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HomeMy WebLinkAbout6.1-1869, 1 291 v; 3 91 392`5 Ru"SEDALE Hl u" HWA BAKEnoH.. 'P" #18-'391 CAL TRANS STANDARD PLANS 1. THE FOLLOWING CAL TRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF CAL TRANS STD. PLAN DESCRIPTION � RSP A 88 CURB RAMP DETAILS 1. THE FOLLOW/NG CITY OF BAKERSF/ELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST ED/TION THEREOF, 9-28-19, UNLESS OTHERWISE NOTED) CITY STD, NO. DESCRIPTIO 2 ST -1 CURB AND GUTTER TY 'Y' 3 ST -5 6.5' C I T1 SIDEWALK ¢ ST -3 COUIVERCIAL CURB RETURNAND GROSS CUTTER 5 ST -4 COIVIVERCIAL DRIVE APPROACH — TYPE 6 ST -1O CURB RAMP DETAILS 7 ST -11 PA UE ENT PA TCHES 8 ST 12 TRENCH BACKFILL & COIVPACTION REQUIREMENTS 9 ST -2J STREET LIGHT 70 ST -24 STREET LIGHT BSE PLATE DETAILS 71 ST -25 STREET LIGHT PULL BOX DETAILS 72 D— 14 CA TCH BASIN— TYPE 'A " MA TERIALS LIST ESTMA TED QUA NT/T/ES, NOT TO BE USED FOR BIDDING PURPOSES. QUANTITY OF MA TERIA L S 7 CURB &GUTTER 7,450 FT 2 SIDEWALK 6,7J7 SQ FT 3 AC PAVING 475 TONS ¢ CL 11 AGGREGATE BASE 408.5 CU YDS 5 SUBGRADE COMPAC%lON 27,57J SQ FT 6 SAWCUT 1,410 FT 7 RELOCATE SIGNS 2 EA 8 CURB RAMPS 1 EA 9 CROSS GUTTER 500 SQ F7 70 STRIPING 210 FT 71 ST -4 ORIVEW,4 YS 5 EA 72 GRAIN INLET 7 EA 73 GIBBON ST +931 LF (LOCAL COMMERCIAL/�NDUSTRIAL) 74 MARRIOTT DR f392 LF (LOCAL COMMERCIAL/INDUSTRIAL) THE ' ' BRASSOM THE TOP OF A • NORTHERLYEND OF THE WALKWAY...BRIDGE CROSSES RQUADRANT OF (ROSEDALE HWY.) MORE PARTICULARL Y DESCRIBED WITHIN NGS DATISHEET FOR SAID STATION ELEVATION- 399.97' (NASD 88 -CONVERSION FROM METERS TO DECIMAL FEET THE LOCAL BENCHMARK FROM THE TOP OF A BRASS CAP 1` OF G18SON STREET ■ MARKED MARRIOTT THE BASIS A' -OR THIS SURVEY IS TAKEN f ' DRIVECENTERLINE OF IVARRI07T O, IYONUIVLENTS AS ImoTHE ► INTERSECTION/ MA" DRIVE AND 750.2J FEET EAST // INTERSECTION BEA RING OF S89 ' 14 10 1 "t A S SHO WN ON RECORD OF SUR VEY FIL ED BOOK 2J AT PAGE 4 OF SURVEYS IN THE OFFICE OF THE KERN COUNTY RECORDER � N I■/�,�//����%/lJ!f!/fly ALL THAT PORTION OF • ) r ) •) IN THE CITY OF BAKERSFIELD, COUNTY OF KERN ST OF ) DESCRIBED AS BEGINNING AT A POINT ON THE SOUTH LINE OF THE COUNTY ROAD WHICH BEARS SOUTH 0' ) WEST) JO FT AND SOUTH ) IJ232 FT FROM THE NW CORNER OF SAID ; THENCE ALONG THE SOUTH LINE OF SAID ) 1 EAST:J89.80 )• THENCE SOUTH 0' 18' WEST THENCE NORTH 89' 50' • J ROAD;WEST J89.67 FT TO THE CENTER LINE OF A FORTY FOOT THENCE ALONG THE CENTER LINE OF SAID FORTY FOOT ROAD,NORTH 0' ) EAST 9JJ.40 FEET TO THE POINT OF . HIGHWAYEXCEPTING THEREFROM THE INTEREST CONVEYED TO THE CITY OF BAKERSFIELD BY STREET RIGHT OF WAY DEED RECORDED MARCH 24, 2004 AS DOC 1020406J865, KERN COUNTY OFFICIAL RECORDS. ADDRESS SOUTHEAST CORNER OF ROSEDALE APN t STI - TITLE SHEET STA 10-k54.15 TO STA 19*30.98 STJ - MARRIOTT DRIVE IMPROVEMENTS STA o 86 TO STA IJ*91.12 ----------------- ? \ 14 { 22 3 .VICINTIY SII THESE Pt A NS A NO SPECIFICA TIONS WERE PREPA RED 8 Y IVE OR UNDER M Y DIREC TION, A NO TO THE BES T OF m Y KNOKEDGE AND 8alff COIVP� Y WITH CITY OF BAKERSFIED ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND .. 01VISSIONS OR OTHER VIOLA TIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONS TRUC TION SHA L L BE CORREC.... APPROVED BY: ROBERT T SWANSON )-l" V APPROVED BY: � DATE REVIEWED BY.• TRAFFIC ENGINEER DATE RYAN STARBUCK REVIEWED BY.- ASSISTANT PUBLIC f NOTE.' 7. 24 HOUR INSPECTION NOTICE -PRIOR TO THE START OF ANY PHASE OF CONS 77?UCTlON, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAYBE NOTIFIED AT (661) 326-3049. 2. COMPACTION TEST NOTE -COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONIRA CTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. J. ALL WORK IN CITY RIGHT-OF-WAY SHALL BE DONE UNDER AN OPEN STREET PERMIT. h k F U Q- .......... 2 1V0NU!YE!N T STA 10*00 GISSON ST' STA 10-f 00 MARRIOTT DR P I 9 PROPOSED S7REET LIGHT 1EL 147 STREET LIGHT EASEMENT PER DOC. 1220088605 APN.