Loading...
HomeMy WebLinkAbout6.9-332':1 VICINITY MAP NO SCALE J�o i !i ,i jll i� ' ROSEDALE Q HIGHWAY 0 -min 1, DATE –{{ ti w w O _ 1. PROJECT -B HALL ROAD SITE 0 ]'RUk�N A� - o APN: 501-010-43, 501-010-44, 501-010-45 & 501-010-66 w _ w STOCKDALE HIGHWAY 00 - - to tlasign ortlede used antl conimroce to -� i m ':1 VICINITY MAP NO SCALE J�o OF DISTURBANCE • EXISTING SUMP FLOOR 8 227 BRIMHALL ROAD TO BE LOWERED -SEE DETAILe ON SHEET 4 BAKERSFIELD CALIFORNIA i BRIMHALL PERMIT #16-40000070 SHEET No. INDEX O COVER SHEET & PLAN SHEET INDEX O2 GENERAL NOTES & SPECIFICATIONS O3 TO O4 DETAILS & TYPICAL SECTIONS & BRIMHALL ROAD SUMP REDESIGN OTO O GRADING & SITE IMPROVEMENT PLAN O9 EROSION CONTROL DETAILS & NOTES 10 EROSION CONTROL PLAN, NOTES & LEGEND NOTE: SEE SEPARATE PLANS FOR UTILITIES. i !i ,i jll i� ' 0 o w -min 1, DATE –{{ ti W o 1. ADDRESS: 8227 BRIMHALL ROAD, BAKERSFIELD, CA 93312 SHEET OF E.7 O Viroft Dopadrvvant and Building Depadment indicates approval onlq as City Standards, dodos And 2. APN: 501-010-43, 501-010-44, 501-010-45 & 501-010-66 111 t I Q to tlasign ortlede used antl conimroce to --tj t yJ i m OrdinanCeS. Englneaffwhe.hdivldBrOrdmbpePehaftbOr�SWOBib!a 3. PARCEL SIZE: 10.17 ACRES �O for accuracy of calcutations 4orthe plan and AMA .aRRAotacoriidod'as- ..� . I�,'',x I 4. ✓r i i'. ,t to t 5. FLOOD ZONE: "X" (PANELS 06O29C2277E & 06029C2276E, ''-t O DATED 9/26/2008) C ep I !1 € 6. SEWER: CITY OF BAKERSFIELD OF DISTURBANCE • EXISTING SUMP FLOOR 8 227 BRIMHALL ROAD TO BE LOWERED -SEE DETAILe ON SHEET 4 BAKERSFIELD CALIFORNIA i BRIMHALL PERMIT #16-40000070 SHEET No. INDEX O COVER SHEET & PLAN SHEET INDEX O2 GENERAL NOTES & SPECIFICATIONS O3 TO O4 DETAILS & TYPICAL SECTIONS & BRIMHALL ROAD SUMP REDESIGN OTO O GRADING & SITE IMPROVEMENT PLAN O9 EROSION CONTROL DETAILS & NOTES 10 EROSION CONTROL PLAN, NOTES & LEGEND NOTE: SEE SEPARATE PLANS FOR UTILITIES. LEGEND I I HCP FEE AREA = 6.45 ACRES I DETAIL NOTES: 1. BIOLOGICAL SURVEY MAY INCLUDE ADDITIONAL AREAS I BEYOND HCP FEE LIMIT. 2. BIOLOGICAL SURVEY TO INCLUDE EXISTING SUMP ON NORTH SIDE OF BRIMHALL ROAD. HABITAT CONSERVATION FEE LIMITS SCALE: 1" = 100' RCE 43130 Exp.3-31-18 BENCHMARK USED: CONCRETE MONUMENT WITH BRASS CAP IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF BRIMHALL AND WINDSONG, 3,968' I WEST OF THE PROJECT ELEVATION = 376.53 CITY OF BAKERSFIELD DATUM QUANTITIES: THE QUANTITIES SHOWN BELOW ARE FOR GRADING 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. 0 3-17 I CUT: 8,993 CYS (INCLUDES BUILDING OVER -EXCAVATION) �� I FILL: 2,113 CYS (COMPACTED IN—PLACE VOLUME) EXPORT TO STOCKPILES*: 5,500 CYS t DISTURBED AREA: 6.45 ACRES *EXPORT VOLUME ASSUMES SOME SHRINKAGE AND SUBSIDENCE. S.P.R. NO.: 16-0158 I W.D.LD NO.: 5F15C378397 I 6.9-332 CITY OF BAKERSFIELD RECORD NO. i I!; SITE STATISTICS: DATE –{{ ti W subjactroany ind�cetetl conec!ionsor aol.,A s. Approve! by the Putilk 1. ADDRESS: 8227 BRIMHALL ROAD, BAKERSFIELD, CA 93312 SHEET OF E.7 O Viroft Dopadrvvant and Building Depadment indicates approval onlq as City Standards, dodos And 2. APN: 501-010-43, 501-010-44, 501-010-45 & 501-010-66 111 t I Q to tlasign ortlede used antl conimroce to O O m OrdinanCeS. Englneaffwhe.hdivldBrOrdmbpePehaftbOr�SWOBib!a 3. PARCEL SIZE: 10.17 ACRES �O for accuracy of calcutations 4orthe plan and AMA .aRRAotacoriidod'as- 1 �w 4. DISTURBED AREA: 3.25 ACRES w ,t to t 5. FLOOD ZONE: "X" (PANELS 06O29C2277E & 06029C2276E, ''-t O DATED 9/26/2008) C ep I !1 € 6. SEWER: CITY OF BAKERSFIELD I 7. WATER: CITY OF BAKERSFIELD q V, �I iE 8. DRAINAGE: ON—SITE SUMP 91 9. LEGAL DESCRIPTION: A PORTION OF PARCELS 3 AND 7 OF O PARCEL MAP NO. 9630, IN THE CITY OF BAKERSFIELD, COUNTY W O OF KERN, STATE OF CALIFORNIA, AS PER MAP RECORDED FEBRUARY 11, 2000, IN BOOK 51, PAGE 13 OF PARCEL MAPS �' I IN THE OFFICE OF THE KERN COUNTY RECORDER. LEGEND I I HCP FEE AREA = 6.45 ACRES I DETAIL NOTES: 1. BIOLOGICAL SURVEY MAY INCLUDE ADDITIONAL AREAS I BEYOND HCP FEE LIMIT. 2. BIOLOGICAL SURVEY TO INCLUDE EXISTING SUMP ON NORTH SIDE OF BRIMHALL ROAD. HABITAT CONSERVATION FEE LIMITS SCALE: 1" = 100' RCE 43130 Exp.3-31-18 BENCHMARK USED: CONCRETE MONUMENT WITH BRASS CAP IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF BRIMHALL AND WINDSONG, 3,968' I WEST OF THE PROJECT ELEVATION = 376.53 CITY OF BAKERSFIELD DATUM QUANTITIES: THE QUANTITIES SHOWN BELOW ARE FOR GRADING 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. 0 3-17 I CUT: 8,993 CYS (INCLUDES BUILDING OVER -EXCAVATION) �� I FILL: 2,113 CYS (COMPACTED IN—PLACE VOLUME) EXPORT TO STOCKPILES*: 5,500 CYS t DISTURBED AREA: 6.45 ACRES *EXPORT VOLUME ASSUMES SOME SHRINKAGE AND SUBSIDENCE. S.P.R. NO.: 16-0158 I W.D.LD NO.: 5F15C378397 I 6.9-332 CITY OF BAKERSFIELD RECORD NO. �..- 11 � = r r DWGNO: The QRAAIiJCi PLAN as shown on Ins drawing is hereby ayprovad DATE –{{ ti W subjactroany ind�cetetl conec!ionsor aol.,A s. Approve! by the Putilk � U UKV SHEET OF ' .fr SHEET Viroft Dopadrvvant and Building Depadment indicates approval onlq as City Standards, dodos And 1� a° 111 t r' to tlasign ortlede used antl conimroce to O O m OrdinanCeS. Englneaffwhe.hdivldBrOrdmbpePehaftbOr�SWOBib!a 4� N Uct —i for accuracy of calcutations 4orthe plan and AMA .aRRAotacoriidod'as- '� graded"Plan after cant w GERagaS LEGEND I I HCP FEE AREA = 6.45 ACRES I DETAIL NOTES: 1. BIOLOGICAL SURVEY MAY INCLUDE ADDITIONAL AREAS I BEYOND HCP FEE LIMIT. 2. BIOLOGICAL SURVEY TO INCLUDE EXISTING SUMP ON NORTH SIDE OF BRIMHALL ROAD. HABITAT CONSERVATION FEE LIMITS SCALE: 1" = 100' RCE 43130 Exp.3-31-18 BENCHMARK USED: CONCRETE MONUMENT WITH BRASS CAP IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF BRIMHALL AND WINDSONG, 3,968' I WEST OF THE PROJECT ELEVATION = 376.53 CITY OF BAKERSFIELD DATUM QUANTITIES: THE QUANTITIES SHOWN BELOW ARE FOR GRADING 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. 0 3-17 I CUT: 8,993 CYS (INCLUDES BUILDING OVER -EXCAVATION) �� I FILL: 2,113 CYS (COMPACTED IN—PLACE VOLUME) EXPORT TO STOCKPILES*: 5,500 CYS t DISTURBED AREA: 6.45 ACRES *EXPORT VOLUME ASSUMES SOME SHRINKAGE AND SUBSIDENCE. S.P.R. NO.: 16-0158 I W.D.LD NO.: 5F15C378397 I 6.9-332 CITY OF BAKERSFIELD RECORD NO. JOB No: h DWGNO: GRAD/NG DATE 09/13/2017 W ADA � U UKV SHEET OF I f0 SHEET 1� a° y O O m 4� N Uct M w c> C ep m Q1 u JOB No: h DWGNO: GRAD/NG DATE 09/13/2017 DRAWNBY. ADA CHEOKEDBY. UKV SHEET OF I f0 SHEET c> u q V, O W O �' JOB No: 15858 DWGNO: GRAD/NG DATE 09/13/2017 DRAWNBY. ADA CHEOKEDBY. UKV SHEET OF I f0 SHEET GENERAL NOTES: 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. 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 CU ED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 3. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BEI G VEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 4. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/ CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 5. 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 UNDERGROUND 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 UNDERGROUND SERVICE ALERT (1-800-612-2444) AT LEAST TWO (2) WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 6. ANY ITEMS 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, 7. 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 -DWG AND ORDER 2012-0006-DWO) MUST BE FILED WITH 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. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C378397 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 8. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE 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 OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 9. