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HomeMy WebLinkAbout6.1-1659 Record Drawings:K +N�NT'Y M/e1P NO SCALE ml A 9W I ll5dC2% 6" CONCRETE MONUMENT WITH BRASS CAP MARKED R.C.E. 15331 IN LAMPHOLE AT THE INTERSECTION OF SOUTHSHORE DRIVE AND SHOREBIRD DRIVE. ELEVATION = 391.52 (K.C.S. DATUM) BAS aF = A THE EAST LINE. OF THE NORTHEAST QUARTER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN, WHICH BEARS NORTH 00'37'57" EAST AS SHOWN ON - SURVEY INVESTIGATION AND PERPETUATION MAP FILED IN BOOK 6, PAGE 48 IN THE OFFICE OF THE KERN COUNTY SURVEYOR, WAS USED AS BASIS OF BEARING FOR THIS MAP. t f t • t � t t � � t t � oral UAF§711 eviAl "ml lie=. I I I THE QUANTITIES SHOWN BELOW ARE FOR PERMIT PURPOSES ONLY, AND SHALL NOT BE USED FOR PROJECT BIDDING, THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN ESTIMATE OF QUANTITIES FOR PROJECT BIDDING. STREET PAVEMENT 5*p A.C./411 A.B. 4,123 SF 6" THICK CONCRETE (RIGHT—TURN LANE) 4,910 SF 4" THICK SIDEWALK 1,855 SF 6" CURB 306 LF TYPE "M" MEDIAN CURB 301 LF SURVEY MONUMENT ENCASEMENT 1 EA STREET NAME SIGNS 1 EA TRAFFIC CONTROL SIGNS 7 EA WHEEL CHAIR RAMPS 2 EA SAWCUT 643 LF STRIPING 473 LF STREET LIGHTS 9500 LUMEN 1 EA ROE N NDEX 1O COVER SHEET O2 GENERAL NOTES &. SPEgFlCATIONS O3 COFFEE ROAD STREET PLAN O4 COFFEE ROAD SIGNING do STRIPING PLAN THESE PLANS SUPERCEDE STREET IMPROVEMENT PLANS ".BY OTHERS" DATED DECEMBER 10, 2008* REVIEWED BY, 13 TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE: REVIEWED BY. PUBLIC WORKS DIRECTOR, CITY OF I3AKERSFIELD RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/13) OLIVE DRIVE y.. •y. � HAGEAIAN ft 0 kl t SCALE,* 1" = 100' 4)%( DATE DATE MATTHEW K. VOVILLA p�E PCE 43130 D(WRES 331-14 � � O I p, 4.j o� 0 Bastin.: 12-04 a�n�: �zs��u C317E' QYf9s�7f3 U4AMIVBY AN CfL�QYEOBY AXY SIEE-T OF 4 Aft%% ablERAL I' NQTES2* 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN.THE CITY STREET RIGHT-OF-WAY. 2.. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROjECT'SHALL BE BACKFILLED AND COMPAC17ED PER SOI-L.S REPORT PREPARED 'BY KRAZAN AND ASSOCIATES, DATED JULY 2, 2002* 3, THE* CONTRACT-OR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY CITY ENGINEER. 4* CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ; CIII JOB SITE CONDITIONS DURING THE COURar. OF CONSTRUCTION OF THE PROJECT, INCLUDING 'SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS- REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE. LIMITED TO NORMAL WORKING HOURS: THAT THE CONTRACTOR SHALL DEFEND$ INDEMNIFY AND HOLD THE OW14ER -AND THE ENGINEER HARMLESS FROM ANY I AND ALL LIABILITY M REAL OR ALLEGED, IN CONNECTION NTH THE PERFOR ANCE OF WORK ON THIS PROJECTs EXCEP71NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER' OR THE ENGINEER, 5. IF A. PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF. THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANYTURTHER WORK, 6. ALL CONSTRUCTION SHALL, BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA* DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION, 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661) 326-3049* 8. ALL, EXISTING IMPROVEMENTS (CURB9 GUTTER* SIDEWAIIIIIII.K, CROSS GUTTER, FENCING, ETC.) THAT ARE REMOVEDs. DAMAGED, OR UNDERCUT SHALL BE REPAIRE'D OR REPLACED AS DIRECTED BY THE INSPECTOR OF RECORD. . 9. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY. ONLY, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNOERGROIJND PIPELINES - BEFORE COMMENCING WORK. HE -AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT- BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE* PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES, THE CONTRACTOR -SHALL CALL U,S,,A, (UNDERGROUND - SERVICE ALERT) 1-800-227-260,0 AT LEAST TWO - WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 10.