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HomeMy WebLinkAbout6.1-1744CITY OF BA : ERSFIELD LIST OF DRA WINGS SHEET 1 TITLE SHEET SHEET2 COB STANDARDS SHEET 3 DETAILS &SECTIONS SHEET 4-7 CONSTRUCTION PLANS SHEET 8 PHASING PLANS BENCHMARK THE MONUMENT AT THE CENTERLINE INTERSECTION OF GOSFORD RD. AND WHITE LANE SHALL BE USED AS THE BENCHMARK FOR THIS PROJECT THE BENCHMARK SHALL BE ESTABLISHED USING U. S. G. S. DATUM NA UD 83. MONUMENT ELEVATION: 3 6.17 BA SIS OF BEA RING THE CENTERLINE OF GOSFORD RD. SHALL BE USED AS THE BASIS OF BEARING. CITY STANDARDS PER C.O.B. PROPOSED DESIGN MANUAL ST -76, ST -27, SW -2, SW -4, SW -6, W-12 STATE STANDARDS A20A, A20B, A20D, A24A, A24E A24C, A24D, A88A, A88B CONVENTIONAL SYMBOLS T REHA BIL / TA TION 2014m2015 RSTP: S -I I GOSFORD ROAD FROM WH/TE LANE TO MING AVENUE STPL 5709 (275) rrl STOCKDALE HIGHWAY 0 W Z N � 3 / z 3 Lo �av M`NOP t I C, o a o } � W V) O a �J F� O WHITE LANE` ' PACHECO ROAD_ _. ............w._... LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES I TEMS ES TIMA TED QUANTITY EA SEMEN T — — — — — — — EXIST. CURB & GU F TER 152 LF -- RIGHT-OF-WAY --------------- TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 38A EXIST A.C. FLOWLI E TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 39 12,95J — CENTERLINE 901 LF EXIST EDGE OF PA VEMEN T LF PAVEMENT MARKINGS (THERMOPLASTIC) 4,018 RAILROAD TRACKS FIRE H YDRAN T MARKERS — BLUE TYPE "D" 20 GUARD RAIL [:�20A DWA Y EXCA VA TION 08,46 $ 3,940 CY CY X CHAIN LINK FENCE • IMPROVEMENTS ti UTILITY SYMBOLS Q W EXIST WATER LINE V s EXIST SEWER LINEE- G EXIST GAS LINE SD EXIST STORM DRAIN O OH EXIS T AERIAL E EXIST UNDERGRO JND W STATE OF CALIFORNIA LINES POWER LINE Q TV EXIS T UNDERGROUND T EXIS T UNDERGRO JND W NO TE.- E:THE TV CABLES PHONE L INE A o EXIST 0/L LINE FO EXIST FIBER OPT C LINE FO -1 MANHOLE F.H. o0w, FIRE HYDRANT lL P.P.W M THECON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO -�- POWER POLE C WATER METER Q W.V. 0 0 EXISTING MONUMENT N WATER VALVE - 0 FU TURF MONUMEN T G.M. ® GA S ME TER �O V S.L. PROJECT LENGTH G.V. 1.48 MILES 3 S TREE T LIGHT GAS VALVE S TREE T LIGHT W/MAST ARM BENCHMARK C.O. ® CLEAN OUT NNW- AU TO SCOPE N © PRE-EMPTION DEV/CE T REHA BIL / TA TION 2014m2015 RSTP: S -I I GOSFORD ROAD FROM WH/TE LANE TO MING AVENUE STPL 5709 (275) rrl STOCKDALE HIGHWAY 0 W Z N � 3 / z 3 Lo �av M`NOP t I C, o a o } � W V) O a �J F� O WHITE LANE` ' PACHECO ROAD_ _. ............w._... LOCATION MAP NOT TO SCALE FINAL PAY QUANTITIES I TEMS ES TIMA TED QUANTITY UNI T OF MEASURE TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 9 29,575 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 21 152 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 38 2,541 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 38A 371 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 39 12,95J LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 39A 901 LF TRAFFIC STRIPING (THERMOPLASTIC) — DETAIL 40 439 LF PAVEMENT MARKINGS (THERMOPLASTIC) 4,018 SF FIRE H YDRAN T MARKERS — BLUE TYPE "D" 20 EA [:�20A DWA Y EXCA VA TION 08,46 $ 3,940 CY CY RoAAwflY �XCi�Y�977o1V CsfI.�ID 4T. Naz) 3,8,qq Cy ROADWAY XCAV 7 ails t.,810 v'• 102) 3,Z20 cY', Job No.: T5K201 File Path: K:\LDD-ENGINEERING\2014-2015\14-15 RSTP File Name: RSTP Gosford Road.dwg C� SACRAMENTO Q SAN FRANCISCO J FRESNO • ti 11J Q LOSANGELES V SAN DIEGO O W STATE OF CALIFORNIA Q W NO TE.- E:THE THECON TRA C TOR MUST POSSESS THE FOLLOWING A VALID LICENSES: CLASS A o lL NO TE.- E:THE THECON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO Q EXCA VA TION. Q 0 LL �O V PROJECT LENGTH 1.48 MILES N _ APPROVEV BY= o NICOLAS FIDLER, R.C.E. 61069, EXPIRES 12-31-14 DATE OFESS/ QR ONq PUBLIC WORKS DIRECTOR i, o \Q s i Ncy `( F� APPROVAL RECOMMENDED B . J O z C 80507 ;;0 Exp. 3-31-15 CIVIL 0��\ ASSISTANT PUBLIC WORKS DIRE OR DATE OF CA0 z CIVIL ENGI IV — ESIG GINEERING DATE j Q TY RECORD No. TRAFFIC ENGINEERING DATE PA VEMENT REHABIL ITA TION 20 14-20 15 RS TR NO 1 OF GOSFORD ROAD FROM WHITE LANE TO MING A VENUE 8 SHEETS 0 1 2 3 6" (PER CALIFORNIA MUTCD 2012 FIGURE JB -102) TYP. P t � FIRE HYDRANT � r r LANE TWO TRAFFIC FLOW LANE ONE TRAFFIC FLOW 1110 - BIKE LANE WIDTHS- UNLESS NOTED OTHERWISE: 5' WIDE A T CURB AND GUTT R 4' A T CURB ONLY BEGIN DETAIL J9 A T EC W/ PAVEMENT MARKING C, o •: 