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6.9-329
VICINITY MAP NO SCALE SITE STATISTICS: 1. ADDRESS: 3905 MARRIOT DRIVE, BAKERSFIELD, CA 93308 2.APN: 332-470-34 AND 332-470-29 3. PARCEL SIZE: 4.35 GR./3.25 NET 4. DISTURBED AREA: 2.75 ACRES 5. FLOOD ZONE: "X" (SHADED) - MAP NO. 06029C1818E, DATED 09/26/2018) 6. SEWER: CITY OF BAKERSFIELD (MOHAWK PLANNED SEWER AREA) 7. WATER: CITY OF BAKERSFIELD 8. DRAINAGE: PRIVATE SUMP 9. W.D.I.D. NO.: 5F15C384868 10. LEGAL DESCRIPTION: PARCEL F OF PARCEL MAP WAIVER NO. 04-0833 AS EVIDENCED BY CERTIFICATE OF COMPLIANCE RECORDED FEBRUARY 2, 2005 AS INSTRUMENT NO. 0205026004 OF OFFICIAL RECORDS, IN THE OFFICE OF THE KERN COUNTY RECORDER. BENCHMARK USED: TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF MARRIOTT DRIVE AND CAMINO DEL RIO COURT. ELEVATION = 400.79, 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. CUT: 13,900 CYS* (INCLUDES SITE OVER -EXCAVATION) FILL: 10,900 CYS* (COMPACTED IN-PLACE VOLUME) DISTURBED AREA: 2.75 ACRES *NOTE: SITE BALANCES WHEN COMPACTION AND SHRINKAGE ARE APPLIED TO CUT AND FILL QUANTITIES. GRADING & SITE IMPROVEMENTS PLAN HOMEWOOD SUITES 3905 MARRIOTT DRIVE BAKERSFIELD, CALIFORNIA S.P.R. NO,, 17-0405 GRADING PERMIT NO. 19-40000012 MARRIOTT DRIVE r�� 12 Ex�SS�NG NOtE� I ,<m; '� drawing is Y.ere11 approved. "' =-T r nJllicne, Approvalb the Public r Gz rn n i Isr. � 4a..mantindloates approvelonlyas rte ausar j, el rnceroCky Slandartl6. Cotlespon- r and °'diner r; ubd vidar ortlevoloperahall ba re nc ' 'yo lc „lurthis plan and shellsubma a cenified Ll-it<rad play ala cocv, bon of the grading. SHEET No. INDEX 1O COVER SHEET & PLAN SHEET INDEX ( GENERAL NOTES & SPECIFICATIONS 03 TOO4 DETAILS & TYPICAL SECTIONS OTO07 GRADING & SITE IMPROVEMENT PLAN 08 EROSION CONTROL DETAILS & NOTES 09 EROSION CONTROL PLAN, NOTES & LEGEND NOTE: SEE SEPARATE PLANS FOR UTILITIES. EXISTING HOTEL 1111' III ' V I I I `:l 11 9t �> lel I tl HOMEWOOD SUITES cJ HOTEL FUTURE EVENT CENTER (NOT -A -PART) ........_ ___. _......,, .4.. OUR SON SON on me m SIX on im am fffffl ON w UO DWG NO.: GRADING DATE: W f ADA ROSEDALE HI HWAY 58 nOF 9 SHEETS z W 0 NORTH SCALE: N m o zs N C7 MARRIO DR. 3 BURR ST. FW ONO PROJECT SITE co fT' 99 UD -WESTSIDE PARKWAY d xxQWc� AVE. iR X w�o�Q �P R VICINITY MAP NO SCALE SITE STATISTICS: 1. ADDRESS: 3905 MARRIOT DRIVE, BAKERSFIELD, CA 93308 2.APN: 332-470-34 AND 332-470-29 3. PARCEL SIZE: 4.35 GR./3.25 NET 4. DISTURBED AREA: 2.75 ACRES 5. FLOOD ZONE: "X" (SHADED) - MAP NO. 06029C1818E, DATED 09/26/2018) 6. SEWER: CITY OF BAKERSFIELD (MOHAWK PLANNED SEWER AREA) 7. WATER: CITY OF BAKERSFIELD 8. DRAINAGE: PRIVATE SUMP 9. W.D.I.D. NO.: 5F15C384868 10. LEGAL DESCRIPTION: PARCEL F OF PARCEL MAP WAIVER NO. 04-0833 AS EVIDENCED BY CERTIFICATE OF COMPLIANCE RECORDED FEBRUARY 2, 2005 AS INSTRUMENT NO. 0205026004 OF OFFICIAL RECORDS, IN THE OFFICE OF THE KERN COUNTY RECORDER. BENCHMARK USED: TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF MARRIOTT DRIVE AND CAMINO DEL RIO COURT. ELEVATION = 400.79, 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. CUT: 13,900 CYS* (INCLUDES SITE OVER -EXCAVATION) FILL: 10,900 CYS* (COMPACTED IN-PLACE VOLUME) DISTURBED AREA: 2.75 ACRES *NOTE: SITE BALANCES WHEN COMPACTION AND SHRINKAGE ARE APPLIED TO CUT AND FILL QUANTITIES. GRADING & SITE IMPROVEMENTS PLAN HOMEWOOD SUITES 3905 MARRIOTT DRIVE BAKERSFIELD, CALIFORNIA S.P.R. NO,, 17-0405 GRADING PERMIT NO. 19-40000012 MARRIOTT DRIVE r�� 12 Ex�SS�NG NOtE� I ,<m; '� drawing is Y.ere11 approved. "' =-T r nJllicne, Approvalb the Public r Gz rn n i Isr. � 4a..mantindloates approvelonlyas rte ausar j, el rnceroCky Slandartl6. Cotlespon- r and °'diner r; ubd vidar ortlevoloperahall ba re nc ' 'yo lc „lurthis plan and shellsubma a cenified Ll-it<rad play ala cocv, bon of the grading. SHEET No. INDEX 1O COVER SHEET & PLAN SHEET INDEX ( GENERAL NOTES & SPECIFICATIONS 03 TOO4 DETAILS & TYPICAL SECTIONS OTO07 GRADING & SITE IMPROVEMENT PLAN 08 EROSION CONTROL DETAILS & NOTES 09 EROSION CONTROL PLAN, NOTES & LEGEND NOTE: SEE SEPARATE PLANS FOR UTILITIES. EXISTING HOTEL 1111' III ' V I I I `:l 11 9t �> lel I tl HOMEWOOD SUITES cJ HOTEL FUTURE EVENT CENTER (NOT -A -PART) ........_ ___. _......,, .4.. OUR SON SON on me m SIX on im am fffffl ON w • � �, N U •U00 �y 00 cd �v � z Q Y a00 f1. DO o _. a r c W 00 c z Na z W UO DWG NO.: GRADING DATE: 11/11/2019 f ADA x nOF 9 SHEETS NORTH SCALE: 1" = 50' o zs gp rm • � �, N U •U00 �y 00 cd �v � z Q Y a00 f1. DO o _. a r c W 00 c z Na z W JOB No.: UO DWG NO.: GRADING DATE: 11/11/2019 DR_A VN BY: ADA x nOF 9 SHEETS FW ONO co fT' W UD d xxQWc� w�o�Q 0 O U co JOB No.: 17-810 DWG NO.: GRADING DATE: 11/11/2019 DR_A VN BY: ADA CHECKED BY: MKV nOF 9 SHEETS 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 BL C WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED 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 BE GIVEN ATEAST 24 HOUR NOTICE. L 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 (811) 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 TI AL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWO AS AMENDED BY ORDER AN ORDER 2012 -0006 -DW MUST BE FIE WI 2010 -0014 -DWG D 0) L D TH 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 5F15C384868 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 B,AKERSFIELD 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 CONSULTANTS PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 15. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFlELD 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 ARCHITECTS 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 BAKERSFlELD SUBDIVISION STANDARDS" A A AND DRAWINGS FOR THEIR USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. 21. 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 2X. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 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: GRADING NOTES (CONI -D): 1. ALL GRADING AND SITE PRP TE E ARATION SHALL CONFORM TO THIS PLAN, SOILS REPORT, AND 31. UNLESS OTHERWISE SPECIFIED IN THE SOILS ENGINEERING INVESTIGATION GROUND D � SHALL CONFORM WITH APPENDIX J OF CALIFORNIA BUILDING CODE (CURRENT EDITION) AND SURFACES TO RECEIVE CONCRETE DRIVEWAYS AND BITUMINOUS PAVEMENTS SHOULD BE STANDARDS PERTAINING THEREOF. SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF TWELVE INCHES (12") BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE FILLED. COMPACTION IN PROPOSED 2. THE SOILS REPORT PREPARED BY KRAZAN AND ASSOCIATES, DATED JANUARY 10, 2018, PAVEMENT AREAS SHOULD BE TO A MINIMUM OF NINETY-FIVE PERCENT (95X) OF THE SHALL BE CONSIDERED A PART OF THESE PLANS, AND ALL PROVISIONS THEREIN SHALL BE MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557-78, METHOD A, AND ADHERED TO. IN THE EVENT OF A CONFLICT BETWEEN THESE PLANS, SPECIFICATIONS, SOILS SHOULD EXTEND TO A MINIMUM DISTANCE OF TWO FEET (2') BEYOND THE OUTSIDE EDGES REPORT, AND AGENCY STANDARDS, THE MORE RESTRICTIVE SPECIFICATION SHALL APPLY. OF PAVEMENTS. 3. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE. 32. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED 41 TO NINETY PERCENT (90X) DENSITY FOR A MINIMUM DISTANCE OF FIVE FEET (5') BEYOND 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND PAVING AREAS TO THE OUTSIDE EDGES OF THE FOUNDATIONS OF THE STRUCTURES. THE DEPTH OF WITHIN 0.1 FOOT OF SUBGRADE. IF SUCH AREAS SHOULD BE FOUND TO BE MORE THAN 0.1 LAVATION AND COMPACTION IN PADA D AREAS SHALL BE ONE FOOT BELOW EXISTING FOOT FROM THE DESIGN SUBGRADE ELEVATION AFTER COMPLETION OF GRADING, THE GROUND GROUND ELEVATION. RECOMPACTION OF OVER -EXCAVATED MATERIAL SHALL BE TO AT CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. LEAST NINETY PERCENT (90X) OF MAXIMUM DRY DENSITY. 5. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS 33 . FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT FILL. REPORT COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING DEPARTMENT BY THE SOILS ENGINEER. 34. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6" IN COMPACTED THICKNESS, 6. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THIS PROJECT, IT IS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY APPROVED METHOD. THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY 35. ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY PRIOR TO ANY FURTHER WORK. C.B.C. APPENDIX CHAPTER 33 AND SO CERTIFIED BY TESTS AND REPORTS FROM SOILS 7. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN ACCORDANCE ENGINEER. WITH APPENDIX J OF CALIFORNIA BUILDING CODE. THE DESIGN ENGINEER SHALL EXERCISE 36. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE COMPLIANCE WITH THE PLANS, SOILS REPORT SPECIFICATIONS AND CODE WITHIN HIS PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED BY LAV//PINNACLE PURVIEW. ENGINEERING. 8. DUST CONTROL: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT A DUST 37. PURSUANT TO SECTION 3317.8 OF THE CALIFORNIA BUILDING CODE, IF THE CIVIL ENGINEER, NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS THE SOILS ENGINEER R THE ENGINEERING GEOLOGIST OF R I 0 NG RECORD IS CHANGED DURING DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. PREVENTATIVE MEASURES TO BE GRADING, THE WORK SHALL BE STOPPED UNTIL THE REPLACEMENT HAS AGREED WRITING TAKEN BY THE CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: E TO ACCEPT THEIR RESPONSIBILITY WITHIN THEIR AREA OF TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION OF THE WORK. IT SHALL BE THE DUTY OF THE PERMITTEE A. WATER SHALL BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO PREVENT TO NOTIFY THE BUILDING OFFICIAL IN WRITING OF SUCH CHANGE PRIOR TO THE THE SURFACES FROM BECOMING DRY ENOUGH TO PERMIT DUST FORMATION. RECOMMENCEMENT OF SUCH GRADING. " B. PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL SHALL BE KEPT FREE OF DIRT PORTLAND CEMENT CONCRETE. CURBS & SIDEWALK: 1 9. THE SOILS ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF 1: PORTLAND PORTLAND CEMENT CONCRETE FOR CURBS, GUTTERS, SIDEWALK, AND OTHER THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF FILL TO BE SATISFIED "FLATWFOR SHALL CONFORM TO THE PROVISIONS OF SECTION 40 AND 90 OF THE STATE "FL THAT THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS, OF CALIFORNIA STANDARD SPECIFICATIONS, EXCEPT AS OTHERWISE MODIFIED BY THESE AND APPLICABLE CODE REQUIREMENTS. PLANS, SPECIFICATIONS, OR CONTRACT DOCUMENTS. 10. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE 12: SEE ARCHITECTS PLANS AND CONTRACT DOCUMENTS FOR STRUCTURAL CONCRETE, OR RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS AND CONCRETE FOR FOUNDATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 2. CONCRETE 11. DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALED 2.1 CLASS A: CLASS A CONCRETE SHALL HAVE A MINIMUM PORTLAND CEMENT CONTENT OF ai 564 POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE PSI IN 28 DAYS. 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 2,2 CLASS B: CLASS B CONCRETE SHALL A MINIMUM PORTLAND CEMENT CONTENT OF 500 PROJECT BOUNDARY. C POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI 12. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR IN 28 DAYS. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING o 2.3 CLASS C: CLASS C CONCRETE SHALL HAVE A MINIMUM PORTLAND CEMENT CONTENT SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY OF 376 POUNDS PER CUBIC YARD AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE PSI IN 28 DAYS. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 3. REINFORCING PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE WHERE REINFORCED CONCRETE IS REQUIRED, REINFORCING STEEL CONFORMING TO THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. S APPLICABLE PROVISIONS OF THE STATE SPECIFICATIONS SHALL BE FURNISHED AND 13. ALL ONSITE OR OFFSITE OBSTRUCTIONS SHALL BE REMOVED BY CONTRACTOR AT INSTALLED. CONTRACTOR'S EXPENSE. 4. CONCRETE IMPROVEMENTS 4.1: PORTLAND CEMENT CONCRETE SHALL BE CLASS B FOR CURB AND GUTTER, ADA 14. ANY EXISTING IMPROVEMENT OR UTILITY REMOVED, DAMAGED OR UNDERCUT BY RAMPS, AND SIDEWALKS, AND CLASS A FOR CROSS GUTTERS, DRIVEWAY APPROACHES, AND CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ANY OTHER CONCRETE IMPROVEMENT SUBJECT TO VEHICULAR TRAFFIC. CONCRETE SHALL ENGINEER AND APPROVED BY THE COUNTY OF KERN AT THE CONTRACTOR'S EXPENSE. CONFORM TO THE REQUIREMENTS OF SECTION 90, "PORTLAND CEMENT CONCRETE", OF THE STATE SPECIFICATIONS. 15. ALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 4.2: CROSS GUTTERS AND DRIVEWAY APPROACHES SHALL BE CONSTRUCTED IN 16. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE SOILS ACCORDANCE WITH PROVISIONS OF SECTION 73, "CONCRETE CURBS AND SIDEWALKS", OF ENGINEER. THE SOILS ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE THE STATE SPECIFICATIONS. DRIVE APPROACHES SHALL NOT BE CONSTRUCTED WITHIN TEN NOTIFIED AT LEAST 48 HOURS PRIOR TO PLACING OF ANY FILL MATERIAL. FEET OF CURB RETURNS, AS MEASURED FROM RETURN TO EDGE OF APPROACH, UNLESS APPROVED BY THE CITY. EXPANSION JOINTS SHALL BE EITHER (A) X -INCH TO 34 -INCH 17. THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, INCLUDING ROOTS, LOOSE PREMOLDED EXPANSION JOINT FILLER PER SECTION 51-1.12 OF THE STATE SPECIFICATIONS, FILL, TRASH AND OTHER DELETERIOUS MATERIALS. ANY HOLE OR VOIDS LEFT AFTER THE OR (B) 2 -INCH DEEP SCORED JOINT (WEAKENED PLANE, EXTRUSION MACHINE ONLY). REMOVAL OF TREES, ROOTS, SEPTIC TANKS, ABANDONED FOUNDATIONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE SOILS ENGINEER. 4.3: ALL CONCRETE IMPROVEMENTS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE 18. FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL. STANDARD DETAILS. WHITE PIGMENTED CURING COMPOUNDS, CONFORMING TO ASTM C-309, SHALL BE APPLIED TO ALL EXPOSED SURFACES OF CONCRETE IMPROVEMENTS TO PROVIDE COMPLETE AND UNIFORM COVERAGE. CURING COMPOUND SHALL BE APPLIED WITHIN 1 HOUR 19. ALL FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OFTHE TOP OF OF CONCRETE FINISHING. EXISTING OR PLANNED CUT SLOPES. 4.4: EXCAVATION, GRADING AND BACKFILLING BEHIND THE CURB RETURNS, INCLUDING Z0. THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTION FACTOR OF 15X. GRADING PARKWAY, SHALL BE DONE IN ACCORDANCE WITH THE TECHNICAL THE ENGINEER MAKES NO WARRANTEE EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE SPECIFICATIONS FOR EARTHWORK. ANY EXCAVATED MATERIAL NOT NEEDED FOR GRADING OR ACTUAL COMPACTION FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOIL ARISES, THE BACKFILL, IN THE OPINION OF THE CITY, SHALL BE REMOVED FROM THE SITE OF WORK AND GRADING CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE DISPOSED OF AT THE EXPENSE OF THE OWNER. IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND FILL. 4.5: THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL THE DESIGN OF 21. THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY. THE MIX PROPOSED FOR USE. SAID MIX DESIGN SHALL SET FORTH WEIGHTS OF CEMENT, THE CONTRACTOR SHALL, AFTEREXAMINING THE PLAN, SOILS REPORT AND THE SITE SAND, COARSE AGGREGATE AND WATER TO BE USED TOGETHER WITH A GRADING ANALYSIS TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT, BASED ON HIS OWN EARTHWORK OF SAND AND COARSE AGGREGATE. THE SOURCE OF SUPPLY OF MATERIALS ENTERING CALCULATIONS. INTO THE MIX SHALL ALSO BE GIVEN. THE MIX DESIGN SHALL BE APPROVED BY THE 22. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE COORDINATED WITH THE ENGINEER PRIOR TO PLACING ANY CONCRETE. ENGINEER AT THE TIME OF GRADING. 4.6: IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, INSTALL REBAR DOWELLS WHEN NEW PC CONCRETE IS SHOWN TO JOIN EXISTING PC CONCRETE. 23. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THE ENGINEER FOR THE LOCATION OF THE BORROW AREAS (IF REQUIRED) PRIOR TO BEGINNING CONSTRUCTION. 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 24. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SHALL BE 2X. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SPECIFICATIONS, OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. ASPHALT CONCRETE PAVEMENT 25. ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILLED AND COMPACTED 1. ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE "A" (MODIFIED) FOR ALL IN ACCORDANCE WITH THE SOILS REPORT. ARTERIAL AND COLLECTOR STREETS AND TYPE "B" (MODIFIED) FOR LOCAL STREETS AND 26. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAVED BY THE BUILDING OFFICIAL. SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE." OF THE STANDARD SPECIFICATIONS AND THESE PROVISIONS. 27. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO (A) FAMILIARIZE THEMSELVES WITH THE FOREGOING RECOMMENDATIONS, (B) NOTIFY THE ENGINEER WHEN SITE PREPARATION BEGINS 2 PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR "A" "B" AND BEFORE THE PLACEMENT OF FILLS, AND (C) INFORM THE ENGINEER IF ITEMS WHICH TYPE (MODIFIED) OR TYPE (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO "AGGREGATE MIGHT EFFECT FOUNDATION STABILITY ARE ENCOUNTERED DURING EARTHWORK OPERATIONS THE REQUIREMENTS OF SECTION 39-2.02, OF THE STANDARD SO THAT THEY MAY BE TREATED UNDER HIS DIRECTION (THESE MIGHT INCLUDE BURIED SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. TRASH OR VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.) "A" 3. ASPHALT BINDER FOR TYPE (MODIFIED) ASPHALT CONCRETE SHALL BE PG64-10 28. FLOODING, JETTING, OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT BE PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. PERMITTED. ASPHALT BINDER FOR TYPE "B" (MODIFIED) ASPHALT CONCRETE SHALL BE PG64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. 29, ANY ABANDONED WELLS ON THE PROPERTY DISCOVERED DURING GRADING SHALL BE THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR ADEQUATELY CAPPED AND ABANDONED IN ACCORDANCE WITH ALL APPLICABLE CITY, "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD COUNTY AND STATE LAWS AND ORDINANCES. SPECIFICATIONS. 30. A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT AND 4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE FILL SLOPES TO PREVENT RUNOFF FROM GOING OVER THE SLOPE. THE FACE OF ALL CUT SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA. 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 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. 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 SEEMS 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 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: 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 WITH 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 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 2DO-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 'GREEJBOOK" 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 BAKERSFlELD: 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 FOOT / n ABOVE OR BELOW THE GRADE ESTABLISHED BY THE LD a'" ENGINEER. CITY OF BAKERSFlELD RECORDN0. 9 co oa x a � U �00O co a��C�$ aA>U rn pr�A E"'W WQIWi Zp x W z ca z WA U' M JOB No.: 17-810 DWG NO.: GRADING DATE: 11/11/2019 DRAWN BY: ADA CHECKED BY: MKV SHEET ^ OF 9 SHEETS � M 41 M M J a " 5 0 ai 3 C � o I~ S a co oa x a � U �00O co a��C�$ aA>U rn pr�A E"'W WQIWi Zp x W z ca z WA U' M JOB No.: 17-810 DWG NO.: GRADING DATE: 11/11/2019 DRAWN BY: ADA CHECKED BY: MKV SHEET ^ OF 9 SHEETS 2.5" ASPHALT CONCRETE PAVEMENT r 4.0" CLASS II AGGREGATE BASE L- 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. 1 ASPHALT CONCRETE PAVEMENT 3 J N.T.S. 5.0" PC CONCRETE L_ 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. iB1 P.C. CONCRETE PAVEMENT 4" ULMtNI 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. n SIDEWALK SECTION - ONSITE J N.T.S VARIES - SEE PLAN N.T.S. VARIES - SEE PLAN " MAX lilT-�il�if�,�1T= 4" STAMPE� "II 11=11111=11f Ti=TIj�Jj= II-1T�11A PORTLAND CEMENT I=III-II-m.III-III-TI-ISI-°I=ISI-°�- 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. 4f)I STAMPED SIDEWALK SECTION - ONSITE 3 J N.T.S. LANDSCAPE AREAS �E1 DETAIL - SIDEWALK ® LANDSCAPE 3 N.T.S. 6" CONCRETE CURB 3 N.T.S. POLYURETHANE BASED SEALANT (SIKAFLEX-20 3/4" VOID END CAP WITH REMOVABLE TOP NS TS). PRIME EDGES WITH SIKAFEX SEALANT/ ADHESIVE PRIMER 260-205 - USE BOND #4 X 18" LONG SMOOTH DOWEL REBAR-CUT ENDS BREAKER TAPE AT VOID CAP SURFACE 12" LONG SPEED DOWEL AT 24" OC WALK EDGES TO HAVE 1/4" RADIUS MAXIMUM TYP. AND 6" FROM EACH END(S) 12" DIAMETER %L1 ADA PARKING STALL SIGNS 5/8" X 5-1/2" FELT EXPANSION JOINT----' NOTE: EXPANSION JOINTS SHALL BE INSTALLED AT ALL "JOINS" WITH EXISTING PORTLAND CEMENT CONCRETE, AND AT 20' INTERVALS EACH WAY. t -G1 EXPANSION JOINT AT CONCRETE "JOINS" N.T.S 2' 2' 1/4" TYP. FINISHED GRADE- NEW ASPHALT CONCRETE PAVEMENT, 2 OR NEW CONCRETE -�J- 7CLR. L - - 5 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 TNA 4' CONCRETE "V" GUTTER PAINT 4" WIDE WHITE PARKING STRIPE IF NOT AGAINST CURB w VARIES SEE 3'X3' INTERNATIONAL SYMBOL OF ACCESSIBILITY, WHITE - PAINTED GRAPHICS OVER BLUE BACKGROUND 3 PAINT 4" WIDE WHITE STRIPED BORDER *LOADING AND UNLOADING ACCESS AISLE, z_ woz w J n oz mzo N.T.S. t I.v c MN " � 0.9"-0.92° w ® ® A Q A 0.45°-0.47" O Oa d PARKING 2.3"-2.9 ONLY O.9"-0.92" SECTION A -A VAN a ACCE6518LE 1 DETECTABLE COLORED WARNING SURFACE - FS33538 MINIMUM FINE $250 1 X in CL PARKING 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 595B [2013 CBC 11B-703.7.2.1]. SEE SITE PLAN FOR LOCATIONS. /�K1 ADA PAVEMENT MARKINGS N.T.S. BLUE REFLECTORIZED SIGN BACKGROUND WITH BEADED TEXT WHITE LINES ON BLUE BACKGROUND (COLOR NO 15090. FED. SIDS 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 Ca %\ It N 12" DIAMETER %L1 ADA PARKING STALL SIGNS 3% N.T.S 6' 7yT71 % 14, 51 W \11 \11 W 1 W Ji Vi �L W W `p y y Ji Ji �L Ji Ji W J� �L IL 41 t3'a' PRE -CAST CONCRETE /M� ENLARGED DETAIL - ACCESSIBLE RAMP ® PARKING LOT PARKING BUMPER W/REBAR 3 SCALE: 1" = 5' PINS (WHERE SHOWN ON PLAN) ADA PARKING SIGN 2" PAINT 4" WIDE -WHITE PARKING STRIPE REJAIL NOTES 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. IL PARKING STALL 2"x6" REDWOOD HEADER EXISTING 