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6.1-1843
PROJECT TEAM OFF-SITE STREET IMPROVEMENT PLANS DUNKIN DONUTS CONTACT SURVEYOR ARCHITECT FOR E MATT HIGGINS, DIRECTOR WILEY D. HUGHES JAMES S. BICKEL, J.R. y x 610 NEWPORT CENTER DR, STE 1520 WILEY D. HUGHES, SURVEYING BICKEL GROUP ARCHITECTURE o NEWPORT BEACH, CA 92660 218 SOUTH "H" STREET, STE 203 3600 BIRCH STREET, SUITE 120 r (714) 925-0743 (CELL) BAKERSFIELD, 93304 NEWPORT BEACH, CA 9260 23RD ST BETWEEN F ST AND G ST s MATT®FRONTIERRELCOM (661) 834-14922 (949) 757-0411 (661) 834-1529 FAX LEGEND ABBREVIATIONS OWNER CONTACT GPREWITTODPSIING.GQM ALEX OSINSKI G ST 23RD ST AND 24TH ST ' 1800 23RD STREET LLC CIVIL ENGINEER CENTER LINE AB - AGGREGATE BASE 23727 HAWTHORNE BLVD, STE 100 JOHN POLLOCK, PE AC -ASPHALT E TORRANCE, CA 90505 o ti (949) 800-8997 OFFICE KIMLEY-HORN AND ASSOCIATES, INC. - - PROPERTY LINE BC - BACK OF CURB a - 765 THE CITY DRIVE, SUITE 200 BEG - BEGIN o (310) 866-1343 CELL ORANGE, CA 92868 BAKERSFIELD CA 93301 GB GRADE BREAK LINE BS - BOTTOM OF STEP ALEXOFRONTIERRELCOM (714) 789-6125 BLDG - BUILDING rn < (714) 938-9488 FAX 483.00 TC BW - BACK OF WALK 0 o JOHN.POLLOCK®KIMLEY-HORN.COM CUP# 18-0048 482.50 FS PROPOSED SPOT GRADE CB - CATCH BASIN CF - CURB FACE _C482 75 482.25 FS) EXISTING SPOT GRADE GONG. - CONCRETE E EUTILITY PURVEYORS...-•. CONST. - CONSTRUCT, CONSTRUCTION OF - DEEPENED FOOTING WATER WATER SEWER ELECTRICITY & GAS 2.2% PROPOSED FLOW DI - DRAIN INLET (DIRECTION AND SLOPE) DW -DOMESTIC WATER w o CALIFORNIA WATER SERVICE CITY OF BAKERSFIELD CITY OF BAKERSFIELD PACIFIC GAS AND ELECTRIC rg ,:.. E - EAST s 3725 S. H STREET DEPARTMENT OF WATER WASTEWATER DIVISION TODD ADAMSON BAKERSFIELD, CA 93304 RESOURCES6901 MCCUTCHEN ROAD 4101 WOBLE ROAD EG - EDGE OF GUTTER w .° (661) 837-7232 1000 BUENA VISTA ROAD BAKERSFIELD, CA 93313 BAKERSFIELD, CA 93313 �`':i ELEC - ELECTRIC > o BAKERSFIELD, CA 93311 (661) 326-3249 >w. STANDARD DUTY SIDEWALK EP - EDGE OF PAVEMENT o (661) 326-3715 (661) 398-5960 CONCRETE FF - FINISHED FLOOR T1 AC°DPGE.COM 15 FG -FINISHED GRADE FL - FLOW LINE > ' A DRIVEWAY CONCRETE FS- FINISHED SURFACE ° BENCHMARK NOTE FW - FIRE WATER f FULL DEPTH ASPHALT REMOVAL AND GB - GRADE BREAK 3 BENCHMARK FOR THE "ALTA" SURVEY (SEE SHEET C1.1) IS USGS Y 67 (FU1743) WITH AND ELEV.=401.11 PER NGS REPLACEMENT NV - INVER POINT DATA SHEETS. BENCHMARK IS LOCATED 87+/- ALONG THE CENTERLINE OF 19TH STREET AND 20 +/- FEET SOUTH R - IRRIGATION WATER o' TO A POINT 1' SOUTH OF THE CURB LINE AND SET ON TOP OF CONCRETE POST PROJECTING 0.4' ABOVE GROUND. IRR -JUNCTION STRUCTURE 3 o � LP - LOW POINT BASIS OF BEARINGS NOTE a w :, RIGHT-OF-WAY IMPROVEMENTS IN - PORT°ND GEMENT CONCRETE > = P/L - PROPERTY LINE °MATERIALS QUANTITY PILE - PUBLIC UTILITY EASEMENT I °' THE BEARING OF N00'49'43"E SHOWN FOR THE CENTERLINE OF "F" STREET ON RECORD OF SURVEY IN BOOK 21 AT - PAGE 78 WAS TAKEN AS THE BASIS OF BEARINGS FOR THIS SURVEY. 1. COMMERCIAL DRIVEWAY APPROACH CONCRETE 1088 S.F. PIV -POST INDICATOR VALVE 0 PVC - POLYVINYL CHLORIDE 2. TYPE "A" CURB AND GUTTER 196 L.F. R - RADIUS «t; RD -ROOF DRAIN E 3. 2.0' WIDE SEC-PON OF TYPE 3 ASPHALT CONCRETE 770 S.F. RW - RECLAIMED WATER o LEGAL DESCRIPTION PER TITLE REPORT- LE TPAVEMENTEST TO VERSFY EXISTINGTRAFFICINDEXAND (86 S.Y.) S/W -- RIGHT-OF-WAY SEWER OR SOUTH THE LAND REFERRED TO IN THIS COMMITMENT IS SITUATED IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF SECTION SELECTION). SO - STORM DRAIN pCALIFORNIA, AND IS DESCRIBED AS FOLLOWS: VICINITY MAP 4. SIDEWALK CONCRETE PAVEMENT 431 S.F. STA -STATION SCALE: NTS SS - SANITARY SEWER t yr nus r RR on n T. oco r 65 L.F. SSPWC - STANDARD PLANS FOR PUBLIC N LOT "A" AS SHOWN ON CERTIFICATE OF COMPLIANCE PARCEL MAP WAIVER NO. P99-0093, AS EVIDENCED BY DOCUMENT WORKS CONSTRUCTION RECORDED MAY 07, 1999 AS INSTRUMENT NO. 0199065846 OF OFFICIAL RECORDS, BEING MORE PARTICULARLYLR�SW -SIDE WALK a DESCRIBED AS FOLLOWS:^ T - TELEPHONE c s TC - TOP OF CURB o BEING A MERGER AND REDIVISION OF THOSE PORTIONS OF LAND DESCRIBED AS LOTS 8 THROUGH 10 INCLUSIVE IN BLOCK 6. 2 COATS OF WHITE 4" THICK PARALLEL PARKING 7 EA. W - WATER OR WEST o 157 OF THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA AS SHOWN ON THAT CERTAIN MAP DATED STALL RAPID DRY WATER BORNE STRIPING PAINT XXX.XX -PROPOSED ELEVATION MARCH 10, 1904, ENTITLED "SALES MAP OF KERN COUNTY LAND COMPANY SHOWING SUBDIVISIONS OF ITS ADDITIONS TO KEY MAP I I F THAT MEETS CURRENT CALTRANS STANDARD FOR (XXX.XX) - EXISTING ELEVATION HIGHWAY MARKINGS. w THE CITY OF BAKERSFIELD, KERN COUNTY CALIFORNIA", WHICH SAID MAP WAS FILED ON APRIL 19, 1904 IN BOOK 1, BAKERSFIELD, CA F_ F_ U v PAGES 13 AND 14 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY AND THE STRIP OF LAND W LU 7. NEW CAMUTCD R1-1 STOP SIGN 1 EA. VACATED PURSUANT TO RESOLUTION BY THE COUNCIL OF THE CITY OF BAKERSFIELD, APPROVED APRIL 11, 1949 AND WSHEET INDEX Of p o RECORDED APRIL 27, 1998 AS INSTRUMENT NO. 0198116863 OF OFFICIAL RECORDS, ALSO BEING A PORTION OF SECTION W' 8. NEW CAMUTCD R3-1 "NO RIGHT TURN" SIGN AND i EA. o v 25, TOWNSHIP 29 SOUTH, RANGE 27 EAST, M.D.M. AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: F- En POST 9. NEW CURB RAMP PER CALTRANS STANDARD PLAN 1 EA. Sheet COMMENCING AT THE CENTERLINE INTERSECTION OF 24TH AND "G" STREETS; THENCE SOUTH 00' 49' 19" WEST, ALONG o W A88A. TO BE CONSTRUCTED BY THE CITY. Sheet Title THE CENTERLINE OF "C" STREET DISTANCE OF 41.25 FEET; THENCE NORTH 89' 10' 08" WEST, AND PARALLEL WITH THE - - LU _ Number L' CENTERLINE OF 24TH STREET, SAID POINT BEING ALSO THE NORTHEAST CORNER OF SAID BLOCK 157 AND THE TRUE' 24TH STREET = C1.0 CIVIL COVER SHEET STREETS EFFECTED BY IMPROVEMENTS, C1.1 EXISTING CONDITIONS in d POINT OF BEGINNING; ~ f Z- ~ElW C2.0 GENERAL NOTES w G STREET (ON THE WEST SIDE, NORTH OF 23RD STREET 227 L.F. w T THENCE 1) SOUTH 00' 49' 19" WEST ALONG SAID WEST RIGHT-OF-WAY LINE OF "G" STREET A DISTANCE OF 76.90 FEET; I $ INTERSECTION) C2.1 CITY GENERAL NOTES 43 °111 L.F. C3.0 DEMOLITION PLANS THENCE 2) NORTH 89' 10' 50" WEST, A DISTANCE OF 124.97 FEET TO THE WEST LINE OF SAID VACATED STRIP OF LAND; 1� M23RD STREET (ON THE NORTH SIDE, EAST OF THE G STREET a INTERSECTION) C4.0 IMPROVEMENT PLAN C4.1 IMPROVEMENT PLAN DETAILS in THENCE 3) NORTH 00' 49' 21" EAST, ALONG SAID WEST LINE A DISTANCE OF 76.93 FEET TO THE SOUTH RIGHT-OF-WAY ~ LINE OF SAID 24TH STREET. - w - 23RD STREET - - - N THENCE 4) SOUTH 89' 10' OS" EAST, ALONG SAID SOUTH RIGHT-OF-WAY LINE A DISTANCE OF 124.97 FEET TO THE SPECIAL NOTES TRUE POINT OF BEGINNING. W m = 1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY PHASE CONSTRUCTION, THE CITY CONSTRUCTION m LANDEXCEPTING AS RESERVED M ALL BY Y KERNI COUNTY MINERALS COMPANY,,TAECORPORAATON8 TO WUBSAMNCES GANNOWITHIN N, ET ORUNDERLYING (IN DDEEDI RECORDED INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT PROJECT I (805 661) 326-3049. I o NOVEMBER 27, 1945 IN