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HomeMy WebLinkAbout6.1-1652 Record DrawingB.E`NCHMARK NGS PID=-AA9723, DESIGNATION --P1157, RECORD EL. 344.10' NAVD88. LOCATED AT THE TOP OF HEADWALL IN SOUTHWEST QUADRANT OF TAFT ,AND GOSFORD ROAD .BASIS OF'BEARING DESCRIPTION: THE BEARING OF N00°25'33"E FOR THE EAST LINE OF THE AT 1/2 AND N00'21'04"E FOR THE WEST LINE OF THE WE'ST 1/2 OF SECTION 33, T.30S., R.27E. M.D.M. WAS , UD AS THE. BASIS OF BEARINGS HEREON. Nth TL' To CONTRACTOR: COOR IR TE DEMOLITION OF ANY EXISTING DRIVEWAY ENTRANCE OR ACCESS ROAD; ' THE WASTE WATER TREATMENT PLANT (WWTP) FROM GOSFORD ROAD, WITH". - T E CITY. CONVENTIONAL LS RIGHT-OF-WAY (CALTRANS) — CENTERLINE - RIGHT-OF-WAY x FENCE EX EDGE OF PAVEMENT UTILITY S �`.MBCLS W EX W PA ITY OF B*AKERSFIELD AR M N OF PUBLIC WORKS CONSTRUCTION PLANS FOR GOSFORD ROAD STRE-.ET'lMPROVEMENTS TAFT HIGHWAY TO hliccUTCHEN ROAD 0 m 0 0 1 0 m a i 8 UNDERGROUNo SERVICE ALERT OR REVISIONS o yob MARK DATE BY DESCRIP77ON CALL: 811 W U � T- 0 TWO WORKING DAYS .BEFORE YOU DIG L V (;A 11 UIV MAY NOT TO SCALE PROJECT LENGTH m SACRAWNTO • Pp" rsco CITY OF BAKERSFIELD 3 �FRBSNO KERN COUNTY Los "caul lZi S" DI8G0 S TA T.E' O.1�'' CALIFORNIA NOTE" - THE OTE:THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: NOTE: THE CONTRACTOR SHALL CONTACT THE USA LQQ OR, SERVICE AT 811, 48 HOURS PRIOR TO EXCAVA— LIST OF DRAWINGS. SHEET 1 TITLE SHEET SHEET 2 GENERAL NOTES SHEET 3 GOSFORD TYPICAL SECTIONS SHEET 4-8 GOSFORD PLAN & PROFILE SHEET 9-10 GOSFORD CONSTRUCTION DETAILS SHEET 11-15 GOSFORD TRAFFIC HANDLING SHEET 16-18 GOSFORD SIGNING & STRIPING SHEET 19-21 GOSFORD STREET LIGHTING SHEET 22-23 GOSFORD FUTURE TRAFFIC SIGNAL SHEET 24 GOSFORD DRAINAGE NOTES Q SHEET 25-29 GOSFORD DRAINAGE PLAN AND PROFILEZ SHEET 30 FAIRPLAY. PLAN & PROFILE ' 4� SHEET 31 GOSFORD LATERAL DRAINAGE PROFILE C,,,) SHEET 32-340DRAINAGE DETAILS W 7 r I MILE , MASTER LIST OF CONSTRUCTION NOTES 1U SAWCUT EXISTING ASPHALT PAVEMENT WITH A CLEAN EDGE AND APPLY TACK COAT. 13 CONSTRUCT COMBINATION SIDEWALK PER C.O.B. STD PLAN No ST -8. APPRtlVE� BY, 2W OBLITERATE EXISTING ASPHALT CONCRETE PAVEMENT. 14 PROTECT EXISTING IMPROVEMENT IN PLACE. 30 CONSTRUCT HANDICAP RAMP PER CALTRANS 2006 REVISED STD 15 REMOVE EXISTING TRAFFIC PULL BOX, CONDUIT, AND CONDUCTORS. (B PLAN RSP A88A CASE A. 16 ADJUST EXISTING SURVEY MONUMENT TO GRADE. PAUL M. ROJAS, R.C.E. 39880, EXPIRES 12-31-11 DATE CONSTRUCT HANDICAP RAMP PER CALTRANS 2006 REVISED STD 17 REMOVE EXISTING CONCRETE CURB. PUBLIC WORKS DIRECTOR" PLAN RSP A88A CASE C. 18 REMOVE EXISTING FENCE. APPROV CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD PLAN No AL RECOMMENDED BY: ZZ ST 1. 19 COLDMILL EXISTING PAVEMENT VARIABLE DEPTH TO MATCH" NEW IJ5 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD PLAN No ST -2. STRUCTURAL SECTION. CO 0 © NSTRUCT ASPHALT CONCRETE DIKE PER CALTRANS ST © CONSTRUCT 6" SCH. 40 PVC SLEEVE IRRIGATION LATERAL UNDER PLAN A87B STANDARD �1,/fib ROADWAY PER C.O.B. STD PLAN No L-2. TYPE A, MODIFIED TO 10" HIGH. SEE DETAIL A ON �ASSIsTANT Pueuc w ECTOR DAT SHEET 03. Q STORM DRAIN IMPROVEMENTS SEE SHEETS 24-34. O 21 RELOCATE EXISTING IMPLuROVEMENT BY OTHERS. ® KERN DELTA IRRIGATION MAINLINE SEE SHEETS 24-34: © REMOVE EXISTING IMPROVE u IMPROVEMENT BY OTHERS. ,���s'%ld ® EXISTING SIGN TO BE REMOVED, SEE SIGNING &STRIPING PLANS. CIVIL ENGINEER IV -DES N ENG CONSTRUCT CURB/DIKE TRANSITION PER DETAIL B ON SHEET 03. INEERING DATE 10 TEMPORARY BARRICADE AND SIGN PER TRAFFIC PLAN. 4 CONSTRUCT 12' MEANDERING PCC WALK, 6 THICK. 11 EX. ACCESS SHALL BE MAINTAINED &MODIFIED AS NEEDED TO 5 ADJUST WATER VALVE TO GRADE. MATCH PROPOSED ROADWAY EP., ACCESS MODIFICATIONS SHALL 6 ADJUST MANHOLE TO GRADE. TRAFFIC ENGINEERING DA MATCH MATERIAL USED ON EX. ACCESS. TE Q 12 FINAL GRADING TO -BE DONE BY OTHERS. CONSTRUCT SURVEY MONUMENT PER COB STD. PLAN NO. S-29. 8 CONSTRUCT MAINTENANCE AREA PER DETAIL ON SHEET NO. 10. Z:ov pROFESS� PREPARED BY: KERN DELA .;�ISTRt .ENGINE DATE Q v��WARO S BENCH MARK: PARSONS ciTY of c�.�-�►,r�Er NGS PID--AA9723, 2201 DUPONT DRIVE, SUITE 200 DESIGNATION --P 1157, STREET IMP/�'C VEME'lV T PLANS � IRVINE, CA. 92612 SHEET NO. 12-31-11) * Tel:(949)268'=9322 fax:(949)263-1225 RECORD EL. 344.10' NAVD88. LOCATED T��"L� s�-��E�" 9� C,VI%, �� �� � - AT THE TOP OF HEADWALL IN GO 1 OF 34 --gL6, !d SOUTHWEST QUADRANT OF TAFT AND GOSFORD ROAD ROBERTE. STEAFFE R:C.E. 25068 DATE: GOSFORD ROAD. BETWEEN TAFT HIGHWAY & McCUTCHEN ROAD V TC . TLINE s EX SEWER LINE ASPHALT CONCRETE G EX GAS LINE SD EX STORM DRAIN MH MANHOLE OH EX AERIAL LINES E EX UNDERGROUND CENTERLINE POWER LINE PROPOSED o TV EX UNDERGROUND T EX UNDERGROUND TV CABLES PHONE LINE O 0 EX OIL -LINE EX FIBER OPTIC LINE FO . EGEND �1 COLDMILL ® OBLITERATE PAVEMENT 0 SECTION CORNER COMBINATION SIDEWALK 0 MANHOLE p` NEW PAVEMENT ® STORM DRAIN MANHOLE -0- POWER POLE X� CURVE NUMBER FIRE HYDRANT Q STRUCTURALSECTION # (SEE WATER VALVE STRUCTURAL SECTION TABLE SHEET 03) GAS VALVE C.O.B. CITY OF BAKERSFIELD ® WATER METER WWTP WASTE WATER TREATMENT PLANT GAS METER E.P� EDGE OF PAVEMENT }--- GUY WIRE EX OR' (E) R/W EXISTING STREET LIGHT RIGHT OF WAY BC BEGIN CURVE PROPOSED SIGN POST EC END CURVE P! POINT OF INTERSECTION EXISTING BLOCK WALL B.O.C. BACK OF CURB FS FINISH SURFACE TREE 0 m 0 0 1 0 m a i 8 UNDERGROUNo SERVICE ALERT OR REVISIONS o yob MARK DATE BY DESCRIP77ON CALL: 811 W U � T- 0 TWO WORKING DAYS .BEFORE YOU DIG L V (;A 11 UIV MAY NOT TO SCALE PROJECT LENGTH m SACRAWNTO • Pp" rsco CITY OF BAKERSFIELD 3 �FRBSNO KERN COUNTY Los "caul lZi S" DI8G0 S TA T.E' O.1�'' CALIFORNIA NOTE" - THE OTE:THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: NOTE: THE CONTRACTOR SHALL CONTACT THE USA LQQ OR, SERVICE AT 811, 48 HOURS PRIOR TO EXCAVA— LIST OF DRAWINGS. SHEET 1 TITLE SHEET SHEET 2 GENERAL NOTES SHEET 3 GOSFORD TYPICAL SECTIONS SHEET 4-8 GOSFORD PLAN & PROFILE SHEET 9-10 GOSFORD CONSTRUCTION DETAILS SHEET 11-15 GOSFORD TRAFFIC HANDLING SHEET 16-18 GOSFORD SIGNING & STRIPING SHEET 19-21 GOSFORD STREET LIGHTING SHEET 22-23 GOSFORD FUTURE TRAFFIC SIGNAL SHEET 24 GOSFORD DRAINAGE NOTES Q SHEET 25-29 GOSFORD DRAINAGE PLAN AND PROFILEZ SHEET 30 FAIRPLAY. PLAN & PROFILE ' 4� SHEET 31 GOSFORD LATERAL DRAINAGE PROFILE C,,,) SHEET 32-340DRAINAGE DETAILS W 7 r I MILE , MASTER LIST OF CONSTRUCTION NOTES 1U SAWCUT EXISTING ASPHALT PAVEMENT WITH A CLEAN EDGE AND APPLY TACK COAT. 13 CONSTRUCT COMBINATION SIDEWALK PER C.O.B. STD PLAN No ST -8. APPRtlVE� BY, 2W OBLITERATE EXISTING ASPHALT CONCRETE PAVEMENT. 14 PROTECT EXISTING IMPROVEMENT IN PLACE. 30 CONSTRUCT HANDICAP RAMP PER CALTRANS 2006 REVISED STD 15 REMOVE EXISTING TRAFFIC PULL BOX, CONDUIT, AND CONDUCTORS. (B PLAN RSP A88A CASE A. 16 ADJUST EXISTING SURVEY MONUMENT TO GRADE. PAUL M. ROJAS, R.C.E. 39880, EXPIRES 12-31-11 DATE CONSTRUCT HANDICAP RAMP PER CALTRANS 2006 REVISED STD 17 REMOVE EXISTING CONCRETE CURB. PUBLIC WORKS DIRECTOR" PLAN RSP A88A CASE C. 18 REMOVE EXISTING FENCE. APPROV CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD PLAN No AL RECOMMENDED BY: ZZ ST 1. 19 COLDMILL EXISTING PAVEMENT VARIABLE DEPTH TO MATCH" NEW IJ5 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD PLAN No ST -2. STRUCTURAL SECTION. CO 0 © NSTRUCT ASPHALT CONCRETE DIKE PER CALTRANS ST © CONSTRUCT 6" SCH. 40 PVC SLEEVE IRRIGATION LATERAL UNDER PLAN A87B STANDARD �1,/fib ROADWAY PER C.O.B. STD PLAN No L-2. TYPE A, MODIFIED TO 10" HIGH. SEE DETAIL A ON �ASSIsTANT Pueuc w ECTOR DAT SHEET 03. Q STORM DRAIN IMPROVEMENTS SEE SHEETS 24-34. O 21 RELOCATE EXISTING IMPLuROVEMENT BY OTHERS. ® KERN DELTA IRRIGATION MAINLINE SEE SHEETS 24-34: © REMOVE EXISTING IMPROVE u IMPROVEMENT BY OTHERS. ,���s'%ld ® EXISTING SIGN TO BE REMOVED, SEE SIGNING &STRIPING PLANS. CIVIL ENGINEER IV -DES N ENG CONSTRUCT CURB/DIKE TRANSITION PER DETAIL B ON SHEET 03. INEERING DATE 10 TEMPORARY BARRICADE AND SIGN PER TRAFFIC PLAN. 4 CONSTRUCT 12' MEANDERING PCC WALK, 6 THICK. 11 EX. ACCESS SHALL BE MAINTAINED &MODIFIED AS NEEDED TO 5 ADJUST WATER VALVE TO GRADE. MATCH PROPOSED ROADWAY EP., ACCESS MODIFICATIONS SHALL 6 ADJUST MANHOLE TO GRADE. TRAFFIC ENGINEERING DA MATCH MATERIAL USED ON EX. ACCESS. TE Q 12 FINAL GRADING TO -BE DONE BY OTHERS. CONSTRUCT SURVEY MONUMENT PER COB STD. PLAN NO. S-29. 8 CONSTRUCT MAINTENANCE AREA PER DETAIL ON SHEET NO. 10. Z:ov pROFESS� PREPARED BY: KERN DELA .;�ISTRt .ENGINE DATE Q v��WARO S BENCH MARK: PARSONS ciTY of c�.�-�►,r�Er NGS PID--AA9723, 2201 DUPONT DRIVE, SUITE 200 DESIGNATION --P 1157, STREET IMP/�'C VEME'lV T PLANS � IRVINE, CA. 92612 SHEET NO. 12-31-11) * Tel:(949)268'=9322 fax:(949)263-1225 RECORD EL. 344.10' NAVD88. LOCATED T��"L� s�-��E�" 9� C,VI%, �� �� � - AT THE TOP OF HEADWALL IN GO 1 OF 34 --gL6, !d SOUTHWEST QUADRANT OF TAFT AND GOSFORD ROAD ROBERTE. STEAFFE R:C.E. 25068 DATE: GOSFORD ROAD. BETWEEN TAFT HIGHWAY & McCUTCHEN ROAD V TC . TOP OF CURB AC ASPHALT CONCRETE CB CATCH BASIN MH MANHOLE FL FLO WLI N E CENTERLINE PROP. PROPOSED o SMH SEWER MANHOLE 0 O 0 m 0 0 1 0 m a i 8 UNDERGROUNo SERVICE ALERT OR REVISIONS o yob MARK DATE BY DESCRIP77ON CALL: 811 W U � T- 0 TWO WORKING DAYS .BEFORE YOU DIG L V (;A 11 UIV MAY NOT TO SCALE PROJECT LENGTH m SACRAWNTO • Pp" rsco CITY OF BAKERSFIELD 3 �FRBSNO KERN COUNTY Los "caul lZi S" DI8G0 S TA T.E' O.1�'' CALIFORNIA NOTE" - THE OTE:THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES: NOTE: THE CONTRACTOR SHALL CONTACT THE USA LQQ OR, SERVICE AT 811, 48 HOURS PRIOR TO EXCAVA— LIST OF DRAWINGS. SHEET 1 TITLE SHEET SHEET 2 GENERAL NOTES SHEET 3 GOSFORD TYPICAL SECTIONS SHEET 4-8 GOSFORD PLAN & PROFILE SHEET 9-10 GOSFORD CONSTRUCTION DETAILS SHEET 11-15 GOSFORD TRAFFIC HANDLING SHEET 16-18 GOSFORD SIGNING & STRIPING SHEET 19-21 GOSFORD STREET LIGHTING SHEET 22-23 GOSFORD FUTURE TRAFFIC SIGNAL SHEET 24 GOSFORD DRAINAGE NOTES Q SHEET 25-29 GOSFORD DRAINAGE PLAN AND PROFILEZ SHEET 30 FAIRPLAY. PLAN & PROFILE ' 4� SHEET 31 GOSFORD LATERAL DRAINAGE PROFILE C,,,) SHEET 32-340DRAINAGE DETAILS W 7 r I MILE , MASTER LIST OF CONSTRUCTION NOTES 1U SAWCUT EXISTING ASPHALT PAVEMENT WITH A CLEAN EDGE AND APPLY TACK COAT. 13 CONSTRUCT COMBINATION SIDEWALK PER C.O.B. STD PLAN No ST -8. APPRtlVE� BY, 2W OBLITERATE EXISTING ASPHALT CONCRETE PAVEMENT. 14 PROTECT EXISTING IMPROVEMENT IN PLACE. 30 CONSTRUCT HANDICAP RAMP PER CALTRANS 2006 REVISED STD 15 REMOVE EXISTING TRAFFIC PULL BOX, CONDUIT, AND CONDUCTORS. (B PLAN RSP A88A CASE A. 16 ADJUST EXISTING SURVEY MONUMENT TO GRADE. PAUL M. ROJAS, R.C.E. 39880, EXPIRES 12-31-11 DATE CONSTRUCT HANDICAP RAMP PER CALTRANS 2006 REVISED STD 17 REMOVE EXISTING CONCRETE CURB. PUBLIC WORKS DIRECTOR" PLAN RSP A88A CASE C. 18 REMOVE EXISTING FENCE. APPROV CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD PLAN No AL RECOMMENDED BY: ZZ ST 1. 19 COLDMILL EXISTING PAVEMENT VARIABLE DEPTH TO MATCH" NEW IJ5 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD PLAN No ST -2. STRUCTURAL SECTION. CO 0 © NSTRUCT ASPHALT CONCRETE DIKE PER CALTRANS ST © CONSTRUCT 6" SCH. 40 PVC SLEEVE IRRIGATION LATERAL UNDER PLAN A87B STANDARD �1,/fib ROADWAY PER C.O.B. STD PLAN No L-2. TYPE A, MODIFIED TO 10" HIGH. SEE DETAIL A ON �ASSIsTANT Pueuc w ECTOR DAT SHEET 03. Q STORM DRAIN IMPROVEMENTS SEE SHEETS 24-34. O 21 RELOCATE EXISTING IMPLuROVEMENT BY OTHERS. ® KERN DELTA IRRIGATION MAINLINE SEE SHEETS 24-34: © REMOVE EXISTING IMPROVE u IMPROVEMENT BY OTHERS. ,���s'%ld ® EXISTING SIGN TO BE REMOVED, SEE SIGNING &STRIPING PLANS. CIVIL ENGINEER IV -DES N ENG CONSTRUCT CURB/DIKE TRANSITION PER DETAIL B ON SHEET 03. INEERING DATE 10 TEMPORARY BARRICADE AND SIGN PER TRAFFIC PLAN. 4 CONSTRUCT 12' MEANDERING PCC WALK, 6 THICK. 11 EX. ACCESS SHALL BE MAINTAINED &MODIFIED AS NEEDED TO 5 ADJUST WATER VALVE TO GRADE. MATCH PROPOSED ROADWAY EP., ACCESS MODIFICATIONS SHALL 6 ADJUST MANHOLE TO GRADE. TRAFFIC ENGINEERING DA MATCH MATERIAL USED ON EX. ACCESS. TE Q 12 FINAL GRADING TO -BE DONE BY OTHERS. CONSTRUCT SURVEY MONUMENT PER COB STD. PLAN NO. S-29. 8 CONSTRUCT MAINTENANCE AREA PER DETAIL ON SHEET NO. 10. Z:ov pROFESS� PREPARED BY: KERN DELA .;�ISTRt .ENGINE DATE Q v��WARO S BENCH MARK: PARSONS ciTY of c�.�-�►,r�Er NGS PID--AA9723, 2201 DUPONT DRIVE, SUITE 200 DESIGNATION --P 1157, STREET IMP/�'C VEME'lV T PLANS � IRVINE, CA. 92612 SHEET NO. 12-31-11) * Tel:(949)268'=9322 fax:(949)263-1225 RECORD EL. 344.10' NAVD88. LOCATED T��"L� s�-��E�" 9� C,VI%, �� �� � - AT THE TOP OF HEADWALL IN GO 1 OF 34 --gL6, !d SOUTHWEST QUADRANT OF TAFT AND GOSFORD ROAD ROBERTE. STEAFFE R:C.E. 25068 DATE: GOSFORD ROAD. BETWEEN TAFT HIGHWAY & McCUTCHEN ROAD V W a W 0 CL V 0 0 0 t� i LEGEND ® COLDMILL OBLITERATE PAVEMENT �X CURVE NUMBER STRUCTURAL SEC11ON # (SEE STRUCTURAL SECTION TABLE SHEET 03) WWTP WASTE WATER TREATMENT PLANT C.O.B CITY OF BAKERSFIELD E.P. EDGE OF PAVEMENT EX OR (E) EXISITING R/W RIGHT OF WAY CENTERLINE CONSTRUCTION NOTES: 01 SAWCUT EXISTING ASPHALT PAVEMENT WITH A CLEAN EDGE AND APPLY TACK COAT. 02 OBLITERATE EXISTING ASPHALT CONCRETE PAVEMENT. ® CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD PLAN No ST -1. 5 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD PLAN No ST -2. 8 KERN DELTA IRRIGATION MAINLINE SEE SHEETS 24-34. 1@ FINAL GRADING TO BE DONE BY OTHERS. 14 PROTECT EXISTING IMPROVEMENT IN PLACE. 