7ZEND DETAIL J9 AT BCR WHE DETAIL 39A IS NOT SHOWN ON PLAT END DETAIL 39A AT BCR INCLUDE DETAIL 39A ONLY WHE E SHOWN ON PLAN, OMIT DETAIL 39A WHEN NOT SHOWN ON PLAN 200' TERM/NA TE CENTERLINE OR CENTER LANE LINES AND NEAR SIDE LANE LINES A T MID -ARC POINTS OF THE CURB RETURNS TERM/NA TE ALL LANE LINES ON A LINE CONNECTING THE MID -ARC Q POINTS OF THE CURB RETURNS N Z W FIRE HYDRANT TYPICAL TERMINA TION OF LANE STRIPING In - MARKER LOCA TIONS AT INTERSECTIONS WITHOUT STOP BARS J W NOT TO SCALE m P. i� O N TYPE 'A ' MANHOLE FDN z NOT TO SCALE W W Z CD Z III 0 NOT TO SCALE P.C.C. slab not to be poured until paving Note: PCC Slab not to be placed until X LANDIRG I is in place. Slab and lid to be 0.125" to powng is in place. �_� Slorfalavld O 3 feet Edge Pick Hole Sowcut 1 _ _ t Curb i J E:W it 0.25" (5mm) Hign 5.33% 0 �t 0.125(3mm) Deep L,•," '. C �; 6.0' (0.15m) Did. o; . A A:�..::,� I4.0' Mox. EXISTING MANHOLE SHALL BE CENTERED IN THE PAD Monument '' o BKSF 0.5" (12mm) Hole 00 j NO TES: N 0.125" (3mm) High 2.0' (0.6m) Square 1. All work shall conform to the opplicob/e sections of the "Standard n� I RAMP SLOPE specifications entitled Specifications, State of o l California, Department of Transportation" approved specircations entitled "Standard Specifications, State of current edition. o edition, and the following genera/ notes: 0.25' (6mm) 9.5" (0.24m) b ` Class 2. All unlined manhole joints sholl be filled with Kent N 0 2. Costings sholl conform to the provisions of the speci6cotions Concrete seal or approved black mastic equal. Inside of manholes 0.375' (10mm) 10.125" (0.26m) must be mortared and neatly raked or wiped on inside 0 from warps cracks, swells, and cold sheet, and shall have a of pipe. SECTION A -A 4. The seats of frames and bearing faces of the covers shall be I I J. Pre cast reinforced manhole sections shall be constructed r) or L.S Number. I in accordance with the provisions of ASTM C-478, E a� Concave depression for preparotion of asphalt or cool for and oil opplied at 300° F current edition. ° 6. Concrete shall contain no additives unless prior writjen approval PLAN AT SURFACE 5. Concrete pod shall be cured with a white pigmented Z 7. Concrete shall be cured with a white pigmented curing compound curing compound as per section 90-7.018 of the standard 8. The surface sholl be finished to grade, troweled smooth, and specifications R=0.5" P.C.C. slab not to be poured until 6. See standard drawing SW -6 for frame, cover, and C: (12mm) ovin is in lace. Slob and lid p g p ils drop manhole details. � No. 8134-13 or cost together of Bronze directed by the City Engineer. to be 0.125" to 0.25" (3mm to 6mm) approved equal N F__ FILENAME: ST-21REV W 0.438' x 2.0" Shank J STANDARD DATE 6/2/99 below new finished paving. (llmm x 50mm) DRAWN JCU 2.0" Min. 8.0" Min. SCALE MONUMENT N.T.S. SHEET NO. 10.438"� APPROVED I y (11mm) CITY OF BAKERSFIELD ST -21 aI DOME HEAD DISK DETAIL CALIFORNIA T CITY ENGINEER PUBLIC WORKS DEPARTMENT 0 I I L.... .. _ 2.' 1 Mortar, Dry Packed ................... 0 Ln SW -2 Cn L(� I i� O N TYPE 'A ' MANHOLE FDN z NOT TO SCALE W W Z CD Z III 0 NOT TO SCALE P.C.C. slab not to be poured until paving Note: PCC Slab not to be placed until X LANDIRG I is in place. Slab and lid to be 0.125" to powng is in place. �_� Slorfalavld 0.25" (3mm to )mm) below new paving 2.0' (0.6m) Square A.C. Paving 3 feet Edge Pick Hole Sowcut 1 _ _ t Curb i (Optional) LO" (25mm) Letters, E:W it 0.25" (5mm) Hign 5.33% 0.5' x 0.375' Diamond Mot, (12mmx9mm) �o� ♦� �:. 0.125(3mm) Deep L,•," '. C �; 6.0' (0.15m) Did. o; . A A:�..::,� MONUMEN .,' Top of .:" •:. �: v '.: �� ♦ Building poper or Plastic in joints ''�•:'s Monument '' o BKSF 0.5" (12mm) Hole 00 10" (0.25m) 0.75' (20mm) Letters Pipe Cosing 12' (0.3m) Dio. 0.125" (3mm) High 2.0' (0.6m) Square PLAN Concrete Pad n� 12.125" (0.3m) SEC TION THRU MONUMENT RAMP SLOPE 0.06" (2mm) 10.75" (0.27m) 0.625' (16mm) 0.375" lOmm NOTES.' ( 9.875" (0.25m) 0.75" (19mm) L All work shall conform to the applicable sections of the specircations entitled "Standard Specifications, State of 1.625" 4 mm) Colifornio, Deportment of Transportation", approved current edition, and the following genera/ notes: 0.25' (6mm) 9.5" (0.24m) 0 2. Costings sholl conform to the provisions of the speci6cotions for grey -iron castings, serial designation ASTM: A48, class no. JOB 0.375' (10mm) 10.125" (0.26m) J. A# frames and covers shall be tough, grey cost iron, free from warps cracks, swells, and cold sheet, and shall have a 10.875" (0.28m) workmanlike Anish. SECTION A -A 4. The seats of frames and bearing faces of the covers shall be Stomp Disk with R.C.E. machined for a smooth, non -rocking fit between the two castings or L.S Number. 