BOOK 1298, PAGE 353, OF OFFICIAL RECORDS. FI ,, COMPACT o h uV 2 ION TEST NOTE - COMPACTIN TEST R/SUBDIVIDER/CO TRACTOROTHE NUMBER OR REQUIRED E THE TESTS SHALL BE DETERMINED APN: 003-121-06 BY THE CITY ENGINEER. o t KEY rn SCALEMAP200' 3 GENERAL ACHMENCT R SHALLMIT OBCAINI PROPER INSURANCE FOR WORK WITHIN THE RIGHT OF WAY AS SPECIFIED �a ENGINEER'S CERTIFICATE STATEMENT COMMMERCIAL - $1,000,000 COMPREHENSIVE GENERAL LIABILITY INSURANCE WITH AN ADDITIONAL ENDORSEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST FORM IN FAVOR OF THE CITY, ITS MAYOR, COUNCIL, OFFICER, AGENTS, EMPLOYEES AND VOLUNTEERS. OF MY a DESIGN CRITERIA, AND D AND TBELIEF TTHE CITY OF BAKERSFIELD ORDINANCES, INSTANDARDS, TTHEY NCLUDEALLIMPROVEMENT REQUIREMENTS ADVISORY AGENCY SITE INFORMATION INSURANCE TO INCLUDE EXPIRATION DATES, IF APPLICABLE, (IF NOT DEFINITE). INSURANCE IS TO BE MAINTAINED o ° OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, > v AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH ON THE PROPERTY THROUGHOUT THE LIFE OF THE PERMIT. 0 o CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. SITE ADDRESS: 1800 23RD STREET 4. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BARKERSFIELD PUBLIC WORKS DEPARTMENT aI s BAKERSFIELD, CA 93301 FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN o SITE AREA: 0.537 AC (23,407 S.F.) IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE 3 / APN: 003-121-06-00-1 FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF PERMIT. Y t _ ZONING DISTRICT: C-1 NOTE: UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO 2 WORKING DAYS PRIOR TO CONSTRUCTION O g 86160 LAND USE: COMMERCIAL LIMITED ( ) E t �Z� / EXISTING USE: COMMERCIAL (1-800-642-2444) ° .JOHN POLLOCK, P ,i RCE NO. DATE PROPOSED USE: COMMERCIAL o, d CUP#: 18-0048 o E6.1-1843 STREET PERMIT NO.: CITY RECORDS NO. ssuE DATE DESCRIPTION CrN OF BAKERSFIELD PROJECT ADDRESS CITY OF BAKERSFIELD (5j�( ENGINEERS SEAL ��� 0���� LT ESSI Kimley*Horn RENEWED: j?y_��✓L- z/zs/IY DRAWN BY ti`�� K P6<<p��, 765 THE CITY DRIVE, SUITE 200 TRAFFIC ENGINEER T DATE DIAL TWO WORKING �� _' - };,(� 1800 23RD ST BEFORE DAYS BEFORE JP W 'F ORANGE, CA 0392868 REVIEWED "^�� 2 L I YOU DIG YOU DIG (714)939-1030 CHECKED BY * R¢N0. &iW * ;PR APPROVED: STUART PATTESON-ASS .PUBLIC WORKS DIR. DA-6TE � BAKERSFIELD, 1 0520 CIVIL COVER SHEET C1.0 TOLL FREE 1-8110-227-2600 i°. �r PREPARED UNDER THE DIRECT SUPERVISION OR RCE 44898 {i�3}f4e" � KHA PROJECT ID: 194052001 TH yi OMI P8 APPROVED. Z 2 A PUBUC SERVICE BY fOr CA1.,Fo DATE: 2/18/2019 NICK FIDLER - UBUC WORKS DIRECTOR DATE UNDERGROUND SERVICE ALERT RECOMMENDED JOHN PO K, R.C.E. NO. 86160 EXP. 12/31/20..1 RCE # 61069 RIP 4"il,iillip 3 0 w z 3NTT,6 bo00N Ln 'Lalywis 0 w Irl - tie J l Oni w m Q n opN TD w m P w4 o \ P m o _ o v P � - - u 'i ' v.4rh" O '� Q 3„TT,6"e 68'9L b OON e9r o `°off U. .P C, a J V a-OC� P rye p O a C °. '. .'.'.', .'>�;.:.:.'. .� - :•. .: �,:.'.', .LN o 286- - �` X we v i6tSooN. Ny L Oil J s I t a 4 n � IT k yePj 4 X �yJ LJ _� n' w v I I oo v a4 2 lvf G J .-y 0 0. �5 1'• a d _ aq a z 71 X4 LJ a mw Qu vo m C. L L lil llF d !P 1I [ X V "N hil LAgo ii Jx �- wim r, v n a is S"IL. '-E,uX v 1 n >I 1 1 X W F o W a•o l v � i n rr^^ c, W Jn I� I i� k 4G .o o o - U7 a Axl �m il, pl o n o o 0J u cu ® - u o o in 1 1 . Uj OJ s w N _ o [U L7 m3 w ® a 3 co co ti i o N' � h w a>Z jos`'.' . J n a a "rw0 o a OFo - O W W m J Ups ,u G -'J. NY= c. 'D a N S d ui X ©o;rNt a nuo p0 NwnW�U:W :mow M > wev `° IM Nw V a p VI .a �Q T W W � G m u Z t0 il c� mhw o_ Q� �q o W cc e m w a z N� ®� p o� 'L3J •.'. 'Om iu.- -o N� ave �o- mo ® 3 z �¢m• o L P i " m , / O J N > U 6 mU r QUO N F p oou i r - Q ,m C- '. I. I � I I ILII x z 0 m 06'9L A m l tt S 4\11 p 5 W .'.' .. z x QF8 O o UJ W P�'.Y J.< 14 Gz7 N -QZW� 0 LA tl iaf g al LL wOI-�0 W Y J W WN<< F GO w z L, owF00 Ir OL W Ow�w r F- L- Llij to w !n N z x Fx� ©Ny N a Q f7 � � A� b W' �w33� J W�)) Q W min Y) rq _ IIS O /�wz11 ILII 0 m 06'9L A m w� tt S 4\11 p 5 O .'.' .. z x QF8 O UJ W P�'.Y J.< -QZW� 0 LA tl iaf g al LL wOI-�0 W Y J W WN<< F GO w z L, owF00 Ir OL W Ow�w r F- L- Llij to w !n N z a ©Ny N V)LiLi O 4 F GO 0 ,EZ L gT W' �w33� J Q W min rq _ m s ww wrz w:ww¢ w W�larn `rz w x '' 77 ol w N,I z u n m y ¢ .ar•i touucm -�w�W se-J�.m�lrl- '�- I� Z ,j £ C I p q 6 '0 7 & .W. C IJ l i .p. c ¢ a n �l ¢ u H> 1 N J_ W W U T �� 03/13/2018 z� > W ® ik J `>s, e to w u w x WILEY D. HU 5 L.S. 377 DATE J` SI!RVE' p df] ZK r OWY£W£ JL W !' Q.0 J �JOO� J� Z K/iV0.t (J LI LJCi .� a<[w wzn es�cngaWJ•�W— riD Wry �i tF `��:Gp, aFP` NOT TO SCALE _ FOR REFERENCE ONLY 6.1-1843 CITY RECORDS NO. D��A 57 ISSUE DATE DESCRIPTION JIISI� I\\\(\\\����'lll (/�^"\ fIV^CI�'LJ!( u�u E"GI"Ej�o�. ` Kimley»> Horn � OF BAKERSFIELD PROJECT ADDRESS CITY OF BAKERSFIELD J o LTw?c� P Pbtt <^2 REVIEWED: DRAWN BY �''�� 765 THE CITY DRIVE, SUITE 200 TRAFFIC EN G DATE 1800 23RD ST EXISTING DIAL 1W0 SNORKING �7 C x1�x1 ORANGE, CA 92868 REVIEWED•. BEFORE DAYS BEFORE JP ¢` 8 160 O ANGE,1030 YOU DIG YOU DIG SMART PATESON- . PUBLI KS DIR. DATE BAKERSFIELD, CA 93301 r'+ . �I tl CHECKED BY * * RCE d 448 EXP 3/31 CONDITIONS C I s cP PREPARED U THE DIRECT SUPERVISION OF: KHA PROJECT ID. 194052001 TOLL FREE 1-800-227-2600 „ c1v1� �> - APPROVED: A PUBLIC SERVICE BY TH Ts DF GAUFO� DATE: 2/18/2014 ICK FIDLER - PUBLIC WORKS DIRECTOR DA UNDERGROUND SERVICE ALERT RECOMMENDED JOHN PO R.C.E. NO. 86160 EXPUAt. —12/31/20 RCE # 61069 EXP 12/31/20 0 m 06'9L A m 0 r K 5 ... .'.' .. x g al t7 S� a a� N ,EZ L gT _ O , L� o mgt pw u w 4 9 vm r �" ovLL 9�pau " W m� - _41 O D cn Ti �� � �v _ SH SET OF —_ — - m m - _. `I m 2 2 �oJ z Hu .d zS � ma �' tli- g y LILCZ iJJ mu a ^mu or -W w>> vl,.e� JOB N0. 18300 mwn n m4©F as wu DWG m s ww wrz w:ww¢ w W�larn `rz w x '' 77 ol w N,I z u n m y ¢ .ar•i touucm -�w�W se-J�.m�lrl- '�- I� Z ,j £ C I p q 6 '0 7 & .W. C IJ l i .p. c ¢ a n �l ¢ u H> 1 N J_ W W U T �� 03/13/2018 z� > W ® ik J `>s, e to w u w x WILEY D. HU 5 L.S. 377 DATE J` SI!RVE' p df] ZK r OWY£W£ JL W !' Q.0 J �JOO� J� Z K/iV0.t (J LI LJCi .� a<[w wzn es�cngaWJ•�W— riD Wry �i tF `��:Gp, aFP` NOT TO SCALE _ FOR REFERENCE ONLY 6.1-1843 CITY RECORDS NO. D��A 57 ISSUE DATE DESCRIPTION JIISI� I\\\(\\\����'lll (/�^"\ fIV^CI�'LJ!