 355 360 365 355 355 355 355 355 355355 355355355 3 55 355 355 355 3553553553 50350 345 3453503553 50345 355355 355 355 340345350350 345350 POOL ASPH CONCCONCCONCCONCCONCCONCDIRTASPHU/C U/C DIRT ASPH ASPH ASPH ASPH DIRTDIRTCONC DIRTDIRTC O N CCONC DIKECONCCONC HOSKING RD FP FP FP FP FP FP FP FP FP FPSTOP JAMES N. SIMON 8-12-2016 360 360360370 G-7 THIS PLAN ACCURATE FOR CONTOUR GRADING WORK ONLY.MATCH LINE SEE SHEET G-4R/W R/W SCALE: 1"=50' "A" LINE 50 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:33:34 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ha007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 6 7 8 9 450 1 2 3 4 455 6 7 358.3 359.2 358.9 350.6 357.7 360.4 360.5 359.7 359.7 359.7 359.7 359.5 359.5 357.6 356.7 356.2 356.4 356.4 354.1 355.7 355.6 357.1 356.4 355.9 356.6 356.9 357.8 357.3 357.7 357.6 357.5 358.4 357.6 358.3 357.5 358.3 357.3 356.3 357.8 357.4 357.5 359.1 358.9 357.5 358.3 358.5 358.5 358.3 358.3 358.3 358.3 358.3 356.3 358.3 356.5 355.3 355355355360360360360360360360355CONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCASPHCONCCONCCONCCONCASPHSR-99SR-99TOE OF SLOPE TOE OF SLOPE CONTOUR GRADING JAMES N. SIMON 8-12-2016 ROUTE 99 360 R=795' R=350' NOTE: CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, a ROUTE 99 "H 2" LINE "H4" LINE "A" LINE SEE SHEET D-2MATCH LINE "H2" Sta 213+00SEE SHEET D-2MATCH LINE "H4" Sta 413+00SEE SHEET D-2MATCH LINE "A" Sta 413+00211 209 410 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY b l a e k f R/W R/W R/W R/W 12 LEGENDS: DRAINAGE SYSTEM NUMBER DRAINAGE UNIT NUMBER ROCK SLOPE PROTECTION (RSP) FLARED END SECTIONS (FES) OVERSIDE DRAIN DRAINAGE PIPE EARTHEN SWALE CONCRETE APRON CONCRETE BROW DITCH DRAINAGE INLETS (DI) RSP TRANSITION PER DD-1 RSP TRANSITION PER DD-1 GRADE TO DRAIN i j n c dROBERT McLENONSAMUEL MEDINA51 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:36:35 PM1/15/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ia001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010JONATHAN LEVY1 2 3 4 405 6 7 8 9 410 1 2 29 1 2 6 7 8 6/18/14 7/18/14 L. LEVY JONATHAN 39712 12/31/15 18" RCP18" RCP18" RCP18" RCP 351.9 351.4 351.6 350.7 354.1 352.6 353.7 354.2 352.5 353.4 354.2 354.4 354.5 354.7 354.9 355.1 355.2 353.1 352.8 352.1 351.6 351.8 351.9 353.2 353.3 353.4 353.3 353.2 353.4 353.1 353.1 353.5 355.2 356.6 356.6 356.5 356.1 354.9 353.8 351.7 352.4 352.4 353.1 352.7 352.5 352.7 352.8 353.4 355.6 352.6 351.5 351.9 351.8 351.8 351.9 351.9 351.9 351.7 351.7 351.8 351.4 351.7 351.8 352.2 353.7 354.2 351.2 351.4 351.6 351.6 351.4 351.5 351.4 350.7 350.6 350.7 350.8 347.8 347.8 347.8 347.9 347.8 347.9 352.4 351.9 351.6 354.5 354.7 354.4 354.6 354.9 355.1 355.2 354.4 351.9 355.7 356.4 353.2 353.8 350350355355350355355355355355355355355355355ASPHCONCCONCU/CPOOLCONCCONCC ONCCONCPOOLCONCC O N CCONCCONCCONCC O N C CONCCONCCONCCONC ASPHASPHCONCCONCFPFPFPFPFPFPFPFPFPD-1 SCALE 1"=50' DRAINAGE PLAN JAMES N. SIMON 8-12-2016 a cPER SHEET DD-1 EARTHEN SWALE 1 b c 1 FES 25 25 25 GRADE TO DRAIN 24" RCP d e f g h RSP FES 24" RCP DI 24" RCP DI 24" RCP DI GRADE TO DRAIN 1 1A a b 1A 1A 1A 1APER DD-4 OVERSIDE DRAIN PER DD-4 OVERSIDE DRAIN REMOVE FES Abn 24" CMP Abn 24" CMP REMOVE FES 24" RCP DI 24" RCP BEGIN SWALEFL=350.3645.00' Rt"H2" 207+55.00BCFL=349.7945.00' Rt"H2" 209+80.84ECFL=349.6548.88' Rt"H2" 210+37.51BCFL=349.4055.00' Rt"H2" 211+42.63350351.7 FES FES FES DI PER DD-4 OVERSIDE DRAIN PER DD-4 OVERSIDE DRAIN FES 24" RCP 24" RCP FES 24" RCP DI 24" RCP 24" RCP RSP RSP 24" RCP THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. R=795.00' 24" RCP 24" RCP DI 24" RCP FES 24" RCP FES 24" RCP DI FES RSP DI RSP DI 24" RCP APRON Conc DI 24" RCP DI 24" RCP DI DI 24" RCP a 13 a 24 a 29 DI "A" LINE "H4" LINE "H3" LINE "H2" LI NE"H3" LI NE"H4" LINE R/W R/WR/WHIGH POINTFL=351.1258.24' Rt"H2" 214+79.62SEE SHEET D-5Sta 221+00MATCH LINE "H2"SEE SHEET D-3Sta 421+50MATCH LINE "A"SEE SHEET D-3Sta 421+50MATCH LINE "H4"D-2 SCALE 1"=50' DRAINAGE PLAN L OW P OIN T F L =35 0 .21 87.6 0' Rt "H2" 216+9 9.3 2 FES 10 b d RSP PER SHEET DD-1 EARTHEN SWALE PER SHEET DD-1 EARTHEN SWALE PER SHEET DD-1 EARTHEN SWALE RSP 24" RCP 24" RCP RSP RSP DI DI GRADE TO DRAIN GRADE TO DRAIN R/W CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-2016LOW POINTFL=349.20"H2" 213+10.00, 55.00' RtEND SWALE FL=351.23 125.00' Rt "H2" 220+99.65 ECFL=350.88125.28' Rt"H2" 219+50.69R=350.00'BCFL=350.49 108.06' Rt "H2" 218+11 .12 24" RCP FES RSP c e b b b d c NOTE: CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA,SEE SHEET D-1Sta 213+00MATCH LINE "H2"SEE SHEET D-1Sta 413+00MATCH LINE "A"SEE SHEET D-1Sta 413+00MATCH LINE "H4"gAbn 18" RCP 2A 18" RCP TO REMAIN SAMUEL MEDINAROBERT McLENON5206Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:40:34 PM1/15/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ia002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 4 415 6 7 8 9 420 1 4 8 220 143156789 320 1 9 620 1 4 415 6 7 8 420 1 215 6 7 99 18" RCP 18" RCP 18" RCP 351.8 351.8 351.9 356.1 355.7 355.8 355.6 355.5 355.3 356.1 355.8 355.8 355.6 355.5 355.3 355.1 355.1 355.1 355.3 355.3 351.9 351.8 352.4 352.4 352.3 352.1 352.2 352.5 352.1 352.1 352.1 352.2 352.4 352.1 352.1 352.1 351.9 352.3 352.5 353.4 353.5 353.1 353.2 353.1 353.2 353.2 353.2 353.4 355.8 356.1 356.5 356.8 357.7 357.2 357.4 353.7 353.3 353.1 353.2 353.2 356.5 356.3 356.3 356.4 356.1 352.9 353.1 353.1 357.4 354.6 352.6 352.8 353.1 352.2 352.2 352.3 352.1 352.4 352.5 352.4 352.5 352.6 352.6 352.4 352.5 352.2 352.6 352.4 352.4 352.4 352.5 352.3 352.4 352.5 352.4 352.4 352.4 352.2 352.2 352.3 352.4 352.4 352.2 352.3 352.3 352.4 352.4 352.3 352.4 352.5 352.3 352.3 352.6 355.6 352.3 352.4 352.5 352.4 355355355U/CSR-99SR-99FPFPFPFPFPFPFPFPFPFPFPFPFPFPBASIN 1 INFILTRATION BASIN 2 INFILTRATION 2 4 b 6 5 f j i 20 d a b 4 13 5 1 2 6 2010 k 20 20 20 c a 1 a 20A 20A 24 25 25 29 2A c b e d g h d e 4 f ECFL=350.7362.42' Rt"H2" 215+16.22ROUTE 99 f g h c d e d g h a a c b m i h g e f b 2A i j k 350350 350 350 3503503603 6 0 360360 360 360 370360 a PER SHEET DD-1 EARTHEN SWALE PER SHEET DD-1 EARTHEN SWALE PER DD-1 RSP TRANSITION 30 b f e d c b FESFES c 24" RCP FES ROUTE 99 DI DI 11 "A" LINE 9 a DI b "H4" LINE b DI "H" LINE3 a 11 12 3 9 a 12 f 12 e h g RSP a 24" RCP "H6"LIN E15 14 9 9 c b 30 8A 8A 30 b RSP a GRADE TO DRAIN a b c d RSP FES 24" RCP DI 24" RCP d c b a FES RSP 24" RCP 12 31 31A a b RSP a 15 d R/W R/W R/WR/WD-3 SCALE 1"=50' DRAINAGE PLAN BASIN 3 INFILTRATION BASIN 4 INFILTRATION "H1" LINE "H5" LI NE"H5" LI NETHIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. 24" RCP PER SHEET DD-1 EARTHEN SWALE PER SHEET DD-1 EARTHEN SWALE PER SHEET DD-1 EARTHEN SWALE BASIN 5 INFILTRATION 24" RCP 24" RCP PER DD-4 DRAIN OVERSIDE PER DD-4 DRAIN OVERSIDE PER DD-4 OVERSIDE DRAIN RSP FES 24" RCP FES DRAIN LOCATIONS PLANS FOR DECK REFER TO BRIDGE R=500' EC FL=353.31 "H5" 527+56.50, 98.14' Lt R=280 HIGH POINT FL=353.44 "H5" 528+60.75, 78.97' Lt LOW POINT FL=350.45 50.00' Lt "H5" 532+65.00 R=800' BC FL=352.25 54.06' Lt "H5" 531+06.83SEE SHEET D-6St a 4 2 4 +0 0MATCH LI NE "H4" SEE SHEET D-6 MATCH LINE "H" S ta 26+00 SEE SHEET D-6 Sta 630+00 MATCH LINE "H6" SEE SHEET D -5 MATCH L INE "H" Sta 31+50 S E E S H E E T D-5MA T C H LI N E " H1" Sta 125+00 SEE SHEET D-4MATCH LINE "A" Sta 433+00SEE SHEET D-6Sta 527+00MATCH LINE "H5"S E E S HE E T D-2 Sta 421+50MA T C H LI N E " H4"SEE SHEET D-2MATCH LINE "A" Sta 421+50FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: a RSP b PER DD-4 OVERSIDE DRAIN 33 PER DD-4 DRAIN OVERSIDE b aRSP 34 14 15 30 31 33 3431A 35 SEE SHEET D-4MATCH LINE "H5" Sta 533+00PER DD-4 DRAIN OVERSIDE b 35 FL=352.52 48.15' Rt "H1" 131+42.71 LOW POINT FL=351.72 55.38' Rt "H1" 130+43.69 BC FL=352.19 87.71' Rt "H1" 125+11.10 FES 30 d GRADE TO DRAIN REMOVE FES a c aRSP EC FL=351.89 62.35' Rt "H1" 128+41.42 FL=351.85 61.08' Rt "H1" 128+79.98 DI 24" RCP e f g h Abn DI Abn DI i j k Abn 18" RCP g m dDI 24" RCP DI e f 15A EXIST DI a 24" RCP b 15A c 24" RCP d e (PM 18.5) TO BE ABANDONED 24" CMP STORM DRAIN f hREMOVE DI REMOVE FES ijk 15A DI HOSKING AVENUEDI 18" RCP CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 PROTECT IN PLACE EXIST 18" RCP RFI 49 C-17a DETAIL SHEET CONSTRUCTION FOR V-DITCH SEE 24" CMP24" CMP18" RCP 18" RCP 18" RCP 18" RCP789 1302 3 4 425 6 7 8 9 430 1 2 2 3 4 325 6 7 8 9 6 7 8 9 130 1 2 2 3 625 6 7 89463562 3 8 9 530 1 2 4 375.5 356.4 356.4 376.2 376.5 376.2 352.1 355.1 355.1 355.4 355.4 354.1 354.3 353.5 353.6 353.5 353.8 353.7 353.8 353.4 353.6 353.6 353.7 353.6 353.4 353.5 353.6 353.6 353.5 353.6 353.5 355.1 354.7 353.9 353.9 357.4 357.3 357.2 357.5 356.8 356.8 356.9 356.8 356.7 356.6 356.6 356.7 356.8 356.9 356.3 356.3 355.9 354.8 354.9 348.6 354.9 354.9 354.7 354.7 354.3 354.2 354.2 354.1 354.1 354.2 354.2 355.2 353.1 353.5 353.4 353.3 353.1 353.1 353.1 352.9 353.1 353.1 353.1 354.4 354.6 354.3 354.1 354.8 354.5 354.7 354.2 354.2 354.5 354.4 354.7 354.9 355.3 354.3 354.4 354.4 354.1 354.1 354.6 354.1 354.1 354.3 354.1 354.6 354.4 354.3 354.5 354.9 354.5 354.6 354.1 358.8 354.6 354.3 354.6 353.7 354.6 374.5 354.3 352.9 353.1 340.1 352.8 352.9 353.3 367.7 353.8 353.7 353.7 353.7 353.9 353.6 353.6 353.7 353.7 353.6 353.6 353.6 353.6 355355360365370370365360355355355350355355355355355355355355355340345350355355355355355355 CONCCONCASPHASPHCONCCONCASPHASPHCONCASPHCONCASPHDIKEASPHASPHASPHASPHDIRTASPHDIRTHOSKING RDSR-99SR-9912'12'12'14'12'12'12'JAMES N. SIMON 8-12-2016 350 350 350 360 360 360 3603 7 0 370370 380ROBERT McLENONSAMUEL MEDINA5306Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:46:07 PM1/15/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ia003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 BEGIN SWALEFL=353.69109.29' Lt"A" 440+17.73THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. FES b 24" RCP a e CONNECTION PER SHEET DD-3 PIPE TO EARTHEN SWALE e f FES REMOVE FES TO BE Abn (PM 18.8) 24" CMP REMOVE FES c d j i h g REMOVE AND RECONSTRUCT DRAINIAGE INLET 24" RCP REMOVE AND RECONSTRUCT DRAINAGE INLET 18" RCP R=800.0' "H1" LINE"H 5 " L INE R/W R/W SHEET DD-3 SWALE TRANSITION PER BROW DITCH TO EARTHEN PER SHEET DD-1 EARTHEN SWALE PER SHEET DD-1 EARTHEN SWALE d b 24" RCP FES e PER SHEET DD-1 EARTHEN SWALE RSP D-4 SCALE 1"=50' DRAINAGE PLANEND EARTHEN SWALEFL=355.0091.66' Rt"A" 443+95.18ECFL=352.4050.00' Lt"H5" 535+85.22FL=355.4691.66' Lt"A" 444+21.60END SWALEFL=352.6350.00' Lt"H5" 536+42.47f d f e NOTE: CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA,SEE SHEET D-3MATCH LINE "A" Sta 433+00SEE SHEET D-7MATCH LINE "A" Sta 445+00SEE SHEET D-3Sta 533+00MATCH LINE "H5"18 18 21 12 21 12 21 30 FL=354.5237.11' Rt"H1" 141+56.77FL=354.1537.21' Rt"H1" 138+82.05PER SHEET DD-4 OVERSIDE DRAIN FL=354.2637.52' Rt"H1" 140+30.00PER DD-1 RSP TRANSITION ROBERT McLENONSAMUEL MEDINA5406Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:48:50 PM1/15/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ia004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 4 435 6 7 8 9 440 1 2 3 4 4 135 6 7 8 9 140 14535 6 7 8 9 540 18" RCP18" RCP18" RCP18" RCP24" RCP24" RCP355.1 355.1 355.1 355.1 355.4 355.4 357.6 357.7 354.9 354.9 354.8 354.8 354.6 355.3 354.2 354.3 354.7 354.6 354.4 354.7 357.8 357.7 356.5 356.6 357.9 357.6 357.3 357.1 357.2 356.8 355.5 354.8 356.8 355.4 356.5 355.8 356.8 356.2 356.1 357.4 357.4 356.7 356.6 355.3 358.4 358.4 355.1 355.3 354.8 354.6 354.7 354.8 354.9 354.6 355.5 356.7 357.9 357.9 357.8 358.3 358.3 357.8 358.4 358.4 358.7 358.7 358.7 359.2 359.3 358.7 358.3 358.3 358.1 356.1 355.8 356.3 355.6 355.4 357.9 357.8 356.2 355.2 355.3 355.4 355.4 355.2 355.5 355.5 355.5 355.6 355.4 355.6 355.4 355.7 355.8 355.8 355.6 355.5 355.4 355.4 355.4 355.1 354.9 355.1 356.1 358.1 358.2 358.2 355.3 355.8 356.2 357.6 355.3 356.4 3553553553553553553553553553553553 5 5 355355355DIRTASPH CONCCONCCONCCONCCONCASPHCONCCONCROUTE 99 "A" LINE 18 30 30 18 30 gPER SHEET DD-2 Conc BROW DITCH c a GRADE TO DRIANFL=354.3699.04' Lt"A" 442+50.00END SWALEFL=354.4298.61' Lt"A" 442+59.99BEGIN BROW DITCHCONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304CMPCMPCCO 34 JAMES N. SIMON 8-12-2016 18 THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY 24" RCP DI DI 24" RCP DI DI RSP DI DI DI FES 24" RCP DI 24" RCP 24" RCP DI Conc APRON RCP 24" RCP 24" RCP 24"24" RCP 24" RCP DI 24" RCP DI 24" RCP R/WR/W 5 6 16 6A 27 3026 D-5 SCALE 1"=50' DRAINAGE PLAN BEGIN EARTHEN SWALE FL=352.61 "H1" 118+86.22, 85.79' Rt EC FL=352.21 "H1" 124+91.92, 89.94' Rt BC FL=352.46 "H1" 119+64.23, 88.80' Rt e h f g f d b b a DI a BASIN 5 INFILTRATION 6 "H" LINESEE SHEET D-3MATCH LINE "H" Sta 31+50"H" LINE 6 HOSKING AVENUE HOSKING AVENUE 5 16 6A 5 26 CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, NOTE: SEE SHEET D-3 MATCH LINE "H1" Sta 125+00 SEE SHEET D-2 MATCH LINE "H2" Sta 221+00ROBERT McLENONSAMUEL MEDINA5506Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:51:02 PM1/15/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ia005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 354.1 354.1 353.8 353.7 352.6 352.6 352.5 352.5 352.4 352.4 352.4 352.4 352.4 352.6 352.7 352.8 352.7 352.9 352.4 352.6 352.7 352.7 352.6 352.6 352.5 353.3 353.5 353.3 353.4 353.3 353.1 353.1 353.1 353.2 352.8 352.9 352.6 352.7 352.9 352.4 352.7 352.9 353.4 353.4 353.2 353.2 353.2 353.2 353.1 353.2 353.3 353.1 353.4 353.1 353.1 352.7 353.3 353.4 373.7 352.8 352.5 352.8 352.7 352.6 352.5 352.6 352.8 352.6 352.6 352.5 352.5 352.6 352.6 353.3 353.1 352.9 353.6 352.7 353.3 353.7 354.6 353.5 353.5 353.5 353.4 353.7 353.6 352.9 353.4 353.3 353.7 353.6 353.6 353.2 353.5 353.3 353.1 353.6 353.3 353.5 353.5 353.5 353.5 353.6 353.5 353.5 353.5 353.5 353.5 353.5 353.1 353.3 353.5 353.3 353.5 353.2 353.4 353.5 353.7 353.3 353.8 353.6 353.4 353.6 353.6 353.3 353.6 354.1 354.1 353.7 353.5 354.6 353.6 355 360 365 370 370 365 360 355 360 365 365 360 355 370 355370365360355 ASPH ASPHDIKE DIKE ASPH ASPH ASPH DIRT DIRT CONC1 2 3 4 35 6 7 8 9 40 1 2 3 4 45 2310 1 2 3 7 8 9 12023 4 R=920.00' b a c b a d f "H1" LI NESOUTH "H" STREET "H 3" L IN E "H2" LINER/W PER SHEET DD-1 EARTHEN SWALE CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-2016 30 DI 24" RCP GRADE TO DRAIN CONNECTION PER SHEET DD-3 PIPE TO EARTHEN SWALE FES d c e c a h a b g e i GRADE TO DRA IN 360 3 6 0360 370 370 370 370 370380 360 380 380 27 a b c d DI DI DI DI 24" RCP PER SHEET DD-1 EARTHEN SWALE 24" RCP RCP 24" 24" RCP 24" RCP 24" RCP DI GRADE TO DRAIN RSP DI DI 24" RCP 24" RCP DI 24" RCP L hdwl 24" RCP DI PER SHEET DD-5 DRAINAGE BASIN OUTLET Str R=80' DI 18" RCP 24" RCP 24" RCP R/W R/W "H" LINE "H4" LINER/W"H" LINE "H6" LI NE a EC FL=352.96 110.00' Lt "H5" 524+72.87 BC FL=353.17 110.53' Lt "H5" 526+51.92 BEGIN SWALE BC FL=352.80 122.88' Lt "H5" 524+32.85 TO GRADE DI ADJUST FES DI RSP DI RSP RCP 24" RCP 24" PER DD-4 OVERSIDE DRAIN DI 18" RCP 8 8 8B 8 8A 8C 19 28 32 8 3 3 d BASIN 3 INFILTRATION SEE SHEET D-3 Sta 630+00 MATCH LINE "H6"SEE SHEET D-3MATCH LINE "H4" Sta 424+00SEE SHEET D-3MATCH LINE "H" Sta 26+00SEE SHEET D-3 Sta 527+00 MATCH LINE "H5" HOSKING AVENUE b 8A 8C 8B 28 8A HOSKING AVENUE GRADE TO DRAIN CONTACT RIGHT OF WAY ENGINEERING AT THE DISTRICT OFFICE. FOR ACCURATE RIGHT OF WAY AND ACCESS DATA, NOTE: THIS PLAN ACCURATE FOR DRAINAGE WORK ONLYROBERT McLENONSAMUEL MEDINA56 28 CCO 28 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:53:56 PM1/15/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ia006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 15 6 7 8 9 20 1 2 3 4 2512 3 425 6 7 8 45256353.2 353.3 355.5 355.5 355.5 355.1 355.3 355.5 355.2 354.5 355.4 354.4 357.2 354.9 357.5 357.6 351.3 352.8 353.7 353.8 353.3 352.6 354.5 354.4 354.8 353.6 355.7 357.7 357.5 355.2 354.8 353.8 354.6 351.7 352.9 349.8 350.8 339.9 353.3 354.3 353.1 353.1 353.6 353.2 355.5 354.8 353.7 353.7 353.4 353.4 354.7 355.6 348.4 350.6 350.1 351.2 351.5 350.5 356.5 355.4 354.6 353.8 354.4 355.5 356.5 357.6 358.5 353.1 353.4 353.3 353.3 353.3 353.1 354.6 342.2 342.4 354.3 353.2 354.5 354.2 354.1 354.2 354.2 354.5 354.4 354.1 355.3 354.7 354.9 354.4 353.7 354.4 353.9 353.9 353.9 354.1 354.4 353.9 353.7 354.5 354.6 354.3 353.6 353.8 354.1 354.5 353.9 354.7 354.8 354.5 353.7 353.7 354.2 354.1 354.3 353.8 354.1 354.5 355.1 354.9 353.3 365360 355 355 360 365 355 355 355 355 355 355355 355355355 355 355 355 355 355355355350 350 345 3453503553 5 0345 355 355 355 355 340345350350 345350 POOL ASPH CONCCONCCONCCONCCONCCONCASPHDIRTASPHU/C U/C DIRT ASPH ASPH ASPH ASPH DIRTDIRTCONC DIRTDIRTC O N CCONC DIKECONCCONC HOSKING RD FP FP FP FP FP FP FP FP FP FPSTOP D-6 SCALE 1"=50' DRAINAGE PLAN g c b a h f d eDI d c b b c a c d b e a f g d b a c CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C93047/30/15RFI #39SANJAMES N. SIMON 8-12-2016 FOR DI a SYSTEM 28 SEE RFI 39 RFI 39 "H5" LINEAPRON Conc m 8 n o k b a 32 19 360360 360360370j i l a b c PER SHEET DD-4 OVERSIDE DRAIN THIS PLAN ACCURATE FOR DRAINAGE WORK ONLY. REMOVE FES g h PER SHEET DD-2 CONCRETE BROW DITCH 17 18 D-7 SCALE 1"=50' DRAINAGE PLAN Abn 24" CMP SEE SHEET D-4MATCH LINE "A" Sta 445+00CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON R/W R/W R/WR/WR/W R/W 17 b PROTECT IN PLACE DI PROTECT IN PLACE 24" CMP PROTECT IN PLACE FES FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE:END BROW DITCHFL=356.7191.42' Lt"A" 450+45.00ROBERT McLENONSAMUEL MEDINA5706Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:56:49 PM1/15/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ia007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 358.9 359.2 358.9 358.9 350.6 357.7 360.4 360.5 359.7 359.7 359.7 359.7 359.5 359.5 357.6 356.7 356.7 356.6 353.1 355.8 356.2 356.4 356.4 354.1 353.6 355.7 355.6 354.9 354.7 357.1 356.5 355.6 355.9 356.4 355.9 356.6 356.9 357.8 357.3 357.7 357.6 357.6 357.5 357.5 358.4 357.6 358.3 357.5 357.4 357.6 358.3 357.3 356.3 357.8 357.4 357.5 356.9 359.1 359.2 358.9 357.5 357.6 358.1 358.3 358.5 358.5 358.3 358.3 358.3 358.3 358.3 358.3 355.4 357.9 356.3 358.3 356.5 355.3 355355355355360360360360360360360355355CONCCONCASPHCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCASPHDIRTASPHCONCCONCCONCCONCASPHSR-99SR-996 7 8 9 450 1 2 3 4 455 6 718" RCP 18" RCP24" RCP24" RCPROUTE 99 "A" LINE 18 a 360 DP-1 VERT 1"=5' SCALE: HORIZ 1"=50' c e f g h d i a b 340 340 350 350 360 360 360 350 340 340 350 360 350 360 360 350 Inv 352.62 Inv 348.00 a d b a c e Inv 349.61Inv 349.61Inv 349.51 Inv 349.26 Inv 349.24 Inv 348.72 Inv 348.75 Inv 348.00 S= 0.0074 S= 0.0050S= 0.0050c a b d je c c e f g d a b c e d a b 33.9' X 24" RCP 18.7' X 24" RCP 20.3' X 24" RCP bd k Inv 349.51 Inv 349.51SEE SYSTEM 2Ab2A TYPE B 24" Conc FES PER CTSP D94B FES PER CTSP D94B TYPE B 24" Conc TYPE B 24" Conc FES PER CTSP D94B 439.8' X 24" RCP Inv 349.32 Inv 349.32 Inv 349.75 Inv 350.03 S= 0.1904 67.0' JACKED 24" RCP 98.4' JACKED 24" RCP HGL HGL HGL HGL"H4" 408+54.98, 34.05' LtGRATE FL ELEV 353.87"H4" 408+54.98, 20.00' LtGRATE FL ELEV 353.98"A" 408+57.51, 68.80' Rt"A" 412+96.46 114.05' RtGRATE FL ELEV 354.83"A" 414+13.47, 70.73' LtGRATE FL ELEV 355.07"A" 414+13.51 2.00' Rt"A" 414+13.51, 99.60' RtGRATE FL ELEV 354.09"H4" 413+90.00, 25.26' LtGRATE FL ELEV 354.09"H4" 414+13.24, 25.73' LtGRATE FL ELEV 354.15"H4" 414+35.00, 26.16' LtDRAINAGE PROFILES H=4.3', GRATE TYPE Dbl 24-12 DI TYPE GT4 PER CTSP D74A DI TYPE G2 PER CTSP D73 H=4.7', GRATE TYPE 24-12 H=5.6', GRATE TYPE 24-12 DI TYPE GDO PER CTSP D74B H=6.4', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 DI TYPE G2 PER CTSP D73 H=4.5', GRATE TYPE 24-12 DI TYPE GO PER CTSP D74B H=4.6', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 H=4.5', GRATE TYPE 24-12 PER Sht DD-2 CONCRETE ENCASED 13.6' X 24" RCP. f GRATE FL ELEV 354.27"A" 408+56.17, 2.0' Lth i j km l Inv 349.53 Inv 349.53 Inv 349.51 Inv 349.51 g l m n DI TYPE G2 PER CTSP D73 H=4.8', GRATE TYPE 24-12 2.0' X 24" RCP Inv 350.19 Inv 350.19 340 350 360 340 350 360 S=0.0026 Inv 349.83 Inv 349.51 n H=4.8', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 Exist DI h GRATE FL ELEV 355.07"A" 414+13.51 2.00' Rte Exist 18" RCP 2.0' X 24" RCP DI TYPE G2 PER CTSP D73 H=4.8', GRATE TYPE 24-12 f g h i h i Inv 348.70 Inv 348.77 GRATE FL ELEV 354.27"A" 408+56.17, 2.0' Rt138.26' X 24" RCP 64.3' JACKED 24" RCP 75.1' JACKED 24" RCP HGL HGL HGL GRATE FL ELEV 354.27"A" 408+56.17, 2.0' RtHGL HGL HGLROBERT McLENONSAMUEL MEDINA58DETAIL Sht DD-2 10' X 10' X 2.5' RSP PER 10' X 10' X 2.5' RSP PER DETAIL Sht DD-2 Sht DD-2 10' X 10' X 2.5' RSP PER DETAIL CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>8:23:18 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ib001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 L. LEVY JONATHAN 39712 12/31/15 JONATHAN LEVY6/18/14 7/18/14 JAMES N. SIMON 8-12-2016 DRAINAGE SYSTEM NO 1 DRAINAGE SYSTEM NO 2 DRAINAGE SYSTEM NO 2A OG S=0.0074 S=0.0074 FG OG FG OG FG 82.9° 4.4° 88.3° 90.7° 88.3° 90.7° "A" • "H4" • BASIN 1 INFILTRATION BASIN 1 INFILTRATION SAME POINT "A" • S=0.0030 S=0.0030 S=0.0030 DP-2 VERT 1"=5' SCALE: HORIZ 1"=50' 360 350 340 360 350 340 370 380 390 390 380 370 360 350 340 340 350 360 g c ae bd Inv 363.48 Inv 348.00 Inv 348.00 f d b h ce c e f d a b a c e f g hd a b 70.4' X 24" RCP 360 350 370 370 360 350 a c a b d Inv 335.6224" SANITARY SEWER LINESEE SYSTEM 8c d a b Conc APRON PER DETAIL Sht DD-2 TYPE B 24" Conc FES PER CTSP D94B PER CTSP D94B TYPE B 24" Conc FES 128.0' X 24" RCP123.3' X 24" RCP Inv 348.74 Inv 348.74 Inv 349.21 HGL HGL HGL HGL HGL GRATE FL ELEV 353.50"H6" 621+12.54, 40.25' LtGRATE FL ELEV 369.44"H4" 424+91.43, 19.94' LtGRATE FL ELEV 368.03"H4" 423+81.33, 36.73' LtGRATE FL ELEV 355.16"H6" 619+55.39, 20.00' LtGRATE FL ELEV 355.39"A" 419+55.00 2.50' Rt"H3" 319+44.86, 53.83' RtFL ELEV 380.39"H" 32+10.48, 48.00' LtFL ELEV 379.71"H3" 310+40.44, 20.00' RtFL ELEV 377.67"H3" 311+14.04, 26.71' Rt"H3" 320+13.08, 97.82' Rt102.3' X 24" RCP 110.6' X 24" RCP Inv 362.45 Inv 363.20 Inv 363.71 S=0.0050 S=0.0050 DRAINAGE PROFILES DI TYPE G2 PER CTSP D73 H=4.3', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 H=7.0', GRATE TYPE 24-12 H=4.3', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 H=6.4', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 H=6.9, GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 CTSP D72 H=7.5' DI TYPE OS PER CTSP D72 H=12.6' DI TYPE OS PER CTSP D72 H=14.3' DI TYPE OS PER Inv 361.90 Inv 364.36 Inv 367.18 Inv 368.06 Inv 372.99 Inv 348.52 Inv 348.52 Inv 348.50 Inv 348.50 f GRATE FL ELEV 355.39"A" 419+55.00 2.50' Lth g i j k H=6.9, GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 g h i j k 155.5' X 24" RCP 2' X 24" RCP 169.8' JACKED 24" RCP 76.9' JACKED 24" RCPROBERT McLENONSAMUEL MEDINA59 DETAIL Sht DD-2 10' X 10' X 2.5' RSP PER PER DETAIL Sht DD-2 10' X 10' X 2.5' RSP CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>8:37:34 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ib002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 L. LEVY JONATHAN 39712 12/31/15 JONATHAN LEVY6/18/14 7/18/14 JAMES N. SIMON 8-12-2016 DRAINAGE SYSTEM NO 3 DRAINAGE SYSTEM NO 4 DRAINAGE SYSTEM NO 5 S=0.0400 S=0.0400 OG OG FG FG FG S=0.1209 FG OG 14.5° 81.3° 85.5°76.7° "A" • "H6" • "H3" • BASIN 2 INFILTRATION BASIN 2 INFILTRATION S=0.0030 S=0.0030 S=0.0030 "H" • "H3" • DP-3 VERT 1"=5' SCALE: HORIZ 1"=50' b a Inv 364.01 350 340 370 360 380 340 350 360 370 380 350 360 370 380 380 370 360 350 c afhj Inv 362.01 Inv 362.07 Inv 354.23 Inv 354.46 Inv 361.00 Inv 360.94 Inv 348.00 Inv 361.00 Inv 362.49 Inv 360.97 S= 0.0200 g i d b k e c e f g h d i a b j k 97.0' X 24" RCP 50.8' X 24" RCP 85.8' X 24" RCP 79.0' X 24" RCP a b 76.4' X 24" RCPInv 335.9524" SANITARY SEWER LINE(FIELD VERIFY)Exist TELEMETER CABLESEE SYSTEM 66d Conc APRON PER DETAIL Sht DD-2 FES PER CTSP D94B TYPE B 24" Conc HGL HGL HGLFL ELEV 372.24"H" 35+45.40, 48.00' LtFL ELEV 372.24"H" 35+45.40, 48.00' RtGRATE FL ELEV 371.29"H3" 313+29.55, 52.52' LtGRATE FL ELEV 368.61"H3" 313+40.35, 36.00 Rt"H3" 313+74.82, 113.89' RtGRATE FL ELEV 370.56"H2" 221+74.77, 44.61' RtDRAINAGE PROFILES DI TYPE OL-7 PER CTSP D72 H=10.3' DI TYPE OS PER CTSP D72 H=8.3' H=10.4', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 H=14.4', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 H=8.0', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 ROBERT McLENONSAMUEL MEDINA60 DETAIL Sht DD-2 10' X 10' X 2.5' RSP PER CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>8:40:08 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ib003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 L. LEVY JONATHAN 39712 12/31/15 JONATHAN LEVY6/18/14 7/18/14 JAMES N. SIMON 8-12-2016 DRAINAGE SYSTEM NO 6 DRAINAGE SYSTEM NO 6A S=0.0200 OG OG FG FG S=0.0200 S=0.0755 S=0.0755 0.2° 17.6° 25.0° 47.4° BASIN 2 INFILTRATION "H3" • "H" • "H7" • SAME POINT DP-4 VERT 1"=5' SCALE: HORIZ 1"=50' b 370 360 350 n a 370 360 350 370 360 350 370 360 350 370 360 370 360 370 360 370 360 cegj j a c Inv 355.50 Inv 354.75 Inv 361.50 Inv 348.00 Inv 352.80 Inv 355.57 d f h m b d o l c k Inv 350.12 Inv 350.03 i c e f g h d i a b j k l m n o 73.5' X 24" RCP 74.4' X 24" RCP 66.0' X 24" RCP 97.2' X 24" RCP 50.2' X 24" RCP 33.8' X 24" RCP i c d b b b a b aInv 335.0127" SANITARY SEWER LINE(FIELD VERIFY)Exist TELEMETER CABLEInv 335.0027" SANITARY SEWER LINE8A d SEE SYSTEM 8g SEE SYSTEM 8SEE SYSTEM 88B b 8C Conc APRON PER DETAIL Sht DD-2 CTSP D94B TYPE B 24" Conc FES PER Hdwl PER CTSP D89 W=6'-4" 24" CIRCULAR PIPE "L" 199.5' X 24" RCP 171.4' X 24" RCP"H5" 524+23.50 125.16' LtInv 352.29 Inv 352.62 Inv 351.87 HGL HGL HGL HGL HGLFL ELEV 367.40"H4" 426+05.12, 20.00' LtFL ELEV 368.46"H" 24+00.95, 48.00' RtFL ELEV 370.30"H" 24+54.61, 48.00' RtFL ELEV 370.30"H" 24+54.61, 48.00' LtGRATE FL ELEV 368.49"H6" 632+58.49, 40.54' RtGRATE FL ELEV 366.77"H6" 632+44.11, 36.00' Lt"H6" 632+01.53, 106.58' LtFL ELEV 363.35"H" 22+51.61, 48.00' LtDRAINAGE PROFILES c d DI TYPE OL-10 PER CTSP D72 H=5.4' 118.3' X 24" RCP Inv 359.91 d c c a b FL ELEV 363.78"H4" 427+27.02, 20.00' LtFL ELEV 364.29"H" 22+79.11, 48.00' RtFL ELEV 364.29"H" 22+79.11, 48.00' RtRW420 SAME POINT Inv 360.03 S=0.0050Inv 359.04Inv 358.44 d Inv 358.44 S=0.0905 Inv 357.57 Inv 357.32 Inv 356.51 S=0.0050 S=0.0104 HGL 83.9° H=5.9', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 DI TYPE OS PER CTSP D72 H=11.0' DI TYPE OS PER CTSP D72 H=13.9' DI TYPE OL-10 PER CTSP D72 H=15.7' H=16.6', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 H=16.7', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 H=3.8', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 Inv 358.85 DI TYPE OL-7 PER CTSP D72 H=4.6' S=0.0164 3 a CONCRETE ENCASED PER Sht DD-2 23.5' X 24" RCP ROBERT McLENONSAMUEL MEDINA61 DETAIL Sht DD-2 10' X 10' X 2.5' RSP PER DETAIL Sht DD-2 10' X 10' X 2.5' RSP PER CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>8:41:50 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ib004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 L. LEVY JONATHAN 39712 12/31/15 JONATHAN LEVY6/18/14 7/18/14 JAMES N. SIMON 8-12-2016 DRAINAGE SYSTEM NO 8 DRAINAGE SYSTEM NO 8A DRAINAGE SYSTEM NO 8B DRAINAGE SYSTEM NO 8C OG S=0.0050 S=0.0265 OG FG FG FG FG 9.7°30.0°90.0°85.1°41.7° 60.0° "H4" • BASIN 3 INFILTRATION "H" •"H6" • "H5" • "H5" • S=0.0030S=0.0323 S=0.0235 OG FG "H4" • OG OG "H5" • DP-5 VERT 1"=5' SCALE: HORIZ 1"=50' Inv 348.62 Inv 348.62 360 350 370 380 380 370 360 350 360 350 340 350 340 360 350 340 360 350 340 360 350 340 360 350 340 360 d e c a b b b g d Inv 373.99 Inv 363.22 Inv 362.40 Inv 348.00 Inv 348.00 Inv 348.00 c a a c c a b d f h d c e f g h d a b c d a b c d a b(FIELD VERIFY)Exist TELEMETER CABLECTSP D94B TYPE B 24" Conc FES PER 130.5' X 24" RCP TYPE B 24" Conc FES PER CTSP D94B TYPE B 24" Conc FES PER CTSP D94B TYPE B 24" Conc FES PER CTSP D94B c d a b TYPE B 24" Conc FES PER CTSP D94B TYPE B 24" Conc FES PER CTSP D94B 123.6' X 24" RCP S=0.0126 Inv 349.20 Inv 350.45 Inv 348.00 S=0.0289 HGL HGL HGL HGL HGL HGL HGL HGLFL ELEV 379.61"H" 28+05.20, 48.00' RtFL ELEV 379.02"H6" 635+60.71, 20.00' LtFL ELEV 377.15"H6" 634+90.83, 25.04 Lt"H6" 625+85.01, 116.77' Lt"H2" 213+10.00, 37.72' Lt"H2" 213+10.00, 50.00' Rt"A" 430+50.00, 121.34' LtGRATE FL ELEV 356.44"A" 430+50.00, 2.50' Rt"H1" 130+43.87, 52.07' Rt"H5" 532+65.00, 42.12' Rt"H5" 532+65.00, 45.50' LtDRAINAGE PROFILES CTSP D72 H=4.3' DI TYPE OS PER CTSP D72 H=5.1' DI TYPE OS PER CTSP D72 H=14.9' DI TYPE OS PER CTSP D73 H=7.8', GRATE TYPE 24-12 DI TYPE G2 PER Inv 375.36Inv 374.74 CONCRETE ENCASED PER Sht DD-2 89.7' X 24" RCP. CONCRETE ENCASED PER Sht DD-2 94.1' X 24" RCP, 173.1' JACKED 24" RCP Inv 351.70 TYPE B 24" Conc FES PER CTSP D94B S=0.0174GRATE FL ELEV 356.44"A" 430+50.00, 2.50' Lte CTSP D73 H=7.8', GRATE TYPE 24-12 DI TYPE G2 PER 66.4' X 24" RCP 2.0' X 24" RCP 118.8' JACKED 24" RCP e f g h f g hROBERT McLENONSAMUEL MEDINA62 DETAIL Sht DD-2 10' X 10' X 2.5' RSP PER DETAIL Sht DD-2 10' X 10' X 2.5' RSP PER 10' X 10' X 2.5' RSP PER DETAIL Sht DD-2 DETAIL Sht DD-2 10' X 10' X 2.5' RSP PER CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 S=0.0126 349.52 349.50 RFI 40 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>8:45:56 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ib005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 L. LEVY JONATHAN 39712 12/31/15 JONATHAN LEVY6/18/14 7/18/14 8-12-2016 JAMES N. SIMON DRAINAGE SYSTEM NO 9 DRAINAGE SYSTEM NO 10 DRAINAGE SYSTEM NO 11 DRAINAGE SYSTEM NO 12 S=0.0050 OG S=0.0050 S=0.1625S=0.1104 OG OG OG FG FG FGFG FG 71.5°77.6° BASIN 3 INFILTRATION BASIN 4 INFILTRATION BASIN 1 INFILTRATION "H2" • BASIN 4 INFILTRATION "H5" • "A" • "H1" • "H" • DP-6 VERT 1"=5' SCALE: HORIZ 1"=50' 360 350 340 360 350 340 360 350 360 350 e a ca Inv 348.00 Inv 348.00 b b c a b c b a d d c e CTSP D94B TYPE B 24" Conc FES PER CTSP D94B TYPE B 24" Conc FES PER 23.8' X 24" RCP 81.7' X 24" RCP TYPE B 24" Conc FES PER CTSP D94B TYPE B 24" Conc FES PER CTSP D94B 104.0' X 24" RCP HGL HGL HGL HGL"H3" 317+80.00, 47.71 LtGRATE FL ELEV 354.38"H3" 317+80.00, 36.00' Rt"H3" 317+80.00, 60.81' Rt"H6" 628+25.00, 58.24' Lt"H6" 628+25.00, 45.77' RtDRAINAGE PROFILES H=6.4', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 ROBERT McLENONSAMUEL MEDINA63 S= 0.0030 S= 0.0030 Inv 348.25 Inv 348.32 S=0.0030 Inv 348.33 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>8:48:30 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ib006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 L. LEVY JONATHAN 39712 12/31/15 JONATHAN LEVY6/18/14 7/18/14 JAMES N. SIMON 8-12-2016 DRAINAGE SYSTEM NO 13 DRAINAGE SYSTEM NO 14 OG OG FG FG "H3" • "H6" • BASIN 2 INFILTRATION BASIN 3 INFILTRATION BASIN 1 INFILTRATION BASIN 4 INFILTRATION VERT 1"=5' SCALE: HORIZ 1"=50' Inv 356.86 Inv 356.85 360 350 370 370 360 350 360 350 e c a b Inv 357.01 Inv 356.27 Inv 356.25 Inv 353.78 S= 0.0545 f b d a 360 350 g S= 0.0049 h c e f g h d a b 42.0' X 24" RCP 29.6' X 24" RCP c Inv 338.0212" SANITARY SEWER LINE30a BROW DITCH c a b TYPE B 24" Conc FES PER CTSP D94B TYPE B 24" Conc FES PER CTSP D94B 115.6' X 24" RCP Inv 350.00 HGL HGL "H3" 323+99.38, 43.70' RtFL ELEV 362.12"H" 38+76.09, 48.00' LtFL ELEV 361.47"H1" 117+63.21, 24.09' RtGRATE FL ELEV 364.89"H1" 118+81.70, 27.62' Rt"H1" 118+81.60, 70.56' RtDRAINAGE PROFILES DI TYPE OL-14 PER CTSP D72 H=5.2' DI TYPE OL-7 PER CTSP D72 H=4.7' DI TYPE OS PER CTSP D72 H=8.8' ï»¿82 Inv 351.78 S=0.0156 113.9' JACKED 24" RCP HGLROBERT McLENONSAMUEL MEDINA64 DP-7 360 350 370 370 360 350 c e d a b HGL c DRAINAGE SYSTEM NO 15A a e Inv 351.82 d e d f d e f DI TYPE G2 PER CTSP D73 H=4.3', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 H=4.3', GRATE TYPE 24-12 b d DI TYPE G2 PER CTSP D73 H=4.1', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 H=4.0', GRATE TYPE 24-12 "A" 423+90.00, 3.63' Rt"A" 423+90.00, 3.63' Lt4.3' X 24" RCP S= 0.0100 Inv 352.41Inv 351.78 204.3' X 24" RCP 23.2' X 24" RCP 6.0' X 24" RCP Inv 352.01 Inv 352.07 S= 0.0100 S= 0.0100GRATE FL ELEV 356.05"A" 423+62.92, 4.50' LtGRATE FL ELEV 356.05"A" 423+62.92, 4.50' RtGRATE FL ELEV 356.08"A" 423+90.00, 3.63' Rt10' X 10' X 2.5' RSP PER DETAIL Sht DD-2 PER DETAIL Sht DD-1 10' X 10' X 2.5' RSP TRANSITION CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 RFI 49 ( ) ( ) ( ) PROTECT IN PLACE EXIST 18" RCP RFI 49 362.22RFI 16G2 RFI 53 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>8:52:17 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ib007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 L. LEVY JONATHAN 39712 12/31/15 JONATHAN LEVY6/18/14 7/18/14 JAMES N. SIMON 8-12-2016 DRAINAGE SYSTEM NO 15 DRAINAGE SYSTEM NO 16 FG OG OGFG S=0.0049 90.0°89.5° "A" • "H1" • BASIN 5 INFILTRATION "H3" • OG "A" • SAME POINT S=0.0018 VERT 1"=5' SCALE: HORIZ 1"=50' 360 350 360 350 340 360 350 360 350 340 360 350 340 360 350 360 340 350 360 360 c a c a b d e a Inv 348.83 Inv 348.79 Inv 344.90 Inv 350.16 Inv 353.69 Inv 350.02 Inv 348.00 Inv 348.81 Inv 350.43 S= 0.0174 c b b b d f 360 350 c d a b c a b c e d a b 85.7' X 24" RCP a b 77.0' X 24" RCPInv 334.9927" SANITARY SEWER LINEInv 348.36Exist 46" IRRIGATION LINE12e EARTHEN SWALE 18 e BROW DITCH a TYPE B 24" Conc FES PER CTSP D94B TYPE B 24" Conc FES PER CTSP D94B SEE SYSTEM 20f TYPE B 24" Conc FES PER CTSP D94B 47.6' X 24" RCP TYPE B 24" Conc FES PER CTSP D94B 105.1' X 18" RCP Inv 352.63 HGL HGL HGL HGL HGL HGL HGL"H5" 540+09.93, 50.76' Lt"H5" 536+55.97, 50.00' LtFL ELEV 354.31"H" 19+11.86, 53.00 RtFL ELEV 354.99"H" 19+11.86, 51.00' Lt"H2" 217+00.00, 82.65' RtGRATE FL ELEV 360.57"H2" 217+00.00, 4.00' Lt"H2" 217+00.00, 52.60' LtGRATE FL ELEV 359.33"H2" 216+20.00, 4.00' LtDRAINAGE PROFILES DI TYPE OS PER CTSP D72 H=4.4' H=11.8', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 H=8.9', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 CONCRETE ENCASED PER Sht DD-2 354.0' X 24" RCP, Adj CURB OPENING TO GRADE ROBERT McLENONSAMUEL MEDINA65 DP-8 PER DETAIL Sht DD-1 10' X 10' X 2.5' RSP TRANSITION DETAIL Sht DD-2 10' X 10' X 2.5' RSP PER CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 * * CCO 28, SEE SYSTEM 28 FOR DIA * *7/30/15RFI #3906 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>8:54:36 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ib008.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 L. LEVY JONATHAN 39712 12/31/15 JONATHAN LEVY6/18/14 7/18/14 SAN8-12-2016 JAMES N. SIMON DRAINAGE SYSTEM NO 18 DRAINAGE SYSTEM NO 20A DRAINAGE SYSTEM NO 19 DRAINAGE SYSTEM NO 20 OG FGOG OG OG FG FG FG S=0.0154 S=0.0210 S=0.0500 0.8° 90.0° "H" • OPENING DI Exist CURB Exist 18" RCP SAME POINT "H2" • BASIN 1 INFILTRATION S=0.0030 VERT 1"=5' SCALE: HORIZ 1"=50' 360 350 340 360 350 340 360 350 370 370 360 350 350 360 350 360 350 360 350 360 a ec a a a Inv 357.01 Inv 343.88 b b d b"H" 18+36.27 106.02' Ltc e d a b a b Inv 334.9827" SANITARY SEWER LINEInv 357.49(FIELD VERIFY)Exist TELEMETER CABLEInv 336.3724" SANITARY SEWER LINESEE SYSTEM 1630a a b 97.1' X 24" RCP c c DETAIL Sht DD-5 DRAINAGE BASIN OUTLET Str PER 105.0' X 24" RCP HGL HGL HGL HGL HGL HGL FL ELEV 362.18"H" 38+74.15, 48.05' RtGRATE FL ELEV 366.01"H1" 121+59.03, 44.00' RtFL ELEV 353.95"H" 18+05.00, 51.00' LtFL ELEV 353.76"H" 18+05.00, 53.00' RtDRAINAGE PROFILES 55.6' X 24" RCP 60.3' X 24" RCP S= 0.0295 DI TYPE OL-10 PER CTSP D72 H=4.8' H=12.0', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 DI TYPE OL-7 PER CTSP D72 H=8.2' DI TYPE OS PER CTSP D72 H=4.1' Inv 349.93 Inv 346.56 Inv 345.81 S=0.0321 S=0.0320 Inv 353.31 CONNECTION PER SHEET DD-3 PIPE TO EARTHEN SWALE h h"H1" 136+56.08, 37.27 RtTYPE B 24" Conc FES PER CTSP D94B TYPE B 24" Conc FES PER CTSP D94B CONNECTION PER SHEET DD-3 PIPE TO EARTHEN SWALE d d "H1" 121+56.91 97.04' RtInv 354.00 Inv 352.36 S=0.0030 Inv 353.65 EARTHEN SWALEROBERT McLENONSAMUEL MEDINA66 DP-9 112.7' JACKED 24" RCPf f g g CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304GRATE FL ELEV 357.77"A" 436+59.56, 2.50' RtGRATE FL ELEV 357.77"A" 436+59.56, 2.50' Lteig h j f d f d e Inv 353.75 3.0' X 24" RCP 6.6' X 18" RCP g h i j DRAINAGE INLET TYPE G1 (H=4.0') REMOVE AND RECONSTRUCT DRAINAGE INLET TYPE G1 (H=4.1) REMOVE AND RECONSTRUCT FRI 33 CCO 34 FRI 33 CCO 34 362.28RFI 16340TOP OF PIPE ELEVATION 352±Exist 46" IRRIGATION LINE90.0°g FL ELEV 354.31"H" 19+11.86, 53.00' RtHGL Inv 352.83Inv 352.34 S=0.0072 f 104.5' X 18" RCP DI TYPE OS PER CTSP D72 H=1.5' f g FRI 39 CCO 28 FRI 39 CCO 287/30/15RFI #39SAN7/17/15RFI #33SAN06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 Exc Emb STATION CY TOTAL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>8:58:13 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ib009.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 L. LEVY JONATHAN 39712 12/31/15 JONATHAN LEVY6/18/14 7/18/14 JAMES N. SIMON 8-12-2016 DRAINAGE SYSTEM NO 26 DRAINAGE SYSTEM NO 27 DRAINAGE SYSTEM NO 28 DRAINAGE SYSTEM NO 21 FG S=0.0050 OG OG OG FG FG 4.1° 31.5° "H" • "H1" • "H" • TRACT 6226 SEWER PLANS SEE GRANITE POINTE CITY SUMP LOT B FG OG "H1" • "A" • 10'-0"4'-0"4'-0" 4'-0"4'-0" 4'-0"4'-0"1'-0"SECTION A-A B B A A SECTION B-B PLAN 2'-0" 2'-0" 2'-0" DD-1 NO SCALE DRAINAGE DETAILS TOP EARTHEN SWALE TOP EARTHEN SWALE FLOW LINE 2'-0" RSP TRANSITION 4:14:1 4:14:1 DEPTHSYSTEM DRAINAGE 18 e 25 c 25 d 20 g 12" 12" 12" 18" EARTHEN SWALE h20 12" 12" 12"f12 8A a e12 12" 30 a d30 12" 12" R/W EARTHEN SWALE 1 4 1 4 PER SPECIFICATIONS HYDROSEED WITH BIOSWALE MIXTURE ES 3'-0" Min 1'-0"ROBERT McLENONSAMUEL MEDINA67 FILTER FABRIC 10'-0" RSP FILTER FABRICMIN DEPTHLIGHT RSP LIGHT RSP T = 2.5' CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>8:59:31 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ic001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 FG OG JAMES N. SIMON 8-12-2016 CONCRETE BROW DITCH 3'-0" 2'-0"3'-0"2'-0"6"6" 6" O.D. 17 GAGE STUCCO NETTING Reinf WITH 1.5" x 1.5" DEPTHSYSTEM DRAINAGE 18 g CONCRETE BROW DITCH 4:1 4:14:14:1 DI TYPE G2 PLAN VIEW CONCRETE ENCASED PIPE DETAIL CONCRETE APRON SECTION D-D D D 4:12:12:16" 3"DEPTHFG DD-2 NO SCALE DRAINAGE DETAILS2:12:1 4:14:1 12"ROBERT McLENONSAMUEL MEDINA68 4:1 6" CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:13:22 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ic002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 JAMES N. SIMON 8-12-2016 24" RCP SD A A 2' TYPE B FES PER CTSP D94B 12'12'10'EARTHEN SWALE PER DD-1 PLAN VIEW PIPE TO EARTHEN SWALE CONNECTION DD-3 NO SCALE DRAINAGE DETAILS BBROBERT McLENONSAMUEL MEDINA69 EARTHEN SWALE PER DD-1 LIGHT RSP SECTION B-B 10' TRANSITION TOP EARTHEN SWALE FLOW LINE FILTER BLANKET TOP BROW DITCH LIGHT RSP T = 2.5' 10'-0" 6'-0"6'-0" B B A A PLAN 2'-0" 4:14:1 2'-0" 2'-0" 10'-0"SECTION A-A VARIES 2'-6'0'-2' VARIES VARIES 2'-6' 1'-1.5' VARIES LIGHT RSP FILTER FABRIC BROW DITCH TO EARTHEN SWALE TRANSITION PLANS) FES (SEE DRAINAGE PIPE FLOW LINE FG EARTHEN SWALE EARTHEN SWALE4'1.5'2'1.0'1.5'2.5'T=1.5'1.5'24" RCP 4 :1 4:1 SECTION C-C LIGHT RSP FILTER FABRIC CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:17:32 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ic003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 JAMES N. SIMON 8-12-2016 SECTION D-D FG OG 24" RCP 3.0'4:11.0'12'2'12' PLAN SECTION A-A SECTION B-B SECTION B-B SECTION B-B Elev ASYSTEM DRAINAGE 25 a 25 e 29 a 24 a 30 b 31 b b 30 f Elev B Elev C LENGTH OVERSIDE DRAIN 18 h 32 b OFFSETSTATION 21.00' Rt"H2" 207+50.00 "H2" 211+28.07 33.00' Rt 351.19'350.45'349.45' 350.36'351.36'352.89' "H3" 316+00.00 37.00' Rt 359.59'348.00' "H3" 319+12.46 37.00' Rt 352.13'348.00' "H1" 128+79.98 48.04' Rt 354.01'352.85'351.85' "H6" 626+48.95 37.00' Lt 353.13'348.00' 31A "H6" 627+91.26 352.57'348.00' "A" 444+00.08 75.64' Rt 357.85'356.00'355.00' "H6" 630+49.83 37.00' Lt 358.69'348.00' "A" 450+40.00 82.00' Lt 358.58'357.70'356.70' 37.00' Lt DD-4 NO SCALE DRAINAGE DETAILSEDGE OF FILLGUTTER LINEFLOW10'.....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................5" 3" 2.75' A A BBElev A Elev B OVERSIDE DRAIN TO Conc BROW DITCH CONNECTION OVERSIDE DRAIN TO BASIN CONNECTION OVERSIDE DRAIN TO EARTHEN SWALE CONNECTION Elev B Elev B Elev B OVERSIDE DRAIN OVERSIDE DRAIN OVERSIDE DRAIN PER DD-2 Conc BROW DITCH INFILTRATION BASIN Elev A (Sta, OFFSET) Elev A (Sta, OFFSET) Elev A (Sta, OFFSET) 3"3" (Typ) HMA DIKE TYPE A 5" 3"3" 6" SHOULDER 6" SHOULDER 6" SHOULDERFLOW Elev C Elev C 33 b "H5" 529+00.00 358.31'348.00' 34 b "H5" 529+85.00 357.26'348.00' 35 a "H5" 532+71.11 33.00' Lt 352.63'351.49'350.49' 5.00' Rt 5.00' Rt 3" 3" 3" HMA OVERSIDE DRAIN DITCH SECTION TYPE E DIKE TO TRANSITION FROM R=5' R=5'10'SLOPE 7.42'11.86% 20.03'20.62% 19.00'8.05% 16.88'4.38% 50.25'23.06% 14.45%8.03' 10.92'16.94% 26.42'19.42% 20.26%22.56' 47.65'22.44% 49.64'20.77% 52.22'17.73% 12.00'9.50% LENGTH LENGTH LENGTH ROBERT McLENONSAMUEL MEDINA70 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:18:34 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ic004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 JAMES N. SIMON 8-12-2016 DD-5 NO SCALE DRAINAGE DETAILSROBERT McLENONSAMUEL MEDINA71 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:51:39 PM1/9/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ic005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 JAMES N. SIMON 8-12-2016 ROBERT McLENONSAMUEL MEDINA68 4.0'4.0' PCC Slab #4 Rebar - 18" O.C. Each Way AC Layer 0.5' 0.65' Inv 353.37 EP Elev 357.35 4.0'4.0' PCC Slab #4 Rebar - 18" O.C. Each Way AC Layer 0.5' Inv 353.42 EP Elev 357.68 SECTION OF DRAINAGE SYSTEM 21 PIPE d AT H1 RT ET DD-6 NO SCALE DRAINAGE DETAILS d 24" RCP d 24" RCP 21 21 SECTION OF DRAINAGE SYSTEM 21 PIPE d AT H1 LINE 1" PCC Encasement 6" 6" 6" 1'-0" 1'-0" 1'-0" 1'-0" PCC Encasement 6" 6" Varies 1" Pad 1" Polystyrene Pad 1" Polystyrene SCOTT NEFF 52992 12/31/16 6" CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 ADDITIONAL SHEET a 71a CCO 34 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:20:09 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ic006a.