1"x2"x12" STAKE 04' O.C. AND AT ALL JOINTS PROPOSED BASE MATERIAL rN1 REDWOOD PAVING BOARD 3 / N.T.S to q -3 an CITY OF BAKERSFIELD RECORD NO. z • •.4 N U 0` , a� z z Q `� v x00 z b C z N � 1.1a C/] I--I woE-4 000 cn 5~ CO rerll 0 cn !Wy r�l Iv -I pW-I O WJ Q In Q W 0 O U m JOB No.: 17-810 DWG NO.: GRADING DATE: 11/11/2019 DRAWN BY: ADA CHECKED BY: MKV SHEET 3 OF 9 SHEETS o G m M M d kK z Y 5 w z ° x C/] I--I woE-4 000 cn 5~ CO rerll 0 cn !Wy r�l Iv -I pW-I O WJ Q In Q W 0 O U m JOB No.: 17-810 DWG NO.: GRADING DATE: 11/11/2019 DRAWN BY: ADA CHECKED BY: MKV SHEET 3 OF 9 SHEETS EX. CU DI PA% CL RW I I BW CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK EX. FL I PER C.O.B. STD. ST -5 XISTING CURB -EXISTING IDSCAPE GUTTER AC PAVEMENT AREA 2% MAX. SLOPE [�& .L1177 Z,7 Z Z Z TYPICAL SECTION - BURR STREET IMPROVEMENTS FINISHED GRADE PC CONCRETE w + W 4 4"°MIN. 4" -MIN O a d /X, ° 5" PRO SERIES STRUCTURAL FOAM POLYOLEFIN LIGHT TRAFFIC CHANNEL GRATE WITH UV INHIBITORS SECTION AT 5" PRO SERIES [-NEW FELT EXPANSION JOINT 0 a a N.T.S. ............. .....,.... >. ....>„>..>..>...,,>..>..... EXISTING SOILS #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. PL TYPICAL SECTION - HOTEL ENTRANCE M�^1ry a °o 0 — _ — — 0 d N 0000°o °o°o%g o Ix A- a a o°e°o° v1l 4 9 ° Won d 11 9 �_ ° 00000gb 0°0° I 000000 °00000 A'O ° o 0 �P 3.0' 20 /E1 ENLARGED DETAIL - EAST DRIVE APPROACH -CONSTRUCT 3' CURB BREAKDOWN TO MEET BACK \ OF DRIVE APPROACH PEDESTRIAN EASEMENT i DOCUMENT #21p9088� a a °x3 rp -Fa- G6x x e ° ° 4 d o ° a ° d a ° N.T.S. ° a d ° e °a Ibt 1, °ad !� �O 9 e ° c RECTANGULAR DOWN SPOUT PVC DOWNSPOUT ADAPTER (NDS 900 SERIES) 90' ELBOW SDR 35 PVC PIPE SPOUT CONNECTION TO STORM DRAIN T.S. MONUMENT SIGN F F F - -mob x x .w- \14, ILI a EXISTING CURB & GUTTER STORM DRAIN PROPOSED ASPHALT CONCRETE PAVEMENT AC ASPHALT CONCRETE PAVEMENT PROPOSED PORTLAND CEMENT CONCRETE SIDEWALK AP ANGLE POINT BM BENCHMARK ® PROPOSED PORTLAND CEMENT CONCRETE PAVEMENT BW BACK OF WALK OR SIDEWALK — STAMPED PATTERN CB CATCH BASIN OCL CENTERLINE PROPOSED LANDSCAPE AREA EG EDGE OF GUTTER EP EDGE OF PAVEMENT PROPOSED ADA COMPLIANT "TRUNCATED DOMES" EX EXISTING tao so FL FLOWLINE • ipQ.pp DESIGN ELEVATION FF FINISHED FLOOR t.5ox DESIGN SLOPE FH FIRE HYDRANT FS FINISHED SURFACE �- -- ADA ROUTE (PATH OF TRAVEL) FNC FENCE —so— PROPOSED STORM DRAIN GRD GROUND GB GRADE BREAK s PROPOSED SEWER LINE (SEE SEPARATE PLANS) HP HINGE POINT w PROPOSED WATER LINE (SEE SEPARATE PLANS) INV INVERT F PROPOSED FIRE WATER LINE (SEE SEPARATE PLANS) LP LIP OF GUTTER NG NATURAL GROUND ------s---------- EXISTING SEWER LINE PL PROPERTY LINE ----s,' -- EXISTING WATER LINE PP POWER POLE —sem EXISTING STORM DRAIN RW RIGHT OF WAY TC TOP OF CURB PROPOSED CATCH BASIN INLET TG TOP OF GRATE ® 4' WIDE PARKING BLOCK TOE TOE OF SLOPE TOG TOP OF GRATE EXISTING FIRE HYDRANT TOP TOP OF SLOPE TYP TYPICAL c� EXISTING POWER POLE WV WATER VALVE -X-X- EXISTING FENCE WM WATER METER 101.00 EXISTING "TOPO” SHOT WITH TOE" SURVEYOR'S DESCRIPTION EXISTING TREE CONSTRUCTION NOTES - GRADING PLAN: !� 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. 2Q PRIOR TO FINISH GRADING, THE BUILDING PAD AREA SHALL BE OVEREXCAVATED, RECOMPACTED AND PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORT. Q SAWCUT AND REMOVE EXISTING CURB AND GUTTER. CONSTRUCT DRIVE APPROACH IN ACCORDANCE WITH C.O.B. STD. ST -3.. PATCH EXISTING A.0 PAVEMENT IN ACCORDANCE WITH C.O.B. STANDARDS. ® SAWCUT AND REMOVE EXISTING CURB AND GUTTER. CONSTRUCT DRIVE APPROACH IN ACCORDANCE WITH C.O.B. STD. ST -4. PATCH EXISTING A.0 PAVEMENT IN ACCORDANCE WITH C.O.B. STANDARDS. 50 SAWCUT AND REMOVE PORTIONS OF EXISTING V -GUTTER FOR CONSTRUCTION OF LANDSCAPE PLANTERS WHERE SHOWN ON PLAN. RECONSTRUCT V -GUTTER AS NEEDED IN ACCORDANCE WITH DETAIL e HEREIN. © SAWCUT AND REMOVE EXISTING CURB WHERE SHOWN ON PLAN. JOIN EXISTING A.C. PAVEMENT IN ACCORDANCE WITH C.O.B. STANDARDS. Q PLACE AND COMPACT ASPHALT CONCRETE PAVEMENT OVER CLASS 11 AGGREGATE BASE OVER COMPACTED NATIVE SUBGRADE PER DETAIL HEREIN. 3 © CONSTRUCT PORTLAND CEMENT CONCRETE PAVEMENT PER DETAIL3 HEREIN. WHERE INDICATED ON THE PLAN AND LEGEND, CONCRETE SHALL BE A STAMPED PATTERN PER ARCHITECT'S PLAN g0 CONSTRUCT PORTLAND CEMENT CONCRETE SIDEWALK PER C.O.B. STD. ST -5. OO CONSTRUCT PORTLAND CEMENT CONCRETE SIDEWALK PER DETAIL a HEREIN (NON-PUBLIC AREAS). USE DETAIL ® WHERE SIDEWALKS ABUT LANDSCAPE AREAS. it CONSTRUCT STAMPED PORTLAND CEMENT CONCRETE SIDEWALK PER DETAIL® HEREIN. USE DETAIL ® WHERE SIDEWALKS ABUT LANDSCAPE AREAS. t2 PAINT PARKING STALLS, PAVEMENT MARKINGS, AND ROUTES IN ACCORDANCE WITH THE PLANS. 13 FURNISH AND INSTALL ACCESSIBLE PARKING SIGNS IN ACCORDANCE WITH DETAIL e HEREIN. ® CONSTRUCT 4 -FOOT WIDE CONCRETE VEE GUTTER PER DETAIL e HEREIN. ©5 CONSTRUCT 6 -INCH CONCRETE CURB PER DETAIL e HEREIN. to EXISTING POWER POLE TO BE RELOCATED BY OTHERS. 17 CONSTRUCT ADA RAMPS IN ACCORDANCE WITH CALTRANS STANDARD PLAN A88A AND THE ELEVATIONS SHOWN HEREON. 1B CONSTRUCT 5'10" WROUGHT IRON FENCE AND GATES AROUND POOL AREA. SEE ARCHITECT'S PLANS FOR DETAILS. 