( u�u E"GI"Ej�o�. ` Kimley»> Horn � OF BAKERSFIELD PROJECT ADDRESS CITY OF BAKERSFIELD J o LTw?c� P Pbtt <^2 REVIEWED: DRAWN BY �''�� 765 THE CITY DRIVE, SUITE 200 TRAFFIC EN G DATE 1800 23RD ST EXISTING DIAL 1W0 SNORKING �7 C x1�x1 ORANGE, CA 92868 REVIEWED•. BEFORE DAYS BEFORE JP ¢` 8 160 O ANGE,1030 YOU DIG YOU DIG SMART PATESON- . PUBLI KS DIR. DATE BAKERSFIELD, CA 93301 r'+ . �I tl CHECKED BY * * RCE d 448 EXP 3/31 CONDITIONS C I s cP PREPARED U THE DIRECT SUPERVISION OF: KHA PROJECT ID. 194052001 TOLL FREE 1-800-227-2600 „ c1v1� �> - APPROVED: A PUBLIC SERVICE BY TH Ts DF GAUFO� DATE: 2/18/2014 ICK FIDLER - PUBLIC WORKS DIRECTOR DA UNDERGROUND SERVICE ALERT RECOMMENDED JOHN PO R.C.E. NO. 86160 EXPUAt. —12/31/20 RCE # 61069 EXP 12/31/20 9 .z N Y 0 E O C 3 a 0 GENERAL CONSTRUCTION NOTES ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. THE CONTRACTOR AND SUBCONTRACTORS SHOULD BE FAMILIAR WITH ALL STATE AND LOCAL REQUIREMENTS RELATED TO SITE CONSTRUCTION ACTIVITIES PRIOR TO COMMENCING WORK. ALL WORK SHALL CONFORM AS APPLICABLE TO THESE GOVERNING STANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER, GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTIUTIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN. THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. AN APPROXIMATE LIST OF THE UTILITY COMPANIES WHICH THE CONTRACTOR MUST CALL BEFORE COMMENCING WORK IS PROVIDED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. THIS LIST SERVES AS A GUIDE ONLY AND IS NOT INTENDED TO LIMIT THE UTILITY COMPANIES WHICH THE CONTRACTOR MAY WSH TO NOTIFY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER AND DESIGN ENGINEER OF RECORD DIRECTLY FROM THE TESTING AGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIED RECORD SURVEY SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA DEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS THAT ARE REQUIRED BY THE JURISDICTIONAL AGENCIES FOR THE CERTIFICATION PROCESS. ALL SURVEY COSTS WILL BE THE CONTRACTORS RESPONSIBILITY. FOR DOCUMENTING AND MAINTAINING AS -BUILT INFORMATION SERVICES ARE ENGAGED BY THE CONTRACTOR ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WTHIN 24 HOURS AFTER DISCOVERY IS MADE. ANY EXISTING UTILITY, WHICH IS TO BE EXTENDED, WHICH IS THE CONNECTION POINT FOR NEW UNDERGROUND UTILITIES, OR WHICH NEW FACILITIES CROSS, SHALL BE EXPOSED BY THE CONTRACTOR ENGINEER. IF IN THE OPINION OF THE INSPECTOR A CONFLICT EXISTS, THEN THE ENGINEER SHALL MAI ANY NEEDED GRADE AND/ OR ALIGNMENT ADJUSTMENTS AND REVISE THE PLANS ACCORDINGLY. ALL GRAVITY FLOW PIPELINES TO BE LAID UPGRADE FROM THE LOWEST POINT STARTING AT THE END OF EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURS PRIOR TO BACKFILLING OF ANY PIPE WHICH STUBS TO A FUTURE PHASE OF CONSTRUCTION FOR INVERT VERIFICATION. TOLERANCE SHALL BE IN ACCORDANCE NTH CITY STANDARD SPECIFICATIONS. EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 2. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 3. EROSION CONTROL PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 5. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH. SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA. AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 6. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 7. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 9. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 10. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. 11. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS WHERE CONSTRUCTION HAS TEMPORARILY CEASED. 12. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACNVITY HAS PERMANENTLY STOPPED SHALL BE STABILIZED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRED IN THESE AREAS. 13. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. 14. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED AS SOON AS POSSIBLE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. 16. PAVING, GRADING AND DRAINAGE NOTES 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR CALTRANS SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND REPAIRED TO EXISTING CONDITION OR BETTER. 3. TRAFFIC CONTROL ON ALL CALTRANS, LOCAL AND COUNTY RIGHTS-OF-WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 4. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL AN ADEQUATE STABILIZATION OCCURS. 5. ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE COVERED WITH ROCK UNLESS INDICATED OTHERWISE ON THE LANDSCAPE PLAN. 6. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS. 7. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 8. WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND MATCH THE EXISTING PAVEMENT ELEVATION NTH THE PROPOSED PAVEMENT UNLESS OTHERWISE INDICATED. 9. THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPUCABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE NTH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. IN SOME CASES TOPSOIL MAY BE STOCKPILED ON SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS BUT ONLY AS DIRECTED BY THE OWNER. 12. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY. 13. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE STABILIZED BY MEANS AND METHODS APPROVED BY THE LOCAL AGENCY. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE COVERED WITH ROCK OR MULCHED AS SHOWN ON THE LANDSCAPING PLAN, 14. ALL CUT OR FILL SLOPES SHALL BE 4 (HORIZONTAL) :1 (VERTICAL) OR FLATTER UNLESS ON-SITE & OFF SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION OTHERWISE SHOWN AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE EROSION CONTROL PLAN AND PERMITTED IN SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY NTH ALL GOVERNING 17. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION RUNOFF VELOCITIES AND EROSION. 18. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. 19. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACK FILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. 16. THE CONTRACTOR SHALL TAKE ALL REWIRED MEASURES TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS OF THE GOVERNING CODE. 17. EXPOSED SLOPES SHOULD BE STABILIZED WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 18. THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF THE REQUIRED PERMITS COMPLETE NTH ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY GOVERNING JURISDICTIONS. 19. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 20. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS. WATER AND SEWER UTILITY NOTES 1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATEF OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE NTH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE THE CONTRACTOR SHALL COMPLY NTH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. THE CONTRACTOR SHALL ALSO SCOPE THE SEWER LINES ON SITE AND RECORD A DVD. 3. THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS NTH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5. ALL PHASES OF INSTALLATION, INCLUDING UNLOADING, TRENCHING, LAYING AND BACK FILLING, SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. WATER FOR FIRE FIGHTING SHALL BE AVAILABLE FOR USE PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE NTH THE GOVERNING JURISDICTIONAL AGENCYS SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8. UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF CALIFORNIA PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REWIRED. BUILDING AND SAFETY DIVISION 1. FILL TO BE COMPACTED TO NOT LESS THAN 90% OF MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. SOIL COMPACTION TEST D1557. 