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY CITY ENGINEER. 10. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 11. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. 12. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED, UNDERCUT OR DO NOT BEET CURRENT C.O.B. STANDARDS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY INSPECTOR. 13. 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. 14. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAIMNGS 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 PLANS, DRAWINGS OR OTHER DOCUMENTS. 15. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -27. 16. LAV//PINNACLE ENGINEERING SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY LAV//PINNACLE ENGINEERING. 17. SEE UTILITY AND ARCHITECT'S IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. 18. 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. 19. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 20. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR THEIR USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. DEMOLITION NOTES: 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. PAVEMENT, CONCRETE, AND MISCELLANEOUS DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF IN ACCORDANCE WITH ALL LAWS AND ORDINANCES. 4. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENT UNANTICIPATED HAZARDOUS MATERIAL IS ENCOUNTERED. 5. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, SEAL AND CAP ALL UTILITIES THAT PREVIOUSLY SERVED BUILDINGS. 6. CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT FROM THE APPROPRIATE AGENCY AND SHALL COMPLY WITH ALL REQUIREMENTS OF SAID PERMIT, AS WELL AS ALL LAWS AND LOCAL ORDINANCES. GRADING NOTES: 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN AND SHALL CONFORM WITH APPENDIX J OF CALIFORNIA BUILDING CODE (CURRENT EDITION) AND STANDARDS PERTAINING THERETO. 2. THE SOILS REPORT PREPARED BY KRAZAN AND ASSOCIATES, DATED JULY 14, 2016 AND SUBSEQUENT ADDENDA DATED JUNE 6, 2017 AND JUNE 16, 2017, SHALL BE CONSIDERED A PART OF THESE PLANS, AND ALL PROVISIONS THEREIN SHALL BE ADHERED TO. IN THE EVENT OF A CONFLICT BETWEEN THESE PLANS, SPECIFICATIONS, SOILS REPORT, AND AGENCY STANDARDS, THE MORE RESTRICTIVE SPECIFICATION SHALL APPLY. 3. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND PAVING AREAS TO WITHIN 0.1 FOOT OF SUBGRADE. IF SUCH AREAS SHOULD BE FOUND TO BE MORE THAN 0.1 FOOT FROM THE DESIGN SUBGRADE ELEVATION AFTER COMPLETION OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 5. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS REPORT COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING DEPARTMENT BY THE SOILS ENGINEER. 6. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THIS PROJECT, IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 7. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN ACCORDANCE WITH APPENDIX J OF CALIFORNIA BUILDING CODE. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. 8. DUST CONTROL: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. PREVENTATIVE MEASURES TO BE TAKEN BY THE CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. WATER SHALL BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO PREVENT THE SURFACES FROM BECOMING DRY ENOUGH TO PERMIT DUST FORMATION. B. PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL SHALL BE KEPT FREE OF DIRT. 9. THE SOILS ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF FILL TO BE SATISFIED THAT THE WORK I I S BEING PERFORMED IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS, AND APPLICABLE CODE REQUIREMENTS. 10. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 11. DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERLY CAPPED AT THE PROJECT BOUNDARY. 12. CONTRACTOR AGREES THAT HE SHALL ASSUME. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. ALL ONSITE OR OFFSITE OBSTRUCTIONS SHALL BE REMOVED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. 14. ANY EXISTING IMPROVEMENT OR UTILITY REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ENGINEER AND APPROVED BY THE COUNTY OF KERN AT THE CONTRACTOR'S EXPENSE. 15. ALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 16. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE SOILS ENGINEER. THE SOILS ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO PLACING OF ANY FILL MATERIAL. 17. THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, INCLUDING ROOTS, LOOSE FILL, TRASH AND OTHER DELETERIOUS MATERIALS. ANY HOLE OR VOIDS LEFT AFTER THE REMOVAL OF TREES, ROOTS, SEPTIC TANKS, ABANDONED FOUNDATIONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE SOILS ENGINEER. 18. FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL. 19. ALL FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OF EXISTING OR PLANNED CUT SLOPES. 20. THE CUT AND FILL QUANTITIES ARE. CALCULATED USING A COMPACTION FACTOR OF 157 THE ENGINEER MAKES NO WARRANTEE EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOIL ARISES, THE GRADING CONTRACTOR SHALL IMMEDIATELY CONTACT 0 ACT THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND FILL. 21. THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, SOILS REPORT AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT, BASED ON HIS OWN EARTHWORK CALCULATIONS. 22. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE COORDINATED WITH THE ENGINEER AT THE TIME OF GRADING. 23. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THE ENGINEER FOR THE LOCATION OF. THE BORROW AREAS (IF REQUIRED) PRIOR TO BEGINNING CONSTRUCTION. 24. 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. 25. ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE SOILS REPORT. 26. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAVED BY THE BUILDING OFFICIAL. 27. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO (A) FAMILIARIZE THEMSELVES WITH THE FOREGOING RECOMMENDATIONS, (B) NOTIFY THE ENGINEER WHEN SITE PREPARATION BEGINS AND BEFORE THE PLACEMENT OF FILLS, AND (C) INFORM THE ENGINEER IF ITEMS WHICH MIGHT EFFECT FOUNDATION STABILITY ARE ENCOUNTERED DURING EARTHWORK OPERATIONS SO THAT THEY MAY BE TREATED UNDER HIS DIRECTION (THESE MIGHT INCLUDE BURIED TRASH OR VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.) 28. FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT BE PERMITTED. 29. ANY ABANDONED WELLS ON THE PROPERTY DISCOVERED DURING GRADING SHALL BE ADEQUATELY CAPPED AND ABANDONED IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY AND STATE LAWS AND ORDINANCES. 30. A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT AND FILL SLOPES TO PREVENT RUNOFF FROM GOING OVER THE SLOPE. THE FACE OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA. GRADING NOTES (CONT'DL 31. UNLESS OTHERWISE SPECIFIED IN THE SOILS ENGINEERING INVESTIGATION, GROUND SURFACES TO RECEIVE CONCRETE DRIVEWAYS AND BITUMINOUS PAVEMENTS SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF TWELVE INCHES (12") BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE FILLED. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE- TO A MINIMUM OF NINETY-FIVE PERCENT (95%) OF THE MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557-78, METHOD A, AND SHOULD EXTEND TO A MINIMUM DISTANCE OF TWO FEET (2') BEYOND THE OUTSIDE EDGES OF PAVEMENTS. 32. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO NINETY PERCENT (90%) DENSITY FOR A MINIMUM DISTANCE OF FIVE FEET (5) BEYOND THE OUTSIDE EDGES OF THE FOUNDATIONS OF THE STRUCTURES. THE DEPTH OF OVEREXCAVATION ANDA COMP CTION IN PAD AREAS SHALL BE ONE FOOT BELOW EXISTING GROUND ELEVATION. RECOMPACTION OF OVER -EXCAVATED MATERIAL SHALL BE TO AT LEAST NINETY PERCENT (90%) OF MAXIMUM DRY DENSITY. 