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HomeMy WebLinkAbout6.1-1724 Record DrawingOFF-SITE STREET IMPROVEMENT PLANS PINE STREET AND PALM STREET ENGINEERS STA7EMENF THESE PLANS AND SPECIRCARONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND 7O RIE BEST OF MY KNOWIEOG£ AND BELIEF COMPLY WTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE AOVSORY AGENCY OR 07YER RENEW BOARD. ANY ERROR$ OMISSIONS OR 07H£R WOLARONS ON BIOSE ORDINANCES STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED. Alr�• y""'" 1--4-17 APPROVED BY R08ERT L SWANSON DATE R.C.E. 43032 (EXP. 03/31/18) APPROVED BY. PUBLIC WORKS DIRECTOR DATE NICOLAS FIDLER R.C.E. 61069 (EXP. 12/31/18) REWFWED BY: TRAFFIC ENGINEER DATE RYAN STARBUCK REREWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE NOTE1. 24 HOUR INSPECT70N NOTICE - PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION; THE CITY CONSTRUC770Y INSPECRON SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTRED AT (661) J26-JO49 2. COMPAC7701V TEST NOTE - COMPACTION TESTS SHALL BE THE RE.9PON5787LITY OF THE DEVECOPER/SUBDINDER/CONTRACTOR. THE NUMBER AND LOCATION Of REQUIRED TESTS SHALL 8E DETERMINED BY THE CITY ENGINEER. GENERA[ NOTES 7. AR CON57PUC77ON SHALL CONFORM TO THIS PLAN, THE CALIFORMA BUILDING CODE, LATEST E9770N, CALTRANS STANDARD PLANS AND SPECIFYCA BONS LATEST EDITION, AND STANDARDS PERTAINING TI£RETO THESE DOCUMEN75 SHALL BE MADE A PART HEREOF. 2 ALL CONSTRUCTION WTHIN THE CITY RIGHT--OF-WAY OR CITY EASEMENTS SHALL B£ 1N ACCORDANCE WTH CITY ON BAKERSFIELD DEVELOPMENT STANDARDS AND OTHER CITY ADOP7E0 POLICIES J. INC CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMI7S BEFORE START OF CONSIRUCRIAL AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE C17Y OF BAKERSFIELD FOR ANY WINK TO BE PERFORMED IN THE EXISTING ACCEPTED STREET RIGHT OF -WAY. UNLESS SECURED BY A SULDMSYON AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED WOLIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REWIRED, SHALL BE PROWOED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE.. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NORCE. THE SECTION MAYW NORRED AT (661) J26-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA, ANO MEASUREMENTS AT THE BUILDING SIT£ PRIOR TO CONSIRUC77ON DO NOT SCALE ORA WINDS. WRITTEN DIMENSIONS ON THESE ORAANO5 SHALL NAVE PRECEDENCE OVER SCALED DIMENSIONS SWANSON ENGINEERING INC MUST BE NORREO OF ANY VARA TONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWNGS & EXISTING UTILITY AND UNDERGROUND LINES HA VE BEEN SHOWN ON I'HTS PLAN ACCORDING TO AVAILABLE RECOROS 7NE ENGINEER ISNOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS THE CONTRACTOR IS RESPONSIBLE FOR l4RIRCATION ON THE LOCATION AND DEPTH OF ALL UNDES PRIOR TO BEGINNING ANY WORK UNDERGROUND SER14CE AL£RF SHALL BE CONTACTED AT LEAST TW17 NOWING DAYS PRIOR TO ANY CONSTRUCRON OR EXCAVA DON (USA. - 1-800-127-2600) 7 ANY EXISTING IMPROVEMENTS OR UTU77ES THAT ARE REMOVED DAMNCEO UNDERCUT BY CONTRACTORS OPERARONS OR DOES NOT MEET CURRENT STANDARDS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE WVERNING AUTHORITY. & TF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER TMMEOATEL Y PRIOR TO ANY FURTHER WRIC 9. THE CONIRACTOR SHALL FURNISH ALL LABOR, M47ERIALS TOOLS EQUIPMENT, AND SUPPASION NECESSARY FOR A COWPLETF AND FUNCTIONAL PRODUCT, 10. ALL WORK NHICH 15 DEFECTIVE IN ITS CON57RUCRON OR DEFICIENT IN ANY OF THE REQUIREMENTS OF IH£SE ORAWNGS AND SPECIRCATONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANWER, AND NO ADDIRONAL COMPENSATION WL BE ALLOWED fGN SUCH COWECRON. 11. NORMAL STAKING AND MARMNG OF THE PROJECT WLL BE SUPPLIED ONLY ONCE ALL RE STAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONIRADIOR. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSRUTY FOR JOB SDE CONDITONS WRING THE COURSE OF CONSIRUCRON OF THIS P am,, INCLUDING £R0S0N, SEDIMENTATION, AND DUST CONTROL PLAN, STORM WATER POLLUTION PRE IIENRDN PLAN IAHPLEAI£NFARON, AND THE SAFETY OF ALL PERSONS AND PROPERTY,, IHA7 THIS REQUIREMENT SHALL APPLY CONTMUW5IY AND NOT BE LIMITED TO NORMAL WORKING HOURS' AND THAT TIE CONTRACTOR SHALL DEFEND, INDEMNKY, AND HOLD THE OMER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECON' WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARSNG FROM THE SOLE NEGLIGENCE OF THE OWNER OR RLE ENGNFER 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF 7HE DRANN95 AND SPECIRCA 17ONS OR FINDS DISCREPA.NCI£S AN OR OMISSIONS FROM THE DRAANGS HE SHALL SUBMIT A INR REN REQUEST FOR AN INTERPRETATION OR A CORRECON THEREON PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. MARMUM SLOPE RARD FROM BACK O` SIDEWALK TO FACE OF WALL OR SIRIJC7URE SHALL BE 4.' 1, EXCEPT FOR HWYD FEET BEHIND THE SIDEWALK IYHER£ THE MAXIMUM SLOPE SHALL BE 1.B ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK 15 COMPACTION TESTS SHALL BE THE PESPON&WITY OF THE DEVEZOPER/SBDIWOER/CONTRACTOR. THE NUMBER AND LOCATION OF REWIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER 2516 PALM STREET BAKERSFIELD, CALIFORNIA 6-10 16. SWANSON ENGNEMING INC WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED OYANG£5' TO OR USES OF RISE PLANS ANY AND ALL CHANCES 70 THEY PLANS MUST RE APPROVED IN WRITING BY SWANSON ENGN££RING IND. 17. THE COMMAC709 IS RESPONSIBLE FOR PROWLING TEMPORARY TRAFFIC CONTROL AS DIRECTED BY THE CITY OF BAKERSTIEW PUBLIC WORKS DEPARTMENT. CITY STREET IMPROVEMENT NOTES 1. ALL IMPROVEMENTS SHALL BE AS REWIRED FOR TYPE A' SURDMSONS AND THE STA 7F ON CALIFORNIA BUSINESS AND HRANSPORTAWN AGENCY DEPARTMENT ON TRANS'ORTATON STANDARD SPECIFICA ROWS CURRENT E&PON, AS MODIFIED AND DETERMINED APPLICABLE BY THE DIRECTOR 2 ALL STREETS NAVE BEEN DESIGNED IN ACCORDANCE WTH THE IRAFRC INDEX AS SHORN ON THE TYPICAL SECTION AND ON IV PLANS J ANY LAVER OF IR' VALUE M47ERIAL SPECIFIED IN THE TYPICAL CROSS-SECTION MAY BE INCREASED IN DEPTH PROWDED THAT THE MATERIAL ABOVE 7HAT LAYER HAS NO LESS THAN THE MINIMUM THICKNESS SHOWN KEY MAP SCALE. 