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 JONATHAN LEVY7/18/14 JAMES N. SIMON 8-12-2016 DQ-1 NO SCALE DRAINAGE QUANTITIES QUANTITIESDRAINAGE B) METHOD (LIGHT,RSP FES CONCRETE24" COVER MAXIMUM(N) RCP18" RCP24" RCP 24"JACKED "H" INLET OF HEIGHT(N) STRUCTURE)(MINOR CONCRETEMINOR GRATE & FRAME(N) COVER & FRAME(N) STEEL AND IRONMisc AREA)(MISCELLANEOUS HMAPLACE EXCAVATIONDITCH LINING) (DITCHCONCRETE INLETADJUST FESREMOVE INLETREMOVE INLETABANDON CULVERTABANDONDESCRIPTION STATION No. SYSTEMDRAINAGE UNITDRAINAGE SHEET PLANDRAINAGECY SQYD EA LF LF LF LF LF CY EA EA LB TON SQYD CY CY EA EA EA EA LF 1 a D-1 1 D94B CTSP PER FES Conc 24" BTYPE "A"408+54.28 94.1 Lt 1 b D-1 2.2 13.6 RCP13.6'x24"1 c D-1 2 652 "A"408+54.59 79.1 Lt 1 d D-1 4.0 1 e D-1 4.8 1.77 1 326 24-12 TYPE GRATE H=4.8', D73 CTSP PER G2 TYPEDI "A"1 f D-1 4.1 1 D-1 4.7 1.74 1 326 24-12 TYPE GRATE H=4.7', D73 CTSP PER G2 TYPEDI "A"408+57.54 68.3 Rt 1 D-1 4.8 439.8 RCP439.8'x24"1 D-1 1 D94B CTSP PER FES Conc 24" BTYPE "A"412+96.46 114.1 Rt 1 D-1 1 D-2 1 1A a D-1 94.9 1A b D-1 1 1A c D-1 84.1 1A d D-1 1 1A e D-1 3.6 33.9 RCP33.9'x24"2 a D-2 5.6 1.97 1 326 24-12 TYPE GRATE H=5.6', D73 CTSP PER G2 TYPEDI "A"414+13.51 70.3 Lt 2 b D-2 4.6 67.0 RCP 24" JACKED67.0'2 c D-2 6.4 2.18 1 326 24-12 TYPE GRATE H=6.4', D73 CTSP PER G2 TYPEDI "A"414+13.51 2 d D-2 4.8 98.4 RCP 24" JACKED98.4'2 D-2 1 D94B CTSP PER FES Conc 24" BTYPE "A"414+13.51 141.1 Rt 2 D-2 2 D-2 4.5 1.69 1 326 24-12 TYPE GRATE H=4.5', D73 CTSP PER G2 TYPEDI "A"413+87.58 105.0 Lt 2A a D-2 2.6 20.3 RCP20.3'x24"2A b D-2 1 326 "A"414+10.76 107.0 Lt 2A c D-2 2.6 18.7 RCP18.7'x24"2A d D-2 1 326 "A"414+32.38 109.3 Lt 2A e D-2 3 2 1 TOTALSSHEET 10'x10'x2.5' RSP PER DETAIL Sht DD-2 10'x10'x2.5' RSP PER DETAIL Sht DD-2 10'x10'x2.5' RSP PER DETAIL Sht DD-2 23 23 23 27.75 69 Abn 24" CMP Abn DI Abn 24" CMP REMOVE METAL FES 4.3 2.68 4.6 4.5 DI TYPE GT4 PER CTSP D74A H=4.3', GRATE TYPE Dbl 24-12 DI TYPE GO PER CTSP D74B H=4.6', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 H=4.5', GRATE TYPE 24-12 1.63 1.69 REMOVE METAL FES 17.53 i j k l m D-1 D-1 D-1g h 1 1 n1 75.1 64.3 75.1' JACKED 24" RCP 64.3' JACKED 24" RCP 2.0'x24" RCP 24-12 TYPE GRATE H=4.8', D73 CTSP PER G2 TYPEDI "A"408+56.17 Rt2.0 2.0408+56.17 4.8 1.77 1 326 2.04.0 138.26'x24" RCP4.0 D-2 D-2 2 2 g h i e f 2.0'x24" RCP 24-12 TYPE GRATE H=4.8', D73 CTSP PER G2 TYPEDI 414+13.51 Rt"A"2.0 2.0 Lt Lt 2.04.0 1 3266.4 2.18 D-22AfAbn 18" RCP82.3 261.33586 138.3 304.8666.6RSP FABRIC (CLASS 8)MINOR HMAROBERT McLENONSAMUEL MEDINA72 9.25 9.25 9.25 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:22:04 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930id001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-2016 DQ-2 NO SCALE DRAINAGE QUANTITIES QUANTITIESDRAINAGE B) METHOD (LIGHT,RSP FES CONCRETE24" COVER MAXIMUM(N) RCP18" RCP24" RCP 24"JACKED "H" INLET OF HEIGHT(N) STRUCTURE)(MINOR CONCRETEMINOR GRATE & FRAME(N) COVER & FRAME(N) STEEL AND IRONMisc AREA)(MISCELLANEOUS HMAPLACE EXCAVATIONDITCH LINING) (DITCHCONCRETE INLETADJUST FESREMOVE INLETREMOVE INLETABANDON CULVERTABANDONDESCRIPTION STATION No. SYSTEMDRAINAGE UNITDRAINAGE SHEET PLANDRAINAGECY SQYD EA LF LF LF LF LF CY EA EA LB TON SQYD CY CY EA EA EA EA LF 1 326 "H4"423+81.33 36.7 Lt 3 a D-3 5.1 3 b D-6D-3, 1 326 "H4"424+98.23 19.9 Lt 3 c D-6 5.1 105.0 RCP105.0'x24"3 d D-6 DD-2 Sht DETAIL PER APRONConc 4 a D-2 4.3 1.64 1 326 24-12 TYPE GRATE H=4.3', D73 CTSP PER G2 TYPEDI "A"421+11.68 105.0 Lt 4 b D-2 5.2 155.5 RCP155.5'x24"4 c D-2 1 326 "A"419+55.00 81.1 Lt 4 d D-2 5.6 77.9 RCP 24" JACKED77.9'4 e D-2 6.9 2.30 1 326 24-12 TYPE GRATE H=6.9', D73 CTSP PER G2 TYPEDI "A"419+55.00 4 f D-2 5.7 170.8 RCP 24" JACKED170.8'4 D-2 1 D94B CTSP PER FES Conc 24" BTYPE "A"419+55.00 199.2 Rt 4 D-2 4 D-2 1 174 "H"32+10.47 50.0 Lt 5 a D-5 11.4 123.3 RCP123.3'x24"5 b D-5 1 174 "H3"310+40.44 22.0 Rt 5 c D-5 13.4 70.4 RCP70.4'x24"5 d D-5 1 174 "A"311+13.84 28.7 Rt 5 e D-5 13.6 128.0 RCP128.0'x24"5 f D-5D-2, 1 D94B CTSP PER FES Conc 24" BTYPE "H3"320+13.08 97.8 Rt 5 g D-2 5 h D-2 2 248.7 TOTALSSHEET 10'x10'x2.5' RSP PER DETAIL Sht DD-2 10'x10'x2.5' RSP PER DETAIL Sht DD-2 23 23 46 102.3 102.3'x24" RCP DI TYPE G2 PER CTSP D73 H=4.3', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 H=7.0', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 H=6.4', GRATE TYPE 24-12 DI TYPE OS PER CTSP D72 H=7.5' DI TYPE OS PER CTSP D72 H=12.6' DI TYPE OS PER CTSP D72 H=14.3' 4.3 1.64 2.337.0 0.89 6.4 2.18 7.5 12.6 14.3 2.66 5.56 6.22 686.5 27.72 6.9 2.30 1 326 24-12 TYPE GRATE H=6.9', D73 CTSP PER G2 TYPEDI 2.0'x24" RCP2.0 4 D-2 "A"419+55.00 Rt 4 D-2 g h i j k 2.5 2.5 Lt 2478RSP FABRIC (CLASS 8)MINOR HMAROBERT McLENONSAMUEL MEDINA73 9.25 9.25 18.50 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:23:29 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930id002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-2016 DQ-3 NO SCALE DRAINAGE QUANTITIES QUANTITIESDRAINAGE B) METHOD (LIGHT,RSP FES CONCRETE24" COVER MAXIMUM(N) RCP18" RCP24" RCP 24"JACKED "H" INLET OF HEIGHT(N) STRUCTURE)(MINOR CONCRETEMINOR GRATE & FRAME(N) COVER & FRAME(N) STEEL AND IRONMisc AREA)(MISCELLANEOUS HMAPLACE EXCAVATIONDITCH LINING) (DITCHCONCRETE INLETADJUST FESREMOVE INLETREMOVE INLETABANDON CULVERTABANDONDESCRIPTION STATION No. SYSTEMDRAINAGE UNITDRAINAGE SHEET PLANDRAINAGECY SQYD EA LF LF LF LF LF CY EA EA LB TON SQYD CY CY EA EA EA EA LF 1 174 "H"35+45.40 50.0 Lt 6 a D-5 8.9 97.0 RCP97.0'x24"6 b D-5 1 174 "H"35+45.40 50.0 Rt 6 c D-5 9.2 50.8 RCP50.8'x24"6 d D-5 DD-2 Sht DETAIL PER APRONConc 6 e D-5 10.4 4.33 1 326 24-12 TYPE GRATE H=10.4', D73 CTSP PER G2 TYPEDI "H3"313+29.49 52.5 Lt 6 f D-5 14.2 85.8 RCP85.8'x24"6 g D-5 1 326 "H3"313+40.36 35.5 Rt 6 h D-5 12.3 79.0 RCP79.0'x24"6 i D-5D-2, 1 D94B CTSP PER FES Conc 24" BTYPE "H3"313+75.16 113.9 Rt 6 j D-2 6 k D-2 8.0 2.59 1 326 24-12 TYPE GRATE H=8.0', D73 CTSP PER G2 TYPEDI "H2"221+74.77 43.5 Rt 6A a D-5 8.7 76.4 RCP76.4'x24"6A b D-5 1 326 "H4"426+05.13 19.0 Lt 8 a D-6 7.8 33.8 RCP33.8'x24"8 b D-6 1 174 "H"24+00.95 50.0 Rt 8 c D-6 11.2 50.2 RCP50.2'x24"8 d D-6 1 174 "H"24+54.61 50.0 Rt 8 e D-6 13.3 97.2 RCP97.2'x24"8 f D-6 1 170 "H"24+54.61 50.1 Lt 8 g D-6 14.6 66.0 RCP66.0'x24"8 h D-6 DD-2 Sht DETAIL PER APRONConc 8 i D-6 1 326 "H6"632+58.38 40.5 Rt 8 j D-6 18.5 74.4 RCP74.4'x24"8 k D-6 1 326 "H6"632+44.11 35.5 Lt 8 l D-6 14.5 73.5 RCP73.5'x24"8 m D-6 1 D94B CTSP PER FES Conc 24" BTYPE "H6"632+01.34 106.6 Lt 8 n D-6 8 o D-6 8A a D-6D-3, 8A b D-6 1.74 110 W=6'-4" D89 CTSP PER Hdwl "L" PIPE CIRCULAR24""H"23+35.86 149.3 Lt 8A c D-6 14.5 171.4 RCP171.4'x24"8A d D-6 2 955.5 2932 TOTALSSHEET 23 23 23 27.75 69 10'x10'x2.5' RSP PER DETAIL Sht DD-2 10'x10'x2.5' RSP PER DETAIL Sht DD-2 10'x10'x2.5' RSP PER DETAIL Sht DD-2 5.15 DI TYPE OL-7 PER CTSP D72 H=10.3' 59.13 455.1'x2.0'x1.0' TRAPEZOIDAL EARTHEN SWALE PER DETAIL Sht DD-1101.13 101.13 DI TYPE OL-10 PER CTSP D72 H=15.7'7.72 8.3 10.3 14.4 5.9 11.0 13.9 15.7 16.6 16.7 6.58 6.54 0.89 6.06 4.94 2.05 5.76 0.89 3.89 DI TYPE OS PER CTSP D72 H=8.3' DI TYPE G2 PER CTSP D73 H=14.4', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 H=5.9', GRATE TYPE 24-12 DI TYPE OS PER CTSP D72 H=11.0' DI TYPE OS PER CTSP D72 H=13.9' DI TYPE G2 PER CTSP D73 H=16.6', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 H=16.7', GRATE TYPE 24-12RSP FABRIC (CLASS 8)MINOR HMAROBERT McLENONSAMUEL MEDINA74 9.25 9.25 9.25 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:24:20 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930id003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 NO SCALE DQ-4 DRAINAGE QUANTITES QUANTITIESDRAINAGE B) METHOD (LIGHT,RSP FES CONCRETE24" COVER MAXIMUM(N) RCP18" RCP24" RCP 24"JACKED "H" INLET OF HEIGHT(N) STRUCTURE)(MINOR CONCRETEMINOR GRATE & FRAME(N) COVER & FRAME(N) STEEL AND IRONMisc AREA)(MISCELLANEOUS HMAPLACE EXCAVATIONDITCH LINING) (DITCHCONCRETE INLETADJUST FESREMOVE INLETREMOVE INLETABANDON CULVERTABANDONDESCRIPTION STATION No. SYSTEMDRAINAGE UNITDRAINAGE SHEET PLANDRAINAGECY SQYD EA LF LF LF LF LF CY EA EA LB TON SQYD CY CY EA EA EA EA LF 1 174 "H"24+54.61 50.1 Lt 8B a D-6 13.4 199.5 RCP199.5'x24"8B b D-6 4.1 2.23 1 170 8C a D-6 7.5 121.3 8C b D-6 1 174 "H"28+05.20 50.0 Rt 9 a D-3 3.6 123.6 RCP123.6'x24"9 b D-3 5.1 1.99 1 174 H=5.1' D72 CTSP PER OS TYPEDI "H6"635+60.71 22.0 Lt 9 c D-3 13.1 66.4 RCP66.4'x24"9 d D-3 1 174 "H6"634+91.03 27.0 Lt 9 e D-3 14.4 130.5 RCP130.5'x24"9 f D-3 1 D94B CTSP PER FES Conc 24" BTYPE "H6"625+84.65 116.8 Lt 9 g D-3 9 h D-3 10 a D-2 1 D94B CTSP PER FES Conc 24" BTYPE "H2"213+10.00 37.7 Lt 10 b D-2 6.1 89.7 RCP89.7'x24"10 c D-2 1 D94B CTSP PER FES Conc 24" BTYPE "H2"213+10.00 50.0 Rt 10 d D-2 11 a D-3 1 D94B CTSP PER FES Conc 24" BTYPE "A"430+50.00 121.3 Lt 11 b D-3 6.7 119.8 RCP 24" JACKED119.8'11 c D-3 7.8 2.53 1 326 24-12 TYPE GRATE H=7.8', D73 CTSP PER G2 TYPEDI "A"430+50.00 11 d D-3 6.4 11 D-3 Rt 11 D-3 12 a D-3 1 D94B CTSP PER FES Conc 24" BTYPE "H5"532+65.00 42.1 Rt 12 b D-3 5.6 94.1 RCP94.1'x24"12 c D-3 1 D94B CTSP PER FES Conc 24" BTYPE "H5"532+65.00 46.6 Lt 12 d D-3 89.13 12 e D-4D-3, 79.69 12 f D-3 168.82 TOTALSSHEET 23 23 23 23 10'x10'x2.5' RSP PER DETAIL Sht DD-2 10'x10'x2.5' RSP PER DETAIL Sht DD-2 10'x10'x2.5' RSP PER DETAIL Sht DD-2 10'x10'x2.5' RSP PER DETAIL Sht DD-2 2.36 22.45 DI TYPE OL-7 PER CTSP D72 H=4.6' 37.00 "H1"130+43.87 52.07TYPE B 24" Conc FES PER CTSP D94B1 7 174.1' JACKED 24" RCP174.1 293.9 8C 8C c d D-6 D-6118.3'x24" RCP 23.5'X 24" RCP DI TYPE OL-7 PER CTSP D72 H=5.4' DI TYPE G2 PER CTSP D73 H=3.8', GRATE TYPE 24-12 "H"Rt "H4"427+27.02 20.0 Lt 22+79.11 48.0 401.1'x2.0'x1.0' TRAPEZOIDAL EARTHEN SWALE PER DETAIL Sht DD-1 358.6'x2.0'x1.0' TRAPEZOIDAL EARTHEN SWALE PER DETAIL Sht DD-1 4.6 4.3 1.77 14.9 6.45 DI TYPE OS PER CTSP D72 H=4.3' DI TYPE OS PER CTSP D72 H=14.9' 5.4 2.59 1 174 8.4 118.3 943.4 169292 e f g h i j k D-3 D-3 D-3 11 11 11 2.0 Lt "A"430+50.00 2.0 Rt 11 D-3 11 24-12 TYPE GRATE H=7.8', D73 CTSP PER G2 TYPEDI7.8 2.53 1 326 6.5 2.0 2.0'x24" RCP D-3 Abn DI Abn DI Abn 18" RCP 1 1 2 193.5 193.5RSP FABRIC (CLASS 8)MINOR HMAROBERT McLENONSAMUEL MEDINA75 9.25 9.25 9.25 9.25 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:25:13 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930id004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 JAMES N. SIMON 8-12-2016 DQ-5NO SCALE DRAINAGE QUANTITIES QUANTITIESDRAINAGE B) METHOD (LIGHT,RSP FES CONCRETE24" COVER MAXIMUM(N) RCP18" RCP24" RCP 24"JACKED "H" INLET OF HEIGHT(N) STRUCTURE)(MINOR CONCRETEMINOR GRATE & FRAME(N) COVER & FRAME(N) STEEL AND IRONMisc AREA)(MISCELLANEOUS HMAPLACE EXCAVATIONDITCH LINING) (DITCHCONCRETE INLETADJUST FESREMOVE INLETREMOVE INLETABANDON CULVERTABANDONDESCRIPTION STATION No. SYSTEMDRAINAGE UNITDRAINAGE SHEET PLANDRAINAGECY SQYD EA LF LF LF LF LF CY EA EA LB TON SQYD CY CY EA EA EA EA LF 1 D94B CTSP PER FES Conc 24" BTYPE "H3"317+80.00 47.7 Lt 13 a D-2 9.2 81.7 RCP81.7'x24"13 b D-2 6.4 2.18 1 326 24-12 TYPE GRATE H=6.4', D73 CTSP PER G2 TYPEDI "A"217+00.00 3.5 Lt 13 c D-2 4.3 23.8 RCP23.8'x24"13 d D-2 1 D94B CTSP PER FES Conc 24" BTYPE "H3"317+80.00 60.8 Rt 13 e D-2 1 D94B CTSP PER FES Conc 24" BTYPE "H6"628+25.00 58.2 Lt 14 a D-3 8.0 104.0 RCP104.0'x24"14 b D-3 1 D94B CTSP PER FES Conc 24" BTYPE "H6"628+25.00 45.8 Rt 14 c D-3 15 a D-3 1 D94B CTSP PER FES Conc 24" BTYPE "A"424+28.34 112.4 Rt 15 b D-3 2.4 15 c D-3 165.2 15 D-3 1 1 5.2 3.67 1 170 H=5.2' D72 CTSP PER OL-14 TYPEDI "H1"117+63.12 6.5 Lt 16 a D-5 3.3 29.6 16 b D-5 1 170 "H1"117+63.12 26.1 Rt 16 c D-5 6.5 115.6 RCP115.6'x24"16 d D-5 1 174 "H1"118+81.68 27.1 Rt 16 e D-5 7.3 42.0 RCP42.0'x24"16 f D-5 1 D94B CTSP PER FES Conc 24" BTYPE "H1"118+81.60 70.6 Rt 16 g D-5 16 h D-5 1 17 a D-7 82.4 17 b D-7 6 3 247.6 TOTALSSHEET 23 23 18.50 46 10'x10'x2.5' RSP PER DETAIL Sht DD-2 10'x10'x2.5' RSP TRANSITION PER DETAIL Sht DD-1 29.6'x24" RCP REMOVE METAL FES REMOVE METAL FES 4.7 8.8 2.39 4.09 DI TYPE OL-7 PER CTSP D72 H=4.7' DI TYPE OS PER CTSP D72 H=8.8' Abn 24" CMP (FROM "A" Sta 423+71.44, 82.67' Rt TO "A" 424+07.67, 81.56' Lt) REMOVE METAL FES Abn 24" CMP (FROM "A" Sta 450+23.32, 1.47' Lt TO "A" 450+39.52, 76.00' Lt) Rt"A"450+39.52 76.0 "A"424+07.67 81.6 "A"82.7 Rt423+71.44 Lt 19.21 1536630.2 d 113.9' JACKED 24" RCP113.9 113.9RSP FABRIC (CLASS 8)MINOR HMAROBERT McLENONSAMUEL MEDINA76 15 D-3e 15 D-3f DI TYPE G2 PER CTSP D73 H=4.3', GRATE TYPE 24-12 DI TYPE G2 PER CTSP D73 H=4.3', GRATE TYPE 24-12 4.3'x24" RCP "A" "A" Rt423+90.00 423+90.00 3.6 3.6 Lt 15a 15a 15a 15a 15a 15a a b c d e f 15a g 15a h 15a i 15a j 15a k 15a l D-3 D-3 D-3 D-3 D-3 D-3 D-3 D-3 D-3 D-3 D-3 D-3 204.3'x24" RCP 23.2'x24" RCP DI TYPE G2 PER CTSP D73 H=4.1', GRATE TYPE 24-12 6.0'x24" RCP DI TYPE G2 PER CTSP D73 H=4.0', GRATE TYPE 24-12 "A" "A" 423+90.00 423+90.00 4.5 4.5 Lt Rt REMOVE DI REMOVE DI REMOVE DI REMOVE DI 1 1 1 1 4 6.0 23.2 204.3 2.0 2.1 4.1 17414.3 1.77 17414.3 1.77 17414.1 1.69 17414.0 1.65 9.25 9.25 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 RFI 49 425.9 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:25:55 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930id005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 JAMES N. SIMON 8-12-2016 DQ-6NO SCALE DRAINAGE QUANTITIES QUANTITIESDRAINAGE B) METHOD (LIGHT,RSP FES CONCRETE24" COVER MAXIMUM(N) RCP18" RCP24" RCP 24"JACKED "H" INLET OF HEIGHT(N) STRUCTURE)(MINOR CONCRETEMINOR GRATE & FRAME(N) COVER & FRAME(N) STEEL AND IRONMisc AREA)(MISCELLANEOUS HMAPLACE EXCAVATIONDITCH LINING) (DITCHCONCRETE INLETADJUST FESREMOVE INLETREMOVE INLETABANDON CULVERTABANDONDESCRIPTION STATION No. SYSTEMDRAINAGE UNITDRAINAGE SHEET PLANDRAINAGECY SQYD EA LF LF LF LF LF CY EA EA LB TON SQYD CY CY EA EA EA EA LF 18 a D-4 1 D94B CTSP PER FES Conc 24" BTYPE "H5"50.0 Lt 18 b D-4 3.5 354.0 RCP354.0'x24"18 c D-4 1 D94B CTSP PER FES Conc 24" BTYPE "H5"Lt 18 d D-4 18 e 18 f 1 174 "H"19+11.86 50.0 Rt 19 a D-6 8.2 19 b D-6 1 "H"19+11.86 53.3 Lt 19 c D-6 1 D94B CTSP PER FES Conc 24" BTYPE "H2"217+00.00 83.8 Rt 20 a D-2 11.2 85.7 RCP85.7'x24"20 b D-2 1 326 "H2"217+00.00 3.5 Lt 20 c D-2 9.7 47.6 RCP47.6'x24"20 d D-2 1 D94B CTSP PER FES Conc 24" BTYPE "H2"217+00.00 52.6 Lt 20 e D-2 20 f D-2 41.07 20 g D-2 98.33 20 h D-2 8.9 3.79 1 326 24-12 TYPE GRATE H=8.9', D73 CTSP PER G2 TYPEDI 216+20.00 3.5 Lt 20A a D-2 9.8 77.0 RCP77.0'x24"20A b D-2 1 21 a D-4 170.3 21 b D-4 21 c D-41 21 d D-4 21 e D-4 3.0 21 f D-4 1 2 170.3 TOTALSSHEET 23 23 10'x10'x2.5' RSP TRANSITION PER DETAIL Sht DD-1 10'x10'x2.5' RSP PER DETAIL Sht DD-2 DD-4 Sht DETAIL PER DRAIN OVERSIDEHMA 18 18 D-7D-4, D-7 g h D-4 D-4 112.7 112.7 1 5 TYPE B 24" Conc FES PER CTSP D94B "H1"136+96.89 Rt PIPE TO EARTHEN SWALE CONNECTION PER DETAIL Sht DD-322.40 45 113 1.97 7 536+55.97 232.5'x2.0'x1.5' TRAPEZOIDAL EARTHEN SWALE PER DETAIL Sht DD-1 Conc BROW DITCH TO EARTHEN SWALE TRANSITION PER DD-3 785.1' Conc BROW DITCH PER DETAIL Sht DD-234.17 201.50 184.8'x2.0'x1.0' TRAPEZOIDAL EARTHEN SWALE PER DETAIL Sht DD-1 442.5'x2.0'x1.0' TRAPEZOIDAL EARTHEN SWALE PER DETAIL Sht DD-1 REMOVE METAL FES REMOVE METAL FES 22 105.1 4.4 1.80 11.8 4.83 105.1'x18" RCP DI TYPE OS PER CTSP D72 H=4.4' DI TYPE G2 PER CTSP D73 H=11.8', GRATE TYPE 24-12 Adj CURB OPENING TO GRADE Abn 24" CMP (FROM "A" Sta 436+42.32, 84.71' Rt TO "A" 436+76.33, 82.18' Lt) 37.6 436+76.33"A"82.2 Lt "H2" "A"436+42.32 84.7 Rt 9.00 53.75 1.97 7 375.07 39.8 39.8 49.9 540+09.93 50.8 112.5' JACKED 24" RCP(CONCRETE ENCASED PER Sht DD-2) 826RSP FABRIC (CLASS 8)MINOR HMAROBERT McLENONSAMUEL MEDINA77 9.25 9.25 43.33 g h i j21 21 21 21 D-4 D-4 D-4 D-4 1 1 3.0'x24" RCP 6.6'x18" RCP6.6 564.3 3.01.9 "A" "A"436+60.65 436+58.46 1.5 1.5 Lt RtREMOVE AND RECONSTRUCT DI TYPE G1 PER CTSP D73 H=4.1' 4.0 4.1 1.18 1.20 105.1 2 REMOVE AND RECONSTRUCT DI TYPE G1 PER CTSP D73 H=4.07/30/15RFI #39CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 111.7 6.6 567.3 54.33 56.13 56.13 RFI 39 RFI 39RFI 39 RFI 33RFI 33 RFI 33 RFI 33 RFI 39 RFI 39 RFI 39 RFI 33 CCO 34 CCO 28 SAN7/17/15RFI #33SAN06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:26:54 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930id006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 JAMES N. SIMON 8-12-2016 NO SCALE DQ-7 DRAINAGE QUANTITIES QUANTITIESDRAINAGE B) METHOD (LIGHT,RSP FES CONCRETE24" COVER MAXIMUM(N) RCP18" RCP24" RCP 24"JACKED "H" INLET OF HEIGHT(N) STRUCTURE)(MINOR CONCRETEMINOR GRATE & FRAME(N) COVER & FRAME(N) STEEL AND IRONMisc AREA)(MISCELLANEOUS HMAPLACE EXCAVATIONDITCH LINING) (DITCHCONCRETE INLETADJUST FESREMOVE INLETREMOVE INLETABANDON CULVERTABANDONDESCRIPTION STATION No. SYSTEMDRAINAGE UNITDRAINAGE SHEET PLANDRAINAGECY SQYD EA LF LF LF LF LF CY EA EA LB TON SQYD CY CY EA EA EA EA LF DD-4 Sht DETAIL PER DRAIN OVERSIDEHMA 24 a D-2 24 b D-2 DD-4 Sht DETAIL PER DRAIN OVERSIDEHMA 25 a D-1 25 b D-1 25 c D-1 25 d D-2 DD-4 Sht DETAIL PER DRAIN OVERSIDEHMA 25 e D-1 1 174 "H"38+74.12 50.1 Rt 26 a D-5 4.1 97.1 RCP97.1'x24"26 b D-5 12.0 4.90 1 326 24-12 TYPE GRATE H=12.0', D73 CTSP PER G2 TYPEDI "H1"121+59.06 43.0 Rt 27 a D-5 10.0 52.6 RCP52.6'x24"27 b D-5 "H1"Rt 27 c D-5 1.24 47 "H"18+36.27 106.0 Lt 28 a D-6 8.0 28 b D-6 1 174 "H"18+05.00 53.3 Lt 28 c D-6 4.4 28 d D-6 1 174 "H"18+05.00 50.3 Rt 28 e D-6 DD-4 Sht DETAIL PER DRAIN OVERSIDEHMA 29 a D-2 29 b D-2 895 TOTALSSHEET 23 23 23 10'x10'x2.5' RSP PER DETAIL Sht DD-2 10'x10'x2.5' RSP TRANSITION PER DETAIL Sht DD-1 25 D-1f10'x10'x2.5' RSP TRANSITION PER DETAIL Sht DD-123 10'x10'x2.5' RSP PER DETAIL Sht DD-2 DI TYPE OL-7 PER CTSP D72 H=8.2'4.34 14.11 3.73 14 3.59 13 3.30 12 7.96 29 D-5c27PIPE TO EARTHEN SWALE CONNECTION PER SHEET DD-3 TYPE B 24" Conc FES PER CTSP D94B 121+56.91 97.11 1 45 137 536.4'x2.0'x1.0' TRAPEZOIDAL EARTHEN SWALE PER DETAIL Sht DD-1 163.4'x2.0'x1.0' TRAPEZOIDAL EARTHEN SWALE PER DETAIL Sht DD-1 60.3 105.0 4.1 1.72 8.2 4.8 1.91 DI TYPE OS PER CTSP D72 H=4.8' 60.3'x24" RCP DRAINAGE BASIN OUTLET Str PER DETAIL Sht DD-5 105.0'x24" RCP DI TYPE OS PER CTSP D72 H=4.1' 22.40 315.0 18.58 6859.40 119.20 36.31 155.51RSP FABRIC (CLASS 8)MINOR HMAROBERT McLENONSAMUEL MEDINA78 9.25 9.25 9.25 9.25 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 106915.52419.5 FRI 39 0.7 104.5 1.5 1.41 1 174 DI TYPE OS PER CTSP D72 H=1.5' 104.5'x18" RCP D-6 D-6g f28 28Rt50.319+11.86"H" FRI 39 FRI 39 FRI 397/30/15RFI #39CCO 28 SAN06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:27:51 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930id007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 8-12-2016 JAMES N. SIMON DRAINAGE QUANTITIES CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON NO SCALE DQ-8 QUANTITIESDRAINAGE B) METHOD (LIGHT,RSP FES CONCRETE24" COVER MAXIMUM(N) RCP18" RCP24" RCP 24"JACKED "H" INLET OF HEIGHT(N) STRUCTURE)(MINOR CONCRETEMINOR GRATE & FRAME(N) COVER & FRAME(N) STEEL AND IRONMisc AREA)(MISCELLANEOUS HMAPLACE EXCAVATIONDITCH LINING) (DITCHCONCRETE INLETADJUST FESREMOVE INLETREMOVE INLETABANDON CULVERTABANDONDESCRIPTION STATION No. SYSTEMDRAINAGE UNITDRAINAGE SHEET PLANDRAINAGECY SQYD EA LF LF LF LF LF CY EA EA LB TON SQYD CY CY EA EA EA EA LF 30 a DD-4 Sht DETAIL PER DRAIN OVERSIDEHMA 30 D-3 30 D-4D-3, 30 D-4 31 a D-3 DD-4 Sht DETAIL PER DRAIN OVERSIDEHMA 31 b D-3 31A a D-3 DD-4 Sht DETAIL PER DRAIN OVERSIDEHMA 31A b D-3 32 a D-6 DD-4 Sht DETAIL PER DRAIN OVERSIDEHMA 32 b D-6 TOTALSSHEET 3 2 1 TOTALS SHEETDQ-1 2 248.7 2152 TOTALS SHEETDQ-2 2 955.5 2932 TOTALS SHEETDQ-3 168.82 TOTALS SHEETDQ-4 6 3 247.6 TOTALS SHEETDQ-5 564.3 1 2 170.3 TOTALS SHEETDQ-6 895 TOTALS SHEETDQ-7 1989.03 1 7 TOTALGRAND 23 23 23 74.00 10'x10'x2.5' RSP PER DETAIL Sht DD-2 10'x10'x2.5' RSP PER DETAIL Sht DD-2 10'x10'x2.5' RSP PER DETAIL Sht DD-2 27.75 18.50 27.75 18.50 49.90 59.40 69 46 69 46 756 22.45 211.60 14.11 59.13 101.13 7 26 13619 293.9 1074.0 37.00 112.75113 a b 10'x10'x2.5' RSP PER DETAIL Sht DD-2 DD-4 Sht DETAIL PER DRAIN OVERSIDEHMA b a10'x10'x2.5' RSP PER DETAIL Sht DD-2 DD-4 Sht DETAIL PER DRAIN OVERSIDEHMA a D-3 D-3 D-3 D-3 D-3 33 33 34 34 35 1.96 7 2.34 9 4.62 17 4.09 15 7.60 28 308.23 7.87 29 30 D-3c d e 23 23 23 576.35 612.15 10'x10'x2.5' RSP TRANSITION PER DETAIL Sht DD-1 b 184 39.32 144 18.3 17.53 684.5 25.42 943.4 19.21 105.1 53.75 1.97 7 375.07 39.8 137 1 315.0 18.58 68 105.1 59.87 219 58.1 155.51 D-335 DD-4 Sht DETAIL PER DRAIN OVERSIDEHMA92.61 b 10'x10'x2.5' RSP PER DETAIL Sht DD-223 92 D-4f30 DD-4 Sht DETAIL PER DRAIN OVERSIDEHMA 10'x10'x2.5' RSP TRANSITION PER DETAIL Sht DD-123 312.80 D-3, D-51056.0'x2.0'x1.0' TRAPEZOIDAL EARTHEN SWALE PER DETAIL Sht DD-1 1350.8'x2.0'x1.0' TRAPEZOIDAL EARTHEN SWALE PER DETAIL Sht DD-1 1188.5 261.33586304.8666.6 630.2 113.9 826 1692 1536 193.52 34760RSP FABRIC (CLASS 8)MINOR HMAROBERT McLENONSAMUEL MEDINA79 4 4 9.25 9.25 9.25 9.25 9.25 9.25 9.25 9.25 872.7 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:28:37 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930id008.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVY7/18/14 12/31/15 "H" LINE SS-1 320 330 340 350 360 370 380 390 320 330 340 350 360 370 380 390 R/W R/W "H 4" RA M Pa a b j AND PROFILE SANITARY SEWER PLAN SANITARY SEWER SYSTEM No. 1 1"=10' Vert SCALE 1"=50' Horiz PROFILE SANITARY SEWER SYSTEM No. 1 SCALE 1"=50' SCALE AS SHOWN 4 32 HOSKING AVENUE ROUTE 99"H5" RAMP"H5" LINE "A" LINE"H4" LINE "H6" LINE RIM=357.00 THIS PLAN ACCURATE FOR SEWER WORK ONLY "H6" RAMP ABANDON SEWER b c ABANDON SEWER d e k PLAN 1 30°59'03" MANHOLE REMOVE SEWER 334.99 c d 335.23335.18 335.29 m RIM=377.75 S=0.03%S=0.03% l IN 42" STEEL CASING REMOVE 27" SEWER PIPE n n e IN CONCRETE ENCASEMENT 27"x700' PVC SEWER PIPE IN CONCRETE ENCASEMENT 27"x700' PVC SEWER PIPE m CASING PIPE IN 42" STEEL REMOVE 27" SEWER JOIN EXISTING MODIFY MANHOLE ADJUST SEWER MANHOLE 14.26' Rt "H" 19+86.98 JOIN EXISTINGMODIFY MANHOLEADJUST SEWER MANHOLE14.26' Rt "H" 19+86.98"A" 421+90.86MATCH LINE - SEE SHEET SS-2IN 42" STEEL CASING 27"x210' PLASTIC PIPE IN 42" STEEL CASING 27"x210' PLASTIC PIPESEE SHEET SS-2MATCH LINEREMOVE SEWER MANHOLE 102.85' Rt "H" 29+18.84 EC REMOVE SEWER MANHOLE 102.85' Rt "H" 29+18.84 SEWER MANHOLE 40.00' Rt "H" 26+86.51 BC SEWER MANHOLE 40.00' Rt "H" 26+86.51 PER APWA Std 330-1 MANHOLE SAFETY LEDGE 355.23 80 CONCRETE ENCASEMENT SEWER PIPE IN 27"x244' PVC CONCRETE ENCASEMENT SEWER PIPE IN 27"x244' PVCKEVIN YANGENCASE THE PVC PIPE PER THE DETAIL ON SS-22. CONSTRUCT MANHOLE PER CITY OF BAKERSFEILD STANDARD PLAN S-71. NOTE: SEE DETAIL ON SS-2 FOR BACKFILL FOR CLAY SEWER PIPES REMAIN IN 42" STEEL CASING TO Exist 27"x210' CLAY PIPE SEWER PIPE EXISTING 27" CLAY SEWER PIPE EXISTING 27" CLAY CLAY SEWER PIPE CLAY SEWER PIPE CLAY SEWER PIPE CLAY SEWER PIPE IN 42" STEEL CASING TO REMAIN Exist 27"x210' CLAY PIPE ( )12/31/14SNCCO 4 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:37:00 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ja001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 Exc Emb STATION CY TOTAL 6/30/14 ANNIE YU SCOTT NEFFJAMES WEI6/18/14 7/18/14 OG FG 8 9 20 1 2 3 4 25 6 7 8 9 30 12344253236252 3 4 635 6 425 6 7 8 45254R T L 1 CURVE DATA 450.00'243.35'124.73' 8-12-2016 JAMES N. SIMON 81 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE CLAY SEWER PIPE 6" (Typ) 6" (Typ) 12" (Typ) TRENCH WIDTH CLSM BACKFILL CRUSHED STONE BEDDING 6" (Typ) NATIVE BACKFILL NO SCALE TRENCH WALLS (Typ) UNDISTURBED PROVIDE BELL HOLES CLAY SEWER PIPE BACKFILL DETAIL 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:39:38 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ja002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 Exc Emb STATION CY TOTAL 6/30/14 ANNIE YU SCOTT NEFFJAMES WEI6/18/14 7/18/14 . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . SS-2 320 330 340 350 360 370 380 390 320 330 340 350 360 370 380 390 FG SCALE 1"=50' PLAN 1"=10' Vert SCALE 1"=50' Horiz AND PROFILE SANITARY SEWER PLAN SCALE AS SHOWN (336.25) PROFILE 335.46 336.24"H 1" LIN EH 1 RAMP "H" LINE H2 RAMPH3 RAMPHOSKING AVENUE IN FIELDDEPTH TO BE VERIFIEDAT&T CONDUITABANDON MANHOLE ABANDON SEWER ABANDON MANHOLE ABANDON SEWER ABANDON SEWER EXISTING 24" VCP EXISTING 24" VCP EXISTING 24" VCP "H2" LINE THIS PLAN ACCURATE FOR SEWER WORK ONLY R T L CURVE DATA "H3" LINE S=0.11%S=0.11%"H2" 222+61.98"H" 36+59.09RIM=366.00 n e p q r s t f g h i o SANITARY SEWER SYSTEM No. 1 SANITARY SEWER SYSTEM No. 1 o f h g i REMOVE MANHOLE 99.86' Rt "H" 31+32.04 BC SEE SHEET SS-1MATCH LINEREMOVE MANHOLE 99.86' Rt "H" 31+32.04 CASING PIPE IN STEEL REMOVE 27" SEWER MATCH LINE - SEE SHEET SS-12 2 335.71 335.76 RIM=378.13"H3" 311+23.72450.00'230.99'118.10'29°24'38" SEWER MANHOLE 40.00' Rt "H" 33+49.64 JOIN EXISTING CONSTRUCT SEWER MH REMOVE SEWER MH 13.00' Lt "H" 36+81.35 JOIN EXISTING CONSTRUCT SEWER MH REMOVE SEWER MH 13.00' Lt "H" 36+81.35 SEWER MANHOLE 40.00' Rt "H" 33+49.64 EC CASING PIPE IN STEEL 27"x210' PLASTIC PER APWA Std 330-1 MANHOLE SAFETY LEDGE 355.76 PER APWA Std 330-1 MANHOLE SAFETY LEDGE 346.25 R/W R /W EASEMENT CITY OFBAKERSFIELD EASEMENT CITY OF BAKERSFIELD ENCASEMENT PIPE IN CONCRETE 24"x434' PVC SEWER IN CONCRETE ENCASEMENT 24"x231' PVC SEWER PIPE ENCASEMENT CONCRETE SEWER PIPE IN 24"x231' PVC IN CONCRETE ENCASEMENT 24"x434' PVC SEWER PIPEKEVIN YANGCLAY CLAY Exist CLAY ( ) CLAY CLAY 06-0C930412/31/14SNCCO 4 OG EXISTING 24" SEWER 1 2 3 4 35 6 7 8 9 40 1 2 3 12310 1 2 3 41 7 8 9 12023 + + + + 8-12-2016 JAMES N. SIMON SANITARY SEWER QUANTITIES SANITARY SEWER QUANTITIES SSQ-1 STATION MANHOLEABANDONLF LF LFEA EA EA EA 210 EA TOTAL 3 1 1 1ABANDON SEWERADJUST SEWER MANHOLESEWER PLAN SHEET No.SYSTEM No.UNIT No.SS-1 1 a b c d 14.26' Rt "H" 19+86.98 79.35' Rt "H" 25+16.20 102.85' Rt "H" 29+18.84 SS-2 e f g h i j k l 40.00' Rt "H" 33+49.64 13.00' Lt "H" 37+81.35 SYSTEM No.UNIT No.1 a b c d e f g h i j k l24" CLAY SEWER PIPE 27" CLAY SEWER PIPE REMOVE SEWER MANHOLELF EA 1MODIFY MANHOLE700 244 231 1 1 40.00' Rt "H" 26+86.51 99.18' Rt "H" 31+60.19 434 111 1 1 mm n n o p q r s t o p q r s t 1 208 1 367 1 289 534 403 REMOVE SEWER PIPELF 210 SS-1 SS-2 21041213210665944 107.93' Lt "H" 31+32.67 80.02' Lt "H" 34+98.50 180124" PLASTIC PIPE CY 246 65 64 133 508SEWER MANHOLEMANHOLE FRAME AND COVER(PIPE ENCASEMENT)MINOR CONCRETE82 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 231 1175 434 3 3 1 CCO 4 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:41:07 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930jd001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 8-12-2016 JAMES N. SIMON MATCH LINE U-21"=50' UTILITY PLAN U-1 THIS PLAN ACCURATE FOR UTILITY WORK ONLY. "H" LINE HOSKING AVE R/W "H4" LI NE"H6" LINER/W83 EXISTING CONDUITS PIT TO RECONNECT TO 3.75'x5.75'x5' DEPTH SPLICE BOX PROPOSED 5'X5'X8.1' DEPTH MANHOLE PROPOSED 4X4" PROTECT IN PLACE 12" WATER LINE Exist CALWATER PROTECT IN PLACE IRRIGATION LINE Exist KDWD 48" (RELOCATED BY OTHER) Prop AT&T UG Tel 27" SEWER (SEE SEWER PLANS) PROPOSED CITY OF BAKERSFIELD (SEE SEWER PLANS) 27" SEWER BAKERSFIELD Exist CITY OF BY OTHER) (RELOCATED Exist AT&T Tel OH Elect Exist PG&E CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 IN SW KDWD MH Exist CCO 15 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:45:19 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ka001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 7 8 9 20 1 2 3 4 25 6 7 8 9 130 1234425612343256123625612 3 4 635 6 1234425 6 7 8 452564++ + + + CONC CONC ASPH ASPH CONCCONCASPHASPHCONCASPHCONCASPH CONCCONCDIRTASPHU/C DIRT ASPH ASPH ASPH DIKE ASPH ASPH ASPHDIRTDIRTCONCDIRTDIRTC O N CCONC ASPH DIKECONC DIRT CONC HOSKING RDSR-99SR-99FP FP FP FP FP FP FP FP FP FPSTOP 8-12-2016 JAMES N. SIMON MATCH LINE U-1"H" LINE HOSKING AVE "H1" LINE "H3" LINE "H2" LINETHIS PLAN ACCURATE FOR UTILITY WORK ONLY. R /W R/W R/W84 4x4" UTILITY PLAN 1"=50' U-2 EXISTING CONDUITS PIT TO RECONNECT TO 5'X5'X8.1' DEPTH MANHOLE PROPOSED 3.75'x5.75'x5' DEPTH Prop SPLICE BOX (RELOCATE BY OTHER) Exist AT&T Tel (RELOCATED BY OTHER) Prop AT&T UG Tel Exist PG&E OH Elect 27" SEWER (SEE SEWER PLANS) Exist CITY OF BAKERSFIELD (SEE SEWER PLANS) BAKERSFIELD 27" SEWER PROPOSED CITY OF CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES (JIM) N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:47:47 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ka002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 1 2 3 4 35 6 7 8 9 40 1 2 3 4 45 6 12310 1 2 3 47 8 9 12023 1254 + + +DIKEDIKEASPHASPHASPHASPH ASPHDIKE DIKE ASPH ASPH ASPH DIRT DIRT SOUTH H ST8-12-2016 ROUTE 119TAFT HwyPANAMA RdMCKEE RdBERKSHIRE RdPANAMA LnTO FRESNO CITY OF BAKERSFIELD To LOS ANGELES HOSKING AveSOUTH H St SOUTH H St ROUTE 99 ROUTE 99 450 400 CONSTRUCTION AREA SIGNS NO SCALE CS-1 END ROAD WORK W20-1 C40(CA) G20-2 IN CONSTRUCTION ZONES TRAFFIC FINES DOUBLED THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY CONSTRUCTION AREA SIGNS (STATIONARY MOUNTED) PANEL SIZE NUMBER OF POSTS AND SIZE 2 2 A B C NOTES: B A C B A A A C 4 WIBLE Rd CONSTRUCTION/TRAFFIC HANDLING PLANS. 3. FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE STAGE 2. SIGNS SHALL BE COVERED WHEN NOT IN USE. TO BE DETERMINED BY THE ENGINEER. 1. SIGN LOCATIONS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS CODE SIGN (IN) 48"X48" 48"X24" 144"X60" (IN) 1 - 6"X6" 1 - 4"X6" 2 - 6"X8" SIGNS No. OFSIGN MESSAGE ROAD WORK AHEAD No. SIGN 85 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:50:58 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930la001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 8-12-2016 JAMES N. SIMON STAGE CONSTRUCTION ROUTE 99HOSKING AveNOTES: THIS PLAN ACCURATE FOR STAGE CONSTRUCTION WORK ONLY. H S tHUGHES Ln LEGEND 430 450435440445410415420425415400 455 R/W R/W R/W R/W STAGE 1A CONSTRUCT ROADWAY (RAMPS) STAGE 1A&B CONSTRUCT ROADWAY (STREETS) SCALE: 1"=200' AND HUGHES LANE. FOR DETOUR PLAN SEE SHEET TH-15. 3. DURING CONSTRUCTION, HOSKING AVENUE SHALL BE CLOSED BETWEEN H STREET 2. FOR TRAFFIC HANDLING PLANS SEE TRAFFIC HANDLING (TH) SHEETS. SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, STAGE 1A REMOVE AND CONSTRUCT BRIDGE STRUCTURE STAGE 1B CONSTRUCT ROADWAY (RAMPS) AND INSTALL OVERHEAD SIGNS 86 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304+++ ++06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:53:53 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ma001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 DIKEDIKEASP HASP HASPHASPHASPHASPHASPH ASPHASPH CONCPOOL CO NC CONCDIRTCONCASPHCONCCONCASPHASPHU/CU/CPOOLCONCCONC CONC CONCCONCCONC ASP HCONCCONCPOOLCO NCCONC CONCCONC CONCCONCCONCCONCCONCCONC CONCCONC CON CCONC CO NCASP HASPHASPHCONC CONCCO NCCONC ASPHASP HCONCCONCASPHDIRTDIRTASPHCONCASPHCONCAS PHASPHASPHCONC CONCCONCCONCCONCCONC CONCASPHCONCCONCCONCCONCASPHCONCCONCCONCCONCAS PHCONCCONCCONCCONCCONCCONCCONCCONC CONCCONCCONCCONCCONCCONCCONCCONCCONCCONCCONCASPH DIRTASPHCONCCONC CONCCONCASPHPOOL ASPH ASPH CONCCONCCONCASPHU/C U/CU/CU/CASPHASPHASPHU/CPOO LCONC CONCCONCCONCCONCCONC ASPHASPHASP HASPHCONCCONCCONCCONCCONCCONC U/CDI RTDIRTASPHU/C ASPHU/C U/CU/CU/C U/C U/CU/CU/C U/CDIRTASPH ASPH AS PHDIK EASPH ASPH ASP HASPHASPHASP HDIRTDIRTDIRTDIRTCONCDIRTDIRTCONCCONCASPH ASP HDIKE CONCDIRTCON CDIRTDIKEDIKEASPH ASP HASPHDI RTDIRT CONCCONCHO SKI NG RDSR-99SR-99SR-99SR-99SR-99SR-99HOSKING RDHO SKI NG RDSOUTH H STFP FP FPFPFPFPFPFP FPFPFP FP FP FPFPFPFP FP FP FP FPFPFPFPFPFPFPFP FPFP FPFP FP FPFPFPFP FP FPSC-1 8-12-2016 JAMES N. SIMON 65:1 TAPER (TYPE 1) CHANNELIZERS SHEET TOTALPOST MILESDistROUTECOUNTY No.TOTAL PROJECT SHEETS 06 18.0/19.2Ker99 87 238 LEGENDNOTES: TO MATCH EXISTING CONDITIONS. 6. UPON COMPLETION OF TEMPORARY TRAFFIC CONTROL, STRIPING SHALL BE RESTORED ARE SHOWN. 5. CALIFORNIA CODES ARE DESIGNATED BY (CA). OTHERWISE, FEDERAL (MUTCD) CODES TO BE REMOVED SEE SIGN PLAN, SHEET S-1 TO S-8. SHOULD BE COVERED DURING THE CONSTRUCTION. FOR EXISTING SIGNS HANDLING PLAN THAT ARE NOT PROPOSED TO BE REMOVED, 4. ALL EXISTING SIGNS CONFLICTING WITH THE PROPOSED TRAFFIC 3. FOR CONSTRUCTION AREA SIGNS, SEE SHEET CS-1. EXACT LOCATION WILL BE DETERMINED BY ENGINEER. 2. LOCATIONS OF TRAFFIC HANDLING SIGNS SHOWN ARE APPROXIMATE. SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 1. FOR COMPLETE RIGHT OF WAY MAP AND ACCURATE ACCESS DATA,6/18/14 SSEFIOORTEMPORARY RAILING (TYPE K)NP ADATEREGISTERED CIVIL ENGINEER LDEERNDIRECTION OF TRAFFIC/OPEN LANEx L. LEVY JONATHANE GTIS NIE7/18/14ROADSIDE SIGN GEE39712 RNo.RPLANS APPROVAL DATE 12/31/15TEMPORARY SIGN T Exp. COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS SCIVILT AAITNE SPACED @ 130 FEET UNLESS OTHERWISE NOTED TYPE 1 CHANNELIZER (SURFACE MOUNTED)ROOFFILCA Temp RAILING (TYPE K) CITY OF BAKERSFIELD IBI GROUPBARRICADE (TYPE III) BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 PERMANENT CONSTRUCTIONSAN9/16/15RFI #41TEMPORARY CRASH CUSHION (ARRAY TU14)SAN1/7/15RFI #10EXISTING SIGN E REVISED BY(TYPE 1) CHANNELIZERSDATE REVISEDBEGIN CHANNELIZERS BEGIN STRIPE REMOVAL BEGIN Temp DET 24 "A" +93, 23' LtFLASHING ARROW SIGN (TYPE 1) Temp STRIPING (TYPE 24)24T x BEING TAPER BEING CHANNELIZERS (65' C-C) BEGIN Temp DET 24 "A" +82, 11' Rt BEGIN STRIPE REMOVAL "A" +82, 23' Rt BEGIN Temp RAILING (TYPE K) "A" +93, 17' Lt BEGIN Temp RAILING (TYPE K) "A" +00, 69' Lt JONATHAN LEVYSAMUEL MEDINATFLASHING ARROW SIGN (Type I)FPFPFPFPFPR/W "H4" LINE Temp RAILING (TYPE K) 24101910'10'10'12'12'CONCCHECKED BYDESIGNED BYCALCULATED-12'12'CONC12'24T 12'12'12' x 5'12'12'12'1 2 405 ROUTE 993410'6 7 410810'9 1 2 31500'1000'10'10' 12' 12'"A" LINE12'CONC5'12'12'MATCH LINE12'CONC(ARRAY TU14) Temp CRASH CUSHION 24T 12'612'SEE SHEET TH-212'ASPH1500'71000'STA "A" 413+00.0012'10'10'ASPH8 10' 9 210 JONATHAN LEVY1 "H2" LINE 2H 2 RAM PTW4-2L TC30A(CA) END TAPER Temp RAILING (TYPE K) "A" +40, 69' Rt TAPER 15:1 RAILING CONSULTANT FUNCTIONAL SUPERVISORTC20(CA)L END TAPER END CHANNELIZERS (65' C-C) BEGIN STRIPE REMOVAL BEGIN Temp DET 24 "A" +93, 23' Rt R/W BEGIN TAPER BEGIN Temp RAILING (TYPE K) "A" +60, 75' Rt x (ARRAY TU14) Temp CRASH CUSHION R/WR/W ES ES 69' 69' Var (56' TO 368') Var (44' TO 412') WORK ZONE WORK ZONE 58' 58' ROUTE 99 CL HP HP ETW ETWETWETW 10' 12' 12' 12' 11' 11' 12' 12' 12' 10' 5' 7' 7'5'3'3'9:57:39 AM1/16/20181.5%1.5%2%2%R5%5% Var V ar (TYPE K) Temp RAILING (TYPE K) Temp RAILING PLAN TRAFFIC HANDLING ROUTE 99 (TYPE K) Temp RAILING x (TYPE K) Temp RAILING TIME PLOTTED =>DATE PLOTTED =>(STAGE 1A)STA 403+50.00 SB TO STA 438+00.00 SB STA 410+00.00 NB TO STA 441+00.00 NB SCALE: 1"=50'RTH-1 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONTHIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY LAST REVISION00-00-00201 3USERNAME =>p0094194 RELATIVE BORDER SCALE UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 AS BUILT IS IN INCHESDGN FILE =>060C930md001.dgn 06-0C9304CONTRACT No. 8-12-2016C.C.A. DATE JAMES N. SIMONR.E. NAME(Min)15'CCO 27 RFI 10 RFI 10 RFI 10 RFI 10 RFI 10 RFI 10 RFI 41 RFI 10 RFI 10 24T (TYPE 1) CHANNELIZERS (TYPE 1) CHANNELIZERS "H4" LINE "H2" LINE "H3" LINE TH-2 "H6" LINE STA "A" 413+00.00STA "A" 421+60.00L HP ROUTE 99 C 1.5%2%5%Var HP 10' 12' 12' 12' 5' 12' 12' 10' 1.5%2%5% Var 58' WORK ZONE WORK ZONE ETW Exist (TYPE K) Temp RAILING (TYPE K) Temp RAILING (TYPE K) Temp RAILING (TYPE K) Temp RAILING ROUTE 99 ROUTE 99 7'H3 RAMPMATCH LINEMATCH LINE3'3'SEE SHEET TH-1SEE SHEET TH-3SCALE: 1"=50' SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. FOR COMPLETE RIGHT OF WAY MAP AND ACCURATE ACCESS DATA, PLAN TRAFFIC HANDLING (STAGE 1A) Var (66' TO 1163') 51' 51' WORK ZONE 36' Var (99' TO 1220') ES Temp ES Temp THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY 5' 12' 10' 12' 12' 12' 12' 12' 12' 10' Temp RAILING (TYPE K) Temp RAILING (TYPE K) 12' 12' 12' 12' 12' 12' 5' 5' 10' 10' R/W R/WH2 RAMP H4 RAMP "A" LINE 3 R/W R/W NOTE: 10' 10' 11' 7' 11' ES ES 58' STA 420+00.00 TO STA 426+00.00 ETW Temp ETW Temp ETW Exist ETW Exist ETW Exist 5' 5' 88 24T 24TSAN1/7/15RFI #10CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 CCO 27 RFI 10 RFI 10 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:59:38 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 ++4 415 6 7 8 9 420 1 4 789 320 1 9 620 1 4 415 6 7 8 420 1 215 6 7 9 SR-99SR-99FPFPFPFPFPFPFPFPFPFPFPFPFPFP8-12-2016 JAMES N. SIMON 24T END STRIPE REMOVAL END Temp DET 24 BEGIN TAPER BEGIN CHANNELIZERS (65' C-C) "A" +62, 23' Lt (TYPE 1) CHANNELIZERS (TYPE 1) CHANNELIZERS "H5" LINE "H1" LINE "H3" LINE "H" LINE STA "A" 421+60.00TH-3 ROUTE 99 MATCH LINEMATCH LINESTA "A" 433+00.00SEE SHEET TH-2SEE SHEET TH-4SCALE: 1"=50' SEE SHEET TH-13 AND TH-14. 2. FOR TRAFFIC HANDLING PLAN FOR HOSKING AVENUE SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 1. FOR COMPLETE RIGHT OF WAY MAP AND ACCURATE ACCESS DATA, PLAN TRAFFIC HANDLING (STAGE 1A) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY 12' 12' 12' 5' 5' 12' 12' 12' 10' 10' Temp RAILING (TYPE K) Temp RAILING (TYPE K) 10' 12' 12' 12' 10' 12' 12' 12'HOSKING Ave"A" LINE H1 RAMP H5 RAMP H6 RAMP R/W R/WNOTES: 3 TAPER 15:1 RAILING "H6" LINE 10' 12' 10' BEGIN TAPER BEGIN Temp RAILING (TYPE K) "A" +28.90, 14' Rt 5' END TAPER Temp RAILING (TYPE K) "A" +89.40, 18' Rt (ARRAY TU14) Temp CRASH CUSHION 89 24TSAN1/7/15RFI #10SAN7/17/15RFI #33RFI 10 RFI 10 RFI 10 RFI 33 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 CCO 27 BEGIN TEMP DET 24 BEGIN REMOVE TAPER BEGIN REMOVE CHANNELIZERS "A" +62, 23' LT 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:01:36 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 91302 3 4 425 6 7 8 9 430 1 2 2 3 4 325 6 7 8 9 125 6 7 8 9 130 1 2 2 3 625 6 7 1 2 4C ONCCONCASPHASPHCONCCONCASPHASPHCONCASPHCONCASPHHOSKING RDSR-99SR-99JAMES N. SIMON 8-16-2016 C30A(CA) END CHANNELIZERS END STRIPE REMOVAL END Temp DET 24 "A" +10, 23' Rt T BEGIN STRIPE REMOVAL "A' +80, 23' Lt END REMOVE CHANNELIZERS END REMOVE TAPER "A' +80 END REMOVE CHANNELIZERS "A' +02, 1' LT BEGIN REMOVE DET 24 BEGIN REMOVE TAPER "A' +00.00, 23' Lt BEGIN CHANNELIZERS (130' C-C) BEGIN TEMP DET 24 "A' +00.00, 23' Lt BEGIN REMOVE CHANNELIZERS "A" +65.00, 23' Lt "H5" LINE "H1" LINE "A" LINE STA "A" 433+00.00TH-4 ROUTE 99 MATCH LINESEE SHEET TH-3SCALE: 1"=50' SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. FOR COMPLETE RIGHT OF WAY MAP AND ACCURATE ACCESS DATA, PLAN TRAFFIC HANDLING (STAGE 1A) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY 12' 12' 12' 10' 12' 12' 12' 10' 12' 12' 10' 12' 12' 12' 10' 15:1 TAPER 15'(Min)(ARRAY TU14) Temp CRASH CUSHION H1 RAMP H 5 RAM P R/W R/W 3 NOTE: 12' C20(CA)L END Temp RAILING (TYPE K) "A" +00, 70' Rt BEGIN TAPER "A" +00, 70' Lt END TAPER END Temp RAILING (TYPE K) "A" +90, 75' Lt 1500' W4-2L 1500' 24T 24TSAN 5' BEGIN STRIPE REMOVAL "A" +42, 23' Lt 1000' 1000' 24T Temp RAILING (TYPE K) END STRIPE REMOVAL "A" +80, 23' Lt END REMOVE TAPER "A" +42 END STRIPE REMOVAL "A" +42, 23' Lt END TEMP DET 24 "A" +42, 11' Lt1/7/15RFI #107/17/15RFI #33SANFROM STA 440+42 FLASHING ARROW SIGN (TYPE 1) RELOCATE BEING TEMP DET 24 BEGIN CHANNELIZERS (65' C-C) BEGIN TAPER "A" +00 END TEMP DET 24 END CHANNELIZERS END TAPER "A' +80 (TYPE K) Temp RAILING 9/16/15RFI #41SANTAPER 10:1 RAILING BEGIN TAPER (ARRAY TU14) Temp CRASH CUSHION (TYPE K) END Temp RAILING "A" +80, 10' Lt C30(CA) 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:03:47 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 4 435 6 7 8 9 440 1 2 3 4 4 135 6 7 8 9 140 14535 6 7 8 9 540 ASPHCONCCONCT T 90 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 RFI 33RFI 33 RFI 33 RFI 33 RFI 10 RFI 33 RFI 41 RFI 41 RFI 33 RFI 33 RFI 33 RFI 33 RFI 33 RFI 33 RFI 41RFI 10 RFI 41 RFI 33 CC0 27 (TYPE K) BEGIN TEMP RAILING "A" +00, 18' Lt RFI 10 RFI 33 BEGIN CHANNELIZERS (130' C-C) BEGIN Temp DET 24 BEGIN STRIPE REMOVAL "A" +10, 23' Rt T 8-12-2016 JAMES N. SIMON END CHANNELIZERS "A" +10, 1' Lt END TAPER END TEMP DET 24 "A" +51 BEGIN TEMP DET 24 BEGIN TAPER BEGIN CHANNELIZERS (65' C-C) "A" +71, 23' Lt END STRIPE REMOVAL "A" +51, 23' Lt RAILING TAPER 10:1 END TEMP RAILING (TYPE K) "A" +10, 18' Rt (TYPE K) BEGIN TEMP RAILING "A" +30, 10' Rt (TYPE K) BEGIN TEMP RAILING "A" +71, 18' Lt TAPER 10:1 RAILING (TYPE K) END TEMP RAILING "A" +51, 10' Lt END STRIPE REMOVAL END TEMP DET 24 BEGIN CHANNELIZERS (30' C-C) "A" +20, 23' RT END CHANNELIZERS "A" +10, 23' Rt 1250'2390' T C20(CA)L T W4-2L T W20-1 750' 2390'1250'750' (ARRAY TU14) Temp CRASH CUSHION THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY SCALE: 1"=50' ROUTE 99 "A" LINE 90a (ARRAY TU14) Temp CRASH CUSHION FLASHING ARROW SIGN (Type I)T C30(CA)T (STAGE 1A) PLAN TRAFFIC HANDLING x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:05:52 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md004a.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 06 Ker 99 18.0/19.2 238 TRAFFIC HANDLING QUANTITIES LOCATION K)(TYPE RAILING Temp MODULE CUSHION CRASHTemp MOUNTED) (SURFACE CHANNELIZER LF EA EA ROUTE-99NB 280 ROUTE-99SB 180 34 MARKER PAVEMENT REMOVE (PAINT) STRIPE TRAFFIC TEMPORARY STRIPE TRAFFIC THERMOPLASTIC REMOVE EA LF LF 14 14 STATION "A" LINE 437+00 TO 466+10 "A" LINE 438+10 TO 473+51 25 2820 2871 3650 281059 60 24T C30A(CA)T C30A(CA)T C30(CA)T C30A(CA)T CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 ADDITIONAL SHEET TH-4a TOTAL 460 28 59 5691 6460119 CCO 27 4 465 6 7 8 9 470 1 2 3 4 475 6 8-12-2016 JAMES N. SIMON 12' 12' 12' 12' 12' 12' 12' 12' 10' 10' 2000' 300' 24T 300' 400' 8/28/15 NEFF SCOTT C52992 12/31/16 NOTE: FOR ADDITIONAL NOTES SEE TRAFFIC HANDLING PLAN, SHEET TH-01. BEGIN Temp RAILING (TYPE K) "A" +44.89, 66' Rt (ARRAY TU14) Temp CRASH CUSHION 10:1 TAPER TEMP RAILING (TYPE k) END Temp RAILING (TYPE K) "A" +56.58, 60' Rt BEGIN TAPER BEGIN CHANNELIZERS "A" +30.0, 68' Rt BEGIN STRIPE REMOVAL "A" +10.00, 47' Rt BEGIN TEMP DET 27B "A" +10.00, 59' Rt END TAPER BEGIN CHANNELIZERS (130') "A" +30.0, 68' Rt TH-5 ROUTE 99 ROUTE 99 W4-1 Taft Lamont119 G85(CA) E (1A) E E E 18 G84-2(CA)E T T R47(CA)/ S SIGN (CARE FOR BAKERSFIELD)MATCH LINESta "A" 385+00.00SEE BELLOWMATCH LINESta "A" 385+00.00SEE ABOVEM3-1/G28-2(CA) (99)SEE SHEET TH-6Sta "A" 398+50.00MATCH LINESCALE: 1"=50' ROUTE 99 IN STAGE 1A SHOULD BE REMOVED. 2. ALL TEMPORARY TRAFFIC CONTROL DEVICES INSTALLED ALONG MAINLINE SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY 12' 12' 10' 12' 12' 12' 10' R/W R/W "A" LINE "A" LINE EXIT 18 EXIT NOTES: PLAN TRAFFIC HANDLING (STAGE 1B) 91 12' TFLASHING ARROW SIGN (Type 1) 12' 10' 10' 12' 12' 12' 10' 12' 10' 12' 12' 12' 10' 8' 12' 12' W4-2R W4-2R 12' 12' 12' 10' 12' 10' 10' 600' 600' 12' 12' 12' 12' 10' TW4-2R TG20-2 TC20(CA)RSAN1/7/15RFI #102468' T8/7/15RFI #41SANCONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 RFI 41 RFI 41 RFI 41 RFI 41 RFI 10 RFI 10 RFI 41 RFI 41 RFI 41 RFI 10 CCO 27 W21-5b T W20-1 W21-5b T C30A (CA)T + 92.12 END RFI 10 6 7 8 9 390 1 2 3 4 395 6 7 8 1 2 3 4 375 6 7 8 9 380 1 2 3 4 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:09:04 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 CONCCONCASPHSR-99SR-99FPFP8-12-2016 JAMES N. SIMON 27B (TYPE 1) CHANNELIZER (TYPE 1) CHANNELIZER 1.5% WORK ZONE FGFG BEGIN TEMP DET 27B BEGIN TAPER BEGIN CHANNELIZERS (65' C-C) "A" +60, 59' Lt Sta "A" 413+00.00TH-6Sta "A" 398+50.00THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. ROUTE 99 MATCH LINEMATCH LINESEE SHEET TH-5SEE SHEET TH-7SCALE: 1"=50' SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, "H2" LINE "H4" LINE (STAGE 1B) PLAN TRAFFIC HANDLING (TYPE K) TAPER END Temp RAILING "A" +20.0, 55' Rt 12' 12' 12' 12' 12' Temp RAILING (TYPE K) 12' 12' 12' 12' 12' "A" LINE R/W R/W H 2 RAM PH4 RAMP NOTE: 92 12' 10' 12' 10' 12' 10' 10' 10' 10' 8' 12' 8' 15:1 TAPER Temp RAILING (TYPE K) 11' 11' 12' 12' 12' 8' 69' 69' 58' 58' Var (0'-70')4' (Min) Var (0'-58')4' (Min) Var (40' TO 1093') Var (40' TO 1045') L R/W ROUTE 99 C R/W 1.5% ES WORK ZONE ETW Exist ETW Exist STRUCTURE Prop PAVEMENT STRUCTURE Prop PAVEMENT (TYPE K) Temp RAILING (TYPE K) Temp RAILING Sta 396+20.00 NB TO Sta 448+20.00 NB ROUTE 99 Sta 401+90.00 SB TO Sta 457+50.00 SB ES 2%2% Temp RAILING (TYPE K) (ARRAY TU14) Temp CRASH CUSHION 8' 12' 12' 12' ETW ETW (TYPE K) TAPER END Temp RAILING "A" +20.0, 75' Rt RFI 10 RFI 10 RFI 10 RFI 10 CCO 27 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 BEGIN STRIPE REMOVAL END TAPER END CHANNELIZERS (65' C-C) BEGIN Temp RAILING (TYPE K) "A" +90, 47' Lt RFI 10 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:11:41 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 9 400 1 2 3 4 405 6 7 8 9 410 1 2 1 29 410 1 2 6 7 8 9 210ASPHCONCCONCPOOLCONC ASPHCONCCONCFPFPFPFPFPFPFPFPFPFPFPFPFPFP27B 27BSAN1/7/15RFI #10 (TYPE 1) CHANNELIZERS (TYPE 1) CHANNELIZERS ROUTE 99 "H4" LINE "H2" LINE "H3" LINE TH-7 "H6" LINE Sta "A" 421+00.00THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. Temp RAILING (TYPE K) Temp RAILING (TYPE K)MATCH LINESta "A" 413+00.00MATCH LINESEE SHEET TH-6SEE SHEET TH-8SCALE: 1"=50' SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, PLAN TRAFFIC HANDLING (STAGE 1B) 12' 12' 12' 12' "A" LINE R/WR/W H4 RAMP H3 RAMPH2 RAMP NOTE: 12' 8' 12' 8' 12' 12' 12' 12' 12' 12' 8' 10' 10' 8' 10' 10' TC30(CA) TC30(CA) 93 1/7/15RFI #10CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:13:28 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 4 415 6 7 8 9 420 1 4 8 6789 320 9 620 1 4 415 6 7 8 420 215 6 7 99 SR-99SR-99FPFPFPFPFPFPFPFPFPFPFPFPFPFP27B 27B CCO 27 RFI 10 RFI 10 RFI 10SAN (TYPE 1) CHANNELIZERS (TYPE 1) CHANNELIZERS1/7/15RFI #10"H6" LINE "H1" LINE "H3" LINE "H" LINE Sta "A" 421+00.00TH-8 ROUTE 99 H1 RAMP Temp RAILING (TYPE K) Temp RAILING (TYPE K)Sta "A" 433+00.00MATCH LINEMATCH LINESEE SHEET TH-7SEE SHEET TH-9SCALE: 1"=50' "H5" LINE (STAGE 1B) 12' 12' 12' 12' 12' 12' "A" LINE 12' 12' 12' 12' 12' 12'HOSKING AveTHIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. R/W H6 RAMP R/WNOTES: SEE SHEET TH-13 AND TH-14. 2. FOR TRAFFIC HANDLING PLAN FOR HOSKING AVENUE SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA,H5 RAMP PLAN TRAFFIC HANDLING 8' 10' 10' 8' 8' 10' 10' 8' 94 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 RFI 10 RFI 10 CCO 27 RFI 10 RFI 10 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:16:11 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md008.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 91302 3 4 425 6 7 8 9 430 1 2 2 3 4 325 6 7 8 9 125 6 7 8 9 130 1 2 2 3 625 6 7 1 2 4C ONCCONCASPHASPHCONCCONCASPHASPHCONCASPHCONCHOSKING RDSR-99SR-9927B 27BSAN SAN(TYPE 1) CHANNELIZERS (TYPE 1) CHANNELIZERS ROUTE 99 "H5" LINE "H1" LINE "A" LINE Sta "A" 433+00.00THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY.TH-9Sta "A" 445+00.00R/W MATCH LINEMATCH LINETemp RAILING (TYPE K) Temp RAILING (TYPE K)SEE SHEET TH-8SEE SHEET TH-10SCALE: 1"=50' (STAGE 1B) PLAN TRAFFIC HANDLING 12' 12' 12' 12' 12' 12' 2' 12' 12' 12' 12' 12' 12' R/W H1 RAMP H 5 RAMP NOTE: SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, 8' 10' 10' 8' 8' 10' 10' 8' TC30(CA) TC30(CA) 95 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 60-0C9304 RFI 10 CCO 27 RFI 10 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:18:24 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md009.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 4 435 6 7 8 9 440 1 2 3 4 4 135 6 7 8 9 140 14535 6 7 8 9 540 ASPHCONCCONC27B 27B1/7/15RFI #10RFI 10 RFI 10 (TYPE K) TAPER BEGIN Temp RAILING "A" +50.0, 55' Lt BEGIN TAPER BEGIN CHANNELIZER (65' C-C) "A" +00.0, 47' Lt ROUTE 99 Sta "A" 458+00.00Sta "A" 445+00.00TH-10 R/W R/W MATCH LINEMATCH LINETHIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. E EW12-2 (1A) G11-7(CA) (19)SEE SHEET TH-9SEE SHEET TH-11SCALE: 1"=50' PLAN TRAFFIC HANDLING (STAGE 1B) 12' 12' 12' 12' 12' Temp RAILING (TYPE K) R/W 2' 12' 12' 12' Temp RAILING (TYPE K) 12' 12' TAPER 15:1 RAILING NOTE: SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, 8' 8' 12' 12' TC30(CA) 12' 10' 10' 10' 10' TG20-2 BEGIN TAPER BEGIN CHANNELIZERS (65' C-C) END TEMP RAILING (TYPE K) "A" +20, 55' Rt END STRIPE REMOVAL BEGIN CHANNELIZERS (65' C-C) BEGIN TAPER "A" +20, 47' Rt RFI 10 (65' C-C) END Temp DET 27B END TAPER END CHANNELIZERS "A" +50, 60' Rt RFI 10 RFI 10 CCO 27 6 7 8 9 450 1 2 3 4 455 6 7 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:20:01 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md010.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 ASPHCONCCONCCONCCONCASPHSR-99SR-99SAN"A" LINE 96 RFI 10 RFI 10 RFI 10 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON 27B 27B1/7/15RFI #10 SAN36B 36B 36B 36B27B27B ROUTE 99 TH-11THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY.Sta "A" 471+00.00Sta "A" 458+00.00MATCH LINEMATCH LINEL ROUTE 99 C 1.5%2% 11' 11' 12' 1.5%2% 48' 48' ROUTE 99 12' 12' 12' 10' (0'-12') 12' 12' G85(CA)E Lane E ER2-1 (65 MPH)/R48-1(CA) R2-1 (65 MPH)/R48-1(CA) E ER8-4 Var (Min 8')SEE SHEET TH-10SEE SHEET TH-12SCALE: 1"=50' PLAN TRAFFIC HANDLING (STAGE 1B) Var Var Temp RAILING (TYPE K) R/W 12'PANAMA LANE ON-RAMP EXIT 20 R/W NOTE: SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, 97 12' 12' 12' 10' 10' 12' 12' 12' 12' 10' 12' 12' 10' 10' 12' 12' 12' 12' 10' 12' 12' 12' 10' 10' 12' 12' 12' 12' 10' 12' 12'12' 8' 12' Var (0'-20')(0'-12') TW4-1R TAPER 15:1 RAILING Panama (ARRAY TU14) Temp CRASH CUSHION Sta 459+00.00 SB TO Sta 478+40.00 SB Sta 458+40.00 NB TO Sta 482+00.00 NB END TAPER END Temp RAILING (TYPE K) "A" +30.0, 63' Lt M3-3/G28-2(CA) (99) BEGIN TAPER BEGIN CHANNELIZERS (65' C-C) "A" +50, 47 Lt END TAPER END CHANNELIZERS (65' C-C) "A" +95, 91 Lt ETW Exist ETW Exist ETW Exist ETW Exist ETW Exist ETW Exist ES Exist ES Exist CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 END Temp DET 27B "A" +35, 60' Lt BEGIN TAPER BEGIN CHANNELIZERS (65' C-C) "A" +90, 47' Lt BEGIN Temp DET 36B REMOVAL BEGIN STRIPE "A" +15, 59' Lt END STRIPE REMOVAL END Temp DET 36B "A" +08, 65' Lt BEGIN TAPER "A" +10, 47 Lt BEGIN Temp DET 27B END Temp DET 36B END Temp DET 27B "A" +49, 59' Lt BEGIN Temp DET 36B "A" +49, 47' Lt RFI 10 RFI 10 RFI 10 RFI 10 RFI 10 RFI 10 RFI 10 RFI 10 RFI 10 RFI 10 RFI 10 RFI 10 CCO 27 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:30:55 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md011.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 9 460 1 2 3 4 465 6 7 8 9 470 11/7/15RFI #10"A" LINE PANAMA Ln NB ON-RAMP PANAMA Ln NB ON-RAMP PANA MA Ln SB OFF-RA MP PANAMA LnPANAMA Ln SB OFF-RAMP SANEND TAPER END CHANNELIZERS (65' C-C) "A" 482+84, 59' Lt END Temp DET 27B END STRIPE REMOVAL "A" 482+84, 47' Lt BEGIN TAPER "A" 475+64, 59 Lt 1200' 1200' TC20(CA)R TC20(CA)R TH-12Sta "A" 471+00.00ROUTE 99 Sta "A" 485+00.002 MATCH LINEMATCH LINESEE ABOVESta "A" 485+00.00SEE BELOWMATCH LINETHIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. W4-1 E W12-2 E E G84-2(CA) E ER4-5 G11-7(CA) S32(CA)/S32-1(CA)E SEE SHEET TH-11SCALE: 1"=50' SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, NOTE: (STAGE 1B) PLAN TRAFFIC HANDLING 12' 12' 12' 10' 10' 12' 12' 12' R/W 12'PMAR-NO BS nL AMANAP PMAR-NO BS nL AMANAP 12' 12' 12' 12' 12' 12' 10' R/W R/ W SR-99 "A" LINE 3 46 495 6 7 8 PANAMA Ln NB ON-RAMP R/W R/W R/W R/W 98 12' TW20-1 TW20-1 TW4-1R 12' 10'10' 10' 12' 12' 12' 12' 12' 10' 12' 12' 12' TW4-2R TW4-2R END TAPER END CHANNELIZERS (65' C-C) "A" 478+37, 93 Lt RFI 10 RFI 10 RFI 10 BEGIN STRIPE REMOVAL "A" +40, 59 Lt END Temp DET 36B END STRIPE REMOVAL "A" +35, 65 Lt RFI 10 RFI 10 BEGIN Temp DET 27B END Temp DET 36B "A" +37, 47 Lt RFI 10 W4-2R T RFI 10 RFI 10 RFI 10 CCO 27 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:27:56 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md012.