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HomeMy WebLinkAbout5.7-12229GENERAL 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 #022-16078 BY KRAZAN & ASSOCIATES, INC.. DATED AUGUST 30, 2016. 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 SPR #17-0041 THE COURSE , CONSTRUCTION OF THE PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS P E C I F I C GRADING AND DRAINAGE PLAN 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 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 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. 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 ENGINEERS 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 ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. EARTHWORK QUANTITIES: CLEAR & GRUB (2.96 ACRES ® 2 INCHES) 800 C.Y. CUBIC YARDS CUT (RAW) = 7,020 C.Y. CUBIC YARDS FILL (RAW) = 2,350 C.Y. OVEREXCAVATION (3' -BUILDINGS & 1' -PAVEMENT)= 5,005 C.Y. CUBIC YARDS CUT (ADJUSTED) = 12,025 C.Y. CUBIC YARDS FILL (ADJUSTED) = (800+2,350+5,005)X1.3* = 10,595 C.Y. TOTAL EARTHWORK QUANTITIES = 1,430 C.Y. EXPORT *(FILL WAS CALCULATED WITH A COMPACTION FACTOR OF 1.3) STOCKPILE EXPORT PER NOTE ON SHEET C-2.1. 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. ULNGHMAKK: BENCHMARK USE WAS A 3/4" REBAR WITH GREEN CAP MARKED "CANNON" LOCATED 76C SW OF THE INTERSECTION OF VALLEY STREET AND HWY 178 ALONG THE NORTH SIDE OF HWY 178, ON A HIGH BANK. ELEV = 792.41 PER CALTRANS HWY 178 WIDENING PROJECT. 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. 5900 COMANCHE DRIVE BAKERSFIELD, CA. 93306 PARCEL D OF PM9633 ill u d u KEY MAP CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION BASIS OF BEARING: CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CENTER LINE OF COMANCHE DRIVE, AS SHOWN ON TRACT CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO 5656-A AS FIELD IN BOOK 47 OF MAPS AT PAGE 81 IN THE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO OFFICE OF THE RECORDER OF SAID KERN COUNTY. BEARING DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH OF SAID LINE BEING NORTH 00' 22' 01" EAST THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. SCALE: 1" = 80' APPROVED BY: R.C.E. # C-051930 Know what's below. Call before you dig. C MAM SHALL CONTACT 8I7 FOR LOCA710N OF ALL J1[10ES AT LEAST 72 HOURS PR OR TO BEGRNNING CGNUMI[ION SITE ADDRESS 5900 COMANCHE DRIVE BAKERSFIELD, CA 93306 APW 387-020-31 Olsloxmixi SHEET DESCRIPTION C-1.0 COVER SHEET AND NOTES C-1.1 NOTES AND HCP/ITP C-1.2 SITE PLAN C-1.3 CROSS-SECTIONS C-2.0 PARTIAL GRADING PLAN C-2.1 PARTIAL GRADING PLAN C-3.0 DRAINAGE PLAN C-4.0 DETAILS C-4.1 DETAILS C-5.0 EROSION CONTROL PLAN C-5.1 BEST MANAGEMENT PLAN DRAINAGE QUANTITIES 4 EA. - STANDARD STORMDRAIN MANHOLE 1775.23 L.F. - 18' C-900 CLASS 150 P V C. MAIN I EA. - 24"x24" JENSEN DRAINAGE INLET BOX 1 EA. - DRAINAGE INLET (ON-SITE) 1 EA. - DRAINAGE INLET (OFF-SITE) 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. pF( c� z N O No. A N t3 S LAJ C-051930 7T' q� OFICAI.\FOxP V s REVIEWED: AS -GRADED DESIGNER: ASSISTANT PUBLIC WORKS DIRECTOR DATE Il CHECKED DATE: APPROVED BY: NICOLAS FIDLER - PUBLIC WORKS DIRECTOR R.C.E. # 61069 EXP. - 12/31/17 DATE 5.7-12229 JEM DRAFTER MAS SCALE: AS SHOWN COMP. NO: 4280800_ORD JOB NO.: 428-08-00 SHEET C-1.0 1 OF U o w O O M o w w o Ono Tw n ¢ M lD F ,p O U L1� G:7 Z r O N p0 O N pZ r �1^ cdo No. A N t3 S LAJ C-051930 7T' q� OFICAI.\FOxP V s REVIEWED: AS -GRADED DESIGNER: ASSISTANT PUBLIC WORKS DIRECTOR DATE Il CHECKED DATE: APPROVED BY: NICOLAS FIDLER - PUBLIC WORKS DIRECTOR R.C.E. # 61069 EXP. - 12/31/17 DATE 5.7-12229 JEM DRAFTER MAS SCALE: AS SHOWN COMP. NO: 4280800_ORD JOB NO.: 428-08-00 SHEET C-1.0 1 OF GRADING IMPROVEMENT NOTES ALL GRADING, EXCAVATION AND SOILS PREPARATION SHALL BE DONE IN CONFORMANCE WITH 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 #022-16078 BY KRAZAN & ASSOCIATES, INC. DATED AUGUST 30, 2016; 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, WITH THE FREQUENCY OF SPRAYING DEPENDENT ON WEATHER CONDITIONS. VERIFICATION OF COMPLIANCE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD 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 WITH THIS MITIGATION MEASURE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD PUBLIC WORKS/BUILDING INSPECTION DIVISION. 19. 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. 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 WITH THIS MITIGATION MEASURE WILL BE THE RESPONSIBILITY OF THE CITY OF BAKERSFIELD 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 71MES AND THE SWPPP SHALL ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C380699 - 489568 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 WITHIN 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 FOU14DAT10N 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 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. 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 HEIS 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. I EXISTING ) RESIDENTAIL USE ._ LIMITS OF DISTURBED AREA HCP/ITP FEE AREA X7.70 ACRES GROSS - PARCEL D OF PM9633 ,(CURRENTLY UNDEVELOPED) 7`i - -----=f= DE HILLS DR =_ 11 '' UNDEVELOPED z u i ,1 CD z CAP��'N I OPIiFRE;E > � 0 W 8 m w O W W a z I 1 z W LLJ U � CL \ O -I W � a W � � D iz Z 0 Iw I EXISTING ) RESIDENTAIL USE ._ LIMITS OF DISTURBED AREA HCP/ITP FEE AREA X7.70 ACRES GROSS - PARCEL D OF PM9633 ,(CURRENTLY UNDEVELOPED) 7`i - -----=f= DE HILLS DR =_ 11 '' UNDEVELOPED MBHCP STATEMENT: ALL "UNDEVELOPED LANDS" THAT WILL BE GRUBBED, ALTERED, DRIVEN -OVER, OR USED TO DEVELOP THE IMPROVEMENTS 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 IMPROVEMENTS. LIMITS OF DISTURBED AREA, HCP/ITP SCALE: 1" = 100' TPM 12229/SPR#17-0041 7.70 ACRES OF DISTURBED AREA/HCP FEE AREA 6 BUILDABLE LOTS PARCEL D OF PM9633 HCP FEE CALCULATION: 7.70 ACRES X $2,145/ACRE=$16,516.50 NO WORK SHALL EXCEED THE CONSTRUCTION LIMIT SHOWN 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/DEVELOPED LANDS. TRAILERS/STORAGE AREAS/VEHICLE MANEUVERING SHALL NOT EXCEED THE LIMITS AS SHOWN, ALL USE OF UNDEVELOPED/DEVELOPED LANDS SHALL BE WITHIN THESE LIMITS AND ARE CLEARLY SHOWN ON THESE GRADING PLANS. THE MBHCP PROJECT IS GRADING PLAN PERMIT #17-40000037. CROSS REFERENCE: SPR#17-0041 TPM 12229 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 INFORJutATION CONTAINED HEREIN ARE TRUE, ACCURATE AND COMPLETE. rj ;�` YL DERRILL G. WHITTEN JR. DATE R.C.E. # C-051930 No. C-051930 CIVIC i AS -GRADED 5.7-12229 No. C-051930 CIV7x, /. z u ,1 CD z CAP��'N I OPIiFRE;E > � 0 W 8 m w O W W a z I 1 z MBHCP STATEMENT: ALL "UNDEVELOPED LANDS" THAT WILL BE GRUBBED, ALTERED, DRIVEN -OVER, OR USED TO DEVELOP THE IMPROVEMENTS 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 IMPROVEMENTS. LIMITS OF DISTURBED AREA, HCP/ITP SCALE: 1" = 100' TPM 12229/SPR#17-0041 7.70 ACRES OF DISTURBED AREA/HCP FEE AREA 6 BUILDABLE LOTS PARCEL D OF PM9633 HCP FEE CALCULATION: 7.70 ACRES X $2,145/ACRE=$16,516.50 NO WORK SHALL EXCEED THE CONSTRUCTION LIMIT SHOWN 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/DEVELOPED LANDS. TRAILERS/STORAGE AREAS/VEHICLE MANEUVERING SHALL NOT EXCEED THE LIMITS AS SHOWN, ALL USE OF UNDEVELOPED/DEVELOPED LANDS SHALL BE WITHIN THESE LIMITS AND ARE CLEARLY SHOWN ON THESE GRADING PLANS. THE MBHCP PROJECT IS GRADING PLAN PERMIT #17-40000037. CROSS REFERENCE: SPR#17-0041 TPM 12229 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 INFORJutATION CONTAINED HEREIN ARE TRUE, ACCURATE AND COMPLETE. rj ;�` YL DERRILL G. WHITTEN JR. DATE R.C.E. # C-051930 No. C-051930 CIVIC i AS -GRADED 5.7-12229 No. C-051930 CIV7x, /. z z u z CD z w z�� > N Of N z z ¢ LTJ o z z a ¢ 9^ w z�� z N ED 8 m w III DESIGNER: JEM CHECKED BY: DGW DATE: 9/19/2017 DRAFTER MAS SCALE: AS SHOWN COMP. NO: 4280800_GRD JOB NO.: 428-08-00 SHEET C-1.1 2 OF 11 F� N U [�I a U � UooM � a W iz 0 Iw jr1 m F 0 DESIGNER: JEM CHECKED BY: DGW DATE: 9/19/2017 DRAFTER MAS SCALE: AS SHOWN COMP. NO: 4280800_GRD JOB NO.: 428-08-00 SHEET C-1.1 2 OF 11 SITE LEGEND ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAILS 1 & 2 ON SHEET C-4.1 AND DETAILS 0 6 & 7 ON SHEET C-4.0 FOR ACCESSIBLE PARKING SPACE SIZE, SIGN AND .SYMBOL ("VAN" INDICATES VAN ACCESSIBLE SPACE). © 5'-0" WIDE PEDESTRIAN CROSSWALK. SEE DETAIL 9- ON SHEET C-4.0. CONSTRUCTION NOTES Oi CONSTRUCT 6" CURB AND GUTTER PER C.O.B. STD. ST -1 O2 CONSTRUCT 4' WIDE V -GUTTER PER DETAIL L ON SHEET C-4.0 O3 CONSTRUCT 6' CONCRETE CURB PER DETAIL 2 ON SHEET C-4.0 ® INSTALL 12" REDWOOD HEADER O5 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER PAVING LEGEND © INSTALL CURB RAMP WITH DOT PAVERS PER DETAIL 3 ON SHEET C-4.0 O7 INSTALL CURB RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE A © INSTALL DOT PAVERS PER DETAIL 5 ON SHEET C-4.0 OSI CONSTRUCT 6.5" THICK CONCRETE SIDEWALK WITH PER PAVING LEGEND 10 PAINT ACCESSIBLE SYMBOL PER DETAIL 7 ON SHEET C-4.0 11 INSTALL ACCESSIBLE PARKING SIGN PER DETAIL 6 ON SHEET C-4.0 12 INSTALL 4" TEMPORARY A.C. DIKE 13 INSTALL RAMP GROOVES PER DETAIL ¢ ON SHEET C-4.0 14 INSTALL 6' CHAIN LINK FENCE PER C.O.B. STANDARDS D-12 & D-13 DRAINAGE AND FLOWAGE EASEMENT TO BE DEDICATED PER RECORDATION OF PM12229 15 FOR PHASE A PAVING LE END TYPE THICKNESS STD. DUTY ASPHALT 2.5" TYPE "B" ASPHALTIC CONCRETE/ SCOMPACTED (TI=4.5) 12.7.5" SUBGRADE HEAVY DUTY ASPHALT 3.5" TYPE "B' ASPHALTIC CONCRETE/ 10.0" AGGREGATE BASE - (TI -6 0) 12.0" COMPACTED SUBGRADE STD. DUTY CONCRETE 4" P.C. CONCRETE// 12.0" COMPACTED SUBGRADE ° - 6.5" P.C. CONCRETE ° HEAVY DUTY CONCRETE 6.0" AGGREGATE BAS/ 24.0" COMPACTED SUBGRADE ASPHALT SEE STREET PLANS 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 01557) 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. m g LEGEND U Q r W12 EXISTING WATER MAIN & SIZE a —S12— EXISTING SANITARY SEWER PIPE & SIZE z m 012 EXISTING STORM DRAIN PIPE & SIZE S w a EXISTING POWER POLE o N a T EXISTING TELEPHONE UNE z —GE— EXISTING OVERHEAD ELECTRICAL LINE — G — EXISTING BURIED GAS PIPE ao c — TV — EXISTING BURIED CABLE N ® EXISTING UTILITY VAULT C O EXISTING TELEPHONE POLE w/GUY WIRE ppOFESSIp EXISTING STREET LIGHT y~�p�O .W yFyc DE SQ EXISTING STORM DRAIN/SEWER MANHOLE w � No. EXISTING FENCEUNE C-051930 EXISTING FIRE HYDRANT *sT CMV gyp* o EXISTING VALVE BOX A OFCAL\F0 0 T^4' EXISTING TOPO POINT p4 EXISTING WATER METER / j p4 EXISTING GAS METER Lu Z EXISTING SEWER CLEANOUT FJ' z �-(303)/ EXISTING CONTOUR W/ELEVATION tt'i-� Fq j L z Of r SITE BOUNDARY , 0 — S6 — NEW SANITARY SEWER LINE & SIZE SC z LTj J — W8 — NEW WATER UNE & SIZE o E 012 NEW STORM DRAIN LINE &SIZE ¢ a YU R ❑O NEW SYPHONIC MANHOLE j� brd' M n ❑® NEW CATCH BASIN M "c= W awe z Q C .. C7 y NEW STORM DRAIN/SEWER MANHOLE [T gM Z i w3 NEW STORM DRAIN CLEAN-OUT NEW FIRE HYDRANT > U ® NEW WATER VALVE NEW GARDEN CENTER UTILITY BOLLARD F_ L0 El - NEW CURB INLET o U G WM NEW WATER METER FS 305.50 =PROPOSED GRADE ELEVATION 2.0% = PROPOSED GRADIENT Z FL = FLOWUNE FS = FINISHED SURFACE FF = FINISHED FLOOR FG = FINISHED GRADE FP = FINISHED PAD V INV = INVERT OF PIPE TC = TOP OF CONCRETE TG = TOP OF GRATE H o TP = TOP OF PAVEMENT } M GB = GRADE BREAK LS = LANDSCAPE m /� K.C.D.S.= KERN COUNTY DEV. STD. w O Q o C.O.B. = CITY OF BAKERSFIELD V o d - d O W M Vl M m 7CJ� r O U a z ?aoFESS/p,�,, r W m C) (� C-051930 A I 111 cr CMI P 4� OF CAL\F0 AS -GRADED N �W F [DATE: NER: JEM KED BY: DGW GRAPHIC SCALE 9/19/2017 30' 15' 0'15''TER MAS ( IN FEET) SCALE: AS SHOWN 1 inch = 30 ft. COMP. NO: 4280800_GRD JOB NO.: 428-08-00 5.7-12229 SHEET C-1.2 I3 CITY RMORM NO I OF TC 783.45 E 782.95 MATCH / TC /783.86 FL 783.36 83.36 LIMITS 0 GF RADING FS 783.88 \ \ 5'(RE / / SEE STREET PLANS FOR FS 782.62 � ' STREET CONSTRUCTION DETAILS Fs 785.01 D18 I� TG 783.91 1,U o- q FL783.7'1 Z�dP U TC 784.70 1 LS C�7TC 784.38 l o sTg�Oj FS \ I� FS (780.fi3) �/ / FES 18T823'� / f ' ' FS 783.88 184.29/ 783.79 / / / FF = 785.80' TC 784.68 . FS 78098 ° i // /'/ // / TC 784.20/ / FP = 785.30' FL 78418 IFS (780.45) e I 11. , FS 780.58 c jr / ES 38� GH TC 780.94 MP � FL 760.44 ' FS 780.80 / OMITS OF 1'57%, GRADING/h' FS 780.77 MATCH I FS 780.94 uerru FS 780.86 MATCH DAYLIGHT TO OG AT 2:1 SLOPE LIMITS OF GRADING/T� FS 780.72 MATCH N FP - 783.20' X7824-- I T'1 9.25% �1 TC 782.52 FL 782.02 1 1 782. FS 782.24 N 'D8 FS 783.90 FS 785.37 SEE DETAIL 1 ON SHEET C-4.1 / LL 782.22 / / / , / / / d ' �� / / // / / / FS 785.23 /�/1 l/ LS TC 783.17 / / / / FS 783.90 ' / / // / / / I LIMITS OF GRADING FS 782.67 / / / / ' / ° °, a ( / / ,� SEE STREET PLANS FOR STREET CONSTRUCTION DETAILS TO 784.08 / FS 783.58 ° ° ' / / / / , / / / / FS 785.72 XXXoddd ° ° ° ° w� '� / 0'��° ' / _ FS 786.03 FS 786.49 /' / 5� TC 785.80 \ / FS 785.30 / FS 785.61 . TC 783.50 / / /i TC 783.99 _ 4 / / / / / ' SFS 783.49 / /� / / /�/ / / TC 786.11 FS 786.74 FS 721 FS 785.07 / FS 785.39 FS 785.61 } _ ° / /AJC 785.57 / / / TC 784.72 / FS.785.07 / .3.04% / / / C 784.60 FS 784.22 _ i TC 787.16 , TC 783.70 1.97 ° ° / r' n ' / / / _ TC 783,97 S 784.10 i i ° - / / TC 787.11 FS 786.66 fS-7a3..2 -- - �� -'T7- ° TC 785.67 / / TC / FS 786.61 111 ' TC 787.63 ' / E a FS 785.17 / FS 785.42 , / 787.13 784.67 / / ! IC 786.39' �. _. / �, / / / FS 783.47 FS 785.00 ) 's / / / v TIC 78 r' e 7azls F)S 784.17 O / / FS 785.89 $ , - / / .. 1 45%�✓ �✓ 1 TC 785.34 / TC 786.39 �/ / / / k / / FS 786.66 ( _ / / TC 787.oa / 4.1 784.70 / FS 784.84, i // / FS 785.89 / TC 784.16 FS 784.20 TC 784.92 / TC 785.39 / / r -� / / / �o FS 786.58 / / FS 783.66- `� / / x-�' / /I/ / TC 783.94 / - / TC 1784.42 C 784.42 FS 784.89 FS 785.00 / // / / _ FS 786.79 / TC 787.24 / FS 78344 � � � / / FS 83.92 7C 785.10 � FC 785.39���' / / / / / / C 784.53 FS 784.60 FS 784.89 /�, / / / / / , FS 786.29 / / -- / 784.03 �` / TC 783.98 / TC 7 FS 783.48 787878 TC 788.36 LTC 787.83 � FS 787.86 FS 787.3-A E TC 785 54 / / / / FS 786.08 ' / ` FS 785.44 TC 786.68 / i FS 786.18 / / TC 787.03 TC 787.86 / TC 78F3.97 78 .02 FS 786.20 ,f,(�� , FS 786.53 FS 787.36 / FS 78$.47 / FS 783.71./ / FS .52 FS 765.66 VV / / TC 78.20 / / TC 786.76 / / / / / C 785.13 FS 786.26 / /' `?4,5� / / / / 7 8.70. /TIC 785.84 /'6.FS 787.10 / TC 7891 voo 1, /, �78 / 783.21 78 TC 789.76 TC 784.23 -FS 7 4.50 FS 785.34 i FS 786.65 / FS 788.03 / FS 788. / FS 789.26 S 784.63 / / C 87.6 TC 788.53 / FS 783.73 Bg A , / TC 788. 6 / / / TC 783.33' TYPE 783.51 TC 787.98 FS 783.11 fL 782.83 MATCH 4TC FS 783.01 TC 789.55 TC 789.35 10.43% FS 788.85 FS 782.41 0.91% (TI=6.0 ) 12.0" COMPACTED SUBGRADE STD. DUTY CONCRETE 4" P.C. CONCRETE// 12.0" COMPACTED SUBGRADE O N 6.5-ETEV/ ° HEAVY DUTY CONCRETE 65" FS 78 780.68 FS 782.17 9,5i $ MATCH/' ASPHALT SEE STREET PLANS 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. T AGGREGATE �.$$�@ASE COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTIONASTM D1557 F5 782.17 MOORE TWINNING REPORT FOR THE MARKET #3139 REQUIREMENTS AND THE KRAZAN REPORT FOR THE BNCE OF THE SITE. DATE: 9/19/2017 a � a MAS 09M ( IN FEET) CI TC 784.69 E 84.52' TC 787.64 ' . TC 788.16 / /' 785.16 / TC 786.71 / / TC 789.9 / FS 784.19 / / / ' FS 787.14 FS 788.16 FS 785.16 ' FS 786.21 / / �� FS 789.47 FS 782.41 � ' , � / / � / , � / / / - � GB 781/ FS 786.32 /' 3 7 / / / / FS 789.97 FS 784.44 GB 785.79 / / � TO 786.74 / / / / / / / / � / DAYLIGHT TO OG / TC 790.37 AT a 1 sI OPT / / / / / / / / / / 3.78% / / / �` / FS 789.87 MATCHLINE, SEE SHEET C-2.1 //FS ' GH // / / TC 787.90 / / TC 789 OS / GD it _- I F' 1785.2 / / / STC 786,87 / FS 787.40 / / F 78858 FS 786.37 / 1.69% FS 789.51 TC 790.15 789.65 ,pro os6$ TC 790.48 TC 790.33 FS 789.98 FS 789.83 11 TC 790.36 TC 790.75 FS 789.86 S 0. I SEE DETAIL 3 ON c SHEET 0 C� 2 C 790.08 789.58 rI W12 EXISTING WATER MAIN & SIZE S12 EXISTING SANITARY SEWER PIPE & SIZE D12 EXISTING STORM DRAIN PIPE & SIZE IIQ, EXISTING POWER POLE T EXISTING TELEPHONE LINE -0E- EXISTING OVERHEAD ELECTRICAL LINE _G_ EXISTING BURIED GAS PIPE TV EXISTING BURIED CABLE TV ® EXISTING UTILITY VAULT C___0_ EXISTING TELEPHONE POLE w/GUY WIRE S-{ EXISTING STREET LIGHT D� S� EXISTING STORM DRAIN/SEWER MANHOLE EXISTING FENCELINE ED EXISTING FIRE HYDRANT EXISTING VALVE BOX EXISTING TOPO POINT wm EXISTING WATER METER pm EXISTING GAS METER EXISTING SEWER CLEANOUT �(303)/ EXISTING CONTOUR W/ELEVATION SITE BOUNDARY - S6 - NEW SANITARY SEWER UNE & SIZE - W8 - NEW WATER LINE & SIZE - D12 - NEW STORM DRAIN UNE & SIZE EO NEW SYPHONIC MANHOLE ❑® NEW CATCH BASIN NEW STORM DRAIN/SEWER MANHOLE NEW STORM DRAIN CLEAN-OUT NEW FIRE HYDRANT ® NEW WATER VALVE NEW GARDEN CENTER UTILITY BOLLARD ❑� NEW CURB INLET 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 K.C.D.S. = KERN COUNTY DEV. STD. C.O.B. = CITY OF BAKERSFIELD PAVING LEGEND QQ TYPE TC 788.11 TC 787.98 LL 787.61 � FS 787.48 MATCH (TI=4.5) TC 789.55 TC 789.35 LL 789.05 FS 788.85 MATCH 