1"-200' 12 PERMANENT TRAFFIC CONTROL SIGNING AND 07H£R SAFETY DEUCES (NOT SHOWN ON THESE PLANS) SHALL BE INSTALLED PER PLANS APPROVED BY THE ENGINEER. 13 RELATIVE COMPACTION ON NOT LESS THAN = SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 05 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAWM£NT (LLP OF GUTTER TO UP OF GUTTER). IN ADDITION, RELATIVE COMPACTION ON NOT LESS THAN 95X SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1, 0 FOOT BELOW RNISH GRADE ON LOCAL STREETS (7.5' TO 25' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARIER/AL HIGHWAYS) FROM UP ON GUTTER TO UP OF GUTTER 14. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERS17ELD PUBLIC WORKS DEPARTMENT FON ANY WORK PERFORMED W IHIN EXISTING ACCEPTED STREET RICHT-GF-WAY. UNLESS SECURED BY AN IMPROWMLNT AGREEMENT, APPROVED INSURANCE AND SECUR17Y BASED ON AN APPROVED ENGINEERS E57WATE FOR THE MW PERFORMED WWN THE RIGHT -GF -WAY SHALL BE POSED PRIOR TO ISSUANCE O' INE PERMIT 15. ALL £AXSW FACILITIES INCLUDING BUT NOT LIM17EO TO STRUCTURES POLES PIPELINES, CCBHDUCTS CANALS, AND APPURTENANCES WHICH ARE CONSIDERED TO BE 085IRUCRONS BY THE CITY ENCLNEU,, SHALL BE RLZOCATED AT THE EX0611S£ OF THE OWNER. & MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A.5.81ASO GG SHALL BE O05 OFA FOOT. 9. INSTALL BLUE PAVEMENT MARKERS AT CENTERUNE FOR ALL FIRE FIMPANT LOCATONS 70. ANY PUBLIC FAmpES /N STREET RIGHT-OF-WAY WNW TFIE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED ALL REWIRE RECONSTRUCTION ON REPAIR AS DETRIONED BY THE CITY ENGNEER. 11. PORT AND CEMENT CONCRETE SHALL BE CLASS J UNLESS ODHERWSE NVOKA TED. ALL CONCRETE SHALL HAVE ALL EXPOSED SURFACES 7REATED WIN A IWIIE PAWINTED CURING COMPOUND (SEE SECTION 90-7.019 ON THE SID SPECS) AFTER FINIS6NG CITY OF BAKERSFIELD STANDARD PLATES I. THE FOLLOWING CITY OF BAKERS7ELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF, 10-16-89 UNLESS 07H£RWSE NOTED) 21. UTILITY VAUL 75 INSTALLED IN SIDEWALK AREA SHALL HAVE NW -SKID WRfACES/LIDS 22 NOTE FOR 95X COMPAC71ON FULL PAWM£NT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACHES 23 NOTE TO STAMP AN 'S'N70 CURB FACE OVER EACH .SEWER LATERAL 24. PRIOR TO PANNE THE DESIGN ENGINEER FOR THIS PRWC7 SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOW IN THE APPROVED PLANS SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO II HE CITY FON APPROVAL 10 DAYS PRIOR TO PA ING IMP,ROWEMEN75 A.0 PAWNG (0.4) 16. STORM DRAINAGE SUMP SHALL NOT BE ALLOWED 70 ACCEPT WATER UN71L SECURED BY PERMANENT 4. ASPHALT CONCRETE SHALL BE TYPE WAND STALL CONFORM TO THE PROVSIONS IN SECTION 37, NO FENCING OR IN THE CASE OF SHALLOW UNFENCED SUMPS NOT UNTIL COMPLIANCE WTl DEPTH AND 90E 120 CY ASPHALT CONCRETE' Or THE STANDARD .SPEC FICA RONS AND THESE SPECIAL PRO KIONS ASPHALT SAWC'UT SLOPE CRI7ERHA AS SET BY THE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS DIVSON FWk S BINDER GRACE FOR ASPHALT CONCRETE SHALL BE PG 54-10 AND SHALL CONFORM 70 THE PROWSONS IN ® ST -10 CURB RAMP DETAILS SECTION 92 ASPHALTS' OF THE STANDARD SPEGRCARONS ALL LAYERS OF TYPE A' ASPHALT 17 ASPHALT REJUkFNATNG AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT, AS DIRECTED 125 LF - CONCRETE /NIXUDINC THE SURFACE LA YETI SHALL CONFORM TO THE REOWREM£N75 FOR 3/4 MCH 4' CONCRETE SDEWALK Y THE ENGINEER WTH THE PROW57ONS IN 5£CRON 37'BITUMINOUS SEALS' OF THE B , IN ACCORDANCE W 9. MAXIMUM, M£01UM GRADING AS SPECIFIED IN SECTION 39-202, A6O9L`GA7[' OF THE STANDARD ® STANDARD SPECIFICATIONS AND THE STATE DEPARTMENT OF TRANSPORTA ROWS STANDARD SPECIAL PAVEMENT PATCHES SPECIFICA77ONS NO R.A.P. ("RECLAIMED ASPHALT PAVEMENT) SHALL BE USED, ST -J PROVSONS C'URRENTYIN EFFECT. 5 LUMINARIES SHALL BE SOLID STATE LKM7 EOT77NG DIODE NTN TWST LOCK PH07XEU (ORIENTED NORTH) AND 18 PAVEMENT GRINDING 1N ACCORDANCE WIN SECTION 41 OF THE STANDARD SPECIFICATIONS SHALL BE SHALL CONFORM 70 THE LATEST REQUMMENTS OF THE CURRENT C.O.B. LED STREET LIWRNC SECYACARON5 ® PRO14DED AS DIRECTED BY THE ENGINEER WHERE NEW PAVEMENT MEETS FXIS77NC PAVEMENT 6. ANY WORK WHICH AFFECTS ANY EXISTING CITY MAINTAINED ROAD OR THE TRAFFIC THEREON SHALL BE 19 ALI FRAMES AND COVERS WINN THE ROADWAY SHALL BE R415W TO FINISH GRADE PER STANDARD S -W7 & SW-& COMPLETED WTHIN 10 WORKING DAYS fRDM START OF WORK COMPACTION REQUIREMENTS 10, UNDERGROUND UNIFIES NCLUOING SERVICES TO BE LOCATED WIHIN RIGHT -OF -HAY SHALL BE INSTALLED 7 FLEVA BONS AND GRADES SHOWN ON THE PROFILES AR£ WIRER ROWINES (/NWRN). PRIOR 70 SURFACING THE S7ff E75: & MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A.5.81ASO GG SHALL BE O05 OFA FOOT. 9. INSTALL BLUE PAVEMENT MARKERS AT CENTERUNE FOR ALL FIRE FIMPANT LOCATONS 70. ANY PUBLIC FAmpES /N STREET RIGHT-OF-WAY WNW TFIE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED ALL REWIRE RECONSTRUCTION ON REPAIR AS DETRIONED BY THE CITY ENGNEER. 