- JJ2-2JO- 12 I PA R CEL 2 PIV 6947 APN.- JJ2-2JO-42 PA R CEL I PIV 6947 APN.- JJ2-2JO-41 PC (E) CURB & GU TTER Lc') cr) Lr� (E) DRI VFWA Y (E) DR/ VEWA Y (E) CURB & GUTTER I C-) e -z ��: 2 Fri -T-j E -D (E) DRIVE WA Y (E) Ep y aleiuluj — I-ju TA ZEN T = JO. 09 PER DOC. 1220027442 Rlw Rlw PEDES TRIA N 30' 30' EA SEVEN T PER DOCII 220025496 22' 8' 24' 6 1. 125' 20 EP o' 'z O.J'AC 2% — J7o 2% MAX VARIES . . ......... . .... 0. J5' CL A GG. BASE 6.5' C01V51NA TION SIDEWAtK SA WCU T AS DIREC TED I' NA T1 VE @ 9 57o PER C. 0. B. - ST -5 SY CIT� ENGINEER T YPE '�g " CURB & GIBSON STREET — TYPICAL SECTION GU TTER PER C. 0. B. S T— I STATION 10*54.15 TO 19*JO.98 SCAIE.- NTS SHEET ST -J f -OR OF fL-OWLINE TO NEW 402 401 400 J99 J98 J97 J96 PER DOC. 1220025496 SYMBOLS EX. POWER POff & DOWN GUY - - ------------- ................... EX OVERHEAD ELECTRICAL EX DRAIN INLET RISER k EX STORY DRAIN MANHOLE ........... .. . . . ............ ...... . ..... EX. STORY DRAIN MAIN EX. SA NI TA R Y SEWER IVA NHOL E ............. . . . ............. . .. . . .............. EX. SEWER MAIN EX. FIRE HYDRA N T EX WATER VALVE EX. WATER METER iyAvi . . .............. . . . . ........ W ................ EX WATER IVA IN 0 EX. BOLLARD EX POWER POLE EX. CENTER LINE EX. RIGHT Of A Y ....................................... EX. CURB & GU TTER r-flVr-V.JLL1 011ALL/ LIV"I #I�LITU S7PEET LIGHT EASEMENT PER DOC. 1220088605 CONC A. C. EX TYP. CL DWY FL BCR ECR f -G GB P/ TP Ep Ec Bc P/ vc Po vc B vc E vc PRC Pcc C. 0. K. C. 0. B. LEGEND PER DOC. 1220025496 CONCRETE A SPHA L T PA V51VEN T EXISTING TYPICAL CSN TER LINE DRI VEAA Y f 1 OWL INE BEGIN CURB RETURN END CURB RETURN f -INISHED GRADE GRADE BREAK POIN T Of - IN TERSEC TION TOP Of' PA VEIVEN T EDGE Of - PA VEIVEN T END CUR VE BEGIN CURVE POINT OF INTERSECTION VERTICAL CURVE POINT OF VERTICAL CURVE BEGIN VER TICA L CUR VE END VERTICAL CURVE P OIN T Of' REVERSE CUR VA TURE POINT Of - COMPOUND CUR VA TURE COUNTY OF KERN Cl T Y OF - 5A KERSf -IEL D SA WCU T 0. JO " A. C. PA VEIVEN T / 0. 4 0 -' CL A GG. BA SE 1; NA TI VE COMPA C TED 957o (77 61 R = 60 T = 1.5y PER C. O.B. STD ST -IJ) o" CITY OF BAKERSFIELD RIGH T- OF- WA Y DEDICA 77ON IN FA VOR OF THE CITY OF BAKERSFIELD ALONG ROSEDALE HWY PER DOC. 1220060435 4 " DOUBLE— YELLOW LINE PER DE T. 22 OF CA L TRA NS S TD f AN A20A IN TERSEC TION ROSEDALE HWY & GIBSON ST 8 " WHI 7F L INE PER DE T. J8 STA 20-f2J.5J OF CAL TRANS S7D PLAN A20D OHE OHE 8 j N A20DY CASLE PB R R TYPE V11 (L)A OWPER CAL TRANS STD PLAN A24A TYP. OHE 127 LF OF I "LIMIT LINE TYPE IV, ARROW PER CAL 10 TRANS S7D PLAN A24A TYP. INSTALL R26(CA) WO PARKING ANYTIME SIGN PER CA YUTCD 2014 I �- CAL TRANS CONSTRUCTION NOTES HORIZONTAL 17-40 (D ADJUST (E) UTILITIES TO GRADE VER 77CA L 1 "=2' CONSTRUCT COMMERCIAL DRIVEWA Y PER CITY OF BAKERSFIELD STANDARD ST -4 CONSTRUCT 6.5' COMBINA TION TYPE SIDEWALK PER CITY OF BAKERSFIELD STANDARD ST -5 CONSTRUCT STANDARD CURB RAMP PER CITY OF BAKERSFIELD STANDARD ST -10 CONSTRUCT COMMERCIAL CURB RETURN PER CITY OF BAKERSFIELD STANDARD ST—J 6 C 0 ORDINA 7F W1 TH P G&L - TO RSIV 0 VEIREL 0 CA TE (L )- P 0 WER P OL f -S COORDINA TF W1 TH A T& T TO A DJUS T (E) IVA NHOL E TO GRA DE CONSTRUCT TYPE Y CURB AND GUTTER PER CITY Of- BAKERSFIELD STANDARD ST -1 CONSTRUCT J. 5' WIDE TYPE A' CATCH BASIN PER CITY OF BAKERSFIELD STANDARD D-14 RSL 0 CA Tf - (E) SIGN PUBLIC STREET RIGHT OF WA Y IN FA VOR OF THE CITY OF BAKERSFIELD PER DOCUIVENT NO. 020406J865 O.R. 9150 lo -boo //*00 12* 00 /J*00 14100 15*00 *SLOPE AROUND NEW CURB RETURN GISS ON S TREE T EAST FLOW�INE A L L S TA TI ONIN G IS BA SED ON CEN TERL INE DISTANCES UNLESS OTHERWISE NOTED 16*00 17*00 18-7L 00 19-7L 00 402 401 400 J99 J98 J97 J96 20*00 OHE OHE OL z X ui RIGHT -OF -WA Y DEDICA TION PER DOC. 1220027442 CURVE DA TA: d = 90' 10' 19" LENGTH = 47.21' RADIUS = 30' TANGENT = 30.09 MONUMENT STA 10*00 