1.69% FS 789.51 TC 790.15 789.65 ,pro os6$ TC 790.48 TC 790.33 FS 789.98 FS 789.83 11 TC 790.36 TC 790.75 FS 789.86 S 0. I SEE DETAIL 3 ON c SHEET 0 C� 2 C 790.08 789.58 rI W12 EXISTING WATER MAIN & SIZE S12 EXISTING SANITARY SEWER PIPE & SIZE D12 EXISTING STORM DRAIN PIPE & SIZE IIQ, EXISTING POWER POLE T EXISTING TELEPHONE LINE -0E- EXISTING OVERHEAD ELECTRICAL LINE _G_ EXISTING BURIED GAS PIPE TV EXISTING BURIED CABLE TV ® EXISTING UTILITY VAULT C___0_ EXISTING TELEPHONE POLE w/GUY WIRE S-{ EXISTING STREET LIGHT D� S� EXISTING STORM DRAIN/SEWER MANHOLE EXISTING FENCELINE ED EXISTING FIRE HYDRANT EXISTING VALVE BOX EXISTING TOPO POINT wm EXISTING WATER METER pm EXISTING GAS METER EXISTING SEWER CLEANOUT �(303)/ EXISTING CONTOUR W/ELEVATION SITE BOUNDARY - S6 - NEW SANITARY SEWER UNE & SIZE - W8 - NEW WATER LINE & SIZE - D12 - NEW STORM DRAIN UNE & SIZE EO NEW SYPHONIC MANHOLE ❑® NEW CATCH BASIN NEW STORM DRAIN/SEWER MANHOLE NEW STORM DRAIN CLEAN-OUT NEW FIRE HYDRANT ® NEW WATER VALVE NEW GARDEN CENTER UTILITY BOLLARD ❑� NEW CURB INLET 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 K.C.D.S. = KERN COUNTY DEV. STD. C.O.B. = CITY OF BAKERSFIELD PAVING LEGEND QQ TYPE THICKNESS STD. DUTY ASPHALT 2.5" TYPE "B" ASPHALTIC CONCRETE/ ZZa (TI=4.5) GATE BASE 12.0"5C0 COMPACTED SUBGRADE HEAVY DUTY ASPHALT 3.5" TYPE "B" ASPHALTIC CONCRETE/ 10.0" AGGREGATE BASE (TI=6.0 ) 12.0" COMPACTED SUBGRADE STD. DUTY CONCRETE 4" P.C. CONCRETE// 12.0" COMPACTED SUBGRADE O N 6.5-ETEV/ ° HEAVY DUTY CONCRETE 65" F� 24.0" COMPACTED SUBGRADE ASPHALT SEE STREET PLANS 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 CEMENT CONCRETE (MINIMUM MODULUS OF RUPTURE=550 PSI, 28 -DAY COMPRESSIVE STRENGTH OF 3,500 PSI) AGGREGATE �.$$�@ASE COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTIONASTM 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 BNCE OF THE SITE. `1 LIMITS OF GRADING ` SEE STREET PLANS FOR STREET CONSTRUCTION DETAILS I be ( I� AS -GRADED > m QQ O ZZa G LL. U O N ti G r F� a JEM o n GRAPHIC SCALE DATE: 9/19/2017 a � a MAS 09M ( IN FEET) CI (Vl I inch = 20 H. Z ti m 0 M m IWO b N � a F� � a No. C-051930 CIV1X, i z r 0 Z J 0 z Q�j ¢ �UNN ^d� W og� CD w J U 0 z ZD J 0 COMP. NO: 4280800_GRD JOB NO.: 428-08-00 5.7-12229 SHEET C-2.0 5 CITY RECORDS NO. OF O ZZa G LL. U O N pZ F� a JEM o n GRAPHIC SCALE DATE: 9/19/2017 20' 10' 0' a MAS 09M ( IN FEET) SCALE: (Vl I inch = 20 H. 0 M m IWO b F� COMP. NO: 4280800_GRD JOB NO.: 428-08-00 5.7-12229 SHEET C-2.0 5 CITY RECORDS NO. OF Z ZZa G LL. ON�c� O N pZ NDESIGNER: JEM CHECKED BY: DGW GRAPHIC SCALE COMP. NO: 4280800_GRD JOB NO.: 428-08-00 5.7-12229 SHEET C-2.0 5 CITY RECORDS NO. OF G NDESIGNER: JEM CHECKED BY: DGW GRAPHIC SCALE DATE: 9/19/2017 20' 10' 0' DR."FTER MAS ( IN FEET) SCALE: AS SHOWN I inch = 20 H. COMP. NO: 4280800_GRD JOB NO.: 428-08-00 5.7-12229 SHEET C-2.0 5 CITY RECORDS NO. OF LEGEND 0 -W12 EXISTING WATER MAIN & SIZE a GRADING R FS 785.441 / / IC /86.bb I/ 512- EXISTING SANITARY SEWER PIPE &SIZE z m ' / /4/� / ' / / /' / / / / X i I/� / _ 0 0 / _ _ j__ '/ ' /� / / / / / 12 FS 78618 / TC 787.03 TC 787.86 / / TC 7878.97 D12- EXISTING STORM DRAIN PIPE & SIZE /r,/ FS 786,20 ,��///) / ]1 o / / // // //",73 FS 78$.47 169% _/ TC 78421 / / TC �/ 02 / /(�/ u / TC 790.15 �, EXISTING POWER POLE TC 782.52 /' / / �/ / / ' ,Y� / '- / / FS 783.71 , / / / FS 4.52 FS 785.66 / TC 786.76 / / / / / / / TC 789.20 O TC 790 08 a FS 780.72 / / / // / - / / J / / FS 78$.70 FS 789.65 / , ._ FS 786.25 / / 4Sy / / / �� FL 789 58 T .EXISTING TELEPHONE LINE z i MATCH FL 78202 �/ /� �' / i �C 78513 �� / / / �� /r / L//�/ / TC 787.60 TC 788.53 / TC 789'28 i TC 790.48 TC 79033 �i._ .// 78710 / / S .789,83 I I I -OE EXISTING - EXITING OVERHEAD ELECTRICAL LINE 34 78998 FS 789 83 EXISTING BURIED GAS PIPE mFS 78.24 7 78534/ 78615 TC 79036 ¢ h a TC 788.66 �s FS 783.73 gsg / /� // // FS 78817 // 3---1 7 75 - FS 789.86 -TV EXISTING BURIED CABLE TV - F2 84.52 / z TC 783.33' TO 783-51 TC 784.69 / / / / TC 787.64 i / . TC 78816 // Sg. `�. 5 I LIMITS OF GRADING EXISTING UTILITY VAULT FS 783.11 78283 / TC 785.16 / / TC 786.71 / / / I/ / FS 783.01 FS 784.19 / / /' FS 787.14 / FS 788 16 i . FS 789.47 SEE STREET PLANS FOR 0.91% ,FS 785.16 / 'FS 786.21 / / / FF = 790.80' se C ----O- 10.43% FS 782.41 .. FS 782 41 .. , / i / / / / / / / / y GBEXISTING TELEPHONE POLE w GUY WIRE ROFESSi o STREET CONSTRUCTION/ 786.82 / / / / / / / / / }, C 790.497 EXISTING / FP = 790.30' `� DETAILS o f9C S 789. G STREET LIGHT FS 78217 / FS 784.44 �1 /1 / / / / y GB FS 780.58 - FS 782 17 c'i // 0511 i / /'I , , / , / / ✓ M���j�����1 {7�� ���� �./-�"� / / / / / / / CC) S� EXISTING STORM DRAIN/SEWER MANHOLE No. z - , / / / / TC 790.37 SEE DETAIL 2 ON O EXISTING FENCELINE C-051930 MATCH / / � / I' / // 1 / r '. GH TO OG / / .. �, -1 DAYLIGHT / 3.78% / - -FS 782.17- AT 4:1 SLOPE // � / // / / / / / / / /' - ' "� EXISTING FIRE HYDRANT sre p FS 789.87 SHEET C-4.1 CIVIC //////// � - Ca oo EXISTING VALVE BOX �oF cA1.1Fo� /-, / f/ j / / / / / _,"°� EXISTING TORO POINT TC TC 786.87 / � TC 787.90 / TC 789.08 / / y + " " 7 FS 785.276 / / / / FS 786.37 / / FS 787.40 / / / FS 788.58 / / / _ - 1 EXISTING WATER �1 F ,r./ FC 789.2 STING METER u LIMITS OFA /`- � r.. 2.1 % "--- -- / TC 786.99' FS 788.7 EXISTING GAS METER �j RADING iT ✓ 7� / / h /� / FS 786.49 TC 789.13 i / z TC 786.89 �i / TC 787.94 / / // w ,) FS 785.27 FS 786.39 / / . FS 787.44 / / TCFCB22� �� . - TC 790 TC 790.72 EXISTING SEWER CLEANOUT 2.00% r - - _. se / / / / / / i 75 FS 790.22 TC 792.33 �(3os}� EXISTING CONTOUR W/ELEVATION fi -7 a J 791.83 M_ / TC 79051/ FS 790.01 TC 790.75 SITE BOUNDARY �� 788.73 , TC 790.75 789.36/ FS 790.25 FS 790.25 - z E S6 - NEW SANITARY SEWER LINE & SIZE err FS 788.86/ d - /i TC 790.35 {/T - W8 - NEW WATER LINE &SIZE .-� 4, TC 785.83 / / TC 786.94 FS 789.85 C7� r �I V / FS 785.33 / FS 786.44 // / ' FS 790.614 5 790.11 Z z 8 SEE TEMPORARY 2'1 C ` '����� /:' / / / /I// / 0��° / TC 790.55 t Q - D12 - NEW STORM DRAIN LINE & SIZE - / RETENTION BASIN ! `;. !i� "� / / i ti / / FS 790.05 FS 792.07p°T° J m s c0 �:, TC 787.06 / / O• W O NEW SYPHONIC MANHOLE a i ? 1 NOTES THIS SHEET �i� /� FS 786.56 / //���, 1 �'" `� 3 BOTTOM OF SUMP j II, / - TC 789.30 Z ^ "' w 2 ELEV=771.26 - / " TC 785.84 / TC 786.95 TC 787.94 FS 788.80 3.38% ( TC 792.57 , U W NEW CATCH BASIN z E I / / FS 785.34 / / FS 786.45 FS 787.44 TC 789.13 F[ 792.07 ( z o / FS 788.63 TC 790.1 TC 790.90 MATCH Z LLJ NEW STORM DRAIN/SEWER MANHOLE / FS 79 19 FS 790.40 N m a �I Q � � w NEW STORM DRAIN CLEAN-OUT w - I DAYLIGHT TO OG / /TC 786.50 / TC 786.62 TC 788.04 TC 789.51 Vl > (✓ ��^ -f '- 3J4%>- FS 786.12 FS 787.54 FS 789.01 TC 790.69 TC 793.31 1 0 NEW FIRE HYDRANT v AT 4:1 SLOPE- - ;c> 8478 / FS 786.00' / �� ,. - LL - fL 792.81 LTJ ® NEW WATER VALVE Z - - - g.}8y - TG 790.71- FS_790J9. _. _ -- 3.70% MATCH U N 0 - _- S 782.17 / / r C 788.06 • z FS 790.21 �`- - FS 782.17' , . - FS 787 56 �' NEW GARDEN CENTER UTILITY BOLLARD J � FS 785.08 � �"'� Sr I., ,. i 9 93.38 � z _.... - 41.95 _ �.� ,F�`v 1 � • ti ❑� NEW CURB INLET o FS 7 2.17 FS 782.17 1f , ' � '-' DAYLIGHT TO OG , ' - ; - ' TC 793.77 A 41 SLOPE ' �., �' 3.27 WR NEW WATER METER FS 782... -� - - - FS 782.41 i l 21, ,n > y� ;E FS 305.50 i-. FL 79 \_- MITS OF = PROPOSED GRADE ELEVATION > r ro•� LIMITS OF GRADING / / `� -- !'..� W6c GRADING 1 �<�, $. ACA k , - 2.0% Z 6' CHAIN LINK FENCE AND GATE C �„� 6 '/� =PROPOSED GRADIENT FL = FLOWIJNE _ PER C.O.B. STANDARDS D-11, D-12, & D-13 `A �dy. / ` 1. T - / ' . / / FF = FINISHED FLOOR ,- FS FINISHED SURFACE 0 785 r r : A i // �l - N I3 C}1.3 !� / j i-�T 7 . - /. FG = FINISHED GRADE FP FINISHED PAD V %%% FUTURE PNAS p PP INV =INVERT OF PIPE - N O I A PAR / "� r T ��; i /, ; ' / TC = TOP OF CONCRETEgo / �/ T� �T ' TG = TOP OF GRATE TP = TOP OF PAVEMENT o GB - GRADE BREAK m w n LS - LANDSCAPE K.C.D.S.