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HomeMy WebLinkAbout5.7-12022GENERAL CIVIL IMPROVEMENT NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARDS AND SPECIFICATIONS ALONG WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. ACTIVITIES SHALL ALSO CONFORM TO RECOMMENDATIONS MADE IN THE GEOTECHNICAL INVESTIGATION #022-14196 BY KRAZAN & ASSOCIATES, INC. DATED DECEMBER 23, 2014. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE. PHONE (661) 721-3380 3. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING THE 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 ENGINEER. 5. 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 PCD #15-0053, PM 12022 DRAWING, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION, OR A CORRECTION THEREOF PRIOR TO FILING HIS BID FOR THE PROJECT TO THE DESIGN ENGINEER. 6. SHOULD ANY CULTURAL MATERIALS BE DISCOVERED DURING ANY GRADING OR DEVELOPMENT, ALL WORK SHALL BE HALTED AND A QUALIFIED SITE ARCHAEOLOGIST/HISTORIAN SHALL BE CONTACTED TO ASSESS THE FINDS AND IMPOSE MITIGATION MEASURES, IF NECESSARY, PRIOR TO THE RESUMPTION OF CONSTRUCTION. 7. IF, DURING GRADING OR CONSTRUCTION, ANY PLUGGED, ABANDONED, OR UNRECORDED WELLS ARE UNCOVERED OR DAMAGED, THE DEPARTMENT OF CONSERVATION/DIVISION OF OIL, GAS, AND GEOTHERMAL RESOURCES SHALL BE CONTACTED TO INSPECT AND APPROVE ANY REMEDIATION REQUIRED. 8. THE CONTRACTOR SHALL REMOVE/ OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT OF WAY AS DIRECTED BY THE CITY ENGINEER. 9. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION (811). 10. EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR IS HEREBY NOTIFIED THAT ALL EXISTING BURIED UTILITIES MAY OR MAY NOT BE SHOWN AND THAT THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND REPAIRING ANY U11LIlIES DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS. CITY OF BAKERSFIELD STORM DRAIN NOTES VICINITY MAP N.T.S. A. ALL STORM DRAINAGE INLETS IN TRAFFIC OR PAVEMENT AREAS SHALL BE H-20-44 LOAD RATED. STATE OF CALIFORNIAB. ALL SURFACE DRAINAGE SHALL BE DIRECTED OFF-SITE AND INTO AN APPROVED STORM DRAINAGE FACILITY. NO SURFACE DRAINAGE SHALL BE ALLOWED TO CROSS PROPERTY LINES. NO PERMANENT ON-SITE WATER RETENTION IS ALLOWED. 11. CONTRACTOR SHALL RESTORE CONSTRUCTION LIMITS TO ORIGINAL OR BETTER CONDITION TO ENSURE PROPER DRAINAGE - - - 12. CONTRACTOR SHALL USE CARE WHEN WORKING ADJACENT TO PRIVATE PROPERTY TO NOT DAMAGE GRASS, TREES, SHRUBS, ETC. OUTSIDE OF THE IMMEDIATE WORKING AREA. ALL ITEMS DAMAGED OR REMOVED BY THE CONTRACTOR AS A RESULT OF CONSTRUCTION PROCEDURES SHALL BE REPLACED WITH LIKE MATERIALS AT THE EXPENSE OF THE CONTRACTOR 13. OPERATIONS ALONG HIGHWAYS OR PUBLIC STREETS SHALL BE PERFORMED IN SUCH A MANNER THAT ALL EXCAVATED MATERIALS BE KEPT OFF THE PAVEMENT AT ------- ALL TIMES, AS WELL AS OPERATING EQUIPMENT. 14. CONTRACTOR SHALL SAWCUT ALL PAVED SURFACES ENCOUNTERED, UNLESS SHOWN OTHERWISE. 15. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SURPLUS RECLAIMED ASPHALT PAVEMENT (R.A.P.) NOT INCORPORATED INTO THE PROJECT. 16. NO BUILDING PERMITS SHALL BE ISSUED UNTIL ADEQUATE ACCESS AND ADEQUATE WATER SUPPLY FOR FIRE PROTECTION PURPOSES IS PROVIDED, AS APPROVED BY THE KERN COUNTY FIRE DEPARTMENT. 17. CORNERSTONE ENGINEERING INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. 18. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S 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. 19. 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. 20. IF THE CONTRACTOR IS IN DOUBT AS 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. GRADING IMPROVEMENT NOTES ALL GRADING, EXCAVATION AND SOILS PREPARATION SHALL BE DONE IN CONFORMANCE WITH THE 2013 CALIFORNIA BUILDING CODE APPENDIX J, REQUIREMENTS OF THE CITY OF BAKERSFIELD AND SHALL CONFORM TO THE RECOMMENDA11ONS CONTAINED AND MADE A PART HEREOF IN THE GEOTECHNICAL INVESTIGATION #022-14196 BY KRAZAN & ASSOCIATES, INC. DATED DECEMBER 23, 2014; AND AS NOTED IN THE GENERAL NOTES BELOW: 1. ANY REVISIONS MADE TO THE APPROVED GRADING AS SHOWN ON THE GRADING PLANS MUST BE SPECIFICALLY APPROVED BY THE DESIGN CIVIL ENGINEER & SOILS ENGINEER & CITY ENGINEER. 2. ELEVATIONS PROVIDED ARE FINISHED GRADE (FG) UNLESS OTHERWISE NOTED PER LEGEND. 3. ALL INTERIOR GRADING SHALL BE COMPLIANT WITH 28 CFR PART 36. ACCESSIBLE PATHS SHALL NOT EXCEED 5.0% LONGITUDINALLY OR 2.0% TRANSVERSE. FL 4. ALL RAMPS (2) SHALL BE COMPLIANT WITH 28 CFR PART 36. REFER TO ARCHITECTURAL PLANS FOR DETAIL. 5. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 6. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% OF MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM TEST METHOD D1557A, AND CERTIFIED BY THE SOILS ENGINEER. 7. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO PLACING FILL. 8. NO ROCK OR SIMILAR MATERIAL GREATER THAN 4" IN DIAMETER SHALL BE PLACED IN THE FILL UNLESS APPROVAL FOR SUCH PLACEMENT HAS BEEN OBTAINED BY THE CONTRACTOR FROM THE BUILDING OFFICIAL. 9. DUST SHALL BE CONTROLLED DURING GRADING BY WATERING OR OTHER APPROVED MEASURES. --� 10. ALL EXISTING DRAINAGE COURSES AND APPROVED PROTECTIVE MEASURES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION AT ALL TIMES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING. THE CONTRACTOR SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING EXISTING DRAINAGE PATTERNS. 11. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 12. CONTRACTOR IS RESPONSIBLE FOR DEMOLI11ON OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. U11LITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 13. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY CORNERSTONE ENGINEERING INC.. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING --� 1 11.11-1.11111 TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED == i-----n�- .... " " " �• ---n• ----.. LAND SURVEYOR TO THE OWNER FOR REVIEW. ...... ............................ __ ............ ............... _........ ............ ..--.-..-..r.- ..... ---------- BRIMHALL ROAD 14. CONTRACTOR IS RESPONSIBLE FOR THE EFFICIENT USE OF ON-SITE RESOURCES, ESTIMATING HIS OWN CUT/FILL QUANTITIES, AND PROVIDING DETAILED TRANSACTION- - ..... ............. ......_._. ................... ............... ........ __ ...... ........ .._... .. RECEIPTS FOR SOILS IMPORTED AND EXPORTED (AS WELL AS APPROPRIATE NPDES DOCUMENTA110N FOR OFFSITE LOCATIONS OF IMPORT AND EXPORT). 15. ENTRANCE TO AND FROM THE PROJECT SITE SHALL BE MAINTAINED IN A MANNER THAT LIMITS TRACKING OF ORGANIC MATERIAL OFFSITE. 16. DURING GRADING OPERATIONS, THE APPLICANT FOR A DEVELOPMENT PERMIT SHALL BE RESPONSIBLE FOR THE APPLICATION OF WATER TO DEVELOPMENT SITES TO MITIGATE THE IMPACT OF DUST AND PM (PARTICULATES EMISSIONS). SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, WITH THE FREQUENCY OF SPRAYING DEPENDENT ON WEATHER CONDITIONS. VERIFICATION OF COMPLIANCE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD PUBLIC WORKS/BUILDING INSPEC11ON DIVISION. 17. DURING GRADING OPERATIONS, ALL ACTIVITY SHALL BE RESTRICTED TO PERIODS OF LOW WIND TO REDUCE DUST EMISSIONS. VERIFICATION OF COMPLIANCE WITH THIS MITIGATION MEASURE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD PUBLIC WORKS/BUILDING INSPECTION DIVISION. 18. DURING GRADING AND CONSTRUCTION, ALL ACTIVITIES ADJACENT TO RESIDENTIAL DEVELOPMENT SHALL BE LIMITED TO 7:00 a.m. TO 7:00 p.m., MONDAY THROUGH FRIDAY. CONSTRUCTION WILL NOT BE ALLOWED ON WEEKENDS OR ON FEDERAL HOLIDAYS. VERIFICATION OF COMPLIANCE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD PUBLIC WORKS/BUILDING INSPECTION DIVISION. 19. DURING GRADING AND CONSTRUCTION, LANDSCAPING AND/OR TEMPORARY SOIL STABILIZATION TECHNIQUES (i.e., JUTE NETTING OR SOIL STABILIZING AGENTS) SHALL BE EMPLOYED TO REDUCE WIND EROSION AND DUST DURING GRADING AND UNTIL THE SITE IS FULLY BUILT OUT. VERIFICATION OF COMPLIANCE WITH THIS MITIGATION MEASURE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD PUBLIC WORKS/BUILDING INSPECTION DIVISION. 20. DURING GRADING AND CONSTRUCTION, PLANNED PM MITIGATION MEASURES WILL BE ADHERED TOO. 21. DURING GRADING AND CONSTRUCTION, IF ANY HUMAN REMAINS ARE DISCOVERED, ALL WORK SHALL STOP UNTIL THE KERN COUNTY CORONER HAS BEEN NOTIFIED AND HAS EVALUATED THE REMAINS, IF ANY OTHER ARCHAEOLOGICAL ARTIFACTS ARE DISCOVERED DURING SITE DEVELOPMENT ALL WORK SHALL STOP UNTIL THE FIND HAS BEEN EVALUATED BY A QUALIFIED ARCHAEOLOGIST OR HISTORIAN. 22. 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 -DWG AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) 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, 07 KEY MAP SCALE: 1" = 100' CARRIED OUT,BE AVAILABLE FOR INSPEC11ON DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE INDETIFICA110N (WDID) PALM RD NUMBEROUSLY F15C374749 HAS UED THE STATE WATERPUBLIC ENDISS ISSS RESOURCES BOARD FOR THIS PROJECT. 0 � MARKET #3139 SPECIFIC NOTES 0 BOUNDARY MAP N SITE Of ADDITIONAL CITY NOTES: z Y 7,350 C.Y. � Of PARTIAL GRADING PLAN Uj 13,400 C.Y. U_ THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE CUBIC YARDS CUT (ADJUSTED) = 29,050 C.Y. BRIMHALL RD ACROSS THE SIDEWALK FOR THOSE AREAS OVER 27. CUBIC YARDS FILL (ADJUSTED) = (7,350+13,400)1.4 = 29,050 C.Y. o AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS z C) ROSEDALE HWY & OLD FARM RD WITH NGS DESIGNATION "M J J C-4.5 DRAINAGE DETAILS Q SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR *(FILL WAS CALCULATED WITH A COMPACTION FACTOR OF 1.40) EROSION CONTROL BMP'S WESTSIDE PKWY VICINITY MAP N.T.S. A. ALL STORM DRAINAGE INLETS IN TRAFFIC OR PAVEMENT AREAS SHALL BE H-20-44 LOAD RATED. STATE OF CALIFORNIAB. ALL SURFACE DRAINAGE SHALL BE DIRECTED OFF-SITE AND INTO AN APPROVED STORM DRAINAGE FACILITY. NO SURFACE DRAINAGE SHALL BE ALLOWED TO CROSS PROPERTY LINES. NO PERMANENT ON-SITE WATER RETENTION IS ALLOWED. 11. CONTRACTOR SHALL RESTORE CONSTRUCTION LIMITS TO ORIGINAL OR BETTER CONDITION TO ENSURE PROPER DRAINAGE - - - 12. CONTRACTOR SHALL USE CARE WHEN WORKING ADJACENT TO PRIVATE PROPERTY TO NOT DAMAGE GRASS, TREES, SHRUBS, ETC. OUTSIDE OF THE IMMEDIATE WORKING AREA. ALL ITEMS DAMAGED OR REMOVED BY THE CONTRACTOR AS A RESULT OF CONSTRUCTION PROCEDURES SHALL BE REPLACED WITH LIKE MATERIALS AT THE EXPENSE OF THE CONTRACTOR 13. OPERATIONS ALONG HIGHWAYS OR PUBLIC STREETS SHALL BE PERFORMED IN SUCH A MANNER THAT ALL EXCAVATED MATERIALS BE KEPT OFF THE PAVEMENT AT ------- ALL TIMES, AS WELL AS OPERATING EQUIPMENT. 14. CONTRACTOR SHALL SAWCUT ALL PAVED SURFACES ENCOUNTERED, UNLESS SHOWN OTHERWISE. 15. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL SURPLUS RECLAIMED ASPHALT PAVEMENT (R.A.P.) NOT INCORPORATED INTO THE PROJECT. 16. NO BUILDING PERMITS SHALL BE ISSUED UNTIL ADEQUATE ACCESS AND ADEQUATE WATER SUPPLY FOR FIRE PROTECTION PURPOSES IS PROVIDED, AS APPROVED BY THE KERN COUNTY FIRE DEPARTMENT. 17. CORNERSTONE ENGINEERING INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. 18. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S 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. 19. 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. 20. IF THE CONTRACTOR IS IN DOUBT AS 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. GRADING IMPROVEMENT NOTES ALL GRADING, EXCAVATION AND SOILS PREPARATION SHALL BE DONE IN CONFORMANCE WITH THE 2013 CALIFORNIA BUILDING CODE APPENDIX J, REQUIREMENTS OF THE CITY OF BAKERSFIELD AND SHALL CONFORM TO THE RECOMMENDA11ONS CONTAINED AND MADE A PART HEREOF IN THE GEOTECHNICAL INVESTIGATION #022-14196 BY KRAZAN & ASSOCIATES, INC. DATED DECEMBER 23, 2014; AND AS NOTED IN THE GENERAL NOTES BELOW: 1. ANY REVISIONS MADE TO THE APPROVED GRADING AS SHOWN ON THE GRADING PLANS MUST BE SPECIFICALLY APPROVED BY THE DESIGN CIVIL ENGINEER & SOILS ENGINEER & CITY ENGINEER. 2. ELEVATIONS PROVIDED ARE FINISHED GRADE (FG) UNLESS OTHERWISE NOTED PER LEGEND. 3. ALL INTERIOR GRADING SHALL BE COMPLIANT WITH 28 CFR PART 36. ACCESSIBLE PATHS SHALL NOT EXCEED 5.0% LONGITUDINALLY OR 2.0% TRANSVERSE. FL 4. ALL RAMPS (2) SHALL BE COMPLIANT WITH 28 CFR PART 36. REFER TO ARCHITECTURAL PLANS FOR DETAIL. 5. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 6. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% OF MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM TEST METHOD D1557A, AND CERTIFIED BY THE SOILS ENGINEER. 7. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO PLACING FILL. 8. NO ROCK OR SIMILAR MATERIAL GREATER THAN 4" IN DIAMETER SHALL BE PLACED IN THE FILL UNLESS APPROVAL FOR SUCH PLACEMENT HAS BEEN OBTAINED BY THE CONTRACTOR FROM THE BUILDING OFFICIAL. 9. DUST SHALL BE CONTROLLED DURING GRADING BY WATERING OR OTHER APPROVED MEASURES. --� 10. ALL EXISTING DRAINAGE COURSES AND APPROVED PROTECTIVE MEASURES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION AT ALL TIMES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING. THE CONTRACTOR SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING EXISTING DRAINAGE PATTERNS. 11. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 12. CONTRACTOR IS RESPONSIBLE FOR DEMOLI11ON OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. U11LITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 13. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY CORNERSTONE ENGINEERING INC.. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING --� 1 11.11-1.11111 TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED == i-----n�- .... " " " �• ---n• ----.. LAND SURVEYOR TO THE OWNER FOR REVIEW. ...... ............................ __ ............ ............... _........ ............ ..--.-..-..r.- ..... ---------- BRIMHALL ROAD 14. CONTRACTOR IS RESPONSIBLE FOR THE EFFICIENT USE OF ON-SITE RESOURCES, ESTIMATING HIS OWN CUT/FILL QUANTITIES, AND PROVIDING DETAILED TRANSACTION- - ..... ............. ......_._. ................... ............... ........ __ ...... ........ .._... .. RECEIPTS FOR SOILS IMPORTED AND EXPORTED (AS WELL AS APPROPRIATE NPDES DOCUMENTA110N FOR OFFSITE LOCATIONS OF IMPORT AND EXPORT). 15. ENTRANCE TO AND FROM THE PROJECT SITE SHALL BE MAINTAINED IN A MANNER THAT LIMITS TRACKING OF ORGANIC MATERIAL OFFSITE. 16. DURING GRADING OPERATIONS, THE APPLICANT FOR A DEVELOPMENT PERMIT SHALL BE RESPONSIBLE FOR THE APPLICATION OF WATER TO DEVELOPMENT SITES TO MITIGATE THE IMPACT OF DUST AND PM (PARTICULATES EMISSIONS). SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, WITH THE FREQUENCY OF SPRAYING DEPENDENT ON WEATHER CONDITIONS. VERIFICATION OF COMPLIANCE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD PUBLIC WORKS/BUILDING INSPEC11ON DIVISION. 17. DURING GRADING OPERATIONS, ALL ACTIVITY SHALL BE RESTRICTED TO PERIODS OF LOW WIND TO REDUCE DUST EMISSIONS. VERIFICATION OF COMPLIANCE WITH THIS MITIGATION MEASURE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD PUBLIC WORKS/BUILDING INSPECTION DIVISION. 18. DURING GRADING AND CONSTRUCTION, ALL ACTIVITIES ADJACENT TO RESIDENTIAL DEVELOPMENT SHALL BE LIMITED TO 7:00 a.m. TO 7:00 p.m., MONDAY THROUGH FRIDAY. CONSTRUCTION WILL NOT BE ALLOWED ON WEEKENDS OR ON FEDERAL HOLIDAYS. VERIFICATION OF COMPLIANCE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD PUBLIC WORKS/BUILDING INSPECTION DIVISION. 19. DURING GRADING AND CONSTRUCTION, LANDSCAPING AND/OR TEMPORARY SOIL STABILIZATION TECHNIQUES (i.e., JUTE NETTING OR SOIL STABILIZING AGENTS) SHALL BE EMPLOYED TO REDUCE WIND EROSION AND DUST DURING GRADING AND UNTIL THE SITE IS FULLY BUILT OUT. VERIFICATION OF COMPLIANCE WITH THIS MITIGATION MEASURE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD PUBLIC WORKS/BUILDING INSPECTION DIVISION. 20. DURING GRADING AND CONSTRUCTION, PLANNED PM MITIGATION MEASURES WILL BE ADHERED TOO. 21. DURING GRADING AND CONSTRUCTION, IF ANY HUMAN REMAINS ARE DISCOVERED, ALL WORK SHALL STOP UNTIL THE KERN COUNTY CORONER HAS BEEN NOTIFIED AND HAS EVALUATED THE REMAINS, IF ANY OTHER ARCHAEOLOGICAL ARTIFACTS ARE DISCOVERED DURING SITE DEVELOPMENT ALL WORK SHALL STOP UNTIL THE FIND HAS BEEN EVALUATED BY A QUALIFIED ARCHAEOLOGIST OR HISTORIAN. 22. 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 -DWG AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) 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, 07 KEY MAP SCALE: 1" = 100' CARRIED OUT,BE AVAILABLE FOR INSPEC11ON DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE INDETIFICA110N (WDID) EARTHWORK QUANTITIES: C-1.0 NUMBEROUSLY F15C374749 HAS UED THE STATE WATERPUBLIC ENDISS ISSS RESOURCES BOARD FOR THIS PROJECT. C-1.1 MARKET #3139 SPECIFIC NOTES C-1.2 BOUNDARY MAP CUBIC YARDS CUT (RAW) = 15,650 C.Y. C-1.4 ADDITIONAL CITY NOTES: CUBIC YARDS FILL (RAW) = 7,350 C.Y. C-2.1 PARTIAL GRADING PLAN OVEREXCAVATION = 13,400 C.Y. C-2.3 THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE CUBIC YARDS CUT (ADJUSTED) = 29,050 C.Y. BENCHMARK: ACROSS THE SIDEWALK FOR THOSE AREAS OVER 27. CUBIC YARDS FILL (ADJUSTED) = (7,350+13,400)1.4 = 29,050 C.Y. THE STEEL ROD FOUND AT THE NORTHEAST CORNER OF AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS TOTAL EARTHWORK QUANTITIES = 0 C.Y. ROSEDALE HWY & OLD FARM RD WITH NGS DESIGNATION "M DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS C-4.5 DRAINAGE DETAILS 1454" WITH RECORD NAVD88 ELEVATION = 366.74' WAS USED SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR *(FILL WAS CALCULATED WITH A COMPACTION FACTOR OF 1.40) EROSION CONTROL BMP'S AS THE VERTICAL BENCHMARK AS SHOWN HEREON. THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR JOB NO.: 364-16-00 TO ISSUANCE OF A PERMIT 372-1.7o�,,;, SITE BENCHMARK: THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING & CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, SPECIFICATIONS, & CODE WITHIN HIS PURVIEW. BRASS CAP FOUND IN LAMPHOLE AT THE INTERSECTION OF BRIMHALL ROAD AND ALLEN ROAD. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF CBC. ELEVATION = 362.85' THE ONSITE CATCH BASINS AND STORM DRAIN SYSTEM SHALL BE MAINTAINED PRIVATELY AND THE CITY OF BAKERSFIELD WILL NOT ASSUME RESPONSIBILITY OVER THE MAINTENANCE. UNAUTHORIZED CHANGES & USES: THE ENGINEER CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION PREPARING THESE PLANS WILL NOT BE RESPONSIBLE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO OR USES OF THESE PLANS. ALL CHANGES TO THE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO PLANS MUST BE IN WRITING AND MUST BE DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH APPROVED BY THE PREPARER OF THESE PLANS. THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE ABOVE QUANTITIES ARE BASED ON GRADING LINES AND ELEVATIONS SHOWN ON THE DRAWINGS. ACTUAL QUANTITIES OF EARTHWORK MAY VARY FROM THAT STATED ABOVE DEPENDING UPON VARYING SOIL DENSITIES AND ON THE DEGREE OF SITE PREPARATION ACTUALLY REQUIRED IN THE FIELD. BASIS OF BEARING: THE BEARING OF S00'43'01"W FOR THE EAST LINE OF THE SOUTHEAST QUARTER OF SEC11ON 26, 29/26 M.D.B.