11. PORT AND CEMENT CONCRETE SHALL BE CLASS J UNLESS ODHERWSE NVOKA TED. ALL CONCRETE SHALL HAVE ALL EXPOSED SURFACES 7REATED WIN A IWIIE PAWINTED CURING COMPOUND (SEE SECTION 90-7.019 ON THE SID SPECS) AFTER FINIS6NG CITY OF BAKERSFIELD STANDARD PLATES I. THE FOLLOWING CITY OF BAKERS7ELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF, 10-16-89 UNLESS 07H£RWSE NOTED) 21. UTILITY VAUL 75 INSTALLED IN SIDEWALK AREA SHALL HAVE NW -SKID WRfACES/LIDS 22 NOTE FOR 95X COMPAC71ON FULL PAWM£NT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACHES 23 NOTE TO STAMP AN 'S'N70 CURB FACE OVER EACH .SEWER LATERAL 24. PRIOR TO PANNE THE DESIGN ENGINEER FOR THIS PRWC7 SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOW IN THE APPROVED PLANS SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO II HE CITY FON APPROVAL 10 DAYS PRIOR TO PA ING 615199MVIONA TF THE PRO.ECT IS 50,WCT TO TIE PROWSIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATDN SYSTEM (NPOES) A NOTICE OF MTENY (N0l) TO COMPLY WTI THE TERMS OF THE GENERAL P£RMl7 TO DISCHARGE STORM WAFER ASSOCIATED NTL CONSTRUCTION ACRVTY (SWRCB ORDER NO 2009 -009 -DNR AS AMENDED BY ORDER 2010 -0014 -DWG AND ORDER 2012-(7006-OWO) MUST BE REED NIH THE STATE WATER RESOURCE CON7ROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION AC77IfTY. COMPLIANCE WTH THE CENERAL PERMIT REOURES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTNUOUSY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC MSPECRON DURING NORMAL CONSTRUCTION HOURS PROJECT SITE ASPHALT CONCRETE PAVNG NO7E5 1. ASPHALT CONCRETE SHALL BE TPE A (IICUTY0) FON ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (M0.71FI0) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROWSONS M SECTION J9, ASPHALT CONCRETE' OF THE CAL )BANS STANDARD SPECHRCATIONS AND THESE SPECIAL PROV19WS 2. PRIOR FO WE AM77ON OF ASPHALT RINODi THE COMBINED MINERAL AGGREGATE FOR TYPE A (MOORED) OR TYPE B (MODIFIED) A9PIIALT CONCRETE SHALL CONFORM TO THE REWIREMEN75 OF SECWN J9-2.02 AGTREGA7E,' OF THE STANDARD S OFICE770NS FOR % MAXIMUM MEN& GRADING NO R.A.P. (RECLAIMED ASPHALT PAVEMENT) SHALL BE USED. J ASPHALT BINDER FOR 71PE A (MODIFIED) AS -HALF CONCRETE AND TYPE B (MWIf7E0) ASPHALT CONCRETE SHALL RE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTKRW5E DIRECTED BY THE CITY ENGINEER. THE ASPHALT BANDER 94ALL CONFORM 70 THE REW1R£MENTS IN THE TABLE FOR PERFORMANCE GRACED ASPHALT BINDER, IN 5EC1ON 92-102(B), 'GRADE$' W THE STANDARD SPECY7GI77ONS 4. THE AMOUNT ON ASPHALT BODER TO BE MDED WTI THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CON IRA CTOR IN ACCORDANCE NTH CALIFORNIA TEST METHOD 367 USNG SAMPLES ON MATERIALS PROPOSED FOR USE 1N THE WORK FILE AMOUNT O'- ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5 AT LEAST /4 GAYS PRIOR TO TWE START OF WORK, THE CONTRACTOR SIA LL SUBMIT THE FOLLOWNG FOR THE CITY INSPECTORS REIMW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES & DOCUMENTARON VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CO OW TD THE REOUNEMEN75 ON SECTION 39-202 AGGREGATE,' W THE STANDARD SPECIRC47705 AND THESE SPECIAL PROVISION'S MA FERAL SEW ANAL YSS AND SAND EQUIVALENT TEST RML IS SHALL NOT BE OLDER THAN SIX (6) MONTHS ALL OTHER TEST RESULTS SHALL NOT BE OLDER THAN ONE (1) YEAR. C AN ASPHALT CONCRETE MIX DESIGN DETERMINED N ACCORDANCE NIH CALIFORNIA LEST 367. LABORATORY TEST RESULTS ON WITCH THE DE9ON /5 BASED SHALL W SUBMITTED NTH THE MIX DE -90V ALONG WTH THE P EWE77CAL MAARMUM DENSITY OF THE DESIGN A07URE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX 91ALL MEET THE REQUIREMENTS OF SECTION J9-202, AGGREGATE,' OF THE STANDARD SPECIRCI AGNS AND THESE SPECIAL PROWIgms !F THE DATA SUBMITTED SHOWS TWAT 77C MA7ERALS ARE SUBSIANNILLY THE SAME AS WHEN THE DEVON WAS PREPARED, THE DESIGN MAY BE UP TO THREE (J) YEARS CLO. THE CONTRACTOR SHAU BEAR ALL COSTS ASSOOYA 7E0 WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS 70 CONFORM TO EXISTING PAVED SURFACES, THE EASING PA WMENT 91ALL BE SAWCVT. 7 A PRUE COAT ALL NOT BE REQUIRED ON NON-PAWO AREAS TO BE SURFACED PRIOR TO THE PLACEMENT ON ASPHALT CONCRETE HOWEVER, ALL OTHER REQUViEMENTS W SEC77ON J9-4.01, SUBGRADE'OF THE STANDARD SPEC617C47ONS SHALL BE M£T. B. THE AREA lO WIN PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC CARE SHALL BE TAKEN TO A"0 TRACKING BINDER MATERIAL ONTO THE EXISTING PAWMENT SURFACE BEYOND THE LIMITS OF CONSMCRON. 9. PAVING JOINTS SHALL MATCH STRIP£ LOCA TONS UNLESS 07HERWSE PERMITTED BY THE CITY INSPECTOR. INTERSECRONS AND TAPERED -SHOULDERS SHALL BE SURFACED AND GRACED AS DIRECTED BY THE CITY INSPECTOR. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD COMC77ONS AND PRIVATE DWW5� WL&PE SHOWN ON THE PLANS ANO AS DIRECTED BY T1£ CTY lmwECTOW, AND HAND RAKED, 6 NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNEC7/6NS WHERE TIE COMPACW THICKNESS OF A LAYER OF ASPHALT CONCRETE 15 0.75 FOOT OR LESS PAWNG OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH NWK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONCIR MAL DROP-OFF BETWEN ADJACENT LAN£$ IS NOT GREATER THAN MAT WICH CAN BE SURFACED DOWNG THE FOCLOWNG SHFT CK NORMAL PA MG OPEPA77ONS A097IONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE 7RANSWR.IE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT C'LWCRETE SHALL BE HAND RAKED AND LOIMPA07ED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC KRAFT PAPER, OR 07HER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS 70 FACILITATE THE REMOVAL OF THE CONFORMS WHEN PA MG OPERATIONS RESUME. WHERE THE COMPAC7ED WCKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN O75 FOOT, PAYING OPERA TONS SHALL BE CONDUCTED IN 5/ICH A MANNER THAT THE U VER OF ASPHALT CONCRETE IS PLACED ON ALL CONTGLIOLIS LANES OFF THE TRA W10 WAY BEFORE THE LANES ARE OPENED 70 PUBLIC TRAFFIC AT THE END OF EACH WORK SIFT, THE D(STANC£ 8£7FEEN INE ENDS ON A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADLITONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONG17UDINAL DROP-OFF B£IIVEEN ADJACENT LANES SUCH ADDITIONAL ASPHALT CONCRETE SWLL BE HAND RAKED AND XMPA07ED TD FORM TEMPORARY CONFORMS BEFORE THE LINES ARE OPENED TO P41BUO TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS 70 FACILITATE THE REMOVAL OF THE CONFORMS WIEN PAVING OPERATIONS RESUME. 10. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM TTHECR£TICAL DENSLY AS DETERMINED BY A57M 0-2041. N -PLACE (TENSITY 91ALL BE DETERMINED IN ACCORDANCE NTH CALIFORNIA TEST J75 11. IF THE IN-PLACE D£N9TY OF ANY LOT OF ASPHALT CONCRETE 15 LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMLMH THEORETICAL DENSITY, THE CONTRACTOR WLL BE ADVISED THAT THE RECLINED RELAOW COMPACTION IS NOT BONG ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOT, 1F NEEM, NEFA AOXLSTMENT. ASPHALT COMCRET SPREADING CFPA 77ONS SHALL NOT CONMAC UN77L THE CaV7RAC70R HAS NOTICED THE CITY ENGNNFSR OF THE ADJIS7MFNT THAT NU BE MADE IN ORDER 10 MEET THE REQUIRED COMPACTION IF ANY SUCCES.SW TEST AFTER N077CE IS GWN DOES NOT MEET THE SPECIFIED RANGE THE ASPHALT CONCRETE REPRESENTED BY THAT LOT GMLL BE REMOWD AND REPLACED NTH MA70AL THAT MEETS 77C N -PLACE DENSITY RE"EMENTS 12. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE 7HAT THE RELA77W COMPACTION 45 EITHER LESS THAN 90.T OR MORE THAN 96X THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WIN MATAVAL THAT DOES MEET THE N -PLACE DENSITY REWIREMENT. THE CORRECTIVE HARK SHAT BE AT THE CONTRACTORS' EXPENSE 73 TLE FORD DENSITY ON COMPACTED ASPHALT CONCRETE SHALL LRE OETRAONED BY., A A PROPERLY CAUBRA MD NUCLEAR ASPHALT 7ES7780 DEWCE IN THE RELA, OR B ASTI 01188 WREN SLABS OR CORES ARE TAKEN FOR LABCWATOR Y TESTING ZINC STEARATE MAY BE SUBS2I7URD NTH PARAFFIN. C N CASE OF DISPUTE METHOD 9' SHAU BE USED. FT IF 7H£ ANNSHED SURFACE W THE ASPHALT CONCRETE DOES NOT MEET THE $PECIRED SURFACE TOLERANCES LLT SHALL BE BRWOHT WTHIN TOLERANCE BY EITHER: (1) ABRASIVE CRNOINC WTH EOI/PMENT Z17XIBNO DIAMOND &ACES (1) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT ONCRET= MALAY. THE METHOD KL BE SELECTED BY THE CITY INSPECTOR. THE CORRECTE C WORK SHALL BE AT THE CONTRACTORS EXPENSE. 15. IF ABRAShE GRADING IS USED TO BRING THE FXWED SURFACE M STECIRED SURFACE TOLERANCES ADODIMAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE CRINGING AREA 50 THAT THE LOVOdWNAL LIA07S OF GRINDING ARE AT A CONSTANT OTTSET FROM AND ARE PARALLEL T0, THE NEAREST LANE LINE OR PAVEMENT EDGE AND THE TRANSVERSE UAIITS OF GRINDING ARE NORMAL 70 THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS ON UNIFORM SURFACE APPEARANCE ALWAS E CRMWO SHALL CONFORM TO THE REQUIREMENTS 1N THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS W SECTION 42-202, 'CONSTRUCTOR' ON TIE STANDARD SPEURCATONS A FOG SEAL COAT SHALL BE APPLIED TO ALL FW -SHED ASPHALT SURFACES AT THE CONTRACTORS EXPENSE THE FDG SEAL COAT SHALL BE DTHP ASPHALT R&GHENAI'G AGENT OR ASPHALTIC EMULSION AS DTRECIED BY THE CITY INSPECTOR. 16. BASE MATERAL IN AU CITY STREETS NGUGNG ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL MEET THE SPEaROATONS FOR CLASS 2 A66REC47E BASE (CU( AW BASE) L17NTOR,WNG TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS LATEST EDITION. AGGREGATE BASE STALL BE COMPACTED TO A AAWMUM OF 95X OF MAXIMUM DRY DENSITY. 17 DHE PAWNG CONTRACTOR SHALL GRADE THE PANNG AREAS TO THE FOLLOWNG MWI7£D CALTRANS STANDARD SPECIICATON SECTION 19-1.03. IMMEDIATELY PRIOR TO PLACING SUBSEOUENT LAYERS OF MATERIAL THEREON, THE CRAGNC PLANE SDALL CONFORM TO ONE OF THE FOLLOWING A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE THE GRADING PLANE AT ANY PONT SHALL NOT VARY MORE THAN Go FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGNEER. B. WHEN SUBGRADE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) 15 70 BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.05 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGNEP.. IACINTIY MAP N. T. S. I:I: "JkLort L AA W"" CMSELID 19' IN TEL TOP OF CURB AT THE NGR7HFAST RERIRN W 2MCE& STREET AND BEECH PER PALM STREET IMPROVEMENT PLODS RECORDED N SK ID2 AT PG 19 Al THE &W&5FIELD DEPAR7MONT OF PUBLIC WORKS REVATTON = MY.. 17' (U565 OATOM) BASIS OF BEARINGS THE BASIS OF S%WGS FOR THIS SURVEY IS NEW FROM W BETWEEN FOUND MONUMENTS AT THE N7ERSECTIONS OF W S7RE£T AND D,&CEM STREET, AND A' STREET AND PALM AVENUE &VNO A BRAING W N 00.0000 E PER CHESTER T94CF PUT, &7RJ DECEMBER OF 1901 RECORDED IN THE KERN 061NTY SU EYORS OFFICE ADDRESS 2516 PALM STREET, &KERSPELD. CA 93704 APN 007-M- 14 UTILITY NOTE NOT ALL DIVES WERE LOCATED BY THIS SURVEY AND SMN50N £NDINEERINC, AVC. ASSUN£S NO RESPONSOUIY FOR UNDERGROUND URIMES OR FACBITES NOT SHOWN OR FOR INFORAMTON OBTAINED FROM OUTSIOF SOURCES UTILITY NOTE.' NOT ALL UNLI17ES WERE LOCATED ON 771IS PLAN. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILIZES OR FACIL177ES NOT SHOWN ON THESE PLANS OR FOR INFORMA77ON OBTAINED FROM OUTSIDE SOURCES (UNDERGROUND LINES ARE SHOWN PER RECORD PLANS). CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITES PRIOR TO GROUND DISTURBANCE TO VERIFY EXACT LOCATION AND DEPTH OF ALL UNDERGROUND FA67LI77ES AND U741777£S USA 1-800-642-2444 NOTE. ALL WORT! IN CITY R/W SHALL BE DONE UNDER AN OPEN STREET PERMIT MATERIALS LIST ESTMA TED WANTTES NOT 70 BE USED FOR BIDDING PURPOSES STREET 1. IMP,ROWEMEN75 A.0 PAWNG (0.4) 29 TONS PROPOSED CITY STD. N0. DESCRIPTION CITY STD. NO DESCRIPTION 120 CY 4. SAWC'UT 400 IF S 7' CONC W/ 14 0 24' 0. C. ® ST -10 CURB RAMP DETAILS ® ST -I CURB AND GUTTER T7Pf 19 125 LF 8 . 