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 2 3 4 475 6 7 8 9 480 1 2 3 4 36B 36B 27B1/7/15RFI #10"A" LINE 300' 200' "H" LINE MATCH BELOW MATCH ABOVENOTE: 48" 48" 48"MEADOWS Dr SIERRA SCALE: 1"=50' (MOUNTED ON BARRICADE) D3-1(E HOSKING AVE)/SC3(CA) FOR ADDITIONAL SIGNS SEE DETOUR PLAN.STOPAHEADE W3-1 Approx T T E E R1-1/R1-3 E E R2-1 (45MPH) D3-1(E HOSKING AVE)/M4-9(L) /M4-9(L) D3-1(E HOSKING AVE) E W3-1 STOP STOPSTOPSTOPSTOPSTOPSTOP HOSKING AveWIBLE RdER26(CA) ER1-1/R1-3 ER26(CA) E W3-1 R26(CA) R4-7 E E (SURFACE MOUNTED) AT 20' Typ (FOR Approx 740') CHANNELIZERS (TUBULAR MARKERS) T R11-4/M4-10(L) (MOUNTED ON BARRICADE) TYPE III BARRICADE T R26(CA)E [E] 4C; [HOSKING] 6C; [AVE] 4C. BACKGROUND: ORANGE; BORDER & LEGEND: BLACK; 1.5" RADIUS, 0.5" BORDER; [W] 4C; [HOSKING] 6C; [AVE] 4C. BACKGROUND: ORANGE; BORDER & LEGEND: BLACK; 1.5" RADIUS, 0.5" BORDER; SIGN DETAIL: D3-1 [HOSKING] 6C; [AVE] 4C. BACKGROUND: ORANGE; BORDER & LEGEND: BLACK; 1.5" RADIUS, 0.5" BORDER;12"12"12"350'50' Approx W20-1 TT TT T R3-7(R) W5-1STOPApprox E R26(CA) E R1-1 E R26(CA) TW20-1 R3-7(R)T T R3-7(R)STOPSTOPAHEADAHEADESPERANZA DrWIBLE Rd STOPBARRICADE TYPE III W20-1 T E R1-1 E W3-1 T (SURFACE MOUNTED) AT 20' Typ (FOR Approx 740') CHANNELIZERS (TUBULAR MARKERS) AT 5' Typ (SURFACE MOUNTED) CHANNELIZERS (TUBULAR MARKERS) TAPER 50:1 AT 20' Typ (FOR Approx 150') (SURFACE MOUNTED) CHANNELIZERS (TUBULAR MARKERS) T R3-7(R)/R81(CA)/R81(B)(CA) HOSKING Ave R11-2 (MOUNTED ON BARRICADE) TYPE III BARRICADE 370' 160' THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY TH-13 R2-1 (50MPH) R1-1/R1-3 TAPER 50:1 AT 20' Typ (FOR Approx 200') (SURFACE MOUNTED) CHANNELIZERS (TUBULAR MARKERS) (STAGE 1A&1B) PLAN TRAFFIC HANDLING (SURFACE MOUNTED) AT 5' Typ (TUBULAR MARKERS) CHANNELIZERS CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 (ON BARRICADE) R11-3(CA) (MOD) T CCO 17 (SURFACE MOUNTED) AT 10' Typ (FOR 50') (TUBULAR MARKERS) CHANNELIZERS CCO 17 CCO 17 CCO 17 84"42"( ) CLOSED AHEAD USE RIGHT LANE FOR LOCAL TRAFFIC ONLY TT R11-3(CA)(MOD)CCO 17 CCO 17 "USE RIGHT LANE FOR" 4C; "LOCAL TRAFFIC ONLY" 4C; "HOSKING AVE (EAST)" 6C; "CLOSED AHEAD" 5C; 1.9" RADIUS, 0.8" BORDER, 0.5" INDENT, BLACK ON WHITE; 8-12-2016 JAMES N. SIMON 100 99 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:35:45 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md013.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 6 7 8 9 STOP POOL DIRT HOSKING RD TH-14THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY "H" LINE HOSKING Ave SOUTH H St60'160'350'220' HOSKING Ave SCALE: 1"=50' (STAGE 1A&1B) PLAN TRAFFIC HANDLING R3-1 D3-1 (W HOSKING AVE)/SC3(CA) TYPE III BARICADE E TT D3-1 (HOSKING AVE)/D3-1 (S H ST) E R1-1/R1-3 T T TT D3-1 (HOSKING AVE)/M4-9(L) TYPE III BARICADE (MOUNTED ON BARRICADE) R11-2/M4-10(R) TYPE III BARRICADE STOP STOP ApproxApproxR3-2STOPSTOPSTOPSTOP W20-1 TT TT E R1-1/R1-3 Approx T E E R26(CA) E R26(CA) E R26(CA) R1-1/R1-3 ED3-1 (HOSKING AVE)/D3-1 (S H ST) R2-1(50 MPH)E R26(CA)E AT 20' Typ (SURFACE MOUNTED) CHANNELIZERS (TUBULAR MARKERS) SURFACE MOUNTED (FOR Approx 160') CHANNELIZERS (TUBULAR MARKERS) AT 20' Typ (MOUNTED ON BARRICADE) D3-1 (W HOSKING Ave)/M4-10(R) TYPE III BARRICADE TREE LINE AveD3-1 (W HOSKING Ave)/M4-9(R)T R1-1 E SURFACE MOUNTED (FOR Approx 60') CHANNELIZERS (TUBULAR MARKERS) AT 5' Typ 100 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:38:06 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md014.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 1 2 3 4 45 6 7 8 9 DIKEDIKEASPH ASPH ASPHASPHASPHASPHASPH ASPH ASPH CONC P OOL CONCCON CDIRTCONC CONCHOSKING RD SOUTH H STFOR ADDITIONAL SIGNS SEE DETOUR PLAN, SHEET TH-15. NOTE: (TYPE 1) CHANNELIZERS (TYPE 1) CHANNELIZERS Temp RAILING (TYPE K) Temp RAILING (TYPE K) TH-15THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY SCALE: 1"=50' (STAGE 1A&1B) ROUTE 99 TC20(CA)L TW4-2L TW20-1 T C20(CA)L T W4-2L T W20-1 "A" LINE 780' 780' (OVERHEAD SIGN STRUCTURES) TYPICAL TRAFFIC HANDLING PLAN FLASHING ARROW SIGN (Type I)T FLASHING ARROW SIGN (Type I)T 101 (ARRAY TU14) Temp CRASH CUSHION (ARRAY TU14) Temp CRASH CUSHION CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:46:54 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md015.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 390 1 2 3 4 395 6 7 8 9CONC CONCASPHSR-99SR-9912' 12' 12' 12' 10' 12' 12' 12' 12' 10' 1500' 1500' 12' 12' 12' 12' 10' 12' 12' 12' 12' 10'2640' 2640' 1000' 1000' 1500' 1500'2640' 2640' 1000' 1000' 10' 10' 10' 10' NOTE: FOR ADDITIONAL NOTES SEE TRAFFIC HANDLING PLAN, SHEET TH-01. D3-1(W HOSKING)/M4-9(R) D3-1(W HOSKING)/M4-9(R)M4-8A D3-1(W HOSKING)/M4-9(R)W20-3 W20-2 THREE LINE Ave D3-1(W HOSKING)/SC3(CA) III BARRICADE) (MOUNTED ON TYPE R11-2/M4-10(R) SC3(CA) D3-1(HOSKING)/M4-9(L) D3-1(E HOSKING)/M4-9(R) SC3(CA) D3-1(W HOSKING)/M4-9(L) D3-1(W HOSKING)/SC3(CA) SC3(CA) SC3(CA) SC3(CA) SC3(CA) D3-1(W HOSKING)/M4-9(L) D3-1(E HOSKING)/M4-9(R) D3-1(E HOSKING)/M4-9(R) D3-1(E HOSKING)/M4-9(L) SC3(CA) SC3(CA) WORK ZONE ON HOSKING Ave III BARRICADE) (MOUNTED ON TYPE R11-2 D3-1(HOSKING)/M4-9(R) D3-1(E HOSKING)/M4-9(R) SC3(CA) M4-8A W20-3 W20-2 III BARRICADE) (MOUNTED ON TYPE R11-4/M4-10(L) EXACT LOCATIONS WILL BE DETERMINED BY ENGINEER. 3. LOCATIONS OF DETOR SIGNS SHOWN ARE APPROXIMATE. SHOWN ON THIS SHEET AND ON THE SHEETS TH-13 AND TH-14. MOUNTED ON TYPE III BARRICADE, ARE THE ONLY DETOUR SIGNS 2. DETOUR SIGNS R11-4/M4-10(L), R11-2, AND R11-2/M4-10(L), HANDLING PLAN SHEETS TH-13 AND TH-14. USED TO CLOSE THE LANES, SEE STAGE 1A&B TRAFFIC 1. FOR ADDITIONAL SIGNS AND THE NUMBER OF BARRICADES NOTES: WESTBOUND HOSKING Ave DETOUR TRAFFIC EASTBOUND HOSKING Ave DETOUR TRAFFIC LEGEND ROUTE 119TAFT HwyROUTE 119MCKEE RdBERKSHIRE RdPANAMA LnWIBLE Rd TO FRESNO HOSKING AveROUTE 99 ROUTE 99 TO LOS ANGELES HOSKING AveDETOUR PLAN SOUTH H St BERKSHIRE RdAKERS Rd TH-16 HUGHES Ln THIS PLAN ACCURATE FOR DETOUR WORK ONLY. UNION St NO SCALEMcKEE RdPANAMA RdTAFT Hwy(STAGE 1A&1B) STREET CLOSURE 102 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>10:49:18 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md016.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 DETOUR PLAN THIS PLAN ACCURATE FOR DETOUR WORK ONLY. NO SCALE NORTHBOUND ROUTE-99 FREEWAY CLOSURE SC9(L)(CA) SC9(L)(CA) SC9(CA) W20-3 [SD] SC9(CA) W20-2 [SD] R11-4/M4-10(L) WORK ZONE ON HOSKING Ave R11-2 [SD] WORK ZONE ON NB ROUTE 99 D3-1(W HOSKING)/SC3(CA) [SD] R11-2/M4-10(R) [SD] SC9(CA) SC9(CA) SC3(CA) [SD] D3-1(W HOSKING)/M4-9(L) [SD] SC9(L)(CA) SC9(CA) D3-1(W HOSKING)/SC3(CA) [SD] SC9(R)(CA) [SD] SC3(CA) [SD] SC3(CA) NORTHBOUND SR-99 DETOUR TRAFFIC. [SD] STREET DETOUR LEGEND NOTES: TH-14. 1A&B TRAFFIC HANDLING PLAN SHEETS TH-13 AND STAGE 1A&B DETOUR PLAN SHEET TH-15 AND STAGE 2. FOR ADDITIONAL SIGNS FOR THE STREET DETOUR SEE T10A AND T14. 1. FOR ADDITIONAL DETOUR SIGNS SEE STANDARD PLANS EXACT LOCATIONS WILL BE DETERMINED BY ENGINEER. 3. LOCATIONS OF DETOR SIGNS SHOWN ARE APPROXIMATE. ROUTE 119TAFT HwyROUTE 119MCKEE RdBERKSHIRE RdPANAMA LnWIBLE Rd TO FRESNO HOSKING AveROUTE 99 ROUTE 99 TO LOS ANGELES HOSKING AveSOUTH H St BERKSHIRE RdHUGHES Ln THREE LINE AveMcKEE RdTAFT Hwy[SD] TH-17 103 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>11:04:39 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md017.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 DETOUR PLAN THIS PLAN ACCURATE FOR DETOUR WORK ONLY. NO SCALE SOUTHBOUND ROUTE-99 FREEWAY CLOSURE SC9(R)(CA) SC9(R)(CA) SC9(CA) SC9(CA) R11-4/M4-10(L) [SD] R11-2 [SD] R11-2/M4-10(R) [SD] SC9(CA) WORK ZONE ON SB ROUTE 99 WORK ZONE ON HOSKING Ave D3-1(HOSKING)/M4-9(L) [SD] SC9(CA)SC3 [SD] D3-1(E HOSKING)/M4-9(R) [SD] SC9(R)(CA) SC9(CA) SC9(CA) SC3(CA) [SD] SC9(CA) SC3(CA) [SD] SC9(L)(CA) [SD] SC9(L)(CA) [SD] STREET DETOUR SOUTHBOUND SR-99 DETOUR TRAFFIC. LEGEND NOTES: TH-14. 1A&B TRAFFIC HANDLING PLAN SHEETS TH-13 AND STAGE 1A&B DETOUR PLAN SHEET TH-15 AND STAGE 2. FOR ADDITIONAL SIGNS FOR THE STREET DETOUR SEE T10A AND T14. 1. FOR ADDITIONAL DETOUR SIGNS SEE STANDARD PLANS EXACT LOCATIONS WILL BE DETERMINED BY ENGINEER. 3. LOCATIONS OF DETOR SIGNS SHOWN ARE APPROXIMATE.ROUTE 119TAFT HwyROUTE 119MCKEE RdBERKSHIRE RdPANAMA LnWIBLE Rd TO FRESNO HOSKING AveROUTE 99 ROUTE 99 TO LOS ANGELES HOSKING AveSOUTH H St BERKSHIRE RdHUGHES Ln THREE LINE AveMcKEE RdTAFT HwyTH-18 104 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>11:06:24 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930md018.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 NO SCALE QUANTITIES TRAFFIC HANDLING THQ-1 TOTAL TRAFFIC HANDLING QUANTITIES SHEET LOCATION K)(TYPE RAILING Temp MODULE CUSHION CRASHTemp BARRICADE IIITYPE MOUNTED) (SURFACE CHANNELIZER LF EA EA EA 1TH ROUTE-99NB 1410 ROUTE-99SB 810 2TH ROUTE-99NB 1720 28 ROUTE-99SB 1720 3TH ROUTE-99NB 2285 ROUTE-99SB 2210 4TH ROUTE-99NB 500 ROUTE-99SB 400 5TH ROUTE-99NB 19 ROUTE-99SB 6TH ROUTE-99NB 1155 ROUTE-99SB 1110 11 7TH ROUTE-99NB 800 ROUTE-99SB 800 8TH ROUTE-99NB 1200 ROUTE-99SB 1200 9TH ROUTE-99NB 1200 ROUTE-99SB 1200 10TH ROUTE-99NB 320 5 ROUTE-99SB 1300 11TH ROUTE-99SB 14 12TH ROUTE-99SB 46 13TH RD WIBLENB 3 84 AVE HOSKINGWB 6 AVE HOSKINGEB 3 14TH AVE HOSKINGWB 3 22 AVE HOSKINGEB 2 ST H SOUTHNB 1 17 21570 18 433 DELINEATION QUANTITIES TABLE. (SEE SHEET PDQ-6) 1. AN ADDITIONAL REMOVE PAVEMENT MARKERS QUANTITY IS SHOWN IN PAVEMENT NOTE 14 20 7 7 14 4 15 16 14 11 6 6 9 9 10 10 12 30 61 TH 15 28ROUTE-99 112 200 26 105 MARKER PAVEMENT REMOVE (PAINT) STRIPE TRAFFIC TEMPORARY STRIPE TRAFFIC THERMOPLASTIC REMOVE EA LF LF 51051012 510 51012 860 860 860 86018 18 1140 1100 1140 110023 24 510 51012 119 5490 5490 1230 0 0 1118 7801358028 0 3 0 0 0 0 0 0 4 3 845 845 1450 1450 1110 1240 800 800 800 800 1200 1200 1200 1200 1200 1200 1200 1200 320 450 1300 1300 1500 1930 1385 1605 0 12 0 21750 126 310 2226521723 28 25 26 19 31 24 18 18 26 26 26 26 28 8 32 30 475 1138 1180 840 1495 1380 1138 1522 840 1915 1620 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 FROM TH-4a (Sht 6 OF 15)119 6,4605,6914602859 594 28,72527,414 120 5,4905,490 474 23,23521,92461044 22,210 21,600 154 110 369 430 -61 BID QUANTITY CHANGE IN QUANTITY CC0 27 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>11:07:44 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930mf001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 NO SCALE (N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. QUANTITIES TRAFFIC HANDLING THQ-2 CONSTRUCTION AREA SIGN (STATIONARY MOUNTED) SHEET CODESIGN MESSAGESIGN SIZE PANEL SIZEAND POSTS OFNo Qty LOCATION REMARKS TH-1 C20(CA)L 48"X48" 6"X6" -1 2 SR-99NB 6"X6" -1 2 SR-99NB 1 TH-5 48"X48" 6"X6" -1 2 SR-99NB 6"X6" -1 SR-99NB SR-99NB 6"X6" -1 1 48"X48" 6"X6" -1 SR-99SB TH-13 W20-3 AHEAD CLOSEDROAD 36"X36" 6"X6" -1 1 Ave HOSKINGEB W20-2 AHEADDETOUR 36"X36" 6"X6" -1 1 Ave HOSKINGEB D3-1 AVE HOSKINGE 48"X12" 4"X6" -1 1 Ave HOSKINGEB M4-9(L) (LEFT) ARROWDETOUR;30"X24"1 D3-1 AVE HOSKINGE 48"X12" 4"X6" -1 1 Ave HOSKINGEB M4-9(L) (LEFT) ARROWDETOUR;30"X24" Ave HOSKINGEB R11-4 TRAFFIC THRU TO CLOSEDROAD 60"X30"1 Ave HOSKINGEB BARRICADE ONMOUNTED M4-10(L) (LEFT) ARROW) (INSIDEDETOUR 48"X18" R11-2 CLOSEDROAD 48"X30"1 Ave HOSKINGEB BARRICADE ONMOUNTED W20-1 AHEAD WORKROAD 36"X36" 6"X6" -1 1 Rd WIBLENB W5-1 NARROWSROAD 36"X36" 6"X6" -1 1 Rd WIBLENB BACKGROUNDORANGE R3-7(R) RIGHT TURN LANERIGHT 30"X30" 4"X6" -1 1 Rd WIBLENB R3-7(R) RIGHT TURN LANERIGHT 30"X30" 4"X6" -1 1 Rd WIBLENB R3-7(R) RIGHT TURN LANERIGHT 30"X30" 4"X6" -1 1 Rd WIBLENB R3-7(R) RIGHT TURN LANERIGHT 30"X30" Y"XY" -Y 1 Rd WIBLENB (CA)R81 LANEBIKE YXY 1 Rd WIBLENB (CA)R81B END YXY 1 Rd WIBLENB D3-1 AVE HOSKINGE 48"X12"1 Rd WIBLENB BARRICADE ONMOUNTED (CA)SC3 (UP) ARROWDETOUR 36"X12" W20-1 AHEAD WORKROAD 36"X36" 6"X6" -1 1 Dr MEADOWS SIERRAWB W20-1 AHEAD WORKROAD 36"X36" 6"X6" -1 1 Dr ESPERANZAWB TH-14 D3-1 AVE HOSKINGW 48"X12" 4"X6" -1 1 Ave HOSKINGWB M4-9(R) (RIGHT) ARROWDETOUR;30"X24" D3-1 AVE HOSKINGW 48"X12"1 Ave HOSKINGWB BARRICADE ONMOUNTED M4-10(R) (RIGHT) ARROW) (INSIDEDETOUR 48"X18" R11-2 CLOSEDROAD 48"X30"1 Ave HOSKINGWB BARRICADE ONMOUNTED M4-10(R) (RIGHT) ARROW) (INSIDEDETOUR 48"X18" R3-1 TURN RIGHTNO 24"X24" 4"X4" -1 1 St H SOUTHSB D3-1 AVEHOSKING 48"X12"1 St H SOUTHSB BARRICADE ONMOUNTED M4-9(L) (LEFT) ARROWDETOUR;30"X24" W20-1 AHEAD WORKROAD 36"X36" 6"X6" -1 1 St H SOUTHNB D3-1 AVE HOSKINGW 48"X12"1 St H SOUTHNB BARRICADE ONMOUNTED (CA)SC3 (UP) ARROWDETOUR 36"X12" R3-2 TURN LEFTNO 24"X24" 4"X4" -1 1 St H SOUTHNB NB SR-99 48"X48"W4-2L LEFT LANE CLOSED AHEAD FLASHING ARROW SIGN -TYPE 1 TH-4 C20(CA)L 48"X48" 6"X6" -1 2 6"X6" -1 2 1 SB SR-99 48"X48"W4-2L LEFT LANE CLOSED AHEAD FLASHING ARROW SIGN -TYPE 1 SB SR-99 SB SR-99 FAS FAS C20(CA)R RIGHT LANE CLOSED AHEAD 48"X48"W4-2R LANE ENDS 3 FAS FLASHING ARROW SIGN -1 TH-10 G20-2 END ROAD WORK 18"X36" 6"X6" -1 148"X48" SR-99SB NB SR-99 C30(CA)LANE CLOSED TH-11 W4-1R MERGE 1 TH-12 W20-1 48"X48" 6"X6" -1 2ROAD WORK AHEAD TYPE 1 SB ON-RAMP SR-99 W4-1R MERGE 48"X48" 6"X6" -1 1 SR-99SB W4-2R 48"X48" 6"X6" -1 4 SR-99SBLANE ENDS LANE ENDS LANE ENDS C20(CA)R RIGHT LANE CLOSED AHEAD 48"X48" 6"X6" -1 2 FAS FLASHING ARROW SIGN -1 SB SR-99 TYPE 1 SB SR-99 48"X48" 6"X6" -1C30(CA)TH-7 TH-9 LANE CLOSED 1 1 6"X6" -148"X48"LANE CLOSEDC30(CA) 1 6"X6" -148"X48"LANE CLOSEDC30(CA) C30(CA)LANE CLOSED 48"X48" 6"X6" -1 1 SR-99NB NB SR-99 SB SR-99 SB SR-99 Ave HOSKINGEB FAS G20-2 FLASHING ARROW SIGN END ROAD WORK 1 1 SB SR-99 SB SR-99 TYPE 1- 48"X48" 6"X6" -1 106 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>11:12:50 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930mf002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 NO SCALE QUANTITIES TRAFFIC HANDLING THQ-3 CONSTRUCTION AREA SIGN (STATIONARY MOUNTED) 24'X18" SHEET CODESIGN MESSAGESIGN SIZE PANEL SIZEAND POSTS OFNo Qty LOCATION REMARKS W20-3 AHEAD CLOSEDROAD 36"X36" 4"X6" -1 1 Ave HOSKINGEB W20-2 AHEADDETOUR 36"X36" 4"X6" -1 1 Ave HOSKINGEB D3-1 AVE HOSKINGW 48"X12" 4"X6" -1 1 Ave HOSKINGEB M4-9(R) (RIGHT) ARROWDETOUR;30"X24" M4-8A DETOUREND 24"X18" 4"X4" -1 1 Ave HOSKINGEB W20-3 AHEAD CLOSEDROAD 36"X36" 4"X6" -1 1 Ave HOSKINGWB W20-2 AHEADDETOUR 36"X36" 4"X6" -1 1 Ave HOSKINGWB D3-1 AVE HOSKINGE 48"X12" 4"X6" -1 1 Ave HOSKINGWB M4-9(R) (RIGHT) ARROWDETOUR;30"X24" M4-8A DETOUREND 4"X4" -1 1 Ave HOSKINGWB (CA)SC3 (UP) ARROWDETOUR 36"X12" 4"X6" -1 1 Rd AKERSNB D3-1 AVE HOSKINGE 48"X12" 4"X6" -1 1 Rd AKERSNB M4-9(R) (RIGHT) ARROWDETOUR;30"X24" D3-1 AVE HOSKINGE 48"X12" 4"X6" -1 1 Rd BERKSHIREEB M4-9(L) (RIGHT) ARROWDETOUR;30"X24" (CA)SC3 (UP) ARROWDETOUR 36"X12" 4"X6" -1 1 Rd WIBLESB D3-1 AVEHOSKING 48"X12" 4"X6" -1 1 Rd WIBLESB M4-9(R) (RIGHT) ARROWDETOUR;30"X24" (CA)SC3 (UP) ARROWDETOUR 36"X12" 4"X6" -1 1 Rd WIBLENB D3-1 AVE HOSKINGE 48"X12" 4"X6" -1 1 Rd WIBLENB M4-9(R) (RIGHT) ARROWDETOUR;30"X24" (CA)SC3 (UP) ARROWDETOUR 36"X12" 4"X4" -1 1 Ln PANAMAEB (CA)SC3 (UP) ARROWDETOUR 36"X12" 4"X4" -1 1 Ln PANAMAEB D3-1 AVE HOSKINGE 48"X12" 4"X6" -1 1 Ln PANAMAEB M4-9(R) (RIGHT) ARROWDETOUR;30"X24" D3-1 AVE HOSKINGW 48"X12" 4"X6" -1 1 Ln PANAMAWB M4-9(L) (LEFT) ARROWDETOUR;30"X24" (CA)SC3 (UP) ARROWDETOUR 36"X12" 4"X4" -1 1 Ln PANAMAWB (CA)SC3 (UP) ARROWDETOUR 36"X12" 4"X4" -1 1 Ln PANAMAWB D3-1 AVE HOSKINGW 48"X12" 4"X6" -1 1 Ln PANAMAWB (CA)SC3 (UP) ARROWDETOUR 36"X12" (CA)SC3 (UP) ARROWDETOUR 36"X12" 4"X4" -1 1 St H SOUTHSB D3-1 AVEHOSKING 48"X12" 4"X6" -1 1 St H SOUTHSB M4-9(L) (LEFT) ARROWDETOUR;30"X24" D3-1 AVE HOSKINGW 48"X12" 4"X6" -1 1 St H SOUTHNB M4-9(L) (LEFT) ARROWDETOUR;30"X24" (CA)SC3 (UP) ARROWDETOUR 36"X12" 4"X4" -1 1 St H SOUTHNB D3-1 AVE HOSKINGW 48"X12" 4"X6" -1 1 St H SOUTHNB (CA)SC3 (UP) ARROWDETOUR 36"X12" D3-1 AVE HOSKINGW 48"X12" 4"X6" -1 1 St UNIONSB M4-9(R) (LEFT) ARROWDETOUR;30"X24" D3-1 AVE HOSKINGW 48"X12" 4"X6" -1 1 Rd MCKEESOUTH M4-9(R) (LEFT) ARROWDETOUR;30"X24" TH-16 C20(CA)L W4-2L FAS LEFT LANE CLOSED AHEAD LANE ENDS FLASHING ARROW SIGN 48"X48" 48"X48" - 6"X6" -1 6"X6" -1 2 2 1 SR-99NB SR-99NB NB SR-99 TYPE 1 C20(CA)L W4-2L FAS FLASHING ARROW SIGN LANE ENDS LEFT LANE CLOSED AHEAD 48"X48" 48"X48" - 6"X6" -1 6"X6" -1 2 2 1 SB SR-99 TYPE 1 TH-15 SB SR-99 SB SR-99 107 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>11:13:38 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930mf003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 NO SCALE (N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. QUANTITIES TRAFFIC HANDLING THQ-4 CONSTRUCTION AREA SIGN (STATIONARY MOUNTED) SHEET CODESIGN MESSAGESIGN SIZE PANEL SIZEAND POSTS OFNo (N) Qty LOCATION REMARKS (CA)SC9(L) (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 Hwy TAFT RAMP OFF NBSR-99 (CA)SC9(L) (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 Hwy TAFT RAMP OFF NBSR-99 (CA)SC9 (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 St H SOUTHNB (CA)SC9 (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 St H SOUTHNB (CA)SC9 (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 St H SOUTHNB (CA)SC9 (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 St H SOUTHNB (CA)SC9(L) (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 St H SOUTHNB (CA)SC9 (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 Ln PANAMAWB (CA)SC9(R) (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 Ln PANAMAWB SHEET CODESIGN MESSAGESIGN SIZE PANEL SIZEAND POSTS OFNo (N) Qty LOCATION REMARKS (CA)SC9(L) (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 Ln PANAMA RAMP OFF SBSR-99 (CA)SC9(L) (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 Ln PANAMA RAMP OFF SBSR-99 (CA)SC9 (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 Ln PANAMAEB (CA)SC9 (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 Ln PANAMA RAMP OFF NBSR-99 (CA)SC9 (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 Ln PANAMAEB (CA)SC9(R) (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 Ln PANAMAEB (CA)SC9 (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 St H SOUTHSB (CA)SC9 (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 St H SOUTHSB (CA)SC9 (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 St H SOUTHSB (CA)SC9(R) (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 St H SOUTHSB (CA)SC9 (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 Hwy TAFT RAMP ON NBSR-99 (CA)SC9(R) (UP) ARROW DETOUR;FWY 36"X36" 6"X6" -1 1 Hwy TAFT RAMP ON SBSR-99 TH-17 TH-18 108 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>11:14:59 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930mf004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 BEGIN FLARE BEGIN Det 27B "A" +94.7, 69' Rt END FLARE "A" +44.7', 59' Rt 27B 27B TYPE V ARROWS 12' 12' 10' 25A 36A8 BEGIN TAPER, BC "H2" +08.5, 12' Rt DIRECTION OF TRAFFIC BEGIN Det 25A END Det 36 "H2" +57.0, 0' Rt BEGIN Det 36 "A" +86.0, 59' Rt TYPE G PAVEMENT DELINEATOR TYPE F PAVEMENT DELINEATOR CW LL 12" WHITE CROSSWALK 12" WHITE LIMIT LINE 27B 27B 27B 4'12'8'12' 36 12 '8'4' 12'8' 12'12' 12' 12' 10' END TAPER, EC=BC BEGIN Det 9 "H2" +28.5, 24' Rt No A 12' 8' EC "H4" +95.5, 15.37' Lt 27B H 2 RAMP H4 RAMP 12' 12' 10' 12'12' 12' 12' 10' BEGIN TAPER "A" +26.9, 59.0' Lt ROUTE 99 12' 8' END TAPER BEGIN Det 8 "A" +27.0, 59' Lt BEGIN Det 27B "A" +27.0, 59' Lt 27B BEGIN Det 27B END Det 36 "A" +56.0, 59' Lt MATCH LINESta "A" 413+00.00Sta "H2" 213+00.0012' 12' 12' 10' PD-1 PLAN PAVEMENT DELINEATION BEGIN TAPER "A" +44.7, 59' Rt BEGIN TAPER "A" +27.0, 59' Lt SEE SHEET PD-2R=838' BEGIN LANE TAPER, BC BEGIN Det 36A END Det 8 H4" +27.1, 0' Lt SCALE: 1"=50' R=2988' STRIPING DETAIL NUMBER PER PAVEMENT DELINEATION DETAIL SHEET (WITH LETTER) (PAVEMENT MARKING) (PAVEMENT MARKING) (PAVEMENT MARKING) 7. ALL CROSSWALKS SHALL HAVE A 10' INSIDE WIDTH. WITH THEIR POINT APPROXIMATELY 20 FEET PRECEDING THE LIMIT LINE OR THE CROSSWALK. 6. WHEN INSTALLED AT THE INTERSECTIONS, TYPE I (10'-0") AND ALL TYPE III ARROWS SHOULD BE PLACED 5. CONFLICTING STRIPING SHALL BE REMOVED. 4. FOR ADDITIONAL STRIPE AND PAVEMENT MARKING REMOVAL SEE STAGE CONSTRUCTION AND TRAFFIC HANDLING PLAN. 3. LIMIT LINES, CROSSWALKS, CHEVRONS, AND DIAGONALS SHALL BE 12" SOLID WHITE, UNLESS OTHERWISE NOTED. 2. CHEVRON AND DIAGONAL MARKING SHALL BE CONSTRUCTED AT 45 DEGREE ANGLE FROM ETW. 1. STRIPES AND PAVEMENT MARKING SHALL BE THERMOPLASTIC, UNLESS OTHERWISE NOTED. DIAMOND (PAVEMENT MARKING SYMBOL) THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY CHANGE IN PAVEMENT DELINEATION DETAILS LEGEND STRIPING DETAIL NUMBER PER CALTRANS STANDARD PLANS (WITH NUMBER)S "SIGNAL" (PAVEMENT MARKING) A "AHEAD" (PAVEMENT MARKING) NOTES: F G 12'12' 12' END Det 27B "H2" +08.6, 59' Rt 10' 10' 12' 12' 10' 400 1 2 3 4 405 6 7 8 9 410 1 2 1 29 410 1 2 6 7 8 9 210G GGGFFCONCCONCASPHCONCCONCFPFPFPFPFPFPFP"H4" LINE "H2" LINE "A" LINE 25A 9 109 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>11:29:59 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930na001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 ROUTE 99 "H4" LINE 4'12'12'8' 4' "H2" LINE "H3" LINE PLAN PAVEMENT DELINEATION 15' 8'12' 12' 4'8' 4'12'12' 27B 25A TYPE V ARROWS 9 R=674' 27B 25A 9 27B 25A 8'16'12' 4' 27B 27B 36A 25A 25A 9 27B @ 50' SPACING WHITE DIAGONALS 8 "H6" LINE 8' 16'12' BEGIN Det 25A END Det 36A "H4" +12.6, 0' Lt "H2" +10"H2" +90"H2" +504' "A" LINE Sta "A" 413+00.00Sta "H2" 213+00.00Sta "A" 421+00.00Sta " H4" 421 +00.00 Sta "H2" 219+75.00Sta "H3" 315+00.00ARROW TYPE III(R) 38 12' 8' NOTE SEE PAVEMENT DELINEATION DETAIL SHEET (PDD-1). FOR ADDITIONAL INFORMATION ABOUT THE HOV PAVEMENT MARKING END TAPER, EC=BC BEGIN Det 9 "H2" +67.4, 36' RT BEGIN TAPER, BC "H2" +47.4, 24' RT TYPE III(L) ARROW BEGIN TAPER END Det 38 "H3" +59.9, 28' Rt 12' 12' 10' 10' 12' 12' 12' 10' 12' 12' 8'8' 12' 8' 12' H4 RAMP H3 RAMP H2 RAMP 27B MATCH LINEMATCH LINEMA T C H LI N E MATCH LINEPD-2 END TAPER BEGIN Det 9 "H4" +27.1, 24' Lt END TAPER BEGIN Det 8 "A" +27.0, 59' Lt SEE SHEET PD-3S E E S H E E T P D-3 SEE SHEET PD-1 END SHOULDER TAPER, BC H4" +42.8, 24'LT 10' 12' 12' SCALE: 1"=50' LL 10' 12' 12' 12' 10' THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY ARROW TYPE III(B) 12' 12' 12' 12' 12' 12'SEE SHEET PD-6110 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>11:33:52 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930na002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 G G GSSAA GGFGFGFFFFGGGGGGGGFFFFFFFGGG G GGG G G GG441567 8 9 420 1 4 8 6789 320 9 620 1 4 415 6 7 8 420 215 6 7 99 SR-99SR-99FPFPFPFPFPFPFPFPFPFPFPFPFPFP "H5" LINE 4' "H6" LINE 4'12' "H1" LINE 4'8'12' 15' 12'12' 12' PD-3 PLAN PAVEMENT DELINEATION 27B 25A 9 27B 25A 9 ARROWS TYPE V 4' 8' 1 2' 1 2' 27B 36A 27B 25A 25A 9 8' 16' 12' 4'15'12'12'4' 2'2' 5'12'12'12'12'12'12'4'12'8'27B 25A 27B 12'8'12'8'8' 12' 8 27B 36A 25A 12'12'12'12'12'12'2' 2' 27B 9 25A HOSKING Ave9 25A 9 27B @ 50' SPACING WHITE DIAGONALS 8'12'12' 12'9 27B 25A 8'12'12' 12' 4' 4' 12' 4' 8' 8' 27B "H3" LINE 36 "H" LINE 27B 36 "H3" LINE "H4" LINE BEGIN Det 25A END DET 36A "H6" +92.3, 0' Lt BEGIN TAPER "H" +44.6, 43' Rt BC "H3" +74.7, 17.7'Rt 8' 12' "A" LINESt a "H4" 4 2 4+1 0.00 Sta "A" 421+00.00S ta "H" 32+00.00 BEGIN Det 36A END Det 25A "H3" +32.0, 0' Rt END TAPER "H6" +40.8, 12' LtCW R=2988'16'BEGIN Det 25A "H6" +75.9, 0' Rt END TAPER "H" +68.2, 43' Lt 38 TYPE I (24'-0") ARROW "H3" +77.0 END TAPER BEGIN Det 9 "H6" +07.1', 28' Lt 12' 12' 10' 12' 12' 12' BEGIN TAPER END Det 9 "H4" +79.8, 24' Lt Sta " H1" 124+50.00 EC "H1" +50.0, 32.6' Rt TYPE I (24'-0") ARROWS "H6" +23.0 BEGIN TAPER, EC END Det 9 "H6" +80.8, 28' Lt 9 END TAPER, EC BEGIN Det 8 END Det 36A "H3" +99.9, 0' Rt H1 RAMP H5 RAMP H6 RAMP H4 RAMP 27B H3 RAMP 1 6' ROUTE 99 8'Sta "A" 433+00.00Sta "H5" 533+00.00MATCH LINEMATCH L INE MATCH LINEMATCH L INE M ATC H LINE END Det 27B "A" +00.0, 59' Rt END TAPER BEGIN Det 27 AND 36 "H3" +57.2, 0' Rt "H" +30.8, 43' Rt = BEGIN TAPER END Det 8 "A" +00.0, 59' Rt S ta "H " 26+00 .00 EC "H6" +84.2, 23.9' LT 12' 8' BEGIN Det 27B "A" +27.0, 59' Lt 8 SEE SHEET PD-4SEE SHEET PD-2Sta " H4" 421 +00.00MA T C H LI N E S E E S H E E T P D-2 MATCH LINE12' 12' 12' 12' 10' 12' 12' 12' SCALE: 1"=50' R=2988' EC END TAPER H5 +47.2, 24' LT R=686'"H5" +50"H5" +00"H5" +80BEGIN TAPER, BC END Det 9 AND 38 "H1" +81.9, 36' Rt LL 4'8'5' 5' BEGIN TAPER BEGIN Det 36A END Det 8 "H6" +27.1, 0' LT R=600' BEGIN TAPER END Det 27 AND 36 "H6" +43.4, 0' Rt "H" +84.2, 43' Lt = THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY BEGIN Det 27B "A" +00.0, 59' Rt 12' 12' 12' 12' SEE SHEET PD -7 SEE SHEET PD -6 SEE S HEET P D-6 Sta "H5" 528+00.00SEE SHEET PD-7END Det 27B "A" +94.6, 59' Rt 10' 10' 10' 10' 111 BEGIN Det 36 "H6" +85.9, 0' Rt 6' Rt DETAIL 27B @ 50' C-C SPACING (Typ), SURFACE MOUNTED CHANNELIZERS CCO 44 CCO 44 CCO 44 CCO 44 CCO 44 06-0C9304CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 8-12-2016 JAMES N. SIMON7891302344256789430123102 3 4 325 6 7 8 9 125 6 7 8 9 130 1 2 2 3 625 6 7 89123463562 3 49 530 1 2 4 630AASSFGGFFFFGGGGGGGG GGFGGFFFG G G G G GG G G GGGFGGGG G G G G G G G G G G G 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>11:36:44 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930na003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 ASPHCONCASPHCONCSR-99SR-99 ROUTE 99 "H5" LINE "H1" LINE 4' PLAN PAVEMENT DELINEATION THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY.12'12'8' 36 27B 12' 12' 27B 25A 9 25A 27B 27B 12' 12' 12' ARROWS TYPE V 8' 12' 8'4' 8' 4' 36A "A" LINE 12' 12' 10' 38C Sta "A" 445+50.00"H5" +50.0BEGIN FLARE "A" +51.3, 71' Lt 8 8' END Det 36 "A" +10.0, 59' Lt 12' 12' 12' 12' 10' 37A 27B 27B H1 RAMP H5 RAMP 12' 12' BEGIN Det 36 END Det 25A "H5" +39.0, 0' Lt 27B 12' 8' 8'MATCH LINESEE SHEET PD-5Sta "H5" 533+00.00Sta "A" 433+00.00MATCH LINESEE SHEET PD-3BEGIN Det 14 AND 37A END Det 13M AND 38C "A" +51.6, 59' Lt END Det 27B END FLARE "A" +0.13, 81' Lt BEGIN Det 36 END Det 27B "A" +40.0, 59' Lt 12' 12' 12' 12' 12' 10' 12' 12' BEGIN TAPER "A" +51.9, 71' Lt END TAPER BEGIN Det 38C END Det 9 "H5" +10.0, 12' Lt PD-4 8' SCALE: 1"=50' R=2988' 12' 12'12' 12' 12' 12'12' 12' BEGIN Det 27B "A" +01.3, 71'Lt 10' 10' 10' 10'10' 10' BEGIN Det 27B "A" +87.4, 59' Lt 112 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-2016 4 435 6 7 8 9 440 1 2 3 4 445 4 135 6 7 8 9 140 14535 6 7 8 9 540 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>11:39:29 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930na004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 GGGGFFFCONCCONCCONCBEGIN Det 36A END Det 25A "H1" +95.7, 0' Rt END Det 27B "A" +82.0, 59' Rt END TAPER "A" +00.1, 59' Rt END TAPER, EC BEGIN Det 8 END Det 36A "H1" +81.9, 0' Rt BEGIN TAPER END Det 8 "A" +82.0, 59' Rt BC "H1" +14.8, 15.34' Rt 12'12'"A" LINE 12' 12' 10' 27B PLAN PAVEMENT DELINEATION 12' 27B 12' 37A Sta "A" 445+50.00ROUTE 99 MATCH LINEPD-5 12' 10' 12' 12' 12' 12'SEE SHEET PD-412' 12' 12' 12' 12' 8'8' 12' 12' 12' SCALE: 1"=50' END TAPER "A" +79.0, 59' Lt THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY 12'12'12' 12' END Det 37A "A" +29.0, 59' Lt BEGIN TAPER "A" +29.0, 71' Lt 10'10'10' 10' END Det 27B "A" +21.0, 59' Lt 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>11:41:56 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930na005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 6 7 8 9 450 1 2 3 4 455 6 7 8 9 CONCCONCASPHSR-99SR-99113 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON END DETAIL 27B END TAPER "A" +82.2, 59' Rt 12' 10' 12' 10'10' HOSKING Ave "H1" LINE 8'4' "H3" LINE 4' 4'12'12'12'"H2" LINE 12' 16' 8' PLAN PAVEMENT DELINEATION12'12'4'8'12' 12' 5' 12' 12' 12'2' 12 '8' 5'8'16'12'4' 12' 12' 12' 2' 12' 12' 5' 12' 12' 12'2' 5' 12' 12' 12' 2' 5' 12' 12' 12' 12' 12' 12' "H" LINE 25A 25A 25A 27B 38 27B 27B 9 9 27B 25A 8'12'12'12'38 27B 25A 12'12'8'12' 4' 4' 12' 8' R=664' 27B 9 27B 36 9 5' 36 12'Sta "H" 32+00.00Sta "H 1" 124.+50.00 BEGIN Det 38A END Det 9 "H2" +07.0, 12' Rt 27B 2' CW LL CW CW 12'27B LL 12' 2' END TAPER, EC BEGIN Det 9 "H1" +60.0, 36' Rt END HOV LANE TAPER BEGIN LANE TAPER, BC BEGIN Det 38 "H1" +40.0, 24' Rt 12' 12' 12' 2' 9 TYPE IV(L) ARROW TYPE IV(R) ARROW 9 12' TYPE I (24'-0") ARROW "H1" +46.4 25A 27B 12' 8' BEGIN HOV LANE TAPER "H1" +20.0, 8.7' Rt 12' 12' 12' +45.5' Lt "H" +97.4 12' 12' 12' 5' END Det 27B "H" +12.7, 43.8' Lt BEGIN Det 36 "H1" +26.4, 0' Rt BEGIN TAPER "H" +71.7, 31' Rt 9 25A 27B BEGIN Det 38 "H" +71.7, 49' Rt BEGIN Det 38 "H" +71.7, 13' Rt R=136.7' R=186.2' 2' END HOV LANE TAPER BEGIN Det 38 "H3" +07.3, 12' Rt 12' Rt "H3" +47.3 H 1 RAM P H3 RAMPH2 RAMP12' @ 20' SPACING WHITE CHEVRONS 40A NOTE DETAIL SHEET (PDD-1). DELINATION AT THE INTERSECTION SEE PAVEMENT DELINATION FOR ADDITIONAL PLAN INFORMATION ABOUT THE PAVEMENT Sta "H2" 219+75.00 MATCH LINEMATCH LINEMA TCH LINE @ 20' SPACING WHITE CHEVRONS PD-6 2' BEGIN HOV LANE TAPER "H3" +39.1, 6.9' Rt BEGIN TAPER "H" +71.6, 7' Lt Sta "H3" 315+00.00SEE SHEET PD-3SEE SHEET PD-3 SCALE: 1"=50' END Det 25A EC "H" +91.7, 6.2' Rt BEGIN Det 9 "H" +12.0, 31' Rt (TO BE MATCHED BY OTHERS) END Det 27B, 9, 38 AND 25A "H" +00.0 @ 20' SPACING WHITE DIAGONALS @ 20' SPACING WHITE DIGONALS SEE SHEET PD-2 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY TYPE III (R) ARROW TYPE III (B) ARROW ARROW TYPE III (L) 11' 11' 11' END Det 27B EC "H" +12.1, 49.9' Rt BC END TAPER "H" +71.8, 45.0' Rt BEGIN TAPER "H" +45.0, 46.5' Rt BC "H" +68.8, 10.0' Rt END TAPER END Det 9 "H" +71.7, 13' Lt END TAPER END Det 9 "H" +71.7, 13' Lt END TAPER END Det 25A "H" +54.4, 12.7' Lt 4' 38A 38 39 38 114 END Det 36 "H3" +20.6, 5.5' Rt BEGIN Det 25A "H3" +30.6, 6.2' Rt BEGIN Det 25A "H1" +74.7, 7.4' Rt END Det 36 "H1" +64.7, 7.1' Rt CCO 44 CCO 44 CCO 44 CCO 44 50' C-C SPACING (Typ) CHANNELIZERS @ SURFACE MOUNTED CCO 44 TEXTURED PAVING OFFSET "H2" ALONG C-C SPACING, 5' Lt CHANNELIZERS @ 24' SURFACE MOUNTED PER CCO 23 MATCH STRIPING CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 CCO 44 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>11:45:29 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930na006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 1 3 4 35 6 7 8 9 40 1 2 3 4 45 220121 2 3 4 7 8 9 12023 4 G G G G G G GF GGGGGG GG G 27B 9 BEGIN TAPER "H" +46.7, 34' Lt BEGIN TAPER "H" +59.3 END TAPER "H" +09.6 END Det 38 "H" +81.5, 7.5' Rt BEGIN det 25A END Det 38 "H" +81.5, 11.6' Rt END Det 38 "H" +89.0, 12' Lt CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 @ 50' C-C SPACING (Typ) SURFACE MOUNTED CHANNELIZERS "H5" ALONG TEXTURED PAVING @ 24' C-C SPACING, 5' Rt OFFSET SURFACE MOUNTED CHANNELIZERS CCO 44 CCO 44 CCO 44 CCO 44 CCO 44 CCO 44 CCO 44 8-12-2016 JAMES N. SIMON Prop R/W Prop R/W "H4" LINE "H5" LINE "H" LINE 4' PLAN PAVEMENT DELINEATION 12' 8' 12' 12' 12' 2' 5' ARROW TYPE III(L) ARROW TYPE III(R) 25A 9 12' 12' 12'2'12' 12' 12' 5' 11' 12' 12' 12' 5'9 27B 9 27B 25A 27B 9 Exist R/W @ 50' SPACING WHITE DIAGONALS 27B 25A 36 27B 9 27B 25A BEGIN Det 9 END Det 38A "H5" +80.2, 24' Lt BEGIN Det 27B "H" +15.0, 43' Rt R=686' ARROW TYPE I (24'-0") END Det 36 "H4" +90.8, 0'Lt ARROW TYPE III(B) 4' LL CW CW LL2'2' 12' 12' 12'12'BEGIN Det 27B "H" +36.0, 48' Rt 38 11' 12' 12' 12' 2'12' 5' END TAPER "H4" +99.8, 12' Lt 27B BEGIN TAPER, EC=BC END Det 9 "H5" +27.2, 36' Lt 12' 5'H5 RAMPH4 RAMP HOSKING Ave 12' 40A SEE PAVEMENT DELINATION DETAIL SHEET (PDD-1). PAVEMENT DELINATION AT THE INTERSECTION FOR ADDITIONAL PLAN INFORMATION ABOUT THE NOTE PD-7 END TAPER "H" +96.6, 19' Lt 25A 12'12'8'SEE SHEET PD-3Sta "H" 26+00.00MATCH LINESEE SHEET PD-3Sta "H4" 424+10.00MATCH LINE40A 12'12' SCALE: 1"=50' BEGIN Det 38 "H" +17.2, 12' Lt BEGIN TAPER "H" +96.6, 23' Lt SE E SH E ET PD -3St a "H 5" 528+00.00M A TCH LIN E THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY. "H4" +50.0 11' 11' 11' BEGIN Det 25A "H" +16.0, 10.6' Lt 38 MATCH Exist BEGIN Det 9 AND 27B "H" +00.0 "H" +18.6, 46.8' Lt 6' 16' 38A 39 BEGIN Det 38 "H" +88, 12' Rt 11' BEGIN Det 27B "H" +46 38 115 END Det 25A "H4" +12.9, 0' Lt BEGIN Det 36 "H4" +23.0, 0' Lt +13.91, 50.65 @ 20' SPACING, (Typ) WHITE CHEVRONS 6 7 8 9 20 1 2 3 4 25 425 6 7 8 4525676 7 8 9 20 1 2 3 4 25 425 6 7 8 45256706 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>11:48:04 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930na007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 GFFFGGGFFFSTOP 5'5' ARROW TYPE IV(L) ARROW TYPE IV(L) ARROW TYPE IV(L) ARROW TYPE IV(R) HOSKING Ave "H2" LINE THIS PLAN ACCURATE FOR PAVEMENT DELINEATION WORK ONLY "H5" LINE "H" LINE HOSKING AveH5 RAMP H2 RAMP ARROWS TYPE III(R) R=55' ARROWS TYPE I (10'-0") ARROWS TYPE I (10'-0") ARROWS TYPE I (10'-0") TYPICAL HOV PAVEMENT MARKING 20'20'ARROW TYPE III(B) 20' R=60' R=5' 9 9 9 25A 9 "H" LINE ARROW TYPE III(R) R=60' 20' R=5'20'12'50'8'50'25'12'8'25'8' ARROWS TYPE I (10'-0") 9 925A R=55' HOSKING Ave. AND H5 RAMP INTERSECTION DETAIL A HOSKING Ave. AND H2 RAMP INTERSECTION DETAIL B 40A 40A LEGEND DIRECTION OF TRAVEL 20' PDD-1 NOT TO SCALE 40A R=40' 9 25A TYPE III(L)ARROW 27B 27B 25A TYPE III(L) ARROW 27B 27B 25A 27B 27B 40A R=30' TYPE III(B) ARROW BC BEGIN Det 40A "H" +83.14, 49.0' Lt BEGIN Det 40A "H" +83.14, 56.3' Lt EC END Det 40A "H" +12.00, 19.0' Lt 116 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-2016 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>11:52:57 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930nb001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 4 35 6 7 121 2 3 4 25 6 7 8 635 425 6 7 8 4525FF "H" +76.0 LIMIT LINE "H" +97.0 LIMIT LINE BC "H" +49.9, 43' Lt "H5" +80.2 CROSSWALK LINE EC "H5" +10.6, 36' Lt BEGIN Det 40A "H" +28.9, 56.6' 'Lt BC "H" +28.9, 41' Lt BEGIN Det 25A "H" +74.8, 0.9' Rt BC "H" +54.15, 43' Rt BC "H2" +76.3, 36' Lt EC "H" +50.2, 43' Lt LIMIT LINE "H" +23.0 END Det 25A "H" +25.2, 0.9' Lt CROSSWALK LINE "H2" +07.0 EC BEGIN Det 9 END Det 40A "H" +88.9, 19' Rt END Det 40A "H" +71.15, 56.3' Lt BC BEGIN Det 40A END Det 9 "H" +11.15, 19' Lt EC "H" +71.15, 41' Lt EC END Det 40A "H" +16.8, 56.6' Lt BEGIN Det 25A "H" +90.0', 7' Rt BEGIN Det 25A "H" +87.0', 7' Lt BC BEGIN Det 40A END Det 9 "H" +76.9, 19' Lt END Det 25A "H" +10.0, 7' Lt END Det 25A "H" +12.0, 7' Rt LIMIT LINE "H" +02.0 EC BEGIN Det 27B END Det 25A "H" +45.86, 43' Lt BC Begin Det 25A AND 27B "H" +40.86, 48' Lt EC END Det 25A AND 27B "H" +59.15, 48' Rt DETAILS PAVEMENT DELINEATION NO SCALE QUANTITIES PAVEMENT DELINEATION PAVEMENT DELINEATION QUANTITIES No SHEET LOCATION DELINEATORS OR TYPEMARKING PAVEMENT No,DETAIL STRIPE TRAFFIC THERMOPLASTIC MARKERPAVEMENT MARKINGPAVEMENT THERMOPLASTIC I)(CLASS DELINEATOR 4"8" ATYPENON-RETROREFLECTIVE RETROREFLECTIVE CHEVRONS ANDDIAGONALS,CROSSWALKS, LINE,LIMITS SYMBOLS ANDARROWSWORDS FTYPE GTYPE BROKEN SOLID SOLID CTYPE DTYPE GTYPE HTYPE36'-12'17'-7'LF LF LF LF EA EA EA EA EA SQFT SQFT SQFT EA EA PD-1 ROUTE-99NB 27B 160 36 270 12 ROUTE-99SB 27B 780 RAMPH2 9 172 4 25A 443 19 27B 856 36 271 12 ARROWS 66 Del 1 4 RAMPH4 8 300 27B 473 36A 173 8 Del 1 PD-2 ROUTE-99SB 27B 527 RAMPH2 9 783 18 25A 675 29 27B 675 Del 6 4 ARROWS 223 WORDS 126 TOTALSHEET 1255 714 0 0 0 289 126 8 8 PDQ-1 004589 54 48 117 06-0C9304CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>11:56:38 AM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930nc001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 NO SCALE QUANTITIES PAVEMENT DELINEATION PAVEMENT DELINEATION QUANTITIES No SHEET LOCATION Del ORTYPE MARKING PAVEMENT No,DETAIL STRIPE TRAFFIC THERMOPLASTIC MARKERPAVEMENT MARKINGPAVEMENT THERMOPLASTIC I)(CLASS DELINEATORS 4"8" ATYPENON-RETROREFLECTIVE RETROREFLECTIVE CHEVRONS ANDDIAGONALS,CROSSWALKS, LINE,LIMITS SYMBOLS ANDARROWSWORDS FTYPE GTYPE BROKEN SOLID SOLID CTYPE DTYPE GTYPE HTYPE36'-12'17'-7'LF LF LF LF EA EA EA EA EA SQFT SQFT SQFT EA EA PD-2 RAMPH3 25A 600 26 27B 600 38 460 20 Del 1 14 SYMBOLS 22 WORDS 111 RAMPH4 9 373 8 25A 688 29 27B 800 36A 113 5 Del 6 10 DIAGONALS 114 RAMPH6 8 273 27B 273 PD-3 ROUTE-99NB 27B 805 ROUTE-99SB 27B 370 Ave HOSKINGWB 9 1200 26 25A 600 26 27B 516 Ave HOSKINGEB 9 1200 26 25A 600 26 27B 514 CHEVRONS 24 TOTALSHEET 3046 6366 573 0 0 107 138 22 111 7 24 PDQ-2 00 85 118 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-2016 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:03:58 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930nc002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 NO SCALE QUANTITIES PAVEMENT DELINEATION PAVEMENT DELINEATION QUANTITIES No SHEET LOCATION Del ORTYPE MARKING PAVEMENT No,DETAIL STRIPE TRAFFIC THERMOPLASTIC MARKERPAVEMENT MARKINGPAVEMENT THERMOPLASTIC I)(CLASS DELINEATOR 4"8" ATYPENON-RETROREFLECTIVE RETROREFLECTIVE CHEVRONS ANDDIAGONALS,CROSSWALKS, LINE,LIMITS SYMBOLS ANDARROWSWORDS FTYPE GTYPE BROKEN SOLID SOLID CTYPE DTYPE GTYPE HTYPE36'-12'17'-7'LF LF LF LF EA EA EA EA EA SQFT SQFT SQFT EA EA PD-3 RAMPH1 9 232 5 25A 850 36 27B 850 38 832 35 Del 3 8 SYMBOLS 11 WORDS 64 RAMPH3 8 301 25A 232 10 27B 956 36 70 3 36A 268 12 ARROWS 31 Del 2 1 RAMPH4 9 290 7 25A 290 13 27B 290 Del 7 DIAGONALS 114 RAMPH5 9 500 11 25A 500 21 27B 500 Del 4 3 ARROWS 66 WORDS 126 RAMPH6 8 27 9 774 17 25A 1083 46 27B 1457 36 159 7 36A 265 12 Del 1 22 ARROWS 31 CW 61 TOTALSHEET 0 2124 7008 1594 0 0 0 109 126 175 139 190 10 41 PDQ-3 119 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:05:40 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930nc003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 NO SCALE QUANTITIES PAVEMENT DELINEATION PAVEMENT DELINEATION QUANTITIES No SHEET LOCATION Del ORTYPE MARKING PAVEMENT No,DETAIL STRIPE TRAFFIC THERMOPLASTIC MARKERPAVEMENT MARKINGPAVEMENT THERMOPLASTIC I)(CLASS DELINEATOR 4"8" ATYPENON-RETROREFLECTIVE RETROREFLECTIVE CHEVRONS ANDDIAGONALS,CROSSWALKS, LINE,LIMITS SYMBOLS ANDARROWSWORDS FTYPE GTYPE BROKEN SOLID SOLID CTYPE DTYPE GTYPE HTYPE36'-12'17'-7'LF LF LF LF EA EA EA EA EA SQFT SQFT SQFT EA EA PD-4 ROUTE-99NB 27B 750 ROUTE-99SB 27B 700 36 270 12 37A 28 8 38C 124 32 RAMPH1 8 301 25A 296 13 27B 882 36A 286 12 Del 3 RAMPH5 9 710 15 25A 439 19 27B 994 36 271 12 38C 60 12 ARROWS 66 Del 4 PD-5 ROUTE-99NB 27B 240 ROUTE-99SB 27B 1170 37A 232 66 TOTALSHEET 1011 827 444 74 0 0 66 0 3 4 PDQ-4 0 5471 95 32 120 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:08:59 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930nc004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 NO SCALE QUANTITIES PAVEMENT DELINEATION PAVEMENT DELINEATION QUANTITIES No SHEET LOCATION Del ORTYPE MARKING PAVEMENT No,DETAIL STRIPE TRAFFIC THERMOPLASTIC MARKERPAVEMENT MARKINGPAVEMENT THERMOPLASTIC I)(CLASS DELINEATOR 4"8" ATYPENON-RETROREFLECTIVE RETROREFLECTIVE CHEVRONS ANDDIAGONALS,CROSSWALKS, LINE,LIMITS SYMBOLS ANDARROWSWORDS FTYPE GTYPE BROKEN SOLID SOLID CTYPE DTYPE GTYPE HTYPE36'-12'17'-7'LF LF LF LF EA EA EA EA EA SQFT SQFT SQFT EA EA PD-6 Ave HOSKINGWB 9 2089 44 25A 1008 43 27B 1129 40A 47 LL 36 ARROWS 42 CHEVRONS 90 Ave HOSKINGEB 9 2122 44 25A 925 40 27B 944 38 385 18 LL 36 ARROWS 87 RAMPH1 9 289 7 25A 574 24 27B 873 36 239 11 38 409 18 CW 63 DIAGONALS 87 SYMBOLS 33 ARROWS 31 WORDS 128 Del 6 RAMPH2 9 266 6 25A 242 11 27B 306 38A 200 CW 130 ARROWS 157 Del 1 1 TOTALSHEET 4766 6001 1233 0 0 148 118 442 350 128 1 7 PDQ-5 470 121 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:10:17 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930nc005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 NO SCALE QUANTITIES PAVEMENT DELINEATION PAVEMENT DELINEATION QUANTITIES NOTE QUANTITIES ARE SHOWN ON TRAFFIC HANDLING QUANTITIES SHEET THQ-1. ADDITIONAL REMOVE PAVEMENT MARKER AND REMOVE TRAFFIC STRIPE No SHEET LOCATION Del ORTYPE MARKING PAVEMENT No,DETAIL STRIPE TRAFFIC THERMOPLASTIC MARKERPAVEMENT MARKINGPAVEMENT THERMOPLASTIC I)(CLASS DELINEATOR 4"8" ATYPENON-RETROREFLECTIVE RETROREFLECTIVE CHEVRONS ANDDIAGONALS,CROSSWALKS, LINE,LIMITS SYMBOLS ANDARROWSWORDS FTYPE GTYPE BROKEN SOLID SOLID CTYPE DTYPE GTYPE HTYPE36'-12'17'-7'LF LF LF LF EA EA EA EA EA SQFT SQFT SQFT EA EA PD-6 RAMPH3 25A 370 16 27B 463 36 93 4 38 293 13 CW 65 DIAGONALS 53 SYMBOLS 22 WORDS 81 Del PD-7 Ave HOSKINGWB 9 1502 32 25A 517 22 27B 813 38 204 9 ARROWS LL 36 Ave HOSKINGEB 9 1506 32 25A 550 36 27B 728 40 43 LL 36 ARROWS 87 RAMPH4 25A 202 27B 613 9 36 269 12 CW 48 DIAGONALS 19 ARROWS 31 Del 3 RAMPH5 9 569 13 25A 430 18 27B 494 38A 200 CW 129 Del 6 1 ARROWS 314 TOTALSHEET 0 3577 5380 1368 43 0 0 125 101 386 526 81 6 4 15779 34615 6309 534 109 PDQ-6 658740 532 1142 1392 636 35 97 GRAND TOTAL SUBTOTAL 1264534630950394 3170 72 38 309 10 0 9 122 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-2016 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE 238 39712 IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:12:21 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930nc006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 L. LEVY JONATHAN 6/18/14 JONATHAN LEVYJONATHAN LEVYSAMUEL MEDINA7/18/14 12/31/15 EXIT 19 Hosking Ave SIGN PLAN EXIT 18 NEXT EXIT Greenfield RL S-1 IS ROADSIDE SIGN (STRAP & SADDLE BRACKET METHOD) EXISTING SIGN XXX-XX(CA) CALIFORNIA DESIGNATION (MUTCD) DESIGNATION XXX-XX MANUAL ON UNIFORM TRAFFIC CONTROL 1-3 ‚ MILE 1-2 1-1 R6-4(CA) IB INSTALL SIGN STRUCTURE ON THE BRIDGE A A G83-5(CA) 216"X100" T G86(CA)/SG42-2(CA)(MOD) D (RELOCATED FROM STA "A" 400+50) ROUTE 99 R/W R/W R/W R/W SEE SHEET S-2 MATCH LINE1-4 1-5 1-6 G11-7(CA)(18) RL G11-7(CA)(18) 1-7 G11-7(CA)(18) R R47(CA)/S SIGN (CARE FOR BAKERSFIELD) SCALE: 1"=50' NOTE: SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. FOR COMPLETE RIGHT OF WAY MAP AND ACCURATE ACCESS DATA, R6-3(CA)/R48-1(CA) (RELOCATED FROM Sta "A" 396+00) EXIT 18 Taft Lamont119 G85(CA)E IM INSTALL SIGN (MAST ARM MOUNTED) @ STA "A" 394+00 FNBT THIS PLAN ACCURATE FOR SIGN WORK ONLY 123 I I I I ROADSIDE SIGN SINGLE POST ROADSIDE SIGN TWO POST ROADSIDE SIGN (WITH NUMBER)1-1 E R REMOVE ROADSIDE SIGN RM I SS INSTALL ROADSIDE SIGN ROADSIDE SIGN (STRAP & SADDLE BRACKET METHOD) RL RELOCATE ROADSIDE SIGN SIGN CODE LEGEND INSTALL SIGN STRUCTUREOVERHEAD SIGN (WITH LETTER) LEGEND = = = = = = = = GENERAL SIGN NOTE: Pumpkin Ctr I = = = = = =REMOVE SIGN STRUCTURE INSTALLATION SEE ELECTRICAL SHEETS (E). FOR DETAILS REGARDING OVERHEAD SIGN ILLUMINATION 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:28:29 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oa001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 IG86-5 (CA) CCO 32SAN CCO 32 9/22/15233 238 JAMES N. SIMON 8-12-2016 "A" LINE 6 7 8 9 390 1 2 3 395 6 7 8CONC CONCASPHSR-99SR-99 S-2 SIGN PLAN EXIT 19 19 Hosking Ave G85(CA)IS G84-2(CA) 2-4 RL 2-3 2-1 B M3-3/G28-2(CA) (99) 168"X90" @ STA "A" 404+45 FNBT EXIT 18 NEXT EXIT Greenfield TD G86(CA)/SG42-2(CA)(MOD) STA "A" 398+50) (RELOCATED TO ROUTE 99 R/W R/W H4 RAMP H 2 RA M PSEE SHEET S-3MATCH LINESEE SHEET S-1MATCH LINESCALE: 1"=50' NOTE: SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. FOR COMPLETE RIGHT OF WAY MAP AND ACCURATE ACCESS DATA, SS 2-2 IR2-1(70MPH)/R48-1(CA) THIS PLAN ACCURATE FOR SIGN WORK ONLY 124 EXIT I Pumpkin Ctr RM 286 116 8Bakersfield Fresno Sacramento G5(CA) 216"X90" C REMOVE @ STA "A" 404+95 FNBT 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:22:12 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oa002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 8-12-2016 JAMES N. SIMON "H4" LINE "H2" LINE "A" LINE 400 1 2 3 4 405 6 7 8 9 410 1 2 1 29 410 1 2 6 7 8 9 210G GGGFFCONCCONCPOOLCONCASPHCONCCONCFPFPFPFPFPFPFPFPFPFPFPFPFP "H4" LINE "H2" LINE "H3" LINE "A" LINE S-3 SIGN PLAN Panama Lane EXIT 20 1 MILE G83-5(CA) R61-13(CA) W3-3 W4-1 3-1 3-2 3-5 W3-3 3-3 R61-13(CA) 3-4 EXIT 18 FSBT NEXT EXIT Taft Lamont119 FNBT 216"X100" G86-13(CA) 216"X100" R/W R/WROUTE 99 H3 RAMP H2 RAMP"H6" LINE H6 RAMP SEE SHEET S-2MATCH LINESEE SHEET S-4MATCH LINESEE SHEET S-7MATCH LINE3-6 R4-3(CA)RL STA "A" 423+00) (RELOCATE FROM SCALE: 1"=50' NOTE: SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. FOR COMPLETE RIGHT OF WAY MAP AND ACCURATE ACCESS DATA, R91-3(CA) 3-7 R91-3(CA) 3-8 3-9 SS 3-10 SS @ STA "A" 413+00 THIS PLAN ACCURATE FOR SIGN WORK ONLY 2 CARS PER GREEN THIS LANE 2 CARS PER GREEN THIS LANE R89-2(CA)/R10-6(CA)(R) R89-2(CA)/R10-6(CA)(L) I H4 RAMP I I I I I I E 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:25:45 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oa003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 RFI 90 RFI 86 26 26 RFI 86 238 8-12-2016 JAMES N. SIMON 4 415 6 7 8 9 420 1 4 8 6789 320 9 620 1 4 415 6 7 8 420 215 6 7 99 G G GSSAA GGFGFGFFFFGGGGGGGGFFFFFFFGGG G GGG G G GGSR-99SR-99FPFPFPFPFPFPFPFPFPFPFPFPFPFP125 2 CARS PER GREEN THIS LANE 2 CARS PER GREEN THIS LANE 2 CARS PER GREEN THIS LANE 2 CARS PER GREEN THIS LANE 2 CARS PER GREEN THIS LANE "H5" LINE "H6" LINE "H1" LINE "H4" LINE S-4 SIGN PLAN W3-3 W4-1 R4-3RL R5-10A 4-1 4-2 W3-3HOSKING Ave"H" LINE 4-6 W4-1 FNBT G85(CA)IS SOUTH G92(CA)/G28-2(CA)(99)/M3-3/M6-2(R) G92(CA)/G28-2(CA)(99)/M3-3/M6-2(L) 4-8 4-7 96"x60" IB D @ STA "A" 422+12 4-3 4-4 4-54-10 4-9R/W R/WR/W @ STA "H" 37+50 FWBT H1 RAMP H5 RAMP H6 RAMP H3 RAMP "H3" LINE H4 RAMP R26(S)(CA) W4-14(CA) (25 MPH)SEE SHEET S-3MATCH LINESEE SHEET S -7 MATCH L INE SEE SHEET S -8 MATCH L INE SEE SHEET S-8MATCH LINESEE SHEET S-5MATCH LINER 4-13 I 4-15 R 4-14 R 4-11 I 4-12 G11-7(CA) (18.5) G11-7(CA) (18.52) G11-7(CA) (18.52) STA "A" 419+00) (RELOCATE TO SCALE: 1"=50' NOTE: SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. FOR COMPLETE RIGHT OF WAY MAP AND ACCURATE ACCESS DATA, 4-16 OM2-1H G11-5(CA) S E E S H E E T S- 3MAT C H LI N E SEE S HEET S-7MATC H LI NE G11-5(CA) "A" LINE ROUTE 99 4-18 SS THIS PLAN ACCURATE FOR SIGN WORK ONLY SS 4-17 R89-2(CA) 4-20 IM 4-19 IMR89-2(CA) IMR89-2(CA) 4-21 R89-2(CA)/R10-6(CA)(L) R89-2(CA)/R10-6(CA)(R) 126 I I I I I I I I I I Bakersfield Fresno Sacramento 8 116 286 G5(CA) 216"X90" H I NORTH G85(CA)IS96"x60" @ STA "H" 32+75 FEBT 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 RFI 72 31+95 RFI 90 28+25 RFI 72 LIST CALRANS PUNCH 238 8-12-2016 JAMES N. SIMON7891302344256789430123102 3 4 325 6 7 8 9 125 6 7 8 9 130 1 2 2 3 625 6 7 89123463562 3 49 530 1 2 4 630AASSFGGFFFFGGGGGGGG GGFGGFFFG G G G G GG G G GGGFGGGG G G G G G G G G G G G CONCCONCCONCASPHCONCASPHHOSKING RDSR-99SR-99x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:32:48 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oa004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 "H5" LINE "H1" LINE EXIT 19 Hosking Ave ISEXIT 19 G84-2(CA) SIGN PLAN S-5 W4-1 5-3 5-1 5-4 EXIT ONLY EXIT 20 PANAMA LANE NEXT EXIT G86-13(CA) EXIT 18 JCT 1 MILE E G86-13(CA) FSBT Taft Lamont STA "A" 445+50) (RELOCATE TO SG42-10(CA)(MOD) H E 216"X100" G86-13(CA) 216"X100" G86-13(CA) 5-2 R18A(CA)@ STA "A" 441+50 FSBT 276"X90 G85(CA) NEXT EXIT ST H5 RAMP H1 RAMP ROUTE 99 SEE SHEET S-4MATCH LINER/W SCALE: 1"=50' NOTE: SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. FOR COMPLETE RIGHT OF WAY MAP AND ACCURATE ACCESS DATA, 5-5 M3-1/G28-2(CA) (99) THIS PLAN ACCURATE FOR SIGN WORK ONLY I I RL SS I SEE SHEET S-6MATCH LINE@ STA "A" 436+00 FNBT 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 8-12-2016 JAMES N. SIMON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:35:30 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oa005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 "A" LINE 4 435 6 7 8 9 440 1 2 3 4 4 135 6 7 8 9 140 14535 6 7 8 9 540GGGG FFFCONCCONC127 R/W SIGN PLAN S-6 EXIT 19 Hosking Ave G85(CA)IS EXIT ONLY R2-5 6-8 6-2 R2-1(70MPH)/R48-1(CA) W4-7 6-3 F 252"X90" R2-5 R2-4(CA) (65MPH) R2-4(CA) (65MPH) EXIT 19 Hosking Ave IS204"X90" @ STA "A" 454+28 FSBT G @ STA "A" 466+50 FSBT G83-5(CA) • MILE NEXT EXIT ST R/W R/W R/W R/W R/W ROUTE 99 ROUTE 99SEE SHEET S-5MATCH LINESEE BELOWMATCH LINESEE ABOVEMATCH LINEG11-7(CA) (19) G11-7(CA) (19) 6-4 M3-3/G28-2(CA) (99) R8-4 SCALE: 1"=50' NOTE: SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. FOR COMPLETE RIGHT OF WAY MAP AND ACCURATE ACCESS DATA, CHART 1990)/R48-1(CA) R6-1(PER UNIFORM SIGN R2-1(65MPH)/R48-1(CA) EXIT 20 G85(CA)E Lane G9-5(CA)/G81-61(CA) 6-1 R6-4(CA) 6-5 R6-3(CA)/R48-1(CA) STA "A" 440+00) (RELOCATED FROM SG42-10(CA)(MOD) THIS PLAN ACCURATE FOR SIGN WORK ONLY 128 I R I I I R I I R RL E E E E E RL E (RELOCATED FROM STA "A" 451+00) W12-2 Panama 6-6 6-7 6-9 6-10 6-11 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:39:06 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oa006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 G86-5 (CA)I CCO 32SAN9/22/15CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 CCO 32 2338 8-12-2016 JAMES N. SIMON 6 7 8 9 450 1 2 3 4 455 6 7 467 470 8 9 460 1 2 3 4 465 6 7 8 9 470 1CONCCONCCONCASPHCONCCONCCONCCONCASPHSR-99SR-99"A" LINE "A" LINE G8-4 (CA) CCO 32 I RFI 86 RFI 86 RFI 72 40+97 RFI 84 CCO 32 HOSKING Ave "H1" LINE "H3" LINE "H2" LINE "H" LINE S-7 SIGN PLAN R5-10A R5-10A R3-1 R5-1/R5-1(A) R2-1 (45MPH) 7-1 7-2 7-20 7-3 7-21 R5-1/R5-1(A) R61-13(CA) 7-18 7-19 7-4 7-7 7-9 7-13 7-11 7-17 R61-13(CA) R3-7R9-3(A)/R9-3(A) W13-3 (45MPH) 7-5 R9-3(A)/R9-3(A)/R6-1(R) 7-12 G92(CA)/G28-2(CA)(99)/M3-1/M6-2(L) G92(CA)/G28-2(CA)(99)/M3-1/M6-2(R) R6-1(L)/R6-1(R) NORTH G92(CA)/G28-2(CA)(99)/M3-1/M6-2(R) G92(CA)/G28-2(CA)(99)/M3-1/M6-2(L) R6-1(L)/R6-1(R) SOUTH RIGHT LANE 108"X100" @ STA "A" 41+25 FWBT 7-6 7-8 7-10 7-14 7-15 7-16 R/W R/WH 1 RAMP H3 RAMPH2 RAMPR5-10C R26(S)(CA) R26(S)(CA)SEE SHEET S-4MATCH LINESEE SHEET S-3 MATCH LINE W3-1 R 7-22 R 7-23 R2-1 (50MPH) OM2-1H SCALE: 1"=50' SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. FOR COMPLETE RIGHT OF WAY MAP AND ACCURATE ACCESS DATA, NOTE: OM2-1H OM2-1H 7-24 7-25 OM2-1H 7-26 7-27 BAKERSFIELD R/W CITY OF BAKERSFIELD R/W CITY OF SEE SHEET S-4 MA TCH LINE G77(A)(CA) 7-28 R91-3(CA) R91-3(CA) 7-29 R91-3(CA) 7-30 R91-3(CA) R91-3(CA) 7-32 7-31 THIS PLAN ACCURATE FOR SIGN WORK ONLY 129 I I I I II I I I I I I I I I I I I I I I I I I I I I I I I J 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:41:43 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oa007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 26 26SAN9/22/158 8-12-2016 JAMES N. SIMON 1 3 4 35 6 7 8 9 40 1 2 3 4 45 220121 2 3 4 7 8 9 12023 4 G G G G G G GF GGGGGG GG G G8-4(CA) CCO 32 I CCO 32 "H4" LINE "H5" LINE "H" LINE S-8 SIGN PLAN R5-1/R5-1(A) R3-1 R5-10A G92(CA)/G28-2(CA)/M3-3/M6-2(R) R2-1 (45MPH)8-1 8-2 8-3 R5-1/R5-1(A) R61-26(CA) 8-10 R61-26(CA) 8-13 8-11 8-15 R61-26(CA) R26(S)(CA) R26(S)(CA) R61-26(CA) R9-3(A)/R9-3(A) I SOUTH NORTH RIGHT LANE 108"X100" W13-3 (40MPH)SS G92(CA)/G28-2(CA)/M3-3/M6-2(L) 8-8 R9-3(A)/R9-3(A)/R6-1(R) R6-1(L)/R6-1(R) @ STA "A" 19+27.00 FEBT 8-58-9 R5-10C H4 RAMP H5 RAMPHOSKING Ave SEE SHEET S-4MATCH LINES EE SH EE T S-4M A TCH LI NER/W R/WR/W SCALE: 1"=50' NOTE: SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. FOR COMPLETE RIGHT OF WAY MAP AND ACCURATE ACCESS DATA, BAKERSFIELD R/W CITY OF BAKERSFIELD R/W CITY OF OM2-1H 8-23 OM2-1H 8-22 OM2-1H 8-20 G77(A)(CA) THIS PLAN ACCURATE FOR SIGN WORK ONLY 8-24 8-25 R5-1 8-26 TYPE Q(CA) 8-27 TYPE Q(CA) R6-1R 130 I I I I I I I I I I I I I I I I I I I I I I II BAKERSFIELD EASEMENT CITY OF HUGHES Ln8-21 OM2-1HI 8-4 R6-1(L)/R6-1(R)I K 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:44:48 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oa008.