2. FIELD DENSITY WILL BE DETERMINED BY THE SAND -CONE METHOD A.S.T.M. 1556-07 AND/OR NUCLEAR DENSITY GAUGE METHOD A.S.T.M. 2922/3017. IN FINE GRAINED, COHESIVE SOILS, FIELD DENSITY MAY BE DETERMINED BY THE DRIVE -CYLINDER METHOD D2937 A.S.T.M. PROVIDED NOT LESS THAN 20% OF THE REQUIRED DENSITY TESTS, UNIFORMLY DISTRIBUTED, ARE BY THE SAND -CONE METHOD. THE METHOD OF DETERMINING FIELD DENSITY SHALL BE SHOWN IN THE COMPACTION REPORT. OTHER METHODS MAY BE USED IF RECOMMENDED BY THE SOILS ENGINEER AND APPROVED IN ADVANCE BY THE BUILDING OFFICIAL. 3. NOT LESS THAN ONE FIELD DENSITY TEST WILL BE MADE FOR EACH TWO -FOOT VERTICAL LIFT OF FILL NOR LESS THAN ONE SUCH TEST FOR EACH 1,000 CUBIC YARDS OF MATERIAL PLACED UNLESS OTHERWISE RECOMMENDED BY THE SOILS ENGINEER. 4. NO FILL TO BE PLACED UNTIL STRIPPING OF VEGETATION, REMOVAL OF UNSUITABLE SOILS AND INSTALLATION OF SUBDRAINS (IF ANY) HAS BEEN INSPECTED AND APPROVED BY THE SOILS ENGINEER. 5. NO ROCK OR SIMILAR MATERIAL GREATER THAN 8" IN DIAMETER WILL BE PLACED IN THE FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED BY THE SOILS ENGINEER IN ADVANCE AND APPROVED BY THE BUILDING OFFICIAL. S. FINISH GRADING WILL BE COMPLETED AND APPROVED BEFORE OCCUPANCY OF BUILDINGS. 7. FILL SLOPES SHALL NOT BE STEEPER THAN 2.1- 8, DENSITY TESTS WILL BE MADE AT POINTS APPROXIMATELY ONE FOOT BELOW THE FILL SLOPE SURFACE. ONE TEST WILL BE MADE FOR EACH 1,000 SQ. FT. OF SLOPE SURFACE, BUT NOT LESS THAN ONE TEST FOR EACH 10 FT. VERTICAL OF SLOPE HEIGHT UNLESS OTHERWISE RECOMMENDED BY THE SOILS ENGINEER. 9. ALL PADS AT ROUGH GRADING WILL HAVE A MINIMUM SLOPE OF 1 % TOWARDS THE STREET OR DESIGNED DRAINAGE OUTLET. 10. ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE POURING. 11. APPROVAL OF THIS PLAN BY THE LOCAL AGENCY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WTHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE PROTECTION OF ALL UTILITIES WTHIN THE LIMITS OF THIS PROJECT, 12. WHEN APPLICABLE, FILLS SHALL BE BENCHED IN ACCORDANCE NTH APPROVED GEOTECHNICAL REPORT. 13. ALL TRENCH BACKFILLS SHALL BE TESTED AND CERTIFIED BY THE SITE SOILS ENGINEER AND/OR CITY INSPECTOR PER THE GRADING CODE. 14. SUBDRAIN OUTLETS SHALL BE COMPLETED AT THE BEGINNING OF THE SUBDRAIN CONSTRUCTION. 15. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 16. IF APPLICABLE, ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST OR THE PROJECT SOILS ENGINEER TO DETERMINE IF ANY SLOPE STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND NECESSARY TREATMENT TO THE BUILDING OFFICIAL FOR APPROVAL. 17. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL SUBMIT DESIGN, LOCATION AND CALCULATIONS TO THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER WILL INSPECT AND CONTROL THE CONSTRUCTION OF THE BUTTRESSING AND CERTIFY TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 18. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL PERFORM SUFFICIENT INSPECTIONS AND BE AVAILABLE DURING GRADING AND CONSTRUCTION TO PROVIDE CONSULTATION CONCERNING COMPLIANCE NTH THE PLANS, SPECIFICATIONS, AND CODE WTHIN THEIR PURVIEW. 19. THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DURING GRADING AND CONSTRUCTION FOR CONSULTATION CONCERNING COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WTHIN THIS PURVIEW. 20. DUST SHALL BE CONTROLLED BY WATERING. 21. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 22. THE LOCATION AND PROTECTION OF ALL UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 23. THE CUT PORTION OF CUT/FILL TRANSITION LOTS SHOULD BE OVEREXCAVATED 36" AND BE REPLACED NTH COMPACTED FILL TO A MINIMUM RELATIVE COMPACTION OF 90% UNLESS OTHERWISE RECOMMENED BY THE SOILS ENGINEER. DEMOLITION NOTES 1. ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER. 2. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE NOTED, ALL EXISTING BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL APPURTENANCES ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL MANNER AS PART OF THIS CONTRACT. SOME ITEMS TO BE REMOVED MAY NOT BE DEPICTED ON THE TOPOGRAPHIC SURVEY. REFER TO THE DEMOLITION PLAN FOR THE LIMITS OF ASPHALT REMOVAL (THE EXISTING PARKING LOT IS TO REMAIN). IT IS THE CONTRACTOR'S RESPONSIBIUTY TO VISIT THE SITE AND DETERMINE THE FULL EXTENT OF ITEMS TO BE REMOVED. IF ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO REMOVAL OF SAID ITEMS. 3. THE CONTRACTOR SHALL REFER TO THE DEMOLITION PLAN AND LANDSCAPE PLAN FOR DEMOUTION/PRESERVATION OF EXISTING TREES. ALL TREES NOT SPECIFICALLY SHOWN TO BE PRESERVED OR RELOCATED SHALL BE REMOVED AS A PART OF THIS CONTRACT. TREE PROTECTION FENCING SHALL BE INSTALLED AS NECESSARY PRIOR TO ANY DEMOLITION. 4. CONTRACTOR SHALL ADJUST GRADE OF ANY RIMS/COVERS TO THE FINISHED ELEVATIONS OF EXISTING UTILITIES TO REMAIN. 5. THE CONTRACTOR SHALL CLEAR THE PROJECT SITE AREA WITHIN THE CONFINES OF THE DEMOLITION LIMIT LINE, THE CONTRACTOR SHALL CAP IN PLACE ALL EXISTING UTILITIES AT THE DEMOLITION LIMIT LINE AND PROVIDE ENGINEER WITH MARK UP SHOWING LOCATIONS, UNLESS NOTED ON THE PLAN. THE CONTRACTOR SHALL DEMOLISH AND REMOVE FROM THE SITE ALL EXISTING UTILITY STRUCTURES, PLANTERS, TREES, AND ALL OTHER SITE FEATURES, UNLESS OTHERWISE NOTED ON THE PLAN. 6. DEMOLITION AND REMOVAL OF PAVEMENT INCLUDES PAVEMENT THICKNESS AS WELL AS BASE COURSE THICKNESS. 7. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIAL. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS AND SHALL PAY ALL FEES NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION, AND DISPOSAL OF SAID MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY ACKNOWLEDGE THE EXTENT OF DEMOLITION WORK. 10. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE AND UNDERGROUND UTILITIES. LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE SHOWN FOR GENERAL INFORMATION ONLY. It DAMAGE TO ANY EXISTING UTILITIES AND SERVICES TO REMAIN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL REPAIR AND/OR REPLACE IN KIND. 12. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO PREVENT DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING STORM DRAINS, SANITARY SEWERS AND STREETS. 13. DUST CONTROL MEASURES SHALL BE IMPLEMENTED DURING DEMOLITION. 14. DEMOLITION IS LIMITED TO WITHIN THE DEMOLITION LIMIT LINE UNLESS OTHERWISE NOTED. 15. CONTRACTOR SHALL REMOVE DEMOLISHED MATERIALS FROM THE SITE AS WORK PROGRESSES. 16. THE DRAWINGS MAY NOT INDICATE IN DETAIL ALL DEMOLITION WORK TO BE PERFORMED. THE CONTRACTOR SHALL EXAMINE EXISTING CONDITIONS TO DETERMINE THE FULL EXTENT OF DEMOLITION. 17. ALL DEMOLITION SHALL COMPLY WITH CHAPTER 24 AND ARTICLE 87 OF THE CALIFORNIA FIRE CODE. 18. CONTRACTOR TO USE CARE IN HANDLING DEBRIS FROM SITE TO ENSURE THE SAFETY OF THE PUBLIC. HAUL ROUTE TO BE CLOSELY MONITORED FOR DEBRIS OR MATERIALS TRACKED ONTO ADJOINING ROADWAYS, SIDEWALKS, ETC. ROADWAYS AND WALKWAYS TO BE CLEARED DAILY OR AS NECESSARY TO MAINTAIN PUBLIC SAFETY. 19. CONTRACTOR TO INSTALL 6.0' HIGH CHAIN LINK FENCE NTH MESH SCREEN TO PROTECT PUBLIC FROM ENTERING CONSTRUCTION AREA. 20. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF EXISTING FACILITIES. FENCING, TRAFFIC CONTROL, AND OTHER MEASURES SHALL BE TAKEN TO PROTECT THE PUBLIC FROM THE CONSTRUCTION SITE. 21. ANY DAMAGE DONE TO IMPROVEMENTS NOT SHOWN ON THIS PLAN SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 22. CONTRACTOR SHALL COORDINATE NTH CITY ON WORK IN PUBLIC RIGHT OF WAY, OBTAIN NECESSARY PERMITS, AND PROVIDE PEDESTRIAN CONTROLS DURING DEMOLITION AND CONSTRUCTION IN PUBLIC RIGHT-OF-WAY. 23. CONTRACTOR SHALL COORDINATE NTH STORE MANAGER TO MAINTAIN VEHICULAR ACCESS AROUND ADJACENT STORE AT ALL TIMES. CONTRACTOR SHALL PHASE DEMOLITION AND CONSTRUCTION WORK IF NECESSARY TO ENSURE VEHICULAR ACCESS IS MAINTAINED AT ALL TIMES. 24. CONTRACTOR TO COMPLETE, SUBMIT, AND PAY ANY DEPOSIT TO THE CITY OR COUNTY FOR CONSTRUCTION AND DEMOLITION MATERIAL PRIOR TO ISSUANCE OF A DEMOLITION PERMIT. 25. CONTRACTOR TO COMPLETE, SUBMIT, AND PAY ANY FEES TO SAN JOAQUIN VELLEY AIR POLLUTION CONTROL DISTRICT PRIOR TO ISSUANCE OF A DEMOLITION PERMIT. RECORD DRAWINGS 1. WHERE LOCAL JURISDICTIONS REQUIRE RECORD DRAWINGS, THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER AND OWNER COPIES OF A PAVING, GRADING AND DRAINAGE RECORD DRAWING AND A SEPARATE UTILITY RECORD DRAWING, BOTH PREPARED BY A CALIFORNIA REGISTERED SURVEYOR, THE RECORD DRAWINGS SHALL VERIFY ALL DESIGN INFORMATION INCLUDED ON THE DESIGN PLANS OF THE SAME NAME. PROJECT CLOSEOUT CONTRACTOR SHALL PROVIDE THE NECESSARY ITEMS INCLUDING ANY TESTING, REPORTS, OR CERTIFICATION DOCUMENTS REQUIRED BY THE GOVERNING JURISDICTIONS TO PROPERLY CLOSEOUT THE PROJECT BEFORE IT CAN BE DEEMED COMPLETE. 6.1-1843 CITY RECORDS NO. ISSUE DATE DESCRIPTION ENGINEERS SEAL �D C, �Ll IRs( Kimlep* Horn CITY OF BAKERSFIELD PROJECT ADDRESS CITY OF BAKERSFIELD LT plioFESS/q REVIEWED: DRAWN BY ti`���NPA/Ya 765 THE CITY DRIVE, SUITE 200 TRAFFIC EN DATE 1800 23RD ST DIAL TWO WORKING v �� qt ORANGE, CA 92868 REVIEWED: - �'+ BEFORE DAYS BEFORE JP (714)939-1030 STUART PATTESON-A . PUBLI RKS DIR. DATE BAKERSFIELD, CA 93301 GENERAL NOTES C2.O YOU DIG YOU DIG * No. moo * RCE 448 ✓ EXP 3 3; KHA PROJECT ID: 194052001 N CHECKED BY PREPARE ER THE DIRECT SUPERVISION OF: / TOLL FREE 1-800-227-2600 TH oQa APPROVED: A PUBLIC SERVICE BY OF C 1 DATE: �✓�-8/2019 ICK FIDLER - PUBLIC WORKS DIRECTOR DA UNDERGROUND SERVICE ALERT RECOMMENDED JOHN P CK, R.C.E. NO. 86160 EXP. 72/31/20 RCE $ 61069 EXP 12/31/20 M a 0 U 414 CITY OF BAKERSFIELD GENERAL NOTES • ANY WORK CONNECTING TO EXISTING PUBUC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). • INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. • NOTE TO STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL • PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT 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 DAYS PRIOR TO PAVING. • LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. • ANY ITEM IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. • WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN TO HEREIN. • MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. • IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-006-DWQ) MUST BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. DIAL BEFORE YOU DIG TOLL FREE A BY YOU ISSUE I DATE I DESCRIPTION CITY OF BAKERSFIELD ASPHALT CONCRETE PAVING NOTES 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, "ASPHALT CONCRETE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A' (MODIFIED) OR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF 8ECFION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS FOR j INCH MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR 'STEAM -REFINED PAVING ASPHALTS", IN SECTION 92-1.02, "GRADES", OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. 'THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY 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 SO SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TENT RESULTS SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH 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, "AGGREGATE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL THE COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERUNE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, 'SUBGRADE", OF THE STANDARD SPECIFICATIONS SHALL BE MET. B. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTION AND PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT 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 BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH 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 CONFIRMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMED TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATION RESUME. 12. WHERE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS 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. 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 BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR ETHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATION RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ATSM D-20 4J. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY CT ANY LOT OF ASPHALT CONCRETE IS LEAN THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEET THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD 'B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING 'NTH EQUIPMENT UTILIZED DIAMOND BLADES, B. REMOVAL AND REPLACEMENT OR, C. 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. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, 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 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 CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, 'CONSTRUCTION", OF TIRE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE 'GREENBOOL'....... .. MICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. LT DRAWN BY JP CHECKED BY TH RECOMMENDED STANDARD PLANS ST -1 ST -4 ST -5 ST -13 T-2 (MODIFIED) 9_O13_1SF ENGINEERS SEAL Kimley*Horn pµOFESS/q� 765THECITY DRIVE, SUITE200 ORANGE, CA 92868 * NO. W60* (714) 939-1030 RCE THE DIRECT SUPERVISION OF: i DATE: 2/18/2019 CITY OF BAKERSFIELD REVIEWED: _ TRAFFIC EN 6=ER DATE REVIEWED: _ SMART PAT RCE # DIR. DATE NICK FIDLER - PUBLIC WORKS DIRECTOR RCE 0 61069 EXP 12/31/20 6.1-1843 CITY RECORDS NO. PROJECT ADDRESS I CITY OF BAKERSFIELD 180023RD CITY GENERAL BAKERSFIELD, CAA 93301 ^�. KHA PROJECT ID: 194052001 NOTES l.� BEG o 2 m o6 41.3' n N m o � y aE N m � I 0 N 0 I N 0 o m o a Y - - - - - _ _----------- _t} � LEGEND CENTER LINE ALLEY- - PROPERTY LINE I - — - 1 - -- - --- -- - -- - ---- — DEMOLISH EXISTING CUR CURB AND GUTTER - - --- -im ffmu m wza m INLET PROTECTION CONTROL 1 _ — — — — -- -- — — — — — — — — ^, — — — — Tv - � — — ULL DEPTH ASPHALT PAVEMENT REMOVAL, INCLUDING BASE ---__-. ____ - ---- --- ----- - -- - - - __ --- -- I - COURSE -- -- �. z,-.. _ - 1r - -- -. `— �_ 1L� -- DEMOLISH EXISTING SIDEWALK CONCRETE n n G '... 