4' CONCRETE SDEWALK 21505- 9. CONCRETE CROSS GUTTER ® ST -11 PAVEMENT PATCHES ® ST -J SIDEWALK 1 EA 12 DROP DOWN RAMP WIN ADA DOMES 2 EA ® ST_ 12 TRENCH SACI(EILL & n COMPACTION REQUIREMENTS ® ST -17 MAJOR STREET CROSS SECTIONS I 4 ® 7 30 MID BLOCK TURNOUT DESIGN 615199MVIONA TF THE PRO.ECT IS 50,WCT TO TIE PROWSIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATDN SYSTEM (NPOES) A NOTICE OF MTENY (N0l) TO COMPLY WTI THE TERMS OF THE GENERAL P£RMl7 TO DISCHARGE STORM WAFER ASSOCIATED NTL CONSTRUCTION ACRVTY (SWRCB ORDER NO 2009 -009 -DNR AS AMENDED BY ORDER 2010 -0014 -DWG AND ORDER 2012-(7006-OWO) MUST BE REED NIH THE STATE WATER RESOURCE CON7ROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION AC77IfTY. COMPLIANCE WTH THE CENERAL PERMIT REOURES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTNUOUSY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC MSPECRON DURING NORMAL CONSTRUCTION HOURS PROJECT SITE ASPHALT CONCRETE PAVNG NO7E5 1. ASPHALT CONCRETE SHALL BE TPE A (IICUTY0) FON ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (M0.71FI0) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROWSONS M SECTION J9, ASPHALT CONCRETE' OF THE CAL )BANS STANDARD SPECHRCATIONS AND THESE SPECIAL PROV19WS 2. PRIOR FO WE AM77ON OF ASPHALT RINODi THE COMBINED MINERAL AGGREGATE FOR TYPE A (MOORED) OR TYPE B (MODIFIED) A9PIIALT CONCRETE SHALL CONFORM TO THE REWIREMEN75 OF SECWN J9-2.02 AGTREGA7E,' OF THE STANDARD S OFICE770NS FOR % MAXIMUM MEN& GRADING NO R.A.P. (RECLAIMED ASPHALT PAVEMENT) SHALL BE USED. J ASPHALT BINDER FOR 71PE A (MODIFIED) AS -HALF CONCRETE AND TYPE B (MWIf7E0) ASPHALT CONCRETE SHALL RE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTKRW5E DIRECTED BY THE CITY ENGINEER. THE ASPHALT BANDER 94ALL CONFORM 70 THE REW1R£MENTS IN THE TABLE FOR PERFORMANCE GRACED ASPHALT BINDER, IN 5EC1ON 92-102(B), 'GRADE$' W THE STANDARD SPECY7GI77ONS 4. THE AMOUNT ON ASPHALT BODER TO BE MDED WTI THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CON IRA CTOR IN ACCORDANCE NTH CALIFORNIA TEST METHOD 367 USNG SAMPLES ON MATERIALS PROPOSED FOR USE 1N THE WORK FILE AMOUNT O'- ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5 AT LEAST /4 GAYS PRIOR TO TWE START OF WORK, THE CONTRACTOR SIA LL SUBMIT THE FOLLOWNG FOR THE CITY INSPECTORS REIMW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES & DOCUMENTARON VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CO OW TD THE REOUNEMEN75 ON SECTION 39-202 AGGREGATE,' W THE STANDARD SPECIRC47705 AND THESE SPECIAL PROVISION'S MA FERAL SEW ANAL YSS AND SAND EQUIVALENT TEST RML IS SHALL NOT BE OLDER THAN SIX (6) MONTHS ALL OTHER TEST RESULTS SHALL NOT BE OLDER THAN ONE (1) YEAR. C AN ASPHALT CONCRETE MIX DESIGN DETERMINED N ACCORDANCE NIH CALIFORNIA LEST 367. LABORATORY TEST RESULTS ON WITCH THE DE9ON /5 BASED SHALL W SUBMITTED NTH THE MIX DE -90V ALONG WTH THE P EWE77CAL MAARMUM DENSITY OF THE DESIGN A07URE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX 91ALL MEET THE REQUIREMENTS OF SECTION J9-202, AGGREGATE,' OF THE STANDARD SPECIRCI AGNS AND THESE SPECIAL PROWIgms !F THE DATA SUBMITTED SHOWS TWAT 77C MA7ERALS ARE SUBSIANNILLY THE SAME AS WHEN THE DEVON WAS PREPARED, THE DESIGN MAY BE UP TO THREE (J) YEARS CLO. THE CONTRACTOR SHAU BEAR ALL COSTS ASSOOYA 7E0 WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS 70 CONFORM TO EXISTING PAVED SURFACES, THE EASING PA WMENT 91ALL BE SAWCVT. 7 A PRUE COAT ALL NOT BE REQUIRED ON NON-PAWO AREAS TO BE SURFACED PRIOR TO THE PLACEMENT ON ASPHALT CONCRETE HOWEVER, ALL OTHER REQUViEMENTS W SEC77ON J9-4.01, SUBGRADE'OF THE STANDARD SPEC617C47ONS SHALL BE M£T. B. THE AREA lO WIN PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC CARE SHALL BE TAKEN TO A"0 TRACKING BINDER MATERIAL ONTO THE EXISTING PAWMENT SURFACE BEYOND THE LIMITS OF CONSMCRON. 9. PAVING JOINTS SHALL MATCH STRIP£ LOCA TONS UNLESS 07HERWSE PERMITTED BY THE CITY INSPECTOR. INTERSECRONS AND TAPERED -SHOULDERS SHALL BE SURFACED AND GRACED AS DIRECTED BY THE CITY INSPECTOR. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD COMC77ONS AND PRIVATE DWW5� WL&PE SHOWN ON THE PLANS ANO AS DIRECTED BY T1£ CTY lmwECTOW, AND HAND RAKED, 6 NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNEC7/6NS WHERE TIE COMPACW THICKNESS OF A LAYER OF ASPHALT CONCRETE 15 0.75 FOOT OR LESS PAWNG OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH NWK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONCIR MAL DROP-OFF BETWEN ADJACENT LAN£$ IS NOT GREATER THAN MAT WICH CAN BE SURFACED DOWNG THE FOCLOWNG SHFT CK NORMAL PA MG OPEPA77ONS A097IONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE 7RANSWR.IE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT C'LWCRETE SHALL BE HAND RAKED AND LOIMPA07ED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC KRAFT PAPER, OR 07HER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS 70 FACILITATE THE REMOVAL OF THE CONFORMS WHEN PA MG OPERATIONS RESUME. WHERE THE COMPAC7ED WCKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN O75 FOOT, PAYING OPERA TONS SHALL BE CONDUCTED IN 5/ICH A MANNER THAT THE U VER OF ASPHALT CONCRETE IS PLACED ON ALL CONTGLIOLIS LANES OFF THE TRA W10 WAY BEFORE THE LANES ARE OPENED 70 PUBLIC TRAFFIC AT THE END OF EACH WORK SIFT, THE D(STANC£ 8£7FEEN INE ENDS ON A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADLITONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONG17UDINAL DROP-OFF B£IIVEEN ADJACENT LANES SUCH ADDITIONAL ASPHALT CONCRETE SWLL BE HAND RAKED AND XMPA07ED TD FORM TEMPORARY CONFORMS BEFORE THE LINES ARE OPENED TO P41BUO TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS 70 FACILITATE THE REMOVAL OF THE CONFORMS WIEN PAVING OPERATIONS RESUME. 10. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM TTHECR£TICAL DENSLY AS DETERMINED BY A57M 0-2041. N -PLACE (TENSITY 91ALL BE DETERMINED IN ACCORDANCE NTH CALIFORNIA TEST J75 11. IF THE IN-PLACE D£N9TY OF ANY LOT OF ASPHALT CONCRETE 15 LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMLMH THEORETICAL DENSITY, THE CONTRACTOR WLL BE ADVISED THAT THE RECLINED RELAOW COMPACTION IS NOT BONG ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOT, 1F NEEM, NEFA AOXLSTMENT. ASPHALT COMCRET SPREADING CFPA 77ONS SHALL NOT CONMAC UN77L THE CaV7RAC70R HAS NOTICED THE CITY ENGNNFSR OF THE ADJIS7MFNT THAT NU BE MADE IN ORDER 10 MEET THE REQUIRED COMPACTION IF ANY SUCCES.SW TEST AFTER N077CE IS GWN DOES NOT MEET THE SPECIFIED RANGE THE ASPHALT CONCRETE REPRESENTED BY THAT LOT GMLL BE REMOWD AND REPLACED NTH MA70AL THAT MEETS 77C N -PLACE DENSITY RE"EMENTS 12. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE 7HAT THE RELA77W COMPACTION 45 EITHER LESS THAN 90.T OR MORE THAN 96X THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WIN MATAVAL THAT DOES MEET THE N -PLACE DENSITY REWIREMENT. THE CORRECTIVE HARK SHAT BE AT THE CONTRACTORS' EXPENSE 73 TLE FORD DENSITY ON COMPACTED ASPHALT CONCRETE SHALL LRE OETRAONED BY., A A PROPERLY CAUBRA MD NUCLEAR ASPHALT 7ES7780 DEWCE IN THE RELA, OR B ASTI 01188 WREN SLABS OR CORES ARE TAKEN FOR LABCWATOR Y TESTING ZINC STEARATE MAY BE SUBS2I7URD NTH PARAFFIN. C N CASE OF DISPUTE METHOD 9' SHAU BE USED. FT IF 7H£ ANNSHED SURFACE W THE ASPHALT CONCRETE DOES NOT MEET THE $PECIRED SURFACE TOLERANCES LLT SHALL BE BRWOHT WTHIN TOLERANCE BY EITHER: (1) ABRASIVE CRNOINC WTH EOI/PMENT Z17XIBNO DIAMOND &ACES (1) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT ONCRET= MALAY. THE METHOD KL BE SELECTED BY THE CITY INSPECTOR. THE CORRECTE C WORK SHALL BE AT THE CONTRACTORS EXPENSE. 15. IF ABRAShE GRADING IS USED TO BRING THE FXWED SURFACE M STECIRED SURFACE TOLERANCES ADODIMAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE CRINGING AREA 50 THAT THE LOVOdWNAL LIA07S OF GRINDING ARE AT A CONSTANT OTTSET FROM AND ARE PARALLEL T0, THE NEAREST LANE LINE OR PAVEMENT EDGE AND THE TRANSVERSE UAIITS OF GRINDING ARE NORMAL 70 THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS ON UNIFORM SURFACE APPEARANCE ALWAS E CRMWO SHALL CONFORM TO THE REQUIREMENTS 1N THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS W SECTION 42-202, 'CONSTRUCTOR' ON TIE STANDARD SPEURCATONS A FOG SEAL COAT SHALL BE APPLIED TO ALL FW -SHED ASPHALT SURFACES AT THE CONTRACTORS EXPENSE THE FDG SEAL COAT SHALL BE DTHP ASPHALT R&GHENAI'G AGENT OR ASPHALTIC EMULSION AS DTRECIED BY THE CITY INSPECTOR. 16. BASE MATERAL IN AU CITY STREETS NGUGNG ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL MEET THE SPEaROATONS FOR CLASS 2 A66REC47E BASE (CU( AW BASE) L17NTOR,WNG TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS LATEST EDITION. AGGREGATE BASE STALL BE COMPACTED TO A AAWMUM OF 95X OF MAXIMUM DRY DENSITY. 17 DHE PAWNG CONTRACTOR SHALL GRADE THE PANNG AREAS TO THE FOLLOWNG MWI7£D CALTRANS STANDARD SPECIICATON SECTION 19-1.03. IMMEDIATELY PRIOR TO PLACING SUBSEOUENT LAYERS OF MATERIAL THEREON, THE CRAGNC PLANE SDALL CONFORM TO ONE OF THE FOLLOWING A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE THE GRADING PLANE AT ANY PONT SHALL NOT VARY MORE THAN Go FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGNEER. B. WHEN SUBGRADE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) 15 70 BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.05 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGNEP.. IACINTIY MAP N. T. S. I:I: "JkLort L AA W"" CMSELID 19' IN TEL TOP OF CURB AT THE NGR7HFAST RERIRN W 2MCE& STREET AND BEECH PER PALM STREET IMPROVEMENT PLODS RECORDED N SK ID2 AT PG 19 Al THE &W&5FIELD DEPAR7MONT OF PUBLIC WORKS REVATTON = MY.. 17' (U565 OATOM) BASIS OF BEARINGS THE BASIS OF S%WGS FOR THIS SURVEY IS NEW FROM W BETWEEN FOUND MONUMENTS AT THE N7ERSECTIONS OF W S7RE£T AND D,&CEM STREET, AND A' STREET AND PALM AVENUE &VNO A BRAING W N 00.0000 E PER CHESTER T94CF PUT, &7RJ DECEMBER OF 1901 RECORDED IN THE KERN 061NTY SU EYORS OFFICE ADDRESS 2516 PALM STREET, &KERSPELD. CA 93704 APN 007-M- 14 UTILITY NOTE NOT ALL DIVES WERE LOCATED BY THIS SURVEY AND SMN50N £NDINEERINC, AVC. ASSUN£S NO RESPONSOUIY FOR UNDERGROUND URIMES OR FACBITES NOT SHOWN OR FOR INFORAMTON OBTAINED FROM OUTSIOF SOURCES UTILITY NOTE.' NOT ALL UNLI17ES WERE LOCATED ON 771IS PLAN. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILIZES OR FACIL177ES NOT SHOWN ON THESE PLANS OR FOR INFORMA77ON OBTAINED FROM OUTSIDE SOURCES (UNDERGROUND LINES ARE SHOWN PER RECORD PLANS). CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITES PRIOR TO GROUND DISTURBANCE TO VERIFY EXACT LOCATION AND DEPTH OF ALL UNDERGROUND FA67LI77ES AND U741777£S USA 1-800-642-2444 NOTE. ALL WORT! IN CITY R/W SHALL BE DONE UNDER AN OPEN STREET PERMIT MATERIALS LIST ESTMA TED WANTTES NOT 70 BE USED FOR BIDDING PURPOSES STREET 1. IMP,ROWEMEN75 A.0 PAWNG (0.4) 29 TONS 2 CLII AGO BASE (0.6) 2J CY J. SV86RADC PREPARATION (1.00) 120 CY 4. SAWC'UT 400 IF S 7' CONC W/ 14 0 24' 0. C. 1460 SF 6 6' CURB 215 IF 7. 