33. FILL AREAS SLOPING STEEPER THAN. :1 5 SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 34. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6" IN COMPACTED THICKNESS, AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY APPROVED METHOD. 35. ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY C.B.C. APPENDIX CHAPTER 33 AND SO CERTIFIED BY TESTS AND REPORTS FROM SOILS ENGINEER. 36. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED BY LAV//PINNACLE ENGINEERING. 37. PURSUANT TO SECTION 3317.8 OF THE CALIFORNIA BUILDING CODE, IF THE CIVIL ENGINEER, THE SOILS ENGINEER, OR THE ENGINEERING GEOLOGIST OF RECORD IS CHANGED DURING GRADING, THE WORK SHALL BE STOPPED UNTIL THE REPLACEMENT HAS AGREED IN WRITING TO ACCEPT THEIR W RESPONSIBILITY WITHIN THIN THEIR AREA OF TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION OF THE WORK. IT SHALL BE THE DUTY OF THE PERMITTEE TO NOTIFY THE BUILDING OFFICIAL IN WRITING OF SUCH CHANGE PRIOR TO THE RECOMMENCEMENT OF SUCH GRADING. PORTLAND CEMEKST CONCRETE. CURBS & SIDEWALK: 1. GENERAL 1.1: PORTLAND CEMENT CONCRETE FOR CURBS, GUTTERS, SIDEWALK, AND OTHER "FLATWORK" SHALL CONFORM TO THE PROVISIONS OF SECTION 40 AND 90 OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS, EXCEPT AS OTHERWISE MODIFIED BY THESE PLANS, SPECIFICATIONS, OR CONTRACT DOCUMENTS. 1.2: SEE ARCHITECT'S PLANS AND CONTRACT DOCUMENTS FOR STRUCTURAL CONCRETE, OR CONCRETE FOR FOUNDATIONS. 2. CONCRETE 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. 2.2 CLASS B: CLASS B CONCRETE SHALL A MINIMUM PORTLAND CEMENT CONTENT OF 500 POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 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 2,000 PSI IN 28 DAYS. 3. REINFORCING WHERE REINFORCED CONCRETE IS REQUIRED, REINFORCING STEEL CONFORMING TO THE APPLICABLE PROVISIONS OF THE STATE SPECIFICATIONS SHALL BE FURNISHED AND INSTALLED. 4. CONCRETE IMPROVEMENTS 4.1: PORTLAND CEMENT CONCRETE SHALL BE CLASS B FOR CURB AND GUTTER, ADA RAMPS, AND SIDEWALKS, AND CLASS A FOR CROSS GUTTERS, DRIVEWAY APPROACHES, AND ANY OTHER CONCRETE IMPROVEMENT SUBJECT TO VEHICULAR TRAFFIC. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 90, "PORTLAND CEMENT CONCRETE", OF THE STATE SPECIFICATIONS. 4.2: CROSS GUTTERS AND DRIVEWAY APPROACHES SHALL BE CONSTRUCTED IN ACCORDANCE WITH PROVISIONS OF SECTION 73, "CONCRETE CURBS AND SIDEWALKS", OF THE STATE SPECIFICATIONS. DRIVE APPROACHES SHALL NOT BE CONSTRUCTED WITHIN TEN FEET OF CURB RETURNS, AS MEASURED FROM RETURN TO EDGE OF APPROACH, UNLESS APPROVED BY THE CITY. EXPANSION JOINTS SHALL BE EITHER (A) %-INCH TO 36 -INCH PREMOLDED EXPANSION JOINT FILLER PER SECTION 51-1.12 OF THE STATE SPECIFICATIONS, OR (B) 2 -INCH DEEP SCORED JOINT (WEAKENED PLANE, EXTRUSION MACHINE ONLY). 4.3: ALL CONCRETE IMPROVEMENTS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STANDARD DETAILS. WHITE PIGMENTED CURING COMPOUNDS, CONFORMING TO ASTM C-3091 SHALL BE APPLIED TO ALL EXPOSED SURFACES OF CONCRETE IMPROVEMENTS TO PROVIDE COMPLETE AND UNIFORM COVERAGE. CURING COMPOUND SHALL BE APPLIED WITHIN 1 HOUR OF CONCRETE FINISHING. 4.4: EXCAVATION, GRADING AND BACKFILLING BEHIND THE CURB RETURNS, INCLUDING GRADING OF PARKWAY, SHALL BE DONE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR EARTHWORK. ANY EXCAVATED A ATED MATERIAL 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. 4.5: THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL THE DESIGN OF THE MIX PROPOSED FOR USE. SAID MIX DESIGN SHALL SET FORTH WEIGHTS OF CEMENT, 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. 4.6: IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, INSTALL REBAR DOWELLS WHEN NEW PC CONCRETE IS SHOWN TO JOIN EXISTING PC CONCRETE. 4.7: 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. ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE: 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 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 SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE "A" (MODIFIED) ASPHALT CONCRETE SHALL BE PG64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE "B" (MODIFIED) ASPHALT CONCRETE SHALL BE PG64-10 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. ASPHALT CONCRETE PAVING NOTES (CONT'D) 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 IN SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAT SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE 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 D-20471. 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 CENTERLINE 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, "SUB -GRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. 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 SEEMS SHALL BE LOCATED A C D 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 CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON 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 CONFORMS BEFORE 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. 12. WHERE THE 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 OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14, IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS 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 & 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 & REPLACED WITH MATERIALS 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 BEAT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: aRoecssioN O A A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD OR �. v c a o a t � � a c B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN T c FOR LABORATORY TESTING. ZINC STEARATE MAY BE. SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. p RCE 43130 A * Exp. 3-31-18 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE sr Q SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BYglfoFI �F0, EITHER: (A) ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES, (8) 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 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 THE 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 "GREENBOOK" WHICH 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 THERON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING; A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT _ ANY POINT SHALL NOT VARY MORE THAN 0.04 1 THE ABOVE OR BELOW THE GRADE ESTABLISHED BY 0077- 332 ENGINEER. CITY OF BAKERSFIELD RECORD NO. � M L Q � DATE 09/28/2017 DR4WNBY. �1 CHEMEDBV MIN SHEET 77 Of f0 SHEET N "zoo N V (o ctZi M J o 03 C � j U � M L Q � DATE 09/28/2017 DR4WNBY. ADA CHEMEDBV MIN SHEET 77 Of f0 SHEET N M h U y O W h V] O g JOB No: 15-658 DWGNO: GRAD/NGPLAN DATE 09/28/2017 DR4WNBY. ADA CHEMEDBV MIN SHEET 77 Of f0 SHEET CITY OF BAKERSFIELD STORM DRAIN NOTES STORM DRAIN PIPE: UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE ONE OF THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 651.06 OF THE STANDARD SPECIFICATIONS. CEMENT MORTAR JOINTS SHALL ONLY BE USED WHEN THE PIPE INVERT ELEVATION IS HIGHER THAN ONE HALF THE DRAINAGE SUMP DESIGN WATER SURFACE DEPTH ELEVATION. WHERE CLASS III, REINFORCED CONCRETE PIPE IS REQUIRED, THE CONTRACTOR MAY, WITH CITY APPROVAL, USE CLASS III NON -REINFORCED CONCRETE PIPE CONFORMING TO THE REQUIREMENTS OF SECTION 651.02A, "CIRCULAR REINFORCED CONCRETE PIPE:, OF THE STANDARD SPECIFICATIONS. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. B. CAST -IN-PLACE CONCRETE PIPE: CAST -IN-PLACE MONOLITHIC CONCRETE PIPE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 63 OF THE STANDARD SPECIFICATIONS. C. POLYVINYL CHLORIDE (P.V.C.) DRAIN PIPE POLYETHLENE (P.E.) DRAINPIPE 1) SMALL DIAMETER P.V.C. PIPE SHALL BE IN ACCORDANCE WITH UNI -BELL STANDARD UNI -B-4 AND ASTM D 3034, SDR35, AND THE INTEGRAL BELL, GASKETED JOINT SHALL COMPLY WITH UNI -BELL STANDARD UNI -B-4 AND ASTM D 3212. 2) LARGE DIAMETER P.E. PROFILE WALL PIPE SHALL CONFORM TO ASTM F 894. LARGE DIAMETER P.V.C. PIPE SHALL CONFORM TO UNI -BELL STANDARD UNI -B-9 AND ASTM F 794 AND SHALL HAVE AN INTEGRAL BELL, GASKETED JOINT, THAT CONFORMS TO ASTM D-3212 (J -M PERMA-LOC SERIES 46 GRAVITY SEWER PIPE OR APPROVED EQUAL). ALL P.V.C. OR P.E. PIPE SHALL BE INSTALLED AND BEDDED IN STRICT ADHERENCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH ASTM D 2321 - LATEST EDITION FOR UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE. RUBBER GASKET PIPE SHALL BE USED AT ALL SYPHON LOCATIONS AND FOR ALL LOCATIONS WHERE THE PIPE FLOWLINE IS BELOW THE HYDRAULIC GRADE ELEVATION AT THE PIPE OUTLET. SUBMISSION OF RECENT TEST RESULTS FROM AN INDEPENDENT TESTING LABORATORY CERTIFYING THAT THE PIPE JOINTS MEET ASTM D 3212 (SUSTAINING 26 FEET OF HEAD FOR 10 MINUTES WITH NO VISABLE LEAKAGE) WILL BE REQUIRED PRIOR TO THE APPROVAL OF PLASTIC PIPE FOR USE IN THESE LOCATIONS. USE OF ANY OF THE ABOVE PIPE MATERIALS SHALL FIRST BE APPROVED BY THE ENGINEER PRIOR TO BIDDING. 2.5" ASPHALT CONCRETE PAVEMENT 4.0" CLASS II AGGREGATE BASE 12.0" NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION. DETAIL NOTES: 1. OBTAIN 95% RELATIVE COMPACTION FOR A DEPTH OF 12" BENEATH ALL CONCRETE, PER ASTM D-1557. 2. COMPACTION AND SOIL PREPARATION REQUIREMENTS SHALL EXTEND 2 -FEET BEYOND LIMITS OF HARDSCAPE. SEE SOILS REPORT. Al ASPHALT CONCRETE PAVEMENT r 5.0" PC PATTERNED CONCRETE 12.0" NATIVE SOIL COMPACTED TO 95% RELATIVE COMPACTION. DETAIL NOTES: 1. OBTAIN 95% RELATIVE COMPACTION FOR A DEPTH OF 12" BENEATH ALL CONCRETE, PER ASTM D-1557. 2. COMPACTION AND SOIL PREPARATION REQUIREMENTS SHALL EXTEND 2 -FEET BEYOND LIMITS OF HARDSCAPE. SEE SOILS REPORT. TAMPED P.C. CONCRETE PAVEMENT N.T.S. 24" 6"- R=1-1/2" T1-1/2" 6„ R-1 1/2" N c N tp I -III-I I Ir �E1 TYPE "B" CURB - C.O.B. STD. ST -1 3 N.T.S. POLYURETHANE BASED SEALANT (SIKAFLEX-20 NS TS). PRIME EDGES WITH SIKAFEX SEALANT/ ADHESIVE PRIMER 260-205 - USE BOND BREAKER TAPE AT VOID CAP SURFACE WALK EDGES TO HAVE 1/4" RADIUS MAXIMUM 5/8" X 5-1/2" FELT EXPANSION JOINT VARIES - SEE PLAN 1.5% MAX D - IIII II III II III= =11- 4" PORTLAN�-' IIIIIIIiII_IIIiIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIiIIIIIiIIIlllllll CEMENT CONCRETE DETAIL NOTES: 1. OBTAIN 95% RELATIVE COMPACTION FOR A DEPTH OF 12" BENEATH ALL CONCRETE, PER ASTM D-1557. 2. COMPACTION AND SOIL PREPARATION REQUIREMENTS SHALL EXTEND 2 -FEET BEYOND LIMITS OF HARDSCAPE. SEE SOILS REPORT. SIDEWALK SECTION - ONSITE 3/ N.T.S LANDSCAPE AREAS D DETAIL - SIDEWALK ® LANDSCAPE 3 N.T.S. EXPANSION JOINT AT CON N.T.S. 2' 2' 2" TYP. j/­Fi 6" CONCRETE CURB 3 N.T.S. VOID END CAP WITH REMOVABLE TOP 4 X 18" LONG SMOOTH DOWEL REBAR-CUT ENDS 12" LONG SPEED DOWEL AT 24" OC TYP.. AND 6" FROM EACH END(S) NOTE: EXPANSION JOINTS SHALL BE INSTALLED AT ALL "JOINS" WITH EXISTING PORTLAND CEMENT CONCRETE, AND AT 20' INTERVALS EACH WAY. RETE "JOINS" 1/4" TYP. FINISHED GRADE- NEW ASPHALT CONCRETE PAVEMENT, / OR NEW CONCRETE 3" CLR.--j --- L - - 6" THICK - CLASS "3" CONCRETE ��COMPACT 12" DEPTH OF NATIVE MATERIAL TO 95% RELATIVE COMPACTION PER ASTM D-1557. (3) #4 REBAR LONGITUDINAL AND #4 AT 18" O.C. TRANSVERSE 4' CONCRETE "V" GUTTER N.T.S. PAINT 4" WIDE WHITE PARKING STRIPE IF NOT AGAINST CURB 0 18, 3X3' INTERNATIONAL SYMBOL OF ACCESSIBILITY, WHITE PAINTED GRAPHICS OVER BLUE BACKGROUND L PAINT 4" WIDE WHITE 3 STRIPED BORDER ® LOADING - AND UNLOADING ACCESS AISLE. N.T.S. waz w Q =0a 3:_ nz0 DETAIL NOT 3' 3' PRE -CAST CONCRETE PARKING BUMPER W/REBAR PINS (WHERE SHOWN ON PLAN) ADA PARKING SIGN (12 PAINT 4" WIDE --WHITE PARKING STRIPE 1. PAINT NEW PARKING STALLS, ADA PARKING STALLS, PAVEMENT MARKINGS, AND ROUTES IN ACCORDANCE WITH THE PLANS.. 2. INSTALL 3.0' PRECAST BUMPER BLOCKS BY APPROVED METHOD. 3. REFER TO CAL -TRANS STANDARD DRAWING A90A FOR SPECIFICATIONS NOT COVERED BY THIS PLAN. CAL PARKING STALL SPACE DETAIL NOTES: 1. 3'X3' SURFACE IDENTIFICATION AT ALL DISABLED PARKING STALLS 2. 3" WIDE LINES 3. SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE COLOR NO, 15090 IN FEDERAL STANDARD 5958 [2013 CBC 11B-703.7.2.11. SEE SITE PLAN FOR LOCATIONS. ADA PAVEMENT MARKINGS / N.T.S. 1.00' LoPROPOSED v EDGE OF PARKING PAVEMENT ONLY 2"x6" REDWOOD HEADER tD ACCESSIBLE EXISTING GROUND A.C. PAVEMENT A 1" 3 MINIMUM v FINE $250 1"x2"x12" STAKE ® 4' O.C. AND AT ALL JOINTS %Il REDWOOD PAVING BOARD PROPOSED BASE MATERIAL 3 N.T.S. 09/28/2097 DR4WN9Y. •P" oi CHECMEDBY a SHEET 3 OF /0 SHEET � U N � � hNi 0.9"-0.92" ri 0 0 N K A 0.45"-0.47" C 00 t o 2.3"-2.4" N 1'I SECTION A -A /J1 DETECTABLE WARNING SURFACE 3 / N.T.S cn N 0 m G 0 m 12" BLUE REFLECTORIZED SIGN BACKGROUND WITH BEADED TEXT WHITE LINES ON BLUE BACKGROUND (COLOR NO 15090. FED. STDS 595a) PROVIDE BACK BRACING - MIN. OF TWO SIGN WHERE NOTED 2" X 2" PAINTED GALVANIZED STEEL TUBE POST SET INTO CONCRETE - TYP FINISH GRADE -CONCRETE FOOTING %M1 ADA PARKING STALL SIGNS 3 N.T.S. 6.9-332 CITY OF BAKERSFIELD RCE 43130 Exp. 3-31-18 NO.I bio 95--658 DWGNO: GRAD/NGPLAN O 09/28/2097 DR4WN9Y. •P" oi CHECMEDBY M V SHEET 3 OF /0 SHEET � U � � •rel 0 0 K Q,m 1 n. U N M � C t N 1'I P=4 Q T y CIZI M cz Qj LLIm It u JOB Not., 95--658 DWGNO: GRAD/NGPLAN DATE 09/28/2097 DR4WN9Y. ADA CHECMEDBY M V SHEET 3 OF /0 SHEET � � R O C N D) M h U 4 j O y g Lw u JOB Not., 95--658 DWGNO: GRAD/NGPLAN DATE 09/28/2097 DR4WN9Y. ADA CHECMEDBY M V SHEET 3 OF /0 SHEET LAN RW CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER, C.O.B. STD. ST -5 PROPOSED I LANDSCAPE AREA CL BRIMHALL EX. FL VARIES i EXISTING CURB EXISTING �& GUTTER �_AC PAVEMENT I SLOPE rL/ i �111�_� 1112-Z L L=- --------- TYPICAL SECTION - BRIMHALL ROAD IMPROVEMENTS N.T.S. FL CL ENTRANCE ROAD FL FINISHED GRADE PC CONCRETE N.T.S. TYPI N.T.S. L— — — _— — T_ — — — — —s—___j J 95% COMPACTION LIMITS SECTION - ENTRANCE ROAD CL ENTRANCE DAYLIGHT ROAD FL HP SLOPE SECTION — CIRCULAR AREA — ENTRANCE ROAD ORIGINAL GROUND 1.57 GRADE LINE 4:1 MAX. SLOPE MIN. SAW CUT w r - >a . a . 4"�Mft 4 °MIN4 . ow o //\ X?/ o � 44 —5" PRO SERIES STRUCTURAL FOAM POLYOLEFIN LIGHT TRAFFIC CHANNEL GRATE WITH UV INHIBITORS -SECTION AT 5" PRO SERIES —NEW FELT EXPANSION JOINT `—EXISTING SOILS 1-1----#3 OR #4 REBAR STAKE SUSPENSION METHOD. LENGTH OF STAKE APROX. 16". DETAIL NOTES: 1. CHANNELS TO BE INSTALLED WITH GRATE. GRATE TO BE PROTECTED FROM CONCRETE POUR. 2. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. NDS 5" PRO SERIES CHANNEL DRAIN SYSTEM N.T.S. PROPOSED AC PAVEMENT OR PC 1 4:1 MAX SLOPE ON ENDS; CONCRETE �2:1 MAX SLOPE ON SIDES. EX. CHAINLINK FENCE, TYP. cli n\\151\/\\:I\ l TYPICAL SECTION — TEMPORARY SUMP N. T. S. i EX. R/W-� I j rop?o �EX. TOP OF SUMP -�-----------�^-------�--r ----- -----7-7- Y Y Y Y Y _, I EX. BOTTOM—'�� ti----- --------------- --------- ------------ -- 14 279.0' c Me%<_ - i II a M e � DWGNO.: GRADINGPLAIV DATE EX. PROVIDED SUMP CAPACITY: �r OHEMEDBY.' � U EX. REQUIRED SUMP CAPACITY: SHEET •ri bJD I� 2y1 q ADDITIONAL VOLUME REQUIRED O I C5 FOR STREET RUNOFF FROM II\\ BRIMHALL &COFFEE ROAD: i ADDITIONAL VOLUME PROVIDED o� f a BY LOWERING SUMP FLOOR: 40 5, Q G 1// }} E fo N [ DETAIL — SCAIF: 1" _ 5.97 AC. FT. 5.94 AC, FT. 0.14 AC. FT. 0.18 C. FT. EX. OUTLET— STRUCTURE EX. BOTTOM = 367.20 4 PROPOSED BOTTOM = 366.87 EX. HWM = 375.20 2:1 � i i i } ea BOTTOM N "7 UTLET— i� STEX. CTURE r4 LINE GROUND LEGEND — GRADING PLAN: �- EXISTING SIGN PROPOSED ASPHALT CONCRETE PAVEMENT x— x-- EXISTING FENCE PROPOSED PORTLAND CEMENT CONCRETE SIDEWALK --300-- EXISTING GROUND CONTOUR ® PROPOSED PORTLAND CEMENT CONCRETE PAVEMENT 7070°x EXISTING "TOPE" SHOT WITH OR SIDEWALK - STAMPED PATTERN TOE SURVEYOR'S DESCRIPTION r�EXISTING TREE PROPOSED LANDSCAPE AREA � °`"`• PROPOSED ADA COMPLIANT "TRUNCATED DOMES" AC ASPHALT CONCRETE PAVEMENT AP ANGLE POINT a0.s0 rc DESIGN ELEVATION BM BENCHMARK 70.00 FL BW BACK OF WALK 50� DESIGN SLOPE CB CATCH BASIN — - - — STREET RIGHT-OF-WAY CL CENTERLINE — - STREET CENTERLINE EC END OF CURVE PROPERTY LINE EG EDGE OF GUTTER EP EDGE OF PAVEMENT PROPOSED WROUGHT IRON FENCE EX EXISTING x— PROPOSED CHAIN LINK FENCE FL FLOWLINE FF FINISHED FLOOR ADA ROUTE (PATH OF TRAVEL) FH FIRE HYDRANT _o- PROPOSED STREET LIGHT W/NUMBER FS FINISHED SURFACE #232,17 FNC FENCE =E1 PROPOSED SITE LIGHTING (SEE SEPARATE PLANS) GRD GROUND SD PROPOSED STORM DRAIN GV GAS VALVE s PROPOSED SEWER LINE (SEE SEPARATE PLANS) GB GRADE BREAK FP HINGE POINT w PROPOSED WATER LINE (SEE SEPARATE PLANS) LIP LIP OF GUTTER PROPOSED FIRE WATER LINE (SEE SEPARATE PLANS) NG NATURAL GROUND PL PROPERTY LINE -s- EXISTING SEWER LINE PP POWER POLE -- --w---- - EXISTING WATER LINE RW RIGHT OF WAY --- - s -o- -- EXISTING STORM DRAIN TC TOP OF CURB TOE TOE OF SLOPE -E- - EXISTING OVERHEAD ELECTRIC TOG TOP OF GRATE yyoEXISTING FIRE HYDRANT TOP TOP OF SLOPE �Ob EXISTING POWER POLE WV TYPICAL WV WATER VALVE WM WATER METER CONSTRUCTION NOTES: TF TOP of FOOTING 10 CONTRACTOR SHALL PERFORM ALL NECESSARY DEMOLITION WITHIN THE LIMITS OF WORK. PROTECT EXISTING UTILITIES THAT ARE TO REMAIN. SEE DEMOLITION NOTES ON SHEET 2 HEREIN. 20 PRIOR TO FINISH GRADING, THE BUILDING PAD AREA SHALL BE OVEREXCAVATED, RECOMPACTED AND PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORT. 30 SAWCUT AND REMOVE EXISTING CURB AND GUTTER AND ASPHALT CONCRETE PAVEMENT. RECONSTRUCT DRIVE APPROACH TO MATCH GRADES ON EITHER SIDE. PATCH EXISTING A,C PAVEMENT IN ACCORDANCE WITH C.O.B. STD. ST -11. ® SAWCUT EXISTING PAVEMENT AND JOIN AS DIRECTED BY THE CITY ENGINEER. 50 PLACE AND COMPACT ASPHALT CONCRETE PAVEMENT OVER CLASS II AGGREGATE BASE OVER COMPACTED NATIVE SUBGRADE PER DETAIL 3 HEREIN (NON-PUBLIC AREAS). © CONSTRUCT PORTLAND CEMENT CONCRETE PAVEMENT PER DETAIL 3 HEREIN. WHERE INDICATED ON THE PLAN AND LEGEND, CONCRETE SHALL BE A STAMPED PATTERN PER ARCHITECT'S PLANS. 70 CONSTRUCT PORTLAND CEMENT CONCRETE SIDEWALK PER C.O.B. STD. ST -5. © CONSTRUCT PORTLAND CEMENT CONCRETE SIDEWALK PER DETAIL (@ AND eHEREIN (NON-PUBLIC AREAS). USE e WHERE SIDEWALKS ABUT LANDSCAPE AREAS. 9O PAINT PARKING STALLS, PAVEMENT MARKINGS, AND ROUTES IN ACCORDANCE WITH THE PLANS. 10 FURNISH AND INSTALL ACCESSIBLE PARKING SIGNS IN ACCORDANCE WITH DETAIL a HEREIN. QROFess10N O A ti CONSTRUCT 4 -FOOT CONCRETE VEE GUTTER PER DETAIL 3 HEREIN. 9 m 72 CONSTRUCT 6 -INCH CONCRETE CURB PER DETAIL 3 HEREIN. RCE 43130 a * Exp. 3-31-18 .k 73 CONSTRUCT 6 -INCH CURB AND GUTTER PER DETAIL (@ HEREIN. 9T CIVIL Q - t4 CONSTRUCT 3 -FOOT CURB BREAKDOWN TO MEET SIDEWALK GRADE. eOFCAOt 75 CONSTRUCT ADA RAMP IN ACCORDANCE WITH C.O.B. STD. ST -10. t6 CONSTRUCT ADA RAMPS IN ACCORDANCE WITH CALTRANS STANDARD A88A AND THE ELEVATIONS SHOWN HEREON. 77 CONSTRUCT WROUGHT IRON FENCE AND GATES AROUND POOL AREA. SEE ARCHITECT'S PLANS FOR DETAILS. 18 CONSTRUCT 6 -FOOT CHAIN LINK FENCE WITH WOODEN SLATS AROUND SUMP. to CONSTRUCT TRASH ENCLOSURE IN ACCORDANCE WITH C.O.B. STD. ST -27. ® FURNISH AND INSTALL 3 -FOOT CONCRETE PARKING BUMPER. 9 FURNISH AND INSTALL REDWOOD HEADER BOARD ALONG EDGE OF PAVEMENT PER DETAIL (@ HEREIN. © FURNISH AND INSTALL ADA APPROVED DETECTABLE/TACTILE WARNING SURFACE TILE (TRUNCATED DOME MAT). ®3 FURNISH & INSTALL STREET LIGHT IN ACCORDANCE WITH C.O.B. STD. ST -14. ® EXCAVATE/LOWER SUMP FLOOR AS INDICATED ON DETAIL e HEREON. ©5 CONSTRUCT SUMP & SUMP FENCING IN ACCORDANCE WITH C.O.B. STD.'S D-11, D-12, & D-13. © MAINTAIN FLOWLINE GRADE AND SLOPE WITHIN TRAFFIC CIRCLE, BUT IF NECESSARY, ADJUST SLOPE OF GUTTER PAN SUCH THE LIP MATCHES THE EDGE OF STAMPED CONCRETE OR BRICK PAVERS. ® SEE SEPARATE PLANS FOR SEWER AND WATER IMPROVEMENTS, STORM DRAIN: © POTHOLE ALL POINTS OF CONNECTION PRIOR TO COMMENCING WORK. REPORT ANY DISCREPANCIES IN LOCATION AND ELEVATIONS OF CONNECTIONS POINTS TO ENGINEERING TO ALLOW FOR ADJUSTMENTS OF THE PLAN. ®9 UPON COMPLETION OF PAVING, ADJUST ALL MANHOLES, CLEAN -OUTS, AND UTILITY BOXES TO FINISHED GRADE. SAWCUT NEW A.C. AND POUR CONCRETE COLLAR AROUND UTILITY BOXES. ®D FURNISH AND INSTALL PVC STORM DRAIN PIPE - SIZE AS SHOWN ON PLAN. 37 FURNISH AND INSTALL 24 -INCH SQUARE DRAINAGE INLET-CHRISTY U23 WITH H-20 TRAFFIC RATED, ADA COMPLIANT, HEEL PROOF GRATE (OR APPROVED EQUAL). ® CONSTRUCT 6 -FOOT WIDE TYPE "A" CATCH BASIN IN ACCORDANCE WITH C.O.B. STD. D-14. ®3 FURNISH AND INSTALL OUTLET STRUCTURE IN ACCORDANCE WITH C.O.B. STD. D-11. FURNISH AND INSTALL TRENCH DRAIN, NDS 5 -INCH PRO -SERIES, WITH 2 -INCH OUTLET PIPE. IF SHOWN ON PLAN, OUTLET PIPE TO DRAIN THROUGH CURB FACE. ®5 WHERE SHOWN ON PLANS, CAP STORM DRAIN FOR FUTURE IMPROVEMENTS. © JOIN EXISTING STORM DRAIN MANHOLE. ® FURNISH AND INSTALL 24 -INCH X 36 -INCH DRAINAGE INLET-CHRISTY U32 WITH H-20 TRAFFIC RATED, ADA COMPLIANT, HEEL PROOF GRATE (OR APPROVED EQUAL). ® FURNISH AND INSTALL 36 -INCH SQUARE DRAINAGE INLET-CHRISTY U43 WITH H-20 6.9-332 TRAFFIC RATED, ADA COMPLIANT, HEEL PROOF GRATE (OR APPROVED EQUAL). � a M e � DWGNO.: GRADINGPLAIV DATE 09/26/`1097 DRAWNBY W � ADA OHEMEDBY.' � U SHEET OF A /0 SHEET •ri bJD Q) w % O U N � o� W a O � \� to 00 .0 m � _rz � a M e � DWGNO.: GRADINGPLAIV DATE 09/26/`1097 DRAWNBY ADA OHEMEDBY.' my SHEET OF A /0 SHEET N o� W M U " IJAOO y 0 g A ✓OBNo.: 15.658 DWGNO.: GRADINGPLAIV DATE 09/26/`1097 DRAWNBY ADA OHEMEDBY.' my SHEET OF A /0 SHEET NOTE: SEE SHEET 4 FOR LEGEND AND CONSTRUCTION NOTES ac -' E w ss ss ss ss — STRIPE STRIPE w STRIPE CRN STRIPE W w w w IN — w e 2�P A >I I I w W I I I eW� 3gT � ADA 16� 266 b' ;. x,38 w Z ... dao 1 I � I m 1 CD ss ss �s ss — �ss� V s V) I 111'-B ' -- W I s SS ss I 38118282 I I I I C;sox I I I Bw RX.P` ' x,30 311b.2 FL r0 BK w ss ss ss ss — STRIPE STRIPE w STRIPE CRN STRIPE W w w w IN — w w,v w W OR4WN9Y ADA OHECKEOBY 266 SHEET 5 OF f0 ;. x,38 w c ... dao ,I ss ss �s ss — �ss� ss- ss ss s SR k v v _ 111'-B ' -- SS— s SS ss Es ss—ss— ss -ss Mq � C;sox W ' x,30 .31 N 38250 GRIND BRIMHALL ROAD STRIPE ._wanSTRIPL..n .n.." .. ........_ V1 � STRIPE STRIP STRIP CRN CRN a, W —w-- w - w — w 55 —ss ss ss ss ss__ ss ss x 38283 STRIPE w SS --02.5 SAH N s x 363.01 TRIPE ... 1 ..._. . -A. STRIPE 0 TRPE STRIPE = STRIPE ... STRIPE STRIPE STRIPE _ STRIPE -STREET RIGHT-OF-WAY PER - BK. PER - BK. .. ._.�_ _ ......�_ 6829, PG. 2431, O.R. LIMITS OF CONSTRUCTION''— ..__ STRIPE l F rA ^- _- STRIPE '..— ITRIPE ........ ._....—_....__„.. 381.80 G 38 h'L. O � 9 f � Q� STRIPE :c38232LT - F 381 48 EP fG Ec EP RB P G> +: sJ o@ f O .— _..... .._... __ STRIPE _ ........ ....._,,. .__,. w x-- S C _ _...... _.. _____ .. ...._.. _STRIPF » _ �: `, 9 7roa 2,7 o TI _. Ec IGN �LAi 'STo e^ 37827 IN UC ON— _°_,._r ...- _ „ e m oaq' „ Ix381.6e 8 x38 > �� 381.00 FL DEP LIMITS F C3�C� TR ^ - ° 1c so, x e .. ....._ ..."C' t, -._- C I Ac xAcls A0� V. x3s191--v�.,m+sB,___"'� `r " E _ a uE:- . c x of e2, 1 p x 3 .. m 83 Rai s 7 Ac c a --- STRIPE 3azcc —._z._ ...._,,.,,,—_.__..._..._..,,,, ......_ -1829—a"'a �1SII, �.-.