Loading...
HomeMy WebLinkAbout6.9-285OWNER: FROEHLICH SIGNATURE HOMES N M 12625 JOMANI DRIVE SUITE 101 ADDRESS BAKERSFIELD, CA. 93312 CIN. STATE, ZIP (661) 664-7130 PHONE # GEOTECHNICAL ENGINEER: Y�II�.y�l�[HIPI��:alt•[�1►H71 COMPANY NAME TONY M. FRANGIE RCE 39549 EN INEER 5 NAME & IJ 1451, # 4400 YEAGER WAY ADDRESS BAKERSFIELD CA. 93313 CITY, S ATE, LIP (661) 831-5100 ,u m GRADING CONTRACTOR: COMPANY NAME ADDRESS BENCHMARK USED: CHISELED " 0 " IN TOP OF CURB ON EAST SIDE OF ALLEN ROAD AT THE NORTHWEST CORNER OF LOT 11 OF TRACT No. 5489 PHASE "A" PER THE SEWER AND STORM—DRAIN PLANS FOR SAID TRACT No. 5489 PHASE "A". M.B. 39, PG. 42. ELEVATION = 364.08 (U.S,G,S. DATUM) BASIS OF BEARINGS: THE BEARING N 00'40'21" E AS SHOWN FOR THE WEST LINE OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 29 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, AS SHOWN ON PARCEL "C" OF PARCEL MAP 10763 RECORDED AUGUST 6, 2002 IN BOOK 52 OF PARCEL MAPS AT PAGE 114 IN THE OFFICE OF THE KERN COUNTY RECORDER, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. LEGAL DESCRIPTION: PARCEL "C" OF PARCEL MAP 10763 AS PER MAP RECORDED AUGUST 6, 2002 IN BOOK 52 OF PARCEL MAPS AT PAGE 114 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A PORTION OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 29 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE PARCEL "C" OF P.M. NO. 10763 SITE PLAN REVIEW NO. 17111111,11110432 GRADING PERMIT # 18,,1,,,,,,40000039 BAKERSFIELD, CALIFORNIA 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. ABBREVIATIONS TYPICAL ALL SHEETS UNLESS SUPERSEDED BY SHEET DEFINITION EX BARNSDALE AVENUE PROJECT SITE FUTURE BRIMHALL ROAD FINISHED GROUND FS FINISHED SURFACE 0 0 FF FINISHED FLOOR NG or OG NATURAL/ORIGINAL GROUND EP � AC z z w AGGREGATE BASE g tt STOCKDALE HIGHWAY w VICINITY MAP NO SCALE PARCEL "C" OF P.M. NO. 10763 SITE PLAN REVIEW NO. 17111111,11110432 GRADING PERMIT # 18,,1,,,,,,40000039 BAKERSFIELD, CALIFORNIA 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. ABBREVIATIONS TYPICAL ALL SHEETS UNLESS SUPERSEDED BY SHEET DEFINITION EX EXISTING FUT FUTURE FG FINISHED GROUND FS FINISHED SURFACE FP FINISHED PAD FF FINISHED FLOOR NG or OG NATURAL/ORIGINAL GROUND EP EDGE OF ASPHALT CONCRETE PAVEMENT AC TOP OF ASPHALT CONCRETE PAVEMENT AB AGGREGATE BASE ASB AGGREGATE SUB—BASE CL CENTERLINE DWY or D/A DRIVEWAY OR DRIVE APPROACH FL FLOWLINE GB GRADE BREAK TOG TOP OF GRATE/CATCH BASIN INLET TOC TOP OF CONCRETE CORO CONCRETE BW BACK OF SIDEWALK TO TOP OF CURB BCR BEGIN CURB RETURN ECR END CURB RETURN PI POINT OF INTERSECTION EC END CURVE BC BEGIN CURVE PIVC VERTICAL CURVE POINT OF INTERSECTION POVC POINT ON VERTICAL CURVE VC VERTICAL CURVE BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE PRC POINT OF REVERSE CURVE PCC POINT OF COMPOUND CURVE ON THIS SHEET MAX MAXIMUM MIN MINIMUM TYP TYPICAL EL or ELEV ELEVATION BDRY BOUNDARY R RADIUS L LENGTH AF ACRE—FEET SF SQUARE FEET LF LINEAR FEET EA EACH CY CUBIC YARDS ESMT EASEMENT RW RIGHT—OF—WAY SD STORM DRAIN C8 CATCH BASIN SWR SANITARY SEWER MH MANHOLE WTR WTR G GAS REQ'D REQUIRED HP HIGH POINT IT[�[[1� I CERTIFY UNDER PENALTY OF LAW, BASED ON INFORMATION AND BELIEF FORMED AFTER REASONABLE INQUIRY, THAT THE SUBMITTED DOCUMENTS ACCURATELY DEPICT THE PROPOSED URBAN DEVELOPMENT AREA AND THAT THE STATEMENTS AND INFORMATION CONTAINED HERON ARE TRUE, ACCURATE AND COMPLETE. TOTAL DISTURBED AREA (FOR PERMIT PURPOSES) 5.00 GROSS ACRES HCP— DISTURBED AREA (DUE PER THESE PLANS) 5.00 GROSS ACRES FRED W. PORTER, R.C.E 33448 DATE LC_r ► 0 :► T I O 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 0.20 FT LOSS DUE TO CLEARING AND GRUBBING OF THE SITE. THE ENGINEER MAKES NO WARRANTY AS TO THE ANTICIPATED SHRINKAGE. FACTOR. CUT OVER—EXCAVATION FILL* (INCLUDES OVER—EX.) IMPORT** COMPACTION FACTOR ON—SITE GRADING AREA TOTAL NUMBER OF LOTS 2,240 CY t 22,160 CY t 23,285 CY t 4,705 CY t 125% 5.00 GROSS ACRES N/A *FILL QUANTITIES ARE "COMPACTED IN—PLACE" VOLUMES. ** IMPORT SHALL BE FROM AN APPROVED FACILITY AND COORDINATED WITH BUILDING DEPT. OFFICIAL. NOTE SEE SITE PLAN FOR DIMENSIONS NOT SHOWN ON THIS PLAN, SHEET No. INDEX O TITLE SHEET © GENERAL NOTES SOILS REPORT RECOMMENDATIONS CD GRADING PLAN NORTHWEST QUADRANT ® GRADING PLAN NORTHEAST QUADRANT 05 GRADING PLAN SOUTHWEST QUADRANT © GRADING PLAN SOUTHEAST QUADRANT 07 GRADING PLAN CENTRAL COURTYARD AREA ® TYPICAL SECTIONS - DETAILS O STORM DRAIN PLAN 1STORM DRAIN PLAN TYPICAL SECTIONS - DETAILS O PAVING -CONCRETE PLAN I I I I The GRADING PLAN as shmn on this drawing is hereby Approved, sub*'WWany,r icatedcorrectionsoraddihons. Approvalbythe Pubkc Works Department and Buddup Department indicates approvalordyes to design colons used and conformance to City Standards, Cad, and Ordinances. EngmeerforthesrNdimoemitleveloparshallberaSponsible Mr accuracy of calculations for this plan and Shall Submit a c®6ifiai gra lsB plan afler compfen" of the grading. APPROVED BY: ublic Works Departrylerd V Ds9® / 4 /111171/3 Building Department Date NOTE: rj Q \z O Oj zF�z Oz M Wam<iF'w Nu>+F,aQ VJ N W.o � a E NOTA i ,9 N Wiof O�//A�� U) d NWOWV J6�U / M `U. �?Opy OGyO>+a VJ (i N W m >=a 00y�zzW W N -co o$3��wwza� 06z � o aw—¢w roc4 QomQ-- 1..1. z Cl) N ya awes ao0a LU th Z p O w 0 ad W W N Pry�a=�>OC�o � N f0 =zpy,+,m3nz zzLL O m3'ca�zSw O Z, Qa 4Lr,O�K�u�w�g � w m6�m�WOZWZZ NN N'�rwryy W W V .0 do N FFTF Ci�¢I r111y' 0,15 f IJP' IiAKEf;SRELD BUILDING DEPARTMENT 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—DWO AND ORDER 2012-0006—DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE NTH 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 5050384477 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. P.M. NO. 8392 P.M. BK. 37, PG. 189 S88°11'05"E 494.92' N89110'53"W 494.82' wE�L SITE I TRAgT 6796-2 M.B. 151, PG. 12 I I I I II KEY MAP SCALE: 1'=100' UNDERGROUNDSERVICEALERT OFSOUNERNCAUFORNIA DIALTOLL FREE HKI017/-2500 AT LEAST PND DAYS BEFORE YOU DIG a ar nor i 1 rL S ADDRESS: 1600 JENKINS ROAD A.P.N. NO.: 495-010-46 SITE PLAN REVIEW NO. 17-0432 yii, Y GO M M s Z- %Sit Q f 9 .j W esu W� QCL Z Q "' W W M W i F- _ Q W ®U) QCZ_I Z ��- a ( W ~ Z �- W W V DATE 11/27/2018 PA JOB No. 3023 1 OF 11 SHEETS tedaJ_e lws DO U( I CID a rI, O Ct x< m O V) N89110'53"W 494.82' wE�L SITE I TRAgT 6796-2 M.B. 151, PG. 12 I I I I II KEY MAP SCALE: 1'=100' UNDERGROUNDSERVICEALERT OFSOUNERNCAUFORNIA DIALTOLL FREE HKI017/-2500 AT LEAST PND DAYS BEFORE YOU DIG a ar nor i 1 rL S ADDRESS: 1600 JENKINS ROAD A.P.N. NO.: 495-010-46 SITE PLAN REVIEW NO. 17-0432 yii, Y GO M M s Z- %Sit Q f 9 .j W esu W� QCL Z Q "' W W M W i F- _ Q W ®U) QCZ_I Z ��- a ( W ~ Z �- W W V DATE 11/27/2018 PA JOB No. 3023 1 OF 11 SHEETS tedaJ_e lws 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 BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL 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 UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTLITES 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 INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FlUNG HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD 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 WIT APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. R E 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBUC 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 CAUFORNIA BUILDING CODE AS MODIFIED BY CITY OF BAKERSFIELD ORDINANCE, AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. JOB No. SEI FILE NO. 17-16357, DATED MAY 24, 2018, AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 2. ALL DESIGN ELEVATIONS SHOWN ARE TO FINISHED GRADE, UNLESS OTHERWISE NOTED. 3. THE GEOTECHNICAL ENGINEER DESIGN ENGINEER AND BUILDING OFFICIAL SHALL BE NOTIFIED AT LEAST A F AN WORK AND PRIOR TOP ACING ANY FILL MATERIAL. 2 DAYS BEFORE THE START 0 Y I L TE 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 SHALL BE DONE UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE PLAN AND 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 NII (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 VDE TO 20% OPACITY B. LIMIT ACTIVITY TO PERIODS OF LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN WIND BARRIERS SUFFICIENT TO LIMIT VDE TO 20% OPACITY. C. APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL/ACCESS ROADS AND UNPAVED VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VDE TO 20% OPACITY AND MEET THE CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE. GRADING NOTES CONTINUED C. TEMPORARY STABILIZATION DURING PERIODS OF INACTIVITY: A. RESTRICT VEHICULAR ACCESS TO THE AREA. B. APPLY WATER OR OTHER APPROVED SUBSTANCE SUFFICIENT TO COMPLY WITH THE CONDITIONS OF A STABILIZED SURFACE. IF ANY AREA HAVING 0.5 ACRES OR MORE OF DISTURBED SURFACE AREA REMAINS UNUSED FOR SEVEN OR MORE DAYS, THE AREA MUST COMPLY WITH THE CONDITIONS FOR A STABILIZED SURFACE AREA AS DEFINED IN RULE 8011. D. CARRYOUT AND TRACKOUT ON PUBUC 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. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS OBTAINED BY ASTM TEST METHOD D1557-78, AND SHOULD EXTEND TO A MINIMUM DISTANCE OF 2 FEET BEYOND THE OUTSIDE EDGES OF PAVEMENTS. SURFACES TO RECEIVE CURBS, GUTTERS AND SIDEWALKS SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DENSITY TO A MIMIMUM DEPTH OF 6 INCHES BELOW GROUND SURFACE. 15. PAD AREAS SHALL BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL, SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF 12 INCHES BELOW THE EXISTING GROUND SURFACE IN AREAS TO BE FILLED OR 12 INCHES BELOW FINISH PAD IN CUT AREAS, UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL INVESTIGATION OR DIRECTED BY THE GEOTECHNICAL ENGINEER. COMPACTION IN PROPOSED AREAS ON THE SITE ON WHICH STRUCTURES ARE TO BE PLACED MUST BE COMPACTED TO 90% DENSITY FOR A MINIMUM DISTANCE OF 5 FEET BEYOND THE OUTSIDE EDGES OF THE FOUNDATIONS OF THE STRUCTURES. THE DEPTH OF OVEREXCAVATION AND COMPACTION IN PAD AREAS SHALL CONFORM TO THE RECOMMENDATION OF THE GEOTECHNICAL ENGINEERING INVESTIGATION. RE -COMPACTION OF OVER -EXCAVATED MATERIAL SHALL BE TO AT LEAST 90% OF MAXIMUM DRY DENSITY. 16, FLOODING, JETTING, OR SIMILAR 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 FILL HILL -SIDE SLOPES TO PREVENT RUNOFF FROM GOING OVER THE SLOPE. 24. FILL MATERIAL SHALL BE SUBJECT TO THE GEOTECHNICAL ENGINEERS APPROVAL 25. ENGINEERED FILL MATERIALS SHOULD BE PLACED IN ACCORDANCE 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 SHALL, AFTER EXAMINING THE PLAN, GEOTECHNICAL INVESTIGATION AND THE SITE TERRAIN, PREPARE HIS BID PRICE FOR THE PROJECT, BASED ON HIS OWN EARTHWORK CALCULATIONS. IF A DEFICIENCY OR AN EXCESS OF SOIL ARISES DURING GRADING THE GRADING CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERMINE IF ADJUSTMENTS CAN BE MADE TO IMPROVE TETE 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. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 30. ITIS 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.) 31. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL GEOTECHNICAL INVESTIGATION COVERING THE SITE PREPARATION AND GRADING SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING DEPARTMENT BY THE GEOTECHNICAL ENGINEER. AFTER COMPLETION OF THE GRADING, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, ON A FORM PRESCRIBED BY THE ENGINEER, A STATEMENT THAT THE GRADING HAS BEEN COMPLETED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS FOR THE PROJECT, INCLUDING ALL RECOMMENDATIONS AND REQUIREMENTS OF THE GEOTECHNICAL INVESTIGATION FOR THE PROJECT, IF ANY. 32. 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. GRADING NOTES CONTINUED 32. 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 INSTALLED; BERMS ARE INSTALLED AT TOPS OF SLOPES; AND THE STATEMENTS REQUIRED FROM THE CIVIL ENGINEER, GEOTECHNICAL ENGINEER, ENGINEERING GEOLOGIST (IF ANY) AND GRADING CONTRACTOR HAVE BEEN RECEIVED. C. FINAL - WHEN GRADING IS COMPLETED; ALL DRAINAGE DEVICES NECESSARY TO DRAIN THE BUILDING PAD HAVE BEEN INSTALLED, SLOPE PLANTING ESTABLISHED, IRRIGATION SYSTEMS INSTALLED AND THE AS -GRADED PLANS AND REQUIRED STATEMENTS HAVE BEEN SUBMITTED. 33. 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. SOILS REPORT RECOMMENDATIONS THE FOLLOWING IS AN EXCERPT FROM THE SOILS REPORT PREPARED BY SOILS ENGINEERING, INC FOR THIS PROJECT. THE CONTRACTOR MALL OBTAIN A COMPLETE COPY OF THE SOILS REPORT. D. Ground Surface Pmoa stion. Proposed Structure Areas: The objective of the over-excaysfon and.. Compaction of the upper layer of sails in the: building area is toremove the lease: sots .and to construct a uniform engineered fill layer that; will minimize the settlements of the proposed structures. Accordingty, earth materials within andto a. distance beyond the proposed... structure footprint should be prepared as. follows f Excavate semi material to a minimum depth of three feet (3) balm Ire bottom of the lowest foundation elevation or five (5) feet below exisfing graders each of ft. stmdum areas, whichever isdeepw- 2. The bottom of Me excavation shall be reviewed by the soilengineer or his. representative prior to any ball-opeatai% The top twelve '(12) Inches of materials exposed at to bottom of the excaveton shall he sceriffed, moisture - conditioned and compacted to a minimum of 90 percent of ASTM ❑1557, 3 Moisten excavated and Imported sots be dear the optimum moisture or to: a inojstum content consistent with etaoave compaction and act stal>Wty. Compact. moistanod sails to a minimum of 90 percent Of the9 IMUm density obtained by ASTIR Test Method D1657. a Work to lines at most ton (10) feet beyond the outside edges of'exterior footing and two feet beyond pavement edges except where excavation may undermine.... or damage adjacentstructums or utilities. Review., Prior to any compaction or badcfll actiw7es, the bottom of the excavation shall. be reviewed by the gleatechnical engineer or his mprmentatWe If indications of previous fit, discoloration; Wase or compressible material, buried Improvemrtts; stna#ums, pipeBres, debris,: rubble, trash Or any a0erdistudance are observed by the contractor, thegeotedmoei engineer shall: he notified: immediately. Exoavationofnative soils shall continue in verticai Increments of am foot unfit compaction testa at the bottom of the excavation equal or exceed SO%: . FBI placement in excavations shall not proceed until the gededruml engineer or his represerfsRre on the sitehas reviewed,: tested as described above` and accepted. matenalse posed at the bottom exposed tto excavation. Proof -rolling: Attar the bottom of the excavation has beer) revealed, the soil surface should be proof -rolled with a loaded spapei or other equipment with high wheelloads. Roof-mting is Intended to fdenii y loose areas which could require add0onal excavation and compaction. Proof -tolling sl10UW be performed at a normal walldng speed Wheal hacks should cover the entire excavation surface.. C rhe Wn has been and -roll d t beardeticm. Ate t nor awat reviewed i proof ed ori has..: been determined that Ile additlanal exCavatien is. ragdiad, plana and compact the excavated soils, or approved import material, in thinlits, Adjust the moisture content of the material to be compacted as needed prig W Compaction. Apply Compactor effort inconformance with the ammmandetom of this capon, using means, method$, and equipment suitable for the type of. material being compacted Refer In Appendix A far compaction requirements,. Pav misedArps: Ground Surfaces to receweconcrete and baumurrous pavements should be. depth of Seabed era compacted fore minimum depth d 12 inches balm the grading place in ant. Sense a to 12 hdhes In areas to reaahie ftp: Engineered fit placed In proposed pavelnom arm would conform W the mquraments: of section 6.4 'P Miang, Spreading and Compactino FIII Materials,' of Appendix A Compaction in proposedpavement areas should be a minimum of 90 .percent of the maximum density as obtained to ASTM Test Method D-1557,and should extend to a minimum of two 2 feet beyond the outside edges, of pavements. (7 ye 9 Earth moderate obtained on sue am acceptable for use as engineered fill provided that: all grassesweeds and other deeeriola debris are fest removed. Engineered fill materials should be placed in thin layers (less than ten Inches uncompaeted thickness), brought to neer the optimum moisture content or to a,moistum content commensurate. with eftadve compactionand soil stability,: and compacted to a minimumof g0 percent: of the maximum density obtainable by ASTM Test Method D1657, 'Placing. Spreading and Compacting Fill Materials' in Appendix A, F. imoorlad Filf The table shown below provides genal guidelines for acceptance of Import engineered fill. Materials a equal or better quality than on-site material could be reviewed by the Geotechnical E sneer on a case -by -ease basis No coif materials shall ce Imported onto case- m g Y Porte the project site without pria:approval by the Geotechnical Engineer Any devliitWrh from. the specifications given below shall be approved by the Geotechnical Engineer prior to .Import operations. MAXIMUM PERCENT PASSINON20DSIEVE...... ,_.;......... .. 40 MAXIMUM PERCENT RETAINE03-SIEVE... ............ .. ..... .........0 MAXIMUM PERCENT RETAINED 1WINEVEFORBU/L0INGARE43 ......... ....:..,.«.... tie" MAXIMUM PERCENT RETAINED',PSIEVE FORLANDSCAPEAREAS ... .............. ........5 MAXIMUM:LIQUIDLIMIT................................................ ........................ ..--::...: ..... 40. MAXIMUM: PLASTIC" INDEX ....... ... _ .....:...14 MINIMUM RVALUE FOR PAVEMENTAREAS._ ........: ......eon MAXIMUM EXPANSION. INDEX........................ ................ : ................................... ..20- Furthermore, the sots proposed for Import shall be generally homogenous and shall not contain cemerted or clayey and/or sity lumps larger than one Inch. When such lumps are present; they shall not represent mora than en percent (10%) of the material by dry weight, Where a proposed import source contains obviously variable soils, such as clay and/or SIR Myers,; the soils which do not meet the above requirements shell be segregated and not used for this project; or the various layers shallbe thoroughly mixed prior: to acceptance: testing by the Geotechnical Engineer: The contactor shall provide sufficient notice, potato Import operations, to allow eating: and evaluation of the proposed Import materials Becauseof the time needed W perform the. above tests,.. the contractor and provider a means by which the Geotachncal Engineer or others can verity that the sall(s) which was sampled and tested is the same.. sails) which Is being imported to the project G. Dmina" Fmisled ground Wades adjacent to the proposed structures should be: sloped m provide postive fru drainage away from the foundations. No areas should be constructed that wa k allow dramaga generated on the site; or water. impinging upon the site from, outside sources to pond near feelings and slabs or behind cud s. Where ground surfaces adjacent to subsurface walls am to be landscaped, wails should be waterproofed Installation of gavel -filled drains to route subsurfacedrainage away from walls. will reduce the thickness of..damp-proofing resulting in a considerable Savings, H. Slopes Both fill and cut slopes should be constructed at 2:1 (horizontal to vertical) inaccordance with the 2015 Uniform Building Code. Finished slopes nearer then five feet frombuilding foundations should be graded no steeper than five horzontal to one vertical (5:1), A slope ratio of two Horizontal to one vertleal (2:1) should .provideadequate: stability for slopes fartherthan five feet from footing lines. The fill slopes shall be compacted to a .minimum of 90% of ASTM D1557 and In. accordance with the Guide .Soe ions: for E-arthwork,: Appendix A. This may be achieved by overfilling the contacted 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 deaired product. The cut portion of the slope should be constructed first. Prior to construction of the fill .elope Incompetent surface soils should be removed from the top of the W. 'Both fill and cut slopes will be subject to :erosion immediately after grading, and should be designed to reduce surfiaal sloughing by Implementing a permanent slope .maintenance program as seen as practical after completion of slope construction Slope maintenance should include proper cam of erosion and drainage control devices, rodent control,. and Immediateplanting with deep -rooting, lightweight, drought-aelstarit vegetation. An erosion control geotextile may also be used in combination with vegetation to control erosion Experience has shown that slope performance is largely dependent uponproper slope :maintenance (.e., planting, proper watering, clearing of drainage devices, etc,) Slopes properly placed and.. conscientiously maintained are not expected to display, excessive reveling or sloughing.. fl. FOUNDATIONS Spread Footings The proposed structures could be supported on contmuous:andior spread. foolings in accordance with the following Table B TABLE: B VI....: SLABS-0NGRADE Bearing pressures given am for the minimum widths and depths shown above. Bearing pressures given above am for dead and sustained (loads acting most of the time) live loads;: they may be increased byone4hird for wind and/or seismic loading Conditions. The proposed foundations shall be: reinforced in:. accordance with the structural engm"r's: recommendations:.. seldom & should be repaired prior to contxetePlace mem:: Slab thicknesses, reimorcing, and the concrete characteristics should be in accordance with the: project designate recommendations. The 2016 Calrfoma Budding Godo, Section 1907.1 requires that the slab thickness be not leas than 3'4". VII.. PAVEMENT' HMA. design should meet the requirements of the 2010 or newer.:. State of California Standard Specifications Manual (SSM) Section 39. Aggregate Base should also meet the Class. 2: mquiremena of the SSM, Sedan 26 -PCO design should most the requirements of the American Concrete Instihfe (ACI) 330R,. Guide for the Design arta Construction of Concrete. activated and compacted to a minimum Depth a 12: acnes below the grading plane In alt areas or to 12 indes in areas to receive fill. Engin ci fill placed In proposed. pavement areas should conform fo them quirements of section 5.4, 'placing, Spreading and Compacting FIB Materials.' of Appendix A. . f pavements oLL oaao mom Z U. 6 U W F Mw 2w m ju wa Fuca w�F0 Qa n aZa U� 2 K w z 0 K�SrSWt MZqON�01 (q� w�W3j�%r[ w wmuc)�� i7��r��rcs4a gzgl-w t,woo�o� 'aoo�z 0zom_w� a�g��pci}w �woaD o�Em� i wa'�vim zo ww wy¢ mo U, F ,$,$,,2uLLu11 2�4".FOZZ2Wp`�0tll OV2i qui �O20� 4LLWwo > z�o¢o yac�ia ro1°�za zou'u¢Iw'�wOz� <� Z4rHN8 U W O W 1-=- ZU W¢ O O Q U W O�Om�rZp ZO Zmai s��az.¢�o Z� Qso�g:aG 3 �d po3 y�tLLYz_ OKF0W WNJOm "I¢w0i?mm g.�n wow O��Adm W WOOW Z¢N}N zr ZFon FT t4o¢¢s NO. 0 M z mo Z E W M -00 N mx oti `� LL Z x U1 m N W N M Z a o � q N Z rn M W N � N <0 o cO N q7 �vhf V � rc FA � Vi Z �- o O Q Z Q a� z w W O Q o- CL w Z Q C6 � W rZ 0 C) IL V_ W Q O W CL Z U) QW O U a , W LL cn �� o � Z O V Z W J J F_ UJ ''^^ U vJ ELI (,7 5Q Q w L (29 z N a I l elft l _� j fi lE�'7G'Ity E:l l 2 OF 11 SHEETS FOUNDATIONS DESIGN CRITERIA Minimum Minimum Depth Maximum Allowable Footng Type Width Below lowest Sell Bearing (IL) Adjacent Subgrade pressum 11. Ibo.fs .R Continuous 1 11 2400 Isolated 1 1 2200 TABLE: B VI....: SLABS-0NGRADE Bearing pressures given am for the minimum widths and depths shown above. Bearing pressures given above am for dead and sustained (loads acting most of the time) live loads;: they may be increased byone4hird for wind and/or seismic loading Conditions. The proposed foundations shall be: reinforced in:. accordance with the structural engm"r's: recommendations:.. seldom & should be repaired prior to contxetePlace mem:: Slab thicknesses, reimorcing, and the concrete characteristics should be in accordance with the: project designate recommendations. The 2016 Calrfoma Budding Godo, Section 1907.1 requires that the slab thickness be not leas than 3'4". VII.. PAVEMENT' HMA. design should meet the requirements of the 2010 or newer.:. State of California Standard Specifications Manual (SSM) Section 39. Aggregate Base should also meet the Class. 2: mquiremena of the SSM, Sedan 26 -PCO design should most the requirements of the American Concrete Instihfe (ACI) 330R,. Guide for the Design arta Construction of Concrete. activated and compacted to a minimum Depth a 12: acnes below the grading plane In alt areas or to 12 indes in areas to receive fill. Engin ci fill placed In proposed. pavement areas should conform fo them quirements of section 5.4, 'placing, Spreading and Compacting FIB Materials.' of Appendix A. . f pavements oLL oaao mom Z U. 6 U W F Mw 2w m ju wa Fuca w�F0 Qa n aZa U� 2 K w z 0 K�SrSWt MZqON�01 (q� w�W3j�%r[ w wmuc)�� i7��r��rcs4a gzgl-w t,woo�o� 'aoo�z 0zom_w� a�g��pci}w �woaD o�Em� i wa'�vim zo ww wy¢ mo U, F ,$,$,,2uLLu11 2�4".FOZZ2Wp`�0tll OV2i qui �O20� 4LLWwo > z�o¢o yac�ia ro1°�za zou'u¢Iw'�wOz� <� Z4rHN8 U W O W 1-=- ZU W¢ O O Q U W O�Om�rZp ZO Zmai s��az.¢�o Z� Qso�g:aG 3 �d po3 y�tLLYz_ OKF0W WNJOm "I¢w0i?mm g.�n wow O��Adm W WOOW Z¢N}N zr ZFon FT t4o¢¢s NO. 0 M z mo Z E W M -00 N mx oti `� LL Z x U1 m N W N M Z a o � q N Z rn M W N � N <0 o cO N q7 �vhf V � rc FA � Vi Z �- o O Q Z Q a� z w W O Q o- CL w Z Q C6 � W rZ 0 C) IL V_ W Q O W CL Z U) QW O U a , W LL cn �� o � Z O V Z W J J F_ UJ ''^^ U vJ ELI (,7 5Q Q w L (29 z N a I l elft l _� j fi lE�'7G'Ity E:l l 2 OF 11 SHEETS II i I I I I I 1 I t 1 I I I I I I I I I I I I T I _____________� 1 GRADING CONSTRUCTION NOTES w=w ---- _- CONSTRUCT 6 CURD AND GUTTER PER DETAI <' z w Q LL `- - __ 01 L $ts CONSTRUCT 6" TALL CONCRETE CURB PER DETAIL i fLL. NU 09 ___ _ _ a Oe N 2 Z/ -C CONSTRUCT 4' WIDE V -GUTTER PER DETAIL$ -j MpE� N CONSTRUCT TRASH ENCLOSURE LMTH CONCRETE APRON PER CITY`5 c�i € o o LL € Q j M 16 6 1 O 24 w�zz ow3 U / I oo I ❑ ° / sq� o� S o0 a s..� Bo- p- \ OF BAKERSFlELD STANDARDS.to CONSTRUCT 4" THICK CONCRETE WALK AND/OR FLAT WORK PER z z g z c � @ o U) x o mp ° ° ° ° e ARCHITECT'S PLAN. WALKS SHALL BE 4' WIDE MIN. UNLESS OTHERWISE a w du v ¢ o oij Q _ SPECIFIED ON THIS PLAN OR ARCHITECTS PLAN M i o a n `Qc P z CI� LL „°xx< I / ��' v 9S '� 0.252 off' `L ° ® CONSTRUCT ACCESSIBILITY FEATURES, ACCESSIBLE CURB RAMP, TRUNCATED w w oS', o �"' € � Z m i \ 9.0' i '°'e^ao / T 45ro ��o ry (To ° h F� DOMES, STRIPING, SIGNAGE AND SCORING PER ARCHITECT'S PLANS F i o z Q o o Q W m ACCESSIBLE PARKING SHALL NOT EXCEED 2% MAXIMUM SLOPE IN ANY o o'd 3 w o z o 06 W m M DIRECTIONo ohm 4� ? cn 04 0.552 3 CONSTRUCT P w a = $ NOTES: a.z5% — E w F °d w o fn N A) CONTRACTOR SHALL BACKFILL AND RECOMPACT 'DEEP PIT" it \, / ® T 6° WIDE RETAINING CURB PER DETAIL N60° -N �� Lu Z AREAS AS PER SOILS REPORT RECOMMENDATIONS.