5. Costing sholl be thoroughly cleaned and dipped twice in a Concave depression for preparotion of asphalt or cool for and oil opplied at 300° F Surveying purposes to form a rem and tenacious seal. 6. Concrete shall contain no additives unless prior writjen approval is obtained from the City Engineer. 7. Concrete shall be cured with a white pigmented curing compound complying with section 90-701B of the Stondord Specifications. 8. The surface sholl be finished to grade, troweled smooth, and given a light broom finish. 2.0" (50mm) 9. All concrete used shall be Class A" 0.125" (3mm) 10. The name of the manufacturing company shall be on the underside of the cover. Disk shall be Leitz Disk and Stem to be 11. Pipe cosing sho// be 10' (0.25m) /.D. stele ARS, or as No. 8134-13 or cost together of Bronze directed by the City Engineer. approved equal N F__ FILENAME: ST-21REV W 0.438' x 2.0" Shank J STANDARD DATE 6/2/99 (llmm x 50mm) DRAWN JCU CHECKED SURVEY M. SHAW SCALE MONUMENT N.T.S. SHEET NO. 10.438"� APPROVED I y (11mm) CITY OF BAKERSFIELD ST -21 DOME HEAD DISK DETAIL CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY OF BAKERSFIELD, CALIFORNIA Fb W" A wfo? of ft, XMw afiafi' 1W dr Mow Mveft" of oA4er end of /his refw" Ate-,Flow sneer R/w Era ✓t L9�r cw,e Val Cwb Re A+� ftv ftIi�etled br b&W of urF/Owlint •: �, +rJ` ".R; : 6' 21 ! e" •.. I } !-rfo r � t,cwo ON Exp 7T_I ex..7r.21 0.&0% xa A FlowAv of P~ rrmw Aon of a VIlew .mc/br, b lift 9~ #nmol as *WAW SECTION A -A STANDARD CROSS GUTTER FOR STREET hb/f PYon , H0 f Pbn SIDEWA SECTION B -B STANDARD CROSS GUTTER FOR ALLEY Ir X LANDIRG I Slarfda►d�_-- 8 I Rodws , �_� Slorfalavld 3 feel 3 feet - F/owli of Goner 1 _ _ t Curb i r-E.ra ✓t B..J I E:W it Fbwhhe of Curter 5.33% ECR �wLq Lq G in SIDEWA SECTION B -B STANDARD CROSS GUTTER FOR ALLEY Ir X LANDIRG I 5' RAMP 1' CONK 0.33' THKr . _I CONC 0.5' THK _K \ 5.33% ECR �wLq Lq G in n�R=5' 00 12 m BEGIN n� RAMP SLOPE 06 ALLEY HANDICAP RAMP DETAIL N.T.S. File. Ndme.• RSTP. Cosford Road, Drawn: JOE '•CA TALAN PUBLIC WORKS' DEPARTMF"N,T . , . Job No.: T5K201 . Engineer: JOE CATALAN . F b Dote: No,, ,3, t4, Checked•By.; of Gutter 6" IT ALTQ'RNATE SEO�TION OSS GUTTIM GENERAL NOTES: All work shall conform to the applicable sections of the specifications entitled "Standard Specifications State of California, Department of Transportation", current edition. Sub rade preparation for crossgutter shall conform to the requirements of the Standard Specifications. Concrete for crossgutter shall be Class 'H" and shall conform to the requirements of the Standard Specifications. Expansion Joint shall be constructed at every 301 or as directed by the Engineer. REVISEDJUL b9 I�� f QROFESS/ON q <c� 51 N G/y c� 2T �V REGISTERED Cl VIL ENGINEER C 80507 yF Exp.3-31-15 CITY OF BAKERSFIELD `P�q C1V�L 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CAS\F�� REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / 12*0 CAST 0?0YV LID TO READ V1 TY OF &A ER °IELD WA IER� fry'ICAL CR LANDS(_ -A P .EU �E;ttv`l�fEL� Gq�;�L'�E 121 CA.S`T .f.ROJN L�'T�R�'ORT R/Sf'�t'G `-^.,.. �5 SA WCUT A -C, PA VEWNT #4 REBAP 4 REBAR " ` 12'" z ° ;f A ,j7 12 `"0x 14 GAUGE POtLLSD SL PIPE (VARIES TN LEN TH ASr'°�E_--DEO) REDWOOD l I CR 10'0 SCHEDULE 40 P'lr,�.� T*U PLACES WA EERL INE NOM BELOW A. C. PA WOES' WATER RESOURCES DEPARTMENT CITY OF BAKERSFIELD, FIELD, CALIFORNIA. VALVE BOX DETAIL PA VEMENT REHABILITATION 2014--2015 RSTP- GOSFORD ROAD FROM WH/TE LANE TO MING AVENUE PLATE Nu. W-1 2 ftTE REV. 9-16-14 IVY SHEE T NO. 2 OF 8 0 1 2 3 2' z Q J Q Q u w O 52 m 0 w O J In Ln N d- 0 N r_ O a� 0 z 0 0 0 0 J) 0 c� cn ry i p m Ln T Ln 0 N I 0 N 0 z ry III w z 0 z w i 0 0 J .. q OF S TREE T AND F OF CONS TRUC TION F F 2' . . .... ..... . ... . ..... ... 