�.... _ hQ 7 ., rRAFrIc slcN \ x 6Q n" 3s east IujUm sr -. , x E .E. a ter- - E.a fukr^'. _ - _ s _ _ _ e N O ,r Gams �p M,e" ,3e295" ,R11�'y"p' ,I , ac"'3vW'-'^r^-.�.-�.�- F "�� .' , ', T orvc Bos h.- .� ., / t"\ �3ex n, i- _. _._z.o5 .,r�, �G" qzI ✓ i ri L:' I Irr h .,,1_a ,,, `x _ a. > = h ' ' - ' 1 `�� 0 5 ' I c. ,_J e'.. . o" x2mz4a. szt,.-- a- ...,._.._.__ r} , , �E, -E ._ .ry - w � :FRap t �'sj sei&Na PaK �cscko i'LI 'JJ� 382,x9 JVD —... —5 — -�� = '_� aT " . . a - " ' , c °, _ ' ,_.' TREE ;icy' } rg"-;ti [' .-_W— E ........ ..__ j.._ _. — 38293 \, ' ' ".-..�'T-.— "p; v + a • T b IN CF SD _—SD �'^ �— �._. < S i + — (" cwA 5 rRgEs t. .. -_ E E -E 38 27 ,1 A D 383 ]b`...a- ,� ,..cp,—..,�_-.. © • -w, _3 a i + S - , °- a 'da-.—' �,4 &a- .. +' D t 3azso LIMITS OF CONSTRUCTION cRAD " Du- 377. 9' 6 ". °�` �.. �" °'� ee•..� " f ". "\ • s�"--� qy W I+i 1rc I - / �,a t n. n o END I— W W V) 381.72 Q EP DID Of w W Z + Q U U GO EP - 301.61 i I EG t I I r F B1,* RAIln 381 93FOT x 381.12 * FL' RK 0, f J�9 I m 14< LIGHT 1x GC h nD ��' 3821'2 EGi �p 1 �'N pp ¢ �, ¢`RN IPlxss % EPN/w I I I III I I II I I � Ili�f I i I i III I i ILII I II I I III GRNJ9 NORTH � I II I SCALE: 1 " 20' I 0 10 20 40 7/77 � i Ili 382.25 1 1 Ili 1 l BLDG S/I J. I I III A MATCH LINE — SEEI SHEET 6 s i; II 01 I WRNo41 I 1 I I III �� 41 z II I III 1 i x 382,94 reND x 382.88 GRND 1, 4 x383.09 IMV, Yl ,TUB +� -- , , ' 832¢ t } -_ _ , . , TOP L _._ �-_ " ' " ; w cF ec eGN'� + nan x S3,33 Vr.....7--� �: -y. ° ° '• - i" i•, vim- - • 15' PINE 1&vAly DJ J15 ---RIGHT-TURN DECELERATION cRD { .. / "• ................... 382,.x2, 43�33g LANE DEDICATION PER P.M. % 6DQ' 0.508 ' - •' 2, noPN 3+2 x _} x 38x61 R corvc � I • . y , aR61, 'iis� WIDE LANDSCAPE h°ia tE 38' x388 cE ec J.e� / : 4 " , .Sga• " c c v PER BK. 682 G. 2 0. a' v co 1s' N IF v1 ¢ m �N30/T 960 SEE PARCEL MAP FOR - >--- - --s— 7f---- "' " F ,I S, «aex`e� x38-51 m�. sE-R SRb 1 ES FOR CLARITY. I z 4�' his *-ijs6- >` 3 %°` :•/ 3g 'c f -..>n} O� %'Pl/� cR \l: -. I RE AP cF2Ec .(A FLOWAGE AND DRAINAGE EASE w -1 y .__.—.._...... o. ... ....._ /,% LIMITS'(SF `L'ONS TRl1GT101V w cF fl xGRo so :S0 A m �,- PER BK._ 6829, PG._2435 O.R. L 388x2, F` z --sr'°-'+ ------ ----- x 30x92 .. . -.-.a,„, & f v GRoi) �" xeaoa,-,-�_ / r� GRD cF A To' 3es c I 4.' �, 1DP " �; ✓' f� 38342 802 9S 3�0� Dx3a3-51 xUdF3b§ 383,19 E9CONG AP CF EC zCF Bc LIE Ec xC` BCS II CF BC CF EC CF BC CF E.. 383.45x 383 45 —EDB GRN STOCKPILE AREA — 71 3 Y+ •.° i I rP ' " xRg3ol •,+ \ i° x383$2 x3ffi9A x 61 : TC POL 2E POL Tff POL 383 3g x BLDG 3�t 6 6 '' r ORD / T ,382 382. *+ BLD COR 6PT E i 11 's I i.,,,,_ a8 3 380.03 FS ' 1�6 z s x GRD t._...,,. creo LIMITS OF CONSTRUCTION . T j 38 TEMPORARY SUMP 5380. y I�...�� oR6PA a �,.�' 1 MAX. DEPTH = 12" 1tk I 1 . 't Sz`'�' 11 `/ I ( (� b �f x3e2 s1 ._ s.. ..,z F r/. 'j 1 ! � ' X GRD ' ".—�/ 380.23 FS R s 38349A 4°j x �` L f 11 x 382 4� / GRD x 383. S f GRND *.- 11 i 3 GR TEMPORARY SUMP a% ' r MAX. DEPTH = 12 ?i I n - o ( 3 � X260l x3sz ol- P Ix creo ( I ! cam I 6R4 I STOCKPILE AREAx'8266 I �. I ....T __44' "'_..... SEE SHEET 8 FOR ENLARGED BUILDING AREA AND GRADES 1 i 0 t-�...........0 38822 .83 0 GRD 38264 GRND 382.79 GRD 362.76 creo -. n � 51P FI' OATS 09/28/2017 OR4WN9Y ADA OHECKEOBY 266 SHEET 5 OF f0 ;. x,38 -.7' c ... dao -o ,I N 93E 6? SR k v v _ 111'-B ' C;sox W ' x,30 .31 GRIND If 382.79 GRD 362.76 creo -. n � LIMITS OF CON OATS 09/28/2017 OR4WN9Y ADA OHECKEOBY 266 SHEET 5 OF f0 ShZE751 IINAIL x38280 ... dao W ,I N C;sox W . ., creo x 382.30 GED x 582,51 383.88 x383.39 RCE 43130 4 cDfsalGNc coR Cory * Exp. 3-31-118 f03 ¢G PAR Xt 9T CIVIL G � F OF g pUpO (. (' x 383.09 AC 4_� .p tDEBC J t 7} �" ac AS CF BC ry 3 0 38 �' 258 bh C CBS f� x 38291 j l AC Pochh^�`2 kl av, 3,yZFNO 3828'`i':.x J82 '5$3.00 EC DC£C G90PdfJPS 82. �- �� X68 ac .-69 CF POC383U v Co x 38258:' COR TRSH =TR9B x 3C -ch, reo" creo 382,66 x 382.20 creo I x 382.54 (, ......... ..............+ GRo IT - 382.36 I GEE ........ ...._ -- �� MATCH LINE — SEE SHEET 6 -- -- �-r'— -- — -- — -- -- ` —RD — — GRA 7�iTT%�T'i/✓� x380.21 382.12 ..... I �// reD ✓s _ r 6.9-332. GRID I 62.5 CITY OF BAKERSFIELD RECORD N0. � n � ILL, Q OATS 09/28/2017 OR4WN9Y ADA OHECKEOBY AV SHEET 5 OF f0 ShZE751 W N W U a, O r^ vJ d 1:4 �oaaw �x N 00 V ✓OBNo: 15-658 OWGNO: GRAD/NGPLAN OATS 09/28/2017 OR4WN9Y ADA OHECKEOBY AV SHEET 5 OF f0 ShZE751 38,.34 6RND MATCH LINE - SEE SHEET 7 x38, 9T — — x 381 54 [� GRNJ GRND — — — — I I 7 a= 1 _ 0928/2097 4 ADA CHECKEDBY MIl :,.. x OR OR .3, � U cRND l ' — �• �ez62 W U N � coo cnco x V, cq Lt • � vJ "�J a M A � J vi F - U I El"I"' ©p_—/ I(R �I 2.12gf�, �h cRe t ° :,,x,;493.02 _ creD i { x 38225 I GRD ¢: �r 6 x 382.5 r �m 10 � J ,g ^ m: W ISL a 382.56 GRD_ e N 'pP 382.45 ORD ,2 GRD x382.32 GRG .38246 GRD ...... .......Y 3825.6. ,1 x 382.32 GRD GR I dD X x� P1� Z 382 � 6 J GRD � � � T /+ t BB b6 351 8l / . GRD 3 T� -rr✓ it / / \ k3£v-'9. 1 a \� l/�' GP 3 TOP �✓ / `l 1, I 1 � �s .. GRD - --38220 r� p xI ;., / � r '2 GRD \ 'I- . I x 382 33 C, _38200 �� FNC 5-T CHI LNK SC wig / TO "THT i r/3e, ;/TT' V I // xcaD R2 ---_-- /r / ex 382.04 �� /r •�• .. 0 R i Del / 982.04 GR' /\ FNC 6FL OXN LNK 100 � 382.4, \ F TlT .,r.. crexyta TEMPORARY S 9/ MAX DEPT„ -r I2x382 + l x.: 382-3 55 362.04 FNG 6FT HN LNK Pec NOTE: SEE SHEET 4 FOR LEGEND / IT,AND CONSTRUCTION NOTES J / -_ }/MATCH LINE - SEE SHEET 7 RCE 43130 Exp.3-31-18 -N- NORTH SCALE: 1" = 20° 0 10 20 40 6.9-332 CITY OF BAKERSFIELD RECOF �I 1 _ 0928/2097 I ADA CHECKEDBY MIl :,.. x O GRD t ° :,,x,;493.02 _ creD i { x 38225 I GRD ¢: �r 6 x 382.5 r �m 10 � J ,g ^ m: W ISL a 382.56 GRD_ e N 'pP 382.45 ORD ,2 GRD x382.32 GRG .38246 GRD ...... .......Y 3825.6. ,1 x 382.32 GRD GR I dD X x� P1� Z 382 � 6 J GRD � � � T /+ t BB b6 351 8l / . GRD 3 T� -rr✓ it / / \ k3£v-'9. 1 a \� l/�' GP 3 TOP �✓ / `l 1, I 1 � �s .. GRD - --38220 r� p xI ;., / � r '2 GRD \ 'I- . I x 382 33 C, _38200 �� FNC 5-T CHI LNK SC wig / TO "THT i r/3e, ;/TT' V I // xcaD R2 ---_-- /r / ex 382.04 �� /r •�• .. 0 R i Del / 982.04 GR' /\ FNC 6FL OXN LNK 100 � 382.4, \ F TlT .,r.. crexyta TEMPORARY S 9/ MAX DEPT„ -r I2x382 + l x.: 382-3 55 362.04 FNG 6FT HN LNK Pec NOTE: SEE SHEET 4 FOR LEGEND / IT,AND CONSTRUCTION NOTES J / -_ }/MATCH LINE - SEE SHEET 7 RCE 43130 Exp.3-31-18 -N- NORTH SCALE: 1" = 20° 0 10 20 40 6.9-332 CITY OF BAKERSFIELD RECOF �I Q 4 O 0928/2097 I ADA CHECKEDBY MIl :,.. x O GRD � U t ° :,,x,;493.02 _ creD i { x 38225 I GRD ¢: �r 6 x 382.5 r �m 10 � J ,g ^ m: W ISL a 382.56 GRD_ e N 'pP 382.45 ORD ,2 GRD x382.32 GRG .38246 GRD ...... .......Y 3825.6. ,1 x 382.32 GRD GR I dD X x� P1� Z 382 � 6 J GRD � � � T /+ t BB b6 351 8l / . GRD 3 T� -rr✓ it / / \ k3£v-'9. 1 a \� l/�' GP 3 TOP �✓ / `l 1, I 1 � �s .. GRD - --38220 r� p xI ;., / � r '2 GRD \ 'I- . I x 382 33 C, _38200 �� FNC 5-T CHI LNK SC wig / TO "THT i r/3e, ;/TT' V I // xcaD R2 ---_-- /r / ex 382.04 �� /r •�• .. 0 R i Del / 982.04 GR' /\ FNC 6FL OXN LNK 100 � 382.4, \ F TlT .,r.. crexyta TEMPORARY S 9/ MAX DEPT„ -r I2x382 + l x.: 382-3 55 362.04 FNG 6FT HN LNK Pec NOTE: SEE SHEET 4 FOR LEGEND / IT,AND CONSTRUCTION NOTES J / -_ }/MATCH LINE - SEE SHEET 7 RCE 43130 Exp.3-31-18 -N- NORTH SCALE: 1" = 20° 0 10 20 40 6.9-332 CITY OF BAKERSFIELD RECOF n Q 4 O 0928/2097 DR4WN8Y ADA CHECKEDBY M/N SHEET /+ OF 10 O Q � U �� x �• �ez62 W U N � coo cnco t ° :,,x,;493.02 _ creD i { x 38225 I GRD ¢: �r 6 x 382.5 r �m 10 � J ,g ^ m: W ISL a 382.56 GRD_ e N 'pP 382.45 ORD ,2 GRD x382.32 GRG .38246 GRD ...... .......Y 3825.6. ,1 x 382.32 GRD GR I dD X x� P1� Z 382 � 6 J GRD � � � T /+ t BB b6 351 8l / . GRD 3 T� -rr✓ it / / \ k3£v-'9. 