MARRIOTT DR STA 10f 00 GIBSON ST Lj L OCAL BY: FOUND 2 " BC RCE 17564 ELEEV. = 398.10 (E -) DRl VE WA Y --- CURVE DA TA: - A = 88' 53' 25" LENGTH 47' RADIUS = 30.5' TANGENT = 29.75 SEE DET 1 ON THIS SHEET FOR CURB RETURN REPLACEMENT PROPOSED STREET LIGHT JEL 147 20' WIDE FLOWAGE AND STREET LIGHT EASEMENT DRAINAGE EASEMENT PER DOC. #220088605 PER DOC. 1220021365 PEDESTRIAN WALKWA Y EASEMENT PER DOC. 1220025496 9 .:':'° �` ,10 c.; E� 6 CLF C 3 3 E�16 a 3 ............................. ... . ......................I::::::::'::::'::.'::......:........................................................................................................................................ ::.:::...:..:::.::...:......:::.:: :::.::..............:.::.::':.:::.:::.:::.:::.:..:.:::.:::.:::.:::..•:::::::..::.::::.:::::::::::.::..::.:::.::.:::::::.::::::..:::::::::::.':::.:::::::.:.:.:..':....'::.'.'::.':::.':::.'.::..::..::..::.:::..::::::.:::::::..:.: '. . .............................................. . .......................................... :::.:::.:.:..:::.:..... :::.. 5 ::::::.:...::......................::..:::::'::::::::::.':::.::.' ::::.:::.:::.:::. 8 -........... 3. s .... ........s .............. . . 5� � 9 -''':_ - - - - - �: .,� �_---..... .,v ...., i ... .. 9 6 11-f00 MARRIOTT N89 1 01 :•:.•: •:.':: •.:'.�.'::.'.'::....: SIVE 13f00 W 770.09 �4f00 w t (\ ::: :::::: (E) CROSS—GUTTER Q E CURB AND GUTTEA'`- �o w w 0 0 o w {:::::::::::::::.:: ►.r, 8 PVC WA TER •I ::':� :':::•: •• ::::� N ice., N Qc) c� Qy* om. coo Q v (E) STREET SIGN I PROPOSED STREET LIGHT TEL 146 STREET LIGHT EASEMENT PER DOC. 1220088605 �v a� hErtl /1� p • t _' ...... ............... • . ..... .. .mss .• ...... ..... : L •. 4 S�. 13 v C c5% f" I •6 . .............. ... i. , ...... .........v U / . r. ........... .... ...... ...... . ':.. ': .':.....:.'....... .................. :....:::......::: .................... , -- _._....__.......__ �l .....\................... rr'9 ...... c� >: S _. '::...:..: i:.::.::::.:::.:.::. 9 MA TC # 901 Tc MATCN i : r FL..__.._ .................... __..._...._......._.._.__........... ..... ................... ...__... ..._ ......___._.... _ __........__.._. ............. _._......... ._................... _. t ~ 1 98 \ 9 1;.:. REMOVE (E) CURB AND CROSS—GUTTER. :: :. ; t; (E) SIDEWALK/CURB RAMP TO REMAIN. 399 co INSTALL NEW CURB AND GUTTER PER COB STD ST -10. NEW TC TO 9�Cti MATCH (E) SIDEWALK NEW CURB RETURN ST E E E HIGH POINT OF AC A YEMEN (E) EDGE OF PA VEM T PRO OSED NORTH FL OWLINE ........................................................................................................................................................................................................................................................................................................................................................................................................................................................ 400 I 398 .........._^_- N .......... _... _............... :cd 397 R/W R/W TYP. TYPICAL CL 396 DWY SYMBOLS FL Ft 0WLINE BCR 395 ECR END CURB RETURN PEDESTRIAN I , 30 30 GRADE BREAK EX. POWER POLE & DOWN GUY EASEMENT PER DOCIf 220025496 N TOP OF PA VEMENT .::.............................................. EX. OVERHEAD ELECTRICAL I 6 BC 24' ' 24' 6' PO VC N r EX. DRAIN INLET RISER EVC END VERTICAL CURVE PRC I HORIZONTAL 1`40' C.x EX. STORM DRAIN MANHOLE C. 0. K. COUNTY OF KERN C. 0. B. Cl TY OF BAKERSFIELD VERTICAL 1-2 :; EX. STORM DRAIN MAIN 1.125' I ........................................................................................_._...._._.. I EX. SANITARY SEWER MANHOLE N _...._._._._._.-____.._._._ s; .._.... _.._____.__.