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HomeMy WebLinkAbout6.9-311GENERAL 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 #022-18079 BY KRAZAN & ASSOCIATES, INC. DATED AUGUST 20, 2018. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. PHONE (661) 326-3049. 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 NTH 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 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 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 UTILITIES DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS. 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 CONSULTANTS PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 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. 21. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVER/CONTARCTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 23. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27 ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 24. ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY ENGINEER. 25. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT' (NOG TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED NTH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ 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 (SWEEP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C384932 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 26. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL DERREL'S MINI STORAGE FACILITY #7 SITE GRADI G AND DRAT AGE PLA 101 MT. VERNON AVENUE BAKERSFIELD, CA. 93307 SPR#18-0234 APN: 141-300 feiEiY• • 'TN ---------- - -- - - --- -- -_--- --`----`---`---`----`----`---`---`--- -`-----`--------- TEXAS STREET (PRIVATE DRIVE----�--- NEW STREET LIGHT TO BE LOCATED BEHIND WALK PER C.O.B. STANDARD ST -22 SHOWN ON SHEET C-1.1. LOCATION TO BE 10' SOUTH OF NORTHERN PROPERTY LINE. STREET UGHT NUMBER EU -ASSIGNED BY C.O.B. I CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. t BENCHMARK: TOP OF BRASS CAP MONUMENT AT THE CL INTERSECTION OF BRUDAGE AND OSWELL. ELEV = 392.85 PER CITY OF BAKERSFIELD BM BOOK AT FRONT COUNTER, 1ST FLOOR PW DEPARTMENT. (ANY TOPO DATA FROM 154-01-00 SHALL HAVE A DATUM ADJUSTMENT OF +0.85.) UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. I _..__-.._. _..------. .... .._.._.._.._ ._.._.._.._.._.-.._.._.._.. F- r_ -------------- L_.._.._.._.._.._.._.._.._.._.._.._.._.. _..-.. _.. _.. ---------------- _.._.._.._.._.._.._.._.. _L L--------------------`L--L------------------- I - ------------- SEE SH EET ®-------- ----------------- .. ._.._.._.._.._.---.. _ - 1 I ----------------- L ------------------- ___.L_____________ _J _ -I ® t'v...------------------------------ .. T-r -------------------- I ---®-----------------1-L - ---------------� ... __..................................._.._.._.._.._.._.._.._____.._.._.._.._..-.. .sT__.r____ ®____ ---------- ® __-________� I i I' _._®_.._.._ SEE SHEET C - I I I I It C-1.0 ___ ____- r - r J IRAJFI GIYL,WJURC� ' ---- C-2.0 GRADING BLOWUP C-2.1 E- SHEET_C-21--------------------- , Ni I z ---SEE-DETAIL ---- ------------------------------------------------------ z �I'I - F -1- -- --- EXISTING STORAGE FACILITY - --T oz m Z'w 509-04-00 �1 � o Ili til II_----- I L_7 - APN: 141-300-07 - ----------------------------------------------------- --- ----------------- W 58 � , --- rw M °IIII I StAI - W MI 14-}1 -------- --------------------- -----------" ILII L--- -' LU Z V fV WW moa ------------------------------------------------------------ --, o 00 -� a �' N 44zrl I CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. t BENCHMARK: TOP OF BRASS CAP MONUMENT AT THE CL INTERSECTION OF BRUDAGE AND OSWELL. ELEV = 392.85 PER CITY OF BAKERSFIELD BM BOOK AT FRONT COUNTER, 1ST FLOOR PW DEPARTMENT. (ANY TOPO DATA FROM 154-01-00 SHALL HAVE A DATUM ADJUSTMENT OF +0.85.) UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. I _..__-.._. _..------. .... .._.._.._.._ ._.._.._.._.._.-.._.._.._.. F- r_ -------------- L_.._.._.._.._.._.._.._.._.._.._.._.._.. _..-.. _.. _.. ---------------- _.._.._.._.._.._.._.._.. _L L--------------------`L--L------------------- I - ------------- SEE SH EET ®-------- ----------------- .. ._.._.._.._.._.---.. _ - 1 I ----------------- L ------------------- ___.L_____________ _J _ -I ® t'v...------------------------------ .. T-r -------------------- I ---®-----------------1-L - ---------------� ... __..................................._.._.._.._.._.._.._.._____.._.._.._.._..-.. .sT__.r____ ®____ ---------- ® __-________� I i I' _._®_.._.._ SEE SHEET C - I I I I EARTHWORK QUANTITIES: KEY MAP SCALE: 1" = 100' CUBIC YARDS CUT (RAW) = 8,140 G.Y. NPDES NOTES: CUBIC YARDS FILL (RAW) = 3,400 C.Y. OVEREXCAVATION (1')= 6,860 C.Y. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL CUBIC YARDS CUT (ADJUSTED) = 15,000 C.Y. APPLICABLE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS CUBIC YARDS FILL (ADJUSTED) = (6,860+3,400)X1.3' = 13,340 C.Y. FOR THIS SITE. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL SITE-SPECIFIC BEST MANAGEMENT PRACTICES (BMPs) PER THESE PLANS. TOTAL EARTHWORK QUANTITIES = 1,660 C.Y. EXPORT THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: '(FILL WAS CALCULATED WITH A COMPACTION FACTOR OF 1.3) A CURRENT COPY OF THE SITE SPECIFIC STORM WATER POLLUTION PREVENTION PLAN ptTI-0S IS CONSIDERED A BALANCED QUANTITY FOR EARTHWORK. (SWPPP) SHALL BE KEPT ON-SITE AT ALL TIMES DURING CONSTRUCTION ACTIVITIES. •UPDATING THE SWPPP AS REQUIRED N CONSTRUCTION, MAINTENANCE, AND MONITORING OF ALL SITE-SPECIFIC BEST MANAGEMENT PRACTICES (BMP'S) AS CALLED FOR IN THE SWPPP. TI i TEXAS STREET - -- t---- =- --__- ------------- ® I I o "0' N 20' EMERGENCY ACCESS EASEMENT TO BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMIT I I I I I I I I I I I ENGINEER'S STATEMENT: �� C-1.0 ___ ____- r - r J al ----------------- ' ---- C-2.0 GRADING BLOWUP C-2.1 I , DETAILS z SITE ¢o C-4.1 7 U w i F z z m Z'w 509-04-00 L N: � EARTHWORK QUANTITIES: KEY MAP SCALE: 1" = 100' CUBIC YARDS CUT (RAW) = 8,140 G.Y. NPDES NOTES: CUBIC YARDS FILL (RAW) = 3,400 C.Y. OVEREXCAVATION (1')= 6,860 C.Y. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL CUBIC YARDS CUT (ADJUSTED) = 15,000 C.Y. APPLICABLE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS CUBIC YARDS FILL (ADJUSTED) = (6,860+3,400)X1.3' = 13,340 C.Y. FOR THIS SITE. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL SITE-SPECIFIC BEST MANAGEMENT PRACTICES (BMPs) PER THESE PLANS. TOTAL EARTHWORK QUANTITIES = 1,660 C.Y. EXPORT THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: '(FILL WAS CALCULATED WITH A COMPACTION FACTOR OF 1.3) A CURRENT COPY OF THE SITE SPECIFIC STORM WATER POLLUTION PREVENTION PLAN ptTI-0S IS CONSIDERED A BALANCED QUANTITY FOR EARTHWORK. (SWPPP) SHALL BE KEPT ON-SITE AT ALL TIMES DURING CONSTRUCTION ACTIVITIES. •UPDATING THE SWPPP AS REQUIRED N CONSTRUCTION, MAINTENANCE, AND MONITORING OF ALL SITE-SPECIFIC BEST MANAGEMENT PRACTICES (BMP'S) AS CALLED FOR IN THE SWPPP. TI i TEXAS STREET - -- t---- =- --__- ------------- ® I I o "0' N 20' EMERGENCY ACCESS EASEMENT TO BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMIT I I I I I I I I I I I ENGINEER'S STATEMENT: VICINITY MAIRECEIVEC N.T.S. FEB 0 5 2019 CITY OF BAKERSFIELD BUILDING DEPARTMENT Know what's below. Call before you dig. CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTIUMT AT LEAST 72 HOURS PRIOR TO BEGNNNG CONSTRUCTON SITE ADDRESS 101 MT. VERNON AVENUE BAKERSFIELD, CA 93307 APN: 141-300-37 LEGAL DESCRIPTION LOT 1 OF LOT LINE ADJUSTMENT 17-0052 AS CERTIFICATE OF COMPLIANCE RECORDED SEPTEMBER 8, 2017 AS INSTRUMENT NO. 217120950 OF OFFICIAL RECORDS OF THE OFFICE OF THE KERN COUNTY RECORDER. SHEET INDEX SHEET TEXAS STREET C-1.0 COVER SHEET AND NOTES (PRIVATE DRIVE) NOTES AND HCP/ITP C-2.0 GRADING BLOWUP C-2.1 GRADING BLOWUP C-3.0 DETAILS z SITE ¢o C-4.1 � U w i F z z m Z'w 509-04-00 z rn m � o J ¢ I E BRUNDAGE LN W 58 � VICINITY MAIRECEIVEC N.T.S. FEB 0 5 2019 CITY OF BAKERSFIELD BUILDING DEPARTMENT Know what's below. Call before you dig. CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTIUMT AT LEAST 72 HOURS PRIOR TO BEGNNNG CONSTRUCTON SITE ADDRESS 101 MT. VERNON AVENUE BAKERSFIELD, CA 93307 APN: 141-300-37 LEGAL DESCRIPTION LOT 1 OF LOT LINE ADJUSTMENT 17-0052 AS CERTIFICATE OF COMPLIANCE RECORDED SEPTEMBER 8, 2017 AS INSTRUMENT NO. 217120950 OF OFFICIAL RECORDS OF THE OFFICE OF THE KERN COUNTY RECORDER. SHEET INDEX SHEET DESCRIPTION C-1.0 COVER SHEET AND NOTES C-1.1 NOTES AND HCP/ITP C-2.0 GRADING BLOWUP C-2.1 GRADING BLOWUP C-3.0 DETAILS C-4.0 EROSION CONTROL PLAN C-4.1 EROSION CONTROL DETAILS DRAINAGE QUANTITIES QUANTITIES ITEM 1 EA. - STANDARD STORMDRAIN MANHOLE ±674 L.F. - 18" SDR -35 4 EA. - 31 JENSEN DRAINAGE INLET BOX The GRADING PLAN as Shown on this drawing is hereby approved, eebiWoai indicaledcorrecl,nnsoiaoitions Approval by the Public Works Department and Building Deparonenl,ndicates approval only as to deagn colena used and 1o11m11nance to City Standal Codes and Ordinances Engna,for theeuUdmider or developer shall beresponsible for accuracy, of calculations Or this plan and Shall Submit a c%tdied'i grafted plan after coorthetmn of the grading. APPROVED BY: Works Department Date Building Department Date THESE PLANS AND SPECIFICATIONS WERE PREPARED 3Y ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF B \KERSFIELD ORDINANCES, STANDARDS, AND DESIGN F CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMI NTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIOJS OF THOSE ORDINANCES, STANDARDS OR DESIGN - CRITERIA ENCOUNTERED DURING CONSTRUCTION SEAL. BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGIIIEER. --- • KEEPING OFCTHE FAPPROPRIAALL TE RECORDS ASSOCIATED RED TESTING, GWITHDTHESE TRAINING E ACTIVITIES. 1 _ _ APPROVED BY: // WDID: 5F15C384932 L�l y 2 �G DERRILL G. WHITTEN JR. DATE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION BASIS OF BEARING: R.G.E. # C-051930 CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE SOUTH LINE THE SW j OF SEC 34, T29S, R28E MDBM (CL CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO OF BRUNDAGE LANE) BEARING N8934'00"E APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO PER PM 3113 RECORDED IN BOOK 14 AT PAGE 85. DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 6.9-311 No.� C-051930 CIV(. z 0 w DATE: 01/16/2019 a (/1 hd Z w } DATE: 01/16/2019 a (/1 MY o Z Q 00 J z LTA DATE: 01/16/2019 a z MY �I 00 SCALE: AS SHOWN V - COMP. NO: 9 w i O z m Z'w 509-04-00 z rn m W d Vl J ¢ I W 1 � rw M 3,A vi I31 S µi vi StAI - W U A LU Z V fV WW moa C7 o 00 -� a �' N 44zrl GZ ,I Q 0 LU � U J DATE: 01/16/2019 � DRAFTER: el �I 00 SCALE: AS SHOWN V - COMP. NO: 5090400_GRD w i O W N m Z'w 509-04-00 z rn m W d Vl J ¢ I W 1 � rw M 3,A vi I31 S µi vi StAI - W A LU V fV WW moa C7 o 00 -� a �' N 44zrl GZ ,I Q LU � U J Lu U 1) Q N LL_ DESIGNER: MAS CHECKED BY: DOW DATE: 01/16/2019 � DRAFTER: MDO 00 SCALE: AS SHOWN - COMP. NO: 5090400_GRD ~ JOB NO.: 509-04-00 SHEET � C-1.0 1 1 OF 7 3,A vi I31 S µi vi StAI - sy GRADING IMPROVEMENT NOTES ALL GRADING, EXCAVATION AND SOILS PREPARATION SHALL BE DONE IN CONFORMANCE NTH THE 2016 CALIFORNIA BUILDING CODE APPENDIX J, REQUIREMENTS OF THE CITY OF BAKERSFIELD AND SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART HEREOF IN THE GEOTECHNICAL INVESTIGATION #022-18079 BY KRAZAN & ASSOCIATES, INC. DATED AUGUST 20, 2018; 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 SURFACE (FS) 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. 4. ALL RAMPS SHALL BE COMPLIANT WITH 28 CFR PART 36. REFER TO ARCHITECTURAL PLANS FOR DETAIL. 5. ALL CUT OR FILL SLOPES SHALL BE 2:1 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. CONTRACTOR SHALL STOCKPILE ALL ROCKS GREATER THAN 4" IN DIAMETER TO BE USED AS LANDSCAPE MATERIAL. LARGE BOULDERS SHALL BE USED FOR DECORATIVE LANDSCAPING. 10. DUST SHALL BE CONTROLLED DURING GRADING BY WATERING OR OTHER APPROVED MEASURES. 11. 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. 12. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 13. 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. 14. 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. 15. 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). 16. ENTRANCE TO AND FROM THE PROJECT SITE SHALL BE MAINTAINED IN A MANNER THAT LIMITS TRACKING OF ORGANIC MATERIAL OFFSITE. 17. 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, NTH THE FREQUENCY OF SPRAIING DEPENDENT ON WEATHER CONDITIONS. VERIFICATION OF COMPUANCE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFlELD PUBLIC WORKS/BUILDING INSPECTION DIVISION. 18. DURING GRADING OPERATIONS, ALL ACTIVITY SHALL BE RESTRICTED TO PERIODS OF LOW WIND TO REDUCE DUST EMISSIONS. VERIFICATION OF COMPLIANCE NTH THIS MITIGATION MEASURE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFlELD PUBLIC WORKS/BUILDING INSPECTION DIVISION. 19. DURING GRADING AND CONSTRUCTION, ALL ACTIVITIES ADJACENT TO RESIDENTIAL DEVELOPMENT SHALL BE UMITED 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 BAKERSFlELD PUBLIC WORKS/BUILDING INSPECTION DIVISION. 20. 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 NTH THIS MITIGATION MEASURE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFlELD PUBLIC WORKS/BUILDING INSPECTION DIVISION. 