55' MEDIAN WID TH - 36' VARIES (4'-18') L DEP TH SEE PL AN )NS TRUC T_ � _ F 55' 36' FULL DEP TH RECONSTRUCT STRAIGHT GRADE�� S TRA�,GH.. T_ GRADE** .................. . ,,. ----- 0.63' (7.5 ") CURB REVEAL — 1.0' TYPE "A" HMA - EX. PA VEMEN T SURFACE — EX. BASE MA TERIAL — EX. LIP OF GUTTER — TYPICAL CROSS SECTION OF GOSFORD ROAD N. T. S. q OF S TREE T AND F OF CONSTRUCTION 55' MEDIAN W/D TH 36' VARIES (4'-18') FULL DEP TH SEE PLAN RECONSTRUCT- - - T -_ - GRADE** . cTRAIGHT [1 F 2' r*1 N°7L M/Z STI vr, 6/D At WA 1,47B go - -4 Ne PA vemEjjr s7gucrugAt .sscnot4 Is 1.33' ('1(p ') OF Tft -A" HM AerW 5TA D4 69 AND TZA .17-127. ?_- F oI QROFESS/CNS S1NGy c�F mac, Z' EGISTERED CIVIL ENGINEER C 80507 * Exp. 3-31-15 CITY OF BAKERSFIELD q CIVIL 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 TYPE E ADVANCE REVISIONS LOOP DETECTOR No. DA TE DESCRIPTION 10' (THRU LANES) RIGHJLANE TYPE E D t IiL t h T.ER1�! S l.�' 8 D TSS c>3r 3 u t cf 2 1 LOOP DETECTOR THRU10' 15' 2 / / LEFT TURN 10:III I' 15' 15' LOOP DETECTORSTOP BAR 405' BEHIND THE STOP BAR 4 LOOP LA YOUT NOT TO SCALE NOTE: CON TRAC TOR SHALL BE RESPONSIBLE FOR PULLING THE DL C s IF CON TRAC TOR CAN'T MEET THE LOOP ASSIGNMENT SHOWN. D J D D J r7 N N r-) _N (_0 CD O N N1 ' 2 —0.6,3' (75") CURB — EX. PA VEMEN T S 0.67' TYPE "A " 1.33' CEMENT TREAT EX. BASE MA TE EX. L lP OF GUI , " . FULL DEPTH RECLAMA TION ON GOSFORD ROAD STA 0+69 TO STA 12+27 Si151_iG?7WE SID 1447AUJ IE Illy 7- N. T. S. NOTES= **.-CROSS SLOPE SHALL BE AT LEAST 2% BUT SHALL NOT EXCEED 4% NOTE 1: CONTRACTOR SHALL PROTECT ALL EXISTING MEDIAN ISLAND CURBS, COND UI TS, FACILITIES, AND VEGETATION. CON TRAC TOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE TO EXISTING STRUCTURES, U TIL I TI ES, AND VEGETATION WITHIN THE MEDIAN ISLAND. NO TE 2: MEDIAN ISLAND CURB REVEAL SHALL BE 75" (0.63) ALL THROUGHOUT THE PROJECT LIMI TS EXCEP T A T TRA NSI TION AREAS (100' FROM PA VEMEN T TIE IN). NOTE 3: CONTRACTOR SHALL SUBMIT A PHASING PLAN TO BE APPROVED BY CITY TRAFFIC ENGINEER PER THE CURRENT MU TCD REQUIREMENTS. FIRST PHASE OF THE PROJECT SHALL BE THE CONSTRUCTION OF THE OUTER LANES (OUTER HALVES OF THE ROADWAY). SECOND PHASE OF THE PROJECT SHALL BE THE CONSTRUCTION OF THE INNER LANES, INCLUDING THE LEFT TURN LANES, OF THE ROADWAY CONSTRUCTION (EXCA VA TION AND PAVING) OF THE IN TERSEC TION OF GOSFORD RD. AND MING AVE. SHA L L BE D ONE A ND COMPL E TED ON A WEEKEND (SA TURDA Y A ND SUNDA Y). FOR EA CH PHA SE, A MINIMUM OF ONE (1) TRAFFIC LANE, NOT LESS THAN TWELVE (12) FEET IN WIDTH SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC WHERE CONSTRUCTION OPERATIONS ARE A C TI VEL Y IN PROGRESS. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT GOSFORD RD. AT S. LAUREL GLEN DR. NOT TO SCALE File Nome.• RSTP Gosford Road Job No.: T5K201 Date: Nov. 3, 14 Drawn: JOE CA TALAN Engineer: JOE CA TALAN Checked By.- GOSFORD RD. AT WES T WOL D DR. PAVEMENT REHABILITATION 2014--2015 RSTP- GOSFORD ROAD FROM WHITE LANE TO MING AVENUE NOT TO SCALE SHEE T NO. 3 OF 8 O 1 2 3 D J D r-) _N N N1 _N N 7b " 7� �,, I �6 < I i aii J5 I j t_ f I '�1` [. `� `• "� LTJ \� f ` I I � IP � 1i I .j •� f st �. rn `n m 8J6U £., ' 416U Ln rn f f t I f GOSFORD RD. AT WES T WOL D DR. PAVEMENT REHABILITATION 2014--2015 RSTP- GOSFORD ROAD FROM WHITE LANE TO MING AVENUE NOT TO SCALE SHEE T NO. 3 OF 8 O 1 2 3 CONSTRUCT/ON NOTES Fil CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON THE PLANS F21CONTRACTOR SHALL ADJUST MANHOLE TO NEW PA VEMENT GRADE PER COB STANDARD SW -2 OR SW -4. WHEN NECESSARY, REPLACE MANHOLE FRAME AND LID PER COB STANDARD SW -6 (SEWER/STORMORAIN) TO CONFORM WITH "BUY AMER/CA" REQUIREMENTS. M CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21. WHEN NECESSARY, REPLACE MONUMENT FRAME AND LID PER COB STANDARD ST -21, TO CONFORM WITH "BUY AMERICA " REQUIREMENTS. 4❑ CONTRACTOR SHALL ADJUST WATER VALVE AND COVER PER COB STANDARD W-10. WHEN NECESSAR Y, REPLACE WA TER VA VE FRAME AND L/D PER COB STANDARD W-10, TO CONFORM WI TH "BU Y AMERICA " REQU/REMEN TS M CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLANS 2010 RSP A88A D CONTRACTOR SHALL INSTALL CASE C PEDES TR/AN ACCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLANS 2010 RSP A88A Q M CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF J CALIFORNIA STANDARD PLANS 2010 RSP A88B Q QEl CONTRACTOR SHALL INSTALL ALLEY CROSS GUTTER PER COB STANDARD ST -7 AND 5' WIDE U CONCRETE PAD. oag MANHOLE/UTILITY VA UL T TO BE ADJUSTED BY OTHERS F 01 CONTRACTOR SHALL MA TCH EX/STING PA VEMENT GRADE AND CURB REVEAL. TIE /N SHALL HA VE A 100 FEET TRA NSI T/ON TO NEW PA VEMENT ELEVA TION AND CURB REVEAL. Li0 Fl 1 CON TRAC TOR SHA L L REL OCA TE ROADS/DE 0 A SIGN T G LOCA TIONT TSI DE SDE OF TH P E PROPOSED RAMP O —' F121 CONTRACTOR SHALL INSTALL R-81 (CA) ROADS/DE SIGN. a_ 0 II 0 d- 0 N O L 0 Z 0 Q) C 0 0 ry L 0 0 cn o- / cl- U) Ln i Ln 3 N I O N C.