= KERN COUNTY DEV. STD. C.O.B. CITY OF BAKERSFIELD TOCKPILE EXPORT IN _ a W o w THIS AREA TO - " r / o O V / TO REFILL TEMPORARY SUMP IN FUTURE. r I I OZ7 z/ + �iY 7, �� -✓, . / ; 1� NOT A PART OF PHASE 1 GRADING rc7 94.76 794.26 / r - ,1X X X X X Xh�- 1 X- /. �' X __ :: _ _ __ i FS 786.78 FS 787.74 _.. FS 785.31-,,,,_. \ FS 786.44 787.19 TC 78512 PAVING LEGEND X TYPE THICKNESS rw�rw 2.5" TYPE "B" ASPHALTIC CONCRETE/ S7D. DUTY RSPHALT 7.5" AGGREGATE BASTE / (P=4.5) 12.0' COMPACTED SUBGRADE F 3.5" TYPE "B" ASPHALTIC CONCRETE/ HEAVY DUTY ASPHALT (P=6.0) 10.0" AGGREGATE BASE 12.0" COMPACTED SUBGRADE STD. DUTY CONCRETE 4" P.C. CONCRETE 12.0" COMPACTED SUB�RADE a Q 6.5" P.C. CONCRETE/ d a HEAVY DUTY CONCRETE 6.0" AGGREGATE BASE/ 24.0" COMPACTED SUBGffADE ' ASPHALT SEE STREET PLANS 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. fL 784.62 TC 785.E TC 786.52 TC 788.30 CC / FL 784.77 - - _ - - - - _ - - _FL 786.02 DRIVE APPROACH PER_ fL 787.80 _ -� t- STREET PLANS ------ d d a� / ® TEMPORARY RETENTION BASIN NOTES V) ~ \/ S JADE HILLS DR. SEE STREET PLANS � LOWEST INLET FLOWIJNE ELEVATION= 780.26' ® HIGH WATER LINE ELEVATION= 779.26' / - 4- BOTTOM OF BASIN ELEVATION= 771.26' N / MAXIMUM DEPTH OF WATER= 8.0' VOLUME REQUIRED- 0.67 AC. FT DESIGNER: JEM VOLUME PROVIDED= 0.69 AC. FT. DGW CHECKED BY: GRAPHIC SCALE - - - - - - - - - - DATE: 9/19/2017 pFtoFE�s/p�„ 20' 10' 0' 10' 20' DRAFTER MAS y� I"K (IN FEET) SCALE: AS SHOWN M 1 inch= 20 ft. COMP. NO: 4280800_GRD $ ( C-051930 a JOB NO.: 428-08-00 SHEET sq� CIVIC 5.7 AS -GRADED OFcnL1FOf� C-2.1 OF 11 W CITY RECORDS NO. a rw�rw � m Vl F Q Q 2 Z O N c cl) O N Z oa_ N aQ fL 784.62 TC 785.E TC 786.52 TC 788.30 CC / FL 784.77 - - _ - - - - _ - - _FL 786.02 DRIVE APPROACH PER_ fL 787.80 _ -� t- STREET PLANS ------ d d a� / ® TEMPORARY RETENTION BASIN NOTES V) ~ \/ S JADE HILLS DR. SEE STREET PLANS � LOWEST INLET FLOWIJNE ELEVATION= 780.26' ® HIGH WATER LINE ELEVATION= 779.26' / - 4- BOTTOM OF BASIN ELEVATION= 771.26' N / MAXIMUM DEPTH OF WATER= 8.0' VOLUME REQUIRED- 0.67 AC. FT DESIGNER: JEM VOLUME PROVIDED= 0.69 AC. FT. DGW CHECKED BY: GRAPHIC SCALE - - - - - - - - - - DATE: 9/19/2017 pFtoFE�s/p�„ 20' 10' 0' 10' 20' DRAFTER MAS y� I"K (IN FEET) SCALE: AS SHOWN M 1 inch= 20 ft. COMP. NO: 4280800_GRD $ ( C-051930 a JOB NO.: 428-08-00 SHEET sq� CIVIC 5.7 AS -GRADED OFcnL1FOf� C-2.1 OF 11 W CITY RECORDS NO. a SDMH # 4 RIM 782.69 2 18" INV = 778.92 SW/SE DRAINAGE CONSTRUCTION NOTES LIST OF MATERIALS LEGEND / Di / 11 GOULD PUMPS INC. MODEL #1DV, ORDER NUMBER IDV51CIVA 1.5" OUTLET, W12- EXISTING WATER MAIN &SIZE a IE 7 IE INSTALL O1 INSTALL JENSEN 24"x24" SD D.I. PER DETAIL A ON SHEET C-4.0. INSTALL 1/2HP, 230V, 1 PHASE, 4.2 MAXIMUM AMPS, 26.3 START AMPS 0 0. OF 18" SD 0 0. LF 2" I/ 2 INSTALL SDMH PER C.O.B. STD. PLATE D-16 FL CAST IRON 22.5' GALV. ELBOW _S12- EXISTING SANITARY SEWER PIPE &SIZE � O2 INSTALL CATCH BASIN PER C.O.B. STD. PLATE D-14 & D-17 -D12- EXISTING STORM DRAIN PIPE & SIZE S w a #4. TG = 783" FL CAST IRON GALV. SPOOL. 18" INV = 779.15 NW/SE \ ® CONSTRUCT TEMPORARY DRAINAGE BASIN PER C.O.B. STD. PLATE D-11 EXISTING POWER POLE w o 24°X24" GRATE INLET. ® 2" FL CAST IRON GALV 90' ELBOW ti a INSTALL 194.13 LF SEE DETAIL A ON SHEET C-4.0. 5 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. PLATE D-10 T EXISTING TELEPHONE LINE a OS 2 IBBM FL CHECK VALVE a c OF 18" SD ®0.83% INSTALL 13.50 LF \. © CONSTRUCT 6' CHAIN LINK FENCE AND GATE PER C.O.B. STD. PLATES D-12 & D-13 © / 2" IBBM FL GATE VALVE -0E- EXISTING OVERHEAD ELECTRICAL UNE i OF 18° SD ®0.50% DRAINAGE AND FLOWAGE EASEMENT SHALL BE DEDICATED PRIOR TO BUILDING G EXISTING BURIED GAS PIPEk, m 3 30 NF.ISw INLET #3. F = 783.71 O PLAN APPROVAL/SPR APPROVAL. Q7 2"x2"X2" FL CAST IRON GALV. TEE o N1B• �N\NG 18" INV = 779.22 W ® SUMP PUMP. SEE DETAILS THIS SHEET. ® CONCRETE VALVE BOX TV EXISTING BURIED CABLE TV 6' WIDE INLET OPENING. EXISTING UTILITY VAULT A � i O9 2"x1.5" CAST IRON REDUCER 2" FL CAST IRON GALV 90' ELBOW C O EXISTING TELEPHONE POLE w/GUY WIRE I 2" FL CAST IRON GALV 22.5' ELBOWopROFESS1q RETENTION BASIN NOTES EXISTING STREET LIGHT 1 10 a y� y� <® 11 THE DEVELOPER SHALL OBTAIN AN ENCROACHMENT PERMIT PRIOR TOD S EXISTING STORM DRAIN SEWER MANHOLE n CONSTRUCTING STORM DRAIN FACILITIES IN CITY RIGHT-OF-WAY AND CITY LOWEST INLET FLOWLNE ELEVATION= 780.26' / NO a Q PROPERTY. SAID FACILITIES SHALL BE INSPECTED BY THE CITY PUBLIC WORKS HIGH WATER LINE ELEVATION= 779.26' EXISTING FENCEUNE C-051930 7 ,O \ � DEPARTMENT. BOTTOM OF BASIN ELEVATION= 771.26' / OF 18" SD 00 59),� MAXIMUM DEPTH OF WATER=. 8.0' }� EXISTING FIRE HYDRANT *s CIV1V c* VOLUME REQUIRED= 0.67 AC. FT pd EXISTING VALVE BOX lq�OF IFO�'\ / INLET #2. TG '= 780.27 Tgh \� ` VOLUME PROVIDED= 0.69 AC. FT. °o CAL i 18" INV = 777.16 NE/SEXISTING TOPO POINT I ,O 24"X24" GRATE INLET. SEE DETAIL A ON SHEET C-4.0. �(ps4o s}/ EXISTING WATER METER q EXISTING GAS METER fZ6V BOTTOM OF SUMP EXISTING SEWER CLEANOUT EXISTING CONTOUR W/ELEVATION 82 f INS7 1SITE BOUNDARY TALL 158.46 LF ) z 5.5 � OF 18" SD_0 0.15% I I i 6 TOP OF SUMP - S6 - NEW SANITARY SEWER LINE & SIZE e� 4' ° T !6 c ,g 5 - W8 - NEW WATER LINE & SIZE LTj n �� 4 I a �6 a z " �' / - ^� e 3 1 U - D12 - NEW STORM DRAIN LINE & SIZE ~<m h _ a��CD �� NEW SYPHONIC MANHOLE --a-a ^ �^ NEW CATCH BASIN Mme w o o a z om� z oN, p `� '= NEW STORM DRAIN/SEWER MANHOLE [7] g m z Q m�LL w t: NEW STORM DRAIN CLEAN-OUT � NEW FIRE HYDRANT SDMH 1 RIM 782. / INSTALL 120.60 LF 84'10 5 3 ® NEW WATER VALVE 16" IN - 776.93 N S E _ 9 W/S W_ --SDMH 3 RIM 7 2 - 2 •18" INV - 778.5 9 7 ,,, • • z OF 18" SD ®1.389 y F - • • NEW GARDEN CENTER UTILITY BOLLARD INSTALL 44.03 LF J P 20.5 L.F. OF 2" DISCHARGE LINE I I I 6 7 0 c=3iT NEW CURB INLET o OF 18" SO 0 0.159 \ O z I , I c�zv II - INSTALL 14.51 LF � � U OF 18" SD 0 1.38% INV -778.79' _ J� WM NEW WATER METER � SDMH # 2 RIM 783.30 ! 1. - - UN - CAP F ITR RE V 3 i i 18" INV = 776.86 N / S /SE I- --- - FS 305.50 �� I I __-. _ � N= PROPOSED GRADE ELEVATION INSTALL 40.0 LF _. _ -_ FUTURE DRAINAGE LINE o 2'0% = PROPOSED GRADIENT `I 1 OF 18" SO 01289 el x- - -I; �® FL = FLOWLINE 2 c, I 2 SUMP PUMP PLAN VIEW FS = FINISHED SURFACE 0 + INSTALL 10.00 LF - . 12'- II iT I V=7 1.76 y 12, 4 4 N T. FF = FINISHED FLOOR I"'r Of 18" SD ®0.159 2.009 I 6 7 !, Lr7 FP = FINISHED PADFG = FINISHED RE U INV.=776.85' I 6' HIGH CHAIN LINK FENCE INV _ INVERT O ��- CAP FOR FUTURE a F PIPE TC = TOP OF i TG =TOP OF GRATE o 39.5' - 1I I® I -� TP =TOP OF PAVEMENT - SEE T ARY 2 : = GRADE BREAK 1 _ GB m w M 6 7 1:1 RETENnON e,Twx M LS = LANDSCAPE �' a X N0NOES 7HIS SH"�R O 4 PROPOSED GRADE X K.C.D.S.= KERN COUNTY DEV. STD. w Q a o ELEV-771.26 _ a II I C.O.B. -CITY OF BAKERSFIELD m vi DESIGN WATER SURFACE 2% ^ J o� I _I 6 - - S6 _ 3 P1E1'1 VOLUME�1,17 AI -IT ROV. VOLUME=0.69 AC -FT I I 785 1I�12 - it I I I IT n 7 APN: 387-150-28 N -1 g (' j L II Oo ADJOINING R I II (183.5 LF. OF 2° SUMP k•. BOTTOM DITCH I. PUMP DISCHARGE LINE C' EL=778.21' I I STREET R/W PER /X Irk x x x x I x DOC.#0206003084 _. 53.0 LF. OF 2" I( SUMP PUMP DISCHARGE LINE i -- +�- SUMP PUMP DISCHARGE LINE- AON: 387-150-24 - - - - - - 40 6 L.F. OF 2" SUMP PUMP (CITY OF.BAKERSFIELD) 10 �/ 1DISCHARr E LINE ��_ ------------- ------ + 1 EXISTING STREET R/W � PER DOC#0206162056 OFFICE OF THE KERN ADJOINING R- - -COUNTY RECORDER- EXISTING STREET R/W BOOK 6655 PAGE 2299 KERN COUNTY RECORDER'S OFFICE f DRAIN TO Z' OUTLET O U VOTE: 'UMP SHALL BE WIRED WITH A MANUAL START SWITCH LOCATED ON THE 7ENCE BY THE ACCESS GATE. A MERCURY SWITCH SHALL PROVIDE a AUTOMATIC SHUTOFF AT A WATER DEPTH OF 1 -FOOT. PUMP CONTROLS Z MLL BE DUPLEX WITH ALTERNATING SERVICE. r � a CL SECTION AT SUMP PUMP N r N.T.S pROFEss1ay. WIRE CAGE ENCLOSURE PROPOSED GRADE MIN 1"%1' GALV. GRID h ry/%„ TM C Z GALVANIZED STEEL FRAME .III 5 No A WING WALL BEYOND C-051930 • 4� CAL\FOS ISUMP BOTTOM OAS -GRADED M EL=771.3' jJ4 BARS ®12" O.C. EA. WAY s PUMP INV. DESIGNER: JEM E_-771 GRAPHIC CHECKED BY: DGW GRAPHIC SCALE DATE: 9/19/2017 20' 10' 0' 10' 20' DRAFTER MAS • (IN FEET) SCALE: AS SHOWN n 1 inch = 20 ft. COMP. NO: 4280800 -GRD $ #4 BARS ®12" O.C. EA.WAY 25' MIR g a5 JOE NO.: 428-08-00 SHEET � F5.7-12229 -JZZ•O PUMP PAD SECTION N.LS CITY RECORDS N0. F �� a #4 BARS CONTINUOUS / 0 12" o.c., (TYP. OF 3) 1' (12") NATIVE SOIL COMPACTED PER SOILS REPORT -INSTALL 1/2" EXPANSION JOINT 0 60' o.c. -WEAKENED PLAN JOINTS 0 10' o.c. -JOINTS IN ADJACENT SIDEWALKS SHALL MATCH V -GUTTER UScale: 1":1' INSTALL PAVERS SO THAT DETECTABLE WARNING SURFACE IS FLUSH WITH CONCRETE OR PAVING SURFACE CONCRETE OR PAVING SURFACE I PLACEMENT DETAIL SECTION A NOT TO SCALE 0.45" TOP o � DIAMETER F-- 0.9" BASE --.I I DIAMETER 1 SIDEWALK (SHOWN) OR LANDSCAPING -.{III 6" t 1J�" dAX. 6" CLASS "B"-/ CONCRETE CURB -INSTALL 1/2" EXPANSION JOINT ® 60° o.c. 1' (12') NATIVE SOIL COMPACTED -WEAKENED PLAN JOINTS ® 10' o.c. PER SOILS REPORT -JOINTS IN ADJACENT SIDEWALKS SHALL MATCH 6" ON-SITE CURB Scale: r = 1' MMN Q 2.3___O_ 0Q4 _ _ LOCATE VAN SIGN BELOW STANDARD (NOMISIGN STATING "VAN ACCESSIBLE" MIN�IM?'UvM FINE NE Swao NCv0'k ry?