__ EX. SEWER MAIN I E w ° L EX. FIRE HYDRANT I i 2% i 0.25 A. C. 2� 37 I , �J EX. WA TER VA VE MAX VARIES r�r rrrrr rzirrr2rrlrxrzrurrrr zrzr rrrrr. rrrrrr rrrzr�rrrlxxrrrrztm�xrrirn�zxrrrz — .. - ....... __..._ 0 EX. WATER METER rrrrrz�urr _ .._ j wEX. WA TER MAIN 6.5' COMBINA TION SIDEWALK 0.35' CL 11 A GG. BASE (E) SIDEWALK U Q EX. BOLLARD PER C. 0. B. ST -5 SA WCUT AS DIRECTED I' NA TI VE @ 957 BY Cl TY ENGINEER (E) CURB & GUTTER 1--0-) EX. POWER POLE TYPE B' C&G - - - EX. CENTER LINE PER STANDARD ST -1 rB--� MARRIOTT DRIVE - TYPICAL SECTION - - - _......_...._..._........_-_ - EX. RIGHT OF WA Y . _. ___ o JTJ STATION 10f 33.86 TO 13f 91.12 . ........... ...___...._._...._._..........__._....____.._...._._.._......__...__.-....__...._ EX. CURB &GUTTER SCALE.- NTS E E E HIGH POINT OF AC A YEMEN (E) EDGE OF PA VEM T PRO OSED NORTH FL OWLINE ........................................................................................................................................................................................................................................................................................................................................................................................................................................................ 400 I 398 .........._^_- ....... .......... .......... _... _............... :cd 397 EX. EXISTING TYP. TYPICAL CL 396 DWY W FL Ft 0WLINE BCR 395 ECR END CURB RETURN FG 1Of00 GB GRADE BREAK P/ POINT OF INTERSECTION N TOP OF PA VEMENT N EDGE OF PA VEMENT N W END CURVE BC N PI VC N PO VC N BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE PRC POINT OF REVERSE CUR VA TURF PCC POINT OF COMPOUND CUR VA TUBE C. 0. K. COUNTY OF KERN C. 0. B. Cl TY OF BAKERSFIELD N w ao 6) '--j 0 0 Q Q Qk: Q Q U Q pp 4 U E E E HIGH POINT OF AC A YEMEN (E) EDGE OF PA VEM T PRO OSED NORTH FL OWLINE ........................................................................................................................................................................................................................................................................................................................................................................................................................................................ 400 I 398 .........._^_- ....... .......... .......... _... _............... :cd 397 EX. EXISTING TYP. TYPICAL CL 396 DWY W FL Ft 0WLINE BCR 395 ECR END CURB RETURN FG 1Of00 GB 18"MllRCI ©0.2 m nni_ ci nae inie 11 f 00 I2* 00 MARRIOTT DRIVE NORTH FLOWLINE STA 10*54.16 � = STA 10f54.16 I3� 00 14100 402 401 400 399 398 397 396 395 SA WCUT LEGEND CONSTRUCTION NOTES Oj ADJUST (E) UTILITIES TO GRADE. CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF BAKERSFIELD STANDARD O ST -4 CONSTRUCT 6.5' COMBINATION TYPE SIDEWALK PER CITY OF BAKERSFIELD OO STANDARD ST -5 CONSTRUCT STANDARD CURB RAMP PER CITY OF BAKERSFIELD STANDARD 0 ST -10 CONSTRUCT COMMERCIAL CURB RETURN PER CITY OF BAKERSFIELD 5O STANDARD ST -3 6O COORDINATE WITH PG&E TO REMOIiE/RELOCA TE (E) POWER POLES. O7 COORDINATE WITH AT&T TO ADJUST (E) MANHOLE TO GRADE O CONSTRUCT TYPE B' CURB AND GUTTER PER CITY OF BAKERSFIELD STANDARD ST -1 O CONSTRUCT 3.5' WIDE TYPE A' CATCH BASIN PER CITY OF BAKERSFIELD STANDARD D-14 10 RELOCATE (E) SIGN y y NEW SEWER MANHOLE PER C.O.B. STD SW -3. UTILITIES PER SEPARATE PERMIT CONC CONCRETE A. C. ASPHAL T PA VEMENT EX. EXISTING TYP. TYPICAL CL CENTER LINE DWY ORI VEWA Y FL Ft 0WLINE BCR BEGIN CURB RETURN ECR END CURB RETURN FG FINISHED GRADE GB GRADE BREAK P/ POINT OF INTERSECTION TP TOP OF PA VEMENT EP EDGE OF PA VEMENT EC END CURVE BC BEGIN CURVE PI VC POINT OF INTERSECTION VERTICAL CURVE PO VC POINT OF VERTICAL CURVE BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE PRC POINT OF REVERSE CUR VA TURF PCC POINT OF COMPOUND CUR VA TUBE C. 0. K. COUNTY OF KERN C. 0. B. Cl TY OF BAKERSFIELD 0.30' AC. PAVEMENT/ 0.40' CL 11 ........... AGG. BASE / 1' NATIVE COMPACTED TO 957' (Tl = 61 R = 60, T = 1.5' PER C. O.B. STD ST -13) CITY RECORDS NO.: 3 romi o • v Qc + N O c^ Z � Q \ W U �: 'j W + o �u OC W DC !