� Z_ W W Z Z W I Ko STRIPING AND MARK/NG NOTES= LEGEND SYMBOLS GENERAL NOTES 1 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE :t•' • : �: ; r . • • •�• . •;. . , : ; ': • ` : `• ' '�'{ !'r ''~'r': BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL 91 ADJUST MANHOLE FRAME AND COVER ADJUST WATER VALVE PER C. 0. B. W-12 RESPONSIBIL I TY FOR L OCA TING U TIL I TIES IN THE FIEL D /S PL A CED SOL EL Y FULL DEPTH RECLAMA TION FDR US/NG CEMENT. SEE SHEET 3 FOR SECT/ON DETAILS. ON THE CONTRACTOR. 2 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO THE STATE OF INSTALL CALIFORNIA STANDARD PLANS DATED 2010. 3 CONTRACTOR SHALL PROTECT /N PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, DETAIL 39A CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION, 4 CON TRA C TOR SHALL BE RESPONSIBLE TO IDEN TIFY EXA C T L OCA TIONS AND DEP TH OF Q EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION LINES. 5 CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED INSTALL STREET IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S 10 CONSTRUCTION OPERA TIONS 6 CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS INSTALL -AT. ALL TIMES DURING CONSTRUCTION OF THE PROJECT CROSS WALK MARKING STRIPING AND MARK/NG NOTES= LEGEND SYMBOLS :a FULL DEPTH RECONSTRUCTION N l UC 0 N AREAS INDICATED ON THE PLAN S. SEE SHEET 3 SEC FOR Tl ON DETAILS ADJUST MONUMENT FRAME AND COVER :t•' • : �: ; r . • • •�• . •;. . , : ; ': • ` : `• ' '�'{ !'r ''~'r': MINOR CONCRETE CONSTRUCTION CURBS & GUTTERS, ACCESS RAMPS, CROSS GUTTERS, SIDEWALK§. 91 ADJUST MANHOLE FRAME AND COVER ADJUST WATER VALVE PER C. 0. B. W-12 DETAIL 28 FULL DEPTH RECLAMA TION FDR US/NG CEMENT. SEE SHEET 3 FOR SECT/ON DETAILS. GAS VA VE TO BE ADJUSTED BY OTHERS DETAIL 38 O INSTALL STRIPING AND MARK/NG NOTES= O INSTALL DETAIL 9 0 INSTALL DETAIL 21 O INSTALL DETAIL 28 Q INSTALL DETAIL 38 O INSTALL DETAIL 39 Q INSTALL DETAIL 39A O INSTALL DETAIL 40 Q INSTALL TYPE IV ARROW (L), 15 SF O INSTALL TYPE IV ARROW (R), 15 SF 10 INSTALL BIKE LANE SYMBOL, 21SF 11 INSTALL I' WIDE STOP BAR/PEDESTRIAN CROSS WALK MARKING 12 INSTALL DETAIL 38A 108 LF l� l EGISTERED CIVIL ENGINEER CITY OF BAKERSFIELD 1501 TRUX TUN A VENUE BAKERSFIELD, CA 93301 QRpFESS �c� 5 I N Gy q� C 80507 * Exp. 3-31-15 C 1 V 1 OF CA�� REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 SCALE: I " = 40' V" r Q L/ File Nome: RSTP Gostord Road Drawn: JOE CA TALAN PAVEMENT REHABILITATION 2014--2015 RSTP- SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T5K201 En gin eer: JOE CA TALAN Date: 9/02/2014 Checked By.- L,S• GOSFORD ROAD FROM WHITE LANE TO MING AVENUE 4 OF 8 0 1 2 3 z a J Q a U W 0 m 0 w 0 J d- 0 0 d - I I m 0 0 N L O 0 z 0 aD c- >a� i a 0 m E U)0 0 U) m Ln T i Ln 0 N I O N 1-11 CD z_ ry W CDW z z w I D J R CONSTRUCT/ON NOTES FICON IRA C TOR SHALL INSTALL FIRE HYDRANT MARKERS A T LOCA TIONS INDICA TED ON THE PLANS. F CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB STANDARD SW -2 OR SW -4. WHEN NECESSARY, REPLACE MANHOLE FRAME AND LID PER COB STANDARD SW -6 (SEWER/STORMDRAIN) TO CONFORM WITH "BUY AMERICA" REQUIREMENTS. F CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21. WHEN NECESSARY, REPLACE MONUMENT FRAME AND LID PER CDB STANDARD ST -21, TO CONFORM WITH "BUY AMERICA " REQUIREMENTS. ❑4 CONTRACTOR SHALL ADJUST WATER VALVE AND COVER PER COB STANDARD W-10. WHEN NECESSARY, REPLACE WA TER VA VE FRAME AND LID PER COB STANDARD W-10, TO CONFORM WITH "BUY AMERICA" REQUIREMENTS. F51CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLANS 2010 RSP A 88 ❑6 CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLANS 2010 RSP A88A F7] CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP A88B ElCONTRACTOR SHALL INSTALL ALLEY CROSS GUTTER PER COB STANDARD ST -7 AND 5' WIDE CONCRETE PAD. F91MANHOLE UTILITY VAULT TO BE ADJUSTED Y USTD THERE B OTHERS Fl 16 SHALL MA TCH EXISTING PA VEMENT GRADE AND CURB REVEAL. TIE IN SHALL HAVE A 100 FEET TRANSITION TO NEW PAVEMENT ELEVATION AND CURB REVEAL. RilCON TRA C TOR SHALL REL OCA TE ROADSIDE SIGN TO A L OCA TION OUTSIDE OF THE PROPOSED RAMP. El CONTRACTOR SHALL INSTALL R-81 (CA) ROADSIDE SIGN. [A *v GOSI GENERAL NOTES 1 ALL UTIL I TY LOCA TIONS SHOWN ARE APPROXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILI TY FOR LOCA TING UTIL I TIES /N THE FIELD IS PLACED SOL EL Y ON THE CONTRACTOR. 