19 COLDMILL EXISTING PAVEMENT VARIABLE DEPTH TO MATCH NEW STUCTURAL SECTION. . ® CONSTRUCT ASPHALT CONCRETE DIKE PER CALTRANS STANDARD PLAN A87B, TYPE A, MODIFIED TO 10" HIGH. SEE DETAIL A ON SHEET 03. CONSTRUCT 12' MEANDERING PCC WALK, 6" THICK. DESCRIPTION GOSFORD 11.37'-13.00' EX PAVEMENT VARIES* PROTECT IN PLACE RAW GOS � RD j I l 9'LT-11'RT j l 30' VARIES * I ( It PROFILE I --- I GRADE i �WPROPOSED _j 68'-75' VARIES R/W 59'-70' VARIES i I 50.4'-64' VARIES , , , 11' BENCH 30' I j I 27'-28' VARIES c j 1 1 2WN ** I ` 253W"A t U` - (E) AT&T TEL0LINE n EXISTING PAVEMENT" 2 PROTECfi IN PLACES `. 42.5' CONSTRUCT 18" RCP SD STA. 57+50.00 TO STA. 62+05.27 GOSFORD E) NOT TO SCALE PROPOSED R/WI 65'-68' VARIES R/W1 R/W I_ 30' 30' _I 7'-13' VARIES* PROFILE GRADE EXISTING PAVEMENT** 58'-59' VARIES 48'-54' VARIES 27'-28' VARIES It AT&T TEL LINE `LJ TECT IN PLACE 14 11' BENCH jv (V zVAItA _ 25VAAX PROP. SLOPE BY WWTP ,-EX GROUND 290 . 1 '' PROP. SLOPE z 12' MEAND o SIDEWALK 04 V CONSTRUCT 54"IRRIGATION LINE S H TS 4- 4 12' MEANDERING SIDEWALK COORDINATE WITH C.O.B. FOR BEGINNING OF SIDEWALK i X ZEIN X 2 A ry 2% PROP. SLOPE _____ BY WWTP _� EX GROUND - _ ._. v ..... ; t8' E PG& MRr(14 ° 37-37.5' VARIES CONSTRUCT 24" TO CONSTRUCT 54" IRRIGATION LINE STA. 244'50.00 TO STA. 57+50.00 18" RCP SD TI (E) CL-2AB GOSFORD NOT TO SCALE PROPOSED R W 9.0 0.50' R/W R/W I VARIES* 1.. 68'-70' VARIES ' 3'LT TO 13RT 55-65' VARIES s 1' BENCH 48'-63.12' VARIES -� 1' BENCH 30' j 30' j i z 27-28' VARIES j j STA. 13+60.00 TO 5 A.24+50.00( I 2 iv 0 GRADEE j 2%AR Eso V f2.0� 0-1.63' EXISTING PAVEMENT** -------------- ------------- -------------------- STA. 12+74.56 TO STA. 12+94.00 APP'D I DA TE NOT TO SCALE R/W CONSTRUCT ;SHOULDER BACKING (2i MIN) CITY OF BAKERSFI EL D, CALIFORNIA PROFILE GRADE �c. J EX GROUND _______ E AT&T TEL LINE 14 EXISTING PAVEMENT** PROTECTN LE ` 5'-8' VARIES 37'-44' VARIES _ ( 24N RCP SD STRUCT 18" TO 14 (E) PG&E STA. 12+74.56 TO STA. 24+70 A UNE STA. � --------------------------- NOT TO SCALE R/W I i 70'-118' VARIES t2.0%r VARIES* 60' 54' EXISTING PAVEMENT" CONSTRUCT El f5 2 18" RCP SDN -%,0 E PG&E GAS LINE 14 t44 STA. 10+98.75 TO STA. 12+74.56 NOT TO SCALE PROPOSED 1' BENCH '1 *SEE PLAN AND PROFILE SHEETS 4-8 FOR RIGHT OF WAY, ROADWAY, AND MEDIAN/DIKE LIMITS. **SEE PLAN AND PROFILE SHEETS 4-8 FOR LIMITS OF PAVEMENT REMOVAL. ***SEE PLAN AND PROFILE SHEETS 4-8 FOR SAWCUT LOCATIONS. File Name. Sheet 03.dwg Drawn: JJG PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer: scM Date. 1/6/10 Checked By. MES CONSTRUCT 54" 1 1 R AC P STRUCTURAL SECTION TABLE # STREET NAME R TI AC (TYPE W) CL-2AB COMPAC OUNDTURAL 0 GOSFORD ROAD 50 9.0 0.50' 0.55' 1.60' GOSFORD STRUCTURAL SECTION NOTES: ❑2 PROPOSED VARIABLE AC OVERLAY** 12+74.56 to 12+94.00 0.15' - 0.50' AC (TYPE A) DETAIL A (AC DIKE TYPE A MOD) NOT TO SCALE DETAIL B (CURB/DIKE TRANSITION) NOT TO SCALE PROPOSED 2.7'-3.1' R/W VARIES* , I 8.9'-16.9' ; 41.6'-46.5' VARIES* VARIES* Z_ UJ I �® IN U --EX GROUND MPX' 4: � -� _ _ - 2% . ________.% ____________--'" °'°. � � �--EX GROUND CONSTRUCT 54" IRRIGATIONLINE 8 I ; , SEE SHEETS 24-34 I2 CONSTRUCT°SHOULDER --------------------------------------------------------------- BACKIN&°�2' MIN) CONSTRUCT 54" IRI CONSTRUCT SIDEWALK WITHIN -------- SEE SHEETS 24-34 ALTRANS R/W STA.11+07.27 TO STA.11+44.43 ATA- i n+9F4_ 7 S Tt"I STA I I -&-d'17 77 APPROVED BY: KERN DELTA -DISTRICT ENGINEER DATE: ' STREET IMPROVEMENT PLANS GOSFORD TYPICAL SECTIONS NOT TO SCALE LINE PREPARE= BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 ■ IRVINE, CA. 92612 Tel:(949)263-9322 Fax:(949)263-1225 8-16-10 ROBERT E. STEAFFENS .C.E. 25068 DATE: SHEET NO. 3 OF 34 O 1 2 3 0 co 5 r g N/ } O / 0 o: 0 ch 0 0 Iz W Z Q' !moi 0 0 W a F U W o' o: a F G Y m LEGEND D NEW PAVEMENT OBLITERATE PAVEMENT 0 COMBINATION SIDEWALK UX CURVE NUMBER R STRUCTURAL SECTION # (SEE STRUCTURAL SECTION TABLE SHEET 03) OQ SECTION CORNER . CONSTRUCTION NOTES:, Q1 SAWCUT EXISTING ASPHALT PAVEMENT WITH A CLEAN EDGE AND APPLY TACK COAT. Q2 OBLITERATE EXISTING ASPHALT CONCRETE PAVEMENT. ® CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD PLAN No ST -1. Q CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD PLAN No ST -2. O7 STORM DRAIN IMPROVEMENTS SEE SHEETS 24-34. ® KERN DELTA IRRIGATION MAINLINE SEE SHEETS 24-34. i4 PROTECT EXISTING IMPROVEMENT IN PLACE. 19 COLDMILL EXISTING PAVEMENT VARIABLE DEPTH TO MATCH NEW STRUCTURAL SECTION. 21 RELOCATE EXISTING IMPROVEMENT BY OTHERS. ® ADJUST MANHOLE TO GRADE. DESCRIPTION APP'D I DA TE TAPER A STATION OFFSET ELEV (FL) 14+00.6354.00 RT 345.34 14+08.13 54.14 RT 345.41 14+15.63 54.57 RT 345.48 14+23.13 55.28 RT 345.55 14+30.6356.28 RT 345.62 14+38.13 57.42 RT 345.69 14+45.6358.56 RT 345.76 14+53.13 59.70 RT 345.83 14+60.6360.84 RT 345.90 14+68.13 61.84 RT 345.97 14+75.6362.55 RT 346.04 14+83.13162.98 RT 346.11 14+90.63 63.12 R-41-346.19 TAPER B STATION OFFSET E 14+99.7510.92 RT 9NO. C 15+07.2510.61 RT 1 15.72' 15+14.75 9.99 RT 15+22.25 9.05 RT 15+29.75 7.81 RT 15+37.25 6.40 , RT 15+44.75 4.99 RT 15+52.25 3.58 RT 15+59.75 2.18 RT 15+67.25 0.93 RT 15+74.75 0.02 LT 15+82.25 0.64 LT [V-5+89.7510.96 LT CURB CURVE DATA LENGTH RADIUS TANGENT DELTA 9NO. C 31.43' 1 1500' 1 15.72' 1 01.12'02" CITY OF BAKERSFIELD, CALIFORNIA t PLAI HORIZ. SCALE: 370 360 350 340 330 7 370 360 350 340 330 7+00 8+00 9+00 10+00 . PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1""=10' File Namm Sheet 04.dwg Drawn: JJG PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer: SCM Date. 1/6/10 1 Checked By. MES 11+00 12+00 13+00 14+00 APPROVED BY: z 0 g = bl 12-3t-11) KERN DELTA -DISTRICT ENGINEER DATE: A� STREET IMPROVEMENT PLANS GOSFORD ROAD PLAN AND PROFILE 15+00 PREPARE= BY: 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 Tel:(949)263-9322 Fax:(949)263-1225 8-16-10 ROBERT E. FFENS C . 25068 DATE: SHEET NO. 4 OF 34 370 360 350 340 330 370 360 350 340 330 0 i 2 5 0 g I N 3 0 o: 0 0 O W x i n o: 0 Cn I W Q H W 'o IIIa 0 0 0 a Y 0 m 370 360 350 340 330 370- 70- 360- 360- 350 350 340- 40- 330— 330 SEE CONSTRUCTION CONSTRUCTION NOTES: 11 EX. ACCESSES SHALL BE MAINTAINED & MODIFIED AS NEEDED TO DETAILS T SHEET 10 U2 OBLITERATE EXISTING ASPHALT CONCRETE PAVEMENT. MATCH PROPOSED ROADWAY EP., ACCESSES MODIFICATIONS SHALL BE DONE USING SIMILAR MATERIAL AS USED ON EX. ACCESSES. , ,,,,,,rte „-„,,,,,�,•3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2006 REVISED STD 13 CONSTRUCT COMBINATION SIDEWALK PER C.O.B. STD PLAN No ST -8. P CURB CURVE DATA NO. LENGTH RADIUS TANGENT DELTA C 47.75' 30' 30.63' 91'11'44” 47.12' 30' 30.00' 90.00'00" LEGEND • • ! ! • . • � • • • u • i� r ♦ r . r a►' r Is Is 1r j .-� o,� t � �, �. � � ♦ • '� " Nig. /+ • • 1 � ♦ � t �!._ ,-• 11• ...5.. _ . :* � 1' . +• . !, 1 '� w w i. u./ � � `1 � � ,l O / •t.�•. •q ., ►t . 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COORDINATE WITH C.O.B. STA 27+1 67 84.53 RT STA 29+94.86 o v 2 y .I- 8 W- a- FOR BEGINING OF SIDEWALK N o � ( V) 1 i + I,.I -' o t6 N }' Ll '/-0 &&1 1 N PRC EL 348.21 PRC ELEV 34 tea; zit- Q to , zW 0 .od wml- z < 2�`�-i 00 W� ItL I ; Z� ��M ZOZ PLAN Gas - ���� �� r ►- . o o PROP. SLOPE NOTE: SIDEWALK ALONG GOSFORD ROAD PROP. FENCE 124' 4' I ; ; x o W m J o W ' ' X "'� � 1* W BY WWTP BY WWTP HAS 650' CENTERLINE RADIUS TYP. ut °' m ►� 1* m 6 ORIZ. SCALE: 1"=50' C:> O 17+00 18+00 CO i 19+00 20+00 7-1- 56 D uG' 2 ' (=Low/ - p5 Lo 20S11NS 14utlA ll q 0 PROP. F.S. AT CIDNST. C.L.---% I I I I I I I I rn 1''' 1 21+00 22+00 _ .._-r-_-.--_...-_r....,..._.-.-._...I........__.--.r..._.--.-.-_.._-. -,.._.-..._-..--..,---_---..---.--.-.r......---t_......_T-._..,_...y_.---._...t 23+00 24+00 25+00 26+00 ub h1wIY wl) 27+00 29+00 O O M 17+00 18+00 19+00 DESCRIPTION APP'D DA TE CITY OF BAKERSFI EL D, CALIFORNIA 20+00 21+00 22+00 23+00 24+00 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=10" File Name: Sheet 05.dwg Drawn: JJG PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer: sem Date. 1/6/10 Checked By. MES 25+00 26+00 27+00 28+00 APPROVED BY: O 8 Z y 12-31-11) !c7 9 civou �Q KERN DELTA -D! TRICT ENG EER 4 DATE: CALL STREET IMPROVEMENT PLANS GOSFORD ROAD PLAN AND PROFILE 29+00 PREPARE= BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 6'2-, -370 -360 -350 -340 -330 -370 -360 -350 -340 -330 Tel:(949)263-9322 Fax:(949)263-1225 � , . 8-16-10 ROBERT E. STEAFFENSK.C.E. 25068 DATE: SHEET NO. 5 OF 34 !� 1 i +lip alp. ': ��' .• MIS .. _ ���� -a �.. • � �� � . ` Vie,• . j■ • • • ,• ,r• • ,� • �W IiA �• `� 121 17+00 18+00 19+00 DESCRIPTION APP'D DA TE CITY OF BAKERSFI EL D, CALIFORNIA 20+00 21+00 22+00 23+00 24+00 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=10" File Name: Sheet 05.dwg Drawn: JJG PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer: sem Date. 1/6/10 Checked By. MES 25+00 26+00 27+00 28+00 APPROVED BY: O 8 Z y 12-31-11) !c7 9 civou �Q KERN DELTA -D! TRICT ENG EER 4 DATE: CALL STREET IMPROVEMENT PLANS GOSFORD ROAD PLAN AND PROFILE 29+00 PREPARE= BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 6'2-, -370 -360 -350 -340 -330 -370 -360 -350 -340 -330 Tel:(949)263-9322 Fax:(949)263-1225 � , . 8-16-10 ROBERT E. STEAFFENSK.C.E. 25068 DATE: SHEET NO. 5 OF 34 s - r• r • I Ulm- • : • r • • O • E `• r •: r s Q •r r • i r 1 • O El • E{ { 1• • MIN 1• al rd • M r ._ - - -. ry ... �.�--- .. --- ��%�■ir,�►�zr�e�!�a; '"' ANN=/lst� ����w�lri - _ i» Y • - I ����� � � ,� '' V—M-M-15l r t �1r►�►♦ •• y .y�� �, 1 ►0 . 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' ! if if if !i I' ER 1% NOT mi ilot— A r s. 2 MMA / i 370 O CZ 360 0 3t n En + 7.48 77.62 RT 00 PRC ELEV 349.05 350 0 2 WWTP z U20 m cn r cn / w m O 00 v 340• s 0 s N 3 330- 0 0 / 0 to 370- Wr w O 0 360- w 60 - / U lel 340 tr° v 0 O m 330 t Y O m w CONSTRUCTION NOTES 2 OBLITERATE EXISTING ASPHALT CONCRETE PAVEMENT. Q RELOCATE EXISTING IMPROVEMENT BY OTHERS. LEGEND CURB CURVE DATA NOTE: 4 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD PLAN No ® CONSTRUCT 12' MEANDERING PCC WALK, 6" THICK. ® COLDMILL NO. LENGTH RADIUS TANGENT DELTA * 48 HOURS PRIOR TO COMMENCEMENT MMENCEMENT OF CONSTRUCTION ACTIVITIES CONTACT RONOPPELT ADJUST MANHOLE TO GRADE. NEW PAVEMENT Cl 27.27' 1500' 13.64' 1'02'30" (661) 391-5860 TO ARRANGE FOR FIELD MARKINGS OF SHELL'S FACILITIES. 5 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD PLAN No ST -2 OTIFICATION IS !N ADD THIS CONSTRUCT MAINTENANCE AREA PER DETAIL ON SHEET NO. 10. ^ ® OBLITERATE PAVEMENT C 18.18' 1500' 9.09' 00'41'40" ADDITION TO NOTIFICATION THROUGH UNDERGROUND SERVICE ALERT. ® CONSTRUCT 6" SCH. 40 PVC SLEEVE IRRIGATION LATERAL UNDER qll SLS �V� UN N COMBINATION SIDEWALK ROADWAY PER C.O.B. STD PLAN No L-2. n E�2 S�� 1,va�}� K •• 6 w O CURVE NUMBER °C i- 7 STORM DRAIN IMPROVEMENTS SEE SHEETS 24-34. n- o w �w �8 KERN DELTA IRRIGATION MAINLINE SEE SHEETS 24-34. o Q STRUCTURAL SECTION # (SEE 6 c? M o w o `� STRUCTURAL SECTION TABLE SHEET 03) ^ a• o / t� o cn 6 rn cn 11 EX. ACCESSES SHALL BE MAINTAINED & MODIFIED AS NEEDED TO N o o I EXISTING 42" o " �`- r' vw to o W MATCH PROPOSED ROADWAY EP., ACCESSES MODIFICATIONS SHALL J t o O SECTION CORNER SEWER OUTFALL m o < t o n o o �`o o o �ma`°o BE DONE USING SIMILAR MATERIAL AS USED ON EX. ACCESSES. �t tC5 U o Op W 01"¢U + VYtA � VO tV 0 �p _ ®PROTECT EXISTING IMPROVEMENT IN PLACE. o t W Q w 0 - M o Z �n C4 c�,� N ozcww '� ¢o o co -"4-w ¢M II zt`' CONSTRUCT ASPHALT CONCRETE DIKE PER CALTRANS STANto DARD o "G" LINE 48+00.0 7.00 RT t o W o v v co En ¢ o END MEDIAN CUB (TYPE M) I w v .7 �-_ v W PLAN A87B, TYPE A, MODIFIED TO 10" HIGH. SEE DETAIL A ON ^ J o m o ? �`' a �~�.,�% w o �•'' ~' o w o �-- W SHEET 03. BEGIN AC DIKE! I ¢ °' co EXISTING 34" GAS M M ? co 4 ? a m o z w a, W W _ `� �' 349.66 TC -t z °' `- 4 -Ti _ 348.83 FS t ) z w It ,* U - m i 4 : o o o z a -t co = O - - - ,r T --,-----_ - -T W m M M - -r F TU�RE MEpIAN f ��f r> v, m n Lo + + (D z w � i ^ � z n co O- k __---__ i -4 ------------5 -_-_ y y _ - - _ _ _ --_ r ---RAW �} ",-r---------� - T ,. r______-____-� ____ - t t z z h <- - h. ., s� 4411 CID . n x6t 4 . j7 vY 3 v • .e . ... +. , ..•. .. -.',. . ." ... .. , ,,. ,.. .,, ...,.. k ,, .... '...+✓... ^., <_,r>, . 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Y A , <., ..., .> .r.-.1, .,, -' _ _ •.t r>s j$ g•,� RTS Y t h ____r_ ... _ ...-____a.,4..w-,rr.-+n_n.. +•.r+, -+.y -a.•. r,�w, .wr.'xr++'^n a -w .-err '^' r___... r.... r...r. _ x r "• �r eta, v: ,r J +.�.� U. ' _ r -- _ - - - - cn 4 - -- - - U --- W - - _ ---------------------------- ------ =�� _-r= -- - _ �- - _ _ _ 5 TR - - - 5TA 4 =� =='== w-- - - - ___ 6+17. 7 - -- - - - - - T - t- STA 47 9 - - PRC ELEV 348.73 STA 44+62.66 80.77 R En + 7.48 77.62 RT 00 PRC ELEV 349.05 pi-RC ELEV 348.38 PROP. SLOPE BY o Q 2 WWTP z U20 cn Quj w w m O aom dd' DESCRlPT10N 45+00 46+00 45+00 46+00 CL CITY OF BAKERS O i APP'D ]_DATE FEEL D, 47+00 EX. GRADE PROP. FLY 47+00 CALIFORNIA MIN PLAN HORIZ. SCALE: 1"=50' I /- PROP F.S.- AT CONST C.L. EX. F.S. AT CIDNST. C.L. STA 51+57 4 RT ____ - -- STA 53+38.16,77.50 .94 7 PRC ELEV 349. 