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1.7-7347 Ph 1 & 2
7347 (PHASES 1 & 2) BAKERSFIELD, CALIFORNIA OWNER: WOODBRIDGE PACIFIC GROUP. LLC NAME 11601 BOLTHOUSE DRIVE, STE. 220 ADDRESS BAKERSFIELD, CA. 93311 CITY, STATE, ZIP (661) 851-5002 PHONE # GEOTECHNICAL ENGINEER: SOILS ENGINEERING. INC. COMPANY NAME TONY M. FRANGIE, P.E. NO. 39549 ENGINEER'S NAME & LICENSE # 4400 YEAGER WAY ADDRESS BAKERSFIELD, CA. 93313 CITY, STATE, ZIP (661) 831-5100 PHONE # GRADING CONTRACTOR: COMPANY NAME CONTRACTORS NAME ADDRESS CITY, STATE, ZIP PHONE # BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE 54' WEST OF THE CENTERLINE INTERSECTION OF WHITE LANE AND WINDERMERE STREET ELEVATION=353.03 (U.S.G.S DATUM) BASIS OF BEARINGS: THE BEARING OF S 89°19'48" E ALONG THE CENTERLINE OF WHITE LANE AS SHOWN ON PARCEL MERGER NO. 18-0163 PER CERTIFICATE OF MERGER RECORDED SEPTEMBER 25, 2018 AS DOCUMENT NO. 218125707 O.R., WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION: BEING A DIVISION OF PARCEL "A" OF PARCEL MERGER NO. 18-0163 PER CERTIFICATE OF MERGER RECORDED SEPTEMBER 25, 2018 AS DOCUMENT NO. 218125707 O.R., ALSO BEING A PORTION OF THE NORTH HALF OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST, M.D.B.&M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE MBHCP PLAN NOTE (SEE SHEET 8 FOR HCP FEES AREA MAP) 1 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. _OTAL DISTURBED AREA (FOR PERMIT PURPOSES) 68.12 GROSS ACRE 'REVIOUSLY PAID HCP -DISTURBED AREA*** w L �! ! 0 J 1-7 CJ GROSS J I Irnw �- rnSTOCKDA� rn.iWRTR-6223 HIGH I I � I I - XISTING DRILL SITE (NOT A PART) LJ LJ L-1 l_/ � I pi) SCHOOL ICP- DISTURBED AREA (DUE PER THESE PLANS) WliITE LANE ACRE 223.79' { ; a 0 0 0 W g LnW 0 LOT 1 PM No. azo - vrrzo�,o w�oamcWi tll LU E6W�W W V%�mZo LLA No. 11861 0-iz�W�P0o0 v PROJEC z 0 12-0351 mI— X,_aZwo m 0�:< OZoa Q � xSITE o 0 o z�owo`"a�oo' aWI-¢WioUa (� ZpwWwtIrOza LOT 1 OWzaxw>o<� QWoz=0oZzo r r NCO 8xUwt=zWo<ow LLA No. TR -4861 13-0176 UZomaWZZLL W w Ow U O fV W M S<¢ U Z O O o_J� Otawtri 10.00' Z-�O�UOd-=F- a x -� Lu W 0 MUIRLANDS �cnWx�Z¢�O~p OL" z Zp3: LZU Cc 3Z1" �OJDIAI- oil" W OLL. UJ wmo � (`TR -s1\ W w u J m 2t 03 W�O��w L17 O�cZ Q W W W Z O> 214.00' U F W W UOW z�'y>_fn Ix- oWlx-80WWa2, pq � R rnI- DRIVE z o w TR -5135 �ogMm VTPM 11838 W U� LOT 4 �g?-5186 LLA No. l VTPM 11838 12-0133 -N- WEST MING SPECIFIC PLAN AREA VICINITY MAP NO SCALE MBHCP PLAN NOTE (SEE SHEET 8 FOR HCP FEES AREA MAP) 1 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. _OTAL DISTURBED AREA (FOR PERMIT PURPOSES) 68.12 GROSS ACRE 'REVIOUSLY PAID HCP -DISTURBED AREA*** -29.86 GROSS ACRE XISTING DRILL SITE (NOT A PART) -2.00 GROSS ACRE ICP- DISTURBED AREA (DUE PER THESE PLANS) 36.26 GROSS ACRE *** =HOP -DISTURBED AREA FEES WERE PAID AS PART OF THE "TRACT 7254 GRADING PLAN" PREPARED BY PORTER & ASSOCIATES, INC. APPROVED 8-06-2014. W. PORTER, R.C.E 33448 DATE BIOLOGICAL CLEARANCE SURVEY NOTE 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. 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 5F15C385589 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. NOTE: AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. NOTE: THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 27. NOTE: BLOCK WALLS SHALL BE DONE UNDER A SEPARATE PERMIT, NOT PART OF THESE PLANS. SHEET No. INDEX Ot TITLE SHEET U2 GENERAL NOTES SOILS REPORT TEMPORARY DRAINAGE BASIN 03 PHASE 1 GRADING PLAN NORTH HALF ® PHASE 1 GRADING PLAN SOUTH HALF 05 PHASE 2 GRADING PLAN NORTH HALF © PHASE 2 GRADING PLAN SOUTH HALF 07 TYPICAL SECTIONS - DETAILS ® HCP FEES AREA MAP 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 0.10 FT LOSS DUE TO CLEARING AND GRUBBING OF THE SITE. THE ENGINEER MAKES NO WARRANTY AS TO THE ANTICIPATED SHRINKAGE FACTOR. CUT 59,580 CY f OVER -EXCAVATION 128,300 CY t FILL* (INCLUDES OVER -EX.) 193,180 CY f IMPORT** 5,300 CY t COMPACTION FACTOR 130% ON-SITE DISTURBED AREA 68.12 GROSS ACRES TOTAL NUMBER OF LOTS 104 BUILDABLE * FILL QUANTITIES ARE "COMPACTED IN-PLACE" VOLUMES. ** IMPORT IF FROM PROPOSED OFF-SITE DRAINAGE BASIN The GRADING PLAN as shown on !his drawing is hereby approved, subject to any indicated corrections or additions. Approval by the Public Works Department and Building Department indicates approval only as to design criteria used and conformance to City Standards, Codes and Ordinances. Engineer for the : ubdivider or developer shall be responsible for accuracy of calculatic ns for this plan and shall submit a certifie J "as -graded" plan after Corr pletion of the grading. APPRUIED BY: P Department Date Bulli g Department Late MITIGATION MEASURES FROM CONDITIONS OF APPROVA 1. PALEONTOLOGICAL MONITORING SHALL TAKE PLACE DURING CONSTRUCTION EXCAVATION ACTIVITIES THAT RESULT IN EXCAVATIONS OF SIX FEET BELOW GROUND SURFACE OR GREATER WITHIN THE PROJECT SITE. FOLLOWING ARE THE SPECIFIC MEASURES. A. ASSIGN A PALEONTOLOGICAL MONITOR, TRAINED AND EQUIPPED TO ALLOW THE RAPID REMOVAL OF FOSSILS WITH MINIMAL CONSTRUCTION DELAY, TO THE SITE FULL-TIME DURING THE INTERVAL OF EARTH -DISTURBING ACTIVITIES. B. SHOULD FOSSILS BE FOUND WITHIN AN AREA BEING CLEARED OR GRADED, DIVERT EARTH -DISTURBING ACTIVITIES ELSEWHERE UNTIL THE MONITOR HAS COMPLETED SALVAGE. IF CONSTRUCTION PERSONNEL MAKE THE DISCOVERY, THE GRADING CONTRACTOR SHOULD IMMEDIATELY DIVERT CONSTRUCTION AND NOTIFY THE MONITOR OF THE FIND. C. PREPARE, IDENTIFY, AND CURATE ALL RECOVERED FOSSILS FOR DOCUMENTATION IN THE SUMMARY REPORT AND TRANSFER TO AN APPROPRIATE DEPOSITORY. D. SUBMIT A SUMMARY REPORT TO THE CITY OF BAKERSFIELD. TRANSFER COLLECTED SPECIMENS WITH COPY OF REPORT TO THE REPOSITORY. 2. IF HUMAN REMAINS ARE ENCOUNTERED ON THE PROJECT SITE, THE KERN COUNTY CORONER'S OFFICE SHALL BE CONTACTED WITHIN 24 HOURS OF THE FIND, AND ALL WORK IN THE IMMEDIATE VICINITY SHALL BE HALTED UNTIL A CLEARANCE IS GIVEN BY THAT OFFICE AND ANY OTHER INVOLVED AGENCIES. 3. IF DURING GRADING AND CONSTRUCTION, A PIPELINE ACCIDENT OCCURS OR POTENTIAL UNKNOWN BURIED HAZARDOUS MATERIALS ARE FOUND, AND/OR IF UNIDENTIFIED MATERIALS ARE DISCOVERED IN THE TESTING OF THE SOIL, HEALTH AND SAFETY PROCEDURES SHALL BE IMPLEMENTED. THESE PROCEDURES SHALL INCLUDE, AT A MINIMUM, EMERGENCY MEDICAL, EVACUATION OF THE SITE AND/OR THREATENED AREA, AND NOTIFICATION ACTION. NOTIFICATION SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING AGENCIES: THE CITY OF BAKERSFIELD, DEPARTMENT OF TOXIC SUBSTANCE CONTROL (DTSC), BAKERSFIELD CITY AND/OR COUNTY FIRE DEPARTMENT, AND THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB). EVACUATION AND DETERMINATION REGARDING THE TYPE OF CONTAMINATION ENCOUNTERED AND BEST COURSE OF ACTION WOULD BE DETERMINED BY THE RANKING OFFICIAL AND THE REQUIRED MEDIA11ON MEASURES SHALL BE IMPLEMENTED. 4. ALL WORK SHALL STOP IMMEDIATELY IF ANY UNKNOWN ODOROUS OR DISCOLORED SOIL OR OTHER POSSIBLE HAZARDOUS MATERIALS ARISE DURING ANY PART OF THE TESTING, GRADING, OR CONSTRUCTION ON THE PROJECT SITE. 5. CONSTRUCTION ACTIVITIES ASSOCIATED WITH DEVELOPMENT OF THE PROJECT SITE ARE REQUIRED TO BE IN CONFORMANCE WITH SECTION 9.22.050 SECTION A OF THE CITY OF BAKERSFIELD MUNICIPAL CODE WHICH LIMITS CONSTRUCTION TO THE HOURS OF 6 A.M. TO 9 P.M. ON WEEKDAYS, AND BETWEEN 8 A.M. AND 9 P.M. ON WEEKENDS, WHERE CONSTRUCTION OCCURS LESS THAN 1,000 FEET FROM RESIDENCES. 6. CONSTRUCTION EQUIPMENT SHALL BE EQUIPPED NTH MUFFLERS AND MAINTAINED IN ACCORDANCE WITH THE EQUIPMENTS' FACTORY SPECIFICATIONS. DURING CONSTRUCTION ACTIVITIES, THE CONSTRUCTION EQUIPMENT MUFFLER AND MAINTENANCE RECORDS SHALL BE ONSITE. 7. PRIOR TO GRADING ACTIVITIES, PG&E AND/OR ANY OTHER COMPANY WITH PIPELINES RUNNING THROUGH THE AFFECTED PORTIONS OF THE PROJECT SITE SHALL BE NOTIFIED OF THE CONSTRUCTION ACTIVITY WITHIN THE CORRESPONDING EASEMENT. IF ANY PIPELINES HAVE ANY PROBLEMS OR IF A PIPELINE IS RUPTURED DURING DEVELOPMENT, THE BAKERSFIELD CITY FIRE DEPARTMENT SHALL BE NOTIFIED. 