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HomeMy WebLinkAbout6.9-281OWNER: CALIFORNIA WATER SERVICE CO, UW 3725 SOUTH "H" STREET MM RAKERSFIELD, CA 93304 661-529-0548 mmrV GEOTECHNICAL ENGINEER: SOILS ENGINEERING INC. N TONY FRANGIE P.E. C39549 4400 YEAGER WAY XMRM BAKERSFIELD CA. 93313 661-831-5100 GRADING CONTRACTOR: MPUY NAM ADDRII CITY, STAM ZIP PHONE e BENCHMARK I.= NGS BM # FU1622 ELEV = 337:10' NAVD 88 BENCHMARK DISK. IN CONCRETE MONUMENT STAMPED "E 365 1953", 0.9 MILE SOUTH ALONG U.S. HIGHWAY 99 FROM THE GREENFIELD STATE BANK AT GREENFIELD, IN R28E T31S S8, ABOUT 89 YARDS SOUTH OF THE T JUNCTION OF DI GIORGIO ROAD LEADING EAST, AT THE EAST SIDE OF A FARMHOUSE YARD, 48.9 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 35 FEET WEST OF THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, 15.6 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE WALK LEADING TO THE HOUSE, 6 1/2 FEET SOUTHEAST OF A 30 INCH PALM TREE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL NTH THE. HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND, LEGAL QF$QBIIPTION THE SOUTH 100 FEET OF LOT 1 IN SECTION 35. TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.B.M., IN THE UNINCORPORATED AREA OF THE. COUNTY OF KERN, STATE OF CALIFORNIA, AS PER THE KERN COUNTY SALES MAP NO. 1, RECORDED MAY 3, 1889, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EXCEPTING THEREFROM ANY PORTION OF SAID LAND DESCRIBED AS PARCELS 1, 2, 3 AND 4 OF PARCEL MAP 6608 RECORDED OCTOBER 27, 1982 IN BOOK 28, PAGE 175 OF PARCEL MAPS. ALSO EXCEPTING THEREFROM ANY PORTION OF SAID LAND DESCRIBED IN OFFER OF DEDICATION FOR INGRESS, EGRESS, ROAD AND INCIDENTAL PURPOSES RECORDED OCTOBER 13, 1982 IN BOOK 5496 PAGE 539 OF OFFICIAL RECORDS, ACCEPTED BY DOCUMENT RECORDED NOVEMBER 5, 2002 AS INSTRUMENT NO. 0202186766 OF OFFICIAL RECORDS. BASIS OF BEARINGS: BEARINGS ARE BASED ON THE CENTERLINE OF WIBLE ROAD BEING NORTH 00'35'06" EAST PER PARCEL MAP NO. 6608, P.M.B. P.M.B. 28/175. VICINITY MAP NO SCALE ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT. CONTRACTOR SHALL BE SOLELY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS SHOWN ON THIS PLAN. 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 THE STATEMENTS AND INFORMATION CONTAINED HEREIN ARE TRUE, ACCURATE AND COMPLETE. ITOTAL DISTURBED AREA (FOR PERMIT PURPOSES) 1.52 GROSS ACRESI m IecE 1i 1/7 -011f FRED W. PORTER, R.C.E 33448 DATE GRADING QUANTITIES THE QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT PURPOSES ONLY, AND SHALL NOT BE USED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE HIS/HER OWN ESTIMATE OF QUANTITIES FOR BIDDING THIS PROJECT. ALL QUANTITIES WERE CALCULATED BY AVERAGE END AREA METHOD AND ARE BASED ON A _ FT LOSS DUE TO CLEARING AND GRUBBING OF THE SITE. THE ENGINEER MAKES NO WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. CUT 2,290 CY t OVER—EXCAVATION 20 CY t EXPORT 2,270 CY COMPACTION FACTOR 130% ON—SITE GRADING AREA 1.52 GROSS ACRES 'FILL QUANTITIES ARE "COMPACTED IN—PLACE" VOLUMES. EXPORT LOCATION: BENA LANDFILL UPON COMPLETION OF HAZARDOUS MATERIALS TESTING. NOTE: IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009—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 (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER _ ---- HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. SHEET INDEX CD TITLE SHEET ® GENERAL NOTES ® SOILS REPORT RECOMMENDATIONS ® GRADING PLAN & TYPICAL SECTIONS ® BMP PLAN gW MLLM E1a66-PTm RECEIVED APR 2 8 2818 CITY OFBAKERSFIELD BUIL INr n��OTMFnr ENGINEERING DEPARTMENT APS )p1`: DATE: ESSi OFESS Yi. POq M9f y 24, 4 � � s * RCE 33448 #. K P sl clvlV �. �4 TF grFOF CAI\FOP OF m Tha GRADING PLAN as sfU)— w alis dreetllg is hereby WpraaU, e,mjecibany lndkeled cor,ecnons INatldti0ne. ApprmlbylMPubk Worm Depanmsm and Bulkklg Depanment nwhmee approval orhy ae b dsjW cre,ais used arM eonlMmerlce b City St wds, Godim wd QNalerlces. ErlgrreerlorlhesuborvioerwaevebpershaNb®rppmrs#Ik fwaeaaacy 0 mkuletbns for this plan arm and submit a cerkeed'es• pmdad' Wan aft cwoelion of the Wa*q. APPROVED BY: 44 Pubkc Wak$ Department Dine12 ei' 'c—_ i�S /• /B BNNtlmg Department Date 6.9-281 COB RECORDS No. 8403 WIBLE ROAD SPR No. SPR 16-0257 APN: 514-010-25 PERMIT No. 18-4000000 J Q U DISTRICT ,4120/2018 PRW6CP m.: 00099821 DI NO.: � mLRMG IP DW 3411 14-swt... ✓-3R- ti P,t.fl', oI S,rx Awa "31 6U 4.c ,,,.,� I ke k 99 PANAMA LN p N a HOSKING RD I PROJECT MCKEE RD SITE g9 VICINITY MAP NO SCALE ALL CONSTRUCTION ACTIVITY, INCLUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN. CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT. CONTRACTOR SHALL BE SOLELY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, GRADING, OR OTHER DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS SHOWN ON THIS PLAN. 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 THE STATEMENTS AND INFORMATION CONTAINED HEREIN ARE TRUE, ACCURATE AND COMPLETE. ITOTAL DISTURBED AREA (FOR PERMIT PURPOSES) 1.52 GROSS ACRESI m IecE 1i 1/7 -011f FRED W. PORTER, R.C.E 33448 DATE GRADING QUANTITIES THE QUANTITIES SHOWN BELOW ARE FOR GRADING PERMIT PURPOSES ONLY, AND SHALL NOT BE USED FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE HIS/HER OWN ESTIMATE OF QUANTITIES FOR BIDDING THIS PROJECT. ALL QUANTITIES WERE CALCULATED BY AVERAGE END AREA METHOD AND ARE BASED ON A _ FT LOSS DUE TO CLEARING AND GRUBBING OF THE SITE. THE ENGINEER MAKES NO WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. CUT 2,290 CY t OVER—EXCAVATION 20 CY t EXPORT 2,270 CY COMPACTION FACTOR 130% ON—SITE GRADING AREA 1.52 GROSS ACRES 'FILL QUANTITIES ARE "COMPACTED IN—PLACE" VOLUMES. EXPORT LOCATION: BENA LANDFILL UPON COMPLETION OF HAZARDOUS MATERIALS TESTING. NOTE: IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009—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 (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER _ ---- HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. SHEET INDEX CD TITLE SHEET ® GENERAL NOTES ® SOILS REPORT RECOMMENDATIONS ® GRADING PLAN & TYPICAL SECTIONS ® BMP PLAN gW MLLM E1a66-PTm RECEIVED APR 2 8 2818 CITY OFBAKERSFIELD BUIL INr n��OTMFnr ENGINEERING DEPARTMENT APS )p1`: DATE: ESSi OFESS Yi. POq M9f y 24, 4 � � s * RCE 33448 #. K P sl clvlV �. �4 TF grFOF CAI\FOP OF m Tha GRADING PLAN as sfU)— w alis dreetllg is hereby WpraaU, e,mjecibany lndkeled cor,ecnons INatldti0ne. ApprmlbylMPubk Worm Depanmsm and Bulkklg Depanment nwhmee approval orhy ae b dsjW cre,ais used arM eonlMmerlce b City St wds, Godim wd QNalerlces. ErlgrreerlorlhesuborvioerwaevebpershaNb®rppmrs#Ik fwaeaaacy 0 mkuletbns for this plan arm and submit a cerkeed'es• pmdad' Wan aft cwoelion of the Wa*q. APPROVED BY: 44 Pubkc Wak$ Department Dine12 ei' 'c—_ i�S /• /B BNNtlmg Department Date 6.9-281 COB RECORDS No. 8403 WIBLE ROAD SPR No. SPR 16-0257 APN: 514-010-25 PERMIT No. 18-4000000 J Q U DISTRICT ,4120/2018 PRW6CP m.: 00099821 DI NO.: � mLRMG IP DW 3411 14-swt... ✓-3R- ti P,t.fl', oI S,rx Awa "31 6U 4.c ,,,.,� I ke k GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CAUFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE APART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL 13E POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (6361) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS, PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN. ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS. RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. S. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL .LABOR, MATERIALS. TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10, ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPUSHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL. DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBUC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR 'TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DD NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. GRADING NOTES 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN, APPENDIX J OF CAUFORNIA BUILDING CODE AS MODIFIED BY CITY OF BAKERSFIELD ORDINANCE, AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOLS ENGINEERING, INC. JOB No. 17-16386, DATES JANUARY 12, 2018, AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 2. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. 3. THE GEOTECHNICAL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED AT LEAST -2 DAYS BEFORE THE START OF ANY WORK AND PRIOR TO PLACING ANY FILL MATERIAL. 4. ALL GRADING BUILDING CO€ ASED AS "ENGINEERED GRADING' IN ACCORDANCE WITH THE SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS S. ANY TRENCHING TO BE DONE WITHIN THE PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 6. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE PLAN AND APPUCABL€ CODES 7. PURSUANT TO SECTION J104.6 OF THE CALIFORNIA BUILDING CODE AS MODIFIED BY CITY OF BAKERSFIELD ORDINANCE, SECTION J104.6 PARAGRAPH 12, IF THE CIVIL ENGINEER, THE GEOTECHNICAL ENGINEER, OR THE ENGINEERING GEOLOGIST OF RECORD IS CHANGED DURING GRADING, THE WORK SHALL BE STOPPED UNTIL THE REPLACEMENT HAS AGREED IN WRITING TO ACCEPT THEIR AREA OF TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION OF THE WORK. IT SHALL BE THE DUTY OF THE PERMITTEE TO NOTIFY THE BUILDING OFFICIAL IN WRITING WITHIN 48 HOURS OF SUCH CHANGE AND PRIOR TO THE RECOMMENCEMENT OF GRADING. 8. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE THE IMPACT OF DUST AND PM10 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION VIII (8).: IN ADDITION TO ANY OUST CONTROL PLAN, THESE MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. PRE -ACTIVITY: A. PRE -WATER SITE SUFFICIENT TO LIMIT VISIBLE DUST EMISSIONS (VDE) TO 20% OPACITY. S. PHASE WORK TO REDUCE THE AMOUNT OF DISTURBED SURFACE AREA AT ANY ONE TIME. B. DURING ACTIVE OPERATIONS: A. APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO LIMIT VDE TO 20% OPACITY B. LIMIT ACTIVITY TO PERIODS OF LOW OR NO WAND, OR CONSTRUCT AND MAINTAIN WIND BARRIERS SUFFICIENT TO LIMIT VDE TO 20% OPACITY. C. APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL/ACCESS ROADS AND UNPAVED VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VDE TO 20% OPACITY AND MEET THE CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE. GRADING NOTES (CONTINUED) C. TEMPORARY STABIUZATION DURING PERIODS OF INACTIVITY: A. RESTRICT VEHICULAR ACCESS TO THE AREA. B. APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WITH THE CONDITIONS OF A STABILIZED SURFACE. IF ANY AREA HAVING 0.5 ACRES OR MORE OF DISTURBED SURFACE AREA REMAINS UNUSED FOR SEVEN OR MORE DAYS, THE AREA MUST COMPLY WITH THE CONDITIONS FOR A STABIUZED SURFACE AREA AS DEFINED IN RULE 8011. D. CARRYOUT AND TRACKOUT ON PUBLIC ROADS: A. ALL VISIBLE CARRYOUT AND TRACKOUT WITHIN 50 FEET OF THE SITE SHALL BE REMOVED AT THE END OF EACH WORKDAY. TRACKOUT BEYOND 50 FEET OF THE SITE SHALL BE REMOVED IMMEDIATELY. B. CLEANUP SHALL BE ACCOMPLISHED BY MANUAL SWEEPING OR APPROVED EQUIPMENT AND METHOD AS SPECIFIED BY THE SJVUAPCD. C. THE USE OF SLOWER DEVICES OR DRY ROTARY BRUSHES OR BROOMS, FOR REMOVAL OF CARRYOUT AND TRACKOUT ON PUBLIC ROADS IS EXPRESSLY PROHIBITED. D. ANY PERMITS REQUIRED FOR MUD AND DIRT CLEANUP SHALL BE OBTAINED BY THE CONTRACTOR. 9. 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. 10. IF DURING CONSTRUCTION ACTIVITIES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED, THE CONTRACTOR SHALL STOP WORK AND RETAIN A QUALIFIED ARCHEOLOGIST FOR FURTHER STUDY. THE CONTRACTOR SHALL NOTIFY THE PROPER AUTHORITIES AND BE SUBJECT TO ANY MITIGATION MEASURES REQUIRED BY THE ARCHAEOLOGIST. 11. DURING GRADING, REASONABLE SEARCHING SHOULD BE PERFORMED FOR CONCEALED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT UMITS, THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERLY CAPPED AT THE PROJECT BOUNDARY. 12. ALL ONSITE OR OFFSITE OBSTRUCTIONS SHALL BE REMOVED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 13. THE SITE SHALL BE CLEARED AND GRUBBED OF ALL VEGETATION, INCLUDING ROOTS, LOOSE FILL, TRASH AND OTHER DELETERIOUS MATERIALS ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL INVESTIGATION. ANY HOLE OR VOIDS LEFT AFTER THE REMOVAL OF TREES, ROOTS, SEPTIC TANKS, ABANDONED FOUNDATIONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. 14. GROUND SURFACES TO RECEIVE CONCRETE DRIVEWAYS AND BITUMINOUS PAVEMENTS SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF 12 INCHES BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE FILLED, UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL INVESTIGATION OR DIRECTED BY THE GEOTECHNICAL ENGINEER. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557-78, AND SHOULD EXTEND TO A MINIMUM DISTANCE OF 2 FEET BEYOND THE OUTSIDE EDGES OF PAVEMENTS, SURFACES TO RECEIVE CURBS, GUTTERS AND SIDEWALKS SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DENSITY TO A MIMIMUM DEPTH OF 6 INCHES BELOW GROUND SURFACE. 