1 PROP. SLOPE R rl - - - ---- - i - PRC ELEV 50.17 �A 55+25.8 78.48 RT N 03Q BY WWTp PRC ELEV 350.56 `� t° PR P. SLOPE EX ACCESS ROAD ""` -- 0 -_0_____._. o 00 BY i NOTE: SIDEWALK ALONG GO FORD ROAD _ � m L w o ¢ S7t2 Z EXISTING 10" PETROLEUM % HAS 650' CENTERLINE RADIU TYP. w � w z w o-'- STA 56+88.88 82.37 RT 9 SEE NOTE * / �' EXISTING 34" GAS I ? z o w o PRC ELEV 350.72 5 3 t1 Zi o �t to F5 SZ -i �u "00 "0 0 o WOO� ' 4 a-toJ " vi 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 c6 O M o of + M - 0.21%---- to > 6 PV MIN. 2.5 rL FROM - _ e' w BOT 0 OF PVMT SEC N " ~, ' IE 10 " 42 EX. S R U A L 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 PROFILE HORIZ. SCALE: 1"=50' APPROVED BY. VERT. SCALE: 1 "=10' ,&S�ARD s 0 tea z N 12-31-1t) Alk >/e Nome: Sheet 07.dwg Drown: KERN DELTA- STRICT ENG EER DATE: Ca�� PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer. JJG SCM STREET IMPROVEMENT PLANS Dote: 1/6/10 Checked By. MES GOSFORD ROAD PLAN AND PROFILE 57+00 m • - ��Ti- 57+00 PREPARED BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 Tel:(949)263-9322 Fax:(949)263-1225 ROBERT E. STEAFFENS C.E. 25068 8-16-10DATE: SHEET NO. 7 OF 34 0 2 3 O 00 , Y ) • 16 5 2- 370 360 350 340 330 370 360 350 340 330 M t� 0 0 0 Ct 0 3 0 v m _ i 00 0 i N 3 Q 0 0 m 0 0 0 rz W x 0 0 i W x Q H V W 0 Cr a. 0 i 0 m la0 0 c� m 1 m Y O m I 0 to i m 0 3 z W a- 0 REV 370 360 350 340 330 370 360 350 340 330 X O F- W W W W U) O 00 LO U) W z J U Q 75 00 McCUTCHEN ROAD ("M" LINE) SIGN ING & PLAN EX.. R JW _ r zpoo CONSTRUCTION 0�- "G" LINE BY OTHERS HORIZ. SCALE: 1"=50" 59+00 DESCRIPTION 60+00 APP'D I DA TE 61+00 62+00 63+00 64+00 CITY OF BAKERSF/ELD, CALIFORNIA I PUBLIC WORKS DEPARTMENT 370 -M-0 350 340 330 10 370 360 350 340 330 65+00 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=10' File Nome. Sheet 08. Job No.: 260277 Date: 1/6/10 Drown: JJG Engineer. SCM Checked By. MES TAPER A STATION OFFSET ELEV (FS) 59+00.05 11.00 RT 351.18 59+10.05 10.69 RT 351.22 59+20.Oq 9.75 RT 351.28 59+30.018.19 RT 351.34 59+40.016.00 RT 351.42 59+50.05 3.50 RT 351.51 9+60.05 1.00 RT 351.59 9+70.05 1.50 LT 351.68 9+80.051 O 351.76 9+90.05 6.19 LT 351.84 60+00.05 O O to OR. 60+10.05 d- 351.96 �0+20.04 9.00 LT 1 352.00 o� •j•t �CN CN O? N > N Uj 4) timlifo - EX. F.S. AT CO T. C.L. w a) °- W 0.20 PROP. F.S. AT CONST. C.L.EM, EX 38" RCP O W EX IRRIGATION LI EX 42 S WER LINE to C:) 00 59+00 60+00 61+00 62+00 63+00 64+00 65+C i- uj 0 0 �nm arm O U) O F -M M i Y Fl =1 INE W � tL1 W W W 0.20% 0.207, EX SEWER LINE EX 10" OIL LINE EX 42" SEWER LINE 59+00 DESCRIPTION 60+00 APP'D I DA TE 61+00 62+00 63+00 64+00 CITY OF BAKERSF/ELD, CALIFORNIA I PUBLIC WORKS DEPARTMENT 370 -M-0 350 340 330 10 370 360 350 340 330 65+00 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=10' File Nome. Sheet 08. Job No.: 260277 Date: 1/6/10 Drown: JJG Engineer. SCM Checked By. MES TAPER A STATION OFFSET ELEV (FS) 59+00.05 11.00 RT 351.18 59+10.05 10.69 RT 351.22 59+20.Oq 9.75 RT 351.28 59+30.018.19 RT 351.34 59+40.016.00 RT 351.42 59+50.05 3.50 RT 351.51 9+60.05 1.00 RT 351.59 9+70.05 1.50 LT 351.68 9+80.051 4.00 LT 351.76 9+90.05 6.19 LT 351.84 60+00.05 7.75 LT 351.91 60+10.05 8.69 LT 351.96 �0+20.04 9.00 LT 1 352.00 TAPER B STATION OFFSET ELEV (FL) 59+00.0554.00 RT 350.19 59+10.0554.16 RT 350.22 59+20.0554.62 RT 350.25 9+30.05 55.41 RT 350.27 9+40.0556.50 RT 350.28 9+50.05 57.75 RT 350.29 9+60.0559.00 RT 350.30 9+70.0560.25 RT 350.32 9+80.05161.50 RT 350.34 9+90.0562.59 RT 350.36 0+00.0563.38 RT 350.48 60+10.05 63.84 RT 350.41 160+20-05164.00 RT 350.44 APPROVED BY: LEC3END ® COLDMILL EM NEW PAVEMENT EM OBLITERATE PAVEMENT MO COMBINATION SIDEWALK (X CURVE NUMBER a STRUCTURAL SECTION # (SEE STRUCTURAL SECTION TABLE SHEET 03) @Q SECTION CORNER CONSTRUCTION NOTES: �1 SAWCUT EXISTING ASPHALT PAVEMENT WITH A CLEAN EDGE AND APPLY TACK COAT. 02 OBLITERATE EXISTING ASPHALT CONCRETE PAVEMENT. ® CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD PLAN No ST -1. Q7 STORM DRAIN IMPROVEMENTS SEE SHEETS 24-34. �8 KERN DELTA IRRIGATION MAINLINE SEE SHEETS 24-34. 11 EX. ACCESSES SHALL BE MAINTAINED & MODIFIED AS NEEDED TO MATCH PROPOSED ROADWAY EP., ACCESSES MODIFICATIONS SHALL BE DONE USING SIMILAR MATERIAL AS USED ON EX. ACCESSES. 14 PROTECT EXISTING IMPROVEMENT IN PLACE. 19 COLDMILL EXISTING PAVEMENT VARIABLE DEPTH TO MATCH NEW STRUCTURAL SECTION. 21 RELOCATE EXISTING IMPROVEMENT BY OTHERS. CONSTRUCT 12' MEANDERING PCC WALK, 6" THICK. q it l' SL 6-a v 9 Uru o Eyz- S , n �,Jh NOTE: * 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRCUTION ACTIVITIES, CONTACT RON OPPELT (661) 391-5860 TO ARRANGE FOR FIELD MARKINGS OF SHELL'S FACILITIES. THIS NOTIFICATION IS IN ADDITION TO NOTIFICATION THROUGH UNDERGROUND SERVICE ALERT. KERN DELT*DISTRICT EINGINEER If DATE: 1 STREET IMPROVEMENT PLANS OOSFORD ROAD PLAN AND PROFILE l 5'z_._ PREPARED BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 Tei:(949)263-9322 Fax:(949)263-1225 8-16-10 ROBERT E. STEAL IS C.E. 25Q68 DATE: SHEET NO. 8 OF 34 0 1 2 co 0► 3 O m O t 0 a. O m a i J O 0 co 0 a i W 0 0 ri 4b LEGEND ® COLDMILL NEW PAVEMENT ® OBLITERATE PAVEMENT EM COMBINATION SIDEWALK OX CURVE NUMBER 0 STRUCTURAL SECTION # (SEE STRUCTURAL SECTION TABLE SHEET 03) 00 SECTION CORNER CONSTRUCTION NOTES: 02 OBLITERATE EXISTING ASPHALT CONCRETE PAVEMENT. CURB CURVE DATA NO. LENGTH RADIUS TANGENT DELTA Cl 47.75' 30' 30.63' 91'11'44" 47.12' 30' 30.00' 90'00'00" REV. 28 DETAIL C MAINTENANCE AREA NOT TO SCALE DESCRIPTION APP'D I DA TE' CITY OF BAKERSFIELD, CALIFORNIA 6 • 60�2 • 1 G APPROVED BY: �oFEsss PREPARED BY: PARSONS � WARD 2201 DUPONT DRIVE, SUITE 200 a g y IRVINE, CA. 92612 12-31_11) Tel:(949)263-9322 Fax:(949)263-1225 �0 9� c1- %�. 8-16-10 KERN DELTA- tSTRICT EN NEER DATE: � ��ROBERT E. STEAFFENS .0 .E. 25068 DATE: Fi/e Nome: Sheet 10.dwg Drawn: JJC `PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer. • SCM STREET IMPROVEMENT PLANS SHEET NO. Dote: 1/6/10 Checked By. MES GOSFORD ROAD CONS TRUC TION DETAILS 10 OF J4 1 W, C 0 0 0 U i 0 0 0 U r W i 0 0 c� E 0 co04o REV -5 W a- 0 I SPEED LIMIT II C17(CA) (SEE SPECIAL NOTE 1) ROAD CLOSED R11-2 SHOULDER CLOSED C30A(CA) NOI PARKING ANY TIME R26(CA) GENERAL NOTES: TYPICAL CONSTRUCTION BIONS (PER LATEST CALIFORNIA MUTCB/CALTRANS MANUAL) END R81B(CA) D11-1 W1-4(Lt) 1. DISTANCES BETWEEN SIGNS ARE MINIMUMS AND MAY BE INCREASED TO CLEAR INTERSECTIONS, DRIVEWAYS AND OBSTRUCTIONS. END ROAD WORK G20-2 2. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES, IF SPECIAL APPROVAL IS GRANTED BY THE CITY TRAFFIC ENGINEER TO CLOSE OR INTERFERE IN ANY WAY WITH A DRIVEWAY, THEN THE CONTRACTOR SHALL NOTIFY THE OWNER OR OCCUPANT (IF NOT OWNER -OCCUPIED) OF THE CLOSURE OF DRIVEWAYS AT LEAST FIVE (5) WORKING DAYS PRIOR TO THE CLOSURE. THE CONTRACTOR SHALL FULLY EXPLAIN TO THE OWNER/OCCUPANT HOW LONG THE WORK WILL TAKE AND WHEN CLOSURE IS TO START. 3. TRAFFIC CONES/PORTABLE DELINEATORS SHALL BE SPACED 40' APART OR LESS, UNLESS OTHERWISE NOTED ON THE PLANS. 4. IF PARKING IS ALLOWED IN ADVANCED WARNING AREA, ALL ADVANCE WARNING SIGNS SHALL BE ON FLAG TREES. 5. CONTRACTOR SHALL CONTACT THE CITY OF BAKERSFIELD TRAFFIC ENGINEERING DIVISION (AT 661-515-5153) AT LEAST FIVE (5) WORKING DAYS AHEAD OF CONSTRUCTION. SIGNAL LOOPS DAMAGED DURING CONSTRUCTION SHALL BE REINSTALLED IMMEDIATELY UPON COMPLETION OF EACH PHASE OF CONSTRUCTION. 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A CITY STREET TO INSTALL AND MAINTAIN THE TRAFFIC CONTROL DEVICES AS SHOWN HEREON, AS WELL AS SUCH ADDITIONAL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED TO ENSURE SAFE MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH AND AROUND THE WORK AREA AND PROVIDE MAXIMUM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS. 7. THE CITY OF BAKERSFIELD AND CALTRANS TRAFFIC SECTIONS RESERVE THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN USE AND TO MAKE CHANGES AS FIELD CONDITIONS WARRANT. ANY CHANGES WILL SUPERCEDE THESE PLANS AND WILL BE DONE SOLELY AT THE CONTRACTOR'S EXPENSE. 8. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TRAFFIC CONTROL DEVICES AND CONFORMING TO THE STATE OF CALIFORNIA AND CITY OF BAKERSFIELD STANDARDS AND SPECIFICATIONS. 9. THE CONTRACTOR IS TO REPLACE ROADWAY AND ALL SIGNING TO NORMAL OPERATING CONDITIONS AT THE COMPLETION OF WORK. 10. ALL ADVANCE WARNING SIGNS SHALL BE ON FLAG TREES AND SHALL BE ILLUMINATED OR REFLECTORIZED. 11. ALL TRAVEL LANES SHALL BE A MINIMUM OF 12 FEET WIDE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 12. CONSTRUCTION VEHICLE OPERATION IN AND OUT OF CONSTRUCTION STAGING AREAS SHALL BE CONTROLLED BY FLAGGER AT ALL TIMES. 13. ALL WORK SHALL CONFORM TO THE CALTRANS PUBLICATION "TEMPORARY TRAFFIC CONTROL, PART 6 OF CALIFORNIA M.U.T.C.D. LATEST EDITION. 14. ALL EXISTING SIGNS IN CONFLICT WITH CONSTRUCTION SIGNS SHALL BE REMOVED, COVERED WITH PLYWOOD, OR RELOCATED AS DIRECTED BY THE ENGINEER. 15. TRAFFIC CONES/PORTABLE DELINEATORS SHALL BE ACCEPTABLE FOR DAYTIME USE ONLY. REFLECTORIZED TRAFFIC CONES/PORTABLE DELINEATORS ARE TO BE USED FOR NIGHTTIME AND WEEKEND LANE CLOSURES. 16. PERMANENT STRIPING AND PAVEMENT LEGENDS SHALL BE RESTORED UPON COMPLETION OF THE WORK. 17. CONTRACTOR SHALL NOTIFY ALL COMMERCIAL BUSINESSES, BY LETTER, OF CONSTRUCTION ACTIVITIES, DRIVEWAY CLOSURES AND OTHER ACCESS RESTRICTIONS, 7 DAYS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES ADJACENT TO THEIR PROPERTY. 18. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS IN ACCORDANCE WITH THE FOLLOWING: . SITES NTH ONE DRIVEWAY SHALL BE MAINTAINED AT ALL TIMES. . SITES WITH TWO OR MORE DRIVEWAYS - ONE DRIVEWAY TO BE MAINTAINED AT ALL TIMES. 19. THE LOCATION OF ALL SIGNS SHOWN ARE ONLY APPROXIMATE AND THE EXACT LOCA11ON SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN CONJUNCTION WITH THE CONTRACTOR. 20. ANY MINOR CONSTRUCTION WORK LEFT BEHIND FROM PHASE I AND PHASE 11 SHALL BE PERFORMED BY FLAGGER METHOD. SPECIAL NOTE: 1. CONSTRUCTION SPEED LIMIT FOR C17(CA) AND W3-5 TRAFFIC SIGNS SHALL BE DETERMINED BY THE CITY TRAFFIC ENGINEERING DEPARTMENT. DESCRIP77ON APP'D I DA TE W1-4(Rt) OM1 -3 (YELLOW) R1-1 W3-3 CONSTRUCTION NOTES: EXISTING TRAFFIC LOOP, STRIPING, PAVEMENT LEGEND, LIMIT LINE, AND/OR CROSSWALK LINE TO REMAIN IN PLACE. 2CONSTRUCTION AREA. 3� MATCH STRIPING AS SHOWN. D EXISTING SIGN AND POST TO REMAIN IN PLACE. Q EXISTING PAVEMENT EDGELINE TO REMAIN IN PLACE. Q FUTURE CURB, GUTTER, AND/OR SIDEWALK BY OTHERS. 71 INSTALL 12" WHITE SOLID LIMIT LINE PER CALTRANS STANDARD PLAN A24E. 8REMOVE EXISTING LOOP, SIGN, STRIPING, AND/OR PAVEMENT MARKER. aINSTALL 4" DOUBLE SOLID YELLOW LINE NO PASSING ZONE PER CALTRANS PLAN, DETAIL 22. Fl10 INSTALL 4" DASHED YELLOW LINES PER CALTRANS o PLAN, DETAIL 41. 11 INSTALL 4" WHITE RIGHT EDGE LINE PER CALTRANS PLAN, DETAIL 27B. Fl -21 INSTALL "SIGNAL AHEAD" PAVEMENT LEGEND PER CALTRANS STANDARD PLAN A24D. l 31 EXISTING EDGE OF PAVEMENT TO BE REMOVED DURING CONSTRUCTION. El INSTALL "STOP" PAVEMENT LEGEND PER CALTRANS STANDARD PLAN A24D. 15 INSTALL 6" SOLID WHITE BIKE LANE LINE PER CALTRANS F STANDARD PLAN A20D, DETAIL 39. 16 INSTALL 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 38. F171 INSTALL PERMANENT TRAFFIC SIGN AS SHOWN PER LATEST CALIFORNIA M.U.T.C.D. MANUAL. Fl 81 INSTALL "BIKE LANE" PAVEMENT MARKER & BIKE LANE ARROW PER CALTRANS STANDARD PLAN A24A AND A24D. Fl-91INSTALL TEMPORARY TRAFFIC CONTROL SIGN AS SHOWN PER LATEST CALIFORNIA M.U.T.C.D. 201 TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C 21 4' SURFACE MOUNT TYPE "E" CHANNELIZER PER CALTRANS STANDARD A73C LEGEND: CONSTRUCTION STAGE TEMPORARY TRAFFIC SIGN PERMANENT TRAFFIC SIGN PORTABLE CHANNELIZING DEVICE WITH WARNING LIGHT DIRECTION OF TRAVEL EXISTING SIGNALIZED INTERSECTION CONSTRUCTION NOTE CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT C 0 File Name. 11.dwg Drown: SA Job No.: 260277 Engineer. • SA Date: 1/6/10Checked By. EP SIGNAL AHEAD W3 -3o R3-2 (36X36) W3-5 (SEE SPECIAL NOTE 1) RIGHT LANE MUST TURN RIGHT R3 -7R ROAD WORK AHEAD W20-1 TABLE '1 oll NO PARKING BIKE LANE RECOMMENDED SIGN SPACING FOR ADVANCE WARNING SIGN SERIES APPROACH MINIMUM DISTANCE IN FEET SPEED BETWEEN SIGNS AND (MPH) FROM LAST SIGN TO TAPER 25 150-200 30 200-300 35 250-400 40 350-500 45 500-750 50 500-1000 55+ 500-1500 :�� SHOULDER WORK W21-5 TABLE 2 RECOMMENDED TAPER LENGTH AND DEVICE SPACING FOR CHANNELIZING TAPERS APPROACH SPEED (MPH) TAPER LENGTH (L) • SPACING OF CONES ALONG TAPER (FEET)+ - 25 125 25 30 180 30 35 245 35 40 320 40 45 540 45 50 600 50 50+ 660 50 NOTES: TAPER FORMULA L = S x W FOR SPEEDS > 40 MPH. L = W x S FOR SPEEDS < 40 MPH. 60 WHERE: L = MINIMUM LENGTH OF TAPER. S = NUMERICAL VALUE OF APPROACH SPEED PRIOR TO WORK (MPH) W = WIDTH OF OFFSET (FEET) (•) BASED ON 12 -FOOT WIDE LANE. THIS COLUMN IS ALSO APPROPRIATE FOR LANE WIDTHS LESS THAN 12 FEET LANE CLOSURE HOURS 8:30 A&M TO 3:30 PM MONDAY - FRIDAY NOTE: PER CITY ORDINANCE WORKING HOURS MAY BE 6:00 AM TO 9:00 PM WEEK DAYS 0 F ?f c k 4 STREET IMPROVEMENT PLANS GOSFORD ROAD TRAFFIC HANDLING PLAN - SHEET 1 PREPARE= BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 Tel:(949)263-9322 Fax:(949)263-1225 8-16-10 BOB STEAFFENSR.C.E. 25068 DATE: SHEET NO. 11 OF 34 a W20--1 `,. W Q F�- ix CL W a- 0 4 W O 0 Q 1 W 0 0 N Is, DESCRIPTION ( APP'D I DATE CITY OF BAKERSFIELD, CALIFORNIA 0 25' 50' SCALE. 1 " = 50' 100' 150 PLAN SCALE.- 1 "= 50' SEE SHEET 11 FOR NOTES, SIGNS AND LEGENDS File Name: 12-13.dwg Drawn: SA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer.• SA Date. 1/6/10 Checked By. EP T70A 38 0 30, F �G 0 ./•/GSA PREPARE= BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 Tel:(949)263-9322 Fax:(949)263-1225 8-16-10 BOB STEAFFENS .C -E. 25068 DATE: STREET IMPROVEMENT PLANS SHEET NO. GOSFORD ROAD TRAFFIC HANDLING PLAN - PHASE 1 - SHEET 2 12 OF 34 0 1 2 3 to C O 0 0 / U O O O 0 W m 0 0 0 W H W a a. n n 0 N o REV t - Typ. 5 40' C17 CA 19 TYP 21 Ty' S EXIST R/W TYP. 1 EXIST R/W TYP. 1 TYP. 40+OD �, 2 +50+90 z ._, R/W R/W SW 2 GOSFORD ROAD SW 2 SW PLAN � SCALE.- 1 "=50' 13 Q) Q W 0 0 N'^^ L J Q Z b DESCRIPTION APP'D I DA TE CITY OF BAKERSFIELD, CALIFORNIA " / --A , Y SCALE.