21. DURING GRADING AND CONSTRUCTION, PLANNED PM MITIGATION MEASURES WILL BE ADHERED TOO. 22. 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. 23. CONTRACTOR SHALL COMPLY WITH THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AT ALL TIMES AND THE SWPPP SHALL ALWAYS BE AVAILABLE FOR PUBUC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C384932 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 24. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORTS, SPECIFICATIONS AND CODES NTHIN HIS PURVIEW. STORM DRAIN NOTES A. ALL STORM DRAINAGE INLETS IN TRAFFIC OR PAVEMENT AREAS SHALL BE H-20-44 LOAD RATED. B. 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. C. 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. D. 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. E. 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. F. 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. G. 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. H. 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. I. NO TUNNELING OR JACKING WILL BE PERMITTED WITHOUT PERMISSION FROM THE CITY. J. 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. K. 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. L. 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 FILUNG 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. M. MANUFACTURER'S RECOMMENDATIONS ON PROPER PROCEDURE FOR LAYING PIPE SHALL BE FOLLOWED. N. 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 DIAMETER. 0. AT THE CLOSE OF WORK EACH DAY, OR WHENEVER THE WORK CEASES FOR ANY REASON, THE END OF THE PIPE SHALL BE SECURELY CLOSED. P. 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 UTLIUTIES) AT THE SAME TIME, AS DIRECTED BY THE INSPECTOR. Cost xm or sad aV riM set s - b 1.15' (a4m) Pak f/na + 0.0615' (1mm) If- (a.➢n) min. bm s 11.5' (aJm) M. bdt code BASE PLATE (PLAN) Sa dotal ST -11 kr m lvd slrc t #01 nwnhnbry. 4.0' x 65' (Kama x I65mm) NmAad roro w#h 0.15' x / 5' (6.5w x 46m) ra*k enat Idly welded to mlvde of hoe a5' Glom) 13 NC O'anon9 of wdded to k.� of pek oppoMe hmdwle kr )2'K 12"x LO' (RJm x 0.3n x 15nm) Bose plot, (wdetG o604 4 ASM A -JOT mMrc balk 1.0' x 10', t0' ' (15mm x 09m x I00mn) rib ha ah AWLv mut and two wostn Bt •aM bdt. 1.0' (50mm) ywd wmW batt oBr k ding 1' nm) edW ' 1z2' Win) mm. mAd eae Llaas 5' nan- aA 6Nd- cost r cost Tamdafim 1 11Iz'I Ir. No grout MLrpbde m wz'a pok shat side BASE PLATE (PROFILE) L10I Pok-� Pam Bac seo shrwkN ST -1J TYPICAL LOCATION DETAILS STANDARD STREET LIGHT MAST ARM TYPE ST -22 NOTE STREET LIGHT SHALL BE PLACED BEHIND EXISTING SIDEWALK WITHIN EMSTING LANDSCAPE AREA. TEXAS STREET -7 no ® LIMITS OF DISTURBED AREA HCP/ITP FEE AREA 10.31 ACRES GROSS - (CURRENTLY UNDEVELOPED) n F7 L 0 EQ G MBHCP STATEMENT: ALL "UNDEVELOPED LANDS" THAT WILL BE GRUBBED, ALTERED, DRIVEN -OVER, OR USED TO DEVELOP THE IMPROVEMENS ON THIS GRADING PLAN IS SHOWN WITHIN THE DELINEATED DASH -DOT -DOT BOUNDARY LINE. HCP STATEMENT: "UNDEVELOPED LANDS" NOT SHOWN ON THIS GRADING PLAN WILL NOT BE USED TO DEVELOP THE DEPICTED IMPROVEMI NTS. LIMITS OF DISTURBED AREA, HCI'/ITP SCALE: 1" = 80' 10.31 ACRES OF DI':TURBED AREA/HCP FEE AREA SPR#18-0234 HCP FEE CALCULATION: 10.31 ACRES X $2,145/ACRE=$22,114.95 NO WORK SHALL EXCEED THE CONSTRUCTION LIMIT SHOWN WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD AND THE CITY OF BAKERSFlELD. THE NEW LIMITS SHALL BE REVIEWED PRIOR TO USE OF THE UNDEVELCPED/DEVELOPED LANDS. TRAILERS/STORAGE AREAS/VEHICLE MANEUVERING SHALL NOT EXCEED THE UMITS AS SHOWN. ALL USE OF UNDEVELOPED/DEVELOPED LANDS SHALL BE WITHIN THESE LIMITS AND ARE CLEARLY SHOWN ON TIESE GRADING PLANS. THE MBHCP PROJECT IS GRADING PLAN PERMIT #18-40000048. CROSS REFERENCE: SPR#18-0234 MBHCP COMPLIANCE STATEMENT: I CERTIFY UNDER PENALTY OF LAW, BASED ON INFORMATION AND BELIEF FORMED AFTER REASONABLE INQUIRY, THAT THE SUBMITTED DOCUMENTS ACCURATELY DEPICT THE PROPOSED URBAN DEVELOPMENT AREA AND THAT THEE STATEMENTS AND INFORMATION CONTAINED HEREIN ARE TRUE, ACCURATE AND COMPLETE. e7/I<ley"�wAm DERRILL G. WHITTEN JR. R.C.E. # C-051930 DATE 6.9-311 CITY RECORDS NO. C7 z r w 7) V) 0 z J 0 Z a ¢ Warn W�Nn Z d' a v�ima Z �m LL z w U 0 z ZO DESIGNER: CHECKED BY: DATE: DRAFTER: SCALE: COMP. NO: JOE NO.: DOW v VE VWAA 61 VAN 1/16/2019 -7 no ® LIMITS OF DISTURBED AREA HCP/ITP FEE AREA 10.31 ACRES GROSS - (CURRENTLY UNDEVELOPED) n F7 L 0 EQ G MBHCP STATEMENT: ALL "UNDEVELOPED LANDS" THAT WILL BE GRUBBED, ALTERED, DRIVEN -OVER, OR USED TO DEVELOP THE IMPROVEMENS ON THIS GRADING PLAN IS SHOWN WITHIN THE DELINEATED DASH -DOT -DOT BOUNDARY LINE. HCP STATEMENT: "UNDEVELOPED LANDS" NOT SHOWN ON THIS GRADING PLAN WILL NOT BE USED TO DEVELOP THE DEPICTED IMPROVEMI NTS. LIMITS OF DISTURBED AREA, HCI'/ITP SCALE: 1" = 80' 10.31 ACRES OF DI':TURBED AREA/HCP FEE AREA SPR#18-0234 HCP FEE CALCULATION: 10.31 ACRES X $2,145/ACRE=$22,114.95 NO WORK SHALL EXCEED THE CONSTRUCTION LIMIT SHOWN WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF RECORD AND THE CITY OF BAKERSFlELD. THE NEW LIMITS SHALL BE REVIEWED PRIOR TO USE OF THE UNDEVELCPED/DEVELOPED LANDS. TRAILERS/STORAGE AREAS/VEHICLE MANEUVERING SHALL NOT EXCEED THE UMITS AS SHOWN. ALL USE OF UNDEVELOPED/DEVELOPED LANDS SHALL BE WITHIN THESE LIMITS AND ARE CLEARLY SHOWN ON TIESE GRADING PLANS. THE MBHCP PROJECT IS GRADING PLAN PERMIT #18-40000048. CROSS REFERENCE: SPR#18-0234 MBHCP COMPLIANCE STATEMENT: I CERTIFY UNDER PENALTY OF LAW, BASED ON INFORMATION AND BELIEF FORMED AFTER REASONABLE INQUIRY, THAT THE SUBMITTED DOCUMENTS ACCURATELY DEPICT THE PROPOSED URBAN DEVELOPMENT AREA AND THAT THEE STATEMENTS AND INFORMATION CONTAINED HEREIN ARE TRUE, ACCURATE AND COMPLETE. e7/I<ley"�wAm DERRILL G. WHITTEN JR. R.C.E. # C-051930 DATE 6.9-311 CITY RECORDS NO. C7 z r w 7) V) 0 z J 0 Z a ¢ Warn W�Nn Z d' a v�ima Z �m LL z w U 0 z ZO DESIGNER: CHECKED BY: DATE: DRAFTER: SCALE: COMP. NO: JOE NO.: DOW v 1/16/2019 t MOO AS SHOWN 90400_GRD ~ 09-04-00 SHEET 2 w OF 7 0 - MATCHEINE SEE SHEET 2.1 _IK I FL o m 390.35 Im 1�' o.z5% ^. • T J 1r m ap NMI vi 6 16 FF -390.88 0.25R FF=390.29 / n y,41x FF=390.37 35 0 o.zs% FF=391.00 FS=390.76 3s„o, FS=390.16 FS= 390.24 n / FS=390.87 23.4' a \ FF=390.92 � s" FS=390.80 o o e T 6.74% ee g I oc W8 W8 W8 - W8 -�` W8 - _ I� W8 - - . W8- - - W8 - iJ90.0� 0 1% MIN 1 .N - - - - - �� - - 390.09 j 6.25% N 1 o f 0.25% FS 369.56 N 0 M. 0 0.25% m FL m ^ FS 390.00_____ m FF -3 63 TYP. N s - T m ----- �I _ _ _ ( ) FS- 0.70 O z.79R FF=3 . 0 o.zsx FF=390.38 FF=390.38 0.00% FF=390.38 2.31% m I FS 389.65 FS 389.32 �, Z17R n 33 FS=390.26 34 FS=390.26 m wJ D FF=390.77 FS=389.87 O FS=390.26 T �' rq 1% MI FS=390.65 31.1' 1 ow "J4.3' - - - - (TYR.) 0.44% +�! 