6�� 0 �� I SURFACE FLOW DIRECTION. DEMOLITION NOTES O O O I ❑1 2' WIDE FULL DEPTH ASPHALT PAVEMENT REMOVAL, INCLUDING BASE COURSE. DEMOLISH AND REMOVE EXISTING CURB / CURB AND GUTTER TO NEAREST JOINT. C ' __ r� 3❑ DEMOLISH AND REMOVE EXISTING SIDEWALK CONCRETE TO NEAREST JOINT. DEMOLISH AND REMOVE EXISTING DRIVEWAY. Q � I �5 REMOVE EXISTING STOP SIGN, NO RIGHT TURN SIGN AND POST. PROTECTION NOTES I I, I' n i PROTECT -IN-PLACE CURB /CURB AND GUTTER. ON-SITE WORK PER SEPARATE PERMIT /v I 2 PROTECT -IN-PLACE EXISTING LOCAL DEPRESSION AND CURB INLET. 3 PROTECT -IN-PLACE EXISTING STREET LIGHT AND PULL BOX. 4 PROTECT -IN-PLACE CURB RAMP. 5 PROTECT -IN-PLACE ELECTRICAL POST AND GUIDE WIRE. 5 6 PROTECT -IN PLACE DRIVEWAY. o �( I O PROTECT -IN-PLACE CROSS GUTTER ir CD OPROTECT -IN-PLACE SIDEWALK. 0 I % EROSION CONTROL NOTES CC ( '01 SE -7, STREET SWEEPING. 71 ` o0 SE -1 - INSTALL CURB INLET PROTECTION PER DETAIL 1, HEREON. CONTRACTOR TO sill MAINTAIN DURING ALL DEMOLITION AND IMPROVEMENT ACTIVITIES. ii ON-SITE WORK PER SEPARATE PERMIT Jj. S� {i I� lil. .I I'.'' i n� BACK OF SIDEWALK a / \ GRAVEL FILLED BACK OF CURB $ BAGS ARE rCURB f I I TIGHTLY STACKED / INLET 1 1 �� LI (I br, . I, :F ( i] / r CATCH BASIN� I �ON-SITE WORK PER SEPARATE PERMIT APPLICANT/DEVELOPERTHE REPAIRDAMAGEDSHALL REPLACE GUTTER,ANDSI SIDEWALK TT CONTRACTOR TOEN URE N NTPRACTICES S MANAGEMENT COMPLIANCEWITH NPDESAND WATER EXISTING UTILITY NOTE ADJACENT TO SAID PROPERTY. MANAGEMENT DISTRICT REGULATIONS FOR STORMWATER 2. GRAVEL BAG MATERIAL: POLYPROPYLENE, POLYETHYLENE OR POLYMIDE WOVEN FABRIC, MINIMUM UNIT WEIGHT 4 OUNCES PER SQUARE YARD, MULLEN BURST DISCHARGE DEWATERING FROM CONSTRUCTION ACTIVITIES AND OPERATIONS. THE EXISTING UTILITIES DETERMINE THE AND POTENTIAL SHOWN LOCATION AND CONFLICTS WITH ON THE PLAN ARE BASED ON AVAILABLE RECORDS. THE CONTRACTOR MUST FIELD DEPTH OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION. REPORT DISCREPANCIES PROPOSED UTILITIES TO ENGINEER PRIOR TO INSTALLATION OF ANY PIPING. CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL AND PEDESTRIAN CONTROL WHILE PERFORMING WORK IN THE PUBLIC RIGHT-OF-WAY. 4. PLACE SEVERAL LAYERS OF SAND BAGS (12" MINIMUM HIGH) OVERLAPPING THE BAGS AND PACKING THEM TIGHTLY TOGETHER. SPILLWAY PLAN VIEW rCURB INLET PONDING HEIGHT-, ��SPILLWAY -" ITl SIDEWALK 4 1 _ ""�r�wlTl CATCH \� BASIN SECTION A -A NOTES: - 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE END T"N ..FROM RUNOFF. 2. GRAVEL BAG MATERIAL: POLYPROPYLENE, POLYETHYLENE OR POLYMIDE WOVEN FABRIC, MINIMUM UNIT WEIGHT 4 OUNCES PER SQUARE YARD, MULLEN BURST STRENGTH EXCEEDING 300 PSI AND ULTRAVIOLET STABILITY EXCEEDING 70%. 3. GRAVEL BAG SHALL BE FILLED WITH 3/4" ROCK OR 1/4" PEA GRAVEL. 4. PLACE SEVERAL LAYERS OF SAND BAGS (12" MINIMUM HIGH) OVERLAPPING THE BAGS AND PACKING THEM TIGHTLY TOGETHER. 5. LEAVE GAP OF ONE BAG ON HE TOP ROW TO SERVE AS A SPILLWAY. _ _ — — 6. PLACE FILTER FABRIC OVER WIRE MESH. FILTER FABRIC SHALL BE MANUFACTURED FROM UV RESISTANT POLYPROPYLENE, NYLON, POLYESTER, OR ETHYLENE FABRIC NTH AN EQUIVALENT OPENING SIZE NOT GREATER THAN 20 SIEVE AND WITH A MINIMUM FLOW RATE OF 40 GALLONS/MINUTE/SQ. FT. *am 7. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY GRAPHIC SCALE IN FEET +URD IIVLG I JGVIIVI CIV 1 orTrcru�rc .� 0 5 10 20 N.T.S. ,o' 6.1-1843 WHEN PRINTED AT FULL SIZE (24" X 36") CITY RECORDS NO. O ISSUE DATE DESCRIPTION ENGINEERS SEAL . CITY OF BAKERSFIEL.D PROJECT ADDRESS CITY OF BAKERSFIEL"D �0 � ����� LT Kimley* Horn pgOFE55/ , REVIEWED: DRAWN BY O�� PPO<(onfy� 765 THE CITY DRIVE, SUITE 200 TRAFFIC EN DATE 1800 23RD ST nDIAL TWO WORKING W ORANGE, CA 92868 REVIEWED: DAYS BEFORE JP (714) g39-1030 STUART PATTESON-AS PUBLI !ARKS DIR. DATE BAKERSFI ELD, CA 93301 DEMOLITION PLANS C3.0 YOU DIG ft�m B61� * RCE 448 ✓ EXP 3 31 TiCHECKED BY # /'E DIRECT SUPERVISION OF: KHA PROJECT ID: 194052001 1 -800 -227 -2600TH 'erF c/YI� Qe APPROVED: A PUBLIC SERVICE BY OF CP&00oDATE: 2/18/209.9 ICK FIDLER - PUBLIC WORKS DIRECTOR D UNDERGROUND SERVICE ALERT RECOMMENDED JOHN POLL .C.E. NO. 86160 EXP. 12/31/20 JI RCE # 61069 EXP 12/31/20 L E ° 0 ilo W 2.0' CONSTRUCTION NOTES QUANTITIES HORIZONTAL SCALE: 1" = 5' (WHEN PRINTED - CENTER LINEO 1" = 5' (WHEN PRINTED INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY OF BAKERSFIELD 2 EA. (1088 SF) = 5' (WHEN PRINTED AT FULL SIZE) VERTICAL SCALE: 1" STANDARD PLAN NO. ST -4. ATTACHED HEREON FOR MORE FULL SIZE) - PROPERTY LINE INFORMATION. TRUNCATED DOMES PER ADA SOLUTIONS, INC. CAST -IN-PLACE (WET -SET) REPLACEABLE TACTILE. COLOR: YELLOW, i GRADE BREAK LINE I, W WATER PIPE INSTALL TYPE "A" CURB AND GUTTER PER CITY OF BAKERSFIELD 196 L.F. O PLAN NO. ST -1. ATTACHED HEREON FOR MORE SDSTANDARD 41.2' m 1 480.: ST 10+51.41 + JOIN OF N27.20'RT JOIN END I O 3 n R, I I II I STA:10+70.53 OFF: 27.14'RT O (2.6%) j 480.81 FS JOIN EX.'I i. -- 480.43 FS a JOIN EX. C i 480.62 FS L JOIN EX 2.6% �� FS 480.61 FS 480.63 FS X. JOIN EX. JOIN EX. N 7 4 a 8 STA: 10+46.3-/ \off OFF:26.98'LT 3 ^<e. BEG 2 ,~480.43'TC ^'479.80 -FL 1 5.1' JOIN EX. 27.1' L � I PROPOSED DRIVEWAY EL. 480.45' G STREET CL PROPOSED SAW CUT (TYP.)� PROPOSED NEW LIP EXISTING G STREET OF GUTTER TO MATCH I - �EXISTING PAVING EL 480.54' TYP. PROPOSED 2' WIDE FULL DEPTH ASPHALT PAVEMENT REPLACEMENT JOIN FLUSH TO EXISTING PAVING SECTION A -A HORIZONTAL SCALE: 1" = 5' (WHEN PRINTED AT FULL SIZE) VERTICAL SCALE: 1" = 5' (WHEN PRINTED AT FULL SIZE) PROPOSED NEW SIDEWALK AT PROPERTY LINE EL. 481.23' PROPOSED) GRADEBREAK EL. 481.18' FLOW LINE EL. 480.37' FL 27.0' 14.3' PROPOSED SAW CUT (TYP.) I G STREET CL PROPOSED NEW TOP OF CURB TO MATCH EXISTING SIDEWALK EXISTING SIDEWALK AT PROPERTY LINE EL. 481.53' TO REMAIN PROPOSED NEW LIPEL. 481.86' OF GUTTER TO MATCH EXISTING G STREET EXISTING PAVING EL. 481.03' I 2.3% TYP. PROPOSED 2' WIDE FULL) FLOW LINE DEPTH ASPHALT PAVEMENT EL. 480.93' REPLACEMENT JOIN FLUSH TO EXISTING PAVING LEGEND CONSTRUCTION NOTES QUANTITIES HORIZONTAL SCALE: 1" = 5' (WHEN PRINTED - CENTER LINEO 1" = 5' (WHEN PRINTED INSTALL COMMERCIAL DRIVEWAY APPROACH PER CITY OF BAKERSFIELD 2 EA. (1088 SF) = 5' (WHEN PRINTED AT FULL SIZE) VERTICAL SCALE: 1" STANDARD PLAN NO. ST -4. ATTACHED HEREON FOR MORE FULL SIZE) - PROPERTY LINE INFORMATION. TRUNCATED DOMES PER ADA SOLUTIONS, INC. CAST -IN-PLACE (WET -SET) REPLACEABLE TACTILE. COLOR: YELLOW, GRADE BREAK LINE 22538. SIZE: 36" X 48" W WATER PIPE INSTALL TYPE "A" CURB AND GUTTER PER CITY OF BAKERSFIELD 196 L.F. O PLAN NO. ST -1. ATTACHED HEREON FOR MORE SDSTANDARD STORM DRAIN PIPE INFORMATION. SS SEWER PIPE INSTALL 2.0' WIDE SECTION OF TYPE 3 ASPHALT CONCRETE PAVEMENT 770 S.F. (86 SY) 3 PER CITY OF BAKERSFIELD STANDARD PLAN NO. ST -13, ATTACHED FLOW DIRECTION HEREON. CONTRACTOR TO ENSURE POSITIVE DRAINAGE IS MAINTAINED AS PART OF THESE IMPROVEMENTS. FIELD TEST BY SOILS ENGINEER OR CERTIFIED SOIL INSPECTOR SHALL BE COMPLETED TO VERIFY EXISTING TRAFFIC