- 17-50' SEE SHEET 11 FOR. NOTES, SIGNS AND LEGENDS File Name. 12-13. dwg Drawn: SA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer. SA Date. 1/6/10 1 Checked By. EP W J Q) W 01)W 0 0 Q Z Q PREPARE= BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 T 38 �" 0 egg m IRVINE, CA. 92612 . 0 /30/12 12-31-11) Tel:(949)263-9322 Fax:(949)263-1225 'rF "RAFF\- o���e clvti� �P lfw-e4-� ':�.8-16-10 OF C A��� CAI BOB STEAFFENS C . 25068 DATE: STREET IMPROVEMENT PLANS SHEET NO. GOSFORD ROAD TRAFFIC HANDLING PLAN — PHASE 1 — SHEET 3 I 13 OF 34 fl 2 G20-2119 EXIST 1 I TYP. EXIST R/W W20-1 19 I W1-4(Rt) 19 7 00 O O N N Co O O 3 tCi I L 0 0 I N O O O / V E 0 0 0 Cn0 0 n n N O co C4 o REV. Z W CL 0 / 6i A� 5 `0 500' ago W20-1119 1 71 Co Y� TYP Cl `� 1 101 TYP. 1 ,�-4 7 W3-5 19 -�-�-i- 500' �msii!E�II� �r111�IlEi ,,, 19 J G20-2 QTyp. .D MAGNE77C •- ©A' R/W ®- • I • Sr � aWl-4(Rt) R/ �� ARD W t TYP. _EXIST 40 _( ;1 TYR USE FLAGGING OPERA 77ON WA �j 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 TO PERFORM WORK NEAR 2 g INTERSEC770N. 1 LOOPS Ra- � 19 CJOA�(CA) Mon ii ,r --I 8 1 TYf? Q) g OW20-1 360' SHIFTING TAPER FUTURE RAISED MEDIAN CURB 8 TYR P DVANCE AGNETIC DE7LCTOA EE LIGHTING PLAN NEW R/W R/W TYP. 9 18] C1 CA TYP. TYP. 15 ( ) R7-9[17 17 R sic) TYP. 21 GOSFORD ROAD FUTURE RAISED i FEXIST - - QTyp. .D MAGNE77C •- ©A' R/W ®- • I • Sr � aWl-4(Rt) R/ �� ARD � �Z PREPARED BY:pAR501V5 _EXIST 40 rrlOVESS 38 — WA 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 2 g .0 /30/12 WiA Ra- � L`! 'lF TRAFF q C Mon ii --mw a�� Of C ���F Ivl%. Al I EXIST R WI_r \ �,► -Eli - F" RJ- 7R m - ® STREET IMPROVEMENT PLANS - SHEET NO. GOSFORD ROAD TRAFFIC HANDLING PLAN - PHASE 2 18 14 OF 34 RJ -7R m U 1 2 BARRICADES, .. -, PLAN- SW O 17 !2] -SIGNAL AHEAD- TYP 15 18 171 R26(CA) EXIST R/W NEW R/W TYP. 11 TYP.[ 9 SW R7-9117 4j - Q) 0 0 0 25' 50' 100' 150' PLAN SCALE: 1 " = 50' SCALE. 1"-50' DESCRIPnoN APP'D DATE SEE SHEET 11 FOR NOTES, SIGNS AND LEGENDS File Name: 14-15.dwg Drown: SA CITY OF BA KERS FI EL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer: SA Date. 1/6/10 Checked By. EP 0 k, • I • Sr � /p �� ARD � �Z PREPARED BY:pAR501V5 rrlOVESS 38 — 0 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 2 g .0 /30/12 12_31_11) * Tel:(949)263-9322 Fax:(949)263-1225 L`! 'lF TRAFF q C �� /f �. 8-16-10 a�� Of C ���F Ivl%. Al I BOB STEAFFENS C_E_ 25068 DATE: STREET IMPROVEMENT PLANS SHEET NO. GOSFORD ROAD TRAFFIC HANDLING PLAN - PHASE 2 - SHEET 4 14 OF 34 U 1 2 k, co C O 2 O cnU ta. la. 0 0 0 W S N O 0 0 1 W S a 4 s zs / V 0 0 it ME 0 w I O m m t i m W Y v m n n N 0 to i m REV. W) CL 0 6iI d' W W O O 0 PLAN SCALE. l-50' DESCRIPTION APP'D I DA TE CITY OF BAKERSFIELD, CALIFORNIA 0 25' 50' 100' 150' SCALE. 1 " = 50' PLAN SEE SHEET 11 FOR NOTES, SIGNS AND LEGENDS rile Name: 14-15. dwg Drawn: SA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer SA Date: 1/6/10 1 Checked By. EP T 38 " . 0 /30/12 C �fF AFF��' oQ� �F C -Ni W J O W aD W O 0 W z z Q 19 W20-1 19 G20-2 PREPARE= BY: PARSOhIS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 Tel:(949)263-9322 Fax:(949)263-1225 8-16-10 BOB STEAFFENSK.C.E. 25068 DATE: STREET IMPROVEMENT PLAINS SHEET NO. GOSFORD ROAD TRAFFIC HANDLING PLAN — PHASE 2 — SHEET 5 15 OF 34 1 0 0 0 04 Go 0 3 .0 0 0 o� N to C 0 E 0 0 v 0 0 0 O t5 W i 0 or 0 W a U W C3 Ix CL ip- 0 Z W 0 i v's SIGNING AND STRIPING CONSTRUCTION NOTES: ID 12" WHITE SOLID LIMIT AND/OR CROSSWALK LINE PER CALTRANS STANDARD PLAN A24E. n 4" SOLID DOUBLE YELLOW LINE NO PASSING ZONE PER CALTRANS STANDARD PLAN A20A, DETAIL 22 Fil "BIKE LANE" PAVEMENT LEGEND & BIKE LANE ARROW TO REMAIN IN PLACE Q TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C. 5 4' SURFACE MOUNT TYPE "E" CHANNELIZER CSD 25' O.C. PER CALTRANS STANDARD PLAN A73C. 6l ADVANCE MAGNETIC DETECTOR LOOPS PER CALTRANS STANDARD PLAN ES -5C AND ELECTRICAL PLAN. n TYPE IV RIGHT/LEFT ARROW PAVEMENT LEGEND PER CALTRANS STANDARD PLAN A24A. D JOIN EXISTING AS SHOWN. El 4" SOLID WHITE RIGHT EDGELINE PER CALTRANS STANDARD PLAN A20B, DETAIL 278 10 "STOP" PAVEMENT LEGEND PER CALTRANS STANDARD PLAN A24D. 91 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STANDARD PLAN A20D, DETAIL 39 12 INSTALL TRAFFIC SIGN AS SHOWN PER LATEST CALIFORNIA MUTCD. 13 EXISTING STRIPING, PAVEMENT LEGEND, AND/OR TRAFFIC SIGN FROM TRAFFIC HANDLING PHASE II TO REMAIN IN PLACE. 14 EXISTING AC BERM TO REMAIN IN PLACE. 15 REMOVE EXISTING PAVEMENT LEGEND, STRIPE, AND/OR TRAFFIC SIGN FROM TRAFFIC HANDLING PHASE II. GENERAL NOTES: 1. TRAFFIC STRIPING SHALL CONFORM TO THE CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED JULY 2006, LATEST CALIFORNIA MUTCD MANUAL, THESE PLANS, THE SPECIAL PROVISIONS, AND THE CITY OF BAKERSFIELD SIGNING & STRIPING DESIGN MANUAL. 2. PAINTING AND THERMOPLASTIC INSTALLATION PROCEDURES PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1997 EDITION WITH LATEST SUPPLEMENTS. 3. ALL CONFLICTING STRIPING AND PAVEMENT MARKERS SHALL BE REMOVED. CONFLICTING STRIPING SHALL BE REMOVED BY WET SANDBLASTING. AN APPROVED PAVEMENT SEALER SHALL BE USED WHERE EXISTING PAVEMENT MARKERS OR REFLECTORS ARE REMOVED, OR WHEN PAINT IS REMOVED BY SANDBLASTING. PAVEMENT ARROWS AND LEGENDS TO BE REMOVED SHALL BE WET SANDBLASTED IN A BLOCK PATTERN. WHERE THERMOPLASTIC IS TO BE INSTALLED OVER SANDBLASTED AREAS, THE PAVEMENT MUST BE SEALED AT LEAST THREE DAYS PRIOR. LEGEND: PROPOSED TRAFFIC SIGN PROPOSED STRIPING 4 FT SURFACE MOUNT CHANNELIZER EXISTING STRIPING TYPE III BARRICADE CONSTRUCTION NOTE SIGNALIZED INTERSECTION DESCR/P 110N APP'D I DA TE M u O 0 CITY OF BAKERSFIELD, CALIFORNIA (PUBLIC WORKS DEPARTMENT File Name. 16.dwg Job No.: 260277 Date: 1/6/10 PROPOSED TRAFFIC SIGNS (PER CALIFORNIA LATEST MUTCD/CALTRANS MANUAL N.T.S. BEGIN R1-1 BEGIN R81 A(CA) END R81 B(CA) W3-3 Drawn: SA Engineer. • SA Checked By. EP D11-1 RIGHT LANE MUST ITURN RIGHT R3 -7R W1-4(Rt) SIGNAL AHEAD W3 -3a OM1 -3 (YELLOW) BEGIN RIGHT TURN LANE *11 YIELD TO BIKES R4-4 ROAD CLOSED R11-2 W1-4(Lt) ./ Ub/3U/IZ 'rF TRAFF o�� OF C Al Xi STREET IMPROVEMENT PLANS GOSFORD ROAD SIGNING AND STRIPING •- SHEET 1 OM4-3 (RED) imm NO PARKING AN TIME R26(CA) H W1-7 PREPARE= BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 Tel:(949)263-9322 Fax:(949)263-1225 Fal �.LLg_ 8-16-10 BOB STEAFFENSK.C.E. 25068 DATE: SHEET NO. 16. OF 34 OD O O N \ t0 N 00 O cm 3 OD i O �pp C7 _O I N (o G O O tn U W a L 0 W D O O C9 t;? n N N I;; REV 7 W CL0 i Cn DESCRIPTION I APP'D I DA TE CITY OF BAKERSFIELD, CALIFORNIA 0 25' 50 100' 150' SCALE: 1 " = 50' PLAN SCALE.- 1 "= 50' SEE SHEET 16 FOR NOTES, SIGNS AND LEGENDS File Name. 17-18. dwgDrawn: SA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer. SA Date. 1/6/10 1 Checked By. EP QROEESS/p p�oFEss� PREPARED BY: �°w"'R° PARSONS 2201 DUPONT DRIVE, SUITE 200 T 38 ``' 0 2g H IRVINE, CA. 92612 . 0 /30/12 12_31_11) % Tel.(949)263-9322 Fax:(949)263-1225 �r TRAF0" ��4� crvtx. �Q' e,r� '-e-. 8-16-10 F pF EhLOo BOB STEAFFENS C.E. 25068 DATE: STREET IMPROVEMENT PLANS SHEET NO. GOSFORD ROAD SIGNING AND STRIPING PLAN — SHEET 2 17 OF 34 3 0 0 0 0 3 n a 0 a. 0 m a i 0 0 m o) Ca REV Z W 0 0 U W Z Qq SCALE.- 1"-50 DESCRIPTION ' APP'D I DA TE CITY OF BAKERSFIELD, CALIFORNIA 0 25' 50' 100' 150' PLAN_ SCALE. 1 A. = 50' SCALE.- l--.50' SEE SHEET 16 FOR NOTES, SIGNS AND LEGENDS File Name. 17-18. dwg Drawn: SA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer. • SA Date. 1/6/10 Checked By. EP . 1-14 5-a PREPARE= BY: FPAAR�0 mrm ■ 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 Tel:(949)263-9322 Fax:(949)263-1225 ew-"�8-16-10 BOB STEAFF Y rxC.E. 25068 DATE: SHEET NO. 18 OF 34 2 Q z i T38 �` 0 2506s y . 0 /30/12 'r )RAPE\ F of C&%-\' STREET" IMPROVEMENT PLANS GOSFORD ROAD SIGNING AND STRIPING PLAN - SHEET 3 3 SERVICE POINT FOR STREET LIGHTING CIRCUIT FP.G.&E. SECONDARY HANDHOLE TRANSFORMER , STREET L5A — I LOCATE FUSE HOLDER IN STREET LIGHT PULL BOX PROVIDE PULL BOX WITH ALL POLES F — -1 F I 20A I I L J L 5A LOCATE SERVICE PULL BOX PROVIDE SPLICE AT PULL BOX WITHIN 60" OF P.G.&E. WHERE A TAP CIRCUIT CROSSES SERVICE POINT. NOT REQUIRED STREET OR WHERE WIRE SIZE IS IF POLE LOCATION IS LESS THAN REDUCED. 120" FROM SERVICE POINT. TYPICAL SINGLE LINE DIAGRAM NO SCALE GENERAL NOTES: 0) INSTALL 1. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE SPECIFICATIONS Q2 EXISTING DETECTOR LOOP TO REMAIN IN PLACE. ❑3 INSTALL 1 1/2" PVC CONDUIT WITH 2#2 THWN COPPER WIRE & 1#8 THWN ENTITLED "STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, BUSINESS AND o GROUND WIRE. TRANSPORTATION AGENCY, DEPARTMENT OF TRANSPORTATION", CURRENT EDITION, INSTALL 3" CONDUIT WITH 1 L.I.C. CABLE FOR MAGNETIC VEHICLE DETECTOR AND THESE SPECIAL PROVISIONS. 0 2. LUMINAIRE SHALL BE COBRA HEAD TYPE, HIGH PRESSURE SODIUM VAPOR WITH 3" CONDUIT WITH 2 L.I.C. CABLE FOR MAGNETIC VEHICLE DETECTOR PER ES -5C. o+ 6F EXISTING TYPE IV PHOTOELECTRIC CELL AND A BALLAST WHICH PROVIDES 55 VOLTS TO THE BULB. A TYPE IV REFRACTOR SHALL BE USED AT INTERSECTIONS, AND A TYPE II TWO—WAY SHALL BE USED AT MID—BLOCK LOCATIONS. LENS SHALL BE 0 GLASS OR POLYCARBONATE PLASTIC. BULB SHALL BE 100 WATTS (9500 LUMEN) ON MAJOR STREETS AND 70 WATTS (5800 LUMEN) ON LOCAL STREETS. o 1 3. STEEL POLE, MAST ARM , AND ARM CONNECTION SHALL CONFORM TO C.O.B. STD. ST -22. CONCRETE OR ALUMINUM POLES MAY ALSO BE USED. 0 E SUBMIT SPECIFICATIONS FOR APPROVAL. 0 c� 4. PULL BOX SHALL CONFORM TO C.O.B. ST -23. 5. SPLICES IN THE PULL BOX SHALL BE TAPED AND WATERPROOFED WITH AN o APPROVED ELECTRICAL COATING. a: 0 6. CONDUIT SHALL BE 1 1/2" MINIMUM DIAMETER SCHEDULE 40 RIGID NON—METALLIC CONDUIT CONFORMING TO UL STANDARD UL 651. CONDUIT SHALL HAVE A ILL MINIMUM COVER OF 18". SMALLER CONDUIT MAY BE USED WHERE THE TYPE OF o POLE WILL NOT ACCEPT 1 1/2" CONDUIT. SUBJECT TO THE APPROVAL OF THE OR CITY ENGINEER. 7. GALVANIZE STEEL POLE AND MAST ARM AFTER CUTTING, FORMING, AND WELDING IN CONFORMANCE WITH ASTM A 123. GALVANIZE ALL REMOVABLE PARTS,- INCLUDING ANCHOR BOLTS, IN CONFORMANCE WITH ASTM A 153. W 8. WIRING FROM THE UTILITY COMPANY SERVICE BOX TO THE PULL BOX AT THE a BASE OF THE POLE SHALL BE #10 MIN. SOLID OR STANDARD COPPER. 9. THE UTILITY COMPANY SHALL BE NOTIFIED PRIOR TO, AND A REPRESENTATIVE SHALL BE PRESENT DURING, ANY WORK WITHIN THE UTILITY COMPANY'S SERVICE i BOX. lz 10. WIRING FROM THE PULL BOX TO THE LUMINAIRE SHALL BE #12 MIN. SOLID OR o STRANDED COPPER. 0 11. VOLTAGE DROP FROM THE UTILITY COMPANY SERVICE BOX TO THE LUMINAIRE m SHALL NOT EXCEED 5% VOLTAGE AT THE UTILITY COMPANY SERVICE BOX a SHALL BE 120 V. (240 V. MAY BE USED IN CERTAIN CIRCUMSTANCES SUBJECTS TO THE APPROVAL OF THE CITY ENGINEER). Y m° n N i o REV. DESCRIP nON APP'D DA TE W d 0 CITY OF BAKERSFIELD, CALIFORNIA 12. GROUNDING WIRE FROM THE LUMINAIRE TO THE GROUNDING ROD SHALL BE #8 BARE COPPER. AN IN-LINE FUSE IN THE UNDERGROUND CONDUCTOR OR CONDUCTORS ONLY AND A 1/2"0 X 8' LONG COPPER OR COPPER CLAD GROUNDING ROD SHALL BE LOCATED IN THE PULL BOX. 13. ALL CABLE SHALL BE FUSED AS SHOWN ON THE TYPICAL SINGLE LINE DIAGRAM. FUSES SHALL BE 13/32 x 3/2 INCH, IN LINE. 14. CONTRACTOR TO MAINTAIN PROPER CONDUIT SEPARATION AS REQUIRED BY THE APPROPRIATE UTILITY COMPANY. 15. CONTRACTOR RESPONSIBLE FOR ANY AND ALL INSPECTIONS: 16. PULL BOXES ALONG GOSFORD ROAD SHALL BE SPACED AT NOT OVER 200 FEET UNLESS OTHERWISE NOTED. 17. ALL CONDUIT BENDS TO BE FACTORY MADE BENDS. LEGEND: TYPE 15 STREET LIGHT AND PULL BOX PER C.O.B. STD. ST -22 STREET LIGHT PULL BOX (MARKED "STREET LIGHTING"). C7l P.G.&E. SECONDARY HANDHOLE (SERVICE POINT). F] i Y SERVICE METER PROPOSED CONDUIT - REFER TO IMPROVEMENT PLANS FOR EXACT SIZE. CONSTRUCTION NOTE SYMBOL SIGNALIZED INTERSECTION PUBLIC WORKS DEPARTMENT File Name: 19. dwg Drawn: SA Job No.: 260277 Engineer: SA Date. 1/6/10 1 Checked By. EP CONSTRUCTION NOTES: 1❑ INSTALL ADVANCE MAGNETIC DETECTOR PER CALTRANS STANDARD PLAN ES -5C. Q2 EXISTING DETECTOR LOOP TO REMAIN IN PLACE. ❑3 INSTALL 1 1/2" PVC CONDUIT WITH 2#2 THWN COPPER WIRE & 1#8 THWN COPPER GROUND WIRE. D4 INSTALL 3" CONDUIT WITH 1 L.I.C. CABLE FOR MAGNETIC VEHICLE DETECTOR PER ES -5C. ❑5 INSTALL 3" CONDUIT WITH 2 L.I.C. CABLE FOR MAGNETIC VEHICLE DETECTOR PER ES -5C. 6F EXISTING LOOPS TO REMAIN. 19 T 38 o .0 /30/12 �lF rRAFF\F°Q at -&%\ STREET IMPROVEMENT PLANS GOSFORD ROAD ELECTRICAL PLAN - SHEET 1 1-165r2-- PREPARE! BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA_ 92612 Tel:(949)263-9322 Fax:(949)263-1225 J�. ;ff-8-16-10 BOB STEAFFENS C_E_ 25068 DATE: SHEET NO. 0 19 OF 34 1 2 3 O N 0 C*, N 1 m C 0 0 0 In 0 OR 0 CDW x N O 0 0 CD w x rn W m Y Co n n N N m REV 0 W 0- 0 6i I EXIST R/W EXIST R/W INSTALL CONDUIT TNTC EXISTING SIGNAL PULL BOX AND CONNECT L.I.C. CABLE TO THE CONTROLLER SCALE.- 1--50' V L Q CURB m EXIST R/W �C —25+00 30+00 DESCRIP nON I APP'D I DA TE CITY OF BAKERSFIELD, CALIFORNIA --_-- 3Z SW ----- ,.r N 4, O a GOSFORD ROAD 3 ;� Oe 0 25' 50' 100' 150' SCALE.- 1 " = 50' PLAN SCALE.- 1 "=50' SEE SHEET 19 FOR GENERAL NOTES, SIGNS, DETAILS, AND DIAGRAM File Name. 20-21. dwg Drawn: SA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer: SA Date. 1/6/10 1 Checked By. EP 0 0 3 m J R10 12 N W + I FUTURE RAISED MEDIAN CURB W(n EXIST R/W a O O Q /JAId O ---------- SW O EXIST R/W Q O Q N 2=1—_. ---- — ( NEW R/W ' Q xo 3 1 3 — — -- ' O ro _.- --- - - N SW Q: o Q N.L,b��►,gid � oe DESCRIP nON I APP'D I DA TE CITY OF BAKERSFIELD, CALIFORNIA --_-- 3Z SW ----- ,.r N 4, O a GOSFORD ROAD 3 ;� Oe 0 25' 50' 100' 150' SCALE.- 1 " = 50' PLAN SCALE.