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HomeMy WebLinkAbout6.1-1688LIST OF DRAWINGS SHEET 1 1 SHEET 2 2 SHEET J J SHEET 4 4 SHEET 5 TITLE SHEET DETAILS CAMINO MEDIA REBUILD PLAN GOSFORD ROAD RESURFACE AND REBUILD PLAN WHITE LANE REBUILD PLAN CITY STANDARDS S-29, S- 7 T- 19 STATE STANDARDS A20A, A20B, A20C A20D., A24A., A24C., A24D., A24E CONVENTIONAL SYMBOLS CITY OF =A � ER =FIELD DEPARTMENT OO F PUBLIC " OO R ; S 1111111111liq pill Aff UTILITY SYMBOL 0 MANHOLE FIRE H YDRA N T P.P. POWER POLE W•M• WATER METER EXISTING MONUMEN T ` wv WATER VALVE FINAL PAY QUANTITIES DESCRIPTION UN! T CAM /NO GOSFORD WHITE TO TA L MEDIA ROAD LANE EST QTY'S ROADWAY EXCA M PON cy 3, 372 6,922 2 023 129257 STRIPING (DETAIL 8) LF 8,726 2,148 10 874 STRIPING (DETAIL 9) LF - STRIPING (DETAIL 10) LF STRIPING (DETAIL 12) LF STRIPING (DETAIL 21) LF STRIPING (DETA {L 22) LF STRIPING (DETAIL 24) LF STRIPING (DETAIL 27B) LF STRIPING (DETAIL 28) LF STRIPING (DETAIL 29) LF STRIPING (DETAIL 31) LF 21429 2,429 STRIPING (DETAIL 32) LF - - STRIPING (DETAIL 38 ) LF - - STRIPING (DETAIL 38A) LF 158 1.* 111 669 2.158 STRIPING (DETAIL 39) LF - 3,284 1.,000 4,284 STRIPING (DETAIL 39A) LF STRIPING (DETAIL 40) LF PA VEMEN T MARKINGS (WHITE) SF 114 1..909 205 2.228 PA VEIVEN T MARKINGS (YELLOW) SF FIRE HYDRANT MARKER EA LOCATION MAP NOT TO SCALE PROJECT 0.98 MILES 0 QROFESS /pN APPROVED BY: o q� W CO C.D Of C 33710 rn PUBLIC WORKS DIRECT 6fr Exp. 6-30-02 APPROVAL RECOMMENDED.- ��'9�F C/V OF CALIF 4000�- SS NT PUBLIC WORKS DIRECTOR File Name: COVER—DETAILS Job No. T1 K032 Z17 DESIGN ENGINEER 'Ct ,­"TR SA FV IC ENGINEER DATE RESURFACING VARIOUS STR- -EETS: 2002- N � OF 5 c '' I L� SHEETS LOCATION MAP NOT TO SCALE PROJECT 0.98 MILES 0 QROFESS /pN APPROVED BY: o q� W CO C.D Of C 33710 rn PUBLIC WORKS DIRECT 6fr Exp. 6-30-02 APPROVAL RECOMMENDED.- ��'9�F C/V OF CALIF 4000�- SS NT PUBLIC WORKS DIRECTOR File Name: COVER—DETAILS Job No. T1 K032 Z17 DESIGN ENGINEER 'Ct ,­"TR SA FV IC ENGINEER DATE RESURFACING VARIOUS STR- -EETS: 2002- N � OF 5 c '' I L� SHEETS STREET INTERSECTION WITH COLD PLANING ( EE PLANS FOR L0CA770NS) NTS FINISH GRADE 0VERLA Y TOP EXISTING PA VEMENT EXISTING CURB & GUTTER v• T BC LINO: UNLESS NOTED OTHERWISE TYPICAL COLD PLANE AT PROJECT LIMITS EXlS71N6 PAVEMENT SEC770N 0.1 v TYPE 'A' ASPHALT CONCRETE O VERLA Y REMOVE EXISTING PA WNG TO DEPTH OF: GA �f4:o, MElnA . l &oslp-ago go No V 1-0 CONSTRUCT TYPE 'B' ASPHAL T CONC TO EXISTING