8. PRIOR TO GRADING PLAN APPROVAL, THE HANDLING AND STORAGE OF HAZARDOUS AND ACUTELY HAZARDOUS MATERIALS SHALL BE RESTRICED TO LESS THAN THRESHOLD PLANNING QUANTITIES WITHIN 1,000 FEET OF SENSITIVE RECEPTORS WHICH INCLUDE RESIDENTIAL AREAS, SCHOOLS, DAYCARE CENTERS, HOSPITAL, CONVALESCENT HOMES AND OTHER LARGE IMMOBILE POPULATIONS. SENSITIVE RECEPTORS SHALL NOT BE APPROVED WITHIN ZONES OF CANCER RISK IDENTIFIED BY A HEALTH RISK ASSESSMENT OF GREATER THAN 10 IN 1,000,000. (MITIGATION MEASURE 5.6.K.1.) ------------------- J f ' �''�- -- ,a --------------------.--__i --------- 1 I I I I I I I ION I I I I I I 001 I I ,- 10Mi 10 I `\ I I 1 , TRACTI 7254 M.B. 61, PG. 147 I - N -- 7 -r \ tlr 1 1 I 1 1 r t r N _ IN ► ,- t � ,-' g� j� 9 ,, TRACT 7246-1 M.B. 61, PG. 139•- e \>\ % I ' COMMUNITY CENTER r BELCOURT PARK UNDER CONSTRUCTION C2 (NOT A PART) 0 h/ ' h :3 ' / / ,,' /' TRACT 7288-2 -TRACT 7288-3 KEY MAP SCALE: 1'=200' O U LINE LL w oac�o moi R BEARING LENGTH Z O Wmwvwi W¢WW CJI= - On H�Z aZ 54.00' w=az�pmai� N> M1620 CM CA CQO PUO_ 00cn�c� zwW NrV�Q�c7lY W Z L o UJ ;ZWwZCn W xOW 1610 U�'i O ti U' I-F=U)2WLL�� z12Wl-ZZ000� UJ Q 223.79' > U _ a 0 0 0 W g LnW 0 Cfl Zo U azo - vrrzo�,o w�oamcWi tll LU E6W�W W V%�mZo otS N r^ LLL. CD 0-iz�W�P0o0 v vJ Z MwQwy W w►=-0)CO 0 < � m � mI— X,_aZwo m 0�:< OZoa 1!J CQ Z N o 0 z�owo`"a�oo' aWI-¢WioUa (� ZpwWwtIrOza ACV UJ j W w OWzaxw>o<� QWoz=0oZzo r r NCO 8xUwt=zWo<ow O cfl UZomaWZZLL W w Ow U O fV W M S<¢ U Z O O o_J� Otawtri 10.00' Z-�O�UOd-=F- a x -� Lu W 0 LL �cnWx�Z¢�O~p OL" L15 Zp3: LZU Cc 3Z1" �OJDIAI- oil" W OLL. UJ S89'19'48"E W w u J m 2t 03 W�O��w L17 O�cZ Q W W W Z O> 214.00' U F W W UOW z�'y>_fn Ix- oWlx-80WWa2, F" W 3 vi o U p W W J W ��zas >-�0W<=W Mhz Z(nw �>-nwWZZ UJ JzF000 z:25 C) OvW00 DUFto0IY0� F_ CnZ J W Li W JR0U_O W z W ZOMOWIZ moo_azzm} S nQ(n>- =�JF- L of W O UJ O J Q U 0 UJ UJ Z W z UJ :z a U o UJ Y a o o O m curi- VII N < O O W O 0 0(n~ N a U m Z � (� F f- w O lr = rn Ivm0LJWocconm LLi_ w=Z�OZ<O LJ "' LLJ WWWU50N LLJ Z0OF-WWp¢Q zWLv00 _ Z ¢ Li- > >' N -� a M 0 0LJ 1azQ l Li W W W�tLJOIa -W� oOQmcnmO �VA- Iry bAKE SFIELL TABLE- misriv �R LINE LINE BEARING LENGTH L1 S36'51'44"E 54.00' L2 N75'13'13"V! 55.31' L3 N33'24'14"E 54.00' L4 N33'24'14"E 223.79' L5 N12'30'26"VJ 38.43' L6 N33'24'14"E 77.43' L7 N12'20'421 81.38' L8 N38'16'53"VJ 10.00' L9 N0D'40'12"E 237.81' L10 N54'12'16"E 20.34' L11 N09'54'36"Vi 112.91' L12 N00'40'12"E 125.67' L13 N56'2.4'55"E 10.00' L14 N59'49'06"W 10.00' L15 N00'40'12"E 336.52' L16 S89'19'48"E 10.36' L17 N00'40'12"E 214.00' �R CURVE TABLE 115'56'08" 63'42'00" CURVE RADIUS LENGTH DELTA TANGENT C1 2404.00' 1637.30' 39'01'21" 851.83' C2 49.00' 74.91' 87'35'37" 46.98' C3 946.00' 59.67' 03'36'51" 29.85' C4 1000.00' 99.32' 05'41'26" 49.70' C5 1000.00' 325.05' 18'37'27" 163.97' C6 60.00' 230.59' 220'11'56" 163.96' C7 60.00' 135.48' 12922'25" 126.86' C8 C9 �R 121.41' 66.71' 115'56'08" 63'42'00" 95.90' \\� or. \� 37.27' 0 D W N a Z E w J w m � w w LL W co LU \NEER 4t b A� M W 3 > 0 p � C 60.00' 60.00' 121.41' 66.71' 115'56'08" 63'42'00" 95.90' ° or. w 37.27' 0 D o - 0 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA W W I z 0 Ni I I 0 Q0 0 i rn 3 i DIAL TOLL FREE 1-$00.472.4133 ou AT LEAST TWO DAYS BEFORE YOU DIG FDIATE GRADING PERMIT NO. JOB No. 18-40000059 SHEET E 0 a PO i _ U r COB RECORDS No. OF 8 c; W W i C%) W J 1/03/2019 3060 SHEETS z 0 w 1/03/2019 3060 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2, ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF A ERSFIELD STANDARDS AND STATE OF B CALIFORNIA DEPARTMENT OF TRANSPORTATION ST ATI NS K STANDARD SPECIFIC 0 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 IFOPRROTVHEEM EWNOT RKAGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE MED WITHIN THE STREET RIGHT-OF-WAY SHALL BE 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 661 326-3049. 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 U11UTY 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. 8. 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 ACCOMPLISHED 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 INTERPRETA11ON OR A CORRECTION THEREOF PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. OJEC 14. PORTER & ASSOCIATES INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CH T R USES OF U E CHANGES 0 0 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 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. 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 DO 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 CALIFORNIA BUILDING CODE AS MODIFIED BY CITY OF BAKERSFIELD ORDINANCE, AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. JOB No. 18-16877, DATED NOVEMBER 14, 2018, ANY OTHER ADDENDUMS THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF 2. WAESIGN 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 WORK SHALL BE SUPERVISED AS "ENGINEERED GRADING" IN ACCORDANCE WITH THE BUILDING CODE. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES WITHIN HIS PURVIEW. 5. 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 SHALLBE 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 APPLICABLE 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 DUST 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. B. 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 AIDE TO 20% OPACITY B. LIMIT ACTIVITY TO PERIODS OF LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN WIND BARRIERS SUFFICIENT TO LIMIT VIDE TO 20% OPACITY. C. APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL/ACCESS ROADS AND UNPAVED VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VIDE TO 20% OPACITY AND MEET THE CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE. C. TEMPORARY STABILIZATION DURING PERIODS OF INACTIVITY: A. RESTRICT VEHICULAR ACCESS TO THE AREA. B. APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WITH THE COND111ONS 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 STABILIZED 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 BLOWER 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 LIMITS, 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. COMPAC11ON 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. GRADING NOTES CONTINUED 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 CONSOLIDATION 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 ALL 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 WITH 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 CALIFORNIA 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 LL, N CTOR SHA AFTER EXAMINING THE PLAN GEOTECHNICAL INVESTIGATION AND THE SITE TERRAIN A 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 WITH THE FOREGOING RECOMMENDATIONS, (B) 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 SIZE 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 RECOMMENDA11ONS 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. B. ROUGH - WHEN APPROXIMATE FINAL ELEVATIONS HAVE BEEN ESTABLISHED; DRAINAGE TERRACES; SWALES AND OTHER DRAINAGE DEVICES NECESSARY FOR THE PROTECTION OF THE BUILDING SITE FROM FLOODING ARE ARE INSTALLED AT T PS F SLOPES; AND E STATEMENTS REQUIRED FROM THE CIVIL INSTALLED; BERMS E0 0 0 THE Q 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 REQUIRED 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 CALIFORNIA 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. 33. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 34. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 35. 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. 36. IF ANY OIL STAINED MATERIAL OR SUSPECTED DRILLING SUMPS ARE UNCOVERED DURING FUTURE GRADING ACTIVITIES THEY SHOULD BE ASSESSED AND PROPERLY MITIGATED, IF WARRANTED. r 52.81 1 4 52.91 1 NG NG I x �-" x N 99.00' I � 1 T 1. I I �. i il N i I I I ----P ----_� i 1, 1.00'� r I I I I [---------1- �.,,� 1 I I i E I I I I I 2 I I I I 1 I I I I 1 12' I I I I I ` I I I' C i I------- . 