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1.7-6444 Ph 6 Record Drawing
GRADING PLANS IN THE CITY OF BAKERSFIELD 1. ALL GRADING AND SITE PREPARATION SHALL CONFORM TO THIS PLAN AND SHALL CONFORM WITH APPENDIX CHAPTER 33 OF CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL ENGINEERING INVESTIGATION PREPARED BY SOILS ENGINEER, INC., DATED JUNE 9, 2005, 2014 AND SIGNED BY BRIAN MARIER SHALL BE MADE A PART HEREON. 2. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISH GRADE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND 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 CONTRACTOR SHALL RETURN AND CORRECT HE GRADING AT NO COST TO THE OWNER. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY OF BAKERSFIELD FOR WORK TO BE DONE IN THE CITY RIGHT-OF-WAY. 5. UPON COMPLETION OF GRADING AND BEFORE TO START OF CONSTRUCTION, A FINAL SOILS REPORT COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING DEPARTMENT BY THE SOILS ENGINEER. 6. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THIS PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE GRADING CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 7. ALL GRADING WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN ACCORDANCE WITH APPENDIX CHAPTER 33 OF CALIFORNIA BUILDING CODE. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. 8. DUST CONTROL: IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREVENT A DUST NUISANCE FORM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS CONTRACT. CONTRACTOR SHALL OBTAIN A PERMIT FOR MITIGATION OF DUST FROM THE SAN JOAQUIN UIFIED AIR POLLUTION CONTROL DISTRICT. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF SAID PERMIT PREVENTATIVE MEASURES TO BE TAKEN BY THE CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING A. WATER SHALL BE APPLIED TO ALL UNPAVED AREAS AS REQUIRED TO PREVENT THE SURFACES FROM BECOMING DRY ENOUGH TO PERMIT DUST FORMATION. B. PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMITTED TO TRAVEL SHALL BE KEPT FREE OF DIRT. 9. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF ANY WORK. CALL U.S.A. (1-800-277-2600) PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 10. THE SOIL 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 APPLICABLE CODE REQUIREMENTS. 11. EXISTING UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 12. DURING GRADING, REASONABLE SEARCHING SHALL BE PERFORMED FOR CONCEALED SUBSURFACE OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE REMOVED. IF THE TERMINUS OF ANY ABANDONED PIPING IS OUTSIDE THE PROJECT LIMITS, THE PIPING SHOULD BE REMOVED WITHIN THE PROJECT AND PROPERLY CAPPED AT THE PROJECT BOUNDARY. 13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY THROUGHOUT THE PROJECT AND NOT BE LIMITED TO NORMAL WORKING HOURS. 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, WITH THE EXCEPTION OF LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONLY ONCE BY THE OWNER AND ALL RESTAKING OR REMARKING SHALL BE DONE AT THE EXPENSE OF THE CONTRACTOR. 15. ALL ONSITE OR OFFSITE OBSTRUCTIONS SHALL BE REMOVED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 16. ANY EXISTING IMPROVEMENT OR UTILITY REMOVED, DAMAGED OR UNDERCUT BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ENGINEER AND APPROVED BY THE CITY OF BAKERSFIELD AT THE CONTRACTOR'S EXPENSE. 17. FALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 18. SITE PREPARATION AND GRADING SHALL BE DONE UNDER THE SUPERVISION OF THE SOILS ENGINEER. THE SOILS ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO PLACING OF ANY FILL MATERIAL. 19. THE SITE SHALL BE CLEARED OR GRUBBED OF ALL VEGETATION, INCLUDING ROOTS, LOOSE FILL, TRASH AND OTHER DELETERIOUS MATERIALS ANY HOLES OR VOIDS LEFT AFTER THE REMOVAL OF TREES, ROOTS, SEPTIC TANKS, ABANDONED FOUNDATIONS, PIPELINES OR THE LIKE, SHALL BE FILLED AS REQUIRED BY THE SOILS ENGINEER. 20. FILL MATERIAL SHALL BE SUBJECT TO THE SOILS ENGINEER'S APPROVAL. 21. ALL FILL SLOPES SHALL NOT TOE CUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OR EXISTING OR PLANNED CUT SLOPES. 22. THE CUT AND FILL QUANTITIES ARE CALCULATED USING A COMPACTION FACTOR OF 1.15. THE ENGINEER MAKES NO WARRANTY EITHER DIRECT OR IMPLIED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. IF A DEFICIENCY OR AN EXCESS OF SOILS ARISES, THE GRADING CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE THE BALANCE BETWEEN THE CUT AND FILL. 23. THE CUT AND FILL QUANTITIES SHOWN ON THIS PLAN ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL, AFTER EXAMINING THE PLAN, SOILS REPORT AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT, BASED ON HIS OWN EARTHWORK CALCULATIONS. 24. EXPORT MATERIAL SHALL BE DISPOSED OF AT AN APPROVED SITE COORDINATED WITH THE INSPECTOR AT THE TIME OF GRADING. 25. IF THE CONTRACTOR IS IN DOUBT AS TO THE REMAINING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUIRES FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 26. THE CONTRACTOR SHALL COORDINATE WITH THE INSPECTOR AND THE ENGINEER THE LOCATION OF THE BORROW AREAS (IF REQUIRED) PRIOR TO THE BEGINNING CONSTRUCTION. 27. 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. 28. ANY TRENCHING TO BE DONE WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE CITY STANDARD DETAIL S-22. 29. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 30. IT IS THE RESPONSIBILITY OF THE DEVELOPER AND HIS GRADING CONTRACTOR TO: A. FAMILIARIZE THEMSELVES WITH THE FOREGOING RECOMMENDATIONS. B. NOTIFY THE ENGINEER WHEN SITE PREPARATION BEGINS AND BEFORE THE PLACEMENT OF FILLS. C. INFORM THE ENGINEER IF ITEMS WHICH MIGHT EFFECT FOUNDATION STABILITY ARE ENCOUNTERED DURING EARTHWORK OPERATIONS SO THAT THEY MAY BE TREATED UNDER HIS DIRECTION (THESE MIGHT INCLUDE BURIED TRASH OR VEGETATION, PIPELINES, ABANDONED WELLS, OLD FILLS, ETC.). 31. FLOODING, JETTING OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT BE PERMITTED. 32. ANY ABANDONED WELLS ON THE PROPERTY DISCOVERED DURING GRADING SHALL BE ADEQUATELY CAPPED IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY AND STATE ORDINANCES. 33. A BERM OR DRAINAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT AND FILL SLOPES TO PREVENT RUNOFF FROM GOING OVER THE SLOPE. THE FACE OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA. 34. UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL ENGINEERING INVESTIGATION, GROUND SURFACES TO RECEIVE CONCRETE DRIVEWAYS AND BITUMINOUS PAVEMENT SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF TWELVE INCHES (12') BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE FILLED. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM OF NINETY-FIVE PERCENT (95%) OF THE MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557-78, METHOD A, AND SHOULD EXTEND TO A MINIMUM DISTANCE OF TWO FEET (2') BEYOND THE OUTSIDE EDGES OF PAVEMENTS. 35. ALL AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO NINETY PERCENT (90%) DENSITY FOR A MINIMUM DISTANCE OF FIVE FEET (5') BEYOND THE OUTSIDE EDGES OF THE FOUNDATIONS OF THE STRUCTURES. THE DEPTH OF OVER EXCAVATION AND COMPACTION AND COMPACTION IN PAD AREAS SHALL BE ONE FOOT BELOW EXISTING GROUND ELEVATIONS. RE -COMPACTION OF OVER -EXCAVATED MATERIAL SHALL BE AT LEAST NINETY PERCENT (90%) OF MAXIMUM DRY DENSITY. 36. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURAL FILL AND THE AREA SCARIFIED TO A DEPTH OF 6". 37. FILL AREA SLOPING STEEPER THAN 5:1 SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 38. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6" IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTER CONTENET BY APPROVED METHOD. 39. ANY FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY C.B.C. APPENDIX CHAPTER 33 AND SO CERTIFIED BY TESTS AND REPORTS FORM SOILS ENGINEER. 40. UNAUTHORIZED CHANGES OR USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED BY PINNACLE CIVIL ENGINEERING, INC. 41. PURSUANT TO SECTION 3317.8 OF THE CALIFORNIA BUILDING CODE, IF THE CIVIL ENGINEER, THE SOILS 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 RESPONSIBILITY WITHIN THEIR AREA OF TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION FOR THE WORK. IT SHALL BE THE DUTY OF THE PERMITTEE TO NOTIFY THE BUILDING OFFICIAL IN WRITING OF SUCH CHANGE PRIOR TO THE RECOMMENCEMENT 0 OF SUCH GRADING. , 42. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A -NOTICE OF INTENT° (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY 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. 43. ANY OPEN STREET PERMIT SHALL BE OBTAINED FORM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY, UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. ENGINEER'S CERTIFICATE STATEMENT: THIS PLAN AND SPECIFICATION WAS 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 THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. PHILIP D. DOWTY, RCE No. 42038, EXPIRES: 03/31/2016 SEE SHEET 2 FOR ADDITIONAL NOTES. 120 60 0 120 240 GRAPHIC SCALE: 1"=120' K. HOVNANIAN"S FOUR SEASONS TRACT NO. 6444, PHASE 6 ROUGH GRADING PLAN GRADING NOTES 1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS REPORT BY SOIL'S ENGINEERING, INC. DATED JUNE 9, 2005. 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE. 4. SURFACE DRAINAGE TO BE ONE (1%) PERCENT MINIMUM TO APPROVED DRAINAGE FACILITIES, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 5. CIVIL ENGINEER, GEOTECHNICAL ENGINEER AND BUILDING OFFICIAL WILL BE NOTIFIED FORTY EIGHT (48) HOURS TO PLACING OF ANY FILL MATERIAL. 6. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER APPENDIX J OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS ENGINEER. 7. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. 8. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. 9. FACES OF ALL CUT AND FILL SLOPES TO BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. 10. ALL CUT AND/OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL. 11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES. 12. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT AND FILL SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 13. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE(5:1) SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 14. ALL FILL SLOPES HSALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTAL OF THE TOP OF EXISTING AND/OR PLANNED SLOPES. 15. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. ALL ITEMS WITHIN THE PUBLIC RIGHT OF WAY THAT ARE DAMAGED OR DO NOT MEET THE CURRENT STANDARDS SET BY PUBLIC WORKS DEPARTMENT WILL REQUIRE REPAIRING OR UPGRADING TO THE SATISFACTION OF THE CITY ENGINEER. I� I I I I - - PKAallo MW - - to 17 1.29 S.. R.29 E. T.29 S.. R.29 L PROJECT i S/ TE I' I I I � s u "Way vis I 19 20 R.29 E. T.29 9.. R.29 E. NOT TO SCALE VICINITY MAP ALL CONSTRUCTION ACTIVITY, INCUDING STAGING, SHALL BE WITHIN THE LIMITS SHOWN ON THIS PLAN. LEGEND OF ABBREVIATIONS & SYMBOLS CONTRACTOR SHALL OBTAIN A COPY OF THE BIOLOGICAL CLEARANCE SURVEY FOR THIS PROJECT. CONTRACTOR SHALL BE SOLEY LIABLE AND RESPONSIBLE FOR FOLLOWING THE RECOMMENDATIONS OF T.C. TOP OF CURB (100) --- EXIST. CONTOUR THE BIOLOGICAL CLEARANCE SURVEY. NO STAGING, STREET IMPROVEMENTS, GRADING, OR OTHER F.L. FLOWLINE ELEV. ---100---._ PROP. CONTOUR DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS SHOWN ON THIS PLAN. T.G. TOP OF GRATE -- PROPERTY LINE 78 G.B. GRADE BREAK !_ ; , DAYLIGHT LINE 8 7 0 ; n_ ;2% :e_$f;:f :3 : SHEET FLOW RATE 79 r cT' No. 644 -2 0 O F.G. FINISH GRADE R.G. ROUGH GRADE GRADED SWALE SAT" F.S. FINISH SURFACE - ti CENTERLINE P N LOT 38 49 INV. INVERT OF DRAIN - `°�� - SWALE HIGH POINT 6 348 P. PAD ELEVATION - FLOWLINE t -g_ - 5 40 47 F.F. FINISH FLOOR ELEV. /-�S`../ SUBDRAIN --41 G.F.F. GARAGE FINISH FLOOR - - AREA DRAIN B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE \\ E.V.C. END VERTICAL CURVE .F -- = TOE OF SLOPE ' T O.7 44 P.I. POINT OF INTERSECTION RETAINING WALL , 42 E.P. EDGE OF PAVEMENT �+ FIRE HYDRANT R �\ \ / T.W. TOP OF WALL ELEV. ; STREET LIGHT 12 9 LIMIT HABIT T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL TION N D.F. DEEPENED FOOTING 6 y DEEPENED FOOTING L. LENGTH °oF cj- WATER METER DWY. DRIVEWAY CATCH BASIN & LOCAL DEPRESSION 10 N.T.S. NOT TO SCALE ® A/C UNIT T.R.W. TOP OF RETAINING WALL CONCRETE A ELEV. X x WOOD FENCE Anr� At �� d_7 LIMITS OF HABITAT CONSERVATION EARTH QUAWITY ESTIMATES: CUT 12, 730 C. Y. FILL: 16,360 C.Y. IMPORT 3,630 C. Y. EARTHWORK NOTES THE PROPOSED GRADING WILL NOT REQUIRE ANY DIRT IMPORT AND THE IMPORT QUANTITIES SHOWN HEREON IS THE APPROXIMATE DIRT REQUIRED. TO COMPLETE THE GRADING IN ACCORDANCE WITH THE ELEVATIONS SHOWN. THE SPOIL DIRT FROM THE CONSTRUCTION OF THE HOMES WILL BE USED TO COMPLETE THE GRADING. SHEET INDEX DESCR/PTiON TOTAL AREA: 4.7 ACRES TITLE SHEET, KEY MAP CONSTRUCTION NOTES, STREET SECTIONS & DETAILS GRADING PLAN SOILS REPORT RECOMMENDATIONS SOILS REPORT RECOMMENDATIONS WDID# 5F15C338418 - RISK LEVEL 1 SHEET N0. 2 3 4 5 PLOTTED BY: Ben Etemadi DATE: Feb. 12, 2016 11:03:06 AM FILE: F:\0679\Engineering\TR_6444-6\Grd_Rough\SHTO,,1�t-�dwg _., n co CONDITION OF APPROVAL NOTES: 48.2 MITIGATION MEASURES FOR FUGITIVE DUST EMISSIONS CONSTRUCTION OF THE PROJECT REQUIRES THE IMPLEMENTATION OF CONTROL MEASURES SET FORTH UNDER REGULATION VIII, FUGITIVE PM10 PROHIBITIONS OF THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT. THE FOLLOWING MITIGATION MEASURES, IN ADDITION TO THOSE REQUIRED UNDER REGULATION VIII, CAN REDUCE FUGITIVE DUST EMISSIONS ASSOCIATED WITH THESE PROJECTS: ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES, SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER, CHEMICAL STABILIZER/SUPPRESSANT, COVERED WITH A TARP OR OTHER SUITABLE COVER, OR VEGETATIVE GROUND COVER. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS ROADS SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER OR CHEMICAL STABILIZER/SUPPRESSANT. ALL LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LAND LEVELING, GRADING, CUT & FILL, AND DEMOLITION ACTIVITIES SHALL BE EFFECTIVELY CONTROLLED OF FUGITIVE DUST EMISSIONS UTILIZING APPLICATION OF WATER OR BY PRESOAKING. WHEN MATERIALS ARE TRANSPORTED OFFSITE, ALL MATERIAL SHALL BE COVERED, OR EFFECTIVELY WETTED TO LIMIT VISIBLE DUST EMISSIONS, AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM THE TOP OF THE CONTAINER SHALL BE MAINTAINED. ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE ACCUMULATION OF MUD OR DIRT FROM ADJACENT PUBLIC STREETS AT THE END OF EACH WORKDAY. (THE USE OF DRY ROTARY BRUSHES IS EXPRESSLY PROHIBITED EXCEPT WHERE PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT THE VISIBLE DUST EMISSIONS. USE OF BLOWER DEVICES IS EXPRESSLY FORBIDDEN). FOLLOWING THE ADDITION OF MATERIALS TO, OR THE REMOVAL OF MATERIALS FROM, THE SURFACE OF OUTDOOR STORAGE PILES, SAID PILES SHALL BE EFFECTIVELY STABILIZED OF FUGITIVE DUST EMISSIONS UTILIZING SUFFICIENT WATER OR CHEMICAL STABILIZER/ SUPPRESSANT. WITHIN URBAN AREAS, TRACKOUT SHALL BE IMMEDIATELY REMOVED WHEN IT EXTENDS 50 OR MORE FEET FROM THE SITE AND AT THE END OF EACH WORKDAY. ANY SITE WITH 150 OR MORE VEHICLE TRIPS PER DAY SHALL PREVENT CARRYOUT AND TRACKOUT. ASPHALT -CONCRETE PAVING SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT RULE 4641 AND RESTRICT THE USE OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). LIMIT CONSTRUCTION -RELATED VEHICLE SPEEDS TO 15 MPH ON ALL UNPAVED AREAS AT THE CONSTRUCTIONS SITE. IMPLEMENTATION OF CARRYOUT/TRACKOUT MITIGATION MEASURES, SUCH AS GRAVEL PADS, IN ACCORDANCE WITH THE REQUIREMENTS OF SJVUAPCD REGULATION VIII. 49.2 PRIOR TO THE ISSUANCE OF A GRADING PERMIT ON THE PROJECT SITE, THE PROJECT PROPONENT SHALL COMPLY WITH ALL APPROPRIATE TERMS AND CONDITIONS OF THE MBHCP. THE MBHCP REQUIRES CERTAIN TAKE AVOIDANCE MEASURES FOR THE SAN JOAQUIN KIT FOX. MBHCP GUIDELINES REGARDING TRACKING AND EXCAVATION SHALL BE FOLLOWED TO PREVENT ENTRAPMENT OF KIT FOX IN DENS. SPECIFIC MEASURES DURING THE CONSTRUCTION PHASE OF THE PROJECT SHALL BE IMPLEMENTED AND INCLUDE THE FOLLOWING: A) A PRECONSTRUCTION SURVEY SHALL BE CONDUCTED PRIOR TO SITE GRADING TO SEARCH FOR ACTIVE KIT FOX DENS. THE SURVEY SHALL BE CONDUCTED NOT MORE THAN 30 DAYS PRIOR TO THE ONSET OF CONSTRUCTION ACTIVITIES IN AREAS SUBJECT TO DEVELOPMENT TO DETERMINE THE NECESSITY OF DEN EXCAVATION. B) MONITORING AND EXCAVATION OF EACH KNOWN SAN JOAQUIN KIT FOX DEN WHICH CANNOT BE AVOIDED BY CONSTRUCTION ACTIVITIES SHALL OCCUR. C) NOTIFICATION OF WILDLIFE AGENCIES OF RELOCATION OPPORTUNITY PRIOR TO GROUND DISTURBANCE IN AREAS OF KNOWN KIT FOX DENS SHALL BE PROVIDED. D) EXCAVATIONS SHALL EITHER BE CONSTRUCTED WITH ESCAPE RAMPS OR COVERED TO PREVENT KIT FOX ENTRAPMENT. ALL TRENCHES OR STEEP -WALLED EXCAVATIONS GREATER THAN THREE FEET SHALL INCLUDE ESCAPE RAMPS TO ALLOW WILDLIFE TO ESCAPE. EACH EXCAVATION SHALL CONTAIN AT LEAST ONE RAMP, WITH LONG TRENCHES CONTAINING AT LEAST ONE RAMP EVERY % MILE. SLOPE OF RAMPS SHALL BE NO STEEPER THAN 1:1. E) ALL PIPES, CULVERTS OR SIMILAR STRUCTURES WITH A DIAMETER OF FOUR INCHES OR GREATER SHALL BE KEPT CAPPED TO PREVENT ENTRY OF KIT FOX. IF THEY ARE NOT CAPPED OR OTHERWISE COVERED, THEY WILL BE INSPECTED PRIOR TO BURIAL OR CLOSURE TO ENSURE NO KIT FOXES, OR OTHER PROTECTED SPECIES, BECOME ENTRAPPED. F) ALL EMPLOYEES, CONTRACTORS, OR OTHER PERSONS INVOLVED IN THE CONSTRUCTION OF THE PROJECT SHALL ATTEND A 'TAILGATE' SESSION INFORMING THEM OF THE BIOLOGICAL RESOURCE PROTECTION MEASURES THAT WILL BE IMPLEMENTED FOR THE PROJECT. THE ORIENTATION SHALL BE CONDUCTED BY A QUALIFIED BIOLOGIST AND SHALL INCLUDE INFORMATION REGARDING THE LIFE HISTORY OF THE PROTECTED SPECIES, REASONS FOR SPECIAL STATUS, A SUMMARY OF APPLICABLE ENVIRONMENTAL LAW, AND MEASURES INTENDED TO REDUCE IMPACTS. G) ALL FOOD, GARBAGE, AND PLASTIC SHALL BE DISPOSED OF IN CLOSED CONTAINERS AND REGULARLY REMOVED FROM THE SITE TO MINIMIZE ATTRACTING KIT FOX OR OTHER ANIMALS. 49.3 BECAUSE "TAKE"OF BLUNT -NOSED LEOPARD LIZARDS IS ALSO CURRENTLY PROHIBITED BY SECTION 5050 OF THE CALIFORNIA FISH AND GAME CODE, ADDITIONAL MITIGATIONS ARE NECESSARY IN ADDITION TO THOSE REQUIRED BY THE MBHCP. THE FOLLOWING MEASURES ARE RECOMMENDED TO COMPLY WITH THIS SECTION 5050: A) SURVEYS FOR BLUNT -NOSED LEOPARD LIZARDS SHALL BE CONDUCTED FOLLOWING CDFG PROTOCOLS. THESE SURVEYS SHOULD BE CONDUCTED BETWEEN APRIL 15 AND JUNE 30 UNDER THE SPECIFIED TIME AND TEMPERATURE CONDITIONS. THIS SURVEY IS NECESSARY TO DETERMINE THE CURRENT STATUS OF BLUNT -NOSED LEOPARD LIZARDS ON THE PROJECT SITE. B) IF BLUNT -NOSED LEOPARD LIZARDS ARE DETECTED, THE APPLICANT SHALL SUBMIT METHODS FOR COMPLIANCE WITH FISH AND GAME CODE SECTION 5050 TO CDFG FOR REVIEW AND APPROVAL. NOTE: STUDIES FOR BLUNT -NOSED LEOPARD LIZARD ARE VALID FOR ONE YEAR. RAPTOR NEST DISTURBANCE 49.4 PRIOR TO THE ISSUANCE OF A GRADING PERMIT, THE PROJECT APPLICANT SHALL COMPLY WITH THE FOLLOWING RAPTOR NEST MITIGATION: A) IF SITE GRADING IS PROPOSED DURING THE RAPTOR NESTING SEASON (FEBRUARY -SEPTEMBER), A FOCUSED SURVEY FOR RAPTOR NESTS SHALL BE CONDUCTED BY A QUALIFIED RAPTOR BIOLOGIST PRIOR TO GRADING ACTIVITIES IN ORDER TO IDENTIFY ACTIVE NESTS IN AREAS POTENTIALLY IMPACTED BY PROJECT IMPLEMENTATION. B) IF CONSTRUCTION IS PROPOSED TO TAKE PLACE DURING THE RAPTOR NESTING/ BREEDING SEASON (FEBRUARY- SEPTEMBER), NO CONSTRUCTION ACTIVITY SHALL TAKE PLACE WITHIN 500 FEET OF AN ACTIVE NEST UNTIL THE YOUNG HAVE FLEDGED (AS DETERMINED BY A QUALIFIED RAPTOR BIOLOGIST). ANY NESTS THAT MUST BE REMOVED AS A RESULT OF PROJECT IMPLEMENTATION SHALL BE REMOVED DURING THE NON -BREEDING SEASON (OCTOBER -JANUARY). C) PRECONSTRUCTION SURVEYS SHALL INCLUDE A SURVEY FOR BURROWING OWL. IF ACTIVE BURROWING OWL BURROWS ARE DETECTED OUTSIDE OF BREEDING SEASON (SEPTEMBER 1 THROUGH JANUARY 31), PASSIVE AND/OR ACTIVE RELOCATION EFFORTS MAY BE UNDERTAKEN IF APPROVED BY CDFG AND USFWS. IF ACTIVE BURROWING OWL BURROWS ARE DETECTED DURING BREEDING SEASON (FEBRUARY 1 THROUGH AUGUST 31), NO DISTURBANCE TO THESE BURROWS SHALL OCCUR WITHOUT OBTAINING APPROPRIATE PERMITTING THROUGH THE MIGRATORY BIRD TREATY ACT. 49.7 DURING CONSTRUCTION, SITE BOUNDARIES SHALL BE CLEARLY MARKED WITH FLAGGING, FENCING, OR OTHER SUITABLE MATERIAL TO PREVENT CONSTRUCTION EQUIPMENT AND VEHICLES FROM IMPACTING ADJACENT HABITAT AREAS POTENTIALLY OCCUPIED BY SPECIAL STATUS SPECIES. 