SURFACE NTS BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE: 5' WDE AT CURB AND GUTTER 4' A T CURB ONLY ■ DEPTH OF COLDPLANE AT L!MlT ( \ I I \ I BEGIN DETAIL 39 AT ECR TO MATCH DEPTH OF OVERLAY W/ PAVEMENT MARKING • TYPICAL COLDPLANE AT CURB AND CUTTER FINISH GRADE O 1/ERLA Y TYPICAL PER THIS SHEET OR AS INDICATED ON PLANS W TOP EXISTING PA VEMENT p J DEPTH OF COLDPLANE AT LIMIT TO MATCH DEPTH OF OVERLAY EXISTING PAVEMENT SEC770N TYPICAL COLDPLANE AT PRO:IECT LIMITS AS INDICA TED ON PLANS 71 PICAL RECONS7RUC77ON SECTION 1 »=2' N. T. S. CITY OF BA KERSFIEL D, CALIFORNIA LEGEND (SEC71ONS) END DETAIL 39 AT BCR WHEN DETAIL 39A IS NOT SHOWN ON PLAN - - - - - - - - - - - - - - - - - - - - - - - END DETAIL 39A AT BCR INCLUDE DETAIL 39A ONLY WHERE SHOWN ON PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN 200' I WHITE PA VEl4 MARJ DETAII WHITE PA VEN MARKINGS STD PLAN / QRpFESS/ pN� AZ�` �000R typ � Fyci REGISTERED CIVIL ENGINEER ry C 33710 * Exp. 6-30-02 ,* Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF OF CA� BAKERSFIELD, CA 93301 �F 5' nn w r BIKE LANE PA 1 E SENT MARKING DETAIL TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT MID -ARC POINTS OF THE CURB RETURNS WHEN FH WI THIN 10' OF CURB RETURN fmy F.H. -------- - - - - -- ■ TRAFFIC FLOW ■ ■ TRAFFIC FLOW �- ■ 1 " =10' TERMINATE ALL LANE LINES ON A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS HYDRANT MARKER TRAFFIC STRIPE ■ 0 MARKER DETAIL TYP/CAL LANE STRfP /NG AT I/VTERSECT/ONS WITHOUT STOP BARS AND HYDRANT MARKER LOCATIONS F.H. 00� N. T.S. N. 7.s. G.' \a+W PoA *\TMessicyea.rmcaaoz \aw \camino—Moo. a.y RESURFACING VARIOUS STREETS 2002 SHEET N0. DETAILS � I � � �p �� 2 OF 5 ASHPAL T CONCRETE O VERLA Y COLDPLANE AND AC OVERLAY EXIS7iN6 AC PAVING EXlS77NG AGGREGATE BASE EXISTING SUB -BASE EXISTING CONCRETE STRUCTURE — - — • — PA VEMENT REINFORCING FABRIC LINO UNLESS NOTED OTHERWISE END DETAIL 39 AT BCR WHEN DETAIL 39A IS NOT SHOWN ON PLAN - - - - - - - - - - - - - - - - - - - - - - - END DETAIL 39A AT BCR INCLUDE DETAIL 39A ONLY WHERE SHOWN ON PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN 200' I WHITE PA VEl4 MARJ DETAII WHITE PA VEN MARKINGS STD PLAN / QRpFESS/ pN� AZ�` �000R typ � Fyci REGISTERED CIVIL ENGINEER ry C 33710 * Exp. 6-30-02 ,* Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF OF CA� BAKERSFIELD, CA 93301 �F 5' nn w r BIKE LANE PA 1 E SENT MARKING DETAIL TERMINATE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES AT MID -ARC POINTS OF THE CURB RETURNS WHEN FH WI THIN 10' OF CURB RETURN fmy F.H. -------- - - - - -- ■ TRAFFIC FLOW ■ ■ TRAFFIC FLOW �- ■ 1 " =10' TERMINATE ALL LANE LINES ON A LINE CONNECTING THE MID -ARC POINTS OF THE CURB RETURNS HYDRANT MARKER TRAFFIC STRIPE ■ 0 MARKER DETAIL TYP/CAL LANE STRfP /NG AT I/VTERSECT/ONS WITHOUT STOP BARS AND HYDRANT MARKER LOCATIONS F.H. 00� N. T.S. N. 7.s. G.' \a+W PoA *\TMessicyea.rmcaaoz \aw \camino—Moo. a.y RESURFACING VARIOUS STREETS 2002 SHEET N0. DETAILS � I � � �p �� 2 OF 5 0+00 STA 1 + IZ U-- Co o� STREET AND OF CONSTRUCTION PHASE TWO-WEST BOUND 68" PHASE ONE-EAST BOUND 32'v 32'v 21 A A STRAIGHT 0.20' TYPE "A" S TRA IGH T 1.0" LMTS OF A A.C. OVERLAY GRAOE EXCA VA TION 0.80" TYPE AC EXISTING CURB & GU TTER (TYP) CAM/NO MEDIA TYPICAL SECTION N. T. S. 10I CITY OF BAKERSFIELD, CALIFORNIA DETAIL 31 \� \\ 94LF, AND 9OLF 1--loo" �",o"o "",00000 j zi lo, .0ov ,000r 0 3, "'0000e 0 ED ALL PAVEMENT MARKINGS SHALL BE PAINTED TO CONFORM TO CALTRANS STANDARDS f-2-1 INSTALL BIKE LANE MARKINGS PER CALTRANS STANDARDS ADJUST MANHOLE ELEVATIONS TO GRADE PER C.O.B. STD. S-7 Q ADJUST MONUMENT TO GRADE PER C.O.B. STD. S-29 - 7 DETAIL 31 470LF, AND 470LF 7 � �y k �z 0-7 SCALE. 1 40' F-51 ADJUST WATER VALVE COVER TO GRADE [61 ALL PARKING MARKERS SHALL 8E AS PER FIGURE 6-35 OF THE CALTRANS TRAFFIC MANUAL [21 EXISTING PART CIRCLE CULVERT E0 REMOVE TACK-ON MEDIAN CURB PUBLIC WORKS DEPARTM ENT TRAFFIC File Name: Camino Job No: ----TlK03Co Date: 3/21/2002 EXCAVATION AND RECONSTRUCT LIMITS Drawn.- MDF Engineer- NF Checked Bw NIF TYPE IV (L) ARROW TYP OF 2 TYPE VII (R) ARROW TYP OF 2 REGISTERED Cl V1 QROFESS /pN� D 10 v ENGINEER C 33710 Exp. 6-30-02 CITY OF BAKERSFIELD C 1501 A BAKERSFIELD,NCAV 93301 9TF Fl CAS F�� ,A .Z' do 16+00 O O C� G: \GR PD \TR C\resurface2OO2\dwg\camino—MOD.dwg CAMINO MEDIA RECONSTRUCTION MAP SHEET NO. FROM ARVIN—EDISON CANAL TO GOSFORD ROAD J OF 5 0 c� 0 0 i 0 F� D� z! 0 Z 5 M - r_ Q LL_ O H Z / �(T GOSFORD ROAD QR0 ESS /p4� O l oRE D . F REGISTERED CIVIL ENGINEER C 33710 * Exp. 6-30-02 CITY OF BAKERSFIELD 7 507 TRUXTUN AVENUE q�F F� CA�`FO�� BAKERSFIELD, CA 93301 DETAIL 21 �- (18 LF) --`' 2 RR BAR (41 LF) RAILROAD CROSSING DETAIL 38A ECR TYP OF 2 SYMBOL, TYP OF 2 ( 18 LF) I -y a x` I DETAIL 39 1 TYPE IV(R) (191 LF) INSTALL (4) CITY - FURNISHED CAMERAS ON THE LUMINAIRE MAST ARMS. ALL WIRING SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL BE INSTALLED INTERNAL