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C93049/22/15SAN8 8-12-2016 JAMES N. SIMON 6 7 8 9 20 1 2 3 4 25 425 6 7 8 452567STOP GFFFGGGFFFHOSKING RD 8-16 8-6 8-7 8-14 8-12 8-17 8-18 8-19 THIS PLAN ACCURATE FOR SIGN WORK ONLY. SIGN DETAILS SD-1 NO SCALE 168''90''100''216''90''252'' 90''276''90''204'' 72'' 72'' 72'' 72'' 24''24''24''24''24''G83-5(CA) SIGN A 72'' SIGN B G83(CA) SIGN F 20''6''126'' 144'' 34''7.7"G85(CA) 84''144''10'' SIGN E G83-5(CA) [1/2 MILE] 20&12E. [Hosking Ave] 16&12E[MOD]; BACKGROUND GREEN; BORDER & LEGEND: WHITE; 12" RADIUS, 2" BORDER; SIGN G G85-5(CA) 13''12''18'' ARROW DOWN 24"X16•" [EXIT] 10E, [ONLY] 10E; BACKGROUND YELLOW; LEGEND: BLACK; 3" RADIUS; W61D 6"6''20''6''ARROW DOWN 32"X22". [Hosking Ave] 16&12E[MOD]; BACKGROUND GREEN; BORDER & LEGEND: WHITE; 12" RADIUS, 2" BORDER; ARROW 16 U.C. 2 LINES-35" 45 Deg Rt. [AVE] 16&2E[MOD] [Hosking] 16&12E[MOD] BACKGROUND GREEN; BORDER & LEGEND: WHITE; 12" RADIUS, 2" BORDER; ARROW 16 U.C. 1 LINE-25" 45 Deg Rt. ARROW 16 U.C. 1 LINE-25" 45 Deg Rt; [Hosking Ave] 16&12E[MOD]; BECKGROUND GREEN; BORDER & LEGEND: WHITE; 12" RADIUS, 2" BORDER; [1/4 MILE] 20&12E. [Hosking Ave] 16&12E[MOD] BACKGROUND: GREEN; BORDER & LEGEND: WHITE; 12" RADIUS, 2" BORDER; 13106Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:47:32 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ob001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE O6-0C9304 238 8-12-2016 JAMES N. SIMON [EXIT] 8E; [19] 12E. BACKGROUND: GREEN; BORDER & LEGEND: WHITE; 6" RADIUS, 2" BORDER; G70-2(CA) [EXIT] 8E; [19] 12E. BECKGROUND: GREEN; BORDER & LEGEND: WHITE; 6" RADIUS, 2" BORDER; G70-2(CA) [EXIT] 8E; [19] 12E. BACKGROUND: GREEN; BORDER & LEGEND: WHITE; 6" RADIUS, 2" BORDER; G70-2(CA) [EXIT] 8E; [19] 12E. BACKGROUND: GREEN; BORDER & LEGEND: WHITE; 6" RADIUS, 2" BORDER; G70-2(CA) [EXIT] 8E; [19] 12E. BACKGROUND: GREEN; BORDER & LEGEND: WHITE; 6" RADIUS, 2" BORDER; G70-2(CA) [EXIT ONLY] 10E. BACKGROUND: YELLOW; LEGEND: BLACK; 3" RADIUS; W61C(CA) SIGN DETAILS SD-2 NO SCALE60''96'' 96'' 108'' G85(CA) G85(CA) SIGN 10'' 10''8''8'' 10''9''8''12"9''8''60''39.5"1.5"8''10"10"G77(CA) 8''1.5"G77(CA) 108'' SIGN D 216''90''G83-5(CA) G11-5(CA) SIGN 44"24"4-12 4-15 ARROW 10 Cap 2 LINES-30" 45 Deg Rt. [SOUTH] 10E BACKGROUND GREEN; BORDER & LEGEND: WHITE; 8" RADIUS, 1.75" BORDER; ARROW 10 Cap 2 LINES-30" 45 Deg Rt. [NORTH] 10E; BACKGROUND GREEN; BORDER & LEGEND: WHITE; 8" RADIUS, 1.75" BORDER; [RIGHT LANE] 10D. [SOUTH] 10D; Horiz WHITE LINE ARROW 10 Cap 2 LINES-30" 45 Deg Rt; [NORTH] 10D; BACKGROUND GREEN; BORDER & LEGEND: WHITE; 12" RADIUS, 1.75" BORDER; REFLECTORS FOR 3.25" YELLOW 0.196 DIA. HOLES [1 MILE] 15&12E. [Hosking Ave] 16&12E[MOD]; BACKGROUND GREEN; BORDER & LEGEND: WHITE; 12" RADIUS, 2" BORDER; [RIGHT LANE] 10D. [NORTH] 10D; Horiz WHITE Line ARROW 10 Cap 2 LINES-30" 45 Deg Rt; [SOUTH] 10D; BACKGROUND GREEN; BORDER & LEGEND: WHITE; 12" RADIUS, 1.75" BORDER; [099 KER] 2.5D; [18] 2.5D; [50] 2.5D; [-] 2.5D. [BRIDGE 50-246] 1.75D; [AVE OC] 4C; [HOSKING] 4C; BACKGROUND WHITE; BORDER & LEGEND BLACK; 1.5" RADIUS; 0.63" BORDER; 0.38" INDENT; 132 SIGN SIGN SIGN [EXIT] 8E; [20] 12E. BACKGROUND: GREEN; BORDER & LEGEND: WHITE; 6" RADIUS, 2" BORDER; G5-2(CA)102"102"61"61"39.5"10"10"Bakersfield Fresno Sacram ento 116 286 8 K J I H 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:50:37 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ob002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 JAMES N. SIMON 8-12-2016 [99] 10D, SHIELD 28"X25" G28-1(CA) [99] 10D, SHIELD 28"X25" G28-1(CA) [99] 10D, SHIELD 28"X25" G28-1(CA) [99] 10D, SHIELD 28"X25" G28-1(CA) THIS PLAN ACCURATE FOR SIGN WORK ONLY. SIGN DETAILS SD-3 NO SCALE 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:53:59 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ob003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 19'-10"28'-8"FRI 24RFI 24 352.09 8-12-2016 JAMES N. SIMON ILLUMINATION: REQUIRED SIGN STRUCTURE: TRUSS NORTHBOUND ROUTE 99 ETW ES 12' CONTINUOUS WALKWAY8'-0"7'-6"29'-0"8'-0"R/W HIGH POINT 10' NORTHBOUND ROUTE 99 ETW ES 12' 8'-0"7'-6"30'-0"28'-1"5'10' 6" 14'-0" 8' 1.5% 5% 4:1 OVERHEAD SIGN AT STA "A" 404+45 (TYPE A) LAMINATED SIGN PANEL TYPE VI POST L 48.2' B 2%1.5% 5% C TRUSS ELEVATION 372.90 Sacramento 286 Fresno 116 Bakersfield 8 G85(CA) 24' 24' G5(CA) TYPE VI Exist POST NOTES: PILE FOUNDATION CIDH CONCRETE 60"x22' 353.97± 3' CL ROUTE 99 BOTTOM OF BASE P 353.40h= 19'-6"27'-6"CL ROUTE 99 ILLUMINATION: READY SIGN STRUCTURE: TRUSS 5.5' 352.90 12'11' 11'12' REMOVE SIGN STRUCTURE AT STA "A" 404+95 ETW ETW ORDERING OR FABRICATING ANY MATERIAL. 2. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE THE BOTTOM OF THE FRAME, FOR THE TRUSS-SINGLE POST STRUCTURES. 18'-5" BETWEEN THE HIGH POINT OF FINISHED SURFACE OF ROADWAY AND 1. OVERHEAD SIGN INSTALLATIONS SHALL MAINTAIN A MINIMUM CLEARANCE OF OVERHEAD SIGN AT STA "A" 394+00 NORTHBOUND ROUTE 99 A 2%1.5%5% 2% WALKWAY NOT REQUIRED ILLUMINATION: NOT REQUIRED SIGN STRUCTURE: TRUSS 133 33'-0" 18'-0" G83-5(CA) FNBT (TYPE A) LAMINATED SIGN PANEL L ROUTE 99C PILE FOUNDATION CIDH CONCRETE 60"x23'8'-10"TRUSS ELEVATION 371.93± BOTTOM OF BASE PL ETW ES 12'12'10'5'8'-4"8'-10"30'-0"351.76 48.2' R/W 11'24'h=20'-2"ETW POST TYPE VII HIGH POINT 352.93 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-2016 SIGN DETAILS SD-4 NO SCALE THIS PLAN ACCURATE FOR SIGN WORK ONLY. 13406Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:57:29 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ob004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 238 12'12' CONTINUOUS WALKWAY8'-0"7'-6"23'-0"8'-0"R/W HIGH POINT 10' 12'12' CONTINUOUS WALKWAY8'-0"7'-6"8'-0"R/W HIGH POINT 10' 21'-0" 9' 7' 3 3 37'-0" 8' 5.5' 8' 39'-0" 5.5' OVERHEAD SIGN AT STA "A" 454+28 ILLUMINATION: REQUIRED SIGN STRUCTURE: TRUSS SOUTHBOUND ROUTE 99 ETW ES 2%1.5%2% OVERHEAD SIGN AT STA "A" 441+50 (TYPE A) LAMINATED SIGN PANEL L BOTTOM OF BASE P 357.37 37.00' ETW ILLUMINATION: REQUIRED SIGN STRUCTURE: TRUSS SOUTHBOUND ROUTE 99 ETW ETW ES 2%1.5%2% (TYPE A) LAMINATED SIGN PANEL TRUSS ELEVATION 378.91 L BOTTOM OF BASE P 359.49 37.00' ETW G85(CA) 24' 24' G85(CA) TYPE VII POST TYPE VII POST PILE FOUNDATION CIDH CONCRETE 60"x23' PILE FOUNDATION CIDH CONCRETE 60"x23' CL ROUTE 99 358.82± 356.87±h= 19'-11"27'-11"CL ROUTE 99 360.46± 358.99±h= 19'-5"27'-5"5% 5% E F 11'12' 11'12' TRUSS ELEVATION 377.29 SIGN DETAILS SD-5 NO SCALE THIS PLAN ACCURATE FOR SIGN WORK ONLY. 13506Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>1:59:33 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ob005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 422+12 PER S-4, SD-8, SQ-5 RFI 24.1 16'-0"RFI 248-12-2016 JAMES N. SIMON 1.5%8'-0" 2% ETWETW 12'11' ETW 7'-6"12' HIGH POINT 4'18'-3" 7'-6"7'-6" 18'-0" 18'-0" 9'-0"9''-0" NORTHBOUND ROUTE 99 h=19'-0"2%1.5% 36'36' SB SR-99 HIGH POINT NB SR-99 HIGH POINT POST TYPE III G83-5(CA)(TYPE A) LAMINATED SIGN PANEL MEDIAN ROUTE 99 ETW ES 2%1.5%2% ETW 12' 1.8:1 ETW ETWES ES 5%2%Min Vert Clr22.5'24' D 5' PILE FOUNDATION CIDH CONCRETE 54"x16' OVERHEAD SIGN AT STA "A" 402+12 H3 RAMP SL CL ROUTE 99 454.31± CL ROUTE 99 SEE SHEET SD-7 AND SD-8) (FOR INSTALLATION DETAILS SIGN PANEL OVERHEAD FORMED PANEL G 11'12'18'-5" (Min) TO ES11'12' ETW 8d 16 286 8Bakersfield Fresno Sacramento 116 286 Bakersfiel Fresno Sacramento 1 OVERHEAD SIGN AT STA "A" 466+50 (FSBT) 363.24±363.24±TO FUTURE ES18'-5" (Min) TRUSS ELEVATION 382.15± 9'-4"12'10' WALKWAY NOT REQUIRED ILLUMINATION: NOT REQUIRED SIGN STRUCTURE: TRUSS WALKWAY NOT REQUIRED ILLUMINATION: NOT REQUIRED SIGN STRUCTURE: STRUCTURE MOUNTED ON THE BRIDGE SIGN DETAILS NO SCALE THIS PLAN ACCURATE FOR SIGN WORK ONLY. SD-6 13606Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:01:26 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ob006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 54"x18' 54"x18' CCO 24 8-12-2016 JAMES N. SIMON 8' 6'8' 8'-0"5'-0"8'-0"5'-0"6 5' 5' 12.1' 12.1' L ES ETW ETW Shld 2' 2% GORE AREA ESETWETW 2% HOSKING Ave L ES ETW ETW Shld 2' 2% GORE AREA ESETWETW 2% HOSKING Ave OVERHEAD SIGN AT STA "H" 31+95 (FEBT)2:12% 2% 36' 36'2:1(TYPE A) LAMINATED SIGN PANEL BOTTOM OF BASE P 380.60 SW Bk SW Bk (TYPE A) LAMINATED SIGN PANEL BOTTOM OF BASE P 381.05 L L HOSKING Ave C HOSKING Ave C G85(CA) G85(CA) 3' 2' 3' 2' 8.5' 9' H I TYPE IV POST ELEVATION TRUSS 399.35 379.81 HOSKING Ave HIGH POINT TYPE IV POST 19'-6"18'-10"5'-6"24'-4"OVERHEAD SIGN AT STA "H" 28+25 (FWBT)18'-9"5'-6"24'-3"19'-6" HOSKING Ave HIGH POINT 380.21 PILE FOUNDATION CIDH CONCRETE 60"x18' PILE FOUNDATION CIDH CONCRETE 60"x18' ELEVATION TRUSS 399.71 ILLUMINATION: REQUIRED SIGN STRUCTURE: TRUSS ILLUMINATION: REQUIRED SIGN STRUCTURE: TRUSS SIGN DETAILS NO SCALE THIS PLAN ACCURATE FOR SIGN WORK ONLY. SD-7 13706Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:03:51 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ob007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 18'-8"27'-6"RFI 2454"x18' 54"x18' CCO 24 8-12-2016 JAMES N. SIMON 6'5' 5' R/W8'-4"9'-0"19'-1"12'12'12' 6'8'12' 7.5'12'12'8'-4"19'-2"9'-0" L ES ETW ETW Shld 2' 2% ES HOSKING Ave OVERHEAD SIGN AT STA "H" 19+27 (FEBT) 4:12% 29.26' HOSKING Ave HIGH POINT SW Bk (TYPE A) LAMINATED SIGN PANEL BOTTOM OF BASE P 356.39 L L ES ETW Shld 2' 2% ESETW 2% HOSKING Ave OVERHEAD SIGN AT STA "H" 40+97 (FWBT) 2% (TYPE A) LAMINATED SIGN PANEL HOSKING Ave HIGH POINT SW Bk BOTTOM OF BASE P 358.13 L HOSKING Ave C G77A(CA) HOSKING Ave C G77A(CA) J K TYPE IV POST 8'-10"28'357.32 17'-6" 1' TYPE IV POST 4' 355.58 17'-6"9'-0"28'-1"PILE FOUNDATION CIDH CONCRETE 60"x18' PILE FOUNDATION CIDH CONCRETE 60"x18' ELEVATION TRUSS 376.80 ELEVATION TRUSS 375.47 ILLUMINATION: REQUIRED SIGN STRUCTURE: TRUSS ILLUMINATION: REQUIRED SIGN STRUCTURE: TRUSS MOUNTING BRACKET ASSEMBLY SPACING No Scale & Bridge Structure Top of Deck Type 26 Modified Concret Barrier SD-8 See Detail "C" W5 x 16 Walkway Bracket Channel Mounting Fixture Lighting L5 x 3• x 5/8 Mounting Bracket ƒ" = 1'-0" See Frame Layout Sign Panel 18'-0" x 7'-6" Walkway Mounting Channels Lighting Fixture ï»¿10î€€0 D D FNBT spacing Frame D Girder Web Edge of B B SECTION A-A Strut System DFRAME LAYOUT AT SIGN Chain Safety Railing Safety Mounting Tube TS 4 x 4 X ‚ "H" line 30+66.48 RT 68'-9" (EOD) "A" Line 422+12 RT 50.00' Top & Bottom, Typ TS4 x 4 x ‚ = Edge of Deck Type 26 (MOD) Conc Barrier Edge of Typ TS 4 x 4 X ‚ TS 3• x 3• x ‚ 1'-0"1'-0" 5'-8" Typ on sheet SD-7 See Detail "A" on sheet SD-7 Anchor Plate Detail See Details "B" and Detail on sheet SD-7 and Anchor Plate See Details "B" see sheet SD-7. 4. For Section "B-B" and other Details, 06/30/15 06/26/14 06-0C9304 * NO WALKWAY OR LIGHTING PER SD-5 AND RFI 24.1 * * 137a ADDITIONAL SHEET 8-12-2016 JAMES N. SIMON Removable Sign Panel S21 S20 S17 vertical (Typ) & Bottom, short leg L3 x 2• x … (Top S17 S17 S16 S17A S18 2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"5'-8" TS4 x 4 Member • Bolt Anchor and Sign No Scale NOTE: N85°09'43"W S "Sign Details" sheets in "Roadway Plans" 1. For additional Sign Details see LOCATION PLAN ANY MATERIAL. BEFORE ORDERING OR FABRICATING CONTROLLING FIELD DIMENSIONS THE CONTRACTOR SHALL VERIFY ALL NOTE: A A NOTES: approved by the Engineer. 3. Length to be field measured or as N89°11'35"W L "H" Line N85°09'43"W Ba ke r s f i e l dToS "A" Li n e LN11° 3 1'13 "WTo Tupman Sign before anchor bolts are placed. 1. Contractor to provide anchor bolt layout TypWalkway Bracket as approved by the Engineer. fence post pockets and PT duct locations or 2. Adjust new bolt anchorage locations to avoid WP • Sign • Sign WP No Scale 29+00 4 234 2231+00 32+00 30+00 Los Ange l e sTo x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>USERNAME =>p0094194 060C930ob008a.dgn DATE PLOTTED =>2:16:03 PM1/16/2018DGN FILE => RELATIVE BORDER SCALE IS IN INCHESCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISED0 1 2 3 PLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS BORDER LAST REVISED 4/11/2008R CU 00000 EA 0C9301 00-00-007'-2" 1'-0"1'-3•"3'-0"1'-0"Min3‚"4'-0"3'-0"4"6"3'-5•"1'-6"6…"7'-6"1'-0"4 @ 4'-0" = 16'-0"1'-0" 18'-0" 50'-0" 18'-0" Length of Walkway 9'-0" 9'-0" 1'-0" 4 Spa @ 4'-0" = 16'-0" 1'-0"1'-0"BRIDGE MOUNTED SIGN DETAILS UTHAYA SANDIRASEGARAM C61444 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE No Scale No Scale No Scale FRONT LC Frame L ‚ No Scale FRAME-MOUNTING TUBE CONNECTION PLAN3‰‡"2"LC Frame See "FRAME LAYOUT" Tot 2 Bar † ‚ ‚ 2" Typ 2" Min Typ ‚Typ 3 sides Typ ‚ Tot 4 per Connection and 2 Hardened Washers †" Á (M16) HS Bolt w/ Nut Tube Mounting L LC Frame ‚2" SIDE VIEW SIDE VIEW G ANCHOR PLATE DETAIL 16" 19"1"No Scale No Scale No Scale No Scale of sign panel Outside edge bracket Mounting ƒ" 1" 2" ‚ + No Scale FOR ALL SLOTTED HOLES PLATE WASHER BOLT ANCHORAGE Resin capsule anchor L with double nuttyplug Safety ‚ ‚ lug Safety instructions. procedure shall comply with manufacturer's approval of engineer. Installation 2. Resin Capsule anchorage is subject to ‚ prior to welding) (Cope bottom to fit Mounting bracket Frame Member Typ Top & Bottom Shank 2" long lock washer. 2 washers and with hex nut, forged eyebolt …" drop L 3 x 3 x…2…"1•"1•"3•"3•"Bar 3†x… Tot 2 P…x7 7"(Note Orientation) Slot ƒx1•,Tot 8 TS 4x4 Frame Member Bar 5xƒx11 ‡" Á hole,Tot 2 P Washer 2x‚x2 with in Bar,Typ 1‚" Á Hole 2•"2•"Hole,Typ ƒ" Á Hole in Plate 1•" Á Galvanizing 1•"4"4"1•" Frame Member, Typ ƒ" Á Hole in Bottom of (M20x2.5) HS Bolt Angle. Use ƒ" 0 ‡x1‚in Clip Mounting L Slot ‡" Á Hole in Mounting Tube TS 4x4x‚ L 4x3x…x3• Clip Angle 4" steel cable …" dia stainless Stud bolt ƒ" dia "6† for ƒ" dia bolt P Washer, 2 x ‚ x 2 Member Similar) Top Frame Member Shown, (Bottom Frame TS 4x4x‚ L3 x 2•x…6"total 4 and lock washer. beveled washer nut, flat washer, hd bolt with †" dia hex 1•" 5" Bolt dia. „" Bar 2 x ‚ x 2 SD-9 SECTION B-B SECTION C-C DETAIL A DETAIL B C C DETAIL C Min with PT ducts. 1. Resin Capsule Bolts shall not interfere WT 6 x 17.5 6‚"S17 S17cable Safety Tot 2 Bar † ALTERNATE RESIN CAPSULE galvanized after fabrication. 3. Unless otherwise shown all steel shall be and Traffic Signals, dated 2001. Supports for Highway Signs, Luminaires AASHTO Specifications for Structural Provisions. Standard Specifications and the Special Dead Load +500 LB Concentrated Live Load. Transverse to Face of Sign: 20% of Normal Force. Surface Area (i.e. 100% panel coverage). Normal to Face of SIgn: 40.3 psf on 100% Truss STRUCTURAL STEEL: fy = 36,000 psi Standard Specifications. plans. All welding to be done in accordance with the All welding continuous unless otehrwise noted on the DESIGN: CONSTRUCTION: LOADING: WIND LOADING: WALKWAY LOADING: UNIT STRESSES: WELDING: GROUP LOAD COMBINATIONS: WORKING STRESS DESIGN WSD Group II: D + W with 133% of allowable stress. W = Wind Load L = Live Load Where D = Dead Load Group I: D + L with 100% of allowable stress. NOTES: GENERAL NOTES: FABRICATING ANY MATERIAL. FIELD DIMENSIONS BEFORE ORDERING OR THE CONTRACTOR SHALL VERIFY ALL CONTROLLING NOTE: 06/26/14 06/30/15 ADDITIONAL SHEET 137b 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>USERNAME =>p0094194 060C930ob009a.dgn DATE PLOTTED =>2:27:43 PM1/16/2018DGN FILE => RELATIVE BORDER SCALE IS IN INCHESCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISED0 1 2 3 PLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS BORDER LAST REVISED 4/11/2008R CU 00000 EA 0C9301 00-00-00BRIDGE MOUNTED SIGN DETAILS UTHAYA SANDIRASEGARAM C61444 12" 2"3"‚" Tack Weld Bar 6" 1" Dia Hole, Typ 8" ƒ" Dia Bolts Preset in Concrete (CIP Bolt Anchorage on Vertical Face) See "Anchor Plate Detail" Bar 5 x ƒ x 11, Mounting Tube Double Nut Plate Washer & CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 3ƒ" SIGN DETAILS NO SCALE 6'-6"2'-6"NORTHBOUND ROUTE 99 ROADSIDE SIGN AT STA "A" 386+00 SOUTHBOUND ROUTE 99 ROADSIDE SIGN AT STA "A" 458+00 6'10' ESETW R/W 6'10' ESETW R/W 24' HPES 8'15'5' MinETW "H2" LINE NORTHBOUND OFF-RAMP "H5" LINE SOUTHBOUND OFF-RAMP R/W ROADSIDE SIGN AT STA "H" 220+29.74ROADSIDE SIGN AT STA "H" 526+38.44 3'"h""E""D""L" "S"7' Min7' MinSIGN NO.SIGN NO. �SIGN NO. �SIGN NO. �� 6'-6"2'-6"HPESETW 8'15'5' MinR/W 3'FRP0.135"SIGN CODE G86-5 (CA) G86-5 (CA) � � � � SIGN No. PANEL SIZE 14'-0" L D 14'-0" 90" 90" 30" 30" 6'-6" 6'-6" "h" 7'-0" 7'-0" 5'-0" 5'-0" "E""S" 6'-0" 6'-0" 4'-6" 4'-6" 9'-0" 9'-0" 4'-0" 4'-0" 4x6 (Rt)(Lt) POST LENGTH 2 2 21.7' 14.2'13.2' 14.2'13.2' SIGN CODE SIGN SIZE L X D (in x in) SIGN AREA (ft ) 2 MATERIAL SUMMARY BACKGROUND LEGEND SHEETING COLOR GRAFFITI FILM STANDARD ROADSIDE FRAMED SHEETING COLOR 0.080" 0.063" PREMIUMASTM TYPE RETRO-REFLECTIVE RETRO-REFLECTIVE ASTM TYPE G86-5 (CA) G86-5 (CA) 168 x 90 168 x 90 78 x 30 78 x 30 16.25 16.25 105 105 GREEN GREEN GREEN GREEN XI XI XI XI WHITE WHITE WHITE WHITE VII VII VII VII X X X X X X X X ALUMINUM SINGLE - SHEET 4' - 0" 12' MIN12' MIN 4' - 0" HPHP 2'-6"2'-6" 1'-3"1'-3" 4:1 OR FLATTER 4:1 OR FLATTER 21.4' 21.4' SCOTT NEFF C52992 12/31/16 8/31/15 CIVIL x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp.REGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:31:16 PM1/16/2018CHECKED BYCALCULATED-DESIGNED BYREVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRTHE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ob010a.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 100 WEST WALNUT STREET PASADENA, CA 91124 PARSONS 1501 TRUXTUN AVENUE BAKERSFIELD,CA 93301 CITY OF BAKERSFIELD 06 Ker 99 18.0/19.2 G86-5(CA) BORDER & LEGEND: WHITE; BAKGROUND GREEN; [NEXT EXIT] 10E. G86-5(CA) BORDER & LEGEND: WHITE; BAKGROUND GREEN; [NEXT EXIT] 10E. G8-4(CA) 2.25" RADIUS, .75" BORDER; BORDER & LEGEND: WHITE; BACKGROUND GREEN; G8-4(CA) 2.25" RADIUS, .75" BORDER; BORDER & LEGEND: WHITE; BACKGROUND GREEN; [BAKERSFIELD SPORTS VILLAGE] 6&4-1/2E[MOD].[BAKERSFIELD SPORTS VILLAGE] 6&4-1/2E[MOD]. SD-10 28' 14'-0"7'-6"9'-0" 14'-0"7'-6"9'-0" 12" RADIUS, 2" BORDER12" RADIUS, 2" BORDER [Bakersfield Sports Village] 13.3&10E[MOD];[Bakersfield Sports Village] 13.3&10E[MOD]; WOOD POSTS LAMINATED WOOD BOX POST TYPE M 2 2 21.7' G8-4 (CA) G8-4 (CA) G8-4 (CA) G8-4 (CA) CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 ADDITIONAL SHEET 137c CCO 32 ROADSIDE 1.000" X X LAMINATED MULTIPLE PANEL CCO 32 8-12-2016 JAMES N. SIMON 1. 2.4. 3. NOTES: NO SCALE SIGN QUANTITIES SQ-1 ROADSIDE SIGN QUANTITIES WILL BE DETERMIND BY THE ENGINEER. EXACT LOCATION AND POSITION OF ROADSIDE SIGNS EXACT LENGTH WILL BE DETERMINED BY THE ENGINEER. POST LENGTHS GIVEN ARE APPROXIMATE. BOTTOM OF SIGN PANEL. 'C' Dim = VERTICAL CLEARANCE FROM ETW TO 'D' Dim = TOTAL DEPTH TO BOTTOM OF SIGN PANEL(S) SIGN POST SINGLE SIGN 2-POST C D E E ETW 1' Min NO SCALE No. SHEET No. SIGN CODE SIZEPANEL LENGTHPOST SIZEPOST SIGNROADSIDE REMARKS Horiz VertDim 'D' Dim 'C' Dim 'E' Lt Rt 4"X4"4"X6"6"X6" POST ONE POST TWO POST METAL RELOCATEREMOVEMETHOD) BRAKET&SADDLE (STRAP SIGNINSTALL MOUNTED)ARM (MAST SIGNINSTALLINCH INCH ft ft ft ft ft EA EA EA EA EA EA EA EA S-1 1-1 R6-4(CA)48 X 60 5.0 7 5 17.75 X 1 1-2 R6-3(CA)48 X 60 7.1 7 5 19.5 X 1 R48-1(CA)48 X 24 1-3 G11-7(CA)8 X 24 2.0 5 X 1 1-4 G86(CA)168 X 84 10.1 1 SG42-2(CA)(MOD)168 X 36 1-5 R47(CA)52 X 36 1 (MOD)S 52 X 18 1-6 G11-7(CA)8 X 24 1 1-7 G11-7(CA)8 X 24 2.0 5 X 1 S-2 2-1 G86(CA)168 X 84 10.1 SG42-2(CA)(MOD)168 X 36 2-2 R2-1 48 X 60 7.1 7 5 19.5 X 1 R48-1(CA)48 X 24 2-3 M3-3 30 X 15 3.9 7 1 G28-2(CA)30 X 31.3 1 2-4 G84-2(CA)54 X 48 4.0 7 5 17.75 X 1 S-3 3-1 W4-1 48 X 48 5.7 7 5 18.75 X 1 3-2 W3-3 48 X 48 5.7 7 5 19.55 X 1 3-3 W3-3 48 X 48 5.7 7 5 19.65 X 1 3-4 R61-13(CA)48 X 30 2.5 7 4.5 16.55 X 1 3-5 R61-13(CA)48 X 30 2.5 7 4.5 14.7 X 1 3-6 R4-3 48 X 60 5.0 1 3-7 R91-3(CA)48 X 60 5.0 7 5 3-8 R91-3(CA)48 X 60 5.0 7 5 3-9 24 X 10 0.8 1 DETAIL SYSTEM METERING RAMP SEE DETAILS INSTALLATIONFOR R10-6 24 X 36 3.0 1 3-10 24 X 10 0.8 1 DETAIL SYSTEM METERING RAMP SEE DETAILS INSTALLATIONFOR R10-6 24 X 36 3.0 1 S-4 4-1 R4-3 48 X 60 5.0 4-2 W4-1 48 X 48 5.7 7 5 19.5 X 1 4-3 W4-1 48 X 48 5.7 7 5 19.25 X 1 4-4 W3-3 48 X 48 5.7 7 5 19 X 1 4-5 W3-3 48 X 48 5.7 7 5 18 X 1 4-6 W4-14(CA)48 X 48 5.7 7 5 17.25 X 1 4-7 G92(CA)48 X 30 7.9 4 5 17.5 X 1 G28-2(CA)30 X 31.3 M3-3 30 X 15 M6-2(R)21 X 15 TOTALSHEET 17 0 0 3 1 6 0 0 SIGN RELOCATED TO STA "A" 419+00. SEE SIGN 3-6 SIGN RELOCATED TO STA "A" 387+00. SEE SIGN 1-4. SIGN RELOCATED FROM STA "A" 423+00 R89-2(CA) R89-2(CA)OBJECT MARKERSIGN RELOCATED FROM STA "A" 400+50. SIGN 2-1. 14.00 14.00 1 1 SHEETS (ELECTRICAL PLAN SHEETS). SHEETS (ELECTRICAL PLAN SHEETS). 13806Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:32:57 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oc001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 19 RFI 86 26 26 CCO 38 238 JAMES N. SIMON 8-12-2016 NO SCALE SIGN QUANTITIES ROADSIDE SIGN QUANTITIES SQ-2 No. SHEET No. SIGN CODE SIZEPANEL LENGTHPOST SIZEPOST SIGNROADSIDE REMARKS Horiz VertDim 'D' Dim 'C' Dim 'E' Lt Rt 4"X4"4"X6"6"X6" POST ONE POST TWO POST METAL RELOCATEREMOVEMETHOD) BRAKET&SADDLE (STRAP SIGNINSTALL MOUNTED)ARM (MAST SIGNINSTALLINCH INCH ft ft ft ft ft EA EA EA EA EA EA EA EA 4-8 G92(CA)48 X 30 7.9 4 5 18.95 X 1 G28-2(CA)30 X 31.3 M3-3 30 X 15 M6-2(L)21 X 15 4-9 R5-10A 30 X 36 3.0 7 4.5 17 X 1 4-10 R26(S)(CA)12 X 18 1.5 7.5 3.5 12.5 X 1 4-11 G11-7(CA)8 X 24 1 4-12 G11-5(CA)44 X 24 2.0 7 X 1 4-13 G11-7(CA)8 X 24 1 4-14 G11-7(CA)8 X 24 1 4-15 G11-5(CA)44 X 24 2.0 7 X 1 4-16 OM2-1(H)12 X 6 0.5 1 1 4-17 24 X 10 0.8 1 R10-6 24 X 36 3.0 1 4-18 24 X 10 0.8 1 R10-6 24 X 36 3.0 1 4-19 36 X 16 1.3 1 4-20 36 X 16 1.3 1 4-21 36 X 16 1.3 1 S-5 5-1 G84-2(CA)54 X 48 4.0 7 1 5-2 R18A(CA)66 X 48 4.0 7 1 5-3 W4-1 48 X 48 5.7 7 1 5-4 (MOD)SG42-10(CA)168 X 84 1 5-5 M3-1 30 X 15 1.3 7 1 G28-2(CA)30 X 31.3 1 S-6 6-1.R6-4(CA)48 X 60 5.0 7 5 17.75 X 1 6-2 1990) (MUTCDR6-1 48 X 60 1 R48-1(CA)48 X 24 6-3 W4-7 48 X 48 5.7 7 1 6-4 G11-7(CA)8 X 24 2.0 5 X 1 6-5 R6-3(CA)48 X 60 7.1 7 5 19.5 X 1 R48-1(CA)48 X 24 6-6 (MOD)SG42-10(CA)168 X 84 6-7 R2-5 48 X 60 1 6-8 R2-4(CA)48 X 60 5.0 7 1 6-9 R2-4(CA)48 X 60 5.0 7 1 6-10 R2-5 48 X 60 1 6-11 W12-2 48 X 48 1 S-7 7-1 R26(S)(CA)12 X 18 1.5 7.5 3.5 12 X 1 7-2 R6-1(R)36 X 12 3.1 5.5 3.5 13.6 X 1 R9-3(A) ABOVE MOUNTEDR6-1(R) R9-3(A)24 X 24 BACK TO BACK MOUNTED ARER9-3(A) R9-3(A)24 X 24 7-3 R9-3(A)24 X 24 2.0 7.5 3.5 12.5 X 1 R9-3(A)24 X 24 7-4 R3-1 24 X 24 2.0 7.5 3.5 12.5 X 1 TOTALSHEET 18 0 2 6 6 3 1 SIGN RELOCATED TO STA "A" 445+50. SIGN RELOCATED FROM STA "A" 440+00. SEE SIGN 6-3. R89-2(CA) R89-2(CA) R89-2(CA) R89-2(CA) R89-2(CA)OBJECT MARKERFOR INSTALLATION DETAILS SEE RAMP METERING SYSTEM DETAIL SHEETS (ELECTRICAL PLAN SHEETS). 6"X8" X X 0 13906Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:39:30 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oc002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 JAMES N. SIMON 8-12-2016 NO SCALE SIGN QUANTITIES ROADSIDE SIGN QUANTITIES SQ-3 No. SHEET No. SIGN CODE SIZEPANEL LENGTHPOST SIZEPOST SIGNROADSIDE REMARKS Horiz Dim 'D' Dim 'C' Dim 'E' Lt Rt 4"X4"4"X6"6"X6" POST ONE POST TWO POST METAL RELOCATEREMOVEMETHOD) BRAKET&SADDLE (STRAP SIGNINSTALL MOUNTED)ARM (MAST SIGNINSTALLINCH INCH ft ft ft ft ft EA EA EA EA EA EA EA EA 7-5 R6-1(L)36 X 12 1.0 7.5 3.5 11.5 X 1 R6-1(R)36 X 12 7-6 R6-1(L)36 X 12 1.0 7.5 3.5 11.5 X 1 R6-1(R)36 X 12 7-7 R26(S)(CA)12 X 18 1.5 7.5 3.5 12 X 1 7-8 R2-1 24 X 30 2.5 7.5 3.5 13 X 1 7-9 R3-7 30 X 30 2.5 7.5 4.5 14 1 7-10 W13-3 36 X 48 4.0 7.5 4.5 15.5 X 1 7-11 G92(CA)48 X 30 7.9 4 5 16.92 X 1 G28-2(CA)30 X 31.3 M3-1 30 X 15 M6-2(L)21 X 15 7-12 G92(CA)48 X 30 7.9 4 5 18 X 1 G28-2(CA)30 X 31.3 M3-1 30 X 15 M6-2(R)21 X 15 7-13 R5-10A 30 X 36 3.0 7 4.5 16.58 X 1 7-14 G92(CA)48 X 30 7.9 4 5 16.92 X 1 G28-2(CA)30 X 31.3 M3-1 30 X 15 M6-2(L)21 X 15 7-15 G92(CA)48 X 30 7.9 4 5 18.28 X 1 G28-2(CA)30 X 31.3 M3-1 30 X 15 M6-2(R)21 X 15 7-16 R5-10A 30 X 36 3.0 7 4.5 16.92 X 1 7-17 R61-13(CA)48 X 30 2.5 7 4.5 15.92 X 1 7-18 R61-13(CA)48 X 30 2.5 7 4.5 15.25 X 1 7-19 R5-10C 24 X 12 1.0 7 3.5 12.5 X 1 7-20 R5-1 36 X 36 5.1 4 4.5 13.42 X 1 R5-1(A)36 X 24 7-21 R5-1 36 X 36 5.1 4 4.5 14.58 X 1 R5-1(A)36 X 24 7-22 W3-1 36 X 36 1 7-23 R2-1 24 X 30 1 7-24 OM2-1(H)12 X 6 0.5 1 1 7-25 OM2-1(H)12 X 6 0.5 1 1 7-26 OM2-1(H)12 X 6 0.5 1 1 7-27 OM2-1(H)12 X 6 0.5 1 1 7-28 R91-3(CA)48 X 60 5.0 7 5 7-29 R91-3(CA)48 X 60 5.0 7 5 7-30 R91-3(CA)48 X 60 5.0 7 5 7-31 R91-3(CA)48 X 60 5.0 7 5 7-32 R91-3(CA)48 X 60 5.0 7 5 TOTALSHEET 16 1 0 2 0 0 4OBJECT MARKER1 1 1 1 1 X X X X X 0 6"X8"WOOD POSTLAMINATED PLAN T-2 SIGN INSTALLED PER CITY OF BAKERSFIELD STANDARD 14006Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:45:57 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oc003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 54 X 18 54 X 18 54 X 18 54 X 18 CALTRANS PUNCH LIST 26 26 RFI 86 21 06-0C9304CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE CCO 38 238 8-12-2016 JAMES N. SIMON NO SCALE SIGN QUANTITIES ROADSIDE SIGN QUANTITIES SQ-4 No. SIGN CODE SIZEPANEL LENGTHPOST SIZEPOST SIGNROADSIDE REMARKS Horiz VertDim 'D' Dim 'C' Dim 'E' Lt Rt 4"X4"4"X6"6"X6" POST ONE POST TWO POST METAL RELOCATEREMOVEMETHOD) BRAKET&SADDLE (STRAP SIGNINSTALL MOUNTED)ARM (MAST SIGNINSTALLINCH INCH ft ft ft ft ft EA EA EA EA EA EA EA EA S-8 8-1 R26(S)(CA)12 X 18 1.5 7.5 3.5 12.5 1 8-2 R2-1 24 X 30 2.5 7.5 3.5 13 1 8-3 R26(S)(CA)12 X 18 1.5 7.5 3.5 12.5 X 1 8-4 R6-1(L)36 X 12 1.0 7.5 3.5 11.5 X 1 R6-1(R)36 X 12 8-5 R6-1(L)36 X 12 1.0 7.5 3.5 11.5 X 1 R6-1(R)39 X 12 8-6 R3-1 24 X 24 2.0 7.5 3.5 12.5 X 1 8-7 R9-3(A)24 X 24 2.0 7.5 3.5 12.5 X 1 R9-3(A)24 X 24 8-8 R6-1(R)36 X 12 3.1 7.5 3.5 13.6 X 1 R9-3(A) ABOVE MOUNTEDR6-1(R) R9-3(A)24 X 24 BACK TO BACK MOUNTED ARER9-3(A) R9-3(A)24 X 24 8-9 R5-1 36 X 36 5.1 4 4.5 14.58 X 1 R5-1(A)36 X 24 8-10 R5-1 36 X 36 5.1 4 4.5 13.42 X 1 R5-1(A)36 X 24 8-11 R5-10C 24 X 12 4.8 7 3.5 16.5 X 1 8-12 R61-26(CA)48 X 30 2.5 7 4.5 16 X 1 8-13 R61-26(CA)48 X 30 2.5 7 4.5 15.33 X 1 8-14 R61-26(CA)48 X 30 2.5 7 4.5 16.33 X 1 8-15 R61-26(CA)48 X 30 2.5 7 4.5 14.5 X 1 8-16 R5-10A 30 X 36 3.0 7 4.5 15.42 X 1 8-17 G92(CA)48 X 30 7.9 4 5 17 X 1 G28-2(CA)30 X 31.3 M3-3 30 X 15 M6-2(R)21 X 15 8-18 G92(CA)48 X 30 7.9 4 5 18 X 1 G28-2(CA)30 X 31.3 M3-2 30 X 15 M6-2(L)21 X 15 8-19 W13-3 36 X 48 4.0 7.5 1 POLE STRUCTURE OVERHEAD THE ON MOUNTEDSIGN 8-20 OM2-1(H)12 X 6 0.5 1 1 8-21 OM2-1(H)12 X 6 0.5 1 1 8-22 OM2-1(H)12 X 6 0.5 1 1 8-23 OM2-1(H)12 X 6 0.5 1 1 TOTALSHEET 2 0 0 1 0 TOTAL 3 5 9 13 3 8-24 X 36 18 69 6 11OBJECT MARKERNo. SHEET 8-25 1 1X R5-1 36 48 16 4.5 X 1 R6-1(R) 8-26 8-27 1 1.3 7 3.5 X TYPE Q(CA) MARKER TYPE Q(CA) MARKER 74.2 13.6 11.2 0 0LAMINATED WOOD POSTPLAN T-2 SIGN INSTALLED PER CITY OF BAKERSFIELD STANDARD 14106Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:47:33 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oc004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 54 X 18 54 X 18 54 X 18 54 X 18 CALTRANS PUNCH LIST 76 CCO 38 238 JAMES N. SIMON 8-12-2016 NO SCALE SQ-5 OVERHEAD SIGN QUANTITIES NoSIGN LOCATION FOUNDATIONSIGN PILE CONCRETECIDH (TRUSS) STRUCTURE SIGN INSTALL (TRUSS) STRUCTURE SIGNFURNISH STATION DIRECTION 54"60" FT FT LB LB EA A 394+00"A" B 404+45"A"FNBT 22 15900 15900 C 414+00"A"FNBT 1 D FNBT 441+50"A"FSBT 23 19820 19820 454+28"A"FSBT 23 20200 20200 (FSBT)MEDIAN 16 13950 13950 TOTAL "A" 422+12 1 STRUCTURE REMOVE SIGN E G 16 F 1578015780 106110 106110 "A" 466+50 23FNBT SIGN QUANTITIES K J I "H" 19+27 H "H" 28+25 FWBT FEBT FWBT FEBT "H" 31+95 "H" 40+97 18 18 18 18 163 9480 9480 94809480 10980 10980 1098010980 14206Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:49:10 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oc005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 18 18 18 18 88 91 CCO 24 238 8-12-2016 JAMES N. SIMON NO SCALE SQ-6 L : LENGTH OF SIGN D : DEPTH OF SIGN RSPF : REMOVEBLE SIGN PANEL FRAME LEGEND CONTRACTOR FURNISHED SIGNS 2. (CA) DENOTES CALIFORNIA CODED SIGNS. CONTROL DEVICES, SEP 2006 EDITION) CODED EXCEPT AS NOTED. 1. SIGNS ARE CA MUTCD (CALIFORNIA MANUAL ON UNIFORM TRAFFIC NOTES: CONTRACTOR FURNISHED SIGNS QUANTITIES SUMMARYMATERIAL No. CODESIGN IN) X(IN D XL SIZESIGN (SQFT) AREA SIGN (EA) TOTAL SIGN FACEDSINGLE FACEDDOUBLEBACKGROUND LEGEND FILM GRAFFITI ROADSIDE OVERHEAD LEGEND SHEET -SINGLE LAMINATED FORMED SIDEROAD A) TYPE(1" LAMINATED RSPF W/OFORMED RSPF WITHFORMCOLOR SHEETING TYPEASTMRETRO-REFLECTIVECOLOR SHEETING TYPEASTMRETRO-REFLECTIVE REFLECTIVENON STANDARDPREMIUMFRP ALUMINUM FRAMED ALUMINUM UNFRAMED B TYPE1" B TYPE2.5" H TYPE2.5"0.135"0.063"0.080"0.063"0.080"0.125"1-1 R6-4(CA)48 X 60 20 1 X WHITE IX BLACK X X X MAXIMUM 55 TOWING WHEN VEHICLESALL 1-3 R6-3(CA)48 X 60 20 1 X WHITE IX BLACK X X X MAXIMUM 55 MORE AND AXELS 3TRUCKS R48-1(CA)48 X 24 8 1 X WHITE IX BLACK X X x ENFORCEDRADAR A G83-5(CA)216 X 100 150 1 X GREEN WHITE IX X X MILE 1/4 AVE HOSKING 19EXIT 1-4 G11-7(CA)8 X 24 1.33 1 X WHITE II BLACK X X X 18.00 KER099 1-5 R2-1 48 X 60 20 1 X WHITE IX BLACK X X X 70 LIMITSPEED R48-1(CA)48 X 24 8 1 X WHITE IX BLACK X X X ENFORCEDRADAR 1-8 G11-7(CA)8 X 24 1.33 1 X WHITE II BLACK X X X 18.00 KER099 2-2 M3-3 30 X 15 3.125 1 X GREEN IV WHITE IV X X SOUTH G28-2(CA)30 X 31.25 6.51 1 X GREEN IV WHITE IV X X (MARKER) SR-99CALIFORNIA B G85(CA)168 X 90 105 1 X GREEN WHITE VII X X LINES) 2 - ARROW Rt » (45 AVE HOSKING 19EXIT 2-3 G84-2(CA)54 X 48 18 1 X GREEN VII WHITE VII X X ARROW) Rt (45 19EXIT 3-1 W4-1 48 X 48 16 1 X YELLOW IX BLACK X X X (SYMBOL)MERGE 3-2 W3-3 48 X 48 16 1 X YELLOW IX BLACK X X X (SYMBOL) AHEADSIGNAL 3-3 W3-3 48 X 48 16 1 X YELLOW IX BLACK X X X (SYMBOL) AHEADSIGNAL 3-4 R61-13(CA)48 X 30 10 1 X WHITE VIII BLACK X X X ONLY) TURN RIGHT ONE TURN, LEFT (DUAL CONTROL LANEINTERESECTION 3-5 R61-13(CA)48 X 30 10 1 X WHITE VIII BLACK X X X ONLY) TURN RIGHT ONE TURN, LEFT (DUAL CONTROL LANEINTERESECTION D 216 X 90 135 1 X GREEN WHITE IX X X 4-2 W4-1 48 X 48 16 1 X YELLOW IX BLACK X X X (SYMBOL)MERGE 4-3 W4-1 48 X 48 16 1 X YELLOW IX BLACK X X X (SYMBOL)MERGE 4-4 W3-3 48 X 48 16 1 X YELLOW IX BLACK X X X (SYMBOL) AHEADSIGNAL 4-5 W3-3 48 X 48 16 1 X YELLOW IX BLACK X X X (SYMBOL) AHEADSIGNAL G85(CA)96 X 60 40 1 X GREEN WHITE IV X LINES) 2 - ARROW Rt » (45 SOUTH (SHIELD) SR-99CALIFORNIA 4-6 W4-14(CA)48 X 48 16 1 X YELLOW IX BLACK X X X MPH) (25 SEED TURN/ADVISORYCOMBINATION 4-7 G92(CA)48 X 30 10 1 X GREEN IV WHITE IV X X ENTRANCEFREEWAY G28-2(CA)30 X 31.25 6.51 1 X GREEN IV WHITE IV X X (MARKER) SR-99CALIFORNIA M3-3 30 X 15 3.13 1 X GREEN IV WHITE IV X X SOUTH M6-2(R)21 X 15 2.19 1 X GREEN IV WHITE IV X X (Rt)ARROW 4-8 G92(CA)48 X 30 10 1 X GREEN IV WHITE IV X X ENTRANCEFREEWAY G28-2(CA)30 X 31.25 6.51 1 X GREEN IV WHITE IV X X (MARKER) SR-99CALIFORNIA M3-3 30 X 15 3.13 1 X GREEN IV WHITE IV X X SOUTH M6-2(L)21 X 15 2.19 1 X GREEN IV WHITE IV X X (Lt)ARROW G5(CA)DESTINATION SEQUENCE G5(CA) XH XI XI XI XI 14306Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:50:40 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oc006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 FOR ALL GUIDE SIGNS (WHITE ON GREEN). 3. CHANGE BACKGROUND AND LEGEND TO RETRO-REFLECTIVE ASTM TYPE XI 2 3 2-2 7 3 4 26 26 RFI 86 X (MERGE LEFT) (MERGE LEFT) (MERGE LEFT) (DOWN) (DOWN) NOTE 3 CCO 38 CCO 5 * * 238 8-12-2016 JAMES N. SIMON NO SCALE SQ-7 CONTRACTOR FURNISHED SIGNS CONTRACTOR FURNISHED SIGNS QUANTITIES NO SCALE SUMMARYMATERIAL No. CODESIGN IN) X(IN D XL SIZESIGN (SQFT) AREA SIGN (EA) TOTAL SIGN FACEDSINGLE FACEDDOUBLEBACKGROUND LEGEND FILM GRAFFITI ROADSIDE OVERHEAD LEGEND SHEET -SINGLE LAMINATED FORMED SIDEROAD A) TYPE(1" LAMINATED RSPF W/OFORMED RSPF WITHFORMCOLOR SHEETING TYPEASTMRETRO-REFLECTIVECOLOR SHEETING TYPEASTMRETRO-REFLECTIVE REFLECTIVENON STANDARDPREMIUMFRP ALUMINUM FRAMED ALUMINUM UNFRAMED B TYPE1" B TYPE2.5" H TYPE2.5"0.135"0.063"0.080"0.063"0.080"0.125"4-9 R5-10A 30 X 36 7.5 1 X WHITE IV BLACK X X X PROHIBITED CYCLES MOTOR-DRIVEN BICYCLESPEDESTRIANS 4-10 R26(S)(CA)12 X 18 1.5 1 X WHITE II RED II X X TIME ANY STOPPINGNO 4-12 G11-5(CA)44 X 24 7.33 1 X WHITE II BLACK X X X 18.50 KER 099 50-246 BRIDGE OC AVEHOSKING 4-15 G11-5(CA)44 X 24 7.33 1 X WHITE II BLACK X X X 18.50 KER 099 50-246 BRIDGE OC AVEHOSKING 5-1 G84-2(CA)54 X 48 18 1 X GREEN IX WHITE IX X X ARROW) Rt ( 19EXIT E G85(CA)276 X 90 172.5 1 X GREEN WHITE VII X X LINE) 1 - ARROW Rt »45LINE 1 - ARROW Rt » (45 AVE HOSKING 19EXIT W61C(CA)84 X 20 11.67 1 X YELLOW VII BLACK X X G85(CA)) (ON ONLYEXIT 5-2 R18A(CA)66 X 48 22 1 X WHITE IX BLACK X X EXIT MUST LANERIGHT 5-3 W4-1 48 X 48 16 1 X YELLOW IX BLACK X X X (SYMBOL)MERGE 5-5 M3-1 30 X 15 3.13 1 X GREEN IV WHITE IV X X NORTH G28-2(CA)30 X 31.25 6.51 1 X GREEN IV WHITE IV X X (MARKER) SR-99CALIFORNIA 6-2 W4-7 48 X 48 16 1 X YELLOW IX BLACK X X X LEFT MERGE TRAFFICTHRU 6-3 G11-7(CA)8 X 24 1.33 1 X WHITE II BLACK X X X 19.00 KER099 F G85(CA)252 X 90 157.5 1 X GREEN WHITE VII X X LINE) 1 - DOWN ARROW ( AVE HOSKING 19EXIT W61D(CA)126 X 20 17.5 1 X YELLOW VII BLACK X X G85(CA)) (ON DOWN ARROW WITH ONLYEXIT 6-6 R2-4(CA)48 X 60 20 1 X WHITE IX BLACK X X X AHEAD ZONE65 6-7 R2-4(CA)48 X 60 20 1 X WHITE IX BLACK X X X AHEAD ZONE65 G G83-5(CA)204 X 90 127.5 1 X GREEN WHITE IX X X MILE 1/2 AVE HOSKING 19EXIT 7-1 R26(S)(CA)12 X 18 1.5 1 X WHITE II RED II X X TIME ANY STOPPINGNO 7-2 R9-3(A)24 X 24 4 1 X WHITE IV RED/BLACK IV X X (SYMBOL) CROSSING PEDESTRIANNO R9-3(A)24 X 24 4 1 X WHITE IV RED/BLACK IV X X (SYMBOL) CROSSING PEDESTRIANNO R6-1(R)36 X 12 3 1 X BLACK WHITE IV X X (Rt) (SYMBOL) WAYONE 7-3 R9-3(A)24 X 24 4 1 X WHITE IV RED/BLACK IV X X (SYMBOL) CROSSING PEDESTRIANNO R9-3(A)24 X 24 4 1 X WHITE IV RED/BLACK IV X X (SYMBOL) CROSSING PEDESTRIANNO 7-4 R3-1 24 X 24 4 1 X WHITE IV RED/BLACK IV X X (SYMBOL) TURN RIGHTNO 7-5 R6-1(L)36 X 12 3 1 X BLACK WHITE IV X X (Lt) (SYMBOL) WAYONE R6-1(R)36 X 12 3 1 X BLACK WHITE IV X X (Rt) (SYMBOL) WAYONE 7-6 R6-1(L)36 X 12 3 1 X BLACK WHITE IV X X (Lt) (SYMBOL) WAYONE R6-1(R)36 X 12 3 1 X BLACK WHITE IV X X (Rt) (SYMBOL) WAYONE G85(CA)96 X 60 40 1 X GREEN WHITE IV X LINES) 2 - ARROW Rt » (45 NORTH (SHIELD) SR-99CALIFORNIAXI XI XI XI XI 14406Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:52:19 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oc007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 3 4 8 9 54X18 54X18 54X18 54X18 CALTRANS PUNCH LIST NO (MERGE LEFT) SQ-6 SEE NOTE 3 * CCO 38 CCO 5 * CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 8-12-2016 JAMES N. SIMON NO SCALE SQ-8 CONTRACTOR FURNISHED SIGNS CONTRACTOR FURNISHED SIGNS QUANTITIES SUMMARYMATERIAL No. CODESIGN IN) X(IN D XL SIZESIGN (SQFT) AREA SIGN (EA) TOTAL SIGN FACEDSINGLE FACEDDOUBLEBACKGROUND LEGEND FILM GRAFFITI ROADSIDE OVERHEAD LEGEND SHEET -SINGLE LAMINATED FORMED SIDEROAD A) TYPE(1" LAMINATED RSPF W/OFORMED RSPF WITHFORMCOLOR SHEETING TYPEASTMRETRO-REFLECTIVECOLOR SHEETING TYPEASTMRETRO-REFLECTIVE REFLECTIVENON STANDARDPREMIUMFRP ALUMINUM FRAMED ALUMINUM UNFRAMED B TYPE1" B TYPE2.5" H TYPE2.5"0.135"0.063"0.080"0.063"0.080"0.125"7-7 R26(S)(CA)12 X 18 1.5 1 X WHITE II RED II X X TIME ANY STOPPINGNO 7-8 R2-1 24 X 30 5 1 X WHITE IV BLACK X X X 70 LIMITSPEED 7-9 R3-7 30 X 30 6.25 1 X WHITE IV BLACK X X X RIGHT TURN MUST LANERIGHT G77(A)(CA)108 X 100 75 1 X GREEN WHITE IV X LANE RIGHT SOUTH (SHIELD) SR-99 CALIFORNIA LINES) 2 - ARROW Rt » (45NORTH 7-10 W13-3 36 X 48 12 1 X YELLOW IX BLACK X X X MPH 25RAMP 7-11 G92(CA)48 X 30 10 1 X GREEN IV WHITE IV X X ENTRANCEFREEWAY G28-2(CA)30 X 31.25 6.51 1 X GREEN IV WHITE IV X X (MARKER) SR-99CALIFORNIA M3-1 30 X 15 3.13 1 X GREEN IV WHITE IV X X NORTH M6-2(L)21 X 15 2.19 1 X GREEN IV WHITE IV X X (Lt)ARROW 7-12 G92(CA)48 X 30 10 1 X GREEN IV WHITE IV X X ENTRANCEFREEWAY G28-2(CA)30 X 31.25 6.51 1 X GREEN IV WHITE IV X X (MARKER) SR-99CALIFORNIA M3-1 30 X 15 3.13 1 X GREEN IV WHITE IV X X NORTH M6-2(R)21 X 15 2.19 1 X GREEN IV WHITE IV X X (Rt)ARROW 7-13 R5-10A 30 X 36 7.5 1 X WHITE IV BLACK X X X PROHIBITED CYCLES MOTOR-DRIVEN BICYCLESPEDESTRIANS 7-14 G92(CA)48 X 30 10 1 X GREEN IV WHITE IV X X ENTRANCEFREEWAY G28-2(CA)30 X 31.25 6.51 1 X GREEN IV WHITE IV X X (MARKER) SR-99CALIFORNIA M3-1 30 X 15 3.13 1 X GREEN IV WHITE IV X X NORTH M6-2(L)21 X 15 2.19 1 X GREEN IV WHITE IV X X (Lt)ARROW 7-15 G92(CA)48 X 30 10 1 X GREEN IV WHITE IV X X ENTRANCEFREEWAY G28-2(CA)30 X 31.25 6.51 1 X GREEN IV WHITE IV X X (MARKER) SR-99CALIFORNIA M3-1 30 X 15 3.13 1 X GREEN IV WHITE IV X X NORTH M6-2(R)21 X 15 2.19 1 X GREEN IV WHITE IV X X (Rt)ARROW 7-16 R5-10A 30 X 36 7.5 1 X WHITE IV BLACK X X X PROHIBITED CYCLES MOTOR-DRIVEN BICYCLESPEDESTRIANS 7-17 R61-13(CA)48 X 30 10 1 X WHITE VIII BLACK X X X ONLY) TURN RIGHT ONE TURN, LEFT (DUAL CONTROL LANEINTERESECTION 7-18 R61-13(CA)48 X 30 10 1 X WHITE VIII BLACK X X X ONLY) TURN RIGHT ONE TURN, LEFT (DUAL CONTROL LANEINTERESECTION 7-19 R5-10C 24 X 12 2 1 X WHITE IV BLACK X X X PROHIBITEDPEDESTRIANS 7-20 R5-1 36 X 36 9 1 X WHITE IX RED IX X X (SYMBOL) ENTER NOTDO R5-1(A)36 X 24 6 1 X RED IX WHITE IX X X WAYWRONG 7-21 R5-1 36 X 36 9 1 X WHITE IX RED IX X X (SYMBOL) ENTER NOTDO R5-1(A)36 X 24 6 1 X RED IX WHITE IX X X WAYWRONG 8-1 R26(S)(CA)12 X 18 1.5 1 X WHITE II RED II X X TIME ANY STOPPINGNO 8-2 R2-1 24 X 30 5 1 X WHITE IV BLACK X X X 70 LIMITSPEED 8-3 R26(S)(CA)12 X 18 1.5 1 X WHITE II RED II X X TIME ANY STOPPINGNO XJXI 14506Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:55:49 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oc008.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 45 RFI 84 RFI 84 (DOWN) (DOWN) NO (DOWN) (DOWN) NO NO 45 RFI 84 26 26 RFI 86 SQ-6 SEE NOTE 3 CCO 5 238 JAMES N. SIMON 8-12-2016 NO SCALE SQ-9 CONTRACTOR FURNISHED SIGNS CONTRACTOR FURNISHED SIGNS QUANTITIES No. CODESIGN IN) X(IN D XL SIZESIGN (SQFT) AREA SIGN (EA) TOTAL SIGN FACEDSINGLE FACEDDOUBLEBACKGROUND LEGEND FILM GRAFFITI ROADSIDE OVERHEAD LEGEND SHEET -SINGLE LAMINATED FORMED SIDEROAD A) TYPE(1" LAMINATED RSPF W/OFORMED RSPF WITHFORMCOLOR SHEETING TYPEASTMRETRO-REFLECTIVECOLOR SHEETING TYPEASTMRETRO-REFLECTIVE REFLECTIVENON STANDARDPREMIUMFRP ALUMINUM FRAMED ALUMINUM UNFRAMED B TYPE1" B TYPE2.5" H TYPE2.5"0.135"0.063"0.080"0.063"0.080"0.125"8-4 R6-1(L)36 X 12 3 1 X BLACK WHITE IV X X (Lt) (SYMBOL) WAYONE R6-1(R)36 X 12 3 1 X BLACK WHITE IV X X (Rt) (SYMBOL) WAYONE 8-5 R6-1(L)36 X 12 3 1 X BLACK WHITE IV X X (Lt) (SYMBOL) WAYONE R6-1(R)39 X 12 3.25 1 X BLACK WHITE IV X X (Rt) (SYMBOL) WAYONE 8-6 R3-1 24 X 24 4 1 X WHITE IV RED/BLACK IV X X (SYMBOL) TURN RIGHTNO 8-7 R9-3(A)24 X 24 4 1 X WHITE IV RED/BLACK IV X X (SYMBOL) CROSSING PEDESTRIANNO R9-3(A)24 X 24 4 1 X WHITE IV RED/BLACK IV X X (SYMBOL) CROSSING PEDESTRIANNO 8-8 R9-3(A)24 X 24 4 1 X WHITE IV RED/BLACK IV X X (SYMBOL) CROSSING PEDESTRIANNO R9-3(A)24 X 24 4 1 X WHITE IV RED/BLACK IV X X (SYMBOL) CROSSING PEDESTRIANNO R6-1(R)36 X 12 3 1 X BLACK WHITE IV X X (Rt) (SYMBOL) WAYONE 8-9 R5-1 36 X 36 9 1 X WHITE IX RED IX X X (SYMBOL) ENTER NOTDO R5-1(A)36 X 24 6 1 X RED IX WHITE IX X X WAYWRONG 8-10 R5-1 36 X 36 9 1 X WHITE IX RED IX X X (SYMBOL) ENTER NOTDO R5-1(A)36 X 24 6 1 X RED IX WHITE IX X X WAYWRONG 8-11 R5-10C 24 X 12 2 1 X WHITE IV BLACK X X X PROHIBITEDPEDESTRIANS 8-12 R61-26(CA)48 X 30 10 1 X WHITE VIII BLACK X X X ONLY) TURN RIGHT ONETURN, RIGHT AND LEFT SHARE ONE ONLY, TURN LEFT (ONE CONTROL LANEINTERESECTION 8-13 R61-26(CA)48 X 30 10 1 X WHITE VIII BLACK X X X ONLY) TURN RIGHT ONETURN, RIGHT AND LEFT SHARE ONE ONLY, TURN LEFT (ONE CONTROL LANEINTERESECTION 8-14 R61-26(CA)48 X 30 10 1 X WHITE VIII BLACK X X X ONLY) TURN RIGHT ONETURN, RIGHT AND LEFT SHARE ONE ONLY, TURN LEFT (ONE CONTROL LANEINTERESECTION 8-15 R61-26(CA)48 X 30 10 1 X WHITE VIII BLACK X X X ONLY) TURN RIGHT ONETURN, RIGHT AND LEFT SHARE ONE ONLY, TURN LEFT (ONE CONTROL LANEINTERESECTION 8-16 R5-10A 30 X 36 7.5 1 X WHITE IV BLACK X X X PROHIBITED CYCLES MOTOR-DRIVEN BICYCLESPEDESTRIANS 8-17 G92(CA)48 X 30 10 1 X GREEN IV WHITE IV X X ENTRANCEFREEWAY G28-2(CA)30 X 31.25 6.51 1 X GREEN IV WHITE IV X X (MARKER) SR-99CALIFORNIA M3-3 30 X 15 3.13 1 X GREEN IV WHITE IV X X SOUTH M6-2(R)21 X 15 2.19 1 X GREEN IV WHITE IV X X (Rt)ARROW 8-18 G92(CA)48 X 30 10 1 X GREEN IV WHITE IV X X ENTRANCEFREEWAY G28-2(CA)30 X 31.25 6.51 1 X GREEN IV WHITE IV X X (MARKER) SR-99CALIFORNIA M3-3 30 X 15 3.13 1 X GREEN IV WHITE IV X X SOUTH M6-2(L)21 X 15 2.19 1 X GREEN IV WHITE IV X X (Lt)ARROW 8-19 W13-3 36 X 48 12 1 X YELLOW IX BLACK X X X MPH 25RAMP G77(A)(CA)108 X 100 75 1 X GREEN WHITE IV X LANE RIGHT NORTH (SHIELD) SR-99 CALIFORNIA LINES) 2 - ARROW Rt » (45SOUTH TOTALGRAND A) (1"-TYPE SIGN PANEL LAMINATEDFURNISH SQFT UNFRAMED) (0.063" SIGN ALUMINUM SHEET SINGLEFURNISH SQFT UNFRAMED) (0.080" SIGN ALUMINUM SHEET SINGLEFURNISH 454 SQFT FRAMED) (0.063" SIGN ALUMINUM SHEET SINGLEFURNISH 22 SQFT 8-24 371 8-25 R5-1 36 X 36 9 1 X WHITE IX RED IX X X (SYMBOL) ENTER NOTDO R6-1(R)X 1 X BLACK WHITE IV X X (Rt) (SYMBOL) WAYONE48165.2 SQFTFURNISH LAMINATED PANEL SIGN (1" TYPE B)230 X 848 K XI 14606Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:57:35 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oc009.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 54X18 54X18 54X18 36X18 CALTRANS PUNCH LIST 54X18 X NO NO (DOWN) (DOWN) 40 MPH RFI 84 SQ-6 SEE NOTE 3 CCO 5 238 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-2016 NO SCALE SQ-9 CONTRACTOR FURNISHED SIGNS QUANTITIES 146a06Ker9918.0/19.2 C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>2:59:03 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930oc009a.