19 CONSTRUCT TRASH ENCLOSURE IN ACCORDANCE WITH C.O.B. STD. ST -27. Q FURNISH AND INSTALL 6 -FOOT CONCRETE PARKING BUMPER. Q FURNISH AND INSTALL REDWOOD HEADER BOARD ALONG EDGE OF PAVEMENT PER DETAIL e HEREIN. ® FURNISH AND INSTALL ADA APPROVED COLORED (FS33538) DETECTABLE/TACTILE WARNING SURFACE TILE (TRUNCATED DOME MAT). ® 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. ®5 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. © JOIN EXISTING STORM DRAIN. FURNISH AND INSTALL STORM DRAIN MANHOLE IN ACCORDANCE WITH C.O.B. STD. D-18. ® FURNISH AND INSTALL PVC STORM DRAIN PIPE - SIZE AS SHOWN ON PLAN. ® FURNISH AND INSTALL 24 -INCH SQUARE DRAINAGE INLET-CHRISTY U23 WITH H-20 TRAFFIC RATED, ADA COMPLIANT, HEEL PROOF GRATE (OR APPROVED EQUAL). Q FURNISH AND INSTALL 12 -INCH NDS SQUARE LANDSCAPE DRAIN. ® SAW -CUT AND REMOVE SEGMENT OF EXISTING 18" PVC PIPE WITHIN CATCH BASIN. FURNISH AND INSTALL TYPE 'A' CATCH BASIN IN ACCORDANCE WITH C.O.B. STD. D-14. 31 FURNISH AND INSTALL SEWER TYPE CLEANOUT FOR STORM DRAIN. ® CONNECT ROOF DRAIN TO 4 -INCH STORM DRAIN LINE AS SHOWN ON DETAIL e HEREIN. USE SEWER TYPE WYE TO CONNECTO 4 -INCH LINE TO STORM DRAIN. ® FURNISH AND INSTALL TRENCH DRAIN, NDS 5 -INCH PRO -SERIES. TRENCH DRAIN TO OUTLET TO STORM DRAIN SYSTEM, AS SHOWN ON PLAN. CITY OF BAKERSFIELD RECORD NO. � m `^ .P.4 U� �� c7 00 ?•r _^ ,A Lr z U Zczw :JOD ,P-4 00 d LJ z G 00 .0 z N Q. W o DWG NO.: GRADING DATE: 11/1/2019 DRAWN BY: ADA Az � n OP 1'. F a° 0000°o° �L 0000 000e000 x ° a d ° e °a Ibt 1, °ad !� �O 9 e ° c RECTANGULAR DOWN SPOUT PVC DOWNSPOUT ADAPTER (NDS 900 SERIES) 90' ELBOW SDR 35 PVC PIPE SPOUT CONNECTION TO STORM DRAIN T.S. MONUMENT SIGN F F F - -mob x x .w- \14, ILI a EXISTING CURB & GUTTER STORM DRAIN PROPOSED ASPHALT CONCRETE PAVEMENT AC ASPHALT CONCRETE PAVEMENT PROPOSED PORTLAND CEMENT CONCRETE SIDEWALK AP ANGLE POINT BM BENCHMARK ® PROPOSED PORTLAND CEMENT CONCRETE PAVEMENT BW BACK OF WALK OR SIDEWALK — STAMPED PATTERN CB CATCH BASIN OCL CENTERLINE PROPOSED LANDSCAPE AREA EG EDGE OF GUTTER EP EDGE OF PAVEMENT PROPOSED ADA COMPLIANT "TRUNCATED DOMES" EX EXISTING tao so FL FLOWLINE • ipQ.pp DESIGN ELEVATION FF FINISHED FLOOR t.5ox DESIGN SLOPE FH FIRE HYDRANT FS FINISHED SURFACE �- -- ADA ROUTE (PATH OF TRAVEL) FNC FENCE —so— PROPOSED STORM DRAIN GRD GROUND GB GRADE BREAK s PROPOSED SEWER LINE (SEE SEPARATE PLANS) HP HINGE POINT w PROPOSED WATER LINE (SEE SEPARATE PLANS) INV INVERT F PROPOSED FIRE WATER LINE (SEE SEPARATE PLANS) LP LIP OF GUTTER NG NATURAL GROUND ------s---------- EXISTING SEWER LINE PL PROPERTY LINE ----s,' -- EXISTING WATER LINE PP POWER POLE —sem EXISTING STORM DRAIN RW RIGHT OF WAY TC TOP OF CURB PROPOSED CATCH BASIN INLET TG TOP OF GRATE ® 4' WIDE PARKING BLOCK TOE TOE OF SLOPE TOG TOP OF GRATE EXISTING FIRE HYDRANT TOP TOP OF SLOPE TYP TYPICAL c� EXISTING POWER POLE WV WATER VALVE -X-X- EXISTING FENCE WM WATER METER 101.00 EXISTING "TOPO” SHOT WITH TOE" SURVEYOR'S DESCRIPTION EXISTING TREE CONSTRUCTION NOTES - GRADING PLAN: !� 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. 2Q PRIOR TO FINISH GRADING, THE BUILDING PAD AREA SHALL BE OVEREXCAVATED, RECOMPACTED AND PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORT. Q SAWCUT AND REMOVE EXISTING CURB AND GUTTER. CONSTRUCT DRIVE APPROACH IN ACCORDANCE WITH C.O.B. STD. ST -3.. PATCH EXISTING A.0 PAVEMENT IN ACCORDANCE WITH C.O.B. STANDARDS. ® SAWCUT AND REMOVE EXISTING CURB AND GUTTER. CONSTRUCT DRIVE APPROACH IN ACCORDANCE WITH C.O.B. STD. ST -4. PATCH EXISTING A.0 PAVEMENT IN ACCORDANCE WITH C.O.B. STANDARDS. 50 SAWCUT AND REMOVE PORTIONS OF EXISTING V -GUTTER FOR CONSTRUCTION OF LANDSCAPE PLANTERS WHERE SHOWN ON PLAN. RECONSTRUCT V -GUTTER AS NEEDED IN ACCORDANCE WITH DETAIL e HEREIN. © SAWCUT AND REMOVE EXISTING CURB WHERE SHOWN ON PLAN. JOIN EXISTING A.C. PAVEMENT IN ACCORDANCE WITH C.O.B. STANDARDS. Q PLACE AND COMPACT ASPHALT CONCRETE PAVEMENT OVER CLASS 11 AGGREGATE BASE OVER COMPACTED NATIVE SUBGRADE PER DETAIL HEREIN. 3 © CONSTRUCT PORTLAND CEMENT CONCRETE PAVEMENT PER DETAIL3 HEREIN. WHERE INDICATED ON THE PLAN AND LEGEND, CONCRETE SHALL BE A STAMPED PATTERN PER ARCHITECT'S PLAN g0 CONSTRUCT PORTLAND CEMENT CONCRETE SIDEWALK PER C.O.B. STD. ST -5. OO CONSTRUCT PORTLAND CEMENT CONCRETE SIDEWALK PER DETAIL a HEREIN (NON-PUBLIC AREAS). USE DETAIL ® WHERE SIDEWALKS ABUT LANDSCAPE AREAS. it CONSTRUCT STAMPED PORTLAND CEMENT CONCRETE SIDEWALK PER DETAIL® HEREIN. USE DETAIL ® WHERE SIDEWALKS ABUT LANDSCAPE AREAS. t2 PAINT PARKING STALLS, PAVEMENT MARKINGS, AND ROUTES IN ACCORDANCE WITH THE PLANS. 13 FURNISH AND INSTALL ACCESSIBLE PARKING SIGNS IN ACCORDANCE WITH DETAIL e HEREIN. ® CONSTRUCT 4 -FOOT WIDE CONCRETE VEE GUTTER PER DETAIL e HEREIN. ©5 CONSTRUCT 6 -INCH CONCRETE CURB PER DETAIL e HEREIN. to EXISTING POWER POLE TO BE RELOCATED BY OTHERS. 17 CONSTRUCT ADA RAMPS IN ACCORDANCE WITH CALTRANS STANDARD PLAN A88A AND THE ELEVATIONS SHOWN HEREON. 1B CONSTRUCT 5'10" WROUGHT IRON FENCE AND GATES AROUND POOL AREA. SEE ARCHITECT'S PLANS FOR DETAILS. 19 CONSTRUCT TRASH ENCLOSURE IN ACCORDANCE WITH C.O.B. STD. ST -27. Q FURNISH AND INSTALL 6 -FOOT CONCRETE PARKING BUMPER. Q FURNISH AND INSTALL REDWOOD HEADER BOARD ALONG EDGE OF PAVEMENT PER DETAIL e HEREIN. ® FURNISH AND INSTALL ADA APPROVED COLORED (FS33538) DETECTABLE/TACTILE WARNING SURFACE TILE (TRUNCATED DOME MAT). ® 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. ®5 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. © JOIN EXISTING STORM DRAIN. FURNISH AND INSTALL STORM DRAIN MANHOLE IN ACCORDANCE WITH C.O.B. STD. D-18. ® FURNISH AND INSTALL PVC STORM DRAIN PIPE - SIZE AS SHOWN ON PLAN. ® FURNISH AND INSTALL 24 -INCH SQUARE DRAINAGE INLET-CHRISTY U23 WITH H-20 TRAFFIC RATED, ADA COMPLIANT, HEEL PROOF GRATE (OR APPROVED EQUAL). Q FURNISH AND INSTALL 12 -INCH NDS SQUARE LANDSCAPE DRAIN. ® SAW -CUT AND REMOVE SEGMENT OF EXISTING 18" PVC PIPE WITHIN CATCH BASIN. FURNISH AND INSTALL TYPE 'A' CATCH BASIN IN ACCORDANCE WITH C.O.B. STD. D-14. 