® (WHERE OCCURS, SEE PLAN) o NAL) —O 0 ON, 0 OR# OOOOOOO COOO0O X o 00 80800 O OO°OCOOOO O O O OOOO 0 °°°°°°00Co oo C°o°o°00000030000000 0°°000°0°°00Oo000000000o00 0 000000000000000000000 0°O°O°O00000°000000 °°.°o°o°O°o°oo°00000°0°Co°o°°°ooO0O0OOO000 00°0000° 70 SO. IN. REFLECTORIZED PROCELAIN SIGN WHITE FIGURE AS SHOWN, BLUE BACKGROUND COLOR 15090 PER FS 5958 2"0 GAILY. STEEL STD. PIPE -8"0230" CONCRETE FOOTING r ADJACENT GRADE I 0 I PER SITE PLAN FULL LENGTH Of STRIPE ZONE � ACCESSIBLE PARKING SIGN V Scale: N.T.S. N 6"1. 5� 4 4" 3' COLOR: YELLOW ACCESSIBLE SYMBOL Scale: N.T.S. RAISED TRUNCATED DOMES J Scale: N.T.S. GROOVES 12' WIDE PER DETAIL 4 ON BASE OF RAMP SHALL THIS SHEET HAVE A MIN. 36" SECTION OF TRUNCATED DOMES PER DETAIL 5 ON THIS SHEET 6° CONCRETE CURB 12' NOTES 0^ CONCRETE, SIDEWALK END CONDITION WHEN ADJACENT TO PARKING STALLS ACCESSIBLE RAMP J Scale: N.T.S. r 12'(,16m) or as ryyrowd by the 071 £n0 .. �60' 0 &N aha: -fid rerce d deron rhes t5' (¢esus) e w w w w w i /2' (16m) Ilii T— a+dod outiel 0-10 or 1WHeI 0-10 r , SA allot ar AC swab as an-wd by City Fn er 1 -- a q*vwd by Me City TCC il 12' (I&n) Alts. --- (5'm) 12' (1Cm) Alit. WE 'xbsr j Gaped Access w�w -IF e ■ x—,. l4' (4.1m) Mn. PLAN 801P tacatbme and number of *'w bad Nan gotes h hence to be detamW by the City Enow.. 1. M Nark sham &W amlomm to the app&w6lo sections of W cummt epec/0eahms mli1w 15twowd spechzabm State of Cdifadw Bushes, and frmsprkh n Agmcy Oepmbnmt of Transpatotlon, rpprowd mmot cWYm 2. At the time of SMV plus adnfttaC Me MAW and kcatbn of Advrfa ay mtmtim silos shed be yiec kaffy hdmted fa rower and appmwi by Me Lily Gxpneen The sabd'sdr / *wdgor sW admit erAmce to sppot Me use of Aftno y fochbba indudog hot sot necessaa'y Rallied to Me AollpPia¢ (1) Ouba a cdadOMms to m* cWodly and (2) prcdotian tests to none Me site wB dmh papedy 3. Temporary basins wB cdy be damd wiM Me rppmId of the Wy Engined. 4, Rmpaay faeh'ths wiz not be Wooed if the dtAnute tank d site is within 300' (9/m) of the Wthete bash or othadse d betermited and Wpmwd by Me aty Enome' 5 L4ahaye bash sad how a shore bad location accept- able to Its Qty iagkmwn. B. SW sAw dol sot erred 21 7. forma not m0ed X bask is t.5' (A45m) temp a less B awh-Ihh two aid gots shag emlom M Me 3mdf ohms sow be arty of Bsk&sW shwaisd dmwhgs 0-12 & 0-11 Cmerete mb and red and .dots are not MWW, EX. DITCH 4" THI SPLA P 9. Ain to bnommnent plan Wmwl Me submer / dew'cpr shah (1) bmf necessoy damge / *vhap eosemmts to Me City for tempamy kraks to be nowlainad by demAwr and obandmed Ipm fuhn &Wboamnt (2) Enter his an apsommt Pith Me oily and (A) Post gWwd sa awry to guamtse mn- sbactbn of the dlhote OWnage tmdi*s and mtantrcn bash, (B) Post a east, III to 9umanlse mabtemmm of the lmporay kch'ties an Me sebedde and to sum criteria d reguied by Me City Egnee' and slated h the Wannon4 ON soh the m Me dthots kafflm are ccnstnelea (C) maktom twity to the tmparmy Axhlas _ onto such time ore Me Wfimote kdOres ore crosbocled (3) Pros* Me necedoy easements for Me Wtismte slstmr aW rebri m basin. to As wdwff / dewlaper shcr past 14000 east for 0 dmhw, anknced site Pith a moxhian sin of 2,500 at (232 sr" meters), top to top as measeed at the catch Pont 11.: r /raced did law Mm Z,50D at (232 sprue meths) shW1 regure a P4000 cash deposit 12 Bch to be hstmed 150' min. flan nearest reddma I1 IIA not kmte basin h pmpasM right-of-way, STANDARD SURFACE MOUNTED TRUNCATED DOMES TEMPORARY"' - DRAINAGE BASIN DESCRIPTION OF WORK ■ DESIGN FOR H-2044 BRIDGE LOADING. E A. A BRIEF DESCRIPTION OF WORK IS AS FOLLOWS: D-11 wry ororwtw¢xT 1. TRUNCATED -DOMES AT CURB RAMPS (ANY CURB RAMP WITH SLOPES 5.0% AND STEEPER AND THE PATH LEADING z_ a ACROSS VEHICULAR TRAFFIC SHALL HAVE. TRUNCATED -DOMES). 24" X 24" QUALITY ASSURANCE CONTACT JENSEN PRECAST' SHEET OF A. A.D.A. COMPLIANCE: PARKING SPACES FOR THE DISABLED SHALL BE MARKED ACCORDING TO C.B.C. SECTION 11298.5. TACTILE. A O WARNING LINES SHALL BE IN COMPLIANCE TO C.B.C. SECTION 11338.8.5. 0 DI2424 WHITE PAINTED SYME -- --- TRUNCATED IN -UNE DOMES AT ALL CURB RAMPS AND OTHER DESIGNATED LOCATIONS CLl A A. DOME GEOMETRY. IN ACCORDANCE WITH A.D.A. REGULATIONS; PART 1 - 4.29 AND CALIFORNIA TITLE 24 RAISED TRUNCATED Tw Val DOMES WITH A DIAMETER OF 0.9", HEIGHT OF NOMINAL 0.2", AND CENTER -TO -CENTER SPACING OF 2.35". BLUE PAINTED BACKROUN[ GG B. PANEL DIMENSIONS: 24" X 24" X 1/8". EACH PANEL HAS TWO i AND SEVEN PRE -FORMED FASTENER LOCATIONS. A 36" WIDE COLOR 15090 PER 595E X 12° MINIMUM PANEL AT THE BOTTOM OF A CURB RAMP IS REQUIRED. INSTALLATION SHALL BE RECESSED. xwa,� N@= C. MATERIAL A HOMOGENOUS GLASS AND CARBON REINFORCED COMPOSITION SHALL BE COLORFAST AND UV STABLE. PANEL °� COLOR SHALL BE UNIFORM THROUGHOUT THE PANEL. COMPOSITE PRODUCTS WITH PAINT COATINGS OR UV COATINGS ARE FFqq yci UNACCEPTABLE. 2" TYP. D. INSTALLATION: TACTILE PANELS SHALL BE ADHERED TO RECESSED CONCRETE WITH EITHER THIN -SET MORTAR OR ONE In COMPONENT STRUCTURAL URETHANE ADHESIVE. ADHESIVE COLOR SHALL MATCH PANEL. PANELS SHALL ALSO BE ATTACHED WITH R8" MECHANICAL ANCHORS. FASTENERS SHALL BE %- X 1-5/8" COMPOSITE SLEEVE ANCHOR WITH STAINLESS STEEL PINS. FASTENER N®�IQi COLOR SHALL MATCH PANEL NOTE: THE SIGN IS TO BE CENTERED AT 1. ADHESIVE: SONOBORN NPT, SIKAFLEX 1A. THE INTERIOR END OF PARKING STALL N E. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS OF BY THE FOLLOWING MANUFACTURER. N THE ARCHITECT AS DELINEATED IN DIVISION 0 BID AND AGREEMENT DOCUMENTS MUST REVIEW OTHER MANUFACTURERS. 1. A.D.A. TACTILE SYSTEMS 2. A.D.A. SOLUTIONS, INC. CD 3. ARMOR TILE OR APPROVED EQUAL. 5k" F. REQUIREMENTS: RESULTS A.S.T.M. CL.CD COMPRESSIVE STRENGTH 23,800 PSI D 695 CL ~ FLEXURAL STRENGTH 24,600 PSI D 790 l/i WATER ABSORPTION .13% 0 2 WEEKS D 570 - SUP RESISTANCE EXCEEDS 0.80 WET OR DRY C 1028 U) FLAME SPREAD INDEX 15 E 84 SMOKE DEVELOPED 145 E 84 SALT SPRAY NO CHANGE (120 HOURS) B 117 z CHEMICAL STAIN NO DETERIORATION 1308 ABRASIVE RESISTANCE 564 C 501 ACCELERATED WEATHERING NO CHANGE (3,000 HOURS) G 26 TENSILE STRENGTH 12,100 PSI D 638 ROCKWELL HARDNESS 122 D 755 FREEZE/THAW/HEAT NO DISINTEGRATIONC 1026 N 6"1. 5� 4 4" 3' COLOR: YELLOW ACCESSIBLE SYMBOL Scale: N.T.S. RAISED TRUNCATED DOMES J Scale: N.T.S. GROOVES 12' WIDE PER DETAIL 4 ON BASE OF RAMP SHALL THIS SHEET HAVE A MIN. 36" SECTION OF TRUNCATED DOMES PER DETAIL 5 ON THIS SHEET 6° CONCRETE CURB 12' NOTES 0^ CONCRETE, SIDEWALK END CONDITION WHEN ADJACENT TO PARKING STALLS ACCESSIBLE RAMP J Scale: N.T.S. r 12'(,16m) or as ryyrowd by the 071 £n0 .. �60' 0 &N aha: -fid rerce d deron rhes t5' (¢esus) e w w w w w i /2' (16m) Ilii T— a+dod outiel 0-10 or 1WHeI 0-10 r , SA allot ar AC swab as an-wd by City Fn er 1 -- a q*vwd by Me City TCC il 12' (I&n) Alts. --- (5'm) 12' (1Cm) Alit. WE 'xbsr j Gaped Access w�w -IF e ■ x—,. l4' (4.1m) Mn. PLAN 801P tacatbme and number of *'w bad Nan gotes h hence to be detamW by the City Enow.. 1. M Nark sham &W amlomm to the app&w6lo sections of W cummt epec/0eahms mli1w 15twowd spechzabm State of Cdifadw Bushes, and frmsprkh n Agmcy Oepmbnmt of Transpatotlon, rpprowd mmot cWYm 2. At the time of SMV plus adnfttaC Me MAW and kcatbn of Advrfa ay mtmtim silos shed be yiec kaffy hdmted fa rower and appmwi by Me Lily Gxpneen The sabd'sdr / *wdgor sW admit erAmce to sppot Me use of Aftno y fochbba indudog hot sot necessaa'y Rallied to Me AollpPia¢ (1) Ouba a cdadOMms to m* cWodly and (2) prcdotian tests to none Me site wB dmh papedy 3. Temporary basins wB cdy be damd wiM Me rppmId of the Wy Engined. 