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 CCO 38 238 a ADDITIONAL SHEET SIGN CODENo. (in x in) L X D SIGN SIZE (ft ) AREA SIGN 2 MATERIAL SUMMARY SINGLE FACED DOUBLE FACED BACKGROUND LEGEND COLOR SHEETING FILM GRAFFITI STANDARDROADSIDE LAMINATEDSINGLE - SHEET ALUMIUM UNFRAMED ALUMIUM FRAMED FRP COLOR SHEETING (EA) TOTAL SIGN 2•" TYPE H 2•" TYPE B 1" TYPE B 0.125" 0.080" 0.063" 0.080" 0.063" 0.135" REFLECTIVENON PREMIUM(1" TYPE A)LAMINATEDOVERHEAD FORMEDROADSIDE ASTM TYPE REFLECTIVERETRO- REFLECTIVERETRO- ASTM TYPE FORMED WITH RSPF FORMED WITH RSPFX X X X X X 20 6 20 6 1.67 1.67 R89-2(CA) 4 6 1.67 1.67 X X X X6 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 X X X X X X 6-1 48 X 60 48 X 60 48 X 60 48 X 60 48 X 60 48 X 60 6048X 20 20 20 20 20 20 1 1 1 1 X X X X X X X X X X X X X X X X X X X X X X X X DESCRIPTION (REMARKS) 2 CARS PER GREEN THIS LANE 2 CARS PER GREEN THIS LANE 2 CARS PER GREEN THIS LANE 2 CARS PER GREEN THIS LANE 2 CARS PER GREEN THIS LANE 2 CARS PER GREEN THIS LANE R6-4(CA) R6-3(CA)20 2 CARS PER GREEN THIS LANE ALL VEHICLES WHEN TOWING 55 MAXIMUM TRUCKS 3 AXLES OR MORE 55 MAXIMUM 48 X 24 8R48-1(CA) 6-5 X 1 RADAR ENFORCEDX STOP HERE ON RED STOP HERE ON RED STOP HERE ON RED STOP HERE ON RED LEFT LANE CARPOOLS 2 OR MORE ONLY LEFT LANE CARPOOLS 2 OR MORE ONLY LEFT LANE CARPOOLS 2 OR MORE ONLY LEFT LANE CARPOOLS 2 OR MORE ONLY LEFT LANE CARPOOLS 2 OR MORE ONLY LEFT LANE CARPOOLS 2 OR MORE ONLY LEFT LANE CARPOOLS 2 OR MORE ONLY WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE IX BLACK X IX BLACK X IX BLACK X IX BLACK X X X X X BLACK X X IV BLACK X X IV BLACK X X IV BLACK X X IV BLACK X X BLACK X X BLACK X X IV BLACK X X IV BLACK X X IV BLACK X X BLACK X BLACK X BLACK X BLACK X BLACK X BLACK X BLACK X X X X X X X X IX IX IX IV IV IV IV IV IV IV 66 66 22 22 66 66 66 66 22 22 22 22 66 22 LEFT LANE HOV 2+ 2 OR MORE ONLY WHEN METERED LEFT LANE HOV 2+ 2 OR MORE ONLY WHEN METERED LEFT LANE HOV 2+ 2 OR MORE ONLY WHEN METERED LEFT LANE HOV 2+ 2 OR MORE ONLY WHEN METERED LEFT LANE HOV 2+ 2 OR MORE ONLY WHEN METERED LEFT LANE HOV 2+ 2 OR MORE ONLY WHEN METERED LEFT LANE HOV 2+ 2 OR MORE ONLY WHEN METERED PASADENA, CA 91124 100 WEST WALNUT STREET PARSONSCITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON Q-1 SUMMARY OF QUANTITIES EA LOCATION LF EA EA EA 37.5 1 1 25 1 25 1 1 1 25 1 TOTAL 4 3 4 "A" 403+82 TO 404+57 "H" 27+41 TO 28+41 "H" 31+75 TO 32+75 "A" 441+40 TO 442+15 "H" 18+38 TO 19+38 (TYPE SFT)END ANCHOR ASSEMBLY1 1 1 3 ROADWAY QUANTITIES TON CY CYCY CYCYCY LF 33670 408 30352 31651 942 29274 540+10 "H5" TO 525+15"H5"19664 21966 191 61118 173 3734 82705 207413 289 208416 291 20 27 24 32 47 36 43 32 11697 32214 33764 478829 669101388 ONLY INFORMANION FOR ITEM, PAY SEPARATE A NOT -(N) 5100 2221 3108 3155 2850 1775 2771 4991 5501 "H" 17+00 TO 28+60 "H" 17+00 TO 28+75 "H" 17+00 TO 28+75 "H" 31+56 TO 44+00 "H" 31+50 TO 40+00 "H" 31+65 TO 44+00 "H5" 523+59 TO 525+80 "H2" 220+05 TO 222+28 "H2" 221+40 TO 222+20 "H5" 523+67 TO 524+47 "H4" 410+15 TO 420+00 "A" 444+00 TO 447+82 "A" 450+50 TO 457+21 INFILTRATION BASIN 1 INFILTRATION BASIN 2 INFILTRATION BASIN 3 INFILTRATION BASIN 4 LOCATION 20 27 1229 2131 1554 2428 3413 4549 EMBANKMENT (N)311737 IMPORTED BORROWROADWAY EXCAVAVTIONCY 210349 CLASS 2 AGGREGATE BASELEAN CONCRETE BASECLASS 2 AGGREGATE SUBBASE(TYPE E)PLACE HOT MIX ASPHALT DIKE5583 2169 3055 3101 3092 1946 2716 5498 6059 9363SHOULDER BACKINGTON "H" 40+13 TO "A" 447+82 "A" 404+45 TO "H2" 220+05 "H3" 309+93 TO "A" 436+00 "A" 402+27 TO "H" 19+38 "A" 440+10 TO "A" 457+21 "A" 412+27 TO "H6" 636+08 "H1" 118+78 TO "A" 427+82 "A" 404+45 TO "H2" 220+05 "H3" 311+34 TO "A" 434+25 "A" 402+27 TO "H4" 420+20 "H5" 525+80 TO "H5" 540+10 "A" 415+82 TO "H6" 634+82 422 226 29 333 258 207 29 276 "A" 440+10 TO "A" 457+21 249 2029 STATION "H4" RAMP "A" LINE "A" LINE HOSKING AVENUE HOSKING AVENUE SIDEWALK HOSKING AVENUE HOSKING AVENUE HOSKING AVENUE SIDEWALK HOSKING AVENUE "H1" RAMP "H2" RAMP "H3" RAMP "H4" RAMP "H5" RAMP "H6" RAMP "A" AUX LANE "H1" RAMP "H2" RAMP "H3" RAMP "H4" RAMP "H5" RAMP "H6" RAMP "A" AUX LANE SEE DRAINAGE PLAN SEE DRAINAGE PLAN SEE DRAINAGE PLAN SEE DRAINAGE PLAN 133772 6964 19822 8964 "H2" RAMP "H5" RAMP INFILTRATION BASIN 5 SEE DRAINAGE PLAN 2389 1165 1864 1116 1161 1827 1597 (TYPE F)PLACE HOT MIX ASPHALT DIKELF 48 47 47 47 333 SQYDHOT MIX ASPHALT"H6" MVP "H6" MVP "H2" MVP "H5" MVP PAVEMENTCOLD PLANE ASPHALT CONCRETESQYD TOTAL "H" 16+00 TO 17+00 HOSKING AVENUE 1053142 "H" 44+00 TO 45+00 HOSKING AVENUE 1277 2330 173 (MINOR CONCRETE)VEGETATION CONTROL37.5 "A" 445+17 TO 445+92 37.5 1 1 48 48 633 38 38(TYPE D)PLACE HOT MIX ASPHALT DIKELF 27 382 409PAVEMENT (RAMP TERMINI)JOINTED PLAIN CONCRETE"H1" 125+47 "H1" MVP "H6" 621+69 "H6" 627+20 20 27"H3" 318+41 "H3" MVP CONCRETE PAVEMENTCONTINUOUSLY REINFORCED CY "A" LINE, MULTIPLE LOCATIONS MEDIAN PAVEMENT 492253 TERMINAL SYSTEMTYPE SRT-31 TERMINAL SYSTEMTYPE SKT-MGS STOCKPILED SOIL 40056NE QUADRANT SYSTEM (STEEL POST)MIDWEST GUARDRAIL MIDWEST GUARDRAIL SYSTEM 147 492 (TYPE WB-31)TRANSITION RAILING37.5 1 1 48"A" 393+35 TO 394+10 225 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-2016 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>3:17:38 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930pa001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 Q-2 SUMMARY OF QUANTITIES CHAIN LINK FENCE STATION No.SHEET CL-6TYPE LF 405+86 TO 401+85"A"L-1 401 213+00 TO 205+86"H2"L-1 714 401+85 TO 401+85"A"L-1 15 219+75 TO 213+00"H2"L-2 675 133+00 TO 124+50"H1"L-3 850 533+00 TO 528+00"H5"L-3 300 536+72 TO 533+00"H5"L-4 908 L-4 857 124+50 TO 116+26"H1"L-5 824 42+22 TO 40+19"H"L-5 203 221+42 TO 219+75"H2"L-5 167 42+20 TO 37+31"H"L-5 489 23+10 TO 20+47"H"L-6 263 528+00 TO 524+73"H5"L-6 327 TOTAL "H1" 133+00 TO "A" 440+41 REMOVAL ITEMS STATION LF LF 436+65 TO 424+28"A" 422+75 TO 401+85"A" 441+58 TO 423+15"A"1843 405+02 TO 404+25"A"77 422+81 TO 422+18"A"63 424+71 TO 423+59"A"112 32+00 TO 26+00"H" 44+00 TO 32+00"H" 26+00 TO 19+80"H" TOTAL 252 "A" 401+85 TO 423+22 FENCEREMOVE CHAIN LINK2137 1237 2090 7307 SURFACINGOBLITERATESQYD 2667 4817 2582 10066SECTIONREMOVE TERMINALEA 1 1 1 3 "A" 421+50 TO 424+35 LF 383BARRIERREMOVE CONCRETE"A" 466+30 TO 466+70 40 CONCRETE BARRIER STATION LOCATION 736ATYPE LF RAMP"H4"891 21+15 TO 19+38"H" RAMP"H4"178 TOTAL "H4" 420+00 TO 428+91 1069 LF TYPE 60F "A" 393+80 TO 394+20 40"A" LINE LOCATION STATION SIDE Rt Lt (N)(N) TOTAL IRRIGATION CROSSOVERS LINE CONDUIT TYPE (N) - NOT A SEPARATE PAY ITEM FOR INFORMATION ONLY X - DENOTES REQUIREMENT CONDUIT TYPE (Applicable when circled below and shown under the 'CONDUIT TYPE' column heading) 1 BITUMINOUS COATED CORRUGATED STEEL PIPE CROSSOVER WATER LINE SIZE (INCH)SIZE (INCH) SIZE (INCH) CROSSOVER CONTROL SPRINKLER (0.064 INCH THICK) 2 CORRUGATED STEEL PIPE (0.064 INCH THICK) 3 CORRUGATED HIGH DENSITY POLYETHYLENE PIPE 3" 3" 3" 3" 3" 3" 2" 2" 2" 2" 2" 2" 3"2" 3"2" 3"2" 3"2" LENGTH (LF) HOSKING AVE X X X X X X X X X X XX XX XX HOSKING AVE X X H5 RAMP H5 RAMP H6 RAMP ROUTE 99 423+13 X X X X H4 RAMP H3 RAMP H3 RAMP H2 RAMP HOSKING AVE - 4"- 4 WELDED STEEL PIPE 3 47 3"2"XXHOSKING AVE - "A" 466+30 TO 466+70 40"A" LINEREMOVE GUARDRAILLF TYPE 60 "A" LINE "A" LINE "A" LINE "A" LINE "A" 408+46 TO 410+11 165 "A" LINE "A" 414+00 "A" 419+50 "A" 430+50 "A" 436+50 20 20 20 20 245 "A" 408+46 TO 410+11 165 "A" 414+00, 419+50, 430+50, 436+50 80 98 STATION LOCATIONSIDEWALKDRIVEWAYCY CY CY CY 124 50 216 195 55 190 SUBTOTAL 319 406 TOTAL 993 "H" LINE "H" LINE (TYPE B2-6)CONCRETE CURB(TYPE B1-4)CONCRETE CURBSQFT MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION) MINOR CONCRETE (TEXTURED PAVING)MINOR CONCRETECY(TYPE A1-6)CONCRETE CURB8 127 118 12723 80 21+45 31+58 220+00 314+80 321+37 419+76 525+50 520+60 631+37 227 1,060 44 52 52 44 45 52 80 65 138 154 "H" 17+16 TO 24+15 "H" LINE "H" 24+73 TO 35+26 "H" LINE "H" 35+85 TO 44+00 "H" LINE 10,285 "H1" LINE"H1" 117+56 TO 118+57 "H1" 134+24 TO 135+96 "H1" LINE "H2" 208+56 TO 210+10 "H2" LINE "H2" 220+40 TO 222+02 "H2" LINE "H3" 310+48 TO 311+11 "H3" LINE "H3" 321+95 TO 323+32 "H3" LINE "H4" 414+12 TO 415+83 "H4" LINE "H4" 426+30 TO 427+40 "H4" LINE "H5" 523+85 TO 525+15 "H5" LINE "H5" 535+86 TO 537+40 "H5" LINE "H6" LINE "H6" LINE "H6" 623+92 TO 624+96 "H6" 634+92 TO 635+55 850 140 925 500 12,450 13,200 1,590 2,330 2,090 2,065 6,195 8,230 2,650 2,390 68,891 68,891 6,993 148 12 3001 3"2"XX125+00 60H1 RAMP "H" 17+00 TO 28+30 "H" 31+86 TO 44+00 "H" 28+30 TO 31+86 "H" LINE 13 13 ON BRIDGE BY SIDEWALKS PAVEMENTREMOVE CONCRETESQYD 49 934 226 196 1405 TYPE 60R "A" 421+50 TO 424+35 "A" LINE 285 285 TEMPORARY FENCE STATION No.SHEET LF L-5 935 L-6 758 L-6 68 TOTAL TYPE ESA "H" 40+45 TO 45+10 "H" 16+65 TO 22+60 "H" 19+79 TO 20+47 1761 946 CY CY 833 (ON STRUCTURE) RFI 71 RFI 71 303 142 161 7 0 47 0 51B1-65 9 7 959814 962 68,631 2751(TYPE A3-8)CONCRETE CURB(TYPE B3-4)CONCRETE CURBCCO 25 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 ANNIE YUJAMES WEIx x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>3:19:01 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930pa002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 JAMES N. SIMON 8-12-2016 R 39°34'00" T L 1 CURVE DATA 509.52'183.27'351.86' 1 EC 423+51.86375 370 365 360 355 350 421+00 422+00 423+00420+00 ELEVATION HORIZ 1"=20' VERT 1"=4' "H4" LINE H=6' 72' H=8' 48' H=10' 72' H=14' 264'SEE SHEET R-2 16" 16" 16"359.40 359.00 355.00 367.52 366.52 365.45 363.30 367.70 368.30 356.00 H 4 RAM P H=4' 48' B0-3 H=12' 120'MATCH LINE STA 424+00375 370 365 360 355 350 424+00 16"SEE SHEET R-2 PLAN HORIZ 1"=20'RETAINING WALL PLAN R-1"H4-RW" 420+00 BC=40.48'LT "H4" 420+00.00 Vert 1"=4' SCALE: Horiz 1"=20'MATCH LINE STA 424+00THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY. WEEP HOLE (Typ)3-1 B0-3 3-4 B0-3 3-4 B0-3 3-4 B0-3 3-4 B0-3 3-2 (Typ) B0-3 3-4 2 WALL FACE FG @ EXTERIOR (TYP) 24' 361.45 N68°36'46"W "H4-RW" LOL 68°26'48"2 550.00'374.11'657.04' (Typ) 1' B0-3 3-4 ANGLE=3°12'38" DEFLECTING Sta LOL 362.40 364.08 364.80 368.01 366.02 366.93 367.26 367.69 367.80 367.82 367.77 NADYA HERNANDEZTOE OF SLOPE TYPE 1 RETAINING WALL 980.04' LONG 90.78'Beg ANTI-GRAFFITI COATINGBeg CABLE RAILING(TYPE 736A)Beg CONCRETE BARRIERBeg RETAINING W ALLCOATINGBeg ANTI-GRAFFITI Beg CABLE RAILING(TYPE 736A)Beg Conc BARRIERBeg RETAINING WALL"H4-RW" STA 420+00 B3-5 149 ANNIE YURSP 20" 18"TOE OF SLOPE FOOTING CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-201634034535006Ker9918.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>3:21:25 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930qa001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/30/14 SCOTT NEFFANNIE YU 43 21420 420 12 3 "H4-RW" LOL TOP OF FOOTING TOP OF WALL (TYPE 736A) TOP OF Conc BARRIER OG 358.40 R/W 6/18/14 7/18/14 B0-3 Vert 1"=4' SCALE: Horiz 1"=20' (Typ) HOLE WEEP 375 370 365 360 355 350 350 355 365 370 375 425+00 426+00 427+00 428+00 16"H=8' 24' H=10' 72' H=6' 72' H=12' 72' H=14' 264' HORIZ 1"=20' 368.30 360 H4 RAMP 424+00 16"MATCH LINE STA 424+00SEE SHEET R-1SEE SHEET R-3MATCH LINE STA 428+50SEE SHEET R-3MATCH LINE STA 428+50ELEVATION HORIZ 1"=20' VERT 1"=4' PLAN MATCH LINE STA 424+00SEE SHEET R-1"H4" LINE RETAINING WALL PLAN R-2 R/W N84°19'27"W B0-3 3-4 B0-3 3-4 B0-3 3-4 B0-3 3-4 B0-3 3-4 B0-3 3-4 WALL FACE FG @ EXTERIOR THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY. (TYP) 24' 2 N84°19'27"W 390.95' CHAIN LINK RAILING (TYPE 7) 3-1 4 (Typ) 1' 369.00 +46.77 368.45 368.85 368.91 368.67 368.39 368.02 367.54 B0-3 3-2 (Typ) LOL "H4-RW"ANNIE YUNADYA HERNANDEZSTOE OF SLOPE"H4-RW" 424+42.64(TYPE 7)BEGIN CHAIN LINK RAILINGEND CABLE RAILING"H4-RW" 425+75.35 537.40' 9 0.78' TYPE 1 RETAINING WALL 980.04' LONG 368.34 367.56 366.78 365.99 365.23 364.45 363.67 362.89 362.11 361.36 360.65 359.97359.71 B3-5 150 20" 18"RSP CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-2016 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>3:23:19 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930qa002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 OG TOP OF WALL 354.50355.00 355.40 BARRIER (TYPE 736A) TOP OF CONCRETE TOP OF FOOTING FOOTING "H4-RW" LOL "H4" LINE CURVE DATA 68°26'48"550.00' R 2 374.11' T L 657.04' 425 6 7 8 876425 355355355355350 B0-3 FG OG WEEP HOLE (Typ) 2% 375 370 365 360 355 350 350 355 360 365 370 375 429+00 430+00 MATERIAL PERVIOUS B0-3 3-1 ELEVATION HORIZ 1"=20' VERT 1"=4' LOL TOP OF WALL 16"NO SCALE 354.20 358.23 16"MATCH LINE STA 428+50SEE SHEET R-2MATCH LINE STA 428+50SEE SHEET R-2355.40 HORIZ 1"=20' PLAN SCALE AS SHOWN RETAINING WALL PLAN R-3 RETAINING WALL QUANTITIES PERVIOUS BACKFILL MATERIAL N84°19'27"W R/W 193 CY THIS PLAN ACCURATE FOR RETAINING WALL WORK ONLY. TOP OF Conc BARRIER (TYPE 736A) (TYP) 24' WALL FACE FG @ EXTERIOR B0-3 3-2 (Typ) B0-3 3-4 OG CHAIN LINK RAILING (TYPE 7) "H4-RW" LOL B0-3 3-1 (SEE ROADWAY PLANS) PROPOSED PAVEMENT 980.27' FG 1 20 3019.73' S89°11'35"E "H" LINE R/W(Typ) 1' CHAIN LINK RAILING (TYPE 7) (Typ) HOLE WEEP ANNIE YUNADYA HERNANDEZ CHAIN LINK RAILING (TYPE 7) CABLE RAILING OR 576 LF 405 LF SSTRUCTURE EXCAVATION (RETAINING WALL) STRUCTURE CONCRETE, RETAINING WALL BAR REINFORCING STEEL (RETAINING WALL) 2,344 CYSTRUCTURE BACKFILL (RETAINING WALL)VARIES72' H=6' H=4' CABLE RAILING TOE OF SLOPE 116.04' TYPE 1 RETAINING WALL 980.04' LONG +56.00"H4-RW" LOL (SEE ROADWAY PLAN) 537.40' 359.71 359.38 358.80357.76 357.32 356.98 END ANTI-GRAFFITI COATINGEND CHAIN LINK RAILING(TYPE 736A)END CONCRETE BARRIEREND RETAINING WALL60.39' Rt "H" 19+89.52"H4-RW" 429+80.04 =ANTI-GRAFFITI COATING ANTI-GRAFFITI COATING 8,716 SF END ANTI-GRAFFITI COATING END CHAIN LINK RAILING END CONCRETE BARRIER (TYPE 736A) END RETAINING WALL 60.39' Rt "H" 19+89.52 "H4-RW" 429+80.04 = B3-5 B3-1A 151 RSP RSP B11-56 RSP Min 2'55 CY 901 CY 104,308 LBS (CASE 1) TYPE 1 RETAINING WALL TYPICAL SECTION (CASE 1) TYPE 1 RETAINING WALL FOOTING CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-2016 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 238 66515 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>3:25:06 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930qa003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 6/30/14 SCOTT NEFFANNIE YU 7/18/14 BARRIER TYPE 736A CONCRETE TOP OF FOOTING 4294299 2 PR-1 SCALE: 1"=50'MATCHLINE STA 410+00SEE SHEET PR-2LIMIT-OF-WORKSEE SHEET PR-7MATCHLINE STA 410+00PLANT REMOVAL PLAN REMOVE Exist TREE, 1 TOTAL REMOVE Exist TREE, 1 TOTAL REMOVE Exist TREE, 1 TOTAL REMOVE Exist SHRUBS, 1200SF TOTAL REMOVE Exist SHRUBS, 4000SF TOTALASPHASPHCONCASPHCONCASPHASPH ASPH405 ROUTE 99 "A" LINE 152 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 JAMES N. SIMON 8-12-2016 x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>8:27:50 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930se001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE LICENSEDLANDSAPEARCHI T E CTSignature Renewal Date Date C BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 IBI GROUP DAVIDA .NICHOLASNO.L4 5 494DAVID A. NICHOLASRAY WHITCHURCHDAVID A. NICHOLASTHIS PLAN ACCURATE FOR PLANT REMOVAL WORK ONLY LOCATION 6/18/2014 6/30/2015 238 LICENSED LANDSCAPE ARCHITECT 6/18/2014 DATE 7/18/2014 PLANS APPROVAL DATE +1 2 3 4 405 6 7 8 9 PR-2 SCALE: 1"=50'SEE SHEET PR-1MATCHLINE STA 410+00MATCHL INE STA 24+00 SEE SHEET PR -5 SEE SHEET PR-3MATCHLINESEE SHEET PR-7 MATCHLINE PLANT REMOVAL PLAN 5370SF TOTAL REMOVE Exist SHRUBS REMOVE Exist SHRUBS, 14140SF TOTAL REMOVE Exist TREE, 2 TOTAL REMOVE Exist TREE, 2 TOTAL 2500SF TOTAL REMOVE Exist SHRUBS ASPHCONCASPHCONCASPHASPHDIKE355355355355355355360365370355360365355355355355355355355350355355350350350350345340340345350340345 35035 0 3553503553453503503553 5 5 SR-99 356.73 103 415 420 ROUTE 99 "A" LINE HOSKING AVE.153 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>8:29:48 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930se002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE LICENSEDLANDSAPEARCHI T E CTSignature Renewal Date Date C BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 IBI GROUP DAVIDA .NICHOLASNO.L4 5 494DAVID A. NICHOLASRAY WHITCHURCHDAVID A. NICHOLASTHIS PLAN ACCURATE FOR PLANT REMOVAL WORK ONLY LOCATION 6/18/2014 6/30/2015 238 LICENSED LANDSCAPE ARCHITECT 6/18/2014 DATE 7/18/2014 PLANS APPROVAL DATE ++++1 2 3 4 415 6 7 8 9 420 1 2 3 PR-3 SCALE: 1"=50' SEE SHEET PR -5 MATCHL INE STA 22+00 SEE SHEET PR-2MATCHLINESEE SHEET PR-6 MATCHLINE SEE SHEET PR-4MATCHLINE STA 438+00PLANT REMOVAL PLAN REMOVE Exist TREES, 2 TOTAL REMOVE Exist TREES, 2 TOTALREMOVE Exist TREES, 2 TOTAL REMOVE Exist TREE, 1 TOTAL CONCASPHASPHCONCASPHCONCASPHDIKE370365360355365360355355355355355355350350355355355355355355355 SR-99 354.98 105 425 430 435 ROUTE 99 "A" LINEHOSKING AVE.154 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>8:31:06 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930se003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE LICENSEDLANDSAPEARCHI T E CTSignature Renewal Date Date C BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 IBI GROUP DAVIDA .NICHOLASNO.L4 5 494DAVID A. NICHOLASRAY WHITCHURCHDAVID A. NICHOLASTHIS PLAN ACCURATE FOR PLANT REMOVAL WORK ONLY LOCATION 6/18/2014 6/30/2015 238 LICENSED LANDSCAPE ARCHITECT 6/18/2014 DATE 7/18/2014 PLANS APPROVAL DATE 3 4 425 6 7 8 9 430 1 2 3 4 435 6 7 PR-4 SCALE: 1"=50'SEE SHEET PR-3MATCHLINE STA 438+00SEE SHEET PR-6MATCHLINE STA 436+00LIMIT-OF-WORKPLANT REMOVAL PLAN REMOVE Exist TREES, 2 TOTALREMOVE Exist TREES, 2 TOTAL REMOVE Exist TREES, 2 TOTALREMOVE Exist TREES, 2 TOTAL355 355355 440 ROUTE 99 "A" LINE 155 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>8:33:40 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930se004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE LICENSEDLANDSAPEARCHI T E CTSignature Renewal Date Date C BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 IBI GROUP DAVIDA .NICHOLASNO.L4 5 494DAVID A. NICHOLASRAY WHITCHURCHDAVID A. NICHOLASTHIS PLAN ACCURATE FOR PLANT REMOVAL WORK ONLY LOCATION 6/18/2014 6/30/2015 238 LICENSED LANDSCAPE ARCHITECT 6/18/2014 DATE 7/18/2014 PLANS APPROVAL DATE 7 8 9 440 1 2 3 4 SCALE: 1"=50' PR-5LIMIT-OF-WORKSEE SHEET PR-3MATCHLINE STA 22+00MATCHLINE STA 24+00SEE SHEET PR-2PLANT REMOVAL PLAN NO PLANT REMOVAL THIS SHEET ASPH ASPH 355 355 355 35535535535 5 350 345 20 HOSKING AVE. 156 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>8:34:43 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930se005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE LICENSEDLANDSAPEARCHI T E CTSignature Renewal Date Date C BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 IBI GROUP DAVIDA .NICHOLASNO.L4 5 494DAVID A. NICHOLASRAY WHITCHURCHDAVID A. NICHOLASTHIS PLAN ACCURATE FOR PLANT REMOVAL WORK ONLY LOCATION 6/18/2014 6/30/2015 238 LICENSED LANDSCAPE ARCHITECT 6/18/2014 DATE 7/18/2014 PLANS APPROVAL DATE PR-6 SCALE: 1"=50' SEE SHEET PR-3 MATCHLINE SEE SHEET PR-4MATCHLINE STA 436+00SEE SHEET PR -8 MATCHL INE STA 37+50SEE SHEET PR-7MATCHLINEROUTE 99 PLANT REMOVAL PLAN REMOVE Exist TREE, 1 TOTAL REMOVE Exist TREES, 2 TOTAL REMOVE Exist TREES, 2 TOTALCONCASPHASPHCONCASPH ASPHASPHCONCDIKEASPH370365360355365360355370375370365360355355355355355355355355355355355SR-99425 430 435 "A" LINE HOSKING AVE.157 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>8:35:44 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930se006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE LICENSEDLANDSAPEARCHI T E CTSignature Renewal Date Date C BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 IBI GROUP DAVIDA .NICHOLASNO.L4 5 494DAVID A. NICHOLASRAY WHITCHURCHDAVID A. NICHOLASTHIS PLAN ACCURATE FOR PLANT REMOVAL WORK ONLY LOCATION 6/18/2014 6/30/2015 238 LICENSED LANDSCAPE ARCHITECT 6/18/2014 DATE 7/18/2014 PLANS APPROVAL DATE 3 4 425 6 7 8 9 430 1 2 3 4 435 PR-7 SCALE: 1"=50'SEE SHEET PR-1MATCHLINE STA 410+00MATCHL INE STA 37+50 SEE SHEET PR -8 SEE SHEET PR-6MATCHLINESEE SHEET PR-2 MATCHLINE ROUTE 99 PLANT REMOVAL PLAN REMOVE Exist SHRUBS, 3800SF TOTAL REMOVE Exist SHRUBS, 1900SF TOTAL REMOVE Exist TREE, 1 TOTAL REMOVE Exist TREES, 3 TOTAL REMOVE Exist TREES, 25 TOTAL REMOVE Exist SHRUBS, 1900SF TOTAL REMOVE Exist SHRUBS, 3200SF TOTAL REMOVE Exist SHRUBS, 500SF TOTALASPHASPHCONC CONCASPHASPHDIKE355355355355360365370355360365355355355355SR-99415 420 HOSKING AVE."A" LINE 158 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>8:37:02 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930se007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE LICENSEDLANDSAPEARCHI T E CTSignature Renewal Date Date C BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 IBI GROUP DAVIDA .NICHOLASNO.L4 5 494DAVID A. NICHOLASRAY WHITCHURCHDAVID A. NICHOLASTHIS PLAN ACCURATE FOR PLANT REMOVAL WORK ONLY LOCATION 6/18/2014 6/30/2015 238 LICENSED LANDSCAPE ARCHITECT 6/18/2014 DATE 7/18/2014 PLANS APPROVAL DATE SEE SHEET PR-6MATCHLINE STA 37+50SEE SHEET PR-7MATCHLINE STA 37+50LIMIT-OF-WORK40 ASPH ASPHCONC SCALE: 1"=50' PLANT REMOVAL PLAN PR-8 HOSKING AVE. 159 REMOVE Exist SHRUBS, 5000SF TOTAL REMOVE Exist SHRUBS, 2600SF TOTAL CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>8:38:33 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930se008.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE LICENSEDLANDSAPEARCHI T E CTSignature Renewal Date Date C BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 IBI GROUP DAVIDA .NICHOLASNO.L4 5 494DAVID A. NICHOLASRAY WHITCHURCHDAVID A. NICHOLASTHIS PLAN ACCURATE FOR PLANT REMOVAL WORK ONLY LOCATION 6/18/2014 6/30/2015 238 LICENSED LANDSCAPE ARCHITECT 6/18/2014 DATE 7/18/2014 PLANS APPROVAL DATE IP-1 SCALE: 1"=50'MATCHLINE STA. 410+00MATCHLINE STA. 410+00LIMIT-OF-WORK STA. 400+00IRRIGATION PLAN NO IRRIGATION WORK ON THIS SHEET SEE SHEET IP-2SEE SHEET IP-7ROUTE 99 "A" LINE "H2" LINE "H4" LINE 160 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>8:39:28 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930sp001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS PLANS APPROVAL DATE COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE KAY HUTMACHERTHIS PLAN ACCURATE FOR IRRIGATION WORK ONLYDAN VEYNAKAY HUTMACHERLOCATION Signature Renewal Date DateLICENSEDLANDSAPEARCHI T ECTC K.S.HUTMACHE N O.24 5 5 R 5-2016 LICENSED LANDSCAPE ARCHITECT IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 6/18/2014 238 DATE 6/18/2014 7/18/2014 +1 2 3 4 405 6 7 8 9 9 6 7 8 9 IP-2 SCALE: 1"=50' IRRIGATION PLAN 1"-114-15-24 1 1/2"-114-16-31 THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY SEE SHEET IP-7SEE SHEET IP-1SEE SHEET IP-3MATCHLINEMATCHLINE STA 410+00MATCHLINE 06 KER 99 18.0/19.2 MATCHL INE STA 22+00 HOSKING AVE."A" LINEROUTE 99 SEE SHEET IP -5 "H4" LINE C 2" GV 1•" BV 1•" WSA 3" CAP IRR CONDUIT SEE LAYOUT PLANS 161 PB LEGEND - PULL BOX CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 141' PB 28' -0"56' -0"9' -7"329' PB PB 500' 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>8:40:29 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930sp002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS PLANS APPROVAL DATE COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE KAY HUTMACHERTHIS PLAN ACCURATE FOR IRRIGATION WORK ONLYDAN VEYNAKAY HUTMACHERLOCATION Signature Renewal Date DateLICENSEDLANDSAPEARCHI T ECTC K.S.HUTMACHE N O.24 5 5 R 5-2016 LICENSED LANDSCAPE ARCHITECT IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 6/18/2014 238 DATE 6/18/2014 7/18/2014 ++++1 2 3 4 415 6 7 8 9 420 1 2 3 9 620 1 2 31234 415 6 7 8 420 1 2 3 442569 14'12'12'12' IP-3 SCALE: 1"=50' MATCHL INE STA 22+00 MATCHLINE STA 438+00MATCHLINEMATCHLINE IRRIGATION PLAN THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY SEE SHEET IP-4SEE SHEET IP-6SEE SHEET IP-2SEE SHEET IP -5 DAN VEYNAKAY HUTMACHER1"-114-7-21 1"-114-3-30 1"-114-2-28 1"-114-1-21 1•"-114-5-22 1•"-114-4-21 1"-114-10-26 1"-114-8-4 1"-114-12-171"-114-13-181"-114-14-291•"-114-11-30 1•"-114-9-24 "H5" LI NE"A" LINEROUTE 99 "H6" LINEHOSKING AVE.SEE LAYOUT PLANS IRR CONDUITSEE LAYOUT PLANSirr XOVER3" GVC C C C 1"-114-6-9 3" GV1" WSA 1•" WSA1•" WSA1•" BV 3" GV 1" BV 1•" BV 3" CAP 3" CAP 1" WSA 1•" BV3" CAP-16 STA USED -36 STA AVAILABLE ICC '114' SEE LAYOUT PLANS IRR CONDUIT 3" GV 162 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 PB LEGEND - PULL BOX 433 391 182' 2 7 2' 270'60'PB PB PB PB PB PB 8-12-2016 JAMES N. SIMON12'12'12'x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>8:42:12 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930sp003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS PLANS APPROVAL DATE COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE KAY HUTMACHERTHIS PLAN ACCURATE FOR IRRIGATION WORK ONLYDAN VEYNAKAY HUTMACHERLOCATION Signature Renewal Date DateLICENSEDLANDSAPEARCHI T ECTC K.S.HUTMACHE N O.24 5 5 R 5-2016 LICENSED LANDSCAPE ARCHITECT IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 6/18/2014 238 DATE 6/18/2014 7/18/2014 254 425 6 7 8 9 430 1 2 3 4 435 6 7 625 6 7 89123463564 525 6 78 9 530 1 2 34535 6 7 4 630360'±44' SCALE: 1"=50'LIMIT-OF-WORKMATCHLINE STA 438+00MATCHLINE STA 436+00NO IRRIGATION WORK ON THIS SHEET THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY IRRIGATION PLANSEE SHEET IP-6SEE SHEET IP-3DAN VEYNAKAY HUTMACHER"H1" LINE "H5" LINE "A" LINEROUTE 99 IP-4 163 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>8:49:54 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930sp004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS PLANS APPROVAL DATE COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE KAY HUTMACHERTHIS PLAN ACCURATE FOR IRRIGATION WORK ONLYDAN VEYNAKAY HUTMACHERLOCATION Signature Renewal Date DateLICENSEDLANDSAPEARCHI T ECTC K.S.HUTMACHE N O.24 5 5 R 5-2016 LICENSED LANDSCAPE ARCHITECT IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 6/18/2014 238 DATE 6/18/2014 7/18/2014 9 440 1 2 3 4 7 8 9 140 1 9 540 SCALE: 1"=50'LIMIT-OF-WORK STA. 17+00MATCHLINE STA 22+00MATCHLINE STA 24+00THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY IRRIGATION PLAN IP-5SEE SHEET IP-3SEE SHEET IP-2DAN VEYNAKAY HUTMACHER"H4" LINE 164 SEE LAYOUT PLANS IRR CONDUIT HOSKING AVE. C C C 2" WM 3" GV 3" GV 2" WM WATER LINE Exist 12" CALWATER Prop 2" SERVICE LINE 5 HPBP 1•" RCVM 1•" RCVM 3" BPAE 3" BPAE 2" FS 2" FS 3" GV BAKERSFIELD R/W CITY OF 3" CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>8:52:09 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930sp005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS PLANS APPROVAL DATE COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE KAY HUTMACHERTHIS PLAN ACCURATE FOR IRRIGATION WORK ONLYDAN VEYNAKAY HUTMACHERLOCATION Signature Renewal Date DateLICENSEDLANDSAPEARCHI T ECTC K.S.HUTMACHE N O.24 5 5 R 5-2016 LICENSED LANDSCAPE ARCHITECT IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 6/18/2014 238 DATE 6/18/2014 7/18/2014 8 9 20 1 7 8 SCALE: 1"=50'LIMIT-OF-WORK STA. 17+00MATCHLINE STA 22+00MATCHLINE STA 24+00THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY IRRIGATION PLAN IP-5SEE SHEET IP-3SEE SHEET IP-2DAN VEYNAKAY HUTMACHERSEE LAYOUT PLANS IRR CONDUIT HOSKING AVE. "H4" LINE C C C BAKERSFIELD EASEMENT CITY OF R/WR/WR/W R/W 3"BAKERSFIELD R/WCITY OFBAKERSFIELD R/WCITY OF164 r CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 REVISED SHEET r 156'42' 3' 5' 8' 13' 50' 1•" FS 1•" RCVM (EAST) PUMP 113 (WEST) PUMP 114 500' 72' 72' 44 '31'168' 145' 10' 30' 10' 5'4'(EAST) WATER METER (WEST) WATER METER PB LEGEND PB PB CCO 29 MANHOLE Exist WATER DI BOX - PULL BOX - 5HPBP - 1•" RCVM - 1•" FS - 3" GV - 2' WM - 3" BPAE JAMES N. SIMON 8-12-2016 x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>8:56:46 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930sp005r.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS PLANS APPROVAL DATE COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE KAY HUTMACHERTHIS PLAN ACCURATE FOR IRRIGATION WORK ONLYDAN VEYNAKAY HUTMACHERLOCATION Signature Renewal Date DateLICENSEDLANDSAPEARCHI T ECTC K.S.HUTMACHE N O.24 5 5 R 5-2016 LICENSED LANDSCAPE ARCHITECT IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 6/18/2014 DATE 6/18/2014 7/18/2014 8 9 20 1 7 8 IP-6 SCALE: 1"=50' MATCHL INE STA 37+50 MATCHLINE STA 436+00MATCHLINE MATCHLINETHIS PLAN ACCURATE FOR IRRIGATION WORK ONLY IRRIGATION PLANDAN VEYNAKAY HUTMACHERSEE SHEET IP-4SEE SHEET IP -8SEE SHEET IP-7SEE SHEET IP-3 1"-113-1-26 1•"-113-2-25 "H1" LINE HOSKING AVE."H3" LINE ROUTE 99 "A" LINE C SEE LAYOUT PLANSIRR CONDUIT SEE LAYOUT PLANSIRR CONDUIT 1•" BV 3" CAP 1•" WSA3" GV3" 165 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 PB LEGEND - PULL BOX ONLY 149' CROSSOVER 58'67'75'5'24'PB 85' 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>8:59:50 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930sp006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS PLANS APPROVAL DATE COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE KAY HUTMACHERTHIS PLAN ACCURATE FOR IRRIGATION WORK ONLYDAN VEYNAKAY HUTMACHERLOCATION Signature Renewal Date DateLICENSEDLANDSAPEARCHI T ECTC K.S.HUTMACHE N O.24 5 5 R 5-2016 LICENSED LANDSCAPE ARCHITECT IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 6/18/2014 238 DATE 6/18/2014 7/18/2014 1353 4 325 6 7 8 9 912023125 6 7 8 9 130 1 2 3 4 135 4 SCALE: 1"=50' MATCHLINE MATCHLINE STA 410+00IRRIGATION PLAN IP-7DAN VEYNAKAY HUTMACHERSEE SHEET IP-1SEE SHEET IP-2 SEE SHEET IP -8 1•"-113-18-23 1•"-113-13-28 1•"-113-17-28 1"-113-16-30 1"-113-15-9 1"-113-14-22 1"-113-12-16 1"-113-9-12 1"-113-8-22 1•"-113-7-24 1"-113-11-19 1"-113-10-9 1"-113-6-18 1•"-113-4-19 1•"-113-3-26 "H2" LI NEROUTE 99 "A" LINE "H3 " LI NE HOSKING AVE.SEE SHEET IP-6MATCHLINEC -18 STA USED -36 STA AVAILABLE ICC '113' SEE LAYOUT PLANS IRR CONDUIT SEE LAYOUT PLANS IRR CONDUIT 3" C C MATCHL INE STA 37+50 1"-113-5-19 3" CAP 1•" WSA 1•" WSA 1•" BV 1•" BV 1•" WSA 1•" BV 3" CAP 3" GV 3" GV 166 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 PB - PULL BOX LEGEND - ICC 113 ONLY 149' CROSSOVER -18 STA USED -36 STA AVAILABLE ICC 113' 447' 72'49'-0"PB 12' PB 7 3' 62' SEE LAYOUT PLANS IRR CONDUIT 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>9:02:45 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930sp007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS PLANS APPROVAL DATE COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE KAY HUTMACHERTHIS PLAN ACCURATE FOR IRRIGATION WORK ONLYDAN VEYNAKAY HUTMACHERLOCATION Signature Renewal Date DateLICENSEDLANDSAPEARCHI T ECTC K.S.HUTMACHE N O.24 5 5 R 5-2016 LICENSED LANDSCAPE ARCHITECT IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 6/18/2014 238 DATE 6/18/2014 7/18/2014 1 234 8220 1 2 31012343156789 320 1 2 215 6 7 9 SCALE: 1"=50'LIMIT-OF-WORKMATCHLINE STA 37+50NO IRRIGATION WORK ON THIS SHEET IRRIGATION PLAN IP-8MATCHLINE STA 37+50SEE SHEET IP-7SEE SHEET IP-6DAN VEYNAKAY HUTMACHER"H1" LINE HOSKING AVE. 167 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>9:04:23 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930sp008.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS PLANS APPROVAL DATE COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE KAY HUTMACHERTHIS PLAN ACCURATE FOR IRRIGATION WORK ONLYDAN VEYNAKAY HUTMACHERLOCATION Signature Renewal Date DateLICENSEDLANDSAPEARCHI T ECTC K.S.HUTMACHE N O.24 5 5 R 5-2016 LICENSED LANDSCAPE ARCHITECT IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 6/18/2014 238 DATE 6/18/2014 7/18/2014 8 9 40 1 2 7 8 XX-X-XX-XX-XX -XX PLAN NOTES: . . ... . . . . . . .. . ... ........ . . . . . . .......... ...... . . . .. . . . .. . .. . .. . . .. . . . . . . . . .. . . . . . .. . . . . .. ............ . . . . . . . . . . . . . . . TYPICAL THRUST BLOCKSSYMBOLDESCRIPTION SPRAY PATTERNGALLONS PER HOURTYPEPLASTICGALVANIZEDDISCHARGE RISER MATERIAL REMARKS 2 PRESSURE COMPENSATINGGALLONS PER MINUTETHE DISCHARGE AND RADII SHOWN REFLECT ITS USE. 2 - IF A PRESSURE COMPENSATING DEVICE IS SPECIFIED, 3 - VINYL-COATED CAST IRON HOUSING. CURBS, SIDEWALKS, AND DIKES. 5 - UNLESS OTHERWISE SHOWN ON PLANS. 4 - SWING JOINTS REQUIRED ADJACENT TO SHOULDERS,(GPM)1 - SEE SPECIAL PROVISIONS.(GPH)HEIGHT (INCH)PLUS/MINUS 5%INLET CONNECTION(NPT INCH)APPLICABLE WHEN CIRCLED BELOW: X IN BOX DENOTES REQUIREMENTOPERATING PRESSURE (psi)RADIUS (ft)WIDTH x LENGTH (ft)FLOW SHUTOFF DEVICETYPESPRINKLER ASSEMBLY POP-UP HEIGHT (INCH)SIZE (IPS INCH)6 - INTEGRATED CHECK VALVE. 30 X 0.20 7 - MATCHED PRECIPITATION RATE NOZZLES. IRRIGATION SPRINKLER SCHEDULE 8 - SPRINKLER REQUIRES DRAIN CHECK VALVE.SWING JOINT (TYPE)Q 5 4•XII I 9 9 30 X 0.20Q 5 4•XII I 10 10 1" (*) UNLESS DESIGNATED OTHERWISE ON PLANS 32 2" 8 12 22 30 50 PLANT BASIN ASSEMBLY OR BUBBLER, Typ TREE WELL SPRINKLER RCV (SEE PIPE SIZING CHART) PIPE SIZE 2. Install bubbler within basin. up-hill side of plant when on slope. 1. Install tree well sprinkler assembly on SLOPE TYPE C-3 SPRINKLER INSTALLATION RISER SPRINKLER ASSEMBLY CENTER OF ROOTBALL. LOCATE SPRINKLER ON THE UPHILL SIDE 3' FROM WELL TREE (TYPE)SPRINLKER PROTECTOR(*) SIZE PIPEBY TYPE No. SPRINKLERS ƒ" 1‚" 1•" PER MINUTE GALLONS SPRINKLER ASSEMBLY RISER / TREE WELL QUANTITY OF TYPE C SPRINKLERS VALVE CODE Gal/min RCV SIZE IRRIGATION CONTROLLER VALVE IN PARALLEL (IF APPLICABLE) CONTROLLER STATION LATERAL LINE PIPE SIZING CHART IRRIGATION DETAILS ID-1 (TYPICAL) CONCRETE THRUST BLOCK TREE WELL SPRINKLER ASSEMBLY SPRINKER TYPEBUBBLER BUBBLER ON THE UPHILL SIDE. PER TREE ON OPPOSITE SIDES OF THE TREE, AND ONE SYMBOL DENOTES (2) TREE WELL SPRINKLERS 54 100 135 225 TREE OR VINE BASIN ASSEMBLY, SHRUB RISER SPRINKLER 168 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>9:05:36 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930sq001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS PLANS APPROVAL DATE COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE KAY HUTMACHERTHIS PLAN ACCURATE FOR IRRIGATION WORK ONLYDAN VEYNAKAY HUTMACHERLOCATION Signature Renewal Date DateLICENSEDLANDSAPEARCHI T ECTC K.S.HUTMACHE N O.24 5 5 R 5-2016 LICENSED LANDSCAPE ARCHITECT IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 6/18/2014 238 DATE 6/18/2014 7/18/2014 Min FG4".......... . . . . . . . ..........BPE GV 2" Typ 2" Typ 2'-0" Min ELEVATION FG 2'-0"4"Typ .................. . . . . . . . . .. . . . . . . . GV 2" Typ BPE .. . . . . . . ..........2" TypU ULIFTING HANDLE EACH SIDE LOCK-GUARD FLOW SUPPLY LINE (MAIN) FROM WM COMPACTED OR UNDISTURBED PCC PAD #3 Reinf BAR Typ BACKFLOW UNION, Typ SOIL, Typ UNION, Typ #3 Reinf BAR Typ LIFTING HANDLE LOCK-GUARD TEE W/THREADED PLUG SUPPLY LINE (MAIN) FROM WM FLOW COMPACTED OR UNDISTURBED PCC PAD BACKFLOW THRUST BLOCK, Typ Min 2 ftÅ OF PCC FOR SUPPLY LINE (MAIN) PIPE 2" AND LARGER SOIL,Typ Min 1 ftÅ OF PCC FOR SUPPLY LINE (MAIN) PIPE 1•" AND SMALLER Min 2 ftÅ OF PCC FOR SUPPLY LINE (MAIN) PIPE 2" AND LARGER SEE GALVANIZED OR COPPER PIPE CONNECTION TO PLASTIC PIPE DETAIL THRUST BLOCK, Typ BV OR GV, Typ BV OR GV, Typ Min 1 ftÅ OF PCC FOR SUPPLY LINE (MAIN) PIPE 1•" AND SMALLER TEE W/THREADED PLUG 2" Min 18" Max12" Min2" Min, Typ TAPE, Typ 2" Min 2" Min, Typ 18" Max12" Min6" Min (ALL SIDES) TAPE, Typ SEE GALVANIZED OR COPPER PIPE CONNECTION TO PLASTIC PIPE DETAIL 6" Min (ALL SIDES) BACKFLOW PREVENTER ASSEMBLY ELEVATION BACKFLOW PREVENTER ASSEMBLY WS WS CLASP OR LATCH FOR PADLOCK (SEE NOTE 3) (SEE NOTE 3) ON REVISED STANDARD PLAN RSP H7 ON REVISED STANDARD PLAN RSP H7 CLASP OR LATCH FOR PADLOCK IN TWO PIECE ENCLOSURE IN ONE PIECE ENCLOSURE the backflow preventer shown on the plans. 1. Wye strainer and fittings must be the same size as 2. Backflow preventer assembly manifold pipe must be the same pipe as the supply line (main) pipe to be installed from the water meter to the backflow preventer assembly. NOTES: wrapped with 2" wide plastic backed adhesive polyethylene tape 20 mil thick with •" overlap. 3. All metal in contact with soil and Portland Cement Concrete must be VALVE BOX COIL 3' OF WIRE IN BOX SLIP COUPLING FLOW FLOW SECTION FLOW SENSOR IRRIGATION DETAILS6" Max4" MinOF FLOW SENSOR FLOW DOWNSTREAM UNINTERUPTED Min OF STRAIGHT 5 x PIPE Dia OF FLOW SENSOR FLOW UPSTREAM UNINTERUPTED Min OF STRAIGHT 10 x PIPE Dia CONTROLLER IRRIGATION CONNECT TO REDUCING BUSHING TEE MOUNTED FLOW SENSOR •"TO BOLT) (SPOT WELD NUT PIVOT POINT WITH BLANLET PREVENTER WITH BLANLET PREVENTER TO BOLT) (SPOT WELD NUT PIVOT POINT, Typ 1"1"ID-2 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 169 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>9:06:44 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930sq002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS PLANS APPROVAL DATE COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE KAY HUTMACHERTHIS PLAN ACCURATE FOR IRRIGATION WORK ONLYDAN VEYNAKAY HUTMACHERLOCATION Signature Renewal Date DateLICENSEDLANDSAPEARCHI T ECTC K.S.HUTMACHE N O.24 5 5 R 5-2016 LICENSED LANDSCAPE ARCHITECT IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 6/18/2014 238 DATE 6/18/2014 7/18/2014 IRRIGATION DETAILS ID-3 170 IRRIGATION MAINLINE METER BACKFLOW PREVENTER 75 DESCRIPTIONSIZEGPM REMOTE CONTROL VALVE 2" WORST CASE PRESSURE CALCULATIONS 28 3" 3" 3.7 12.4 3.0 12.0 LATERAL LINE LOSSES LOSS (GAIN) FROM ELEVATION TOTAL REQUIRED TOTAL SYSTEM LOSS SPRINKLER HEAD REQUIRED 0' X 0.433 = 0 RESIDUAL AVAILABLE PRESSURE REQUIRED PRESSURE INCREASE 1.5" 5.5 3.7 35.3 65.3 50.0 30.0 25.0 9.7 (5.0) CONTROLLER 113 IRRIGATION MAINLINE METER BACKFLOW PREVENTER 75 75 DESCRIPTIONSIZEGPM REMOTE CONTROL VALVE 2" WORST CASE PRESSURE CALCULATIONS 75 31 3" 3" 3.7 5.1 3.0 12.0 LATERAL LINE LOSSES LOSS (GAIN) FROM ELEVATION TOTAL REQUIRED TOTAL SYSTEM LOSS SPRINKLER HEAD REQUIRED 0' X 0.433 = 0 RESIDUAL AVAILABLE PRESSURE REQUIRED PRESSURE INCREASE 19.7 4.3 42.8 72.8 50.0 30.0 25.0 2.2 (5.0) CONTROLLER 114 VALVE NO. 17, 28 GPM WORST CASE PRESSURE CALCULATION FOR CONTROLLER 113, 75 75 VALVE NO. 4, 31 GPM WORST CASE PRESSURE CALCULATION FOR CONTROLLER 114, 1.5" LOSS (PSI)LOSS (PSI) CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>9:07:58 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930sq003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS PLANS APPROVAL DATE COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE KAY HUTMACHERTHIS PLAN ACCURATE FOR IRRIGATION WORK ONLYDAN VEYNAKAY HUTMACHERLOCATION Signature Renewal Date DateLICENSEDLANDSAPEARCHI T ECTC K.S.HUTMACHE N O.24 5 5 R 5-2016 LICENSED LANDSCAPE ARCHITECT IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 6/18/2014 238 DATE 6/18/2014 7/18/2014 WEATHERPROOF . . . . . . .. .. . . . . . . .. .. . . . . .. . . . . . . .. .. . . . . . . .. .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . STORAGE COMPARTMENT A SILICONE SEALANT LEGEND HANDLE FOR PADLOCK, AND STORAGE FOR PLANS B DOOR WITH THREE POINT LOCKING MECHANISM, FLUSH-MOUNTED ACCESS C CONTINUOUS STAINLESS STEEL PIANO HINGE D LOUVERS AT TOP AND BOTTOM FOR CROSS VENTILATION I PCC PAD AND FOUNDATION . . . . . . . D D J I B C B A C D I J O L K M N M N BOLTS WITH WASHERS AND HEX HEAD LOCKNUTS J FG ON-OFF SWITCH, SEE DETAIL "D" ON THIS SHEET L SIZE 27, TYPE 3 CONDUIT FOR ELECTRICAL SERVICE A STAINLESS STEEL CONTROLLER ENCLOSURE CABINET H SURGE PROTECTION SIDE SECTION R BRUSHED ALUMINUM MOUNTING BOARD, SECURED WITH STAINLESS STEEL BOLTS M SIZE 41, TYPE 3 CONDUIT FOR RCVMF INPUT WIRING O SIZE 13, TYPE 4 CONDUIT G JUNCTION BOX E No. 8 AWG GROUND CONDUCTOR R S P O H E Q (NOT NEEDED WITH POLE MOUNT ANTENNA) N N SIZE 53, TYPE 3 CONDUIT FOR LOW VOLTAGE WIRING(2 FOR TYPE A CABINET, 3 FOR TYPE B CABINET) S TERMINAL STRIPS FOR LOW VOLTAGE WIRE CONNECTIONS FRONT ELEVATION P 2 GANG WEATHER PROOF BOX WITH GROUND FAULT PROTECTED RECEPTACLE AND100 A F Q T O SINGLE CONTROLLER LAYOUT(TYPE A) SR36"2",Typ 1" CHAMFER 1"31.5"36" 2",Typ 12" J …" DIAMETER, 2-3/4" LONG, WINGED STAINLESS STEEL ANCHOR K † X 10' LONG COPPER CLAD STEEL ROD GROUND ELECTRODE AND GROUND CLAMP ‚" BEAD FLEXIBLE F LOW PRO ANTENNA AND CABLE (AS NECESSARY) Q STAINLESS STEEL MOUNTING PANEL(10 GAUGE Min. THICKNESS), ATTACHED TO ENCLOSURE T IRRIGATION CONTROLLER U RJ-11 PHONE JACK U ID-4 24"12"WEATHERPROOF ‚" BEAD FLEXIBLE SILICONE SEALANT 6"12"A No.5 PB FG 6" 5' CABINET, SECURITY DOOR, AND FOUNDATION IRRIGATION DETAILS CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 171 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>9:08:56 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930sq004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS PLANS APPROVAL DATE COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE KAY HUTMACHERTHIS PLAN ACCURATE FOR IRRIGATION WORK ONLYDAN VEYNAKAY HUTMACHERLOCATION Signature Renewal Date DateLICENSEDLANDSAPEARCHI T ECTC K.S.HUTMACHE N O.24 5 5 R 5-2016 LICENSED LANDSCAPE ARCHITECT IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 6/18/2014 238 DATE 6/18/2014 7/18/2014 ID-5 IRRIGATION DETAILS A CHECK VALVE A W/ TOUCHSCREEN CONTROL CABINET (3", 150#) FLANGE DISCHARGE 150#) (3", VALVE BYPASS 150#) (3", FLANGE INTAKE FLOW SWITCH 5 HP PUMP HORIZONTAL DISCHARGE PRESSURE GAUGE INTAKE PRESSURE GAUGE ELEVATION PLAN VIEW SECTION A-A BOOSTER PUMP DETAIL NTS 172 NOTE: PUMP SPECIFICATION: BOOST REQUIRED = 25 PSI FLOW RATE = 75 GPM BAKERSFIELD PER CITY OF INLET PRESSURE = 50 PSI 1. SEE ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9307 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>2:23:35 PM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930sq005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS PLANS APPROVAL DATE COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE KAY HUTMACHERTHIS PLAN ACCURATE FOR IRRIGATION WORK ONLYDAN VEYNAKAY HUTMACHERLOCATION Signature Renewal Date DateLICENSEDLANDSAPEARCHI T ECTC K.S.HUTMACHE N O.24 5 5 R 5-2016 LICENSED LANDSCAPE ARCHITECT IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 6/18/2014 238 DATE 6/18/2014 7/18/2014 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON ----- --- -- --- -- - 2665 --- 836 - -- --- ----- --- - -- -- 1" EA 3" --- - ----- --- - - - --- ---2- - --- - - -- -2- - 3 --- 21 -1- - --- - - -- --- - 3 --1 31 -1- ----- --- -- -- --- ----- - ----- --- -- --- -1428 EA EA 3" 2"SPRINKLERTYPE-- 2"-EA CL 315VALVES & VALVE ASSEMBLY-- EA EA EA EA EA 2 2 2 EA EA EA EA LF 1'" LF EA EA EA EA EA -- -- ----- ---GSP-3"LF - 2-2 EA 2"----2 ----- LF250 3" -GSP2 5986 8 2 2 2 22 - 12 10 1 BOOSTER PUMP CONTRFS CABLE VALVES & VALVE ASSEMBLYTOTAL 2 UNIT BPADESCRIPTION 2 EA EA EA EA EA EA EA EA EA EA 2 - 2 - - EA EA LF SHEET NUMBER LF CEC3/4" - 2 2 2" 3" 11/2" 1"SCH 4012 5986 8 - - 2 22 - 11/2" 24 STA ENCL 36 STA DBL SINGLE PLASTIC PIPEIN CONDUITSUPPLY LINE3" BLANKET WSABVPRV1" 2"RCVFSGVFVOCV752 - 870 612762 256228 - 237 811 127 14 -- 783753 748 21040 - 598694 905 874804 IRR LINEPLASTIC PIPEW/EMITTERS PPL428263 -- --- 302259 277 -219 -93 188 -- 189-19 -- -85 - 1106 62 44 1430 52 774715 114 34201 1192 - 213 -182 --- 559804 21 6416 822742 505 11831246911571 30 1268 960809 799 1094607 -60 203 -- 259-270 112 65 UNIT SCH 401 32 DESCRIPTION SUPPLY LINEPLASTIC PIPE0 54 6 7 1110 12 141365798 GSP2"DIPSPRINKLER1615 VALVE NO/CONTROLLER 114 1 1/2" 1" 48 VALVE NO/CONTROLLER 113 9 1110 EA 43 LF LF LF 1817 1 321312141615 13 -- --- --2- 101 1 --- - - - 1- --- 1-- ----- --- - - --- -- - 3 --- ----- ----- 1 1-6 1- - 10 1 -4 --3 3- ----- 1 DESCRIPTION BLANKET BPADBL SINGLE CECCONTRENCL 3" BOOSTER PUMP 36 STA" 24 STA 0 - 0 IP-7IP-6 --- IP-2IP-1 IP-3 IP-5IP-4 1 -- --- - - UNIT WSABVPRV1" 2"RCVFSGVFVOCVSCH 40IN CONDUITPLASTIC PIPECL 315SUPPLY LINE3" 11/2" 2"FS CABLE 11/2"IRR IRRIRRIGATION QUANTITIES IQ-1 1 2 7 EA EA 1" 11/2" 1 2 7 250 2 2 2 - - - - - - - - - -- 1" 1" 11/2" EA EA EA 250 -CL 3150 - - 980 530 272 231 975 EA EA 10 16 14--------------------------- -- - 1931 1 10 1931 RSA TWSA RSA TWSA 16 40 40 160 ABBREVIATIONS TWSA - TREE WELL SPRINKLER ASSEMBLY RSA - RISER SPRIKNLER ASSEMBLY ----- - 23358 6044 1076 1409 11/2" 11/4" 3508 138 160 132 120 108 59 95 78 142 111 170 136 117 102 137 150 156 107 105 116 129 134 84 143 127 14 92 89 93 88 90 173 x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>9:11:12 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930sr001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS PLANS APPROVAL DATE COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE KAY HUTMACHERTHIS PLAN ACCURATE FOR IRRIGATION WORK ONLYDAN VEYNAKAY HUTMACHERLOCATION Signature Renewal Date DateLICENSEDLANDSAPEARCHI T ECTC 5-2016 LICENSED LANDSCAPE ARCHITECT IBI GROUP BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 238 DATE 6/18/2014 7/18/2014 K.S.HUTMACHE N O.24 5 5 R 6/18/2014 4 3 5 2 6 7 APPLICABLE WHEN CIRCLED: Quantities shown are "per plant" unless 2 Does not apply to mulch areas. As shown on plans. Unless otherwise shown on plans. See detail. 1 8 9 shown as ft application rates. PLANT BASIN TYPE TRVD WAY PVMT FENCE DITCH DITCH REMARKSEACH PLANTING PLT ESTB PLANT LIST AND PLANTING SPECIFICATIONS No 1 UNDERLINED PORTIONS OF BOTANICAL NAME INDICATE ABBREVIATIONS USED ON PLANTING PLANS. 1 2 (FEET) (inches)1GROUP PLANT SYMBOL BOTANICAL NAME COMMON NAME SIZE IRON SULFATE SOIL AMEND WALL PAVED EARTH ON CENTER STAKING PLANTING LIMITSCOMMERCIAL FERTILIZER DIA DEPTH HOLE SIZEQUANTITY 4 3 MINIMUM DISTANCE (FT) FROMMULCH BASIN 1 A 5 No. 1 8 2 11PROSTRATE ACACIA 0.01yd3 0.02yd3 No. 1 8 2 11 0.01yd3 0.02yd3JUSTICIA SPICIGERA MEXICAN HONEYSUCKLE No. 1 8 2 11 0.01yd3 0.02yd3 22 6 20 20 20 20 12 56666 15 15 10 10 12 8 COVER EVERGREEN GROUND- SHRUB SHRUB .25 lbs .25 lbs .25 lbs .24 lbs .24 lbs .24 lbs PL-1PLANT LIST Sufficient to receive root ball. See Special Provisions. rootball. Twice the diameter of U 352 LEGEND: REMOVE Exist PLANT MATERIAL SECTION 2 STAKES FG ROOT BALL * * MODIFIED TREE STAKING FROM BOTTOM OF TREE CROWN WHERE APPLICABLE. TREE TIES,Typ PLAN PREVAILING WIND TREE TREE STAKES TREE TIES 2" 18" Min TOP OF STAKES TO HAVE MINIMUM 4" CLEARANCE ACACIA REDOLENS 'LOW BOY' 2. EXOTIC PLANTS PRESCRIBED BY CALTRANS. ABBREVIATIONS USED ON PLANTING PLANS. 