INDEX AND SECTION SELECTION. IF EXISTING SECTION IS MORE STRINGENT THAN THE SPECIFIED SECTION, MATCH EXISTING SECTION. OINSTALL SIDEWALK CONCRETE PAVEMENT PER CITY OF BAKERSFIELD 431 S.F. STANDARD ST -5. O5 NOT USED. INSTALL 2 COATS OF WHITE 4" THICK PARALLEL PARKING STALL f EA. PER STATE OF CALIFORNIA DEPARTMENT OF OSTRIPING TRANSPORTATION STANDARD SPECIFICATIONS. PAINT SHALL BE RAPID DRY WATER BORNE THAT MEETS CURRENT CALTRANS STANDARD FOR HIGHWAY MARKINGS. INSTALL NEW CAMUTCD Ri-1 STOP SIGN, CAMUTCD R3-1 "NO RIGHT 1 EA. O7 TURN" SIGN, AND NEW POST PER CITY OF BAKERSFIELD PLAN NO. T-2, ATTACHED HEREON. CURB RAMP PER CALTRANS STANDARD PLAN A88A. TO BE 1 EA. ONEW CONSTRUCTED BY THE CITY. L 27.2• I I PROPOSED SAW CUT (TYP.) G STREET CL PROPOSED NEW TOP OF CURB TO MATCH EXISTING SIDEWALK EL. 480.42' PROPOSED NEW LIP OF GUTTER TO MATCH EXISTING G STREET EXISTING PAVING EL. 479.94' TYP. PROPOSED 2' WIDE FULL DEPTH ASPHALT PAVEMENT REPLACEMENT JOIN FLUSH TO EXISTING PAVING SECTION B -B SECTION C -C HORIZONTAL SCALE: 1" = 5' (WHEN PRINTED AT FULL SIZE) HORIZONTAL SCALE: 1" = 5' (WHEN PRINTED AT FULL SIZE) VERTICAL SCALE: 1" = 5' (WHEN PRINTED AT FULL SIZE) VERTICAL SCALE: 1" = 5' (WHEN PRINTED AT FULL SIZE) EXISTING SIDEWALK AT PROPERTY LINE TO REMAIN EL. 481.03' �r ,( F w _ ON-SITE WORK PER SEPARATE PERMIT) JOINO�a z -. w O / WORK PER SEPARATE PERMIT _ - - _ - _ X S z I1 482.35 FS -.30'------ i 3.0' ti� - ___� �� JOIN EX. END(2 FLOW LINE EL. 479.77' JOIN E , 481.10 FS 481.34 FSY48 IN EX. - JOIN OEX.S FS JOIN EX -- - 482.063 6 F 481.12 FS 481.35 F 1.42 FS -- - - _.. ---__ -JON 4EX.°s_.-__ _-_. ----- 481.97"Fo B481.09 FSa \ y: JOIN EX. leo. - iso am oo° Fri 48`1.28.FS ° 481.34 FS b` --- - - % 1 482.28 FS 482.30 FS RR 48166 FS o 482 00 FS , -N °481.31 FS. JOIN EX., N - ' -- " 3.0, • ' °° o 482 31 FS `3 01// .JOIN EX. Imo " / !.___ - END 2 (481.72 TC lmo o /-- - 1�='- 1 ° 481.17 TC --_-- -- -- (481.55 TC) O 481.12 FL ° i�w� �°i °°� ' 482.05 TC - - -- - i 480.52 FL O BEG - - -- -_ _ - _ 480.92 FL JOIN EX. ° - i JOIN EX- -- (1.4%)- JOIN EX. 3 482. 3T --- $ - ._,.�. ,,`PY ..� • a_ ..... 6.0' 19.0' 6.5' STA: 11+21.58 89.1' 3 STA:12+16 65 JOIN EX. r a a m STA: 10+93.09 / STA: 11+18.09 32.0' OFF: 27.03'LT TYP 6 j d OFF: 27.05'LT Y m o STA:12+13.65 STA:12+48.65 3.0' o STA: 10+95.47 STA: 11+15.09 6.0' STA12+51.65 ° oo rn 41.3' 5.4' 20.0' OFF: 27.04'LT OFF: 27.05'LT 24.0' 24.0' 20.0' 4 O. OFF: 27.09'LT OFF: 27.08'LT ° m + o OFF: 27.08'LT = 0 o n STA: 12+10.65 Ls " STA:10+41.24 w 24.0' 20.0' OFF: 27.09'LT m OFF: 26.95'LT r 11+00 G STREET G 5 ,0 20 0 00 GRAPHIC SCALE IN w " 2+00 NO'49'11"E I - - - - i- - T- - - I - - - - - � - a1 0 346.64' Q o o o BP: to+ o.00 aC))) I �� SCALE Y s 1' = 10• WHEN PRINTED AT FULL SIZE (24"X36") E " o 6.1-1843 o CITY RECORDS NO. 0 F O ISSUE DATE DESCRIPTION ENGINEERS SEAL D� ��� �T Kimley>>> Horn CITY OF BAKERSFIELD PROJECT ADDRESS CITY of BAKERSFIELD {IOFESSItw, REVIEWED: 3 DRAWN BY��bPO[�o A. 765 THE CITY DRIVE, SUITE 200 TRAFFIC EN G DATE 180023RD ST DIAL TWO WORKING W 'f'Ls ORANGE, CA 92868 REVIEWED: BEFORE DAYS BEFORE iP (714)939-1030 STUART PA SON- . PUBLI QR�KS DIR. DATE BAKERSFIELD, CA 93301 YOU DIG YOU DIG CHECKED BY * RI£N0. M76 * RCE #448 EXP 3/31/2 IMPROVEMENT PLAN C4.0 ins a PREPARED E E DIRECT SUPERVISION OF: KHA PROJECT ID: 194052001 TOLL FREE 1-800-227-2600 TH 'er OIV7� 6g APPROVED: A PUBLIC SERVICE BY POF gpL0 DATE: 2/2S/2014 ICK FIDLER - PUBLIC WORKS DIRECTOR DA UNDERGROUND SERVICE ALERT RECOMMENDED JOHN POL C. E. NO. 86160 EXP. 12/31/20 RCE # 61069 EXP 12/31/20 a d E 0 AL'lERA'AIE LONDON R1 SIF ma'am N rus1W6' SRIEm" LM sw THE WINER EWACK,Y!/Aa & GA4f DfdELEa Exf wnivif nE an TO VE PRLPEWLfic PAflnpaA%YW O0WAWOAL AREAS A dMNMM 0' 4' (Law) IXEAwa i5 Wass REWMEO ilial! fiWat OF 1' (S lanf NIJAAMAO SIM AFIF .9DIEIMWi TO EAT OF 9W P467. AS Pill ANERM'AN FEW Ca i � 1 I AI L 771 6' ((SLhmj (aam) BALw a 90E191 R MI(15Lhan x 6mm) ROD O CR 8(X7 CASTWIO � ii � � 18 (456nmJ CpiLAElE 8'P.CC WMR S WZf , T OF M PANi1.S WU ff ASYMED AS STAAMJARO 0.'107150 IN HE CALRANS R7AWC MAMJALS 0ME3S OUR YZ 5 MM ELSFMM HOW BOLT ArTAR SO PANEL REFLE0711i7YMOE3 _ SlOo SW k ALL OnaR Ru aw gads -- low 8J7Fory &MADE NBMMWaOAfOlaWNTS SM PANELS "UBE MOUNTED Wfif WAINOW YX &ERRS 92ITAW FAAmnH PAWAUTASSELW.Y WAPPROM iWAL 3M'ffi MOIAMR:H W SIM all ORAN POLL'S WALL RE AaAO0 AMM STAOAESS:SIM SBURS AND HAM M NTC .SERFS SOL T AM VANDAL PROOF NOT A.SORY LW APPROND EWAL 0RA1ED 1/LTES SHALL NOT fMFEO/AA4F7ER CF BIX7 AkW TNAN f46' (1.5mn) TLP Oi POST 1S nl BE @CLOW 7LP ac ZI' PANEL BY NO NOW BAN 0- (18 con) STANDARD MISCELLANEOUS SIGN DETAIL T-2 (MODIFIED) CITY OF BAKERSFIELD CALIFORNIA - 9.tr8liark; ,see Natw 7 EO' dM0 ,MMft .MAIL zs�e R Cttib aT'mYMk+;Pwt' a8aurlF)-_,I Siawdatd,'SY t ` N A.> ..._ 3333....-.. aadmd Ovtod STMT... laO't.. 1/ Prdt �4� rY �y � � b8iw'6M ,V9tL9 ere 50vra Mak I� i { i}�M.imtbn!'� R 62P+.4^ 2 1 .-...d...-.,.--- i _ i 6 It r F OAS .m: d Ntd shy atomsmisrsitso' &ww No CsyEavostor. 65' ane# atevtiN ocd a6Artn 400 * and aa e# ked sttac!s that mw atarrse devaef by Mw Otv fogiaw, g :u. 0.f" �nffitvur�'}r saed'ar1LiJa. neolm:o+,to Yoh Lti ?B $ apaoctt *#:'M&w aaawme aw ;zv$ d, mWs' acalsow al.Bto.: B w ".$ladle A,gwv&ta*e4 � fps m` 5; f d,sheer" t acussa ew &mi ron:h;nnov' A; op it at(�mPMfid 91` ♦gbpg `�Am i, ,?wa3' hn cros "9 mtafes BY'Jdt so on SJordar9 Spxvpt+aBmrs Cwrmlt CBy sPproaw.f odfhtut a SaXfoae of niistbig aftu& bNol ranawed fn roff mot do 2 A otmat 9Meet Pwmfl Need by me ckv of 8dresfreey be OWL at the Bonar of opaord w &anal b Be car Fo.9Anaw, Asala Moo homrf mxaf ocro pasty 0 "Joh wffib 8k Poo MLkm 6ehg awraarar! aaia,Y bo a arm. of S0" h hngdv wit Of),t-a owls Aw as 00 maelkiy jAwt n sane &A Xgalmammrt A Amp asmTmw kI dinMhafa+ and laaaikn to the ad%ma+i wrisRlg 3 9tbgmde shit be eoowtmcfod done to gode and ams SxRar mama vats, aasss amens" ~ad amensoftoobt '&I AFq',eiameatam*1 Av"a "d3' ZxwBmxfra m5rde:br smut at wtIooectasms rand fids s'. �s Asw. ,*m slph&I 10,AowtvaKKM a: e#+m'�a"m%l-. e`trwiksv of4aAybw aw7a4 WslrovAT L &000& v 4W"4 40 OI&M 49, 471eosuna"ib dt xdftr1m as vWh „1rie maw axei+T4TaYsa amt ie *dLJJw .ma* se our tcooeo4 irk rroml ark BmL,Fef & fh.Ipsase ad abx 0),Z gwac ss+Laat m'b05 ax}.aa,M1 42m-apTaw "aseAt7A.xoa !&Iia: Ser Anya^.dsw grraw,soledron*aA aa;maLow vat' ;whew low tM04 m ahtsloSir:ban ihw Cfy il". ver % ev Avila is post vosiow 4w.m ase GY#y bow 5 rmhar home slid be Wfty# av me Ade pkmcai newt to No l2 PoWlaw M AW#aM (Was must be WmNd by be monde and show be Aat M.m have I.5 Jhu after bavp Cly Enow+ sakced icrrno oaf mbrx* shod bu wetted wn osalai if i3 0.8 ol*a c0000cKv &W cro sly 07o mmmi sear to se,,, rt of aacmtw r reamRlte far Am. a two -woe smfims show be hammed s os k vagad om s.YMlFt thTmwo. d r,.avYAdi, skffa. i+ug; sae W -z m'"xrpPrvdtsaxdrasa 'J,vasasmaoA&ma.w0auimai STANDARD aww.a� x1AAc plposrW 4Uftaaaws" Mmwcy be Wer 9tavddv a Tbanor ameae, Amp ee tkpt ''., aE311ri311'(192h` t..9ElVA1,;W, ms`s r4 :'woaJ clic wa'lxeg se? oB s%mod oesax 4 f,, E ar .S ffi � we w .9tok 20." - l a�ssn,F su°k'.