TO THE SIGNAL POLES. LOCATE EACH CAMERA 3 FEET FROM THE CENTER OF THE LUMINAIRE. THE VIDEO AND POWER CABLE OPENINGS SHALL BE 4 FEET FROM THE CENTER OF THE LUMINAIRE. SEE SPECIAL PROVISIONS. TRAFFIC SIGNAL PLANS FOR THIS INTERSECTION (FILE # 3.2 -206) IS AVAILABLE FOR REVIEW AT THE CITY OF BAKERSFIELD, DEPARTMENT OF PUBLIC WORKS LOCATED AT 1501 TRUXTUN AVENUE. BUSINESS HOURS ARE FROM 8 A.M. TO 5 P.M. MONDAY THRU FRIDAY. PHONE # (661) 326 -3724 L ARROW (191 LF) TYP OF 3 83' LT OF C� (� TYPE IV(R � ARROW SCALE: 1" = 40' NOTE TO CONTRACTOR: AUTOSCOPE TRAFFIC SIGNAL DETECTION SYSTEM MUST BE IN PLACE AND OPERATING AT THE INTERSECTIONS OF GOSFORD AND WHITE LANE, AND GOSFORD AND DISTRICT PRIOR TO ANY ROAD WORK BEGINNING. CITY OF BAKERSFIELD, CALIFORNIA IT 2 q STREET AND � OF CONSTRUCTION 45' 36' 5' COLD 0.20' TYPE 'A ' PLANE A C 0 VERLA Y 45' -57' VARIES BY LOCATION 1 1 _ J6`_471 VARIES BY L OCA TION _ 12 2' -14' l D TH & r LOCA TIO VA RIE 5' No - ANN— SEE LAN COLT? 0.20' TYPE "A " PLANE VARIES VARIES 1 _ - A.C. OVERLAY F_T_ ... _•�. ;. /� � ��_ �iy -ice -- �a - ��-- ���.... _� ` - EXISTING ASPHAL T CONC. - EXISTING ASPHAL T CONC. SEE STREET PLANS EXISTING CURB & GUTTER (TYP) FOR PAVING LIMITS fT GOSFORD ROAD CROSS SEC77ON ka STATION 1J+07 TO STATION 19 +90 NOTES: G � C �a � ALL PAVEMENT MARKINGS SHALL BE PAINTED M5 S _ s ¢3. r �ETA�L - TO CONFORM TO CALTRANS STANDARDS 0.625' FINISHED � M6 ALL PARKING MARKERS SHALL BE AS PER ❑2 INSTALL BIKE LANE MARKINGS PER CALTRANS 'oo eP EXISTING AC STANDARD �y � .4 1 z� u2 EXISTING PART CIRCLE CULVERT } C.O.B. STD. S -7 Effl REMOVE TACK -ON MEDIAN CURB ❑4 Z - 77-77, , 4 4 5 S -29 - 7 ,T i T ' _ T 8 .. T '.y I • y • 1. r. �u ' U) r LIMITS OF EXCA VA TION WILL VARY j DETAIL 2 ISLAND CURB DETAIL AI T'S °Y rF.x DETAIL 39 m. (51 LF) DETAIL 38A 3 (15 LF) 3S i� 90' RT OF Z SCALE: 1" = 40' NOTE TO CONTRACTOR: AUTOSCOPE TRAFFIC SIGNAL DETECTION SYSTEM MUST BE IN PLACE AND OPERATING AT THE INTERSECTIONS OF GOSFORD AND WHITE LANE, AND GOSFORD AND DISTRICT PRIOR TO ANY ROAD WORK BEGINNING. CITY OF BAKERSFIELD, CALIFORNIA IT 2 q STREET AND � OF CONSTRUCTION 45' 36' 5' COLD 0.20' TYPE 'A ' PLANE A C 0 VERLA Y 45' -57' VARIES BY LOCATION 1 1 _ J6`_471 VARIES BY L OCA TION _ 12 2' -14' l D TH & r LOCA TIO VA RIE 5' No - ANN— SEE LAN COLT? 0.20' TYPE "A " PLANE VARIES VARIES 1 _ - A.C. OVERLAY F_T_ ... _•�. ;. /� � ��_ �iy -ice -- �a - ��-- ���.... _� ` - EXISTING ASPHAL T CONC. - EXISTING ASPHAL T CONC. SEE STREET PLANS EXISTING CURB & GUTTER (TYP) FOR PAVING LIMITS fT GOSFORD ROAD CROSS SEC77ON ka STATION 1J+07 TO STATION 19 +90 PUBLIC WORKS DEPARTMENT TRAFFIC ENG /NEER /NG N. T.S. LEGEND ri A. COLD PLANE AND OVERLAY . 