- 1 "=50' SEE SHEET 19 FOR GENERAL NOTES, SIGNS, DETAILS, AND DIAGRAM File Name. 20-21. dwg Drawn: SA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer: SA Date. 1/6/10 1 Checked By. EP 0 0 3 m J R10 12 N W + I FUTURE RAISED MEDIAN CURB W(n EXIST R/W a O O Q /JAId T 38 o . 0 /30, STREET IMPROVEMENT PLANS GOSFORD ROAD ELECTRICAL PLAN — SHEET 2 • / 65� PREPARED BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 Tel:(949)263-9322 Fax_(949)263-1225 8-16-10 BOB STEAFFENS .C -E. 25068 DATE: SHEET NO. 20 OF 34 1 ---------- SW 3 Q O Q T 38 o . 0 /30, STREET IMPROVEMENT PLANS GOSFORD ROAD ELECTRICAL PLAN — SHEET 2 • / 65� PREPARED BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 Tel:(949)263-9322 Fax_(949)263-1225 8-16-10 BOB STEAFFENS .C -E. 25068 DATE: SHEET NO. 20 OF 34 1 0 E 0 in 0 0 0 0 W Cn S D a' wo 0 W a W a 0 co o REV. 0 W a. O i O N W W llO O W Z V O Q) Q W 0 0 'N^ v J Q LQ _ '< o mN v � 3FM2-41= I-- LL - EXIST EXIST R/W J O W QD FUTURE RAISED MEDIAN CURB W (/) _ EXIST R/W O -48+80 --, _._-__ 45+DO — ____54+00— ____— 0 NEW R/W SW o: o �N EXIST R/W EXIST R/W NEW R/W SW 3 vi � o: o oe DESCRIPTION I APP'D I DATE GOSFORD ROAD o� FUTURE RAISED MEDIAN CURB NEW R/W - ------ 1_ _ _-- 3 SW J �• jQ PLAN SCALE: 1"-50' EXIST EXIST R/W -I--- - — - - - - - ivc ww n/ rw ►-� 31 - - - - — 3 SW x o - - — - - - - - - - - - �1 0 o m� 3 , SW 3 m ° GOSFORD ROAD °� ,-j Q 0. = o SUM POW POWER o. o Q (SER CURCERCEE POINT)CA CA N O� 0 25' 50' 100' 150' . P L A N �(� Q. S i LA -5 N 6 „ SCALE.- 1 "=50' �s `��fl Y '--Cv-r�EJ SCALE: 1 = 50 CITY OF BAKERSFIELD, CALIFORNIA SEE SHEET 19 FOR GENERAL NOTES, SIGNS, DETAILS, AND DIAGRAM File Name. 20-21.dwg Drawn: SA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer.- SA Date. 1/6/10 Checked By. EP W EXIST R/W 3 °° Q. Q o� EXIST EXIST R/W -I--- - — - - - - - ivc ww n/ rw ►-� 31 - - - - — 3 SW x o - - — - - - - - - - - - �1 0 o m� 3 , SW 3 m ° GOSFORD ROAD °� ,-j Q 0. = o SUM POW POWER o. o Q (SER CURCERCEE POINT)CA CA N O� 0 25' 50' 100' 150' . P L A N �(� Q. S i LA -5 N 6 „ SCALE.- 1 "=50' �s `��fl Y '--Cv-r�EJ SCALE: 1 = 50 CITY OF BAKERSFIELD, CALIFORNIA SEE SHEET 19 FOR GENERAL NOTES, SIGNS, DETAILS, AND DIAGRAM File Name. 20-21.dwg Drawn: SA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer.- SA Date. 1/6/10 Checked By. EP W EXIST R/W �0� �- T 38 �'' `� 0 25068 N 50-10 /30/12 � 12-31-11) �rF TRAFF�� oQ�\ q CIvtx. i pF Ck"L- AL, STREET IMPROVEMENT PLANS GOSFORD ROAD ELECTRICAL PLAN — SHEET 3 PREPARE= BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 Tel:(949)263-9322 Fax:(949)263-1225 �. 8-16-10 BOB STEAFF rk C.E. 25068 DATE: SHEET NO. 21 OF 34 O 1 2 3 EXIST R W Q R/W;NEW -" SW cri J 4 tri �0� �- T 38 �'' `� 0 25068 N 50-10 /30/12 � 12-31-11) �rF TRAFF�� oQ�\ q CIvtx. i pF Ck"L- AL, STREET IMPROVEMENT PLANS GOSFORD ROAD ELECTRICAL PLAN — SHEET 3 PREPARE= BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 Tel:(949)263-9322 Fax:(949)263-1225 �. 8-16-10 BOB STEAFF rk C.E. 25068 DATE: SHEET NO. 21 OF 34 O 1 2 3 W 0 0 0 m N to i o 0 m ZrW DESCRIPTION FUTURE RAISED MEDIAN CURB CURB EXIST R/W 25+00 ir LEGEND: Q = PROPOSED PULL BOX .— = PROPOSED CONDUIT = FUTURE PULL BOX BY OTHERS — = FUTURE CONDUIT BY OTHERS APP'D I DA TE �rao SW SCALE: 17-50' EXIST R/W FUTURE RAISED MEDIAN CURB EXIST R/W NEW R/W — — NEW R/W GOSFORD ROADSW SW �, 3 TIP. 4 CONSTRUCTION NOTES: Fil INSTALL 2-3" SCHEDULE 40 PVC CONDUIT PER C.O.B. STD. T-33 WITH PULL ROPE FOR FUTURE TRAFFIC SIGNAL INSTALLATION. F'2 I INSTALL #5 PULL BOX PER CALTRANS STANDARD PLAN ES -8 . ALL PULL BOX COVERS SHALL HAVE A LOGO RECESSED INTO THE COVER WITH THE LEGEND, "TRAFFIC SIGNAL". ElINSTALL 2" SCHEDULE 40 PVC CONDUIT WITH PULL ROPE FOR FUTURE TRAFFIC SIGNAL INTERCONNECT. F INSTALL #5 PULL BOX PER C.O.B. STD. T-34, AND CALTRANS STANDARD PLAN ES -8. ALL PULL BOX COVERS SHALL HAVE A LOGO RECESSED INTO THE COVER WITH THE LEGEND, "TRAFFIC SIGNAL". FFUTURE CONDUIT TO BE INSTALLED BY OTHERS. FFUTURE PULL BOX TO BE INSTALLED BY OTHERS. CITY OF BAKERSF/ELD, CALIFORNIA I PUBLIC WORKS DEPARTMENT File Name. 22-23. Job No.: 260277 Date. 116110 0 25' 50' 100' 150' PLAN momw SCALE: 1 " = 50' SCALE: 1 "=50' GENERAL NOTES: 1. PULL BOXES SHALL BE SIZE #5 AT SIGNALIZED INTERSECTION AND #5 FOR INTERCONNECT PER C.O.B. STD.T-33 AND T-34, AND CALTRANS STANDARD PLAN ES -8 (CURRENT EDITION) WITH LID MARKED "TRAFFIC SIGNAL". 2. CONDUIT SHALL BE 2-3" SCHEDULE 40 CONDUITS IN CONFORMANCE TO SEC.86-2/05 OF THE CALTRANS STANDARD SPECIFICATIONS, CURRENT EDITION. Drawn: SA Engineer SA Checked By. EP G.I-IG5' 0 �RAI:F�� 0 N W �+ 1 W 0 0 N Z PREPARED BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, Ca 92612 Tel:(949)263-9322 Fax:(949)263-1225 8-16-10 BOB STEAFFENS .C -E. 25068 DATE: STREET IMPROVEMENT PLANS SHEET NO. GOSFORD ROAD FUTURE SIGNAL LOCA TION PLAN — SHEET 1 22 OF 34 0 1 2 3 M of 1� d Q N O) O 3 .a M N 1 N N O Y-. W 0 N 1 m 0 E O 0 U 0 0 En 0 W Z fol - (n (n i W U W CL 0 i 0 a° 0 m t 32 a I m Y m° 1 P, 0 0 i m O z a. 0 i REV N LLj 0) W 0 0 aC W J Lij m W 0 0 N L aC Q) w Q) 0 N L0 Q Co LLJ EXIST R/W LEGEND: Q = PROPOSED PULL BOX = PROPOSED CONDUIT = FUTURE PULL BOX BY OTHERS --- = FUTURE CONDUIT BY OTHERS DESCRIPTION APP'D I DA TE CONSTRUCTION NOTES: F 1-1 INSTALL 2-3" SCHEDULE 40 PVC CONDUIT PER C.O.B. STD. T-33 WITH PULL ROPE FOR FUTURE TRAFFIC SIGNAL INSTALLATION. F21 INSTALL #5 PULL BOX PER CALTRANS STANDARD PLAN ES -8 . ALL PULL BOX COVERS SHALL HAVE A LOGO RECESSED INTO THE COVER WITH THE LEGEND, "TRAFFIC SIGNAL". F31 INSTALL 2" SCHEDULE 40 PVC CONDUIT WITH PULL ROPE FOR FUTURE TRAFFIC SIGNAL INTERCONNECT. F41 INSTALL #5 PULL BOX PER C.O.B. STD. T-34, AND CALTRANS STANDARD PLAN ES -8. ALL PULL BOX COVERS SHALL HAVE A LOGO RECESSED INTO THE COVER WITH THE LEGEND, "TRAFFIC SIGNAL". F 51 FUTURE CONDUIT TO BE INSTALLED BY OTHERS. F61 FUTURE PULL BOX TO BE INSTALLED BY OTHERS. CITY OF BAKERSFIELD, CALIFORNIA I PUBLIC WORKS DEPARTMENT File Name. 22-23. c Job No.: 260277 Date. 1/6/10 GENERAL NOTES: 1 • PULL BOXES SHALL BE SIZE #5 AT SIGNALIZED INTERSECTION AND #5 FOR INTERCONNECT PER C.O.B. STD.T-33 0 25' 50' 100' 150' AND T-34, AND CALTRANS STANDARD PLAN ES -8 (CURRENT EDITION) WITH LID MARKED TRAFFIC SIGNAL-.iiiiiii SCALE: 1 " = 50' 2. CONDUIT SHALL BE 2-3" SCHEDULE 40 CONDUITS IN CONFORMANCE TO SEC.86-2/05 OF THE CALTRANS STANDARD SPECIFICATIONS, CURRENT EDITION. PLAN_ SCALE:1 n=50' PREPARED BY: Q�oFESS/, Qr1AR0 _ PARSONS �, 2201 DUPONT DRIVE, SUITE 200 T 38 0 2jgg y '� IRVINE, CA. 92612 . 0 /30/12 v 12-31_11) * Tel:(949)263-9322 Fax:(949)263-1225 clv%%- �P �. 8-16-10 � of Co. �� A�� BOB STEAFFENS .C.E. 25068 DATE: Drawn: DRW STREET IMPROVEMENT PLANS SHEET NO. Engineer: DW Checked By. MES GOSFORD ROAD FUTURE SIGNAL LOCATION PLAN — SHEET 2 23 OF 34 0 1 2 3 r- 0 0 0 N Of m 0 a+ 3 N m m t N c� 0 0 m 0 0 171 W S 0 m 0 0 0 i W W o' a 0 F 0 U 0 0 CK 0 'is - 0 4v m s i m a m 1 n 0 (o i a m 0 w CL 0 1. CONTRACTOR SHALL VERIFY ALL STATED DIMENSIONS, ELEVATIONS, INTERFERENCE, AND EXISTING CONDITIONS PRIOR TO STARTING WORK AND NOTIFY IMMEDIATELY THE OWNER'S REPRESENTATIVE OF DISCREPANCIES OR INCONSISTENCIES. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DO NOT SCALE DETAILS. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL AND STANDARD DETAILS. 4. ALL WORK NOT DETAILED OR NOTED SHALL BE CONSTRUCTED THE SAME AS OTHER SIMILAR WORK SHOWN IN THE DETAILS. 5. ALL DETAILS MARKED "'TYPICAL" SHALL BE USED WHEREVER APPLICABLE, UNLESS OTHERWISE INDICATED ON DRAWINGS. 6. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION JOINTS AS REQUIRED TO PERFORM THE WORK. THE PREFERRED LOCATIONS ARE SHOWN ON THE DRAWINGS. ADDITIONAL JOINTS OR REVISED LOCATIONS FROM THOSE SHOWN OR DELETION OF JOINTS SHOWN SHALL REQUIRE APPROVAL FROM THE CONTRACTOR'S ENGINEER. 7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE CONSTRUCTION MANAGER OF DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND THE INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION. 8. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONSTRUCTION MANAGER OF ANY CONDITION WHICH, IN THE CONTRACTOR'S OPINION, MAY ENDANGER THE STABILITY OF THE STRUCTURES OR CAUSE DISTRESS OF THE STRUCTURES. 9. THE CONTRACTOR SHALL COORDINATE SIZE, LOCATION AND DETAILS OF GROOVES, REGLETS, SLEEVES, CURBS, OPENINGS, EMBEDDED OR ATTACHED ITEMS WITH DRAWINGS. 10. UNLESS OTHERWISE NOTED, CONSTRUCTION JOINTS BETWEEN JUNCTION WALL AND FLOOR SLAB SHALL HAVE A 9 INCH DUMBELL WATERSTOP AND A SEALANT. 11. ALL DESIGN SHALL COMPLY WITH IBC -2003 AND CITY OF BAKERSFIELD DESIGN AND DRAWING STANDARDS. 12. UNLESS SHOWN OTHERWISE ON THESE DRAWINGS, CITY OF BAKERSFIELD STANDARD DRAWINGS REQUIREMENTS SHALL APPLY. STRUCTURAL STEEL (EXCLUDES STEEL PIPE TUNNEL LINER) 1. ALL STRUCTURAL STEEL SETS WORK SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: SHAPES, PLATES AND BARS ASTM A-36 MACHINE BOLTS ANCHOR BOLTS & PINS ASTM A-307 OR A-36 PIPE STRUCTURAL TUBES ASTM A-500 3. STRUCTURAL STEEL WIDE FLANGE MEMBERS SHALL COMPLY WITH ASTM A992 STANDARD. 4. ALL CONNECTIONS NOT DETAILED ON THE PLANS SHALL BE DETAILED BY THE STEEL FABRICATOR AND SHALL BE SHOWN ON THE SHOP DRAWINGS SUBMITTED TO THE CONTRACTOR'S ENGINEER FOR APPROVAL, v0 om 1. WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH AWSD 1.1, FILLER MATERIAL SHALL BE 5.1 OR 5.2 E70XX. 2. SHOP WELDING SHALL BE PERFORMED BY AN APPROVED LICENSED FABRICATOR. 3. ALL STRUCTURAL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A DEPUTY REGISTERED INSPECTOR. ONNCRETE 1. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 350R.01, ACI -318.03 AND IBC -2003. 2. ALL POURED IN PLACE CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH, f'c, OF 4,000 POUNDS/INCH SQUARED AT 28 DAYS AND AN AIR DRIED DENSITY OF 145 POUNDS PER CUBIC FOOT OR GREATER. 3. CONCRETE FORM TOLERANCE SHALL BE WITHIN THE SET STANDARDS OF THE AMERICAN CONCRETE INSTITUTE. 4. THE MAXIMUM WATER -CEMENT RATIO, W/C SHALL NOT EXCEED 0.40: W/C < 0.40, UNLESS SPECIFIED ELSEWHERE. 5. TOLERANCES .IN PLACING REINFORCEMENT SHALL BE: +/- INCH FOR MEMBERS WITH <= D 8 INCHES +I- INCH FOR MEMBERS WITH > D 8 INCHES 6. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS AND EMBEDS SHALL BE SECURED IN POSITION, INSPECTED AND APPROVED PRIOR TO PLACING CONCRETE. 7. UNLESS OTHERWISE SHOWN, ASIDE FROM NORMAL ACCESSORIES USED TO HOLD REINFORCING BARS FIRMLY IN POSITION, THE FOLLOWING SHALL BE ADDED: A) IN SLABS #5 RISER BARS AT 36 INCHES O.C. MAXIMUM TO SUPPORT TOP REINFORCING BARS B) IN WALLS WITH 2 CURTAINS#3 U OR Z SHAPE SPACERS AT 6 FEET 8. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS OR EMBEDS SHALL BE SECURED IN POSITION, INSPECTED AND APPROVED PRIOR TO PLACING CONCRETE. 9. ANCHOR BOLT MATERIALS SHALL BE ASTM A307, U.N.O. 10. EMBEDDED HEADED WELD STUDS SHALL CONFORM TO ASTM Al 08, U.N.O. 11. ALL STRUCTURAL STEEL MEMBERS EXPOSED TO WEATHER OR WATER SHALL BE HOT DIPPED GALVANIZED. ALL BOLTS, NUTS AND WASHES SHALL BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED. ALL STEEL GRATING AND DECKING SHALL BE HOT DIPPED GALVANIZED. ALL DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED WITH GALVA-GUARD ZINC TOUCH UP SOLDER BY CAMINCO LTD. OR APPROVED EQUAL. 161111i'MciRtAff 1. METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT WITH THE FORMS OR THE SUBGRADE. CONC. BLOCKS (OR DOBBIES) SUPPORTING BARS ON SUBGRADE SHALL BE IN SUFFICIENT NUMBERS TO SUPPORT THE BARS WITHOUT SETTLEMENT, BUT IN NO CASE SHALL SUCH SUPPORT BE CONTINUOUS. 2. DOWELS SHALL BE WIRED OR OTHERWISE HELD IN POSITION. THEY SHALL NOT BE SHOVED INTO FRESHLY PLACED CONCRETE. 3. UNLESS OTHERWISE NOTED ON THE DRAWINGS, SPLICES OF REINFORCEMENT SHALL BE AS SHOWN ON THIS SHEET. 4. REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT WITH ANY PIPE, PIPE FLANGE OR METAL PARTS EMBEDDED IN CONCRETE. A MINIMUM OF 2 INCHES CLEARANCE SHALL BE PROVIDED AT ALL TIMES. REINFORCING STEEL 1. ALL REINFORCING BARS, EXCEPT REINFORCING BARS TO BE WELDED AND STIRRUPS, SHALL CONFORM TO ASTM A 615 GRADE 60 (U.N.O.). NO. 2 AND NO. 3 TIES AND STIRRUPS SHALL CONFORM TO ASTM A 615 GRADE 40. ALL REINFORCING BARS TO BE WELDED SHALL CONFORM TO ASTM A 706 GRADE 60. 2. ALL DETAILING , FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE LATEST ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315. 3. REINFORCING BARS SHALL HAVE THE MINIMUM COVER AS FOLLOWS (UNLESS OTHERWISE NOTED ON DWGS): UNFORMED SURFACES EXPOSED TO EARTH ----------------------3" FORM SURFACES EXPOSED TO EARTH OR WEATHER - NO. 5 AND SMALLER ------------------------------ 2" NO. 6 THRU NO.18-------------------------------2" POURED AGAINST EARTH ---------------------------- 3" NOT POURED AGAINST EARTH ------------------------- 2" ALL OTHER SURFACES ----------------------------- 2" 4. ALL REBAR SPLICES IN THE JUNCTION BOX SHALL BE TENSION SPLICE PER DETAIL 2 33 5. ALL EXPANSION ANCHORS SHALL BE STAINLESS STEEL. SPECIAL INSPECTION CONTINUOUS INSPECTION SHALL BE PREPARED BY A SPECIAL INSPECTOR FOR THE FOLLOWING WORK: A. PLACING OF CONCRETE AND REINFORCING STEEL FOR CONCRETE WITH 28 -DAY STRENGTHS IN EXCESS OF 2000 PSI INCLUDING NON -SHRINK GROUT PLACEMENT. B. FORMWORK C. MECHANICAL EXPANSION ANCHOR INSTALLATION D. ALL FIELD WELDING. E. MECHANICAL COUPLING OF REBARS. TRENCHING 1. ALL TRENCHING SHALL COMPLY WITH THE CITY OF BAKERSFIELD STANDARD PLAN ST -22 APPROVED BY:Esse �v S. eOC NO. 47080 &d 12- - t) S CIYIL REV DESCRIPTION APP'D DATE KERN DE4_DISTRICT!NdINEIfk DATE: CAi.