&M., AS PER PARCEL MAP NO. 10763 RECORDED IN BOOK 52 OF PARCEL MAPS AT PAGES 114 & 115 WAS USED AS BASIS OF BEARINGS SHOWN HEREON. CITY STANDARDS UTILIZED TYPE "B" (6") P.C.C. CURB AND GUTTER PER C.O.B. STD. ST -1 COMMERCIAL DRIVEWAY PER C.O.B. STD. ST -2 COMBINATION CONCRETE SIDEWALK PER C.O.B. STD. ST -3 C. FINISHED GRADE CONTOURS ARE SHOWN TO INDICATE THE DIRECTION OF DRAINAGE AND TO PROVIDE ADDITIONAL FINISHED GRADE INFORMATION FOR AREAS WHERE FINISHED GRADE SPOT ELEVATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL VERIFY ALL SPOT ELEVATIONS AND CONTOURS DURING STAKING. D. REINFORCED CONCRETE PIPE SHALL BE MINIMUM CLASS III WITH RUBBER GASKET JOINTS IN AREAS OUTSIDE THE PAVED SECTION OF ROADWAY (BEHIND CURB AND GUTTER) SHALL CONFORM TO PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF CALTRANS STANDARD SPECIFICATIONS. E. ALL FITTINGS FOR PVC STORM DRAIN PIPE SHALL BE OF THE SAME TYPE AND O.D.'S COMMONLY USED WITH PVC SEWER PIPES. EACH LENGTH OF PIPE SHALL BE STENCILED WITH THE NOMINAL DIAMETER IN INCHES, PIPE DIMENSION RATIO (DR), ASTM CELL CLASSIFICATIONS, AND MANUFACTURER'S NAME AND/OR CODE. F. CONNECTION TO MANHOLES SHALL BE ACHIEVED BY USE OF RUBBER RINGWATERSTOPS, OR OTHER APPROVED METHOD. PVC MAY NOT BE GROUTED DIRECTLY TO CONCRETE. ALL SERVICE SHALL BE INSTALLED WITH FITTINGS OR SADDLES. G. MAXIMUM WIDTH OF THE TRENCH AT THE LEVEL OF THE TOP OF PIPE SHALL NOT EXCEED THE OUTSIDE DIAMETER OF THE PIPE BARREL PLUS 24 INCHES. H. EXCAVATION SHALL BE CARRIED AT LEAST 4 INCHES BELOW THE GRADE OF THE BOTTOM OF THE PIPE IN AREAS WHERE THE MATERIAL IS TOO HARD TO PERMIT PROPER BEDDING. THIS OVER -EXCAVATION SHALL BE BROUGHT TO GRADE WITH APPROVED MATERIAL COMPACTED IN PLACE. ANY AREAS WHICH DO NOT PROVIDE A SOUND FOUNDATION SHALL BE OVER -EXCAVATED AS DIRECTED BY THE ENGINEER AND FILLED TO GRADE WITH APPROVED MATERIALS COMPACTED IN PLACE. EXCESS AND/OR REJECTED MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR. I. AT NO TIME SHALL THERE BE MORE THAN 300 FEET OF TRENCH OPEN PER TRENCHING MACHINE, INCLUDING THE SECTION OPENED AHEAD FOR PIPE LAYING AND THE SECTION BEHIND WHICH IS NOT COMPLETELY BACKFILLED, UNLESS OTHERWISE SPECIFIED BY THE CITY. J. NO TUNNELING OR JACKING WILL BE PERMITTED WITHOUT PERMISSION FROM THE CITY. K. BITUMINOUS PAVEMENT, CONCRETE PAVMENT, CURBS, SIDE -WALKS OR DRIVEWAYS REMOVED IN CONNECTION WITH CONSTRUCTION SHALL BE REMOVED IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND RECONSTRUCTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS. L. WHEN CONNECTIONS ARE TO BE MADE TO ANY EXISTING PIPE, CONDUIT, OR OTHER APPURTENANCES, THE ACTUAL ELEVATION OR POSITION OF WHICH CANNOT BE DETERMINED WITHOUT EXCAVATION, THE CONTRACTOR SHALL EXCAVATE FOR, AND EXPOSE, THE EXISTING IMPROVEMENT BEFORE LAYING ANY PIPE OR CONDUIT. THE CITY SHALL BE GIVEN THE OPPORTUNITY TO INSPECT THE EXISTING PIPE OR CONDUIT BEFORE CONNECTION IS MADE. ANY ADJUSTMENTS IN LINE OR GRADE WHICH MAY BE NECESSARY TO ACCOMPLISH THE INTENT OF THE PLANS WILL BE MADE AT NO ADDITIONAL COST TO THE CITY. M. THE PIPE SHALL BE LAID IN CONFORMITY WITH THE PRESCRIBED LINES AND GRADES. ALL ADJUSTMENTS OR PIPE TO LINE AND GRADE SHALL BE MADE BY SCRAPING AWAY OR FILLING IN AND TAMPING UNDER THE BODY OF THE PIPE AND NOT BLOCKING OR WEDGING. ALL PIPE SHALL BE LAID WITH BELL END UPSTREAM AND SHALL BE LAID UPSTREAM FROM STRUCTURE TO STRUCTURE. N. MANUFACTURER'S RECOMMENDATIONS ON PROPER PROCEDURE FOR LAYING PIPE SHALL BE FOLLOWED. 0. THE PIPE SHALL BE SHADED BY HAND SHOVEL METHOD TO ONE (1') FOOT OVER THE PIPE, WHERE CLODS MAY EXIST IN THE SPOIL PILE WHICH DAMAGE THE PIPE. ABOVE THIS HAND SHADING, ALL CLODS OF ANY KIND SHALL BE REMOVED WHICH ARE LARGER THAN 4 INCHES IN DEDICATED, METER. P. AT THE CLOSE OF WORK EACH DAY, OR WHENEVER THE WORK CEASES FOR ANY REASON, THE END OF THE PIPE SHALL BE SECURELY CLOSED. Q. THE CONTRACTOR SHALL NOTIFY THE CITY WHEN HE IS READY FOR COMPACTION TESTING 48 HOURS PRIOR AND SHALL COMBINE AS MUCH TESTING OF OTHER TRENCHES (WATER, STORM, AND UTLILITIES) AT THE SAME TIME, AS DIRECTED BY THE INSPECTOR P-YlgTlNlr, Rp-ginP- NiTi of i I q F SHEET INDEX a LIMITS OF DISTURBED AREA, HCP/ ITP RL SCALE: 1" = 150' PM 12022 17.33 ACRES (GROSS) THE LIMITS OF DISTURBED AREA SHOWN IS THE BOUNDARY OF ALL ON-SITE GRADING AND EXCAVATION. NO WORK SHALL EXCEED THESE LIMITS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD AND THE CITY OF BAKERSFIELD. THE NEW LIMITS SHALL BE REVIEWED PRIOR TO USE OF THE UNDEVELOPED LANDS. TRAILERS/STORAGE AREAS/VEHICLE MANEUVERING SHALL NOT EXCEED THE LIMITS AS SHOWN. ALL USE OF UNDEVELOPED LANDS SHALL BE WITHIN THESE LIMITS AND ARE CLEARLY SHOWN ON THESE GRADING PLANS. THE MBHCP PROJECT IS GRADING PLAN IS B15-40000045 CROSS REFERENCE: PCD 15-0053 PM 12022 AS -GRADED SHEET DESCRIPTION C-1.0 COVER SHEET AND NOTES C-1.1 MARKET #3139 SPECIFIC NOTES C-1.2 BOUNDARY MAP C-1.3 SITE PLAN C-1.4 SITE SECTIONS C-2.0 PARTIAL GRADING PLAN C-2.1 PARTIAL GRADING PLAN C-2.2 PARTIAL GRADING PLAN C-2.3 PARTIAL GRADING PLAN C-2.4 DRAINAGE PLAN C-4.0 SECTIONS AND DETAILS C-4.1 SECTIONS AND DETAILS C-4.2 SEC11ONS AND DETAILS C-4.3 SECTIONS AND DETAILS C-4.4 WALL DETAILS C-4.5 DRAINAGE DETAILS C-5.0 EROSION CONTROL PLAN C-5.1 EROSION CONTROL BMP'S Know what's below. Call before you dig. CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR To BEGINNING CONSTRUCTION ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. o C5 z eROFESS/ONq co or L yy or No. C-051930 'OF CAL FO��\P M z w r 0 J w w in U a M� w d - C) CV V1 LLJ M M o 0 J w Q l_ = cn w M Y M a a-m 0 �00 00 /o QROF SS/O 0 DESIGNER: JEM co�� T�Fy��, Wo�� U CHECKED BY: DGW No. Lo DATE: 1/5/16 `J z DRAFTER MAA 71 SCALE: AS SHOWN sTq OIVI` OF CALW00 DERRILL G. WH'ITTN JR., C-05193 DATE L COMP. N0: 3641600_GRD JOB NO.: 364-16-00 ZD 372-1.7o�,,;, C-1.0 SHEET 1 OF 18 CITY RECORDS NO. Q LI] LI J o z Q ) U U _7 U 'n z < Mt z F cn O 0<02 Z U 3 �� N m 1- L,.. ELI 3 M z w r 0 J w w in U a M� w d - C) CV V1 LLJ M M o 0 J w Q l_ = cn w M Y M a a-m 0 �00 00 /o QROF SS/O DESIGNER: JEM co�� T�Fy��, Wo�� CHECKED BY: DGW No. DATE: 1/5/16 C-051930 DRAFTER MAA 71 SCALE: AS SHOWN sTq OIVI` OF CALW00 DERRILL G. WH'ITTN JR., C-05193 DATE COMP. N0: 3641600_GRD JOB NO.: 364-16-00 372-1.7o�,,;, C-1.0 SHEET 1 OF 18 CITY RECORDS NO. A ra SITE NOTES (MARKET #3139 SITE) A. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. B. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. C. ALL CURBED RADII ARE TO BE 2' OR 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. D. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. E. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. F. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. G. TOTAL LAND AREA IS f 4.33 ACRES. H. NO WETLANDS WERE PRESENT ON THIS SITE. 1. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC SPECIFICATIONS" J. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. K. REFER TO ARCH. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. L. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL CURB AND GUTTER ADJACENT TO ASPHALT PAVING SHALL BE INSTALLED PER DETAIL 16 ON SHEET C-4.1. PAVEMENT SHALL BE INSTALLED IN ACCORDANCE WITH SITE PLAN, SHEET C-1.3. ALL PARKING LOT STRIPING INCLUDING ACCESSIBLE AND VAN ACCESSIBLE SPACES SHALL BE PAINTED PER DETAIL 10 ON SHEET C-4.0. M. ALL PARKING LOT SIGN BASE SUPPORTS SHALL BE INSTALLED PER DETAIL 24 ON SHEET C-4.3. N. ALL ACCESSIBLE PARKING STALLS SHALL HAVE SIGNAGE INSTALLED PER DETAIL 10 ON SHEET C-4.0. 0. JOINT DEVELOPER PROVIDES PAD READY SITE INCLUDING UTILITIES TO WITHIN 5' OF BUILDING, PAVEMENT AND ALL COMPLETED SITE WORK. P. BAKERSFIELD MEDIAN AGE - 30.2 MARKET #3139 SITE GRADING AND FOUNDATION NOTES GRADING NOTES (MARKET #3139 SITE) A. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. B. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. C. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. D. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. E. EXISTING GRADE CONTOUR SHOWN AT 1 FOOT INTERVALS. F. PROPOSED GRADE CONTOUR SHOWN AT 1 FOOT INTERVALS. G. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. H. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. I. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". J. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDI11ONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. K. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. L. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. M. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY CORNERSTONE ENGINEERING INC. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. N. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZA11ON FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 0. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. P. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. Q. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT NOTIFIED OF DESIGN CONFLICTS. R. CONTRACTOR HAS THE OPTION TO BID THE FOLLOWING MATERIAL FOR THE STORM SEWER SYSTEM EXCEPT WHERE OTHERWISE NOTED: HDPE, PVC, DIP OR RCP AS INDICATED ON THIS PLAN WHERE THE WORD PIPE IS USED. ALL PIPES SHALL HAVE A MAXIMUM ROUGHNESS COEFFICIENT ("N") OF 0.13 AND SHALL MEET OR EXCEED THE PIPE MANUFACTURERS REQUIREMENTS FOR MINIMUM AND MAXIMUM COVER. CONTRACTOR SHALL REFER TO THE SITEWORK SPECIFICATION SECTION FOR STORM SEWER SYSTEMS FOR ACCEPTABLE TYPE AND MATERIAL. S. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. T. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4" OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. U. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL STORM DRAIN PIPE BEDDING SHALL BE INSTALLED PER DETAIL 6 ON SHEET C-3.5. ALL STORM DRAIN PIPES ARE MEASURED FROM CENTER OF STRUCTURES AND ENDS OF FLARED END SECTIONS. V. CONTRACTOR IS RESPONSIBLE FOR THE EFFICIENT USE OF ON-SITE RESOURCES, ESTIMATING HIS OWN CUT/FILL QUANTITIES, AND PROVIDING DETAILED TRANSACTION RECEIPTS FOR SOILS IMPORTED AND EXPORTED (AS WELL AS APPROPRIATE NPDES DOCUMENTATION FOR OFFSITE LOCATIONS OF IMPORT AND EXPORT). W. WHERE SPECIFICATIONS AND SUBGRADE PREPARATION NOTE CONFLICT, THE SUBSURFACE PREPARATION NOTE SHALL TAKE PRECEDENCE. X. AT LEAST 10 BUSINESS DAYS PRIOR TO EXCAVATION FOR THE PURPOSE OF CONSTRUCTING THE BUILDING PAD, THE CONTRACTOR SHALL ISSUE A FULL-SIZE DRAWING (30" X 42'), SHOWING THE CONTRACTOR'S PROPOSED EXCAVATION ELEVATIONS WITHIN THE OVERBUILD AREA. THE CTL AND CEC SHALL HAVE AMPLE TIME TO REVIEW THE DOCUMENT AND ASSESS CONFORMANCE WITH THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOT PROCEED WITH OVER -EXCAVATION UNTIL THE EXHIBIT IS APPROVED BY THE CEC. Y. CERTIFICATION OF THE BUILDING PAD SHALL CONSIST OF TWO OFFICIAL DOCUMENTS; ONE DOCUMENT SHALL COME FROM A LICENSED SURVEYOR (EMPLOYED BY THE CONTRACTOR) WITH BACKUP DATA AND EXHIBITS, STATING THE VERTICAL AND HORIZONTAL LIMITS OF OVER -EXCAVATION WERE ACHIEVED AND THE PROPER PAD ELEVA11ON WAS ACHIEVED. THIS DOCUMENT SHALL BE PROVIDED TO THE CEC AND CTL A MINIMUM OF 3 BUSINESS DAYS BEFORE TRENCHING FOR FOOTINGS, OR OTHER WORK IN THE BUILDING PAD AREA. IT SHOULD BE NOTED THAT THE BUILDING PAD WILL BE CONSTRUCTED IN SEVERAL PHASES AND THAT CERTIFICATION WILL BE REQUIRED FOR EACH INDIVIDUAL PHASE. THE SECOND OF THE TWO REQUIRED DOCUMENTS SHALL BE A REPORT OF IN-PLACE DENSITY AND MOISTURE PREPARED BY THE CONSTRUCTION TESTING LABORATORY (CTL). THE DOCUMENT SHALL BE ISSUED TO THE WALMART CONSTRUCTION MANAGER AND CIVIL ENGINEERING CONSULTANT (CEC) WITHIN A MAXIMUM OF 2 BUSINESS DAYS AFTER THE SURVEY DOCUMENT REFERENCED IN NOTE Y HAS BEEN ISSUED. AT A MINIMUM, THE REPORT SHALL SPEAK TO THE MATERIALS UTILIZED; METHODS USED TO PLACE, MOISTURE -CONDITION AND COMPACT THE SOILS; IN-PLACE DENSITY (RELATIVE -COMPACTION) AND MOISTURE CONTENT ACHIEVED; AND WHETHER CONSTRUCTION WAS IN SUBSTANTIAL CONFORMANCE WITH THE CONTRACT DOCUMENTS. THE REPORT SHALL BE SIGNED AND SEALED BY THE CTL'S ENGINEER IN RESPONSIBLE CHARGE (REGISTERED IN CIVIL OR GEOTECHNICAL ENGINEERING IN THE STATE OF CALIFORNIA). NOTE TRENCHING FOR FOOTINGS OR ANY OTHER CONSTRUCTION IN THE BUILDING PAD AREA SHALL NOT COMMENCE UNTIL THE TWO OFFICIAL DOCUMENTS (SURVEY DOCUMENT AND SITE DEVELOPER'S CTL DOCUMENT) HAVE BEEN RECEIVED AND ACCEPTED BY THE CEC. CONTRACTOR SHALL ISSUE A FULL-SIZE DRAWING (30" X 42"), SHOWING THE CONTRACTOR'S PROPOSED EXCAVATION ELEVATIONS WITHIN THE OVERBUILD AREA. THE SITE DEVELOPER'S CTL AND CEC SHALL HAVE AMPLE TIME TO REVIEW THE DOCUMENT AND ASSESS CONFORMANCE WITH THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOT PROCEED WITH OVER -EXCAVATION UNTIL THE EXHIBIT IS APPROVED BY THE CEC. Z. PRECONSTRUCTION MEETINGS: THE CIVIL ENGINEERING CONSULTANT SHALL BE GIVEN 7 DAYS NOTICE TO ATTEND MEETINGS PRIOR TO THE BEGINNING OF EACH OF THE FOLLOWING PHASES OF CONSTRUCTION: GRADING, PAVING, OFF-SITE, CONCRETE SLABS ON GRADE. UTILITY NOTES (MARKET #3139 SITE) A. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. B. CONTRACTOR SHALL NOTIFY THE U1ILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. C. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN THE SPECIFICATIONS: ALL WATER LINES LESS THAN 3" SHALL BE PVC, ASTM D2241, WITH SDR21 RATING OR AN APPROVED EQUAL. ALL WATER LINES 3" AND LARGER SHALL BE PVC, AWWA C900 RATED DR18 (CLASS 150) OR AN APPROVED EQUAL. ALL WATER LINES SHALL HAVE 36" MINIMUM COVER AND TRACE WIRES INSTALLED PER WALMART SPECIFICATIONS. ALL SANITARY SEWER LINES SHALL BE PVC (SDR35) WITH 36" MINIMUM COVER AND TRACE WIRES INSTALLED PER WALMART SPECIFICATIONS. D. TRENCHES SHALL BE EXCAVATED TO PROVIDE A MINIMUM CLEARANCE OF 8 INCHES BETWEEN THE SIDEWALLS OF THE PIPE AND THE TRENCH, TO THE MINIMUM WIDTH NECESSARY TO PROPERLY PLACE AND COMPACT HUNCHING AND INITIAL BACKFILL MATERIALS, OR AS NECESSARY TO PROVIDE A TRENCH WIDTH THAT IS 12 INCHES GREATER THAN 1.25 TIMES THE OUTSIDE DIAMETER OF THE PIPE, WHICHEVER IS GREATER. E. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN SPECIFICATIONS. F. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). PLACE 10' CONCRETE ENCASEMENT FOR UTILITY CROSSINGS THAT ARE WITHIN 18" OF SEPARATION. G. CONTRACTOR SHALL MAINTAIN A MINIMUM COVER ON ALL WATERLINES. H. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). I. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. J. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. K. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. L. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. M. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. N. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF BAKERSFIELD WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 0. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. P. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR TO STORE POSSESSION. Q. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. R. UTILITIES SHOWN AS EXISTING IN PUBLIC R/W (WATER, SEWER, STORM) AND THE ROADWAYS THEMSELVES ARE NOT CONSTRUCTED AS OF THIS DATE. THIS INFRASTRUCTURE IS PROPOSED TO BE BUILT AS SHOWN (BY OTHERS) BUT MAY NOT ALL BE COMPLETED AT TIME OF MARKET #3139 CONSTRUCTION. S. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN. T. NOTE TO SPRINKLER CONTRACTOR: REFER TO THE ARCHITECTURAL PLAN SET, FIRE PROTEC11ON PLANS FOR FLOW AND PRESSURE DATA. U. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS. V. ALL U1ILITY DISCONNEC11ONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. W. CONSTRUCTION SHALL NOT START ON ANY PUBLIC U1ILITY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER. X. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS AND INFORM THE CIVIL ENGINEERING CONSULTANT AND THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. THE CIVIL ENGINEERING CONSULTANT AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. Y. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN SPECIFICATIONS: Z. ALL WATER LINE FITTINGS SHALL BE INSTALLED WITH THRUST BLOCKING PER STANDARD W-2 ON SHEET C-3.4 UNLESS WATER LINE IS OWNED BY THE CITY OF BAKERSFIELD. AA. ALL WATER LINE PIPE BEDDING SHALL BE INSTALLED PER DETAIL 6 ON SHEET C-3.5. AB. ALL SANITARY SEWER PIPE BEDDING SHALL BE INSTALLED PER DETAIL 6 ON SHEET C-3.5. AC. THE CONTRACTOR SHALL UNCOVER ALL EXISTING UTILITIES BEING CONNECTED INTO TO VERIFY THEIR LOCATION PRIOR TO THE CONSTRUCTION OF NEW UTILITIES. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES, SUCH AS BUT NOT LIMITED TO, SEWER, WATER, GAS, TELEPHONE, ELECTRICAL AND STRUCTURES PRIOR TO COMMENCEMENT OF CONSTRUCTION. AD. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY OF ALL BRACING, SHORING AND SHEETING PERFORMED DURING THE PROJECT. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON-SITE A SPECIAL PERMIT FROM CAL -OSHA FOR ALL U11LITY TRENCHES 5 FEET OR MORE IN DEPTH. AE. UNLESS DIRECTED OTHERWISE BY THE OWNER/CITY, THE CONTRACTOR SHALL MAINTAIN AS -BUILT DRAWINGS, INCLUDING ALL FIELD INVESTIGATION AND POTHOLED INFORMATION. AF. LOCATIONS OF THRUST BLOCKING FOR PRESSURE PIPING IS NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL INSTALL THRUST BLOCKING OR OTHER APPROVED RESTRAINING METHODS AT ALL VERTICAL AND HORIZONTAL ANGLE JOINTS AND ENDS. THRUST BLOCKS SHALL CONFORM TO MARKET #3139 PLANS AND SPECIFICATIONS, SEE STANDARD W-2 ON SHEET C-3.4 UNLESS WATER LINE IS OWNED BY THE CITY OF BAKERSFIELD. AG. THE CONTRACTOR SHALL MARK THE LOCATION OF ALL WATER AND SEWER SERVICES BY SCRIBING THE LETTER "W" OR "S" ON THE FACE OF CURB; LETTERS SHALL BE 2" HIGH, 1/8" DEEP. ADDITIONALLY, ALL UTILITY BOX LIDS SHALL BEAR THE WORDS "SEWER", "WATER", "ELECTRICAL", ETC. IN ACCORDANCE WITH THE TYPE OF UTILITY BEING INSTALLED. AH. ALL UTILITY MAINS AND SERVICE LINES SHALL BE KEPT IN CONSTANT SERVICE DURING THE CONSTRUCTION OF THE PROJECT, UNLESS APPROVED BY THE OWNER/CITY. AS -GRADED O QROFESS/ONq� h����J, .WHITj�� l C-051930 �l CA 1F0��\P - j FOUNDATION SUBSURFACE PREPARATION MARKET #3139 UPDATED FOUNDATION SUBSURFACE PREPARATION MARKET #3139 JOB #364-16, BAKERSFIELD, CALIFORNIA 12/23/14 UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND SHALL EXTEND LATERALLY A MINIMUM OF 5 FEET OUTSIDE THE BUILDING PERIMETERS AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER, TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, PORCHES, ACCESS RAMPS, STOOPS, TRUCK WELLS/DOCKS, ETC. THE BASE AND THE VAPOR BARRIER, WHERE REQUIRED, DO NOT EXTEND BETOND THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES. ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB AND AGGREGATE BASE, REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS, THE 4" THICK AGGREGATE BASE MATERIAL SHALL BE NON -RECYCLED AND COMPLY WITH CLASS 2 AGGREGATE BASE (AB) PER THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (SECTION 26-1.026). AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95 PERCENT IN ACCORDANCE WITH ASTM D1557 STANDARDS. DOCUMENTA11ON SHALL BE PROVIDED TO THE OWNER, AND CEC PRIOR TO DELIVERY OF THE AGGREGATE BASE TO THE SITE INDICATING THAT THE AGGREGATE BASE MEETS THE MATERIAL PROPERTY REQUIREMENTS OF THE APPLICABLE SPECIFICATION AND IS NON -RECYCLED. PAD PREPARATION - ALL WEATHER CONDITIONS: ALL TOPSOIL, VEGETATION, TREES, ORGANICS, AND DEBRIS SHALL BE REMOVED FROM THE AREAS TO BE GRADED. THE GENERAL DEPTH OF STRIPPING SHALL BE SUFFICIENTLY DEEP TO REMOVE THE ROOT SYSTEMS AND ORGANIC TOP SOILS. IF TREE ROOTS ARE ENCOUNTERED DURING OVER -EXCAVATION AND GRADING, THE ROOTS AND ALL ROOT SYSTEMS GREATER THAN ABOUT INCH IN DIAMETER SHALL BE REMOVED. THESE MATERIALS SHALL BE RAKED AND HAND-PICKED, AS NECESSARY, TO REMOVE TREE ROOTS LARGER THAN 9 INCH IN DIAMETER AND CONCENTRATED ROOT MASSES. ALL ROOTS LARGER THAN 9 INCH IN DIAMETER OR ANY ACCUMULATION OF ORGANIC MATTER THAT WILL RESULT IN AN ORGANIC CONTENT MORE THAN 3 PERCENT SHALL BE REMOVED AND NOT USED AS ENGINEERED FILL. THESE MATERIALS WILL NOT BE SUITABLE FOR USE AS ENGINEERED FILL. DEBRIS, IF ENCOUNTERED, SHALL BE COMPLETELY REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED FACILITY. ALL EXISTING SURFACE AND SUBSURFACE IMPROVEMENTS, SUCH AS UTILITIES, DEBRIS PITS, SEPTIC SYSTEMS, TRASH, (IF ENCOUNTERED) AND ASSOCIATED BACKFILL SHALLBE REMOVED AND THE EXCAVATIONS BACKFILLED WITH ENGINEERED FILL. TRASH, ORGANICS, DEBRIS, ETC SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. UNDERGROUND UTILITIES, IF ENCOUNTERED IN THE BUILDING PAD PREPARATION LIMITES, SHALL BE COMPLETELY REMOVED FROM THE SITE AND NOT CRUSHED AND BURIED IN-PLACE. FOLLOWING STRIPPING, THE BUILDING PAD SHALL BE PREPARED BY OVER -EXCAVATION TO A MINIMUM OF 4 FEET BELOW PRECONSTRUCTION SITE GRADES, TO A DEPTH OF AT LEAST 2 FEET BELOW BOTTOM OF NEW FOOTINGS (INCLUDING DEEPER EXCAVATIONS FOR THE LOADING DOKS WHERE DEEPER FOOTINGS ARE PLANNED), TO A DEPTH OF 1 FOOT BELOW EXISTING SUBSURFACE IMPROVEMENTS TO BE REMOVED (IF ANY), TO THE DEPTH REQUIRED TO REMOVE ALL ROOT STRUCTURES LARGER THAN INCH IN DIAMETER, WHICHEVER PROVIDES THE DEEPER FILL. THE OVER -EXCAVATION SHALL BE CONDUCTED THROUGHOUT THE FOOTPRINT OF THE BUILDING PAD AND OVERBUILD ZONE. SLOT CUTTING ONLY BELOW FOUNDATIONS WILL NOT BE ALLOWED. THE BOTTOM OF THE OVER -EXCAVATION SHALL BE NEARLY LEVEL BELOW THE ENTIRE BUILDING PAD. THE CONTRACTOR SHALL VERIFY IN WRITING TO THE OWNER AND CEC THAT THE HORIZONTAL AND VERTICAL OVER -EXCAVATION LIMITS FORE THE BUILDING PAD WERE COMPLETED IN CONFORMANCE WITH THIS FOUNDATION SUBSURFACE PREPARATION NOTE. THIS VERIFICATION SHALL BE PERFORMED BY A LICENSED SURVEYOR. THE VERIFICATION SHALL INCLUDE AN AS -BUILT SURVEY OF THE OVER -EXCAVATION LIMITS INCLUDING SURVEY DATA FROM A LICENSED SURVEYOR, DEMONSTRATING THAT THE HORIZONTAL AND VERTICAL OVER -EXCAVATION REQUIREMENTS HAVE BEEN ACHIEVED. UPON REVIEW OF THE SURVEY DATA AND APPROVAL OF THE OVER-ESCAVATION LIMITS BY THE CONSTRUCTION TESTING LABORATORY, THE EXPOSED NATIVE SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES, MOISTURE CONDITIONED AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D1557. ENGINEERED FILL SHALL BE PALCED IN ACCORDANCE WITH THE FOLLOWING: LOCATION WITH RESPECT TO BOTTOM OF SLAB ON GRADE MATERIAL TOP 4 INCHES (BELOW BOTTOM OF SLAB): AGGREGATE BASE (AB) BELOW 4 INCHES: SATISFACTORY ONSITE OR IMPORTED ENGINEERED FILL WITH A MAXIMUM ALLOWABLE PARTICLE SIZE OF 3 INCHES, LESS THAN 3 PERCENT ORGANICS RECYCLED MATERIALS (SUCH AS ASPHALTIC CONCRETE OR PORTLAND CEMENT CONCRETE) SHALL NOT BE USED IN ENGINEERED FILL WITH 5 FEET OF THE BUILDING PAD AND APPURTENANCES. PAD PREPARATION - WET WEATHER CONDITIONS: IF WET SOIL CONDITIONS ARE EXPEREIENCES DURING WET WEATHER CONDTITIONS, METHODS SUCH AS AERATION, MIXING WET SOILS WITH DRIER SOILS, CHEMICAL (I.E., CEMENT) TREATMENT OF THE SOIL, OR THE USE OF AGGREGATE BASE AND A GEOTEXTILE STABILIZATION FABRIC, MAY BE RQUIRED TO ACHIEVE A STABLE CONDITION. NO CHANGE ORDERS WILL BE ALLOWED FOR WET, UNSTABLE CONDITIONS. IMPORTED AND ON-SITE GRANULAR NON -EXPANSIVE FILL SOILS SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES (MEASURED LOOSE) IN THICKNESS AND COMPACTED TO AT LEAST 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) AT A MOISTURE CONTENT OF OPTIMUM MOISTURE TO 3 PERCENT ABOVE THE OPTIMUM MOISTURE, TO ACHIEVE A NON-TIELDING CONDITION DURING COMPACTION. ADDITIONAL LIFTS SHALL NOT BE PLACED IF THE REQUIRED DRY DENSITY IS NOT ACHIEVED OR THE SOIL CONDITIONS ARE UNSTABLE. IMPORT FILL SHALL MEET THE FOLLOWING REQUIREMENTS: PERCENT PASSING 3 -INCH SIEVE: 100 PERCENT PASSING NO. 4 SIEVE 85-100 PERCENT PASSING NO. 200 SIEVE 10-40 PLASTICITY INDEX LESS THAN 12 EXPANSION INDEX (ASTM D4829) LESS THAN 10 R -VALUE MINIMUM 40 ORGANICS < 3% BY WEIGHT SULFATES < 0.05% BY WEIGHT MIN. RESISTIVITY > 10,000 OHM -CM A MINIMUM OF 14 DAYS PRIOR TO IMPORTING FILL MATERIALS SUCH AS SOILS OR AGGREGATE BASE MATERIALS, THE CONTRACTOR SHALL SUBMIT A CERTIFICATION SIGNED BY A REGISTERED GEOLOGIST OR CIVIL ENGINEER WITH A MINIMUM OF FIVE (5) YEARS OF EXPERIENCE IN ENVIRONMENTAL SAMPLING AND TESTING OF SOILS (I.E., AN ENVIRONMENTAL SPECIALIST), WHICH STATES: 'TO THE BEST OF MY PERSONAL KNOWLEDGE, THE IMPORT MATERIAL HAS BEEN SAMPLED AND TESTED, IS NOT CONTAMINATED AND DOES NOT CONTAIN CONSTITUENTS AT CONCENTRATIONS THAT EXCEED REGULATORY ACTION LEVELS THAT WOULD BE CAUSE FOR REGULATORY ACTION IF BROUGHT TO THE ATTENTION OF THE REGULATORY AGENCY HAVING JURISDICTION." THE ENVIRONMENTAL SPECIALIST'S CERTIFICATION SHALL INCLUDE THE RATIONALE FOR THE TESTING PROTOCOL, THE PROCEDURES USED TO SAMPLE THE MATERIAL, THE QUANTITY OF MATERIAL TO BE IMPORTED TO THE SITE, SIGNED REPORTS FROM THE ANALYTICAL TESTING LABORATORY, CHAIN OF CUSTODY DOCUMENTS, AN ANALYSIS OF THE RESULTS OF THE TESTS RELATIVE TO APPLICABLE ACTION LEVELS IN THE STATE OF CALIFORNIA, AND THE METHODS THAT WILL BE USED TO ENSURE THAT THE MATERIAL DELIVERED AND INCORPORATED INTO THE PROJECT IS REPRESENTATIVE OF THE MATERIAL THAT WAS SAMPLED AND TESTED. AS A MINIMUM, THE SAMPLING FREQUENCY AND ANALYTICAL TESTING PROTOCOL SHALL COMPLY WITH THE PROCEDURES RECOMMENDED IN THE DEPARTMENT OF TOXIC SUBSTANCES CONTROL, `INFORMATION ADVISORY, CLEAN IMPORTED FILL MATERIAL," DATED OCTOBER 2001. IN LIEU OF SAMPLING AND TESTING AGGREGATE BASE (AND BEDDING SAND) MATERIALS FROM VIRGIN SAND AND GRAVEL SOURCES, A LETTER STATING THAT THE AGGREGATE BASE (OR BEDDING SAND) COMPRISES MATERIALS ENTIRELY FROM NATURAL (VIRGIN) SOURCES AND THAT THE AGGREGATE BASE IS NON -CONTAMINATED MAY BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF TRASH, DEBRIS, EXCESS SOIL, TRENCH SPOILS, ETC. THAT MUST BE EXPORTED FROM THE SITE. INDIVIDUALS, FACILITIES, AGENCIES, ETC. MAY REQUIRE ADDITIONAL ANALYTICAL TESTING AND OTHER ASSESSMENTS OF THESE MATERIALS TO DETERMINE IF THESE MATERIALS ARE ACCEPTABLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING THE TESTS, ASSESSMENTS, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS TO DISPOSE OF THESE MATERIALS IN ACCORDANCE WITH THE APPROPRIATE AGENCY REQUIREMENTS. THE BUILDING PAD SUBGRADE SURFACE AND EXPOSED SUBGRADE SOILS SHALL NOT BE ALLOWED TO DRY SUCH THAT THE MOISTURE CONTENT OF THE SOILS IS LESS THAN OPTIMUM MOISTURE CONTENT. THE EXPOSED SOILS SHALL BE CONTINUOUSLY MOISTENED TO MAINTAIN THE MOISTURE CONTENT ABOVE OPTIMUM UNTIL CONCRETE IS PLACED. THE CTL SHALL BE REQUESTED BY THE CONTRACTOR TO OBSERVE THE BOTTOMS AND SIDES OF THE FOUNDATION EXCAVATIONS AND EXPOSED SOILS TO VERIFY THAT THE EXPOSED SOILS ARE PROPERLY MOISTURE CONDITIONED. RECYCLED MATERIALS (SUCH AS PORTLAND CEMENT AND ASPHALT CONCRETE) SHALL NOT BE USED WITHIN THE BUILDING PAD AREA. THE FOUNDATION SYSTEM SHALL BE CONVENTIONAL SHALLOW SPREAD FOUNDATIONS AND SHALL INCLUDE CONTINUOUS FOOTINGS AROUND THE PERIMETER OF THE BUILDING. THE FOUNDA11ON SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER THE MARKET #3139 SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT PREPARED BY MOORE TWINING ASSOCIATES, INC., DATE NOTVEMBER 21, 2014 (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION). •l0) 0 ;. 0 U Q a 0 U N Q 0 0 a 0 z Q o uj cn 5 0 uj U z W N Q V) W 0 z w cn 5 w QROFESS/OHq \ G. WH T l F �s4 No. C-051930 \sr CIV1� �P q� OF m F - Z w CL 0 J LLJw a a w C) 0 N V) 0 U J W Z (/) w MSI m a aCm 0 00 ao M�1 E� 0 c� z F= V) z 0 U N NW O 0 W N Z r LLJ aLn om" N' � H Ln DESIGNER: 0$ CHECKED BY: DGW DATE: ULTJ DRAFTER MAA SCALE: 7� COMP. NO: 3641600 -GRD JOB NO.: 364-16-00 C-1.1 CD SHEET 0 1$ ^ 0 � w > u LI] LI] -� Z U / ►7� � a WvL"N z o O V)9MM �W^za w w Q�coco � z o W ,— U olej Z n N m w 3 m F - Z w CL 0 J LLJw a a w C) 0 N V) 0 U J W Z (/) w MSI m a aCm 0 00 ao M�1 E� 0 c� z F= V) z 0 U N NW O 0 W N Z r LLJ aLn om" N' � H Ln DESIGNER: JEM CHECKED BY: DGW DATE: 1/5/16 DRAFTER MAA SCALE: AS SHOWN COMP. NO: 3641600 -GRD JOB NO.: 364-16-00 C-1.1 SHEET 0 1$ W,2 10' PUE S45.40'1 BRIMHALL ROAD io BUILDING SETBACK REQUIREMENTS:. FRONT BUILDING SETBACK: 10' SIDE STREET BUILDING SETBACK AREA, STREET SIDES: 10' REAR SETBACK: 20' i.: m m U Lij `J Z O 0 U � Q d �/ u C/)VA 5. O U Z ^^ Q LI.] S N Q J 7LLI Z v � 'I") Q o� ^ Q p N O^ �m ^ Va� iN w � Zc O � y Z Q QM M J N W LIi � F W O N N O W � � U 00Y.IX W ^04 i 'Z 3 Z W S N Q H N Q W O Z . W N 5 w Lj o C5 z QROFESS/pH �WH/T��l� yc 0. C-051930 srq� �1 CA �F���\/ BUILDING SETBACK REQUIREMENTS:. FRONT BUILDING SETBACK: 10' SIDE STREET BUILDING SETBACK AREA, STREET SIDES: 10' REAR SETBACK: 20' U a a N w 0 CN V1 W I j m � � Z � U W O J W J U- m: ry W m Y a a � °° 0 �C N N� N AS -GRADED w o z oc r- °- QROF SS No. Ln 0 Z C-051930 z C:) * Q o 0 C/VIS ��, Ln q � CALIE�R� Ln C Ce r— C/5o Q Z�— I u5m m d4- O DESIGNER: JEM C) 0 NCHECKED BY: DGW O DATE: 1/5/16 d - DRAFTER MAA LC) GRAPHIC SCALE SCALE: AS SHOWN 40' 20' 0' 20' 40' COMP. NO: 3641600_GRD JOB NO.: 364-16-00 �— ( IN FEET) SHEET 1 inch = 40 ft. C_ 3 1.2 ?-/a7 OF 18 °- U Lij `J Z O ((rter� � � �/ u C/)VA 5. 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FS 363.00 F =o cQ I FS 363.00 I I I 'j �_ f- - - - - - I �- _' \ \ �_ \� ---- _�- BEGIN WALL CONSTRUCT 8 HIGH BLOCKWALL • - EXTENSION 1�'�`� (ADDITIONAL PERMIT REQUIRED �' TW = (370.11) .\ �� ^�• FOR WALLS) TW = 374.17 TW = 371.50 N rljo , ^ - TF = 364.83 f FG = 365.0 FG � 36'S�' ------ � - ----F6. = 0 _ FS 364.00 "� �_ - FS 364.40 365 -_._ �_ FS 365�i o ° 0 �- - 3 6 r ¢ ::` ,! , n ✓, TC 363,40 _� " € _. f , _._.. TC 363.68 //%/ W8 ' �, W TC 364.65 /' T 8 - W8 __ --FS 36 .9 Uv 2 0 1 h ---T£ 36-3 0 �Y 1 S 36 .21. -" TC' 362.67 a FS 363. 8 �. 364.15 . , h� £ .. 6 .50 h , 32 F 363.13 . .. - , , .. - � • .., .. .,-- 'tom � i -�' �- h ° _ ... ��(:/ --- --� GB h „ o N , - ,363.27 N - S 362 t7 ii r,` o A h N CV € _. % r N r 9 6 .63 // C32 , N h.,.F=362.77 �} / ./ _ ,, TC 362.$$ - 't h ' V TC 363.1 T 3 0 - a €., C36..6 „h 7 h FS 362,13 HP. �. 0: 25% h , n 3 2.38 „ ,. h , . ,. FS 6 £ 1 v.. FS 3 2.67 6 362.56 , " { 363 96 033.18 TC 363 21 ' � ' TC TC 364 08` B N � FS'`363 46 FS 363.58 N e AV O. V 0 0 0 0 FS 362.30 s� o /` TYPE THICKNESS ' ' %� ": '%%i/, ;' i 2.5" TYPE "B" ASPHALTIC CONCRETE/ " "; TW = 374.17 TF = 364.83 --F(; = 306.0 N 2.1k6c '3E 3E �Cr 1 W 'z -Co W s36 CONSTRUCT W HIGH BLOCKWALL LEGEND _W12— EXISTING WATER MAIN & SIZE _S12— EXISTING SANITARY SEWER PIPE & SIZE _D12— EXISTING STORM DRAIN PIPE & SIZE 71) EXISTING POWER POLE — T — EXISTING TELEPHONE LINE _0E— EXISTING OVERHEAD ELECTRICAL LINE --- EXISTING BURIED GAS PIPE --" - TV -- EXISTING BURIED CABLE TV EXISTING U1ILITY VAULT rG --.. _,. EXISTING TELEPHONE POLE w/GUY WIRE EXISTING STREET LIGHT EXISTING STORM DRAIN/SEWER MANHOLE EXISTING FENCELINE EXISTING FIRE HYDRANT WV EXISTING VALVE BOX EXISTING TOPO POINT EXISTING WATER METER K EXISTING GAS METER EXISTING SEWER CLEANOUT (303)----- EXISTING CONTOUR W/ELEVATION 303 -� FINISH GROUND CONTOUR W/ELEVATION SITE BOUNDARY — S6 NEW SANITARY SEWER LINE & SIZE — W8 — NEW WATER LINE & SIZE — D12 NEW STORM DRAIN LINE & SIZE ■ ■ MARKET #3139 BOUNDARY — — — — GRADE BREAK ❑O NEW SYPHONIC MANHOLE NEW CATCH BASIN PER DET 7 ON SHEET C-3.5 aNEW STORM DRAIN/SEWER MANHOLE NEW STORM DRAIN CLEAN-OUT ii NEW FIRE HYDRANT ® NEW WATER VALVE NEW GARDEN CENTER UTILITY BOLLARD ❑� INSTALL C.O.B. TYPE "A" CATCH BASIN WM NEW WATER METER FS 305.50 = PROPOSED GRADE ELEVATION 2.0% - = PROPOSED GRADIENT FL = FLOWLINE FS = FINISHED SURFACE FF = FINISHED FLOOR FG = FINISHED GRADE FP = FINISHED PAD INV = INVERT OF PIPE TC = TOP OF CONCRETE TG = TOP OF GRATE TP = TOP OF PAVEMENT GB = GRADE BREAK LS = LANDSCAPE C.O.B. = CITY OF BAKERSFIELD K.C.D.S= KERN COUNTY DEV. STD. Know Know what's below. Call before you dig. CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION DETAIL "A" BLOCK WALL PAVING LEGEND TYPE THICKNESS STD. DUTY ASPHALT 2.5" TYPE "B" ASPHALTIC CONCRETE/ U 4.0" AGGREGATE BASE '�%'� 12.0" COMPACTED SUBGRADE STD. DUTY ASPHALT 3" TYPE "B" ASPHALTIC CONCRETE/ 6.5" AGGREGATE BASE (MARKET SITE (#) 12.0" COMPACTED SUBGRADE 4.0 TYPE B ASPHALTIC CONCRETE/ HEAVY DUTY ASPHALT 5.0"AGGREGATE BASE 0 12.0" COMPACTED SUBGRADE ° a 6.5" P.C. CONCRETE/ �. HEAVY DUTY CONCRETE 6.0" AGGREGATE BASE/ 11A.�a >- 24.0 COMPACTED SUBGRADE ASPHALTIC CONCRETE COMPACTED TO A AVERAGE RELATIVE COMPACTION OF 93 PERCENT, WITH NO SINGLE TEST VALUE BEING BELOW A RELATIVE COMPACTION OF 91 PERCENT AND NO SINGLE TEST VALUE BEING ABOVE A RELATIVE COMPACTION OF 97 PERCENT OF THE REFERENCED LABORATORY DENSITY ACCORDING TO AASHTO T209 OR ASTM D2041. PORTLAND CEMENT CONCRETE (MINIMUM MODULUS OF RUPTURE=550 PSI, 28 -DAY COMPRESSIVE STRENGTH OF 3,500 PSI) AGGREGATE BASE COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION (ASTM D1557) SUBGRADE SOILS COMPACTION - SUBGRADE COMPAC11ON VARIES DEPENDING UPON THE GEOTECH REPORT. REFER TO THE MOORE TWINNING REPORT FOR THE MARKET #3139 REQUIREMENTS AND THE KRAZAN REPORT FOR THE BALANCE OF THE SITE. AS -GRADED 3a�17 QROF W HIjT� Fyc No. C-051930 sp C/VIS �P q� OF CAL1F00_ 0 U Q a 0 C.> x N a 0 0 ¢ 0 z Q o Uj C x N U o z w x N 1� V) a w F_ 0 z w V) 5 w 0 0 M eROFESS/ON � y No. ;0 C-051930 \T9� 0r CAI.\FO��\/ r En Z Lil 0 J w wl DI U a E� w 0 E `4� CV � Q � U J W a LL. z cn �w M Y M Q aC) 0 �06 06 E� N y N O W N � CL � zz cn cri � un p NOZ� � aP U� DESIGNER: N CHECKED BY. DATE: DRAFTER GRAPHIC SCALE SCALE: 20' 10' 0' 10' 20' COMP. NO: -= JOB NO.: ( IN FEET) 1 inch = 20 ft. C-2. .5. � � - a;z JEM DGW 1/5/16 MAA AS SHOWN 3641600 -GRD 364-16-00 SHEET 7 OF 18 U LIJ u 0 z l ., >- ,-, 0 - > ry V) o Q LI] J jTLL�] 7-0 / Q U 7 C 0 0 C',``'U �+0' z eLLJ a: � �.. z `o Ld C 7 U r TWI pp NmF ^ W 3 r En Z Lil 0 J w wl DI U a E� w 0 E `4� CV � Q � U J W a LL. z cn �w M Y M Q aC) 0 �06 06 E� N y N O W N � CL � zz cn cri � un p NOZ� � aP U� DESIGNER: N CHECKED BY. DATE: DRAFTER GRAPHIC SCALE SCALE: 20' 10' 0' 10' 20' COMP. NO: -= JOB NO.: ( IN FEET) 1 inch = 20 ft. C-2. .5. � � - a;z JEM DGW 1/5/16 MAA AS SHOWN 3641600 -GRD 364-16-00 SHEET 7 OF 18 ;.. C 362,3 r TC' 3.6 .73,..,, TC"36.2:50FS..362.L3 FS '36 ,25,, i �►� 4 SEE SHEET C 2.0 Tc 3�3. , MATCHLINE � /FS '362.90,. T 63,1/ ar' a �� �/. J T 3.2 . o ; . 62.6 .7 . FSr36 .43 1.56% 2 FS 3G.40, r TC ,363:10 --- TC 362.97 FS 362.0" " I\ rFS 362 47: FS X62.53 " I TC . 363.13 "/ I511 X ° FS 362.6,3 % FS 363.20 TQ� 63.32 2Q '~ " 0.97% TC8� 15 a , FS 62. 2.. " " TC 363. 3,6 5 I 4 x ° FS 362.70 "` TC 363.00 I , OR TC .363.16 \ FS 363.00 I o "'` " FS 363.50 FS 363.50-009 ° °. a ■ S 0 ■ ■ 6 FS 362.75 1.50% FINISH PAD FS 363.50 5% ea LIMIT / W F 62.7 a ° FS 3oo OVER -BUILD LINE FOR FIVE (5) FOOToo .37 PAD PREPARATION LIMITS. / }REFER TO FOUNDATION SUBSURFACEolo FS 363.38ml o PREPARATION NOTE FOR "' SPECIFIC REQUIREMENTS °° °° o � o0 a .1. FS 36,139 0° ° 9 % °° 0 / FS 363.50 0° °o .7 0o o 4 362.6 r rc zaz r1n n f - -JIGS- - Z) 10 - ��� ��FS 364.00 BRIMHALL ROAD JIO S18_Si, L - - Og' _S18- - S1 - - PAVING LEGEND TYPE THICKNESS ' % STD. DUTY ASPHALT 2.5" TYPE "B" ASPHALTIC CONCRETE/ 4.0" AGGREGATE BASE f 12.0 COMPACTED SUBGRADE ' T STD. DUTY ASPHALT 3" TYPE "B" ASPHALTIC CONCRETE/ 6.5" AGGREGATE BASE / (MARKET #3139 SITE) 12.0" COMPACTED SUBGRADE / " O 4.0" TYPE "B" ASPHALTIC CONCRETE/ CHECKED BY: HEAVY DUTY ASPHALT 5.0" AGGREGATE BASE 0 12.0 COMPACTED SUBGRADE w 6.5" P.C. CONCRETE/ a HEAVY DUTY CONCRETE 6.0" AGGREGATE BASE/ fH MAA 24.0" COMPACTED SUBGRADE ASPHALTIC CONCRETE COMPACTED TO A AVERAGE RELATIVE COMPACTION OF 93 PERCENT, WITH NO SINGLE TEST VALUE BEING BELOW A RELATIVE COMPACTION OF 91 PERCENT AND NO SINGLE TEST VALUE BEING ABOVE A RELATIVE COMPACTION OF 97 PERCENT OF THE REFERENCED LABORATORY DENSITY ACCORDING TO AASHTO T209 OR ASTM D2041. PORTLAND CEMENT CONCRETE (MINIMUM MODULUS OF RUPTURE=550 PSI, 28 -DAY COMPRESSIVE STRENGTH OF 3,500 PSI) AGGREGATE BASE COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPAC110N (ASTM D1557) SUBGRADE SOILS COMPAC11ON - SUBGRADE COMPACTION VARIES DEPENDING UPON THE GEOTECH REPORT. REFER TO THE MOORE TWINNING REPORT FOR THE MARKET #3139 REQUIREMENTS AND THE KRAZAN REPORT FOR THE BALANCE OF THE SITE. o0° o ° r' 363.26 00 F 363.26 ° FS 363.50 ° 363.25 0 0 ° ° 363.25 r Kc`o' 0{•� '� i 5 i C .2 __ _ ,0 11. f-- 77 �_7� >t UQ'' F C)UCiI 1 q TC 363.49 o FS 362.99 c y. TC 363.55 FS 363.05°Jlo TC 3C> 63:39 FS 362,89'-"1__1' 5: " TC'363.32 r FS 362.82 ;' r 1 f / OOU°o° ./ CAV Know what's below. Call before you dig. CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTIUTIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION 0.TC, 363.26 i3.2 OUJi O o 9.76 ►2.7 LTJ �JU� 0 DESIGNER: 0° O CHECKED BY: DGW " 0 w ►� 000 o OUO ;d - o' o U fH MAA cn U .d' � UQ.p - COMP. NO: 0110 n GRAPHIC SCALE I- p'oo 0 0 Ln o°o 0 J z (T � oo� o O0o " 500 , 30� b a ^U ` r / n 1 oU0 ° '' I ob, `3'° Of eF V r�/L� 33. O N 2,8 ." aU .., ..., 000 " w °0 aN�� z �`"• 0 E05, CD U coi � v. r"✓ z3 o X62.26 ,FS" F§ 362.23 59 0 i 09 362.56 OUOU 362.06 I TC 362 I T, 1 ENLARGED PLAN Scale: 1":10' LEGEND _W12- EXISTING WATER MAIN & SIZE _S12- EXISTING SANITARY SEWER PIPE & SIZE ----- D12 -- EXISTING STORM DRAIN PIPE & SIZE 1-ClEXISTING POWER POLE ----- T --------- EXISTING TELEPHONE LINE _0E- EXISTING OVERHEAD ELECTRICAL LINE ----- G --- EXISTING BURIED GAS PIPE -TV - EXISTING BURIED CABLE TV <i EXISTING UTILITY VAULT _._....