15. PAD AREAS SHALL BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL, SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF 12 INCHES BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE FILLED OR 12 INCHES BELOW FINISH PAD IN CUT AREAS, UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL INVESTIGATION OR DIRECTED BY THE GEOTECHNICAL ENGINEER. COMPACTION IN PROPOSED AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO 90% DENSITY FOR A MINIMUM DISTANCE OF 5 FEET BEYOND THE OUTSIDE EDGES OF THE FOUNDATIONS OF THE STRUCTURES. THE DEPTH OF OVEREXCAVATION AND COMPACTION IN PAD AREAS SHALL CONFORM TO THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEERING INVESTIGATION. RE -COMPACTION OF OVER -EXCAVATED MATERIAL SHALL BE TO AT LEAST 90% OF MAXIMUM DRY DENSITY. 16. FLOODING, JETTING, OR SIMILAR CONSOUDATION METHODS OF COMPACTION SHALL NOT BE PERMITTED. 17. THE GRADING CONTRACTOR SHALL GRADE THE PAVING AREAS TO WITHIN 0.1 FOOT OF SUBGRADE. IF SUCH AREAS SHOULD BE FOUND TO BE MORE THAN 0.1 FOOT FROM THE DESIGN SUBGRADE ELEVATION AFTER COMPLETION OF GRADING, THE GRADING CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 18 SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 19. ALL CUT AND FILL SLOPES SHALL BE 2:1 (2 HORIZONTAL TO 1 VERTICAL) OR FLATTER, UNLESS OTHERWISE NOTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 20. FILL AREAS SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 21. FILL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OF EXISTING OR PLANNED CUT SLOPES. 22. ALL SLOPES IN EXCESS OF 3 FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. 23. FOR HILL -SIDE DEVELOPMENT, A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT AND FILL HILL -SIDE SLOPES TO PREVENT RUNOFF FROM GOING OVER THE SLOPE. 24. FILL MATERIAL SHALL BE SUBJECT TO THE GEOTECHNICAL ENGINEERS APPROVAL. 25. ENGINEERED FILL MATERIALS SHOULD BE PLACED IN ACCORDANCE NTH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. IF NO RECOMMENDATION EXISTS, FILL SHALL BE PLACED IN THIN LAYERS LESS THAN 6 INCHES IN UNCOMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT (OR A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTING AND SOIL STABILITY). ENGINEERED FILL MATERIALS SHOULD BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD THE CURRENT CAUFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORTS FROM THE GEOTECHNICAL ENGINEER. 26. ANY CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY. THE ENGINEER MAKES NO WARRANTY EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, GEOTECHNICAL INVESTIGATION AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT, BASED ON HIS OWN EARTHWORK CALCULATIONS. IF A DEFICIENCY OR AN EXCESS OF SOIL ARISES DURING GRADING, THE GRADING CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN CUT AND FILL. 27. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF THE BORROW SITE WITH THE BUILDING OFFICIAL AND THE SOILS ENGINEER PRIOR TO PULLING THE GRADING PERMIT. 28. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE THAT IS COORDINATED WITH THE BUILDING OFFICIAL PRIOR TO PULLING THE GRADING PERMIT. 29. IT IS THE RESPONSIBILITY OF THE DEVELOPER AND THE CONTRACTOR TO (A) FAMILIARIZE THEMSELVES NTH THE FOREGOING RECOMMENDATIONS, (8) NOTIFY THE ENGINEER WHEN SITE PREPARATION BEGINS AND BEFORE THE PLACEMENT OF FILLS, AND (C) INFORM THE ENGINEER OF ITEMS ENCOUNTERED DURING EARTHWORK OPERATIONS WHICH MIGHT EFFECT FOUNDATION STABILITY, SO THAT THE ITEMS MAY BE TREATED UNDER THE ENGINEER'S DIRECTION. (THESE ITEMS MIGHT INCLUDE BURIED TRASH OR VEGETATION, PIPELINES, ABANDONED WELLS OLD FILLS ETC. 30. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL GEOTECHNICAL INVESTIGATION COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING DEPARTMENT BY THE GEOTECHNICAL ENGINEER. AFTER COMPLETION OF THE GRADING, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, ON A FORM PRESCRIBED BY THE ENGINEER, A STATEMENT THAT THE GRADING HAS BEEN COMPLETED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS FOR THE PROJECT, INCLUDING ALL RECOMMENDATIONS AND REQUIREMENTS OF THE GEOTECHNICAL INVESTIGATION FOR THE PROJECT, IF ANY. 31. SITE INSPECTIONS: THE BUILDING OFFICIAL SHALL INSPECT THE PROJECT AT THE FOLLOWING STAGES OF WORK: A. INITIAL -WHEN THE SITE HAS BEEN CLEARED OF VEGETATION AND UNAPPROVED FILL AND IT HAS BEEN SCARIFIED OR OTHERWISE PREPARED FOR FILL. NO FILL SHALL HAVE BEEN PLACED PRIOR TO THIS INSPECTION. S. ROUGH -WHEN APPROXIMATE FINAL ELEVATIONS HAVE BEEN ESTABUSHED; DRAINAGE TERRACES; SWALES AND OTHER DRAINAGE DEVICES NECESSARY FOR THE PROTECTION OF THE BUILDING SITE FROM FLOODING ARE INSTALLED; BERMS ARE INSTALLED AT TOPS OF SLOPES; AND THE STATEMENTS REQUIRED FROM THE CIVIL ENGINEER, GEOTECHNICAL ENGINEER, ENGINEERING GEOLOGIST (IF ANY) AND GRADING CONTRACTOR HAVE BEEN RECEIVED. C. FINAL -WHEN GRADING IS COMPLETED; ALL DRAINAGE DEVICES NECESSARY TO DRAIN THE BUILDING PAD HAVE BEEN INSTALLED, SLOPE PLANTING ESTABLISHED, IRRIGATION SYSTEMS INSTALLED AND THE AS -GRADED PLANS AND REWIRED STATEMENTS HAVE BEEN SUBMITTED. 32. SECURITY IN A FORM ACCEPTABLE TO THE CITY SHALL BE PROVIDED BY THE OWNER FOR GRADING INVOLVING MORE THAN 1,000 CUBIC YARDS PRIOR TO ISSUANCE OF A GRADING PERMIT. ACCEPTABLE FORMS OF SECURITY INCLUDE A BOND FURNISHED BY A CORPORATE SURETY AUTHORIZED TO DO BUSINESS IN THE STATE OF CALIFORNIA, A CASH BOND, OR AN INSTRUMENT OF CREDIT FROM A FINANCIAL INSTITUTION SUBJECT TO REGULATION BY THE STATE OF CAUFORNIA OR FEDERAL GOVERNMENT. THE BUILDING OFFICIAL MAY WAIVE THE REQUIREMENT FOR SECURITY IF THE GRADING DOES NOT EXCEED A SLOPE OF THREE HORIZONTAL TO ONE VERTICAL PROVIDED SUCH GRADING WILL NOT AFFECT DRAINAGE FROM OR TO ADJACENT PROPERTIES. STORM DRAIN NOTES UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE ONE OF THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS IV (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE CALTRANS STANDARD SPECIFICATIONS DATED MAY 2006. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 651.06 OF THE STANDARD SPECIFICATIONS. CEMENT MORTAR JOINTS SHALL ONLY BE USED WHEN THE PIPE INVERT ELEVATION IS HIGHER THAN ONE HALF THE DRAINAGE SUMP DESIGN WATER SURFACE DEPTH ELEVATION. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED NTH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. B. POLYVINYL CHLORIDE (P.V.C.) DRAIN PIPE 1) 15" & SMALLER DIAMETER P.V.C. PIPE SHALL BE IN ACCORDANCE WITH UNI -BELL STANDARD UNI -B-4 AND ASTM D3034, SDR35, AND THE INTEGRAL BELL, GASKETED JOINT SHALL COMPLY WITH UNI -BELL STANDARD UNI -B-4 AND ASTM D3212. 