0.25% N� 62 6.68% 0 x o o f FL 389.97 y - FS=390.50 o 1 FF=390.62 r 14P{� 33.1' Ns5% FF=389.61 0.44% FF=390.50 FF=390.50 6a5% FF=390.12 zsaR �; I 1.08% 31 32 FS=389.69 O FS=390.37 FS=390.37 FS=389.99 (TYP J 1.18% 4.6' I �"�1 0 oast 4.6 -Ij 0.25% i` C-3.( 2:1 HPPEP rn � 20' lyg9 o1 21 6 3.ou ~ FF=389.58 29 o.3sx FF=390.12 a FF=390.12 30 (389.0)- FF 389.77 z.63x tet- J -/ O 20' IF - FS=369.46 FS=390.00 � FS=390.00 FS=389.65 18.7' BOTTOM OF SUMP I- 20.5' _ 0.25% 24.2' -{ �, 4 ELEV=376.00 4 20' 20.1' l p T W\ o 0.27% . to `/ TYP.. 0.25% 18 T - N u w N " INV = 376.25 N�a 18° INV = 376.25 - I o FL 389.19 y o z O � o � 2.30% INSTALL �±72.62 L. 1s r FS 368.51 FS 386.60 OF 18" JD PIPE FF=390.32 uJ FF=389.81 o.zsx FF=389.34 �B s.76x - z.61z FF=369.30 27 o.27x FF=389.81 FS=389.59 2s FS=389.21 M FS 388.78 / F5=390.20 Fr- e.6sx FS=389.17 FS=389.59 �,, _ - � - S 8 - - 9 a n 5.4' OF 18" SO PIPE o.a1x 9 FS 388.69---------� 55 Jo. o.25% 9 - 0.25% 1 B o '� DIg2, TG 388.5 D18 _ 7� D18 uF TG 388.40 y NI 0i5R o - - 1 - FL 388 76 JT DI#1, TG 388.51 o f ` S' HP - �$ o^ HP 18" INV = 379.18 N _ 18" INV - 378.83 W e o FF=389.02 FF=389.83 _ 18" INV = 37 .83 E }a 0.19R FF=389.02 o x FF=389.48 13 0136% FF=388.92 �I FF=389.37 1^ FS=388.90 10.1 FS=389.70 6 12 FF=389.48 FS=389.35 F = F5=389. T FS=388.90 F - ■ ° q - - - - - - - - - 889' 52.8 24' N89'34'O6"E 633.89 T T T I77t7777"7° � 6 I FS -77 391.49 g fi 6 fi _ _------- 0.25R MIN. J INSTALL ±93.13 L.F. - OF 18" SO PIPE --------------------7 �IIS EX. FS F ,�391.11 EX. FS � 9 I I I I 3, T 388.52 o l 18" INV 37911}1 �/NE INSTA 1.1 F. o l OF 1 PIP I m l 9 I I ---- w a I L - - - - - - - FF=388.98 ��� F5=388.80 -Ip%p NOT A PART N N _ _ _ _ _ ,� - I w 0% I o SH RI 1 1 " INVEXISTING SUMP TO BE INFILLED; 0.25% MIN. DEMO EXISTING OUTLET STRUCTURE. F- - - - F$ T F CH EX.TFS 1 FSH 88.80 I L - 1 _ J �NI591-O'19"E 77_58� �----- X. BLDG 1 TO REMAIfJI � 6 F5=388.80 (� ��- �I "I I� D -3. PAVING LEGEND W FF=0.00 TYPE z THICKNESS WB CONCRETE DRIVE 4" CLASS B PORTLAND CEMENT CONCRETE/ W6 EXISTING WATER MAIN & SIZE F 6" COMPACT NATIVE SOIL x(303}� EXISTING CONTOUR W/ELEVATION 5" CLASS B PORTLAND CEMENT CONCRETE/ FS=0.00 CONCRETE DRIVE Q FIRE EXTINGUISHER BY OTHERS D� SIGHT LIGHTING BY OTHERS o 6" COMPACT NATIVE SOIL PORTLAND CEMENT CONCRETE - (MINIMUM MODULUS OF RUPTURE -550 PSI, 28 -DAY COMPRESSIVE STRENGTH OF 3,000 PSI) AGGREGATE BASE - COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION (ASTM D1557) SUBGRADE SOILS COMPACTION - COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION (ASTM D1557) RETENTION BASIN NOTES LOWEST INLET FLOWLINE ELEVATION= 385.00 HIGH WATER LINE ELEVATION= 384.00 BOTTOM OF BASIN ELEVATION= 376.00 MAXIMUM DEPTH OF WATER= 8 FT. VOLUME REQUIRED= 2,640 CU. YD. VOLUME PROVIDED= 2,668 CU. YD. CONSTRUCTION NOTES T1 jENSEN 24" SB INSTATENOT USED O2 INSTALL SDMH PER C.O.B. STD. PLATE D-16 - SEE SHEET C-3.0 O3 CONSTRUCT DRAINAGE BASIN PER C.O.B. STD. PLATE D-9 - SEE SHEET C-3.0 ® CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. PLATE D-10 - SEE SHEET C-3.0 OS CONSTRUCT 6' CHAIN LINK FENCE AND GATE PER C.O.B. STD. PLATES D-12 & D-13 - SEE SHEET C-3.0 ©CONSTRUCT 6' HIGH WALL BY OTHERS. PERIMETER WALL TO BE CONSTRUCTED BETWEEN BUILDINGS ONLY. O CONSTRUCT 36" WIDE WHEEL STOPS BETWEEN BUILDINGS BY OTHERS ® 9'X20' PARKING STALL (D INSTALL JENSEN 36" SD D.I. (SEE DETAIL "F" ON SHEET C-3.0) LEGEND W FF=0.00 2 HOUR FIRE WALL z SITE BOUNDARY WB NEW WATER LINE & SIZE D12 NEW STORM DRAIN LINE & SIZE W6 EXISTING WATER MAIN & SIZE F EXISTING FENCEUNE x(303}� EXISTING CONTOUR W/ELEVATION o00aa NEW CATCH BASIN FS=0.00 NEW STORM DRAIN/SEWER MANHOLE Q FIRE EXTINGUISHER BY OTHERS D� SIGHT LIGHTING BY OTHERS o WHEEL STOPS BY OTHERS 0 BOLLARDS BY OTHERS 0 NEW WATER VALVE xy NEW FIRE HYDRANT © NEW WATER METER D� �S EXISTING STORM DRAIN/SEWER MANHOLE ca) EXISTING POWER POLE C EXISTING VALVE BOX Dia EXISTING WATER METER D EX. SPRINKLER CONROL BOX FS 305.50 � - FUTURE PHASE GRADE ELEVATION FS 305.50 � - PROPOSED GRADE ELEVATION 2.0% w - PROPOSED GRADIENT FL = FLOWLINE FS = FINISHED SURFACE FF = FINISHED FLOOR INV = INVERT OF PIPE HP = HIGH POINT TO = TOP OF GRATE GB = GRADE BREAK K.C.D.S.= KERN COUNTY DEV. STD. C.O.B. = CITY OF BAKERSFIELD B BUILDING NUMBER C-3.0 FINISHED FLOOR No. C-051930 ov- e W FF=0.00 m z z 'Q z z A } It GRAPHIC SCALE 30' 15' 0' 15' 30' IN FEET ) 1 inch = 30 ft. 6.9-311 Lu W FF=0.00 m Nw z 'Q z w �o z F z a o00aa J FS=0.00 z It GRAPHIC SCALE 30' 15' 0' 15' 30' IN FEET ) 1 inch = 30 ft. 6.9-311 Lu 0.00% FF=0.00 m Nw z 'Q o w �o z F o00aa FS=0.00 z z m DIRECTION AND SLOPEFINISHED SURFACE ADJACENT Z CL OF BUILDING SLAB TO FINISHED FLOOR c� to z w 0.4 w Lu NOTES: V Ice - J_ 1. ALL BUILDINGS HAVE A 1-1/2" DROP FROM Lu U FINISH FLOOR TO ADJACENT CONCRETE PAVEMENT. SEE DETAIL B ON SHEET C-3.0. < 03 0 DESIGNER: MAS O O CHECKED BY: It GRAPHIC SCALE 30' 15' 0' 15' 30' IN FEET ) 1 inch = 30 ft. 6.9-311 Lu 0.00% FF=0.00 m U z 'Q o 4 F o00aa FS=0.00 z z m DIRECTION AND SLOPEFINISHED SURFACE ADJACENT Z CL OF BUILDING SLAB TO FINISHED FLOOR to w 0.4 w Lu NOTES: V Ice - J_ 1. ALL BUILDINGS HAVE A 1-1/2" DROP FROM Lu U FINISH FLOOR TO ADJACENT CONCRETE PAVEMENT. SEE DETAIL B ON SHEET C-3.0. < It GRAPHIC SCALE 30' 15' 0' 15' 30' IN FEET ) 1 inch = 30 ft. 6.9-311 Lu m U M N bl o00aa Z CL N to Lu V Ice - J_ Lu U < 03 0 DESIGNER: MAS O O CHECKED BY: DOW O DATE: 01/16/2019 O � DRAFTER: MDO 03 SCALE: AS SHOWN - COMP. NO: 5090400 GRD JOB NO.: 509-04-00 ~ SHEET C-2.0 3 � OF 7 ----S-----s-----s-----s- W-- -(392.0) s 6 FF=392.73 FRa FF=391 25.2' FF=392.33 9 0308 FF=392.33 J L 20'-V �FF=392.33 2t 2 �1 FS=392.20 F5=392.20 -XX II`[// FS=392.20 NI T� APN: 141-290-20 - - --S_I897n6"E-G617O­ -S- - - - -S- - - - - - - 30' TEXAS ST. RIGHT-OF-WAY _ TO BE VACATED PRIOR TO -(392.0)- CERTIFICATE OF OCCUPANCY S&Y77'45°W 659.68 0.35% FF=392.77 FF=392.77 20 o.azx FF=392.23 FS=392.65 FS=392.65 FS=392.10 -(3920) ---SS- -= s .-. (392.0)- P3 o.oax FF=392.23 10 19 FS=392.10 1 (TYPT�6 0.32% FS 391.31 �r1,.,-FS 391.49 0 fHP 4.22% M - - - - - + T - - - - - - - - - - - - - - - �20' I 1 l� rn I �I -/FF-392.48 IaeI� I FF=392.39 032% FF -391.89 =39207 o.zsx FF=392.48 35 FS=392.26FF231' FF=39248 000% FS=391.76 LL F5=.F5=392.35 FS=392.I wcOV m 14.9 20'AM - -- ___ Keoo --- X391.85 ------- 0.31x ----- 0 0.258 �� .HP-_� + t� K K -x.---.. --..----.. 15. 