4, Rmpaay faeh'ths wiz not be Wooed if the dtAnute tank d site is within 300' (9/m) of the Wthete bash or othadse d betermited and Wpmwd by Me aty Enome' 5 L4ahaye bash sad how a shore bad location accept- able to Its Qty iagkmwn. B. SW sAw dol sot erred 21 7. forma not m0ed X bask is t.5' (A45m) temp a less B awh-Ihh two aid gots shag emlom M Me 3mdf ohms sow be arty of Bsk&sW shwaisd dmwhgs 0-12 & 0-11 Cmerete mb and red and .dots are not MWW, EX. DITCH 4" THI SPLA P 9. Ain to bnommnent plan Wmwl Me submer / dew'cpr shah (1) bmf necessoy damge / *vhap eosemmts to Me City for tempamy kraks to be nowlainad by demAwr and obandmed Ipm fuhn &Wboamnt (2) Enter his an apsommt Pith Me oily and (A) Post gWwd sa awry to guamtse mn- sbactbn of the dlhote OWnage tmdi*s and mtantrcn bash, (B) Post a east, III to 9umanlse mabtemmm of the lmporay kch'ties an Me sebedde and to sum criteria d reguied by Me City Egnee' and slated h the Wannon4 ON soh the m Me dthots kafflm are ccnstnelea (C) maktom twity to the tmparmy Axhlas _ onto such time ore Me Wfimote kdOres ore crosbocled (3) Pros* Me necedoy easements for Me Wtismte slstmr aW rebri m basin. to As wdwff / dewlaper shcr past 14000 east for 0 dmhw, anknced site Pith a moxhian sin of 2,500 at (232 sr" meters), top to top as measeed at the catch Pont 11.: r /raced did law Mm Z,50D at (232 sprue meths) shW1 regure a P4000 cash deposit 12 Bch to be hstmed 150' min. flan nearest reddma I1 IIA not kmte basin h pmpasM right-of-way, STANDARD .; f , a.f, TEMPORARY"' CONFIGURATION: FORSPECIFIC CONFIGURATION, DRAINAGE BASIN --m TA ■ DESIGN FOR H-2044 BRIDGE LOADING. E Cf1Y Or BAKEF09ELD ALFORNIA D-11 wry ororwtw¢xT COMP. 10: rr � 12" R AMP , GROOVE CONCRETE AS SHOWN TO PROVIDE 12" DETECTABLE WARNING AT ALL CURB GUT RAMPS PER ADA & LOCAL JURISDICTION 4 RAMP GROOVES Scale: N.T.S. I MODEL NO. I A I B I'I`WEIGNT ONLY srrlaas;ra�:�_�drra�� e>♦�^laralar 1e:A Wi I (MODEL NO.I C WEIGHT RS242406 S" 300 LBS. ■ FRAME AND GRATE ASSEMBLY AVAUA8LE ■ ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES IN TRAFFIC OR PEDESTRIAN MODELS. CONFIGURATION: FORSPECIFIC CONFIGURATION, 0 CALL JENSEN PRECAST. ■ DESIGN FOR H-2044 BRIDGE LOADING. E ■ ASSEMBLY TO BE PLACED ON A S' BASE OF CRUSHER RUN SCALE: FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION. COMP. 10: z_ a ■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION, 24" X 24" J1Fns�n CONTACT JENSEN PRECAST' SHEET OF DRAIN INLET A O z 0 DI2424 LTJJ -- --- I ___ CLl A 24"x24" GRATE INLET Scale: N.T.S. DRAINAGE LINE PROFILE AND OUTLET STRUCTURE U Scale: t"=5' - 5.7-12229 No. C-051930 CIV1\� i ("�" ",�"., r No. C-051930 * 'pxgy£CCIVI\- , AS -GRADED DESIGNER: JEM FK 0 z a E MAS SCALE: V COMP. 10: z_ a U) Cl- 4.D m ® SHEET OF N w O z 0 U89M LTJJ � CLl A N Tw Val z z C7 xwa,� N@= z °� FFqq yci W W In CD LL1, Z N®�IQi w Q J N N U CD ZaZ. QI CL.CD F CL ~ l/i CSI U) z O ("�" ",�"., r No. C-051930 * 'pxgy£CCIVI\- , AS -GRADED DESIGNER: JEM CHECKED BY: 0 DATE: 9/19/2017 E MAS SCALE: V COMP. 10: 4280800_GRD a 428-08-00 Cl- 4.D m ® SHEET OF o n M w O Q V O 0 U89M 0 � W A N Tw Val M m 0 U Z Q Or N N ZaZ. QI CL.CD CD CL ~ l/i CSI ("�" ",�"., r No. C-051930 * 'pxgy£CCIVI\- , AS -GRADED DESIGNER: JEM CHECKED BY: DGW DATE: 9/19/2017 DRAFTER MAS SCALE: AS SHOWN COMP. 10: 4280800_GRD JOB NO.: 428-08-00 Cl- 4.D SHEET OF RDS NO. 3 PAINT 4" BLUE ' TC 785.54 STRIPE FS 785.04 1.49% D I TC 785.54 Z FS 785.04 11 PAINT 4" BLUE STRIPES ®36" O.C., TYP. TC 785.04 ' FS 785.04 FS 785.54 TC 785.04 FS 785.04 13 .. FS 785.54 TC 785.54 10 FS 785.04 L K;t rn 11 TC 785.54 FS 785.04 0.98% PAINT ::BLUEJT a STRIPE DETAIL 1 SCALE 1'=5 NOTE: MAXIMUM SLOPE FOR THREE FEET BEHIND A -L- A_7V A A L THE HANDICAP STALLS SHALL BE 2%, TC 789.56 TC 789.61 O O O FS 789.06 FS 789.11 O 0 1:12 O0O MAX i$ O O O O 13 .. FS 785.54 TC 785.54 10 FS 785.04 L K;t rn 11 TC 785.54 FS 785.04 0.98% PAINT ::BLUEJT a STRIPE DETAIL 1 SCALE 1'=5 NOTE: MAXIMUM SLOPE FOR THREE FEET BEHIND A -L- A_7V A A L THE HANDICAP STALLS SHALL BE 2%, _m F:7 TC 789.56 TC 789.61 LEGEND FS 789.06 FS 789.11 TC 789.73 O O O O 1:12 ©`� FS 789.73 5 0 00000 7 TC 789.73 0 0'O O Ll FS 789.73 TC 789.53 W12 EXISTING WATER MAIN & SIZE FS 789.03 TC 789.60 TC 789.73 FS 789.10 FS 789.23 -S12- 1.54% m N -D12 EXISTING STORM DRAIN PIPE & SIZE z S In a N WAX TC 789.86 TC 789.92 FS 789.36 FS 789.42 0 0 O EXISTING POWER POLE O 0 0 0 'v 001�00 N TC 789.76 s FS 789.26 1 AX TC 789.95 GB FS 789.95 a -4 5' TC 789.88 -0E- - G - FS 789.38 LTC 789.88 FS 789.88 FS 789.98 FS 790.72 -AFS 790.72 5 � 4.35% � "'•� 1.5% FS 790.80 ATAX TC 789.47 FS 789.7 FS 790.06 FS 790.45 L z FS 790.80 EXISTING UTILITY VAULT GB 6' F . FF = 790.80' C O EXISTING TELEPHONE POLE w/GUY WIRE IL TC 790.47 2 SCALE 1"=5' LIGHT oFESS� 4.5' -�•� 4:1 DAYLIGHT TO 0.44% rFINISH SURFACE EXISTING GROUND EXISTING STREET 1 P�" •W T c^ GB FS 790.56 „ EXISTING GROUND FS 790.73 DO S� DETAIL 4 SCALE 1"=5' s• _m F:7 - SITE BOUNDARY cn - S6 - NEW SANITARY SEWER LINE & SIZE 9 Z EDI <1 - W8 - NEW WATER LINE & SIZE [Ll n £ - D12 NEW STORM DRAIN UNE & SIZE ¢ o, TC 790.37 FS 790.51 °g' m o U FS 789.87 ❑O NEW SYPHONIC MANHOLE a Z c GB _ ., LS w ". � w y 0 NEW CATCH BASIN w ` � _ FS 790.66 z z `o ' - NEW STORM DRAIN SEWER MANHOLE [^] g m W.1 z i _ FS 790.49 FS 790.73 � / W PAINT 4"7BL�UE " "'"` NEW STORM DRAIN CLEAN-OUT ; STRIPE 1 5% NEW FIRE HYDRANT > GB M O 4.47% `_. iwx ® NEW WATER VALVE U n.,0,x...,.,. 1.50% TC 790.52 !FS 790.73 IFS 790.80 NEW GARDEN CENTER UTILITY BOLLARD z FS 790.52 �.1 10 TC 790.44 5'r FS 789.94 ❑� NEW CURB INLET O U 1.5% PAINT 4" BLUE STRIPES 6 IBX WM NEW WATER METER1 11 ®36" O.C., TYP. N x 2 FS 305.50 52 = PROPOSED GRADE ELEVATION _ FS 790.80 Y 1 2'09 = PROPOSED GRADIENT Z 0°0°0°OFS 790.73 FL = FLOWLINE 5 FS = FINISHED SURFACE O T0-4 C 789.94 iS0% °o°02 LS FF = FINISHED FLOOR FF = 790.80' F w 14-t�-u°o° FG = FINISHED GRADE FS 789.94 0 0 0 0 000000° FP =FINISHED PAD 0000000 INV = INVERT OF PIPE a TC = TOP OF CONCRETE 1.5% TC 790.52 TG = TOP OF GRATE o FS 790.02 TP = TOP OF PAVEMENT Qo LS = LANDSCAPE m �. x TC 790.44 TC 790.52 K.C.D.S.= KERN COUNTY DEV. STD. z I= ¢ o XP�O�PAINT FS 789.94 FS 790.52 C.O.B. = CITY OF BAKERSFIELDNLS 1 ov,5 11♦~ 36' FS 790.80FS 790.80 4" BLUE i o � m /\AAAA `STRIPE 90.5 FS 790.78 f TC 790 52 � � � -G6. 1.50% o 1.5% Fs 7sa5z �0 � CONSTRUCTION (VOTES y MAXX 2.511 0.25% O1 CONSTRUCT 6" CURB AND GUTTER PER C.O.B. STD. ST -1 C� O FS 790.53 FS 790.69 r FS 790.733 0 CONSTRUCT 4' WIDE V -GUTTER PER DETAIL 1 ON SHEET C-4.0 TC 790.51 O3 CONSTRUCT 6" CONCRETE CURB PER DETAIL 7 ON SHEET C-4.0 O FS 790.51 6.6' 6� ® INSTALL 12" REDWOOD HEADER V TC 790.28 TC 790.51 o TC 790.58 �� �� CONSTRUCT 4" THICK CONCRETE SIDEWALK WITH 6x6 10x10 WWM OVER FS 789.78 FS 790.01 4.5' 0 / FS 790.58 12" OF NATIVE SOIL COMPACTED TO 90% M.D.D. �yJ FS 790.77 FS 790.81 © INSTALL CURB RAMP WITH DOT PAVERS PER DETAIL 3 ON SHEET C-4.0 1. %© I 13' I O7 INSTALL CURB RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE A Z OB INSTALL DOT PAVERS PER DETAIL � ON SHEET C-4.0 00 ° C O9 INSTALL SITE LIGHTING PER ARCHITECTS PLAN. O N 0 O 10 PAINT ACCESSIBLE SYMBOL PER DETAIL 7 ON SHEET C-4.0 Q N TC 790.54 TC 790.59 N FS 790.04 FS 790.09 11 INSTALL ACCESSIBLE PARKING SIGN PER DETAIL f ON SHEET C-4.0 Z 12 CONSTRUCT TEMPORARY 4" AC DIKE 13 INSTALL RAMP GROOVES PER DETAIL 4 ON SHEET C-4.0 ^ WW �$ Z_ G /\A/\/ K0.48% N /\/\AA//\\/ epOFESS/ TC 790.58 TC 790.59 FO FS 790.08 FS 790.09 0 4.5. No. A DESIGNER: JEM O 0 8 C-051930 0 „ * CHECKED BY: DGW O c vb 00 CIV(\- �P DATE 9/19/2017 O O OI O O A� CAL\F0 DRAFTER MAS SCALE: AS SHOWN n 0000 TC 790.90 AS -GRADED COMP. NO: 4280800_GRD s TC 790.85 FS 790.40 JOB NO.: 428-08-00 Fs79G•3DETAIL 2 5.7-12229 C-4SHEET .1 SCALE 1"=5' CITY RECORDS NO. OF � LEGEND W12 EXISTING WATER MAIN & SIZE -S12- EXISTING SANITARY SEWER PIPE & SIZE m -D12 EXISTING STORM DRAIN PIPE & SIZE z S In a WAX EXISTING POWER POLE N - T - EXISTING TELEPHONE LINE a -0E- - G - EXISTING OVERHEAD ELECTRICAL LINE EXISTING BURIED GAS PIPE TV EXISTING BURIED CABLE TV o\` z E� EXISTING UTILITY VAULT C O EXISTING TELEPHONE POLE w/GUY WIRE TC 790.47 LIGHT oFESS� FS 789.97 �-F EXISTING STREET P�" •W T c^ GB FS 790.56 „ FS 790.73 FS 790.73 DO S� EXISTING STORM DRAIN/SEWER MANHOLE .,,, s• No z EXISTING FENCEIINE C-051930 "s C,� 1.5% MA ` 4.50% 15%. EXISTING FIRE HYDRANT TC 790.47 EXISTING VALVE BOX h, q^Igp` Four FS 789.97 GB FS 790.56 �. r1 ,yo +^,° EXISTING TORO POINT ,_......• �FS 790.72 FS 790.80 EXISTING WATER METER f 1 (M EXISTING GAS METER LTJ % EXISTING SEWER CLEANOUT z �(303D EXISTING CONTOUR W/ELEVATION 0 - SITE BOUNDARY cn - S6 - NEW SANITARY SEWER LINE & SIZE 9 Z EDI <1 - W8 - NEW WATER LINE & SIZE [Ll n £ - D12 NEW STORM DRAIN UNE & SIZE ¢ o, TC 790.37 FS 790.51 °g' m o U FS 789.87 ❑O NEW SYPHONIC MANHOLE a Z c GB _ ., LS w ". � w y 0 NEW CATCH BASIN w ` � _ FS 790.66 z z `o ' - NEW STORM DRAIN SEWER MANHOLE [^] g m W.1 z i _ FS 790.49 FS 790.73 � / W PAINT 4"7BL�UE " "'"` NEW STORM DRAIN CLEAN-OUT ; STRIPE 1 5% NEW FIRE HYDRANT > GB M O 4.47% `_. iwx ® NEW WATER VALVE U n.,0,x...,.,. 