31 FURNISH AND INSTALL SEWER TYPE CLEANOUT FOR STORM DRAIN. ® CONNECT ROOF DRAIN TO 4 -INCH STORM DRAIN LINE AS SHOWN ON DETAIL e HEREIN. USE SEWER TYPE WYE TO CONNECTO 4 -INCH LINE TO STORM DRAIN. ® FURNISH AND INSTALL TRENCH DRAIN, NDS 5 -INCH PRO -SERIES. TRENCH DRAIN TO OUTLET TO STORM DRAIN SYSTEM, AS SHOWN ON PLAN. CITY OF BAKERSFIELD RECORD NO. � m `^ .P.4 U� �� c7 00 ?•r _^ ,A Lr z U Zczw :JOD ,P-4 00 d LJ z G 00 .0 z N Q. W G7 H 0 G� F -IW U W N Q 00 CQ od U a O W U A F-4 A W o2S F-4 W cnOld V LO 0 ON C7 m JOB No.: o DWG NO.: GRADING DATE: 11/1/2019 DRAWN BY: ADA CHECKED BY: MKV � n W F M M. M a a 5 0 0 3 z 5 O G7 H 0 G� F -IW U W N Q 00 CQ od U a O W U A F-4 A W o2S F-4 W cnOld V LO 0 ON C7 m JOB No.: 17-810 DWG NO.: GRADING DATE: 11/1/2019 DRAWN BY: ADA CHECKED BY: MKV SHEET OF 4 9 SHEETS ---------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - ----------- - - - - - - - - - - - - - - - -<j " EX. V -GUTTER N .......... . ......... . ... W W ....... . .. ....... . . ......... . .......... . . .... . ............... ec . ...... . . . ..... . ..... . . ........ - w w 38 . . .............. Aj� P/L So V; - - - - - - - - . . ..... . ....... --low A —x x ——-5�V -- 7 —x X X GRND 1.2% DRAINAGE EASEMENT PER C, 0-7 sq J., DOCUMENT #0210002385, O.R. o 1 �\Q TYP\��,, D L - - - - - - - - - - - - INT D... ....... TYP(1��,� c� PNC P/Nd' - I bi 389.23 INV. /O 1 z bu 25.0' C�-moo Ln AC typo 12 c -0, 386,00 OUTLET 1 1542 TOG -3 7 INV C, 389.50 INV Fl 4 INV X 2S5 34 BOT SUMP NOTE: SEE SHEET 4 FOR LEGEND AND CONSTRUCTION NOTES NORTH SCALE: 1 10' 0 5 10 20 X 354.92 BOT. SUMP 95 LF 12" PVC SO @0 50% 1.05% 4�3% D SD '---SD - SD— --------- 7 -SI). So SD < :3�22 Jq8 6F 12' 389-39 1,,ro* 12" SO dwmeP 9y0 c� C, 15,5. 18 k 9.0,- a. Typ 12 TYP 12 low Q l(D fly 4 r --- z w LLJ [4 A U- G.B. W 2y A C, 390.47 INV. 390.71 INV. Lr 6*-PVC�Sj) Z J 25.0' (f) F fi" PV, + bt I 26+0' 3.5'Q 1 gjY Lij 15 'A ui U) x -jc - , q) + LL, CP < 0 + TYP& I , �9 PROPOSED HOTEL .25% C, A W foo FF = 397.89 Q Nlt; + ;b / nlo (17) fr+ N, X 5913.29 40, ORNO o rcd v \ . + I j 19 .0% 4 SD so sar- 0. 4 SD :J2.0% N --------- -------- — I - w - - w K39 AC Wo DRAINAGE EASEMENT PER ' I JL DOCUMENT #0210002385, O.R. . .............. . .............. aw -4") w 4 R W 1L 11 4 < . . .. .... -K d : 4 a 4�D I W — —W e,l- ��EX. CURB GUTTER W VA., Ar r:- 39 7 1 .. . 390.72 INV.. 015-" W - , w Cp 07 MER 32 397.48 TO 392.26 111v 13.0 LF 6" - SO 02.0% 597.48 TOG 592.00 INV. — 16.8 LF 8" SO 01 ry 17.1 LF 6" SO 02.0% o '�2.04% Salmi G.B. 4 do- +P 3*LF $D 50.01. L 391 12 INV IR Lhv� 17-810 DWG NO.: GRADING DATE: 11/11/2019 4 ADA CHECKED BY: MKV SHEET L_ OF 5 'g SlIrETS -f = + d41 N F'�94' js PEDESTRIAN EASEMENT PER DOCUMENT #219088855 w. ... . ............ W BURR STREET — — — — — — — — — — W -- -- W — w 41 Z, .391.56 INV. 4410-Qx-'INv- TCH 01 - 3;U� - ERSFIELD RECORD z IiUvw bo ^d Go • Lo P. 4 z m z cd z P.4 00 L j z w 0 w Z z n2 JOB No.: 17-810 DWG NO.: GRADING DATE: 11/11/2019 DRAWN BY: ADA CHECKED BY: MKV SHEET L_ OF 5 'g SlIrETS -- -- B N IIS Mhz Nr` �� 5 4 .__. -----ate+-� 1 ............._..... ,w _......_.._ .....,ti....... ..,._ ..{y` h: ,:ko-1 ! ov �-P/L o >rop -. 11`L v �EX. CURB 6 'CG. sb sa ii td/5 1 - - .._. -__ L - d - •o `>' �'G �"� 1� EX. 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(I ° �° 10 �` d t.. w W P ;, - �: ,ig 6 d " t 6$66T 5 e c G.G.13 1 6u (I,', II�IIu 9s Gg W J 1 s ,rlw x e 5.0' ' 0:,0 •7,5gro st6C 'Sr','/afi�ry k� ,,: '`�..°caC'S' v`°'3'9j9$`�aT- .9s}\, :..: 1. g'1 14 O� •4 e.�f`:7 s;4t 7906-- O? -a n r (� - IIi.. �.... � • C.° ° ° � �` ' i•�c} , :::'-'_-:-�.,-'-s......,.. .- .:. .. � iJ. �b r :. a,., t�-u �H , -\ ,' ../ � r/`5- I chV- -SB 4 �((-- ---- •�-SB----- ° - x�ea - .- .-«rte y ,-- '-,- -,�., $a "5 322, LF 12" a 1 I ``i: ' n I g �g6� a� ,,a, ,,,, : , ,, ,., -. �•^'4.. 'v .v6 391 26 INV.,�„y62- 15 ,c g6 j ".> r`^i�i u�9 =•.G - SS 55'.':� .G y,{ g.>'.r ,. �� ..a 7 F 0,.', '`.. --.� o '7.�;--.. '? T:- J .,I .-'.� iNS '"! •,c-� 6'G, ,v a,.r u 1 mI; lih}ae ll6 ( 6 Oj: .c u• Jh C::. _-.:, ,;z .:6 r -x "i ::.�. n r -i 4 '�'',' SJ ..\ :5 WT �: , (r,,', ww r:�w� \ N 9�' ;x.�s�so�.,: , .t -... _,' I • ,. ... e! >.. , .a. ��s ao ; ...'rt +:� S'x o 390.88 INV. N 10 _ . °yP{� ' PVC + SD g[ w w `9 •v a w w w w ® _ k �y �r,�. I s;`� ; 9 LF e�9'o w W a w w w ° 9 y moi" _•,�« S p.gp. '", C' , _ 6 11I it 01.0% ° 15 k a a 391.53 INV. ae{ 7 .. W ».,.. > . °,.,. 96 T E .{ ° -,_.Ir; III 9j2 9 d 391.23 INV. A --5U W W .k -- INV. w 390.99 10 -^•g ° ,,.:, ° ' 0 F a E w 9 ` w 7 54 316% '.+1�1;aW^! tl6PVG 5Dw 956 04J\ATRANSITON C .{' NN w FROM FS TO TC a w W w W w W w W w-4 g a k ELEV g G.$. >, t{ t.,?o 1 ,. w w-- 6D �of a �1' ms`s L1 y � GO "% - MOSUKCYCLC< ..a. .z',"' 1 8 q a„ 2j.ta� PARKING j 'oi �Sp I 'tZ 1 ILL] 10 �l a�4'� i rJ times ,a� z� SEE ENLARGED DETAIL °� 00<. �{ 1 J z ,} -F 3 NOTE: W T G. 1 SEE SHEET 4 FOR LEGEND 8g a `tAND CONSTRUCTION NOTES ( 1� PROPOSED HOTEL 9 FF = 397.89 s d < 1 meg,G I'x h q61�III�It 3. w 5.5 " iC'7� ..) £ A. X 397,91w : ', - -- S.hg .39% g1 1 cRNc ° as1 TYP 12X397,25 i397.55 TOG W394.02 INV. Fi 7 g S w w 3974, g 1.00'7• w W 393 07 INV. 392.90 INV. - N LF 6" PVC W w ,1• Sq - 7•- . " _ ®'I.0% ` Q w 9 ° 10 ` ' _ ` �. k,. ,. ,!-. � .,r; - � , , , . � Z63• ' .- gr G. .B�.� ::, R y,, , �g 0� \�7 T GSG �,. ktoO® @/-` F�Z �'eo - g-y°g' jg a Fi Wt . 9f w wi. ^gW�(h.:w oty' ` `wI y w': it,,3s '1\Z,�. .. hux' �y, J�l R ti• rr,., '3fig'g999 W .wo w'4s w W W �{ Itao° U ? ,a. IfIl� L�° rww �Wwww w ,,(�4.17Ww Ww Ww w/ %. qRe,�sg� „I� ��+, ,1 n\ayv- �" 30%a1 ro g 392COURT 393.85 INV. BASKETBALLc 39POOL 3,0LF 6" -----° B - -- ".