`x c1Vi'o o o W N PROPOSED LANDSCAPED AREA, SEE ARCHITECTS PLANS i o w �- a �d o O B) EXISTING WATER WELL(S) SHALL BE ABANDONED PER KERN -- - �- - J ;,' z z m 3 k (� 10 CONSTRUCT 4" TALL CONCRETE CURB PER DETAIL waw Ci o o N COUNTY ENVIRONMENTAL HEALTH DEPT. STANDARDS. NOTA �- o °. m a w m Q PART OF THESE PLANS). � B \ % B G o &' rc r a g g w w o SEE AREA DETAIL 1 % i l CONSTRUCT 4" TALL "D" CONCRETE CURB PER DETAIL C) CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING I'' ! 3 s 60 10 / I B . F d o ,, m p CONCRETE SLABS AND BACKFILL AND RECOMPACT BUILDING I �\ s a ,9 \ A iso r 9 ro 0050, 11 / NOTES: AREAS AS PER SOILS REPORT RECOMMENDATIONS. `, /' SEE AREA DTAII e 1. PROPOSED WATER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY, SEE SEWER AND WATER PLANS FOR EXACT LOCATIONS, o 0 o a w m N STANDARDS TO MATCH LIQ -- 2. WARP CONCRETE TO CALIFORNIA PUBLIC ACCESSIBILITY ��m ___ _ __ L7 �¢��u�1u �• 0�. h� --.__ sT .x9 / i� FINISHED FLOOR AT ALL BUILDING ACCESS OPENINGS. w w o' 6 z Yii 0 {§.� - SHOWN �p 1 q �9� T —/ I A ® F _ h 3. ADD 300.00' TO ALL 4 5— ?s ---�_ M �_- - N 9 �s I� 5 SEE ARCHITECTS PLANSSFOR ALL -DIMENSIONS NOT :c 1.OR —1. —I— `� _ _ - _ �_. �� 9 s _ _� T i� Mfg F_ o I --- -- s --- ---D SEWER MAIN PROPOSE 00. �o I _ _< '-_------.___.-_-_-_- <° - - ---- - -- -_ - DESIGN ELEVATION _-_P_-_ PROPOSED FIRE WATER MAIN .2.76% z2 w< 1 Fh LL I 1.h J � W PROPOSED WATER MAIN ___-- - --Fh `< , vh F y��9 EXISTING ELEVATION PR OSE o 48%MAX 1.752 I I T� MAx '— W ��, � I © � o� � — x N° ABBREVIATIONS °o y62o'" 0 �'`Fh �s�s SEE NOL _C_- `.. I ,,, _ 61.50 FF _ 61.28 _ 61.50 FF 61 9 61.50 Ff 61.50 ff 0.2�% DESIGN GRADE TC= TOP OF CURB W °o _ I / I - L ®OR PROPOSED STORM DRAIN MANHOLE 62 h ` , 1 -- v I FL= FLOWLINE w x PROPOSED STORM DRAIN CATCH BASIN AC= TOP OF ASPHALT 1� ----- -- ---I--- -- I PROPOSED STORM DRAIN MAIN FS= FINISHED SURFACE w •IILII I I F 089zNN F� I I I m`A \ I I EXISTING STORM DRAIN MAIN FG= FINISHED GROUND U w 3625 ® EXISTING STORM DRAIN MANHOLE GB= GRADE BREAK W a o a I `' I i 1 I n I 19 I I OS PROPOSED SEWER MANHOLE HP= HIGH POINT \ I © PROPOSED SEWER CLEANOUT TOG= TOP OF GRATE TNEER , I -F� --- -- s2 a� d g \ I F I f- I I I I $e4 MAX a I S --(300)-- EXISTING GROUND CONTOUR FF= FINISHED FLOOR�•L- I _ 4 I It: EXISTING RIGHT-OF-WAY FP= FINISHED PAD 11. 15.0' 25.0' 1 2— - i �_____________________ ___� p!�y I ( I I 4�s% I ( I yA , -I--I r --------------- c —i Ga �yy �C)z I MAX �h �_ II O J I I to i / I ,��MP 1s/93N # �N 5 LL L--------- ° Q SEE (NOTE C" �` SEE REAR PATIO AREA DETAIL �� All, -------- -- L__ , e.o' �o�«a 4°-01 -- -- y s N 8 Blit PING I ZI I ( I I -r— -- SEE COURTYARD AREA DETAIL 8 I FF:61-.' I o s ng ° ° ° ° ° RA 1� ,r ° �a I �� O tat I I `_ 8 �. - SEE COURTYARD AEA DETAIL1 612 6?�s ro 8 °, ti °.,5tiro 67�ssTC �� _--61.3 ���' 1 Y W i MA% 9 0.89% �;y I I I r -,Fc 61.41 FS � slse Fs I twit \ -- -- — — --1—L_— — — — — ------ — s ---- --�-------r ---- 4" CONCRETE 1..1. w.� I I-- - _______ t- SEE NOTE „C" } I -----------A AREA DETAIL -------- w Z W I 3 SCALE: 1"=5' r V I I 3 ✓ m I � �-� Z I~ ���uu• ua•ouuu.uuu-uuuwuuu a--TT�.�T��iuuu•l e 1.75x /. .\ / �, 2% J I o" 6`�s s - -- --' O.. �+ 3.39% UA -X i H,o MAX I��� MAX , V -- I`O,�_ BUILDING -1 -- © cto rZ W S FF= 80 Oji I(g ¢ Iw 1 s0 I e'' I w 1— — — �j �� I o �s O OF o � fi�'�_�_ � � I� I 2 �tiO�P� �c To 1G' °°�° I I 1 I Z a z E I n m h �� I 1 F°°. �'\ F<' to I ' 9 I 1 � Z MAX m - c W 1 � II �II Q U z GRADE BREAK a SEE NOTEII r - of I I W LL, _T I h LL _ F .-t--- � Ll. Z CL o 61.2 FS \,\ 1.75% 'm .'��� I�' 6.00 FG 1 °° 0 \ MAX�{—}/ 1 q`9S 000non„oo o Max V / ( s s90 0 0000 0° so 6 I w I� eO Y s s a C -)o I s S s° s / �// DFS I - —_ _ 0,2 0- 5 I 00� se o'' o�' .89%0 <°` F j ! m m MAX C° MAX I o �� s �N V I I ���� S°D,B° A _ I I � _3ei 5 - i . SEE NOTE � .� \ oo \ _ \ 0 9 6' i2% 8.33 >"t°. e^ .^ 9 ` w N SEE AREA DETAIL 3 �' I I B AREA DETAIL .,�.,,,,�t 60\ -- s 489<s s m / `I I _-- _ .3 SCALE: 1"=5' 3 11 •`�� I1,a` I\„' �<Ae'eo ,y \3 olsn- 75% Sty �I I wo �\ 9 I o o� ---°0--- oy ---------___o ,o,$oo, `47 I\ Iy/ O ST - - I �'' w LZLJ e, NIS I /�� f e� I eo oa 6? z �' N 6°9S <60 -" I o°o°Qoo°...... o° 2% X II1�'F_5 _ - DATE 11/27/2018 zPA JOB No. 3023 ❑ ao°°I SHEET RACCESS EASEMENT PER _A PEOCUMENTN0. O.R. I�I SEESHE T 7 Oo ------ x 1 =1O' ________ C AREA DETAIL7 MAPf SCALE: ZTPH-LINE 5 � _1 3 SHEET 5 10 20 T7 SCALE —— — —s——�SHEETS C.O.B. RECORDS N0. -� K __ K X agwo s o9 - -GRADING CONSTRUCTION NOTES - om0. CONSTRUCT 6 CURB AND GUTTER PER DETAIL N w ° z Po- � ©CONSTRUCT 6" TALL CONCRETE CURB PER DETAIL 9/CONSTRUCT 4 WIDE V -GUTTER PER rc -t, �X- 6c0ryL \bah'' ® CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRON PER CITY o"w5a -o.� U 3 — . T — ,y -- . — _-_ OF BAKERSFIELD STANDARDS. mv�c� 0 co o �y°as° r , ,- :__— . _ _ 1 ___ -1' I _ _ -- �off��z�W _v m I h y o 0.259, 3 ,� do o -� ` _ -�- I _ _ _ CONSTRUCT 4" THICK CONCRETE WALK AND/OR FLAT WORK PER z ? rc 3 s z o M X ARCHITECT'S PLAN. WALKS SHALL BE 4' WIDE MIN. UNLESS OTHERWISE a z x o o' Z w 0 1` LL q iu uvi w .y $ z o CD e tl. SPECIFIED ON THIS PLAN OR ARCHITECTS PLAN 1, - o W = 5 � � ff U' a1 y - \ I aea°e8ee I N 3 ,� ® CONSTRUCT ACCESSIBILITY FEATURES, ACCESSIBLE CURB RAMP, TRUNCATED ON w za � � � 12-2 m o Q d' m N DOMES, STRIPING, SIGNAGE AND SCORING PER ARCHITECT'S PLANS o w a'o o m Lu - -y`°1 Q®7 ACCESSIBLE PARKING SHALL NOT EXCEED 2% MAXIMUM SLOPE IN ANY 0. 7% DIRECTION.2ozaorc io_ oww_ w ofo zo = �/ 2UNw t4` C/) NeE L ca CONSTRUCT 6" WIDE RETAINING CURB PER DETAIL W W SEE NOTE "B" cv co m �9 PROPOSED LANDSCAPED AREA, SEE ARCHITECTS PLANS i w y LL op B d 'I 10 CONSTRUCT 4" TALL CONCRETE CURB PER DETAIL �P SEE AREA DETAIL o ° `=i op' ° rc p°^�o A ,H \ G �BorL3o O /ce q —o� — \ 4 ac , N 11 CONSTRUCT 4" TALL "D" CONCRETE CURB PER DETAIL e y $ 22 F 8 i"i , o o e �h 10 -' l w�=a� aw _.�.�--� I ©N x I\ SEE AREA DETAIL e yr sx� V I NOTES: 3 s 3 5 0 o m �� N © \ 0 1 1. PROPOSED WATER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY, SEE OO tOo ---- - --� I SEWER AND WATER PLANS FOR EXACT LOCATIONS. ,? s I I Fs F5 0 5 5 FS p000 10 F- slO ., e°2. P° j 2. WARP CONCRETE TO CALIFORNIA PUBLIC ACCESSIBILITY STANDARDS TO MATCH wwo*S o, a'A o FINISHED FLOOR AT ALL BUILDING ACCESS OPENINGS.3. ADD I nim a�� /�� O s I 45 N,a I 'owe I Nf 4 \ 11 III OO ALL DESIGN Ilk4. ALL EXISTING FEATURES ARE HALF- TONED. Y( r I I AR H P F A -s I 9 I ce AS 5 SEE C ITECTS PLANS OR ALL DIMENSIONS NOT SHOWN S - PROPOSED SEWER MAIN �/ LLLL —--------- ID------------� N� art o, ` �I ?� ,p P / LEGEND 6 6 MAX � o i o 283% - 61.50 FF 61.50 FF 61.29 61.50 FF 6.50 FF 61.29 61.50 FF Q iO I \ / I F�7 ° 1 �I DESIGN ELEVATION - - -W- - - PROPOSED WATER MAIN a FS E , w w I �� I w s �' y P• 09 E5 a Usz �^ ----- -`�5o--�•--------- _ Fc' I�ceo, - w° s III ��;� '\ �\ . III LL1.75%F3 5 -' - - -F- - - PROPOS ED FIRE WATER MAIN u!o 09 96EXISTING ELEVATON g MA ABBREVATIONS _/ y 20% G _ DESIGN GRADE o 0 TC= TOP OF CURB I- r ® OR O PROPOSED STORM DRAIN MANHOLE FL= FLOWLINE 0 z TO PROPOSED STORM DRAIN CATCH BASIN AC= TOP OF ASPHALT CL z z m PROPOSED STORM DRAIN MAIN FS= FINISHED SURFACE w w --_ ___ �. I I �LL 0.8)�R - g MA% EXISTING STORM DRAIN MAIN FG= FINISHED GROUND W III 7g _ I o I I _ — ® EXISTING STORM DRAIN MANHOLE GB= GRADE BREAK LL17 a o n i �------------ �--- ---� i"". L' -���� I 25.0' �I 7.0' © PROPOSED SEWER MANHOLE HP= HIGH POINT `. . 1 1 1 . it _• 1 ER \ \\ © PROPOSED SEWER CLEANOUT TOG= TOP OF GRATE SEE\N - EXISTING GROUND CONTOUR FF= FINISHED FLOOR EXISTING RIGHT-OF-WAY FP= FINISHED PAD d� j oe .r 1_�i - - I � 41, I 1-36's I � _� 49 2% — / — 7s% B ING 2 ---- — — o��) M`;X Ilo MAX FF 6�� : �9 S E COURTYARD DETAIL 8 _- Q _ I 05 -� - SEE COURTYARD AREA DETAIL $ \ / ,% 6 L � 3 F ---- wF' ------ -- ------ - J 6.0 6.0 � / -- - - - _ - -� - - ;--t---� i p,6 X01 i Q W o Z M Fy — Z - w 0.6s% s I s, s I J SEE NOTE "C" ~ j I I K '= s Mnx I p`po Ts.�s I ^ r----BMLDINfi W ILLI � FF=61.80; }-�-- , �---- W ~ z _ SEE NOTE "A" sCD 367.5 - Q�--(yf LL s SCALE. 1 =5 I — � T � AREA DETAIL --------//------------------------------- Z Q �i I �I Fx - •rte T} ----J 1. % 4% .�OSpP �u��...... ii• uuvmu.u.a.aDams• ••uuuuuo.�u��wu� 1 MAX `OFp� 3.61$ I� T, W co W s to O In i- - - Q . B 2 - 6'30 G Z z 71 MX ( W Z4) 62FS 13 610FS 6100 F661.10 MAX Q ' ^W LL , Ji H I(SIMILAR) I o10 o9ss o°'oaF qc' I V 0 j 9 m S 8 i G 0 GRADE BREAK 9 o (7 grx x I 1.75% 4% a s0� I MAX W 0 (n Ci \ Tow I I I n rn 0.69% s �' � ( 0�p �. � :A2_% g---% ' } wLL ' 9 MAX 1 Y Imo° a I s ( 5 0 5 c so I w 1 25.0' 70 I o ryL p`,ti n '2j \ f BATH 1 FF -61.50 ^ /� FF3 s E5 i °6o ycoti °^p^`'P so 9J° ass I� I -F b- f —� MAX �p �-----------------------------'� o, 6 r LL LL s 6`^� Pp B AREA DETAIL �'O� 00 c 9_ \ `° * - SCALE. 