2)18" & LARGER DIAMETER P.V.C. PIPE SHALL CONFORM TO UNI -BELL STANDARD UNI -B-9 AND ASTM F679 AND SHALL HAVE AN INTEGRAL BELL, GASKETED JOINT, THAT CONFORMS TO ASTM D-3212 (J -M PERMA-LOC SERIES 46 GRAVITY SEWER PIPE OR APPROVED EQUAL). ALL P.V.C. PIPE SHALL BE INSTALLED AND BEDDED IN STRICT ADHERENCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH ASTM D2321 -LATEST EDITION FOR UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE. GENERAL STORM DRAIN NOTES: 1. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY THE ENGINEER. 2. ONLY REINFORCED CONCRETE PIPE WITH RUBBER GASKETED JOINTS SHALL BE ALLOWED WITHIN CITY OF BAKERSFIELD RIGHT-OF-WAY. 3. USE OF ANY OF THE ABOVE PIPE MATERIALS SHALL FIRST BE APPROVED BY THE ENGINEER PRIOR TO BIDDING. 4. ALL MATERIALS INSTALLATION SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 5. ALL PIPE FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. ONSITE TRENCHING SPECIFICATIONS 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. TRENCHING SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH DETAIL ON THIS PLAN. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED WITH MINIMUM 3" AC PAVING OVER MINIMUM 4" CLASS II AGGREGATE BASE OVER MINIMUM 12" NATURAL GROUND COMPACTED TO 95% MAX DENSITY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING, JETTING, OR SIMILAR CONSOUDATION METHODS SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REWIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REWIRED IF PIPE SLOPE EXCEEDS 1X 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE NUMBER AND LOCATION OF REWIRED TESTS SHALL BE DETERMINED BY THE INSPECTOR. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8. THE TRENCH BOTTOM SHALL BE CONSTRUCTED TO PROVIDE A FIRM, STABLE AND UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE. BELL HOES SHALL BE PROVIDED AT EACH JOINT. ANY PORTION OF THE TRENCH BOTTOM EXCAVATED BELOW GRADE SHALL BE BACKFILLED TO GRADE AND COMPACTED AS REWIRED TO PROVIDE FIRM PIPE SUPPORT. WHEN AN UNSTABLE SUB GRADE CONDITION IS ENCOUNTERED WHICH WILL PROVIDE INADEQUATE PIPE SUPPORT, OR WHEN LEDGE ROCK, BOULDERS, OR LARGE STONES ARE ENCOUNTERED, ADDITIONAL TRENCH DEPTH SHALL BE EXCAVATED AND REFILLED WITH SUITABLE FOUNDATION MATERIAL AND COMPACTED. 9. CONTRACTOR SHALL COMPLY WITH TRENCHING RECOMMENDATIONS OF THE GEOTECHNICAL ENTINEER. CONCRETE SPECIFICATIONS 1. CONCRETE SHALL BE 3,000 PSI UNLESS OTHERWISE APPROVED IN WRITING BY THE ENGINEER. 2. CONCRETE SHALL CONFORM TO SECTION 90 OF CALTRANS STANDARD PLANS AND SPECIFICATIONS CURRENT EDITION. 3. CEMENT SHALL BE IN CONFORMANCE WITH ASTM C150, TYPE 2 AND SHALL BE ENTIRELY FROM ONE MANUFACTURER. 4. ALL AGGREGATE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C33. 5. ALL WATER FOR CONCRETE SHALL BE CLEAN AND FREE FROM DETRIMENTAL AMOUNTS OF ACID, ALKALI AND ORGANIC MATTER AND SHALL BE FROM A DOMESTIC WATER SUPPLY. 6. CONCRETE SHALL BE CURED AS SPECIFIED IN SECTION 90-1.03 OF CALTRANS STANDARD PLANS AND SPECIFICATIONS CURRENT EDITION. 7. CONTROL JOINTS IN SIDEWALK SHALL BE SPACED NO MORE THAN 8' ON CENTER AND NO MORE THAN 15' ON CENTER FOR OTHER FLAT WORK. B. CONTROL JOINTS IN CURBS, CURB & GUTTER, AND "lr GUTTER SHALL BE SPACED O 15' O.C. MAX. 9. COMPACT SUBGRADE UNDER ALL CONCRETE CURBS, FLATWORK, ETC. TO A MINIMUM DEPTH OF 6" TO 90% MAXIMUM DENSITY. CONTRACTOR SHALL PROVIDE COMPACTION TEST RESULTS PREPARED BY A CERTIFIED LAB TO THE OWNER & CORRECT FAILURES AT CONTRACTOR'S EXPENSE. PRIVATE ADDRM (NOT A TRACT) ANY PUBLIC FACIUTIES 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. MAXIMUM SLOPE RATIO FROM BACK OF SDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. TOPO SURVEY NOTES: TOPOGRAPHICAL SURVEY WAS PREPARED BY PLOINIK & ASSOCIATES CONTRACTOR SHALL OBTAIN A COPY OF THE TOPOGRAPHICAL THERE SURVEY AND FAMINCIES. THEMSELVES OATH THE SITE PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. ABBREVIATIONS TYPICAL ALL SHEETS UNLESS SUPERSEDED BY SHEET DEFINITION EX EXISTING FUT FUTURE FG FINISHED GROUND FS FINISHED SURFACE FP FINISHED PAD FF FINISHED FLOOR NG or OG NATURAL/ORIGINAL GROUND EP EDGE OF ASPHALT CONCRETE PAVEMENT AC TOP OF ASPHALT CONCRETE PAVEMENT 'AB AGGREGATE BASE ASB AGGREGATE SUB -BASE CL CENTERLINE DWY or D/A DRIVEWAY OR DRIVE APPROACH FL FLOWLINE GB GRADE BREAK TOG TOP OF GRATE/CATCH BASIN INLET TOC TOP OF CONCRETE CONC CONCRETE BW BACK OF SIDEWALK TC TOP OF CURB ON THIS SHEET MAX MAXIMUM MIN MINIMUM TYP TYPICAL EL or ELEV ELEVATION BDRY BOUNDARY R RADIUS L LENGTH AF ACRE-FEET SF SQUARE FEET LF LINEAR FEET EA EACH CY CUBIC YARDS ESMT EASEMENT RW RIGHT-OF-WAY SO STORM DRAIN CB CATCH BASIN SWR SANITARY SEWER MH MANHOLE WTR WTR G GAS ENGINEERING DEPARTMENT EI E/ /7 17 PGT SSW NO.: PLAT AS -NOTED VUVN BY: LGH OREM= BY: FP2 APPBOYBD BY: DAYS. Dte}B[Cl': BAKERSFIELD DISTRICT DAM 4/20/2018 P807RT M.: 00099821 DBAIRN9 NO.: DWG -N0. Wr 2 OF 5 SOILS RECOMMENDATIONS 1. EARTHWORK 'EARTHWORK SPECIFICATIONS,' IN APPENDIX A ARE PROVIDED FOR .GENERAL GUIDANCE IN PREPARING SITE GRADING PLANS. IN ADDITION, THE FOLLOWING SPECIFIC RECOMMENDATIONS ARE PROVIDED AND SUPERSEDE THE LATTER WHEREVER DISCREPANCIES MAY EXIST., A. COMPACTION UNLESS OTHERWISE SPECIFIED HEREIN., THE TERMS; -COMPACTION," OR 'COMPACTED,' WHEREVER USED OR IMPLIED WITHIN THIS REPORT SHOULD BE INTERPRETED AS COMPACTION OF 90 PERCENT OF THE MAXIMUM DENSITY OBTAINABLE BY ASTM TEST METHOD D1557.` B. OPTIMUM MOISTURE THE TERM, "OPTIMUM MOISTURE,' WHEREVER USED OR IMPLIED WITHIN THIS REPORT SHOULD BE INTERPRETED AS THAT OBTAINED BY THE ABOVE. DESCRIBED TEST METHOD. C. STRIPPING PRIOR TO SOIL COMPACTION, EXISTING GROUND SURFACES SHOULD BE STRIPPED OF SURFACE VEGETATION. A STRIPPING DEPTH OF ONE INCH SHOULD BE ADEQUATE. IN NO INSTANCE SHOULD STRIPPED MATERIAL BE USED AS ENGINEERED FILL OR BLENDED WITH AND COMPACTED IN ORIGINAL GROUND, D. GROUND SURFACE PREPARATION PROPOSED STRUCTURE AREAS: 1. EXCAVATE EARTH MATERIAL TO A MINIMUM DEPTH OF TWO (2) FEET BELOW THE BOTTOM OF THE PROPOSED FOUNDATION ELEVATION IN THE PROPOSED ADDITION AREA. 2. THE BOTTOM OF THE EXCAVATION SHALL BE REVIEWED BY THE SOIL ENGINEER OR HIS REPRESENTATIVE PRIOR TO ANY BACKFILL OPERATIONS. THE TOP TWELVE (12) INCHES OF MATERIALS EXPOSED AT THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 90 PERCENT OF ASTM D1557. 3. MOISTEN EXCAVATED AND IMPORTED SOILS TO NEAR THE OPTIMUM MOISTURE OR TO MOISTURE CONTENT CONSISTENT WITH EFFECTIVE COMPACTION AND SOIL STABILITY. COMPACT MOISTENED SOILS TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DENSITY OBTAINED BY ASTM TEST METHOD 01557. 