50. ARCHAEOLOGICAL/HISTORICAL: IF CULTURAL RESOURCES ARE UNEARTHED DURING CONSTRUCTION ACTIVITIES, ALL WORK SHALL BE HALTED IN THE AREA OF THE FIND. A QUALIFIED ARCHAEOLOGIST SHALL BE CALLED IN TO EVALUATE THE FINDINGS AND RECOMMEND ANY NECESSARY MITIGATION MEASURES. PROOF OF COMPLIANCE WITH ANY RECOMMENDATIONS RESULTING FROM SUCH EVALUATION, IF REQUIRED, SHALL BE SUBMITTED TO THE SOUTHERN SAN JOAQUIN VALLEY ARCHAEOLOGICAL INFORMATION CENTER (AIC) AT CALIFORNIA STATE UNIVERSITY, BAKERSFIELD, AND TO THE CITY OF BAKERSFIELD DEVELOPMENT SERVICES DEPARTMENT. BASS OF BEARINGS: o» CONDITION OF APPROVAL NOTES 1CONTINUE COMPLETION OF THE PROGRAM TO MITIGATE IMPACTS ON PALEONTOLOGICAL RESOURCES. 29. MAX. 5' N a 5 2% MAX. � 00PAD 29 2% 29 12" 2% PAD �. SPECIAL NOTES SIDEWALK SIDEWALK " 24—HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION (2 7. MA X. (2q MAX.) SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 6" CURB & GUTTER ROUGH GRADE LINE 6" CURB & GUTTER COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/'CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. AN OPEN SPACE PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK STOCKHOLM PLACE, TRAFFORD PLACE PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED AND TORIN COURT INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THERIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. SECTION F—F — PRIVATE STREET — NOT TO SCALE THE UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444) R/W R/W THE LANDSCAPED AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR PROPOSED MASONRY 60' THOSE AREAS OVER 2%. BLOCK WALL 30' 30' IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE 10' 20' 20' 10' OF INTENT- (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH PAD 1 2► 2q MAX. CONSTRUCTION ACTIVITY (SWRCD ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 5' 04 � 5' 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY ,;._: 2q, 0p 12" 2% PAD CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN 21 MAX. '� 2% 22Z (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL 27. MIN. CONSTRUCTION HOURS. SIDEWALK (SIDEWALK ALL ITEMS WITHIN THE PUBLIC RIGHT OF WAY THAT (2q MAX) 29 MAX.) WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 51`115C338418 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL ARE DAMAGED OR DO NOT MEET THE CURRENT 6" CURB & GUTTER BOARD FOR THIS PROJECT. STANDARDS SET BY PUBLIC WORKS DEPARTMENT WILL ROUGH GRADE LINE 6" CURB & GUTTER REQUIRE REPAIRING OR UPGRADING TO THE SATISFACTION OF THE CITY ENGINEER. STOCKHOLM PLACE, TRAFFORD PLACE AND TORIN COURT SECTION G—G — PRIVATE STREET — NOT TO SCALE C THE SECTIONS SHOWN ABOVE ARE FOR REFERENCE PURPOSES AND THEY PROPERTY LINE MAY OR MAY NOT APPLY TO THIS TRACT HOWEVER THEY ARE A CORRECT PROPERTY LINE cor No. REPRESENTATION OF ADJACENT AREAS THAT ARE BEING OR WILL BE GRADED. TOP/TOE OF SLOPE PER PLAN N, Qo�� 5' MIN. 20' MIN. 5' MIN. z PROPERTY LINE 1 F.LOPEN SPACE LOTF.L. 12" W 15' Typ. N 10' MIN.) 3 MIN. F. L. z ' ENC � ENC F.L. � - 5 MIN. TOP/TOE OF SLOPE PER PLAN z 2 MIN. 3 MIN. -� C J 2 MIN. 5MIN o ZE * 29MiN. MAX*m w 3' MIN. F. L. 12 W C) 2:1 F.F. ELEV. to 00 J ENC F.L. 3' MIN. A APAD ELEV. B PAD PAD a PAD R 2%M m \ " \ 0p *2.-1 MAX.* (o 00 2:1 MAX. 2:1 MAX. \\ \ G F F ELEV 11 PAD ? PEDESTRIAN ` � 2� MIN/20i 29 MIN./209' MAX. SIDEWALK ■ N cv *EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 1%2:1 SECTION H—H THE BEARING OF 1'489 24 09 W SHOWN FOR THE CENTERLINE OF 1 02/16 REVISED LOT NUMBERS OF PHASES 6 & 13 PALADINO DRIVE AS SHOWN ON PARCEL MAP NO. 11013, RECORDED IN BOOK 53, PAGES 130 THROUGH 146, INCLUSIVE OF PARCEL MAPS IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. BENCH MARK BRONZE CAP IN 9" CONCRETE PAD 14.5' N.W. OF STREET SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENE PLACE. U.S.G.S. Y-292, ELEV. 540.247 NO. DATE REVISIONS *EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 1%2:1 SECTION B—B DRAWN BY: AO DESIGNED BY- AO ENGR. APPROV. DATE CHECKED BY: BE B.S.L. g � N SIDEWALK. a CURB FACE a c G' DIRECTION OF FLOW PROPERTY LINE TOP OF BERM SHOWN SOUTH /WEST PREPARED BY: NORTH /EASTR/W 51. PALEONTOLOGICAL RESOURCES: 15' HUNSAKER & R/W DETAIL HEREON.2 PROPOSED MASONRY MIN. 75' (SECTION D -D) EN 51.1 A PALEONTOLOGICAL MONITORING PROGRAM THAT INCLUDES THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO REDUCE BLOCK WALL m rri PLANNING ENGINEERING ■ SURVEYING Three Hughes Irvine, CA 92618 • PH: (949) 583-1010 FX: (949) 583-0759 POTENTIAL IMPACTS ON THE SHARKTOOTH HILL BONEBED. 31 44' DATE 11 ' 20' 20' 24' A) PRIOR TO GRADING, A PALEONTOLOGIST SHALL BE RETAINED, ATTEND A PRE -GRADING MEETING, AND SET FORTH THE PROCEDURES PAD 2 L z /L 2:1 MAX. 27. MAX. TO BE FOLLOWED DURING THE MONITORING PROGRAM. EXP. 3/31/16 B) ONE PALEONTOLOGICAL MONITOR THAT IS TRAINED AND EQUIPPED TO ALLOW RAPID REMOVAL OF FOSSILS WITH MINIMAL =°= -27, 2:1 MAX. ?% 2Z 2% PAD CONSTRUCTION DELAY IS EXPECTED TO BE SUFFICIENT. FULL-TIME MONITORING OF THE PORTIONS OF THE PROJECT SITE THAT HAVE 29 MIN. \ EARTH -DISTURBING ACTIVITIES AT ELEVATIONS BETWEEN 600 FEET AND 700 FEET SHALL BE PROVIDED. SIDEWALK 7(29. MEANDERING C) IF FOSSILS ARE FOUND WITHIN AN AREA BEING CLEARED OR GRADED, EARTH -DISTURBING ACTIVITIES SHALL BE DIVERTED 29 MAX.) ( 00 SIDEWALK MAX.) ELSEWHERE UNTIL THE MONITOR HAS COMPLETED SALVAGE OF THE FOSSILS. IF CONSTRUCTION PERSONNEL MAKE THE DISCOVERY, 6" CURB & GUTTER 6" CURB & GUTTER THE GRADING CONTRACTOR SHALL IMMEDIATELY DIVERT CONSTRUCTION AND CALL THE MONITOR TO THE SITE. MAJOR SALVAGE TIME TOSCANA DRIVE, SHELBURNE DRIVE MAY BE SHORTENED BY GRADING CONTRACTOR'S ASSISTANCE (E.G., REMOVAL OF OVERBURDEN, LIFTING AND REMOVING LARGE AND HEAVY FOSSILS). SECTION E—E —PRIVATE STREET —NOT TO SCALE D) THE PROJECT PALEONTOLOGIST SHALL PREPARE, IDENTIFY, AND CURATE ALL RECOVERED FOSSILS. UPON COMPLETION OF GRADING, R/W R/W THE PROJECT PALEONTOLOGIST SHALL PREPARE A SUMMARY REPORT DOCUMENTING MITIGATION AND RESULTS, WITH ITEMIZED 60' INVENTORY OF COLLECTED SPECIMENS. THE PALEONTOLOGIST SHALL SUBMIT THE REPORT TO THE CITY OF BAKERSFIELD, DESIGNATION 30' 30' DEPOSITORY, AND ANY OTHER APPROPRIATE AGENCY, AND TRANSFER FOSSIL COLLECTION TO A DEPOSITORY WITHIN THE CITY OF BAKERSFIELD OR COUNTY OF KERN. THE SUMMARY REPORT SHALL BE SUBMITTED TO THE CITY. THIS SUBMITTAL WILL SIGNIFY 10' 20' 20' 10' COMPLETION OF THE PROGRAM TO MITIGATE IMPACTS ON PALEONTOLOGICAL RESOURCES. 29. MAX. 5' N a 5 2% MAX. � 00PAD 29 2% 29 12" 2% PAD �. SPECIAL NOTES SIDEWALK SIDEWALK " 24—HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION (2 7. MA X. (2q MAX.) SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 6" CURB & GUTTER ROUGH GRADE LINE 6" CURB & GUTTER COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/'CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. AN OPEN SPACE PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK STOCKHOLM PLACE, TRAFFORD PLACE PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED AND TORIN COURT INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THERIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. SECTION F—F — PRIVATE STREET — NOT TO SCALE THE UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444) R/W R/W THE LANDSCAPED AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR PROPOSED MASONRY 60' THOSE AREAS OVER 2%. BLOCK WALL 30' 30' IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE 10' 20' 20' 10' OF INTENT- (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH PAD 1 2► 2q MAX. CONSTRUCTION ACTIVITY (SWRCD ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 5' 04 � 5' 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY ,;._: 2q, 0p 12" 2% PAD CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN 21 MAX. '� 2% 22Z (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL 27. MIN. CONSTRUCTION HOURS. SIDEWALK (SIDEWALK ALL ITEMS WITHIN THE PUBLIC RIGHT OF WAY THAT (2q MAX) 29 MAX.) WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 51`115C338418 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL ARE DAMAGED OR DO NOT MEET THE CURRENT 6" CURB & GUTTER BOARD FOR THIS PROJECT. STANDARDS SET BY PUBLIC WORKS DEPARTMENT WILL ROUGH GRADE LINE 6" CURB & GUTTER REQUIRE REPAIRING OR UPGRADING TO THE SATISFACTION OF THE CITY ENGINEER. STOCKHOLM PLACE, TRAFFORD PLACE AND TORIN COURT SECTION G—G — PRIVATE STREET — NOT TO SCALE C THE SECTIONS SHOWN ABOVE ARE FOR REFERENCE PURPOSES AND THEY PROPERTY LINE MAY OR MAY NOT APPLY TO THIS TRACT HOWEVER THEY ARE A CORRECT PROPERTY LINE cor No. REPRESENTATION OF ADJACENT AREAS THAT ARE BEING OR WILL BE GRADED. TOP/TOE OF SLOPE PER PLAN N, Qo�� 5' MIN. 20' MIN. 5' MIN. z PROPERTY LINE 1 F.LOPEN SPACE LOTF.L. 12" W 15' Typ. N 10' MIN.) 3 MIN. F. L. z ' ENC � ENC F.L. � - 5 MIN. TOP/TOE OF SLOPE PER PLAN z 2 MIN. 3 MIN. -� C J 2 MIN. 5MIN o ZE * 29MiN. MAX*m w 3' MIN. F. L. 12 W C) 2:1 F.F. ELEV. to 00 J ENC F.L. 3' MIN. A APAD ELEV. B PAD PAD a PAD R 2%M m \ " \ 0p *2.