% File Nome: Sheet 24.dwg Drawn: RBP STREET IMPROVEMENT PLANS CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer. MAG Dote: 1/6/10 Checked By. RSB DRA /NA GE NO TES 4 PREPARED BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 Tei:(949)263-9322 Fax:(949)263-1225 ��s 8-16-10 RICHARD S. BOTTCHER R.C.E. 47080 DATE: SHEET NO. 24 OF 34 0 1 2 3 380 370 360 350 n �t 0 340 0 N O r OD O No. DIAMETER LENGTH SLOPE BEARING/ANGLE RADIUS 3 54" 141.08 0.0002 - 90.00' 4 54" 483.73 0.0002 N 0'17'18" E - 5 54" 134.00 0.0002 N 0'17'18" E - 7 54" 506.32 0.0002 N 0'17'18" E - — --SEE SHEET 30 PLANFOR PLAN & PROFILES HORIZ. SCALE: 1 "=50' NOTE: FOR LATERAL PROFILES, SEE SHEET 31 m m r U) 380 0 0 X U m 0 370 w Q W 1 2 o' 350 CC CL 0 ip- 340 0 -v w' 0 0 5 n N o REV. W a. 0 i 12+00 13+00 14100 15+00 16+00 17+00 18+00 19+00 20100 21100 22+00 23+00 24+00 25100 STORM DRAIN MAINLINE PROFILE- 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 KERN DELTA IRRIGATION MAINLINE PROFILE 0 25' 50' 100' 150' 0 5' 10' 20' 30' HORIZ. SCALE: 1"-50' „ , SCALE: 1 = 50 VERT. SCALE: 1 "=10' SCALE.• 1 =10' DESCRIPTION APP'D DA TE File Name. Sheet 26.dwg Drawn: RBP CITY OF BAKERSFI EL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer. • RBP Date. 1/6/10 Checked By. MAG 20+00 21+00 22+00 23+00 24+00 25+00 APPROVED BY• R 6. 1- 1 G51 380 370 360 350 340 330 380 370 360 350 340 330 *�'D 80p DOC "'PARSONS A 4 NO. 0 2201 DUPONT DRIVE, SUITE 200 47480 � IRVINE, CA. 92612 12-3 - 1)Tei:(949)263-9322 Fax:(949)263-1225 8 "t0 t �CIv%\ 8-16-10 KERN DELTA- (STRICT EN (NEER DATE: CALRICHARD S. BOTTCHER R.C.E. 47080 DATE: goo STREET IMPROVEMENT PLANS SHEET NO. GOSFORD DRAINAGE PLAN AND PROFILE 26 OF 34 0 1 3 d• � M Z rn ad W Lurn N to O co M M W X N D_ 1 2 Cm X pp m C4 ♦ cV O M to m � z n �- 00 Z 04 O,Q z co t=- f— d O Q Qi w O¢ m w A. �H za U to = V �M z GRADE �� ~ 0�w SEE NOTE 1 ---- ----------__--_---_------.---_-_------_----_-_--------__-_---_----_------------------------------------------___- ----- --------__...----- ---- . - --- _• ----------" - - ------- ----------------------- -� -----------.---, --- ,...r" '+�-r - .._.--...-_-_--------- ------------------------ .-------.._.,_ J 4 483. 3'X54" RCP (D-1350) 41 _ - INV 341.4 " I� S=0.0002 = {� 41.08'X54" RCP D-135 =0.0002II 6 RCP v 134.00'X54" RCP - - 0 02 Q 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 KERN DELTA IRRIGATION MAINLINE PROFILE 0 25' 50' 100' 150' 0 5' 10' 20' 30' HORIZ. SCALE: 1"-50' „ , SCALE: 1 = 50 VERT. SCALE: 1 "=10' SCALE.• 1 =10' DESCRIPTION APP'D DA TE File Name. Sheet 26.dwg Drawn: RBP CITY OF BAKERSFI EL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer. • RBP Date. 1/6/10 Checked By. MAG 20+00 21+00 22+00 23+00 24+00 25+00 APPROVED BY• R 6. 1- 1 G51 380 370 360 350 340 330 380 370 360 350 340 330 *�'D 80p DOC "'PARSONS A 4 NO. 0 2201 DUPONT DRIVE, SUITE 200 47480 � IRVINE, CA. 92612 12-3 - 1)Tei:(949)263-9322 Fax:(949)263-1225 8 "t0 t �CIv%\ 8-16-10 KERN DELTA- (STRICT EN (NEER DATE: CALRICHARD S. BOTTCHER R.C.E. 47080 DATE: goo STREET IMPROVEMENT PLANS SHEET NO. GOSFORD DRAINAGE PLAN AND PROFILE 26 OF 34 0 1 3 380 370 360 350 n d- r - 0 340 r 0 N OJ r 330 25+00 N m U) I 380 N W Q) W Qj 0 0 N Q Z Z pl, No. DIAMETER LENGTH SLOPE BEARING 9 54" 497.00 0.0002 N 017'18" E 10 54" 494.00 0.0002 N 017'18" E 11 54" 393.67 0.0002 N 0'17'18" E 12 24" 166.84 0.0078 N 61'54'24" E 13 54" 600.00 0.0002 N 0'17'18" E 25 24" 499.00 0.0008 S 0'23'45" W r0j MAI An HORIZ. SCALE. 1 "= 50' WA51 LWA I LK LAVUUNZ) NOTE.- FOR LA TFRAL PROFILFS SFF S14FFT .31 00 N W W 0 0 Q Z Z Q 380 370 360 350 0 0 0 0 370 i W 0 0 360 0 c3 V 340 O vI 0 U Jv 330 26100 27+00 28100 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 STORM DRAIN MAINLINE PROFILE— m 25+00 i m Y m I n n 0 i m 0 REV. DESCRIPTION z 26+00 27+00 28+00 29+00 30+00 J1+00 32+00 33+00 KERN DELTA IRRIGA TMAINLINE PROFILE 0 25 50' 100' 150' 0 5' 10' 20' 30' HORIZ. SCALE.- 1 "=50' SCALE.- 1 = 50 VERT. SCALE.- 1 "=10' SCALE.- 1 = 10, APP'D DATE File Name: Sheet 2Zdwq Drawn: RBP w a- 0 0 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Joe No.: 260277 Engneen RBP Date: 1/6/10 Checked By. MAG m 380 I I I 370 I I I 360 I I 350 340 330 34+00 35+00 36+00 37+00 38+00 APPROVED BY:pttS. so PREPARED BY: PARSONS Na y�� 2201 DUPONT DRIVE, SUITE 200 } 47080 IRVINE, CA. 92612 12_ _ 1) Tel:(949)263-9322 Fax:(949)263-1225 ' C O c� c 1 r7 'ti 8-16-10 KERN DELTA- % RICT EN (NEER ATE: CAL RICHARD S. BOTTCHER R.C.E. 47080 DATE: STREET IMPROVEMENT PLANS SHEET Na GOSFORD DRAINAGE PLAN AND PROFILE 27 OF 34 0 2 3 iy- M o� r• to co vi eq M 40+ F- O O -I- a0 clin m MriM =� O OQ� O _ 116 GRADE Z Z to. � 1- t- -� J 7. " _ 10 — " v = 0 S=0.0002 --0.0002 ~ Q 600. — 13 Q m 25+00 i m Y m I n n 0 i m 0 REV. DESCRIPTION z 26+00 27+00 28+00 29+00 30+00 J1+00 32+00 33+00 KERN DELTA IRRIGA TMAINLINE PROFILE 0 25 50' 100' 150' 0 5' 10' 20' 30' HORIZ. SCALE.- 1 "=50' SCALE.- 1 = 50 VERT. SCALE.- 1 "=10' SCALE.- 1 = 10, APP'D DATE File Name: Sheet 2Zdwq Drawn: RBP w a- 0 0 CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Joe No.: 260277 Engneen RBP Date: 1/6/10 Checked By. MAG m 380 I I I 370 I I I 360 I I 350 340 330 34+00 35+00 36+00 37+00 38+00 APPROVED BY:pttS. so PREPARED BY: PARSONS Na y�� 2201 DUPONT DRIVE, SUITE 200 } 47080 IRVINE, CA. 92612 12_ _ 1) Tel:(949)263-9322 Fax:(949)263-1225 ' C O c� c 1 r7 'ti 8-16-10 KERN DELTA- % RICT EN (NEER ATE: CAL RICHARD S. BOTTCHER R.C.E. 47080 DATE: STREET IMPROVEMENT PLANS SHEET Na GOSFORD DRAINAGE PLAN AND PROFILE 27 OF 34 0 2 3 3 330 OD N m m 380 0 0 12 0 370 171 W x a U 0 350 a: n. 0 a 340 0 Ix wI 0 O N (00 o REV. z W a 0 6i N N W W O O Q Z Z No. DIAMETER 380 SLOPE BEARING 370 54" 600.00 360 N 0'17'18" E 14 350 OD �r 0.0002 N 0'17'18" E 0 54" 340 0.0002 N 0'17'18" E 31 0 496.00 0.0008 rn 32 18" ao 0.0011 N 0'21'04" E 0 18" 8.89 3 330 OD N m m 380 0 0 12 0 370 171 W x a U 0 350 a: n. 0 a 340 0 Ix wI 0 O N (00 o REV. z W a 0 6i N N W W O O Q Z Z No. DIAMETER LENGTH SLOPE BEARING 13 54" 600.00 0.0002 N 0'17'18" E 14 54" 600.00 0.0002 N 0'17'18" E 15 54" 600.00 0.0002 N 0'17'18" E 31 24" 496.00 0.0008 N 0'21'02" E 32 18" 494.00 0.0011 N 0'21'04" E 33 18" 8.89 0.0011 S 89'38'56" E 34 18" 496.00 0.0011 N 0'21'04" E 35 18" 1 8.80 0.0011 1 S 89'38'56" E PLAN HORIZ. SCALE. 1 "=50' WASTEWATER LAGOONS NOTE: FOR LATERAL PROFILES, SEE SHEET 31 N W W (/)O O Q Z �l� 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 KERN DELTA IRRIGA TION MAINLINE PROFILE 0 25' 50' 100' 150' 0 5' 10' 20' 30' HORIZ. SCALE: 1"-50' „ , SCALE.' 1 50 VERT. SCALE: "=10' SCALE: 1 = 10 DESCRIPTION APP'D DATE File Name. Sheet 28. dwg Drawn: RBP CITY OF BAKERSFI EL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer.RBP Date. 1/6/10 1 Checked By. MAG 380 370 360 350 340 330 380 370 360 350 340 330 47+00 48+00 49+00 50+00 51+00 APPROVED BY: PREPAREBY: l�I s. eon D _ PARSONS No y�� 2201 DUPONT DRIVE, SUITE 200 4,7080 '' IRVINE, CA. 92612 Tel:(949)263-9322 Fax:(949)263-1225 8-16-10 KERN DELTA- (STRICT ENG( EER ATE: RICHARD S. BOTTCHER R.C.E. 47080 DATE: STREET IMPROVEMENT PLANS SHEET NO. GOSFORD DRAINAGE PLAN AND PROFILE 28 OF 34 1 2 3 M 00 O O to 0 Z o + 0 C6 �- O M� �t� �M M tx 0+ to O F-dQ0 QDAn 't o zIn �- _11 00 GRADE �'� a0 v r� 0 RIGINAL=71 PROF LE GRADE c�-G'<AUtHGL oF- - -- -- - - - -- - ------- - --------_.,.____-_--___--___ ------------------------------------.---_______-_---_---__ - HGL --- -_-- __ _ ------------ --- - -- - ---- ---------- - - -- LlI HGL V.1 J "Li " JS J _ " _ LINV 1002 Q <C Z5=0.0011; x RCP — INV 342.41 342.416_4 INV 34187 V " 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 STORM DRAIN MAINLINE PROFILE- 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 KERN DELTA IRRIGA TION MAINLINE PROFILE 0 25' 50' 100' 150' 0 5' 10' 20' 30' HORIZ. SCALE: 1"-50' „ , SCALE.' 1 50 VERT. SCALE: "=10' SCALE: 1 = 10 DESCRIPTION APP'D DATE File Name. Sheet 28. dwg Drawn: RBP CITY OF BAKERSFI EL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer.RBP Date. 1/6/10 1 Checked By. MAG 380 370 360 350 340 330 380 370 360 350 340 330 47+00 48+00 49+00 50+00 51+00 APPROVED BY: PREPAREBY: l�I s. eon D _ PARSONS No y�� 2201 DUPONT DRIVE, SUITE 200 4,7080 '' IRVINE, CA. 92612 Tel:(949)263-9322 Fax:(949)263-1225 8-16-10 KERN DELTA- (STRICT ENG( EER ATE: RICHARD S. BOTTCHER R.C.E. 47080 DATE: STREET IMPROVEMENT PLANS SHEET NO. GOSFORD DRAINAGE PLAN AND PROFILE 28 OF 34 1 2 3 00 co to 0 Z 0 C6 �- O ti X M tx 0+ to O 't o zIn �- O a0 v r� 0 RIGINAL=71 PROF LE GRADE c�-G'<AUtHGL oF- Ll ____-- --____ti �.___._..___--------- _ __..__-__ ; _ _ _ _ __-----_______________ _ _____ _, —_--__---____---_-__-_---________--_.._-_____-_- ___-________-_--_-_-_____-_--- _-___---_-_-___--------- - _ _ _ __ _ _ _ ------------__,.--�--__-_ � - - - ------------------�__--.. , i ------ ---------------------------------------- - J "Li " JS 1002 Q <C 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 KERN DELTA IRRIGA TION MAINLINE PROFILE 0 25' 50' 100' 150' 0 5' 10' 20' 30' HORIZ. SCALE: 1"-50' „ , SCALE.' 1 50 VERT. SCALE: "=10' SCALE: 1 = 10 DESCRIPTION APP'D DATE File Name. Sheet 28. dwg Drawn: RBP CITY OF BAKERSFI EL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer.RBP Date. 1/6/10 1 Checked By. MAG 380 370 360 350 340 330 380 370 360 350 340 330 47+00 48+00 49+00 50+00 51+00 APPROVED BY: PREPAREBY: l�I s. eon D _ PARSONS No y�� 2201 DUPONT DRIVE, SUITE 200 4,7080 '' IRVINE, CA. 92612 Tel:(949)263-9322 Fax:(949)263-1225 8-16-10 KERN DELTA- (STRICT ENG( EER ATE: RICHARD S. BOTTCHER R.C.E. 47080 DATE: STREET IMPROVEMENT PLANS SHEET NO. GOSFORD DRAINAGE PLAN AND PROFILE 28 OF 34 1 2 3 o 370 360 350 00 0 0 340 0 0 0 W d r 0 350 ce a- 0 0 340 °o Ir ; I 0 0 n 0 (o i o REV z W a. 0 i 00 N W W O Q LJLJZ Z Qi F / 1RGn IML114 1 r"1-pil i J IMFFNVYG1YIG` r FLr%1v j I vr♦ WASTEWATER LAGOONS No. DIAMETER LENGTH SLOPE BEARING 15 54" 600.00 0.0002 N 0'17'18" E 16 54" 449.52 0.0002 S 1'38'11" W 17 24" 27.00 0.0050 S 89'42'42" E 18 54" 186.65 0.0038 N 0'2238" E PLAN HOR/Z. SCALE: 1 "=50' 4DON EXIST O" CMP It)= LINE) uu w GRADE Z J Q 51+00 52+00 53+00 54+00 55+00 56100 57+00 58+00 59100 60+00 61100 62100 63100 64+00 65+00 STORM DRAIN MAINLINE PROFILE 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 KERN DELTA IRRIGATION MPROFILE 0 25' 50' 100' 150' 0 5' 10' 20' 30' HORIZ. SCALE.- 1 "= 50', SCALE: 1 = 50 VERT. SCALE: 1`-10' SCALE.- ) = 10 DESCRIPTION APP'D DATE File Name: Sheet 29.dwg Drawn: RBP CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer. RBP Date. 1/6/10 1 Checked By. MAG 380 370 360 350 340 330 380 370 360 350 340 330 60+00 61+00 62+00 63+00 64+00 APPROVED BY: PREPARED BY: S. ea _ PARSONS 2201 DUPONT DRIVE, SUITE 200 '� 47080 IRVINE, CA. 92612 �2_ _ 1) Tel:(949)263-9322 Fax:(949)263-1225 KERN DELT DISTRICT NGINEER ATE: CA'i RICHARD S. BOTTCHER R.C.E. 47080 DATE: STREET IMPROVEMENT PLANS SHEET NO. GOSFORD DRAINAGE PLAN AND PROFILE 29 OF 34 u 1 2 3 F- N N to �! F-C! � =o CONS UCTION BY OTHERS V) en o Z a z o `� — F- W ~ In Ounru�,1 2 L� RROEI HQ �� o� v rom c,N W RADE �— . -- --- -� - -- _ ---'- --- CHANNEL FIJO INE -------------------- -------------- --------------- r ____--_-_ ------- �. - - - -------F ---- -------- J " �. j- FES, ti4 Ct E AVL`3 " _ 186.65'X54" CP D-1350 18-- 8 RC — onni S=0.0038 — J " Q 1142" INV RCP, SS Inv 338.17' (VERIFY IN FIELD) SEE NOTE , -'l > 42L Oil 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 KERN DELTA IRRIGATION MPROFILE 0 25' 50' 100' 150' 0 5' 10' 20' 30' HORIZ. SCALE.- 1 "= 50', SCALE: 1 = 50 VERT. SCALE: 1`-10' SCALE.- ) = 10 DESCRIPTION APP'D DATE File Name: Sheet 29.dwg Drawn: RBP CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer. RBP Date. 1/6/10 1 Checked By. MAG 380 370 360 350 340 330 380 370 360 350 340 330 60+00 61+00 62+00 63+00 64+00 APPROVED BY: PREPARED BY: S. ea _ PARSONS 2201 DUPONT DRIVE, SUITE 200 '� 47080 IRVINE, CA. 92612 �2_ _ 1) Tel:(949)263-9322 Fax:(949)263-1225 KERN DELT DISTRICT NGINEER ATE: CA'i RICHARD S. BOTTCHER R.C.E. 47080 DATE: STREET IMPROVEMENT PLANS SHEET NO. GOSFORD DRAINAGE PLAN AND PROFILE 29 OF 34 u 1 2 3 C'. i 6i co t` 0 0 0 N \ Of tlD O !T 3 .a M m m t a� _Z O O O 0 tjz i 0 e: 0 i w a W O IL 0 9� c� i V 0 0 m To 0 0 0 Jv IDt 32 m Y i n 0 o i m 0 W a- 0 i I I I I 1 0 1 2 r r n •- r; ,- r- - M d' N M u) N to �? M M d n06 o M d ap" o d uj -d II cd o o tV N II + 0� IILL- J60 J60 w 1- PV --0) ) O ti W co co J O n O J p to p Q M + J co h co inM g�to �M W ew I? ROE -If rcti NM d W PROFILE g t�- m row ROFILE (on N r W I � g s �a G ADE - g °- SRADE As d gt s Zp g 0= Us p gs � Us p HGL` HGL W HGL VSKL54" RCP RGP ill GRADE - %I Ir"Zo ^-7 1-1 k Y I L a GRADE 340 ' 54" RCP .7A^ INV 340 04 Ii,INAL V 340-4.3 340-45 1111v &27-!x18" tn-i 340 -.. --- — Pitt irl V %.I R Rnp, 11 RIP rn^n fr% 4 vs - — -- !A R '%I a" Rr%D (n-1,%50) __Pr%c) SEE TABLE SHE 26 INV 340.03 28 SEE TABLESH T 27 S E TABLE SHE 27 N V 339.84 26 • x 3zz f HORIZ. CAI,E. 1 =50 _1-01 ZT VERT SCAL 17-10' ��- ORIZ. SCALE.L-1 =50 -HURI• _ ll— ' VERT.CALE.• 1 "=10' 0 o 'A irte)e amu -Lu Z/) r;)toN g PROFILE m w GRADE s g m o w o- j GRADE low " GRADE 54" RCP ult Mar" INV 341 87 11 8.89'x18" RC D-1350 INV 342.41 3 -98 A L—J C% N W 9;Z L:�l 7;lv..gD / I 'N E3A » s I"=10' r �- M CD co to N N to o 1 to MCDo XN = XN ui fn h -j + (n Z N OQPRQF Z .-1-1 Q Wo - r aiw GRADE �- �p Qr GRADE U vJ M- r -OF IGINAL GRADE cnpSPORTS PARK c� �wUF ut REMOVE EXISTI G D b ra w 5'x18 " cmP 154.5 x2462, CMP FIEL VERIFY 95.61'x181150u)" RCP (D-1350 12 x _ Q1 C7 L -, INV 341.84 " _ END CAP INV 342.51, FIELD VERIFY 17 27 x18 RCP D-1350 ou I \..01 I v %---j I I X k-./ I k-./ I N L- --77 1 HORIZ. SCALE.- 1-=50' > HORI . SCALE: 1 "=50' VERT. SCALE.