41 - -T - - - - - - - - - - - - - - - - - - - O o.31x FF=391.57 o M FS=391.60 48 CD FF=391.72ozsz FF -392.36 FS=392.19 as FS=391.45 M T 3.33%'�'------------------FS=392.24�eoee_------------------- "j 'o 0 a o 0.25% I� FL 391.63 0.30% �� N OWB - W8 WB-W8n�WB W8 L T - - - - FF 73911.35 f-- -�1 - - - o.25z kV= 0)� FF -392.99- - a7 \ o.3tx \� - - - FS=391.23 n o FS -3.,91518 as \ SRF=392.15 FS=39f97 \� M\ 1 �� FS=392.02 _ - - I � N - - - - - - - - - - I fF 391.41 a? o0 1 N 0.30% I,A } 0.25x of $} - - - - - - - - - - - - - - - - - - i x FF=391.29 a^ 0.25z FF=391.92 I I FF=391.88 45 FF=391.16 FS=391.80 FS= FS=391.16 0.30% 391.76 FS=391.04 I� � M �- - - - - - - - - - - - - - - - - oFL 391.14- - - - - - - - - 0.29%- - - - - - - - - f 0.25% e f H P Y f . - - - - - - - - - - - - - - - - ~ N C3 FF =391.61 43 0 rn FF=391.01 0.25R o e e 0.29% FF=390.92 n n az FF=391.65 =391.49 FS=390.79 FS= 390.89 ------------------FS=39391.53 ------------------- 1 Tj � J-!!; FL 390.93 +o l 14.85x 0.25% �!; - .. - . .0.29% - . . ee } HP T Na ----------------- �feoo fFFF=391.40--------�--------- o� 7.10% n e O 41 FF=390.80 0.25% o°° e 0 o.z9zi FF=390.70o D FF=391.44 =391.27 % FS=390.57 L F S = 3 9 0.6 8 - - - - - - - - - - - - - - - - - - - - - FS=391.32 I aI -I � o ------------- FS 390.00 1�FS. 390.09 L!n --.. _- a -..-- _ _ _8 -.. K.. Y ..-..-..----.. o T o.zsx ��FL 390.66 (TYP.) o.zsz m pf G -3.D fn :} 2.87% l l o°e O y rn 20' 30.5' 8 FF=390.69 s7 0.25% FF=391.08 23.1' FF=391.08 3a 0.00% FF=391.08 FF=390.98 3s ozsx FS=390.4fi 7Noz FS=390.56 FS=390.96 FS=390.96 FS=390.96 FS=390.85 of - M �(39 30.8f 0.0- �� 0.252 - - FL 390.311P_�,. .. - o.zs!. 91 MATCHUNE SEE SHEET 2.0 PAVM LEGEM 2 HOUR FIRE WALL m+ TYPE WB THICKNESS 0 CONCRETE DRIVE 4" 23 EXISTING FENCELINE FF=391.77 6" COMPACT NATIVE SOIL ' FS=391.65 6 CLASS B PORTLAND CEMENT CONCRETE/ a FIRE EXTINGUISHER BY OTHERS I- 6" COMPACT NATIVE SOIL PORTLAND CEMENT CONCRETE - (MINIMUM MODULUS OF RUPTURE -550 PSI, N AGGREGATE BASE - COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION (ASTM D1557) SUBGRADE SOILS COMPACTION - COMPACTED TO AT LEAST 90 PERCENT RELATIVE `FF=3 .73 NEW WATER VALVE x FS=391.60 0 NEW WATER METER @D i 0 clQD EXISTING POWER POLE M a EXISTING WATER METER z a EX. SPRINKLER CONROL BOX FS 305.50 � a FS 305.50 r = PROPOSED GRADE ELEVATION 2.0% nl = PROPOSED GRADIENT FL = FLowuNE 0 = FINISHED SURFACE FF 24 FRa FF=391 25.2' FF=392.33 9 0308 FF=392.33 J L 20'-V �FF=392.33 2t 2 �1 FS=392.20 F5=392.20 -XX II`[// FS=392.20 NI T� APN: 141-290-20 - - --S_I897n6"E-G617O­ -S- - - - -S- - - - - - - 30' TEXAS ST. RIGHT-OF-WAY _ TO BE VACATED PRIOR TO -(392.0)- CERTIFICATE OF OCCUPANCY S&Y77'45°W 659.68 0.35% FF=392.77 FF=392.77 20 o.azx FF=392.23 FS=392.65 FS=392.65 FS=392.10 -(3920) ---SS- -= s .-. (392.0)- P3 o.oax FF=392.23 10 19 FS=392.10 1 (TYPT�6 0.32% FS 391.31 �r1,.,-FS 391.49 0 fHP 4.22% M - - - - - + T - - - - - - - - - - - - - - - �20' I 1 l� rn I �I -/FF-392.48 IaeI� I FF=392.39 032% FF -391.89 =39207 o.zsx FF=392.48 35 FS=392.26FF231' FF=39248 000% FS=391.76 LL F5=.F5=392.35 FS=392.I wcOV m 14.9 20'AM - -- ___ Keoo --- X391.85 ------- 0.31x ----- 0 0.258 �� .HP-_� + t� K K -x.---.. --..----.. 15. 41 - -T - - - - - - - - - - - - - - - - - - - O o.31x FF=391.57 o M FS=391.60 48 CD FF=391.72ozsz FF -392.36 FS=392.19 as FS=391.45 M T 3.33%'�'------------------FS=392.24�eoee_------------------- "j 'o 0 a o 0.25% I� FL 391.63 0.30% �� N OWB - W8 WB-W8n�WB W8 L T - - - - FF 73911.35 f-- -�1 - - - o.25z kV= 0)� FF -392.99- - a7 \ o.3tx \� - - - FS=391.23 n o FS -3.,91518 as \ SRF=392.15 FS=39f97 \� M\ 1 �� FS=392.02 _ - - I � N - - - - - - - - - - I fF 391.41 a? o0 1 N 0.30% I,A } 0.25x of $} - - - - - - - - - - - - - - - - - - i x FF=391.29 a^ 0.25z FF=391.92 I I FF=391.88 45 FF=391.16 FS=391.80 FS= FS=391.16 0.30% 391.76 FS=391.04 I� � M �- - - - - - - - - - - - - - - - - oFL 391.14- - - - - - - - - 0.29%- - - - - - - - - f 0.25% e f H P Y f . - - - - - - - - - - - - - - - - ~ N C3 FF =391.61 43 0 rn FF=391.01 0.25R o e e 0.29% FF=390.92 n n az FF=391.65 =391.49 FS=390.79 FS= 390.89 ------------------FS=39391.53 ------------------- 1 Tj � J-!!; FL 390.93 +o l 14.85x 0.25% �!; - .. - . .0.29% - . . ee } HP T Na ----------------- �feoo fFFF=391.40--------�--------- o� 7.10% n e O 41 FF=390.80 0.25% o°° e 0 o.z9zi FF=390.70o D FF=391.44 =391.27 % FS=390.57 L F S = 3 9 0.6 8 - - - - - - - - - - - - - - - - - - - - - FS=391.32 I aI -I � o ------------- FS 390.00 1�FS. 390.09 L!n --.. _- a -..-- _ _ _8 -.. K.. Y ..-..-..----.. o T o.zsx ��FL 390.66 (TYP.) o.zsz m pf G -3.D fn :} 2.87% l l o°e O y rn 20' 30.5' 8 FF=390.69 s7 0.25% FF=391.08 23.1' FF=391.08 3a 0.00% FF=391.08 FF=390.98 3s ozsx FS=390.4fi 7Noz FS=390.56 FS=390.96 FS=390.96 FS=390.96 FS=390.85 of - M �(39 30.8f 0.0- �� 0.252 - - FL 390.311P_�,. .. - o.zs!. 91 MATCHUNE SEE SHEET 2.0 PAVM LEGEM 2 HOUR FIRE WALL I TYPE WB THICKNESS D12 CONCRETE DRIVE 4" CLASS B PORTLAND CEMENT CONCRETE/ EXISTING FENCELINE COMP. NO: 6" COMPACT NATIVE SOIL CONCRETE DRIVE 5" CLASS B PORTLAND CEMENT CONCRETE/ a FIRE EXTINGUISHER BY OTHERS I- 6" COMPACT NATIVE SOIL PORTLAND CEMENT CONCRETE - (MINIMUM MODULUS OF RUPTURE -550 PSI, 28 -DAY COMPRESSIVE STRENGTH OF 3,000 PSI) AGGREGATE BASE - COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION (ASTM D1557) SUBGRADE SOILS COMPACTION - COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION (ASTM D1557) CONSTRUCTION NOTES O1 - NOT USED 2O INSTALL SDMH PER C.O.B. STD. PLATE D-16 - SEE SHEET C-3.0 3O CONSTRUCT DRAINAGE BASIN PER C.O.B. STD. PLATE D-9 - SEE SHEET C-3.0 ® CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. PLATE D-10 - SEE SHEET C-3.0 5O CONSTRUCT 6' CHAIN LINK FENCE AND GATE PER C.O.B. STD. PLATES D-12 & D-13 - SEE SHEET C-3.0 ©CONSTRUCT 6' HIGH WALL BY OTHERS. PERIMETER WALL TO BE CONSTRUCTED BETWEEN BUILDINGS ONLY. 7O CONSTRUCT 36" WIDE WHEEL STOPS BETWEEN BUILDINGS BY OTHERS O 9'X20' PARKING STALL O9 INSTALL JENSEN 36" SD D.I. (SEE DETAIL "F" ON SHEET C-3.0) FS=392.50 of .73 .60 o� 0 J 10 EXISTING STORAGE TO REMAIN _ DEMO EX. STORAGE -BUILDING 5- -BUILDING 5- MATCH MATCH EX. FS EX. FS SEE DETAIL C THIS SHEET CONSTRUCT TRASH ENCLOSURE PER C.O.B. STANDARD DETAILS ST -27 & ST -28 CMU BLOCK WALL XXX DRAIN TO EX. V -GUTTER GATE MATCH EX. FS 6" BUMPER CURB 91 TRASH ENCLOSURE Scale: 1"=5' L - S - - - - - S_ W8 (391,0) 20' WIDE GATE 20' EMERGENCY ACCESS ' EASEMENT TO BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMIT ■ SEE SHEET C-1.0 FOR ■ FULL EASEMENT .?F= ---- E �6 I MR.) / B O� i LEGEND ■ ■ 2 HOUR FIRE WALL I SITE BOUNDARY WB NEW WATER LINE & SIZE D12 NEW STORM DRAIN LINE & SIZE W6 EXISTING WATER MAIN & SIZE EXISTING FENCELINE COMP. NO: EXISTING CONTOUR W/ELEVATION NEW CATCH BASIN NEW STORM DRAIN/SEWER MANHOLE a FIRE EXTINGUISHER BY OTHERS I- SIGHT LIGHTING BY OTHERS o WHEEL STOPS BY OTHERS 0 BOLLARDS BY OTHERS 0 NEW WATER VALVE x NEW FIRE HYDRANT NEW WATER METER @D EXISTING STORM DRAIN/SEWER MANHOLE clQD EXISTING POWER POLE EXISTING VALVE BOX EXISTING WATER METER EX. SPRINKLER CONROL BOX FS 305.50 � - FUTURE PHASE GRADE ELEVATION FS 305.50 r = PROPOSED GRADE ELEVATION 2.0% z = PROPOSED GRADIENT FL = FLowuNE FS = FINISHED SURFACE FF = FINISHED FLOOR INV = INVERT OF PIPE HP = HIGH POINT TO = TOP OF GRATE GB = GRADE BREAK K.C.D.S.