-1 MAX.* (o 00 2:1 MAX. 2:1 MAX. \\ \ G F F ELEV 11 PAD ? PEDESTRIAN ` � 2� MIN/20i 29 MIN./209' MAX. SIDEWALK ■ N cv *EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 1%2:1 SECTION H—H THE BEARING OF 1'489 24 09 W SHOWN FOR THE CENTERLINE OF 1 02/16 REVISED LOT NUMBERS OF PHASES 6 & 13 PALADINO DRIVE AS SHOWN ON PARCEL MAP NO. 11013, RECORDED IN BOOK 53, PAGES 130 THROUGH 146, INCLUSIVE OF PARCEL MAPS IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. BENCH MARK BRONZE CAP IN 9" CONCRETE PAD 14.5' N.W. OF STREET SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENE PLACE. U.S.G.S. Y-292, ELEV. 540.247 NO. DATE REVISIONS *EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 1%2:1 SECTION B—B DRAWN BY: AO DESIGNED BY- AO ENGR. APPROV. DATE CHECKED BY: BE B.S.L. g � N SIDEWALK. a CURB FACE a c G' DIRECTION OF FLOW PROPERTY LINE TOP OF BERM SHOWN PREPARED BY: Z PER PLAN. SEE TYPICAL 15' HUNSAKER & ASSOCIATES DETAIL HEREON.2 F.L. 10 MIN. o (SECTION D -D) EN w N0. 42038 m rri PLANNING ENGINEERING ■ SURVEYING Three Hughes Irvine, CA 92618 • PH: (949) 583-1010 FX: (949) 583-0759 Exp. 3/31716 m DATE 3/14 Cl I\ TOP OF SLOPE F\PK L z /L 2:1 MAX. PHILIP PAD EXP. 3/31/16 2q MIN. \ 29 M/N.%20q MAX. 27. MIN 157. MAX. 00 SECTION C—C PAD 27. MIN/201w. MAX. Z N N A *EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 1112:1 SECTION A—A REAR PROPERTY LINE TOP OF BERM SHOWN PER PLAN 2' 3' BENCH TOP OF SLOPE AFTER REMOVAL OF BERM N 2:1 MAX. SLOPE 1 PAD x SECTION "D—D" TYPICAL REARYARD GRADING WDID# 5F15C338418 — RISK LEVEL 1 TRACT NO. 6444, PHASE 6 PROJEXT N0. ROUG14 GRADING PLAN PERMIT N0. 814-40000078 SHEET 2 CITY RECORDS NO. - OF 5 PREPARED BY: Q�oFESSION '0p D. °o�qFy HUNSAKER & ASSOCIATES I R V I N E , I N C DATE 3/14 w N0. 42038 m rri PLANNING ENGINEERING ■ SURVEYING Three Hughes Irvine, CA 92618 • PH: (949) 583-1010 FX: (949) 583-0759 Exp. 3/31716 DATE 3/14 Cl I\ 0 F\PK . z /L 3 4 PHILIP D. DOWTY E. 42038 EXP. 3/31/16 PAD 27. MIN/201w. MAX. Z N N A *EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 1112:1 SECTION A—A REAR PROPERTY LINE TOP OF BERM SHOWN PER PLAN 2' 3' BENCH TOP OF SLOPE AFTER REMOVAL OF BERM N 2:1 MAX. SLOPE 1 PAD x SECTION "D—D" TYPICAL REARYARD GRADING WDID# 5F15C338418 — RISK LEVEL 1 TRACT NO. 6444, PHASE 6 PROJEXT N0. ROUG14 GRADING PLAN PERMIT N0. 814-40000078 SHEET 2 CITY RECORDS NO. - OF 5 1. \ " ' " " ' , � " - ...... � I � .1 I � I IK I I 11 ..7 1 11 . � � . � 11 1� t i !/1"P I : � ' - , '�' "" \/ "-' '." " . I I " 14 I I I ' " "', " I . 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'o �: .�' V I / - ';� I � . " \ I 11 I �' " I . e 11 I " - " " I - '�' , ��" �� � l I "I � I � � : I � wl 1� - �� , � � '.. , ,,, 11 � / e I l' 1/1 " --6 - \ " , -, , - �--- - -v -Z (_) , I �" �' l � '' " �'� I U v, ing / � I I V-111, ' 1, ' ��'- Z.. I I - / , I - / ,��"' w, � , \'�", I -fl, I , -'..' - � --: - - - ---'� '\'f�' � x , , 0. 2 / , I : \ / ! :i � I � �\ -, "I , �"'---- " '� � � / , 01 1 i i 4 . ....... - -- , : .. .... : , � "I � I \ " "11,111 ,,, , " ' ; 1, " ",I -`1 , / x / '2' � �\ \ I , �' "I I, \ '---'�' " I / I � . . : I � l��� I � I � \ I I 11 " "- '�"'--' , I I I I � I I ; .� � ' " ' � 11 � t ' , :" I '� , �'. I , I I '1/ I 11 �'� -'Af" '�-�01 � , CL C) --- 11D# / U16G338418 -'-"'RISK LEVEL I �D Q ,�� 02116 REVISED LOT NUMBERS OF PHASES 6 & 13 PROJECT NO. Z I OFESS/0 PREPARED BY: TRACT NO. 6444 x ES '�)'? ? D. I/ .9 PHA SE 6 i� I \ HUNSAKER & ASSOCIATES PERMIT NO. 0 .. 20 10 0 210 40 . A, q - I N C . B14-40000078 ;z c z lr_�I i-=-� �? z ROUGH GRADING PLAN ' 01) � -- I DATE 0 PLANNING m ENGINEERING a SURVEYING N - GRAPHIC SCALE: 1"=20' DRAWN BY: AO 3/14 ul NO. 42038 rrrrl' Three Hughes - Irvine, CA 92618 - PH: (949) 583-1010 - FX: (949) 583-0759 SHEEr �;I- 0� Exp. 3/31/16 ;o C�o DATE �p I . I ) \ r -y') 3 -c-0 DESIGNED BY: AD 3/14 Cl 11, Lr) . DATE 0 LkV I - ,..,:, a." "d (Z /((o I �:� I NO. I � � I ENGR. I APPROV. I D PHILIP 6."DOWTY R.0 42038 Eb. 3'/31/16 - -----] OF --- DATE REVISIONS BE 3/14 C1rff RECORDS NO. - (3 - 61 5 6 c) PLOTTED BY: Ben Etemadi DATE: Feb. 12, 2016 11:55:47 AM FILE: F:\0679\Engineering\TR-6444-6\Grd C)U)h\SH-TW,,dmg �� cr- - - , '-� �' - � 1, I U , , I � �t I t I � If -)'64 . - Ac--(;0�1 - - I � In SOILS ENGINEERING, INC. PftEL1M1NARYSO1ZS11VVMT[VAT108 Flle Nv es -11231 Tract 6444, SE Corner Patadbro Or & Vineland St Jan t"9, 2005 &kqVWd CA Page 7 RECOMMENDATIONS I. EARTHWORK Guide Specifications ForEarthworkeire attached lnAppendix Aforgeneral guidance in preparing site grading plans. Where the earthwork specifications -differ from the spatial provisjohalgiven in this report, the special provisions shall apply. 1. compaction Unless otherwise specified herain, the terms, "Compaction," or "Compacted," wherever used or implied Within this report should be. interpreted ar, compaction to 90 percent of the maximum density obtainable by ASTM Test Method 1557, Method A a. 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 Ptiorto soil compaction, exiatkng,ground surfaces should bestripped of surface vegetation. Astripping depth of one I inch should be adequate, In noinstaince should material which has been stripped be. used As engineered filter blended with and compacted in -original ground, 10. Ground Surface Preparation Earthwork shall consist of the following operations,, Stripping; Ground Surface Compaction; • Fill Placement, Importing Fill Materials; Placing and compacting fill materials; Excavating and replacing or upgrading expansive soils; 4>-2 0S SOILS ENGINKRING,INC, In SOILS ENGINEERING, INC. PRELIM11VARYSOILS INVESTWATION File Na. 0541211 Pact 6444, SC Comer Pak4ino Dr A Vhrefand St June 9, 2005 Bakersfidd, CA pato E. Ground Surface Preparation After the site has been stripped, and prior to placing engineered fig, the exposed existing ground should be compacted. The depth of compaction shall be a minimum of two (2) feet unless otherwise directed by the Geotechnical Engineer or his representative in the fielct and shall be based on his review -of sod's exposed at the excavation bottoms. Areas 011ie site on each side of drainages are expected to require the deepest excavation and compsictionto remove loose Wluvial soils that have, collected in the bottoms of drainages. In areas of the :sfte where puts exceeds two (2)feet below existing ground, compaction of the near surface soils shall consist of the top one (1) foot -of exposed soil. F. Excavating or Upgrading Expansive Soft or Foundation Design For Expensive Wis. Earthwork operations can be expected to encounter expensive soils Wfth expansion indexes in the range of low to high. This Wide variation in expansion potential suggests that lots be subdivided into groups and identified by expansion potential - Foundation design and / or subgrade preparation schemes should be developed for each group. We suggest the -following grouping: TABLE A FOUNDATION PREPARATION SC14EDULE E!panslon index Grow e Foundation Alternative 0 tww A Poo -Tensioned Slab Type t 50 to 90 B Post -Tensioned Slab Type If We recommend thata foundation design or-subgrade preparation scheme be prepared for each group. Mass grading of the site is expected to result in a homogenous blend of all of the above categories of material where foundations are to `rest on compacted fill. On the other hand, Cut sections may expose soils comprising one or more of the above soil classifications. After the completion of site rough grading, additional expansion index tests shall be performed. Testing should be combined With a visual review of materials exposed on the lots and shallow borings, 7 feet maximum depth, to classify the materials. The lots should then be grouped as shown above. CQV4 SOILS tNGINEMING, INC SOILS ENGINEERING, INC. PJWL1AfflVA"S01LS 17VVWIGATION Fitt Nv, 65-11211 TMd 6444, SE Corner PaladW Dr* PIIIeland Af AIW9, AV$ Bakersfield , CA Pale # G. Retaining Wall Back -fill Retaining watts should be backfilled with free -draining soil consisting of clean sand or silty -sand with less than 10% passing the i200 US Standard Sieve. Al backfill shall be compacted to 90% of the density, standard referenced above. Retaining walls shall biV furnished With gravel drains consisting of 314 inch gravel and 4 Inch diameter perforated pipe. Drain materials shall be have minimum cross-sectional area of 9 square fee. Pipes shall be graded to dtalh. H. Review of Excavation .bottoms Excavation and compaction of existing soils in cut areas are designed to provide a minimum thickness of two ) feet of compacted below , ow the bottom of proposed slabs. Prior to , placement of backfill, excavation bottoms should be reviewed and tested in accordance with the following procedures-, I In -plats density tests shall be performed. 'The results of these tests, shall be compared with the results of -tube density determinations made .during the Preliminary Soils Investigation in materials determined to be st4bL,- by laboratory testing procedures. 