1 =5 MAX � w w `r s DEEP PIT" -----_ -3s1. , 1.40% p y - - • < ,0 NOTES' -- ALL y - \ _ � � —" �sO�O9rO 6°06F� AREAS SAPER RSOIIS REPORT IRECOMMENDLL AND �TIONST " SEE ET �, . = v — — — '/ — — — — \ _ _ of - �eq'> 10 ^9opP° N B) EXISTING WATER WELL(S) SHALL BE ABANDONED PER KERN o DATE 11127/2018 t COUNTY ENVIRONMENTAL HEALTH DEPT. STANDARDS. (NOTA N PA JOB NO. 3023 S - -t �t@.0' hP PART OF THESE PLANS). SHEET ®� 3.43R C) CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING ATTCH—LINE x _-Ix "' s 6 °e=�°s�^mss so °�c CONCRETE SLABS AND BACKFILL AND RECOMPACT BUILDING —Ng too%��L. �5 s y .00% .Fy 5 1.37%_„g�-�.r s _ t — \rc ' \° P— _322%_ —ooh - NOF?TH AREAS AS PER SOILS REPORT RECOMMENDATIONS. E —�� SEE SHEET 6 -{ F'" i5 I sO j ° 1.28% n (� — I °y�c 4 o°9y�" SCALE: 1 "=1 O' 6.9-285 F5 ` 6 r�Fo K� ��, J SIH ;F 2%_ o / \ y o 5 10 20 C.O.B. RECORDS NO. OF 11 SHEETS I ; I I � I \ I I I I I ; I I� I I/IZ1, ff; i I I /,,.II IIJJ I OU k W O 6? \ II I III II � 1I III II I `\ I I Ili I ; I I < V) l ( s w�III VIII I; I I AIII YNLLJ I II �I 7 v I 11110'I i—'-- 15.0' 8 I GASI-�- I z 111 ai;3) il' oli��w I'v I M 4 Ill ;T I I F I ;I III I;I i I 1.80% 2.39% 25.0' 3.04% 2% MAX AX /J 4 0 4.8% MAX 4.8% MAX I 9 6e M'x s'� � Ili I 1.69% i fro ,o F5 9 N 2.00%6 p 27 9 i MAX \\�� I � v I go � OO I I I ®I I W Z- - o `l I + GRADING CONSTRUCTION NOTES wgwg U _ n 2 w p w¢ Q1 CONSTRUCT 6" CURB AND GUTTER PER DETAIL e y a'-` � Z 0 CONSTRUCT 6" TALL CONCRETE CURB PER DETAIL 8 m g (n m z Q CONSTRUCT 4' WIDE V -GUTTER PER DETAIL W E 8 w 3 i w F— } 0 N Vx4pWxwwU�" W` M ~F/np OOp Q W � ® CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRON PER CITY I � � = z z o 3 U I SEE SHEET 7 OF BAKERSFIELD STANDARDS. a i F i U Q5 CONSTRUCT 4" THICK CONCRETE WALK AND/OR FLAT WORK PER a 0 3 3 o p wcm ARCHITECT'S PLAN. WALKS SHALL BE 4' WIDE MIN. UNLESS OTHERWISE p $G� O w L0 NwY W6wNU1Gz0 SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN ��(y�.. O oJ $ ` o 011x11!! cl) CD w ® i W O V N F n' CONSTRUCT ACCESSIBILITY FEATURES, ACCESSIBLE CURB RAMP, TRUNCATED W o W z a w I- wN o m DOMES, STRIPING, SIGNAGE AND SCORING PER ARCHITECT'S PLANS "jEl o z `to m o o w w - Io lQ7 ACCESSIBLE PARKING SHALL NOT EXCEED 2% MAXIMUM SLOPE IN ANY o o o w o z ; 2 s co l� DIRECTION. a T H� - 8 o coi rc � 'U N N E yn �iarwi LLwzpi Z (h ® CONSTRUCT 6" WIDE RETAINING. CURB PER DETAIL e 4 a 0I2m w z $ z o Lu LM N 0 PROPOSED LANDSCAPED AREA, SEE ARCHITECT'S PLANS z a W z¢ w O Co 03 ZNNV 1® CONSTRUCT 4" TALL CONCRETE CURB PER DETAIL w e u > c W I S yK=ZaVWp� y� I 11 CONSTRUCT 4" TALL "D" CONCRETE CURB PER DETAIL 8 \ a,� o w� p x l a O1 c`Pim u�ix��'>ax�pp 'Om �pxUWW n'W _ NOTES: �z�x>p�gW m I \ �' \ 9 1. PROPOSED WATER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY, SEE m a w � l w o r I n n I SEWER AND WATER PLANS FOR EXACT LOCATIONS. w p ow+�- _—Q_N \�// mHV NDN m M X ( / I 2. WARP CONCRETE TO CALIFORNIA PUBLIC ACCESSIBILITY STANDARDS TO MATCH W g II ( \ FINISHED FLOOR AT ALL BUILDING ACCESS OPENINGS.qn w a R xF z4SnzFRprcaS II 91 — I - 3. ADD 300.00' TO ALL DESIGN ELEVATIONS. — -�➢- — 4, ALL EXISTING FEATURES ARE HALF -TONED. II J. 5. SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS NOT SHOWN I I s 1.75% /�--------rte Ir _t_ I MAX LEGEND - - -S- - - PROPOSED SEWER MAIN 6 2% j %Y DESIGN ELEVATION I I ---W--- PROPOSED WATER MAIN I w - AREAS AS PER SOILS REPORT RECOMMENDATIONS. n - MAX 9 I .rs l --F--- PROPOSED FIRE WATER MAIN FF=6130 ; 0 o -- COUNTY ENVIRONMENTAL HEALTH DEPT. STANDARDS. (NOT A EXISTING ELEVATION 4 If PART OF THESE PLANS). m SEE NOTE "C" I!� ABBREVIATIONS L g L--------- -- so.8o 0.20% DESIGN GRADE Q 60.60 F 5 E W 0F- o ( '¢ I I ORO TC= TOP OF CURB PROPOSED STORM DRAIN MANHOLE OR E - x w I I s 1.75% /�--------rte Ir _t_ I MAX BUILD NG 6 o w - AREAS AS PER SOILS REPORT RECOMMENDATIONS. n B) EXISTING WATER WELL(S) SHALL BE ABANDONED PER KERN FF=6130 ; 6 -- COUNTY ENVIRONMENTAL HEALTH DEPT. STANDARDS. (NOT A 4 If PART OF THESE PLANS). m SEE NOTE "C" L L--------- -- --1 I ! 111 \ Io 4.8% s 1.75% /�--------rte Ir I ---) MAX A) CONTRACTOR SHALL BACKFILL AND RECOMPACT "DEEP PIT" o w - AREAS AS PER SOILS REPORT RECOMMENDATIONS. n B) EXISTING WATER WELL(S) SHALL BE ABANDONED PER KERN a ' 6 COUNTY ENVIRONMENTAL HEALTH DEPT. STANDARDS. (NOT A 4 If PART OF THESE PLANS). m 'C m S , EI CONCRETE SLABS AND BACKFILL AND RECOMPACT BUILDING E F-0.89%oy AREAS AS PER SOILS REPORT RECOMMENDATIONS. o F2TH E .. T "=1 O' 4.8% MAX I ---361.0 -- o Nl I W COURTYARD AREA DETAILq) �R .I-CD411014 lig I!� 0 SEE C01 ----- _-1 FL= FLOWLINE ' U W vPROPOSED STORM DRAIN CATCH BASIN AC= TOP OF ASPHALT O' 0 � z m l== PROPOSED STORM DRAIN MAIN FS= FINISHED SURFACE W EXISTING STORM DRAIN MAIN FG= FINISHED GROUND l w w � ® EXISTING STORM DRAIN MANHOLE GB= GRADE BREAK LL a a a OS PROPOSED SEWER MANHOLE HP= HIGH POINT W l © PROPOSED SEWER CLEANOUT TOG= TOP OF GRATE �i1TiF'ERz:j # b/ --(300)-- EXISTING GROUND CONTOUR FF= FINISHED FLOOR F- ---- EXISTING RIGHT-OF-WAY FP= FINISHED PAD g J l `Wad M W � r--------------------------- P � 3 938 M CN Q6coo.1000 RAMP oo0p�000 ,RAMF Z 75D0%oco�5�oo'000 --o000o0o0o0oLLJ A 3:BUILDI G 5 I10 �P�` n. ZQ RD AREA DET L FF=61 10 — W z A AREA DETAIL cy ---- — I 5 SCALE: 1"=5' ^ \I -- s ------------------------�11 7 LJ�� U) S9 `9) SOF PG t ----� I s s,9c y�6° ' I' M ��LI ---- --- ( 1 en— — — 0 25" 0 Z (/) °% <°5 i Z I oe----- Fy �J 60.89 F3 61.10 FF F5 61.10 FF 61.10 of n w M! Wv9F5s s s ay s o ¢ o SEE AREA DETAIL 5 10 11 h SEE AREA DETAIL(15) a N I l I m 0 1 0 0 0 1� 9 F I 0 I � 0 Q 2 I 11 i I O 0- t Q W V Z sp GRADE BREAK .�G I W \I CD o MIR; I \ NOTES: A) CONTRACTOR SHALL BACKFILL AND RECOMPACT "DEEP PIT" o w - AREAS AS PER SOILS REPORT RECOMMENDATIONS. n B) EXISTING WATER WELL(S) SHALL BE ABANDONED PER KERN a ' 6 COUNTY ENVIRONMENTAL HEALTH DEPT. STANDARDS. (NOT A 4 If PART OF THESE PLANS). m 'C m S M X CONCRETE SLABS AND BACKFILL AND RECOMPACT BUILDING E AREAS AS PER SOILS REPORT RECOMMENDATIONS. o F2TH E .. T "=1 O' o o� _ s TS SEE C01 ----- _-1 FL= FLOWLINE ' U W vPROPOSED STORM DRAIN CATCH BASIN AC= TOP OF ASPHALT O' 0 � z m l== PROPOSED STORM DRAIN MAIN FS= FINISHED SURFACE W EXISTING STORM DRAIN MAIN FG= FINISHED GROUND l w w � ® EXISTING STORM DRAIN MANHOLE GB= GRADE BREAK LL a a a OS PROPOSED SEWER MANHOLE HP= HIGH POINT W l © PROPOSED SEWER CLEANOUT TOG= TOP OF GRATE �i1TiF'ERz:j # b/ --(300)-- EXISTING GROUND CONTOUR FF= FINISHED FLOOR F- ---- EXISTING RIGHT-OF-WAY FP= FINISHED PAD g J l `Wad M W � r--------------------------- P � 3 938 M CN Q6coo.1000 RAMP oo0p�000 ,RAMF Z 75D0%oco�5�oo'000 --o000o0o0o0oLLJ A 3:BUILDI G 5 I10 �P�` n. ZQ RD AREA DET L FF=61 10 — W z A AREA DETAIL cy ---- — I 5 SCALE: 1"=5' ^ \I -- s ------------------------�11 7 LJ�� U) S9 `9) SOF PG t ----� I s s,9c y�6° ' I' M ��LI ---- --- ( 1 en— — — 0 25" 0 Z (/) °% <°5 i Z I oe----- Fy �J 60.89 F3 61.10 FF F5 61.10 FF 61.10 of n w M! Wv9F5s s s ay s o ¢ o SEE AREA DETAIL 5 10 11 h SEE AREA DETAIL(15) a N I l I m 0 1 0 0 0 1� 9 F I 0 I � 0 Q 2 I 11 i I O 0- t Q W V Z sp GRADE BREAK .�G I W \I CD �-----------------------------� B AREA DETAIL o MIR; I \ NOTES: A) CONTRACTOR SHALL BACKFILL AND RECOMPACT "DEEP PIT" o w - AREAS AS PER SOILS REPORT RECOMMENDATIONS. n B) EXISTING WATER WELL(S) SHALL BE ABANDONED PER KERN �-----------------------------� B AREA DETAIL o S SCALE: 1"=5 NOTES: A) CONTRACTOR SHALL BACKFILL AND RECOMPACT "DEEP PIT" o w - AREAS AS PER SOILS REPORT RECOMMENDATIONS. n B) EXISTING WATER WELL(S) SHALL BE ABANDONED PER KERN a COUNTY ENVIRONMENTAL HEALTH DEPT. STANDARDS. (NOT A p PART OF THESE PLANS). m C) CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING S CONCRETE SLABS AND BACKFILL AND RECOMPACT BUILDING E AREAS AS PER SOILS REPORT RECOMMENDATIONS. o F2TH E .. T "=1 O' 5 OF 11 SHEETS / x ms`s � 0 k _,gy J .n� \ © i28 6 3.43% GRADING CONSTRUCTION NOTES wLL w w '� � o g 23 w a v �� CONSTRUCT 6" CURB AND GUTTER PER DETAIL 8 m r a a o o Z 0 0 o MATCH -LINE o �a 1.00% ^� 07% -- -_„ B aJzBzaw�ao M2 F� , -3.22X _ �9 , - CONSTRUCT 6" TALL CONCRETE CURB PER DETAILw m om wm q @ 1p SEE SHEET 4 y sOj pT ,.26X E �� �_° i'd' w Z t1i E L-SEHEET 6�0 � \ k 0 ✓�' aek \ - ,` I 2% 18.0' 7'� 25.0' � ..�\ h 7.0' Q3 CONSTRUCT 4' WIDE V -GUTTER PER DETAIL m s z e 'wv�83� o _Vsa`462x z� "m ; q{ co y ® ~Pc rn ® CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRON PER CITY m �zz �w3 OF BAKERSFIELD STANDARDS. o 4 w i U s- ti \ SEE OTE A"� p�I s y�soP 0 o ti o 1.608 `O e off' \ f arc g � Kg s CONSTRUCT 4" THICK CONCRETE WALK AND/OR FLAT WORK PER o rc a ¢moo �s 38�Q u) d 6� PG ARCHITECT'S PLAN. WALKS SHALL BE 4' WIDE MIN. UNLESS OTHERWISE �" x w z �f� LL / _ _ �0 SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN 053:0 o o o o o m U' 0> SCS I Fy pea MI5 a�m"Isuly © CONSTRUCT ACCESSIBILITY FEATURES, ACCESSIBLE CURB RAMP, TRUNCATED '� w $ m -s z z " vJ Q Z t6 Ix 0) BATH 2 \ FF -61.50 / / m 4 " s s� g � t> Trl 2.57% s s p 's� p`L '`'s 4`' DOMES, STRIPING, SIGNAGE AND SCORING PER ARCHITECT'S PLANS °� .