�__ EXISTING TELEPHONE POLE w/GUY WIRE EXISTING STREET LIGHT EXISTING STORM DRAIN/SEWER MANHOLE -- -- EXISTING FENCELINE EXISTING FIRE HYDRANT IRV EXISTING VALVE BOX EXISTING TOPO POINT l�yE EXISTING WATER METER GM EXISTING GAS METER If, 31111 EXISTING SEWER CLEANOUT (303) EXISTING CONTOUR W/ELEVATION /- 303 -� FINISH GROUND CONTOUR W/ELEVATION SITE BOUNDARY - S6 - NEW. SANITARY SEWER LINE & SIZE - W8 - NEW WATER LINE & SIZE - D12 - NEW STORM DRAIN LINE & SIZE ■ ■ MARKET #3139 BOUNDARY - - GRADE BREAK NEW SYPHONIC MANHOLE NEW CATCH BASIN PER DET 7 ON SHEET C-3.5 NEW STORM DRAIN/SEWER MANHOLE NEW STORM DRAIN CLEAN-OUT ii NEW FIRE HYDRANT ® NEW WATER VALVE NEW GARDEN CENTER UTILITY BOLLARD q INSTALL C.O.B. TYPE "A" CATCH BASIN WM NEW WATER METER FS 305.50 = PROPOSED GRADE ELEVATION 2'0% , = PROPOSED GRADIENT FL = FLOWLINE FS = FINISHED SURFACE FF = FINISHED FLOOR FG = FINISHED GRADE FP = FINISHED PAD INV = INVERT OF PIPE TC = TOP OF CONCRETE TG = TOP OF GRATE TP = TOP OF PAVEMENT GB = GRADE BREAK LS = LANDSCAPE C.O.B. = CITY OF BAKERSFIELD K.C.D.S= KERN COUNTY DEV. STD. AS -GRADED QROFESS/OH WH/TjAF,� yc Wow ?°� No. C-051930 CIVIL OF CAO 7 ;g I M m D a 0 0 Z QROFESS/0Nq .W yc/ No. C-051930 \sr 0101 �P � OF CA►.WO�� m z L.LJ 0 J LLJw m U a n F� W -.44- C:) zlim CV V) Q u ,= U UjJ Q L.L_ 2 N W � Y m Q m O V1 0 0 C10 E., [V N J U 0 z F= - J Cn z 0 U N Q d NM�� D N O Z� a QPLn o� U a ,, LTJ �JU� 0 DESIGNER: JEM O CHECKED BY: DGW O 0 w ►� 1/5/16 ;d - fH MAA cn U u AS SHOWN - COMP. NO: 3641600 -GRD GRAPHIC SCALE I- Lij J 364-16-00 SHEET J z (T � �• z O _•/J 7/ V Q U I Of eF C' r�/L� O N W V N M �O U w aN�� z 0 E05, CD U o Ne C4 mk'� z3 LLJ ar m z L.LJ 0 J LLJw m U a n F� W -.44- C:) zlim CV V) Q u ,= U UjJ Q L.L_ 2 N W � Y m Q m O V1 0 0 C10 E., [V N J U 0 z F= - J Cn z 0 U N Q d NM�� D N O Z� a QPLn o� U a 0 DESIGNER: JEM O CHECKED BY: DGW O O DATE: 1/5/16 ;d - DRAFTER MAA SCALE: AS SHOWN - COMP. NO: 3641600 -GRD GRAPHIC SCALE I- 20' 10' 0' 10' 20' JOB NO.: 364-16-00 SHEET (IN FEET)(�_ �• 8 W 1 inch = 20 ft. V OF 18 I TC,36 FS 361 T /F i ,TC' 2. S,. / 2. TC,36 0 54 'FS' 362:40 0,4' N .26 )9` E9 " O,. W >3.(�j�, W a2� F' W W ■ Cn Elm FS 362.55 FS 1 362.70 TC 363.1 6 FS 362.60 TC .363. TC"'363.07 -, ' 0. FS 362. v11.nuL_u i nu R PAD ---, 364.50 o o o TRANSFORMER PAD ELEV. 364.5 0 0 o 0o° - S' G -363- 101MIlyll<<AImM0�121 NJ I rnrAin _W12- -m EXISTING WATER MAIN & SIZE _S12- EXISTING SANITARY SEWER PIPE & SIZE _D12- EXISTING STORM DRAIN PIPE & SIZE C-cb EXISTING POWER POLE -- - T - EXISTING TELEPHONE LINE --._CF"------ EXISTING OVERHEAD ELECTRICAL LINE C "--- EXISTING BURIED GAS PIPE Til - EXISTING BURIED CABLE TV E EXISTING UTILITY VAULT EXISTING TELEPHONE POLE w/GUY WIRE EXISTING STREET LIGHT EXISTING STORM DRAIN/SEWER MANHOLE EXISTING FENCELINE EXISTING FIRE HYDRANT EXISTING VALVE BOX J EXISTING TOPO POINT EXISTING WATER METER EXISTING GAS METER EXISTING SEWER CLEANOUT (303)-� EXISTING CONTOUR W/ELEVATION 303 FINISH GROUND CONTOUR W/ELEVATION SITE BOUNDARY - S6 - NEW SANITARY SEWER LINE & SIZE - W8 - NEW WATER LINE & SIZE - D12 - NEW STORM DRAIN LINE & SIZE ■ ■ MARKET #3139 BOUNDARY - - - GRADE BREAK ❑O NEW SYPHONIC MANHOLE a NEW CATCH BASIN PER DET 7 ON SHEET C-3.5 NEW STORM DRAIN/SEWER MANHOLE NEW STORM DRAIN CLEAN-OUT NEW FIRE HYDRANT ® NEW WATER VALVE NEW GARDEN CENTER UTILITY BOLLARD INSTALL C.O.B. TYPE "A" CATCH BASIN WM NEW WATER METER FS 305.50 = PROPOSED GRADE ELEVATION 2.0%_._ = PROPOSED GRADIENT FL = FLOWLINE FS = FINISHED SURFACE FF = FINISHED FLOOR FG = FINISHED GRADE FP = FINISHED PAD INV = INVERT OF PIPE TC = TOP OF CONCRETE TG = TOP OF GRATE TP = TOP OF PAVEMENT GB = GRADE BREAK LS = LANDSCAPE C.O.B. = CITY OF BAKERSFIELD K.C.D.S= KERN COUNTY DEV. STD. PAVING LEGEND 361.29 S 36@.79, 362.30 361.80 "' .24 TC 36 .31" " .87 J ).74 , FS- 36 FS 36181, 3" TYPE "B" ASPHALTIC CONCRETE/ 6.5" AGGREGATE BASE (MARKET #3139 SITE) 12.0" COMPACTED SUBGRADE 4.0" TYPE "B" ASPHALTIC CONCRETE/ 38J 5.0" AGGREGATE BASE ,TC' 2. S,. / 2. TC,36 0 54 'FS' 362:40 0,4' N .26 )9` E9 " O,. W >3.(�j�, W a2� F' W W ■ Cn Elm FS 362.55 FS 1 362.70 TC 363.1 6 FS 362.60 TC .363. TC"'363.07 -, ' 0. FS 362. v11.nuL_u i nu R PAD ---, 364.50 o o o TRANSFORMER PAD ELEV. 364.5 0 0 o 0o° - S' G -363- 101MIlyll<<AImM0�121 NJ I rnrAin _W12- -m EXISTING WATER MAIN & SIZE _S12- EXISTING SANITARY SEWER PIPE & SIZE _D12- EXISTING STORM DRAIN PIPE & SIZE C-cb EXISTING POWER POLE -- - T - EXISTING TELEPHONE LINE --._CF"------ EXISTING OVERHEAD ELECTRICAL LINE C "--- EXISTING BURIED GAS PIPE Til - EXISTING BURIED CABLE TV E EXISTING UTILITY VAULT EXISTING TELEPHONE POLE w/GUY WIRE EXISTING STREET LIGHT EXISTING STORM DRAIN/SEWER MANHOLE EXISTING FENCELINE EXISTING FIRE HYDRANT EXISTING VALVE BOX J EXISTING TOPO POINT EXISTING WATER METER EXISTING GAS METER EXISTING SEWER CLEANOUT (303)-� EXISTING CONTOUR W/ELEVATION 303 FINISH GROUND CONTOUR W/ELEVATION SITE BOUNDARY - S6 - NEW SANITARY SEWER LINE & SIZE - W8 - NEW WATER LINE & SIZE - D12 - NEW STORM DRAIN LINE & SIZE ■ ■ MARKET #3139 BOUNDARY - - - GRADE BREAK ❑O NEW SYPHONIC MANHOLE a NEW CATCH BASIN PER DET 7 ON SHEET C-3.5 NEW STORM DRAIN/SEWER MANHOLE NEW STORM DRAIN CLEAN-OUT NEW FIRE HYDRANT ® NEW WATER VALVE NEW GARDEN CENTER UTILITY BOLLARD INSTALL C.O.B. TYPE "A" CATCH BASIN WM NEW WATER METER FS 305.50 = PROPOSED GRADE ELEVATION 2.0%_._ = PROPOSED GRADIENT FL = FLOWLINE FS = FINISHED SURFACE FF = FINISHED FLOOR FG = FINISHED GRADE FP = FINISHED PAD INV = INVERT OF PIPE TC = TOP OF CONCRETE TG = TOP OF GRATE TP = TOP OF PAVEMENT GB = GRADE BREAK LS = LANDSCAPE C.O.B. = CITY OF BAKERSFIELD K.C.D.S= KERN COUNTY DEV. STD. PAVING LEGEND 361.29 S 36@.79, STD. DUTY ASPHALT .24 , TC -"36 .87 J ).74 , FS- 36 1..3" 3" TYPE "B" ASPHALTIC CONCRETE/ 6.5" AGGREGATE BASE (MARKET #3139 SITE) 12.0" COMPACTED SUBGRADE 4.0" TYPE "B" ASPHALTIC CONCRETE/ HEAVY DUTY ASPHALT 5.0" AGGREGATE BASE 12.0" COMPACTED SUBGRADE Y 41'' TC3 6.5" P.C. CONCRETE/ ).9.1 " " FS 3 1,"" 24.0 COMPACTED SUBGRADE 1'."7 7% OF 97 PERCENT OF THE REFERENCED LABORATORY DENSITY ACCORDING TO AASHTO T209 OR ASTM D2041. " 361.4 MODULUS OF RUPTURE=550 PSI, 28 -DAY COMPRESSIVE STRENGTH OF 3,500 PSI) 36.5 SUBGRADE SOILS COMPACTION - SUBGRADE COMPACTION VARIES DEPENDING UPON THE GEOTECH REPORT. REFER TO THE MOORE TWINNING REPORT FOR THE MARKET #3139 REQUIREMENTS AND THE KRAZAN REPORT FOR THE BALANCE OF THE ' Fr' zF n7 ,TC' 2. S,. / 2. TC,36 0 54 'FS' 362:40 0,4' N .26 )9` E9 " O,. W >3.(�j�, W a2� F' W W ■ Cn Elm FS 362.55 FS 1 362.70 TC 363.1 6 FS 362.60 TC .363. TC"'363.07 -, ' 0. FS 362. v11.nuL_u i nu R PAD ---, 364.50 o o o TRANSFORMER PAD ELEV. 364.5 0 0 o 0o° - S' G -363- 101MIlyll<<AImM0�121 NJ I rnrAin _W12- -m EXISTING WATER MAIN & SIZE _S12- EXISTING SANITARY SEWER PIPE & SIZE _D12- EXISTING STORM DRAIN PIPE & SIZE C-cb EXISTING POWER POLE -- - T - EXISTING TELEPHONE LINE --._CF"------ EXISTING OVERHEAD ELECTRICAL LINE C "--- EXISTING BURIED GAS PIPE Til - EXISTING BURIED CABLE TV E EXISTING UTILITY VAULT EXISTING TELEPHONE POLE w/GUY WIRE EXISTING STREET LIGHT EXISTING STORM DRAIN/SEWER MANHOLE EXISTING FENCELINE EXISTING FIRE HYDRANT EXISTING VALVE BOX J EXISTING TOPO POINT EXISTING WATER METER EXISTING GAS METER EXISTING SEWER CLEANOUT (303)-� EXISTING CONTOUR W/ELEVATION 303 FINISH GROUND CONTOUR W/ELEVATION SITE BOUNDARY - S6 - NEW SANITARY SEWER LINE & SIZE - W8 - NEW WATER LINE & SIZE - D12 - NEW STORM DRAIN LINE & SIZE ■ ■ MARKET #3139 BOUNDARY - - - GRADE BREAK ❑O NEW SYPHONIC MANHOLE a NEW CATCH BASIN PER DET 7 ON SHEET C-3.5 NEW STORM DRAIN/SEWER MANHOLE NEW STORM DRAIN CLEAN-OUT NEW FIRE HYDRANT ® NEW WATER VALVE NEW GARDEN CENTER UTILITY BOLLARD INSTALL C.O.B. TYPE "A" CATCH BASIN WM NEW WATER METER FS 305.50 = PROPOSED GRADE ELEVATION 2.0%_._ = PROPOSED GRADIENT FL = FLOWLINE FS = FINISHED SURFACE FF = FINISHED FLOOR FG = FINISHED GRADE FP = FINISHED PAD INV = INVERT OF PIPE TC = TOP OF CONCRETE TG = TOP OF GRATE TP = TOP OF PAVEMENT GB = GRADE BREAK LS = LANDSCAPE C.O.B. = CITY OF BAKERSFIELD K.C.D.S= KERN COUNTY DEV. STD. Know what's below. Call before you dig. CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION AS -GRADED QROFESS/ONq .W H rel yy No. C-051930 sj CIVIL �P is 0 U Q a m 0 U LLJx N a 0 0 a 0 z Q C:) w � z W x N V) Q w 0 z w V) 5 w Ckf roz QROFESS /ONq WH \������G. �TT�yti No. C-051930 �k �r \sr CIV1� �P q OF CALkFO��/ PAVING LEGEND TYPE THICKNESS STD. DUTY ASPHALT 2.5" TYPE „B" ASPHALTIC CONCRETE/ ' 4.0 AGGREGATE BASE 12.0" COMPACTED SUBGRADE STD. DUTY ASPHALT 3" TYPE "B" ASPHALTIC CONCRETE/ 6.5" AGGREGATE BASE (MARKET #3139 SITE) 12.0" COMPACTED SUBGRADE 4.0" TYPE "B" ASPHALTIC CONCRETE/ HEAVY DUTY ASPHALT 5.0" AGGREGATE BASE 12.0" COMPACTED SUBGRADE 6.5" P.C. CONCRETE/ HEAVY DUTY CONCRETE 6.0" AGGREGATE BASE/ 24.0 COMPACTED SUBGRADE ASPHALTIC CONCRETE COMPACTED TO A AVERAGE RELATIVE COMPACTION OF 93 PERCENT, WITH NO SINGLE TEST VALUE BEING BELOW A RELATIVE COMPACTION OF 91 PERCENT AND NO SINGLE TEST VALUE BEING ABOVE A RELATIVE COMPACTION OF 97 PERCENT OF THE REFERENCED LABORATORY DENSITY ACCORDING TO AASHTO T209 OR ASTM D2041. PORTLAND CEMENT CONCRETE (MINIMUM MODULUS OF RUPTURE=550 PSI, 28 -DAY COMPRESSIVE STRENGTH OF 3,500 PSI) AGGREGATE BASE COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION (ASTM D1557) SUBGRADE SOILS COMPACTION - SUBGRADE COMPACTION VARIES DEPENDING UPON THE GEOTECH REPORT. REFER TO THE MOORE TWINNING REPORT FOR THE MARKET #3139 REQUIREMENTS AND THE KRAZAN REPORT FOR THE BALANCE OF THE SITE. Know what's below. Call before you dig. CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION AS -GRADED QROFESS/ONq .W H rel yy No. C-051930 sj CIVIL �P is 0 U Q a m 0 U LLJx N a 0 0 a 0 z Q C:) w � z W x N V) Q w 0 z w V) 5 w Ckf roz QROFESS /ONq WH \������G. �TT�yti No. C-051930 �k �r \sr CIV1� �P q OF CALkFO��/ 5- m I - Z W O J LLJW M U a N w ` 0 N V1 H j Z U) Q 0 U ~ CY- J W 2 V) W �l Q o, C 0 �00 N y N O W N � r CL Q dCL ZZ Ln 0 I- CD F apa U � a DESIGNER: N CHECKED BY: DATE: DRAFTER SCALE: GRAPHIC SCALE 20' 10' 0' 10' 20' COMP. NO: JOB NO.: ( IN FEET) 1 inch = 20 ft. C-2.3 .S 0,j ma J _> U 0 z J cn z 0 U JEM DGW 1/5/16 MAA AS'SHOWN 3641600_GRD 364-16-00 SHEET 9 OF 18 0 U LTJ 0 > U `) 0 Q L11 Z / � Q U CD ^� n F- Q Z 00 c W U N N M M 1 y U pp N W �-•� w N le z wLLJ`�� U Lij oa�Q Z 3 amk' W 3 5- m I - Z W O J LLJW M U a N w ` 0 N V1 H j Z U) Q 0 U ~ CY- J W 2 V) W �l Q o, C 0 �00 N y N O W N � r CL Q dCL ZZ Ln 0 I- CD F apa U � a DESIGNER: N CHECKED BY: DATE: DRAFTER SCALE: GRAPHIC SCALE 20' 10' 0' 10' 20' COMP. NO: JOB NO.: ( IN FEET) 1 inch = 20 ft. C-2.3 .S 0,j ma J _> U 0 z J cn z 0 U JEM DGW 1/5/16 MAA AS'SHOWN 3641600_GRD 364-16-00 SHEET 9 OF 18 I/ FINISHED FLOOR= 363.50' I / 00 I 3 / /-/ I N INLET, TG=361.53 w2 18" INV.=355.70 S - Je' � I�I i� I �6 I I LI II INSTALL 10 18" SD 0 0.13% w3 II 1' \ I 00 \ _ INLET. TG=361.50 II 18" INV. =355.57 N/S \ 1 ws I - - I I INSTALL 220.25 LF OF II 18" SD 0 0.12% I L it I I W I II s I SYPHONIC MANHOLE, RIM=362.99 18" INV.=358.50 SW 11 044 INLET, TG=361.30 18" INV.=356.30 SE I . 0 5 Ht\N NNF\N NNVN ® a <= co cn 1005� 00 .....i v a w INLET, TG=361.20 18" INV.=355.30 E 18" INV.=355.20 NW 24" INV.=355.20 S O u 5 °e FINISHED FLOOR= r:3 363.50'00:.. I ® ® NVA e e k 0) QED VAN INSTALL 129.63 LF OF 18" SD 0 0.46% INLET, TG=361.20 18" INV.=355.70 NW/SE INSTALL 58.43 LF OF 18" SD 0 0.86% INSTALL 128.91 LF OF 24" SD 0 0.31 % G FINISHED PAD= 365.50' \ I I I I I I I � 0 I I i W8 I (I � I I� I I I II I � I I FINISHED PAD= \ I 365.50' \ � II I II I I F�) INSTALL 205.95 LF OF 18" SD 0 0.83% p (� D184:!! II\1 D18 ll �5U D18 \ CAV CAV ■■��■■�■■�■■■ O ° INLET, TG=360.80 D 24" INV.=354.80 N/S 4 ■ ■ � `� `� 5 O O \ oDo 10* 1 Al; , ■ �:�I Ilial MEN 0 � J ® ® ® VAN ® C4 INSTALL 128 LF OF 24" SD 0 0.16% I II � N ® oo� N IR IF np O o ■ 18" SD 0 0.13% w3 II 1' \ I 00 \ _ INLET. TG=361.50 II 18" INV. =355.57 N/S \ 1 ws I - - I I INSTALL 220.25 LF OF II 18" SD 0 0.12% I L it I I W I II s I SYPHONIC MANHOLE, RIM=362.99 18" INV.=358.50 SW 11 044 INLET, TG=361.30 18" INV.=356.30 SE I . 0 5 Ht\N NNF\N NNVN ® a <= co cn 1005� 00 .....i v a w INLET, TG=361.20 18" INV.=355.30 E 18" INV.=355.20 NW 24" INV.=355.20 S O u 5 °e FINISHED FLOOR= r:3 363.50'00:.. I ® ® NVA e e k 0) QED VAN INSTALL 129.63 LF OF 18" SD 0 0.46% INLET, TG=361.20 18" INV.=355.70 NW/SE INSTALL 58.43 LF OF 18" SD 0 0.86% INSTALL 128.91 LF OF 24" SD 0 0.31 % G FINISHED PAD= 365.50' \ I I I I I I I � 0 I I i W8 I (I � I I� I I I II I � I I FINISHED PAD= \ I 365.50' \ � II I II I I F�) INSTALL 205.95 LF OF 18" SD 0 0.83% p (� D184:!! II\1 D18 ll �5U D18 \ CAV CAV ■■��■■�■■�■■■ O ° INLET, TG=360.80 D 24" INV.=354.80 N/S 4 ■ ■ � `� `� 5 O O \ oDo 10* 1 Al; , ■ �:�I Ilial MEN 0 � J ® ® ® VAN ® C4 INSTALL 128 LF OF 24" SD 0 0.16% I II � N ® oo� N I O o ■ W N � INSTALL 130.95 LF I\_ a- V)m�„ zona OF 6" SD 0 1.25% O II V) INSTALL 45 LFCAv CAv INLET. TG=360.60 SDMH. RIM=362.36 II Q � " OF 18 SD 0 0.44% �-� I 24 INV.=354.60 N/S N 18" INV.=358.30 NEf�♦ Cl - FINISHED FLOOR= F= ❑ DESIGNER: JEM CHECKED BY: INSTALL 6"x4" WYE 5 (�■ DATE: 10" INV.=355.30E 355 30 N S 1/5/16 363.50 MAA SCALE: V 6" INV.=356.09 NO: INLET, FL=363.52 18" INV.=357.00 W FINISHED PAD= 364.65' 18" INV.- / IIIIHI ��■■�■■�■■��■■ 2 INSTALL 16.14 LF INSTALL 7 LF OF INSTALL 57 LF OF 10" SD 0 22.8% 4" SD 0 45% SDCO. RIM=363.05 " 363 OF 24 SD 0 0.44% Lj wl 4" INV. -359.25°°°°° 6" INV. -355.86 10" INV.=358.98 - .°°° °° - o INLET. FL=362.54 I I I, \ ' 18" INV.=356.50 SW II INSTALL 17 LF OF ] INLET, TG=360.75 - - 24" INV.=354.35 N I � I 4" SD 0 21% o INSTALL 6"x4" WYE 4" INV.=359.25 - 6" INV.=355.77 18" INV.=354.35 SE I INSTALL 162.89 LF 30" INV.=354.25 SW I / O O O 5 ■���■■��■■��°a■ OF 18" SD 0 0.25% E-1■■O O / INSTALL 17 LF OF INSTALL 6"x4" WYE I/ 4 41NV. SD ®9.25 j 6" INV.=355.40 INSTALL 150.89 LF 15 C I °�° °�8 INSTALL 122.2 LF OF 18 SD 0 0.13% I o \ INSTALL 124.73 LF / OF 18" SD 0 1.54% 4 I1 \ OF 6" SD 0 1.25% 1o I CAVI I\ I \ INSTALL 17 LF OF a, INSTALL 6x4 WYE INSTALL 152.82 LF e II I \ 4" SD 0 26% �,___ 6" INV.=354.86 4" INV=35925 SOF 30" SD 0 0.15% ..SDCO. RIM=362.58 �/ U STUB OUT 10 LF 6" INV.=354.30 OF 18" SD 0 0.20% OFF-SITE FLOWAGE AND 6 18" INV.=356.22 DRAINAGE EASEMENTS PER I _ �- cav�% DOC #000215103564 AND DOC #000215103565 s8 se s8 INLET, FL=362.33 El RECORDED AUGUST 4, 2015 I I \ INSTALL 22 LF - - - 18" INV.=356.30 NE - -W12- - - -w12 OF 6n SD 0 1.27% FINISHED PAD= 18" INV.=356.20 NW/SE 364.00' -D36-- DQ-- - - - -D36D30 D30 0 D 0-- CAV : 30 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 3 SDMH. RIM=361.92 MATCH EXISITNG _ SDMH. RIM=362.27 " I I 18" INV.=354.89 N/S - - INSTALL 249.17 LF OF " 36 INV.= 352.75 I " 6 INV.=354.02 NW \ ' 30" INV.=353.28E 30 SD 0 0.26% 00 ■ 18" INV.=354.02 S INSTALL ±19.34 LF OF I a 36" INV.=352.78 W ■ 30" INV.=354.02 NE \ 36" SD 0 0.16% co 0 I 30" INV.=353.92 W II co Go 2 I INSTALL 152.75 LF OF \ I ' 18" SD 0 0.25% Cn INSTALL 141.67 LF \ I \ ■ /' - - �� 1 ■ OF 18" SD 0 0.98% N I �00 i ■ \ I I ■ \ FINISHED PAD= I I ■ / 0 364.00 \ I FINISHED PAD= \ I I / FINISHED PAD= � \ \ 364.00 \ I � 363.00 ■ \ SDMH. RIM=361.55 I ■ 18"INV.=355.51 E/W n \ INSTALL 37 LF OF \ 18" INV.=355.41 N ■ /L INLET. FL=361.12 � 1 INLET. FL=361.20 18" SD 0 1.0% - - ._.--- 363' 2 " - \ \ \ m 18 INV.=355.60 W 18" INV.=355.27 N ■ / INLET, FL=361.48 \ \ INLET. FL -361.38 co 3 18" INV.=355.37E \ 18" INV.=355.80 W 18" INV.=356.00E O 0000 INSTALL 9 LF c \ _--363, OF 18" SD 0 1.0% 63. �- i � W IL p i INSTALL 30.1 LF - - - - - - _ OF 18" SD 0 1.63%R M2 12 -� W - W12 L B R I M H A �� ROAD - - -w,2- w12_ _ _ _w 2_ It 1 1 10 W�"zl f: M M UJI LEGEND 0 U - l2 _- EXISTING WATER MAIN & SIZE 0 _S12- EXISTING SANITARY SEWER PIPE & SIZE _ _D12- EXISTING STORM DRAIN PIPE & SIZE EXISTING POWER POLE g T - EXISTING TELEPHONE LINE z QCT :.............._. EXISTING OVERHEAD ELECTRICAL LINE o U-1 C EXISTING BURIED GAS PIPE w o � U ---- T`1 _-- EXISTING BURIED CABLE TV w EXISTING U1ILITY VAULT Q - EXISTING TELEPHONE POLE w/GUY WIRE EXISTING STREET LIGHT W @ EXISTING STORM DRAIN/SEWER MANHOLE 0 w-- EXISTING FENCELINE 5 EXISTING FIRE HYDRANT wV EXISTING VALVE BOX +4}3v EXISTING TOPO POINT a N ?rs EXISTING WATER METER o \ GfIl C3 EXISTING GAS METER "'`' EXISTING SEWER CLEANOUT 61 QR)FESS/ON (303)----- EXISTING CONTOUR W/ELEVATION �`�yG WHITT� Fy 303 _/ FINISH GROUND CONTOUR W/ELEVATION SITE BOUNDARY � No. � C-051930 - S6 - NEW SANITARY SEWER LINE & SIZE - W8 - NEW WATER LINE & SIZE `�9� AICA\�F���\P - D12 NEW STORM DRAIN LINE & SIZE ■ ■ MARKET #3139 BOUNDARY - - - GRADE BREAK ❑O NEW SYPHONIC MANHOLE U NEW CATCH BASIN PER DET 7 ON SHEET C-3.5 LIQ F-" 0 NEW STORM DRAIN/SEWER MANHOLE w (4- NEW STORM DRAIN CLEAN-OUT 0 u > 11-1 NEW FIRE HYDRANT Z) ® NEW WATER VALVE U 4 NEW GARDEN CENTER UTILITY BOLLARD� ^ LIJ � LIJ of z :27- 0 Em: INSTALL C.O.B. TYPE "A" CATCH BASIN Q o, ^) z WM NEW WATER METER++ Q W NN E Lo FS 305.50 (, Y w = PROPOSED GRADE ELEVATION; N:°v z o uj 2.0%W COY �X 3 -= PROPOSED GRADIENT N m L_ w 3 FL = FLOWLINE J FS = FINISHED SURFACE > FF = FINISHED FLOOR v FG = FINISHED GRADE CD FP = FINISHED PAD z INV = INVERT OF PIPE TC = TOP OF CONCRETE TG = TOP OF GRAZE TP = TOP OF PAVEMENT U GB = GRADE BREAK" LS = LANDSCAPE C.O.B. = CITY OF BAKERSFIELD K.C.D.S= KERN COUNTY DEV. STD. DRAINAGE CONSTRUCTION NOTES 0 INSTALL JENSEN 24"x24" SD D.I. PER DETAIL 20 ON SHEET C-4.1 INSTALL MARKET #3139 SPECIFIC STORM DRAIN MANHOLE PER U DETAIL 35 ON SHEET C-4.5 0 INSTALL TYPE "A" CATCH BASIN PER C.O.B. STANDARD D-14 ON SHEET C-4.1 INSTALL MARKET #3139 SPECIFIC SYPHONIC STORM DRAIN ® MANHOLE PER DETAIL 32 ON SHEET C-4.4 INSTALL MARKET #3139 SPECIFIC STORM DRAIN INLET 0 PER DETAIL 34 ON SHEET C-4.5 INSTALL MARKET #3139 SPECIFIC STORM DRAIN CLEANOUT © PER DETAIL 33 ON SHEET C-4.4 AS -GRADED O QROFESS/e* W0. '�jHI..