2 ALL STRIPING AND PA VEMENT MARKINGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DA TED 2010. 3 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCTION. 4 CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY EXACT LOCATIONS AND DEPTH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION LINES. 5 CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERA TIONS. 6 CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. ECTOR DETAILS RD RD. V I 5 LF 2 e I IJ1 65 SF 11 W 5 LF 4 0 Q oc GOSFORD RD. 47 SF 36 SF STRIPING AND LEGEND SYMBOLS INSTALL FULL DEPTH RECONSTRUCTION /N AREAS INDICATED ON THE PLANS. SEE SHEET 3 FOR SECTION DETAILS . ADJUST MONUMENT FRAME AND COVER 's ' • • % • r •� "• r ;; w fi , ,,' • '": • ^ ��{•r'M•'`'r: '`•� �'`' `" ' "" MINOR CONCRETE CONSTRUCTION CURBS & GUTTERS, ACCESS RAMPS, CROSS GUTTERS SIDEWALK • ADJUST MANHOLE FRAME AND COVER ADJUST WATER VALVE PER C. O.B. W-12 INSTALL FULL DEPTH RECLAMATION FDR USING CEMENT SEE SHEET 3F0R SECTION DETAILS. � GAS VALVE TO BE ADJUSTED BY OTHERS INSTALL DETAIL 38 O ECTOR DETAILS RD RD. V I 5 LF 2 e I IJ1 65 SF 11 W 5 LF 4 0 Q oc GOSFORD RD. 47 SF 36 SF STRIPING AND MARK/NG NOTES; O INSTALL DETAIL 9 O INSTALL DETAIL 21 Q INSTALL DETAIL 28 0 INSTALL DETAIL 38 O INSTALL DETAIL 39 O INSTALL DETAIL 39A O INSTALL DETAIL 40 Q INSTALL TYPE IV ARROW (L), 15 SF O INSTALL TYPE IV ARROW (R), 15 SF 10 INSTALL BIKE LANE SYMBOL 21SF 11 INSTALL 1' WIDE STOP BAR/PEDESTRIAN CROSS WALK MARKING 12 INSTALL DETAIL 38A -471 / / 40-f 1 1 6. 1-. v File Nome.• RSTP Gosford Road Drawn: JOE CATALAN PAVEMENT REHABILITATION 2014-2015 RSTPSHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T5K201 Engineer: JOE CATALAN Date: 9/02/2014 Checked By.- L, S• GOSFORD ROAD FROM WH/TE LANE TO MING AVENUE 5 OF 8 0 1 2 3 QRpF E SS / off, q S 1 N GN REGISTERED CIVIL ENGINEER ui C 80507 rTl Exp. 3-31-15 CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE �P qTF �I ���" — OF CA��F BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIP TION 3TI -471 / / 40-f 1 1 6. 1-. v File Nome.• RSTP Gosford Road Drawn: JOE CATALAN PAVEMENT REHABILITATION 2014-2015 RSTPSHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T5K201 Engineer: JOE CATALAN Date: 9/02/2014 Checked By.- L, S• GOSFORD ROAD FROM WH/TE LANE TO MING AVENUE 5 OF 8 0 1 2 3 z Q J Q Q U w 0 m 0 w 0 J CL 0 II U) 3 O O L O V) O 0 n F-- cn n U) ry LO I 't 7:- 0 O N I O N 0 Z_ ry W W Z_ C� z w I J / r CONSTRUCT/ON NOTES 1❑ CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS AT LOCATIONS INDICATED ON THE PLANS. F21CONTRACTOR SHALL ADJUST MANHOLE TO NEW PAVEMENT GRADE PER COB STANDARD SW -2 OR SW -4. WHEN NECESSARY, REPLACE MANHOLE FRAME AND LID PER COB STANDARD SW -6 (SE WER/STORMDRAIN) TO CONFORM W/TH "BUY AMERICA" REQUIREMENTS. P CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21. WHEN NECESSARY, REPLACE MONUMENT FRAME AND LID PER COB STANDARD ST -21, TO CONFORM WITH "BUY AMERICA " REQUIREMENTS. P I CONTRACTOR SHALL ADJUST WA TER VA VE AND COVER PER COB STANDARD W-10. WHEN NECESSARY, REPLACE WA TER VA VE FRAME AND LID PER COB STANDARD W-10, TO CONFORM WITH "BUY AMERICA" REQUIREMENTS. F5]CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP A88A ❑6 CON TRA CTOR SHALL INSTALL CASE C PEDES TR/AN A CCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLANS 2010 RSP A88A ❑7 CON IRA TOR SHALL INSTALL CASE CM PEDES TR/AN ACCESS RAMP PER STA TE OF CALIFORNIA STANDARD PLANS 2010 RSP A88B F-81 CONTRACTOR SHALL INSTALL ALLEY CROSS GUTTER PER CDB STANDARD ST -7 AND 5' WIDE CONCRETE PAD. ❑g MANHOLE/UTILITY VAULT TO BE ADJUSTED BY OTHERS FoICON TRA C TOR SHALL MA TCH EXISTING PA VEMENT GRADE AND CURB REVEAL. TIE IN SHALL HAVE A 100 FEET TRANSIT/ON TO NEW PAVEMENT ELEVATION AND CURB REVEAL. FillCONTRACTOR SHALL RELOCATE ROADSIDE SIGN TO A LOCATION OUTSIDE OF THE PROPOSED RAMP. F121 CONTRACTOR SHALL INSTALL R- 81 (CA) ROADSIDE SIGN. GENERAL NOTES 1 ALL UTILITY L OCA TIONS SHOWN ARE APPROX/MA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING UTILITIES /N THE FIELD IS PLACED SOLELY ON THE CONTRACTOR. 