2. Where test results indicate. lowerclensitips than those described above, excavation shaft be made deeper stditeol6d by the Geotechnical Engineer's representative on the site. 1 At least two expansion index tests should be taken for each building pad to determine soil expansion potential, The results of expansion index tests shall be used to categorize each lot for use With the 'FOUNDATION PREPARATION SCHEDULE.' 4, The Geotechnical Engineer's representative shall be notified sit least one, (1) working day in advance of placement cif engineered fill on any excavation bottom. Pavement Areasv: Ground surfaces to receive, concrete driveway and bituminous pavements should be scaffed and compacted to a minimum depth Of 12 inches below the grading plane in cut areasorto"12inches-in areas to receive fill. Engineered fill placed inproposed pavement areas should conform to the, requirements of Section 5.4, "Placing, Spreading and Compacting Filrl Materials," of Appendix A, 0, 2665 SOILS ENGINKUM, INC, In SAILS !ENGINEERING. INC. PRELIM17VARYSOILS INMTIGA77ON Put NO.041231 Tract 6444, SE Coro& Patadino Dr A VkdafteSt June t 200 Bakersfield, CA Pagr 14 Compaction in proposed pavement areas should be a, minimum of 96 percent of the maximum density as obtained by ASTM Test Method DI 567, Method A, and should extend to, a minimum of two feet beyond the outside, edges of pavements. Utility Lines: Backfill for utility lines traversing areas proposed for facilities, pavements, concrete slabs - on -grade, or areas to receive engineer! "fill for future ,construction should, be compacted 0 accordance, with the same requirements for adjacent and/or overlying fill materials. Compaction should include haunch area, spring fine And from top of pipe to finished subgrade. The haunch area -up to one foot above the top of the pipe should be backfilled With "oohesionless" material. Cohesionless, native materials shall be used for trench and pipe of conduit backfill for backfill within the pipe -zone. The term "cohesionless," as used herein, is defined as Material which When dry, will flow readily in the haunch areas of the pipe Vench and which have less than 5% passing US Standard #200. Sieve. Pipe backfill materials should not contain rocks larger than two inches in, maximum dimension. Where adjacent native materials exposed on the trench bottoms contain protruding rock fragments larger than two inches in maximum -dimension, conduits and pipelines should be "laid om a bedding consisting of Sloan, c'obesionlesPl sand, (SP), in the Unified Soils Classification Systern. Compaction Requirements - where not otherwise specified in our plans or in these recommendations, the following compaction requirements are applicable to all electrical, gas orWater conduits. 45• W5 -soILS -JAYORNG" 10P. SOILS 'ENGINEERING. INC. PPXt1N11VARYS01ZS1NVZSTW4Tl!O1V File IV& 0-11231 Tract 6"4, SE Corner PaiadmhaDr & Vineland Sir Arne 9, 2445 CA Page 11 I, Engineered fill Earth materials obtained on site and classified SM, SP, SW and SC and CL, with expansion indices <20, are acceptable for use as engineered fill provided that all grasses, Weeds and, other deleterious debris are first removed and provided that foundations, slabs; an4 pavement are designed to resist the effects of expansive soils utilizing one of the, procedures details above in Paragraph F. Engineered fill materials should be placed in thin layers (less than teninches un -compacted '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, Method A, "Placing, Spreading and Compacting Fill Materials,"in, Appendix A iia pavement areas compaction should, be to a minimum of 95% of the maximum density obtainable by ASTM Test Method DI557 to a depth of 12 2 inches below the grading plane, J. imported fill If .it necessary to import materials from offsite tocomplete-site grading, imported soils should consist of essentially gr anular sands with low expansion potential and free of grasses, weeds, debris, rocks larger than six inches in maximum dimension, and soluble sulfates In excess of 200 parts per million. Imported fill should contain sufficient silt and clay binder to tender,themi stable in footing trenches and capable of maintaining specified elevation tolerance&-during,paving operations. Imported soft to be used as engineered fill should also meet the following gradation and quality criteria: Maximum Percent Passing #200 Sieve ........... .............. 60 Maximum Liquid Limit ..................... — .40 Maximum Plasticity Index ... .......... I ..... I., ... . . .. ..14 Minimum R-Malue, .......... ............. ......... — - - - - W Maximum ExpanWwn Index (Table 18-A-1-13 UBC, 1097)- . 10 K. Benching V Earthwork operations performed on sloping ground should be benched whenever slope, gradients exceed five horizontal to one vertical, SendTwidths should accommodate the equipmentused. The minimum depth of each bench belowonginal ground surface should be equal to the over -excavation depth, 'k as specified in Section L Paragraph D, 'Ground �4 Surface Compaction." O -W SOILS VVq"Q. INC. TABLES SOILS ENGINEERING, INC. SOILS ENGINEERING, INC. COMPACTION DEPTH Residential I ft Above Top Haunch to I ft SOILS ENGINEERING, INC. Area Above TOP Of Pipet* rr wow I 'Finished Grande to a pe f Pi Finished Grade Finished S u(bumde Residential Structures 90% 90% 900/6 Pavements Tweir 6444, SE Corner Pialadino Dy & Vineland SW jam 9" 2005 Trad 6444, -SE Comer PakdIne Di-,* Vhtdand St .lune 9,205 -1 t Non -Structural 90% 90% 90% 45• W5 -soILS -JAYORNG" 10P. SOILS 'ENGINEERING. INC. PPXt1N11VARYS01ZS1NVZSTW4Tl!O1V File IV& 0-11231 Tract 6"4, SE Corner PaiadmhaDr & Vineland Sir Arne 9, 2445 CA Page 11 I, Engineered fill Earth materials obtained on site and classified SM, SP, SW and SC and CL, with expansion indices <20, are acceptable for use as engineered fill provided that all grasses, Weeds and, other deleterious debris are first removed and provided that foundations, slabs; an4 pavement are designed to resist the effects of expansive soils utilizing one of the, procedures details above in Paragraph F. Engineered fill materials should be placed in thin layers (less than teninches un -compacted '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, Method A, "Placing, Spreading and Compacting Fill Materials,"in, Appendix A iia pavement areas compaction should, be to a minimum of 95% of the maximum density obtainable by ASTM Test Method DI557 to a depth of 12 2 inches below the grading plane, J. imported fill If .it necessary to import materials from offsite tocomplete-site grading, imported soils should consist of essentially gr anular sands with low expansion potential and free of grasses, weeds, debris, rocks larger than six inches in maximum dimension, and soluble sulfates In excess of 200 parts per million. Imported fill should contain sufficient silt and clay binder to tender,themi stable in footing trenches and capable of maintaining specified elevation tolerance&-during,paving operations. Imported soft to be used as engineered fill should also meet the following gradation and quality criteria: Maximum Percent Passing #200 Sieve ........... .............. 60 Maximum Liquid Limit ..................... — .40 Maximum Plasticity Index ... .......... I ..... I., ... . . .. ..14 Minimum R-Malue, .......... ............. ......... — - - - - W Maximum ExpanWwn Index (Table 18-A-1-13 UBC, 1097)- . 10 K. Benching V Earthwork operations performed on sloping ground should be benched whenever slope, gradients exceed five horizontal to one vertical, SendTwidths should accommodate the equipmentused. The minimum depth of each bench belowonginal ground surface should be equal to the over -excavation depth, 'k as specified in Section L Paragraph D, 'Ground �4 Surface Compaction." O -W SOILS VVq"Q. INC. TABLE a LIMITS OF EARTHWORK SOILS ENGINEERING, INC. SOILS ENGINEERING, INC. SOILS ENGINEERING, INC. Residential SOILS ENGINEERING, INC. SOILS ENGINEERING, INC. 2.4 snorted Material Including1solated canopy, columm, Review of Earthwork Operations contiguous e)denor cotumns, atcr PROLIMINAR YS01t$ INMTIGA rION File No. 0541.231 AREL[MJNARVS01LSINMT1VATT0Ar Ffie,Ao. 6541,131 PRELZM1NARYSO1LS11VVENr1GA7VN File NO.0511237 jaw 911 PRELIMINAAYSOILS INVESTIGA tION File N& 05-11231 PRELININAR Y SOILS INVESTIGATION Fiid Nv. 0311231 Tweir 6444, SE Corner Pialadino Dy & Vineland SW jam 9" 2005 Trad 6444, -SE Comer PakdIne Di-,* Vhtdand St .lune 9,205 -1 Tract 6444, SE Corner Paladin Dr & Vineland St CA EsLe A-2 Pact 6444, SE Corner Paladhw Dr A Vineland St /ane P, 20#5 Tract 6444, SEComer Pafadlha Or& Vineland & June 9 26vs Bakers CA ft&MLIdd CA AL*Mftd, 11a kmftdd CA Paye 12 Baku C4 Eyetd - Over -excavation 2 limes "A" where "A" is the 2. PEFINITION4 zone or sub -cut Al. LIMITATIONS, OBSERVATIONS A14D TESTING The most prevalent secondary cause for foundation failure W Inadequate implementation of APPENDIX A 2* L. $lope Construction performancioI, of earthwork on this project, except from liability incurred GqoteOnical recommendations - during the formulation of foundation designs. andgradingi plans. 