4 I of I I I r" I I/ 11 I �I 2:1 2:1 l I I TOP OF BASIN=352.55 ( I I , , 1 1 I BOTTOM OF BASIN=340.55 I I I 1 - 11 o �., I 1 o HIGH WATER ELEVATION= 348.55 1 . I I I 1 X I; ,-_-_---- (O VOLUME REQUIRED=3.10 AC. FT. <'I X 1 _ o0 ( I `° VOLUME PROVIDED=3.17 AC. FT. 1 ( �, m I 1I 11 I 06 1 , SOILS REPORT GRADING RECOMMENDA11ONS THE FOLLOWING IS AN EXCERPT FROM THE SOILS REPORT PREPARED BY PREPARED BY SOILS ENGINEERING, INC. JOB No. 18-16877, DATED NOVEMBER 14, 2018. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF THE SOILS REPORT. A. COMPAC ZION AND OPTIMUM MOISTURE Unless otherwise specified herein, the terms "compaction" or "compacted", wherever used or to ninety percent 90% or implied in this report, should be interpreted as compactiony p ( ), greater, of the laboratory maximum density (as determined in accordance with ASTM Test Method D1557). The term, 'Optimum Moisture,' wherever use or implied within this report, should be interpreted as that obtained by the above described test method. B. STRIPPING Prior to soil compaction, existing ground surfaces should oe stripped of surface vegetation. A stripping depth of one in should be adequate. In no instance should material which has been stripped be used as engineered fill or blended with and compacted in original ground. C. GROUND SURFACE PREPARATION Proposed Structure Areas: Ground surfaces in the proposed building areas shall be compacted in accordance with the following procedures: 1. Excavate earth material to a minimum depth of two (2) feet below the lowest existing m f the proposed foundation in each of tie proposed grade o� one foot blow bottom o p p e p p structure areas, whichever is greater. 2. The bot-om of the excavation shall be reviewed by the soil engineer or his representative prior to any backfill operations. The top foot of materials exposed at the bottom of the excavation shall be scarified, moisture conditioned and compacted to a minimum of 90 percent of ASTM D1557. 3. Moisten excavated and importec soils to near the optimum moisture or to a moisture content consistent with effective compaction and soil stability. Compact moistened soils to a m nimum of 90 percent of the maximum density obtained by ASTM Test Method D1557, 4. Work to lines at least five (5) feet beyond the outside edges of exterior footings and two feet beyond pavement edges. Review: Prior to any compaction or backfill activities, the bottom of the excavation shall be reviewed by the geotechnical engineer or his representative. If indications of previous fill, discoloration, loose or compressible material, buried improvements, structures, pipelines, debris, rubtle, trash, or any other disturbance are observed by the contractor, the geotechnical engineer shall be notified immediately. Excavction of native soils shol continue in vertical increments of one foot until compaction tests at the bottom of the excavation equal or exceed 8)%. Fill placement in excavations shall not proceed until the geotechnical engineer or his representative on the site has reviewed, tested as described above and accepted materials exposed at the bottom of the excavation. 1. Proof -rolling: After the bottom of the excavation has been reviewed, the soil surface should be proof -rolled with a loaded scraper or other equipment with high wheel loads. Proof -rolling is intended to identify loose areas which could require additional excavation and compaction. Proof -rolling should be performed at a normal walking speed. Wheel tracks should cover the entire excavation surface. 2. Compac*ion: After the excavation has been reviewed and proof -rolled and it has been determined that no additional excavation is required, place and compact the excavated soils, or approved import material, in thin lifts. Adjust the moisture content of the material to be compacted as needed prior to compaction. Apply compaction effort in conformance with the recommendations of this report, using means, methods, and equipment suitable for the type of material being compacted. Refer to paragraph I -A above and the attached Appendix A for compaction requirements. TABLE A Compaction Depth AREA Haunch to 1 ft. Above Top of Pipe 1 ft. Above to 2'6" Below Top of Pipe Finished Grade 2'6" Below Finished Grade to Finished Subgrade Structurcl 90% 90% 90% Pavements 90% 90% 90% Non -Structural I 90% 90% 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 D1357, "Placing, Spreading and Compacting Fill Materials," in Appendix A. E. IMPORTEE FILL The table shown below provides general guidelines for acceptance of import engineered fill. Materials w equal or better quality than on-site material could be reviewed by the Geotechnical Engineer of Record (GEOR) on a case-by-ccse basis. No soil materials shall be imported onto the project site without prior approval by the GEOR. Any deviat'on from the specifications given below shall be approved by the GEOR prior to import operations. Maximum Percent Passing #200 Sieve 40 Maximum Percent Retained 3" Sieve 0 Maximum Percent Retained 1',6" Sieve for Building Footing Zones 15 Maximum Percent Retained '/4' Sieve for Landscape Areas 5 Maximum Percent Retained 1h" Sieve for Play Fields 0 Maximum Liquid Limit 40 Maximum Plasticity Index 14 Minimum R -Value for Pavement Areas 50 Minimum R -Value for Building Areas 35 Maximum Expansion Index (per 2016 CBC) 20 SLABS -ON -GROUND Slabs -on -ground may be supported on earth materials prepared in accordon:e with the recommendations of the Geotechnical Investigation. We recommend that moisture protection be provided for interior concrete slabs -on -ground t-lat will receive moisture -sensitive floor coverings, or where moisture-sensi-ive equipment, products, or environments may be present. For exceptions to slab moisture protection, refer to the 2016 California Building Code, Section 1907.1. details regarding The project designer should provide specific construction of the concrete slab -on -ground, including a moisture barrier or vapor retarder /barrier, capillary break (if included), and blotter material (if included). The American Concrete Institute recommends a minimum moisture v000r r protected Furthermore, the soils proposed for import shall be generally homogenous and shall not retarder of 10 mil thick polyethylene. The vapor retarder should be from damage. Punctures and tears should be repaired prior to concrete contain cemented or clayey and/or silty lumps larger than one inch. When e sucn lumps P are placement. It has been common local practice to use a sandy material as a present, they shall not represent more than ten percent (10%) of the material by dry weight. blotter layer between the moisture barrier and the concrete to absorb some of Where a proposed import source contains obviously variable soils, such as clay and/or silt the bleed water and to potentially reduce slob curling. The blotter layer may layers, the soils which do not meet the above requirements shall be segregated and not used act as a moisture reservoir and all apparent advantages of its use negated. for this project or the various layers shall be thoroughly mixed prior to acceptance testing by the Geotechnical Engineer. Therefore, it should not be incorporated into the section design for The contractor shall provide sufficient advance notice, prior to import operations, to allow moisture -sensitive slabs if it cannot be kept dry prior to concrete placement testing and evaluation of the proposed import materials. Because of the time needed to or if water may migrate into the layer after slab construction (ex. wet currg, perform the above tests, the contractor shall provide a means by which the Geotechnical rainfall). If the slab -on -ground section is to include a blotter layer between Engineer or others can verify that the soil(s) which was sampled and tested is the some the moisture barrier and the concrete, it is our recommendation that tie soil(s) which is being imported to the project. blotter material consist of crusher fines (rock dust) or sand with angul ir, interlocking grains. The material should be easily compacted and should oe F. DRAINAGE screened so that 100% of the material is finer than /a". Do not use blo--ter Finished ground grades adjacent to the proposed buildings should be sloped to provide material which may be potentially reactive with the alkalis in the concrete or positive free drainage away from the foundations. No areas should be cons -rutted that which has high sulfate content. 