- 1 ' = 0 VERT SCALE, -.I' 1o, V RT. 3C -ALE.- 1 =10 -'= REV CITY DESCRIPTION APP'D DATE OF BAKERSFI EL D, CALIFORNIA GOSFORD LA TPROFILES- 0 25' 50' 100'150' 0 5' 10' 20' 30 SCALE. 1 " = 50' SCALE.- 1 PI= 10' File Nome: Sheet 31.dwg Drown: RBP PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer.-RBP Date. 1/6/10 1 Checked By. MAG APPROVEDBY: �O $ • eQ � 4: NO.47080� "" 12- " /c7.9�`- KE N DELTA DISTRICT EN (NEER DATE: CAL STREET IMPROVEMENT PLANS GOSFORD LA TERAL DRAINAGE PROFILE PREPARED BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 ■ Tef: 949 263-9322C ax: 849 263-1225 8-16-10 RICHARD S. BOTTCHER R.C.E. 47080 DATE: SHEET N0. 31 OF 34 I I I I 1 0 1 2 CORNER SPLICE TO BE TENSION TYPE -B r ( 10" 0 00 i vi o� (NP)C33 A 7'-8" 6'-0" 10" r ADD ADDITIONAL REBARS 33 #6012 T&B E/W (TYP) FINISH GRADE WATER -PROOF SEALAqEE PLANS) 5'x3' RCB PER CALTRANS STD D-80 C.J. (TYP) #6012 B/F E/W (TYP)- r #6012 T&B E/W (ROOF SLAB) 4 (NP) FOR 33 ADDITIONAL REBARS ( o I to �. I � I I I PLAN SCALE: 1/4" = 1' - 0" 54" RCP WATERSTOP (TYP) #6012 B/F E/W (TYP) NOTE: ALL REBAR CORNER SPLICES SHALL BE TENSION SPLICE TYPE -B U.N.O. JUNCTION BOX #1 DETAIL B0' AnCkllLl^ fiATLI 4 2 /A "..2 /4 C" MA FOI GAI m i 0 a m a t 0 0 co 0 i 2 REV. w 0 0 i 24"0 MH FRAME & COVER PER DWG SW -6 STAMP COVER WITH "KDWD" & "IRRIGATION" 1 '- 33 SEE DETAIL, WALL o '� i CORNER (TYP) 54" RCP ---#6012 T&B E/W LFILL W/CONC. 5'x3' RCB PER CALTRANS D-80 SECTION rA SCALE: 1/4" - 1' - 0" - #6012 T&B E/W FOUNDATION SLAB PLAN SCALE: 1/4" = 1' - 0" GRATE AND FRAME D ETAI L DESCRIPTION APP'D ( DA TE E FOR GATE FRAME INV. EL. ( SEE PLANS) 10 GATE IDENTIFICATION CODES: D: CAST IRON GATE, BRONZE SEATING FACES, 304 STAINLESS STEEL FRAME AND FASTENERS, 303 STAINLESS STEEL STEM. MF: METAL FLANGE (APERATURE OPENING ONLY) PFE: PIPE FRAME EXTENSION 1 _-3/8" SS LIFTING HOOK ONE EACH SIDE OF EACH PLANK I f r 0 '4"x3/16" BARS 3/16- 0/C I I 2 1/2" THICK x 12" PT PLANKS 0 OR 1/4" SQUARE BOTH ENDS SHAPED TO FIT INTO fED CROSS BAR (TYP) THE CHANNEL , O/C , NOTE I /-C3x6 Q- v 1/2-0 WELDED STUD 4 1/2- LONG 0 12" OC & BOTH ENDS DETAIL K5 SCALE: NONE NOTE: GRATING SHALL BE GALVANIZED STEEL BAR GRATING FROM McNICHOLS SERIES GW -175 OR APPROVED EQUAL. CITY OF BAKERSFIELD, CALIFORNIA IRRIGATION GATE SCHEDULE JUNCTION BOX STATIONING OFFSET (FEET) SERIES GATE INVERT EL (FEET) GATE DIAMETER OPENING (INCHES) GATE MATERIAL MOUNTING TYPE FRAME CONFIGURATION 5 STA "G" 18+12.05 69.29 RT C-10 343.24 18" D MF PFE 6 STA "G" 23+24.39 68.73 RT C-10 343.34 18" D MF PFE 9 STA "G" 37+27.07 67.19 RT C-10 343.81 24" D MF PFE 1/8- GALVANIZED STEEL GRATING r �N\ L2x2xl/4 GALVANIZED STEEL, ANCHORING SYSTEM 018 0/C x-3/8" WELDED STUD 018" 0/C SECTION H SCALE: N.T.S. - GALVANIZED STEEL GRATING 1 /4"X 1 3/4" PLATE 1/8- (NP) 12-12 3 16 1 5/8.0 A307 GALVANIZED WT 6X13 � I BOLTS (NP) 6-1/2" 5/8"O S.S. EXPANSION ANCHORS (TYP) DETAIL 4 SCALE: NONE L2x2xl/4 GALVANIZED STEEL, ANCHORING SYSTEM 018" 0/C M 1 v SLOPE 3" LEVEL ' 16 4� 3/8" WELDED STUD 018-0/C 5" MIN. LONG D ETA I L r6 SCALE: NONE ale Nomw Sheet 32.dwg Drown: RPB PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer: &E Dote: 1/6/10 Checked By. MAG G.I�IGsa (TYP) 54" F 7,_R" HYDRO GATE MEDIUM -DUTY SLUICE GATE MODEL C-10 PER WATERMAN INDUSTRIES INC, OR EQUIVALENT SEE DETAIL (-�:4:= PIPE FRAME EXTENSION #6012" E/W, E/F (TYP) PIPE FRAME CLAMP (SEE NOTE) INV. EL. (SEE PLANS) 54" RCP -� WATERSTOP (TYP) 3 33 SEE DETAIL APPROVED BY: PLAN SCALE: N.T.S. TYPE LIFT WITH HAND WHEEL Lo FINISH GRADE (SEE PLANS) (NP) ADDITIONAL REBARS 33 54" RCP (SEE IRRIGATION GATE SCHEDULE) *L. (SEE IRRIGATION GATE SCHEDULE) INV. EL. ( SEE PLANS) NOTES: GATE ANDSECTION C P RIGON GAITE MANUFACTU EST REQUIREMENT. SHALBE SCALE: N.T.S. - - COORDINATE WITH GATE SUPPLIER FOR GATE LOCKING DEVICE. JUNCTION BOX #5, #6) AND #9 DETAILr3 4k NO. N0. � 47080 12-3- 7 2-3— t) KERN DELTA (STRICT EN(NEER ATE: P1� STREET IMPROVEMENT PLANS DRAINAGE DETAILS PREPARE= BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 Tel:(949)263-9322 Fax:(949)263-1225 8-16-10 RICHARD S. BOTTCHER R.C.E. 47080 DATE: SHEET NO. 32 OF 34 _reg ��i . 5/8.0 A307 GALVANIZED WT 6X13 � I BOLTS (NP) 6-1/2" 5/8"O S.S. EXPANSION ANCHORS (TYP) DETAIL 4 SCALE: NONE L2x2xl/4 GALVANIZED STEEL, ANCHORING SYSTEM 018" 0/C M 1 v SLOPE 3" LEVEL ' 16 4� 3/8" WELDED STUD 018-0/C 5" MIN. LONG D ETA I L r6 SCALE: NONE ale Nomw Sheet 32.dwg Drown: RPB PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer: &E Dote: 1/6/10 Checked By. MAG G.I�IGsa (TYP) 54" F 7,_R" HYDRO GATE MEDIUM -DUTY SLUICE GATE MODEL C-10 PER WATERMAN INDUSTRIES INC, OR EQUIVALENT SEE DETAIL (-�:4:= PIPE FRAME EXTENSION #6012" E/W, E/F (TYP) PIPE FRAME CLAMP (SEE NOTE) INV. EL. (SEE PLANS) 54" RCP -� WATERSTOP (TYP) 3 33 SEE DETAIL APPROVED BY: PLAN SCALE: N.T.S. TYPE LIFT WITH HAND WHEEL Lo FINISH GRADE (SEE PLANS) (NP) ADDITIONAL REBARS 33 54" RCP (SEE IRRIGATION GATE SCHEDULE) *L. (SEE IRRIGATION GATE SCHEDULE) INV. EL. ( SEE PLANS) NOTES: GATE ANDSECTION C P RIGON GAITE MANUFACTU EST REQUIREMENT. SHALBE SCALE: N.T.S. - - COORDINATE WITH GATE SUPPLIER FOR GATE LOCKING DEVICE. JUNCTION BOX #5, #6) AND #9 DETAILr3 4k NO. N0. � 47080 12-3- 7 2-3— t) KERN DELTA (STRICT EN(NEER ATE: P1� STREET IMPROVEMENT PLANS DRAINAGE DETAILS PREPARE= BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 Tel:(949)263-9322 Fax:(949)263-1225 8-16-10 RICHARD S. BOTTCHER R.C.E. 47080 DATE: SHEET NO. 32 OF 34 OD 0 0 004 0 3 v M • m t U) WQ Z 0 0 0 w x i 0 W x a W 'o m (L V 0 0 W 0 0 0 m Y m n n O to .04m O W CL 0 TENSION LAP SPLICE SCHEDULE - ALL SPLICES CLASS B HOOK (Ldh) (IN) BAR SIZE Ld (IN) SEE NOTES 4 & 8 SPLICE LENGTH, Ls (IN) COMPRESSION MNS ONLY)= 30D LAP SPLICE LENGTMASO (COLUMNS TOP BARS OTHER BARS L OTHER BARS #3 LAP 15 50D4 4D FOR #3 6 — #4 25 19 4D FOR #3 THRU #8 2'-0" MIN SEE THRU #8 10 HOOK HOOK 31 24 40 5D FOR #9 & #10 LAP SCHEDULE 5D FOR #9 #6 LAP 29 48 :.; .,. •. 12 FOR CONCRETE & #10 54 42 70 54 ' 4D 8 62 48 _ 62 16 g Ls 54 91 20 a #10 77 12 100 LARGER SIZE BAR 22 g #11 85 66 --j 2 1 85 — —SMALLER SIZE BAR 26 ADDED VERTICAL BARS SAME UNLESS OTHERWISE NOTED LAPS ARE 0 0 SIZE AS TYPICAL VERTICAL BARS D BASED ON THE SMALLER SIZE BARS 0 0 WALL 4D WIRE LAPS N L = CLEAR SPAN L B RS NOT SHOWN FOR (2 1/2 TIGHTLY Y 0o R= 1/2 D TIE MIN) TOGETHER g LAP I- •- •. #.' .(SEELSCHED) HOOK OFFSET LAP BEND TENSION LAP SPLICE SCHEDULE - ALL SPLICES CLASS B HOOK (Ldh) (IN) BAR SIZE Ld (IN) SEE NOTES 4 & 8 SPLICE LENGTH, Ls (IN) SEE NOTES 1,6 & 7 SEE NOTES 1 & 6 TOP BARS OTHER BARS TOP BARS OTHER BARS #3 20 15 25 20 6 8 #4 25 19 32 25 8 10 #5 31 24 40 31 10 12 #6 37 29 48 37 12 15 7 54 42 70 54 14 17 8 62 48 80 62 16 19 g 70 54 91 70 20 22 #10 77 60 100 77 22 24 #11 85 66 111 1 85 24 26 all CRITICAL * USE THIS DETAILING _ n- o SECTION Ld 1. fy = 60 ksi; Fc = 4000 psi 5. CONFORMANCE WITH ACI 318-02, SECT 12.2.2. PROCEDURE WHEN LARGER { g STD 90' HOOK (SEE SCHED) 2. CLEAR SPACING BETWEEN BARS BEING DEVELOPED 6. DEVELOPMENT LENGTH OF STANDARD HOOKS OR CLOSER SPACED BARS 0 HOOK °- °- �' OR SPLICED NOT LESS THAN D. IN TENSION PER SECT 12.5.2 OF ACI 318-02. ARE CALLED FOR CORNERS = g g 3. CLEAR COVER NOT LESS THAN D. 7. SIDE COVER FOR HOOK NOT LESS THAN 2 1/2 LAP 0K ALTERNATE HOOK o 0 `" '` N 4. VALUES OF Ld AND CORRESPONDING SPLICE LENGTHS INCHES, AND FOR 90' HOOK. _ SHALL BE 1.4 TIMES THE TABULATED VALUE WHEN CLEAR SPACING BETWEEN BARS 1S LESS THAN 3D, AND 8. STIRRUPS AND TIES THROUGHOUT Ld NOT LESS PLAN SECTION DOUBLE CURTAIN PLAN SECTION SINGLE CURTAIN 2 TIMES THE TABULATED VALUE WHEN THE CLEAR THAN THE CODE MINIMUM. STD 180' HOOK SPACING BETWEEN BARS IS 2D OR LESS. 4D OR 1; CONCRETE WALL CORNER AND INTERSECTION REINFORCING 1 2 1/2 MIN 4D #3 THRU #s TYPICAL REINFORCING BAR DETAIL 2 50 #9 THRU #10 DOWELS AND/OR WALL REINF TO MATCH EQ JEQ EQ., SIZE AND SPACING OF VERTICAL REINFDIAGONAL REINFORCEMENT W/2 OR SPLICE LENGTH (SEE ABOVE JOINT UNLESS NOTED OTHERWISE EXTEND TO 2'-0" FROM OBSTRUCTION AND BEND SAME SIZE AS THE DETAIL UWHICH EVER IS SE STANDARD 9 GREATER, BEND _ 90 IF 2'-6" STRAIGHT EXTENSION CANNOT BE LARGEST BAR CUT; T & B OBTAINED. TYPICAL ® HEAD, JAMB OR SILL BARS AT EACH CORNER, AT SLAB EDGE D 3 • • P WIRE TIE ® 12" OC v : LENGTH = 2W - 2.:::. ' 6 a WHERE WATERSTOP 2-#6 AT DOUBLE #4 U BAR TO W = LARGER DIMENSION USED CURTAIN 2-#5 AT MATCH WALL OF OPENING 04 a SINGLE CURTAIN UNLESS VERT REINF SPACING OTHERWISE SHOWN (6" OC MIN) N WATERSTOP N to .� ' : WHERE ' ADD HALF THE NUMBER INDICATED2 3 6 '; ' ' .:'; _ I � OF INTERRUPTED BARS ' A m EACH SIDE OF OPENING 5 2 • • • • • I I mo TYP AROUND m � N M 4 FLOOR M I o g OPNG JOINT SIMILAR' ' :'"': I�:1 :,_l.'a`: » » I ". �; : u N LL (SEE LEFT) w TO FOOTING 3 6 STRUCTURE D j OR ROOF 0 PTI O N A # `� " WATERSTOP 6 0 a 2 FOOTING OR WHERE INDICATED m TANK BASE SLAB PLACE 2 BARS AS Q Q Q _ x #5 .8 U z 7z FOR WATER BEARING SHOWN AND ALIGN o, - BEFORE PLACING :L HEAD M ao m NOTES 1 AS SOON AS INITIAL SET AST N CE PREPARE CONCRETE DOWELS (TYP) • .:. v OR SILL 0 �_ O H AKE PLA ADD HALF THE NUMBER SURFACE FOR NEXT POUR BY CLEANING AND ROUGHENING THE CONCRETE ® STARTER WALL IS REQUIRED WITH WATERSTOP ONLY. Q ' c JAMBOF INTERRUPTED BARS SURFACE TO EXPOSE CLEAN COARSE AGGREGATE FIRMLY EMBEDDED. DOUBLE SINGLE EACH SIDE OF OPENING �5 CONSTRUCTION JOINT LOCATION WHERE WATERSTOP IS NOT 2'-6" 3" MAX CURTAIN CURTAIN Q2 WITH CONSTRUCTOR'S CHOICE USE EITHER CONSTRUCTION JOINT WITH REQUIRED. ROUGHENED SURFACE TO A FULL AMPLITUDE OF 1/4 INCH OR USEBARS SHOWN IN ONE DIRECTION ONLY FOR CLARITY KEYWAY WITH EITHER OPTION "A" OR "B". U6 SEE TYP DETAIL 5 FOR SEALANT GROOVE. ELEVATION S ECTI 0 N S THIS DETAIL APPLIES TO BARS IN EACH DIRECTION O3 SEALANT SHALL BE PLACED ON WATER SIDE AND EXPOSED SIDE OF CONCRETE AFTER CONCRETE IS CURED.' CONCRETE CONSTRUCTION JOINTS -------TYPICAL RECTANGULAR OPENING REINFORCING 4 3AT SLAB AND WALL — FOR WATER BEARING 8c — NON WATER BEARING STRUCTURES OPTION "B" NORMAL REINFORCEMENT Asj- ,,,,--SYMMETRICAL ABOUT �'s � I NOTES: 5/8" t As = AREA OF REINFORCEMENT CONCRETE JOINT SEALANT 1 O CUT NORMAL REINFORCEMENT AT OPENINGS: SURFACE (SEE SPECS) As2� As, AND Ase = 1/2 AREA OF CUT BARS TO BE ADDED L Ld��Q ON EACH SIDE OF OPENING NOTES: G O ADDITIONAL BARS As AND As TO BE PLACED. • p 'Q °• � E- 1- Q . 4 DIAGONAL BARS 2 �' �• ''• ' • '°• - 1. ALL FLOOR JOINTS OF w `)' a) AT C OF WALLS OR SLABS WHERE ONE LAYER OF '° •� °' °' HYDRAULIC STRUCTURES � — I REINFORCEMENT IS PROVIDED '.�:•� • 'P, •� (MEMBERS COVERED WITHI �� b) AT EACH FACE OF WALLS OR SLABS WHERE TWO �o ` ' • r� • . cws : I WATER) SHALL HAVE A x _ LAYERS OF REINFORCEMENT ARE PROVIDED �r i •• �•• . p ;�•�•• SEALANT GROOVE z (-- - O GFS O THIS DETAIL TO BE USED ONLY WHEN NO OTHER DETAIL IS •• �' 2. WHERE FACE OF JOINT IS - ( �� INDICATED ON THE DRAWINGS m • • TO BE COATED WITH BOND I Q• • : • . 'o •o,• �' �. BREAKER AVOID COATING a I O FOR SPLICE LENGTH SEE 2 P •o • 4 - •: a SEALANT GROOVE :2—�- ( -�-- —r - CONSTRUCTION �° :• • r2 JOINT FACE 3/8" 3. SANDBLASTING REQUIRED Z �5 Ld SEE , OTHER BARS COLUMN PRIOR TO APPLICATION OF PRIMER I Il) I ADDITIONAL BAR Ase ADDITIONAL REINFORCEMENT AT CIRCULAR 6 OPENINGS (12" DIA OR LARGER)- SEALANT GROOVE 5 � APPROVED BY: PREPARED BY: ADDITIONAL BAR As1 Pte° S. a° Ew PARSONS a N0. y�� 2201 DUPONT DRIVE, SUITE 200 r, 47080 a IRVINE, CA. 92612 . �l 12-3 - Tel:(949)263-9322 Fax:(949)263-1225 S -'-aaf S � t) s olviv. 8-16-10 REV. DESCRIP77ON APP'D DA TE KERN DELTA (STRICT EN (NEER DATE: CALX RICHARD S. BOTTCHER R.C.E. 47080 DATE: 4L File Name: Sheet 33.dwg Drawn: RBP STREET IMPROVEMENT PLANS CITY OF BAKERSFI EL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer.- JLE SHEET No. Dote. 1/6/10 Checked By. MAG DRAINAGE DETAILS 33 OF 34 0 1 2 ,` W a 1 W 00 x CL 0 " v O 0 0 m Y m CONSTRUCTION JOINT -� 6" MIN FLATSTRIP WATERSTOP yFLATSTRIP PLAN WATERSTOP 6" MIN TOP OF WALL OR POUR II it _---_- - CONST TOP OF WALL I i tO I _ JOINT I-- LATSTRIP I I WATERSTOP — — TOP OF FOOTING WATERSTOP ELEVATION OR BOTTOM OF POUR ELEVATION WELDED JOINT (TYP) PLAN WATERSTOP DETAILS FOR VERTICAL WALL JOINTS PROP. RCB EXIST. RCB fi #4 BARS 012"-�- O.C. (TYP) fi SEE NOTE 1 PLAN SEE NOTE 1 PROP. RCB EXIST. IST. RCB 1'-0" ELEVATION DRILL & EPDXY 3 DESCRIPTION PN r • •' • C) Q D pA 0 •� #4®12" °. D �. D p 5'W X 3'H RCB A D ,• D . • D ° D D D ° 1'-0" OUTSIDE RCB 1'-0" PIPE ENCASEMENT (TYP) SECTION A -A TYPICAL TOP SL NOTE 1: REINFORCEMENT DRILL AND EPDXY #4 12" O.C. MAX TO A DEPTH OF 12" EPDXY TYPE HILTI HIT -RE 500 OR APPROVED EQUAL, EXPOSE AND BEND �. REINFORCEMENT AS NECESSARY TO ACCOMMODATE NEW CONSTRUCTION • TYPICAL BOT SLAB E Um o NOT 0 CITY OF BAKERSFI EL D, CALIFORNIA REINFORCEMENT-� 12" SECTION TH R U GATE #4012" #4 LONGITUDINAL AS SHOWN SEE I l T 1 EXIST. 5'W X 3'H RCB CLOSURE RCB CONCRETE COLLAR - GATE FRAME 0 z PER GATE REQUIREMENTS z W USE STARTER WALL WHERE WATERSTOP n- INTERFERES WITH REBARS 0 W 0 **WATERSTOP cn z 0 ¢03 : 0 ©o **WATERST Zoo _ F - SLUICE GATE INSTALLATION File Name: Sheet 34. dwg Drawn: RBP PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer.• MAG Dote: 1/6/10 Checked By. RSB PROP. RCB s M S-0" HYDROPHOLIC WATER STOP (TYP) rA CLEAN SURFACE & APPLY--,,_, BONDING AGENT (TYP) . 5'W X 3'H RCB TYPICAL SECTION T **WATERSTOP L 4 12" APPROVED BY:S. essi� t� aGNO. � 47080 t2 - 1) 19Z,CFS KERN DELTA D1 TRICT ENGIN ER DATE: CAI.; STREET IMPROVEMENT PLANS DRAINAGE DETAILS #4 BARS @12"r EDW O.C. (TYP) „I EXIST. RCB Nt.Y �. J. 1-••• -`::.: : i= •a'.P.: •n• � >i• •�. .t ..f.• ii• -tea•. . 