1.50% TC 790.52 !FS 790.73 IFS 790.80 NEW GARDEN CENTER UTILITY BOLLARD z FS 790.52 �.1 10 TC 790.44 5'r FS 789.94 ❑� NEW CURB INLET O U 1.5% PAINT 4" BLUE STRIPES 6 IBX WM NEW WATER METER1 11 ®36" O.C., TYP. N x 2 FS 305.50 52 = PROPOSED GRADE ELEVATION _ FS 790.80 Y 1 2'09 = PROPOSED GRADIENT Z 0°0°0°OFS 790.73 FL = FLOWLINE 5 FS = FINISHED SURFACE O T0-4 C 789.94 iS0% °o°02 LS FF = FINISHED FLOOR FF = 790.80' F w 14-t�-u°o° FG = FINISHED GRADE FS 789.94 0 0 0 0 000000° FP =FINISHED PAD 0000000 INV = INVERT OF PIPE a TC = TOP OF CONCRETE 1.5% TC 790.52 TG = TOP OF GRATE o FS 790.02 TP = TOP OF PAVEMENT Qo LS = LANDSCAPE m �. x TC 790.44 TC 790.52 K.C.D.S.= KERN COUNTY DEV. STD. z I= ¢ o XP�O�PAINT FS 789.94 FS 790.52 C.O.B. = CITY OF BAKERSFIELDNLS 1 ov,5 11♦~ 36' FS 790.80FS 790.80 4" BLUE i o � m /\AAAA `STRIPE 90.5 FS 790.78 f TC 790 52 � � � -G6. 1.50% o 1.5% Fs 7sa5z �0 � CONSTRUCTION (VOTES y MAXX 2.511 0.25% O1 CONSTRUCT 6" CURB AND GUTTER PER C.O.B. STD. ST -1 C� O FS 790.53 FS 790.69 r FS 790.733 0 CONSTRUCT 4' WIDE V -GUTTER PER DETAIL 1 ON SHEET C-4.0 TC 790.51 O3 CONSTRUCT 6" CONCRETE CURB PER DETAIL 7 ON SHEET C-4.0 O FS 790.51 6.6' 6� ® INSTALL 12" REDWOOD HEADER V TC 790.28 TC 790.51 o TC 790.58 �� �� CONSTRUCT 4" THICK CONCRETE SIDEWALK WITH 6x6 10x10 WWM OVER FS 789.78 FS 790.01 4.5' 0 / FS 790.58 12" OF NATIVE SOIL COMPACTED TO 90% M.D.D. �yJ FS 790.77 FS 790.81 © INSTALL CURB RAMP WITH DOT PAVERS PER DETAIL 3 ON SHEET C-4.0 1. %© I 13' I O7 INSTALL CURB RAMP PER CALTRANS STANDARD PLAN RSP A88A CASE A Z OB INSTALL DOT PAVERS PER DETAIL � ON SHEET C-4.0 00 ° C O9 INSTALL SITE LIGHTING PER ARCHITECTS PLAN. O N 0 O 10 PAINT ACCESSIBLE SYMBOL PER DETAIL 7 ON SHEET C-4.0 Q N TC 790.54 TC 790.59 N FS 790.04 FS 790.09 11 INSTALL ACCESSIBLE PARKING SIGN PER DETAIL f ON SHEET C-4.0 Z 12 CONSTRUCT TEMPORARY 4" AC DIKE 13 INSTALL RAMP GROOVES PER DETAIL 4 ON SHEET C-4.0 ^ WW �$ Z_ G /\A/\/ K0.48% N /\/\AA//\\/ epOFESS/ TC 790.58 TC 790.59 FO FS 790.08 FS 790.09 0 4.5. No. A DESIGNER: JEM O 0 8 C-051930 0 „ * CHECKED BY: DGW O c vb 00 CIV(\- �P DATE 9/19/2017 O O OI O O A� CAL\F0 DRAFTER MAS SCALE: AS SHOWN n 0000 TC 790.90 AS -GRADED COMP. NO: 4280800_GRD s TC 790.85 FS 790.40 JOB NO.: 428-08-00 Fs79G•3DETAIL 2 5.7-12229 C-4SHEET .1 SCALE 1"=5' CITY RECORDS NO. OF � W. F J EROSION CONTROL NOTES: m --- -- ,— _ /� 1. IN CASE OF EMERGENCY, CALL CORNERSTONE ENGINEERING INC. (661) 325-9474, y 1 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON w SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION N g OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. s w 3. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE w D78 1 APPROVAL OF THE BUILDING OFFICIAL. v, 4. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL NOT BE IN PLACE AT THE s 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 O I 1 1 I BERMS AND BASINS. o / I 6. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE - 1 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 QROFEssI� PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATED A HAZARDOUS CONDITION. h"Q. 8. THE UNDERSIGNED CIVIL ENGINEER SHALL INSPECT THE EROSION CONTROL WORK AND IN ENSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. C-051930 I�-/ �. 1��� I � 1 1 I� ❑ ,t� CIVIC �a moo. 1 ^� EROSION & SEDIMENT CONTROL CONSTRUCTION NOTES I \ / ALL BMPs SHALL BE IN ACCORDANCE Wi1H MODEL BMPs FROM THE CALIFORNIA STORMWATER BMP HANDBOOK FOR CONSTRUCTION AT WWW.CABMPHANDBOOKS.COM LIJ ECI SCHEDULING Z z E10 5= ' II I ° •. ;��`° I I � SE7 CONSTRUCT SILT FENCE IN ACCORDANCE WITH BMP FACTS SHEET #SE-1. SEE BMP 'H' ON SHEET C-5.1 E� Z N fig\ I _ ,T _ \•. \ ^� 1 a _�, 1 SE2 DESILTING/RETENTION BASIN �} z // I (I -� {r; , ___ _..-\,. ! •° °' I 1 I INSTALL FILTER FABRIC INLET PROTECTION OVER INLETS IN ACCORDANCE WITH BMP SE-10, CALIFORNIA SE70 "A" Lij I iP �•' .I 1 STORMWATER BMP HANDBOOK, CONSTRUCTION BOOK, 2009, WWW.CABMPHANDBOOKSCOM. SEE BMP ON SHEET C-5.1 [Ti z o u gp n - �rS- m- - TC7 �1d 1.50%° - I STABILIZED CONSTRUCTION ENTRY/EXIT POINT IN ACCORDANCE WITH BMP #TC-1 FROM CALIFORNIA STORMWATER I TCl CONSTRUCTION HANDBOOK, MINIMUM DIMENSION 50' LONG X 20' MADE PART OF WHICH MAY BE CORRUGATED STEEL "C" M w BARS. SEE BMP ON SHEET C-5.1 �y i;_ CONSTRUCT MATERIALS <fh e• z E I I I STORAGE AREA IN ACCORDANCE WITH BMP FACTS SHEET 1 �1 "E" 0 " 3 9.25% I TF1' I � F d'— V. � II SEE BMP ON SHEET C-5.1 �m� Z ; w II _ - 2 E I WM8 'F" ; CONSTRUCT CONCRETE WASH OUT AREA. SEE BMP - ON SHEET C5.1 J � CONSTRUCT SANITARY WASTE MANAGEMENT AREA IN ACCORDANCE WITH BMP FACTS SHEET 0 t ^ � °a� I NS_y CONSTRUCT VEHICLE/EQUIPMENT REFUELING AREA IN ACCORDANCE WITH BMP FACTS SHEET "G" � - T-N #NS-9. SEE BMP ON SHEET C-5.1 I CONSTRUCT VEHICLE/EQUIPMENT MAINTENANCE AREA IN ACCORDANCE WITH BMP FACTS SHEET NS-10 /E "8' z o p jtWS-10. SEE BMP ON SHEET C-5.1 T �ml I I I I p Zp% CURRENT DIRECTION OF STORMWATER FLOW / — BEST MANAGE MNT HAMKI Si�j�j U General Notes j a / ppi / I Q f Best Moral Practices (BMP's) contained herein reflect minimum requirements. Alternate methods equal be > o n n E1 ly 4 4 I providing or greater protection may utilized. For m additional BMP's refer to California Stormwater BMP Handbooks, available at m WWW. CASMAYAN0,90ONS COM z 0 z a S 2. All construction activ'ty shall be performed in accordance with a Stormwoter Pollutiona S 9 n Prevention Plan (SWPPP) developed and implemented in compliance with requirements u Qof the Kern Coonty 5torrnwoter Management Program, National Pollutant Discharge /� / Elimination .System (NPOES) Permit, and the Secto's General Permit. w FSI uoi r �^> °' 0 J ]he SWPPP shall: a n m � ,n d Uy' o. Identify potential pollutant sources and include the design and placement ` Al of BMP's to effectivelyprohibit the entry of pollutants from the construction site into and onto the street and storm drain system during F+N constnrction. t -- \ - r�i / r __ _ - � kept o on amended to reflect changing conditions throughout QpOFESS/ b. Be site d0wI the - coarse of construction. c. Be kept up to date. Any additional updatesrequested by agency rep esentotrve are to be mode immediately.No. .. .. C-051930 4. Non-Stormwoter aisef+oraes are prohibited from entering any storm drain system (1 and/or street, �,A� , I I 5. Pollutants shall be removed from stormwoter discharges to the Maximum Extentq/F �d ,� /,i � ,. _,� -�'' Q`ICAI�Fp``�\F Practicable (MEP) through design & implementation of the Si al 6. A stondb crew far emergency work shall be available at o// times torte the rain y q y g y AS-GRADED N a 0 X PP _ ,r- / G - ,I, I',, season (Nov, 1 to Apr, 15). Necessary materials shall be available on site and �, // /; c : stockpiled of convenient locations to taeditate rapid construction of temporary (V / X k✓'; devices or damaged erosion control measures or sediment control measures when rain is imminent. I N A Portable facilitics r -_� ;� sanitary shall be located on relative/ isvel ry y ground away horn traffic areas drainage courses, and storm drain inlets. n nets. ( ,7 , / m 8 Employees, subcontractors and suppliers shall be educated on a// BMP's including concrete waste storage and disposal procedures. 9. Sediment control practices shot/ effectively prevent o net increase of sediment load r in discharge. i S-10 ', Will m stormwoter >a ..I/ �'1.� / ,. x u — — DESIGNER: JEM - x I x' / / ' r x x x--- - CHECKED BY: DGW GRAPHIC SCALE DATE: 9/19/2017 a\EX<'HAN6E\IPCWw\NPDE9 BMP3\SWPPP9.dwA AMP 1.'1M12�8.553C AM 30' 15' 0' 15' 30' DRAFTER MAS I (IN FEET) SCALE: AS SHOWN ; — — — — 1 inch = 30 ft. a Fi — — — d/ I COMP. NO: 4280800_GRD JOB NO.: 428-OS-00 = -fi--r ------- --------- ---- ---- --- ----- JADE HILLS DR SE7 ----�Ilx I I EET S10T P.:7-12229 G-5.0 CITY RECORDS NO. OF 11 W. F J C-051930 4)F Lf' CALIFO� LU 0 0 W I- Z Q tT1 r.� J Z o Zo Q ins ((�� 0 Unn W m 1J�=m W Zj = Yd rrh��? Z `o �� u LIJ $m�� Z ; W � J S U Z J Z 0 O CO N U n i F U59r�i J W € utLt I w AN< D_ Vyl M m O U z r IZZ- O N p Z r a li W PROFESS/02„. m 1 .I F S bags to Back of sidewalk v`l No. m z DESIGNER: e'llip nGravel aver lap onto curb Catch Basin C-051930 Back of curb Curb Iulat I l Lenyll via needed to prevent tracking DLrectlon `-p� F -D of Dow l� _ Atonementuaa F Ute/,_ aoa�of _ WJ BLtG P� r _ _ s CIVIC.DATE: f4�a M ? 9/19/2017 I� CALtFO\p _ DRAFTER 6 L SCALE: AS SHOWN n AS -GRADED A series of Steel Plate. (3 or more)with p Rumble Strips or min 4" coarse aggregat_. -; I J } �. 