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 At the time of concrete placement, the blotter material should be dry to subsurface walls are to be landscaped, walls should be waterproofed. Installation of damp, compact, and smooth. For slabs which are to be water -curet, a gravel -filled drains to route subsurface drainage away from walls will reduce the thicknesskness of blotter layer should rcpt be used. For further c onsideration refer to the damp-proofingresultin in a considerable savings. Manual of Concrete Practice 302.1R and 360. 9 9 American Concrete Institute G. SLOPES Both fill and cut slopes should be constructed at 2:1 (horizontal to vertical) in accordance with the 2016 Uniform Building Code. Finished slopes nearer than five feet f"om building foundations should be graded no steeper than five horizontal to one vertical (5:';. A slope ratio 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 remc: ed 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 fi l 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 approprcte 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 olonting with deep -rooting, lightweight, drought -resistant vegetation. An erosion control geotextile may also be used in combination with vegetation to control u erosion. Experience has shown that slope performance is largely dependent upor proper slope maintenance (i.e., planting, proper watering, clearing of drainage devices, et:.). Slopes properly placed and conscientiously maintained are not expected to display excessive raveling or sloughing. RECOMMENDATIONS ECOMMENDATIONS The proposed structure can be adequately supported on either continuous or isolated reinforced concrete spread footings designed in accordance with the criteria given below in Table B. TABLE B FINISHED GRADE FOUNDATION DESIGN CRITERIA NATURAL GROUND Minimum Minimum Depth Maximum Allowable Soil Footing Type Width (ft.) Below Lowest Bearing Pressure Adjacent Grade (lbs. / sq. ft.) Continuous 1 1 2000 Isolated I 1 1 2200 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 increase by one-third for wind and/or seismic loading conditions. The proposed foundations shall be reinforced in accordance with the structural engineer's 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 I settlement should occur before the end of construction. Differential settlements should occur before the end of construction. Differential settlements should, accordingly, be less than I one-half of an inch. 1 1 CONSTRUCTION NOTES (THIS SHEET ONLY) 1 Ml CONSTRUCT 6' CHAIN-LINK FENCE (NO SLATS OR CURBING) I PER C.O.B. STD. DWG. D-12. 1 M2 CONSTRUCT 14' WIDE DOUBLE GATE PER C.O.B. STD. DWG. D-13. I I 03 CONSTRUCT 2" x 24" THICK NOMINAL RIP -RAP ® TEMPORARY DRAINAGE AND FLOWAGE EASEMENT TO THE CITY OF BAKERSFIELD TO BE DEDICATED BY SEPARATE INSTRUMENT AND PRIOR TO ACCEPTANCE OF IMPROVEMENTS. �� 1 05 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DWG. D-10. © PROPOSED EDGE OF PAVEMENT LIST OF ABBREVIATIONS (THIS SHEET ONLY FG = FINISHED GRADE NG = NATURAL GROUND U.N.O.= UNLESS NOTED OTHERWISE MAX = MAXIMUM FL = FLOWLINE EP = EDGE OF PAVEMENT HWM= HIGH WATER MARK Slab thicknesses, reinforcing, and the concrete characteristics should be in accordance with the project designer's recommendations. The 2016 California Building Code, Section 1907.1 requires that the slab thickness be not less than 3%". Pressurized water lines should not be instclled beneath slabs -on -ground. Where pressurized water lines must be routed beneath the slab, they should be routed entirely inside continuous sleeves with both ends open to the atmosphere above the slab surface. Grav ty flow sewer lines may underlie slabs -on -ground, but they should be routed to the point of connection by the shortest feasible path. LIMITATIONS, OBSERVATION, AND TESTING Conclusions and recommendations in this report are given for the proposed tract 7347 located at Buena Vista Road and White Lane in Bakersfield, kern County, California and are based on the following: a. The information retrieved from twelve (12) exploratory borings drilled at the subject site to a maximum depth of 51.5 feet below the existing ground surface; b. Our laboratory testing program results; C. Our engineering analysis based on the information defined in this report; d. Our experience in the Kern County area. Variations in soil type, strength and consistency may exist between specfic boring locations. These variations may not become evident until after the start Of construction. If such variations appear, a re-evaluation of the soils ,est data and recommendations may be necessary. Unless a Geotechnical Engineer of this firm is afforded the opportunity to review plans and specifications, we accept no responsibility for compliance with design concepts or rterpretatcns made by others about foundation support, fill selection, fill placement or o --her recommendations presented in this report. Changes in conditions of the subject property can occur with time because of natural processes or the works of man on the subject site or on adjacent properties. Changes in applicable engineering and construction standards can also occur as the result of legislation or from the broadening of knowledge. Accordingly, the finding of this report may be invalidated, wholly or in part, by changes beyond our control. Therefore, this report is subject to review cnd should not be relied upon without review after a period of two years or cf:er any modifications to the site. REVIEW OF EARTHWORK OPERATIONS Review of earthwork operations relating to site clearing, ground stabillza`ian, placement and compaction of fill materials, and finished grading is critica to the structural integrity of building foundation and floor systems. While -he preliminary Geotechnical investigation and report provide guidelines, which are used by the design team, i.e., architects, grading engineers, structural engineers, landscape engineers, etc., in completing their respective tasks, rev ew of plans and site review and testing during earthwork operations are v tel adjuncts to the completion of the Geotechnical engineer's tasks. The most prevalent cause of failure of a structure foundation system is lack of adequate review and testing during the earthwork phase of the project. ProJs:ts rarely reach completion without some alteration being required such as may result from a change in subsurface conditions, an amendment in the size and scope of the project, a revision of the grading plans or a variation in structural details. Occasionally, even minor changes can significantly affect the performance of foundations. The most prevalent secondary cause for foundation failure is inadequate implementation of Geotechnical recommendations during -he formulation of foundation designs and grading plans. The error in a foundction design or an omission of a key element from a grading plan occurs most often as a result of inadequate communication between the various prcj,3ct consultants and -- when a change in consultants occurs -- improper trarsfer of authority and responsibility. It is imperative, therefore, that any revisions to the project scope, any change in structural detail, or change in consultant, be