- IF THE CONTRACTOR - IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR, TO FILING HIS BID PRICE FOR THE PROJECT, IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANTOS PLANSs DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY -OTHER THAN THE CONSULTANT, CLIENT- AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS9 DRAWINGS OR OTHER DOCUMENTS., 12. ALL EXISTING PAVING AND SURFACING REMOVED* DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE NTH, THE CITY OF BAKERSFIELD DRAWING ST-27. 13. COMPAC11ON TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE - DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 14. PINNACLE CIVIL ENGINEERING, INC. SHALL NOT BE RESPONSIBLE. OR LI ABLE FOR UNAUTHORIZED CHANGES TOs'OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PINNACLE CIVIL ENGINEERING, INC. 15, SEE WATE ' R AND STREET "IMPROVEMENT PLANS' FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS 'PROJECT. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE 'TO WATER INFILTRATION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR'THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. 17. FLOODING. OR WA TER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. .18., DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR HIS U SE, THESE STANDARD DRAWINGS SHALL BE CONSIDERED A. PART OF THESE PLANS. 19. NORMAL CONSTRUCTION STAKING WILL BE THE RESP' ONSIBILITY OF THE CONTRACTOR, 20, AS A FIRST ORDER OF WORKt CONTRACTOR SHALL VERIFY LOCATI ONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM'TIES INTO. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE TO THE PLANS. .21. PRIOR -TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED W! TH V1 DEO EQUIPMENT DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY TO ROTATE 360% IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED, ' THE VIDEO INSPECTION SHALL BE WITNESSED BY THE CONSTRUCTION INSPECTOR, WO NL'L ALSO IN111AL AND DATE THE '"CHAIN OF CU STODY" FORM. THE SUBDIVIDER 'SHALL IMMEDIATELY NOTIFY THE CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS, A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WITTEN LOG (VMICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF - THE- INSPECTION SHALL BE PROVIDED FOR VIEWING, AND, SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE* AFTER ACCEPTANCEt THE VIDEOCASSETTE SHALL' 'BECOME THE PROPERTY OF -THE CITY� 22, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM* THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY# UNLESS SECURED BY A SU904VISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGI'NEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 23, CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE, 240- CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTING STUBS. IF POSITIVE SLOPE DOES NOT EXIST� CONTRACTOR SHALL REPLACE STUB TO MANHOLE. DEMQU,nON _I)TES: 1. CONTRACTOR SHALL PERFORM ALL NECESSARY DEMOLITION WITHIN THE LIMITS OF WORK AS REQUIRED TO COMPLETE CONSTRUCTION INDICATED ON THE PLANS. 2. EXCEPT AS.OTHERWISE INDICATED., ALL UTILITIES ARE TO BE PROTECTED IN-PLACE. 3. ALL MATERIAL GENERATED. FROM DEMOLITION, INCLUDING PIPING, PLANTS, 'ORGANIC MATERIAL, A.C. PAVEMENTo CONCRETE, AND MISCELLANEOUS DEBRIS SHALL BECOME THE PROPERTY OF THE -CONTRACTOR AND SHALL 'BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF IN ACCORDANCE NTH ALL LAWS AND ORDINANCES. 4., CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT UNANTICIPATED HAZARDOUS MATERIAL, IS'ENCOUNTERED, 5* CONTRACTOR SHALL LOCATI IDENTIFYs DISCONNECT, SEAL AND CAP ALL UTILITIES THAT PREVIOUSLY SERVED BUILDINGS. ASPHALI CQHQREjL,--,PAMN. 1. ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE A Ir (MODIFIED) FOR AL ARTERIAL AND COLLECTOR STREETS AND TYPE B ju (MODIFIED) t- LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SEC11ON 39$ "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE PROVISIONS, u u u u rwft I 1 1011% ku 2, PRIOR T() T ^Ll 0*,rIIIIIII` f*4m %.m ur t5 Ks OMBINED MINERAL AGGREGATE FOR n?E A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02s "'AGGREGATE, OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING, 3, ASPHALT BINDER' FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG70-10 .VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT. BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG70-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT **STEAM-REFINED BINDER SHALL -CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PAVING ASPHALTS," IN SEC11ON 92-1-02, wGRADES, to OF TH E STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED NTH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WTH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK, THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. 5. AT- LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL. A. A LIST OF AGGREGATE AND ASPHALT SOURCES, B* DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS IN SECTION 39-2.021 "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS, MATERIAL SIEVE AN - ALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAT SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE Ol ONE (1) YEAR* 6. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA 1"rm VIC it %jv7. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED NTH THE MIX DESIGN ALONG NTH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D-2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SEC11ON - 39-2 * 029 "AGGREGATE.." I ll� 9% 11 0%fft rA T, OF THE Alk jOW" C D -CIAL PROVISIONS. IF THE DATA SUBMITTED' SHOWS THAT THE MATERIALS ARE 'SUBSTANTIALLY THE SAME AS WEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD, THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 7. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO X A D SURFACES, THE EXISTING PAVEMENT SHALL BE SAW 'CUT, 8. A PRIME COAT WILL NOT BE REQUIRED ON NON-PAVED AREAS TO BE. SURFACED PRIOR TO THE PLACEMENT OF Or 0 VER, ALL OTHER REQUIREMENTS OF SECTION 3 9-4.01, "SUB-GRADE,'* OF THE 'STANDARD SPECIFICATIONS SHALL BE MET, 9. THE AREA TO WICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE -SHALL BE TAKEN TO AVO0 TRACKING BINDER MATERIAL ONTO EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 10. PAVING J04NTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERNSE PERMITTED BY THE ENGINEER, 11. A. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEE'R', ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVESs WHERE SHOWN ON PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH TAPERED TIONS* s 12. WERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOO OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEN ADJACENT LANES IS NOT GREATER THAN THAT WICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT. CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE, SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS 13EFORE THE LANES 'ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME, 13, W+4ERE THE COMPACTED THICKNESS OF A'LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERA71ONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A -LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADD11IONAL fluki ASPHALT V.00I RETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETVAEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT 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 MAY r% IWO c� nroo- tit ONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME, 14. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALLIBE DETERMINED IN ACCORDANCE NTH CALIFORNIA TEST 375, 15. IF THE IN-PLACE DENSITY OF ANY LOT.OF ASPHALT CONCRETE IS LESS THAN 92 qv0fwffft "psi �l���Illjlllllllllllll PERCENT OR GREA jlllllll I tK IN RCENT OF THE MAXIMUM THEORE71CAL DENSIITY� THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTNE WORK SHALL BE AT THE CONTRACTOWS EXPENSE. Ri Iftw K C L CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER- (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, 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, 17. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES9 ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT 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 42-2.02s "CONSTRUCTION,* OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR 9 S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. 18, BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2,2 OF THE "GREENBOOK." BASE MATERIAL IN LOCAL ROADS SHALL EITHER BE CAB OR CRUSHED MI CELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2,4 OF THE "GREENBOOK." PQRRAN12 CEMENI LQNQRLMa ---QUEM5 A =-EWA 1 GENERAL 1.1* PORTLAND CEMENT CONCRETE FOR CURBS* GUTTERS* SIDEWALK, AND OTHER 0$ FLATWORK" SHALL CONFORM TO THE PROVISIONS OF SECTION 40 AND 90 OF THE STATE OF CALIFORNIA STANDARD '-r%`PFCmwl ri lk $ X S OTHERWISE MODIFIED' BY THESE PLAN Ss'SPECIFI CA11ON S, OR CONTRACT DOCUMENTS, 1.2:.SEE ARCHITECTS PLANS AND CONTRACT DOCUMENTS FOR STRUCTURAL CONCRETE, OR CONCRETE FOR FOUNDATIONS. 20 CONQKTE 2.1 CLASS A** CLASS A CONCRETE SHALL HAVE A MINIMUM PORTLAND CEMENT CONTENT OF 564 POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4*000 PSI IN 28 DAYS#- C LASS B CONCRETE SHALL.A MINIMUM PORTLAND CEMENT CONTENT OF 500 POUNDS PER * CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 39000 PSI IN 28 DAYS, 2.3 CLASS C: CLASS C CONCRETE SHALL HAVE A MINIMUM PORTLAND CEMENT CONTENT OF 376 POUNDS PER CUBIC YARD'AND�HAVE A MINIMUM COMPRESSIVE STRENGTH OF 21,000 PSI IN 28 DAYS. 3* EMNE WHERE REINFORCED CONCRETE IS REQUIRED* REINFORCING STEEL CONFORMING TO THE APPLICABLE PROVISIONS OF THE STATE SPECIFICATIONS SHALL BE FURNISHED AND INSTALLED, 4. QQNCRLTE WaQ\AE,uEbj,M 4.1, PORTLAND CEMENT CONCRETE SHALL BE CLASS B FOR CURB AND GUTTER, ADA RAMPS, AND SIDEWALKS, AND CLASS A FOR CROSS GU RSs DRIVEWAY APPROACHES, AND ANY OTHER CONCRETE IMPROVEMENT SUBJECT TO VEHICULAR -TRAFFIC* CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION go, MPORTLAND CEMENT CONCRETE". OF THE STATE SPECIFICATIONS. 4-2: CROSS GU RS AND DRIVEWAY APPROACHES SH . ALL BE CONSTRUCTED IN ACCORDANCE W4TH CITY OF BAKERSFIELD STANDARDS AND BE IN COMPLIANCE WITH PROVISIONS OF SEC11ON 73$ $'CONCRETE CURBS AND SIDEWALKS " *-OF THE STATE SPECIFICATIONS, DRIVE APPROACHES SHALL NOT BE CONSTRUCTED NTHIN TEN FEET, OF CURB RETURNS, AS MEASURED FROM RETURN TO EDGE OF APPROACH9 UNLESS APPROVED BY THE CITY. EXPANSION JOINTS SHALL BE EITHER (A) 34-INCH TO %-INCH PREMOLlft#w M (P A Z'm %AA 0 Nl ul ^a %" K Ft ION 51-1-12 OF THE STATE SPECIFICATIONS, OR (B) 2-INCH DEEP SCORED JOINT (WAKENED PLANE, EXTRUSION MACHINE ONLY ETE IMPROVEMENTS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STANDARD DETAILS. WMITE PIGMENTED CURING COMPOUNDS, CONFOWING TO ASTM C-309, SHALL BE APPLIED TO ALL EXPOSED SURFACES OF CONCRETE IMPROVEMENTS TO PRO\ADE COMPLETE AND UNIFORM COWRAGE, CURING COMPOUND SHALL BE APPLIED WITHIN 1 HOUR OF CONCRETE FINISHING, 4.4** EXCAVATIONt GRADING AND BACI(FILLING BEHIND THE CURB RETURNS9 INCLUDING GRADING OF