4. WORK TO LINES AT LEAST FIVE (5) FEET BEYOND THE OUTSIDE EDGES OF EXTERIOR FOOTINGS AND TWO FEET BEYOND PAVEMENT EDGES, EXCEPT WHERE EXCAVATION MAY UNDERMINE OR DAMAGE ADJACENT STRUCTURES OR UTILITIES. PAVEMENT AREAS: GROUND SURFACES TO RECEIVE CONCRETE DRIVEWAY AND BITUMINOUS PAVEMENTS SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF 12 INCHES BELOW THE GRADING PLACE, IN CUT AREAS, OR TO 12 INCHES IN AREAS TO RECEIVE FILL. ENGINEERED FILL PLACED IN PROPOSED PAVEMENT AREAS SHOULD CONFORM TO THE REQUIREMENTS OF SECTION 5.4, PLACING, SPREADING AND COMPACTING FILL MATERIALS,' OF APPENDIX A. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE A MINIMUM OF 90 PERCENT OF THE MAXIMUM DENSITY AS OBTAINED TO ASTM TEST METHOD D1557, AND SHOULD EXTEND TO A MINIMUM OF TWO FEET BEYOND THE OUTSIDE EDGES OF PAVEMENTS. COMPACTION REQUIREMENTS — WHERE NOT OTHERWISE SPECIFIED IN OUR PLANS OR IN THESE RECOMMENDATIONS, THE FOLLOWING COMPACTION REQUIREMENTS ARE APPLICABLE TO ALL ELECTRICAL, GAS OR WATER CONDUITS: TABLE A COMPACTION DEPTH Lateral Earth Pressures Haunch to 1 1 ft. Above Top of Maximum Allowable Area ft. Pips to 2'6" 26" Below Finished Grade to (ft.) Above Top Below Finished Subgrade Of PIR2 Finished Grade lbs./ .ft. Structural 90% 90% 90% Pavements 90°!0 90% 90% Non -Structural 1 90% 80% 90% D. ENGINEERED FILL EARTH MATERIALS OBTAINED ON SITE ARE ACCEPTABLE FOR USE AS ENGINEERED FILL PROVIDED THAT ALL GRASSES, WEEDS AND OTHER DELETERIOUS DEBRIS ARE FIRST REMOVED. ENGINEERED FILL MATERIALS SHOULD BE PLACED IN THIN LAYERS (LESS THAN TEN INCHES UNCOMPACTED THICKNESS), BROUGHT TO NEAR THE OPTIMUM MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPACTION AND SOIL STABILITY, AND COMPACTED TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DENSITY OBTAINABLE BY ASTM TEST METHOD D1557, PLACING, SPREADING AND COMPACTING. FILL MATERIALS," IN APPENDIX A. F. IMPORTED FILL THE TABLE SHOWN BELOW PROVIDES GENERAL GUIDELINES FOR ACCEPTANCE OF IMPORT ENGINEERED FILL. MATERIALS OF EQUAL OR BETTER QUALITY THAN ON—SITE MATERIAL COULD BE REVIEWED BY THE GEOTECHNICAL ENGINEER ON A CASE—BY—CASE BASIS. NO SOIL MATERIALS SHALL BE IMPORTED ONTO THE PROJECT SITE WITHOUT PRIOR APPROVAL BY THE GEOTECHNICAL ENGINEER. ANY DEVIATION FROM THE SPECIFICATIONS GIVEN BELOW SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO IMPORT OPERATIONS MAXIMUM PERCENT PASSING #200 SIEVE ......._ .._......... .....40 MAXIMUM PERCENT RETAINED 3 SIEVE .... ..0 MAXIMUM PERCENT RETAINED 1% 'SIEVE FOR BUILDING AREAS ...15 MAXIMUM LIQUID LIMIT .... ......... ....... ..... ... 40 MAXIMUM PLASTICITY INDEX ...... _. .....14 MAXIMUM EXPANSION INDEX (PER 2016 CBC) .................... ....20 FURTHERMORE, THE SOILS PROPOSED FOR IMPORT SHALL BE GENERALLY HOMOGENOUS AND SHALL NOT CONTAIN CEMENTED OR CLAYEY AND/OR SILTY LUMPS LARGER THAN ONE INCH. WHEN SUCH LUMPS ARE PRESENT, THEY SHALL NOT REPRESENT MORE THAN TEN PERCENT (10%) OF THE MATERIAL BY DRY WEIGHT. WHERE A PROPOSED IMPORT SOURCE CONTAINS OBVIOUSLY VARIABLE SOILS, SUCH AS CLAY AND/OR SILT LAYERS, THE SOILS WHICH DO NOT MEET THE ABOVE REQUIREMENTS SHALL BE SEGREGATED AND NOT USED FOR THIS PROJECT OR THE VARIOUS LAYERS SHALL BE THOROUGHLY MIXED PRIOR TO ACCEPTANCE TESTING BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL PROVIDE SUFFICIENT ADVANCE NOTICE, PRIOR TO IMPORT OPERATIONS, TO ALLOW TESTING AND EVALUATION OF THE PROPOSED IMPORT MATERIALS. BECAUSE OF THE TIME NEEDED TO PERFORM THE ABOVE TESTS, THE CONTRACTOR SHALL PROVIDE A MEANS BY WHICH THE GEOTECHNICAL ENGINEER OR OTHERS CAN VERIFY THAT THE SOIL(S) WHICH WASSAMPLEDAND TESTED IS THE SAME SOIL(S) WHICH IS BEING IMPORTED TO THE PROJECT. G. DRAINAGE FINISHED GROUND GRADES ADJACENT TO THE PROPOSED STRUCTURES SHOULD BE SLOPED TO PROVIDE POSITIVE FREE DRAINAGE AWAY FROM THE FOUNDATIONS. NO AREAS SHOULD BE CONSTRUCTED THAT WOULD ALLOW DRAINAGE GENERATED ON THE SITE, OR WATER IMPINGING UPON THE SITE FROM OUTSIDE SOURCES, TO POND NEAR FOOTINGS AND SLABS OR BEHIND CURBS. WHERE GROUND SURFACES ADJACENT TO SUBSURFACE WALLS ARE TO BE LANDSCAPED, WALLS SHOULD BE WATERPROOFED. INSTALLATION OF GRAVEL—FILLED DRAINS TO ROUTE SUBSURFACE DRAINAGE AWAY FROM WALLS WILL REDUCE THE THICKNESS OF DAMP—PROOFING RESULTING IN A CONSIDERABLE SAVINGS. n BOTH FILL AND CUT SLOPES SHOULD BE CONSTRUCTED AT 2:1 (HORIZONTAL TO VERTICAL) IN ACCORDANCE WITH THE 2016 CALIFORNIA BUILDING CODE. FINISHED SLOPES NEARER THAN FIVE FEET FROM BUILDING FOUNDATIONS SHOULD BE GRADED NO STEEPER THAN FIVE HORIZONTAL TO ONE VERTICAL (5:1). A SLOPE RA110 OF TWO HORIZONTAL TO ONE VERTICAL (2:1) SHOULD PROVIDE ADEQUATE STABILITY FOR SLOPES FARTHER THAN FIVE FEET FROM FOOTING LINES. THE FILL SLOPES SHALL BE COMPACTED TO A MINIMUM OF 90% OF ASTM D-1557 AND IN ACCORDANCE WITH THE GUIDE SPECIFICATIONS FOR EARTHWORK, APPENDIX A. THIS MAY BE ACHIEVED BY OVERFILLING THE CONSTRUCTED SLOPE AND TRIMMING TO A COMPACTED FINISHED SURFACE, ROLLING THE SLOPE FACE WITH A SHEEPSFOOT AS THE LEVEL OF THE FILL IS RAISED, OR ANY METHOD THAT ACHIEVES THE DESIRED PRODUCT. THE CUT PORTION OF THE SLOPE SHOULD BE CONSTRUCTED FIRST. PRIOR TO CONSTRUCTION OF THE FILL SLOPE, INCOMPETENT SURFACE SOILS SHOULD BE REMOVED FROM THE TOP OF THE CUT. AREAS TO RECEIVE FILL OR TO SUPPORT STRUCTURES, SLABS OR PAVEMENTS SHOULD BE REMOVED OF ALL VEGETATION, DEBRIS AND DISTURBED SOILS. ALL EXISTING UNCERTIFIED FILL SOILS SHOULD BE EXCAVATED TO EXPOSE COMPETENT NATIVE SOILS. EXISTING UNDERGROUND PIPELINES, PRIVATE SEWAGE DISPOSAL SYSTEMS AND ANY WATER OR OIL WELLS IF ENCOUNTERED DURING GRADING SHOULD BE REMOVED OR CAPPED IN ACCORDANCE WITH PROCEDURES CONSIDERED ACCEPTABLE BY THE APPROPRIATE GOVERNING AGENCY. TREE ROOTS TO 2 INCHES IN DIAMETER SHOULD BE REMOVED. BOTH FILL AND CUT SLOPES WILL BE SUBJECT TO EROSION IMMEDIATELY AFTER GRADING, AND SHOULD BE DESIGNED TO REDUCE SURFICIAL SLOUGHING BY IMPLEMENTING A PERMANENT SLOPE MAINTENANCE PROGRAM AS SOON AS PRACTICAL AFTER COMPLETION OF SLOPE CONSTRUCTION. SLOPE MAINTENANCE SHOULD INCLUDE PROPER CARE OF EROSION AND DRAINAGE CONTROL DEVICES, RODENT CONTROL, AND IMMEDIATE PLANTING WITH DEEP—ROOTING, LIGHTWEIGHT, DROUGHT—RESISTANT VEGETATION. AN EROSION CONTROL GEOTEXTILE MAY ALSO BE USED IN COMBINATION WITH VEGETATION TO CONTROL EROSION. EXPERIENCE HAS SHOWN THAT SLOPE PERFORMANCE IS LARGELY DEPENDENT UPON PROPER SLOPE