1 a \� l/�' GP 3 TOP �✓ / `l 1, I 1 � �s .. GRD - --38220 r� p xI ;., / � r '2 GRD \ 'I- . I x 382 33 C, _38200 �� FNC 5-T CHI LNK SC wig / TO "THT i r/3e, ;/TT' V I // xcaD R2 ---_-- /r / ex 382.04 �� /r •�• .. 0 R i Del / 982.04 GR' /\ FNC 6FL OXN LNK 100 � 382.4, \ F TlT .,r.. crexyta TEMPORARY S 9/ MAX DEPT„ -r I2x382 + l x.: 382-3 55 362.04 FNG 6FT HN LNK Pec NOTE: SEE SHEET 4 FOR LEGEND / IT,AND CONSTRUCTION NOTES J / -_ }/MATCH LINE - SEE SHEET 7 RCE 43130 Exp.3-31-18 -N- NORTH SCALE: 1" = 20° 0 10 20 40 6.9-332 CITY OF BAKERSFIELD RECOF r n Q 4 O 0928/2097 DR4WN8Y ADA CHECKEDBY M/N SHEET /+ OF 10 O Q � U N x N W U N � coo cnco x V, cq Lt • � vJ "�J a M A � J vi U r n Q DATE 0928/2097 DR4WN8Y ADA CHECKEDBY M/N SHEET /+ OF 10 O Q N x N cnco x m cq N M A � a U g ✓OBNo: 15658 DWGNO.: GRUINGPLAN DATE 0928/2097 DR4WN8Y ADA CHECKEDBY M/N SHEET /+ OF 10 O Q N x cnco x cq N A � ✓OBNo: 15658 DWGNO.: GRUINGPLAN DATE 0928/2097 DR4WN8Y ADA CHECKEDBY M/N SHEET /+ OF 10 SHEET 9 NOTE: SEE SHEET 4 FOR LEGEND AND CONSTRUCTION NOTES PARCEL 10 F.M. No. 11845 P.M. BK. 58, PG. 4 Q PROPOSED 6' CHAIN LINK FENCE \ — — — — — — — — — — — — — \ k Qx \ M + o\ \ \ 36 .00 FS k \ �r EXISTING 6' \ CHAIN LINK FENCE I PA TOP TOE 1 12' 1 23' 1 TOE 23' TOP P 12' PROPOSED 6' ©CHAIN LINK FENCE x 381.00 DESIGN WATER 381.00 x \ SURFACE _ — — EXISTING TOP SUMP \ TOP SUMP 2% MIN. ELEV=377.50 GROUND 2% MIN. 5% MAX. ------ --� ------ --------- 5% MAX. ------,\��\��\fir\ 2• — — —� — — — — — — — — — —�.. ����77 77 A�= SUMP BOTTOM .S. GRADE LINE �PROPOSED 6' M CHAIN LINK F I p \ I ybJO, —_— II EXISTING 6' CHAIN LINK FENCE NOTE: CONSTRUCT SUMP & FENCE IN ACCORDANCE WITH C.O.B. STD.'S D-11, D-12, & D-13. LI n k I X EXISTING 6' - CHAIN LINK FENCE LL PARCEL A PARCEL MERGER No. 15- C.0.C. DCC. No. XXXXXXXXXX T W W W W U) ?7353 SO SO i �m I NORTH SCALE: 1" 20' momm 0 10 20 40 SGT 0 IR 43130 xP -31-18 f C V1' 4 F � 142..95 381.90 TOGs�s� D LF 15' 0.20% ' --- 3 � �-10 LF 78" SD @/0.20 \ I Lli r LL � a WI V) W I W (n I� WIz U� � e O � o GR401NOPLAN DATE 09/2912097 DR MBY ADA PROPOSED SUMP9�f5 SNEET of 7 10 \� BOTTOM ELEV. = 369.00 _ DESIGN WATER ELEV. = 377.50 369.oG N g \ TOP ELEV. = 381.00 OUTLET 37 U N VOLUME REQUIRED = 1.41 A.F. \ VOLUME PROVIDED = 1.42 A.F. c) F "rim,O 36 0 M ' a aj U4 �m _J v 4 n n TOE 23' TOP P 12' PROPOSED 6' ©CHAIN LINK FENCE x 381.00 DESIGN WATER 381.00 x \ SURFACE _ — — EXISTING TOP SUMP \ TOP SUMP 2% MIN. ELEV=377.50 GROUND 2% MIN. 5% MAX. ------ --� ------ --------- 5% MAX. ------,\��\��\fir\ 2• — — —� — — — — — — — — — —�.. ����77 77 A�= SUMP BOTTOM .S. GRADE LINE �PROPOSED 6' M CHAIN LINK F I p \ I ybJO, —_— II EXISTING 6' CHAIN LINK FENCE NOTE: CONSTRUCT SUMP & FENCE IN ACCORDANCE WITH C.O.B. STD.'S D-11, D-12, & D-13. LI n k I X EXISTING 6' - CHAIN LINK FENCE LL PARCEL A PARCEL MERGER No. 15- C.0.C. DCC. No. XXXXXXXXXX T W W W W U) ?7353 SO SO i �m I NORTH SCALE: 1" 20' momm 0 10 20 40 SGT 0 IR 43130 xP -31-18 f C V1' 4 F � 142..95 381.90 TOGs�s� D LF 15' 0.20% ' --- 3 � �-10 LF 78" SD @/0.20 \ I Lli r LL � a WI V) W I W (n I� WIz U� r � e O � o GR401NOPLAN DATE 09/2912097 DR MBY ADA CHEMOBY � U SNEET of 7 10 SHEET i O N g m M U N � c) "rim,O M a aj U4 �m _J r � e O MGM: GR401NOPLAN DATE 09/2912097 DR MBY ADA CHEMOBY Y" SNEET of 7 10 SHEET N g c) M U4 i O rLtLl q5 P4 cq �oaaw C'4 1:4 7c N Q q 00 PCI C7 ✓OBNo: 95-658 MGM: GR401NOPLAN DATE 09/2912097 DR MBY ADA CHEMOBY Y" SNEET of 7 10 SHEET 0 F M W bA 95--959 h o 09/29/2097 DRAWNBr, ADA CHECKEDBr MKV SHEET n OF 90 SHEETS � U m W v N� M C N a io � J M �a I t ✓08M..: 95--959 h DATE 09/29/2097 DRAWNBr, ADA CHECKEDBr MKV SHEET n OF 90 SHEETS C N � W M U y O I t ✓08M..: 95--959 OWGNO: GRAD/NGRAN DATE 09/29/2097 DRAWNBr, ADA CHECKEDBr MKV SHEET n OF 90 SHEETS EROSION CONTROL NOTES (BEST MANAGEMENT PRACTICES) 1. SOIL STABILIZATION: (A) TEMPORARY SEEDING - WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY CEASES ON ANY PARTICULAR AREA, ALL DISTURBED GROUND WHERE THERE WILL NOT BE CONSTRUCTION FOR LONGER THAN 21 DAYS MUST BE SEEDED WITH FAST -GERMINATING TEMPORARY SEED AND PROTECTED WITH MULCH. (B) PERMANENT SEEDING - ALL AREAS AT FINAL GRADE MUST BE SEEDED WITHIN 14 DAYS AFTER COMPLETION OF THE MAJOR CONSTRUCTION ACTIVITY. SEEDED AREAS SHOULD BE PROTECTED WITH MULCH. (C) STRUCTURAL CONTROLS - GENERAL: 1. MINIMIZE THE LIMITS OF DISTURBED SOIL. LIMIT CONSTRUCTION EQUIPMENT TO THE PRECISE WORK AREA. 2. INSTALL SILT FENCES AND/OR FIBER ROLLS AT THE BOTTOM OF SLOPES IN ACCORDANCE WITH PLAN DETAILS. 3. STAKE FIBER ROLLS ONTO SLOPES PERPENDICULAR TO FLOW AT INTERMITTENT INTERVALS. 4. VEHICLE FUELING AREAS, EQUIPMENT MAINTENANCE AREAS, MATERIAL STOCKPILE AREAS, AND CONCRETE WASH OUT AREAS SHALL BE CONTAINED VIA BERMING,IN ACCORDANCE WITH THE DETAILS SHOWN ON THE PLANS. (D) FINAL SITE STABILIZATION IS ACHIEVED WHEN TURF GRASS COVER PROVIDES PERMANENT STABILIZATION FOR AT LEAST 70 PERCENT OF THE DISTURBED SOIL SURFACE, EXCLUSIVE OF AREAS THAT HAVE BEEN PAVED. 2. OTHER POLLUTANT CONTROLS: (A) DUST CONTROL - CONSTRUCTION TRAFFIC MUST ENTER AND EXIT THE SITE AT THE STABILIZED CONSTRUCTION ENTRANCE. THE PURPOSE IS TO TRAP DUST AND MUD THAT WOULD OTHERWISE BE CARRIED OFF-SITE BY CONSTRUCTION TRAFFIC. WATER TRUCKS WILL BE USED AS NEEDED DURING CONSTRUCTION TO REDUCE DUST GENERATED ON THE SITE. DUST CONTROL MUST BE PROVIDED BY THE GENERAL CONTRACTOR TO A DEGREE THAT IS ACCEPTABLE TO THE PG&E CONSTRUCTION MANAGER, AND IN COMPLIANCE WITH APPLICABLE LOCAL AND STATE DUST CONTROL REGULATIONS. AFTER CONSTRUCTION, THE SITE WILL BE STABILIZED (AS DESCRIBED ELSEWHERE), WHICH WILL REDUCE THE POTENTIAL FOR DUST GENERATION. (B) SOLID WASTE DISPOSAL - NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, SHALL BE DISCHARGED FROM THE SITE WITH STORM WATER. ALL SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE MAJOR CONSTRUCTION ACTIVITIES, MUST BE COLLECTED AND PLACED IN CONTAINERS. THE CONTAINERS WILL BE EMPTIED PERIODICALLY BY A CONTRACT TRASH DISPOSAL SERVICE AND HAULED AWAY FROM THE SITE. SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE CONTROLLED BY WHATEVER MEANS NECESSARY IN ORDER TO ENSURE THAT THEY DO NOT DISCHARGE FROM THE SITE. AS AN EXAMPLE, SPECIAL CARE MUST BE EXERCISED DURING EQUIPMENT FUELING AND SERVICING OPERATIONS. IF A SPILL OCCURS, IT MUST BE CONTAINED AND DISPOSED S0. THAT IT WILL NOT FLOW FROM THE SITE OR ENTER GROUNDWATER, EVEN IF THIS REQUIRES REMOVAL, TREATMENT, AND DISPOSAL OF SOIL. IN THIS REGARD, POTENTIALLY POLLUTING SUBSTANCES SHOULD BE HANDLED IN A MANNER CONSISTENT WITH THE IMPACT THEY REPRESENT. (C) SANITARY FACILITIES - ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM REGULATIONS. TEMPORARY SANITARY FACILITIES WILL BE PROVIDED AT THE SITE THROUGHOUT THE CONSTRUCTION PHASE. THEY MUST BE UTILIZED BY ALL CONSTRUCTION PERSONNEL AND WILL BE SERVICED BY A COMMERCIAL OPERATOR. (D) WATER SOURCE - NON -STORM WATER COMPONENTS OF SITE DISCHARGE MUST BE CLEAN WATER. WATER USED FOR CONSTRUCTION, WHICH DISCHARGES FROM THE SITE, MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE STATE HEALTH DEPARTMENT. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM THE SITE. IT CAN BE RETAINED IN THE PONDS UNTIL IT INFILTRATES AND EVAPORATES. (E) LONG-TERM POLLUTANT CONTROLS - STORM WATER POLLUTANT CONTROL MEASURES INSTALLED DURING CONSTRUCTION, WHICH WILL ALSO PROVIDE BENEFITS AFTER CONSTRUCTION, INCLUDE DETENTION BASINS THAT WILL SERVE AS SEDIMENTATION BASINS. THOSE SEDIMENT BARRIERS THAT DO NOT INTERFERE WITH NORMAL OPERATIONS AND APPEAR TO PROVIDE LONG-TERM BENEFITS CAN BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETED. 3. CONSTRUCTION PHASE "BEST MANAGEMENT PRACTICES" - DURING THE CONSTRUCTION PHASE, THE GENERAL CONTRACTOR WILL IMPLEMENT THE FOLLOWING MEASURES: (A) MATERIAL RESULTING FROM THE CLEARING AND GRUBBING OPERATION WILL BE STOCKPILED UP SLOPE FROM ADEQUATE SEDIMENTATION CONTROLS. (B) THE GENERAL CONTRACTOR WILL DESIGNATE AREAS FOR EQUIPMENT CLEANING, MAINTENANCE, AND REPAIR. THE GENERAL CONTRACTOR AND SUBCONTRACTORS WILL UTILIZE THOSE AREAS. THE AREAS WILL BE PROTECTED BY A TEMPORARY PERIMETER BERM, (C) USE OF DETERGENTS FOR LARGE-SCALE WASHING IS PROHIBITED (I.E., VEHICLES, BUILDINGS, PAVEMENT SURFACES, ETC.). (D) CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIAL MUST BE STORED IN WATERPROOF CONTAINERS. EXCEPT DURING APPLICATION, THE CONTENTS MUST BE KEPT IN TRUCKS OR WITHIN STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED FROM THE SITE, TREATED, AND DISPOSED AT AN APPROVED SOLID WASTE OR CHEMICAL DISPOSAL FACILITY, FIBER ROLLS SPACED ALONG SLOPE AS STAKED BY SURVEY FIBER ROLLS SPACED SLOPE AS STAKED BY /SLAGGER JOINTS / 12" FIBE GRADING CONFORM OR TOE OF SLOPE DETAIL NOTES: 1. FIBER ROLL SPACING TO BE STAKED BY SURVEYOR 2. EXCEPT AS OTHERWISE SHOWN ON THE PLAN, FIBER ROLLS SHALL BE INSTALLED AT ELEVATION DIFFERENTIAL OF 6 -FEET OR LESS. FIBER ROLL INSTALLATION ON SLOPE NOT TO SCALE SECTION FIBER ROLL (TYPE 1) -� LOCATE SILT FENCE ALONG A LEVEL CONTOUR. i i \B OF 1 1 SPX\MUZ EENCE� POST MAXIMUM --___ OF FILTER FABRIC 10' O.C. RECOMMENDED - FLOW (MAX) SLOPE LENGTH. 1 / z COMPACTED BACKFILL LEVEL CONTOUR FILTER FABRIC.. _IMIN '--MAXIMUM RECOMMENDED SECTION WIDTH=500' TURN LAST 6' OF FENCE UP-SLOPE SILT FENCE DETAIL NOTES: 1. CONSTRUCT THE SILT FENCE ALONG A LEVEL CONTOUR. 2. SILT FENCES SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREA IS PERMANENTLY STABILIZED. 3. PROVIDE SUFFICIENT ROOM FOR RUNOFF TO POND BEHIND THE FENCE AND ALLOW SEDIMENT REMOVAL EQUIPMENT TO PASS BETWEEN THE SILT FENCE AND TOE OF SLOPE OR OTHER OBSTRUCTIONS. ABOUT 1200 SQ. FT. OF PONDING AREA SHALL BE PROVIDED FOR EVER ACRE DRAINING TO THE FENCE. 4. TURN THE ENDS OF THE FILTER FENCE UPHILL TO PREVENT STORM WATER FROM FLOWING. 5. LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWN SLOPE FROM THE FENCE. 6. DO NOT PLACE IN LIVE STREAM OR INTERMITTENTLY FLOWING CHANNELS. 7. WHEN STANDARD FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UP SLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1" LONG, TIE WIRES OR HOG RINGS. /F1 SILT FENCE TO PREVENT TRNAOkIED A SERIES OF STEEL PLATES (3OR MORE) W/ �V RUMBLE STRIPS OR MIN 4" COARSE AGGREGATE. DETAIL NOTES: 1. SEDIMENTS AND OTHER MATERIALS SHALL NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS SHALL BE STABILIZED SO AS TO PREVENT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC ROADS. DEPOSITIONS MUST BE SWEPT IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS INTO THE STORM DRAIN SYSTEM. 2. STABILIZED CONSTRUCTION ENTRANCE SHALL BE: A. LOCATED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC RIGHT OF WAY, STREET, ALLEY, AND SIDEWALK OR PARKING AREA. B.A SERIES OF STEEL PLATES WITH "RUMBLE STRIPS.' AND/OR MIN 4" COARSE AGGREGATE WITH LENGTH, WIDTH & THICKNESS AS NEEDED TO ADEQUATELY PREVENT ANY TRACKING ONTO PAVED SURFACES. 3. ADDING A WASH RACK WITH A SEDIMENT TRAP LARGE ENOUGH TO COLLECT ALL WASH WATER CAN GREATLY IMPROVE EFFICIENCY. 4. ALL VEHICLES ACCESSING THE CONSTRUCTION SITE SHALL UTILIZE THE STABILIZED CONSTRUCTION ENTRANCES SITES. A. REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS IMMEDIATELY. B. SWEEP PAVED AREAS THAT RECEIVE CONSTRUCTION TRAFFIC WHENEVER SEDIMENT BECOMES VISIBLE. C. PAVEMENT WASHING WITH WATER IS PROHIBITED IF IT RESULTS IN A DISCHARGE TO THE STORM DRAIN SYSTEM. STABILIZED CONSTRUCTION ENTRANCE 14, 11, \ I,,J STOCKPILED MATERIAL y y 4 a a ,a a 4 4 14, 14, \11 \11 ,SANDBAGS/GRAVEL BAGS PLACED TIGHTLY '4/ y, I/ \11 \I/ \11 TOGETHER ALL AROUND MATERIAL (SEE NOTE 3) NOTES: 1. DIRT AND OTHER CONSTRUCTION RELATED MATERIALS PLACED IN THE STREET OR ON OTHER IMPERVIOUS SURFACES MUST BE CONTAINED WITH SANDBAGS OR OTHER MEASURES TO PREVENT TRANSPORT TO THE STORM DRAIN SYSTEM. 2. ANY CONSTRUCTION MATERIAL STORED OR STOCKPILED ON-SITE SHALL BE PROTECTED FROM BEING TRANSPORTED BY THE FORCE OF WIND OR WATER 3. FIBER ROLLS MAY BE SUBSTITUTED FOR SAND BAGS. b1 MATERIAL STORAGE CONTAINMENT AREA :RVIOUS LINER DETAIL NOTES: 1. EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO THE STREET OR INTO A DRAINAGE SYSTEM. 2. FOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS, A DESIGNATED CONTAINMENT FACILITY OF SUFFICIENT CAPACITY TO RETAIN LIQUID AND SOLID WASTE SHALL BE PROVIDED ON SITE. 3. SLURRY FROM CONCRETE AND ASPHALT SAW CUTTING SHALL BE VACUUMED OR CONTAINED, DRIED, PICKED UP AND DISPOSED OF PROPERLY. r-\ CONCRETE WASTE MANAGEMENT Fi NGS 1 -BAG HIGH 2 -BAGS HIGH PROTECTION FOR INLET w/DOUBLE FLOW DIRECTION I r EDGE OF PAVEMENT I FLOW SPILL WAY I \- SANDBAGS 1 -BAG HIGH 2 -BAGS HIGH PROTECTION FOR INLET w/SINGLE FLOW DIRECTION NOTES: 1. INTENDED FOR SHORT-TERM USE. 2. USE TO INHIBIT NON STORM WATER FLOW. 3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP 4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETE 5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAY WITHOUT FILTER FABRICS. rN RAT( -W RACINI AMI FT PP()TPrTI(1Ni - QPII I WAY FLOW ABSORBENT CLEANUP 1.e VEL BAG (TYP.) 3 0 4 FLOW DRAIN INLET MATERIAL yf FUEL GERMED CONTAINMENT AREA IMPERVIOUS SURFAVCE/LINING DETAIL NOTES: 1. FUELING SHALL BE PERFORMED IN A DESIGNATED AREA AWAY FROM DRAINAGE COURSES. 2. ABSORBENT CLEANUP MATERIAL SHALL BE ON SITE AND USED IMMEDIATELY IN THE EVENT OF A SPILL. /FT\ VEHICLE/EQUIPMENT FUELING RCE 43130 Exp.3-31-18 6.9-332 CITY OF BAKERSFIELD RECORD NO. ✓OBNo: W in DWGNO: GRAD/NGPLAN DATE 09/28/2097 DRAWN9r ADA C1_1FC1(W8Y M/(V SHEET 9 OF 90 SHEET � U 0� •� a �1 O M N � W J erM4 0 m Qi h ✓OBNo: W in DWGNO: GRAD/NGPLAN DATE 09/28/2097 DRAWN9r ADA C1_1FC1(W8Y M/(V SHEET 9 OF 90 SHEET 0� kN W M h U k O h�h hhe 2 VIC ✓OBNo: 95858 DWGNO: GRAD/NGPLAN DATE 09/28/2097 DRAWN9r ADA C1_1FC1(W8Y M/(V SHEET 9 OF 90 SHEET F. T y U F— EROSION CONTROL NOTES 1O FURNISH AND INSTALL SILT FENCE PER DETAIL � HEREIN. OZ CONTRACTOR SHALL SPECIFY LOCATION OF EQUIPMENT MAINTENANCE AREA, STAGING AREA AND CONCRETE WASHOUT PER DETAILS HEREIN. O3 FURNISH AND INSTALL ANTI-TRACKOUT DEVICE IN ACCORDANCE WITH DETAIL e HEREIN. O4 PLACE SAND BAGS AROUND CATCH BASIN INLET IN ACCORDANCE WITH DETAIL (D 1 AND e HEREIN. OS INSTALL SEDIMENT TRAPS WHERE SHOWN ON PLAN. © PLACE SAND BAGS AROUND STOCKPILE AREAS IN ACCORDANCE WITH DETAIL e HEREIN. s ... .......... i �iirrF�ry�:%Sir�rTynr.��"ri7vrzrry Y t i SF p FUTURE 9 HOTEL W, SF f~,SF F i FUTURE BUILDING e I IN f.. i I 1 'f. 1 FUTURE BUILDING 4 t 'v E41 G I 1 l EXISTING BUILDING FUTURE TEL EXISTING SERVICE STATION I a RCE 43130 Exp. 3-31-18 I I NORTH SCALE: 1" = 40' a za Q eo 6.9-332 CITY OF BAKERSFIELD RECORD NO. 4 tr`, � o 09/29/2017 t ADA CHECAWS) MKN VL/ SHEET f~,SF F i FUTURE BUILDING e I IN f.. i I 1 'f. 1 FUTURE BUILDING 4 t 'v E41 G I 1 l EXISTING BUILDING FUTURE TEL EXISTING SERVICE STATION I a RCE 43130 Exp. 3-31-18 I I NORTH SCALE: 1" = 40' a za Q eo 6.9-332 CITY OF BAKERSFIELD RECORD NO. ✓OBNa.: ro OWGNO: GRAD/NGPLAN � o 09/29/2017 DR4WNBY ADA CHECAWS) MKN VL/ SHEET � U •� a a1 O m � U N M t y k J m ✓OBNa.: ro OWGNO: GRAD/NGPLAN DATE 09/29/2017 DR4WNBY ADA CHECAWS) MKN SHEET 10 OF 10 SHEET O N k C6W M a U r � 0 Z O ✓OBNa.: 15-658 OWGNO: GRAD/NGPLAN DATE 09/29/2017 DR4WNBY ADA CHECAWS) MKN SHEET 10 OF 10 SHEET