— W m W Z a W [®� v, o F� o N 0 o 0 V \ O m v� u W �\ J W o� m W z I O v C.� o� o� W.. o 0 N ......................... . 3 ........................... 3 romi o • v Qc + N O c^ Z � Q \ W U �: 'j W + o �u OC W DC !— W m W Z a W [®� v, o F� o N 0 o m c� W z z Lu N w 0 0 rz 4 U o N O o z o o � 3 romi o • v Qc + N O c^ Z � Q \ W U �: 'j W + o �u OC W DC !— W m W Z a W [®� v, o F� o N 0 o GENERA L NO TES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LA TEST EDI TION, AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WI THIN THE CI TY RIGHT -OF- WA Y OR CI TY EASEMENTS SHALL BE IN A CCORDA NCE WI TH Cl TY OF BAKERSFIELD STANDARDS AND STA TE OF CALIFORNIA, DEPARTMENT OF TRA NSPORTA TION STANDARD SPECIFICA TIONS, LA TEST EDI TION. THESE STANDARDS, DRAWINGS, AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COP Y FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF- WA Y. UNLESS SECURED B Y A SUBDI VISION AGREEMENT, SECURI TY BASED ON AN APPRO VED ENGINEER'S ESTIMA TE FOR THE WORK PERFORMED WI THIN THE STREET RIGHI- OF- WA Y AND APPRO VED INSURANCE SHALL BE PROVIDED POSTED PRIOR TO ISSUANCE OF A PERMIT 4. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A PERMIT WITH APPROPRIA TE SECURITY AND INSURANCE HAS BEEN OBTAINED. 5. 24 HOUR NOTICE- PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION SECTION AT LEAST 24 HOURS NO TICE; THE SECTION MAYBE NOTIFIED AT (66 1) 326-3049. 6. THE CONTRA CTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DA TA, AND MEASUREMENTS A T THE BUILDING SI TE PRIOR TO CONSTRUCTION. DO NOT SCALE DRA WINGS. WRI TTEN DIMENSIONS ON THESE DRA WINGS SHALL HA VE PRECEDENCE 0 VER SCALED DIMENSIONS. SWANSON ENGINEERING, INC., MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRA WINGS. 7. EXISTING UTILITY AND UNDERGROUND LINES HA VE BEEN SHOWN ON THIS PLAN ACCORDING TO A VAILABLE RECORDS. THE ENGINEER IS NO T RESPONSIBL E FOR POSSIBL E ERRORS OR OMISSIONS. THE CON TRA C TOR IS RESPONSIBL E FOR VERIFI CA TION OF THE L OCA TION AND DEPTH OF ALL UTIL I TIES PRIOR TO BEGINNING ANY WORK UNDERGROUND SERVICE ALERT SHALL BE CONTACTED A T LEAST TWO (2) WORKING DA YS PRIOR TO ANY CONSTRUCTION OR EXCA VA TION (U. S. A. - 0 11 8. ANY EXISTING IMPRO VEMENTS OR UTILI TIES THA T ARE REMO VED, DA MA GED, OR UNDERCUT BY CONTRACTOR'S OPERA TIONS SHALL BE REPAIRED OR REPLA CED A T THE CONTRACTOR'S EXPENSE, AS DIRECTED B Y THE ENGINEER AND APPRO VED B Y THE GO VERNING AUTHORITY. 9. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIA TEL Y PRIOR TO ANY FURTHER WORK. 10. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 11. ALL WORK WHICH IS DEFECT/ VE IN I TS CONSTRUCTION OF DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRA WINGS AND SPECIFICA TIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSA TION WILL BE ALL OWED FOR SUCH CORRECTION. 12. THE CONTRACTOR AGREES THA T HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILI TY FOR JOB SI TE CONDI TIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT- INCLUDING EROSION, SEDIMENTATION, AND DUST CONTROL PLAN, STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTA TION, AND THE SAFETY OF ALL PERSONS AND PROPERTY; THA T THIS REQUIREMENT SHALL APPL Y CONTINUOUSL Y AND NOT BE LIMI TED TO NORMAL WORKING HOURS; AND THA T THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT; EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRA WINGS, HE SHALL SUBMI T A WRI TTEN REQUEST FOR AN INTERPRETA TION OR A CORRECTION THEREOF, PRIOR TO COMMENCING CONSTRUCTION. 14. SWANSON ENGINEERING, INC., WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY SWANSON ENGINEERING, INC. 15. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND L OCA TION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 16. PRIOR TO PA VING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THA T CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DA YS PRIOR TO PA VINE 17. INSTALL RAISED BL UE MARKERS IN STREETS A T ALL FIRE HYDRANT L OCA TIONS PER FIRE DEPARTMENT REQUIREMENTS 78. LUMINAIRES SHALL BE SOLID STATE LIGHT ADMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS C.0.8. STREET IMPROI/EMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST 9,;."/Z. 3 THE CONTRACTOR SHALL REMO VE OR REL OCA TE ALL OBSTRUCTIONS WI THIN THE STREET RIGHT -OF- WA Y AS DIRECTED B Y THE CITY ENGINEER. 4. ALL STREETS HA VE BEEN DESIGNED USING A MINIMUM 'R" VALUE AS STA TED IN THE SOILS REPORT SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMA TION. SHOULD FURTHER TESTING SHOW A LOWER 'R" VALUE OF THE ACTUAL IN PLACE MA TERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE L OWER 'R" VA UE, IN ACCORDANCE WITH THE Cl TY ENGINEER. 5. RELA TI VE COMPA CTION OF NO T LESS THAN 957 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BEL OW GRADING PLANE FOR THE ENTIRE WIDTH OF PA VEMENT (LIP OF GUTTER TO LIP OF GUTTER. IN ADDI TION, RELA TI VE COMPACTION OF NOT LESS THAN 957o SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWA YS FROM LIP OF GUTTER TO LIP OF GUTTER. 6. THE CONTRACTOR SHALL OBTAIN 907 RELA TI VE COMPACTION UNDERNEA TH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6". THE L OCA TION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILI TY OF THE DE VEL OPER. THE NUMBER AND L DCA TION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF CEMENT AND HA VE A MAXIMUM WA TER/CEMENT RA TI0 OF 0.50. 9. ASPHAL T REJU VENA TING AGENT SHALL BE APPLIED TO NEW ASPHAL T CONCRETE PA VEMENT IN ACCORDANCE WI TH THE PROVISIONS FOR FOG SEAL IN SECTION 37 BITUMINOUS SEALS, OF THE STA TE DEPARTMENT OF TRA NSPORTA TION STANDARD SPECIAL PROVISIONS CURRENTL Y IN EFFECT, AS DIRECTED 8Y THE Cl TY ENGINEER. C.O.B. STREET IMPROVEMENT NOTES, CONT 10. NEW STREETS SHALL BE EXTENDED A T INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TF -IN TO EXISTING STREET PA VEMENT. 71. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE 0 0s EACH LATERAL. 72. ELE!/ATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKlNSG SERIES BOL T AND VANDAL PROOF NUT ASSEMBL Y OR EQUAL. ROADSIDE SINS INSTALLED PER CITY STANDARD DETAIL T-2SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK EDGE. 15. MAXIMUM SL OPE RA TIO FROM SA CK OF SIDEWA L K TO FA CE OF WA L OR S TRUC TUBE SHAL L BE 4: 1, EXCEP T FOR 2' BEHIND THE SIDEWALK WHERE THE MAXIMUM SL OPE SHALL BE 27 AL TERNA TI VEL Y, THE CI TY ENGINEER MA Y APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 16. ANY I TEMS IN THE PUBLIC RIGHT -OF -WA Y THA T ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 1 17. PRIOR TO PA VING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THA T CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDI TIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMI TTED TO THE Cl TY FOR APPRO VA 10 DA YS PRIOR TO PA VINE 18. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTERS SHALL BE CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED TO 957 OF MAX. DRY DENSI TY AS DETERMINED BY ASTM D-1557 TO A DEPTH OF 1.0' BELOW TOP OF SUB GRA DE AND 1.0' TO EACH SIDE OF APPROACH AND CROSS GUTTER 19. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WI THIN EXISTING ACCEPTED STREET RIGHT -OF- WA Y. UNLESS SECURED BY AN IMPRO VEMENT AGREEMENT, APPRO VED INSURANCE AND SECURI TY BASED ON AN APPRO VED ENGINEER'S ESTIMA TE FOR THE WORK PERFORMED WI THIN THE RIGHT -OF- WA Y SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMI T. C. 0. B. ASPHAL T CONCRETE PA VING NO TES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHAL T CONCRETE " OF THE CAL TRANS STANDARD SPECIFICA TIONS AND THESE SPECIAL PROVISIONS 2. PRIOR TO THE ADDI TION OF ASPHAL T BINDER, THE COMBINED MINERAL AGGREGA TE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHAL T CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, 'A GGREGA TE, " OF THE STANDARD SPECIFICA TIONS FOR 3/ " MAXIMUM, MEDIUM GRADING. 