6' VERB & GUTTER 125 LF 8 . 4' CONCRETE SDEWALK 21505- 9. CONCRETE CROSS GUTTER 500 SF 10 CURB RAMP WTI ADA DOMES 1 EA Il. STREET SIGNS 1 EA 12 DROP DOWN RAMP WIN ADA DOMES 2 EA 57REET LENGTHS 1. COLLECTOR (PALM ST.) 50 FT. 7. LOCAL (PINE ST.) 350 FT SHEET INDEX sr1 COINER SHEET © PINE STREET- PLAN & PROFILE ©i PALM STREET- PLAN & PROFILE S zo k z z_ a O a - s W 0 �z x W � m a� h IIISI M oda IS�19�e * n m I 4 W 2 2 w 0 N I N I N I O 2 0 4 U _ � o � O 2 I I 0 a 0 ti I J O O U zu a W a W U W � J W W un Q cfl Y W N ro O U N � Q n U N Z � o° v 0 3 2 E Ui QQ N00'05'01"W 120. - C .i, ---- _=` --- - - * - -- - 9 - ..,.7C '-i C: -_ � "� I � 2 e9� X'� � . `T' -7T ___ _ �✓ - _ 'A. I.v, ! -- " .,+... % s _ A;. - 4,54' vr5.: 1 _ r PWaSTR8ET r. 1 c.o PINE STREET; - a 1 � I7 00 � � --X12+00 13100 V �- + _ / o ftONL/NES4� g& �� �, 00'OOG7 W.,670.G17 RONd1f 2' 4 PROPOSED RIGHT OF WAY PER DOC. J000216176019 (I 7 2 15L3A _ 7 A%LC AY.S'FC :77_._ - �xr. -i. - }., + tfV 345.54 `ate° n -- IMATCH LiNE IS --i;---__.,--- - -` - fru:. __.x--- _ �_ -*_ --_ -- _ -- - - -. .. __ *,. _ _ SEE SHEET ST -3 _4 -_ �.... �y--.T--r-{ _ :-.-.-,". n1 %,*< max, x*'`%(, x 1 V _ 36750' x ST,�{� ST -p % , L _ �c c a �_ �, T moo. .a_r ___ ,w �s,� CRT QF(Ff s - Cq, I �„ 4� ,' ' �'sc 'AT w• 73' x �1 zi a r 1 / INTER LM PA7TJ/ ,� s r I x - I SIWfX?X ff-710 CENTERYI- z o L ADDInONP[}r H7-of-wAr L O PER DOCT002I6775019 �L �p ��. _3; z LOT [F BLOCK IS OF THE o l " 'CHESTER TRACT RAT N Itf KEM COUNTY SLWEYOWS OFFICE .OT CMf �jJ r RfSIX nON OF hY7CNnON N0. 509 sHfD RW7VVN0N NO. 50R� V L48 OF GRAlXNG E � it nTnrr--r 400 399 39R 396 39� ,394 .393 392 z C, LEGEND: ' V 1 Z" . .� E EXISTNG DELTA ENIS]!NC FIRE H ANT J .h 30-�' 90Y70'07" 20,43' RT 96.33 FS* 96. J2 11+74.17 21.00' RT HJIs'E�* 96 JJ If +78.12 2172' RT 96.36 PS* 96.35 H,8205 2259' RT r - - - 2449' RT rE3' EtT57ING POWER PCIS 17+9778 , ti N R W 3) N y 6ODX 27,25' RT 9657 FS* -lel 3„10,5'0_005 12+05.67 2797' RT _o - PC I 28.54' RT 96.57 Pte• 96.44 , 29.00' RT 96.58 5' -- COUNTY OF KERN Cg --o -- 20.27' RT � r 9764 13+7620 a DOLE 0 97.64 f� 14+00 C, LEGEND: ' V 1 Z" ® RIL oa� SRAND TT AVG' scK INSTALL PERaysmucnoN Ne.Es RD T-2 0 PTARS PER COB QCORNSTREET SASG. WS7LL PER PROPOSED -1 NARD O CONSTRUCT CURB RAMP PER COB. PROPOSED 5TANDARD ST -10 © RELOG470 9N0 PARKING' M. FVSrALC PER DOD STAB T -z 11+00 CURVE TABLE 1 . .� E EXISTNG DELTA ENIS]!NC FIRE H ANT J .h 30-�' 90Y70'07" 20,43' RT 96.33 FS* 96. J2 11+74.17 21.00' RT HJIs'E�* 96 JJ If +78.12 2172' RT 96.36 PS* 96.35 H,8205 2259' RT r - - - 2449' RT rE3' EtT57ING POWER PCIS 17+9778 , 9650 TS* S BX. 6ODX 27,25' RT 9657 FS* 96.41 12+05.67 2797' RT 96.55 F5* PC RA GV 28.54' RT 96.57 Pte• 96.44 12+13.61 29.00' RT 96.58 5' ODIC COUNTY OF KERN Cg --o EXISTING STREET LIGHT 20.27' RT 96.97 PS* 96.97 9764 13+7620 20 DO' RT DOLE 67TY OF BAKER£NELO 97.64 f� CCWC COMONVE co FOUND MONUMENT DMFLt 90 RICHT-OF-WAY PER A.C. ASPHALT PAVEMENT RESOLUTION 01 INTENnON NO 509 FG• FTWSH GRADE LOT 2 OF BLOCK 15 OF THE EP EOG- OF PA YEMENI T EXASnNC TRAFFIC SJGN m O 'CHESTER TRACT' RAT N THE TC TOP OF CURB \ KERN COLW TY SURVEYORS OFFICEFL ROWf7NE �a EXISTING WATER VALVE !^ ,. IF FINISHED FLOOR fp 0 EXISTING IRRIGA DON CONIROL VAL I£ W TP 7CPFINI�PAAVEMENT GB GRADE BREAK z ® RIL oa� SRAND TT AVG' scK INSTALL PERaysmucnoN Ne.Es RD T-2 0 PTARS PER COB QCORNSTREET SASG. WS7LL PER PROPOSED -1 NARD O CONSTRUCT CURB RAMP PER COB. PROPOSED 5TANDARD ST -10 © RELOG470 9N0 PARKING' M. FVSrALC PER DOD STAB T -z 11+00 CURVE TABLE 1 RADIUS LEN17H TANGENT DELTA 2a00'RT 3000' 4712' 30-�' 90Y70'07" O ��TsrO�O CoB P BUS CGNACGr TO aTY sroe TAPER DATA N0. O OADJUST (E) UIL77Y HOW TO NEW FMSHED ORALI� RUSH WIN F.S CONSTRUCT WEWALK PER aUB. STANDARD © 5T-6 CONSTRUCT 6' WDE 14-GUTIER PER COIL 0 PROPOSED STANDARD 5T-9. AM IDY EXS71NG ROIKA'E AND LP EZEVATO NS AT SAWCUT IN PAIN OF IRA WL MAINTAIN MAX 5.T ."TORE 1N DVREC7708 OF 7RAVR AND MAX 2X CROSS a OPE ® 7RAK9TOW PROM 8' CURB 76 6' CURB O CONSTRUCT 8' CURB 8 aTIER PER C 0 8 q STATION OFFSET FROM ¢ ELEVA770N** FL ELEVA71ON U-P66.2J 2a00'RT 96.31 FS* 96.31 17+70.20 20,43' RT 96.33 FS* 96. J2 11+74.17 21.00' RT 96. J5 FS* 96 JJ If +78.12 2172' RT 96.36 PS* 96.35 H,8205 2259' RT 96,40 FS* 96.36 77+8992 2449' RT 96.4.5 FS* 96. J8 17+9778 2638'RT 9650 TS* 96.40 12+01.72 27,25' RT 9657 FS* 96.41 12+05.67 2797' RT 96.55 F5* 96.43 12'09:63 28.54' RT 96.57 Pte• 96.44 12+13.61 29.00' RT 96.58 5' 96.45 PROPOSED STANDARD ST -1, AT * - F5 ELEVAIION AT FACE Of CURB ** - APO JOO' TO ALL ELEVA TONS IN THIS TABLE TAPER DATA N0. O 12+00 13--00 PINE STREET SCALE HORIZONTAL - I" = 20' VERTICAL - 1" = 2' fL STA77ON OFFSET FROM ¢ ELEVATION** FZ ELEVARON TC £LEVANON 13+28.81 29.00' RT 9695 FS* 96.82 97.45 13+32.76 2844' RT 96.96 FS* 9683 9745 UP 36.75 27.87P RT 96.97 FS* 9685 97,46 13+40.70 27.14' RT 96.97 FS* 9686 97.46 13+44.63 2626' RT 96.97 FS* 96.87 9750 13+5250 24.36' RT 96.97 FS* 96.90 9755 13+60.J7 2245' RT 96.97 FS* 96.93 9759 13+64.JO 058'RT 96.97 FS* 96.94 9761 IJ+68.26 20.84' RT 96.97 F5* 96.95 9763 13+7222 20.27' RT 96.97 PS* 96.97 9764 13+7620 20 DO' RT 9698 F5* 96.98 97.64 CROSS GUTTER ROWLINE NEW 6' CURB (fJ RUN' DOTONAL RIGRT--LP-WAY PER DOC ,{'000216176019 RBNf QED LANDSCAPE I CURB, sff DETAIL a 5T2 NEW COWL I - i ill I i SECTION A SCALE. 