1'-0" 3'-0" SECTION B -B SYMMETRICAL ABOUT GATE FRAME QPEfJAG TYPICAL SLAB REINFORCEMENT 1 1:1 SECTION C -C PREPARE= BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 Tel:(949)263-9322 Fax:(949)263-1225 -*'a� S -g;� B-16-10 RICHARD S. BOTTCHER R.C.E. 47080 DATE: SHEET NO. 34 OF 34 O 1 � • . • •. • t> °. D �. D p 5'W X 3'H RCB A D ,• D . • D ° D D D ° 1'-0" OUTSIDE RCB 1'-0" PIPE ENCASEMENT (TYP) SECTION A -A TYPICAL TOP SL NOTE 1: REINFORCEMENT DRILL AND EPDXY #4 12" O.C. MAX TO A DEPTH OF 12" EPDXY TYPE HILTI HIT -RE 500 OR APPROVED EQUAL, EXPOSE AND BEND �. REINFORCEMENT AS NECESSARY TO ACCOMMODATE NEW CONSTRUCTION • TYPICAL BOT SLAB E Um o NOT 0 CITY OF BAKERSFI EL D, CALIFORNIA REINFORCEMENT-� 12" SECTION TH R U GATE #4012" #4 LONGITUDINAL AS SHOWN SEE I l T 1 EXIST. 5'W X 3'H RCB CLOSURE RCB CONCRETE COLLAR - GATE FRAME 0 z PER GATE REQUIREMENTS z W USE STARTER WALL WHERE WATERSTOP n- INTERFERES WITH REBARS 0 W 0 **WATERSTOP cn z 0 ¢03 : 0 ©o **WATERST Zoo _ F - SLUICE GATE INSTALLATION File Name: Sheet 34. dwg Drawn: RBP PUBLIC WORKS DEPARTMENT Job No.: 260277 Engineer.• MAG Dote: 1/6/10 Checked By. RSB PROP. RCB s M S-0" HYDROPHOLIC WATER STOP (TYP) rA CLEAN SURFACE & APPLY--,,_, BONDING AGENT (TYP) . 5'W X 3'H RCB TYPICAL SECTION T **WATERSTOP L 4 12" APPROVED BY:S. essi� t� aGNO. � 47080 t2 - 1) 19Z,CFS KERN DELTA D1 TRICT ENGIN ER DATE: CAI.; STREET IMPROVEMENT PLANS DRAINAGE DETAILS #4 BARS @12"r EDW O.C. (TYP) „I EXIST. RCB Nt.Y �. J. 1-••• -`::.: : i= •a'.P.: •n• � >i• •�. .t ..f.• ii• -tea•. . 1'-0" 3'-0" SECTION B -B SYMMETRICAL ABOUT GATE FRAME QPEfJAG TYPICAL SLAB REINFORCEMENT 1 1:1 SECTION C -C PREPARE= BY: PARSONS 2201 DUPONT DRIVE, SUITE 200 IRVINE, CA. 92612 Tel:(949)263-9322 Fax:(949)263-1225 -*'a� S -g;� B-16-10 RICHARD S. BOTTCHER R.C.E. 47080 DATE: SHEET NO. 34 OF 34 O 1 � d M Q MAIN LINE RCP OR REINFORCED MONOLITHIC ARCH, SEE NOTE 2------. J SEE NOTE 1 H 80 mm W1 B LATERAL/ CONNECTOR PIPE 01`10 SAP &1.3111 O 150 mm) OC � E � o o Q Z D ,�� OR O t8' Z 'b Z v 3" R 1 E OM EgWm) i3 < 75 mm) G £ AND F BARS m O 3' O 75 mm) OC. SEE NOTE 8 � E STATION POINT PIPE TABLE OF CONNECTOR Y MIN SEE NOTE 3 VALUES FOR T (80 mm) STATION POINT B T LATERAL SEE NOTE 3 Ir 300 mm130 mm PLAN 1 ars mmrr 130 mm i 460 mm 130 mm Zt SJd mm130 mm /4 24 600 mm 51 140 mm SPUR a ° 1 0 451mm) 875 mm 61 140 mm TIE BARG BARS /4 O 6' 760 mm it 150 mm REINFORCING STEEL (/13M O 150 mm) 8Z5 mms i 170 mm 900 mm s i 170 mm 3' 80 mm M 39" 975 mm 7" 160 mm NG LINE.. __ g 1 arA g TIE BARS EL R • ELS OBS ('60�iarn�OC G BARS T FIN _T •. - O mm05 OC UNDISTURBED CONCRETE CRADLE. 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X°x0 x X.X.X. x �- X 1101111,;i'i' x X <C :r•me0:tioe0�.tioa0 x x x x Q ooNViVd•'vv p x x x x x x x x x Tt p d d d aD •O •C •0 0 0 0 m .- .-'- "'-'-'- .-'- i"- ap x O C O N tV N �' t Vii• H m �v:ra�mloicaoaocoaor•r.r..--.-- - PIAN 360-2 PLAN 360-2 sHEET t OF 2 Pueuc woRxs coNs7xvcnoN .- STANDARD PIANS FOR PUBLIC WORKS CONSTRUCTION SrANDARD REV I DESCRIPTION I APP'D I DA TE I CITY OF BAKERSF/EL D, CALIFORNIA PIAN 360-2 PLAN 360-2 SLOPED PROTECTION BARRIER SHEET 3 OF 8 NOTES 1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE MAIN UNE; OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 24" (600 mm). B SHALL NOT EXCEED 0.75 D OR 39" (975 mm). 2. IF THE MAIN UNE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIONS SHOWN ON THE PLANS FOR LATERALS APPLY AT THE INTERSECTION OF CENTERLINES OF MAIN UNE AND LATERAL.. STATINS SHOWN ON THE PLANS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN UNE WITH THE CONNECTOR PIPE CENTERLINE. 4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PIANS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. a. ELEVATIONS R AND S NEED NOT. BE SHOWN ON THE PLANS IF THE INLET PIPE IS TO ENTER THE MAIN UNE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN UNE FOR FUTURE CONNECTION OF AN INLET PIPE. c. ELEVATION S SHALL BE SHOWN ON THE PLANS IF AN INLET PIPE IS TO ENTER THE MAIN UNE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN UNE. 6. THE INLET PIPE SHALL ENTER THE MAIN UNE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN UNE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 45, 8 IS LESS THAN OR EQUAL TO 24" (600 mm) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN 0.5 D: OTHERWISE, SPPWC 340 SHALL BE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN UNE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOLTON SLABS OF THE SPUR. 9. THE MAIN UNE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN UNE FALLS WITHIN THE OMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 12" (300 mm) ABOVE THE TOP OF THE MAIN UNE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, (ASTM A 615M, GRADE 300), AND BE PLACED 1 1/2* (40 mm) CLEAR FROM CONCRETE SURFACES, UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER UNE WITH J=7D/12 + 6" (150 mm). 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING UNE OF THE SPUR.JUNCTION STRUCTURE -PIPE TO PIPE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION srAHaARo PLAN 331-3 INLET 02:24" 600 mm OR OD>1 2 MAIN LINE IDI SHEET OF TABLE 3 - HINGES NO. OF HINGE BOX SIZE, W x H HINGES SIZE 4x4! 1.2 x 1.2 m) 2 12' 300 4'x8' 1.2 x 1.8 2 12" 300 4'x8' 1.2 x 24 2 12" 300 6'x4' 1.8 x 1.2 2 18" 450 6'x6' 1.8 x 1.8 2 ,6" 450 6'x8' 11.8 x 24 2 18' 450 6'x10' 1.8 x 3.0 2 18' 450 8'x4' 24 x 1.2 3 12' 300 8'x6' 24 x 1.8 3 12" 300 8'x8' 24 x 24 3 1Y 300 8'x10' 24 x 3.0 3 12' 300 10'x6' 3.0 x 1.8 3 18' 450 10'x8' 3.0 x 24 3 18" 450 10'x10' 3.0x3.0 3 18' 450 12'x8' 3.6 x 1.8 3 24' 600 12'x8' 3.6 x 24 3 24" 600 12'x10' 3.6 x 3.0 3 24' 10) PIAN 360-2 SLOPED PROTECTION BARRIER SHEET 1 OF a DETAIL K SIDE - r I •• MEMBER UNDERSIDE PIAN 360-2 SLOPED PROTECTION BARRIER SHEET 1 OF a SPIFFY 4 OF 8 - :• • a :a• U 5" (125) ` 9 229 4r 003 5` (125) « e •. fl li..ill t, SECTION E -E STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION sTANOARu PLAN 360-2 SLOPED PROTECTION BARRIER sHEEr z aF a 0 14'x6' 4.2 x 1.8 3 24' 14'x8' 4.2 x 24 3 24"14'x10'4.2 x 3.0 m 3 24' • TABLE 4 -HINGE GLEARANCES (mm) D X Y 4" 10) 2' (5) 3' (751 5" 127 21/2 (65) 31/2 (90) 6' 1523' (751 4' (100) 7' 178 3 112 (90) 41/2-(115) (19 x 125 mmZ DETAIL 2 PER BEARING PLA � _• 1--i" ale a mm �� DETAIL G mm 25-= BAR 3%8'D (10 mm 50 mm VERTICAL -1/4" (8 mm) WASHER -4 -4 - BARS PL 1 1/2 (TABLE 1 (36 x 225 x 225 mm) BOND BREAKER ��i : ••� . TO PERMIT - MID MEMBER " MDA/ALL BOLT REMOVAL - 3'x3"x3J8" BARS (76 x 76 x to SPLICE EYE • �%• mm)SECTION D -D TO SHANK w/ •'' APPROVED WELD _ OR COUPLING BOTTOM WELDS 11" (25 mm) FOR 1 1/4 1� MEMBER H = 4' do 6' (1.2 &1.8 m) (90 mm) DIA _ (32 mm) DIA WELDS 1 1/2' (40 mm) FOR NOTE- A41/4" Ha8'dc10' 24 do 3.0 m) DETAIL J PIAN 360-2 SLOPED PROTECTION BARRIER SHEET 1 OF a SPIFFY 4 OF 8 - :• • a :a• U 5" (125) ` 9 229 4r 003 5` (125) (19 x 125 mmZ DETAIL 2 PER BEARING PLA � _• 1--i" ale a mm �� DETAIL G mm 25-= BAR 3%8'D (10 mm 50 mm VERTICAL -1/4" (8 mm) WASHER -4 -4 - BARS PL 1 1/2 (TABLE 1 (36 x 225 x 225 mm) BOND BREAKER ��i : ••� . TO PERMIT - MID MEMBER " MDA/ALL BOLT REMOVAL - 3'x3"x3J8" BARS (76 x 76 x to SPLICE EYE • �%• mm)SECTION D -D TO SHANK w/ •'' APPROVED WELD _ OR COUPLING BOTTOM WELDS 11" (25 mm) FOR 1 1/4 1� MEMBER H = 4' do 6' (1.2 &1.8 m) (90 mm) DIA _ (32 mm) DIA WELDS 1 1/2' (40 mm) FOR NOTE- A41/4" Ha8'dc10' 24 do 3.0 m) DETAIL J PIAN 360-2 SLOPED PROTECTION BARRIER SHEET 1 OF a SPIFFY 4 OF 8 - :• • a :a• U a r - I ,I 111 « e •. fl STANDARD STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PIAN 360-2 SLOPED PROTECTION BARRIER SHEET 1 OF a SPIFFY 4 OF 8 - 111 11 fl li..ill t, SECTION E -E File Nome: Sheet 34A. PUBLIC WORKS, DEPARTMENT Job No.:260277 Date: 1/6 PIAN 360-2 SLOPED PROTECTION BARRIER SHEET 1 OF a SPIFFY 4 OF 8 /70 4" x 4" CHAMFER (100 x 100 mm) A PER TABLE 3 HINGE rDETAIL KVA --TOP MEMBER SIDE MEMBER MID MEMBER D PLATE (WHERE REQUIRED) -VERTICAL MEMBERS eBEARING PLATE, DETAIL F BOTTOM { A ' MEMBER ��" 150 mm M� r W THREE -HINGED INLET -/- OUTLET BARRIER FOR RCB H MM1 4 r� REQ'D) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANI)ARD PLAN SLOPED PROTECTION BARRIER 360-2 USE MAtH STANDARD SPErW7CA71oN FOR PUBLIC wascCONSTRUCTION I 4' (ib mm NUT do WASHER a •• : «. '" � •" � TE V •' j5 ( 6M) BARS 20' 500 mm) LON6_`�"''O `.- • -• 1 " (25 mm) GROUT BOTH WAYS 75 mm .• l . . • t Y (25 mm) STD PIPE SLEEVE Rrr► DETAIL PIAN 360-2 SLOPED PROTECTION BARRIER SHEET 1 OF a s - 111 11 fl li..ill --TOP MEMBER SIDE MEMBER MID MEMBER D PLATE (WHERE REQUIRED) -VERTICAL MEMBERS eBEARING PLATE, DETAIL F BOTTOM { A ' MEMBER ��" 150 mm M� r W THREE -HINGED INLET -/- OUTLET BARRIER FOR RCB H MM1 4 r� REQ'D) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANI)ARD PLAN SLOPED PROTECTION BARRIER 360-2 USE MAtH STANDARD SPErW7CA71oN FOR PUBLIC wascCONSTRUCTION I 4' (ib mm NUT do WASHER a •• : «. '" � •" � TE V •' j5 ( 6M) BARS 20' 500 mm) LON6_`�"''O `.- • -• 1 " (25 mm) GROUT BOTH WAYS 75 mm .• l . . • t Y (25 mm) STD PIPE SLEEVE Rrr► DETAIL PIAN 360-2 SLOPED PROTECTION BARRIER SHEET 1 OF a s u SECTION SEE DETAIL) S -' 18' (450 mm) R4► 18" (450 mm) HINGE AZ16* (A V \ 0110' PLATE V R -R 2" (50 mm) DOUBLE EXTRA STRONG PIPE DETAIL S [1am dt WASHER -NOTE 5 PL 1/4'x 1 1/2'x 1 1/2" (6 x 38 x 38 mm) HINGE PIN t 1/4" (32 mm) DETAIL CC SHEET 4 PL 5/8- (16 mm) NGE PIN INLEI/-QUTLET BARRIER FOR RCB �iJ ! mm) THICK HINGE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD �.I,IGsa_ PIAN 360-2 SLOPED PROTECTION BARRIER JLE SHEET s of a Or -own: NTA Engineer: WH SIN BEARINO PLATE ILENE MID SLIPPORT-0�_ AA WF TRAPE OIDAL OUTLET BARRIER FOR RCP FOR TRAPEZOIDAL OUTLET BARRIERS. USE WH 70 DETERMINE NUMBER AND SZE OF HINGES AND USE WF TO DETERMINE REQUIRED FRAME MEMBER SIZES. 20" 500 mm) LONG • : rTTLET STRUCTURE REINFORCED 2T H CONCRETE PIPE mm FLOW MEMBER 4 J_E Ci BEARING PLATE/ SECTION B -B 0mll -4 EA HINGE NOTES - 1. SUBMIT FABRICATION (`SHOP'S DRAWINGS FOR APPROVAL PER SSPWC 2-5.3.3. 2 WHENEVER THE REINFORCED CONCRETE BOX SIZE FALLS BETWEEN SIZES SHOWN IN THE TABLES. USE THE HINGE AND MEMBER SIZING FOR THE LARGER BOX SIZE SHOWN. 3. FRAME MEMBERS SHALL BE AS1M A 36 STEEL OR BETTER. 4. HINGE ASSEMBLIES AND BEARING PADS SHALL BE STAINLESS STEEL 5. MAKE NECESSARY MODIFICATIONS TO ALLOW THE SIMPLE REMOVAL OR INSERTION OF HINGE PINS FOR INSTALLATION OR REMOVAL OF THE PROTECTION BARRIER. THREAD THE END OF HINGE PINS SO THAT NUTS AND LOCK WASHERS ARE FLUSH MA1H THE HINGE SLEEVE PIPE. DAMAGE THE THREADS BEYOND THE NUT FACE TO PREVENT LOOSENING. SEE ALSO ALTERNATE DETAIL BELOW. 6. GALVANIZE FRAME MEMBERS AFTER FABRICATION. 7. MINIMIZE OR ELIMINATE WELDING AFTER GALVANIZING. REPAIR POST -FABRICATION WELDS IN ACCORDANCE WITH SSPWC 210-3.5. 8. INSTALL A MID SUPPORT FOR BARRIERS WITH THREE HINGES. 9. INSTALL SANG PLATES AT OCEAN OU1LE15. 10. DESIGN LOADS: A. INLET/OU11ET BARRIER: BULKED EQUIVALENT FLUID DENSITY = 85 PCF B. OCEAN OUTLET - 1. ,,BW PSF (Bs kPa) OVER SAND PLATE AREA 2 600 PSF (29 kPa) JLE Checked By. MAG Or -own: NTA Engineer: WH SIN BEARINO PLATE ILENE MID SLIPPORT-0�_ AA WF TRAPE OIDAL OUTLET BARRIER FOR RCP FOR TRAPEZOIDAL OUTLET BARRIERS. USE WH 70 DETERMINE NUMBER AND SZE OF HINGES AND USE WF TO DETERMINE REQUIRED FRAME MEMBER SIZES. 20" 500 mm) LONG • : rTTLET STRUCTURE REINFORCED 2T H CONCRETE PIPE mm FLOW MEMBER 4 J_E Ci BEARING PLATE/ SECTION B -B 0mll -4 EA HINGE NOTES - 1. SUBMIT FABRICATION (`SHOP'S DRAWINGS FOR APPROVAL PER SSPWC 2-5.3.3. 2 WHENEVER THE REINFORCED CONCRETE BOX SIZE FALLS BETWEEN SIZES SHOWN IN THE TABLES. USE THE HINGE AND MEMBER SIZING FOR THE LARGER BOX SIZE SHOWN. 3. FRAME MEMBERS SHALL BE AS1M A 36 STEEL OR BETTER. 4. HINGE ASSEMBLIES AND BEARING PADS SHALL BE STAINLESS STEEL 5. MAKE NECESSARY MODIFICATIONS TO ALLOW THE SIMPLE REMOVAL OR INSERTION OF HINGE PINS FOR INSTALLATION OR REMOVAL OF THE PROTECTION BARRIER. THREAD THE END OF HINGE PINS SO THAT NUTS AND LOCK WASHERS ARE FLUSH MA1H THE HINGE SLEEVE PIPE. DAMAGE THE THREADS BEYOND THE NUT FACE TO PREVENT LOOSENING. SEE ALSO ALTERNATE DETAIL BELOW. 6. GALVANIZE FRAME MEMBERS AFTER FABRICATION. 7. MINIMIZE OR ELIMINATE WELDING AFTER GALVANIZING. REPAIR POST -FABRICATION WELDS IN ACCORDANCE WITH SSPWC 210-3.5. 8. INSTALL A MID SUPPORT FOR BARRIERS WITH THREE HINGES. 9. INSTALL SANG PLATES AT OCEAN OU1LE15. 10. DESIGN LOADS: A. INLET/OU11ET BARRIER: BULKED EQUIVALENT FLUID DENSITY = 85 PCF B. OCEAN OUTLET - 1. ,,BW PSF (Bs kPa) OVER SAND PLATE AREA 2 600 PSF (29 kPa) t, STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION sTANOARu PLAN 360-2 SLOPED PROTECTION BARRIER sHEEr z aF a OVER LOWER OPEN AREA STANDARD HINGE 1/4" (6 mm) PIN IN DRILLID HOLE INGE PIN SPOT WELD ENDS TO PREVENT REMOVAL ALTERNATE HINGE PIN ATTACHMENT USE ONLY WHERE APPROVED S. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PLAN SLOPED PROTECTION BARRIER 360-2 SHEET a OF a ' APPROVED BY: ��r��oFEssoq� PREPARED BY: PARSONS c� a N0. 2201 DUPONT DRIVE, SUITE 200 � 47080 � IRVINE, CA. 92612 8-16-10 I/v 8 '?c_7 ro � cIv►� KERN DELTA- iSTRICT EN (NEER ATE: STREET IMPROVEMENT PLANS DRAINAGE DETAILS Tel:(949)263-9322 Fax:(949)263-1225 RICHARD S. BOTTCHER R.C.E. 47080 DATE: SHEET NO. 34o OF 34 APPROVED BY: ��r��oFEssoq� PREPARED BY: PARSONS c� a N0. 2201 DUPONT DRIVE, SUITE 200 � 47080 � IRVINE, CA. 92612 8-16-10 I/v 8 '?c_7 ro � cIv►� KERN DELTA- iSTRICT EN (NEER ATE: STREET IMPROVEMENT PLANS DRAINAGE DETAILS Tel:(949)263-9322 Fax:(949)263-1225 RICHARD S. BOTTCHER R.C.E. 47080 DATE: SHEET NO. 34o OF 34