3. ASPHAL T BINDER FOR TYPE A (MODIFIED) ASPHAL T CONCRETE AND TYPE B (MODIFIED) ASPHAL T CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHAL T UNLESS O THER WISE DIRECTED B Y THE Cl TY ENGINEER. THE ASPHAL T BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHAL T BINDER, IN SECTION 92-1.02(B), "GRADES, " OF THE STANDARD SPECIFICATIONS 4. THE AMOUNT OF ASPHAL T BINDER TO BE MIXED WI TH THE MINERAL AGGREGA TE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MA TERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHAL T BINDER SHALL, BE APPRO VED BY THE Cl TY ENGINEER. 5. A T LEAST 14 DA YS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPRO VAL. A. A LIST OF AGGREGA TE AND ASPHAL T SOURCES. B. DOCUMENTA TION VERIFYING THA T THE AGGREGA TES TO BE INCORPORA TED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, 'A GGREGA TE, " OF THE STANDARD SPECIFICA TIONS AND THESE SPECIAL PROVISIONS. MA TERIAL SIEVE ANAL PSIS AND SAND EQUI VALENT TEST RESUL TS SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESUL IS SHALL NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHAL T CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORA TDR Y TEST RESUL TS ON WHICH THE DESIGN IS BASED SHALL BE SUBMI TTED WI TH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, 'A GGREGA TE, " OF THE STANDARD SPECIFICA TIONS AND THESE SPECIAL PRD VISIONS. IF THE DA TA SUBMI TTED SHOWS THA T THE MA TERIALS ARE SUBS TANTIALL Y THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MA Y BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHAL T CONCRETE PA VEMENT IS TO CONFORM TO EXISTING PA VED SURFACES, THE EXISTING PA VEMENT SHALL BE SA WCUT. 7. A PRIME COA T WILL NOT BE REQUIRED ON NON -PA VED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHAL T CONCRETE• HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE, " OF THE STANDARD SPECIFICA TIONS SHALL BE MET 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CL OSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO A VOID TRACKING BINDER MA TERIAL ONTO THE EXISTING PA VEMENT SURFACE BEYOND THE L TS OF CONSTRUCTION. 9. PA VING JOINTS SHALL MA TCH STRIPE LOCA TIONS UNLESS OTHERWISE PERMI TTED BY THE Cl TY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AND GRADED AS DIRECTED BY THE CITY ENGINEER OR CITY INSPECTOR. ADDI TIONAL ASPHAL T CONCRETE SHALL BE PLACED A T ROAD CONNECTIONS AND PRI VA TE DRI VES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LA YER OF ASPHAL T CONCRETE IS 0.15 FOOT OR LESS, PA VING OPERA TIONS SHALL BE CONDUCTED IN SUCH A MANNER THA T, A T THE END OF EACH WORK SHIFT THE LENGTH OF PA VEMENT AL ONG THE L ONGI TUDINAL DROP- OFF BETWEEN ADJA CENT LANES IS NO T GREA TER THAN THA T WHICH CAN BE SURFA CED DURING THE FOLL OWING SHIFT OF NORMAL PA VING OPERA TIONS. ADDI TIONAL ASPHAL T CONCRETE SHALL BE PLA CED AL ONG THE TRANSVERSE DROP-OFFS ON EA CH LANE. SUCH ADDI TIONAL ASPHAL T CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY. CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MA Y BE PLACED UNDER THE CONFORMS TO FACIL/ TA TE THE REMOVAL OF THE CONFORMS WHEN PA VING OPERA TIONS RESUME 12. WHERE THE COMPACTED THICKNESS OF A LA YER OF ASPHAL T CONCRETE IS MORE THAN 0.15 FOOT PA VING OPERA TIONS SHALL BE CONDUCTED IN SUCH A MANNER THA T THE LA YER OF ASPHAL T CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRA VEL ED WA Y BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. A T THE END OF EACH WORK SHIFT THE DISTANCE BETWEEN THE ENDS OF A LA YER OF ASPHAL T CONCRETE ON ADJACENT LANES SHALL NOT BE GREA TER THAN 10 FEET. ADDI TIONAL ASPHAL T CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDI TIONAL ASPHAL T CONCRETE SHALL BE HAND RAKED AND COMPA CTED TO FORM TEMPORAR Y CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MA