2.1 E&Magom geologist of record is changed during grading the work shall be Conclusions and recommendations in this report are given for Tract 6444 at the southeast oomer The error in a foundation design or an omission of a key element from a grading plan occurs most GENERAL GUIDE SPECIFICATIONS FOR EARTHWORK testing during the earthwork phase of the project. Projects rare y reach completion without some Fill slopes should be constructed no steeper than two horizontal to one vertical (2:1). of Paledino Drive & Vineland Street, in Bakersfield,, Califorriia, and are based on the following: often at a result of inadequate communication between the various proodoo,11sultants and — When 141 Excavation shall be defined within the content, of these specifications as,, their resp dby i qnsib %tith rTthearea of technical competence for a change in consultants occurs, --improper transfer of authority and responsibilite. earth material excavated for the purpose of constructing fill embankment; Site-specific slopes may be made steeper provided that sections and details showing the 2. The information retrieved from twenty (20) exploratory borings drilled at the r It is imperative; therefore, that any revisions to the project scope, any change in structural detail, 1. GENERAL shown on project plans; -graidingthe Site to elevations s -or placing underground plan and profile views and lin its of the earthwork, signed and seated by the Geotechnical subject site to a maximum depth of 16 feet below the existing ground or change in -consultant, be brought -to the attention of Soils Engineering, Inc, to allow for timely es res.' pipelines, conduits, or other subsurface utifili or rhino( structu ,Engineer, are submitted and approved prior to "the start of the work. surface.. review and revision of recommendations and for an orderly transfer of responsibility and approval. Fill slope construction on sloping ground shall be su*4 to benching requirements in b. Our laboratory testing program results. It Is the responsibility of the owner or his representative to ensure, that a representative of our firm 1.1 Ogg -be made true to the lines shown on project plans and to Excavations shall a within plus or minus one-tenth (0.1) of -a foot of grades shown on the accordance with "Benching,* described above. is present at all times during earthwork operations r.elating to site preparation and grading, so that These opacifications and plans in -elude all earthwqrk pertaining to aft rough accepted site grading plans. c. Our engineering analysis'based on the information ;defined in this report. relative compaction tests can be performed, earthwetkoperations caftboobstrved and compliance grading including, but not limited to furnishing all labor and equipment M. Drainage. d., Our experience in the Kern County area, with the recommendations provided herein can be established. rippin -g tion of ground necessary for clearing and grubbing; stripping; , prepara 2'.2 Engineered Fill, 'Finished grouridgrades adjacent to the proposed buildings should be sloped to provide This engineering report has boon prepared Within the limits, prescribed to us by the client or his surfaces to receive fill, excavation; placement and compaction of structural positive free drainage away from the foundations. No areas should be constructed that re presentative, in accordance with the generAllyaccepted principles and practices of Geolechnical tspo and non-structural flit, disposal of excess Materials and products of clearing, Engineered fill shall be construed within the body of these specifications as would" allow drainage generated on thesite, or water impinging upon the site from outside Variations in -soil type, strength and consistency may exist between specific boring locations. engineering. No other warranty, expressed or implied, is included or intended in this report. grubbing, and stripping, and any, other Work- necessary to bring ground earth conforming to specifications provided in the soils orgeotechnical re ort P sources, to pond near footings and slabs or behind curbs. In areas where adverse surface These variations "may not become evident until after the start of -construction. If 'such variations elevations to the lines and grad show n on the project plans. placed to the grade of the site to backfill excavations, or to construct grades exist, area -drains or catchbasins and subsurface piping should be installed to appear', a re-evaluation of the soils test data arldrecommen ons. may be necessary. Respectfully submitted, asphaltic concrete or Portland cement concrete pavement, and upon which convey water to the adjacent street system. Unless a Geotechnical Engineer of this firm is afforded the opportunity, to review plans and SOILS ENGINEERING, INC. 1.2 ftiformiance: the Soils Engineer has, performed sufficient tests, and has made sufficient N. Canyon Sub -drains specifications, we accept no responsibility for compliance with design concepts or interpretations observation during placement and compaction- topriable him -to issue a. written statement confirming substantial conformance of the work, to project Areas where fills are to be Placed in sites occupied by drainages and .ravines, -canyon made by others with regard to foundation support, fill selection,- fill placement or other recommendations presented in this report, It shall be the responsibility of the Contractor to com-plete off earthwork in earthwork specifications. subdrains Will be required. Canyon sub -drains will consist- of 3/4 inch drain -rock wrapped accordance with project plans and specilipation No variance fro plans specifications. I rn - in geotextilefabric SUPAC, 4N or equal. the sub -drains shall have a cross-sectional area Changes in, conditions of the subject property ran occurWith time because of natural processes and specifications 'shall be permitted without written approval of the 'hit, 2.3- Qn:91te NA%rial equal tog square feet. tate orp, adjacent properties. Changes in applicable or the works of man on the subj on Engineer-of-Redord, hereinafter referred to as the "engineee or engineering. and construction standards can also occur as the result oflegislation or from the designated reipresentative, hereirtafter,referred to as the "$oils Engineer." material On-stle-material is earth material obtained in excavation made on the project broadening of knowledge. Accordingly, the finding of this report may, be invalidated, Wholly or to 1 11 * 1 1 . TABLE a LIMITS OF EARTHWORK STRUCTURE I'll PE COMPACTION LIMITS REFERENCE POINT Residential Outside Edge of E)derior Foplings Structures 2.4 snorted Material Including1solated canopy, columm, Review of Earthwork Operations contiguous e)denor cotumns, atcr Concrete Pavements Outside Edges of FlaNfork and Flatwork the course of earthwork operations on the project, including Safety -of all, placed as fill, Retaining Wall, 2' Ou,t-siqe Edges of Toe and Heel F6ofing 6 2.5 "CompApfion't or '!C2MRA9tW-` Engineered Fill '01 Toe of Engineered Fill Over -excavation 2 limes "A" where "A" is the Edge of Improvement footings, zone or sub -cut greatest depth of sub -cut. pavement,, slab, Swimming Pool I Spa 2* Edge of de(*Inq poor tv- the recommenceme $ 14 foundations. surfacing, or other specified layer, is placed. 0 2W SO(ISENGINIFIRM, INC, 0200S SOILSENGMEIAIMJNCK 0 MS SOILS ENGINEERING, INC, 5011SENGINEEMC5,INC. 0 2065 SOILS ENCANEE MG, INC, hek..1orcl 02116 1 REVISED LOT NUMBERS OF PHASES 6 & 13 DRAWN BY: DESIGNED BY: NO. I DATE I REVISIONS I ENGR. I APPROV. I DATE I CHECKED BY: LM, NO D z#MIA r i n Q-0 WDED# 5F15038418 RISK LEVEL I (D Q, PREPARED BYPROJECT NO. Z : X Of ESS / TRA CT NO. 6444PHASE 6 ., 1� D. 10 / PERMIT NO. HUNSAKER & ASSOCIATES B14-40000078 Q i I R V I N E I N C ROUGH GRADING PLAN DATEPLANNING ENGINEERING SURVEYING SHEET Ld NO 42038 m M AO 3/14 Exp3/31 /1 r, Three Hughes -Irvine, CA 92618 - PH: (949) 583-1010 FX: (949) 583-0759 CZ * DATE 4 00 AD 3/14 9T CIVIL 0 CAQC BE 3/IA DATE 14 PHILIP D'60WTY' R.C.E42038 EXP.'CITY RECORDS NO. 3/31/16 OF 5 C) o PLOTTED BY: Ben Etemadi DATE: Feb. 12, 2016 11:01:53 AM FILE: F:\0679\Engineering\TR-6444-6\Grd—Rough\SHT04.dwg f A - q rvo� FEB12 part, by changes beyond our control. Therefore, this report is subject to review and should not be reliedupon without review afters period of two years or after any modifications to the site, MatiarwWA 3114111 nut be considered W1 I IVIV&P %A a written Statement confirming, substant4l -compliance of earthwork, site. operations to these specifications and to prqlect -plans, 2.4 snorted Material Review of Earthwork Operations The Contractor shall assume sole responsibility forjobsits conditions during Imported materials are earth materials obtained off the4its, hauled in, and Review of earthwork operations relating to site clearing, ground stabilization, placement and compaction of fill materials, and finished grading is critical to the structural integrity of building the course of earthwork operations on the project, including Safety -of all, placed as fill, foundation and floor systems. While the preliminary Geotechnical investigation and report provide persons and preservation of all property; this requirement shO apply 2.5 "CompApfion't or '!C2MRA9tW-` guidelines which are used by the design team, i.e,, architects. grading engineers, structural continuously and not be limited to normal worldrig hours. The Contractor engineers, landscape engineers, etc., in completing their respective tasks, review of plans and site n review and testing .during earthwork operations vital adjuncts the completion of the 1997 Uniform Buil -ode, Section, $317, "Grading Inspection," -ding C to " " shall defend, indemnify, and hold harmless the Owners, Engineer, and Soils Engineer from any and all liability and clairils, real- or