PARKWAYO SHALL BE DONE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR EARTHWORK, ANY EXCAVATED MATER - IAL NOT NEEDED FOR GRADING OR BACKFILL, IN THE OPINION OF THE CITY� SHALL BE REMOVED FROM THE SITE OF WORK AND DISPOSED OF AT THE EXPENSE OF THE OWNER, CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL THE DESIGN OF THE MIX PROPOSED FOR' USE, SAID MIX DESIGN SHALL SET FORTH WEIGHTS OF CEMENTs SAND* COARSE AGGREGATE AND WATER TO BE USED TOGETHER WITH A GRADING ANALYSIS OF SAND AND COARSE AGGREGATE, THE SOURCE OF SUPPLY OF MATERIALS ENTERING INTO THE MIX SHALL ALSO BE GIVEN. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACING ANY CONCRETE. IN ACCORDANCE NTH THE PLANS AND SPECIFICATIONSt INSTALL REBAR DOWELLS WEN NEW PC CONCRETE IS SHOWN TO JOIN EXISTING PC CONCRETE, KI (:z S-Ur-c.RCEDE STREET L 1600 mr-i-I)VEMENT PLANS #$BY OTHERS" DATED DECEMBER 1 Ot 2008* db Fk "I ,I,! V V_ NO., OA TF - X4#ws) /I AM pow 2 OF- 4 LONSBUQT[ON NMTES, CONSTRUCT 11' WIDE STANDARD "PRIVATE DEVELOPMENT RIGHT TURN LANE" PER CITY OF BAKERSFIELD STANDARDS. MODIFY. EXISTING 10" SIDEWALK IN ACCORDANCE NTH THE RIVERLAKES RANCH SPECIFIC PLAN. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS 'REVISED STANDARD PLAN A881 CASE "A". CONSTRUCT TYPE V -MEDIAN CURB PER C.O.B. STD, DWG. ST-18, SAWCUT TO NEAT, CLEAN, VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY THE CITY OF BAKERSFIELD ENGINEER, ADDITIONAL RIGHT OF WAY DEDICATION PER SEPARATE INSTRUMENT. INSTALL MOWER RAMP PER C.O.B. STD. DWG. L-13, CONSTRUCT SURVEY -MONUMENT ENCASEMENT PER C.O.B. STD. uw% ST --13. CONSTRUCT 6" CLASS "A" PORTLAND CEMENT CONCRETE OVER 6" CLASS 11 AGGREGATE BAS,Er OVER 12" NA11VE MATERIAL COMPACTED TO 95% RELATIVE DENSITY PER ASTM D-1557, �g INSTALL 9500 LUMEN STREET LIGHT PER CITY OF BAKERSFIELD STANDARDS. ll EXISTING STREET LIGHT TO BE REMOVED- —* SEE APPROVED SITE PLANS FOR 5601 COFFEE ROAD. -RELOCATE INTER— CONNECT. PULL BOX 5' SOUTH OF EXISTING LOCATION AS SHOWN, ....................... ............ ...... ................ .......... . . ............... ............ .......... X 0 M x J l ............ ........................... ....... .... ... a: ...... ........... . ..... .... ...... . ............ L6 a \x\ C) E-A 00 rz 00 . ....... y TO E 0 x....... ........ Lu 0 �0 ro bi . . ........ , & -cy CD 0. ....... j is 4.79 SW P R C 403 . . ........ LIGHT B x 403.4 W CL , cv X TOO, WALL V (:5 Q 0 0 41; x-mm, 4 D P W rTN G ... .. . .......... 0 c T k. 14 29+00 I 1"t - 60I x- -11. BAY TAPER TABLE STATION OFFSET FROM CL 33+81-50 61,24' lT 33+89,00 61.22' LT 33 +96.50 600,88' LT 34+04,00 60,17' LT. 34+11.50 59-13' LT 34+26,50 56.70' LT 34+41,50 54.27' LT 34+49.00 53,23' LT 34+56.50 52-52' LT 34+64.00 52,18' LT 34 +71.50 52.16' LT 9 9 0 . x .129 BAY T PER TABLE 2 STATION OFFSET FROM CL 28+92.48 7.00' RT 28+99.98 AC RT 29+07,48 STREET CENTERLINE RT 29+14,98 5031' RT 29+22,48 4,00' RT 29+37,48 1,00' RT 29+52-48 2.00' LT 29+59s98 3.31' LT 29+67-48 4.26' LT 29 +74.98 4,81' LT 29 +82.48 5.00'LT HP LONISIRUCTIQN LEGENQ -, ADNNA4 EXISTING STREET RIGHT—OF WAY LINE AC ASPHALT CONCRETE 7. STREET CENTERLINE BC BEGINNING OF CURVE "no SAWCUT LINE BW BACK OF SIDEWALK CONSTRUCTION EC END OF CURVE NOTE SEE THIS SHEET FL FLOWlLINE JO& Tc DESIGN V FS FINISHED SURFACE GB GRADE BREAK 2•00% DESIGN SLOPE HP HIGH POINT' 402-23X CROWN EXISTING "TOP O" SHOT WITH DESCRIPTION LP' LS LIP OF GUTTER LANDSCAPE EXISTING GROUND CONTOUR PCC PORTLAND CEMENT CONCRETE 35+00 SW SIDEWALK _1�1 EXISTING WOOD FENCE TC TOP OF CURB TOC TOP OF CONCRETE r.A10 "N%7 CHAIN LIME rLNUL war m EXISTING WATER VALVE GV EXISTING GAS VALVE EXISTING UTILITY POLE . ...... ...... PARCEL BOUNDARY 0 0 ao w CONSTRUCT 5" A.C, PAVING OVER 4" CRUSHED AGGREGATE BASE OVER 21" NATURAL GROUND COMPACTED TO 95% MAX. DENSITY 11 40100. 