�- i 8 �+ o o w uu5-Oz�om�m oo3'a3 oa-teaOZ$ � ACCESSIBLE PARKING SHALL NOT EXCEED 27 MAXIMUM SLOPE IN ANY wwom m � u�i W. z o W W me q 2 m O I. s y Tp h' h F �, DIRECTION. a w m w x cis o 8� E My nm"m zm� ® CONSTRUCT 6" WIDE RETAINING CURB PER DETAILe z0 zd D'' o w 8to LLI z f4 N Z Ncq W /- 4.0% p'z" - J -_ / --s2 s" O ` / . _ �u--- MAX s Fwo aiiiomio PROPOSED LANDSCAPED AREA, SEE ARCHITECT'S PLANS i m 3 i 4 cwi �- citto g 2% -`II }_ -? F'S! 10 CONSTRUCT 4" TALL CONCRETE CURB PER DETAIL 6 $ o o "D" o }aLLng xF a I -/ MAX o o 'mom s mo Q 0.89% s`s MAX 11 CONSTRUCT 4" TALL CONCRETE CURB PER DETAIL 9 ¢z i F$ W a o I o NOTES yr ;�isoo�K 1. PROPOSED WATER AND SEWER LINES ARE SHOWN FOR REFERENCE ONLY, SEE a4 o w Pu i w o m SEWER AND WATER PLANS FOR EXACT LOCATIONS. and o w m I2. w g N WARP PUBLIC ACCESSIBILITY STANDARDS TO MATCH TO CBUILD it \ o T I FINISHED FLOOR AT ALLLNB ACCESS OPENINGS.A w a z S peLq io / ___I___- S S Fy- ( o8 3. ADD 300.00' TO ALL DESIGN ELEVATIONS. s - - - 4. ALL EXISTING FEATURES ARE HALF -TONED. - �__-___ ryl 5. SEE ARCHITECT'S PLANS FOR ALL DIMENSIONS NOT SHOWN 1.7_5,% I LEGEND -5--- PROPOSED SEWER MAIN MAX - _ - - _ _ y � DESIGN ELEVATION - W PROPOSED WATER MAIN ED FIRE WATER MAIN w r 3 EXISTING ELEVATION o I I ABBREVIATIONS s0.80 FS 60.90 FS 60.90 F MAX g O �� i y'` F`' '`3' y 0'20% DESIGN GRADE TC= TOP CURB LU F o 60.60 FG 60.70 FG 60.70 FG DORM] PROPOSED STORM DRAIN MANHOLE LI FL= FLOWLINE \ 0-' w PROPOSED STORM DRAIN CATCH BASIN AC= TOP OF ASPHALT p (L z u j m \,1 I K ,-o "- 9z :W2 PROPOSED STORM DRAIN MAIN F5= FINISHED SURFACE § w z 4y �� $ � I_ EXISTING STORM DRAIN MAIN FG= FINISHED GROUND W o rc - �- ® EXISTING STORM DRAIN MANHOLE G8= GRADE BREAK U. n o a S ® PROPOSED SEWER MANHOLE HP= HIGH POINT . BUILDING 4 ` �' E ss - _ _ - PROPOSED SEWER CLEANOUT TOG= TOP OF GRATE TNEER b, let `0 F 0 e P ooe --(300)-- EXISTING GROUND CONTOUR FF= FINISHED FLOOR �p 6 ��/ fie- Z FF=61 .JO --_ _ -361.5-'-" .'� I �.�' 1 6 h 0 3.30% -- EXISTING RIGHT -OF -WAY FINISHED PAD S _y 409 „5% ------FP==- ------�~ MA X 2%9�sps - - 's ss WWF y MAX Z �/�I°°�°� ;Q1 LF 96.7 2%/ IL ��,�cG 6 P° o000000o .Q I6 i' -.-_ Q-_-__� i 1 i .___'^f .�- G000ao00 ,�°0 4.939 000 0000 �,� RA6 SJO%�W Lu 361 5- IN "__.� CQURTYARD AREA DETAIL-----o�� iD__ WBFF �61�0 / SE OURTYARD RA EA PE AIL $ /� IhSEE 1 toy� _ q� _________________________ -i - - -------- F'- r 1.75% 40% H ILAR A AREA DETAIL "=5' • ��0. 6 SCALE: 1 i IISE \\ I / w w ' MAX $ -----------------------------� _ I � W coo W to `o �i b i & • S S C s3q ssq�S i \--- -- - -11. f I s `� hy6� I r i i 5 0.89%s� 0 V ___ ___ / / ___ I Y B /� 259 ( 0 / ( m 9 LL I I i Fs 7.0'� I�pY M I I QTc 9 Yip Z z V) 1 e e I I s� h°'^9 h°'. h°h° h°h.'e I � W T ;, I� \ `��gr 6bFso - I �°18s�,9 � < � � I I s t s a � • � i � �__� 1 I / ` � - -- ------ T p °' S I i I 3 4.0% o°0 0000 0 `Ssp�o I Vr _W J I 8 I 1.76%� MAX 1U V �I � I 0u' moo 0 0 > 0000 ° a� LIQ 81.10 FF 81.10 FF 99 B1.d0 F % 61.10 FF 61.10 fF 1 y s o }�" I I �y ey4 Ak h QG hh��y 4.09% 000 I N a o 0000 0 S I Z E 0 r U m r� AX_ �' �m 0 0 e -- -------- I I .oy, y, 1 $ ��z "o W �' Z m 09 0 m �F5� 0/ m 0 1 ,F' �^f �S Ey S '� s S�� i �+ y `- ---- - I ------ 9 y I I I Q � w ' ' y p Ts / / / 'tS g 9p 1� I s GRAD[ BREAK p �' I �`' �/ cn U Ss o�¢ Ey S 4y ��� I �� I `L"SF o��`L�h eryc, s� sc o��,h� 600"' h`� P (i� LL � 11 k 9 / g k k g O © '�s -I % 6 y I e / I 10• I N Q /'� g A Q O �g 5 � 6 / 0 �#s'T qc6' m - 0 0tro�ti 4 }� --- ��, Q �� in s A B SEE AREA DETAIL I ti�F9 I �y°,� 2' •��' I ti SEE AREA DETAIL 6 �tr ti O ti s o N i' n � If ss, - --' --------� _--- - D o �� OA> 3 'N 0.42% B AREA DETAIL o_ - ----- - - - - - - _ 14T°7 / . - �� I ae - - E� /� hl h 6 SCALE: 1"=5' i NOTES: ad m s 9F96 , y s ' 0.25%- 9' � ' I '°'°°" I I / A) CONTRACTOR SHALL BACKFILL AND RECOMPACT "DEEP PIT" -N- . nak L -_--I c _ I I ! AREAS AS PER SOILS REPORT RECOMMENDATIONS. o DATE 11!27!2018 ' 3� qp Irn B) EXISTING WATER WELL(S) SHALL BE ABANDONED PER KERN PA JOB No. 3023 SHEET COUNTY ENVIRONMENTAL HEALTH DEPT. STANDARDS. (NOT A o a- qPART OF THESE PLANS). CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING CONCRETE SLABS AND BACKFlLL AND RECOMPACT BUILDINGo� -- "___-_".. _- --yy---/---1,C) - _iINORTH Am,9 - ----. 9 AREAS AS PER SOILS REPORT RECOMMENDATIONS. SCALE: 1=10' 6.9-285 I - 5 10 20 C.O.B. RECORDS N0. OP 11 SHEETS _ a ------ - -- � O ¢w N� F ww Os N I� I I I I I I � I I I I I �4 O 3 D.48% 2% MAX 2` I { — — I PROOSEDGR DRAIN BOX (TYPICAL); SEE SHEET 1 9 AL GRADING CONSTRUCTION NOTES THIS SHEkT FOR ADDITIONAL INFORMATION. I 11451 A5 I Y I — -TII1R 1 i _-ULU I i RIDGE ry0 so ►O MR AX 0 U2% a HOT l AxN TUB > RDGE ' RIDGE 5�nb —fl(ln Y�r I � t6sa O �I� I g I tea% I � I M I h 1 I 5 1` — �PROPOSED STORM DRAIN LINE (TYPICAL), — — SEE SHEET 9 FOR ADDITIONAL INFORMATION. — I I I ,-O I I I � I� I 1 O I BILQING 2 FF=61. I i I - I I I I I I I ce a NS 0 I I I I I I I I I % -a I I oLL i i I ow�o moi GRADING CONSTRUCTION NOTES w W�<Ww UZ o wm�zsi�oo _ y �1 CONSTRUCT 6" CURB AND GUTTER PER DETAILe$ w m $ o rn an zo B �w "yy FwF N CD 3< Q CONSTRUCT 6" TALL CONCRETE CURB PER DETAILw e z w Fw4 i W Y E N •� U o �3 CONSTRUCT 4' WIDE V -GUTTER PER DETAIL $ w r N o o LL o Q W M I I I I ? �wsZZz�o�3 � UcO n004w NviO ' �� y w a ® CONSTRUCT TRASH ENCLOSURE WITH CONCRETE APRON PER CITY ao i u � � _C � � F W cVV\ OF BAKERSFIELD STANDARDS. po ¢ �'z m O U) c� W U Z" 5Q CONSTRUCT 4" THICK CONCRETE WALK AND/OR FLAT WORK PER i rc a w �' o o z U) Y LL z o ARCHITECT'S PLAN. WALKS SHALL BE 4' WIDE MIN. UNLESS OTHERWISE vz 5 g SPECIFIED ON THIS PLAN OR ARCHITECT'S PLAN o w a E 8 15 s z o Q W m N CONSTRUCT ACCESSIBILITY FEATURES, ACCESSIBLE CURB RAMP, TRUNCATEDn i m W co 0 M _t% F LD q DOMES, STRIPING, SIGNAGE AND SCORING PER ARCHITECTS PLANS OM2 o w a w g o��y/ ? e — — _ _ _. o w © ACCESSIBLE PARKING SHALL NOT EXCEED 27 MAXIMUM SLOPE IN ANY a r,i - o M ow DIRECTION. o z l o w ¢ ui W -m\ a o ® CONSTRUCT 6" WIDE RETAINING CURB PER DETAIL 8 W 3 Q w� N N 0 w PROPOSED DRAIN BOX (TYPICAL), SEE SHEET 9 AND GRADING CONSTRUCTION NOTES THIS \ Og PROPOSED LANDSCAPED AREA, SEE ARCHITECT'S PLANS a �' a fa O z o vol SHEET FOR ADDITIONAL INFORMATION. �p�' 10 CONSTRUCT 4" TALL CONCRETE CURB PER DETAILe ? a 6 ri col o � o Q- 8 ms maw W r��o \ . 11 CONSTRUCT 4" TALL "D" CONCRETE CURB PER DETAIL B 3q " i LL k \ I NOTES. 1I 1. PROPOSED WATER AND SEWER LANES ARE SHOWN FOR REFERENCE ONLY, SEE w SEWER AND WATER PLANS FOR EXACT LOCATIONS. ow261R m \ i0 2. WARP CONCRETE TO CALIFORNIA PUBLIC ACCESSIBILITY STANDARDS TO MATCH F rr a Pio FINISHED FLOOR AT ALL BUILDING ACCESS OPENINGS. 3. ADD 300.00' TO ALL DESIGN ELEVATIONS. 4. ALL EXISTING FEATURES ARE HALF -TONED. 5. SEE ARCHITECTS PLANS FOR ALL DIMENSIONS NOT SHOWN BATH 1 I I LEGEND ---S--- PROPOSED SEWER MAIN FF=61.50 % — DESIGN ELEVATION = --M--- PROPOSED WATER MAIN g o - -F- - - PROPOSED FIRE WATER MAIN NGp9 EXISTING ELEVATION gggREVIATIONS o W °o DESIGN GRADE 0 w x I I TC= TOP OF CURB Q w O, ® OR [2 PROPOSED STORM DRAIN MANHOLE FL= FLOWLINE 0- o J m PROPOSED STORM DRAIN CATCH BASIN AC= TOP OF ASPHALT w - PROPOSED STORM DRAIN MAIN FS= FINISHED SURFACE W w rc EXISTING STORM DRAIN MAIN FG= FINISHED GROUND Iii. a o a ® EXISTING STORM DRAIN MANHOLE GB= GRADE BREAK © PROPOSED SEWER MANHOLE HP= HIGH POINT %EERbl, © PROPOSED SEWER CLEANOUT TOG= TOP OF GRATE EXISTING GROUND CONTOUR FF= FINISHED FLOOR odg %0 I EXISTING RIGHT-OF-WAY FP= FINISHED PAD o SLS` x 1. 579% M ,a A v A1AX O I 1 .s BATH 2 \ 1I. s FF=61.50 I 'I � I i4 PROPOSED DRAIN BOX (TYPICAL), SEE SHEET / 9 AND GRADING CONSTRUCTION NOTES THIS SHEET FOR ADDITIONAL INFORMATION. I I I I I I I I a I I I I � I I I I I I BUIL I ING 5 FF=61.10 .BOG a o o �b V O GRADING CONSTRUCTION NOTES (THIS SHEET ONLY 1. LANDSCAPE CONTRACTOR SHALL PROVIDE POSITIVE SLOPE TO PROPOSED DRAIN BOXES - ' 2. ADDITIONAL DRAIN BOXES MAY BE NECESSARY IN ORDER TO ENSURE THAT NO "PUDDLING" OCCURS (TO BE DETERMINED BY LANDSCAPE CONTRACTOR AND OWNER). V) 04 3. LANDSCAPE CONTRACTOR IS TO FINE GRADE ANY LANDSCAPED AREAS IN ORDER TO v - MINIMIZE LANDSCAPE WATER RUNOFF TO SHEET FLOW ACROSS ANY PROPOSED WALKWAYS. F`' S 4. DRAIN BOX LOCATIONS MAY BE RELOCATED, HOWEVER THE RELOCATED LOCATIONS MUST 9 Q ADHERE TO THE NOTES ABOVE. W W G -O -N- NORTH SCALE: 1 —=6' 0 3 5 12 W0 LL < Qa °-ry _Q I Q �Y ® co ry Ona,. ®O Z Z U Q o W Zm ®9 Ow= Z ui to c-) U SHEET 7 OF 11 SHEETS .BOG a o -O -N- NORTH SCALE: 1 —=6' 0 3 5 12 W0 LL < Qa °-ry _Q I Q �Y ® co ry Ona,. ®O Z Z U Q o W Zm ®9 Ow= Z ui to c-) U SHEET 7 OF 11 SHEETS 61. 24.. 7 1/2" SEE DETAIL 8 a m a' a /'A-16" CURB AND GUTTER v NTS (!:)6" WIDE RETAINING CURB $ NTS R=1/2" R=1/2° e" 111 1'/2 2' 2' — R-1/2" PROPOSED AC PAVING 'I m SLOPE VARIES PROPOSED AC PAVING SEEDETAIL 8 ro 2" TYP m B 6" TALL CONCRETE CURB $ TS Z U 1 1/2" LLo PROPOSED AC PAVING m 40PE VARIES n TC ELEV C 4' WIDE CONCRETE "V" GUTTER $ NTS LL 1� NOTE: REFER TO CALTRANS STD. DWG. A87A FOR ANY ADDITIONAL INFORMATION LEASE \� PROP( F 4" TA AC ETEV %OPT CONCRETE CURB — $ NTS - R=I BASE G 4" TALL "D" CONC TE CURB $ NTS 3 E%ISTI••- ,....,....