alleged, arising out of Wherever expressed or implied within the "context of these, specifications shall be interpreted as compaction to ninety (90) percent of the maximum Geotephnical engineer's tasks. paragraph M, Transfer of Responsibility as follows: "Ifthe civil engineer, the soils engineer, or the -engineering performancioI, of earthwork on this project, except from liability incurred density obtainable by ASTM Test,Method 0-1557(Melhod A), I quate The most prevalent cause of failureof astructure foundation system is lack of adequate review and geologist of record is changed during grading the work shall be through sole negligence of the Owner, Engineers, or Soils Engineers. testing during the earthwork phase of the project. Projects rare y reach completion without some stopped until the replacement has agreed in writing to accept 2.6 QED jog Plane: alteration being required such as may mutt from a change in subsurface conditions, an their resp dby i qnsib %tith rTthearea of technical competence for amendment in the size and scope of the project, a revision of the grading plaris or a variation in approval upon completion of the work. It shall be the duty of the to notify the building official In writing of such damage , basement material upon which the The Grading Plane is the surface of the structural details, Occasionally, oven minor changes can significantly affect the performance of r permittee -4 _J: - lowest I—r of subbase bat asphaltic or Portland cementconcrete,, poor tv- the recommenceme $ 14 foundations. surfacing, or other specified layer, is placed. 0 2W SO(ISENGINIFIRM, INC, 0200S SOILSENGMEIAIMJNCK 0 MS SOILS ENGINEERING, INC, 5011SENGINEEMC5,INC. 0 2065 SOILS ENCANEE MG, INC, hek..1orcl 02116 1 REVISED LOT NUMBERS OF PHASES 6 & 13 DRAWN BY: DESIGNED BY: NO. I DATE I REVISIONS I ENGR. I APPROV. I DATE I CHECKED BY: LM, NO D z#MIA r i n Q-0 WDED# 5F15038418 RISK LEVEL I (D Q, PREPARED BYPROJECT NO. Z : X Of ESS / TRA CT NO. 6444PHASE 6 ., 1� D. 10 / PERMIT NO. HUNSAKER & ASSOCIATES B14-40000078 Q i I R V I N E I N C ROUGH GRADING PLAN DATEPLANNING ENGINEERING SURVEYING SHEET Ld NO 42038 m M AO 3/14 Exp3/31 /1 r, Three Hughes -Irvine, CA 92618 - PH: (949) 583-1010 FX: (949) 583-0759 CZ * DATE 4 00 AD 3/14 9T CIVIL 0 CAQC BE 3/IA DATE 14 PHILIP D'60WTY' R.C.E42038 EXP.'CITY RECORDS NO. 3/31/16 OF 5 C) o PLOTTED BY: Ben Etemadi DATE: Feb. 12, 2016 11:01:53 AM FILE: F:\0679\Engineering\TR-6444-6\Grd—Rough\SHT04.dwg f A - q rvo� FEB12 SOILS, ENGINEERING, INC_ SOILS ENGINEERING. INC. SOILS. ENGINEERING, INC. SOILS ENGINEERING, INC. SOILS ENGINEERING, INC, PRELIM.INARYSOILS INMTIGATYON fileM60-11'231 Tract 64", SE Comer Pak&Wo Dr & Vtrrefead St Jkw 91,2W P8 EUMINA R Y SOIL S INYM TIGA TION McAV. 0-0-1 121t Trait" 6444,., SE Comer Psludito Dr A irhrelm4St June 912ws PRELIMINARYSOILS INVESTIGATION File No. 45-11231 TAW 6444, SE Corner Patadinv lar &. VhWandSt Jane 91:24+15 PRSUMIN.4RYSOILS ,CVVES GATCON F!%A&0-112.31 Trach 6444, SE Ginner Patadino Dr Viand St Ante 9, 2WS PIRRLIMIN AY SOILS INMT'IGATIOAr rite Na 45-IIUI I`+led 6444, SE Corner Paladins Or c& ft3rel"d St Jujw 9, 2##S Sak2 el CA Pa eA P eA 4 Bakers feld Cft aft &akersileld CA fi ee A-1 BakersjW C4 Page A4 Bek s ietd CA PageA, 4.1.4 Buried Utilities - such as sewer, water and gas lines or electrical 5.1,2 After the area to receive fill has been cleared and scarified, it shall be 11.4 Placing, Spreading. and CgInpap ri Fill ill M&tf at: material belowthe disturbed surface. When tests indicate the density of any layer of fill or portion thereofis below the required ninety (90) 3, SITIx Ct?N®tT IUNS conduits to remain in service shall be re-routed to pass no closer than four (4.0) feet to the outside edge of proposed exterior footings of moistened and compacted .to a depth of at least six (0,0) inches in accordance with specifications for compacting fill material in 5.4.1 The fill material shall be planed .in layers which, when compacted,, percent density, the particular layer orportion shall be re -worked until The Contractor shall visit the site, :prior to bid submittal, to determine existing scut structures., Lines to be abandoned shall be completely removed to a h paragrap 5.4, below. shall not +exceed six (6.0) inches in thickness. Each la shall be the required density has been obtained, and topographic conditions, and the nature of materials that may be encounter during the: course of -the work under this contract, and maize his own interpretation minimum depth of two (2,0) feet below finished building pad grade., Concrete Imes deeper than two (2.0)feet below finished building pad spreadevenly and .shall be thoroughly mixed during the spreading tq insure :uniformity of material in each layer. Increased thickness of 5.4.8 When the Soils Engineer specifies )percent,s to cher standards or of the contents of the Preliminary Sails" Report, as they pertain to said conditions rade and Navin diameters less Phan six 8,0 inches can be crushed g g { 3 5.2 Esratisars. layers may t5e approved bar the _Soils Engineer when conditions. with to percentages. other than ninety (gOj percent, such specification, wilt inplaced. warrant, respect to the particular items e these supersede specifications. The Contractor shall assume all liability under the contract for any lass sustained as a result of variations which may exist between specific soil boring locations car 4.1.5 Root System - shall complete) removed to a minimum depth of Y y �" 52:1 Excavations shalt be ctrl to elevations plus or minus 0.1 foot of the grades shown on #fie atxep#ed plans.. 3.4.2 All fills shall be laced in level layers. layers shall be oontinuous over P. Y Y 5,4.8 The fill operation shall be continued in six (6'.t)) inches =npacted. changed conditions resulting from natural or man-made circumstances occurring two {2.t}) feet below the bottoms cifthe-lowest proposed structure foot- the area `of any structural unit, and all portions of the 'fill shall be tayers, as specified above, until the fig has been brought to within 0.1 after the date of the Preliminary Field Investigations. ing car to two (2.4} feet below finished subgrade, whichever depth is 5,2.2 When excavated materials are to be used in engineered frit, the brought up sirriuttaneously within the area of oily structural unk, its foot, plus orminus of the finished slopes and grades, as shown on the accepted The finished surface of fill areas shall be graded or lower. Root systems deeper than theelevation indicated above shall be excavated to allow no roots larger than two (2.0) inches in excavation shall be made in a manner to produce as much mixing of the.excavated materials as practicable. When imported material is used, it must be placed so that thickness is -as uniform as possible within the area of any structural plans. bladed to a smooth and uniforrn surface and no loose material shall " 4. ;,tEARING ANIS GRUBBING diameter. unit be left -ext the surface. 4.1 Glear.ng and Grubbing 4.1.6 t resulting from clearing and grubbing or cavities, existing onlay 5:2.8 When excavations are to be backfilled, and where surfaces exposed excavation are to support structures or concrete floor stabs, the 5.4;3 When materials .are %a be excavated and replaced err a c+ npacted �.4. t0 fila fill material shall be placed, spread, or compacted white i is frozen. the site as a result of man-made or natural activity shall be backfilled exposed surfaces shall be, scarified, moistened and compacted,. as condition, segmented_, or leap -.frogging sof cut fill operation within the is or thawing or during unfavorable weather co€rditions. When Work is interrupted byweather conditions, fill operationsshall not be resumed Clearing and grubbing shall consist Of removing all debris such as metal, biodegradable with _earth materials laced and compacted in accordance with P P stated above for areas to receive fill. Over excavation betow specified :area of air structurat unit will not be permitted unless the method y p specifically described by the Soils Engineer. until Soils Engineer indicates that moisture content and density of broken concrete, trash, vegetation growth and other Sections 5.3 and 5A of these specifications. depths wilt not ellminate the requirement for exposed surface previously placed fill are satisfactory_ substances., from all areas to be graded. Existing obstructions below shall compaction_ be removed in accordance with the following procedures: 4.1.7 prfeseryadon liilartttmems. Canstructior�$tal�ssa Prgperty Coater SAA When the moisture content of fill material is below the lower limit stakes, or other temporary or -permanent horizontal carvertical control specified by the Soils Engineer; water shall .be added until the mois- 4.1,1 Staba and Pavements - Shall be completely removed. Asphaltic or reference points shall be the, responsibility of the contractor. Whefe5 3 Flit itAaterials: ture content is as specified; and when it is above the upper limit 5,5. Observatfona and T-gafto Portland cement, concrete fragments maybe used in engineered fills these markers are disturbed, they shall be replaced atthe contractors specified, the material shallbe aerated by blading or other satisfactory provided they are .broken down to a niaxirnuttt dimension of six (6. expense. 