brought to the attentior of Soils Engineering, Inc. to allow for timely review and revision of recommendations and for an orderly transfer of responsibility and approval. It is the responsibility of the owner or his representative to ensure thct a representative of our firm is present at all times during earthwork operations relating to site preparation and grading, so that relative compaction tests can be performed, earthwork operations can be observed and compliance with the recommendations provided herein can be established. This engineering report has been prepared within the limits prescribed to us by the client or his representative, in accordance with the generally accepted principles and practices of Geotechnical engineering. No other warranty, v oLL w nw -.vOw WOco P OWI- 0- zoo-ZW W m Cn OL W Za:I_ v>UJ mwm�w¢�-a wi¢zI~ WLUX:p �cnxwZV)!' in co im-O��UpJ�m6 c� LU W r- m w�x�-�mx�zm Z w w=�OW=wmc�QQ Z i-- 0 I- m O ILLI Q F gaa���zvu0iLU 3: Oa00-�I w zal=U��F0 Z ¢ WOQV-�0appU Y 0 ,6 Z CO w w ZZan.a0Zo�W W V LU Z2C=� 4J ILLw w 0 m Z EiY U_tZZZ to Oca .J 003:¢�wWZo¢ Z�o�ow¢�oo ¢wi=¢w=��Ua a U co z o Z O W� W O W O Z¢ oaoa=UOaZ0 Z z LL 6 2 V W~ Q V¢O W mm UZOWI-IauWpwlL > U uaiW� I¢-VUZoO a �OwOVOaO.WYZ, c9cmw <0>J w=�z¢�mUJ LU � o In r 0WDOwWxWOm > =0W (n J W ouZ>COm ¢C0 c'w=,Ouoz:co mWO-Ag >m ¢wWa�0W�v�W0Z moat-c0w< 11 HEMMERLING expressed or implied, is included or intended rn this report. N a_ .o LANE I __ _____________________ ___ w o SIDE SLOPES 2:1 MAX (U.N.O.) 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ABBREVIATIONS TABLE FG= FINISHED GROUND FL= FLOWLINE HP= HIGH POINT GB= GRADE BREAK. EVC= END VERTICAL CURVE BVC= BEGIN VERTICAL CURVE POVC= POINT ON VERTICAL CURVE PIVC= POINT OF INTERSECTION VERTICAL CURVE NG= NATURAL GROUND EP= EDGE OF PAVEMENT TOE= TOE OF SLOPE TOP= TOP OF SLOPE INV= INVERT OF PIPE NOR= NORMAL FLOWLINE DEP= DEPRESSED FLOWLINE �= THIS SHEET v L O 0 c � 1 ic 0 w a W o rn 00 3 v 0 w00 ap 1 0 0 a I w = Cp Z J } z m W w c v d v, 0 LL Ix u_ ±0- a v L O \µEER b� N L J W > U U N 06 LL r. J Q Lij J � � CLce 0 Q za Z C) M w (DCL U Z O 0 c z ic 0 W O rn 3 v -N- ap 1 0 0 M Cp 3 c v d v, \µEER b� N L J W > U U N 06 LL r. J Q Lij J � � CLce 0 Q za Z C) M w (DCL U Z O z 0 W NORTH ia DATE1103/2019 SCALE: 1 "= 40' PA JOB No. 3060 0 20 40 80 SHEET E O a 0 COBRECORDSNo. % OF 8 SHEETS U oaL WOm �i - - - - - - - - - - - - - - - - - - - - ---------------------� I I L---------------------------------•L--------------------------- , I'. 1 1 '.:: 'I }11 1 I '1 ' Lum 2zFw-=¢�G ' U a, Z W W r w z z M U I f I 56.3 1 1 r. 1 ll 1 1` 1 �J�otOZ w MATCH -LINE I SEE SHEET 3 ;r W w Q Z o W m w P co z 91, B J � 1 11 I _----_-" � �n F w z > co (6 H ; Ir 11 m aL oz 6 (3 - Q U2 Tom------ T -------t-.----- --- -- ---m -- .-r--- ---- - - -- ----- ----- ----- - -----^ .T -- - �- 1 -- ----- --- ----- - `---- ------- --- - - - --------- - ---- -- - - - --- ---- - --- - i i N 11 } 1 Il U O O wo ZE v 4-_x_______-�c____-__v.-___-a[__--____�--__---x_-_- _-i[___-_-_v__-_ ____-_x--___ �-,-- _r -_--__.,'.__ ___t_� - - - y_ _ _ _ _ - _ _ ____ _ -----_--__ _ - ___ _-__ _--____ _- - cD ----y-- --------------Y-----------�-- 9--Y-------y------y----------------_--Y'===----v-----=Y ------ v'------ -�T . _ ---- -- --- ----- Y---== v-----_ ------x-------••----y---- - - - - - ' 1 1 `1'1 ► z o w � I, 1 f - -"-- -----------'•----- - '--- ` ' -"-, ` , 11 11 + 1 � 2 m � z m ± p mK!? 0 - - ----- - -- --- I ' I� ' N 5�8 1 i '1 1;�,1 }I ,1 11 1111 1 + 11 UW' F=-O�wE'o6""F_ W (� C: 1 -- - -- - -- --- - - - - ---- N IN r------- ------------ ------ - ��---------------- ------ ; 1 p i 1 1, 1 aQOOWOmcWnO r1 CD x- ', I p O 11 �1 , ' 1 '1 11} 11 i 1 1\ g 1i w~ Z O O O w r�, c d I i I I 1 f 1 i V 1 11 ` 1 1 ¢ O a= Q � 2 Z V 1 1 - Q GU�Zo�w Lu ® I i I 1 l 11 'I 11 I 1 r ¢wOOU�U¢mU 0 6 fn W W W UJ cl) in L I.L. 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NO. 0215037457 O.R. z \ / \ �% ti ,, / ; ham" • 12 13 / Lu�' 353.4's Cb U) LEGEND FINISHED PAD ELEVATION \ XS DESIGN ELEVATION < cr) 53. / „� X0.20% FLOWLINE GRADE ry LIMITS OF PAD PREPARATION �/ / STORM DRAIN MANHOLE0 AO STORM DRAIN CATCH BASIN \ 0 / \ STORM DRAIN MAIN ?S9 \ EXISTING GROUND CONTOUR PROPOSEC RIGHT-OF-WAY �\ ' �'/,''EXISTING ELEVATION = b�' EXISTING TOP OF BERM ELEVATION \\ % 0 ,sem=, ---- ---- L \ \\ 5 \ �MpRX/S�jNG `q \\��\\ ��-' g�`.� ---- - �1`' FG= FINISHED GROUND ABBREVIATIONS TABLEco NOTE: BACKFILL AND COMPACT. \ \ ODM OR p'; �\\-f ''____- - - e FL= FLOWLINE EXISTING SUMP PER SOILS `� qp fNrS ROp REPORT RECOMMENDATIONS \ \` \ \ \ )?100 p R p�SF _ r ` - -- ;�/ %' HP= HIGH POINT o \ C qN RCF - > GB= GRADE BREAK v\\\ S < � .'�' ' ' EVC= END VERTICAL CURVE \ \ ` o ���'•,, � ' -_" - -- � ' ,' ,' BVC= BEGIN VERTICAL CURVE 3 POVC= POINT ON VERTICAL CURVE y ' PIVC= POINT OF INTERSECTION VERTICAL CURVE \ I i il NG= NATURAL GROUND co = ENT o ' \ EP EDGE OF PAVEMENT TOE= TOE OF SLOPE 0) TOP= TOP OF SLOPE j INV= INVERT OF PIPE a NOR= NORMAL FLOWLINE 0- DEP= DEPRESSED FLOWUNE THIS SHEET o DATE 1/03/2019 \ , EA JOB No. 3060 Q) SHEET =` lF W // / / / \\ O x �G i /' ' i yQ \;' ,� '' SCALE: 1 "= 40' E PRODUCT= ,'�,'�0 20 40 80 o WELL i , S1' A `'}9a�% ?j�1 t 44X-13 �� \ r' \ \ ;C�' '�� \ � ,: y COB RECORDS No. OF 8 SHEETS 11 1 z w 0 Q 0 � w a o; w o w; Z J m �' � w � w � j w ��� � � LL. a a w z 0 w LEGEND (STREET SECTIONS ONLY ( PROPOSED 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. O2 PROPOSED 6"x 6" CONCRETE MOW CURB O PROPOSED TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -18. ® PROPOSED' " ST CL VARIES 55' TO 70' R/W S L OT*** WIDTH VARIES TT 7347 PROPOSED BLOCK PROPOSED BLOCK 8 WIDE CONCRETE MULTI-US"E TRAIL (4 THICK CLASS B>. CONCRETE) . - VARIES 26'WALL (H.O.A. WALL (H.O.A. (SEE C.O.B. STD. DWG. ST -3. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) 48' TO 64' LANDSCAPE 8' 4' VARIES MAINTAINED) MAINTAINED) O5 PROPOSED LANDSCAPE AREA -LANDSCAPE AREA SLOPES MAY VARY FROM 2% MIN 28' TO 43' z VARIES AREA ® © 0 TO 4:1 MAX (SEE LANDSCAPE PLANS -BY OTHERS). a � i I FINISHED PAD ) EXISTING LANDSCAPE © PROPOSED 4' WIDE DECOMPOSED GRANITE PATH VARIES MEDIAN VARIES w0 2OR f 1 ' 2%X FINISHED GRADE U- I2%MAX MP O PROPOSED 5' WIDE SIDEWALK PER C.O.B. STD. DWG. ST -3. -------------� 2% MAX 'V'1 /\\/\\��' \ \\ �\ �\ \\ 1.5% MIN ® PROPOSED 6" CONCRETE CURB ONLY NOTE: BLOCK WALLS ARE SHOWN FOR REFERENCE ONLY. BLOCK WALLS EXCEEDING 7'-0" IN HEIGHT SHALL BE CONSTRUCTED BY NOTE: STREET TO BE PUBLICLY MAINTAINED **= MULTI-PURPOSE USE TRAIL MAY MEANDER, LANDSCAPE WIDTH SEPARATE PLANS OR A SEPARATE BUILDING PERMIT. NOT A PART PER "WMSP" EXHIBIT 4-5 ON EITHER SIDE WILL VARY. OF THESE PLANS. ANY WALL FOOTING EASEMENTS (IF NECESSARY) WHITE LANE ***= LANDSCAPE LOT TO BE DEDICATED TO THE CITY OF BAKERSFIELD, SHALL BE DEDICATED ON THE FINAL MAP. WISP ARTERIAL STREET HBLOCK WALL LANDSCA OMEOWNER'SAASSOCATIONPING TO BE MAINTAINED BY THE % NOT TO SCALE J a NOTE: IMPROVEMENTS SHOWN ARE EXISTING PER APPROVED PARCEL MAP NO. 12100 PLANS a EXISTING BLOCK WALL ST ll`�, Fx_"�(H.O.A. MAINTAINED) CL �t M r R/W 66 55' I 04 11 1 37. 54' 48' rLJ I �. 1 i 29' 29' 26' 1 12' L/S LOT I 5' 4' 8' U 8' 10' 5' 4' 1 7'** i i Q T.O.B. ELEVATION O O O 20' 18' LA SCAPE , EX. SLOPE ry 5 I 5 6 4 O5 z (NO PARKING) MEDIAN 20 w (2:1 MAX _I � g' g' (NO PARKING) z 5 7 5 I L/O TI I 5 li NOTE: STREET SECTION SHALL BE r� I FINISHED PAD , _J ` I PUBLICLY MAINTAINED, LANDSCAPING O I F -I 1 TO BE MAINTAINED BY H.OA.Li 1 3 I 2 L — -' — — -' -' — —_ EXISTING BLOCK WALL J NO PARKING ALLOWED PER "WMSP" EXHIBIT 4-11.3 (H.O.A. MAINTAINED) WINDERMERE STREET NO PARKING ALLOWED A WM SP COLLECTOR STREET % NOT TO SCALE R/W C/L 5'A I - 30' 30' R/W (SEE PLAN 16' S' 14 14' 16' SEE PLAN) I 11' 5' NO PARKING NO PARKING 5' 7 5 FINISHED 5 7 PAD 29° ,►l�N 2. 2 I 2. FINISHED FINISHED 4. 