-- SLOG SEPAI I TYPICAL CROSS SECTION $ NTS PROPOSED AC PAVING (SEE SHEE 11 FOR ADDITIONAL INFORMATION) FINISHED VARIES - 2V MIN PROPOSED AC PAVING (SEE SHEET 11 FOR ADDITIONAL INFORMATION) FINISHED e Q m iJ1 YPICAL CROSS SECTION $ N15 NEW AG PAVEMENT > CONCRETE GUTTER AC PAVING 1 TYPICAL AC/CONCRETE %DDS INTERFACE DETAIL $ NTS z N w F K cj w w WIDTH VARIES -T MIN Y Z � w AC PAVING x m I I EXISTING OR PROPOSED 21E ///--- BLOCK BLOCK WALL LL wQ 0 m 0 GROUND i $ OR 8 10 �o EXISTING-� ma I rFNISHEO w DWvJ m U NEW AG PAVEMENT > CONCRETE GUTTER AC PAVING 1 TYPICAL AC/CONCRETE %DDS INTERFACE DETAIL $ NTS z N w F LANUDGAYt AKLA cj w w WIDTH VARIES -T MIN Z p I I (SEE PLAN) QUrLo AC PAVING x m I I EXISTING OR PROPOSED 21E ///--- BLOCK BLOCK WALL LL wQ II SEPARATE PLANS) a `lVv` GROUND i $ OR 8 10 �o EXISTING-� ma I rFNISHEO JENKINS ROAD (SEE STREET PLANS) FINISHED FINISHED rH-'\TYPICAL CROSS SECT10N $ NTS FINISHED GROUND %MMI TYPICAL CROSS SECTION NTS PROPOSED CONCRETE (SEE SHEET 11 FOR ADDITIONAL INFORMATION) `-PROPOSED CONCRETE (SEE SHEET 11 FOR ADDITIONAL INFORMATION) %K-�\TYPICAL CROSS SECTION $ NTS m 0 �— � —� mdLL1 / � U gadO wmmwma Z o - ELEV= ELN=1 a U F z rc z Q 0) In I FF -0.21' FF -0.21 I I = E4EV= I @ m w z y> m (n m G11G11 FF-aza' I low Cg� mN� EW Z E 17 ( \\ i' ( I - I a swim 3 f"' %' C I� x � e�Q , ----- wx 4xw - N I. �\ �'z ---- 1 z`-GmooLL-o€ ¢ w py t] In "'S z�-ow3 % CJ f GARAGE FINISHED % I I ELEV- FLEv= I �wYwWy8<z� op E UNIT FINISHED I I -o.oG I zzma zao�� t7 m FLOOR=FF ry' ` s FLOOR=FF i i - cRaoF ¢a[nk-- a i= Q o F g o Q 3 m N I }0LU I I UNIT FINISHED 1.57 ( o wo sa pZf 2 (D CO I FLOOR=FF 6' I m z a Sa m o _ __________ T W rria�iam ��a W � m -- W W GRAD_E_BREAK F a o v o m = 0.21 n I I ELEV- FV= I LL s m w€ 9d �6 �/��/ 1 FF -021 F0�1U/ I i FF FF -0.09 I 0 z a m m �' iY LI. O ce{SEE -- ELEV= I I I�aa�o o N ELEV v= ELN= 1 4 + Euv= I I 1 I a o o d 1 �I i i a �1 FF -0.12 0 1 3-' m w x z a am �a11 0 mfl W z xi _ mjl �I moi— 5- I ( I v= FFv= ¢ FFF�IDt26 ELEV ELEV= IELV= I FI kV= I ELEV= FF 61.F FF- - 0 om w y m 9 -o.oa' FF-o.os IFF-o.o7' I G.Bs'� aT_ FF I I o I o F x-� o_ w N= ELEv Iii F I ( F V= v= a > LEV- ELEV= I ELEV= a w -w, w m �F.12201i .FE-A0`i.l€F--&07-Ii- — — F€-49`.�I— — Fr — — — I (17 FF, 1 FF -0.07 Fh 0.L1 FF -0.30 U I € � o a cmi ¢ ¢ �/S I I 'MASS Z ELEV= ELEV= FLEv= I 3 ELEV 6, f ELEV= E Ev= FF -0.21 FF FF 4F' 7 'l FF 012 _ I __- 1 2q, FF I 1 I FF IFF -0.0T FF 0.21 FF -0- J --- I I — ------ EIV- 0,10 I �IaFF-G.,o \\ I I I 1 j M _FF- 2 lz I =\ M I ( I I FF -0 21' mFaui __ o a UNIT FINISHED I of o I GARAGE FINISHED : z UNIT INISHED 1 I FLOOR=FF I W S I FLOOR=FF 2%®FF'oas 27 FLO R=FFCL 0 I I I 9 I I 1 z z FF -0.21E0.30 i d 0 y W w LL Ea i' FF oz I I I LL ER All l`------------------------------------ ``_----------------- TYPICAL COURTYARD AREA DETAIL %1TYPICAL REAR PATIO AREA DETAIL a� a $ SCALE: 1"=5' SCALE: 1"=5' ------------------------------------- I I I S/9321 * �P UNIT FINISHED I (n CV J I z z CIDI —� WCL o D Z j W Z W Q Q � � � � J TYPICAL MOW CURB AT EXIT DOOR r,- F— P AREA DETAIL O W $ SCALE: 1"=5' Q LL c- Q L TYPICAL CROSS SECTION $ NTS DATE 11/27/2018 m PA JOB No. 3023 SHEET E E8o E M 0 M OF 11 SHEETS cj W Z QUrLo W LL U z a ® W DWvJ U U DATE 11/27/2018 m PA JOB No. 3023 SHEET E E8o E M 0 M OF 11 SHEETS II I II I I I I I I I r c I a 11 El 11 11 5" SWR INV=53.15 0------s------ 13 - IIIII I L--------- .51 .51 BUILDING 1 FF=61.80 BUILDING 6 FF=61.30 G=61.01 HE El -------.-------F-------------------'.-------6.. SWR INV_55.33' o-----s----------------------s---- UILDING 2 FF=61.50 O BUILDING 5 FF=61.10 0000 -1 o� BATH 1 FF=61.50 BATH 2 FF=61.50 �" av _ t � o w 10 6 6 d d i� n it o it it n n Lel -F---�------ -------F-----1 ------5---- -------------5-------- I � I I I E 1.5 I I I I I I I I V I I 4 roc=61st I I I I 4 TOG=61.51 i y. 0 3fi �� �+ my=ov.m o - - - 6" SWR INV=51.65 ---------s--"------------S-------------------S-------S-" gl 12 SD INV=54.95 F 12 6" SWR INV=52.63 ii _ O9 .F F- -----8R 18 - 10-- �_ --- - --- ---------------------- - - - - - - - . O r1y\ - - - - - - - - - - - - - - I BUILDING 3 FF=61.80 ❑ 11 I I I I 4 tOG=67.51 I I 4 TOG=61.51 I I I 6 ❑ I � I I I 4 TOG=61.51 I I 4 TOG=61.51 I I I I I I I I I 4 TOG=61.51 I I I I I -- OD I I I ( D I I , I I I I I I I 4 TOG=61.01 I I 4 TOG=61.01 I I I I I I I I I I 4 TOG=61.01 5 I I 4 T06=61.01 I I I I I BUILDING 3 FF=61.30 4 TOG=61.01 I I 4 TOG=67.01 cn I I I I I I I I I 4 TOG -61.01 I I BO B0 7 4 (TYP) I 10" SD INV=55.04 6" SWR INV=51.53 o---s---------s-------b A I CONNECT TO EXISTING 18" STORM DRAIN SNB. �I CONTRACTOR SHALL VERIFY EXISTING ELEVATION IN FIELD 1 AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. LENGTH -�_-�_ �_-ice+_� - STORM DRAIN NOTES owo Way V ALL 18" STORM DRAIN PIPE SHALL BE HDPE, ALL 15" STORM DRAIN PIPE AND SMALLER SHALL BE u � w z w SDR 35, EXCEPT AT TIE-IN'S WHICH SHALL BE RCP. w m i i WS a o c Z ® INSTALL PVC STORM DRAIN PIPE (SEE STORM DRAIN PIPELINE TABLE FOR PIPE SIZE, 8 � a z z c*6 APPROXIMATE LENGTHS AND SLOPES). LL w i m h a m ED CONSTRUCT TYPE 'A' STANDARD MANHOLE PER O.O.B. STD. DRAWING SW -4. LID SHALL BE W z E x3 mY�z� f� MARKED "STORM DRAIN" O o i LL I- w := cYl ❑2 CONSTRUCT CONCRETE PIPE SADDLE PER C.O.B. STD. DRAWING D-18. '� -0 o 0 0 ¢ 9 L) mezzo M2 re 100oW GN W(9 co Q3 INSTALL CHRISTY U21S DRAIN BOX WITH U21 -HT GRATE PER DETAIL 10 a o 3 KU a O w d W 0G tL ® INSTALL CHRISTY F08 DRAIN BOX WITH VO1-71C GRATE PER DETAIL 70 2I29w- 9 � Yom p o g � X17) (9 Y Z. OVInW V) ZIC Q INTENTIONALLY LEFT BLANK ` E2 co C.4 ._?�" �o 06 W d M ozwo © CONSTRUCT STORM DRAIN CLEANOUT PER C.O.B. STD. DRAWING SW -6. LID SHALL BE MARKED o o z, o h w zo Co > z Q "STORM DRAIN" ��oo$ V' Tn N �7 BUILDING PLUMBER SHALL CONNECT ROOF DRAIN TO STORM DRAIN SYSTEM; CONNECTIONS FROM "£' z w o w $ L"L! Lu H � BUILDING TO STORM DRAIN MAIN SHALL BE 6" PVC AT 1% MIN. SLOPE. VERIFY EXACT NUMBER € w'd r cwi o i o L- N 0 CID AND LOCATIONS ON BUILDING PLANS z �''a z N 00 O PROPOSED "NDS DURA SLOPE" TRENCH DRAIN, OR APPROVED EQUAL62%76 O a O INSTALL ELL, WYE OR TEE AS SHOWN(SAME SIZE AS MAIN WITH REDUCER -IF NECESSARY a p rc x a w w s t1 r ) z3o�u Qio�=x 10 INSTALL 6" LATERAL MIN. SLOPE=1,0% (EXACT LENGTH TO BE DETERMINED) N w i 0 a NOTES: Sox Js 1. FLARE GUTTER AT CHRISTY BOXES AS SHOWN. w�Ns L 2. LATERAL CONNECTIONS ONN C IONS TO MAINS PURPOSES. DO NOT OCCUR IN JUNCTION BOXES SHALL BE MADE WITH bwo z zpam 3. CONTRACTOR SHALL RAISE ALL MANHOLES, CLEANOUTS, ETC. TO GRADE. € € s u € O � a a s 4. ADD 300.00 FEET TO ALL DESIGN ELEVATIONS. �� STORM DRAIN PIPE TABLE STORM DRAIN JUNCTION TABLE I 11\ -IFF No. SLOPE SIZE LENGTH 1 0.10% 18" 24 LF± 2 0.12% 15" 39.4 LF± 3 2.82% 12" 69.8 LF± 4 9.0% 10" 27.9 LF± 5 0.59% 8" 138.2 LF± 6 0.50% 6" 175.9 LF± 7 2.07 6" 15 LF± 8 1.53% 1 6" 19.6 LF± 9 0.10% 18" 34.6 LF± 10 0.12% 15" 4.6 LF± 11 0.12% 15" 136.1 LF± 1 0.157 12" 74 LF± 1 2.45% 12" 66.4 LF± 14 8.0% 8" 26.9 LF± 15 1.15% 6" 111.3 LF± 16 4.67% 6" 15 LF± 17 3.70% 6" 20.3 LF± 18 5.237 10" 12 LF± 19 0.15% 12" 58 LF± 0 0.15% 12" 82.5 LF± 21 0.157 12" 23 LF± ft 0.15% 12" 17.1 LF± 3 0.15% 12" 18.6 LFA_ 4 0.20% 10" 17,9 LF± (2$ 0.20% 10" 23 LF± 26 0.207 1 10" 82.5 LF± 2 1.97 1 10" 39 LF± 28 0.50% 1 6" 8.8 LF± 29 4.407 1 6" 76.6 LF± 30 6.07% 1 6" 30.5 LF± 31 4.217 1 6" 52 LF± 3 3.89% 1 6" 1 52 LF± 3 22.4% 1 6" 1 7.5 LF± 34 5.337 6" 30.5 LF± AI 4.48% 6" 76.9 LF± 36 0.15% 12" 24.7 LF± 3 0.15% 12" 33 LF± 38 0.15% 12" 82.5 LF± 9 0.157 12" 18.8 LF± 40 0.15% 12" 4.1 LF± 41 0.15% 12" 36.2 LF± (44 0.35% 8" 23.1 LF± a 0.35% 8" 17,6 LF± 44 0.35% 8" 82.5 LF± 4 0.35% 8" 13 LF± AT 4.717 6" 31.5 LF± 4 22.3% 6" 7 LF± 48 5.52% 6" 55 LF± 49 5.697 6" 28.6 LF± 50 15.87 6" 11 LF± 51 1.0% 6" 36.7 LF± (54 1.07 6" 1 35.1 LF± 5 1.0% 6" 11.6 LF± 54 1.0% 6" 44.3 LF± 5 1.0% 6" 11 LF± 56 1.0% 6" 28.5 LF± (5t 0.50% 6" 55.3 LF± 58 1.07 6" 6.6 LF± 58 1.0% 6" 18.9 LF± 60 1.30% 10" 1 31.2 LF± 61 1.30% 10" 1 42.8 LF± 6 1.30% 10" 48.6 LF± 63 0.19% 10" 46.9 LF± 64 0.50% 6" 158.5 LF± 65 5.467 6" 15.9 LF± (60 26.77 1 6" 6 LF± 6 35.3% 6" 6 LF± 6 8.97% 6" 15.9 LF± 69 1.0% 6" 15 LF± 0 1,0% 6" 16.8 LF± 71 26.7% 6" 75 LP± 7 0.20% 10" 31.5 LF± No. TYPE15,9.7FS** H INVERTS AU [1 ** 53.25 18"S&W 53.40 15"E ® Q1 **. 