��T C-051930 sr CIV1\� OF m Z w 0 D U a w V Cl N � U J w z cwn � w C Y m Q aCD 0 �00 00 M� d - O O d - LL N (/) N O W N � a- V)m�„ zona O 0� V) Q � Z U Cl - DESIGNER: JEM CHECKED BY: DGW DATE: 1/5/16 DRAFTER MAA SCALE: AS SHOWN GRAPHIC SCALE 30' 15' 0' 15' 30' COMP. NO: 3641600_GRD JOB NO.: 364-16-00 ( IN FEET) SHEET 1 inch = 30 ft. C-2. 1 O 5,, 7ylq,2;t OF 18 d - O O d - LL m Lu 4' a 6"0 SCH. 40 STEEL PIPE GROOVES 12" WIDE ° . FILLED W/ CONC. 2' 2' PER DETAIL 4 ONs " WITH TOP ROUNDED. o 12 " 6" CLASS "B" SIDEWALK (SHOWN) " BASE OF RAMP SHALL THIS SHEET a a CONCRETE d ° " » SLOPE 2 CONCRETE CURB SLOPE OR LANDSCAPING 6 1 n HAVE A MIN. 36" SECTION a SIDEWALK a �{ 21-0" d o OF TRUNCATED DOMES ° m SFF 9$3 I 2% MAX. RAMP 8. ° p .. PAVEMENT OR Q 0 o a s p�qN 0/� d.... d a FINISHED GRADE (Z O O O i O r O O 11<>e • O O vJ' a 6 CONCRETE i 0 0 0 0 0 0 0 �,. d a . d : d ,,� / /jj�j /j / ///..1�///f/1..../l///1//////: o \/\/\/////////i\//i//i//\//\/i\\/i\\/\\/\\i\\i\\i\\i\\\\\\�\\ ��,/�,�/, SLOPE o 0 0 0 0 0 . d Poo\/\/\/\/ \ \/��i,` r: Q \��\/�\/\\/ ///�//�//,. o 0 / / / / / / �� ����� CURB 000000�� o000 / \//\/i\/\/\/\/\/\/\/\/\/\/\/\ \ \ \ 00 z \ \ \ \/ / / //�//�// 0000aoa n �\ n Q \\//\\/\/\\\//\\//\\//\\//\//\//\/ \/ \//\/\\ \\�/\� • o o \ 4 0 0 0 0 GROOVE CONCRETE AS SHOWN TO PROVIDE 12 // / a 3 COVER C' DETECTABLE WARNING AT ALL CURB CUT RAMPS \\j / OVER FOOTING o \//\//\//\// �,���,i < • C �nuj !/ PER ADA &LOCAL JURISDICTION c-0 � cn #4 BARS CONTINUOUS 2: �r--`- � � \/ FILL POST w/ CONCRETE � o ® 12" ox., (TYP. OF 3) 6" CLASS "B" `'��,i�`i�`�i�`i��i�`%```� END CONDITION WHEN m z 1' (12") NATIVE SOIL COMPACTED CONCRETE CURB ADJACENT TO PARKING Q z = PER SOILS REPORT STALLS `� 3500 PSI P.C. a -INSTALL 1/2" EXPANSION JOINT 0 60' ox. n r r n RAMP GROOVES "' � CONCRETE MINIMUM � -INSTALL 1/2 EXPANSION JOINT ® 60 ox. 1 (12) NATIVE SOIL COMPACTED / r- -WEAKENED PLAN JOINTS ®10 ox. r 4 \/ (TYP.) N -JOINTS IN ADJACENT SIDEWALKS SHALL MATCH -WEAKENED PLAN JOINTS @ 10 O.C. PER SOILS REPORT Scale: N.T.S. \ Q -JOINTS IN ADJACENT SIDEWALKS SHALL MATCH V -GUTTER 6" ON-SITE CURB ACCESSIBLE RAMP NOTE: 3"MI n�/\ N 1 Scale: i":1' 2 Scale: 1" = 1' 3 Scale: N.T.S. ALL PIPES SHALL BE 11-6" -6 w PAINTED TRAFFIC YELLOW 5 6" DIA PIPE BOLLARD Scale: N.T.S. a N o � o - INSTALL PAVERS SO THAT 4" TRAFFIC YELLOW z DETECTABLE WARNING SURFACE STRIPPING (TYP.) IS FLUSH WITH CONCRETE DIMENSION CHART o QRpFESS/OHq� OR PAVING SURFACE 70 REFLEQCTORIZED PROCELAIN SIGN A �G•WHITTF'Lti�� SURFACE MOUNTED TRUNCATED DOMES 2 REFER TO SITE C � 0 CONCRETE OR WHITE FIGURE AS SHOWN, BLUE °' a' No. PAVING SURFACE DESCRIPTION OF WORK LOCATE VAN SIGN BELOW STANDARD BACKGROUND COLOR 15090 PLAN FOR C-051930 A. A BRIEF DESCRIPTION OF WORK IS AS FOLLOWS: G11PER FS 5958 DIMENSION � 2.35" SIGN STATING "VAN ACCESSIBLE" 0) a; MIN (NOMINAL) �� -0 1. TRUNCATED -DOMES AT CURB RAMPS (ANY CURB RAMP WITH SLOPES 5.0% AND STEEPER AND THE PATH LEADING (WHERE OCCURS, SEE PLAN) MINIMUM FINE s C/V1� Q 4 10. OF ACROSS VEHICULAR TRAFFIC SHALL HAVE TRUNCATED -DOMES). $VAN O T9 CAL\Fp��` V_f QUALITY ASSURANCE ACCESSIBLE PLACEMENT DETAIL A. A.D.A. COMPLIANCE: PARKING SPACES FOR THE DISABLED SHALL BE MARKED ACCORDING TO C.B.C. SECTION 1129B.5. TACTILE SECTION A J WARNING LINES SHALL BE IN COMPLIANCE TO C.B.C. SECTION 11338.8.5. WITHIN THE LOADING & RAISED ISLAND UNLOADING ACCESS AISLE NOT TO SCALE N o TRUNCATED IN-LINE DOMES AT ALL CURB RAMPS AND OTHER DESIGNATED LOCATIONS (REFER TO SITE PLAN) PAINT THE WORDS "NO A. DOME GEOMETRY: IN ACCORDANCE WITH A.D.A. REGULATIONS; PART 1 - 4.29 AND CALIFORNIA TITLE 24 RAISED TRUNCATED A PARKING" IN 12" HIGH MIN. DOMES WITH A DIAMETER OF 0.9" HEIGHT OF NOMINAL 0.2" AND CENTER -TO -CENTER SPACING OF 2.35". Z " WHITE LETTERS (TYP.) U »» 2"0 GALV. STEEL STD. PIPE `� B. PANEL DIMENSIONS: 24 X 24 X 1/8". EACH PANEL HAS TWO 1 AND SEVEN PRE -FORMED FASTENER LOCATIONS. A 36 WIDE LIJ X 12" MINIMUM PANEL AT THE BOTTOM OF A CURB RAMP IS REQUIRED. INSTALLATION SHALL BE RECESSED. °1 " "' �0 C. MATERIAL: A HOMOGENOUS GLASS AND CARBON REINFORCED COMPOSITION SHALL BE COLORFAST AND UV STABLE. PANEL 0 °' � z 8 x30 CONCRETE FOOTING » COLOR SHALL BE UNIFORM THROUGHOUT THE PANEL. COMPOSITE PRODUCTS WITH PAINT COATINGS OR UV COATINGS ARE `9�' o-�J rn 0 > 0.45 TOP UNACCEPTABLE. ADJACENT GRADE "' �° a; o DIAMETER 0 e D. INSTALLATION: TACTILE PANELS SHALL BE ADHERED TO RECESSED CONCRETE WITH EITHER THIN -SET MORTAR OR ONE ;n L I P COMPONENT STRUCTURAL URETHANE ADHESIVE. ADHESIVE COLOR SHALL MATCH PANEL. PANELS SHALL ALSO BE ATTACHED WITH 19' � MECHANICAL ANCHORS. FASTENERS SHALL BE 1/a" X 1-5/8" COMPOSITE SLEEVE ANCHOR WITH STAINLESS STEEL PINS. FASTENER d "' PAINT "VAN", 12" o T� 1COLORSHALL MATCH ADHESIVE: SONOB REN NP1 SIKAFLEX 1A. \, \ \ \ \ \ .d. \ \ \ \ \ \ >- LETTER_00 HIGS WHITE Q \\/\\ \\ \\ \ \\ a \ \\ \\ \\ \\ \\ Q LI] LL] J E. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS OF BY THE FOLLOWING MANUFACTURER. /�. ,�//�\/�//�//�//\�//�,//�/i 3 o E rT10.9" BASE THE ARCHITECT AS DELINEATED IN DIVISION 0 BID AND AGREEMENT DOCUMENTS MUST REVIEW OTHER MANUFACTURERS. z�j\\j A:: a^ \/\\ \ LO N > of z DIAMETER 1. A.D.A. TACTILE SYSTEMS z_ v ^l M Q Lq 2. A.D.A. SOLUTIONS, INC. o of v R, A 3. ARMOR 11LE OR APPROVED EQUAL. io N/ a // 1 Q O W rn N z o NN +' �- F. REQUIREMENTS: RESULTS A.S.T.M. �, j \j • d. \j�\j� ;r, 19, 0i U V) 9; "' w co 0-0 0 0 0 0 0 0 0 000000 COMPRESSIVE STRENGTH 23,800 PSI D 695 // d // //� ,� a' `. Y e o w e O 0 0 0 0 ' \ \\ °° \\ \\ \ 7 atoco� z 0 0000000000 0 0 0 0 0 000• o 0 0 0 0 0 0 0 o o FLEXURAL STRENGTH 24,600 PSI D 790 //\/ //////, o W CD ° 0000 0 0 0 0 0 0 \\\ ACCESSIBLE o a a z 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WATER ABSORPTION 13% ®2 WEEKS D 570 y/// \//////� °O PARKING SYMBOL � w 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \\ ►� Nm�li 3 °o°o°o°o°O°0° 0°o°O°o°O°O°O°0 SLIP RESISTANCE EXCEEDS 0.80 WET OR DRY C 1028 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \\ m \\ \\ \ J 1: :: o°o°o°o°o°o°o° o°o°o°o°o°o°o° FLAME SPREAD INDEX 15 E 84 /\/\i ( ) °o°o°o°o°o°o°o O°o°o°o°o°o°o°o SMOKE DEVELOPED 145 E 84 /\\/\\/\\/\\/\\/\\/�\\�\\\��� 22.5' 10' 22.5' n °o°o°O°o°o°o°o °O°O°O°O°0°0°0 /� 4 TRAFFIC U 0000°0000000000 no00000o0o0o°o SALT SPRAY NO CHANGE (120 HOURS) B 117 4" TRAFFIC BLUE WHITE STRIPPING CHEMICAL STAIN NO DETERIORATION 1308 PERIMETER STRIPING ABRASIVE RESISTANCE 564 C 501 (TYP.) 2'-0" O.C. (TYP.) PER SITE PLAN ACCELERATED WEATHERING NO CHANGE (3,000 HOURS) G 26 FULL LENGTH OF STRIPE ZONE TENSILE STRENGTH 12,100 PSI D 638 ACCESSIBLE PARKING SIGN 2' 19' ACCESSIBLE SIGN z ROCKWELL HARDNESS 122 D 755 7 FREEZE/THAW/HEAT NO DISINTEGRATIONC 1026 Scale: N.T.S. SEE DET. 7 THIS C) CAV CAV CAV SHEET. (TYP.) COLOR: YELLOW r NOTES: 7'-0" CAV CAV `n 1. SEE SITE PLAN FOR TOTAL LAYOUT. 4" > ( z 2. THESE DETAILS ARE FOR REFERENCE AND RAISED TRUNCATED DOMES 1'-4" 1'-4" 1'-4" 1'-4" �' z DIMENSION CONTROL ONLY. 00 6 Scale: N.T.S. ao 3. ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS OTHERWISE INDICATED. a d:A NOTE: �. 4. ALL COLORS AS SHOWN OR AS SPECIFIED a CAV BY LOCAL CODES. 1. WORDS SHALL BE APPLIED IN K 3y ( ACCORDANCE WITH SECTION 36.20 RAISED ISLAND 9 0 ° STRIPING DETAIL w UNLESS SHOWN OTHERWISE ON SITE PLAN) REFER TO SITE PLAN) OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR y ( o a ® N STREETS AND HIGHWAYS. o w I i 2 ETROELECTIVE WHITE. E PAINTED °O s � G � � � . �� � N a THESEm = 0 z RAISED ISLAND Z v 8 WHITE STRIPE AND GUTTER 1 _4 ICAL CURB:R. (REFER TO SITE PLAN) w 01, o 0 " R., s TYP. O Q LJwi_ w 2 N » W uj uj r , ?<. 4'-5" 4 TRAFFIC BLUE o m 4 MIN. (TYP.) SEE SITE PLAN �, �, PERIMETER STRIPING a C m STROKE WIDTH I _ (TYP.) 0 / 4 4" 4" TRAFFIC WHITE LOA // "YIELD" PAVEMENT MARKING TRAFFIC BLUE N SIGN TO BE PLACED AT z 9 Scale: N.T.S. BACKGROUND _......: ABOUT THE LEADING, Z I TRANSVERSE LINES OF �I �Htt 9.5 CROSSWALK PER THE SITE / __ PLAN • 5 y V) U5 uj TYPICAL ACCESSIBLE STALL STRIPING N 24" RED LEGEND ACCESSIBLE L E PARKING SYMBOL L N ON WHITE ACCESS N EQ. BACKGROUND LOCATE AT EDGE OF PARKING SPACE UNLESS O D D TYP. ACCOMPANIED BY "VAN" LETTERING W N i STANDARD PARKING STRIPING Q 8" WHITE STRIPE 6" "WHITE STRIPES ci SIGN TO BE PLACED AT ;r, - Z 24 O.C. (TYP.) ABOUT THE LEADING/ R TRANSVERSE LINES OF THE 'PAy� IN_ 12 Ln CROSSWALK PER THE SITE O // LO » Z in N Q j Ln 110 I E NOTE: 1. MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE V REQUIREMENTS AND AS OUTLINED IN SECTION 38.18 OF THE Nd N 0 Z LQ MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS � / ��� 1 M AND HIGHWAYS. // U 2. MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PER THIS DETAIL. 4 L-Aco 10 - PARKING (UNLESS SHOWN OTHERWISE ON SITE PLAN) >: LOADING AS -GRADED 3. THESE MARKINGS ARE TO BE PAINTED RETROREFLECTIVE WHITE.`�__..w.............................._....._._............_..___...._...__.__._.._._..._.._....._.._...�. � 6" 12" 6" p ZONE DESIGNER: JEM CD o QRpFESS/pNq` O W HITjF el CHECKED BY: DGW � CROSSWALK MARKINGS W/LOGITUDINAL STRIPES ALL SIGN LETTERS TO COMPLY WITH STANDARD ��� e DATE: 1/5/16 d- Scale: N.T.S. ALPHABETS FOR HIGHWAY SIGNS (SERIES C 2000) RED LEGEND ON WHITE BACKGROUND � o C-0No. DRAFTER MAA * * SCALE: AS SHOWN C101 COMP. NO: 3641600_GRD 11 "NO PARKING -FIRE LANE" SIGN srq O cF %V P F -- NO PARKING - LOADING ZONE SIGN JOB NO.: 3SHEET 00 Scale: N.T.S. i 2 �" +� 1 Scale: N.T.S. a C-4.0 11 � OF 18 NOTES: 1. BOTH SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST MUTCD EDITION, WARNING SIGNS W11-2 (TOP) & W16 -7P (BOTTOM) WITH A BLACK LEGEND ON A U FLUORESCENT YELLOW -GREEN BACKGROUND DROP INLET AdPstaq nutsto be 26.25" 1.0' a MODEL NO. %#► B WEIGHT [/eta *' tolened and s� h 2325" �. T* 35' " �` pl ,0,5 0.75 ptoce when ate ;tin L� D1242436 36, 42" 1900 LBS. '" n°� � � Robproper p�� " 1.5" a 625" L� D1242448 48" 54" 2500 LBS. » see f i0 g feet, R=0.25' (timfrs) `n Q75' » BOX ONLY „ =»- "j �l: 1.3T5' See Detail 'A' T 1 30 PEDESTRIAN CROSSING SIGN ° .:� sotto ►. N FRAME AND GRATE Rowi�ne f0 05' � N 1 Scale: N.T.S. MODEL NO. RATING d WEfGH7+4rmbra hxrnkky curb arna CJeor opening AI -3911 wills ouch rs or equd j. � r� SG2424-DIP PEDESTRIAN 1 1/2" 41 LBS: A 2 A 20� ��� ''�, '� 20 � 17" m SG2424-DIT TRAFFIC 3" 20 LBS. FRAME Protection bar a a pear m eavER (sea mate 7) 325" w o U r y (15mm) 0 sty, _.' SECTION a -e o t.V x 17"`(255 n x a 4m) r .{ n1 'O w -, support 60 with hex nuts 2.0' SECTION A -A __J ¢ L� D R�3b' (7Smm) > N w LU LU FRAME MAY BE CAST ... fi R=30� � n5" / 24� DIRECTLY INTO BOX (75iiurr) �s 1.0 pattern m " See note 11. Q i t (OPTIONAL) -: or 20 4 materld le#tars; 0125 V � /bis butt down - cotter, � be �0 tbox ends 7 5' self between baz+d hid draining blind pick �, 1.0" Dia „ x s/� errd ►ta C �4 hole 20 pottem center hole . �// to, y� i � PLAN 0 �/� �{ ol letter, 0.125 N %f -� ��� % � / � } N �/%0 �A% fe.V �Ck+�(f� t� �++F PA • �... S,i7W,/!.! s p 18"X31", g¢ 'T'HIN 'H to*" lxmrn STEEL. PLATE "DETAIL high IS 8 Tw 1 V ik 31 �1 �lI N /1f9� ,� - p� �`r - / Vl WALL. KNOCKOUTS. Ahw&,a hwnrdy 9* frame' & 91 _amn A A OUTSIDE + SLEDGE OUT AS evterF.Ai eith 275 / B" HEIGHT t Stasi socket torr!+ CLEANOU " RE4UIRED. OF BOX (set � and rkshed s�dewdk slope steel NOTES SEWER N 30 (TYP. 4 PLACES) r Notch lid to See note fl. TJ. fly) or A* 2i1 ate deto4 A Et[yete $hy be !doss !�' and Shad be Mrthh� �$nn}) to.' �- _ _ ///� / y},. find pick hole y � iK1'T/1l) slump• 0 CYR gob to be parrefl »rondtthic wish sldewdk where sidewodk required 1.0" pattern 0.625 pattern LO pattern letters, O.1Z5" " or ids t�ta�g S'�rfaces �f � �� concrete shdtmatrh shpe� le#tern D 125 i2) 5 aIt tetters, a 125 high. Location for high '� � 4 or ) fntstg Cdol: and scaring o odpcaat eancYate: l / b � � high MANHOLE CLEANOUT sse`aa note, �; � ,� will iltidirnass: -T G.(i' {p 15rn}'exc�t +►hare tl�" �.�;� f Etc' (O.Zmj country of origin ar^!.>8'(2•kn T--EtO'"0?m Catch bvsrK►' Mfls shalt be �t� � f )- fior°s% rh; r pave esti ter! No res: N A / , r ter# ^-ti to outlet C)�� fi !. x*: r,.r M trans mq actrars 4. r farc�ng not raqu%sd wtierr fr=B0' (24m) a lass and L=70' {.2,1»1) 1. Al! frames and covers shall be #ested for accuracy 1/32 . p verb: Machined W N CL �� �,, or less 116b"s excaed�tg theme 1ankls slta9 be r�tlbrced wr7h Na �# .bars of fit and shall be manFed rh sets rear to deli OPTJONAL ,,. .� - a C -, ...r' > 50" jilt) t.5° at t5' �04m) tic both W,kx Aih Mhkrrkg shill be h±v 4 bars 1.5 Surfaces100 EXTENSION ,. g (4tMrr� dam of inside face unless offimv a shown 2. The seats of frames and bearing laces of the covers M HEIGHT ' `�`�• �•shall be machined for a smooth non -rocking fit between J0.5' CC Taper G 5 A # espased meld .parts shag be zed after f�tfax the two east►hgs Cover / Q 5r y, Q i y Z `• o i 35 /,1m 6 *pod bolts stied be ,hstdte+d when /, VIA of alk Ag exceeds 5 Q (L5r) / t EXTENSION � � Strbgr+tide kk .rmte�s o Holed aril shd! be � between 30' (a 9w) ;to 30' (u%) 0-1a Castings shalt be thoroughly ceaned and dipped Twice MODEL NO. C- WEIGHT optkod with in a quick -drying, jet -block asphaltic compound to frame M 0 Z arb opener weeds 55' �t�t�}, a per p+ racnxt steal prate�tr`+rrr bar provide a protective coating. � RS�42406 6" 300- LBS. cant€actor 7,+0'��i�1) fYatrw � L0' (25mm) j? ilia , be insta4led Bar skal7, be Ln on plOstia at each end. 4. All frames and covers shall be a cast iron, free DETAIL A z O RS242412 12 600 LBS. - gray from warps; cracks; holes, swells and cold -shot, and SEC3Ft�1V A-.,�� itp� �ipll � as specify rx` as d�c#ed by the Gify f+tgkesr" As .angular 01, on the poe, �*4# be mde as *rated by the Ot krt shall have a workmanlike finish. Highway loading should 9. the 2.0 pattern letters on the manhole covers WHITE LEGEND RED BACKGROUND be HS 20-44 shall have one of the following designatlons• DRAIN or SEWER L 9 AI � vt* shat! carfam to the opplrcable $estrays of the specificoiik" Ln ■ FRAME AND GRATE ASSEMSLI! AYALIABLE ■ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES.". entttlal 'Standard 4recffkahbm $tote of Cdiforn/a, t�xortrnent of 5. Casting shat! conform to the provisions of the specifications 1Q Assembly shall be designed for highway load�g of HS 20-44. IN TRAFFIC OR PEDESTRIAN MODELS. CONFIGURATION: FOR SPECIFIC CONFIGURATION!- , " �' By fotr of 4' Traa rotlalipn,. r"wt an t atb3ion. grar ron castln serial des' nation ASlbl•• A-48 Z CALL JENSEN PRECAST. /¢ f� gs, ►q (latest revision), Class No. 3AB. 11. 2.0' x 1.0' diamond mat aiZ5' deep. a p g,o 1 ) iyp v ■DESIGN FOR H-20-44 BRIDGE LOADING. . ' FILENAME; 'D-i4FtHv 1.0 F�u_NAME: sw-saev r (2Srnrn)' , QA7e 612!$9 6. the name of the manufacturing company shall be Sit R 1-1 ■ .,ASSEMBLY TO BE PLACED ON A W BASE OF CRUSHER FAUN ,,• 'r S TA N D A<R [ 1 ��xU on fhe underside of the cover STANDARD DRAWggiziss FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION. 1 ,a a ^'' a+ ' 'SHAW icu �� �� 7. Manhole frame shall wa h not less than 120 lbs, FRAMES AND aiEacen AS -GRADEDmr4m M*)ink CATCH ASI q SCAM M. SHAW 3 x O ■FOR COMPLETE DESIGN AND PRODUCT INFORMATION, 24" X 24" � � � `� "i�E x, „ i.T.. nor more than 250 lbs. The rawer COMERS FOR CONTACT JENSEN PRECAST; DRAIN INLET • _ shat/ weigh not less than 120 lbs: nor more MANHOLES & CLEANOUTS N.T.S REINFORQN0 AROUND PIPE CrtY cap � than 200 lbs. APPRMD I $HMT Na ��-za-ae X12424 CAUM A 8. Manhole covers shall how a self drainkrg blind pick CRY � u � SW -6 DESIGNER: JEM � "STOP" SIGN QRpFESS/O � Orr BMW PUBUC WORKS DEPARTMENT hole unless otherwise approved by the City Engaieer CHECKED BY: DGW �� \` ` WH TTF Fye 8.01 ark » PUBLIC WORKS DEPARTMENT o 19 Scale: N.T.S. o<v� DATE: 1/5/16 d - ac No. C-051930 DRAFTER MAA LC) SCALE: AS SHOWN * C, \.24"x24" GRATE INLET COMP. NO: 3641600 -GRD srq OF CA00\N\P 20 Scale: N.T.S. JOB NO.: 364-16-00 ~ SHEET � C- 4.1 12 � �a/� Z -00'7 OF 18 4" INCH WHITE LETTERS READING "NO PARKING FIRE LANE" STRIPING SHALL BE PLACED ON THE TOP EDGE OF THE SIDEWALK ABUTTING THE PAVED DRIVE OR AS SPECIFIED BY LOCAL REQUIREMENTS. I I FIRE LANE MARKING I 21 Scale: N.T.S. G TRANSVERSE LINE IN PED-XING SIGN PARKING AISLE PAIR WITH LEADING EDGE (OK, THIS SIDE ONLY) OF CROSSWALK OR 9' FR M EDGE OF DRIVE ISLE. 80' (MIN. T INSET "B" � �rL r8" WHITE STRIPI 1 (MAX.) 6" WHITE STRIPES 24" O.C. o PED-XING SIGN/ (PAIR WITH LEADING EDGE OF CROSSWALK) CROSSWALK OFF -SET FROM CENTER OF VESTIBULE PED-XING SIGN (PAIR WITH LEADING EDGE OF CROSSWALK) 1' (MAX. j o PED-XING SIGN (PAIR WITH LEADING EDGE OF CROSSWALK) /OF CROSSWALK OR 9' FROM EDGE OF DRIVE ISLE. 8" WH I TI 6" WHITE 24" O.C. 0 C`rr I IP. 11 ♦ $# L�� (SEE NOTE #2) CROSSWALK OFF -SET FROM CENTER OF VESTIBULE VESTIBULE CROSSWALK STRIPPING WITH BOLLARD ARCH Scale: N.T.S. #3 TIES AT 6" U. FOR FIRST 2'-0", THEN 1'-0" O.C. 4-#8 VERTICAL REINFORCING BARS PLACED ADJACENT TO ANCHOR BOLTS CONDUIT AS REC SECTION "A -A" /8"x 12' (MIN) COPPERWELD ROUND ROD CONNECTED TO QUIPMENT GROUND WIRE AT GROUND LUG IN POLE INSTALLATION IN CONCRETE /ING REQUIRES CONTINUOUS EXPANSION JOINT MATERIAL AROUND. SEAL WITH JOINT ;EALER PER SPECIFICATIONS :TION BOX (POLES DESIGNATED WITH "CAM" SUFFIX ONLY, I.E. BV -CAM), LOCATE BETWEEN TOP AND SECOND TIES POLE -TO -BASE PLATE WELD C SHALL COMPLY WITH AWS ANCHOR U SPEC . BOLTS L.il BASE PLATE BOLT HOLE POLE BASE PLATE AND 45' TYP z BOLT PATTERN PER 0'-3 3/4" MANUFACTURER i- > L D it \ r N M cV N I,:.. /` N Q Zoo LI] LU 24" DIA. CONCRETE FOUNDATION LIGHT FIXTURE ORIENTATION LI j JUNCTION BOX (POLES DESIGNATED (SEE SITE PLAN FOR WITH "CAM" SUFFIX ONLY, I.E. ORIENTATION TO BUILDING) z 0 BV—CAM), FLUSH WITH FACE OF Z LIGHT POLE BASE. LOCATE JUNCTION BOX TOWARDS FRONT OF CD N JUNCTION BOX SHALL SECTION "B — B 99 N Z C BBUILDING. NUMBER 6212C24 WITHR W N 1212D V FIELD INSTALLABLE DIVIDER REFER L` -I , SPECIFICATIONS TRANSVERSE LINE IN PARKING AISLE (OK, THIS SIDE ONLY) 1' (MAX.) 0 o o ® ® 0 PED-XING SIGN (PAIR WITH LEADING EDGE OF CROSSWALK) ' (MIN. PED-XING SIGN PAIR WITH LEADING EDGE OF CROSSWALK OR 9' EDGE OF DRIVE ISLE. SEE INSET "B" CROSSWALK CENTERED ON VESTIBULE GROUNDING LUG WELDED TO INSIDE OF POLE TWO PIECE BOLT COVER REQUIRED—� LOCKING WASHER IF SUPPLIED BY SITE LIGHTING VENDOR LEVELING NUT (MAX 1" FROM TOP OF CONCRETE FOUNDATION) - D ETAI L 99C 99 N N 00 HANDHOLE WITH COVER REMOVED BURNDY COPPER #KPA4C SCRULUG AND TIN PLATED NUT AND BOLT OR BURNDY COPPER #KC20 SERVIT ATTACHED TO GROUNDING LUG #4 GROUND CABLE ATTACHED TO GROUND ROD NUT nEj 5" MIN., 5.5" MAX. BOLT PROJECTION BASE PLATE PER MANUFACTURER SPECIFICATIONS ANCHOR BOLT 12 1/2" BOLT CIRCLE TYPICAL ANCHOR BOLT SPACING VARIES T- VARI NEVER LESS N LESS THAN 9' A 9' 9 EDGE OF Yuj DRIVE AISLE w w :1`0 �w AUS 3 wQ �¢ J o0 a Uw U � UJ INSET "A" INSET "B" INSET "C" PED-XING SIGN LOCATION WHEN PED-XING SIGN LOCATION WHEN PED-XING SIGN LOCATION WHEN LEADING EDGE OF CROSSWALK LEADING EDGE OF CROSSWALK LEADING EDGE OF CROSSWALK IS AT LANDS AFTER DRIVE AISLE. LANDS BEFORE DRIVE AISLE. END OF PARKING ROW. NOTES: 1. REFERENCE EACH VESTIBULE ON THE SITE PLAN FOR FINAL LAYOUT, DIMENSIONS AND SIGN LOCATION. 