MAINTENANCE (I.E., PLANTING, PROPER WATERING, CLEARING OF DRAINAGE DEVICES, ETC.). SLOPES PROPERLY PLACED AND CONSCIENTIOUSLY MAINTAINED ARE NOT EXPECTED TO DISPLAY EXCESSIVE RAVELING OR SLOUGHING. II. FOUNDATIONS A. SPREAD FOOTINGS — THE PROPOSED FOUNDATION COULD BE SUPPORTED ON CONTINUOUS SPREAD FOOTINGS IN ACCORDANCE WITH THE FOLLOWING TABLE B: TABLE B FOUNDATION DESIGN CRITERIA Lateral Earth Pressures Minimum Depth Maximum Allowable Footing Type Minimum Width Below Lowest Soil Bearing (ft.) Adjacent Subgrade Pressure (ft-) lbs./ .ft. Continuous 2 2 2200 Isolated 2 2 2000 BEARING PRESSURES GIVEN ARE FOR THE MINIMUM WIDTHS AND DEPTHS SHOWN ABOVE BEARING PRESSURES GIVEN ABOVE ARE FOR DEAD AND SUSTAINED (LOADS ACTING MOST OF THE TIME) LIVE LOADS; THEY MAY BE INCREASED BY ONE—THIRD FOR WIND AND/OR SEISMIC LOADING CONDITIONS. THE PROPOSED FOUNDATIONS SHALL BE REINFORCED IN ACCORDANCE WITH THE STRUCTURAL ENGINEERS RECOMMENDATIONS. SETTLEMENT: PROVIDED MAXIMUM ALLOWABLE SOIL BEARING PRESSURES GIVEN ABOVE ARE NOT EXCEEDED, TOTAL SETTLEMENT SHOULD NOT EXCEED ONE INCH. A MAJOR PORTION ... TWO—THIRDS TO ONE-HALF ... OF TOTAL SETTLEMENT SHOULD OCCUR BEFORE THE END OF CONSTRUCTION. DIFFERENTIAL SETTLEMENTS SHOULD OCCUR BEFORE THE END OF CONSTRUCTION. DIFFERENTIAL SETTLEMENTS SHOULD, ACCORDINGLY, BE LESS THAN ONE—HALF OF AN INCH. MODULUS OF SUBGRADE REACTION MODULUS OF SUBGRADE REACTION FOR USE IN DESIGN OF FOUNDATIONS IS BASED ON RANGES OF VALUES FOR SOIL TYPES PROVIDED BY FOUNDA11ON ANALYSIS AND DESIGN BY JOSEPH E BOWLES. BOWLES, JOSEPH E; FOUNDATION ANALYSIS AND DESIGN MCGRAW—HILL BOOK COMPANY (1977); TABLE 9-1 PG. 269 EQUATION 1 SHOULD BE USED FOR FOOTINGS ON SANDY SOILS. FOUNDATIONS ON CLAY SOILS SHOULD EMPLOY EQUATION 2. EQUATION 3 IS FOR RECTANGULAR FOOTINGS HAVING DIMENSIONS B AND ME. KS1 IS THE MODULUS OF SUBGRADE REACTION FROM THE SOURCE REFERENCED ABOVE BASED ON A 1 FOOT X 1 FOOT SQUARE PLATE. FOR GENERAL GUIDANCE KS1 OF 150 KCF MAY BE USED. s+i a Equation (1) k f = Ke, X CT, Equation (2) k r = Kri x B k, s, -+,s Equation (3) t = KX Lsx> VALUES GIVEN ABOVE SHOULD BE USED FOR GUIDANCE. LOCAL VALUES MAY BE HIGHER OR LOWER AND SHOULD BE BASED ON RESULTS OF IN—SITU PLATE BEARING TESTS PERFORMED IN ACCORDANCE WITH ASTM TEST METHOD D1195. IV. LATERAL EARTH PRESSURES LATERAL. EARTH PRESSURES AND FRICTION COEFFICIENTS FOR DETERMINING THE PASSIVE LATERAL RESISTANCE OF FOUNDATIONS AGAINST LATERAL MOVEMENT AND THE ACTIVE LATERAL FORCES AGAINST RETAINING WALLS AND SUBSURFACE WALLS, EXPRESSED AS EQUIVALENT FLUID PRESSURES, ARE GIVEN BELOW IN TABLE C. LATERAL EARTH PRESSURES WERE COMPUTED ASSUMING THAT BACKFILL MATERIALS ARE ESSENTIALLY FREE DRAINING AND LEVEL; AND THAT NO SURCHARGE LOADS OR SLOPING BACKFILLS ARE PRESENT WITHIN A DISTANCE FROM THE WALL EQUAL TO OR LESS THAN THE HEIGHT (H)* OF THE WALL. (H)• =THE HEIGHT OF BACKFILL ABOVE THE LOWEST ADJACENT GROUND SURFACE. TABLE C LATERAL EARTH PRESSURES Case Lateral Earth Pressures Active 40 P.C.F. Passive 250 P.C.F. At -Rest 52 P.C.F. SOILS RECOMMENDATIONS (CLQ 11 I i D) ACTIVE CASE: ACTIVE LATERAL EARTH PRESSURES SHOULD BE USED WHEN COMPUTING FORCES AGAINST FREE-STANDING RETAINING WALLS, UNRESTRAINED AT THE TOPS. ACTIVE PRESSURES SHOULD NOT BE USED WHERE TILTING OUTWARD OF THE WALLS IS GREATER THAN 0.002H WOULD NOT BE DESIRABLE. PASSIVE CASE: PASSIVE LATERAL EARTH PRESSURES SHOULD BE USED WHEN COMPUTING THE LATERAL RESISTANCE PROVIDED BY UNDISTURBED OR COMPACTED NATIVE SOILS AGAINST THE MOVEMENT OF THE FOOTING. WHEN COMPUTING PASSIVE RESISTANCE, THE UPPER ONE FOOT OF EMBEDMENT DEPTH SHOULD BE DISCOUNTED. AT -REST CASE: AT -REST PRESSURES SHOULD BE USED FOR SUBSURFACE WALLS RESTRAINED AT THEIR TOPS BY FLOOR DIAGRAMS OR TIE -BACKS AND FOR RETAINING WALLS WHERE TILTING OUTWARD GREATER THAN 0.002 H WOULD NOT BE DESIRABLE. FRICTIONAL RESISTANCE: A FRICTION COEFFICIENT OF 0.31 MAY BE USED WHEN COMPUTING THE FRICTIONAL RESISTANCE TO SLIDING OF FOOTINGS, GRADE BEAMS, AND SLABS -ON -GRADE. FRICTIONAL RESISTANCE AND PASSIVE LATERAL SOIL RESISTANCE MAY BE COMBINED WITHOUT REDUCTION. V. SOIL CORROSIVITY SOLUBLE SULFATES (SO4) THE HIGHEST SULFATE (SO4) CONCENTRATION MEASURED WAS 4.1 PPM. GENERALLY, SULFATE CONCENTRATIONS GREATER THAN 1,500 PPM ARE CONSIDERED TO BE CORROSIVE TO FOUNDATION ELEMENTS. (REF: ACI 318, SECTION 4.3, TABLE 4.3.1) CHLORIDES (CL) THE HIGHEST CHLORIDE (CL) CONCENTRATION MEASURED WAS 1.7 PPM. GENERALLY, CHLORIDE CONCENTRATIONS GREATER THAN 500 PPM ARE CONSIDERED TO BE CORROSIVE TO FOUNDATION ELEMENTS. (REF: CALTRANS CORROSION GUIDELINES / VERSION 1.0) PN THE SOIL PH RANGED FROM 8.59. GENERALLY, A PH LEVEL LESS THAN 5.5 IS CONSIDERED TO BE CORROSIVE TO FOUNDATION ELEMENTS. (REF: CALTRANS CORROSION GUIDELINES/ VERSION 1.0) VI. PAVEMENT HOT MIX ASPHALT (HMA) PAVEMENT SECTIONS SHALL BE DESIGNED BASED ON AN R -VALUE TEST RESULT OF R=57. THE RESULTS RANGED FROM 57 TO 69, ACCORDING TO OUR TESTING PROGRAM, SEE FIGURES D-1 THROUGH 0-2 IN APPENDIX C, 'SOIL TEST DATA-. HMA SHOULD BE CONFORM TO THE PROVISIONS IN SECTION 39, OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS 2010 OR NEWER. AGGREGATE BASE SHOULD BE CLASS 2, AND SHOULD ALSO CONFORM TO SECTION 26, OF THE STANDARD SPECIFICATIONS 2010 OR NEWER. THE SUBGRADE SURFACE SHOULD BE PREPARED ACCORDING TO THE RECOMMENDATIONS IN THIS REPORT. THESE RECOMMENDATIONS ARE VAUD ONLY IF THE PAVEMENT IS PROPERLY DRAINED AND SHOULDER AREAS ARE GRADED TO PREVENT WATER PONDING AT PAVEMENT EDGES. ALL CONSTRUCTION . SHOULD BE SUBJECT TO ADEQUATE TESTS AND OBSERVATIONS TO VERIFY CONFORMANCE WITH THESE RECOMMENDATIONS. ENGINEERING DEPARTMENT w m. �soeo•® a�® ilea PIAT OHM No.: PLAT AS—NOTED DRAWN BY; LGH DaBMM RY: FP2 ePPaovrm BY: Deis: W U) O U) Q Z ❑ JJw W ^� O ZW eeeeee� W O W�// W U0 D BAKERSFIELD DISTRICT 4/20/2018 Pyr•-�� 000_99821 DRe11HND NO.: DWG -NO. w 3 OF 5 , LEG,ENP Yy'K"�e�G DESIGN ELEVATION r EXISTING GROUND CONTOUR 0 3`a�ycl EXISTING ELEVATION ------- .RIGHT-OF-WAY - ---------�-- EDGE OF PAVEMENT —x—x x EXISTING 6' FENCE o EXISTING CONCRETE WALL N —SD SD— PROPOSED STORMDRAIN LINE GAS EXISTING GAS LINE ss EXISTING SEWER LINE W_ EXISTING WATER LINE OIL EXISTING OIL LINE T - EXISTINO TELEPHONE LINE — E E — EXISTING ELECTRIC LINE TCOM EXISTING TELECOMMUNICATION LINE OH EXISTING OVERHEAD LINE I THIS SHEET J Wiz' q6 w� OL O NG X PROPOSED 6' HIGH I CHAIN-LINK FENCE I X I I x GRADE IPOSED CONCRETE AINING CURB STORM DRAIN NOTES Ell CONSTRUCT TYPE "A" STORM DRAIN MANHOLE PER C.O.B. STD. DWG SW -2. ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DRAWING D-14. rn QINSTALL CHRISTY U21 CATCH BASIN PER DETAIL V. 4n, CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DRAWING D-9. 5Q CONSTRUCT 10'x10' D50 8" RIP -RAP AROUND PIPE OUTLET FOR EROSION CONTROL. PROPOSED. OR 6' CHAT! PROPOSED sAWa IT GRADING CONSTRUCTION NOTES Q1 CONSTRUCT TYPE "B" CURB AND GUTTER PER C.O.B. STD. DWG. ST -1 Q2 CONSTRUCT 6' CHAIN-LINK FENCE PER C.O.B. STD. DWG. D-12. Q3 CONSTRUCT CHAIN-LINK GATE PER C.O.B. STD. DWG. D-13. ® PROTECT AND MATCH EXISTING CURB, GUTTER & SIDEWALK. ® CONSTRUCT COMMERCIAL DRIVE APPROACH PER C.O.B. DWG. ST -4 DATED 10/2015. © SAWCUT TO NEAT, CLEAN, VERTICAL FACE. Q7 CONSTRUCT 12" HIGH CONCRETE RETAINING CURB WITH PROPOSED FENCE. ® CONSTRUCT 6" HIGH CURB PER DETAIL q . CONSTRUCT MIN 0.45' AC PAVING OVER 0.50' CLASS II AGGREGATE BASE OVER 1.55' NAT GRD COMPACTED TO 957 MAX DENSITY. (R=57) :.IN(SEE STREET IMPROVEMENT PLANS FOR FINAL SECTION) CONSTRUCT MIN 4" THICK CONCRETE SIDEWALK PER C.O.B. STD. DWG. ST -3 DATED 10/1981. -_ CONSTRUCT MIN 0.25' AC PAVING OVER 0.40' CLASS It AGGREGATE BASE OVER 1.0' NAT GRD COMPACTED TO 95% MAX DENSITY. u it � I•► �v 5' CHAIN-LINK FENCE 4 18' 39' 18' TOP OF SUMP UNE - -- —I- —HIGH WATER UNE � -- - 27 4 I PROPOSED SUMP FOR SITE DRAINAGE &WELL DISCHARGE 2AYX EX. 6' HIGH BLOCK WALL OR EX, 6' CHAIN-LINK FENCE 1 12.5' CATCH BASIN P.V.C. PIPE SIZE AND SLOPE PER PIPEUNE TABLE, TYP. NOTE: GROUT &WATER STOP tLG.V. AROUND INSIDE AND OUTSIDE OF r PIPE CONNECTING O BOM. ALSO GROUT AT EXTENSION JOINTS, TYP. J N.T.S -TYPICALLY 6" UNLESS OTHERWISE NOTED ON PLANS PORTION OF LOT 1, SEC. 35, T30S, R27E, M.D.B.M. -------- ---_- DRAIN O 0.40% NE COR, SEC 35, T30S, R27E, M.D.B.M. ED 2 BRASS DISK, ON. 1.0' IN WELL MONUMENT, --- PER PARCEL MAP NO. 6608, P.M.B. 28/175. NOTE 'C': PROPOSED STREET DEDICATION TO LMpSKING AVENUE 1 THE CITY OF THE BAKERSFIELD TO BE RECORDED I PRIOR TO NOTICE OF COMPLETION. a� • �,,,.Os I `. aur,:.' I G.B. TYP.o PROPOSED IGHT F' WA NTE C QVE PRGP.•iM1f� ,' , 3 TRANSFORMER B X PROP. I 1 4 2 PYP FFs56.50 1 1 . . 0 00 n "Ld Y3a O IjTQ) (1)Sly NOTE ."D" BELOW 49.68 1R INV ) INSTALL 105.33 L.F. 18'� `K CL -3 RCP w/RGJ STORM DRAIN O 0.70% 1 EX. STREET LIGHT LOT 51 TRACT NO. 5450 0 M.B. 38/155-156 x 0 w L r r w � O o N z o a � r 0 wj of ! m t w O w a N r M < Z in 0 �^ 0 w L NOTE 'D": PROPOSED PEDESTRIAN EASEMENT TO I I THE CITY OF THE BAKERSFIELD TO BE RECORDED PRIOR TO NOTICE OF COMPLETION. J MID-SECTION LINE — —1 18' PVC STORM DRAIN O 0.40% LOT 29 j LOT 51 TRACT NO. 5450 TRACT NO. 5450 M.B. 38/155-156 I M.B. 38/155-156 NOTE PROPOSED FLOWAGE AND DRAINAGE EASEMENT TO THE CITY OF THE BAKERSFIELD TO BE RECORDED PRIOR TO NOTICE OF COMPLETION. 6.9-28' -N- NORTH SCALE: 1 "=20' 0 10 20 40 1 w"r) i INSTALL 105.33 L.F. 16 - CL -3 RCP w/RGJ STORM DRAIN O 1.0% ENGINEERING DEPARTMENT W C/) H � U JUJ U) JW¢ D Lu Z 29 U c� DISTRICT: BAKERSFIELD DISTRICT DATE: 4/25/2018 P& 11110" W.: 00099821 DFATOTIO NO.: DWG -NO. ser 4 OF 5 r w O V) N z o wj m o w O a � N r M < in �^ w N Ta g E E 0 r 1 COM TCOM W b LED gL M 2" BRASS DISK, ON. 1.1' IN o WELL MONUMENT, RCE 17564, PER Z TRACT NO. 5450. M.B. 38/155-156 NI 0i NOTE 'D": PROPOSED PEDESTRIAN EASEMENT TO I I THE CITY OF THE BAKERSFIELD TO BE RECORDED PRIOR TO NOTICE OF COMPLETION. J MID-SECTION LINE — —1 18' PVC STORM DRAIN O 0.40% LOT 29 j LOT 51 TRACT NO. 5450 TRACT NO. 5450 M.B. 38/155-156 I M.B. 38/155-156 NOTE PROPOSED FLOWAGE AND DRAINAGE EASEMENT TO THE CITY OF THE BAKERSFIELD TO BE RECORDED PRIOR TO NOTICE OF COMPLETION. 6.9-28' -N- NORTH SCALE: 1 "=20' 0 10 20 40 1 w"r) i INSTALL 105.33 L.F. 16 - CL -3 RCP w/RGJ STORM DRAIN O 1.0% ENGINEERING DEPARTMENT W C/) H � U JUJ U) JW¢ D Lu Z 29 U c� DISTRICT: BAKERSFIELD DISTRICT DATE: 4/25/2018 P& 11110" W.: 00099821 DFATOTIO NO.: DWG -NO. ser 4 OF 5 LEGEND I j i CALIFORNIA STORMWATER BMP HANDBOOK (CONTINUED) 2 '".. -- EXISTING GROUND CONTOUR NS M.B. 38/155-156 „x, LIMITS PER BMP SE -6. 'N oil w -12 CONCRETE CURING 0 sc\ EXISTING ELEVATION V, NS -13 CONCRETE FINISHING RIGHT-OF-WAY N , �a EDGE OF PAVEMENT NS -14 MATERIAL AND EQUIPMENT USE -x -x -x- EXISTING 6' FENCE ® WM-1 MATERIAL DELIVERY AND STORAGE i EXISTING CONCRETE WALL w GAS - EXISTING GAS LINE WM-2 MATERIAL USE ss EXISTING SEWER LINE -3 STOCKPILE MANAGEMENT W EXISTING WATER LINE OIL EXISTING OIL LINE WM-4 SPILL PREVENTION AND CONTROL T EXISTING TELEPHONE LINE E - E - EXISTING ELECTRIC LINE Wm -5 SOLID WASTE MANAGEMENT TCOM EXISTING TELECOMMUNICATION LINE WM-6 HAZARDOUS WASTE MANAGEMENT OH EXISTING OVERHEAD LINE WM-8 ( ) RECORD PER "SALES MAP NO. 1 OF LANDS CONCRETE WASTE MANAGEMENT OF J_B. HAGGIN" FILED IN THE OFFICE Of THE COUNTY RECORDER ON MAY 3, 1889. �_..,...VBiI_g SANITARY/SEPTIC WASTE MANAGEMENT I RECORD PER PARCEL P 6608, PARCP 7 2G 1 EL MAP BK , 5. 12USI CONTROL BEST MANAGEMENT PRACTICES: 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM THE CALIFORNIA STORMWATER BMP HANDBOOK SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) AND PROVIDE WRITTEN NOTIFICATION TO THE SJVAPCD VIA FAX OR EMAIL WITHIN 10 DAYS PRIOR TO THE FOLLOWING CALIFORNIA STORMWATER CONSTRUCTION BMP'S SHALL THE COMMENCEMENT OF EARTHMOVING ACTIVITIES (AFTER THE PLAN HAS BEEN BE CONSIDERED A PART OF THESE PLANS AND MAY APPLY DURING THE APPROVED BY SJVAPCD). CONSTRUCTION OF THIS PROJECT. CONTRACTOR AND QSP SHALL IMPLEMENT ADDITIONAL BMP'S AS REQUIRED DURING CONSTRUCTION. 2. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF BMP NO. DESCRIPTION THIS PROJECT. PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO M111GATE THE IMPACT OF DUST AND PM10 EMISSIONS ACCORDING TO THE SAN EC -1 SCHEDULING JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION VIII (8). THE CONTRACTOR SHALL OBTAIN A COPY OF THE REGULATION FOR HIS USE. THESE EC -2 PRESERVATION OF EXISTING VEGETATION MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: ❑ EC -4 HYDROSEEDING A. PRE -ACTIVITY: EC -5 SOIL BINDERS c) PRE -WATER SITE SUFFICIENT TO LIMIT VISIBLE DUST EMISSIONS (VDE) TO 20% OPACITY. ❑ EC -9 EARTH DIKES AND DRAINAGE SWALES b)PHASE WORK TO REDUCE THE AMOUNT OF DISTURBED SURFACE AREA AT ANY ONE TIME. EC -16 NON -VEGETATIVE STABILIZA11ON B. DURING ACTIVE OPERATIONS: Q.. SE -1 SILT FENCE o) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO LIMIT VDE TO SE SEDIMENT 20% OPACITY. -2 BASIN b) LIMIT ACTIVITY TO PERIODS OF LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN SE -3 SEDIMENT TRAP WIND BARRIERS SUFFICIENT TO LIMIT VDE