5,3;1 Materials obtained from on-site excavations will be considered rriethods until the moisture content is,as specified_ The foils Engineer shalt be provided with a X48 hour advance notice, in order Haat he maybe present at the site durir►g alk earthwork activities related to inches ern! thoroughly dispersed within a friable colt matrix Engi- neared fig containing said fragments should not be placed above the g P satisfactory for -construction of on-site engineered fills unless otherwise stated in the Soils Report or Foundation Investigation. If &4.5 After each layer has been ptaced, Mixed, and spread evenly, it shall excavation, Vee root removal, stripping, backfill; and compaction end filling `to elevation.of the bottom of the tow"tstructure footing. 5., SITE GRAE?1NG unexpected pockets of poor car weak m�rmaterials. are encountered iii be thorou hl compacted to not less than ninety W percent of g y � � maximum density in accordance with ASTM Density Test Method of the site and perform periodic compaction tests so that substantial conformance to these recommendations can be established, 4.1.2 Foundalftorts - existing at the time of grading shall be removed to a Site grading shall consist of excavation and placement of fills to lines and grades shown excavations, and they cannot be up -graded by mixing with other materials or by other means, they may be rejected .by the Soils D1557, Compaction shall be by equipment of such design that it wig depth not less than two (�.O feet below the bottom of the lowest on the project plans and in accordance with project specifications and recommendations Engineer for use in engineered fill. 'be able to compact the fill to specified density. When the .Soils structure footing. of the Preliminary Soils Report, whichever 'is more stringent. The following are Engineer specifies a specific .type of compaction equipment to be recommendations issued in this report. 5,3.2 When imported fill materials are necessary to bring the site up t4 used, such equipment shall be used as -specified. 4.1,3- Dosgments, Saone Tanks - burned concrete containers of similar planned grades, no material shall be imported priorto its approval and construction located .within areas destined to receive pavements, 6.1 Amwas to Receive Fill: acceptance by the Soils Engineer. 5..4:.5 Compaction of each layer shall be oontinuous over its entire area and .structures, or engineered fills should be completely removed and the equipment shall make sufficient trips to insure that the desired disposed of off the site, Basements, -septic tanks, etc., situated 6.1,1 Surfacer to receive fill shall be scarified to -a depth ofat least six �a.fii ' P ( � 5,3:3 The Soils Engineer shalt be elven notice of the proposal source of density has been obtained, � outside structures, or structural fill areas shall be, disposed of by inches, lir as recommended in this report, whichever is greater, until imported materials with adequate time allowancefor his testing of"the f P breaking an opening in bottoms to permit drainage, and by breaking the surface is free from ruts, hummocks or other uneven features proposed materials. The time required for testing will vary with 5.4.7 Field density tests shall be made by the Soils Engineer. The walls clown to not less than two "(2.0) feet below finished subgrade. which would tend to prevent uniform compaction by the equipment to different types of materials, job "conditions, and ultimate function of compaction of each layer of fill shall be subject to testing: Where be used, filled- areas. Under best conditions the time requirement will not be sheepsfoot rollers are used, the soil may be disturbed to a depth of less than 48 hours. several inches. tensity tests shall las taken in the .compacted 14 ..4 '0 2WS01i5 ENGINEE M, INC. '0 200S SOUSENGMERING, INC. 02005 SOILS ENCANEMUNG, INC 0 200S $OILS ENGl4 ERUNG INC '02WS WI S EKONEERING, INC,, I K'17) mecord Iia w i n WDID# 5F15038418 — RISK LEVEL 1 I 1vas a awvvswv acv• t — J PLOTTED BY: Ben Etemadi DATE: Feb. 12, 2016 11:03:25 AM FILE: F:\0679\Engineering\TR_6444-6\Grd_Rough\SHT05.dwg FEB n CL n 00 L o� NPDES NOTES: 1. CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMPS) FOR THE MANAGEMENT OF STORM WATER AND NON—STORMWATER DISCHARGES SHALL BE DOCUMENTED ON THE GRADING PLAN WHICH THEREBY BECOMES THE SITE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO RETAIN THE SWPPP ON THE JOBSITE THROUGHOUT THE TIME OF CONSTRUCTION. THE IMPLEMENTATION AND MAINTENANCE OF SITE BMPS IS REQUIRED TO MINIMIZE JOBSITE EROSION AND SEDIMENTATION. CERTAIN BMPS MAY BE REQUIRED TO REMAIN IN PLACE THROUGHOUT THE YEAR TO MINIMIZE EROSION AND SEDIMENTATION. ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO MAINTAIN THOSE BMPS THROUGHOUT THE TIME OF CONSTRUCTION. 2. EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES. 3. SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE TRANSPORT OF SOIL FROM THE CONSTRUCTION SITE. 4. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO THE EXTENT FEASIBLE. 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. 6. ONCE DISTURBED, SLOPES (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 21 DAYS. DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE. 7. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. 8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OTHER THAN STORMWATER (NON—STORMWATER DISCHARGES) ARE PROHIBITED, EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT, THE STATEWIDE GENERAL PERMIT—CONSTRUCTION ACTIVITY. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND SUPER—CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON—SITE PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 9. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. 10. APPROPRIATE BMPS FOR CONSTRUCTION—RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 11. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 12. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING NON—CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD. 13. BMPS SHALL BE MAINTAINED AT ALL TIMES. IN ADDITION, BMPS SHALL BE INSPECTED PRIOR TO PREDICTED STORM EVENTS AND FOLLOWING STORM EVENTS. 14. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. 15. 24 HOUR EMERGENCY NPDES CONTACT: FOR THE PERSON RESPONSIBLE FOR IMPLEMENTING, INSPECTING, AND REPORTING OF THE CONSTRUCTION SITE SWPPP. MME JOE MWN ADDRESS: 400 EXCHANGE. SUITE 200 IRVINE. CA 92602 PHONE (714) 368-4521 QSD WAS' U.0 50' MIN. TADD RANCHARD PHONE (951) 704-6943 PERMIT AREA n,l Call before you Ogg Avoid cutting underground utility lines. It's costly. Call OR 4 c V 1-800-227-2600 Al NO. 1"—J" COARSE AGGREGATE— FILTER FABRIC PERMIT AREA PROFILE TEMP WASH 14 � 15 PLACE PUBLIC RIGHT—OF—WAY PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE & PUBLIC RIGHT—OF—WAY PUBLIC RIGHT—OF—WAY TEMP. GRADED SUMP—___/ PLAN _ STABILIZED CONSTRUCTION ENTRANCE SPECIFICATIONS 1. THE MATERIAL FOR CONSTRUCTION OF THE PAD SHALL BE 1 TO 3 INCH COARSE AGGREGATE. 2. THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 8 INCHES. 3. THE WIDTH OF THE PAD SHALL NOT BE LESS THAN 30'. 4. THE LENGTH OF THE PAD SHALL BE AS REQUIRED, BUT NOT LESS THAN 50 FEET. 4. THE PAD AND SUMP AREA SHALL BE UNDERLAIN WITH FILTER FABRIC. VERTICAL- SPACIN01 MEASURED ALONG TH FACE OF THE SLOPE VARIES BETWEEN-,, 10' AND 20' TYPICAL �TA�BILIZED CONSTRUCTION ENTRANCE 09/079T1 vv5 C NOT TO SCALE nRECORD DRAWINGS" CORRECTED APPROVED OFESS I REVISION APPROVED DATE fu (4 -CjvjkPHILIP D. OWTY R.0 . 42038 DATE 9�F0 CAL, NOTE: INSTALL FIBER ROLL ALONG A LEVEL CONTOUR. ADJACENT ROLLS SHALL TIGHTLY ABUT FIBER ROLL BY BY BASIS OF BEARINGS BENCHMARK PREPARED BY <) I? O^ HUNSAKER &_ ASSOCIATES �p D 257 — 507 15' 0. C. > 507 10' 0. C. �o CO of po Z 3m DATE: THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF PALADINO DRIVE DRIVE BEING BRONZE CAP IN 9" CONCRETE; PAD 14.5' N.W. OF STREET SIGN i R V ( N E I N C j Q� CHECKED: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DA TE R.C.E. # 61069 EXPIRES: SCALE: F: 0679 ENG NEERING TR_6444-6 EXH_EROSION CONTROL SHEET 01 N89024'09"W AS SHOWN ON PARCEL MAP NO. 11013, AND 51.50' FROM CENTERL►NE OF PLANNING ENGINEERING SURVEYING NO. 42038 Three Hughes • Irvine, CA 92618 • PH: (949) 583-1010 • FY: (949) 583-0759 W FILED IN BOOK 53, PAGE 130 OF PARCEL MAPS, N THE OFFICE OF THE KERN COUNTY RECORDER, CALIFORNIA. HIGHWAY 178 AND LENE PLACE. U.S.G.S. Y-292, ELEV. 540.247 � Exp. 3/31/16 U THE ECT SUPERV SION OF REVISION APPROVED DATE fu (4 -CjvjkPHILIP D. OWTY R.0 . 42038 DATE 9�F0 CAL, NOTE: INSTALL FIBER ROLL ALONG A LEVEL CONTOUR. ADJACENT ROLLS SHALL TIGHTLY ABUT FIBER ROLL TABLE SLOPE SEPARATION 07 — 257 20' 0. C. 257 — 507 15' 0. C. > 507 10' 0. C. IIy�y y Z Q y INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONSCINI y INTO A STEEPER SLOPE R ROLL INSTALLATION NOT TO SCALE 7 \ 120' 60' 0' 60' 120' GRAPHIC SCALE: 1" =60' EROSION CONTROL CONSTRUCTION NOTES O INSTALL FIBER ROLL OR SILT FENCE PER DETAIL SHOWN HEREON © CONST. SCREENED CATCH BASIN INLET PER DETAIL SHOWN HEREON © CONST. STABLIZED CONSTRUCTION ACCESS PER DETAIL SHOWN HEREON GRAVELBAGS TO HOLD FILTER FABRIC FIBER ROLL WITH SEDIMENT 9" MIN FOR LEVEL GROUND, 12" MIN FOR SLOPES !qp[]�� 3/4" X 3/4" WOOD STAKES MAX 4' SPACING ENTRENCHMENT DETAIL NOT TO SCALE AS RECOMMENDED BY SOILS ENGINEER i Ia -- B INLET Ct_RipFm1=n P__ATf _14 R A C1k1 Mill GT NOT TO SCALE 111 in y WDID# 5F15038418 - RISK LEVEL 1 �o APPROVED BY CITY OF BAKERSFIELD, CALIFORNIA �o CO of po Z 3m DATE: SHEET NO. 1 OF 1 SHEETS EROSION CONTROL PLAN TRACT N0. 6444-6, 8 & 13 DRAWN: CHECKED: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DA TE R.C.E. # 61069 EXPIRES: SCALE: F: 0679 ENG NEERING TR_6444-6 EXH_EROSION CONTROL SHEET 01