2. TRANSVERSE LINE OF CROSSWALK SHALL BE LOCATED AT END OF PARKING STALL, LIMITS OF ADA ROUTE OR 5' BEYOND VESTIBULE DOORS. TRANSVERSE LINE (FOR TRAFFIC MOVING RIGHT TO LEFT PER THIS DETAIL) CAN'T END IN A PARKING AISLE ON THE PARKING LOT SIDE OF THE FRONT DRIVE. 3. SEE INSETS "A", "B" AND "C" FOR SIGN LOCATION FOR EACH OF THE THREE OPTIONS. 39' STEEL TAPERED POLE 1 B B PER SPECIFICATIONS. POLE SHALL BE MADE PLUMB WITH LEVELING NUTS. HAND HOLE WITH COVER V-6" FROM BASE OF POLE. 4"x 6" MIN. DETAIL "C" PROVIDE JUNCTION BOX ON POLES DESIGNATED WITH "CAM" SUFFIX ONLY (I.E. A BV—CAM). REFER SITE PLAN FOR SECURITY POLE LOCATIONS. FINISH GRADE 44� 2" SECURITY CAMERA CONDUIT (POLES DESIGNATED WITH "CAM" SUFFIX ONLY, I.E. BV -CAM) 1" MIN. LIGHTING CONDUIT VERTICAL AND HORIZONTAL - BARS SHALL BE FIELD TIED. WELDING NOT PERMITTED. SUPPORT REINFORCEMENT IN ITS PROPER LOCATION FROM THE FORMWORK DURING CONCRETE OPERATION. TRAFFIC YELLOW (SEE NOTE 1) ELEVATION NOTES: 1. EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC YELLOW. LIGHT BASE DETAIL N.T.S. CONNECT ALL EQUIPMENT GROUND CONDUCTORS TO GROUNDING LUG IN POLE rTEMPORARY CAP ALL CONDUIT x5/8%12' COPPERWELD GROUND ROD ECTED TO EQUIPMENT GROUND WIRE AT GROUND LUG IN POLE N A M (4) ANCHOR BOLTS 1.25" DIA. o x 42" LONG x 6" HOOK 4-#8x8' (MIN) LONG BARS EQUALLY SPACED 0 z #3 TIES @ V-0" O.C. MAX 3" MINIMUM COVER TYP �M �I N 24" DIAMETER NOTES: 1. 4000 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL 2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE PLACING CONCRETE. 3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED FILL PER SPECIFICATIONS. 4. DETAIL FOR 39' POLE WITH MAX. FIXTURE EPA 4.6 SQ.FT. 5. ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST -IN-PLACE. TYPICAL LIGHTING POLE BASE DETAIL Scale: N.T.S. n AS -GRADED /o QROF WH/j�� F\ C,��` j tip. No. C-051930 vi �/CA iFO���P r IT NOTE: PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS PLAIN VILW 1" DEEP SAWED JOINT (TYP.) v SEE SITE PLAN we 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED 0 35' O.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2" SLOPE 1/4" /FT. (TYP) MAX. 5.0' NMI 5.0' 5.0' 5.0' 5.0' 5.0' 5.0'" 1 (TYP) . r. 4" nP PC CONCRETE NOTE: (TYP) 4" WHERE REQUIRED REINFORCEMENT 4" CLASS 2 (TYP) WILL BE No. 3 BARS 24" O.C. AGGREGATE BASE COURSE SECTION A -A EACH WAY MAX. SPACING, OR COMPACTED TO 95% RELATIVE SECTION B -B 6 x 6- W1 4 X W1 4 WWF COMPACTION (ASTM D1557) CONCRETE SDEWALK 24 Scale: N.T.S. ��) -:r, v, QROFESS /OH WH/T�� Fy C O� � No. C-051930 \sT C/VIS �P 9TE' OF CAL1E0��/ m F - z w 0 w U OQ INQ E"+ w 0 N rIl Hj M N a 0 w = vwi w m Y m Q aC) 0 �00 N y) N O Ce CY Q Ln p ow oC '— v r U In-41 - CD DESIGNER: JEM O O CHECKED BY: DGW 0 O DATE: 1/5/16 ;4 - DRAFTER MAA Li SCALE: AS SHOWN T -- COMP. NO: 3641600_GRD JOB NO.: 364-16-00 1- SHEET C-4.2 13 OF 18 n ., U L.il Z u CD z 0 v �n C7 i- > L � z Q LI] LU J 7 LI j z 0 n Z , *'- CD N ►"� la o W VI N N Z C 0 W N -� L` -I , Y u, ZO z L owsp 0 U o a j a Z C14 F- 1i w 3 m F - z w 0 w U OQ INQ E"+ w 0 N rIl Hj M N a 0 w = vwi w m Y m Q aC) 0 �00 N y) N O Ce CY Q Ln p ow oC '— v r U In-41 - CD DESIGNER: JEM O O CHECKED BY: DGW 0 O DATE: 1/5/16 ;4 - DRAFTER MAA Li SCALE: AS SHOWN T -- COMP. NO: 3641600_GRD JOB NO.: 364-16-00 1- SHEET C-4.2 13 OF 18 n STEEL I CONC ROUNDEI T J LuQ o SINGLE POST BM -3 JAGE OTHER THAN :ESSIBLE D XING, STOP, ETC.) 24" O.C. NOTE: GALVANIZED THE MIN. HEIGHT OF SQUARE TUBE THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" USE 6" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED TRAFFIC YELLOW 0 d - SLOPE TOP OF CONCRETE PAVED SURFACE d d 3500 P. S.I. P.C. Q CONCRETE BASE ° ° ° ° ° C ° ° 0 W ° V O ° 0 W 4'-0" 18"0 NOTES: 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. GALVANIZED SQUARE TUBE POST TUBES - 2%2%3/16" 14ga POST TUBE SHALL MEET ASTM A1011 GRADE 50. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. EQ. —LAYOUT PER STRIPING EQ DETAIL/SITE PLAN POST WITH SIGN(S)---v NEVER'J LESS THAN 9 (UNLESS STOP SIGN IS USED) PAINTED ENDCAP - 90' SIGN LOCATIONS — 900 PARKING SIGN MOUNTING AND BASE WITH BOLLARD USE WHERE SIGN IS NOT WITHIN CURBED ISLAND (r DOUBLE POST N.T.S. NOTE: ALL SIGNS EQUAL TO OR GREATER THAN 36" IN WIDTH SHALL HAVE TWO POSTS SIGNAGE OTHER THAN TRUCK ENTRANCE (TRUCK EXIT, NO THRU TRAFFIC, ETC.) NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL Z BE 7'-0" 0 I it ' A" STRIPING PLAN LL V V 1 1 1 (UNLESS STOP SIGN IS USED) PAINTED ENDCAP - 60' SIGN LOCATIONS — 600 PARKING SINGLE POST N.T.S. SIGNAGE OTHER THAN ACCESSIBLE (PED XING, STOP, ETC.) N. HEIGHT OF )TTOM OF THE SIGN SHALL 0" NOTES: � 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. GALVANIZED SQUARE TUBE POST TUBES — 2"x2"x3/16" 14ga POST TUBE SHALL MEET ASTM A1011 GRADE 50. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. Q ANCHOR TUBE — 2-1/4 $$ x2 -1 /4"x3/16" 14ga HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. L STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. LAYOUT PER STRIPING DETAIL/SITE PLAN ° ° ° d a ° . ° [j] Lu °'d Q J d ° 0 0 a EQ. EQ. °`.4 ° :. d ° ° POST WITH SIGN(S) 25 SIGN MOUNTING AND BASE Scale: N.T.S. CURBED ISLAND - 90' SIGN LOCATIONS — 900 PARKING TRUCK ENTRANCE 24" O.C. NOTE: ALL SIGNS EQUAL TO OR GREATER THAN 36" IN WIDTH SHALL HAVE TWO POSTS SIGNAGE OTHER THAN TRUCK ENTRANCE (TRUCK EXIT, NO THRU TRAFFIC, ETC.) GALVANIZED NOTE: SQUARE TUBE THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL Z BE 7'-0" 0 I i� SEE BREAK AWAY TUBE POST SLOPE TOP OF CONCRETE GROUND SURFACE 3500 P. S.I. P.C. CONCRETE BASE °d , °° N H d ' ° LL 0 'W V 0 4'-0" 12"� DOUBLE POST N.T.S. 5/16" GR. 5 FLANGED BOLT 5/16" GR. 5 II SERRATED II FLANGED NUT PLAN VIEW PARTIAL ELEVATION SQUARE TUBE BREAK AWAY POST N.T.S. LAYOUT PER STRIPING DETAIL/SITE PLAN SIGN MOUNTING AND BASE WITHOUT BOLLARD me CURBED ISLAND - 60' SIGN LOCATIONS — 600 PARKING AS -GRADED o QROFESS/0* co No. . WH/T��vy�i 2 No. C-051930 srq� o'�' F1Fo`��'�P 50`7 0 RAm)- rW OD � O U z Q a O > L � U U u V) V) a m Z [j] Lu Q J zLijz 0 0 a o 0 z a . roir ¢ d' c-,rn o N W n- LL. W y U �„ 9 �W^^ w w Q:� U w Yli tp� f: a0 `53 �-'co Z U a N m CD Z 33 LL w 3 a w 0 z Li 5 w o o z QROFESS/ON \ W H Al No. C-051930 s� CIVIC �P a a w C) 0 ` N 01 V) Q � V 0 J W Q ly w m Y m a aCm 0 00 J 0 z J V) z 0 0 (V N [V O Lu rNli a �R cy C3 L,n m �o zLno Q o oN V) I� T5 Q z U u LO O DESIGNER: JEM CD O CHECKED BY: DGW O DATE: 1/5/16 d - DRAFTER MAA SCALE: AS SHOWN COMP. NO: 3641600_GRD JOB NO.: 364-16-00 ~ SHEET C-4.3 14 L -Li OF 18 °- 00 U u z Q C� > L � � U u V) m Z [j] Lu Q J zLijz o . roir ¢ d' c-,rn O � LL. W y U �„ 9 �W^^ w w // Yli tp� f: a0 `53 �-'co Z U LijGo N m CD Z 33 LL w 3 a a w C) 0 ` N 01 V) Q � V 0 J W Q ly w m Y m a aCm 0 00 J 0 z J V) z 0 0 (V N [V O Lu rNli a �R cy C3 L,n m �o zLno Q o oN V) I� T5 Q z U u LO O DESIGNER: JEM CD O CHECKED BY: DGW O DATE: 1/5/16 d - DRAFTER MAA SCALE: AS SHOWN COMP. NO: 3641600_GRD JOB NO.: 364-16-00 ~ SHEET C-4.3 14 L -Li OF 18 °- r m W -, 6"x8"x16" CONC. BLOCKS TO BE ADDED Q FUTURE FROEHLICH 8"x2"x16" CONC. BLACK LEGEND o COMMERCIAL HOME SITE ARTISAN SQUARE o Z #5 REBAR ® CAP 32" O.C. (TYP.) SOLID GROUT (TYP.) ON WHITE 24�� BACKGROUND a J 8"x2"x16" CONC. BLOCK CAP A ° o D Q o a 24 R N V, 6"x8"x16" CONC.LwNEX. MASONRY BLOCK: #5 ® 32 IN O.C. OR ® 8 IN O.C. IN EAST ^ ` a a I ° I CAP TO BE REMOVED ?.:,., ' yE y ., - a z 00 y d- A F v w Q 16' OF WALL ,< �f m' ym °; Ln i ad #4 CONT. 0 32 IN O.C. �a (ADDITIONAL PERMIT REQUIRED FOR WALLS RE Q ) 0 j j BLACK SYMBOL AND BORDER W_ _.� 7_4 EQ, LLI 8"x8"x16" CONC. AND RED ON CIRCLEWHITEBACKGR UOND L CTYR MASONRY BLOCKv • a a d R5-2 ALL SIGN LETTERS TO COMPLY WITH STANDARD a N #5 ® 32 IN O.C. I I I ALPHABETS FOR HIGHWAY SIGNS (SERIES C 2000) C5 a SOLID GROUT IN RETAINED PORTION OF WALL!:. J�� *�.� � ..� �f � �� J.:✓ N o Q EXISTING WALL 29 NO TRUCKS SIGN �� �� DELIVERY TRUCKS ONLY SIGN 30 o??,aFESS/0N/ / Scale: N.T.S N.T.S Scale:� �, W G 11// Fye #5 @ 32 IN O.C. EXISTING #5 REBAR (ADDITIONALPERMIT v � o No. C-051930 y ✓✓ r.. ,. m EXISTING WALL (TYP.) SOLID GROUT REQUIRED FOR WALLS) _�: r. ... sTq CIVIC �' #4 CONT. (3 TOTAL) /✓ "' 1.25 1.75' BLOCK WALL PROFILE WEST BOUNDARY 20 3.0' Scale: 1" = 1' ' U LU Z CORNER BARS - SAME SIZE ANDj�CD SPACING AS HORIZONTAL BARS VENTED GRATE FOR THE z r-, z "A" SIPHONIC BREAK MANHOLE OLu G BLOCK RETAINING WALL CROSS SECTION NORTH BOUNDARY 26 " 10 90 REFER TO ARCH. PLANS FOR LOCATION zV) � Scale: N.T.S. ..`..... �'/.4" SOLID TRAFFIC YELLOW PAINTED EDGE STRIPE ►--. ,_, LTA E / / f BLACK LEGEND E z o ,. „ .;, i ,. .........._. �, ��� �: r� \ y o — — ON WHITE BACKGROUNDZ EQ. r-, M o� o' Q s ,� F-ai Zc �' WUNN �+0 4" SOLID TRAFFIC YELLOW (TYP,) (� w ( CORNER BAR /i PAINTED STRIPE WITH 18 45 ANGLE o�w z o W CD " .......................... , T� N m 3 n TRACT 6796 FUTURE PHASE 1 COMMERCIAL ARTISAN SQUARE "W1" U RING &VENTED COVER PER STRIPING DETAIL FOR THE A� ~: SITEWORK SPECIFICATIONSSIPHONIC BREAK MANHOLE ° J 8"x2"x16" CONC. BLOCK CAP PLAN N.T.S. DK, -- � 0 z U 3 GENERAL NOTES: 1 L �..• EXTERIOR FACE OF r�'y' ""' BUILDING WALL NOTE: TOP OF MANHOLE TO BE LEVEL............................................ . #5 REBAR ® 32" O.C. WITH FINISH GRADE UNLESS OTHERWISE 1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER. `NOTED x16" BLOCKS OR DIRECTED BY THE ENGINEER. TO B E ADDED TO B USE ADJUSTMENT RINGS AS REQUIRED 2. REFER GRADING PLAN FOR PIPE SIZES, LOCATIONS, AND INVERTS. SOLID GROUT , ;-; BUT NOT TO EXCEED 12". ALL SIGN LETTERS TO COMPLY WITH STANDARD U ry' RING & VENTED COVER 3. A SQUARE OR RECTANGULAR MANHOLE MAY BE USED IN LIEU OF A ROUND MANHOLE. PIPES SHALL CONNECT TO THE ALPHABETS FOR HIGHWAY SIGNS (SERIES C 2000) EX. CAP TO BE REMOVED PER SITEWORK ENDS OR SIDES OF THE MANHOLE. CONNECTION SHALL NOT BE MADE AT CORNERS OF MANHOLE. M� i; .,•: REFER TO ARCH. PLANS FOR LOCATION SPECIFICATIONS M� 6 4. ALL REINFORCING BARS TO BE GRADE 60. "TRUCK �'" EX. RETAINING BLOCK WALL SITE GRADES (REFER CIVIL SITE 2 -0 SEE INSET "A" ' " (MIN.) 5. ALL REINFORCING BARS TO HAVE 2" COVER. DRIVE" SIGN 31 Scale: N.T.S w o . I.. GRADING PLAN) 6. OPENINGS FOR INLET & OUTLET PIPES ARE LOCATED AS REQUIRED PER GRADING PLAN. o N 28" EMBEDMENT INTO \ , z 7. A 6'x6' PAINTED STRIPED AREA SHALL BE CENTERED ON THE SIPHONIC BREAK STORM MANHOLE TO PREVENT ANY ' EXISTING WALL SOLID GROUT ` I R M I T (ADDITIONAL PERMIT - ----......----.._.........__................_...__._.._____.._._.._........................._......_.................._..__..._._.._...M......... w� Q oa _._____...._._.___._....�.......................� ... ` .° � a° �'u.:." PARKING OR COVERING OF THE VENTED GRATE WITH ANY OBJECTS. THIS STRIPED AREA SHALL BE PAINTED WITH 4" SOLID TRAFFIC YELLOW STRIPES WITH 18" SPACING AT 45 ANGLE.°° 5-: N .. REQUIRED FOR WALLS o o N z M ° : / 8. "N" F ° a s. °° PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR DIRECTED BY THE ENGINEER. PRECAST MANHOLE SPECIFICATIONS w o w o ~ _j w Q REFER TO CL ARCH. PLANS °. "W"(4'-0")MIN. 4.. ASTM C478 - PRECAST REINFORCED CONCRETE MANHOLE SECTIONS o Y EX. 6"x8"x16" CONC. J ° "N" `1 :. ` ASTM C913 - PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES m a m MASONRY BLOCK .°� .: .......... ..... ,,,,,,,,,,E <. 4° .. p' ' a o o i ° CONCRETE: 4000 PSI AE MIN. JOINT. WATERTIGHT RUBBER GASKET NEENAH R-6013 THRU R-6099 o a u o0 � . � � I PER THE SIZE 0 PIPE AS ..: w W LO REINFORCEMENT SCHEDULE, BASE SPECIFIED ON GRADING PLAN a X z Q < SECTIONst 6" MIN. 6" MIN. INVERT ELEVATION (REFER TO ARCH./ •�P.C. CONCRETE -"GROUT BOTTOM °° " A #4s ®6 E.W. TABLE OF 'W DIMENSIONS FINISH GRADE I '.a< TO SLOPE TO MEP PLANS) PIPE - ° ?` PIPE` ` SKEW OF CROSS DRAIN -' OUTLET SIZE .: .. ° <.. ........... _ .. IS SINGLE SAI 45 [4 :. 24" 4'-0" 4'-0" 4'-10" 3,000 P.S.I. P.C. CONCRETE .. 1 f3 0" 41-0" 4'-7" 5, 8" .........._...,...,.,__....._ _...�.. ___ tt ° .° a e , °� N` \�' \\' \\' M/ \\' \\' \�' V \' \e \/�/�/�/�/� �/ / 6" 4, 0" 5, 3" 6, 5" 3 — — — 42" 5'-3" 5'-11" 7'-3" SEE GRADING PLAN FOR N Cn N +0 45' ELBOW ' 1 INVERT ELEVATION 48"5'-10" 6'-7" 8'-0" SIZE OF COLLECTOR W N COMPACTED 60" T-0" T-10" 9'-8" ` SUBGRADE (REFER TO CIVIL PLANS)" " DOUBLE FOR A SECTION ONLY G a \\/\\ SECTION A— A \/\/\/\ \\/i \ \ \ \ \ \ \ \ \ \ \ i P C CONCRETE — —6" " " " " W / / /\/ Z o ............................................................ = PER SITEWORK SPECIFICATION SECTION - - - 02751) 42" 10' 6" 11 10 14' 2" 45 ELBOW � \ ;' ''" - -- <._ = " " " / FULL DEPTH OF FRAME HEIGHT TO OUTSIDE 48 11 -8 13 -2 15'-10"INLET PIPE FROM z 11� \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ VA VA VA VA VA VA VA VA VA N° • I ._•.._ _._...•. EDGE OF MANHOLE REINFORCEMENT SCHEDULE, WALLS SECTION WIDTH (W") HOR. VERT. ROOF DRAIN Lin////// Q - [ . 10" — 3 \ \\ \\ \\ \\ \\ \\ \\ \\ _ s° I a "P" = PAVEMENT THICKNESS "F" = FRAME HEIGHT #4's ®9" #4's "A" BETWEEN 4' & 7' 's ®9" 4's 10" L.�l (' . ; /\// \ \ \ /\jj j ° :...- a - - -- ° GREATER THAN 7' 5's ® 4 1/2" 4's ® 10" "T" "N" STORM DRAIN CLEAN-OUT Z 8 C. d a..� w e a ....Q Q TABLE OF & DIMENSIONS Scale: N.T.S. Q \/\/ s \/\\/ / \ ` y a ' � a n " " " SECTION WIDTH ("W") "TND" \\ -4 -a. -d' E ° ° ° �" BETWEEN 4' & 7' 6" +PIPE THICKNESS 8" 6" "" A" GREATER THAN 7' 6" + PIPE THICKNESS 8" 8" 4fl d d g° e -�- \�// __.... a AS -GRADED o REINFORCEMENT SCHEDULE, TOP ° DIMENSIONS STEEL SPECIAL PATTERN \\-EX. ° INSET W1 = LESS #4's ®8 E.W. DIAGONAL ®COVER QRo loHq� DESIGNER: JEM CHECKED BY: DGW WALL AND FOOTING a ° • . ; ° W2 = 7 OR LESS #4's � 8 E.W. DIAGONAL ®COVER ' " o ���� J, °WHITj� Fyc DATE: 1/5/16 \ i\ i\//i\//%////% // /%\� W1 = �7' OR LESS #4's ®8" E.W. DIAGONAL ®COVER �� 00 'L Yom" DRAFTER MAA W2 - 7 OR GREATER #4's ® 6" E.W. DIAGONAL ® COVER `� No. "N" "W"(4'-0")MIN. "N" W1 = 7' OR GREATER #4's ®6 E.W. DIAGONAL 0 COVER C-051930 W2 = 7' OR GREATER 4's 0 6" E.W. DIAGONAL 0 COVER * * SCALE: AS SHOWN COMP. NO: 3641600_GRD BLOCK RETAINING WALL CROSS SECTION WEST BOUNDARY ELEVATION sT C1V1\, �� JOB NO.: 364-16-00 27 SIPHONIC 3 BREAK CONCRETE STORM MANHOLE DETAIL Scale: N.T.S. q of C ° SHEET Z �r / C-4.4 15 18 OF �V— An +s . RING & COVER PER m w NOTE: TOP OF MANHOLE TO BE LEVEL "A" FRAME SI & COVER ORK SPECIFICATIONS ORK WITH FINISH GRADE UNLESS OTHERWISE PER SPECIFICATIONS �\ NOTED OR DIRECTED BY THE ENGINEER. USE ADJUSTMENT RINGS AS REQUIRED / BUT NOT TO EXCEED 12". ' GENERAL NOTES: -•e \ v FRAME & COVER 1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER PER SITEWORK __ 2. ALL REINFORCING BARS TO HAVE 2" COVER. f �, `� SPECIFICATIONS mm CORNER BARS - SAME SIZE AND 3. SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES, LOCATIONS, AND �� ` ¢ 4. PIPS SHALL CONNECT TO THE ENDS OR SIDES OF THE £' SPACING AS HORIZONTAL BARS 2'-0" �, �... �..� ___ �_ E INLET. o SEE INSET A ....__ �. _, _,......� _ ......,. _ _ ....._..._ CONNECTION SHAL NOT BE MADE AT CORNERS OF BOX. x 5. ALL REINFORCING BARS TO BE GRADE 60. ¢ ` mus ", ( 3 6. PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR a 1 asp a DIRECTED w -- 9 ECTED BY THE ENGINEER \1 E a i 190 w O , O" i 8 ��°�°� �� �� ��' : O• PRECAST MANHOLE SPECIFICATIONS e _,�<,e...:;....... ........ ,.... . . ............. ...................,........ .... ... ..._..... ........... .. i Lu A_. .Z ........r ............ ,...i.... ASTM C478 -PRECAST REINFORCED CONCRETE MANHOLE SECTIONS _ v) eASTM C913 - PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES ¢ I W1 I CONCRETE: 4000 PSI AE (MIN.) PLAN OF MANHOLE TOP JOINT: WATERTIGHT RUBBER GASKET ci o w P.C. CONCRETE ' It "A" (PER SITEWORK SPECIFICATION z a ;r, PLAN SECTION 02751) FULL DEPTH OF CORNER BAR NOTE: TOP OF MANHOLE TO BE LEVEL FRAME HEIGHT TO OUTSIDE a WITH FINISH GRADE UNLESS OTHERWISE EDGE OF MANHOLE NOTED OR DIRECTED BY THE ENGINEER. z_.,. USE ADJUSTMENT RINGS AS REQUIRED O a x ° _ ,.,,,,.., BUT NOT TO EXCEED 12Lu da ---- r n. N SEE INSET "A" ......... ¢ RING &COVER PER "P" PAVEMENT THICKNESS o xa �P.C. CONCRETE SITEWORK SPECIFICATIONS 2 LAYERS a "F"=FRAME HEIGHT z P.C. �.___� (PER SITEWORK SPECIFICATION SECTION 02751) st 11 TAR PAPER F�" ,... CONCRETE o FULL DEPTH OF FRAME HEIGHT TO OUTSIDE T� ° oFEss/ oAl eta EDGE OF MANHOLE 00 WH/TTS Fy ! I F2 cD.... __. . 1` a -„j... i � : i. e z ... .__.... __..� o�� 05193 d a e P = PAVEMENT THICKNESS ° © 0 "F” _ ` I . .. a FRAME HEIGHT CIV1� e e , OF' CALV O -Lu X O "W"(4'-0")MIN. s 8 24" 4 o O € i a4 e = a Q ,3 L " 1/12 C -)( DIAMETER) (DIAMETER) `U o as o MIN. INSET »A» N "N" m F= , x U " U w INSET "A"Ld e a m FOUNDATION SLAB AND BASE SECTION MAY BE POURED ¢ MONOLITHIC OR SEPARATELY WITH A KEYWAY. t dui INVERT SHALL BE POURED AFTER PLACEMENT OF MANHOLE. >- e e Of ¢ ►- w it -on Z .� o $4 .a. ....._ ` r .b.-0 . �Ya ♦ . d #4 "L" BLo ARSz °� 18" LEGS Sw e . o . KEYWAY f r1 Q \/\\/\\/\\\\\\\\\//\\/\\\/\\\/\\\//\h \\ \\\/ a e a CD W m J LIJ (n N N ¢ Z Z ',: W m_W:..._.__...�.,__...I........... � � � Z U ' ... v..., o Q COMPACTED 1'-0" "N" ` "W"(4'-0")MIN.1.7 ' "N" 1'_0° �`d d o ¢ SECTION "A" -"A" SUBGRADE ¢ _ z M .� ELEVATIONx~ 10 w IIuj CRATE INLET -MARKET #3139 SPECIFIED w 34 1" CLEAR �I p w � N z o z ��� Scale: N.T.S. z\\—#4 AT 10" CENTERS EACH DIRECTION (, Ca Y w LLJ w c �< OR EQUIVALENT WELDED WIRE FABRIC a � z_ L , "__;� .'