3Ec;•sa4 EXCAVATION AND REBUILD -:: -; OVERLAY ONLY 2 36' TO 44' DETA L B 12' _± 0.20 TYPE "A COLD STRAIGHT A. C. 0 VERLA Y PLANE ORADE 0.80' TYPE "B" A.C. EXCA VA TION LIMIT 1 ' EXISTING A G BASE EXISTING CURB & GU TTER (TYP) .GOSFORD ROAD CROSS SECTION CROSS SECTION A STA 22+91 TO 26+67 q STREET AND � OF CONSTRUCTION 45'- 62' VARIES BY L OCA TION 2 FL N. TS. _ NOTES: G mi ALL PAVEMENT MARKINGS SHALL BE PAINTED M5 ADJUST WATER VALVE COVER TO GRADE TO CONFORM TO CALTRANS STANDARDS 0.625' FINISHED M6 ALL PARKING MARKERS SHALL BE AS PER ❑2 INSTALL BIKE LANE MARKINGS PER CALTRANS 'oo FIGURE 6 -35 OF THE CALTRANS TRAFFIC EXISTING AC STANDARD _ - MANUAL �3 ADJUST MANHOLE ELEVATIONS TO GRADE PER ❑7 EXISTING PART CIRCLE CULVERT C.O.B. STD. S -7 Effl REMOVE TACK -ON MEDIAN CURB ❑4 ADJUST MONUMENT TO GRADE PER C.O.B. STD. 4 S -29 - NEW AC SURFACE PUBLIC WORKS DEPARTMENT TRAFFIC ENG /NEER /NG N. T.S. LEGEND ri A. COLD PLANE AND OVERLAY . 3Ec;•sa4 EXCAVATION AND REBUILD -:: -; OVERLAY ONLY 2 36' TO 44' DETA L B 12' _± 0.20 TYPE "A COLD STRAIGHT A. C. 0 VERLA Y PLANE ORADE 0.80' TYPE "B" A.C. EXCA VA TION LIMIT 1 ' EXISTING A G BASE EXISTING CURB & GU TTER (TYP) .GOSFORD ROAD CROSS SECTION CROSS SECTION A STA 22+91 TO 26+67 q STREET AND � OF CONSTRUCTION 45'- 62' VARIES BY L OCA TION 2 FL N. TS. _ . 35'± EXI S TI G CURB EXPOSURE 0.625' FINISHED EXPOSED CURB 'oo EXISTING AC _ - UREA CE 4 _ o - - NEW AC SURFACE d - LIMITS OF EXCA VA TION WILL VARY j DETAIL BETWEEN 1.0' TO 1.3' B ISLAND CURB DETAIL AI T'S 45' -62' VARIES BY LOCATION 'V 2' -14' ID TH & 1.3' LIMITS OF 0.2' TYPE »A " 1.3 LIMITS OF 0. 20' TYPE A A. C. 0 VERLA Y L OCA TIO VARIE EXCA VA TION EXCA VA TI ON A. C. 0 VERLA Y SEE LAN STRAIGH T ' 1. I I T F STRAIGHT rl- - -- -F - 5 O L M S 0 GRADE _ GRADE EXCA VA TION (TYP) _ �l F:1 Li As 0.80' TYPE '"B" DE T L B 0.80 TYPE B A. C SEE STREET PLANS FOR PAVING LIMITS EXISTING CURB & GU TTER ( TYP) 0 GOSFORD ROAD CROSS SECT70N STATION 27 +16 TO STATION 38 +37 N. TS. � K: \DRAiMNGS\RESURF\2002\S-nNE-BASEMAP.DWG r File Nam e.-GOSFORD Drawn: GEG GOSFORD ROAD RESURFACE /RECONSTRUCTION SHEET N0. Cn Job No: Ti K036 Engineer. GEG Dote: 3/27/2002 Checked By Rs FROM U.P. RAILROAD TO WHITE LANE 4 OF 5 0 `r �' 'j'��'-