Y BE PLACED UNDER THE CONFORMS TO FA CIL/TA TE THE REMO VAL OF THE CONFORMS WHEN PA ONG OPERA TIONS RESUME. C. 0. B. ASPHALT CONCRETE PA VING NOTES CON T 13. ASPHAL T CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041, IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN -PLA CE DENSI TY OF AN Y L 0 T OF ASPHAL T CONCRETE IS LESS THAN 92 PERCENT OR GREA TER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSI TY, THE CONTRACTOR WILL BE AD VISED THA T THE REQUIRED RELA TI VE COMPACTION IS NOT BEING A TTAINED AND THA T THE MA TERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT ASPHAL T CONCRETE SPREADING OPERA TIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THA T WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE THE ASPHAL T CONCRETE REPRESENTED BY THA T L OT SHALL BE REMO VED AND REPLACED WI TH MA TER/AL THA T MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESUL TS FOR ANY LOT OF ASPHAL T CONCRETE INDICA TE THA T THE RELA TI VE COMPACTION IS EITHER LESS THAN 907 OR MORE THAN 967 THE ASPHAL T CONCRETE REPRESENTED BY THA T LOT SHALL BE REMOVED AND REPLACED WI TH MA TERIAL THA T DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHAL T CONCRETE SHALL BE DETERMINED BY- A. Y A. A PROPERL Y CALIBRA TED NUCLEAR ASPHAL T TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORA TORY TES TING. ZINC STEA RA TE MA Y BE SUBS TI TOTED WI TH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 77. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIE/ED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. /F ABRASIVE GRINDING /S USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THA T THE L ONGI TUDINAL LIMI IS OF GRINDING ARE A T A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PA VEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION, " OF THE STANDARD SPECIFICA TIONS. A FOG SEAL COA T SHALL BE APPLIED TO ALL FINISHED ASPHAL T SURFACES A T THE CONTRACTOR'S EXPENSE THE FOG SEAL COA T SHALL BE EI THER ASPHAL T REJU VENA T/NG AGENT OR ASPHAL TIC EMULSION AS DIRECTED BY THE Cl TY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICA TIONS FOR CLASS 2 AGGREGA TE BASE (CL// AGG BASE CONFORMING TO SECTION 26 OF THE CAL TRANS STANDARD SPECIFICA TIONS, LA TEST EDITION, OR SHALL BE FINE GRADA TION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 507o OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREA TED BASE OR A COMBINA TION OF THOSE MA TERIALS - OTHER RECYCLED BASES SHALL NOT BE ALL OWED. AGGREGA TE BASE SHALL BE COMPA CTED TO A MINIMUM OF 957 OF MAXIMUM DRY DENSI TY. 20. THE PA VING CONTRACTOR SHALL GRADE THE PA ONG AREAS TO THE FOLLOWING MODIFIED CAL TRANS STANDARD SPECIFICA TION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIA TEL Y PRIOR TO PLACING SUBSEQUENT LA PERS OF MA TERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING - A. WHEN ASPHAL T CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABODE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBGRADE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOI/E OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 21. IF THE PROJECT IS SUBJECT TO THE PRO VISIONS OF THE NA TIONAL PDLL UTANT DISCHARGE ELIMINA TION SYSTEM (VPOES, A "NOTICE OF INTENT" (N01) TO COMPL Y WI TH THE TERMS OF THE GENERAL PERMI T TO DISCHARGE STORM WA TER ASSOCIA TED WITH CONSTRUCTION ACTIVITY (WO ORDER2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WI TH STA TE WA TER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTI VI TY. COMPLIANCE WI TH THE GENERAL PERMI T REQUIRES THA T A STORM WA TER POLL UTION PREVENTION PLAN (SWPPP) BE PREPARED, CON TINUOUSL Y CARRIED OUT, AND AL WA YS BE A VAILASLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. IDENTIFICA TION (WDID) NUMBER 5F15088109 HAS BEEN ISSUED BY THE STA TE WA TER RESOURCES BOARD FOR THIS PROJECT. m 7z w z w N w 0 0 � 4 v o N o o °° 0 z 0 0