0 Plan - } ry _ _ �'S/ Notes. 5.7-12229 Sandbags/Gravel bags atacke tghtly �. >> t 7. Sediments and other materials shn// not be Zrocked /turn the she by vehlcfe - \ traffic, rhe construction suction enonce roadways sholl be stamircso as to prevent CITY RECORDS NO. + Cuts Inlet li. ~ / sediments from beingdeposited into the h pt not tmbi a spillway elevation shell �._ �.•- up immediate/y and ay be washed down by rain orother means the Notes. matdl top of curb I w•q. alk "L. Spillway 3 Containment Area -� + starm dura system. y 7. Soi! Slope stobilizatian / practices sho// be designed to preserve existing vegetation 2. Stabilized construction entrance shall be: where feasible and to revegetate open arras os soon as feasible after grading. / `. " "__.._:➢ Notes: These centra/ practices shall include temporary seeding, permanent seeding, D 12 / �� _ tSi'ECTION a. Located at any point where traffic will be entering or leaving a construction site mulching, sod stabi/iz&An, vegetative buffer strips, protection of trees, or other - H = B Min, 1. Looking vehicles and ng equipment sha// not be a//awed on-site. Equipment and/ to ar from a public right of way,. street, alley, and sidewalk or parking area. soil stabilization practices. i Catch Rosin vehic/es shall be inspected frequently for leaks and sha/1 be repaired immediately 2. Soi/ stabi/ization shat/ be implemented on all inoch've disturbed areas fromL - 36" Mo. Clean up spi//s and leaks promptly with absorbent matenals,' do not flush with b. A series of steel lutes with 'rumb/e stri s" and or min 4" course a ate P P / 99re9 fi November 1 thru i/ 15 and on a/I disturbed areas durin a rain event or 9 d t, water, with length, width a thickness as needed to odequaty prevent any trucking onto 'p potential .in, Nates: p 2 t/ehic/es and equipment shall be maintained, and repaired an -site On/y in a 1 viva surfaces Y .& Stobi/nation prootic®s shalt contra!/prevent erosion from the forces of wind and s 7. retch Rosin/!n/et protection shall be installed wherever there is o potentia/ of designated areas. Prevent nrn--on and run-aff from designated areas. Containment devices shall be provided orM areas shot/ be covered if necsssory 3. Adding c wash rock with a saniment tra g g 9 p large enu h to coXeat a/1 wash :voter water. 4. Stabi/ization roc6cos she// be implemented in conjunction with sediment p p j starmwoter or non-stormwater being discharged into it g g 2. /ole[ is p required along wiff, other pollution prevention measures such d Designate on-site vehicle and equipment maintenance orsas, away from staim can greotly improve efficiency. trapping/fi/tering practices and practices to reduce the trucking of sediment onto 9 'saa n as,- erosion ronlro% sat! slobilrzaf»n and measures to prevent trucking onto Paved surfaces F i; p drain inlets and watercaursea 4. Alwo s use seconda contairmenQ such as o drain y ry pan or drop cloth, Eo cutch 4 All vehrni sq accessing the consbuctin site shall utilize the stabilized �Ipifructicn - paved roods. 5. When using straw mulching. the minimum application shall be 2 tons/acre. Mulch 7 3 Modify in/et y protection as needed to ovoid creating traffic hazards V[' spills and /oaks when removing or changing fluids. entrance rtes. must be anch,orad immediately to minimize loss by wind or water. 4. Include inlet protection measures at hi/!side v -ditches and mist. drainage swo/es. 5. Legal/ din ss of used of/s, fluids and /ubrconts Y pa 6. Nfien unto n 9 ydroseedhg/mu! hing, the minimum application of woad fiber sha/1 5. In/et protection Shaft be inspected and accumulated sediments removed Sediment 6. Provide split containment dikos or secondary containment around stared ai/, fuel { 1. Remove o// sediment deposited on paved roodwnys immediately.F be 1,500 lbs/acre, that does not contain more than 50 percent newsprint j shall be disposed of properly and in a manner that assures that the sediment and chemical drums. 2 Sweep paved areas that receive construction traffic whenever p P Y 7. For seedin recommendations, contact USDA, Natural Resources Conservation 9 does not enter the storm drain system 7 Maintain on adepuate suppy of absorbent spill cleanup materials in designated Isediment i becomes v/sible 1 Service at 5000 California Avenue, Bakersfield CA 93309-0725 Phone.• (661) 6. Damaged bogs shall be replaced /mmed/ote/y. area. 3 Pavement washing with water is orohibited if it results in a 336-0967 7. Additional sandbag sediment trop. sholl be placed at intervals as indicated an ' discharge to the storm drain system. `. site plan. 9 CAMI BASIN/INLET PROTECTION O ( EQUIPM/NT MwN.vL,,v INCE rice.'.' S d S"?ABLIGts:t,; I' VIRANCE EROSION CONTROL I 3 n11AXofIANGNPCNmANPpABIITIP9 eWppPl dwp,➢MPh N]Q"A0910'.SP.96 AM OYXCd1ANGL\IP41dev\NPDHBBMP919WPPPLdq'e,HMP➢aRs�D103IO:d5:11 AM G.\LXC'IIANGLIIPC\dmWPDH9BMPY\9\1'VPPIihcR1P ('f 3Y��:3 ,ll1 ,.X+Xt]LUNCCJP(AdmWPoABBMPB\RWPPPLdwq pMl e. H25/200310:96:3t M1 y y Silt Fence y w t 'Y W y v y w •Y y W w .. u ` t y y Stockpiled Material J• y W W y W w y 1 ` Silt (epee CtI: along level contour w ' ._ < <. -.^-, yw -^�-__�r ��! -��(/ Asorbent Cleavup .--`\{,y} Maeria slop "w' ' ,v)• www +Y' -- f , `'_� length Maximum trlb toy n ��- y, g �fJI 25 acre/100slope ores . aa +,.e; 1 •1' < a W w A •1y• E Germed Containment _-. Area l""�r-. - f ffn �.%o 6 I 26 Ffabrc `.• <f - W W W W y y w Y ^ w y 4 fy',/.� CVC` .`� 'ti. _ ' ` Germed Conf�nmen[ Fred _ o Flow (mavJ p - l 24- Cvd bvckfili y y y vyv ac. SUFfute/LmN9 Notes.- Silt fen. _ Turn last 8 of idth=500' v, 'p y y W v Notes filter fence up-slope tabor 1 w y y SANDBAGS/GRAVEL BAGS ' i ! f 1. La'eess and waste concrete shall not be washed info the strest or into o 1. Fueling shall be performed in a designated area, away from dcafnoge courses. 6. min r PLACED TIGHTLY TOGETHER ALL AROUND ERAL MAI I� drainage system 2. For washout of concrete and mortar products, a designated contammeni facility 2- Absorbent cleanup material shall be on site and used immediately in the event , ' f y y w y y w w y y y of sufficient capocity to retain liquid and solid waste sholl be provided n site. of a y w J. Slurry from concrete and asphalt sew cutting shall be vacuumed or contained ' dried, picked up and disposed of pmpeAy. i Notes: ,- iII 1. Construct the silt fence along a level contour. ( i 2 51/1 fences shall remain in place uetll the disturbed area rs permanently Notes: stabilized. il 3 Provide sufficient room for runoff to pond behind the fence and allow sediment 1. Dirt and other construction related placed s the street or on other removal equipment to pass between the silt fence and toe of slope or other red with i impervious surfaces must be contained with sandbags or other measures to i, 66 obstructions. About 1200 sq. ft. of ponding area shall be provided for every ocrel j prevent transport to the starmdmin system. i draining to 'the fenre. 2 Any constmction material stored or stockpiled an -site rho// be protected from l 1 i 4. Turn the ends of the filter fence uphill to p prevent sfarmwoter from flowing being transported by the force of wind or water. d 6 around the fence. I 1 5. Leave an undisturbed or stabilized area immediately downslope from the fence. - j 6. Do not place in live stream or intermitten ly flowing chane/s. i 7 When standard fi/ter fabric is used, a wire mesh support fence shall be fastened secure/y to the upslope side at the posts using heavy-duty wire staples at least 1 inch long, tie wires or hog rings. MATERIAL STORAGF e OCONCRETE WASTE MAJU GEMINT ©VIHICLI�/ � SfLT IFNG"L I { i i GfH%CHANGh11PG1dm�WYDE9BMP916WPPPLAry.BMP6,U^Sltl0a l0.a'r_UQAL[ GaC%C-0ANUG\IPCWmNRDn9Miss ONP!'fi25'b uJ lO:t^_tBAM 6.\HXCFIANCE\IP(x1mi T1+111nMP '9n'.S&PPP!.S�e 6UPt ��S�+Iv9:5p AM C\IIX4IANGB\IPGdmWPDH9➢bIPSBWPPPLdwy,.➢MVII fiP5.00 a110'.38:36 AM C-051930 4)F Lf' CALIFO� LU 0 0 W I- Z Q tT1 r.� J Z o Zo Q ins ((�� 0 Unn W m 1J�=m W Zj = Yd rrh��? Z `o �� u LIJ $m�� Z ; W � J S U Z J Z 0 O CO N U n i F U59r�i J W € utLt I w AN< D_ Vyl M m O U z r IZZ- O N p Z r a li W PROFESS/02„. m 1 w � v`l No. m z DESIGNER: JEM C-051930 CHECKED BY: DGW s CIVIC.DATE: f4�a 9/19/2017 CALtFO\p DRAFTER MAS SCALE: AS SHOWN n AS -GRADED COMP. NO: 4280800_MD g JOB NO.: 428-08-00 0 SHEET 5.7-12229 C-5.1 >> OF W CITY RECORDS NO. a