- �nl- Sg�� x n g)" : `, ;�,.(•• 7„�g'1-.yg`r g> - ra. ` w W •0. 394.01 INV. 9 � 9 II' 15 �.J F�. - r^'��' i g i-7�' F �1\j,'` �:. � \� � /^ �- - d _ / :tea, "'�, , yi •nS . , g ` <L � � W �` w "�55 O 61 S '. g w W A ; I ,'. POOL EQUIP. . ;' g✓ ,,.� � .� ' ^ \ �.�. �' \ '-G. 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'°%'t° '^' = x as _--+x _x X W w w w w w c •4 :° ca a .�,:..�a.-..,-.-z. ....... . ..- 0°2W0 % W w 4 ° } ' -I d a-a•°aev°. md; Wd x4u ° a 0 d ° av:es.18°?eiLr°.e 9 d w w w.39A7_8 .1.. 7 °w3 2 MCC 'O 4 a ° d .E_.......--TCH CASIN - .. .................. qjUSA TSL NE TO 9X CURB NORTH BURR STREET GUTTER z SEE ENLARGED SCALE: 1 = 10* ,y[( W .. ........... -..... ....... ...- ....__. .__...._.----- IV ....-W, .. N .........--------tit.._._ - ___.......�� _.. DETAIL B a 5 10 20 6 :ITY OF BA ERSFIELD JOB No.: o DWG NO.: GRADING DATE: 11/11/2019 DRAWN BY: ADA � SHEET OF 9 SHEETS G r� 0 a t%a Y 5 X 3 z � o JOB No.: 17-810 DWG NO.: GRADING DATE: 11/11/2019 DRAWN BY: ADA CHECKED BY: MKV SHEET OF 9 SHEETS JOB No.: 1.7-810 DWG NO.: GRADING DATE: 11/11/2019 DRAWN BY: ADA CHECKED BY: MKV SHEET 7 OF 9 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 - GENERA 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 () E MANENT 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) SOUD 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 FUEUNG AND SERVICING OPERATIONS. IF A SPILL OCCURS, IT MUST BE CONTAINED AND DISPOSED SO 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. KtUVMMLNULU 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 FLOWIP 5. LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWN SLOPE FROM THE FEN 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. n SILT FENCE TO PPE NTS, A SERIES OF STEEL PLATES (30R 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. S. 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 W 14, LOCATE SILT FENCE ALONG GRADING DATE: / / A LEVEL CONTOUR. CHECKED BY: MKV SHEET OF Q 9 SHEETS ti n e �`BVS P�FZ 1 11 MN M 9, FE CE POSTO MAXIMUM FILTER FABRIC RECOMMENDED FLOW (MAX) SLOPE LENGTH. �z COMPACTED , M _ BACKFILL LEVEL CONTOUR ' �I `� _ FILTER FABRIC F^ KtUVMMLNULU 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 FLOWIP 5. LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWN SLOPE FROM THE FEN 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. n SILT FENCE TO PPE NTS, A SERIES OF STEEL PLATES (30R 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. S. 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 1, y \v y W 14, \V W y GRADING DATE: STOCKPILED MATERIAL CHECKED BY: MKV SHEET OF Q 9 SHEETS ti n e „ W o , M 1, y \v y W � y y � ,SANDBAGS/GRAVEL BAGS PLACED TIGHTLY TOGETHER ALL AROUND MATERIAL (SEE NOTE 3) y y y y 14, 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. 7\ MATERIAL STORAGE AED CONTAINMENT AREA IMPERVIOUS UNER 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. n CONCRETE WASTE MANAGEMENT PROTECTION FOR INLET w/DOUBLE FLOW DIRECTION I t - EDGE OF PAVEMENT I FLOW SPILL WAY/ \-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. r\ CATr%w RACIAI ANI VT PP0TFCT1(1N - QPII I WAV FLOW 3I0 ^^'VEL BAG (TYP.) FLOW DRAIN INLET ABSORBENT CLEANUP MATERIAL BERMED 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. (p.1) -3a OF BAKERSFIELD R z • �1 `" N N tt1 • �I U CID Z 9 a x00 v C 00 s W 17-810 DWG NO.: GRADING DATE: 11/11/2019 DRAWN BY: ADA CHECKED BY: MKV SHEET OF Q 9 SHEETS ti „ W W � y y � ,SANDBAGS/GRAVEL BAGS PLACED TIGHTLY TOGETHER ALL AROUND MATERIAL (SEE NOTE 3) y y y y 14, 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. 7\ MATERIAL STORAGE AED CONTAINMENT AREA IMPERVIOUS UNER 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. n CONCRETE WASTE MANAGEMENT PROTECTION FOR INLET w/DOUBLE FLOW DIRECTION I t - EDGE OF PAVEMENT I FLOW SPILL WAY/ \-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. r\ CATr%w RACIAI ANI VT PP0TFCT1(1N - QPII I WAV FLOW 3I0 ^^'VEL BAG (TYP.) FLOW DRAIN INLET ABSORBENT CLEANUP MATERIAL BERMED 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. (p.1) -3a OF BAKERSFIELD R z • �1 `" N N tt1 • �I U CID Z 9 a x00 v C 00 s W t!] cV yMP4 P4� Q�/ O W W A O cn p 0 W Q LCA U co JOB No.: 17-810 DWG NO.: GRADING DATE: 11/11/2019 DRAWN BY: ADA CHECKED BY: MKV SHEET OF Q 9 SHEETS ti o , M M a J a 4 0 W z t!] cV yMP4 P4� Q�/ O W W A O cn p 0 W Q LCA U co JOB No.: 17-810 DWG NO.: GRADING DATE: 11/11/2019 DRAWN BY: ADA CHECKED BY: MKV SHEET OF Q 9 SHEETS I ■m I H W W In Z O In m E EROSION CONTROL NOTES 1O FURNISH AND INSTALL SILT FENCE PER DETAIL � HEREIN. O2 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 HEREIN. ® PLACE SPE�PND BAGS AROUND CATCH BASIN INLET IN ACCORDANCE WITH DETAIL (� AND ® HEREIN. O5 INSTALL SEDIMENT TRAPS WHERE SHOWN ON PLAN. LEGEND — STORM WATER/EROSION CONTROL PLAN SF— PROPOSED SILT FENCE PLACEMENT 0000 PROPOSED SAND/GRAVEL BAG PLACEMENT DIRECTION OF FLOW O7 CONSTRUCTION NOTES — EROSION CONTROL q"W1,9 N Ln TJ 00 Q Lr, � z y CIS �L) ,��0 r' 00 Z Le i i I rZ -N- NORTH SCALE: 1" = 30' CITY OF BAKERSFII ° m N [Ij r y F EX. SUMP �I I i � ❑ II J x� i I +4 -Sp W _ �(M W -N- NORTH SCALE: 1" = 30' CITY OF BAKERSFII JOB No.: 17-810 DWG NO.: GRADING DATE: 11/11/2019 DRAWN BY: ADA CHECKED BY: MKV SHEET 9 OF 9 SHEETS ° m N [Ij r y F ❑ �(M W M fi a Y X F .. � 6 5 z JOB No.: 17-810 DWG NO.: GRADING DATE: 11/11/2019 DRAWN BY: ADA CHECKED BY: MKV SHEET 9 OF 9 SHEETS