2 ALL STR/P/NG AND PA VEMENT MARK/NGS SHALL CONFORM TO THE STA TE OF CALIFORNIA STANDARD PLANS DATED 2010. 3 CONTRACTOR SHALL PROTECT /N PLACE ALL EX/STING MEDIAN ISLANDS, SIDEWALK, CURBS & GUTTERS, AND ALL S TREE T IMPRO VEMEN TS DURING CONS TRUC TION. 4 CON TRA C TOR SHAL L BE RESPONSIBL E TO IDEN TIFY EXA C T L OCA TIONS AND DEP TH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION LINES. 5 CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED STREET IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S CONS TRUC TION OPERA TIONSS, 6 CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT. STRIPING AND MARK/NG NOTES: O LEGEND SYMBOLS '• __ FULL DEPTH RECONSTRUCTION /N AREAS INDICATED ON THE PLANS❑ SEE SHEET J FOR SECTION DETAILS. ADJUST MONUMENT FRAME AND COVER :r•'••:;:• r �• t•" '•'"' : • MINOR CONCRETE CONSTRUCTION CURBS & GUTTERS, ACCESS RAMPS, CROSS GUTTERS, SIDEWALK ❑o ADJUST MANHOLE FRAME AND COVER ADJUST WATER VALVE PER C.08. W-12 Q FULL DEPTH R (FDR) RECLAMATION Tl N 0 rD > DETAIL JS -. "" -- -��<;:. USING CEMENT. SEE SHEET 3 FOR SECTION DETAILS. &a. A GSVA T RS LVE TO A T Y T R THE E DJUS EDB 0 H S O INSTALL DETAIL J9A STRIPING AND MARK/NG NOTES: O INSTALL DETAIL 9 O INSTALL DETAIL 21 O INSTALL DETAIL 28 Q INSTALL DETAIL JS O INSTALL DETAIL J9 O INSTALL DETAIL J9A O INSTALL DETAIL 40 O INSTALL TYPE IV ARROW (L), 15 SF O INSTALL TYPE IV ARROW (R), 15 SF @ INSTALL BIKE LANE SYMBOL, 21SF G INSTALL I' WIDE STOP BAR/PEDESTRIAN CROSS WALK MARKING 12 INSTALL DETAIL 38A ": � -, �, � � �, -, "- - -, - //4 REGISTERED CIVIL ENGINEER CITY OF BAKERSFIELD 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 QRpFESS/pN q 51 NGy ck� C 80507 70 yt Exp. 3-31-15 ��9TF C / V I \- o��\"z- OF CAS REVISIONS No. DA TE I DESCRIP TION 171 / / 47 / / SCALE: I " = 40' CRY CITY OF BAKERSFIELD, CALIFORNIA WORKS DEPARTMENT File Nome: RSTP Gosford Road Drawn: JOE CA TALAN Job No.: T5K201 Engineer: JOE CATALAN Date: 9/02/2014 Checked By.- L.S. PAVEMENT REHABILITATION 2014-2015 RSTP= GOSFORD ROAD FROM WHITE LANE TO MING AVENUE SHEET NO. 6 OF 8 2 3 0 0 N O 0 r) 0 0 z 0 W 0 C 0 ry E 0 V) 0 m m T i Ln 0 N I O N C.� z ry III W z CD z Li I J / \A CONSTRUCTION NOTES: 1❑ CONTRACTOR SHALL INSTALL FIRE HYDRANT MARKERS A T LOCA TIONS INDICA TED ON THE PLANS. ❑ CONTRACTOR SHALL ADJUST MANHOLE TO NEW PA VEMENT GRADE PER COB STANDARD SW -2 OR SW -4. WHEN NECESSARY, REPLACE MANHOLE FRAME AND LID PER COB STANDARD SW -6 (SEWER/STORMORA/N) TO CONFORM WITH "BUY AMER/CA" REQUIREMENTS. ❑3 CONTRACTOR SHALL ADJUST SURVEY MONUMENT ENCASEMENT PER COB STANDARD ST -21. WHEN NECESSARY, REPLACE MONUMENT FRAME AND LID PER COB STANDARD ST -21, TO CONFORM W/ TH "BU Y A MERI CA " REQUIREMEN TS. F41 CONTRACTOR SHALL ADJUST WA TER VA VE AND COVER PER COB STANDARD W-10. WHEN NECESSARY, REPLACE WA TER VA VE FRAME AND LID PER COB STANDARD W-10, TO CONFORM WITH "BUY AMER/CA " REQUIREMENTS. ❑ CONTRACTOR SHALL INSTALL CASE A PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP A88A F6] CONTRACTOR SHALL INSTALL CASE C PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP A88A M CONTRACTOR SHALL INSTALL CASE CM PEDESTRIAN ACCESS RAMP PER STATE OF CALIFORNIA STANDARD PLANS 2010 RSP A88B ElCONTRACTOR SHALL INSTALL ALLEY CROSS GUTTER PER COB STANDARD ST -7 AND 5' WIDE CONCRETE PAD. 1-91 MANHOLE/077L/TY VAULT TO BE ADJUSTED BY OTHERS F 01 CONTRACTOR SHALL MATCH EXISTING PAVEMENT GRADE AND CURB REVEAL. TIE IN SHALL HAVE A 100 FEET TRANSITION TO NEW PAVEMENT ELEVATION AND CURB REVEAL. F ]CON TRA C TOR SHALL REL OCA TE ROADSIDE SIGN TO A L OCA TION OU TSIDE OF THE PROPOSED RAMP. 12 CONTRACTOR SHALL INSTALL R-81(CA) ROADS/DE SIGN. GENERAL NOTES 1 ALL UTIL /TY LOCA TIONS SHOWN ARE APPR OXIMA TE ONL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES FINAL RESPONS/BILI TY FOR LOCA TING UTILI TIES IN THE FIELD IS PLACED SOLEL Y ON THE CON TRAC TOR. 2 ALL STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD PLANS DATED 2010. 3 CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING MEDIAN ISLANDS, SIDEWALK, CURBS & GUTTERS, AND ALL STREET IMPROVEMENTS DURING CONSTRUCT/ON. 4 CON TRA C TOR SHALL BE RESPONSIBLE TO IDEN TIFY EXA C T L DCA TIONS AND DEP TH OF EXISTING TRAFFIC SIGNAL WIRING, CONDUITS, INTERCONNECT AND IRRIGATION LINES. 