1 M MAX 1 2% 2' 2f PAD PAD 1 4 MAX / MAX ROUGH GRADE LINE (2" BELOW FLOWLINE GRADE) NO PARKING ALLOWED NO PARKING ALLOWED (SIDE YARD) NOTE: STREET TO BE MAINTAINED BY H.O.A. (SIDE YARD) (PRIVATE STREET) *-LANDSCAPE AREA SLOPES MAY PROPOSED VARY FROM 2% MIN TO 4:1 MAX PER "WMSP" EXHIBIT 4-16 w G RESIDENTIAL STREET > 7 NOT TO SCALE Q /-�T: ►J 2:1) 1 i I11,2:1 I 1 2.1 i� I �j� INLET DRAIN, TYP II i w DETAILE7 LJ 1 I w 1 E, ~ > > z 1 Boz r 1�Q 1 o p a It a 3" DRAINPIPE, TYP- 0-NLq w I� r ~ N I W a 1►- 1� (0 J 3" OUTLET - U) W Fy Q J R/W 10' L/S LOT 6' 5' ''5 7 2% CA 30' 20' 8' 20' NO PARKING -FIRE DEPT. ACCESS LANDSCAPE NO PARKING-FlRE DEF MEDIAN 2 3 4' 4' 3 ) 1 I ROUGH GRADE LINE (2" BELOW FLOWLINE GRADE) NOTE: STREET TO BE MAINTAINED BY H.O.A. (PRIVATE STREET) PROPOSED STREET SECTION LODEN DRIVE NOT TO SCALE -30'— ACCESS R/W EXHIBIT 4-19 C/L EXHIBIT 4-16 30' 30' 12' 18' W ARKING 14' 1 5' 7' 12' AT INTERSECTION NO PARKING 4 2, 2, I 2. 1 MAX 9'* PARKING ALLOWED (FRONT YARD) z 10' OR 15' R/W 30' CA R/W 30' w (SEE PLAN) 12' 18' W ARKING 5, 0 14' 16' SEE PLAN) _z 5' 7' 12' AT INTERSECTION NO PARKING 5' = I 7 5 1 7 5 4'79'y�N 1 FINISHED FINISHED lj' i M 2' 2' 2' % MSN PAD PAD \ \ \ X 2% 9 2' 2 '�� MAX 1 4 / . 1 M \,\\/\ -F PARKING ALLOWED ROUGH GRADE LINE (2" BELOW FLOWLINE GRADE) N0 PARKING ALLOWED (FRONT YARD) NOTE• STREET TO BE MAINTAINED BY H (SIDE YARD) J CL PROPOSED BLOCK WALL (H.O.A. MAINTAINED) TT 7347 OR DRILL SITE 2' 2' 1 FINISHED PAD/M/ \� (PRIVATE STREET) PROPOSED PARKING ALLOWED ON ONE SIDE COMBINATION OF "WMSP" EXHIBIT 4-16 & 4-19 RESIDENTIAL STREET 7 NOT TO SCALE R/W - 54' 50' WIDE LINEAR TRAIL 25' WIDE LANDSCAPE LOT PROPOSED DG PATH MULTI -USE TRAIL CONCRETE CURB AND LANDSCAPING MAY MEANDER LANDSCAPE AREA I 4' 8' LANDSCAPE AREA 20' WIDTH VARIES w © 4 WIDTH VARIES z NO PAR O 2% MIN o i o ROUGH GRADE LINE (FINE GRADING TO BE DONE BY z R) LOT WIDTH VARIES CONCRETE CONTRAC J J o~ j - 5' 5' J 2 3' 3' 2' I p w w J J I FINISHED FLOOR 3 I ( I I DRAINPIPE, TYP — — — — — — 1 �_ **= 2% MIN. SLOPE (TYPICAL) °1z I o �° N Ih 3" MITERED DRAIN, TYP �I FRONT SLOPE i 0 I? ' i N MIN. 3"0 RIGID (PVC) SMOOTH "NO PARKING ALLOWED" ROUGH GRADE LINE (2" BELOW FLOWLINE GRADE) NOTE: STREET TO BE MAINTAINED BY H.O.A. (PRIVATE STREET) PROPOSED PER "WMSP" EXHIBIT 4-16 & 4-19 NF1 RESIDENTIAL STREET NOT TO SCALE z R/W 10' OR 15' w (SEE PLAN) 12' I. _z I = 5' 7' OR 13' 4� �N 7 5 MAX - PARKING ALLOWED (FRONT YARD) 30' 18' W/PARKING 12' AT INTERSECTION J w R/W 10' PROPOSED BLOCK WALL L/S LOT (H.O.A. MAINTAINED) 5' 5' 6' NO BLOCK WALL ALONG 5 5 LOT "E" (PARK FRONTAGE) FINISHED PAD 2' ---- , OR 2% I FINISHED GRADE AX 1 � -- S HILAR BOTH SIDES � 2 2 -- - - i 1 4% M\PX I I I 1 -------------------- J CL R/W10' I PROPOSED BLOCK WALL L/S LOT (H.O.A. MAINTAINED) 1s' DOUBLE 11' 1 10' FRONTAGE 5 LOT % 2'2 2 FINISHED PAD 4:' MAX 1 AX 1 NO PARKING ALLOWED (REAR YARD) C/L 30' 18' W/PARKING 12' AT INTERSECTION `-ROUGH GRADE LINE (2" BELOW FLOWLINE GRADE) NOTE: STREET TO BE MAINTAINED BY H.O.A. (PRIVATE STREET) PER "WMSP" EXHIBIT 4-19 PARKING ALLOWED ON BOTH SIDES WISP RESIDENTIAL STREET NOT TO SCALE ST CL - 55' 48' C\ �NEER 10' WIDE 5' 4' 7' b/ ME IAN NO PARKING w g' z LANDSCAPE AREA 5 1 (F) 00 g' ' OR 13' 5' = FINISHED S I o \ Ho O. 0 Tal Ir cQ.� /,�\ I P t \° W�} Z J CD's I Z W g OD w Q w U __3 LL > w LL a o 0- R/W R/W 10' OR 15' z 12' (SEE PLAN) w �NEER 10' WIDE 5' 4' 7' b/ ME IAN NO PARKING w g' z LANDSCAPE AREA 5 1 (F) 00 g' ' OR 13' 5' = FINISHED � ao M > U 7 �° �I,\N PAD 2'O� 27 /�.,dr ° MAX I � 0. Tal Ir cQ.� /,�\ I P \/ �3a CD's PARKING ALLOWED (FRONT YARD) - ♦� R/W a I 1 I 29' 26' 1 g 18' LA SCAPE 20' 10' WIDE 5' 4' 7' ME IAN NO PARKING w g' z LANDSCAPE AREA 5 1 (F) FUTURE g' O DEVELOPMENT LL I NOTE: STREET SECTION SHALL BE PUBLICLY MAINTAINED, LANDSCAPING TO BE MAINTAINED BY H.OA. PER "WMSP" EXHIBIT 4-11 MUIRLANDS PARKWAY WISP COLLECTOR STREET NOT TO SCALE r r, ° MAX i "NO PARKING ALLOWED" J a 2OPOSD BLOCK WALL 1 l i DETAIL P WA R (H.O.A. MAINTAINED) LL PIPE (SLOPE 0 0.50% MIN) BREADK ' --� TYPICAL SECTION - 0.5% 0.5% R Z DRILL TT 7347 PARKWAY SLOPE C C JI 1 w NOT TO SCALE MIN MIN FUTURE PHASE �� TT 7347 DISTANCE MAY BE REDUCED TO o1 SITE of Q w SIDEWALK 5' VARIES ml 1' IF "H" !S LESS THAN ONE JI 2' 2' TYP w FOOT VERTICAL \ 6" YARD DRAIN NATURAL V) 2, VW/BACK OF WALK > n z FINISHED PAD �. dj cn DAYLIGHT 3"7 GROUND 2 = ?. 7 PARKWAY CURB & GUTTER-/ Q"� STREET CENTERLINE — — TYPICAL LOT ROUGH GRADING 7 NOT TO SCALE 12' WM t'? 1 CURB & GUTTER Til MITERED DRAIN 3: z g +�1 7 M z 3" RISER qk 2 . I EXISTING — -- FINISHED PAD STREET CENTERLINE 2� M�� O FINISH DR PAD FG I FINISHED PAD = GROUND, \ �� �. � FINISHED PAD /� /,, i.. i o c — — 3" DRAINPIPE, TYP � - 0.5% MIN SLOPE **-BLOCK WALL HEIGHT TO BE DETERMINED t —�y NATURAL m NOTE: YARD DRAIN SYSTEM TO BE INSTALLED AND SWALES TO BE in - GROUND BY ACOUSTICAL STUDY BY OTHERS 5 GRADED BY BUILDING CONTRACTOR AT THE TIME OF HOUSE o -- NOTE: FUTURE PADS IN ADJACENT TYPICAL SECTION CONSTRUCTION. PHASE SHALL BE GRADED AS SHOWN 0.5� MIN 3" ELBOW 3' HDPE OR PVC TYPICAL SECTION OR TEE DRAIN PIPE ON THIS PLAN_ 7 NOT TO SCALE YARD DRAINS ARE TO BE INSPECTED BY THE CITY BUILDING DEPT ----y 45' ELBOW 7 NOT TO SCALE � WHILE THE TRENCH IS OPEN. �I TYPICALECTION o DEP MINIMUM GRADE TO INLETS TO INSPECTED BY BUILDING GRAVEL Q YARD DRAIN INLET SECTION 7 NOT TO SCALE 0) DEPT AT FINAL STAGE OF FINE GRADING DURING HOUSE N.T.S. CONSTRUCTION. --I �---2' 10' a rn PERFORATED PIPE FINISH LOT GRADING AND DRAINAGE I LETTERED LANDSCAPE LOT I a N.T.S. P YARD DRAIN OUTLET SECTION o PROPOSED BLOCK WALL WIDTH VARIES w (H.O.A. MAINTAINED) DRILL ix � 7 N.T.S. m ? PROPOSED BLOCK WALL w< w M PAD LIMITS PAD LIMITS w Z ( ) VARIES w �- z mc � i EE PLAN) (LIMITS OF OVER 1 20' I 12' VARIES w SITE H.O.A. MAINTAINED a o wIY SEE PLAN VIEW I (SEE PLAN) I (SEE PLAN) I (LIMITS OF OVER I 10' PARK TT 7347 2, 2, 2 o co a aIQ SEE PLAN VIEW 1 SITE o 1 x rn I I I I AREA DRAIN 1 1 FINISHED FLOOR (6" DIA MIN) I / f \ = 2' 2' T.O.B. ELEVATION ,�!!\N , - A7° MYly 2fp�I PAD w `D = FINISHED 0 I m 2 2:1 \� \ I— — — — — — — — — LEVEL PAD I / 5 -------- --------- EXISTING � S I ' \4 �E c� GROUND 5' R EXISTING SLOPE p(Z\E MIN 1_ f i/ i \ Ei\E`'// (2:1 MAX) 1�I �= I MIN. 3.0 RIGID (PVC) SMOOTH EXISTING GROUND � j\ \�`�y/ j FINISHED PAD **-BLOCK WALL HEIGHT TO BE DETERMINED �4' WIDE CONCRETE SIDEWALK SEE DETAIL 45' ELL WALL PIPE (SLOPE 0 0.504 MIN) SEE DETAIL �ij��`�%�%j�l %i\/ // \jam ; BY ACOUSTICAL STUDY BY OTHERS (SIDEWALK MAY MEANDER) o e\.� TYPICAL SECTION A- A � TYPICAL SECTI O E NOT TO SCALE N B-BTYPICAL SECTION TYPICAL SECTION % U NOT TO SCALE 7 NOT TO SCALE`)�� Q Y NOT TO SCALE o COB RECORDS No. % O cn LU - I LTJ I I I I � I I WHITE LANE I i t I I /-TRACT 7347 BOUNDARY —�-------------------------------------------------- I I---- — ---- ---r-- -------------------- - — ,------- i-------- - - I I I I I � I r--- I I I I I I I I \ I 11 1 I I I I I I \ I I / - r— T- - - - - - — -T I i-- li i i ----------- 4 1 I I 1 I I 1 I I I I I I � I I I I i I I I TRACT 7254 I M . B. 61, PG. 147----------- I--------i 1 I I I--------�------------ t I '-------- \� \ "� \ I / ---- II I ( I I \ \ \ �- 1I II_ t--------- I1 \ \ \ \ \ 1 �!1 \ TRACT 7246-1 \ , M. B. 61, PG. 139 \\ �' v�p AP \ \ (GROSS) \ I , i , COMMUNITY L_ , CENTER ' BELCOURT PARK SER CONSTRUCTION (NOT A PART) \`' bit / 7111 / ,N TRACT/' , '`, �\ ' 7288-2 TRXCT 7288-3` -N- NORTH SCALE: 1"==120- 0 "=120'0 60 120 240 p' U LINE TABLE LINE Lt BEARING N87'32'00"W LENGTH 7.19' L2 L3 NO2'28'00"E S84'34'19"E 109.88' 15.07' L4 S89.19481 135.72' L5 S31'28'18"W 136.81' L6 S69'51'10"W 95.38' L7 N69'51'07"E 0.71' L8 S56'35'46"E 373.26' L9 S00'00'00"E 168.62' L10 S00'39'03"W 68.99' L11 N56'35'46"W 126.29' L12 N56'35'46"W 377.13' L13 N33'24'14"E 198.79' LTJ I I I I � I I WHITE LANE I i t I I /-TRACT 7347 BOUNDARY —�-------------------------------------------------- I I---- — ---- ---r-- -------------------- - — ,------- i-------- - - I I I I I � I r--- I I I I I I I I \ I 11 1 I I I I I I \ I I / - r— T- - - - - - — -T I i-- li i i ----------- 4 1 I I 1 I I 1 I I I I I I � I I I I i I I I TRACT 7254 I M . B. 61, PG. 147----------- I--------i 1 I I I--------�------------ t I '-------- \� \ "� \ I / ---- II I ( I I \ \ \ �- 1I II_ t--------- I1 \ \ \ \ \ 1 �!1 \ TRACT 7246-1 \ , M. B. 61, PG. 139 \\ �' v�p AP \ \ (GROSS) \ I , i , COMMUNITY L_ , CENTER ' BELCOURT PARK SER CONSTRUCTION (NOT A PART) \`' bit / 7111 / ,N TRACT/' , '`, �\ ' 7288-2 TRXCT 7288-3` -N- NORTH SCALE: 1"==120- 0 "=120'0 60 120 240 p' U onto wOcq mpg C' Iw- 5 wwWW cwnZ�a z c- cnmTznsT 0-wo a'J ;�O1-��oa O CO o_¢Qzv~z�zoz cew Z.,0 mmgqp _ M M Cfl J I -Oa �O�JmmU U ej a O � w=off-�W�x�z� w Z E O 1� ~ �tomwocp�= W ccj f0 awl-Zm�0L~ a'oopw�mrwn� > Q� � iZ ��1� �p U � -a CC Z d'�UQ'Zp�w ¢WOoLL30z¢mU o L? zz0mzp i LL (9 tU mismozpoppa U) 3 owZi>0wwT ww w¢ m�wto0CD m F-FW mozopom w ~Lu LV ..: (0 a) M o�zo�rwnWpzz> 045 ? O O ¢w�Qw��p~-cpja N O Z= O w O a z F - LLf N M w> 8;86,=2s _ Z Z 2 mF-Z W?