1. UNDERLINED PORTIONS OF BOTANICAL NAMES INDICATE NOTE: No. 1 8 2 11 0.01yd3 0.02yd 10 7 7 8 8 EVERGREEN SHRUB 8.25 lbs .24 lbs QUERCUS LOBATA 80 2 11 0.06yd3 6 30 20 20 22VALLEY OAK DECIDUOUS TREE.50 lbs .48 lbs 93020 SYMBOL DESCRIPTION QUANTITY (SF) QUANTITY (CY) DETAIL EROSION CONTROL PLACED STONE 117,820 SF 64,312 SF N/A 15,069 CY 3,190 CY SEE TABLE THIS SHEET SEE SHEET LP-1 SEE SHEET LP-1 FIRST APPLICATION SECOND APPLICATION WOOD FIBER 3,500 LBS / ACRE SEED 32.0 LBS / ACRE COMPOST 0.5 CY / ACRE WOOD FIBER 1,600 LBS / ACRE COMMERCIAL FERTILIZER 22.0 LBS / ACRE FIBER AND TACKIFIER 3,000 LBS / ACRE CELLULOSE FIBER 0.5 CYS / ACRE SPECIES ACHILLEA MILLEFOLIUM HORDEUM BRACHYANTHERUM LUPINUS BICOLOR MUHLENBERGIA MICROSPERMA NASSELLA CERNUA POA SECUNDA VULPIA MICROSTACHYS LUPINUS NANUS COMMON NAME WHITE YARROW MEADOW BARLEY PYGMY-LEAVED LUPINE DEER GRASS PURPLE NEEDLE GRASS PINE BLUEGRASS SMALL FESCUE SKY LUPINE BULK LBS/ACRE 1.00 6.00 2.00 2.00 5.00 6.00 8.00 2.00 32.00 83 63 79 25 54 72 85 74 installed. area where plants are to be Spread mulch to 3" over entire - - - - No. 15 2 .25 lb 31.00yd SALVIA "BEES BLISS" HETEROMELES ARBUTIFOLIA SAGE TOYON WOOD MULCH EROSION CONTROL - (HYDROSEED) NON-IRRIGATED HYDROSEED MIX; TWO-PART HYDROSEED APPLICATION (HYDROSEED) N/A 852 1,240 1,062 174 06-0C9304CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE DELETED, REPLACED WITH WOOD MULCH, CCO 36 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>9:12:17 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930st001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE LICENSEDLANDSAPEARCHI T E CTSignature Renewal Date Date C BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 IBI GROUP DAVIDA .NICHOLASNO.L4 5 494DAVID A. NICHOLASRAY WHITCHURCHDAVID A. NICHOLASLOCATION 6/18/2014 6/30/2015 238 LICENSED LANDSCAPE ARCHITECT DATE 6/18/2014 7/18/2014 PLANS APPROVAL DATE PP-1 SCALE: 1"=50' PLANTING PLANMATCHLINE STA. 410+00SEE SHEET PP-2SEE SHEET PP-7MATCHLINE STA. 410+00LIMIT-OF-WORK STA. 400+00PAVING) SEE CIVIL CONCRETE (TEXTURED 2,391 SF MINOR 1/2"=1'-0" PLACED STONE DETAIL OBTAIN FLAT SURFACE STONE-COMPACT/ROLL TO MINIMIZE GAPS BETWEEN COMPACTED SUBGRADE PLACE STONE, THEN COMPACT/ROLL IN SIZE FROM 6"-12" DIA. COMPACTED STONE RANGING SLOPE PLAN TO OBTAIN SURFACE STONE-COMPACT/ROLL MINIMIZE GAPS BETWEEN SECTION 2SECTION 1 COMPACTED SUBGRADE ROUTE 99 "A" LINE "H2" LINE "H4" RAMP COMPACT/ROLL AFTER PLACEMENT WOOD MULCH-6" MINIMUM DEPTH 1/2"=1'-0" WOOD MULCH DETAIL PLANT ESTABLISHMENT ROADSIDE CLEARING AND PLANT ESTABLISHMENT ROADSIDE CLEARING AND LEGEND: PLANT ESTABLISHMENT ROADSIDE CLEARING AND 636 CY ON THIS SHEET & TABLE ON PL-1) WOOD MULCH (TYP) (SEE WOOD MULCH DETAIL 625 CY ON THIS SHEET & TABLE ON PL-1) WOOD MULCH (TYP) (SEE WOOD MULCH DETAIL 175 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>9:13:14 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930su001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE LICENSEDLANDSAPEARCHI T E CTSignature Renewal Date Date C BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 IBI GROUP DAVIDA .NICHOLASNO.L4 5 494DAVID A. NICHOLASRAY WHITCHURCHDAVID A. NICHOLASTHIS PLAN ACCURATE FOR LANDSCAPE WORK ONLY LOCATION 6/18/2014 6/30/2015 238 LICENSED LANDSCAPE ARCHITECT DATE 6/18/2014 7/18/2014 PLANS APPROVAL DATE 6" 1'-4" 1 2 1 2 3 4 405 6 7 8 9 9 6 7 8 9 2 2 PP-2 SCALE: 1"=50' PLANTING PLAN SEE SHEET PP -5 MATCHLINESEE SHEET PP-3MATCHLINE STA 410+00SEE SHEET PP-115' SERVICE ACCESS ROAD (TEXTURED PAVING SEE CIVIL) 2,091 SF MINOR CONCRETE 15 ACA RED 9,440 SF PLACED STONE 5 QUE LOB 92 HET ARB SEE SHEET PP-7 MATCHLINE 5,166 SF MINOR CONCRETE (TEXTURED PAVING) (GORE PAVING) ROUTE 99 "A" LINE HOSKING AVE.MATCHL INE STA 22+00 "H4" LINE PP-1 & TABLE ON PL-1) WOOD MULCH (TYP) (SEE DETIAL ON 18 SAL 580 CY TABLE ON PL-1) (SEE DETAIL ON PP-1 & WOOD MULCH (TYP) PLANT ESTABLISHMENT ROADSIDE CLEARING AND 795 CY TABLE ON PL-1) (SEE DETAIL ON PP-1 & WOOD MULCH (TYP) (HYDROSEED) 27,237 SF EROSION CONTROL 90 JUS SPI 176 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 CCO 36 WOOD MULCH 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>9:14:21 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930su002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE LICENSEDLANDSAPEARCHI T E CTSignature Renewal Date Date C BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 IBI GROUP DAVIDA .NICHOLASNO.L4 5 494DAVID A. NICHOLASRAY WHITCHURCHDAVID A. NICHOLASTHIS PLAN ACCURATE FOR LANDSCAPE WORK ONLY LOCATION 6/18/2014 6/30/2015 238 LICENSED LANDSCAPE ARCHITECT DATE 6/18/2014 7/18/2014 PLANS APPROVAL DATE 360 3 7 0 370380 360 360 370 14'12'12'12'1 2 3 4 415 6 7 8 9 420 1 2 3 9 620 1 2 31234 415 6 7 8 420 1 2 3 442569 PP-3 SCALE: 1"=50' PLANTING PLAN SEE SHEET PP -5 MATCHL INE STA 22+00 SEE SHEET PP-4MATCHLINE STA 438+00MATCHLINE SEE SHEET PP-6MATCHLINESEE SHEET PP-28 QUE LOB 20 QUE LOB 107 ACA RED 317 JUS SPI 299 HET ARB 111 HET ARB 143 JUS SPI 7 QUE LOB 67 ACA RED 106 JUS SPI ROUTE 99 "A" LINE "H5" LI NE"H6" LINEHOSKING AVE.(TEXTURED PAVING) SEE CIVIL 13,196 SF MINOR CONCRETE (HYDROSEED) 14,200 SF EROSION CONTROL (HYDROSEED) 32,177 SF EROSION CONTROL 214 SAL 84 SAL 32 SAL 38 HET ARB 70 CY ON PP-1 & TABLE ON PL-1) WOOD MULCH (TYP) (SEE DETAIL PLANT ESTABLISHMENT ROADSIDE CLEARING AND (TEXTURED PAVING) SEE CIVIL 501 SF MINOR CONCRETE (TEXTURED PAVING) SEE CIVIL 2,339 SF MINOR CONCRETE (TEXTURED PAVING) SEE CIVIL 1,591 SF MINOR CONCRETE 1,716 CY ON PP-1 & TABLE ON PL-1) WOOD MULCH (TYP) (SEE DETAIL 1,837 CY ON PP-1 & TABLE ON PL-1) WOOD MULCH (TYP) (SEE DETAIL PLANT ESTABLISHMENT ROADSIDE CLEARING AND 177 * WOOD MULCH CCO 36 * * * * CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>9:15:43 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930su003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE LICENSEDLANDSAPEARCHI T E CTSignature Renewal Date Date C BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 IBI GROUP DAVIDA .NICHOLASNO.L4 5 494DAVID A. NICHOLASRAY WHITCHURCHDAVID A. NICHOLASTHIS PLAN ACCURATE FOR LANDSCAPE WORK ONLY LOCATION 6/18/2014 6/30/2015 238 LICENSED LANDSCAPE ARCHITECT DATE 6/18/2014 7/18/2014 PLANS APPROVAL DATE 350 350 350 350360 360 360370360360370 12'12'12'254 425 6 7 8 9 430 1 2 3 4 435 6 7 625 6 7 89123463564 525 6 78 9 530 1 2 34535 6 7 4 630 PP-4 SCALE: 1"=50' PLANTING PLANLIMIT-OF-WORKSEE SHEET PP-3MATCHLINE STA 438+00SEE SHEET PP-6MATCHLINE STA 436+00ROUTE 99 "A" LINE "H5" LINE "H1" LINE PLANT ESTABLISHMENT ROADSIDE CLEARING AND PLANT ESTABLISHMENT ROADSIDE CLEARING AND 469 CY TABLE ON PL-1) (SEE DETAIL ON PP-1 & WOOD MULCH (TYP) 299 CY TABLE ON PL-1) (SEE DETAIL ON PP-1 & WOOD MULCH (TYP) 178 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>9:17:11 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930su004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE LICENSEDLANDSAPEARCHI T E CTSignature Renewal Date Date C BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 IBI GROUP DAVIDA .NICHOLASNO.L4 5 494DAVID A. NICHOLASRAY WHITCHURCHDAVID A. NICHOLASTHIS PLAN ACCURATE FOR LANDSCAPE WORK ONLY LOCATION 6/18/2014 6/30/2015 238 LICENSED LANDSCAPE ARCHITECT DATE 6/18/2014 7/18/2014 PLANS APPROVAL DATE 9 440 1 2 3 4 7 8 9 140 1 9 540 SCALE: 1"=50' PP-5PLANTING PLANLIMIT-OF-WORK STA. 17+00MATCHLINE STA 22+00SEE SHEET PP-3SEE SHEET PP-2MATCHLINE STA 24+00(TEXTURED PAVING) SEE CIVIL 4,943 SF MINOR CONCRETE (TEXTURED PAVING) SEE CIVIL 1,277 SF MINOR CONCRETE (TEXTURED PAVING) SEE CIVIL 927 SF MINOR CONCRETE HOSKING AVE. "H4" LINE 109 CY TABLE ON PL-1) (SEE DETAIL ON PP-1 & WOOD MULCH (TYP) PLANT ESTABLISHMENT ROADSIDE CLEARING AND PLANT ESTABLISHMENT ROADSIDE CLEARING AND PLANT ESTABLISHMENT ROADSIDE CLEARING AND (HYDROSEED) 16,222 SF EROSION CONTROL 179 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>9:17:57 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930su005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE LICENSEDLANDSAPEARCHI T E CTSignature Renewal Date Date C BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 IBI GROUP DAVIDA .NICHOLASNO.L4 5 494DAVID A. NICHOLASRAY WHITCHURCHDAVID A. NICHOLASTHIS PLAN ACCURATE FOR LANDSCAPE WORK ONLY LOCATION 6/18/2014 6/30/2015 238 LICENSED LANDSCAPE ARCHITECT DATE 6/18/2014 7/18/2014 PLANS APPROVAL DATE 3608 9 20 1 7 8 PP-6 SCALE: 1"=50' PLANTING PLAN MATCHL INE STA 37+50 SEE SHEET PP -8 MATCHLINE STA 436+00SEE SHEET PP-4MATCHLINE SEE SHEET PP-3 MATCHLINESEE SHEET PP-75 QUE LOB 88 JUS SPI 103 HET ARB 23 ACA RED ROUTE 99 "A" LINE HOSKING AVE."H1" LINE "H3" LINE 30 SAL PLANT ESTABLISHMENT ROADSIDE CLEARING AND 1,587 CY ON PP-1 & TABLE ON PL-1) WOOD MULCH (TYP) (SEE DETAIL 14,536 SF PLACED STONE (TEXTURED PAVING) SEE CIVIL 2,655 SF MINOR CONCRETE (TEXTURED PAVING) SEE CIVIL 576 SF MINOR CONCRETE PLANT ESTABLISHMENT ROADSIDE CLEARING AND 1,728 CY ON PP-1 & TABLE ON PL-1) WOOD MULCH (TYP) (SEE DETAIL 180 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 CCO 36 WOOD MULCH 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>9:19:06 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930su006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE LICENSEDLANDSAPEARCHI T E CTSignature Renewal Date Date C BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 IBI GROUP DAVIDA .NICHOLASNO.L4 5 494DAVID A. NICHOLASRAY WHITCHURCHDAVID A. NICHOLASTHIS PLAN ACCURATE FOR LANDSCAPE WORK ONLY LOCATION 6/18/2014 6/30/2015 238 LICENSED LANDSCAPE ARCHITECT DATE 6/18/2014 7/18/2014 PLANS APPROVAL DATE 370360 370370380370360360 360370 3801353 4 325 6 7 8 9 912023125 6 7 8 9 130 1 2 3 4 135 4 PP-7 SCALE: 1"=50' PLANTING PLAN++MATCHLINE SEE SHEET PP-2 MATCHLINE STA 410+00SEE SHEET PP-1MATCHL INE STA 37+50 SEE SHEET PP -8 77 JUS SPI 89 HET ARB 7 QUE LOB 40 ACA RED 42 HET ARB 8 QUE LOB 100 ACA RED 320 JUS SPI 288 HET ARB 20 QUE LOB 2,934 SF PLACED STONE ROUTE 99 "A" LINE HOSKING AVE."H3" LI NE "H2" LI NEMATCHLINESEE SHEET IP-6(TEXTURED PAVING) SEE CIVIL 12,667 SF MINOR CONCRETE (HYDROSEED) 7,019 SF EROSION CONTROL (HYDROSEED) 31,478 SF EROSION CONTROL 137 SAL 280 SAL 57 SAL 99 JUS SPI (TEXTURED PAVING) SEE CIVIL 1,415 SF MINOR CONCRETE (TEXTURED PAVING) SEE CIVIL 5,142 SF MINOR CONCRETE 1,849 CY TABLE ON PL-1) (SEE DETAIL ON PP-1 & WOOD MULCH (TYP) PLANT ESTABLISHMENT ROADSIDE CLEARING AND CIVIL (TEXTURED PAVING) SEE 508 SF MINOR CONCRETE PLANT ESTABLISHMENT ROADSIDE CLEARING AND 1,769 CY TABLE ON PL-1) (SEE DETAIL ON PP-1 & WOOD MULCH (TYP) PLANT ESTABLISHMENT ROADSIDE CLEARING AND 78 CY TABLE ON PL-1) (SEE DETAIL ON PP-1 & WOOD MULCH (TYP) (TEXTURED PAVING) SEE CIVIL 1,575 SF MINOR CONCRETE 181 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 CCO 36 WOOD MULCH CCO 36 WOOD MULCH CCO 36 WOOD MULCH 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>9:20:20 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930su007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE LICENSEDLANDSAPEARCHI T E CTSignature Renewal Date Date C BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 IBI GROUP DAVIDA .NICHOLASNO.L4 5 494DAVID A. NICHOLASRAY WHITCHURCHDAVID A. NICHOLASTHIS PLAN ACCURATE FOR LANDSCAPE WORK ONLY LOCATION 6/18/2014 6/30/2015 238 LICENSED LANDSCAPE ARCHITECT DATE 6/18/2014 7/18/2014 PLANS APPROVAL DATE 350350 350 350 3603603 6 0 360370370380350350350360 3 60 1 234 8220 1 2 31012343156789 320 1 2 215 6 7 9 PP-8 SCALE: 1"=50' PLANTING PLANLIMIT-OF-WORKMATCHLINE STA 37+50SEE SHEET PP-6(TEXTURED PAVING) SEE CIVIL 6,815 SF MINOR CONCRETE (TEXTURED PAVING) SEE CIVIL 848 SF MINOR CONCRETE MATCHLINE STA 37+50SEE SHEET PP-7HOSKING AVE. "H1" LINE PLANT ESTABLISHMENT ROADSIDE CLEARING AND PLANT ESTABLISHMENT ROADSIDE CLEARING AND 390 CY ON PP-1 & TABLE ON PL-1) WOOD MULCH (TYP) (SEE DETAIL 424 CY ON PP-1 & TABLE ON PL-1) WOOD MULCH (TYP) (SEE DETAIL PLANT ESTABLISHMENT ROADSIDE CLEARING AND 182 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON x x x x x LAST REVISION00-00-00STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDTIME PLOTTED =>DATE PLOTTED =>9:21:31 AM1/18/2018FUNCTIONAL SUPERVISORUSERNAME =>p0094194 DGN FILE =>060C930su008.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 0000 PROJECT NUMBER & PHASE 00000000001BORDER LAST REVISED 7/2/2010 Dist COUNTY POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS 06 KER 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE LICENSEDLANDSAPEARCHI T E CTSignature Renewal Date Date C BAKERSFIELD, CA 93309 5500 MING AVENUE - SUITE 450 IBI GROUP DAVIDA .NICHOLASNO.L4 5 494DAVID A. NICHOLASRAY WHITCHURCHDAVID A. NICHOLASTHIS PLAN ACCURATE FOR LANDSCAPE WORK ONLY LOCATION 6/18/2014 6/30/2015 238 LICENSED LANDSCAPE ARCHITECT DATE 6/18/2014 7/18/2014 PLANS APPROVAL DATE 360 3 6 0 360 8 9 40 1 2 7 8 E-1JOE ATIENZAIOANA MARGINEANUEEE (EAST) SPARE 240 3 EEE (WEST) 183 200 3 3 NOTES: CIRCUIT BREAKERS: 14 120/240 V, SINGLE PHASE, TYPE III-CF SERVICE EQUIPMENT ENCLOSURE WITH THE F0LLOWING 3 TYPE 15TS SIGNAL STANDARD, SEE DETAIL I ON SHEET E-14. 5 TYPE 1-A SIGNAL STANDARD, SEE DETAIL G ON SHEET E-14. 6 TYPE 1-A SIGNAL STANDARD, SEE DETAIL H ON SHEET E-14. 7 TYPE 15TS SIGNAL STANDARD, SEE DETAIL J ON SHEET E-14. 8 SEE DETAIL A ON SHEET E-13 FOR INDUCTIVE LOOP DETECTOR PLACEMENT AND IDENTIFICATION. 9 SEE DETAIL B ON SHEET E-13 FOR INDUCTIVE LOOP DETECTOR PLACEMENT AND IDENTIFICATION. 10 SEE DETAIL C ON SHEET E-13 FOR INDUCTIVE LOOP DETECTOR PLACEMENT AND IDENTIFICATION. 11 SEE DETAIL D ON SHEET E-13 FOR INDUCTIVE LOOP DETECTOR PLACEMENT AND IDENTIFICATION. 13 120/240 V, SINGLE PHASE, TYPE III-CF SERVICE EQUIPMENT ENCLOSURE WITH THE F0LLOWING CIRCUIT BREAKERS: 4 TYPE 29A-5-100 SIGNAL STANDARD WITH 45' SMA, SEE DETAIL E ON SHEET E-14. 12 TELEPHONE DEMARCATION CABINET, TYPE B. 1 INSTALL STATE-FURNISHED 2070 CONTROLLER ASSEMBLY WITH MODEL 334 CABINET CIRCUIT BREAKERS: 15 120/240 V, THREE-PHASE, 4-WIRE, TYPE III-D SERVICE EQUIPMENT ENCLOSURE WITH THE F0LLOWING No.CTID 06500990018535T AMPERES VOLTS POLES DESCRIPTIONNAMEPLATE METER TYPECONTROL PHOTOELECTRIC 100 240 2 MAIN YES 50 120 1 RAMP) LOOP (SB METERINGRAMP YES 50 120 1 ) RAMP DIAMOND (SB METERINGRAMP YES 20 120 1 TDC YES 30 120 1 CABINETCCTV YES 30 240 2 YES 30 120 1 YES 6 SPACE YES No.CTID 06500990018535L AMPERES VOLTS POLES DESCRIPTIONNAMEPLATE METER TYPECONTROL PHOTOELECTRIC 100 240 2 MAIN YES 30 240 2 LIGHTINGHIGHWAY YES IV 30 240 2 ILLUMINATIONSIGN YES LC3 30 240 2 SPARE YES V 6 YES No.CTID 06500990018522T AMPERES VOLTS POLES DESCRIPTION PLATENAME METER TYPECONTROL PHOTOELECTRIC 100 240 2 MAIN YES 50 120 1 RAMP) LOOP (NB METERINGRAMP YES 50 120 1 ) RAMP DIAMOND (NB METERINGRAMP YES 20 120 1 TDC YES 6 SPACE YES No.CTID 06500990018522L AMPERES VOLTS POLES DESCRIPTION PLATENAME METER TYPECONTROL PHOTOELECTRIC 100 240 2 MAIN YES 30 240 2 LIGHTINGHIGHWAY YES IV 30 240 2 ILLUMINATIONSIGN YES LC3 30 240 2 SPARE YES V 6 SPACE YES No.CTID 06500990018533G AMPERES VOLTS POLES DESCRIPTION PLATENAME METER TYPECONTROL PHOTOELECTRIC 240 MAIN YES 240 YES YES 20 120 1 SPARE YES 120 1 YES20SPARE THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. SPARE SPARE SEE SHEET E-22 FOR SERVICE EQUIPMENT ENCLOSURE DETAILS. SEE SHEET E-22 FOR SERVICE EQUIPMENT ENCLOSURE DETAILS. SEE SHEET E-22 FOR SERVICE EQUIPMENT ENCLOSURE DETAILS. FURNISH AND INSTALL WIRELESS TELEPHONE MODEM AND PATC. (NOTES) TRAFFIC MONITORING STATION (COUNT) RAMP METERING SYSTEM LIGHTING AND SIGN ILLUMINATION ELECTRIC SERVICE (IRRIGATION) 2 TYPE 1-A (7') SIGNAL STANDARD, SEE DETAIL F ON SHEET E-14. CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 CC0 2 238 (10') 25 25 70 125 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:35:09 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua001.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 O O ABBREVIATIONS PG&E PACIFIC GAS & ELECTRIC LEGEND NEW EXISTING TS DS NOTES: DECORATIVE LIGHTING INSTALLED ON THE OC STRUCTURE SIGNAL PLAN FOR DETAIL TRAFFIC SIGNAL LIGHTING-FOR REFERENCE ONLY. SEE TRAFFIC M BOOSTER PUMP MOTOR SF STATE FURNISHED EEE ELECTRICAL EQUIPMENT ENCLOSURE ICC IRRIGATION CONTROL ENCLOSURE CABINET PATC PORTABLE AUTOMATIC TRAFFIC COUNTER 29 MODIFY TYPE B TDC. SEE E-23 FOR DETAILS. 28 ALL NEW LIGHTING MUST BE LED TYPE. METERING (LUMP SUM) BID ITEM. 27 ALL OF THE TDC INSTALLED AS PART OF THIS PROJECT MUST BE PAID AS PART OF THE RAMP SHALL BE ON THE SAME SIDE OF THE LIGHTING STANDARD AS THE LUMINAIRE MAST ARM. PLAN. DECORATIVE LIGHTING BASE PLATE SHALL MATCH TYPE 15 ELECTROLIER. HANDHOLE BE 4" ROUND POLE. FOR ANCHORAGE DETAIL FOR DECORATIVE LIGHTING POLE SEE BRIDGE PHOTOELECTRIC CONTROL UNIT WITH TWIST-LOCK PLUG RECEPTACLE. THE LIGHTING POLE SHALL BY QUATTRO LIGHTING OR APPROVED EQUAL. LIGHTING SHALL BE 150 WATTS HPS, 240 V WITH 26 THE DECORATIVE LIGHTING INSTALLED ON STRUCTURE MUST BE HORIZON 100 SERIES (HOZ 100) 25 COIL 20 FEET 3 CSC IN PULL BOX FOR FUTURE "METER ON" SIGN. 24 COIL 6 FEET 2#8 AWG IN PULL BOX FOR FUTURE LIGHTING. LIGHTING & SIGN ILLUMINATION (LUMP SUM) BID ITEM. EXCEPT THE SERVICE EQUIPMENT FOR SIGNAL SHALL BE PAID AS PART OF THE 23 ALL THE SERVICE EQUIPMENT (WITH ALL THE CIRCUIT BREAKERS) INSTALLED, ELECTRICAL SYSTEM (LUMP SUM) BID ITEM. THE BUSTER PUMP TO THE SERVICE EQUIPMENT ARE INCLUDED IN BOOSTER PUMP THE COSTS FOR THE CONDUITS, WIRE, PULL BOXES AND THE COST FOR CONNECTING FROM THE BOOSTER PUMP TO THE ELECTRICAL EQUIPMENT ENCLOSURE. 22 2" CONDUCTOR WITH WIRE FOR ELECTRICAL SERVICE AND CONTROL TO BE RUN (LUMP SUM) BID ITEM. PURCHASING AND INSTALLING THE BOOSTER PUMPS ARE INCLUDED IN BOOSTER PUMP 21 INSTALL BOOSTER PUMPS (10HP, 240 V, 3 AND 15HP, 240V, 3 ). THE COST FOR BID ITEM. RAMP METERING SYSTEM IS PAID AS PART OF THE RAMP METERING SYSTEM (LUMP SUM) ILLUMINATION (LUMP SUM) BID ITEM. THE LIGHTING INSTALLED AS PART OF THE ILLUMINATION AND RAMP METERING ARE PAID AS PART OF LIGHTING & SIGN 20 THE CONDUITS, PULL BOXES AND GROUND WIRE THAT ARE SHARED BY LIGHTING & SIGN TO CONSTRUCTION. CONTACT UNDERGROUND SERVICE ALERT AT (811) 48 HOURS PRIOR ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. CONDUIT TRENCH TO DETERMINE THEIR EXACT LOCATIONS AND ELEVATIONS. SUB-SURFACE INSTALLATIONS WITHIN 5 FEET FROM CENTER OF PROPOSED ARE APPROXIMATE LOCATION ONLY. CONTRACTOR SHALL POTHOLE FOR ALL EXISTING UNDERGROUND UTILITIES. ALL EXISTING UNDERGROUND UTILITIES 19 PRIOR TO COMMENCING TRENCHING (OR JACKING), CONTRACTOR SHALL REVIEW SEE SHEET E-21 FOR PULL BOX INSTALLATION DETAILS. 18 ALL NEW PULL BOXES MUST BE #5(E)(T) UNLESS NOTED OTHERWISE. COMPLIANCE WITH THE UTILITIES SERVICE COMPANY (AT&T) REQUIREMENTS. 17 CONTRACTOR MUST PROVIDE INCOMING SERVICE CONDUITS AND PULL BOXES IN COMPLIANCE WITH THE UTILITIES SERVICE COMPANY (PG&E) REQUIREMENTS. 16 CONTRACTOR MUST PROVIDE INCOMING SERVICE CONDUITS AND PULL BOXES IN E-2JOE ATIENZAIOANA MARGINEANU184 THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. (NOTES, LEGEND AND ABBREVIATIONS) TRAFFIC MONITORING STATION (COUNT) RAMP METERING SYSTEM LIGHTING AND SIGN ILLUMINATION ELECTRIC SERVICE (IRRIGATION) CCO 2 238 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 FLASHING BEACON 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:36:21 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua002.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 1 2 2 2 2 4 4 4 4 3 29 "H 2" LIN E"A" LINE E-3 ROUTE 99 ROUTE 99 H 2 RAM P "H4" LINEH4 RAMP "A" LINE Sta "H2" 213+00SEE ABOVE RIGHTMATCH LINE Sta "A" 398+00.00SEE BELOW LEFTMATCH LINE Sta "A" 398+00.00SCALE: 1"=50'SEE SHEET E-4MATCH LINE Sta "A" & "H4" 413+00R/W R/W R/W R/W R/W R/W CONDUIT AND CONDUCTOR SCHEDULE THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. "H2" 205+86 "H2" 207+66 "A" 406+77 "A" 408+57 12' LMA 12' LMA 12' LMA 12' LMA "A" 404+45 TYPE LC3 SIGN CONTROL 2-87 WATT ISL JOE ATIENZAIOANA MARGINEANUCABLE ORAWG RUNCONDUCTOR 1 2 3 4 DLC DETECTORCOUNT 1 #4 LIGHTING 2 #6 LIGHTING 2 #6 ILLUMINATIONSIGN 2 2 #8 GROUND 1 1 1 SIZE & NUMBERCONDUIT 1-2"1-2"1-2"1-2" 185 1 NOTED. 2. ALL PULL BOXES SHALL BE No. 5(E)(T) UNLESS OTHERWISE SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, NOTE: TRAFFIC MONITORING STATION (COUNT) RAMP METERING SYSTEM LIGHTING AND SIGN ILLUMINATION CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:41:49 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua003.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 TT GGGGFFASPHCONCCONCPOOLCONCASPHCONCCONCFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPTRAILERTRAILERFPFPFPFPFPFPFPFPFPFPFP9 400 1 2 3 4 405 6 7 8 9 410 1 2 1 29 410 1 2 6 7 8 9 210 7 8 9 390 1 2 3 4 395 6 7 "H4" LINE H2 RAMP H3 RAMP H4 RAMP 1 1 1 1 6 8 ROUTE 99 "H2" LI NE"H3" LINE "A" LINE E-4 Sta " H4" 421 +00 Sta "H3" 315+00Sta "H2" 213+00SEE SHEET E-3MATCH LINE Sta "A" & "H4" 413+00SEE SHEET E-9Sta "H2" 219+75MATCH LINESCALE: 1"=50' R/WR/W RAMP METERING SYSTEM LIGHTING AND SIGN ILLUMINATION "A" 416+77 12' LMA "A" 418+57 "H3" 319+65 "H" 316+16 (T)SEE SHEET E-5Sta "A" 421+00MATCH LINEJOE ATIENZAIOANA MARGINEANU1 THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. 2. ALL PULLBOXES SHALL BE No. 5(E)(T) UNLESS OTHERWISE NOTED. SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, NOTE: 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:43:23 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua004.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6(E) 6(E)6(E) 6(E) G G GSSAA GGFGFGFFFFGGGGGGGGFFFFFFFGGG G GGG G G GGSR-99SR-994 415 6 7 8 9 420 1 4 8 6789 320 9 620 1 4 415 6 7 8 420 215 6 7 99 CONDUIT AND CONDUCTOR SCHEDULE 5 12' LMA 12' LMA 6 5 4 3 8 8 10 9 7 6 1 10 8 3 CABLE ORAWG RUNCONDUCTOR 1 2 3 4 5 6 7 8 9 10 11 12 13 DLC DETECTORQUEUE 1 1 1 1 DETECTORDEMAND 2 2 PASSAGE 2 2 2 2 8 DETECTORCOUNT 3CSC 2 2 5CSC METERRAMP 1 2 2 #6 SERVICE METERRAMP 2 2 2 2 #4 LIGHTING 2 2 2 #6 LIGHTING 2 #8 LIGHTING 2 2 #6 ILLUMINATIONSIGN 2 #8 GROUND 1 1 1 1 1 1 1 1 1 SIZE & NUMBERCONDUIT 1-2"1-2"1-2"1-3"1-4"1-3"2-3"1-2"1-3"1-2"2-3" 14 15 1 1 2 Sta 417+20 FUTURE LIMIT LINE 186 2 1-4"1-3"1-3"1-3" 1 2 2 1 1111 8 8 8 8 8 8 8 CABLE (RM) 2"C, 1 CAT5e CABLE (RM) 2"C, 1 CAT5e CABLE (RM) 2"C, 1 CAT5e CABLE (RM) 2"C, 1 CAT5e MAINLINE DETECTOR CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 CCO 2 238 SIGN ON""METER 2FLASHING BEACON 8-12-2016 JAMES N. SIMON 14 14 13 1515 12 15 11 11 8 12 "H6" LINE "H1" LINE "H5" LI NEHOSKING Ave"A" LINE"H" LINE"H3" LINE E-5 ROUTE 99 H1 RAMP H3 RAMP H5 RAMP H4 RAMP Sta "H1" 133+00THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. R/WSta " H1" 124+00 "H6" LINE H6 RAMPSta " H4" 42 1 +0 0 12' LMA "H" 28+93.52 "H" 30+14.49 "H" 31+50.84 "H" 31+22.18 "H6" 634+68 12' LMA "H1" 127+57 "A" 428+70 12' LMA "A" 430+50 12' LMA "H" 27+00 12' LMA 12' LMA "H6" 631+79 "H6" 628+90 SEE SHEET E-7MATCH LINE Sta "A" 433+00SEE SHEET E -10 Sta "H4" 424+10 S ta "H" 26+00 MATCH L INE SEE SHEET E-10Sta "H5" 528+00MATCH LINESEE SHEET E-4MATCH LINE Sta "A" 421+00JOE ATIENZAIOANA MARGINEANU1 1 1 11 13 12 15 16 17 17 18 3 2 5 SEE SHEET E -9 MATCH L INE S ta "H" 32+50 17 18 2 2 20 1 9 5 6 4 10 8 1 2 2 24 6'X12'I11D-EI11D-EI11D-EI11D-E25 25 3. REFER TO SHEET E-6 FOR CONDUIT AND CONDUCTOR SCHEDULE.2. ALL PULLBOXES SHALL BE No. 5(E)(T) UNLESS OTHERWISE NOTED. SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA,NOTE: (T) (T) 2"C, 1 CAT5e CABLE (RM) 2"C, 2 CAT5e CABLE (RM) 2"C, 1 CAT5e CABLE (RM) 2"C, 1 CAT5e CABLE (RM) 2"C, 1 CAT5e CABLE (RM) 2"C, 1 CAT5e CABLE (RM) SIGN CONTROL TYPE LC3 1-87 WATT ISL "H" 28+25 "H" 28+64.85 SIGN CONTROL TYPE LC3 1-87 WATT ISL "H" 31+95 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 * * ** * * TEXTURED BLACK. * FINISH ON POLES IS QUATRO BKTX, RFI 35 * PER STD PLAN B11-54 RFI 30 238 8-12-2016 JAMES N. SIMON99999996(E)DSDSDSDSDSDS6(E) 6(E)6(E) 6(E)(T)AASSFGGFFFFGGGGGGGG GGFGGFFFG G G G G GG G G GGGFGGGG G G G G G G ASPHCONCASPHCONCSR-99SR-9912'12'12'14'12'12'12'78912302 3 4 425 6 7 8 9 430 1 2 3102 3 4 325 6 7 8 9 125 6 7 8 9 130 1 2 2 3 625 6 7 89123463562 3 49 53 0 1 2 4 630"H" 29+85.77 6 187 Sta "H5" 533+00R/WSCALE: 1"=50' 19 22 22 22 24 4 8 21 14 6 1918 21 21 21 23 RAMP METERING SYSTEM LIGHTING AND SIGN ILLUMINATION 21 21 9 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:45:07 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua005.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 "H4" LINE 6 7 E-6JOE ATIENZAIOANA MARGINEANUTHIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE CCO 2 238 06-0C9304 12-8-2016 JAMES N. SIMON RAMP METERING SYSTEM LIGHTING AND SIGN ILLUMINATION 188 2 1-2" 1 2 2 2 1 1-3" 23 24 2 CABLE ORAWG RUNCONDUCTOR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 DLC DETECTORQUEUE 2 2 2 2 1 DETECTORDEMAND 2 2 3 PASSAGE 2 2 3 3 8 8 8 8 8 8 8 8 8 3CSC 1 2 2 2 2 2 2 5CSC METERRAMP 2 2 1 12CSC METER RAMPOH 1 1 1 #6 SERVICE METERRAMP 2 2 2 2 2 2 2 #4 LIGHTING 2 2 2 2 2 2 #6 LIGHTING 2 2 2 2 2 2 #8 LIGHTING 2 2 2 2 2 2 2 2 #4 ILLUMINATIONSIGN 2 #8 GROUND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SIZE & NUMBERCONDUIT 1-2"1-2"1-2"1-3"1-3"1-3"2-3"1-3"1-2"1-2"1-3"2-3"1-4"1-2"1-3"1-3"1-2"1-2"1-2"1-2"1-2"1-3" CONDUIT AND CONDUCTOR SCHEDULE (FOR SHEET E-5) 1 1 1 1 1 MAINLINE DETECTOR #6 ILLUMINATIONSIGN 2 2 2 2 11 SIGN ON""METER FLASHING BEACON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:46:21 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua006.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 "H5" LINE "H1" LINE "A" LINE E-7 ROUTE 99 H5 RAMP H1 RAMPSta "H5" 533+00SEE SHEET E-5MATCH LINE Sta "A" 433+00Sta "H1" 133+00SEE SHEET E-8MATCH LINE Sta "A" 445+00R /W R/W CONDUIT AND CONDUCTOR SCHEDULE THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. SCALE: 1"=50'JOE ATIENZAIOANA MARGINEANU2 2 2 2 3 3 3 1 1 1 1 1 1 5 12' LMA "H5" 540+10 12' LMA TYPE LC3 SIGN CONTROL 2-87 WATT ISL "A" 441+50 "A" 441+52 "A" 443+32 12' LMA 12' LMA "H5" 538+30 4 29 TRAFFIC MONITORING STATION (COUNT) RAMP METERING SYSTEM LIGHTING AND SIGN ILLUMINATION 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:47:50 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua007.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 T GGGGFFFASPHCONCCONC4 435 6 7 8 9 440 1 2 3 4 4 135 6 7 8 9 140 14535 6 7 8 9 540 8 CABLE ORAWG RUNCONDUCTOR 1 2 3 4 5 DLC 8 DETECTORCOUNT 2 #4 LIGHTING 2 #6 LIGHTING 2 #4 ILLUMINATIONSIGN 2 2 #8 GROUND 1 1 1 SIZE & NUMBERCONDUIT 1-2"1-2"1-2"1-2"1-2" 189 11 MAINLINE DETECTOR 2. ALL PULLBOXES SHALL BE No. 5(E)(T) UNLESS OTHERWISE NOTED. SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE.1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA,NOTE: CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 8-12-2016 JAMES N. SIMON ROUTE 99 R/W R/W LIGHTING AND SIGN ILLUMINATION TYPE LC3 SIGN CONTROL 2-87 WATT ISL "A" 454+28 "A" 449+95SCALE: 1"=50'SEE SHEET E-7MATCH LINE Sta "A" 445+00.00JOE ATIENZAIOANA MARGINEANU1 1 1 11 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:49:23 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua008.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 CONCCONCCONCCONCASPHSR-99SR-996 7 8 9 450 1 2 3 4 455 6 7 E-8 1-2" CONDUIT AND CONDUCTOR SCHEDULE 1 1 CABLE ORAWG RUNCONDUCTOR 1 #4 ILLUMINATIONSIGN 2 #8 GROUND 1 SIZE & NUMBERCONDUIT 2. ALL PULLBOXES SHALL BE No. 5(E)(T) UNLESS OTHERWISE NOTED. SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, NOTE: CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 8-12-2016 JAMES N. SIMON THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. 190 "A" LINE HOSKING Ave"H 1" LI N E"H" LINE E-9 H1 RAMP H2 RAMP"H2" LINESta "H 1" 124+00 SEE SHEET E-5MATCH LINE Sta "H" 32+50R/W R/W Sta "H2" 219+75 SEE SHEET E -4 S ta "H 3" 315+ 00 "H3" LINE H3 RAMP RAMP METERING SYSTEM LIGHTING AND SIGN ILLUMINATION 16 #12 1-3" 4 4 4 TS TS TS SCALE: 1"=50' THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY.JOE ATIENZAIOANA MARGINEANU9 10 8 14 10 10 9 6 6 5 3 3 1 2 12 14 TS7 2 7 2 5 14 12 13 NOTES: (FOR THIS SHEET ONLY) "H1" 118+82 12' LMA "H1" 116+27 12' LMA "H3" 311+36 12' LMA 1 12' LMA "H" 33+00 7 I 11D-EI 11D-EI11D -EI11D- E 6'X12' 15 11 12' LMA "H3" 314+12 CABLE ORAWG RUNCONDUCTOR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 DLC DETECTORQUEUE 2 1 3CSC 1 2 2 1 2 2 #6 SERVICE METERRAMP 2 2 2 2 2 2 2 2 2 2 TDC 2 #4 LIGHTING 2 2 2 2 #6 LIGHTING 2 2 2 2 2 2 #8 LIGHTING 2 2 2 2 2 2 2 2 2 2 2 #6 ILLUMINATIONSIGN 2 2 2 #8 GROUND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SIZE & NUMBERCONDUIT 1-3"1-3"1-2"1-2"1-3"1-3"1-3"1-2"1-2"1-2"1-3"1-2"1-3"1-3"1-2" 4 3"C, 3#2 (SERVICE) 2"C, PT 3"C, 3#2 (SERVICE) 3"C, 3#2 (SERVICE) 2"C, PT 3"C, 3#2 (SERVICE) TYPE H Sta "H" 45+20 TELEPHONE SP17 16 TYPE PGE "H" 45+20 SP 3"C, 3#2 (SERVICE) 16 1 2 2 2 3"C, PT CONDUIT AND CONDUCTOR SCHEDULE 2 3 ALL PULL BOXES SHALL BE No. 5(E)(T) UNLESS OTHERWISE NOTED. AS PART OF THE RAMP METERING SYSTEM (LUMP SUM) BID ITEM. TELEPHONE CABLE FROM TDC TO RAMP METERING CABINETS ETC.) WILL BE PAID TELEPHONE COMMUNICATION EQUIPMENT (TELEPHONE CONDUITS, PULL BOXES, TDC, THE SIGNAL AND LIGHTING (LOCATION 1) (LUMP SUM) BID ITEM. ALL THE OTHER 2 TELEPHONE CABLE FROM TDC TO SIGNAL CONTROLLER WILL BE PAID AS PART OF RECORD MAPS AT DISTRICT OFFICE. 1 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY 2"C, 1 CAT5e CABLE (RM) 2"C, 1 CAT5e CABLE (RM) 1 CAT5e CABLE (SIG) 2"C, 2 CAT5e CABLE (RM) 2"C, 1 CAT5e CABLE (RM) 1 17 SIGN CONTROLTYPE LC3 1-87 WATT ISL "H" 40+97 2 2 2 2 2 2 2 1-2" 1 17 Y Y Y Y CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238CCO 2 SIGN ON""METER FLASHING BEACON 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:51:12 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua009.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 U T G G G G G G GF GGGGGG GG G1 3 4 35 6 7 8 9 40 1 2 3 220121 2 3 4 7 8 9 12023 191 "H" LINE TSTS TS S SCALE: 1"=50' 7 7 TSNOTES: (FOR THIS SHEET ONLY) 12' LMA "H4" 426+30 12' LMA 12 25 25 3"C, PT 3"C, 3#2 (SERVICE) 3"C, 3#2 (SERVICE) 3"C, 3#2 (SERVICE) 2"C, PT 2"C, PT "H" 21+13 3"C, 3#2 (SERVICE) 2"C, 2#14 2"C, 2#14 1 CAT5e CABLE (SIG) 1 CAT5e CABLE (CCTV) 2"C, 2 CAT5e CABLE (RM) 1 CAT5e CABLE (SIG) 1 CAT5e CABLE (CCTV) 2"C, 2 CAT5e CABLE (RM) 1 CAT5e CABLE (CCTV) 2"C, 2 CAT5e CABLE (RM) 4 ALL PULLBOXES SHALL BE No. 5(T)(E) UNLESS OTHERWISE NOTED. SIGNAL AND LIGHTING (LOCATION 2) (LUMP SUM) BID ITEM. ITEM. THE CAT5e CABLE SERVING THE TRAFFIC SIGNAL SHALL BE PAID AS PART OF THE THE CCTV CABINET SHALL BE PAID AS PART OF THE CCTV CAMERA SYSTEM (LUMP SUM) BID PART OF THE RAMP METERING SYSTEM (LUMP SUM) BID ITEM. THE CAT5e CABLE SERVING AND CHANGEABLE MESSAGE SIGN SYSTEM OR/AND CCTV CAMERA SYSTEM SHALL BE PAID AS 3 THE TELEPHONE CONDUITS, PULL BOXES, AND THE TDC SHARED BY RAMP METERING SYSTEM BID ITEM. THE CCTV CABINET SHALL BE PAID AS PART OF THE CCTV CAMERA SYSTEM (LUMP SUM) LIGHTING & SIGN ILLUMINATION (LUMP SUM) BID ITEM. THE WIRE AND CABLE SERVING SIGN ILLUMINATION AND THE CCTV CAMERA SYSTEM SHALL BE PAID AS PART OF THE 2 THE ELECTRICAL CONDUITS, PULL BOXES, AND GROUND WIRE SHARED BY LIGHTING & RECORD MAPS AT DISTRICT OFFICE. 1 FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE RIGHT OF WAY HOSKING Ave "H5" LINE"H4" LINE E-10H5 RAMPH4 RAMP "H4" Sta 424+10R/W R/WR/W SEE SHEET E-5"H" Sta 26+00MATCH LINE RAMP METERING SYSTEM LIGHTING AND SIGN ILLUMINATION #12 SEE SH EE T E-5St a "H 5" 528+00MA T CH LIN E THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY.JOE ATIENZAIOANA MARGINEANUCONDUIT AND CONDUCTOR SCHEDULE 2 3 3 2 2 4 6 8 9 7 5 9 17 16 CABLE ORAWG RUNCONDUCTOR 1 2 3 4 5 6 7 8 9 3CSC 2 #6 SERVICE METERRAMP 2 2 2 TDC 2 #4 LIGHTING 2 2 2 #6 LIGHTING 2 2 2 #8 LIGHTING 2 2 2 2 2 2 #4 ILLUMINATIONSIGN 2 2 2 #6 CABINET CAMERACCTV 2 2 2 2 #8 GROUND 1 1 1 1 1 1 1 1 1 13 1 192 2 10 TYPE LC3 SIGN CONTROL 1-87 WATT ISL "H" 19+27 10 1 1-2" SIZE & NUMBERCONDUIT 1-2"1-2"1-3"1-2"1-4"1-3"1-2"1-3"1-2" 22222 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 CCO 2 238 SIGN ON""METER 21 FLASHING BEACON 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:57:59 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua010.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6(E) U S S T GFFFGGGFFF6 7 8 9 20 1 2 3 4 25 425 6 7 8 452567STOP TYPE PGE SP TYPE H TELEPHONE SP 10'10'6'6•' LIMIT LINE NOT TO SCALEJOSEPH ATIENZAIOANA MARGINEANU10'10'6'6•' LIMIT LINE6'x12' (Typ) 14'6'10'10'6•' I14D-E I12D-E I10D-E I10J-K I12J-K I14J-K LIMIT LINE I10D-E I12D-E I12J-K I10J-K I1D-E I2D-E I3D-E I1J-K I2J-K I3J-K LANE 1 LANE 2 LANE 3 LANE NUMBER 2 - LEAVING 1 - ENTERING W - WESTBOUND E - EASTBOUND S - SOUTHBOUND N - NORTHBOUND DIRECTION OF TRAFFIC DLC IDENTIFICATION D-L-N I1D-E DLC TERMINATION (TB2) MAINLINE LOOP INSTALLATION DETAIL A 3-LANE ON-RAMP LOOP INSTALLATION DETAIL B RAMP METERING SYSTEM DETAIL I10D-E I12D-E I12J-K I10J-K (LOOP RAMP) 2-LANE ON-RAMP LOOP INSTALLATION DETAIL C (DIAMOND RAMP) 2-LANE ON-RAMP LOOP INSTALLATION DETAIL D THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. I4D-E I4J-K LANE 4 J-K - LEAVING D-E - ENTERING 4 - NORTHBOUND/EASTBOUND LANE 4 3 - NORTHBOUND/EASTBOUND LANE 3 2 - NORTHBOUND/EASTBOUND LANE 2 1 - NORTHBOUND/EASTBOUND LANE 1 DETECTOR ASSIGNMENT I - INPUT PANEL (TB2) E-11 193 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>4:59:31 PM1/16/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua011.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 35'NOT TO SCALE4.5'ROADWAY SV-2-T SV-1-T R FOR SIGN DETAILS SEE SIGN PLANS FOR SIGN DETAILS SEE SIGN PLANS FOR SIGN DETAILS SEE SIGN PLANS 3'3' 3' MAT MAT MAT 12' C POSTL 12'12' APPROACHING TRAFFIC FACING AWAY FROM HANDHOLE FG FOR SIGN DETAILS SEE SIGN PLANS CL RAMP METERING SYSTEM DETAIL DETAIL F 4.5'CL FG FOR SIGN DETAILS SEE SIGN PLANS FOR SIGN DETAILS SEE SIGN PLANS SV-1-T TV-2-T R DETAIL G STANDARD 7' TYPE 1A TP-1-T 16"15"LETTERS - 4•" CAPS •" STROKE METER ONJOSEPH ATIENZAIOANA MARGINEANU17' Min12'C POSTL C LANEL C LANEL C LANEL STANDARD PLANS COMPARTMENT. SEE ES-4D, SIDE MOUNT TERMINAL DETAIL H4.5'CL FG FOR SIGN DETAILS SEE SIGN PLANS FOR SIGN DETAILS SEE SIGN PLANS SV-1-T TV-2-T R RED ARROW ROADWAY SP-1-T FOR SIGN DETAILS SEE SIGN PLANS 12'C POSTL METER ON DETAIL E DETAIL J DETAIL I 7'LETTERS - 4•" CAPS •" STROKE 16"15"45' THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. LUMINAIRE 165 W LED LUMINAIRE 165 W LED LUMINAIRE 235 W LED E-12 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 CCO 2 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:13:16 AM1/17/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua012.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 194 35'NOT TO SCALE4.5'ROADWAY SV-2-T SV-1-T R FOR SIGN DETAILS SEE SIGN PLANS FOR SIGN DETAILS SEE SIGN PLANS FOR SIGN DETAILS SEE SIGN PLANS 3'3' 3' MAT MAT MAT 12' C POSTL 12'12' APPROACHING TRAFFIC FACING AWAY FROM HANDHOLE FG FOR SIGN DETAILS SEE SIGN PLANS CL RAMP METERING SYSTEM DETAILDETAIL F 4.5'CL FG FOR SIGN DETAILS SEE SIGN PLANS FOR SIGN DETAILS SEE SIGN PLANS SV-1-T TV-2-T R DETAIL GJOSEPH ATIENZAIOANA MARGINEANU17' Min12'C POSTL C LANEL C LANEL C LANEL STANDARD PLANS COMPARTMENT. SEE ES-4D, SIDE MOUNT TERMINAL DETAIL H4.5'CL FG FOR SIGN DETAILS SEE SIGN PLANS FOR SIGN DETAILS SEE SIGN PLANS SV-1-T TV-2-T R RED ARROW ROADWAY FOR SIGN DETAILS SEE SIGN PLANS 12' C POSTL DETAIL E DETAIL J DETAIL I 45' THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. LUMINAIRE 165 W LED LUMINAIRE 165 W LED LUMINAIRE 235 W LED E-12 W3-8 FIXTURE NOT REQUIRED FBCA AND SIGN LIGHTING FIXTURE NOT REQUIRED FBCA AND SIGN LIGHTING 11'W3-8 (10') POLE TYPE 1A 6'SIGNAL FACE 1-SECTION SIGNAL FACE 1-SECTION 6' MIN11'CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 CCO 2 r REVISED SHEET r 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:15:36 AM1/17/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua012r.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 194 "H" LINE "H5" LINE"H4" LINE R/W R/WR/W SEE SHEET E-12"H" Sta 26+00MATCH LINE BOOSTER PUMP ELECTRICAL SYSTEM ELECTRIC SERVICE (IRRIGATION) SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SCALE: 1"=50' THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY.JOE ATIENZAIOANA MARGINEANU15 HOSKING Ave ICC "A" ICC "B" 4#12 (ICC "D"&"F") 2" C, 2#10 (ICC "E"), 2" C, 4#14 (ICC "A"&"B") ICC "C" 2" C, 2#14 (ICC "C") 21 21 16 SP 5(E)5(E)5(E) EEE (EAST) EEE (WEST) 1" C, 2#14 (ICC "A") 2" C, 4#14 (ICC "A"&"B") 1#8G 1" C, 2#14 (ICC "C") (CONTROL) 1" C, 2#12 3" C, 4#3/0 (SERVICE) (10 HP) (15 HP) 4#12(CONTROL), 1#8(G) 6#12(CONTROL), 1#8(G) 4#12 (ICC "D"&"F") 2" C, 2#10 (ICC "E"), 4#12(CONTROL), 1#8(G) 6#12 (CONTROL), 1#8(G) 1#8 (G) 2#12 (CONTROL) 2" C, 2#14 (ICC "B") 1#8 (G) 1" C, 2#14 (ICC "B") 1#8 (G) 4#12(CONTROL) 2" C, 4#14 (ICC "A"&"B") 6#12 (CONTROL), 1#8 (G) 4#12 (ICC "D"&"F") 2" C, 2#10 (ICC "E"), 6#12 (CONTROL), 1#8 (G) 4#12 (ICC "D"&"F") 2" C, 2#10 (ICC "E"), 1#8 (G) 6#12 (CONTROL) 4#12 (ICC "D"&"F") 2" C, 2#10 (ICC "E"), 1#8 (G) 4#12 (CONTROL) 2" C, 4#14 (ICC "A"&"B") 1#8 (G) 2#12 (CONTROL), 2" C, 2#14 (ICC "C") 1#8 (G) 2#12 (CONTROL), 2" C, 2#14 (ICC "C") 1#8 (G) 2#12 (CONTROL), 3 120/240V TYPE PGE O 3" C, 4#3/0 (SERVICE) 5(E) 1#6 (G) 3" C, 4#1 EEE (EAST), 1#6 (G) 3" C, 4#2 EEE (WEST), 4#2 EEE (WEST), 1#6 (G) 4" C, 4#1 EEE (EAST), 4#2 EEE (WEST), 1#6 (G) 4" C, 4#1 EEE (EAST), 4#2 EEE (WEST), 1#6 (G) 4" C, 4#1 EEE (EAST), 1#8 (G) 6#12 (CONTROL) 4#12 (ICC "D"&"F") 2" C, 2#10 (ICC "E"), 6#12 (CONTROL), 1#8 (G) 2" C, 6#14 (ICC "A", "B", & "C"), E-13 1. ALL PULL BOXES SHALL BE No. 5(E)(T) UNLESS OTHER WISE NOTED. NOTES: (FOR THIS SHEET ONLY) CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 CCO 2 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:17:29 AM1/17/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua013.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 M M U GFFFGGGGGFFFSTOP 6 7 8 9 20 1 2 3 4 2512 3 425 6 7 8 452567630H5 RAMPH4 RAMP H6 R A MP 195 "H" LINE SCALE: 1"=50'"H5" LINE"H4" LINEH5 RAMPH4 RAMP R/W R/WR/W SEE SHEET E-14"H" Sta 26+00MATCH LINE H6 R A MP BOOSTER PUMP ELECTRICAL SYSTEM ELECTRIC SERVICE (IRRIGATION) SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY.JOE ATIENZAIOANA MARGINEANUHOSKING Ave 21 21 16 SP 5(E)5(E)5(E) 195 3" C, 4#3/0 (SERVICE) 2#12(CONTROL), 1#8(G) 2#12(CONTROL), 1#8(G) 2#12 (CONTROL), 1#8(G) 3 120/240V TYPE PGE O 3" C, 4#3/0 (SERVICE) 1#6 (G) 3" C, 4#4 EEE (WEST), E-13 1. ALL PULL BOXES SHALL BE No. 5(E)(T) UNLESS OTHER WISE NOTED. NOTES: (FOR THIS SHEET ONLY) 15 3" C, 4#3/0 (SERVICE) 1#6 (G) 3" C, 4#4 EEE (EAST), 1#6 (G) 4#4 EEE (WEST), 3" C, 4#4 EEE (EAST), 1#8 (G) 2#12 (CONTROL) 2" C, 2#10 (ICC "113"), OF BOOSTER PUMP SYSTEM DISCONNECT. PAID FOR AS PART EEE (EAST) ENCLOSURE FOR PUMP (5 HP) (5 HP) 2#12 (CONTROL), 1#8 (G) 2" C, 2#14 (ICC "114"), 2" C, 2#10 (ICC "113"), 2" C, 2#14 (ICC "114") 2#12(CONTROL), 1#8(G) 2" C, 2#10 (ICC "113"), 2" C, 2#14 (ICC "114") 1#8 (G) 2#12 (CONTROL) 2" C, 2#14 (ICC "114") 1" C, 2#14 (ICC "114") ICC "114" 2#12 (CONTROL), 1#8 (G) 2" C, 2#10 (ICC "113"), 2#12 (CONTROL), 1#8 (G) 2" C, 2#10 (ICC "113"), 1#8 (G) 2#12 (CONTROL) 2" C, 2#14 (ICC "114") 1#8 (G) 2#12 (CONTROL) 2" C, 2#10 (ICC "113"), 1" C, 2#12 (CONTROL), 1#8(G) CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 CCO 2 REVISED SHEET r r PAID AS PART OF BOOSTER PUMP SYSTEM. ENCLOSURE FOR PUMP DISCONNECT. EEE (WEST) ELECTRIC EQUIPMENT 8-12-2016 JAMES N. SIMON U GFFFGGGGGFFF6 7 8 9 20 1 2 3 4 2512 3 425 6 7 8 45256763006 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:22:27 AM1/17/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua013r.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 STOP "H4" LINE "H6" LINE "H1" LINE SCALE: 1"=50' (T)(E) (T)(E)H4 RAMP R/W"H" LINE SEE SHEET E-11"H" Sta 26+00MATCH LINE "A" LINEH 6 RAM P H1 RAMPH2 RAMP"H2" LINEH3 R A MP "H3" LINE R/W ELECTRIC SERVICE (IRRIGATION) SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY.JOE ATIENZAIOANA MARGINEANUHOSKING Ave ROUTE 994#12 (ICC "D"&"F") 2" C, 2#10 (ICC "E"), 4#12 (ICC "D"&"F") 2" C, 2#10 (ICC "E"), 4#12 (ICC "D"&"F") 2" C, 2#10 (ICC "E"), 4#12 (ICC "D"&"F") 2" C, 2#10 (ICC "E"), 4#12 (ICC "D"&"F") 2" C, 2#10 (ICC "E"), ICC "F" 2" C, 2#12 (ICC "F") 2#10 (ICC "E") 2" C, 2#12 (ICC "D"), 2#10 (ICC "E") 2" C, 2#12 (ICC "D"), 2#10 (ICC "E") 2" C, 2#12 (ICC "D"), 2" C, 2#10 (ICC "E") 2" C, 2#10 (ICC "E") 2" C, 2#10 (ICC "E") 2" C, 2#10 (ICC "E") ICC "D" ICC "E" 2" C, 2#10 (ICC "E") 2" C, 2#10 (ICC "E") 6#12(CONTROL), 1#8G 6#12(CONTROL), 1#8G 6#12(CONTROL), 1#8G 6#12(CONTROL), 1#8G 6#12(CONTROL), 1#8G 1" C, 2#12 (ICC "F"), 1#8G 1#12(CONTROL), 1#8G 1"C,2#12(CONTROL) 4#12(CONTROL), 1#8G 4#12(CONTROL), 1#8G 4#12(CONTROL), 1#8G 1"C,2#12(CONTROL) (ICC "D"),1#8G 1" C, 2#12 2#12(CONTROL), 1#8G 2#12(CONTROL), 1#8G 2#12(CONTROL), 1#8G 2#12(CONTROL), 1#8G 2#12(CONTROL), 1#8G 2#12(CONTROL), 1#8G 1"C,2#12(CONTROL) 2#10(ICC "F"), 1#8G 196 E-14 1. ALL PULLBOXES SHALL BE No. 5(E)(T) UNLESS OTHERWISE NOTED. NOTES: (FOR THIS SHEET ONLY) CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 CCO 2 8-12-2016 JAMES N. SIMON G G G G G G G G G GG G FF F FGGGGGGG GGGGGGGFFFGGGGGF F G G G GGGGGGG GG GG G06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 C52992 x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:24:39 AM1/17/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua014.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6/18/14 XXXXXXX7/18/14 SCOTT NEFF 12/31/14 E13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:24:39 AM1/17/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua014.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 12' 12' 12' 14' 12' 12' 12'CONCCONCCONCASPHCONCHOSKING RD 1 7 8 9 1 2 3 4 35 6 7 8 9 30 894201234822012310 1 2 3 4 315678932012347 8 9 1202 96201234 635 6 420123949 "H4" LINE "H6" LINE "H1" LINE R/W"H" LINE SEE SHEET E-13"H" Sta 26+00MATCH LINE "A" LINEH 6 RAM P H2 RAMP"H2" LINEH3 R A MP "H3" LINE R/W ELECTRIC SERVICE (IRRIGATION) SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. NOTE: FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SCALE: 1"=50' THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY.JOE ATIENZAIOANA MARGINEANUHOSKING Ave ROUTE 99(T) 2" C, 2#10 (ICC "E") (E) (T)(E) 2#12(CONTROL), 1#8G 2#12(CONTROL), 1#8G 2#12(CONTROL), 1#8G 2#12(CONTROL), 1#8G 2#12(CONTROL), 1#8G 2#12(CONTROL), 1#8G 2#12(CONTROL), 1#8G 2#12(CONTROL), 1#8G 2#12(CONTROL), 1#8G 2#12(CONTROL), 1#8G 2#12(CONTROL), 1#8G 2#12(CONTROL), 1#8G 2#12(CONTROL), 1#8G 1"C,2#12(CONTROL) E-14 1. ALL PULLBOXES SHALL BE No. 5(E)(T) UNLESS OTHERWISE NOTED. NOTES: (FOR THIS SHEET ONLY) 2" C, 2#10 (ICC "113"), 2" C, 2#10 (ICC "113"), 2" C, 2#10 (ICC "113"), 2" C, 2#10 (ICC "113"), 2" C, 2#10 (ICC "113"), 2" C, 2#10 (ICC "113") 2" C, 2#10 (ICC "113") 2" C, 2#10 (ICC "113") 2" C, 2#10 (ICC "113") 2" C, 2#10 (ICC "113") 2" C, 2#10 (ICC "113") ICC "113" 2" C, 2#10 (ICC "113") 1"C,2#10(ICC "113"), 1#8G CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 REVISED SHEET CCO 2 r r 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:26:09 AM1/17/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua014r.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 G G G G G G G G G GG G FF F FGGGGGGG GGGGGGGFFFGGGGGF F G G G GGGGGGG GG GG G12' 12' 12' 14' 12' 12' 12'CONCCONCCONCASPHCONCHOSKING RD 1 7 8 9 1 2 3 4 35 6 7 8 9 30 894201234822012310 1 2 3 4 315678932012347 8 9 1202 96201234 635 6 420123949H4 RAMP H1 RAMP196 THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. SIGNAL AND LIGHTING (LOCATION 1) (HOSKING AVE / NB OFF-RAMP) E-15 "H-3" LI NE"H -1 " L INE "H-2" LINEH1 RAMP H3 RA MP H2 RAMPHOSKING Ave "H" LINE D E C SCALE: 1"=20'JOE ATIENZAIOANA MARGINEANU197 2" C, 2 DLC 2" C, 2 DLC 4 3B A 2 2" C, 2 DLC 2" C, 2 DLC4R61-13(CA) 2" C, 2 DLC F=14' F=14' 6(E) 6(E) 6(E) 6 5 3" C, 3#2 4 R3-18 6'x12' 4"C, MT 2" C, 2#6 (SIGNAL SERVICE), 2#8(LTG) 2 1 1 6(E) 6(E) F=15' 6(24"X24") R9-3A 6 (24"X24") R9-3A 6 (24"X24") R9-3A (24"X24") R9-3A6 (T)(E) (T)(E) SHEET E-19 CONDUIT AND CONDUCTOR SEE INTERCONNECTION 1 TELEPHONE CABLE (SIG) 2" C, 4 R3-18 TYPE PGE STA 45+20 "H" SP 3" C, 3#2 (SERVICE) 3 3" C, PT 2" C, 6 DLC 2" C, 6 DLC 9 9 9 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:28:48 AM1/17/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua015.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 T6 123 35 6 7 8 9 8 9 120 12 1 3 06 02 08 02P 02 02 02 08 06 08 06 06 08 08 06 02P 6J4U 6J2L 6J2L 6J2U285' TO LIMIT LINE 285' TO LIMIT LINE 185' TO LIMIT LINE8J8U8J7U8J6U8J6L8J6U8J8L2I2U 2I2L 2I2L 6J4L 6J3L 02 08 02 AND SCHEDULES. 1. SEE SHEET E-16 FOR NOTES NOTE: 2I4U 2I3L 2I4L 2I3U 6J3U 8J7L8J7U8J7U2I3U 2I3U 6J3U 6J3U PROPOSED PHASE DIAGRAM A C D E B A B C D E THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. MAS MAS MAS MAS MAS MAS SIGNAL AND LIGHTING (LOCATION 1) (HOSKING AVE / NB OFF-RAMP) E-16 1 2 3 4 5 6 NOTES: 2-4"4"4"4" 1 2 3 4 INSTALL MAST ARM MOUNTED SIGN AS INDICATED. 5 120/240V TYPE III-CF SERVICE EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: FOR DETAIL REGARDING THE TELEPHONE LINE AND THE AT&T SERVICE SEE SHEET E-9. 7 6 INSTALL ROADSIDE SIGN (STRAP & SADDLE BRAKET METHOD) AS INDICATED. 4"4" SEE NOTE 16 ON SHEET E-2 FOR DETAILS. BATTERY BACKUP SYSTEM, AND C11 WIRE HARNESS. INSTALL STATE-FURNISHED MODEL 2070 CONTROLLER ASSEMBLY WITH MODEL 332L CABINET, 8 9 CONTRACTOR FURNISHED MAGNETIC PROBES AND MAGNETIC AMPLIFIES. ALL NEW PULL BOXES SHALL BE #5(E)(T) UNLESS NOTED OTHERWISE. ALL PEDESTRIAN HEADS SHALL BE PEDESTRIAN COUNT DOWN TYPE. CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:30:35 AM1/17/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua016.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010JOE ATIENZAIOANA MARGINEANU No.CTID 06500990018520T AMPERES VOLTS POLES DESCRIPTIONNAMEPLATE METER TYPECONTROL PHOTOELECTRIC 100 240 2 MAIN YES 50 120 1 SIGNALTRAFFIC YES 20 120 1 SPARE YES 6 SPACE YES No.CTID 06500990018520L AMPERES VOLTS POLES DESCRIPTIONNAMEPLATE METER TYPECONTROL PHOTOELECTRIC 100 240 2 MAIN YES 30 240 2 LIGHTINGINTERESECTION YES IV 20 120 1 SPARE YES 6 SPACE YES 2 O2 O6 O8 O2 O6 O8 LIGHTING 2 2 PHASE 4 4 4 4 4 #8 DETECTORS-TYPE B DLC 4 #6 SIGNAL SERVICE PHASE TOTAL 6 2 2 MAGNETIC DETECTORS-DLC 2 2 2 2 2 2 2 TOTAL 22 2 2 2 2 4 12 2 2 4 4 4 4 2 CONDUCTOR AND CONDUIT SCHEDULE CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE TYPE CABLE POLE PHASE 12 CSC VEH-PED 3 CSC PPB 2,2P TOTAL 8 6,8 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 21135 AWG 2,2P 6,8 1 1 1 Mast Arm VEH SIG MTG Pole PED SIGNAL MTG O ARROW REQUIREMENT SPECIAL SV-1-T 2 --- --- -SV-1-T SP-1-T -165 W -TV-1-T 2-- -SP-1-T SV-2-TA SV-2-TD INSTALL R61-13(CA) ON SMA AND R9-3A ON SIGNAL POLE; F=14' INSTALL R3-18 ON SMA AND R9-3A ON INSTALL R9-3A ON SIGNAL POLE INSTALL R3-18 ON SMA AND R9-3A ON SIGNAL POLE; F=14' No. Type STANDARD SMA LMA POLE AND EQUIPMENT SCHEDULE -12 24-4-100 35 24-4-100 35 35 1224-4-100 -1A - 12 12 15TS 1APS5 CSC 165 W 165 W 165 W LUMINAIRE LED APS PPB 198 B C DE A 2I2U 2I2L 2I2L 6J2L 6J2L 6J2U4I6U4I6L4I6L4I7U SCALE: 1"=20' 6J3L 6J4L 6J4U4I8L4I8U 2I4U 2I4U 2I4L 3" C, 3#2 (SERVICE) 3" C, 3#2 (SERVICE) TYPE PGE STA 17+05 "H" SP 3" C, 3#2 (SERVICE) 3" C, PT 6J3U 6J3U 6J3U4I7L4I7U4I7U 2I4U 2I4L 2I3L 2I3U 2I3U 2I3U O6 O6 O6 F=14' O6P F=14' O6 O6PJOE ATIENZAIOANA MARGINEANUSIGNAL AND LIGHTING E-17 (HOSKING AVE / SB OFF-RAMP) (LOCATION 2) O2 O4 O2 "H" LINE O2 O2 O6 O6 O6 O4 O4 3 4 5 2 "H-6" LINE "H" LINE "H-4" LINE"H-5" LINE2" C, 2 DLC 2" C, 2 DLC 2" C, 2 DLC 2" C, 2 DLC 2" C, 2 DLC R61-26(CA)4 HOSKING Ave4" C, MT 6(E) 6(E) 6(E) 6(E) THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. 4 R3-18 NOTE: 2 1 1 6(E) 6 1. SEE SHEET E-18 FOR NOTES AND SCHEDULES. 2#8(LTG) 2" C, 2#6 (SIGNAL SERVICE), 5 6 (24"X24") R9-3A 6 (24"X24") R9-3A 6 (24"X24") R9-3A 2" C, 5 DLC 4 R3-18 O4 199 3 9 9 9 AND CONDUCTOR PLAN SHEET E-19 SEE INTERCONNECTION CONDUIT 2"C, 1 CAT5e CABLE (SIG) CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 8-16-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:38:15 AM1/17/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua017.