= KERN COUNTY DEV. STD. C.O.B. = CITY OF BAKERSFIELD BUILDING NUMBER FINISHED FLOOR DIRECTION AND SLOPE) \ FINISHED SURFACE ADJACENT OF BUILDING SLAB TO FINISHED FLOOR NOTES: 1. ALL BUILDINGS HAVE A 1-1/2" DROP FROM FINISH FLOOR TO ADJACENT CONCRETE PAVEMENT. SEE DETAIL B ON SHEET C-3.0. GRAPHIC SCALE 30' 15' 0' 15' 30' IN FEET ) 1 inch = 30 ft. 6.9-311 CITY RECORDS NO. 0 w No. C-051930 $/ CIV; } O > ry m FQ�a � M m W Q Q o a w A W � V N C7 QH0 a (Z N Q O Z N �m ^Zz Ln J Lu J Lu U DESIGNER: MAS CHECKED BY: DGW DATE: 01/16/2019 DRAFTER: W I i z U5 z z A } } O > ry m FQ�a � M m W Q Q o a w A W � V N C7 QH0 a (Z N Q O Z N �m ^Zz Ln J Lu J Lu U DESIGNER: MAS CHECKED BY: DGW DATE: 01/16/2019 DRAFTER: W I i NW U5 z AS SHOWN W ®1_ z z COMP. NO: z Q J CLl 509-04-00 } O > ry m FQ�a � M m W Q Q o a w A W � V N C7 QH0 a (Z N Q O Z N �m ^Zz Ln J Lu J Lu U DESIGNER: MAS CHECKED BY: DGW DATE: 01/16/2019 DRAFTER: MDO I NW 03 SCALE: AS SHOWN W ®1_ z z COMP. NO: o_ F_ JOB NO.: 509-04-00 SHEET -2.1 4 OF 7 c� z W 0 } O > ry m FQ�a � M m W Q Q o a w A W � V N C7 QH0 a (Z N Q O Z N �m ^Zz Ln J Lu J Lu U DESIGNER: MAS CHECKED BY: DGW DATE: 01/16/2019 DRAFTER: MDO I 03 SCALE: AS SHOWN - COMP. NO: 5090400 GRD F_ JOB NO.: 509-04-00 SHEET -2.1 4 OF 7 DROP INLET DROP INLET MODEL NO. A B *WEIGHT MODEL NO. A B *WEIGHT Fmc&cuto%at sant odors 4.11(1.3.) ion. A11(I.sn) mh, A�lh Ap tan/mm fa Me regivanmis DI242436 36" 42" 1900 LBS. DI363636 36" 42" 3748 LBS. d7 D1363648 48" 54" 4752 LBS. QO' mWekY �. a0' a0• [LbYe da w ap' a0' (1.MnJ C"we iA lemm DI242448 48" 54" 2500 LBS. (a 1-5n) reammato-gaNI (a1&0 to'sn)meet Ane 40'(44w) (afsn) 15'T 12'(3Rn)Yh 1eBOX ONLY *BOX ONLY at, (a9An/mh. J17(ogInoh (4.6) If IT'(36mf Yh. W FRAME AND GRATE A FRAMEANOGRATE --- MODELNO. RATING D WEIGHT 36-DIRATINGD WEIGHT XX of`SG3636-DIP PEDESTRIA 1 111/2"41LBSSG2424-DIT TRAFFIC A g X DFRAME CAN BE CAST DIRECTLY INTO BOX (OPTIONAL)FRAME MAY BE CAST(A43n) 24' DIRECTLY INTO BOX(OPTIONAL) 31 ROUND THIN r I IX XmE a At R/Wa 10 (3an)Ya Ban WALL KNOCKOUT. - gdN Bowie wniatewk er SLEDGE OUT As g o ( t) fxrxhuct 6.0' (1.Mn) A7g1 Nan -het i - Amen with redwood slats of property FINSIDE REQUIRED. c lie, udess oMmwise wnb Me 16"x31" THIN OUTSIDE AHEIGHT� (TYP. 4 PLACES) Rat go- Ili OL Mn '- maro y INSIDE yEno- WALL KNOCKOUTS. OUTSIDE HEIGHT OF BOX Sae std &wk4 aumt axwrer °Asan Lawmen dkt Summa dowfo SLEDGE OUT AS ` AHEIGHT n25 (a ldn)rgrWe: OF BO B HEIGHT OF BOX 51'-6/mhme _ _ REQUIRED. &row nems PLAN SECTION B -B C -SO --- 11 (TYP. 4 PLACES) \ j ��, i 2.1 YMn, dy T )m Solaro (367) �, i emoted Std M baa and row 80' Max. 11Ad', S0, R..Sn)man row OF BOX (atm) 4 (rsass i Lz5edr9n1 lnsM readedJ NOTES Ra' - RW /\ '�%V a/Bet SYnehue, stmNd sprlsnthl nfitMf S speedicaden, w Localim and number of `\ ser selat aro State d CdO.R3 awrbnnf of lrawval.Aoe; drive and ww4 gates k krce 2-111'4'-0' 4-0" 20' (awn,) gnvuw evenSECTION A -A t colon. to be detmmhd h Be Cord C/.4gse M 2 concrete ete shop be A• oleofhm awbe by the Qty Engilec <1� 70•(a18n) .Yax (a ldbn) rAAv:ed by Me City Enywen.OPTIONAL yI MMlwxing tied" Ee&A rad Ms and beefNOTES:EXTENSION -- - 3 ce.sAam' HEIGHT � � J a A d t.5' (a i de I .� L AB work stow, dap cofam to the lkable B sail -lick force and fes r waB drag motion, to the S. YaAde among .dei' k to .ryM7rcafkns oI Sw-a 90 Ma ore row hat hoe m f Men m h a rid M a *Alt o Me ate of Cafl b Bo nested Standmd pd antk x mow standard drawhgs 0-42 and D-11 OPTIONAL G v TRAW AI to be 30' (75mnJ h W? an anted Spa/%matins State of Cd7kmk, Busiless an Tmns- EXTENSION (/ `�`7 I a115'(Snw)) pafotkn Agency, Oeymbnent of Trmapsnrtainw-, dWowd 9. M new alohgv bosba sift Amm oat be sW&ed EXTENSION j �`.y.' 1 nbal. pmammt $Want sun as H)+v A a amfowd HEIGHT ti cusreat dlion. wed oEXTENSION :IS Poe day De spmvfd a 0,1 mfM by the qty figner Mw'. Apphdtla mte b 25 f yanm, (21*9A) A MODEL NO. C WEIGHT t 2 Arvew bash ,dap be a mnwum of me luno/. ro m entathe of Me wafer awrimeal atd/ be an sh MODEL NO. G WEIGHT B B Ant Banthg an a street, and having a shoe and kwtin at the line of simbMiam R5242406 6" 300 LBS. RS242412 12" 600 LBS. RS363606 6" 525 LBS. oat a .6 __ m In, cec4ntade to Me b7y Bgneer. RS363612 12" 1050 LBS. .bat < Ue.S cm) to Bast kyfory mat crr/mn to PuUk Perks Rpalmmt J. wnted by puhd aYoixge assns shat not be Oedyn Pdky for a7onage. 0A.0, d'u. of .P'wwed Dy fu's atandad go' aid µs /o' loi 9o• !/. See stmdad 0-11 Iv fmpauy drainage dash ■ FRAME AND GRATE ASSEMBLY AVAILABLE ■ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES (af&,) atY(0.9hn) now (11 4. Any Mtermedkte brach, Af gmromg must be t.0' IN TRAFFIC OR PEDESTRIAN MODELS. CONFIGURATION: FOR SPECIFIC CONFIGURATION, ■ FRAME AND GRATE ASSEMBLY AVAILABLE ■ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES (0 -on) mhbnum width. Stole shoes mat not extend 21. l Il'(LSn)MA FlIFN/,ME: 0-tORIN i1LFNAw D-MUN IN TRAFFIC OR PEDESTRIAN MODELS. CONFIGURATION: FOR SPECIFIC CONFIGURATION, 1E 72A99 S Cmoek shop cmtah r0, dd'tieef nkss prior Rnttn o/z Aoa CALL JENSEN PRECAST. CALL JENSEN PRECAST. a 2Im) lax 0,A y a¢ ■ DESIGN FOR FI -20-44 BRIDGE LOADING. ■DESIGN FOR H-20<4 BRIDGE LOADING. STANDARD onAw mi is ablmw&ml the city Esghzr. STANDARD oe � SEC77ON A -A anEO®. slAw a Canorete .Matl be wed with o Mite td duh PEO®. sum ■ ASSEMBLY TO BE PLACED ON A 6' BASE OF CRUSHER RUN JUNCTION BOX rux N.T.S. comonframhand om'lidJM97omticn a wife standard DRAINAGE BASIN FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION. ■ASSEMBLY TO BE PLACED ON A 6" BASE OF CRUSHER RUN _r ora lrcabans FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION. .e«am Woo+ .wsAowv awn xo. ■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION, 24" X 24" l�ns�n CITY OF BD�w LD D-16 7 Bat pee bath dlmp be pkcd h Me s"bay. CITY SAE D -g CONTACT JENSEN PRECAST. ,&„ ■FOR COMPLETE DESIGN AND PRODUCT INFORMATION, 36" X 36" �n ! fq DRAIN INLET CONTACT JENSEN PRECAST. PNECAlT o0, odea puauc wows oFPM1MEni ands mumu[ waRxs oFPARIDExr R n DRAIN INLET A 24 x24 GRATE INLET DI2424 F 36"x36" GRATE INLET Scale: N.T.S. fizz, Scale: N.T.S. DI3636 11-20-00 • Mew ofhervI a sect7ax of the current spech%whax minted Stmrlmd •12'Yh. .SpeciMmIM& State of Cm maid,, Romain, and DC See standmd L-NiB'Yh. - 275', 80' Ai (70mn x I* ^aFs "orr. ewe c" waw a25'r 4.0'x 4.5 Anp'n POe (54m)�Adm) yl 3 AB exposed meld k Be outlet structum shat be hot A (Sean x loam, logon) _ 4. Concrete