9,0 11 TC EC 405.03 TLAND GATE BASE ,12" NATIVE MATERIAL COMPACTED TO 95% RELATIVE DENSITY PER ASTM D-1557 -- RIGHT TURN eNF SAWCUT PAVEMENT & PATCH PER C.O.B. STANDARDS. THESE PLANS SUPERCEDE STREET IMPROVEMENT PLANS "BY OTHERS" DATED-DECEMBER 10, 2008* -0011111111- 90' BAY TAPER SEE TABLE 1 w CIE. w Ia. < < as z 0 5 z w 81w LL O. ....... w­_­.­­ ......... '&"CURB GUTTER AC X404.60 11514 -, ADNNA4 XWWAMV: AM 7. W.,,w..TC- POC BROKEN &WE' 3 U-n-OF 4 o...... 0 405.03 Lo 0 m 3 0 10 -qc, . . O© 0 6 0 -- a r 34,+-00 CD 35+00 _1�1 00 af ................. ...... ....... . ................. ................. 00 TC B C� . . . ......... .... . ...... ... . ... Lo ou 00 Lu 405.05 o a- mot- NQp oU Lo _x_ co ou rl_ L6 0 u I HORIZONTAL: 1"= 20' VER11CAL: 1 m= 2' ul cL uJ cf) 4ft 0. 0* 0 0 11 - < w on (n m MEN, U. LL_ Ln a Lo 0 z # w 406 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . to w . . . . . . . . . . . . 0 • N + . . . . . . . . . . . . . . . . . . . . . . . . . .. . . 00 VINE, N. . . . . . . . . . . . . . . . . . . . . . . . . . 4N ., -j ?3 3143 ON CLO W PROPOSED CURB FACE PROFILE ,x„04. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . • . . . . . . &A* • . . . . . . . . . . . . . . . . . . . . . . . . . . ...... 404 ,.... ,...r.+s .p•. p.w� ....ew.� , • • • • • • �•� �. �.� �• .rr� «+.•� _.. wrw� ,r.r. w. � •r _ .. � - .wr.. �....� .•....+. ....r, mow..•.. +.rte. �w +rrr+ wn.•w.. ..n..n+. .wwwo ..r..r. rw..r • ' ± • ................ ...................................... .................. ....... ................................. • EXISTING FLOY&INE PROFILE 402 ............................................... 31+00 32+00 33+00 ............. ......................................... 402 34--,i-00 5+00 AVEST CU RB FACE PROFILE (BI - � T TURN LANE) 40 M F* V� R-ECOR DRAW.1, 0 04 to oo#** U. Af 0> Ps 40.6 ................ # +, *+* ........................................................ V" ...... ....... MArTHEW K. VOVILLA VEEN` VEEN* ......... DATE ACt•43i30. 8XPlAtt �lw imj4 ................. ............... 406 -.j ................ 0 .......................................... ................. 131-000 . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . .. ............ ............ PROPOSED FLOWLINE PROFILE 404................, ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 . . . . . . . . . . . . . . .. 404 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING FLOWLINE PROFILE 402 ............... ......... ...................... 31+00 32+00 33+00 ................... .................................... .402 WEST FLOV&I E PROFILE 34­�,,­-00 35+00 dQBAb: 11514 -, ADNNA4 XWWAMV: AM PUN C/EGWEDBY.' &WE' 3 U-n-OF 4 -SIM QEU IM Co A 1] P A ffm M E N T 13.joc QN Sl GN AGE bl,QIES 1 TRAFFIC STRIPING, PAVEMENT LEGENDS, 8c RECESSED MARKERS SHALL BE PER. CALTRANS STANDARD PLANS AND SPECIFICATIONS AND THE CALIFORNIA MUTCD, CURRENT EDITIONS* PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (AP 4`A AGC . ALL CONFLICTING MARKINGS SHALL BE REMOVED BY W.T SANDBLASTING. ALL CONFLICTING I I RAISED. PAVEMENT MARKERS SHALL BE PRIED OFF AND ANY REMAIN.NG RESIDUE SHALL BE REMOVED BY WET WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. PRIOR TO COMMENCING WORK, CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN AND OBTAIN APPROVAL FROM THE CITY INSPECTOR. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE BE PER THE CALIFORNIA MUTCD, CURRENT EDITION. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED ECAJAL.. STRIPING AND SIGN O SIGNING TOE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. STRIPING AND MARKINGS FOR LIMIT LINES SHALL .BE THERMOPLASTIC CONFORIWIING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS, EXCEPT WHERE NOTED OTHERWISE. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAIN PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING* ' PAVEMENT PARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR* LANE WIDTH SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. ALL EXISTING STRIPING AND PAVEMEMNT MARKINGS IN THE AREA WHICH IS TO REMAIN AND %=moor WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CON DITTO NS BE CHANGED A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING PARCEL BOUNDARY EA MENT d EUhlE_A13QN. LE MND INSTALL TRAFFIC STRIPE PER CALTRA STANDARD PLAN N0. 'S O A20A, A208, AND A20D. NUMBER IN # INDICATES DETAIL NO, ON STADARD PLAN LL INSTALL 12" WHITE (OR HIGH CONTRAST STAMPED PAVING) LIMIT LINE AS SHOWN �R REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN CONFLICT WITH NEW CONSTRUCTION* COVER REMOVAL AREA NTH ASPHALTIC EMULSION �Y PAINT MEDIAN NOSES YELLOW 't. TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN j' TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN J m INSTALL "BIKE LANE" PAVEMENT MARKING AND ARROW PER CALTRANS STANDARD PLAN �0� c�0 GC}DES 12-514 Omi —3 YELLOW DIAMOND OBJECT MARKER OM2-1H HORIZONTAL OBJECT MARKER R1 -1 STOP SIGN R3-5(R) TURN ONLY (RIGHT) R3-7 RIGHT LANE MUST TURN RIGHT R5-1 DO NOT ENTER R6 -1(R) ONE WAY (RIGHT) R7-9 "NO PARKING" BIKE LANE R26(CA) NO PARKING ANY11ME R81 BIKE LAKE W3_3 SIGNAL, AHEAD W4-7(L) THRV TRAFFIC MERGE (LEFT) SNS STREET NAME SIGN NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWIISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. 2 QN LEGEND EXISTING SIGN TO REMAIN INSTALL NEW 1 POST SIGN RELOCATE EXISTING SIGN PROPOSED TRAFFIC CONTROL SIGN PROPOSED STREET NAME SIGN c PARCEL BOUNDARY 4b R1 - -1 SNS ...................... .. ... ...... . ..................... ....... . .......... ... ................. LL . .... ................. R26( CA 9R81 \� R7— R3-7 .... . .... R7-9 • n t ....... . .............. ...... .... ©............ ............. .......... ........................ ... ........ .................... —1.1-1 ......... ........... ... FUTURE STRE ........ . .. ......... ET ........... ......... .. ............ ........ R.O.W. ........... ....... ........... . ...... .... ...... REM?y�,­� iSTII`�,Gv REMOVE ........... e4 ..... . . ......... ...... ................... ................. ............... ...... 'ING ........ ........... .......................... cccco ......... ..... EXIST 41 .... ............. ... .. . ........... ........ ­­w- -­� ..... . . .......... .............. 4. ......... MUNN* ommomm ............... .......... 14. . Imp•ANIMM .......... ....... ­.. , % �b 4 .............. ........ b. a A. 4rl ......... ....... .. 4 WN • 4 41 STREET R.O.W. ...... ....... N. 6 . .... . ............ ...... ..................................... ................ • .. .. . .................... . .............. . ......... ...... ............. --­---------- 5 Cl MAO........ . ... ...... ......... . ............. EXISTING STRIPE FROM 3.4+68± ............ R EXISTING STRIPING EXISTING STRIPE FROM 39 31+41± TO 34+68± TO REMAIN 31+41± 31+41± TO%,.w34+68± us"Oft-mobwo-wft �/�M.WWMO� . — . � In 30+00 31+00 c*4 "moomm""w" jwoowwls� EXISTING STRIPING TO REMAIN m � \.2.5-1.. oftoonow9momm.� R26-(CA)/R8I/ SNS R6-1 �R)ZOM1 —3. R6-1(R) 4"wooMmax 1-3 owta R5-1 1 32+00 HORIZONTAL: 1"= 20' 0 leis] so] li Ill gab * vk oo� gag MATTHEW K. VOVILLA DATI RCE 43130 EXPIRES 3-31-14 TH' =SE PLANS SUPERCEDE STREET IMPROVEMENT PLANS "BY OTHERS" 10, 2008* DATED DECEMBER JOS Ab, 12-514 DWGNO.,.- 12-5>4 aV AA 7E. " pPANNBY ADA ClECKEDBY AKV SET 4 OF 4 SHETTS,