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 FG F76 2543 7642543 4 6354 1 T H5 RAMPH6 RAMPH4 RAMP 6'x12'185' TO LIMIT LINE06 02 04 06P PROPOSED PHASE DIAGRAM 285' TO LIMIT LINE 285' TO LIMIT LINE 4 SIGNAL AND LIGHTING E-18 (HOSKING AVE / SB OFF-RAMP) (LOCATION 2) THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. NOTES: 1 4 INSTALL MAST ARM MOUNTED SIGN AS INDICATED. AWG 3 2 5 6 120/240V TYPE III-CF SERVICE EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: FOR DETAIL REGARDING THE TELEPHONE LINE AND THE AT&T SERVICE SEE SHEET E-10. 7 INSTALL ROADSIDE SIGN (STRAP AND SADDLE BRACKET METHOD AS INDICATED) SEE NOTE 16 ON SHEET E-2 FOR DETAILS. BACKUP SYSTEM, AND C11 WIRE HARNESS. BATTERY INSTALL STATE-FURNISHED 2070 CONTROLLER ASSEMBLY WITH MODEL 332L CABINET, 8 9 CONTRACTOR FURNISHED MAGNETIC PROBES AND MAGNETIC AMPLIFIES. ALL NEW PULL BOXES SHALL BE #5(E)(T) UNLESS NOTED OTHERWISE. ALL PEDESTRIAN HEADS SHALL BE PEDESTRIAN COUNT DOWN TYPE. CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:39:59 AM1/17/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua018.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 O2 O6 PHASE O4 DETECTORS-TYPE B DLC 2 22 1 1 3 2 1 1 1 4 4 4 4 4 12 4 4 4 4 4JOE ATIENZAIOANA MARGINEANU2,4 1 6 6 6 2,4 A B C D E 2-4"4"4"4"4"4" MAS MAS 4 1 1 1 1 1 1 1 1 1 1 1 251 2 1 1 1 1 No.CTID 06500990018531T AMPERES VOLTS POLES DESCRIPTIONNAMEPLATE METER TYPECONTROL PHOTOELECTRIC 100 240 2 MAIN YES 50 120 1 SIGNALTRAFFIC YES 20 120 1 SPARE YES 6 SPACE YES No.CTID 06500990018531L AMPERES VOLTS POLES DESCRIPTIONNAMEPLATE METER TYPECONTROL PHOTOELECTRIC 100 240 2 MAIN YES 30 240 2 LIGHTINGINTERESECTION YES IV 20 120 1 SPARE YES 6 SPACE YES 200 A B C D E CONDUCTOR AND CONDUIT SCHEDULE CABLE SCHEDULE CONDUIT RUN NUMBER AND SIZE TYPE CABLE POLE PHASE 12 CSC VEH-PED 3 CSC PPB 6,6P 1 2 3 4 5 6 No. Type Mast Arm STANDARD VEH SIG MTG Pole PED SIGNAL MTG O ARROW LUMINAIRESMALMA POLE AND EQUIPMENT SCHEDULE LED 12 SV-1-T 6 24-4-100 35 --- --17-3-100 20 - -35 12 SV-1-T SP-1-T -165 W24-4-100 --TV-1-T 61A--- - 12 12 SP-1-T MAS MAS 15TS - SV-2-TD SV-2-TA MAS REQUIREMENT SPECIAL SIGNAL POLE; F=14' INSTALL R3-18 ON SMA AND R9-3A ON INSTALL R9-3A ON SIGNAL POLE INSTALL R3-18 ON SMA AND R9-3A ON SIGNAL POLE; F=14' INSTALL R61-26(CA) ON SMA AND R9-3A ON 165 W 165 W 165 W APS PPB LIGHTING#8 APS5 CSC #6 SIGNAL SERVICE 2 2 2 2 2 PHASE O2 O4 O6 TOTAL 6 2 2 MAGNETIC DETECTORS-DLC 2 2 2 2 2 2 2 2 2 TOTAL 1 2TOTAL SCALE: 1"=50' CONTROLLER TRAFFIC SIGNAL NOTES: 3"C, PT 3"C, PT 3"C, PT 3"C, PT SEE SHEET E-15 3"C, PT 3"C, 1-CAT5e 3"C, 1-CAT5e 3"C, 1-CAT5e 3"C, 1-CAT5e 3"C, 1-CAT5e 3"C, 1-CAT5e 3"C, 1-CAT5e 3"C, 1-CAT5e HOSKING Ave "H 1" LI N E"H" LINE E-19 H3 R A MP"H3 " L INE H2 RAMP"H2" LINEAND CONDUCTOR INTERCONNECTION CONDUITH5 RAMP"H5" LINEROUTE 99H6 RAMP H1 RAMP "H6" LI NE H4 RAMP "H4" LINE R/WR/WR/WJOE ATIENZAIOANA MARGINEANU7 43 87 3 R/W "H" LINE"H" LINE R/W R/W SEE SHEET E-17 THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY.432 1 9 420 1256 2. FOR ADDITIONAL ELECTRICAL FACILITIES SEE SHEETS E-3 TO E-12, E-15, E-17 AND E-20. SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE. 1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:41:41 AM1/17/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua019.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 6(E) 6(E)CONCCONCCONCASPHCONCHOSKING RDSR-99SR-99 G G G G G G G G GG F FFFFGGGGGGGGGG GGGGGGGFFFGGGGGGG F F G G G GGGGGGGGGGGGGGGG G GG G G G GFF G G G G G G G G G G G G1 4 25 6 7 8 9 1 2 3 4 35 6 30 942012344256722012310 1 2 3 4 315678932012343256712023 9620123625678912 3 4 635 6 425 6 4525674 46303"C, PT TRAFFIC SIGNAL CONTROLLER "H" Sta 17+00201 "H" Sta 44+00CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 8-12-2016 JAMES N. SIMON "H6" LINE "H5" L INE "H4 " LI NE"A" LINE"H" LINE"H3" LINE H3 RAMP H6 RAMP H5 RAMP H4 RAMP E-20 RS AWG CABLE/ CABLE SCHEDULE CIRCUIT 1 2 2" #6 334 CABINET CCTV 1 CONDUIT AND CONDUCTOR SCHEDULE 2 1 HOSKING AveSCALE: 1"=50' THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY.JOE ATIENZAIOANA MARGINEANU1 1 2 (THIS SHEET ONLY) 1 NOTES: RS NEMA 3R ENCLOSURE, AND DETECTOR. PB. EXISTING MICROWAVE VEHICLE DETECTION SYSTEM. SYSTEM INCLUDES POLE, SOLAR PANELS, RC 2-3" NUMBER AND SIZE CONDUIT RUN 1 2 5 3 6 7 4 FOR ADDITIONAL INFORMATION REGARDING ELECTRICAL SERVICE FOR TDC, AND CABINETS SEE SHEET E-10. SEE SHEET RSP-ES-16B. (FOR FOUNDATION DETAIL SEE STRUCTURAL PLANS.) TYPE CCTV 30 POLE WITH CAMERA ASSEMBLY ON BRIDGE BARRIER AT Sta "H" 29+60.75 Lt. CLOSE CIRCUIT TELEVISION SYSTEM 1 NOTE 7 SEE 2 3 SEE NOTE 6 SEE NOTE 5 NOTE 6 SEE ALL PULL BOXES SHALL BE No. 5 (E)(T) UNLESS OTHERWISE NOTED. DETAILS ON SHEET E-22. FOR ADDITIONAL CONDUITS AND WIRE RUNNING TO ELECTRICAL SERVICE CABINET SEE SHEET E-10 & (SHOWN AS EXISTING) RUNNING FROM THE TDC SEE SHEET E-10. FOR ADDITIONAL INFORMATION REGARDING TDC, SERVICE FOR TDC AND TELEPHONE WIRES AND CABLES CCTV HYBRID CABLE CCTV CONTROLLER ASSEMBLY IN MODEL 334L CABINET.9m9 99996(E)6(E)DSDSDSDS6(E)6(E)ST FFGGGGGGGGGGFG G G G G GG G G GGGF G G G G G G G G G G CONCASPHCONCSR-99SR-99342567891302 3 4 425 6 7 8 9 2 3 4 325 6 7 8 9 2 3 625 6 7 89123463562 3 4425674 525 6 4 630202 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:43:08 AM1/17/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua020.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. ELECTRICAL DETAILS (PULL BOX INSTALLATION) NO SCALE E-21 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:44:22 AM1/17/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua021.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010JOE ATIENZAIOANA MARGINEANU Var BY LOCATION) (Qty AND PLACEMENT Exist CONDUIT (Var BY LOCATION) NATIVE SOIL OR PCC COMPLETELY AROUND PB WRAP ROOFING PAPER ALL AROUND PB 12" Min PCC MANUFACTUER NOT SHOWN, VARIES BY LOCKING MECHANISM SHALL BE FLUSH WITH PB TAMPER RESISTANT COVER ROCK SUMP Exist CRUSHED (Var BY LOCATION) NATIVE SOIL OR PCC (Var BY LOCATION) Exist PB EXTENSION ALL AROUND PB 12" Min PCC SHALL BE FLUSH WITH PB TAMPER RESISTANT COVER MANUFACTUER NOT SHOWN, VARIES BY LOCKING MECHANISM PB AND Exist EXTENSION COMPLETELY AROUND Exist WRAP ROOFING PAPER TAMPER RESISTANT PB COVER ON EXISTING PB DETAIL C ........................................................................................................................................................................................................................................................................ROCK SUMP CRUSHED GROUT TAMPER RESISTANT PB COVER AND PB....DETAIL A............................................................18" Var BY LOCATION) (Qty AND PLACEMENT Exist CONDUIT Exist GROUT (TO PB COVER) GROUND WIRE . . . . . . . . . ..............................................................................................................................................................................................................(Var BY LOCATION) Exist PB 12" (TO PB COVER) GROUND WIRE GROUT GROUT 203 SERVICE ENCLOSURE INSIDE WALL OF DOOR HASP TOP VIEW THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. ELECTRICAL DETAILS NO SCALE E-22 (SERVICE CABINET INSTALLATION) CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:46:11 AM1/17/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua022.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010JOE ATIENZAIOANA MARGINEANUHASP HASP PADLOCK Exist LATCH Exist DETAIL SEE HASP FRONT VIEW SIDE VIEW EQUIPMENT ENCLOSURE HASP ON Exist SERVICE OPEN POSITION HANDLE IN PADLOCK HASP FOR STEEL. WASHER SHALL BE STAINLESS HEXAGON NUT, AND LOCK …" FLAT HEAD CARRIAGE BOLT, 4•"8ƒ" 3 PLACES BOLT, Typ FLAT HEAD FOR …" SQUARE HOLE 8" LOCK OUTLINE 1 3 PLACES BOLT, Typ FLAT HEAD FOR …" SQUARE HOLE GALVANIZED (14 GAUGE) NOTES: LEGEND: (THIS SHEET ONLY) 4. MODIFIED PB DETAILS. SEE STANDARD PLANS FOR DETAILS NOT SHOWN. 1 DIMENSIONS Min 3" DIAMETER TO SUIT LOCK. FOR APPROVEL BY THE ENGINEER. 2. SUBMIT INSTALLATION DETAILS FOR EACH SITE PRIOR TO INSTALLATION DOOR CAN OPEN AND CLOSE WITHOUT HINDRANCE. 1. INSTALL FRONT AND SIDE HASP IN A MANNER SO THAT THE ENCLOSURE FLAT HEAD BOLTS, WASHERS AND LOCKING TYPE NUTS. 3. PROVIDE AND INSTALL LOCKS AND ALL MOUNTING HARDWARE SUCH AS HASP PLATES NECESSARY TO FIT SERVICE EQUIPMENT ENCLOSURES. SERVICE EQUIPMENT ENCLOSURE. ADJUST MOUNTINGS AS 5. DETAIL B SHOWS TYPICAL INSTALLATION FOR A TYPE III-AF LOCK COVER HANDLE AND LOCK COVER HANDLE AND ENCLOSURE INSIDE OF TOP LATCH ENCLOSURE INSIDE OF MIDDLE LATCH POSITION CLOSED HANDLE IN ENCLOSURE INSIDE OF BOTTOM LATCH 3 POINT LOCK AND COVER TYPE III SERVICE EQUIPMENT ENCLOSURE HASP DETAIL TOP VIEW WALL PANEL SERVICE EQUIPMENT ENCLOSURE TYPE III • HASP SIDE VIEW HASP PLATE MOUNTING HARDWARE HASP DETAIL SIDE VIEWHASP DETAIL FRONT VIEW DETAIL D DETAIL B SINGLE DOOR PADLOCK MOUNTING 204 THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. E-23 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 238 8-12-2016 JAMES N. SIMON 06 Ker 99 18.0/19.2 CITY OF BAKERSFIELD BAKERSFIELD,CA 93301 1501 TRUXTUN AVENUE PASADENA, CA 91124 100 WEST WALNUT STREET PARSONS 233 XXXXXXXE13750 07/30/15 7/18/14 6/18/14 DALE WILSON x x x x x Dist COUNTY ROUTE POST MILES TOTAL PROJECT SHEET No. TOTAL SHEETS LAST REVISIONSTATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONNo. Exp. CIVILREGISTEREDPROFESSIONAL E N G I NEERST A TEOF CALIFORNIA REGISTERED CIVIL ENGINEER TIME PLOTTED =>DATE PLOTTED =>9:48:24 AM1/17/2018CHECKED BYDESIGNED BYCALCULATED-REVISED BYDATE REVISEDPLANS APPROVAL DATE DATE CONSULTANT FUNCTIONAL SUPERVISORRCOPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS R00-00-00USERNAME =>p0094194 DGN FILE =>060C930ua023.dgn RELATIVE BORDER SCALE IS IN INCHES 0 1 2 3 UNIT 1443 PROJECT NUMBER & PHASE 06000000401BORDER LAST REVISED 7/2/2010 NOTES: e. d. c. b. a. 5. 4. 3. 2. 1. NO SCALE AS SHOWN ON DETAIL A. PATC SHELF MUST BE ONE PIECE SECURED TO PLYWOOD PANEL WITH SCREWS. DIMENSIONS STUDS WELDED TO ENCLOSURE. FASTEN FIXED MOUNTING PANELS WITH NUTS, LOCK AND FLAT WASHERS TO ‰" O X 1" VENTILATION LOUVERS MUST BE LOCATED ON THE DOOR. TO RECEIVE A PADLOCK. LOCKABLE WITH A PADLOCK. THE PADLOCK HOLE MUST BE A MINIMUM DIAMETER OF ‹" THE EXTERIOR DOOR MUST BE SIDE HUNG AND SECURED WITH A DRAW LATCH, MATERIAL MUST BE ANODIZED ALUMINUM („" THICK). TDC: CONDUIT MUST BE BONDED TO THE ENCLOSURE BE 24"x15"x24" AND 2" ABOVE FINISHED GRADE. IN UNPAVED AREAS, A RAISED PCC PAD MUST BE PLACED IN FRONT OF THE TDC. PAD MUST FOUNDATION. PLACING THE CABINET TO SEAL OPENINGS BETWEEN THE BOTTOM OF THE CABINET AND THE AN APPROVED MASTIC OR CAULKING COMPOUND MUST BE PLACED ON THE FOUNDATION PRIOR TO TDC MUST BE FURNISHED WITH A TERMINAL BLOCK, SHELF AND PATC. DIMENSIONS ARE NOMINAL. (TDC DETAIL) ELECTRICAL DETAILS 205 11ƒ" STEEL PIANO HINGE CONTINUOUS STAINLESS LOUVERS FILTERED VENTILATION 1'-8" 2'-0" 3'-7" 2'-0" 1'-3" GROUND CLAMP GROUNDING ELECTRODE CAST IN PLACE FOUNDATION PADLOCK LOCKABLE WITH DRAW LATCH, (SEE NOTE 4) BONDING JUMPER GROUNDING ELECTRODE EXTERIOR DETAIL B FRONT VIEWSIDE VIEW LUG GROUNDING †" x 1'-6" x 4" ANCHOR BOLTS (4) HS GALVANIZED GRADE FINISHED 10•" 1'-8" SECTION B-BSECTION A-A DETAIL A HOUSING VENTILATOR SCREENED RAIN TIGHT A B A B FRONT VIEW INTERIOR 6‚" ƒ" 1ƒ"TOTAL 10 TO ENCLOSURE, STUDS WELDED HOUSING VENTILATOR SCREENED RAIN TIGHT FIXED PANEL (GRADE ACX) ƒ" PLYWOOD 2" 3'-7" 2•"BASE PLAN DETAIL C 8„" 7‚" 10‚" 1ˆ" 2" 1'-8" 1'-6" 1'-4" Typ 1„" x ƒ" SLOTS, Typ ELECTRODE, GROUNDING BLOCK TERMINAL 12"PATC 5"2"C TO PB (W X H X D) 15" x 5" x 9" SHELF BB EB 950' VC N11°31'03"W1 2&NS & FS N89°11'35"W18'-3"• Exist Hosking Rd Slope Toe of 4:1Elev 381.879' EB 31+56.143 S Elev 381.519' BB 28+59.563 Slope Top of Slope Toe of Slope Top of To Lamont To Tupman Baker s f i el dToToLos Angel es 1 2&NS & FS 140'-5‚" 1 2 3 5 5'3 @ 12'-0"2'13' 10'3 @ 12'-0"10' 13' 3 @ 12'-0"3 @ 12'-0"2'-0"5'-0"21 1 2 4 4 28+00 5 5 5 5 4 156'-1ƒ" N85°09'43"WOn -Ra mp SB8' Shld 10'Gore On -Ra mp Merge N85°09'43"W 1•:1 Toe of Slope NB21'-6"9'-0"- R/C = -0.6832% Per Station 5' to 8'TYPICAL SECTION 6 6 296'-7" Measured along S "H" Line = S "H" Line 30+00.28L L "H" Line 6 7 77 Shld 12°19'28" Skew Gore Area 8 8 S "H- 6 " Li n eL S "H- 3 " Li n eLL S "A" Line 422+93.14L 8N1 1°30'52"WPaint "Br. No. 50-0507" Concrete Barrier Type 26 (Mod) Structure Approach, Type N(30S) Paint "Hosking Ave OC" 2- 5" Á Future Utility Opening NOTES: 12°19'28" Skew 12°19'28" Skew 6 Slope Top of 6 6 6 Future Utility Opening Var12'6' &Var6' &Var9 9 624+88.07 EC 621+27.06 BC 9 Typ t e 99Rou3 3 to be removed (Br No. 50-0246) Exist Hosking Road OC 10 10 10 10 10 10 w/Chain Link Railing Type 7 (Mod) 10 Slope Toe of VarSheet. See "General Notes and Index to Plans" For General Notes and Index to Plans, Deck Drain Type D-1 Sheet. For Quantities see "Deck Contours" 11 11 Top of Slope 2" Á Electrical (Irrigation) Conduit 2" Á Electrical (Lighting) Conduit • Bent 2ClrVertMin 6" Á PG & E Electrical Conduits (12000 Volts) AT & T Telephone Line (4 - 4"Á Conduits) 12" Á PG&E Casing for Future Gas Line - by Others 2" Á Electrical (CCTV) Conduit 3" Á Electrical (SIC) Conduit 3" Á Electrical Conduit 4"Á Supply Line (Bridge) MBGR, See "Roadway Plans" Plans" Bridge Mounted Sign, see "Roadway Electrolier, see "Roadway Plans" and "Roadway Plans" CCTV Camera, see "Miscellaneous Details" sheet Type 60R Concrete Barrier COLUMN-DETAILS" sheets See "TRANSITION AT BRIDGE Concrete Barrier Type 60R 06-0C9304 2 STEEL CONDUITS) (2-6" STEEL AT & T: 0615-NRW-0629 PG & E: 0615-NRW-0620 5 62"382.425 382.950 383.625 384.185 384.310 383.770 383.980 383.305 383.655 384.100 384.270 383.965 382.915 383.240 IN BARRIER (Typ) ELEVATION OF NAIL ENCROACHMENT PERMIT RIDER No. 206 8-12-2016 JAMES N. SIMON 29+00 30+00 31+00 32+00 6233223236/26/2014 3 3 1 DEPARTMENT OF TRANSPORTATION PREPARED FOR THE STATE OF CALIFORNIA TIME PLOTTED =>DATE PLOTTED =>11:04:52 AM1/17/2018USERNAME =>p0094194PROJECT ENGINEER GENERAL PLAN DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAILS QUANTITIES BY CHECKED CHECKED PLANS AND SPECS COMPARED BY BY 50-0246rl-a-gp01.dgnFILE => BRIDGE NO. 03/04/11 SHEET OF CHECKED CHECKEDBY BY DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS The State of California or its officers or agents completeness of electronic copies of this plan sheet. shall not be responsible for the accuracy or POST MILES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 POST MILES DATE DESIGN GENERAL PLAN SHEET (ENGLISH) (REV. 2/25/05) 6 KER 99 UTHAYA SANDIRASEGARAM C61444 A. Segura U. Sandira LOAD AND RESISTANCE FACTOR DESIGN LAYOUT SPECIFICATIONS G. Matesic U. Sandira U. Sandira 18.52 50-0507 UTHAYA SANDIRASEGARAM, P.E. HOSKING AVE OVERCROSSING (REPLACE) IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell Y. Matsuo LIVE LOADING: HL93 w/ 'LOW-BOY' AND PERMIT DESIGN VEHICLE Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield J. Rudolph P. Johnson 18.0/19.2 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATES CONTRACT NO.:PROJECT NUMBER & PHASE: UNIT:1443 0600000040 06-OC9304 05/21/14 06/30/15 33 06/26/14 238 Elev 375.590 34+75.00 EVC No Scale -3.07%3.42% Elev 373.90 25+25.00 BVC 1" = 20' 1" = 10' 1" = 20' Abut 1 Bent 2 Treatment Architectural NOTES: ~ LEGEND: Indicates Existing Structure PLAN PROFILE GRADE ELEVATION Slope Paving FG UTILITIES 4 3 1 2 2" Á CNC Electrical Ducts Wingwall L = 361.01' 1CURVE DATA R = 3000' T = 180.72' = 6°53'41" 5 1 S16 °58' 0 2"EIndicates Bridge Removal @ Exist Bridge Approx OG Indicates ElectrolierS "A" Li ne Abutment Pilaster Panel 6 Treatment, Typ Architectural ~Abut 3 1. Indicates Point of Minimum Vertical clearance 2. 7 8 9 10 11 12 S "H" LineL FG 9 43 Median Raised Grade Profile 5 Girder Box CIP/PS 21 6 4 3 Typ Treatment, Architectural Column, Typ Square 6'-0"x6'-0" 7 7 8 11 10 12 Barrier Type 60R Top of Concrete CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE4:14:14:11•:1 1•:1 Varies Merge 8' to 5' 10' to 32'12' L Shld ShldVar12' 1•:1 128'-11" Varies - 55'-2" to 73'-9" 1'-0" & Var5' Min 3 @ 12'-0" = 36' 2'-0"2'-0" 3 @ 12'-0" = 36'Varies 6'-0"5'-0"5'-0" Varies6'-0" Varies - 73'-9" to 55'-2" & Var 5' Min 6'-0" 1'-0" -2%-2% 30+0029+00 31+00 Datum Elev = 325.00 28+00 422423624............... Abut 3Bent 2 33. 32. 31. 30. 29. 28. 27. 26. 25. 24. 23. 22. 21. 20. 19. 18. 17. 16. 15. 14. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. AS-BUILT LOG OF TEST BORINGS LOG OF TEST BORINGS ARCHITECTURAL DETAILS NO. 5 ARCHITECTURAL DETAILS NO. 4 ARCHITECTURAL DETAILS NO. 3 ARCHITECTURAL DETAILS NO. 2 ARCHITECTURAL DETAILS NO. 1 TRANSITION AT BRIDGE COLUMN - DETAILS NO. 2 TRANSITION AT BRIDGE COLUMN - DETAILS NO. 1 TUBULAR HANDRAILING (MOD) CHAIN LINK RAILING TYPE 7 (MOD) MISCELLANEOUS DETAILS STRUCTURE APPROACH DRAINAGE DETAILS STRUCTURE APPROACH TYPE N(30S) SLOPE PAVING DETAILS DECK DRAINAGE DETAILS PIPE SUPPORT DETAILS ADDITIONAL GIRDER REINFORCEMENT GIRDER DETAILS GIRDER LAYOUT TYPICAL SECTION BENT DETAILS NO. 2 BENT DETAILS NO. 1 BENT LAYOUT ABUTMENT DETAILS NO. 2 ABUTMENT DETAILS NO. 1 ABUTMENT 3 LAYOUT ABUTMENT 1 LAYOUT BRIDGE REMOVAL DETAILS FOUNDATION PLAN DECK CONTOURS GENERAL NOTES & INDEX TO PLANS GENERAL PLAN STANDARD PLANS DATED 2010 ES-6B ES-6A B14-5 B14-4 B14-3 B11-54 B11-52 B8-5 B7-11 B7-10 B7-8 B7-6 B7-1 B6-21 B0-13 BO-5 B0-3 B0-1 A87A A62C A10E A10D A10C A10B A10A FOR TYPES 15 AND 21, BARRIER RAIL MOUNTED) ELECTRICAL SYSTEMS (ELECTROLIER ANCHORAGE AND GROUTING ELECTRICAL SYSTEMS (LIGHTING STANDARD, TYPES 15 AND 21) WATER SUPPLY LINE (DETAILS) (PIPE SIZES LESS THAN 4") WATER SUPPLY LINE (BRIDGE) (PIPE SIZES LESS THAN 4") LESS THAN 4") COMMUNICATION AND SPRINKLER CONTROL CONDUITS (CONDUIT CONCRETE BARRIER TYPE 26 CHAIN LINK RAILING TYPE 7 CAST-IN-PLACE POST-TENSIONED GIRDER DETAILS UTILITY DETAILS UTILITY OPENING - BOX GIRDER DECK DRAINAGE DETAILS DECK DRAINS - TYPES D-1 AND D-2 BOX GIRDER DETAILS JOINT SEALS (MAXIMUM MOVEMENT RATING = 2") BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS CURBS AND DRIVEWAYS LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL - BRIDGE LINES AND SYMBOLS (SHEET 3 OF 3) LINES AND SYMBOLS (SHEET 2 OF 3) LINES AND SYMBOLS (SHEET 1 OF 3) ABBREVIATIONS (SHEET 2 OF 2) ABBREVIATIONS (SHEET 1 OF 2) 207 06-0C9304 * ** * ** ALL WITH 25% FLY ASH 8-12-2016 JAMES N.SIMON 6/26/2014 GENERAL NOTES & INDEX TO PLANS 2 GENERAL NOTES & INDEX TO PLANS 2 DEPARTMENT OF TRANSPORTATION 50-0246rl-a-itp.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>11:21:04 AM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>11:21:04 AM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 CONCRETE STRENGTH AND TYPE LIMITS No Scale Abut 1 c c c Includes 35 psf for future wearing surface. 2.0 1.8 1.6 1.4 1.2 0.0 0.2 0.4 0.6 0.8 1.0 Spectral Acceleration (g)0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 Period (seconds) CONCRETE STRENGTH AND TYPE LIMITS No Scale LEGEND Standard Plan Sheet No. Detail No. PLAN SYMBOLS Abut 1 n = 8 f = 60 ksi See "Prestressing Notes" on "Girder Layout" Sheet.CONCRETE: PRESTRESSED CONCRETE: REINFORCED y c INDEX TO PLANS c c 4.0 ACCELERATION RESPONSE SPECTRA SHEET NO.TITLE LOAD AND RESISTANCE FACTOR DESIGN GENERAL NOTES Standard Caltrans ARS Curve Abut 3Bent 2 (Peak Rock Acceleration = 0.4g) SDC ARS Curve for Soil Profile D (M = 8.0± 0.25) Soil Type D, M=8.0+/-0.25 PBA=0.4g Caltrans SDC ARS Curves f' = 3.6 ksi Unless Otherwise Noted Seismic Loading: Seismic Design: Live Load: Dead Load: Design: HL-93 and Permit Design Vehicle. Version 1.4, June 2006. Caltrans Seismic Design Criteria (SDC), "Foundation Plan" sheet. For Foundation bearing pressure information, see (f' = 4.0 ksi @ 28 days) Structural Concrete, Bridge "Girder Layout" sheet) (f' Per Prestressing Notes on Structural Concrete, Bridge Structural Concrete, Bridge Structural Concrete, Approach Slab Structural Concrete, Bridge Footing FOUNDATION: A Section Identification by Caltrans). Bridge Design Specifications ('96 AASHTO w/ Revisions Barrier and Structure Approach Slabs are Designed Using v3.06.01; Except that Earth Retaining Systems, Bridge with Interims Through 2006 and the California Amendments AASHTO LRFD Bridge Design Specifications, 3rd Edition RSP RSP RSP RSP CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE DECK CONTOURS 28+00 29+00 31+00 32+0030+00 Edge of Deck Edge of Deck Structure Approach EB BB Structure Approach • Brg Abut 1 • Brg Abut 3• Bent 2 NOTES: L 381.5 381.5 381.0 380.5 380.5 381.0S "H" Line QUANTITIES CONCRETE BARRIER (TYPE 26 MODIFIED) TUBULAR HANDRAILING (MODIFIED) CHAIN LINK RAILING (TYPE 7 MODIFIED) BRIDGE DECK DRAINAGE SYSTEM MINOR CONCRETE (TEXTURED PAVING) SLOPE PAVING (CONCRETE) 24" WELDED STEEL PIPE CASING (BRIDGE) BAR REINFORCING STEEL (BRIDGE) JOINT SEAL (MR= 2") DRILL AND BOND DOWEL ARCHITECTURAL TREATMENT STRUCTURAL CONCRETE, APPROACH SLAB (TYPE N) STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, BRIDGE FOOTING PRESTRESSING CAST-IN-PLACE CONCRETE 4" SUPPLY LINE (BRIDGE) STRUCTURE BACKFILL (BRIDGE) STRUCTURE EXCAVATION (BRIDGE) BRIDGE REMOVAL 731 LF 60 LF 669 LF 6,564 LB 6,094 SF 70 CY 162 LF 1,057,109 LB 270 LF 61 LF 2,071 SF 300 CY 3,719 CY 865 CY 1 LS 374 LF 4,071 CY 1,494 CY 1 LS 208 06-0C9304 8-12-2016 JAMES N. SIMON 1" = 20' PLAN 3. 2. 1. 382.0 380.0379.5 382.0 381.0 381.5 380.0 380.5 380.0 3 8 0. 5 3 XXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXX XXXXX X X X = 10' Intervals Along Station Line. Contour interval is 0.1'. Contours do not include camber or falsework settlement. CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE DEPARTMENT OF TRANSPORTATION 50-0246rl-d-dc01.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>1:27:49 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>1:27:49 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 33 6/26/2014 06/26/14 238 1" = 20' 1. 2. 3. 4. Location Abutment 3 Bent 2 Abutment 1 • Brg Abut 1 • Exist Bent 2 Brg Abut 5 • Exist • Brg Abut 3 Typ 12°19'28", Skew N89°11'35"W S 350.0 • Exist Bent 4 WWLOL N89°11'35"W 350.0 350.0 (To be Relocated) Exist Electrical Line (To be Relocated) Exist Telephone Line Working Stress Design (WSD) 6.6 N/A 9.2 Load and Resistance Factor Design (LRFD) (ksf) Áb=1.00 Resistance Nominal Bearing Factored Gross Extreme Event N/A 60.7 N/A NOTES: PLAN 28' -0""21628' -0"28' -0""2127' -5WWLOL N80°59'14"W WWLOL S89°11'35"E WWLOL S81°11'35"E Brg Abut 1 • Exist "2156' -3"2177' -9S LEGEND: Indicates Existing Structure Indicates exist pile "2177' -8"2156' -3S "A" Li neL1 S "H- 6 " Li n eL S "H- 3 " Li n eL L "H" Line SB On-Ra mp NB On-Ra mpL = 361.01' 1CURVE DATA R = 3000' T = 180.72' = 6°53'41"S 16° 5 8' 0 2 " E4 = L Hosking Ave "H" Line 30+00.28 E. Abapo Sta 28+61.10 Sta 31+54.61 • Bent 2 • Col • Col • Col • Col • Col • Bent 2 30+00 "H" Line "A" Line N89°11'35"WN11°31'03"WFooting DETAIL 1 N11°31'03"WN11°31'03"WDetail 1 "H" Line 30+00 N11°30'52"WN11°31'13"WPI "H" Line 30+00.28 SPREAD FOOTING DATA TABLE • Exist Bent 3 xxx.x 31.6 N/A 34.6 N/A 6.7 N/A (ksf) (Settlement) Contact Stress Permissible Gross 4/6/09(To Remain) Exist 27" Sewer Line (To be Relocated) Exist 27" Sewer Line Proposed 27" Sewer Line 624+88.07 EC Rout e 99= S "A" Line 422+93.14L 621+27.06 BC BENCH MARKS: CCS 83, Zone V, 1983 NAD (2004.0 EPOCH) Vertical BM "B 1291" Elev 349.22 (NAVD 88) Indicates bottom of footing elevation (ksf) Capacity Gross Bearing Allowable (ksf) (Settlement) Contact Stress Permissible Net Service (ksf) Áb=0.45 Resistance Nominal Bearing Factored Gross Strength N/A 27.3 N/A Not all exist piles shown. See "Road Plans" for utility details not shown. agencies prior to any removal, relocation or new construction. only. The Contractor shall verify all existing utilities and notify utility The types and locations of all utilities are provided for information For abandoned utilities and utility relocations see "Roadway Plans". Contours shown represent existing grading. 209 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON DEPARTMENT OF TRANSPORTATION PREPARED FOR THE STATE OF CALIFORNIA TIME PLOTTED =>50-0246rl-e-fdpl01.dgn DATE PLOTTED =>1:43:22 PM1/17/2018FILE =>USERNAME =>p0094194GEOTECHNICAL PROFESSIONAL APPROVAL DATE DESIGN OVERSIGHT SIGN OFF DATE FOUNDATION PLAN PROJECT ENGINEER PHOTOGRAMMETRY AS OF: SURVEYED BY BY CHECKED DRAFTED BY BYFIELD CHECKED ALIGNMENT TIES SCALE:VERT.DATUM HORZ.DATUM CHECKEDBYDESIGN DETAILS QUANTITIES BRIDGE NO. SHEET OF USERNAME =>BY BY CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT The State of California or its officers or agents completeness of electronic copies of this plan sheet. shall not be responsible for the accuracy or ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 FOUNDATION PLAN SHEET (ENGLISH) (REV. 2-25-05) POST MILES POST MILE DATE X X X X 6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira UTHAYA SANDIRASEGARAM, P.E. 18.52 50-0507 HOSKING AVE OVERCROSSING (REPLACE) IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell Y. Matsuo NAVD 88 07/03/2007 Ruel del Castillo Ruel del Castillo (2004.0 EPOCH) 1983 NAD J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 UNIT: PROJECT NUMBER & PHASE:0600000040 1443 CONTRACT NO.:06-OC9304 EARLIER REVISION DATES DISREGARD PRINTS BEARING REVISION DATES 06/30/15 05/21/14 3306/26/14 238 6/26/2014 28+00 29+00 30+00 31+00 32+00 422423424624623322323376.2 353.1 353.3 374.5 360 365 370 370 365 360 CONC CONC CONCCONCASPHASPH 41'-4‚"± 23'-0ƒ"±17'-4"± Abut 1 • Exist Bent 2 • Exist Bent 3 • Exist Bent 4 • Exist Abut 5 • Exist Sta 28+84.59± Exist BB Sta 31+06.22± Exist EB 29+00 30+00 31+00 • Exist Hosking Rd 62 3 L "H- 6 " Li n e L "H- 3 " Li n e S S62 4 See Note 4 See Note 3 210 06-0C9304CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 8-12-2016 JAMES N. SIMON PLAN BRIDGE REMOVAL DETAILS LEGEND Indicates Existing Structure Indicates Existing Piles 5 LS "H" Line LS "H" Line NOTES: 5. 4. 3. 2. 1. Indicates Bridge Removal (Exist Abut 1 Shown, Exist Abut 5 Similar) ABUTMENT ELEVATION BENT ELEVATION ˆ" = 1'-0" „" = 1'-0" „" = 1'-0" 3 23EXIST EXIST Existing Utility Lines to be Relocated. See "Utility Plans". down to 2'-0" min below Finish Grade. Remove exist Abutments, Wingwalls, and remove exist Piles new footing whichever is lower. Piles 2'-0" min below the bottom of existing footing or At existing Bents, Remove existing footings and existing All existing Piles not shown. See As-Built Plans of Br. No. 50-0246. For Existing Dimensions, Details and Information Not Shown, DEPARTMENT OF TRANSPORTATION 50-0246rl-e-rem01.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>1:35:41 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>1:35:41 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 33 6/26/2014 06/26/14 238 PLAN ‰" = 1'-0" ABUTMENT 1 LAYOUT 21'-6"21'-6"• Bearing Pad, Typ • Interior Girder = See Note 4 See Note 3 Backwall Top of Abut -2%-2% B7-10 U-2 ‰" = 1'-0" NOTES: 10'-7"10'-7"5'-0"6'-5•"3 Spaces @ 11'-5•" = 34'-4•"5 Spaces @ 11'-5•" = 57'-3•" E q ual E q ual E qual E q ual E qual E q ual ••Slab Finished Surface Structure Approach B7-10 U-2 3'-11"• B7-10 U-2 368.46 368.92 6" Fillet 6" Fillet E qu al E qual •3'-8"3'-11"3'-11"Abut 1 • Brg sheet Details No. 2" see "Abutment Shear Key, Typ 2'-6"2'-6" B7-10 U-2 B7-10 U-2 ELEVATION (24" Wide x 30" High) Telephone Line Opening for AT & T T el epho ne Lin e• O p eni ng fo r AT & T PI PI Paving Details" sheet. For Architecture Details on Slope Paving see "Slope sheet. For Deck Drainage Details, see "Deck Drainage Details" 7. 6. "Typical Section" sheet. For Utility and AT & T Electrical Utility Openings see For Bearing Pad Details see "Abutment Details No. 1" sheet. For Wingwall Details, See "Abutment Details No. 2" sheet. Details" sheet. For Drainage Details, See "Structure Approach Drainage For Section A-A, See "Abutment Details No. 1" sheet. 5. 4. 3. 2. 1. See Note 2 3"Á Drain Pipe Va ries, Typ See Note 2 3"Á Drain Pipe Pipe for Deck Drain 1'-6" Á Opening Pipe for Deck Drain 1'-6" Á OpeningB7-10 U-8 B7-10 U-8 Panel Pilaster Abutment See Note 6 Drain Pipe • Opening for See Note 6 Drain Pipe, • Opening for O penin g• F ut ure Utilit y1'-0 "6'-4""431'-6See Note 7 FG = Top of Slope Paving Edge of DeckWW LOLN89°11'35"W"Abutment Details No. 1" Sheet See "Bearing Pad Detail" on Irri gati on Pi pe• O peni ng f or 4"Á Pilaster Abutment Edge of Deck N80°59'14"W WW LOL -2%-2% B7-10 U-2 3'-0" El ect ri cal for PG & E• O penin g •3'-8"(18" Wide x 18" High) Electrical Opening for PG & E U-2 B7-10 1'-0" Á Casing Opening Future Utility C asi ng• F ut u re G as Li neCasing Future Gas Line 4"Á Supply Line (Bridge) 12" x 12" Opening for 24"Á Welded Steel Pipe Casing 211 06-0C9304 RFI 29 24" 8-12-2016 JAMES N. SIMON 6 DEPARTMENT OF TRANSPORTATION 50-0246rl-f-a01_lo1.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>1:52:51 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>1:52:51 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE A A LS "H" Line LS "H" LineN85°09'43"W• Brg Pad • Brg Pad N85°09'43"W6/26/2014 80'-0"58'-6 1/4 " 77'-11"56'-5 1/4 "6'-4"1'-0"1'-6 3/4 "2'-6"2'-6"1'-0"'-0" M in & ABUTMENT 3 LAYOUT Backwall Top of Abut -2%-2% ‰" = 1'-0" Slab Finished Surface Structure Approach B7-10 U-8 PLAN 25'-0"10'-7"10'-7"5'-0"6'-5•"3 Spaces @ 11'-5•" = 34'-4•"5 Spaces @ 11'-5•" = 57'-3•" E qu al E qual E qu al E qual O peni ng• Fut ur e Utili yE qu al E qual 3'-11"3'-11"366.42 367.10 NOTES: 6" Fillet 3'-8"3'-11"E q ual E q ual E qu al B7-10 U-2 B7-10 U-2 B7-10 U-8 2'-6" B7-10 U-2 2'-6" B7-10 U-2 ‰" = 1'-0" ELEVATION Tel ep ho ne Lin e• O p eni ng fo r AT & T (24" Wide x 30" High) Telephone Line Opening for AT & T PI 1'-0" M in &Var ies, Typ B7-10 U-2 B7-10 U-2 2'-6"6'-4"6'-4"See Note 2 Drain Pipe, • Opening for See Note 2 Drain Pipe, • Opening for Ir ri g atio n Pi pe 4"Á D uctil e Iro n• O penin g for Abut 3 • Brg sheet Details No. 2" see "Abutment Shear Key, Typ Edge of Deck Pilaster Abutment 3"Á Drain Pipe Pilaster Abutment Edge of Deck Sheet on "Abutment Details No. 1" See "Bearing Pad Detail" S89°11'35"EWW LOLSee Note 1 FG = Top of Slope,3'-0 " PG& E El ect ri cal• O p eni ng fo r3'-8"B7-10 U-2(18" Wide x 18" High) Electrical Opening for PG & E Opening Future Utility 1'-0" Á Casing C asi ng G as Lin e• Fut u re Casing Future Gas Line 24"Á Welded Steel Pipe Casing (Bridge) for 4"Á Supply Line 12" x 12" Opening 212 06-0C9304 24" RFI 29 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 7 DEPARTMENT OF TRANSPORTATION 50-0246rl-f-a03_lo1.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>1:58:29 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>1:58:29 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 A A24'-0"• Bearing Pad, Typ • Interior Girder = See Note 1 •• • 6" Fillet • LS "H" Line L S "H " L in ePI Pipe for Deck Drain 1'-6" Á Opening Pipe for Deck Drain 1'-6" Á Opening 2. 1. Drainage Details" sheet. For Deck Drainage Details, see "Deck For Notes see "Abutment 1 Layout" sheet.N85°09'43"WN85°09'43"WS81°11'35"E WW LOL -2%-2% "Abutment 1 Layout" sheet 3"Á Drain Pipe See "Note 2" on 6/26/2014 "431'-6"431'-677'-11""4156'-52'-6 ""4180'-058'-6" • Brg Abut Typ " SheetDrainage Details see "Structure Approach Geocomposite Drain #5 Cont, Tot 3 #5 @ 12 #5 @ 12 #7 @ 11 Tot 3 #5 Cont 1 1 #5 @ 12 #5 @ 12 #5 @ 12 Joint Seal MR=2, RSP Polystyrene Expanded Bearing Pad Elastomeric Polystyrene Expanded SECTION A-A •" = 1'-0" JOINT PROTECTION DETAIL No Scale DETAIL 2 1"= 1'-0" • Brg Abut B B SECTION B-B BB or EB Typ 6" Max1'-6"Varies #5 @ 10• 26"x18"x3•" Utility Opening B7-10 U-3 "a" + •", RSP Abut 3 Abut 1 and NOTE (Abutment 1 Shown, Abutment 3 Similar) #6 Tot 20 #6 Tot 20Varies2'-0" Min &ClrClr3"see Note Const Joint Const Joint #5 Tot 6 3'-0" No Scale Dowel #5 x 2'-0" @ 12 Structure Approach Prestressing. Place Backwall after (5 Bundles of 2) #10 at Shear Key, #11 @ 10• #11 @ 10• #7 @ 10• #9 @ 10• @ 10• #7x12'-6" Sheet Approach Type N(30S)" See "Structure Structure Approach Drainage Details" sheet "Structure Approach Drainage System, see Reinf Bars Intersections of Bottom Reinf. Place at Hook around Top & #4 Both ways. Detail 2 213 06-0C9304 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE ABUTMENT DETAILS No. 1 8 DEPARTMENT OF TRANSPORTATION 50-0246rl-f-a03dt01.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>2:04:13 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>2:04:13 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 3"Joint Seal Backwall Abutment BO-1 1-2 with Inserts Bumper Temporary Alternate 1 Drain Geocomposite 3" Bonding Smooth Finish 3" Bonding on Smooth Finish 3" Bonding on 1" Chamfer B0-13 13-1 • Bearing Pad as Bearing Pad same thickness Expanded Polystyrene Silicone Grease Coat top of Pad with over Bearing Pad. Sheet Metal centered 14 ga Galvanized Level Area 3"3" BEARING PAD DETAIL PLAN "W ""L"3""t"3"3"3"Backwall Face of Abutment Backwall Filler •" Exp Joint Const Joint1'-0"Polystyrene Expanded Bearing Pad Girder parallel to • of • Bearing Pad is Abutment Backwall Table for sizes Bearing Pad, see Polystyrene Expanded Abutment Face of 1"= 1'-0" Steel Metal Edge of Galvanized Location ELASTOMERIC BEARING PAD B6-21 B0-13 13-2 B0-13 13-1 #5 Dowel 3" (Fold Neoprene into Chamfer) the Temporary Bumper Abutment Backwall and Installing Place Prior to Backfilling the „" X 1'-0" Neoprene Strip FG (Slope Paving) Polystyrene Expanded 13-2 B0-13 B0-13 13-1 B6-21 (WxLxt) Steel Reinforced 1'-6"2" Clr 2" Clr Slab Approach Structure 8'-0" …" Exp Joint Filler 6/26/2014 "a" 1'-6"1'-6"1'-0"3'-0"'-0"1'-6"9'-0"'-0"9'-0"'-0" 2'-0"'-0"6" 3" Clr13'-0"'-0"3" TypLayout Line Wingwall Not Shown Barrier A. Segura #4 #4 • Polystyrene Expanded Face Retaining • Brg 2- #11 #4 @ 12 2- #4 into Footing #6, Extend 2'-6" Extend 2'-6" into Footing #8 @ 12 Retaining Face, #5 @ 12 Front Face #8 @ 9 Retaining Face #4 @ 12 Front FaceC SECTION C-C Layout Line Wingwall Wingwall Top of Front Face Face Retaining • @ 9 #8 Horiz @ 12 #4 Horiz Details No. 1" sheet Details See "Abutment For Abutment Footing #8 @ 12 #5 @ 12 Const Joint Note See C Wingwall at Abutment 1 Right #5 Tot 6 #5 @ 12 Pilaster not shown BB or EB 1'-0" 2'-0"Varies1'-0" at Top of wall 6" 1'-0" at Top of wall Approach Structure Approach Structure Approach Structure 2" Clr Typ Details No. 2" sheet see "Architectural Bottom of Pilaster,3'-0" Min & variesshear Key) bar to Front face #11 (Extend 1'-0 "edge Rolled 214 06-0C9304 8-12-2016 JAMES N. SIMON ABUTMENT DETAILS No. 2 9 DEPARTMENT OF TRANSPORTATION 50-0246rl-f-a03dt02.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>2:09:53 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>2:09:53 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE SECTION D-D •" = 1'-0" Not to Scale DETAIL 3 Polystyrene 1" Expanded Jt Filler •" Exp Polystyrene •" Expanded A A SECTION A-A •" = 1'-0" •" = 1'-0" ABUTMENT SHEAR KEY DETAIL Polystyrene 4" Expanded Polystyrene 1" Expanded B0-13 13-1 #5 Tot 4 #5 Tot 5 Const Joint 3'-6"#5 Tot 6 Stem Reinf #5 Abut #7 Tot 4 8'-0"• Brg Abut Wingwall Reinf Backwall reinf #6 @ 9, Typ 8'-0"3'-6"#7 Tot 4 #7 Tot 4 B0-13 13-2 B0-13 13-1as Bearing Pad Same thickness Polystyrene Expanded Detail 3 8'-0" B B8'-0"#7 Tot 4 Extend into Footing #6 Tot 4 Full Height Thickness) (Match Brg Pad Polystyrene Expanded SECTION B-B •" = 1'-0" 8'-0" #6 Add #6 @ 9 Fillet 6" Min #6 Tot 4 Backface reinf Abut Stem Fillet 6" Min #5 Tot 4 Front Face reinf Abut Stem Drain Geocomposite 12 Front Face #4 Bars Abutment footing. portion of the Wingwall above to top of Footing at the •:12 Batter to continue Face Retaining #8 Bars Face Front WINGWALL ELEVATION shown, other wingwalls are similar. ‚" = 1'-0" D D Polystyrene Expanded 1.5 1 Abut Wall, Typ Hook reinf into FG •" = 1'-0" 12 FG into Footing full Height, Extend 2'-6" #6 Tot 4 Side Face Reinf Full Height Extend into Footing #7 @ 10• Front Face Reinf Reinf Wingwall Conc Barrier Match top of NOTE E E #4 @ 12 SECTION E-E •" = 1'-0" B0-13 13-2 #5 Tot 6 Abut • Brg Si dew al kReinf Barrier B11-54 - B arri er #4 @ 12 Pilaster (Beyond) Top of Sidewalk #5 Tot 6 at Pilaster 2'-0"3'-0"1'-0" at 6" from Front Face the Shear Key, stop Polystyrene Behind Place •" Expanded Front Face #5 Tot 6 Treatment Architectural Pilaster with Details No. 2" sheet See "Architectural (Detail not shown) Abut Pilaster Treatment Architectural Pilaster with Treatment Architectural Pilaster with Treatment ArchitecturalMinAbut Pilaster #5 into Footing Stem reinf, Extend #7 @ 10• Front Face (5 bundles of 2) #10 Details" Sheet Approach Drainage See "Structure 6/26/2014 1'-6"6"2" Clr1'-6"3'-0" BENT LAYOUT Top ReinforcementBottom Reinforcement PLAN ‰" = 1'-0" ‰" = 1'-0" ELEVATION • Column • Column • Column • Column • Column B B Bottom Slab Edge of Not Shown, Typ Conc Barrier Exterior Girder Outside Face of A A FG Typ 2" S-3 B7-1 #5 of Exterior Girder Stop Bottom Bar @ Outside Face Extend Top Bar to Edge of Deck #10 Tot 30 (15 Bundles of 2) 2" Typ Edge of Deck Typ 1'-6" Edge of Deck 3'-11"3'-11"3'-11"3'-8"B7-10 U-7 Opening (24" x 24") Future Utility B7-10 U-7 B7-10 U-7 B7-10 U-7Opening • Utility Opening • Utility Opening • Utility Opening • Utility 6•" Opening, Typ • Utility • Bent 2 (24" Wide x 30" High) Telephone Line Opening for AT & T #7 Hoops @ 4", TypSee Notes 5 & 6No Splice ZoneTyp @4 Max @ Top #10 Bundles Cont shall be "Service Spliced". All Main Cap Reinforcement Splices "Bent Details No. 2" sheet. For Column Details, see sheet. "Section C-C", see "Bent Details No. 1" For "Section A-A", "Section B-B" and Place Stirrups Normal to • of Bent. Cont @ Bot #10 Bundles Cont, Typ #7 Side Bars Not Shown Raised Median (12 Bundles of 2) #10 Tot 24 rebar interferes with prestressing cable. Cut column rebar by 11"(max) from top wherever reinforcement. All hoops are ultimate butt spliced continuous No splices allowed in column main reinforcement. STIRRUPS AT CORNER No Scale Sheet "Bent Details No. 2" See "Key Detail" on No. 1 through 4" sheets "Architectural Details not shown, Typ, see Architectural teatment 4" Max (18" Wide x 18" High) Electrical Opening for PG & E B7-10 U-7 12" Casing of Future Gas Line 16" X 16" Opening for(Bridges) for 4"Á Supply Line 12" x 12" Opening 215 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 OR PARALLEL TO GIRDER RFI 21 24" RFI 29 8-12-2016 JAMES N. SIMON 10 DEPARTMENT OF TRANSPORTATION 50-0246rl-h-b01_lo01.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>2:14:30 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>2:14:30 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 Typ LEGEND: Indicates 2 Bar Bundle Max, Typ 10@ Typ 4 10@ Typ 4 Columns, Typ Between Typ #6@12 #6 Stirrups 6'-0" NOTES: #6 Stirrups LS "H" Line LS "H" Line • Column, Typ @10 #6 Stirrups @ 6, Typ 4. 3. 2. 1. C C Girder Web, Typ 7. 6. 5. See Note 7 1'-2" Typ @ 4" Max Bentcap Stirrups Typ Tot 12 @ Corner, #6 Legs Exterior Girder Outside Face of & Future Utility on Opening for AT&T, PG&E 6/26/2014 SECTION A-A AWAY FROM COLUMN BENT DETAILS No. 1 • Bent • Bent (12 Bundles of 2) #10 Tot 24 (15 Bundles of 2) #10 Tot 30 #6 6" 7'-6" 3'-9"3'-9" #5 Trans Soffit * of Bent Cap face) (No splices within 20' #7 Longitudinal Cont #6 @ 6 *4" #6 #6 Clear Bent Cap Reinf Adjust Hoops as Req'd to Full Height Into Bent Cap. #7 Column Hoops Extended #7 Hoops #10 Bars • • * Clearance to Main Cap Reinforcement. NOTE: NOTES: 2. 1. NOTE: For Details Not Shown, See Section A-A. (See Note 2) #9 Tot 6 to Clear P/S Ducts. Reinforcement may be Bent or Lowered Place Stirrups Normal to • Bent. Typ 5'-9" (Below) Outline of Column each side #7 Cont, total 4 sheet See "Additional Girder Reinforcement" Added #8 Longitudinal Reinf,of 2) (14 Bundles #11 Bars #11 Bundled bars • Column Top of Bent cap #11 Bundled bars #4 @ 12 #4 • Column Edge of Bent Cap for Girder Removal after stripping forms Cut lines for Polystyrene (Below) Outline of Column Polystyrene Expanded portion of Remove outer Polystyrene 4" Expanded Edge of Bent Cap Min 6", Typ 4" Fillet, Typ Extend to Edge of Deck 4"4" Typ4" Typ 1'-2" Typ sheet "Bent Layout" Note 7 onSee in Bottom Slab Omit upper #5 trans bars • Bent 2 216 06-0C9304 8-12-2016 JAMES N. SIMON 11 A. Segura DEPARTMENT OF TRANSPORTATION 50-0246rl-h-b02dt01.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>2:17:53 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>2:17:53 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE Limits of B0-5 5-10 or B0-5 5-11 B0-5 5-10 or B0-5 5-11 Typ (See Note 1) (See Note 1) 3" Min 3" •" = 1'- 0" •" = 1'- 0" ƒ" = 1'- 0" LEGEND: SECTION B-B AT COLUMN Edge of Bent Cap Edge of Bent Cap Typ 2" Clr LC Column (BENTCAP BOTTOM) REBAR PLACEMENT DETAIL PLAN •" = 1'- 0" LC Column Const Joint SECTION C-C 2'-0" #4 @ 12 Typ R=6" #4 2'-6" #4 @ 12, Typ Reinf Distribution and of Limits •" = 1'- 0" FLARE REINFORCEMENT DETAIL D D 2'-6" 2'-6" 2'-6" •" = 1'- 0" SECTION D-D Reinf Distribution and B0-13 13-1 5 '-6 "ÁIndicates Bundled Bars 2'-6" LC Bent 2 LC Bent 2 6/26/2014 ClrClr• Column • Column • Column • Column 130'-0" • Column • Column • Bent 21•"Typ 6" Clr Max 1. All hoops are "Ultimate Butt Spliced". Indicates Bundled Bars Top MatBottom Mat9'-0" #11 Top Reinf#7 Top Reinf #10 Bottom Reinf #11 Bottom Reinf FG 217 06-0C9304 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE BENT DETAILS No. 2 12 DEPARTMENT OF TRANSPORTATION 50-0246rl-h-b02dt02.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>2:29:27 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>2:29:27 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 • Bent 2 • Col •" = 1'-0" SECTION A-A #7 Hoops • Bent 2 • Col •" = 1'-0" …" = 1'-0" FOOTING PLAN …" = 1'-0" FOOTING ELEVATION 8'-0"Galvanized (Tot 12 Bars) #11 2-Bar Bundles tail inward through spiral core turn at half pitch and hook 12" At spiral ends add an extra A A B B (Tot 28 Bars) 2-Bar Bundles #11 Tot 14 Typ 8'-0"#7 Hoops #7 @ 12 #10 @ 12 of Footing Reinforcement be discontinuous at top 15" Exterior Dia, may #4 Spiral 4" Pitch with Material 1" Joint Filler Filler Material 1" Joint #11 Galvanized NOTE: LEGEND #5 @ 12 Typ 7'-0" #5 @ 12 Typ 7'-0" #5 @ 24 Typ #5 @ 12 Typ 2'-0" #4 @ 12 Typ R=6" Equally Spaced #11 Tot 21 Top & Bot ‚" Amplitude Roughen to per corner, Typ #4 Tot 3 Typ Reinforcing mat #5 Hook around Top & Bot Reinforcing mat #5 Hook around Top & Bot KEY DETAIL (SECTION B-B) see "Architectural Details No.1 through 4" sheets. For Architectural treatment on column faces, Note: B0-13 13-1 6/26/2014 14'-0"7'-4"5'-0"7'-4"2" Clr 8'-0" 8'-0"2ƒ" Clr6ƒ" Clr3"3"4'-0" 5'-0" Varies 73'-9" to 55'-2"Varies 55'-2" to 73'-9" 128'-11" Grade Profile -2%-2% 3'-5•"3'-5•"7•"8†"6'-0"1'-1"1'-1" #7 Cont, Tot 7 4"TypTyp2"Clr1"8" TypGrove, Typ ƒ" Drip S Barrier Barrier 1 2 3 4 1 4 3 2 9 43 2 - 5" Á Future Utility Opening Typ 1'-0", Box Girder Prestressed Concrete Cast-in-Place Typ Typ #5 Tot 4 @ Each Bay #4 Tot 4 Typ #11 Cont, …" = 1'- 0" ‰" = 1'- 0" 6" 6" Each Bay B7-10 Typ 12 Max, #4 @ #8, See Note 1 #8, See Note 1 #6 Stirrups , See "Girder Layout" Sheet NOTES: 5'-6"5'-6"5'-6" 5 5 5'-6" 5•" Chain Link Railing Type 7, Typ L "H" Line SL "H" Line Median 6" Raised 11 @ 11'-0" = 121'-0" Measured normal to • of Girders #5 @ 16 #5 Tot 11 @ Each Bay Future Utility Opening SW & Varies SW & Varies Varies 58'-11•" to 43'-1‚"Varies 43'-1‚" to 59'-0…"5'-0" 2" Á CNC Electrical Ducts AT & T Telephone Line (24"W X 30"H Opening) 6 6 ,Typ Tot 5 #4 requirements of "Service Level Splice" in the Typ 1'-0" Min For additional top and bottom slab reinforcement see "Additional Girder Reinforcement" sheet. project specifications. 7 8 2" Á Electrical (Lighting) Conduit 2" Á Electrical (Irrigation) Conduit 7 7 8 Concrete Barrier Type 26 (mod), Typ (textured paving) Varies 2' to 10'-10" (textured paving) Varies 2' to 10'-10" 3'-0" 6" Á PG & E Electrical Conduits See No Scale #5 Tot 2 per Bay Detail 4 3'-11"910"12" Á PG&E Casing for Future Gas Line - by Others Through 1'-0" x 1'-0" opening 2" Á Electrical (CCTV) Conduit 3" Á Electrical (SIC) Conduit 3" Á Electrical Conduit 4"Á Supply Line (Bridge) Where permitted, splices must conform to the Plans". For Sign Layout and Details, see "Roadway 4. 3. 2. 1. "Deck Drainage Details" sheet. For "4"Á Supply Line (Bridge) Installation", see See "Roadway Plans" Sign Anchors, Bridge Mounted 6" B11-54 - 10'-0" 218 06-0C9304 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE TYPICAL SECTION 13 DEPARTMENT OF TRANSPORTATION 50-0246rl-k-ts01.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>2:33:32 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>2:33:32 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 6'-0" 1'-0"1'-0" 6'-0" Typ 4" Fillet, B8-5 5-10 BO-5 5-11 BO-5 , or S-2 B7-1 BO-5 B7-1 B8-5 Indicates Continuous Reinforcement. LEGEND: Reinforcement. Indicates Additional Slab Longitudinal B7-1 B-1 TYPICAL SECTION UTILITIES: 5'-9•" Typ 18 Max #4 @ 1'-10" Typ 1'-10" Typ 2"Clr1"Clr1•"ClrPART TYPICAL SECTION Tot 2, Typ #8 Cont per Girder #8 Tot 2 •• 5•"1'-5•" • B14-4 B14-5 B14-3 B11-54 • •3" Clr#4 @ 12 #4 Tot 10 B11-52 B11-54 Typ #6 S=11" A-3 A87A Typ Concrete Curb Deep Hole, Typ Dowel @ 4'-0" into 4" #4x9" Drill and Bond Details No. 4" sheet not shown, Typ, see"Architectural Bridge Light Blister and Electrolier No. 1 through 4 sheets Architectural Details Textured Paving, see through 4 sheets Architectural Details No. 1 Textured Paving, see Architectural treatment and • DETAIL 4 B11-54 1210 11 10 11 12 6/26/2014 5'-0" Varies 73'-9" to 55'-2"Varies 55'-2" to 73'-9" 128'-11" Grade Profile -2%-2% 3'-5•"3'-5•"7•"8†"6'-0"1'-1"1'-1" #7 Cont, Tot 7 4"TypTyp2"Clr1"8" TypGrove, Typ ƒ" Drip S Barrier Barrier 1 2 3 4 1 4 3 2 9 43 2 - 5" Á Future Utility Opening Typ 1'-0", Box Girder Prestressed Concrete Cast-in-Place Typ Typ #5 Tot 4 @ Each Bay #4 Tot 4 Typ #11 Cont, …" = 1'- 0" ‰" = 1'- 0" 6" 6" Each Bay B7-10 Typ 12 Max, #4 @ #8, See Note 1 #8, See Note 1 #6 Stirrups , See "Girder Layout" Sheet NOTES: 5'-6"5'-6"5'-6" 5 5 5'-6" 5•" Chain Link Railing Type 7, Typ L "H" Line SL "H" Line 11 @ 11'-0" = 121'-0" Measured normal to • of Girders #5 @ 16 #5 Tot 11 @ Each Bay Future Utility Opening SW & Varies SW & Varies Varies 58'-11•" to 43'-1‚"Varies 43'-1‚" to 59'-0…"5'-0" 2" Á CNC Electrical Ducts AT & T Telephone Line (24"W X 30"H Opening) 6 6 ,Typ Tot 5 #4 requirements of "Service Level Splice" in the Typ 1'-0" Min For additional top and bottom slab reinforcement see "Additional Girder Reinforcement" sheet. project specifications. 