�, a N �T� 8 W �� Ur V w LijOQ�Q z 3 S = 0 FOR DEPTHS LESS THAN OR EQUAL TO 6' : S = 9" FOR DEPTHS GREATER THAN 6'. P-" CD m `` w 3 " - T = 6" FOR DEPTHS LESS THAN OR EQUAL TO 6': T = 9" FOR DEPTHS GREATER THAN 6'. yo F ,2" I-- SECTION "B"—"B" �4 a z . e a DIAMETER V z #4 "L" BARS O.D. OF MANHOLE + 24" AT 10" CENTERS PRECAST BASE SECTION SET ON CONCRETE BLOCKS�� 1° FOUNDATION SLAB AND INVERT POURED MONOLITHIC. SECTION "A"— "A" _._._ U a h I;C) 0 L4� N V1 w I j PRECAST FOUNDATION SLAB °° NQ E ALTERNATE w o v FOOTINGCL SHAPE EXPANSIVE o J¢ w MORTAR > _ w w m Y �% Q A v A 00 ................ 7XY",1 7'�'77 77T M \ s S a 4. < Lj 4 ' d ...:......:...........Q_..., <... .......a...,.............._ e......................,..• a _.•A.._....,.:.. ' .�«.:........... ......:'��.:.,a....,e!w .. e e ... a ..'............�.......�.: ^ ..._. STANDARD FOOTING DIAMETER SHAPE PRECAST BASE SECTION SET ON CONCRETE BLOCKS N N O.D. OF MANHOLE + 24" FOUNDATION SLAB AND INVERT POURED MONOLITHIC. (V CD W N Ce PLAN OF FOOTING ALTERNATE FOOTING Q ZW V) M GENERAL NOTES:z Ln 0 1. PRECAST MANHOLE SHALL BE MANUFACTURED PER LATEST ASTM C478 AND C913 SPECIFICATIONS. 2. THE CONFIGURATION DETAILS SHOWN ARE DESCRIPTIVE ONLY AND MAY BE VARIED TO CONFORM WITH AN ESTABLISHED MANUFACTURING PROCEDURE. 3. FORMED OR CUT OUT OPENINGS SHALL BE PROVIDED WHERE PIPE INLETS AND OUTLETS ARE SHOWN ON THE PLANS. AS -GRADED 4. THE TOP OF THE INLET SHALL NOT BE SET BELOW THE TOP OF THE OUTLET PIPE. BASE SECTION DIMENSIONS SIZE OF PIPE MIN. DIA. 24" OR SMALLER 48" 30" - 36" 60" 42" - 48" 72" Qp©Z Ln 4Uz CD ZCA Q U 5. REINFORCEMENT SHALL BE CUT AT PIPE OPENINGS. QROFESS/pH 6. WHERE PIPES DO NOT ENTER OR EXIT RADIALLY, USE NEXT LARGER SIZE MANHOLE. DESIGNER: JEM G.WHTTF Fye 7. CIRCUMFERENTIAL REINFORCEMENT SIZE AND PLACEMENT SHALL BE IN ACCORDANCE CHECKED BY: DGW 0- WITH THE STANDARD SPECIFICATIONS TO A MAXIMUM DEPTH OF 20 FEET. OVER 20 FOOT DATE: 1/5/16 �No. DEPTH CIRCUMFERENTIAL REINFORCEMENT IS INCREASED TO 0.24 SQUARE INCHES C-051930 STEEL REQUIRED PER LINEAR FOOT, TO A MAXIMUM DEPTH OF 30 FEET. DRAFTER MAA * * 8. FOR PIPE CONNECTIONS, A RUBBER GASKET IN ACCORDANCE WITH ASTM RUBBER SCALE: AS SHOWN s� CIV1L GASKET SPECIFICATIONS C443 OR C923 AND CAST INTEGRALLY IN MANHOLE MAY BE COMP. NO: 3641600_GRD 9� P USED AS AN ALTERNATE TO EXPANSIVE MORTAR. PRE -CAST STORM DRAIN MANHOLE -MARKET #3139 SPECIFIED JOB NO.: 364-16-00 35 Scale: N.T.S. SHEET 1,5047 C-4.5 061818 SE1 I I O(D -r �- - - - �-- to to - - / _ _ -36 364 wa _ _ _ I _ --- ------ _ --- __ �'.... - _ - W o Wa ____-� o-� CV Ulm - 363 �6 0 CN N SE10 ° I / o fes-- I O N 2% O ILIo \ ° 'I 1 \ I I 3 1 i 149% 1111 0 Au � -- -- -- -- / / ( 1.02 OI] _ e O ° r I 3: 1• I M'2 3 0 � M \63 ESD ° ON 01I I ri 1.49% `� SE1 ° 0 w..,.....3 -V w ICNW2 N 13 ��g N SE10 p 3631.01 % 0 1 5% 1.65% 1 77 I \ 1 I N 517 (10 I� CD 1.13% N All v SE10 I I I Sa ss - .25% W3 \ W3 O 0 N-) Ln s 2 - I I 1. 9% 3\ I ® �� N CIO 1.6 4 - �• o I o ■ �N o _ ° 5 N _ 3 I / N CD ? 364 I I I oo M < I sig SE10 -�, CAV CAV j �; 1. 4% 1.84% .8j361 R i�1ry II CD 0 1. 8% 1. 9% 1.9 % o I i i SE1 I CAV CAV V�� °F co • ► o I I 3 -. 16 =� 1.30% o -> ■ 9 Se coD W 3 I y NVA iel O .81LO Q co I \ I CD I I I� g o0 0 oo 6 I X62 8 ( ;I ® ® ® VA N N v ...::: 1.30% 7 -' '( ■ ° 0 0:95% .25% El CAV CAV SE1 ° t I I ■ 7 2. 2. 2% 2 ° 1. 0% 1. 0% 1.7 % o o El o .. SE10 ■ ■ I I I • CAN CAN 63� , 3i ee CV 3 ° 96% o% • I r I I NSE1 0 �� ° ��g 363 ° o N I I € 2.01 ° 2. % , 1.77%/ 1. ° 1. 0% I I I �° ` ■ 3 CAV CIV i L - :: II - 1off 389- - 363 \ III I NS9 I \ � I 3 II I I I I ; I I I I I I ++++ ++ ++++++ ° ........._...��, I I__._ ........ a.<o w -w,z I - - - -w,z- - - - -w,z- - - - -w,z- -518 S - - - -578- - - - -578- - - - -518- - - -sta- - --�-s- y- -s,a- - -s,a s SE1 � I •363 EROSION CONTROL NOTES: 1. IN CASE OF EMERGENCY, CALL CORNERSTONE ENGINEERING. INC. (661) 325-9474. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL. 4. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL NOT BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5 -DAY RAIN PROBABILITY FORECASE EXCEEDS 40%. 5. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS AND BASINS. 6. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE TO BE DIRECTED TOWARD DESILTING FACILITIES. 7. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATED A HAZARDOUS CONDITION. 8. THE UNDERSIGNED CIVIL ENGINEER SHALL INSPECT THE EROSION CONTROL WORK AND ENSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. EROSION & SEDIMENT CONTROL CONSTRUCTION NOTES ALL BMPs SHALL BE IN ACCORDANCE WITH MODEL BMPs FROM THE CALIFORNIA STORMWATER BMP HANDBOOK FOR CONSTRUCTION AT WWW.CABMPHANDBOOKS.COM EC1 SCHEDULING EC9 EARTH DIKE AND DRAINAGE SWALES CONSTRUCT SILT FENCE IN ACCORDANCE WITH BMP FACTS SHEET #SE -1. SEE BMP "H" ON SHEET C-5.2 SE2 DESILTING/RETENTION BASIN INSTALL FILTER FABRIC INLET PROTECTION OVER INLETS IN ACCORDANCE WITH BMP SE -10, CALIFORNIA SE10 STORMWATER BMP HANDBOOK, CONSTRUCTION BOOK, 2009, WWW.CABMPHANDBOOKS.COM. SEE BMP "A" ON SHEET C-5.1 STABILIZED CONSTRUCTION ENTRY/EXIT POINT IN ACCORDANCE WITH BMP #TC -1 FROM CALIFORNIA STORMWATER TC1 CONSTRUCTION HANDBOOK, MINIMUM DIMENSION 50' LONG X 20' WIDE PART OF WHICH MAY BE CORRUGATED STEEL BARS. SEE BMP "C" ON SHEET C-5.1 WM1 CONSTRUCT MATERIALS STORAGE AREA IN ACCORDANCE WITH BMP FACTS SHEET #WM-1. SEE BMP "E" ON SHEET C-5.1 WM8 CONSTRUCT CONCRETE WASH OUT AREA. SEE BMP "F" ON SHEET C-5.2 CONSTRUCT SANITARY WASTE MANAGEMENT AREA IN ACCORDANCE WITH BMP FACTS SHEET WM9 #WM-9. NS -9 CONSTRUCT VEHICLE/EQUIPMENT REFUELING AREA IN ACCORDANCE WITH BMP FACTS SHEET #NS -9. SEE BMP "G" ON SHEET C-5.2 NS -10 CONSTRUCT VEHICLE/EQUIPMENT MAINTENANCE AREA IN ACCORDANCE WITH BMP FACTS SHEET #NS -10. SEE BMP "B" ON SHEET C-5.1 CF CONSTRUCTION FENCE O TEMPORARY PARKING 0 MLSA MATERIAL LAYDOWN AND STORAGE AREA 0 0.207. 1I / / / / / / / / / / / BEST MANAGEMENT PRACTICES P .9 General Nofes r J I\ !: Best nnpgerrzerit Practices (BMPs) contained #rererrt reflect minimum requrrefnents. Alternate methods pra_vr'ding equal or greater protection ma_„�r be ut�'liz',�a: For additional 8MP's refer tra California Siarmwater BMP Handbooks, avai/able of WWW. CABMPN•4N980CrKS GOArJ, 2. All construction activity shatl be performed in accordance with a ,Starwater Pollution Prevention flan (SWPPP) developed and implemented in compliance with requirements of the Kern 'County Stormwater Management Program, Notional PolJu#ant L7/sctrarge Elimination System (W©B,) f'errn.if and the States CeneraJ Permit. 11 the SWPPP shall. Q a ldentit� potential pollutant source and Include the design and placement of BWs to effec#ive�v prohibit the entry of polJytants from the construction site Into and onto the street and storm drain, sVstem .during construction: b: Be kept on site and amended to rafJ'eet changirr,q cono'ittons throughout the coarse of construction. c. Be dcep:# up to date. Any .gddi'ti©nctl updofes requested by agenc4. y r>bpresen#otive are to be. mode ✓rnn7edia#ems I€ Nrxn_Storrnwo'tet" discharges are prohibited from ent'erirag any storm drain system dndlor street 5. Pollutants shat! be removed'from starmwater discharges to the Mcrximurn fk#ent Practicable (MEF)' through design & irrfplementptian of the .'PPt? 6. A standby crew for emergency »ar� �Fha# be available at all times during .the rai�y season- (Nov.. .r to A,ar:. 15), Necessary materials sha!l be available an site :and stockpiled at convenient locations to foci/itpte .rapid construction at #errrovrary, derriees or damaged °erosion control measures or .sediment contr�at rneasares when rain is r"trrmiperrf 7, .Por#a6Je sanr,'ta,ry facilities shall be .located an rcJrxtiv�'� leve! ,ground sway-fi`ran? trade areas;, orainage courses, and storm drain inlets, 8 ,Employees, su4rcairtractors' and suppliers shplJ ,be educated on afl BhfP s in'eludr'rtg epncrote' waste storage and disposal procedures. .9, Sedirnerrt cotatral practises sera/! effeatvey .prevent a net increase of sediments lapel in storrnwRv,vOM 'E' CA -1 IFORNHA STAT NPOE 910 TA ONI'RdL ater discharge. 6:iEXCH-A1JGE1iPCtd=\NPDE�'BI4iPSWPPPl.d,wg.BMP 1s71101210'03 8t5-�537A CURRENT DIRECTION OF STORMWATER FLOW AS -GRADED QROFESS/OHq� WH TSF Fye � No. � C-051930 spq� �1CAL1FO��\P i� :2 M UJ 0 U a a 0 U a 0 0 a 0 z a z Uiji FS Cn j C) az QROf ESS IOHq WH rTF Fyc C-051930 STq� �'CAL00 �FO��\Paj14 047�LIJ U u z w U � cn � TW�� J / Z U U' acini Wac °' I Z_ c � NN �+�•' W 9 M M N w 1 j-„ �'W�� w � U oQ�Q Z 3 am�'� W 3ZD Z w a O J 04 W all 0 M■LLJ r-0 01 4 w 0 � N cn Q � U M■■1 � Q J w Q � _ (n � w � Y M Q a�m 0 m M� N y N O W N � Q rCe - a z`^Q� Noo�Z I , Q � Z 0 V aILL O DESIGNER: JEM O O N CHECKED BY: DGW 0 DATE: 1/5/16 d - DRAFTER MAA � GRAPHIC SCALE SCALE: AS SHOWN - 40' 20' 0' 20' 40' COMP. N0: 3641600 -GRD JOB NO.: 364-16-00 �- ( IN FEET) SHEET � 1 inch = 40 ft. � OF 18 cl- J U 0 z J z 0 ULLI M W3 \ W3 - - 1.221 to ID o jSE 0 W6 W6 I 0.25% I 3 l Ila 362 01 CD� 1.56% I - II I\ ° C'I} .0 CD 1 711 I II I �I I co� II I % �I I I I I b II I I� i W O 0 N-) Ln s 2 - I I 1. 9% 3\ I ® �� N CIO 1.6 4 - �• o I o ■ �N o _ ° 5 N _ 3 I / N CD ? 364 I I I oo M < I sig SE10 -�, CAV CAV j �; 1. 4% 1.84% .8j361 R i�1ry II CD 0 1. 8% 1. 9% 1.9 % o I i i SE1 I CAV CAV V�� °F co • ► o I I 3 -. 16 =� 1.30% o -> ■ 9 Se coD W 3 I y NVA iel O .81LO Q co I \ I CD I I I� g o0 0 oo 6 I X62 8 ( ;I ® ® ® VA N N v ...::: 1.30% 7 -' '( ■ ° 0 0:95% .25% El CAV CAV SE1 ° t I I ■ 7 2. 2. 2% 2 ° 1. 0% 1. 0% 1.7 % o o El o .. SE10 ■ ■ I I I • CAN CAN 63� , 3i ee CV 3 ° 96% o% • I r I I NSE1 0 �� ° ��g 363 ° o N I I € 2.01 ° 2. % , 1.77%/ 1. ° 1. 0% I I I �° ` ■ 3 CAV CIV i L - :: II - 1off 389- - 363 \ III I NS9 I \ � I 3 II I I I I ; I I I I I I ++++ ++ ++++++ ° ........._...��, I I__._ ........ a.<o w -w,z I - - - -w,z- - - - -w,z- - - - -w,z- -518 S - - - -578- - - - -578- - - - -518- - - -sta- - --�-s- y- -s,a- - -s,a s SE1 � I •363 EROSION CONTROL NOTES: 1. IN CASE OF EMERGENCY, CALL CORNERSTONE ENGINEERING. INC. (661) 325-9474. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL. 4. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL NOT BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5 -DAY RAIN PROBABILITY FORECASE EXCEEDS 40%. 5. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS AND BASINS. 6. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE TO BE DIRECTED TOWARD DESILTING FACILITIES. 7. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATED A HAZARDOUS CONDITION. 8. THE UNDERSIGNED CIVIL ENGINEER SHALL INSPECT THE EROSION CONTROL WORK AND ENSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. EROSION & SEDIMENT CONTROL CONSTRUCTION NOTES ALL BMPs SHALL BE IN ACCORDANCE WITH MODEL BMPs FROM THE CALIFORNIA STORMWATER BMP HANDBOOK FOR CONSTRUCTION AT WWW.CABMPHANDBOOKS.COM EC1 SCHEDULING EC9 EARTH DIKE AND DRAINAGE SWALES CONSTRUCT SILT FENCE IN ACCORDANCE WITH BMP FACTS SHEET #SE -1. SEE BMP "H" ON SHEET C-5.2 SE2 DESILTING/RETENTION BASIN INSTALL FILTER FABRIC INLET PROTECTION OVER INLETS IN ACCORDANCE WITH BMP SE -10, CALIFORNIA SE10 STORMWATER BMP HANDBOOK, CONSTRUCTION BOOK, 2009, WWW.CABMPHANDBOOKS.COM. SEE BMP "A" ON SHEET C-5.1 STABILIZED CONSTRUCTION ENTRY/EXIT POINT IN ACCORDANCE WITH BMP #TC -1 FROM CALIFORNIA STORMWATER TC1 CONSTRUCTION HANDBOOK, MINIMUM DIMENSION 50' LONG X 20' WIDE PART OF WHICH MAY BE CORRUGATED STEEL BARS. SEE BMP "C" ON SHEET C-5.1 WM1 CONSTRUCT MATERIALS STORAGE AREA IN ACCORDANCE WITH BMP FACTS SHEET #WM-1. SEE BMP "E" ON SHEET C-5.1 WM8 CONSTRUCT CONCRETE WASH OUT AREA. SEE BMP "F" ON SHEET C-5.2 CONSTRUCT SANITARY WASTE MANAGEMENT AREA IN ACCORDANCE WITH BMP FACTS SHEET WM9 #WM-9. NS -9 CONSTRUCT VEHICLE/EQUIPMENT REFUELING AREA IN ACCORDANCE WITH BMP FACTS SHEET #NS -9. SEE BMP "G" ON SHEET C-5.2 NS -10 CONSTRUCT VEHICLE/EQUIPMENT MAINTENANCE AREA IN ACCORDANCE WITH BMP FACTS SHEET #NS -10. SEE BMP "B" ON SHEET C-5.1 CF CONSTRUCTION FENCE O TEMPORARY PARKING 0 MLSA MATERIAL LAYDOWN AND STORAGE AREA 0 0.207. 1I / / / / / / / / / / / BEST MANAGEMENT PRACTICES P .9 General Nofes r J I\ !: Best nnpgerrzerit Practices (BMPs) contained #rererrt reflect minimum requrrefnents. Alternate methods pra_vr'ding equal or greater protection ma_„�r be ut�'liz',�a: For additional 8MP's refer tra California Siarmwater BMP Handbooks, avai/able of WWW. CABMPN•4N980CrKS GOArJ, 2. All construction activity shatl be performed in accordance with a ,Starwater Pollution Prevention flan (SWPPP) developed and implemented in compliance with requirements of the Kern 'County Stormwater Management Program, Notional PolJu#ant L7/sctrarge Elimination System (W©B,) f'errn.if and the States CeneraJ Permit. 11 the SWPPP shall. Q a ldentit� potential pollutant source and Include the design and placement of BWs to effec#ive�v prohibit the entry of polJytants from the construction site Into and onto the street and storm drain, sVstem .during construction: b: Be kept on site and amended to rafJ'eet changirr,q cono'ittons throughout the coarse of construction. c. Be dcep:# up to date. Any .gddi'ti©nctl updofes requested by agenc4. y r>bpresen#otive are to be. mode ✓rnn7edia#ems I€ Nrxn_Storrnwo'tet" discharges are prohibited from ent'erirag any storm drain system dndlor street 5. Pollutants shat! be removed'from starmwater discharges to the Mcrximurn fk#ent Practicable (MEF)' through design & irrfplementptian of the .'PPt? 6. A standby crew for emergency »ar� �Fha# be available at all times during .the rai�y season- (Nov.. .r to A,ar:. 15), Necessary materials sha!l be available an site :and stockpiled at convenient locations to foci/itpte .rapid construction at #errrovrary, derriees or damaged °erosion control measures or .sediment contr�at rneasares when rain is r"trrmiperrf 7, .Por#a6Je sanr,'ta,ry facilities shall be .located an rcJrxtiv�'� leve! ,ground sway-fi`ran? trade areas;, orainage courses, and storm drain inlets, 8 ,Employees, su4rcairtractors' and suppliers shplJ ,be educated on afl BhfP s in'eludr'rtg epncrote' waste storage and disposal procedures. .9, Sedirnerrt cotatral practises sera/! effeatvey .prevent a net increase of sediments lapel in storrnwRv,vOM 'E' CA -1 IFORNHA STAT NPOE 910 TA ONI'RdL ater discharge. 6:iEXCH-A1JGE1iPCtd=\NPDE�'BI4iPSWPPPl.d,wg.BMP 1s71101210'03 8t5-�537A CURRENT DIRECTION OF STORMWATER FLOW AS -GRADED QROFESS/OHq� WH TSF Fye � No. � C-051930 spq� �1CAL1FO��\P i� :2 M UJ 0 U a a 0 U a 0 0 a 0 z a z Uiji FS Cn j C) az QROf ESS IOHq WH rTF Fyc C-051930 STq� �'CAL00 �FO��\Paj14 047�LIJ U u z w U � cn � TW�� J / Z U U' acini Wac °' I Z_ c � NN �+�•' W 9 M M N w 1 j-„ �'W�� w � U oQ�Q Z 3 am�'� W 3ZD Z w a O J 04 W all 0 M■LLJ r-0 01 4 w 0 � N cn Q � U M■■1 � Q J w Q � _ (n � w � Y M Q a�m 0 m M� N y N O W N � Q rCe - a z`^Q� Noo�Z I , Q � Z 0 V aILL O DESIGNER: JEM O O N CHECKED BY: DGW 0 DATE: 1/5/16 d - DRAFTER MAA � GRAPHIC SCALE SCALE: AS SHOWN - 40' 20' 0' 20' 40' COMP. N0: 3641600 -GRD JOB NO.: 364-16-00 �- ( IN FEET) SHEET � 1 inch = 40 ft. � OF 18 cl- J U 0 z J z 0 ULLI M BEST MANAGEMENT PRACTICES P .9 General Nofes r J I\ !: Best nnpgerrzerit Practices (BMPs) contained #rererrt reflect minimum requrrefnents. Alternate methods pra_vr'ding equal or greater protection ma_„�r be ut�'liz',�a: For additional 8MP's refer tra California Siarmwater BMP Handbooks, avai/able of WWW. CABMPN•4N980CrKS GOArJ, 2. All construction activity shatl be performed in accordance with a ,Starwater Pollution Prevention flan (SWPPP) developed and implemented in compliance with requirements of the Kern 'County Stormwater Management Program, Notional PolJu#ant L7/sctrarge Elimination System (W©B,) f'errn.if and the States CeneraJ Permit. 11 the SWPPP shall. Q a ldentit� potential pollutant source and Include the design and placement of BWs to effec#ive�v prohibit the entry of polJytants from the construction site Into and onto the street and storm drain, sVstem .during construction: b: Be kept on site and amended to rafJ'eet changirr,q cono'ittons throughout the coarse of construction. c. Be dcep:# up to date. Any .gddi'ti©nctl updofes requested by agenc4. y r>bpresen#otive are to be. mode ✓rnn7edia#ems I€ Nrxn_Storrnwo'tet" discharges are prohibited from ent'erirag any storm drain system dndlor street 5. Pollutants shat! be removed'from starmwater discharges to the Mcrximurn fk#ent Practicable (MEF)' through design & irrfplementptian of the .'PPt? 6. A standby crew for emergency »ar� �Fha# be available at all times during .the rai�y season- (Nov.. .r to A,ar:. 15), Necessary materials sha!l be available an site :and stockpiled at convenient locations to foci/itpte .rapid construction at #errrovrary, derriees or damaged °erosion control measures or .sediment contr�at rneasares when rain is r"trrmiperrf 7, .Por#a6Je sanr,'ta,ry facilities shall be .located an rcJrxtiv�'� leve! ,ground sway-fi`ran? trade areas;, orainage courses, and storm drain inlets, 8 ,Employees, su4rcairtractors' and suppliers shplJ ,be educated on afl BhfP s in'eludr'rtg epncrote' waste storage and disposal procedures. .9, Sedirnerrt cotatral practises sera/! effeatvey .prevent a net increase of sediments lapel in storrnwRv,vOM 'E' CA -1 IFORNHA STAT NPOE 910 TA ONI'RdL ater discharge. 6:iEXCH-A1JGE1iPCtd=\NPDE�'BI4iPSWPPPl.d,wg.BMP 1s71101210'03 8t5-�537A CURRENT DIRECTION OF STORMWATER FLOW AS -GRADED QROFESS/OHq� WH TSF Fye � No. � C-051930 spq� �1CAL1FO��\P i� :2 M UJ 0 U a a 0 U a 0 0 a 0 z a z Uiji FS Cn j C) az QROf ESS IOHq WH rTF Fyc C-051930 STq� �'CAL00 �FO��\Paj14 047�LIJ U u z w U � cn � TW�� J / Z U U' acini Wac °' I Z_ c � NN �+�•' W 9 M M N w 1 j-„ �'W�� w � U oQ�Q Z 3 am�'� W 3ZD Z w a O J 04 W all 0 M■LLJ r-0 01 4 w 0 � N cn Q � U M■■1 � Q J w Q � _ (n � w � Y M Q a�m 0 m M� N y N O W N � Q rCe - a z`^Q� Noo�Z I , Q � Z 0 V aILL O DESIGNER: JEM O O N CHECKED BY: DGW 0 DATE: 1/5/16 d - DRAFTER MAA � GRAPHIC SCALE SCALE: AS SHOWN - 40' 20' 0' 20' 40' COMP. N0: 3641600 -GRD JOB NO.: 364-16-00 �- ( IN FEET) SHEET � 1 inch = 40 ft. � OF 18 cl- J U 0 z J z 0 ULLI M Z w a O J 04 W all 0 M■LLJ r-0 01 4 w 0 � N cn Q � U M■■1 � Q J w Q � _ (n � w � Y M Q a�m 0 m M� N y N O W N � Q rCe - a z`^Q� Noo�Z I , Q � Z 0 V aILL O DESIGNER: JEM O O N CHECKED BY: DGW 0 DATE: 1/5/16 d - DRAFTER MAA � GRAPHIC SCALE SCALE: AS SHOWN - 40' 20' 0' 20' 40' COMP. N0: 3641600 -GRD JOB NO.: 364-16-00 �- ( IN FEET) SHEET � 1 inch = 40 ft. � OF 18 cl- J U 0 z J z 0 ULLI M Sandbags/Gravel bogs to overlap qnto curb ­-, Direction lob, of flow L -5pillway, elevation shot[ match top of curb illwav * Sandbags/Gravel bogs stocked- tightly "s- Bock of siclewalk, Catch Basin, -Curb Inlet, Bock of curb Plan rb inlet .,-Sidewalk D 12. H 8 0 Min', Catch Basin L 36" Max. SECTION 'Notes: 1. Catch gosinllnlet 'protection shall be installed wherever there ig c potential of storn7water or non-stormwater being discharged into it, 2 Inlet protection is required along with other pollution prevention measures such as; erosion control, soil stabilization, and measures to prevent tracking onto Paved suffoces. J. Modify inlet protection as needed to ovoid creating traffic hazards. 