mat canton an ad'ews unless prior 0 10' (3/n,) A. or i IQ 0'(R 15rn)mwNeX ear mw oro' (02n,) ^ e b d 80• (man) AC boed w/s I ie: ,/ n. to mot 12•(3&)Ys t drlxfway to Imcw me X wawa rewee w i2'(3am)Yin. XP QST --4 ammereld e en y , t I I I I I I atom m9poadn ♦11 1 1 -- - 20• PLAN 4 (50m") &•4 0,5' Ma. (II bars LO' 31 ROUND THIN r I IX XmE a At R/Wa 10 (3an)Ya Ban WALL KNOCKOUT. - gdN Bowie wniatewk er SLEDGE OUT As g o ( t) fxrxhuct 6.0' (1.Mn) A7g1 Nan -het i - Amen with redwood slats of property FINSIDE REQUIRED. c lie, udess oMmwise wnb Me 16"x31" THIN OUTSIDE AHEIGHT� (TYP. 4 PLACES) Rat go- Ili OL Mn '- maro y INSIDE yEno- WALL KNOCKOUTS. OUTSIDE HEIGHT OF BOX Sae std &wk4 aumt axwrer °Asan Lawmen dkt Summa dowfo SLEDGE OUT AS ` AHEIGHT n25 (a ldn)rgrWe: OF BO B HEIGHT OF BOX 51'-6/mhme _ _ REQUIRED. &row nems PLAN SECTION B -B C -SO --- 11 (TYP. 4 PLACES) \ j ��, i 2.1 YMn, dy T )m Solaro (367) �, i emoted Std M baa and row 80' Max. 11Ad', S0, R..Sn)man row OF BOX (atm) 4 (rsass i Lz5edr9n1 lnsM readedJ NOTES Ra' - RW /\ '�%V a/Bet SYnehue, stmNd sprlsnthl nfitMf S speedicaden, w Localim and number of `\ ser selat aro State d CdO.R3 awrbnnf of lrawval.Aoe; drive and ww4 gates k krce 2-111'4'-0' 4-0" 20' (awn,) gnvuw evenSECTION A -A t colon. to be detmmhd h Be Cord C/.4gse M 2 concrete ete shop be A• oleofhm awbe by the Qty Engilec <1� 70•(a18n) .Yax (a ldbn) rAAv:ed by Me City Enywen.OPTIONAL yI MMlwxing tied" Ee&A rad Ms and beefNOTES:EXTENSION -- - 3 ce.sAam' HEIGHT � � J a A d t.5' (a i de I .� L AB work stow, dap cofam to the lkable B sail -lick force and fes r waB drag motion, to the S. YaAde among .dei' k to .ryM7rcafkns oI Sw-a 90 Ma ore row hat hoe m f Men m h a rid M a *Alt o Me ate of Cafl b Bo nested Standmd pd antk x mow standard drawhgs 0-42 and D-11 OPTIONAL G v TRAW AI to be 30' (75mnJ h W? an anted Spa/%matins State of Cd7kmk, Busiless an Tmns- EXTENSION (/ `�`7 I a115'(Snw)) pafotkn Agency, Oeymbnent of Trmapsnrtainw-, dWowd 9. M new alohgv bosba sift Amm oat be sW&ed EXTENSION j �`.y.' 1 nbal. pmammt $Want sun as H)+v A a amfowd HEIGHT ti cusreat dlion. wed oEXTENSION :IS Poe day De spmvfd a 0,1 mfM by the qty figner Mw'. Apphdtla mte b 25 f yanm, (21*9A) A MODEL NO. C WEIGHT t 2 Arvew bash ,dap be a mnwum of me luno/. ro m entathe of Me wafer awrimeal atd/ be an sh MODEL NO. G WEIGHT B B Ant Banthg an a street, and having a shoe and kwtin at the line of simbMiam R5242406 6" 300 LBS. RS242412 12" 600 LBS. RS363606 6" 525 LBS. oat a .6 __ m In, cec4ntade to Me b7y Bgneer. RS363612 12" 1050 LBS. .bat < Ue.S cm) to Bast kyfory mat crr/mn to PuUk Perks Rpalmmt J. wnted by puhd aYoixge assns shat not be Oedyn Pdky for a7onage. 0A.0, d'u. of .P'wwed Dy fu's atandad go' aid µs /o' loi 9o• !/. See stmdad 0-11 Iv fmpauy drainage dash ■ FRAME AND GRATE ASSEMBLY AVAILABLE ■ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES (af&,) atY(0.9hn) now (11 4. Any Mtermedkte brach, Af gmromg must be t.0' IN TRAFFIC OR PEDESTRIAN MODELS. CONFIGURATION: FOR SPECIFIC CONFIGURATION, ■ FRAME AND GRATE ASSEMBLY AVAILABLE ■ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES (0 -on) mhbnum width. Stole shoes mat not extend 21. l Il'(LSn)MA FlIFN/,ME: 0-tORIN i1LFNAw D-MUN IN TRAFFIC OR PEDESTRIAN MODELS. CONFIGURATION: FOR SPECIFIC CONFIGURATION, 1E 72A99 S Cmoek shop cmtah r0, dd'tieef nkss prior Rnttn o/z Aoa CALL JENSEN PRECAST. CALL JENSEN PRECAST. a 2Im) lax 0,A y a¢ ■ DESIGN FOR FI -20-44 BRIDGE LOADING. ■DESIGN FOR H-20<4 BRIDGE LOADING. STANDARD onAw mi is ablmw&ml the city Esghzr. STANDARD oe � SEC77ON A -A anEO®. slAw a Canorete .Matl be wed with o Mite td duh PEO®. sum ■ ASSEMBLY TO BE PLACED ON A 6' BASE OF CRUSHER RUN JUNCTION BOX rux N.T.S. comonframhand om'lidJM97omticn a wife standard DRAINAGE BASIN FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION. ■ASSEMBLY TO BE PLACED ON A 6" BASE OF CRUSHER RUN _r ora lrcabans FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION. .e«am Woo+ .wsAowv awn xo. ■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION, 24" X 24" l�ns�n CITY OF BD�w LD D-16 7 Bat pee bath dlmp be pkcd h Me s"bay. CITY SAE D -g CONTACT JENSEN PRECAST. ,&„ ■FOR COMPLETE DESIGN AND PRODUCT INFORMATION, 36" X 36" �n ! fq DRAIN INLET CONTACT JENSEN PRECAST. PNECAlT o0, odea puauc wows oFPM1MEni ands mumu[ waRxs oFPARIDExr R n DRAIN INLET A 24 x24 GRATE INLET DI2424 F 36"x36" GRATE INLET Scale: N.T.S. fizz, Scale: N.T.S. DI3636 11-20-00 • Mew ofhervI b sect7ax of the current spech%whax minted Stmrlmd H .SpeciMmIM& State of Cm maid,, Romain, and DC dowed - 275', 80' Ai (70mn x I* ^aFs "orr. ewe c" waw a25'r 4.0'x 4.5 Anp'n POe Bilis xa'dd to ogle 60' (al5m) Bolt was yl 3 AB exposed meld k Be outlet structum shat be hot (Sean x loam, logon) o 4. Concrete mat canton an ad'ews unless prior 0 Dwa. ear mw oro' (02n,) I.,.t RxRe,e ie: ,/ n. to mot s mora 1,W m vel tax 19001Riba;uw wawa rewee w A e en 8o A2n 10' ♦11 1 1 �omnJ StsrQ 20• 4 (50m") &•4 0,5' Ma. (II bars LO' at (Ma.ism) Bent 9 - PO ad a3n 0,0" ( J - + 10" (0.25m) (a/3nJ 6 6.0'II,C (aQs„1 PLAN NOTES 1. All wrk show shat inform to Me apaiI b sect7ax of the current spech%whax minted Stmrlmd H .SpeciMmIM& State of Cm maid,, Romain, and DC Trnsportatkn AI Lhpm-b ort of Tmnspvtalom,, - approwd arrant d'Bau ^aFs "orr. ewe c" waw 2 &de dopes shat not exceed 21. POe nv u rr. iu yl 3 AB exposed meld k Be outlet structum shat be hot dWed gdwr4ed oyer fabn'mtion. o 4. Concrete mat canton an ad'ews unless prior 0 written approxd is obtaW ffm the Qty Fngarcer. 5 Cancrete shat be awed wM a write pipnmled eurilg mo pumd canplyxg to motion 90-7018 of Me stmdm-d specAmims 8. No aft begs &W be plod h the structure. 7 Sm slandad 0-9 (or damage bash standard SECTION 0,375'x 20' (Tamm r 501mn) Rant bio(Im M=pipe 0,.0.+ 101d a0' (a1Sa) a5' (15mm) bio at a0' (0. is.) a4 am (loon) Gawked machine bath into bad dskbds Nd 0.5' (Isom) bas to Bat bins of top and boftan ELEVATION OUTLET STRUCTURE FlIFNA1a: o -tau STANDARD aAw eon nwAw ed1 DRAINAGE BASIN S'n OUTLET STRUCTURE ax .Ts. .1. CITY OFBAKL ..D D-10 an wwxuR aver rwCA`�'"A „ro."..,... H 1 to, (,Ia") 10' (z5q TYPICAL DETAIL AT CULVERT END WALLS 4.5' (Allo) to a alp 15-(! S' (4amm �.