&M of wf,v*atgRx Not at M7' w,cc ax!'encs: C" CF WBOPeD ePffirdO . st'sre ams of Sayler{ - - - - - - - - - - - - - - - - - - - - EXISTING 8" AC WATER LINE SEWER MANHOLE I - OUTSIDE WORK AREA ; r 200' 3 ;I W a W h Ir chi �;I e I, 'a Ion - co � \ s J . I e ` G STREET[ I Vl 3 �II - - - - - - - - - - - - - - - - - - - - - - - - - - CITY RIGHT-OF-WAY UTILITY LAYOUT SCALE: 1" = 30' (WHEN PRINTED AT 24" X 36" H meeomry, od{rsl NSM' a abfaar _ 40�m& lad aasaaxY ,ems .{a4' p mMda ;t w&;ecJ*h--�""'1 y bums '"?'`R d% 7P Raba - zo' D.i;. kdO"olk6 4th f *mal ry+pGraS,- cusp 2.0. daamrca *"NWhuw a3' nwxrofe SEGo1EOJ`a� A -•A gTpaca. a Pit. NDt€S' 1. Al w wsoosl p amt Mataf$ ARAM cw kM to Be d+M fa Skli(pe, 91 aubtaig &0.obw ! vvv ror mpleffleset sections of NesaSaknlhaaS 01,96d ".Rafe ofCoBRm1q, QrE1. d be as W at Lha !mils �weY we dmecled by the my Fngla6r. Tiahsportot' STadmdyleWkwih hdznlfa� know Ps StaMwd As,sveMw, Wq umomd SAN' bo a mh. of 50' h JMgth Jotsmxvljts p,A�ss, esema, Asls- v caecum O A.R`Ps.!?. twJY mw sus}. S®e,.i.±7Ca+t�nhr+a7d4g sbmk a, Sha "Tray scn#R 4,16ssJisercea uK5a83 &�mteia t�+n l mown" uaneweeff, o mpn RRAw, A# ¢�¢b}-AJl wag w:ALs %�r't�aYls7 T adrssA 3s rxrAnc A:bw.fn oalrcS+A sn9rc P. ncC%=mMoo+7,mro,. ,cuaa�v rzrelopX-m a mel uand :N 35E,,o lst;+ J" ro r.0.,>.ASNY AJ":apW sh aKa�rnrF �Av tease df L'1,y,E �bswaA rdft Ota ;rP my sw m dw s4. �awme fi imatma dmE aorxiaan t cmuffm w as)w 4wasuch,shta'! caakrm to the raquAMMIs of the fo the rvguwmwwts of 3tmdmd Oele ST -11. gindord vouftdecoa as mLr+ ;W;Nfe tq*k Nwaol <m3e d of :y Emb ad 0h r and Wr a apgvmb s 4w cswed s qX M� Eels! ;dr'- r4Jc[u�av,� §A o mtaa' era MM t6ff "Q'Pw� & peopsed � RfiQY 5 Trion k*w �w N, M .#w 20c Awed nom: 20. $0.` iz d atJwc" 9'` of grafi sin �rxam*'.aaANsx".� rasa. rr.»s.A,�p,aw�E,. ata�e: acro I � ado auf"naC �r mai, ere ,dr: army _: - ff ;-�s:scsrew rE,-jow % x Ato appJal X� sha I=10=10==- . ted 10 { W mdw x6 sR'aaAa M' e -w da N -a a "N-s'w rass%e w mt.'*msMr �' etw.k % a8 mm ' a aaenm m -aa ,w# b = acemot JJJoF «ate As diw �3 �'ha 60fien3 ��vicior, ser m w as 2onAwd *0 3-2A m' err aW.ssw,y:ay 4a7g Z F�,fAtiS mold bo m astavc st at met 0 4poseak Ta Ac 4+4 oww"A10,00cfew % 0MANd o *W o' 4147 Ass!" asd R"ea pfiS 30'>Nd1'A, aw he psaw at Mow- of Troc, Ae9 +Novm. arc a 74° rmxx vrfinW a a coded M' Ova C,Ty im9: 1Y 0.e gw pe o a; a: 00 be of ft Ped m odf[xee! 8 L:apmmrsr jmrt iArr wgfmaol #se# apfod mf.. preAva+Asbks mf pvwty Aan'+.>Wa• �im.'w'%by Ne iay Eh9,-. ffia�J4 am of a Sol Niat xan4xm h> me fo or fib€ 48 A* AsN, 01 �,mr P1 fiY9 0.v# 4wvwoAsNoda:d gft �s lasopan asiwkg�'s Paz A'sa' .^iw Yn.NOnwr scum' mmr '''ka mrx�cia* �ovc �%' a w agpytNt,N ^,w¢rm m T#nYwu' FIs+m Av vacs w4" y aAwled fir xdnaMa�+hro-F'�sv Ecta .m'psmt"4' A Mile :040 o .36 a , sjq. lam cd :taxer' r` d swisam fANe 4,ae Datml' Sl-ra-� �,/'` ywol= R� is i , i. > NO r O rr STrr J2I�Y ��E aL.? W. i ST -4 =:a5 0 a e a TYPE "A" 7 � le';RcdTms ,o M I 1 N=aS� l TYPE "C" NOTES r AN work shad confirm to the applicable sections of the 5tm ird Specifications State of Caffamte 1lwemMt of Transydtafiei, o➢pvwd mmeat ed'tlon, and the follawmg gehed notes 2 subgrade prppa been for TJpe '.A', S, mrd T' combs andlters she# be canstmcted tone to a aud,cross eectia h with cowaction of 9033' to a dN+Mof 50' below me xsbgmde. 5 Concrete fa curb and gutter shop be pass 3 mrd. shaN be within 25' to 5.5' dump. 4. Taber dorms shall he surkad an the err me .mite: quad next to the cacrete and shod rrof:be Jose Mon 1.5 flhtk other befog swkced 5 Trp and fare ahme be f iveled smooth, Mm ow a find fix bmsh AhLmc a Mm ex&Mg curb and guttes me to be rep&* new anshuctkn she# match existing aoshudron mless omwwise deeded by the G'ty Fnghew. 2 Danuete shag anbam no O&I'ms ocess pia WTW is abtohed hon Me C9y,6*;oJsr. a Coavate oho# be cored witha white pigmemed curog composed aorWjft to sactan 9g-.70fB Of 'the state stadad slowiRahms 9. Ex&tig sectkns ofaurb and gutter whdl be sawcut at the limits of Me Jove to be mo oshucbed R= 05' �J 1'5 �R=0.5' d 4 TYPE B" I ' ver" I *GUTTER Vvfta,oWy osowed wkee Wpoved by City inoew 10 Mbulmod plane pmts a cold jAls shah be constructed at 15'Tnferw& Expaonion j*hl shall be at each Side of shveturzapM at em& if cab rows. 11. T $' curb and: lter u m e#' w of Jpe gu rypeavi yP same& udaas onoMer & expresAy pemidied by the City Fngbrew 12 Tjpe A"aub mm' guttw is pamhitted ody where %-cud a rew*od by Me aty Enghew 13 TJpe C' curb may be permided by Me Pty Engxreer ody err Mobile Name Parks and R -S -25A (Residentld Svbwbm Two-And-&e-Na7fAae Obskaum Lot S&v) Zare '14. Permit Jaamb and gutter emetsua a shag acompany acted work 15 Mbon xmshudiiny new curb and gutlec, Me OaJehrq pomnat done be evecut a minimum of 2.0' ham the to of foe gutter a as i iected by the Wy Enow.. = a5A Standard curb & gutter w NOTES. 1. PaNmeet sbdl be T)pe 3 asphalt concrete (AC) moeiiag the rawkemmis of seelk" 39 of No -state of Cdfhmia, OgroMmmt of Tmasportsbao, Stondad Wflicatfms, Worowd cement V&tw unless omenmJo repffvd by Ore City Engrn:e.. 2 Aggmgate base she# be am N agmgote base canhrmksl to ,Sec'tkn 76 of the State Standard W5coNwm. 3 Stouctumisectfans k, 4# sheets some be esuprred using traNrc indexes h accwdmre w 1b Me prawsans of Seeflon 5332 of the Waseca arrdfngmrerfng Design Almond! - 4 Sad test data used %a No deep coWmAon shop be Awakhed by o sW testing laboratory resat to be signed and sealed by a Ircased mow 5 Mmknum AC WkcBness m to be 02' T}pe 3 s1ivikownA 99ro9a &Bare is to be a4: 6 A sakty fcuta of D2 shell be;q*W h :samovoit cMmlmygm 3 Asphalt Combe e� 6. A Lm111aetl011 of Nai bbd be oblaned MY 0 meow of 6.0' below the Om%g. PJmre. OMM "r she# be in cmfammce w!M the fe#owdg table: Tmfic sham 'T' 30-50 1.1' 55- 6.5 1.5' 7.0 BO 2:0' &.5..Aw mme 25 9 For Aspbdtpawag holes; see S'tmdmd 4,wiul ft ms &toted so Me 5"widisfon Deagn Waud *SECTION SPECIFICATION: 4" PAVEMENT 8" AGGREGATE BASE 12" EXISTING NATIVE SOILS 'T' -DEPTH = 2.0' 6.1-1843 CITY RECORDS NO. Iaauc un¢ uexNir'JUN ENGINEERS SEAL w � CITY OF BAKERSFIELD PROJECT ADDRESS CITY OF BAKERSFiELD 0 _ LT CESS,�y,� Kimley>»Horn REVIEWED: DRAWN BY yPS�o`a 0. PO(tp 766 THE CITU DRIVE, SUITE 200 TRAFFIC EN R DATE DIAL TWO 'WORKING ORANGE, CA 92668 REVIEWED: 180023RD ST IMPROVEMENT PLAN BEFORE DAYS BEFORE JP (71q)g39-1030 STUART PATTESON- PUBLI RKS DIR. DATE BAKERSFIELD, CA 93301 YOU DIG q YOU DIG CHECKED BY * RLE Na 88180 * RCE // 448 EXP 3/31 Cj4 1 �' >' PREPARED UN ER THE DIRECT SUPERVISION OF: KHA PROJECT ID. 194052001 DETAILS TOLL FREE 1-800-227-2600 TH 'orf ctv1� oQ� APPROVED: A PUBLIC SERVICE BY OF CALF DATE: zIz$/zO�-9 ICK FIDLER -PUBLIC WORKS DIRECTOR DA UNDERGROUND SERVICE ALERT RECOMMENDED JOHN PCWLPCK. R.C.E. NO. 86160 EXP. 12/31/20 RCE fi 61069 EXP 12/31/20