4. Include inlet protection measures at hillside v -ditches and misc. -drainage swales. 5. Inlet protection shall be inspected and accumulated sediments removed Sediment shall be disposed of prapen' y and in a manner that assures that the sediment does not enter the storm drain system 0 6. Damaged bags shall he replaced immediately. 1 7 Additional sandbag sediment traps shall be placed at intervals as indicated on site Plan. rA C /IYV .T HflASIN LET P ION Et CT ROT W V ?1' COI�4`111 ly 0��' iJET? 5L I �V' E 0, ES N 1,� 011 STATE (,,Ad . .. . . .......... . .... '3 FED D L IN! I I E F) M F N11" AND S T� i ,, A'N"I A RI') GAEX,C1-1ANdE\1PC\daUNPDES j3MPS\SWPPP1AW9,,, BMP A, 6/25/200 1034:26 AM Notes.. 1, 'Dirt and ether cons truct/bA related .materials placed in the, sdreet or on, other' impervious surfaces must be contained', *107 ! ondbqgs ,or ,bther m6vsures to Prevent transport to the stormdrain, system. 2. An -site shall beprotected` .y construction material stored or stockpiled on 17Gfrom being ft-onsported by the force, of wind arwater. STOMA E AA TE IAL A G VVVNI 7 Vr NE&VIlk NPOES BMP PLAfE NI)v WED -8y- 5rATE OF CAUFORNIA E SEDIMENTS AND ERPSION D'IEVELO P M E N WS-- E3MP S"FANDARD 06NTROL, ,G ,TXCffkNdF,\,IP,&d=\NPI)k,8'BMP$\§WPPP 1.dwg,_-BMP E, 6/25/2003,-10',,37:04 AM ,Absorbent Cleanup Material ------------ ............. ........... ......... Containment Area, - Notes'. 1. Leaking vehicles and equipment shall :not be allbwad� on site. E-qul, men't and vehicles shall be Inspected frequent6,, for leaks and shall be repaired immediately Clean up spills and leaks, promptly with absorbent materials; do not flush with water. Vehicles and equipment shall be maintained, and repaired" on-site only" in designated areas., Prevent run-on and run-off from designated Greas. Containment devices shall be provided and areas shall be covered if necessary J. Designate on-site vehicle and equipment maintenance areas, Gwo,Y from storm drain inlets and watercourses. 4. Always use secondary containment, such as- a drain pan or drop cloth, to catch spills and leaks- when removing or changing fluids, Legally dispose of used oils, fluiols, and lubricants. 6. Provide spill containment dikes or secondary containment Ground' storod oil, fuel, and chemical drums. 7. Maintain On adequate supply of absorbent spill cleanup materials in designated area. 7r" El (ArPMENT AM INTEXANCEA REA S DAM ()F- K -RN FOr N F"I'l,),"_ Bl�,,,,4 I uF L) INIA S E R 0 S I D,',-' "i E C) PNY5 E N T ,3RAWN . .. . ............ . ......... . .... . ....... - - - - ___ - _- -__ """ANDARD Q� L GAEXCHA.NGE\1P0dan\NPDES BMPS\SWPPP1.dwgBMP B, 6Y2512003,10:35:11 AM tad Containment Notes., 11 Excess and waste concrete- shall not, be washed Into the ' St lee, or n I to• 0 drainage system., 2, Fir wdsh6ut-,6f condr(0e,,dhd mortar`' products, a designated containment facility of'" sufficient capacity to retain/ liquid andsolid waste shall be, provided on site. J Slurry from concrete and asphalt 'Saw: cutting shall . be vacuumed or contained, d/7/e,d" PiCked up and Q'iSPOSed of Propery C-ONCRETE XASTN GEMENT RaviWam WVIL COUNTY OF 11KERIN STAXE OF 0k.,LIFORNIA W"DES BMP PLATE! NO, DEVELOPMENT SEDNIENTS AND EROSION B, M fP F KS' lllill�ulytlb Ry� ST 4F ANDAI D CONTROL a,:\E,X,,CHkN,GE\lPC\danANPL).t,q,.16M,Pgl�,,W,'PPRI.4wg, !WPT, 6125!700'3,10, 7:3$ AN! A series -1 _1- ", I'---- V_ -1 - -1 - � _- Rumble Strips or rhin 4"' coarse aggregate. No tes,- 1. Sediments and other materials shall not be tracked from the site by vehicle tro/6rc. The construction entrance roadways shall be stabill:7ed so as to prevent sediments from being deposited into the public roads.. Depositions must be swept up, immediately and may not be washed down by rain or other means, into the storm draih system, 2 Stabilized construction entrance shall be: a. Located at ony point where traffic will be entering Or leaving 17 construction site to or from a public right of way, street, alley, and sidewalk or parking area .6" A series of steel plates with rumble strips'*,' andlor min 4 "' coarse aggregate, with .,length, width, & thickness as, needed to adequate prevent any, tracking onto, paved ;surfaces, J. Adding G wash rook -with a sediment trap large enough to collect a// wash water can greatly improve efficiencv. 4. All vehicles accessing the 'construction site shall, utilize- the stabilized construction entrance sites. 1. Remove all sediment deposited on paved roadways IMMO&CI&41. 2. Sweep paved areas that receive construction traffic whenever sediment becomes visible. J. Pavement washing with water 45 ,prohibited if it results in a discharge to the storm drain system. STARLIZED CONSTRUCTION ENTRANCE V) 0 1�1g 5/2 "'Xn, 'q 1€ OF KERN TF 0, KMp �_A I . . .... J, D, Ely-- S�ATE OF CALIFORINA 0 IM . . . ........... I .......... .. ..... ... as �?­U? L_ V71 N11"'S ANO MIS Ibmp C STANDAi,,D CONTF, V) 0, GAUXCHANGMIPC\dan�NPDE� BMPa\,S)X1PPP1 Awl BMP C, 6/25/2003 10:36:03 AM LLJ > C) O ZD Stockpiled Ln Material V) Ce < 8 0 1114 C) Li] LIJ _J LIJ E 4 0 MO _40 C-, CD CD DESIGNER: JEM *J/ I DATE: A 1/5/16 'J Qu i C14 C14I W) P5 0 SCALE: LJ -� *4- C: G ZZ NO: 3641600GRD => I� Cf) to co 0 cr�_ 0 SHEET Ln LU 00 Yx (D < 4 4, v, I F--% 04 M W 3t OF 18 cl- 4- 4- A., 40 A A,4- 4 'A A 4 Nfe d4 V Nil 411 All 141 SANDBAGS/GR i , ' AVEL BAGS 'TIGHTLY PLACED TOGETHER / q11 S11" *P %V sk ALL, AROPND, MATERIAL NV 4. IV Notes.. 1, 'Dirt and ether cons truct/bA related .materials placed in the, sdreet or on, other' impervious surfaces must be contained', *107 ! ondbqgs ,or ,bther m6vsures to Prevent transport to the stormdrain, system. 2. An -site shall beprotected` .y construction material stored or stockpiled on 17Gfrom being ft-onsported by the force, of wind arwater. STOMA E AA TE IAL A G VVVNI 7 Vr NE&VIlk NPOES BMP PLAfE NI)v WED -8y- 5rATE OF CAUFORNIA E SEDIMENTS AND ERPSION D'IEVELO P M E N WS-- E3MP S"FANDARD 06NTROL, ,G ,TXCffkNdF,\,IP,&d=\NPI)k,8'BMP$\§WPPP 1.dwg,_-BMP E, 6/25/2003,-10',,37:04 AM ,Absorbent Cleanup Material ------------ ............. ........... ......... Containment Area, - Notes'. 1. Leaking vehicles and equipment shall :not be allbwad� on site. E-qul, men't and vehicles shall be Inspected frequent6,, for leaks and shall be repaired immediately Clean up spills and leaks, promptly with absorbent materials; do not flush with water. Vehicles and equipment shall be maintained, and repaired" on-site only" in designated areas., Prevent run-on and run-off from designated Greas. Containment devices shall be provided and areas shall be covered if necessary J. Designate on-site vehicle and equipment maintenance areas, Gwo,Y from storm drain inlets and watercourses. 4. Always use secondary containment, such as- a drain pan or drop cloth, to catch spills and leaks- when removing or changing fluids, Legally dispose of used oils, fluiols, and lubricants. 6. Provide spill containment dikes or secondary containment Ground' storod oil, fuel, and chemical drums. 7. Maintain On adequate supply of absorbent spill cleanup materials in designated area. 7r" El (ArPMENT AM INTEXANCEA REA S DAM ()F- K -RN FOr N F"I'l,),"_ Bl�,,,,4 I uF L) INIA S E R 0 S I D,',-' "i E C) PNY5 E N T ,3RAWN . .. . ............ . ......... . .... . ....... - - - - ___ - _- -__ """ANDARD Q� L GAEXCHA.NGE\1P0dan\NPDES BMPS\SWPPP1.dwgBMP B, 6Y2512003,10:35:11 AM tad Containment Notes., 11 Excess and waste concrete- shall not, be washed Into the ' St lee, or n I to• 0 drainage system., 2, Fir wdsh6ut-,6f condr(0e,,dhd mortar`' products, a designated containment facility of'" sufficient capacity to retain/ liquid andsolid waste shall be, provided on site. J Slurry from concrete and asphalt 'Saw: cutting shall . be vacuumed or contained, d/7/e,d" PiCked up and Q'iSPOSed of Propery C-ONCRETE XASTN GEMENT RaviWam WVIL COUNTY OF 11KERIN STAXE OF 0k.,LIFORNIA W"DES BMP PLATE! NO, DEVELOPMENT SEDNIENTS AND EROSION B, M fP F KS' lllill�ulytlb Ry� ST 4F ANDAI D CONTROL a,:\E,X,,CHkN,GE\lPC\danANPL).t,q,.16M,Pgl�,,W,'PPRI.4wg, !WPT, 6125!700'3,10, 7:3$ AN! A series -1 _1- ", I'---- V_ -1 - -1 - � _- Rumble Strips or rhin 4"' coarse aggregate. No tes,- 1. Sediments and other materials shall not be tracked from the site by vehicle tro/6rc. The construction entrance roadways shall be stabill:7ed so as to prevent sediments from being deposited into the public roads.. Depositions must be swept up, immediately and may not be washed down by rain or other means, into the storm draih system, 2 Stabilized construction entrance shall be: a. Located at ony point where traffic will be entering Or leaving 17 construction site to or from a public right of way, street, alley, and sidewalk or parking area .6" A series of steel plates with rumble strips'*,' andlor min 4 "' coarse aggregate, with .,length, width, & thickness as, needed to adequate prevent any, tracking onto, paved ;surfaces, J. Adding G wash rook -with a sediment trap large enough to collect a// wash water can greatly improve efficiencv. 4. All vehicles accessing the 'construction site shall, utilize- the stabilized construction entrance sites. 1. Remove all sediment deposited on paved roadways IMMO&CI&41. 2. Sweep paved areas that receive construction traffic whenever sediment becomes visible. J. Pavement washing with water 45 ,prohibited if it results in a discharge to the storm drain system. Absorbent 'Cleo Material Impervious Surface/Linimg, Bermed Containment Area Notes: 1. Fueling shall be performed in -a designated area,' away from drainage courses. ,?., 4bsorbent cleanup m s6aff be on site and .used immediqtey in the 'event ofasp& VEHICLE.1,", EQ UV ... P'JI&NT FUELING LAI U COUNTY OF KERN WDS a. PLAE, NO, BE= FIATE Or ,CALJT P0RRNIA EOMP Wn D EVEILOPM EN I SEDIM1111ENTS AND EROSION B N/1 P G STANDARD CONTROL BIvfP O� 6/Z12003 fl.;49:51 AM ,Notes:, L, 5olVSlope stabilization practices shall be designed to preserve existingvegetation , where feasible and to revogetate open areas as soon as feasible after grading. ,These control practices shall ina/ude temporary' seeding, permanent seeding, mulching, sod stabilization,, vegetative buffer strips, protection of trees, or other soil stabi'lizati'on practlqes. 2. Soil stabilization shall be 4orplemented on a// inactive disturbed areas from November I thru April' 15 and on all disturbed areas during a rain event or Potential rain. J. Stabilization Practices shall controlprevent erosion from the forces of' wind and water.. 4. Stabilization ,practices shall ba implemented in conjunction with se'diment lrcppinalfilt6rin9 practices and practices to reduce the tracking of sediment onto Paved roads. 5. When using straw mulching, the minimum application shall be 2 tons/acre. Mulch, must be anchored immediately to minimize loss .by wind or water. 6, Whenusing hydroseedinalmulching, the minimum application of wood fiber shall be 1,500 lbs/acre, that does not contain more than 50 percent newsprint. 7 For seeding recommendations, contact: LISDA, Natural Resources Conservation Service at 5000 California Avenue, Bakersfield, CA 9J309-0725. Phone: (561) JJ6-0967 U EROSION CONTROL r" iTE NIO, r,,,'0IjN7Y 0" K`RN I_ , E I t n IM 'A,, 7 � ',LJ13"ORNIA , 'J L 'D "e, E, .......... 1_Z"F,'DIMF_,NTS LER0,"'W11"IT"i 1AW1111 �",)V C, p- .. . ......... )A i PUN U 11"�__4_� . ...... . . ......... . ......... ........ G:\F,XCI-i,AX(-ff'g-,I'C\dW\NPDES BMPS\SWPPP1,dwg,, RMP D, 6/2,51,200 10:36:31 AM S. Fence Maximum slope length Maximum tributary orpa .25 bqre/100ft_,-"" of fence, 20 4 Moxlindm Silt fence J -Turn lost, 6" o Wtdth=,5,QQ* Teh'cb up-slope Silt fence 'constructed along level contour Filter fdbrld­� Flow b -,J rn in Filter fabric, 114 Post 6 TV 0.0, (,m -ax) Cbmpated ,backfill litotes /I 1'. Construct the, silt fence a level -contour. 1, 2. Silt fences shall remain 'in, place until the diWurbed area is permanently ,stabilized. _T Pr�V;de, `sufficiepl :,roolnfor runoff to, pond behind the fisoce andallow sediment removal, equipment to pass betWee , n the silt fence, and toe of" slope or other' obstructions;. About 1200 sq. ft. of ponding area shall be provided for every acre Oraining, to, the fence. r a 4. Turn enols of the ililtOr' fiePce uphill to P.�W,07t , 0 MW ter fro ,, m flo wIng ,around the fence. 5. Leave 'an undisturbed' or stabilized area JmmedictetK downslope from the fence. tx. go not place in live stream or intermittentbl, flowing ch an,,nels. 7. Whoa standard 'filter fGhric, is Used, d support- fence shok -66, fasi6eneo, securely to the upslqpe� side of the posts, using heavy-duty wire staples at least I inch long, tic wires or hog rings., SILT FzisENCE 1,,6/16/2W3_ COUNTY OF KERN STATE OF C'�NLIFORNI/k NPH!, .13MP P _ATE N ENT$ AND' :EROSION ELOPMEN 1' D PAWIN, ft DEV SE D I �,4111 B IM111, P F i G:\EXCI4,A-l�.G'E�l�C,�di3n\NPI),Es,']gN4PSI,SWPi3Ol,d-wg,"B'M'P.H, 6/2512,003 J*63,83,6 AM AS -GRADED ,??Q0FESS/av CTJ W 10) HI T F,y y`� C I /No. C-051930 sr C/VJ\_ OF CAL\V //�/l ir $.:I M 00 LLJ V\k0FESS J W No. C-051930 clvl� OF CALF STARLIZED CONSTRUCTION ENTRANCE V) 0 1�1g 5/2 "'Xn, 'q 1€ OF KERN TF 0, KMp �_A I . . .... J, D, Ely-- S�ATE OF CALIFORINA 0 IM . . . ........... I .......... .. ..... ... as �?­U? L_ V71 N11"'S ANO MIS Ibmp C STANDAi,,D CONTF, V) 0, GAUXCHANGMIPC\dan�NPDE� BMPa\,S)X1PPP1 Awl BMP C, 6/25/2003 10:36:03 AM Absorbent 'Cleo Material Impervious Surface/Linimg, Bermed Containment Area Notes: 1. Fueling shall be performed in -a designated area,' away from drainage courses. ,?., 4bsorbent cleanup m s6aff be on site and .used immediqtey in the 'event ofasp& VEHICLE.1,", EQ UV ... P'JI&NT FUELING LAI U COUNTY OF KERN WDS a. PLAE, NO, BE= FIATE Or ,CALJT P0RRNIA EOMP Wn D EVEILOPM EN I SEDIM1111ENTS AND EROSION B N/1 P G STANDARD CONTROL BIvfP O� 6/Z12003 fl.;49:51 AM ,Notes:, L, 5olVSlope stabilization practices shall be designed to preserve existingvegetation , where feasible and to revogetate open areas as soon as feasible after grading. ,These control practices shall ina/ude temporary' seeding, permanent seeding, mulching, sod stabilization,, vegetative buffer strips, protection of trees, or other soil stabi'lizati'on practlqes. 2. Soil stabilization shall be 4orplemented on a// inactive disturbed areas from November I thru April' 15 and on all disturbed areas during a rain event or Potential rain. J. Stabilization Practices shall controlprevent erosion from the forces of' wind and water.. 4. Stabilization ,practices shall ba implemented in conjunction with se'diment lrcppinalfilt6rin9 practices and practices to reduce the tracking of sediment onto Paved roads. 5. When using straw mulching, the minimum application shall be 2 tons/acre. Mulch, must be anchored immediately to minimize loss .by wind or water. 6, Whenusing hydroseedinalmulching, the minimum application of wood fiber shall be 1,500 lbs/acre, that does not contain more than 50 percent newsprint. 7 For seeding recommendations, contact: LISDA, Natural Resources Conservation Service at 5000 California Avenue, Bakersfield, CA 9J309-0725. Phone: (561) JJ6-0967 U EROSION CONTROL r" iTE NIO, r,,,'0IjN7Y 0" K`RN I_ , E I t n IM 'A,, 7 � ',LJ13"ORNIA , 'J L 'D "e, E, .......... 1_Z"F,'DIMF_,NTS LER0,"'W11"IT"i 1AW1111 �",)V C, p- .. . ......... )A i PUN U 11"�__4_� . ...... . . ......... . ......... ........ G:\F,XCI-i,AX(-ff'g-,I'C\dW\NPDES BMPS\SWPPP1,dwg,, RMP D, 6/2,51,200 10:36:31 AM S. Fence Maximum slope length Maximum tributary orpa .25 bqre/100ft_,-"" of fence, 20 4 Moxlindm Silt fence J -Turn lost, 6" o Wtdth=,5,QQ* Teh'cb up-slope Silt fence 'constructed along level contour Filter fdbrld­� Flow b -,J rn in Filter fabric, 114 Post 6 TV 0.0, (,m -ax) Cbmpated ,backfill litotes /I 1'. Construct the, silt fence a level -contour. 1, 2. Silt fences shall remain 'in, place until the diWurbed area is permanently ,stabilized. _T Pr�V;de, `sufficiepl :,roolnfor runoff to, pond behind the fisoce andallow sediment removal, equipment to pass betWee , n the silt fence, and toe of" slope or other' obstructions;. About 1200 sq. ft. of ponding area shall be provided for every acre Oraining, to, the fence. r a 4. Turn enols of the ililtOr' fiePce uphill to P.�W,07t , 0 MW ter fro ,, m flo wIng ,around the fence. 5. Leave 'an undisturbed' or stabilized area JmmedictetK downslope from the fence. tx. go not place in live stream or intermittentbl, flowing ch an,,nels. 7. Whoa standard 'filter fGhric, is Used, d support- fence shok -66, fasi6eneo, securely to the upslqpe� side of the posts, using heavy-duty wire staples at least I inch long, tic wires or hog rings., SILT FzisENCE 1,,6/16/2W3_ COUNTY OF KERN STATE OF C'�NLIFORNI/k NPH!, .13MP P _ATE N ENT$ AND' :EROSION ELOPMEN 1' D PAWIN, ft DEV SE D I �,4111 B IM111, P F i G:\EXCI4,A-l�.G'E�l�C,�di3n\NPI),Es,']gN4PSI,SWPi3Ol,d-wg,"B'M'P.H, 6/2512,003 J*63,83,6 AM AS -GRADED ,??Q0FESS/av CTJ W 10) HI T F,y y`� C I /No. C-051930 sr C/VJ\_ OF CAL\V //�/l ir $.:I M 00 LLJ V\k0FESS J W No. C-051930 clvl� OF CALF L (N C) V) UJ r\J Ce - r IM LL] V) 0, IIS LLJ > C) O ZD Ln V) Ce < 8 0 C) Li] LIJ _J LIJ E 0 MO < C-, CD CD DESIGNER: JEM CHECKED BY: DGW I DATE: 1/5/16 'J Qu i C14 C14I W) P5 0 SCALE: LJ -� LL, E LLQ C: G ZZ NO: 3641600GRD => I� Cf) to co 0 cr�_ 0 SHEET Ln LU 00 Yx (D < 0 U 3 3t 18 I F--% 04 M W 3t L (N C) V) UJ r\J Ce - r IM V) Z IIS C) O Ln Ce < 0 C) U LC) CD CD DESIGNER: JEM CHECKED BY: DGW DATE: 1/5/16 Liz DRAFTER MAA SCALE: AS SHOWN COMP. NO: 3641600GRD => I� JOB NO.: 364-16-00 SHEET C-5.1 18 LJ_J OF 18 cl-