7 8 2" Á Electrical (Lighting) Conduit 2" Á Electrical (Irrigation) Conduit 7 7 8 Concrete Barrier Type 26 (mod), Typ (textured paving) Varies 2' to 10'-10" (textured paving) Varies 2' to 10'-10" 3'-0" 6" Á PG & E Electrical Conduits See No Scale #5 Tot 2 per Bay Detail 4 3'-11"910"12" Á PG&E Casing for Future Gas Line - by Others Through 1'-0" x 1'-0" opening 2" Á Electrical (CCTV) Conduit 3" Á Electrical (SIC) Conduit 3" Á Electrical Conduit 4"Á Supply Line (Bridge) Where permitted, splices must conform to the Plans". For Sign Layout and Details, see "Roadway 4. 3. 2. 1. "Deck Drainage Details" sheet. For "4"Á Supply Line (Bridge) Installation", see See "Roadway Plans" Sign Anchors, Bridge Mounted B11-54 - 10'-0" 6'-0", Typ SW Var, Typ Paving Textured -2%-2%8"Clr3"A87A A3-8 B11-54 Reinf per Typ Const Jt, #5 @ 18 hole in SW into 6" deep Drill & Bond #4 @ 18, Typ -2%-2%1•" ClrB3-4 Median 4" Raised 8"A87A A3-8 218 Deep Hole, Typ Dowel @ 4'-0" into 4" #4x7" Drill and Bond TYPICAL SECTION CCO 25 REVISED SHEET 06-0C9304 r 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 13 DEPARTMENT OF TRANSPORTATION 50-0246rl-k-ts01r.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>2:36:57 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>2:36:57 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 6'-0" 1'-0"1'-0" 6'-0" Typ 4" Fillet, B8-5 5-10 BO-5 5-11 BO-5 , or S-2 B7-1 BO-5 B7-1 B8-5 Indicates Continuous Reinforcement. LEGEND: Reinforcement. Indicates Additional Slab Longitudinal B7-1 B-1 TYPICAL SECTION UTILITIES: 5'-9•" Typ 18 Max #4 @ 1'-10" Typ 1'-10" Typ 2"Clr1"Clr1•"ClrPART TYPICAL SECTION Tot 2, Typ #8 Cont per Girder #8 Tot 2 •• 5•"1'-5•" • B14-4 B14-5 B14-3 B11-54 • • #4 @ 12 #4 Tot 10 B11-52 B11-54 Typ #6 S=11" A87A Typ Concrete Curb Details No. 4" sheet not shown, Typ, see"Architectural Bridge Light Blister and Electrolier No. 1 through 4 sheets Architectural Details Textured Paving, see through 4 sheets Architectural Details No. 1 Textured Paving, see Architectural treatment and • DETAIL 4 B11-54 1210 11 10 11 12 ~ 6/26/2014 • Bent 2 Edge of Deck 16'-0" Typ Girder Flare 18 18 18 18 18 18 18 18 18 18 18 18 18 18 1212 1212 1212 1212 Edge of Deck G1 G2 G3 G4 G5 G6 G7 G8 G9 G10 G11 G12 B7-1 V-1 GIRDER LAYOUT • Brg Abut 3 ±3"±3"4'-8†"4'-2"1'-4"3'-7"1'-4"• Brg Abut 1 • Brg Abut 3 • Bent 2 No Scale 25 @ 6 #6 #6 5.0 4.5 LONGITUDINAL SECTION 12 12 Opening Utility • Future L • Girder, Typ 16 @ 12 68 @ 4 20 @ 6 21 @ 9 68 @ 4 21 @ 9 25 @ 6 16 @ 12 Girder, Typ Face of Exterior 25 @ 6 16 @ 12 15 @ 12 13 @ 9 46 @ 6 46 @ 6 181812 12 12 121818 Typ Typ Typ Concrete: f' = ksi @ 28 days f' = ksi @ time of stressing Line AT & T Telephone • Opening for 30+00 31+00 S "H" Line Abut 1 • Brg Typ 3" Typ 3" Typ 3"Typ 3" ˆ" = 1'-0" 13 @ 9 25 @ 6 20 @ 6 Typ Typ Skew, Typ 16°21'20" * Dimension along • Girder is for information only ** N85°09'43"W, Typ N85°09'43"W, Typ Opening , Typ • Deck Drain Opening , Typ • Deck Drain 0.858 2'-3", Typ Inflection Point, Typ 12 12 Vent, Typ Soffit 12 12 12 12 12 12 12 12 12 12 = 42,600 kips total Electrical, Typ Opening for PG&E Future Gas Line 12" Casing of • Opening for (Bridge) 4"Á Supply Line • Opening for girders must not exceed the ratio of 3:2. must not exceed 725 kips. Contractor must submit elongation calculations based on Abutment 3 end. One end stressing must be performed from "Girder Details" sheet. "Typical Section at Girder PS Anchorage" on For additional stirrup at anchorage, see • of girders. parallel to • of bent and spaced along Transverse deck reinforcement must be placed For Camber Diagram, See "Girder Details" sheet. 219 06-0C9304 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 14 GIRDER LAYOUT DEPARTMENT OF TRANSPORTATION 50-0246rl-l-g_lo01.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>2:42:44 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>2:42:44 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238B0-5 5-10 B0-5 5-11 or B0-5 5-10 B0-5 5-11 or Girders Exterior Girders Interior LEGEND:@ 18 Max @ 18 Max jackP Anchor Set Distribution of prestress force (Pjack) between c ci Maximum final force variation between girders 270 ksi Low Relaxation Strand: PRESTRESSING NOTES = 0.15 = 0.0002 (1/rad) (1/ft)Friction wobble coefficient Friction curvature coefficient = inch initial stress at K = times jacking stress. Total number of Girders =12 … U-3 B7-10 B7-10 U-3 B7-10 U-3 B7-10 U-7 U-7 B7-10 Points Shown Parabolic Between of Cable Path is Center of Gravity @ 18 Max 15 @ 12 @ 18 Max 16 @ 12 U-3 B7-10 B7-10 U-7 NOTES 29+00 Spacing Stirrup Spacing Stirrup Typ Opening, Access Soffit B14-5 - 3. 2. 1. end Stressing no Movement for one Theoretical Point of B7-10 U-3 B7-10 U-3 B8-5 5-10 B7-1 S-3 xx Indicates Girder Label. for Prestressing. Indicates Theoretical Point of no Movement Indicates Minimum Girder width in Inches. G12 B7-1 S-3 B7-10 U-3 6/26/2014 3'-0"6'-0"L1 = 141'-5" 0.6 L1 0.2 L1 0.1 L2 0.6 L2 L2 = 157'-5"3'-0"29'-0" 23'-0" SECTION A-A •" = 1'-0" 4'-6" Symmetric About • Tendon Add #8 x 8'-0" Tot 5 • Diaphragm #9 Cont Bars Typ Through PT Recess, #6 @ 6 #6 ƒ" = 1'-0" TYPICAL SECTION AT GIRDER PS ANCHORAGE • Diaphragm • Abut Brg 0'0'0'0.08'0.11'0.07'CAMBER DIAGRAM ƒ" = 1'-0" GIRDER DETAILS @ PS Anchorage Area, See Section A-A For Additional Reinforcement 3'-3" #6 Additional #6 stirrups, Typ 6" for Ext Girder • Tendon for Int Girder • Tendon and Space Along • Diaphragm Place Normal to • Abut Brg #6 @ 10 TYPICAL END DIAPHRAGM SECTION Additional #6 @ 6 Tot 14 Tot 5 , Typ Add #8 as permitted by the specifications. Falsework must be released as soon after the last concrete has been placed. Falsework must not be released less than 28 days 220 for Ext Girder • Tendon 06-0C9304 , OR PARALLEL TO GIRDER, RFI 34 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 15 DEPARTMENT OF TRANSPORTATION 50-0246rl-l-gdt01.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>2:48:46 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>2:48:46 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 Edge of Deck Edge of Deck A A B8-5Grillage Recess and Anchorage Prestress # 6 @ 6 PS Recess Through Stirrups Diaphram spacing as #6 same 1'-6"4" Min Fillet B8-5 # 7 @ 12 Details Anchorage Prestress 6'-0" 3" Clr Note: Does not include allowance for falsework settlement. No Scale L0'0'L0'LC Bent 2‚ Span• Spanƒ Span‚ Span• Spanƒ SpanALTERNATIVE 1: ALTERNATIVE 2: FALSEWORK RELEASE NOTES 0.75 times those shown in the Camber Diagram. When Alternative 2 is used, camber values are LEGEND NOTES Denotes Bundled Bars Approach Structure BB or EB No. 1" Sheet "Abutment Details Detail on Protection See Joint Limits of Transverse Deck Reinf & Distribution Reinf 3" Clr Place parallel to • Abut Additional Reinf #6 @ 10, Tot 8 Reinf into Diaphragm Continue Deck Longitudinal # 5 7'-0" @ 61'-0"* Normal to • Abut ** Extend into Overhang # 5 NOTE: #9 tot 6 At Each Girder4 Bundles Girder At Each to Clear Joint Hardwares** #9 Tot 6 Cont Adjust Spacing Normal to • Girders Girders and Space Place Parallel to # 5 conceptual only. 2. Prestress anchorage & duct pattern shown is Camber Line Place parallel to • Abut Additional reinf. #6 @ 10, tot 8 #7 Const Joint C Brg Abut 1C Brg Abut 3 Section" below. 1. For Reinf not Shown, See "Typical End Diaphragm Typical Stirrup Spacing. "Girder Layout" sheet for Note: See "Longitudinal Section" on see "Girder Layout" sheet Typical Girder Stirrup Reinf, B8-5 Grillage Reinf , Typ 6/26/2014 "a" • Bent 2 Edge of Deck Edge of Deck G1 G2 G3 G4 G5 G6 G7 G8 G9 G10 G11 G12 • Girder, Typ • Brg Abut 342'-0" 25'-0"* 48'-0" 25'-0"* 42'-0" 48'-0" TOP SLAB ADDITIONAL REINFORCEMENT * No Splice Zone ˆ" = 1'-0" • Brg Abut 1 #8 Cont, Tot 10 each Bay G1 G2 G3 G4 G5 G6 G7 G8 G9 G10 G11 G12 • Brg Abut 1 #8 Cont, Tot 10 each Bay • Brg Abut 3 • Bent 2 42'-0" 25'-0"* 48'-0" 25'-0"* 42'-0" 48'-0" NOTES BOTTOM SLAB ADDITIONAL REINFORCEMENT • Girder, Typ * No Splice ZoneFace of Exterior Girder, Typ ADDITIONAL GIRDER REINFORCEMENT 16 A. Segura ˆ" = 1'-0" 3. 2. 1. "H" LineSL "H" LineSL All dimensions are measured along • girders. as shown on "Typical Section" sheet. Additional reinforcement must be spaced equally within bays, of "Service Butt Splice" in the project specifications. Where permitted, splices must conform to the requirements Splices are allowed beyond "No Splice Zone" as shown. 221 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 8-12-2016 JAMES N. SIMON DEPARTMENT OF TRANSPORTATION 50-0246rl-l-gir_rf01.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>2:52:21 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>2:52:21 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 33 6/26/2014 06/26/14 238 Pipe must be installed parallel to bridge deck. to bent cap, the pipe clamp must be shimmed with steel washer plates to provide ‚" clearance be clamped securely. The pipe clamps nearest the bent cap must For continuation of Pipe at ends, see "Roadway Plans". Additional pipe supports (not shown) must be 222 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 PIPE SUPPORT DETAILS 17 DEPARTMENT OF TRANSPORTATION 50-0246rl-p-det.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>2:55:38 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>2:55:38 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 No Scale 10'-0" Maximum Equal 10'-0" Maximum Equal Soffit 8" 2" Clr 3" Typ 12" DIRT STOP DETAIL TYPICAL CONCRETE PIPE SUPPORT SPACING DETAIL PIPE INSTALLATION AT ABUTMENTS AND BENT CAP CONCRETE PIPE SUPPORT Bent Cap Bridge Soffit Typ 1. 120° 2. 3. Soffit 4. • Pipe Clamp, Galvanized Steel placed at each side of the bent cap to prevent Steel Sides and bottom Pipe Clamp, Galvanized Steel Attach Pipe Cradle to Soffit with Epoxy Adhesive Galvanized Steel with 6"embedment No Scale 2" x 8" Redwood, Typ See "Concrete Pipe Support" this sheet Soffit Dirt Stop 2" x 8" Redwood planks, Typ with Opening cut to fit Water Line Pipe See "Typical Concrete Pipe Support Spacing Detail" See "Typical Concrete Pipe Support Spacing Detail" Bridge DeckDirt stop see "Dirt Stop Detail" this sheet Bridge Soffit No Scale No Scale • Pipe support Typ ELEVATION SECTION NOTES: Casing pipe. Extend pipe 5'-0" minimum beyond approach slab, end of wing wall, or 20 feet beyond abutment backwall, whichever is greater Pipe protection shield, half circle, 20 gage Stainless Steel. Epoxy to Supply Line only 2" x 2" x 12 gage Welded Wire Fabric Four #10 d galvanized nails at each plank, Typ Dirt stop, supply line and casing pipe Supply Line Casing 1'-6" or Casing Supply Line Pipe pipe from creeping downhill.2'-6"2'-6" End diaphragm •" x 2" Pipe Clamp, Galvanized ‡"Á Anchor bolt, Casing At pipe supports, except the supports nearest between supply line casing and pipe clamp. 1'-6"1'-6" 6/26/2014 N89°11'35"W 28+00 N85°09'43"W N85°09'43"W • Brg Abut 3 • Brg Abut 1 Edge of Deck Edge of Deck Typ All Places with Expansion Coupling, See Deck Drain Pipe Detail 1" = 20' DECK DRAINAGE DETAILS Coupling Expansion ABUTMENT No Scale Type D-1 Deck Drain , Typ Approach Structure L29+00 30+00 31+00 32+00 • Bent 2 S "A" LineL S "H" Line Typ• Girder, Typ66.75' Lt28+5447.08' Lt31+3647.08' Rt28+7966.52' Rt31+63L S "H-3" Li neLG2 G11 "Roadway Plans" System 5c (D-5) See Connect to See "Roadway Plans" System 5a (D-5), Connect to "Roadway Plans" System 9c, See Connect to "Roadway Plans" System 9a, See Connect to "Roadway Plans" Drain pipe, see 4" DIA SUPPLY LINE (BRIDGE) INSTALLATION Water supply line must be installed parallel to For concrete pipe support, pipe must be tightly pipe clamp must be shimmed with steel washer plate Maximum spacing between pipe supports must be 10'-0". Openings through diaphragm and bent cap must be 223 06-0C930458 98CCO 305867.15CCO 308-12-2016 JAMES N. SIMON 28+00 29+00 31+00 32+00 62332232318 DEPARTMENT OF TRANSPORTATION 50-0246rl-r-ddet01.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>3:02:18 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>3:02:18 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE PLAN • Abutment Formed hole Pipe Casing Pipe Hanger U-3 B7-10 Typ4" Clr 1'-0" 1'-0" B7-6 B7-8 5'-0"N11°31'03"W2'-6"U-2 B7-10 S "H-6" Li ne -2% 6" NPS Approach slab Extend 5'-0" from approach Water supply line, Pipe end seal First and last insulator shall be Bridge Deck Conc pipe support, Bridge abutment Hose assembly see Notes 3 and 4 Casing insulator at 5'-0" Max spacing. assembly at high point, Pipe termination, clearance around casing for seat type abutment only see Note 1 slab Utility opening, 4" Min 6" 1'-0"1'-0" see Note 5 see Note 2 within 1'-0" from end of casing. 1" Air release valve 6" standard weight casing. 1. 2. 3. to bridge soffit or deck. as shown on bridge plans. Terminate in a pull box clamped at the pipe support located halfway 4. 5. 6. 7. Install air release valve using threaded tee or pipe saddle. Extend pipe 5'-0"+ beyond the edge of shoulder or as shown on Standard Plan B14-3, Detail B. to provide ‚" clearance between pipe and clamp. between hose assemblies. At all other supports, NOTES as shown on the plans. For details of concrete pipe support see Standard Plan B14-5. see Note 8 Bridge soffit 8.For Information not shown, see Standard Plan B14-4. 6/26/2014 422423624 1'-0" #4 #4 @ 12 @ 124'-0" 8'-0"8'-0" 2'-0" 1'-0"9"3" R = 1'-0" R = 6" Top of Rolled Edge ƒ" Edger Finish 4"1'-0"6" x 6"- MW… x MW… Welded Wire Fabric 2'-0" 1'-0"9"3" R = 1'-0" Edge of Deck Rolled Edge ƒ" Edger Finish 4"1'-0"R = 6" #4 @ 18 #4 @ 12 Max Edge •" Premolded Exp Joint Filler 6"1'-0" Thick Cutoff Wall at End of WW Outside Face of WW Stopped Rolled Edge For Ditch Dimensions Slope Rounding Backfill Abutment to Grading Plane Prior to Placing Slope Paving Top of Rolled Edge Face of Abutment2" Expanded Polystyrene 6"6"Min #3 ContMatch Roadway Side Slope Top of Rolled Edge #4 @ 12 4'-0" 7"±1'-0"#4 Tot 4 Formed Edge 1'-0"±1'-0"± 2'-0"± 6" x 6" W… x W… Welded Wire Fabric ƒ"1"•" E. Abapo / A. Segura CL CL CL CL CL CL CL PREFORMED GROOVE TYPICAL SECTION - CONCRETE PAVING WITH DITCH WINGWALL ELEVATION SECTION A-A SECTION B-B 3"Min Paving Textured Formed edge (Abutment pilaster not shown) Paving Textured 224 06-0C9304 RFI 79 2 10' RFI 79 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE SLOPE PAVING DETAILS 19 DEPARTMENT OF TRANSPORTATION 50-0246rl-s-s_pdet.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>3:09:51 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>3:09:51 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 B B A A Formed Top of see "Road Plans" End of WW Toe of Slope 2'-0"T yp Abut 1 shown, Abut 3 similar End of WW Deck Edge of Deck Edge of Refer to Detail A EQ EQ EQ EQ EQ EQ 2'typ.2'typ. EQ EQ EQ 2'typ.4 @ 5' = 20' EQ For actual limits of slope Note: paving on this project, see this sheet. "Limits of Slope Paving" on Face of Abutment EB or BB Varies Expansion Joint TYPICAL INSTALLATION ORTHOGRAPHIC VIEW OF LIMITS OF SLOPE PAVING DETAIL A No Scale No Scale No Scale No Scale No Scale No Scale No Scale No Scale No Scale Slope Paving, Typ Rolled Edge of EQ = Equal Space • •EQEQ• Exp JtTextured Paving 6/26/2014 146'-0"± STRUCTURE APPROACH TYPE N(30S) 30'-0" Pay limits for Structural Concrete, Approach Slab 2" Clr 6" #8 @ 6 #6 @ 12 2" Clr #5 @ 12 #5 bar chairs @ 3'-0"± transversely and 4'-0"± 3" Slotted Plastic Pipe. See Note 3 #5 @ 18 1'-0" Drain #5 x 2'-0" @ 12 6" 3" #5 cont. #5 @ 6 2'-6"4"4"2•" #5 bar 2"#5 x 4'-0" @ 5 Joint Filler …" Expansion Sealed Joint Fabric Filter < 20° 20° - 45° > 45° Type 26 (Mod) Concrete Barrier See "Seat Type Abutment (See Note 1) 6. 5. 4. 3. 2. 1. #5 x 4'-0" @ 5 End of Wingwall, Typ dewalkSi dewalkSi reinforcement is measured along • roadway. to paving notch. Spacing of transverse transverse reinforcement may be placed parallel At the contractor's option, approach slab refer to Standard Plan P10. For transverse contact joint with new PCC paving, by the Engineer, must be located on lane lines. Longitudinal construction joints, when permitted Drainage Details" sheet. For drainage details, see "Structure Approach a sawcut for sealed joint,when required. For MR 2", adjust bar reinforcement to clear For details not shown, see Structure Plans. 30'-0" 30'-0" 225 06-0C9304 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 20 DEPARTMENT OF TRANSPORTATION 50-0246rl-s-sa_n(30S).dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>3:27:24 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>3:27:24 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 APPROACH SLAB TRANSVERSE CONTACT JOINT APPROACH SKEW WITH AC ROADWAY PAVEMENT Parallel to face Parallel to face Parallel to face Stagger at each lane line. WITH PCC ROADWAY PAVEMENT XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX See Note 3 longitudinally Transverse contact joint See Note 5 XXXXXXXXXXX XXXX XXXX XXX X X X XXX XX XX XXX Backwall MR 1 4 TPB Tie Details". Geocomposite Parallel to face of "a" bars "b" bars See "Road Plans" P N use (Detail A) of P N use (Detail A) < XXXXXXXXXXXXXXXXX Match Deck Overhang #5 Cont Tot 4 TPB Structure Approach 1" 2"drain Geocomposite "b" Bars "a" Bars 4" 2'-0" #5 Cont Tot 4 #6 @ 12 Joint" Table Transverse Contact See "Approach Slab Bridge Deck Joint" Table Transverse Contact See "Approach Slab Joint see Note 4 Longitudinal Const Barrier Front Face of PLAN A A No Scale Pavement for PCC Joint Contact Pavement for AC Joint Contact 4'-0"DETAIL A No Scale 3" Groove ƒ" Drip DETAIL B Polystyrene 4" Exp See "Detail B" BB EB "b" Bars Typ Lane Line, Pavement Roadway "a" Bars A A See "Detail A" of paving notch (P N)of paving notch (P N) Panel BAR CHAIR DETAIL SECTION A-A No Scale No Scale SECTION B-B TIE DETAILS SEAT TYPE ABUTMENT NOTES: No Scale No Scale No Scale Wingwall Wingwall Match Deck Overhang Note 7 See Chain Link Railing Type 7 (Mod) and paint gray to match concrete. 7. Remove all polystyrene to a depth of 4" #5 Cont Tot 4 Structure Approach "b" Bars #6 @ 12 Type 26 (Mod) Concrete Barrier Chain Link Railing Type 7 (Mod) TPB "a" Bars #5 Cont Tot 4 SECTION C-C No Scale Wingwall, Typ End of C C C C B B B B Stagger lines 24' to 36' apart. Pay Limits for Concrete Barrier Type 26 (mod)6/26/2014 1'-0"8"4" Drain Geocomposite Drain Geocomposite to Avoid Pipes Bend Reinforcing Footing Top of G G E E Footing Edge of see "Section H-H" Optional Const Joint H H NOTE: Reinforcing Wall (Minor Concrete) Drainage Pad Drainage Pad Slope Toe of (Slotted) 3" Dia Plastic Pipe (Unslotted) 3" Dia Plastic Pipe (Unslotted) 3" Dia Plastic Pipe ( Slotted ) 3" Dia Plastic Pipe ( Slotted ) 3" Dia Plastic Pipe (Unslotted) 3" Dia Plastic Pipe (Slotted) 3" Dia Plastic Pipe (Slotted) 3" Dia Plastic Pipe Approach Slab End of Const Joint Optional Wall Footing or Retaining Top of Abutment SECTION E-E SECTION H-H TYPICAL PLAN WITH FOOTING to join slotted Pipe 3" Unslotted Plastic Pipe Abutment 1 similar) (Abutment 3 shown, Outlet to Splash Pad in Slope, Typ 226 06-0C9304 8-12-2016 JAMES N. SIMON Conc Splash Pad CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE STRUCTURE APPROACH DRAINAGE DETAILS 21 DEPARTMENT OF TRANSPORTATION 50-0246rl-s-sadd.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>3:34:23 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>3:34:23 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 Wall Footing Filter Fabric TPB Filter Fabric TPB12"12"12"12" 12" 4"4"4"4"4" 4" 2'-0" 2-#6 x 4'-0" Geocomposite Drain Structure Approach Wingwall XXXXX X X X X XXXX XX X X X X XXX X XX XXX X X X X X XXXXXX X X X XXXXXXX X X X X X Geocomposite Drain Finished Grade ‚" = 1'-0" XXXXXXXX XXXXXXX XXXXXXX XXXXXXX XXXXXXX XXX XXXXXXXX XXXXXXX XXXXXXXXXXXXDrain Geocomposite footing Top of X Pipe at Normal End Pipe (Slotted) 3" Dia Plastic DRAINAGE DETAILSSECTION G-G WITHOUT FOOTING No Scale No Scale No Scale No Scale Plastic Pipe are 2'-6" Radius. Bends and Junctions in 3" Dia D99BFG 6/26/2014 Slotted No Scale For information not shown, see "Roadway Plans" and . •" Thick Plate = width of 227 * PER APPROVED PG&E AND AT&T PLANS * STEEL * 06-0C9304 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE MISCELLANEOUS DETAILS 22 DEPARTMENT OF TRANSPORTATION 50-0246rl-u-miscdt01.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>3:39:35 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>3:39:35 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 ƒ" = 1'-0" B11-54 N85°09'43"W N85°09'43"W N89°11'35"W L "H" LineS To Lamont To Tupman 29+00 4 2 3 30+00 31+00 422N1 1 °31'03"WS "A" Li n e L32+00 SIDE WALK PLAN No ScaleTypSidewalk A A A A Sidewalk"H" Line 29+89.61 48' Lt "H" Line 30+22.71 48' Rt SECTION A-A B11-54 B14-3 CONCRETE BARRIER TYPE 26(Mod) (See for Information not Shown)6'-0"25'-1"2'-0"10'-10"10'-7"6'-0"30'-3"26'-5" 30'-2" Varies Textured Paving Area Paving Area Textured Paving Area Textured Bolt hole = BASE PLATE 1'-0" Square R=1" Typ BC=11"1‚" Á ES-7M Handhole Bottom of base plate ES-6B Detail N Mortar pad, 2" Min 3" Max CCTV 30 Pole 1. 2. 3. NOTES: For barrier reinforcement at pole, see Details at Electrolier on . For Chain Link Railing Type 7 Post Spacing at Pole, see Details at Electrolier . CCTV POLE MOUNTING DETAIL 1'-O" Barrier Architectural Treatment, See Architectural through 4 sheets Details No. 1 Chain Link Railing, Type 7(Mod) 2-5"Á Future Utility Opening 2"Á CNC Electrical Duct 6'-O" & Varies Side Walk 10'-10" Max 2'-0" to Conduit Spacer Support, Typ CONDUIT INSTALLATION DETAILS Expansion Sleeve No Scale Conduit Note: CONDUIT SPACER SUPPORTS No Scale Duct Bank Provided by Duct Bank Provided by AT&T Expansion Anchor, ƒ" Á Stud (Tot 3) with Hex Nut and Flat Washer (8" min spacing). Locate at center of Backwall by PG&E 5'-0" Encase Plate and Conduit in Lean Concrete by PG&E Utility Opening minus 2". Structure Bond Cable 3"Exothermic Weld Copper Cable to Rebar Electrical Bond Cable. 1/0 AWG, Type THW Copper Dedicated #4 or larger Bar (20'-0" min length) Tape Wrap. Leave clean and Dry (No Coatings) Rubber Splicing Compound to make smooth surface for Tape-Wrap (No Voids) STRUCTURE BOND CONNECTION DETAIL No Scale See "Structure Bond Connection Detail" on this sheet PG&E Epoxy coat all surfaces by PG & E (CCTV) ES-16A B11-54 B11-52 10”"10”"4" 11" Bolt circle circle as shown 4 holes at specified bolt …" Steel plate, drill ANCHOR PLATE 1" Á Anchor bolt, Tot 4 Anchor plate Base plate, 1" thick2•"Typ1‚" Typ PG&E and AT&T to supply and install conduits expansion sleeve, conduit spacer support, and any other materials necessary for installation of the conduits. 6/26/2014 L Barrier Top of 5'-0" min CElectrolier 8'-0" max 8'-0" max 5'-0" min L LC Post A C See Detail 'A' MIN LC Chain Link Fence Fabric LC LC EQ at expansion joints Fabric continuous joint detail See splice or expansion electroliers. locations of framing only at Interrupt steel mesh, typ Black vinyl coated lock washer plain and and nut with head bolt C …" Dia. hex rod @ post A only ‚" Galv. tension p.c. max. and lock washer @ 14" •" x‰"x 1•" p washer tapping screws w/ ‚" hex head self 2'-0" 1" Clr 3'-0" 4" x 4" x ‚" 2•" x 1'-0" Slice P …" x nut at 18" max. washer, lockwasher and hex plate washer plain screws with ‰" x 1•" ‚" dia. pan headmachine Post TS 3" X 2" X ‰" thread) (Finger tight and peen washers and hex nut tot 2 with 2 plain …" Dia hex head bolt, TS 2" X 2" X ‰" except end posts (typ all posts) TS 3" X 2" X ‰" Barrier Top of 2'-4‚"6'-1‚"9" EQ. (Mod)" sheet for Details See "Tubular Hand Railing and bottom. knuckled. Salvage top fabric. 1" mesh, 6'-0" wide chain link anchorage min. Take-up at each sleeve clamp. Provide 1•" welded eye bolt and crimped assembly or assembly or •" openings or deck socket adjacent to electrolier end angles and posts Anchor Š" galv cable at on Standard plan anchorage detail See post chainlink railing Type 7 (Mod) Length of payment of 1'-0"1'-0" 1'-6"1'-6" 6"6" 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. Notes: See Caltrans Std. conform to curve. with radius of 150'-0" or less. Bend to TS 2" x 2" x 3#16" required for curves Peen all exposed bolts. Provide thimbles at all cable loops. approval. by the Contractor for Engineer's Alternative details may be submitted Place fabric parallel to slope. curve to be 1" max. distance between the 5#16" cable and 5#16 "cable to limit the mid ordinate adhesives 3#8" dia welded eyebolt for hole in slab and set in epoxy 150'-0" or less, drill 1#2"0 x 3" deep horizontal alignment with radius of When railing is placed on curved other rail discontinuities. permitted at expansion joints and posts, except that a shorter length is over not less than two intermediate Horizontal angle must be continuous radius is 150'-0" or less. to conform to horizontal alignment if vertical. Horizontal angle must be bent and vertical alignment. Post must be Railing must conform to horizontal fabrication. fabric to be galvanized after Railing assembly except chain link 228 06-0C9304 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE DEPARTMENT OF TRANSPORTATION 50-0246rl-u-miscdt02.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>3:44:34 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>3:44:34 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 CHAIN LINK RAILING TYPE 7 (MOD) 23 6/26/2014 DETAIL A 1"1" 1•"See Note B ‚" B B L See Note B holes in splice P. alternative Bolted Note B: Expansion joint same dimension as expansion joint in deck or wall. Increase slotted hole length and splice P length correspondingly.L See Note B 5" 4" x 4" x ‚" 4" •" x 1" slotted SPLICE OR EXPANSION JOINT DETAIL L 2"3" Welded alternative L B B A A C Cchain link fabricƒ"±2•" ‰" Cap Â 6'-0" Wide4" x 4" x ‚"Ñ SECTION A-A D D LC SECTION B-B L SECTION C-C ELEVATION SECTION D-D hex nut washers and with 2 plain head bolt …" Dia. hex 3•" x 2•" x ‚" x 2" washers with lock tapping screws head self ‚" Dia. hex angle Slotted hole in †" x 1‚" with plain washer …" Á Hex head bolt Â tap hole in cap *, or drill and hex nut to cap Tack weld …"Á B11-52 for Details not Shown. No Scale No Scale No Scale No Scale No Scale No Scale 1•"1•"1•" Splice P …"x2•"x1'-0"2•"2•" No Scale TS 2" x 2" x ‰", Typ TS 3" x 2" x ‰" B11-52 2'-4‚" TYP SLEEVE Sleeve VIEW H-H or Match Deck Joint Edge of Slotted Hole Sleeve Clr Tubular Hand Railing (Mod) L L Mortar TYP G L SECTION SECTION A-A ELEVATION Length of Payment For 0.5" X 4.5" Slotted Hole NPS 3.5 NPS 2.5 1/4 P LL TUBULAR RAIL END-CAP DETAIL TUBULAR POST ANCHORAGE DETAILS TUBULAR RAIL SPLICE DETAILS VIEW G-G TUBULAR RAIL CONNECTION DETAIL 4"9"1"5" 5" 2"4"8"6"8" 9" Min 18"1" 2' 3.75" 1.5" 1.5" Equal Post Spacing: 6' Min - 8' Max, Typ 8"8"16"5"EqEq16"36"52" Min5/8" TUBE-WELDED SPLICE DETAIL NOTES: TUBULAR HAND RAILING (MOD) ELEVATION 2-#4 X 30" TYPICAL SECTION End of Structure Approach 15'-0" Min Chainlink Railing Type 7 (Mod) Note: …"Á Bolt Typ1'-2"2-#4 X 1'-0" #4 Total 2 Post must be normal to railing. correspondingly. increase sleeve length to match expansion joint width and joints. increase joint width in pipes the pipes spanning deck or wall Tubular pipe splices must located in posts continuous over not less than two Top rail tubular pipe must be 229 06-0C9304 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 24 DEPARTMENT OF TRANSPORTATION 50-0246rl-u-miscdt03.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>3:59:37 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>3:59:37 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 CJP C Post VerticalL Section For Typ Welded G 60 1. 2. 3. 4. 5. Hand Railing Tubular Pipe CC Concrete Barrier Grade Finish Approach Structure Splice Details" See "Tubular Pipe5"7" C Tubular Pipe Post C Post Pocket = Post Pocket or 5" Dia X 9" 4" X 5" X 9" Tubular Pipe NPS 3.5" Rail Tubular Pipe NPS 2.5" Rail No Scale No Scale No Scale No Scale type E pipes. NPS standard weight A53 grade B All tubular pipe posts and rails are No Scale Type 26 (Mod) Concrete Barrier A A G H H G No Scale Grade Finish Barrier Joint fabrication. Galvanize rail assembly after For information not shown, see B11-516. †" Á Vent Tubular Post NPS 3.0" and Far Side †" Á Holes Near Inside of Rail Tube for Sliding Fit ‰" Â Bent Thus , Sleeve Formed of With Lock Washer of Sleeve for …"Á Hex Bolt Tack Weld …"Á Nut Inside in Sleeve by Drilled and Tapped Hole to Sleeve May be Replaced …"Á Nut Tack Welded 6/26/2014 BARRIER CONCRETE A A B B ELEVATION BARRIER CONCRETE ALTERNATIVE ANCHORAGE PLAN NO SCALE OR BOLT WITH WASHER †" Á CAP SCREW WITH NUT AND WASHER POINTED STUD BOLT †" Á CHISEL FOR †" Á THREADED ROD RESIN CAPSULE ANCHOR …" = 1'-0" …" = 1'-0" COLUMN • ELLIPTICAL COLUMN • RECTANGULAR 1'-6"• ROUND COLUMN SEE "DETAIL D" • RECTANGULAR COLUMN • ELLIPTICAL COLUMN CONCRETE BARRIER TYPE 60R LIMITS OF PAYMENT FOR • ROUND COLUMN 20'-0" Min TRANSITION IN BARRIER WIDTH AND TRANSITION TO VERTICAL FACE FOR CONCRETE BARRIER TYPE 60R LIMITS OF PAYMENT SECTION B-B SECTION C-C PARALLEL TO • BARRIER TypTyp"DETAIL G" SEE Typ Type 60 - 3'-0"Type 60S - 2'-8"FACE SLOPING VOIDC-C AND D-D ONLY LIMITS OF SECTION #4 @ 24 WITHIN #4 Tot 4 Cont PCC SLAB BOTH WAYS #4 @ 18 Max Typ ƒ" x ‡", SLOT BETWEEN COLUMN & BARRIER 4" EXPANDED POLYSTYRENE TRANSITION IN HEIGHT 20'-0" Min HOLES, Typ LIFT OPTIONAL 20'-0" LIMITS OF SECTION D-D SEE "DETAIL D" 20:1 Min TRANSITION UNDER BARRIER COMPACTED BASE PAVEMENT OR WELL A RESIN CAPSULE ANCHOR THREADS BONDED WITH INSERT WITH FEMALE CHISEL-POINTED STEEL ALTERNATIVE A ALTERNATIVE B ƒ" = 1'-0" SECTION C-C SECTION B-B ƒ" = 1'-0" SECTION A-A ƒ" = 1'-0" ƒ" = 1'-0" SECTION D-D Typ Â SEE "DETAIL F", Typ NOTES: COLUMN WIDTH + 6" + Â THICKNESS X 2 HARDWARE TO BE GALVANIZED METAL PLATES TO BE GALVANIZED AFTER FABRICATION. ANCHORAGE, SEE "DETAIL E" OR "ALTERNATIVE ANCHORAGE". LIMITS OF LIMITS OF • †" ANCHORAGE, Typ • CONCRETE BARRIER EVENLY SPACED #5 Cont, Tot 8 UNDER BARRIER COMPACTED BASE PAVEMENT OR WELL grade across top of concrete barrier cap. of offset or superelevated roadways to provide level 3. Adjust height of concrete barriers wall on low side AT BRIDGE COLUMN-DETAILS NO. 2" sheet 2. For cover plate length see "TABLE 1" on "TRANSITION BRIDGE COLUMN - DETAILS NO. 2" sheet see "BARRIER-CONCRETE TYPE 60R, TRANSITION AT 1. For "DETAIL D", "DETAIL F", "DETAIL G" and "TABLE 1" CAP, SEE NOTE 3, Typ TOP OF CONCRETE BARRIER LEVEL GRADE ACROSS EDGE OF COVER Â COVER Â COVER Â COVER Â COVER Â COVER Â L (Typ) "XS16-090-2" SEE TABLE 1 ON 25 3" Typ 1'-3" TYPE 60 TYPE 60 06-0C9304 230 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE TRANSITION AT BRIDGE COLUMN-DETAILS NO. 1DEPARTMENT OF TRANSPORTATION 50-0246rl-u-miscdt03a.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>4:06:18 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>4:06:18 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 C D C D D D NOTES: 1. Contractor options for fill between barrier walls Place 4" PCC at base between barrier walls Place granular material from base to bottom of 4" cap A B B A B A . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6/26/2014 1'-0" Typ ‚"Max1'-0"5"4"2'-0" & VARIES 1'-0" 20:1 Min TRANSITION 2'-0"4'-8"3"3" Clr 26 1'-8" 1'-8" DETAIL G 1•" = 1'-0" 1'-8" 1 '-9 "#4 DETAIL D DETAIL F 1" = 1'-0" 1•" = 1'-0" ANCHORAGE • †" SLEEVE NUT SEE "DETAIL E" #4 @ 18 Max #4 Cont #4 Tot 5 Tot 9, Typ SEE "DETAIL H" #4 @ 9 #4 Cont #4 Tot 4 #4 #4 @ 18 Max EDGE OF COLUMN3"OF COLUMN EDGE WITH CONCRETE COVER Â FLUSH TABLE 1 L (ft)THICKNESS (in) PLATE OF BOLTS TOTAL NO. ‡ ‹ 10 7 5 †" Á BOLTS • DETAIL H 3" = 1'-0" DETAIL E 3" = 1'-0" GAP NUT SLEEVE GAP AND WASHER †" Á HEX HEAD BOLT AND WASHER †" Á HEX HEAD BOLT NUT SLEEVE WITH CONCRETE COVER Â FLUSH #4 y Unless otherwise noted Structural steel, f = 50,000 psi NOTE: POLYSTYRENE 4" EXPANDED • ANCHORAGE #4 @ 12, Tot 4 #4 @ 12, Tot 4 ANCHORAGE • †" SLEEVE NUT POLYSTYRENE EXPANDED SLOTTED HOLE ƒ" X ‡" SLOTTED HOLE ƒ" X ‡" ANCHORAGE OR ALTERNATIVE HEX HEAD BOLT, †" Á X 3•" LONG ANCHORAGE OR ALTERNATIVE HEX HEAD BOLT, †" Á X 3•" LONG COVER Â 8'-6" Max 6'-6" Max 4'-6" Max TRANSITION AT BRIDGE COLUMN-DETAILS NO. 2 231 06-0C9304 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE DEPARTMENT OF TRANSPORTATION 50-0246rl-u-miscdt03B.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>4:11:56 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>4:11:56 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 6/26/2014 3"3"EVENLY SPACEDSEE TABLE 17"3" 7"3"VARIESSEE TABLE 15"•"VARIESSEE TABLE 15"•"10" Troweled Finish 6" SmoothEQEQ 2 @ 3' = 6' 2 Smooth 2 Smooth 3'No Scale Sidewalk, Typ 27 334'-4" Measured along Concrete Barrier Pay Limits for Chain Link Railing 232 06-0C9304 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE No. 1ARCHITECTURAL DETAILS DEPARTMENT OF TRANSPORTATION 50-0246rl-u-miscdt04.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>4:14:56 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>4:14:56 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 EBBB Datum Elev = 325 30+0029+00 31+00 To Tupman PLAN 1" = 20' Finish Medium Broom Joint Detail" See "Control Control Joint, See Detail A TYPTroweled FinishTroweled Finish Finish Medium Broom CONTROL JOINT DETAIL 1" = 20' ELEVATION SIDEWALK TEXTURE PLAN To Lamont No Scale DETAIL A No Scale 0.25 Radius Groove 0.5 Deep, Barrier Concrete Finish Smooth Troweled Curb FG Top of Curb Bent 2Abut 1 Abut 3 Min Hand rail, Typ Pay Limits for Approach End of Structure LEGEND Sidewalk texture Textured Paving and Textured Paving Limits. See "Miscellaneous Details" sheet for Sidewalk Note: 15'-0" 6/26/2014 AB B C C Barrier Joint A MinHeavy Sandblast Finish 4" Expanded Polystyrene (Type 7 Mod) Chainlink Railing (Type 26 Mod) Conc Barrier Rail Sidewalk Slab Approach Qtr Round (2" Radius) 2" Groove Pattern, Abutment Wingwall Geocomposite Drain Bridge Deck No Scale No Scale 12"Eq5'-0"TypTypEqTypEqEq12"24" 2" 12" 6'-4" 12"12"EqEq12" 6'-0" Eq Eq 5'-0" Eq Eq 5'-0"EqEqStructure Bridge Bottom of Texture Sandblast Heavy of Abutment Front Face Min2'-0"12"6" R= Abutment Pilaster / Wingwall (2" R) Pattern 4" Groove SECTION C-CSECTION B-BSECTION A-A1'-0"6" Finish („") Sandblast Heavy ELEVATION AT ABUTMENT 28 233 06-0C9304 8-16-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE ARCHITECTURAL DETAILS No. 2DEPARTMENT OF TRANSPORTATION 50-0246rl-u-miscdt05.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>4:19:22 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>4:19:22 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 LCLCLCDETAIL A DETAIL B Barrier Concrete Top of See Detail B Proposed Finish Grade (1.5:1) No Scale See Detail A (Type 7 Mod) Chainlink Railing (Type 26 Mod) Conc Barrier Rail Geocomposite Drain No Scale No Scale No Scale (Type 7 Mod) Chainlink Railing (Type 26 Mod) Conc Barrier Rail Qtr Round (1" Radius) 2" Groove Pattern, Qtr Round (2" Radius) 2" Groove Pattern, Bridge Rail Top of Bridge Rail Bottom of ChamferType 7 (Mod) Chainlink Railing Type 26 (Mod) Conc Barrier Shear Key Abutment Type 7 (Mod) Chainlink Railing Type 26 (Mod) Conc Barrier • • • • • •• • Tubular Pipe Hand Railing Pilaster Abutment Sidewalk Approach SlabMin Finish Sandblast Heavy Finish Sandblast Heavy 6/26/2014 8"1" Barrier Top of Concrete Concrete Barrier Rail Finish Grade Bridge Deck Heavy Sandblast Finish Type 7 (Mod) Chain Link Railing Type 7 (Mod) Chain Link Railing Concrete Barrier Rail 3'-9" 6'-4" Barrier Joint 3'-9"2'-0"Bridge RailTerminus ofTerminus ofBridge RailShear Key Abutment No Scale No Scale Joint Barrier • 1'-0" (Mod) Tubular Handrailing ELEVATION AT ABUTMENT Tubular Handrailing (Mod) 29 234 06-0C9304 CCO 25 4"1•" 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE ARCHITECTURAL DETAILS No. 3DEPARTMENT OF TRANSPORTATION 50-0246rl-u-miscdt06.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>4:23:20 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>4:23:20 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 Concrete Curb Minor Concrete (Textured Paving) Expansion Joint @ 20' Spacing RAISED MEDIAN DETAIL Concrete Curb Minor Concrete (Textured Paving)6"3" Min Clearance PLAN AT ABUTMENT •" Exp Joint Filler, Typ RAISED MEDIAN PAVING 6/26/2014 5'-0"5'-0" 1'-0"1"2'-0" Sidewalk, Typ 234a 06-0C9304 29a ADDITIONAL SHEET No. 3aARCHITECTURAL DETAILS Angle point back curb Sta 31+15.50, 48.65' lt Begin A3-8 curb Sta 28+46.21, 68.68' lt Angle point back curb Sta 28+51.00, 68.64' lt Angle point back curb Sta 28+69.57, 67.33' lt Angle point back curb Sta 28+69.37, 65.99' lt Angle point back curb Sta 31+15.50, 50.00' lt Angle point back curb Sta 31+34.76, 48.64' lt End A3-8 curb Sta 31+42.96, 48.00' lt Begin A3-8 curb Sta 28+70.65, 48.00' Rt Angle point back curb Sta 29+00.30, 50.00' Rt Angle point back curb Sta 28+80.72, 48.65' Rt Angle point back curb Sta 29+00.30, 48.65' Rt End A3-8 curb Sta 31+70.39, 68.75' RtAngle point back curb Sta 31+44.78, 67.18' Rt Angle point back curb Sta 31+44.97, 65.83' Rt Angle point back curb Sta 31+64.25, 68.54' Rt A A SECTION A-A No Scale 2% Typ1.5% Typ Type 26 Barrier & sidewalk A3-8 curb face per Std Plan 8" #4 Dowel @ 4'#4 Long. bar #5 @ 18" drill/bond 6" into sidewalk "H" LineSL SLSL "H-3" Line"H-6" Line SL "A" Line 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE DEPARTMENT OF TRANSPORTATION 50-0246rl-u-miscdt06a.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>4:38:23 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>4:38:23 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 Var 7.75" to 2' To Tupman PLAN 1" = 20' To Lamont LEGEND Sidewalk texture Textured Paving 6/26/2014 28+00 29+00 30+00 31+00 32+00423 623322323 ELEVATION LIGHT BLISTER 3'-0"EqEq3.5"R 21" 3"12"7"2"3'1"2'-3"12"3'1"1"2"8" 1"2"2'-3"21"3"3" 7" 3'-0" 3"1"C Electrolier Face of Barrier Front (City Street) Eq Eq Finish Sandblast Heavy 4" ES-6A ES-6B 30 Note: For information not shown, see "Roadway Plans". 06-0C9304 235 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE ARCHITECTURAL DETAILS No. 4DEPARTMENT OF TRANSPORTATION 50-0246rl-u-miscdt07.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>4:44:23 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>4:44:23 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 CL SECTION B-B L Sconce HtBarrier HtLight Standard Type 26 (Mod) Conc Barrier Bridge Deck 1" Chamfer Bridge Deck Type 26 (Mod) Conc Barrier Bridge Deck SECTION C-C 1" Chamfer Bridge Deck For Electrolier Mounting Details See and #6 X 6'-0" Long Extend all Barrier Longitudinal Reinf #5 Tot 5 #5 Tot 3 #5 X 5'-0" Varies #5 Tot 4 2'-0" Leg SECTION A-A Conc Barrier Type 26 (Mod) #5 Tot 4 #5, Typ 2'-3"21" 3"9"3"3"3"21"SECTION LIGHT BLISTER PLAN LIGHT BLISTER (Both Sides) 1" Chamfer Type 27 (Mod) Chain Link Railing No Scale No Scale No Scale No Scale No Scale No Scale • Electrolier • Electrolier • Electrolier Bridge Deck Edge of not shown Chain Link Railing • Electrolier 7" 3•"3•"2•"2•"A A C C B B No Scale TROLIER PLANELEC 29+00 30+00 31+00 32+00 422423Electrolier, Typ S "H" LineL S "A" LineL"H" Sta 28+64.85CCTV Camera "H" Sta 29+60.75"H" Sta 29+85.77"H" Sta 31+22.18"H" Sta 28+93.52"H" Sta 30+14.49"H" Sta 31+50.841'-3"1'-3" 3'-0" BB EB 3"3" 1'-9" Edge of Deck 1'-10"see "Miscellaneous Details" sheet. For CCTV Camera pole mounting Details, Note: 6/26/2014 MinFinish Heavy Sandblast 3" Eq 18" Eq5'-0"3'-0"3" 15"3'-0"15"18" 9"VariesVaries15"3'-0"15" 3" 18"6'-0"18" EqEq EqEq 9"9" 6'-0"3"3'-0"3"6'-0"3"3"6'-0"6'-0" 15" 3"6'-0"3"3" 18" 3" 15" 31 236 06-0C9304 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE ARCHITECTURAL DETAILS No. 5DEPARTMENT OF TRANSPORTATION 50-0246rl-u-miscdt08.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>4:47:27 PM1/17/2018USERNAME =>p0094194SHEET OF BRIDGE NO. POST MILE DESIGN DETAILS QUANTITIES BY BY BY CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 CHECKED CHECKED DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp. CIVILREGISTERED PROFESSIONAL E N G I NEERST A TE OF CALIFORNIA REGISTERED CIVIL ENGINEER NoTOTAL PROJECT SHEETS POST MILES The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. DATE PREPARED FOR THE STATE OF CALIFORNIA PROJECT ENGINEER DESIGN OVERSIGHT SIGN OFF DATE DESIGN DETAIL SHEET (ENGLISH) (REV. 2/25/05)TIME PLOTTED =>4:47:27 PM6 KER 99 UTHAYA SANDIRASEGARAM C61444 U. Sandira A. Segura UTHAYA SANDIRASEGARAM, P.E. 50-0507 18.52 HOSKING AVE OVERCROSSING (REPLACE) Y. Matsuo IRVINE, CA 92612 2201 DUPONT DRIVE, SUITE 200 PARSONS S. Mullangi/U. Sandira R. Campbell J. Rudolph Bakersfield, CA 93301 1501 Truxtun Avenue City of Bakersfield 18.0/19.2 03/04/11 01/20/12 REVISION DATES DISREGARD PRINTS BEARING EARLIER REVISION DATESCONTRACT NO.:0600000040 1443 PROJECT NUMBER & PHASE: UNIT: 06-OC9304 06/30/15 05/21/14 3306/26/14 238 Bridge Deck Bottom of Bridge Deck Bottom of Surface Finish ELEVATION ELEVATION Surface Finish Surface Finish SECTION A-A SECTION B-B SECTION C-C SECTION D-D BB A A D D C C Surface Finish No ScaleNo ScaleNo ScaleNo Scale No Scale No Scale 3" • Column • Column • Column• Column • Column• Column • Bent 2• Bent 2 Heavy Sandblast Finish Heavy Sandblast Finish 6/26/2014 6"2" Chamfer NOTES: 1. B.M. "B 1291" ELEV 349.22 (NAVD88) PLAN PROFILE 1" = 50' S "H" LineL 32+0031+0029+0028+00 42442330+00 42206/26/2014 238237 8-12-2016 JAMES N. SIMON CONTRACT No. R.E. NAME AS BUILT C.C.A. DATE 06-0C9304 LOG OF TEST BORINGS 0 1 2 3 50-0246rl-z-lotb.dgnFILE =>TIME PLOTTED =>DATE PLOTTED =>4:52:16 PM1/17/2018USERNAME =>p0094194ELECTRONIC CONEPENETROMETERSAMPLE BORING(DRY)ROTARY SAMPLEBORING (WET)AUGER BORING(DRY)TEST PITDIAMOND COREBORINGSizeSizeSizeSizeSizeTop Hole El.30PP60500Blows per foot(Using 28 lb handhammer with a12" free fall)Pulled PipeRefusalGround watersurfaceGWSDate measuredDescription of materialsSample(S)(S)SAMPLE BORINGGWSDate measuredDescription of materialUnit weight (lb/cu ft)% Moisture10364400VSSize of SamplerPenetration Index(Using a 140 lbhammer with a 30"drop, or as noted)Unconfindinedcompressivestrength (T/sq ft)Vane ShearShear Strength(lbs/sq ft)Casing drivenConformable material changeEstimated material changeUnconformable material change351.42.4Boring DateBoring DateGWSDate measuredBoring DateBoring DateNo count recordedDriving rate in secondsper foot (using a No. 2McKieman-Terry airhammer at 115 psi or asNCP2446103717569158656043113154180/0-9Pushed100200Location Location Location Location B-No.Pressure measuredon tip element(10 cm area)Tip Bearing (TSF)Pressure measuredalong sleeve frictionelement (150 cm area)divided by pressuremeasured on tipelement.Top Hole El.Top Hole El.Top Hole El.Friction Ratio (%)100200300024622ELECTRONIC CONEPENETROMETER TESTCone Penetrometer dimensions and testing procedures arein accordance with ASTM standard D 3441-79, or as noted.Elev.B-No.B-No.B-No.Elev. 2 ‚" CONEPENETROMETER2 ‚" CONEPENETRATION BORINGLEGEND OF BORING OPERATIONS1"3"JET BORINGROTARY SAMPLEBORING (WET)CConsolidation testLEGEND OF EARTH MATERIALSGRAVELSANDSILTCLAYSANDY CLAY orCLAYEY SANDSANDY SILT orSILTY CLAYCLAYEY SILTPEAT and/orORGANIC MATTERIGNEOUS ROCKSEDIMENTARYROCKMETAMORPHICAccording to the Standard Penetration TestCONSISTENCY CLASSIFICATION FOR SOILSNOTE: Classification of earth material as shown on this sheet is based upon fieldFILL MATERIALGranularCohesiveSPTN-Value(Blows/foot)SPTN-Value(Blows/foot)Very SoftSoftFirmStiffVery StiffHard<22-45-89-1516-30>310-45-1011-3031-50Very LooseLooseMedium DenseDensetaken(DRY)noted)SILTY SAND inspection and is not to be construed to imply mechanical analysis.>50Very DenseElev. ORIGINAL SCALE IN INCHES FOR REDUCED PLANS BRIDGE NO. POST MILE SHEET OF DIST COUNTY ROUTE SHEET TOTAL PLANS APPROVAL DATE No. Exp.ST A TE OF CALIFORNIA GEOTECHNICAL PROFESSIONAL NoTOTAL PROJECT SHEETS The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electronic copies of this plan sheet. POST MILES DEPARTMENT OF TRANSPORTATION PREPARED FOR THE STATE OF CALIFORNIAFIELD INVESTIGATION BY: DRAWN BY CHECKED BY DATE: DESIGN OVERSIGHT SIGN OFF DATE PROJECT ENGINEER DATE OSF GEOTECHNICAL LOG OF TEST BORINGS SHEET (ENGLISH) (REV. 2/25/05) Neva M. Popenoe David L. Pearson Mark Q. Shubert 2/26/08-2/27/08 18.50 50-0507 HOSKING AVE OVERCROSSING (REPLACE) 06 KER SR 99 18.50 UTHAYA SANDIRASEGARAM, P.E. 01/15/105/08/09 JOHN FUJIMOTO 1443 0600000040PROJECT NUMBER & PHASE: UNIT: CONTRACT NO.:06-OC9304 DISREGARD PRINTS BEARING EARLIER REVISION DATES REVISION DATES 32 335/21/14 6/26/14 Elevation (ft) 365 355 345 335 325 315 B-2 375 385 395 Elev. 376 B-3 FILL: SILTY SAND (SM) - brown, moist, medium dense to dense, fine to medium grained Elev. 376 6" 305 295 B-5 SILTY SAND (SM) - brown, moist, medium dense, fine to medium grained SA Elev. 352 Elevation (ft) 365 355 345 335 325 315 375 385 395 305 295 FRESNO, CALIFORNIA 93706 (559) 486-0750 1410 F. Street Parsons 2201 Dupont Drive, Suite 200 Irvine, California 92612 6" 6" 112.3 5.3 12/31/09 674 GE 29+0028+75Offset 14' leftof Center LineSta. 29+87Offset 65' leftof Center LineSta. 31+20Offset 14' leftof Center Line"H" LINE OF HOSKING AVENUE 2.4234 2.4244 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 38 56 36 17 50 44 45 57 47 45 FILL: POORLY GRADED SAND (SP) - light brown, moist, dense to very dense, fine to medium grained 3" ASPHALT/6" AGGREGATE BASE SILTY SAND (SM) - brown to light brown, moist, medium dense to dense, fine grained POORLY GRADED SAND (SP) - light brown, moist, dense, fine grained SANDY SILT (ML) - light brown, moist, very dense, fine grained sand DS SA 2.4238 109.7 14.62.4236 1.5022 1.5030 1.5044 1.5052 1.5054 1.5047 1.5057 1.5043 1.5047 POORLY GRADED SAND (SP) - light brown, moist, medium dense to dense, fine grained SANDY SILT (ML) - light brown to brown, moist, dense to very dense, fine grained sand Bag Bag 2.4218 2.4223 2.4228 1.5058 1.5057 1.5061 1.5020 1.5016 1.5027 1.5027 1.5028 1.5032 FILL: SILTY SAND (SM) - dark brown, moist, medium dense to dense, fine to medium grained FILL: POORLY GRADED SAND (SP) - light brown, moist, very dense, fine to medium grained 3" ASPHALT/6" AGGREGATE BASE SANDY SILT (ML) - brown, moist, medium dense, fine grained sand SANDY SILT (ML) - light brown, moist, very dense, fine grained sand SILTY SAND (SM) - brown, moist, medium dense, fine to medium grained 30+00 31+00 2/26/08 2/27/08 2/26/08 SA 111.1 4.4 111.3 15.4 107.3 6.2 DS 115.0 8.4 116.8 7.6 DS B-3 B-5 B-2 CCS 83, Zone V, 1983 NAD (2004.0 EPOCH) 2.Groundwater was not encountered. 3. Hammer type - Automatic safety hammer with a 140 lb weight dropping 30 inches. Hosking Avenue State Route 99 "H" LineToBakersf i el dVERTICAL 1" = 10' Terminated at Elev. 319.5 feet. ER = 78% Terminated at Elev. 300.5 feet. ER = 78% Terminated at Elev. 324.5 feet. ER = 78% i i i PROFESSIONAL N G I NEERE REGISTERED David L. Pearson 3333