§gz0<0w �- C%1 CC) co Z O O W a >w aw p w L O ta.T¢1¢-UUZpO o -a pu wwwm QJO�iiUO��=� r - �1 Zo=v�W=a�w o�K 0� p o w W= W g oz O w w m J— m W¢w,Z>wmAw pmmUO�ZZww mwOwZ.j-OQm ¢ J� w V� a > H w �} 2wwO2W Z CO ai-UDx<m N C' F- Oi O; O CL WI w Z = C7 J I� � w w W U O aj w > w jr _ LL aa. o a \tkEER * di Q• �Y ti 3 > Q a 1 m -- 0 o co --7 c rn 0 1-1 O 0 �n O M � O 3 Z 0 0-W DATE 1/0312019 PA JOS No. 3060 SHEET O 0 COB RECORDS No. OF 8 SHEETS SWPPP BEST MANAGEMENT PRACTICES GENERAL NOTES: DUST CONTROL BEST MANAGEMENT PRACTICES: PROJECT STATISTICS FOLLOWING ARE GENERAL NOTES, THE CONTRACTOR SHALL REVIEW ALL APPLICABLE CODES AND 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM THE 1. PROPERTY LOCATION: SOUTHWEST CORNER OF WHITE LANE AND REGULATIONS AND IMPLEMENT CONSTRUCTION SITE MONITORING PROGRAM AS NECESSARY TO SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) AND PROVIDE WRITTEN WINDERMERE STREET - TRACT 7347 PHASES MEET REGULATIONS. NOTIFICATION TO THE SJVAPCD VIA FAX OR EMAIL WITHIN 10 DAYS PRIOR TO THE 1 & 2 IN THE CITY OF BAKERSFIELD , EROSION s I 1. BEST MANAGEMENT PRACTICES (BMPs) CONTAINED HEREIN REFLECT MINIMUM REQUIREMENTS. COMMENCEMENT OF EARTHMOVING ACTIVITIES (AFTER THE PLAN HAS BEEN APPROVED BY COUNTY OF KERN STATE OF CALIFORNIA ED MENT & ALTERNATE METHODS PROVIDING EQUAL OR GREATER PROTECTION MAY BE UTILIZED. FOR SJVAPCD). SEC. 13 T.30S. R.26E. ADDITIONAL BMPs REFER TO CALIFORNIA STORMWATER BMP HANDBOOKS. 2. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE 2. LEGALLY RESPONSIBLE PERSON: JEFF EITTREIM 2. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN AND IMPLEMENTED IN ACCORDANCE WITH OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS WPG BAKERSFIELD LLC THE REQUIREMENTS OF THE CURRENT NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PROJECT. PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE 11601 BOLTHOUSE DRIVE STE 220 THE IMPACT OF DUST AND PM10 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR DUST CONTROL PLAN PROGRAMS• CONTRACTORSTATE'S 'SHALL OBTAIN AE COPY OF THESE LPR GRAMSTFOR HIS SHOWN USE. POLLU11ON CONTROL DISTRICT REGULATION VIII (8). THE CONTRACTOR SHALL OBTAIN A BAKERSFIELD. 93311 COPY OF THE REGULATION FOR HIS USE. THESE MEASURES SHALL INCLUDE, BUT NOT BE (949) 254-32255 3. THE CONTRACTOR MUST IMPLEMENT AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT LIMITED TO THE FOLLOWING: 3. QUALIFIED SWPPP PRACTITIONER: CONTROL ON ALL DISTURBED AREAS PER THE BMP HANDBOOK. A. PRE -ACTIVITY: (RESPONSIBLE FOR SWPPP 4. NON-STORMWATER DISCHARGES SHALL BE PROHIBITED FROM ENTERING ANY STORM DRAIN a) PRE -WATER SITE SUFFICIENT TO LIMIT VISIBLE DUST EMISSIONS (VDE) TO 20% OPACITY. IMPLEMENTATION) SYSTEM AND THE EXISTING STREET. b) PHASE WORK TO REDUCE THE AMOUNT OF DISTURBED SURFACE AREA AT ANY ONE TIME. TRACT 7347 PHASES 1 AND 2 5. NON-STORMWATER MANAGEMENT CONTROLS AND WASTE MANAGEMENT CONTROLS SHALL BE B. DURING ACTIVE OPERATIONS: PROPERLY IMPLEMENTED AS NECESSARY TO COMPLY WITH ALL APPLICABLE CODES. 4. QUALIFIED SWPPP DEVELOPER: FRED W. PORTER II a) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO LIMIT VDE TO 20% 6. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVENT A NET INCREASE OF SEDIMENT OPACITY. (RESPONSIBLE FOR SVJPPP POKIER &ASSOCIATES INC LOAD IN STORMWATER DISCHARGE. PREPARATION) 1200 21st STREET b) LIMIT ACTIVITY TO PERIODS OF LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN WIND BAKERSFIELD. CA 93301 BAKERSFIELD CALIFORNIA 7. ALL CONTROL DEVICES SHALL BE INSPECTED FOR PROPER INSTALLATION PRIOR TO BARRIERS SUFFICIENT TO LIMIT VIDE TO 20% OPACITY. (661) 327-0362 QUALIFYING RAIN EVENTS AS OUTLINED IN THE GENERAL ORDER. c) APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL ACCESS ROADS AND 8. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES. NECESSARY / 5. PROJECT TYPE: SINGLE FAMILY RESIDENTIAL SUBDIVISION UNPAVED VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VDE TO 20% OPACITY MATERIALS SHALL BE AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT LOCATIONS TO AND MEET THE CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE. 6. DISTURBED AREA: 50.21 GROSS ACRES FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR DAMAGED EROSION CONTROL MEASURES OR SEDIMENT CONTROL MEASURES WHEN RAIN IS IMMINENT. C. TEMPORARY STABILIZATION DURING PERIODS OF INACTIVITY: 7. AVERAGE DAILY 5,000 CY (APPROXIMATELY) BASED ON 20 DAYS 9. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, a) RESTRICT VEHICULAR ACCESS TO THE AREA. EARTHWORK THROUGHPUT: OF ROUGH GRADING APPROX. 1.000 CY DESILTING BASINS AND OTHER DEVICES. ANY DEVICES AND SLOPE SURFACE PROTECTION b) APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WITH THE THEREAFTER FOR FINE GRADING UNDERGROUND DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED. CONDITIONS OF A STABILIZED SURFACE. IF ANY AREA HAVING 0.5 ACRES OR MORE OF CONSTRUCTION, ETC. DISTURBED SURFACE AREA REMAINS UNUSED FOR SEVEN OR MORE DAYS, THE AREA MUST 10. POLLUTANTS SHALL BE REMOVED FROM STORMWATER DISCHARGES TO THE MAXIMUM COMPLY WITH THE CONDITIONS FOR A STABILIZED SURFACE AREA AS DEFINED IN RULE EXTENT PRACTICABLE (MEP) THROUGH DESIGN AND IMPLEMENTATION OF THIS PLAN. 8011. 11. PORTABLE SANITARY FACILITIES SHALL BE LOCATED ON RELATIVELY LEVEL GROUND AWAY D. CARRYOUT AND TRACKOUT ON PUBLIC ROADS: FROM TRAFFIC AREAS, DRAINAGE COURSES AND STORM DRAIN INLETS. a) ALL VISIBLE CARRYOUT AND TRACKOUT WITHIN 50 FEET OF THE SITE SHALL BE REMOVED 12. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED BY THE DEVELOPER AT THE END OF EACH WORKDAY. TRACKOUT BEYOND 50 FEET OR THE SITE SHALL BE OR HIS GENERAL CONTRACTOR ON ALL BEST MANAGEMENT PRACTICES (BMPs) INCLUDING REMOVED IMMEDIATELY. CONCRETE WASTE STORAGE AND DISPOSAL PROCEDURES. b) CLEANUP SHALL BE ACCOMPLISHED BY MANUAL SWEEPING OR APPROVED EQUIPMENT AND METHOD AS SPECIFIED BY THE SJVAPCD. 13. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF c) THE USE OF BLOWER DEVICES OR DRY ROTARY BRUSHES OR BROOMS, FOR REMOVAL OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS PROJECT. CARRYOUT AND TRACKOUT ON PUBLIC ROADS IS EXPRESSLY PROHIBITED. PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE THE IMPACT OF d) ANY PERMITS REQUIRED FOR MUD AND DIRT CLEANUP SHALL BE OBTAINED BY THE PERIMETER OF DISTURBED AREA DUST AND PM10 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL CONTRACTOR. _ DISTRICT REGULATION VIII (8). THE CONTRACTOR SHALL OBTAIN A COPY OF THE REGULATION FOR HIS USE. �/ //- SWPPP NOTES _ _ _ _ _ _ _ �� �I STOCKPILE MANAGEMENT NOTE F -fl INSTALL 25'x50' GRAVEL ENTRY/EXIT PER BMP TC -1 // / / /' I I I + STAGING II I I TEMPORARY I AREA .I CONTRACTOR SHALL INSTALL 15 MPH SPEED LIMIT SIGN / / I I I I 1 INSTALL MINSTALL STORM DRAIN INLET PROTECTION PER BMP SE -10 // / // /� 3 i SUMP I I ( ® I I STOCKPILE MANAGEMENT PER BMP VICINITY MAP / I I WM-3 AS NECESSARY DURING ® INSTALL SANITARY SEPTIC WASTE MANAGEMENT PER BMP // / / I IL-' _ _ - - - I 'I ROUGH GRADING NO SCALE WM-9. OPERATIONS. ❑5 INSTALL FIBER ROLLS PER BMP SE -5 OR SILT FENCE PER BMP SE -1 ALONG BOUNDARIES AS SHOWN FOR PERIMETER CONTROL. PERIMETER CONTROLS CAN BE REMOVED UPON/ // / // 78 - - -- - - - - - - - - -- - -- - -- - -- - COMPLETION OF BLOCK WALLS WHERE APPLICABLE. � i i ii I © INSTALL CONCRETE WASHOUT PER BMP WM-8 ❑7 INSTALL GRAVEL BAGS IN CURB & GUTTER AT / / / / / I fib 61 PROJECT AND PHASE LIMITS PER BMP SE -6 // / / / DRILL SITE / / / 69 I II ® INSTALL NON-STORMWATER BMP'S AS REQUIRED PER BMP / / / / 754no53 461 INS -8 NS -9 & NS -10. / (NOT A PART) / 77 e I SEE DETAIL 45❑9 INSTALL MATERIAL MANAGEMENT BMP'S AS REQUIRED FOR n / 60 PER BMP WM-1, WM-2, & WM-5.LUI 62 I _ / / ♦ / / I �``:� •moi 12 13 JI' 55 52 47 i I 70 0 I 44 11 1 76 ' ZI I I I . i i 1 5 I w 63 I 59 Z �I g - 1 66 W56 51 Of � 01 I I -------- I uj I 48 0 I I �_ ¢ 1 43 1 11 I / 71 I la / 7 75 ' I I � 58 / g I i 65 64 I 57 50 49 'I 42 II II \ A I \ 3 r' 3 I SEE DETAIL � I - ----- --- - j�; \ 6 , 72 _ MARIAtI _ I - - - -- LLJ __ � t / _ - --- i- - -- - - - - - - -- _ 41 ¢ 9 I s PHASE 1 3 3-51 10 - - - s I 17 18 i 29 30 I ii Ln O` \ 73 \ ,/ 4 5 I I 40 L I I o O 0 3 \ 4 2 I. I i I: I 16 19 28 31 \ Z 1 a oc l 'G P� 17 �� \ 1 \ I� 39 i a PHASE 2 2 W� � �` \ 20 � 16 I 32 II \ 3 \I Ni 27 \ 6 I 15 w 7 I i Ld = 38 15 \ \ \ /� \,\ I 0 \ - 8 Q r \ 3 ,I / I I 14 18-'l''' f / 9 _--� 21 26 33 i i r \ ✓ \ I I 37 V 19 3 `, o\ ` / COURT - 14 1 3 II /- II 26 25\ 22 I 25 34 I ! E 20 �vn / 24 \\ �l / 1 oohF �1 TG�QB�o 21 qpF� BELCOURT PARK UNDER CONSTRUCTION (BY SEPARATE PERMIT) --------------- V 22 23 MATERIAL I \\ \ a STORAGE 10 11 12 13 AREA PERIMETER OF p1S�JRBED 23 G BLOCK WALL 24 35 ��G ,EXISTING IMPROVEMENTS -__ -- - - EXISTING FIRE HYDRANT -- = STREET 1p i-------------- r--------------- \ r-------- I I I LOT LINE - HINGE RIGHT-OF-WAY INSTALL FIBER ROLLS PER BMP SE -5 AT BACK 0 SIDEWALK, TYP. - SIDEWALK - CURB & GUTTER -01 U O OW O m0 0cn W WSW lWZI-wyF a►=o z v�E-rila 0 w=az�pWmWO wwU--�w-ZZt> O� Ruglmow W - �UZ� 3m wd2�Jtn 10___ 3: zwppOU ita000W9DWc9 0 oaf Q�d�U�Zp f"w O � , w wvvivQzU wZ �m O U -Z' �OOvai CM W W Y w O U m 2� w >O -z pmwaEwltlzzp oo�¢wWzLD oJ¢ U0 x U F U E Ciavaw-�mzoa zpwww �OzQ Oa06_.60a-o Vm'zw~¢U¢Olj u ca E- UZowt-wW Z W LL 0 a-2vwiQavwco� �OfOWcIx p�Oa��� Zmw=�zaQ o oxUmwx �w �zF- >�J� V ¢O �Ov�� m%w�w pwwLqgm wo,�z>mm¢ai O>twi 3&w=Om-w Qw0wWcJjZ0 w'wx wz�a V) I-1--oaP-0ocra2 STREET CENTERLINE - Lco��IJ co h. 1-7TR-6001 "C" -LO�w'0P STOCKDA L6223 I HIGH A TYPICAL LOT BMP'S SCHOOL C�� I LANE rn U) m o PM No. LOT 1 LLA No. 111161 SHALL INSTALL TEMPORAR" CONSTRUCTION PROJEC 12-0351 75 ch o SITE PERIMETER OF SITE TO RESTRICT U N _ � UNAUTHORIZED VEHICLE ACCESS. QLOT 1 L4861 CALIFORNIA LLA No, J� 13-0176 (} THE w �A Q rQ- � MUIRLANDS rn 5 m N wmo A �, a (-4TR-6116 OSP 4:a v, �� \ L7 O DRIcn VE !W W U) CZ4c a' w m II DESCRIPTION INSTALL 15 MPH SPEED LIMIT SIGN / / I I I I 1 INSTALL MINSTALL STORM DRAIN INLET PROTECTION PER BMP SE -10 // / // /� 3 i SUMP I I ( ® I I STOCKPILE MANAGEMENT PER BMP VICINITY MAP / I I WM-3 AS NECESSARY DURING ® INSTALL SANITARY SEPTIC WASTE MANAGEMENT PER BMP // / / I IL-' _ _ - - - I 'I ROUGH GRADING NO SCALE WM-9. OPERATIONS. ❑5 INSTALL FIBER ROLLS PER BMP SE -5 OR SILT FENCE PER BMP SE -1 ALONG BOUNDARIES AS SHOWN FOR PERIMETER CONTROL. PERIMETER CONTROLS CAN BE REMOVED UPON/ // / // 78 - - -- - - - - - - - - -- - -- - -- - -- - COMPLETION OF BLOCK WALLS WHERE APPLICABLE. � i i ii I © INSTALL CONCRETE WASHOUT PER BMP WM-8 ❑7 INSTALL GRAVEL BAGS IN CURB & GUTTER AT / / / / / I fib 61 PROJECT AND PHASE LIMITS PER BMP SE -6 // / / / DRILL SITE / / / 69 I II ® INSTALL NON-STORMWATER BMP'S AS REQUIRED PER BMP / / / / 754no53 461 INS -8 NS -9 & NS -10. / (NOT A PART) / 77 e I SEE DETAIL 45❑9 INSTALL MATERIAL MANAGEMENT BMP'S AS REQUIRED FOR n / 60 PER BMP WM-1, WM-2, & WM-5.LUI 62 I _ / / ♦ / / I �``:� •moi 12 13 JI' 55 52 47 i I 70 0 I 44 11 1 76 ' ZI I I I . i i 1 5 I w 63 I 59 Z �I g - 1 66 W56 51 Of � 01 I I -------- I uj I 48 0 I I �_ ¢ 1 43 1 11 I / 71 I la / 7 75 ' I I � 58 / g I i 65 64 I 57 50 49 'I 42 II II \ A I \ 3 r' 3 I SEE DETAIL � I - ----- --- - j�; \ 6 , 72 _ MARIAtI _ I - - - -- LLJ __ � t / _ - --- i- - -- - - - - - - -- _ 41 ¢ 9 I s PHASE 1 3 3-51 10 - - - s I 17 18 i 29 30 I ii Ln O` \ 73 \ ,/ 4 5 I I 40 L I I o O 0 3 \ 4 2 I. I i I: I 16 19 28 31 \ Z 1 a oc l 'G P� 17 �� \ 1 \ I� 39 i a PHASE 2 2 W� � �` \ 20 � 16 I 32 II \ 3 \I Ni 27 \ 6 I 15 w 7 I i Ld = 38 15 \ \ \ /� \,\ I 0 \ - 8 Q r \ 3 ,I / I I 14 18-'l''' f / 9 _--� 21 26 33 i i r \ ✓ \ I I 37 V 19 3 `, o\ ` / COURT - 14 1 3 II /- II 26 25\ 22 I 25 34 I ! E 20 �vn / 24 \\ �l / 1 oohF �1 TG�QB�o 21 qpF� BELCOURT PARK UNDER CONSTRUCTION (BY SEPARATE PERMIT) --------------- V 22 23 MATERIAL I \\ \ a STORAGE 10 11 12 13 AREA PERIMETER OF p1S�JRBED 23 G BLOCK WALL 24 35 ��G ,EXISTING IMPROVEMENTS -__ -- - - EXISTING FIRE HYDRANT -- = STREET 1p i-------------- r--------------- \ r-------- I I I LOT LINE - HINGE RIGHT-OF-WAY INSTALL FIBER ROLLS PER BMP SE -5 AT BACK 0 SIDEWALK, TYP. - SIDEWALK - CURB & GUTTER -01 U O OW O m0 0cn W WSW lWZI-wyF a►=o z v�E-rila 0 w=az�pWmWO wwU--�w-ZZt> O� Ruglmow W - �UZ� 3m wd2�Jtn 10___ 3: zwppOU ita000W9DWc9 0 oaf Q�d�U�Zp f"w O � , w wvvivQzU wZ �m O U -Z' �OOvai CM W W Y w O U m 2� w >O -z pmwaEwltlzzp oo�¢wWzLD oJ¢ U0 x U F U E Ciavaw-�mzoa zpwww �OzQ Oa06_.60a-o Vm'zw~¢U¢Olj u ca E- UZowt-wW Z W LL 0 a-2vwiQavwco� �OfOWcIx p�Oa��� Zmw=�zaQ o oxUmwx �w �zF- >�J� V ¢O �Ov�� m%w�w pwwLqgm wo,�z>mm¢ai O>twi 3&w=Om-w Qw0wWcJjZ0 w'wx wz�a V) I-1--oaP-0ocra2 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1.800.227.2600 AT LEAST TWO DAYS BEFORE YOU DIG 0 O c" 3 tl tZ U STREET CENTERLINE - Z A TYPICAL LOT BMP'S N.T.S. rn U) m o NOTE: >" CONTRACTOR SHALL INSTALL TEMPORAR" CONSTRUCTION 75 ch FENCING AROUND PERIMETER OF SITE TO RESTRICT U � UNAUTHORIZED VEHICLE ACCESS. 0 CALIFORNIA STORMWATER BMP HANDBOOK (} THE FOLLOWING CALIFORNIA STORMWATER CONSTRUCTION BMP'S � SHALL BE CONSIDERED A PART OF THESE PLANS AND MAY APPLY m N DURING THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR AND W OSP SHALL IMPLEMENT ADDITIONAL BMP'S AS REQUIRED DURING L7 O CONSTRUCTION. W U) CZ4c a' w BMP NO. DESCRIPTION cq co EC -1 SCHEDULING ❑ EC -2 PRESERVATION OF EXISTING VEGETATION ❑ EC -4 HYDROSEEDING ❑ EC -5 SOIL BINDERS ❑ EC -9 EARTH DIKES AND DRAINAGE SWALES ❑ EC -16 NON -VEGETATIVE STABILIZATION SE -1 SILT FENCE ❑ SE -2 SEDIMENT BASIN ❑ SE -3 SEDIMENT TRAP Z SE -5 FIBER ROLLS ® SE -6 GRAVEL BAG BERM SE -7 STREET SWEEPING AND VACUUMING ❑ SE -8 SANDBAG BARRIER SE -10 STORM DRAIN INLET PROTECTION WE -1 WIND EROSION CONTROL TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT TC -2 STABILIZED CONSTRUCTION ROADWAY ❑ TC -3 ENTRANCE/OUTLET 11RE WASH NS -1 WATER CONSERVATION PRACTICES ® NS -8 VEHICLE AND EQUIPMENT CLEANING ® NS -9 VEHICLE AND EQUIPMENT FUELING ® NS -10 VEHICLE AND EQUIPMENT MAINTENANCE ® NS -12 CONCRETE CURING 0 NS -13 CONCRETE FINISHING Z NS -14 MATERIAL AND EQUIPMENT USE ® WM-1 MATERIAL DELIVERY AND STORAGE WM-2 MATERIAL USE ® WM-3 STOCKPILE MANAGEMENT E WM-4 SPILL PREVENTION AND CONTROL ® WM-5 SOLID WASTE MANAGEMENT 21 WM-6 HAZARDOUS WASTE MANAGEMENT ° 21 WM-8 CONCRETE WASTE MANAGEMENT .21 ° Z WM-9 SANITARY/SEPTIC WASTE MANAGEMENT N UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1.800.227.2600 AT LEAST TWO DAYS BEFORE YOU DIG 0 O c" 3 tl tZ U Z Z 0 rn U) m o O >" o N QLu 75 ch LL U co U � & w w 0 w r ) (} �L Z � w W m N � W � CO; 06 Z L7 O W U) CZ4c a' w cq co O CD O N 1� Z 0 O w W w CLN w 0 & w w x � CL K J CG Z Lm w w W O ' � > w LL 0- U. o a Z � N a J 06 Z Ci O � 2 o � 06 z �. w � 0 Lu �. (J' U o Q w W Z 0 O W o DATE 1103/2019 PA JOB No. 3060 NORTH i SCALE: 1 "=1 00' � SHEET rz 0 50 100 200 v O 0 COB RECORDS No. OF 1 SHEETS