1'=5' 14+00 LL EVSRNG WATER MEIER Z W IO EXISTING ELECTRICAL PULLBOX a EVVING SEKER CLEANOUT ® EXISTING SDCR MANHOLE b 0 N I EXISTING STORM DRAIN LINE N N C -_-._---- EXISTNG TIBER 1X'77C ZINE ------__ ,m EVS AND WATER UNE e EXISTING SEWER LAF O EXISTNG GAS UNE x --___------. EXI57ING FENCEDWE 0 1L7� EXISTING ELECTRIC UNE p EXISTING 06TASAD ELECIRIC LAE o EXI571NG PROPERTY DIVE o b 400 D7S7WG R107 -CF -WAY O 2 EXISTING CURB k CUTTER m .399 -- ----- - o � SEE ARCIIITECLUNAL. MIN 4' 398 a a. OONC/ 12' MANE 0 Sar o 397s 7' CORD W/ p 0 24. 0.0 Q / 1e' NA TIE o 95R O W 396 U PINE ST. (LOCAL)- a4O' A.CA5O' CLII AGG 845-1 Cf) w 395 12'NARIF COMPACTED TD 95X c O PALM SL (COL)- a7O' AC/I. W' CLN A66 BASE/ 394 12' NAVE COMPACTED TO ssK ZQ YEA LL W Q 393 NO w U Q LOCAL STREETS - PAVEMENT TO BE A MINIMUM OF 0.40' AC / 0.50' co 392 CL 11 AGG BASE //Trt W COLLECTOR STREETS- PAVEMENT TO BE A MINIMUM OF 0.70' AC / V 391 1.00' CL 11 AGO BASE Z Q W �`D, ¢ a¢ m a ry w �ed L ^ N U- W z� NOTE: CLASS 'J' CONCRETE (5 112 SACK) EXPANSION JOINTS EA. JO' WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRAOE A ,- I LANDSCAPE CURS 6. -17� CITY RECOPOS NO.: �FI^ FG 4 �! I._4 °y CONC. SIDEWALK _ 3 CLEAR - 5+ „ r /4 77ES CONT. e` 3 CCEAF f� NOTE: CLASS 'J' CONCRETE (5 112 SACK) EXPANSION JOINTS EA. JO' WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRAOE A ,- I LANDSCAPE CURS 6. -17� CITY RECOPOS NO.: IL4I o U'i g c'8S g o S8 S� mm `xee a 4�4�n¢ ��[ �ti 2titi �titi UtiQ W'1 tip? �� �y m�NH NN �N �yW 4i NN mN.n OR Nh �i t.f �wa\A 3oII lr x _ LOT s OF BLOCK 15 OF THE Cr FLAT N THE v -I KERN COUNTY�SIIRYEYORB O"'ICE ARBREWATIONS l (E) EXISTING W 1 m rnp" h "� ,. I " FZ). FOUND BK. LOOK Y�. ) 1 E 41 31 „u_ r Pa PACE ,.,. W CO.K COUNTY OF AERN I`. yC .. / ' 'T 1N,WNlSf1E0- -WA ktR 1 >g3 AGDN7OYAL MGHT-OF WAY _ RESOLUP�'JF lN7ENHOr �rO -_q81 a0.& CITY R`6AKEK97EL0 97 EH P 1167601 N P ; -: CONC CONCRETE A.C. ASMIALT PAYMENT N 90'�;�0 ;E 305.25'Po RMSH GRADE fp EDGE OF PA IEMGVT :31-1To roP OF wRB IV 90'00'00" E 44 98 — _ _ a FLONJNE 3 - - x > - - `- _ _- PE FWSHED FLOOR x 2 EP FMISNfO PAD TP TOP LE PA&MENT I / ' r . _. OF CtADE BREAK 1 4 co w I� z N 9q,'00'00" "x I� , �o 346.43' 12+00 „8y m iN PALM STREET I _ nRO�s--85GVI I 20 lu 0 20 40 w��- 400 .599 396 397 396 395 394 393 392 391 PALM STREET (STAnON 10+0000 TO 1J+84.74) 10400 11 / 00 N PALM STREET LOCAL STREETS PAVEMENT TO BE A MINIMUM OF 0.40' AC / 0.50' CL Il ACC BASE SCA I � C'/+A��. ��DJZONjk - 1 - Z'70 1,00' CL 11 AGG BASE 400 399 396 397 396 395 394 393 392 391 12IL00 LEGEND: EAISBNG FIRE HYDRANT EA7S77NC POWER POLE EXISTING STREET LIGHT POUND MONUMENT EA9STFIG TRAFTAC SIGN EXSW WATER VALYf EXISTING NRIGARDN CONTROL VAL If ENSIING WATER METER EXSONG RECIATCAL PULLBOX MONO SEVER CLEANOUT EMSTLNG SENER MANHOLE EXSIMG BMW DRAM CME EXI5TMG FWR OPRC LINE 0SONG WATER LME EXlsw SEW LME EXSTNC GAS LINE EMSTMG RENaLNE EM57TNG ELECTRIC LME EXI57WG OVERHEAD ELECONC LFNE EXS7WG PROPERTY UNE EX150NG RIGHT-OF-WAY CA75WO CURB & GUTTER 5EE AR0e7E77URAL MM. 4' CONC/ 11' NARI•E 0 9O3 7- CONC W/14 9 24' a6 / lA' NAOIf 0 95X PINE 5T. (LOCAL)- .4 A. CIO, aN AGG BA5 12. IE 9'ADCOMPACTED TO 95XX PALM ST. (COL)- a7O' A.0/1.00' an AGG. BASE/ 12" NA DYE COMPACTED TO 95X CONS7RUCRON NOTES © COWNUCT 6' CURB & GUTTER PER COR PROPOSED STANDARD ST -1 O CON57RUCT CURB RAMP PER COB. PROPOSED STANDARD ST 10 O CONSTRUCT 6'7= CUTTER PER COB. PROPOSED STANDARD ST -9 (SM). MATCH EM57MC ® TRANSmv FROM e'CURB TO 6, CURB CURVE TABLE J RAGIUS LENGTH TANGENT DELTA 6" R1 FLUSH 30.00' 4712' 30.00' 9040'01' TAPIR GIRH FROM 6' CURB 6" R1 FLUSH I fl Ido,• e° S. ° �: I pII MAX _ MAX Ya M>I NU HE]GHi MB V APL HEJCHT CURB TRANSYRON EROM FOLL Nus, CURB 2 HEIGHT CURB TO l AM CURB NOW, I. MAAA'M FROM RAMPS 0 MNXS MTTfn M SNEEIS 9 W PUAT ANO FREE W ABRUPT PNASOF 7 ACCESSIBLE DROP-DOWN CURB RAMP S T3 1.67' 70 CENTER TOCENTER STERNO O O 0.45'_ TDP DIA, easE DIA NOTES. -o 1. DOMES ARE TO MEET ALL A.O.A. REQUIREMENTS. 2 N0 aDE DOWN DOMES ARE TO BE USED. RAISED TRUNCATED DOME PATTERN 61N -LINE) DETECTABLE WARNING SURFACE. 2 TRUNCATED DOMES S T3 EXPANSIQ! .CNNT Ai .SIDEWALKS CONCRETE WAIJ( 6° WNERE Of.Q/RS - - L'OMCREIF N R=1/Y f�FLj +hS tz2 e 9" aa. 2 AGG. BASE NOTE.- OIFGLASS GLASS'3' CONCRETE (5 1/2 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JIS EA. 15' POUR ON COMPACTED SUBORADE 3 6" CONCRETE CURB T3 q TINE STREET PED£SJRIAN EASEMENT �` 30• O gPPE STREET PER DOL, (000216176019 NL1Y �L (RASH ENaOSI/Rf 30' C 'ABY YACUI7' SAL',--� (E) RICHT-CF-WAY pip Oa.B pp;629 SA CT BACK I (E) RICHT-OF-WAY OR FS O1REC1_Hl BY STANDARD ST 27 (E) RIGHT OF- WAY OR AS INREOR77 OR I SAHCUT 1' BACK CITY INSPECTOR I SYLWN /�CONC SIGEWAEK GTY I,S'SPFCT pl7 I BLOCK WALL 1' li" 6' 8' O4 AS DIRfCffD BY NEW CCNC I WALKWAY I crnMSPEGIDR I I tra' I 4' 2' watt w/ i TURNOUT PER CO.B. CCN1C PA 1 PROPOSED STANDAR 1570£WAIK 6 _-_ - -_-__— I Y(1EKR GUARDRAIL PRL'POSEG STANDARD _ () TE NEMENT I 7-30. S'DEwACK I 7OPOSEV PER GO.B WALK (f) PAY£MfN7 r . _.. I - () I YI " _. i II I .IF I• ��LPi L -R r II II •.- }li ,� 1 I: �I-I�.ir PA PA PEMLNT PER CO.B PATCFI TENEMENT PER C.GB.-I IHII-ICI ii T IRT JH. L FI PROPOSED STANDARD ST 11 & SI -]J n NEW CURB IhI 11,I 'r l II ]{ISi III' OS' PCC, PAICH PAk7AENT PER CO.B. 1 ,I_,.-_ T x �� PROPOSED STANDARD 5T71 & 5T-11 I GG lE @ CLASS 2 PROPOSED STANDARD ST -11 & ST -/3 I - NEW CURB I I I ' I SECTION A SCALE, 1'=5' SECTON a SECTION c PINE STREET T1.=4.5 SCALE. 1°=5' PINE STREET, Tl.=45 SCALE. 1'-b'PIN[ STREET. U-4.5 5