TO 20% OPACITY. c)APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL/ACCESS SE -5 FIBER ROLLS. ROADS AND UNPAVED VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VDE TO 20% OPACITY AND MEET THE CONDITIONS OF A STABILIZED UNPAVED SE -6 GRAVEL BAG BERM ROAD SURFACE. SE -7 STREET SWEEPING. AND VACUUMING C. TEMPORARY STABILIZATION DURING PERIODS OF INACTIVITY: a)RESTRICT VEHICULAR ACCESS TO THE AREA. SE -8 SANDBAG BARRIER b)APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WITH SE -10 STORM DRAIN INLET PROTECTION THE CONDITIONS OF A STABILIZED SURFACE. IF ANY AREA HAVING 0.5 ACRES OR MORE OF DISTURBED SURFACE AREA REMAINS UNUSED FOR SEVEN OR MORE WE -1 WIND EROSION CONTROL DAYS, THE AREA MUST COMPLY WITH THE CONDITIONS FOR A STABILIZED SURFACE AREA AS DEFINED IN RULE 8011. TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT D. CARRYOUT AND TRACKOUT ON PUBLIC ROADS: TC -2 STABILIZED CONSTRUCTION ROADWAY o) ALL VISIBLE CARRYOUT AND TRACKOUT WITHIN 50 FEET OF THE SITE SHALL BE ❑ TC -3 ENTRANCE/OUTLET TIRE WASH REMOVED AT THE END OF EACH WORKDAY. TRACKOUT BEYOND 50 FEET OR THE SITE SHALL BE REMOVED IMMEDIATELY. ,® NS' -1 WATER CONSERVATION PRACTICES b)CLEANUP SHALL BE ACCOMPLISHED BY MANUAL SWEEPING OR APPROVED EQUIPMENT AND METHOD AS SPECIFIED BY THE SJVAPCD. NS -8 VEHICLE AND EQUIPMENT CLEANING c)THE USE OF BLOWER DEVICES OR DRY ROTARY BRUSHES OR BROOMS, FOR REMOVAL OF CARRYOUT AND TRACKOUT ON PUBLIC ROADS IS EXPRESSLY NS -9 VEHICLE AND EQUIPMENT FUELING PROHIBITED. d) ANY PERMITS REQUIRED FOR MUD AND DIRT CLEANUP SHALL BE OBTAINED BY NS -10 VEHICLE AND EQUIPMENT MAINTENANCE THE CONTRACTOR, f / I I I „5' J I I I I I I INSTALL ! PROPERTY __ ^ - ____ HIGH WATER LINE - \ \; I __1----- .-------------- LOT 29 TRACT NO. 5450 M.B. 38/155-156 SWPPP BEST MANAGEMENT PRACTICES r_F_NF_RAL NOTES: FOLLOWING ARE GENERAL NOTES, THE CONTRACTOR SHALL REVIEW ALL APPLICABLE CODES AND REGULATIONS AND IMPLEMENT CONSTRUCTION SITE MONITORING PROGRAM AS NECESSARY TO MEET REGULATIONS. 1. BEST MANAGEMENT PRACTICES (BMPs) CONTAINED HEREIN REFLECT MINIMUM REQUIREMENTS. ALTERNATE METHODS PROVIDING EQUAL OR GREATER PROTECTION MAY BE UTILIZED. FOR ADDITIONAL BMPs REFER TO CALIFORNIA STORMWATER BMP HANDBOOKS. 2. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN AND IMPLEMENTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT, THE STATE'S GENERAL PERMIT, AND LOCAL STORMWATER MANAGEMENT PROGRAMS. CONTRACTOR SHALL OBTAIN A COPY OF THESE PROGRAMS FOR HIS OWN USE, 3. THE CONTRACTOR MUST IMPLEMENT AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROL ON ALL DISTURBED AREAS PER THE BMP HANDBOOK. 4. NON-STORMWATER DISCHARGES SHALL BE PROHIBITED FROM ENTERING ANY STORM DRAIN SYSTEM AND THE EXISTING STREET. 5. NON-STORMWATER MANAGEMENT CONTROLS AND WASTE MANAGEMENT CONTROLS SHALL BE PROPERLY IMPLEMENTED AS NECESSARY TO COMPLY WITH ALL APPLICABLE CODES. 6. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVENT A NET INCREASE OF SEDIMENT LOAD IN STORMWATER I TE DISCHARGE. 7. ALL CONTROL DEVICES SHALL BE INSPECTED FOR PROPER INSTALLATION PRIOR TO QUALIFYING RAIN EVENTS AS OUTLINED IN THE GENERAL ORDER. 8. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES. NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR DAMAGED EROSION CONTROL MEASURES OR SEDIMENT CONTROL MEASURES WHEN RAIN IS IMMINENT. 9. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, DESILTING BASINS AND OTHER DEVICES. ANY DEVICES AND SLOPE SURFACE PROTECTION DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED. 10. POLLUTANTS SHALL BE REMOVED FROM STORMWATER DISCHARGES TO THE MAXIMUM EXTENT PRACTICABLE (MEP) THROUGH DESIGN AND IMPLEMENTATION OF THIS PLAN. 11. PORTABLE SANITARY FACILITIES SHALL BE LOCATED ON RELATIVELY LEVEL GROUND AWAY FROM TRAFFIC AREAS, DRAINAGE COURSES AND STORM DRAIN INLETS. 12. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED BY THE DEVELOPER OR HIS GENERAL CONTRACTOR ON ALL BEST MANAGEMENT PRACTICES (BMPs) INCLUDING CONCRETE WASTE STORAGE AND DISPOSAL PROCEDURES. 13. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS PROJECT. PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE THE IMPACT OF DUST AND PM10 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION VIII (8). THE CONTRACTOR SHALL OBTAIN A COPY OF THE REGULATION FOR HIS USE. PORTION OF LOT 1, SEC. 35, T30S, R27E, M.D.B.M. INSTALL FIBER PROPERTY UNE TRANSFORMER I 480 PROP. SF. BUILDING FF056.50 O' m w3S6o. V) - so E NE COR, SEC 35, T30S. R27E, M.D.B.M. FD 2 BRASS DISK, DN. 1.0' IN WELL MONUMENT, PER PARCEL MAP NO. 6608, P.M.B. 28/175. H SKING AVENUE I 1 d I j i 0 2 M T M.B. 38/155-156 „x, LIMITS PER BMP SE -6. 'N oil w 0 I V, E y b O I j i 0 2 T M.B. 38/155-156 „x, LIMITS PER BMP SE -6. 'N oil w 0 I V, Fit a CD N , �a I Iw I �o I i w W G b O I j �tA 0 2 M.B. 38/155-156 „x, LIMITS PER BMP SE -6. 'N oil M 0 p V, Fit a CD O] CD n N i w -- E -- r- TCOM INSTALL GRAVEL SAGS T 15450 IN CURS R GUTIER AT O Z AFD 2" BRASS DISK, ON. 1.1' IN WELL MONUMENT, RCE 17564, PER TRACT NO. 5450, M.B. 38/155-156 TRACT PROJECT AND PHASE M.B. 38/155-156 „x, LIMITS PER BMP SE -6. 'N oil i w -- E -- r- TCOM INSTALL GRAVEL SAGS T 15450 IN CURS R GUTIER AT O Z AFD 2" BRASS DISK, ON. 1.1' IN WELL MONUMENT, RCE 17564, PER TRACT NO. 5450, M.B. 38/155-156 TRACT PROJECT AND PHASE M.B. 38/155-156 „x, LIMITS PER BMP SE -6. 'N oil I MID-SECTION LINE I INSTALL CONCRETE WASH OUT PER WM-8 -N- NORTH SCALE. 1"-20' 0 10 20 40 __.. INSTALL FIBER ROLLS ALONG PROPERTY UNE PER BMP SE -5 �o c PROP ��s o FOR ineAn€NTEss� N89'06'07"W 660.68' \� (IF NEEDED) J \ �,TY' `TMG AREA GENERATOR PROP./ PG &E CONTRACTOR OSHALL TRANSFORMER P ROVIDE ALL NECESSARY SWALE (TYP.)`T' WATER BMP'S INSTALL TEASH �T PER WMB SPACEPROP. SPACE FOR --"LL°FOR x oFUTURE 4TFUTURE 500kGAL TANKS INSTALL STORM DRAIN / INSTALL STORM DRAM PROP. WELL 225-M,480 S.F. INLET PROTECTION W \ \ \ // \ / �+ INLET PROTECTION BUILDING o - SD PER BMP -10. TW. o Qy INSTALL STORM DRAIN / 4 PER OMP SE -10. TIP. FF -56.50 w -Fx SD , -. �.... yy \ INLET PROTECTION w / PER BMP SE -10. TP/ . \ \ ` = _ �,�� ! yy/. \ 5'x5' CONC. STOOP -- N 35eo o I SWALE (/TYP.)� ' cA o I N I CSO.....-_---------- ( SO D SO SO _ Sb SO SO , N89'06'07"W 660.66'LILL / EX. CURB, LOT 51 TRACT NO. 5450 M.B. 38/155-156 �J ENGINEERING ■113169guyWad PIAT SKM NO.: PLAT SCAM AS -NOTED DRARN SY.. LGH DSSSNF® BY: FP2 M W. BATS: F - Z w F- Z , 3: < wW 'W^ `J VJ S o J O Q OfW B KERSFIELD DISTRICT 4/20/2018 P100.1K7 m.: 00099821 DBI NO.: DWG -N0. SST 5 OP 6