5 CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGED S TREE T IMPROVEMENTS AND TRAFFIC SIGNAL EQUIPMENT DUE TO CONTRACTOR'S CONSTRUCTION OPERA TIONS. 6 CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, LOCAL STREETS, AND ALLEYS AT ALL TIMES DURING CONSTRUCTION OF THE PROJECT STRIP/NG AND MARK/NG NOTES: LEGEND SYMBOLS .=F. V (('SF4 ==Fri=:, "__-__= tii:�s'';131Ii 1.:i i is " ,F=,F'I R M 111 �� i= ,;;`"c ,__,,___1= `llFF l _ _ __� _ , ,: Ili _: FULL DEPTH RECONSTRUCTION /N AREAS INDICA TED ON THE PLANS. SEE SHEET 3 FOR SECTION DETAILS. ADJUST MONUMENT FRAME AND COVER :r.' • : •: ; r . • • �. s . •;. `• 0 :� =ti' {; •�'': '; : M/NOR CONCRETE CONSTRUCTION CURBS & GUTTERS ACCESS RAMPS CROSS GUTTERS, SIDEWALK. E ADJUST MANHOLE FRAME AND COVER ADJUST WATER VALVE PERC.O.B.. 0. B. W- 12 DETAIL 28 FULL DEPTH RECLAMATION (FDR) USING CEMENT. SEE SHEET 3 FOR SECTION DETAILS. GAS VALVE TO BE ADJUSTED BY OTHERS DETAIL 38 O INSTALL STRIP/NG AND MARK/NG NOTES: O INSTALL DETAIL 9 O INSTALL DETAIL 21 O INSTALL DETAIL 28 Q INSTALL DETAIL 38 O INSTALL DETAIL 39 O INSTALL DETAIL 39A O INSTALL DETAIL 40 O INSTALL TYPE IV ARROW (L), 15 SF 0 INSTALL TYPE IV ARROW (R), 15 SF 1 o INSTALL BIKE LANE SYMBOL, 21 SF O11 INSTALL 1 WIDE STOP BAR/PEDESTRIAN CROSS WALK MARK/NG 12 INSTALL DETAIL 38A EGl TERED CI VI L EN GI NEE. QRpF E SS / q 51 N Giy � C 80507 z * L-AH.. CITY OF BAKERSFIELD q Civl 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 F OF CA��FoFL REVISIONS No. DA TE I DESCRIP TION SCA LE: I " = 40' rtii r..................... _.. ..... GOSFORD RD. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome.• RSTP Gosford Road Job No.: T5K201 Date: 9/02/2014 Drawn: JOE CA TALAN En gin eer: JOE CA TALAN Checked By.- L. S .' me Nk 70 SF 37 SF PA VEMENT REHABILITATION 2014-2015 RSTR GOSFORD ROAD FROM WHITE LANE TO MING AVENUE SHEE T NO. 7OF8 0 1 2 3 0 I I 0 m L 0 0 p cn ry / cn ry I �r- Ln O N I �i- O N C� z ry w w z c� z w I D J / KA STREET AND � OF CONSTRUCTION FL F VARIES VARIES SOUTH BOUND NORTH BOUND PHASE 2 PHASE 1 VARIES 18' 2'-18' WIDTH & PHASE 3 PHASE 4 LOCATIONS VARIES 18' VARIES SEE PLAN 12 Min . CHANNELIZING "® DEVICE SEE STREET PLANS FOR PAVING LIMITS GOSFORD ROAD CONSTRUCT/ON PHASING NOT TO SCALE PHASE-No.01 F STREET AND � OF CONSTRUCTION VARIES SOUTH BOUND 2'-14' WDTH & PHASE 3 PHASE 4 LOCATIONS VARIES 18' VARIES SEE PLAN SEE STREET PLANS _ FOR PAVING LIMITS VARIES NORTH BOUND P HAS E 2 PHASE 1 VARIES 18' 12'Min.. CHANNELIZING DEVICE F SEE PLANS FOR LOCATIONS PHASE Afo.2 NOT TO SCALE 12' MINIMUM TRA VEL LANE EXISTING No. 1 LANE .v FOURTH 0.20 LIFT -14.5 �-9 THIRD 0.20 LIFT — 15.25 SECOND 0.20 LIFT — 16 FIRST 0.20 LIFT — 16.75 PHASE No. 1 AND 3 S TA G GERED PA VEMENT S TA GING NOT TO SCALE STREET AND � OF CONSTRUCTION F VARIES SOUTH BOUND P HAS E 3 PHASE 4 18VARIES 2'-14' WDTH & 12' Min . LOCASEE PLANRI£S CHANNELIZING DEVICE - J SEE STREET PLANS _J FOR PAVING LIMITS VARIES NORTH BOUND PHASE 2 VARIES PHASE 1 18' GOSFORD ROAD CONSTRUCT/ON PHASING QRpFESS/ONq �<c0 51 N GN REGISTERED CI VI L ENGINEER C80507 * Exp. 3-31-15 CITY OF BAKERSFIELD q CIVIL 1501 TRUXTUN AVENUE TF OF CA��FO� BAKERSFIELD CA 93301 F REVISIONS No. DA TE DESCRIP TION 1 / / 2 / / 3 / / SEE PLANS FOR LOCA TI l __ NOT TO SCALE PHASE Afo.3' III STREET AND OF CONSTRUCTION F VARIES VARIES F SOUTH BOUND NORTH BOUND PHASE 3 PHASE 4 18' VARI ES 2'-14' WIDTH & LOCATIONS VARIES PHASE 2 PHASE 1 12 Min . SEE PLAN VARIES 18' CHANNELIZING 6 -` DEVICE SEE STREET PLANS _j FOR PAVING LIMITS GOSFORD ROAD CONSTRUCT/ON PHASING SEE PLANS FOR LOCA FINAL PA VEMENT STAGE NOT TO SCALE PHASE No.4 12' MINIMUM TRA VFl /A NF NOT TO SCALE FOURTH 0.20 LIFT — WIDTH VARIES THIRD 0120 LIFT — WIDTH VARIES SECOND 0.20 LIFT — WID TH VARIES FIRST 0.20 LIIFT — WIDTH VARIES PHASE No. 2 AND 4 S TA GE RED PA VEMENT S TA GING NOT TO SCALE NOTE: PAVEMENT (0.67' HMA) ON GOSFORD ROAD FROM WHITE LANE TO ARVIN-EDISON CANAL (STA 0+69 TO STA 12+27) SHALL BE DONE IN THREE (3) STAGGERED LIFTS. PAVEMENT JOINTS ON THE FINAL LIFT SHALL BE ON LANE LINES. 1 File Name.• RSTP Gosford Road Drawn: JOE CA TALAN PAVEMENT REHABILITATION 2014--2015 RSTP= SHEE T NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: T5K201 Engineer: JOE CATALA Date: Nov. 5, 14 Checked By.• GOSFORD ROAD FROM WHITE LANE TO MING AVENUE 8 OF 8 0 1 2 3