�A ..A X\Yax SEC77ON A -A FENCING TABLE b HEIGHT 1 H 6' 1.8 m DC S-0" .9 m DL 2'-6" .76 m ..wan "orr. ewe c" waw or,Loa. POe nv u rr. iu yl ,y0, r ♦11 1, Dwa. ear CALIFORNIA a_,m��e�x I.,.t RxRe,e ie: ,/ n. s mora 1,W m vel tax 19001Riba;uw wawa rewee w A e en NOTES I. hestdfalk, of II and gain shat be in amormom win, the /eWhaments of Sadie; 80-4 of the Stmdad Specifieotlms, Stole of kAla'a4 Avorlmmt of Oansporletw, ali current dtkw.. 2 A 9.0' Mkk r 12' wide (023n x aim) concrete arm "be cmabucted order at (noes a 1.5' 00ew) doorman betwel Me curb and k&* shill be and. 3 See standard 0-13 far concrete nares 4. Corner pots mat be instated at dl angors n kae Ane i1 exttss of to: 5 Eno atm, end gate pasts shat be Armed to the newest ane pool On gdwn&ed di m her/iantd bran used ce mnpressim mmAers and gdwnim/ 0375' (lanm) steel huss rods nn, tunMunbas v Bun 110twer used a tndm tembers a Fabric shm9 be fostered to Safe post Irmhd posh or cane pat wed 1115'. 0,75 (Sion x taw) sbetdw ba bonds at 80' (atm) an moM. 7. Fork mat be fmlehM to lax post tat tame, and bolt= tow wren wed Adak bans spaced 41 14'(0.36m) owl. 8 F&k shag mrform to Ai A-392, Clens I. 9. %bgrad, prenartai n shat be cmahud d hue to gewb and ams section P/M sanpoI of WX to a "M of 0,5' (Blka CHAIN-LINK FENCE har mad or *0I more, won bww rad LS' NOTES.- Yk. ' 1. SII Are. MN be ma acted he to gone as awe mdhl wed mgmobb, of B5i to a &1 at ao•(af5m) 2 Caned dap be aae 8• and dai m wank 25• (b5rn) M 55' (alAn) Mag Gamete and be hawkd,mroM aW brtnn fennel 3 am/',te dal [main no webes uMm pin- wYtan gprod k obroimd Aon Me dry E^giww. Ca k shay be wed wed a We Ape nfed awing mxamd .V iv fe Sadao 9 Zxff of Me stmdad gwYeaA'au 4. Eng max ad gab pets dap m bad b Me mored Nx pw/ wed gook Agave a haizmtd dues and as mWesom owe and 91 a375• (tarn) ,led buss ro.# wed dnnbuctb, a Auar ig5raws wad w femora ionones 5 Won rMwM.6temn own b regtivd it dee m and wed J in e - 9 gage Ae) murex a Md Mw dmfs ver lakd oro podfia ad me cm wwY be rmawd wed ten,. 6 Fmnes delle ode wed fdbinp orended wiN dd1 grand swots an re9m'abb-i FaAa - 9 ger, 1.0'Ak (Yhw) mak gds PEDESTRIAN GATE oar wadg Morale . tro & boyar nam 4 v TYP. 1.5" NOTCH AROUND BUILDING NOTCH AROUND BUILDING Scale: N.T.S. 5" CONCRETE CLASS "B" - 6" SUBGRADE COMPACTED TO 90% P.C.C. PAVING SECTION .,. DOUBLE ...2g, Scale: N.T.S. DOUBLE GATE Pa Caaek FOR MAIN PERIMETER DRIVE AND ENTRANCE. 7. Ow -Ink /enc, /demo dap anfnm to the 4xef oomns of ASM emioub r: A-= ams /. B bataewkn d kung and plw Md be k axmdace wed rhe xpndonnb d q Dq; hive o Me Slrrbd , eitwIIeti Sbk of Cdikmig CrymMnnt of Iranaarotkn, ryyvaww [snot d'Lkm 9 mbbhg be .ymhmi of Me Ofy of 81rlonoml duweg 0-11 iaY be [ousel deb galea b be. 0,j � CHAIN-LINK GATES" r 1 - yl 1► r ♦11 1, Dwa. Ilii CALIFORNIA err wa,m RxRe,e ♦11 1 1 �. 4 e� &•4 � err FaAa - 9 ger, 1.0'Ak (Yhw) mak gds PEDESTRIAN GATE oar wadg Morale . tro & boyar nam 4 v TYP. 1.5" NOTCH AROUND BUILDING NOTCH AROUND BUILDING Scale: N.T.S. 5" CONCRETE CLASS "B" - 6" SUBGRADE COMPACTED TO 90% P.C.C. PAVING SECTION .,. DOUBLE ...2g, Scale: N.T.S. DOUBLE GATE Pa Caaek FOR MAIN PERIMETER DRIVE AND ENTRANCE. 7. Ow -Ink /enc, /demo dap anfnm to the 4xef oomns of ASM emioub r: A-= ams /. B bataewkn d kung and plw Md be k axmdace wed rhe xpndonnb d q Dq; hive o Me Slrrbd , eitwIIeti Sbk of Cdikmig CrymMnnt of Iranaarotkn, ryyvaww [snot d'Lkm 9 mbbhg be .ymhmi of Me Ofy of 81rlonoml duweg 0-11 iaY be [ousel deb galea 4" CONCRETE ?ADE COMPACTED TO 90% P.C.C. PAVING SECTION SECTION Scale: N.T.S. FOR ALL INTERIOR DRIVES AND PARKING SPACES 6.9-311 No. C-051930 Air CIV; z P z DESIGNER: MAS CHECKED BY: DOW DATE: 01/16/2019 DRAFTER: MDO SCALE: AS SHOWN COMP. NO: 5090400 GRD JOB NO.: 509-04-00 SHEET 0,F 7 STANDARD be. CHAIN-LINK GATES" r WT.& CITY OF 13AKERSF ELD Dwa. 13 CALIFORNIA err wa,m RxRe,e 4" CONCRETE ?ADE COMPACTED TO 90% P.C.C. PAVING SECTION SECTION Scale: N.T.S. FOR ALL INTERIOR DRIVES AND PARKING SPACES 6.9-311 No. C-051930 Air CIV; z P z DESIGNER: MAS CHECKED BY: DOW DATE: 01/16/2019 DRAFTER: MDO SCALE: AS SHOWN COMP. NO: 5090400 GRD JOB NO.: 509-04-00 SHEET 0,F 7 Z CHAIN LINK/CONSTRUCTION FENCING TEXAS STREET -392.0 --8-----S-----S-----s-----e-----e-----e-----5--------g�sL----- --e e -----e` "— — — — `- — — — — — — \ we -1 \_ (392.0)—= _ 392.0 c TC1 O O °e L21% 0.32% _ ------- o L------ ------J--- L- L- _---_-------�-------------- ---� 3 ..—..—..—..—..—..—..—..—..— _______________ ______________I ------ L__ ___—___—__ d WMi __--__—___� \ SE1 ° wa wa we we , .. . , wa we w we �W ....... _-..-..-..-.._..-..-..-.._.. \ / ------- ------ _ of ------------------ _—O __—___— NS -10 -I /� //. WM9 b m — L ----------------------J e---------------�3 SE1- - - -_ -_ _ - -_ -_ _ ----- — L---------------------J----L-------------------- - - y L 3 jL---------------------- ---- L--------------------� — u wawa.—.. _..—.. wa. we ..—.. wa we we—..—.._. wa (390.0)— _--_ .—.l .. 0.25%------------T / j -- -I-- �I- -— -..-..-.._..-..-- 11-I- 3� 1 .—..—.. �_..—..— _..—.— zs 3° (389.0) —* q — — — CHAIN FINK/CONSTRUCTION L- -.._..-.. -..-. -..-.— -..� - FENCING — — —— s� / se L_a-------------035% --J / — - - ma ---- - a J - -I- - � - IiII�� ILII - - - - �I I'll----- _-- - - - - -- -I- L I� r- ,1r1 1 , rrl �I —— —— —— —— —— EROSDON 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 40X. 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.CAOMPHANDBOOKS.COM EC1 SCHEDULING WY1 SE1 CONSTRUCT SILT FENCE IN ACCORDANCE WITH BMP FACTS SHEET ISE -1. SEE BMP "H" ON SHEET C-4.1 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-4.1 STABILIZED CONSTRUCTION ENTRY/EXIT PONT IN ACCORDANCE WITH BMP /TC -1 FROM CALIFORNIA STORMWATER O CONSTRUCTION HANDBOOK, MINIMUM DIMENSION 56 LONG X 20' WIDE PART OF WHICH MAY BE CORRUGATED STEEL BARS. SEE BMP "C' ON SHEET C-4.1 NM1 CONSTRUCT MATERIALS STORAGE AREA IN ACCORDANCE WITH BMP FACTS SHEET IWMI SEE BMP "E" ON SHEET C-4.1 WM8 CONSTRUCT CONCRETE WASH OUT AREA. SEE BMP "F" ON SHEET C-4.1 CONSTRUCT SANITARY WASTE MANAGEMENT AREA IN ACCORDANCE WITH BMP FACTS SHEET NS -9 CONSTRUCT VEHICLE/EQUIPMENT REFUELING AREA IN ACCORDANCE WITH BMP FACTS SHEET J NS -9. SEE BMP "G" ON SHEET C-4.1 NS -10 CONSTRUCT VEHICLE/EQUIPMENT MAINTENANCE AREA IN ACCORDANCE WITH BMP FACTS SHEET INS -10. SEE BMP "B" ON SHEET C-4.1 0.20% CURRENT DIRECTION OF STORMWATER FLOW No. C-051930 oa— CIV; z z Lw z w � z U z z A } z z Lw z w � N w z w z o z Q J CU z z Lw z I� V m FQ�a � M m z z m w QQi � NDN w ^ w H N w a A W � u M N oma zNa� N. Z J � � W N LJ_ DESIGNER: MAS CHECKED BY: DOW GRAPHIC SCALE 50' 25' 0' 25' 50' DATE: 01/16/2019 DRAFTER: MDO (IN FEET) 03 1 inch =50 ft. SCALE: AS SHOWN - COMP. NO: 5090400 GRD JOB NO.: 509-04-00 ~ SHEET 6.9-311 C-4.0 6 LLJ r ITY RFr r)Pnq NO OF 7 f1 � N w w z z o w z 0 U I� V m FQ�a � M m z z m w QQi � NDN w ^ w H N w a A W � u M N oma zNa� N. Z J � � W N LJ_ DESIGNER: MAS CHECKED BY: DOW GRAPHIC SCALE 50' 25' 0' 25' 50' DATE: 01/16/2019 DRAFTER: MDO (IN FEET) 03 1 inch =50 ft. SCALE: AS SHOWN - COMP. NO: 5090400 GRD JOB NO.: 509-04-00 ~ SHEET 6.9-311 C-4.0 6 LLJ r ITY RFr r)Pnq NO OF 7 f1