53.45 15"W 53.78 12"E 5395 10"N � O o rc L 55.75 12"W OG 57.45 8"S 57.62 6"N Z w OG 58.50 5"S ** 53.29 18"E 53.54 15"W 53.79 12"N © Q3 L 54,60 10"N ** 53.88 12"N&S 54.38 6"W I� ® 60.81 TOG 57.80 6"E J� Q9 60.2 FG** 54.00 12"N&S 54.50 6"W MK Ell 60.10 TOG 56.10 6"E © ❑9 60.2 FG** 54.03 12"N&S 54.53 6"W ® 60.10 TOG 56.10 6"E �N 09 60.7 FG** 54.06 12"N&S 54.56 5"E o ® 60.60 TOG 56.60 5"W © 09 60.7 FG** 54.09 12"S 54.26 10"N 54.59 6"E a) ® 60.80 TOG 56.80 6"W ® M9 60.7 FG** 54.30 10"N&S 54.63 6"W Q8 4 60.50 TOG 56.50 CE QT ❑9 60.7 FG** 1 54.35 10"N&S 54.68 5"W CL ® 60.50 TOG 1 56.50 6"E CV 09 60.7 FG** 54.52 10"N&S 54.85 6"W (W ® 61.21 TOG 58.20 6"E OX ® 59.46 FL 54.66 10"S 55.65 6"NE DY ® 59.70 TOG 55.70 6"SW Q Q 59.8 AC** 53.71 15"E 53.96 12"N&W AA L9j 60.4 FG** 54.00 12"N&S 54.50 5"W (MI ® 60.30 TOG 56.81 6"E&W (01 ED 60.60 TOG 57.00 6"E (MI Efl 1 60.2 FG** 54.05 12"N&S 57.52 6"E (DROP) AE I ® 1 60.81 TOG 1 57.80 6"W WI ❑9 60.2 FG** 1 54.17 12"N&S 55.82 6"E DROP �Ml ED 1 60.10 TOG 1 56.10 6"W AH ® 1 60.10 TOG 1 56.10 6"W AI L9j 60.2 FG** 1 54.20 12"N&S 55.99 6"E (DROP) AJ Q 60.3 FG** 1 54.21 12"N&S 54.71 6"E AK 61.0 FS** 55.08 6"N&E&W AL 09 61.0 FS** 55.43 6"N&W AM ® 61.17 FS 55.55 6"S AN ® 61.18 FS 55.52 5"S AO ® 61.0 FS** 54.26 12"S 54.43 10"N 54.59 8"N AP ® 61.10 TOG 57.10 6"S a ® 61.2 FG** 54.84 10"E&W 55.17 6"S AR ® 60.60 TOG 56.60 6"N AS 4 61.10 TOG 57.10 6"S AT 4 60.60 TOG 56.60 6"N AU 60.5 AC** 55.03 10"E&NW AV 59.62 FL 56.12 10"SE AW Q9 60.7 FG** 54.67 8"N&S 54.84 6"E AX ® 60.50 TOG 56.50 6"W AY 4 60.50 TOG 56.50 5"W (AZ> 9 60.7 FG** 54.73 8"N&S 54.90 6"E 8A 09 60.7 FG** 55.02 8"N&S 55.19 6"E BB 4 61.21 TOG 58.20 6"W BC 9 60,60 TOG 55.07 8"S 55.24 6"N&E BD ® 60.80 TOG 56.80 6"W BE ® 60.70 TOG 56.70 5"W BF Q9 61.4 FG** 58.04 6"E&W BG ® 61.20 TOG 58.19 5"E BH ® 61.20 TOG 58.21 6"W BI Q9 60.0 AC** 54.07 12"E&W 54.57 6"N BJ ❑3 59.20 FL 55.70 12"E BK 09 60.7 FG** 56.72 6"N&S&E&W BL ® 50.60 TOG 57.42 6"E BM ® 60.60 TOG 57.47 6"W BN ® 61.01 TOG 58.00 6"S BO ® 60.60 TOG 57.10 6"E BP 09 60.7 FG** 56.46 10"S 56.63 8"N 56.80 6"E&W BO ® 60.60 TOG.0 6"W aRj L4j59.7 AC** 53.55 15"E&W 53.97 10"S SS ❑3 60.70 TOG 1 56.10 10"N&S **= INTERPOLATED ELEVATION, EXACT ELEVATION SHALL BE DETERMINED IN FIELD. - - -S- - - PROPOSED SEWER MAIN (SEE SEWER AND WATER PLANS) -----W----- PROPOSED WATER MAIN (SEE SEWER AND WATER PLANS) -----F----- PROPOSED FIRE WATER MAIN (SEE SEWER AND WATER PLANS) -N- NORTH SCALE: 1"=20' 6.9-285 0 10 20 40 C.O.B. RECORDS NO. a W°o � O o rc m Z w w g LLI U- W o a u n V rc Q z O WCL r WF Z Z L � Q Qn CL_j Z Q 0- W Z T 0 m Z ZW UrW® ZC- 0c - Q W mi U U V L CL rc DATE 11/27/2018 PA JOB No. 3023 SHEET 9 OF 11 SHEETS U Elam' wmtm d U21 -HT ADA •�2 z�y wzwa O APPROVED �eq0 �mr°15=aoo M GRATE Pot o �- zaz M zz�O++?msF V//� W N �OiK US'»C J U,E O wwa's;yyh 4i sad W ? � r siow3wmi�3 � i N U21 CATCH BASINw�zzmo3 U clcl P.V.C. PIPE SIZE AND a3oo�u� r .dco SLOPE PER PIPELINE TABLE. TYP. a zy� o o fMW� W WLL UImZ ) ` IL zU-'aUO 'U'^) Y ww3��uu��i m'uh� I Z N �u�j rz (uorczmo R' m cli 3 $3w Wio¢ KJ W Q 20 o O INVERT N a � J o� 2 U) ELEV. ui ��w?o`�mrc ui W W cl`- wozx<io N rD NOTE: GROUT AND WATERTOP AROUND INSIDE AND OUTSIDE OF PIPE a w a a w ro'no/ zw; zdmro'n c� 6L O CONNECTING TO BOX. ALSO GROUT AT o¢¢ y z a w w y EXTENSION JOINTS, TYP. A TYPICAL U21 CATCH BA.T.So> g m s 10 N.T.S. OKFO�RW�W�� <ou�W2mm¢� �w wz zzdam iw OwH�ui D 1'6`a vmalc ADA a 0 APPROVED GRATE CEMENT MORTAR AROUND PIPE TO 0 SEAL BOX, TYP. o0 0 w 8 W o z H- 6" P.V.C. RISER 0 w z W y�j X"x6" ELBOW R'( w o m W uy OR WYE Y�J• LL a o a \Nf•ER is di X" P.V.0 PIPE (SEE PLAN)~� B TYPICAL F08 DRAIN BOX WITH RISER V 8- 1O N.T.S. o d Cv S/03N # 5 P () CV J Qz®� JW W 0-2 z z� p W2 Q�~ Q A CL I Z < U J �W ~ ❑moo ❑�ZU) QUCLo UW "- z �- ® W ❑W wF- U �Q Q d a 0 0 L W N P L N O NN � Z 3 O V - / N a 5 - W a rc rn DATE 11/2712018 PA JOB No. 3023 SHEET E 6.9-285 10 C.O.B. RECORDS NO. <, OF 11 SHEETS + + } + + + + + ...... + + + + + + + + + + + .............. + + + + + + + + + + + + + + } + + + + + + + + + + + + + + + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ++ + + + + + + + + + + + + + + + + + + + + + + + + + +++ ++++++}+++++++++++++++++++++++++++++++++++++++++++++++++++++++++}+++++++++++++++++++ ++++ ++++ ++++ + + + + + + + + + + + + + + + + + + + + ++++ ++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++ ++++ ++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++ +++++++ ++++++++ ++++++++ +++++++ ++++++++ +++++ + + + + + J 1 ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + ++++ + + + } + + + + + + + + + + + + ++++ +}++ ++++ ++++ + + + + + + + + + + } + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + } + } + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++} ++++ +}++ ++++ ++++ ++++ ++++ ++++ ++++ ++}+ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ +}}+ ++++ ++++ ++++ ++}+ + + + + + + } + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + } + } + + } + } } } + + + t + + + + + + + + + + + + + ++ + +++++++++++++t++++++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++++++++ U PAVEMENT SECTIONSowe moi b LIGHT DUTY PAVEMENT (PARKING AREAS) g m i P` LL w z 0.20' MIN. HOT MIX ASPHALT z F Z- 0,40' 0.40' MIN. CL -2 AGGREGATE BASE 1.00' MIN. COMPACTED SUBGRADE AT 95% MAX DENSITY i w $ _ `; ;252 W Z .E h HEAVY DUTY PAVEMENT (DRIVE AISLE AREAS) o w y 3 w :c N m cn Uih8O�- ++ 0.30' MIN. HOT MIX ASPHALT W 5 z z 0 w 3 Z U rco w + + + 0.40' MIN. CL -2 AGGREGATE BAS ¢ o oo x K � xtwzo U U) zco Efl1.00' MIN. COMPACTED SUBGRADE AT 95% MAX. DENSITY z z a 6 rc z oiE a 0 y N x CONCRETE SECTIONSZ 0000� z mz �+-'¢ wwx Y HEAVY DUTY CONCRETE PAVEMENT (TRASH ENCLOSURE ACCESS). �`EF z Q m N ILI LD 0.50' MIN. CONCRETE PAING w/p3 9 18' O.C. EACH WAY u¢! 55 c z m m _Y W y M EE 3.000 P.S.I. 928 DAYS MIN. o�aoWwoo W Z_ NO 1.00' MIN. COMPACTED SUBGRADE AT 90% MAX. DENSITY w o z w F o w rc M (� In N H.W.-¢czz¢� W W Z M CONCRETE FLATWORK o- z g f— 0T CO NOTE: ALL OTHER CONCRETE FLATWORK SECTIONS NOT NOTED ON THIS SHEET OR w � � ti W o w O SHALL BE PER ARCHITECTS PLANS. w z Z m 3 G z z" c' O V_ow• w O •N- ULL'd.4wWw� �1 Z4O.QOES-,- LL 0 wasu �pO gqZ�,�xUNW2 pLLO1W� SZF'2S2�Q�k ow=e m w W W y p W Z-1 Y~ Kw�i2 ¢F 4"", 0 0 O (f Cr 0 W 0 0 O -W 2 cl y 2 W R LL a a a \t4EER # b y 3 U P �1STa3a cn CV Q Z J ®Z W� z� UQ �a Q 0.. W Z<r �W MW , (cl� DQ ®Z ZW0 2 U z� QU a 0 Z� ®Z 0 w 0 Q -- �� UL). U� CL 0 m 3 M N O 3 a / O rll a DATE 19/27/2018 G PA JOB No. 3023 SHEET -- NORTH SCALE: 1"=20' E E M 0 10 20 40 0 C.O.B. RECORDS N0. �-M OF 11 SHEETS 6.9-285 EROSION, SEDIMENT &DUST CONTROL PLAN MASTERPIECE PARKE APARTMENTS PARCEL "C" OF P.M. NO. 10763 1600 J E N KI N S ROAD BAKERSFIELD, CALIFORNIA -- ��.------ -------------------e-------------------- PROPOSED BLOCK ALL l i 5 1 Ln TYPE I 1 3 TYP I I - I 1 a] TYP --- I ❑ ❑ 3 TYP 1 I I I I I I ❑ 1 1 i I 1 ❑ I I I + 1 I 1 I ❑ } I I 1 T } ❑ I I I I } I I 1 ❑ 1 I 1 1 1 1 1 1 1 1 I I I I CALIFORNIA BARNSDALE AVENUE STORMWATER BMP HANDBOOK SWPPP BEST MANAGEMENT PRACTICES GENERAL NOTES: wows mo`3 a o T THE FOLLOWING CALIFORNIA STORMWATER CONSTRUCTION BMP'S SHALL FOLLOWING ARE GENERAL NOTES, THE CONTRACTOR SHALL REVIEW ALL APPLICABLE m w N w w < a BE CONSIDERED A PART OF THESE PLANS AND MAY APPLY DURING CODES AND REGULATIONS AND IMPLEMENT CONSTRUCTION SITE MONITORING PROGRAM yyw a���2�gez-�zLLoj THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR AND QSP SHALL AS NECESSARY TO MEET REGULATIONS. IMPLEMENT ADDITIONAL BMP'S AS REQUIRED DURING CONSTRUCTION. 1, BEST MANAGEMENT PRACTICES (BMPs) CONTAINED HEREIN REFLECT MINIMUM LL koz mfwii! REQUIREMENTS. ALTERNATE METHODS PROVIDING EQUAL GREATER PROTECTION MAY Z WR'VO 7U'1 BMP N0. DESCRIPTION BE UTILIZED. FOR ADDITIONALLBMPsBMPs REFER TO CALIFORNIAA STORMWATER BMP ® EC -1 SCHEDULING HANDBOOKS. ❑ EC -2 PRESERVATION OF EXISTING VEGETATION 2. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN AND IMPLEMENTED IN aoow�gN� ❑ EC -4 HYDROSEEDING ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT NATIONAL POLLUTANT mo zp m DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT, THE STATE'S GENERAL PERMIT, AND w w 0 0 ❑ EC -5 SOIL BINDERS LOCAL STORMWATER MANAGEMENT PROGRAMS. CONTRACTOR SHALL OBTAIN A COPY C? LLo o z o 3 El EC -9 EARTH DIKES AND DRAINAGE SWALES OF THESE PROGRAMS FOR HIS OWN USE. .n P: -'50'.02: o ww gw' El EC -16 NON -VEGETATIVE STABILIZATION 3. THE CONTRACTOR MUST IMPLEMENT AN EFFECTIVE COMBINATION OF EROSION AND m p 6i a o SEDIMENT CONTROL ON ALL DISTURBED AREAS PER THE BMP HANDBOOK. 2'- F z i Wa m p ® SE -1 SILT FENCE 4. NON-STORMWATER DISCHARGES SHALL BE PROHIBITED FROM ENTERING ANY STORM V53:<3: y w$ i I o yy ❑ SE -2 SEDIMENT BASIN DRAIN SYSTEM AND THE EXISTING STREET. ❑ SE -3 SEDIMENT TRAP 5. NON-STORMWATER MANAGEMENT CONTROLS AND WASTE MANAGEMENT CONTROLS mawawn zpl o z w g o gm ® SE -5 FIBER ROLLS SHALL BE PROPERLY IMPLEMENTED AS NECESSARY TO COMPLY WITH ALL APPLICABLE w CODES. - zm3 ¢a mml zo ® SE -6 GRAVEL BAG BERM .9; ? s. o w ! ® SE -7 STREET SWEEPING AND VACUUMING 6. SEDIMENT CONTROL PRACTICES SHALL EFFECTIVELY PREVENT A NET INCREASE OF y i y> ¢ w W;� I N 0° SEDIMENT LOAD IN STORMWATER DISCHARGE. o rc w w ! E3 SE-8SANDBAG BARRIER 7. ALL CONTROL DEVICES SHALL BE INSPECTED FOR PROPER INSTALLATION PRIOR TO aoioo� ® SE -10 STORM DRAIN INLET PROTECTION QUALIFYING RAIN EVENTS AS OUTLINED IN THE GENERAL ORDER. pSUww ® WE -1 WIND EROSION CONTROL 8. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES. o W ® TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT �p a ,Q gm m m a ® TC -2 STABILIZED CONSTRUCTION ROADWAY LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR 5 m+ v E^ z_ `� DAMAGED EROSION CONTROL MEASURES OR SEDIMENT CONTROL MEASURES WHEN RAIN w ❑ TC -3 ENTRANCE/OUTLET TIRE WASH IS IMMINENT. P= F c n € a ® NS -1 WATER CONSERVATION PRACTICES 9. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK ® NS -8 VEHICLE AND EQUIPMENT CLEANING BERMS, DESILTING BASINS AND OTHER DEVICES. ANY DEVICES AND SLOPE SURFACE ® NS -9 VEHICLE AND EQUIPMENT FUELING PROTECTION DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED. ® NS -10 VEHICLE AND EQUIPMENT MAINTENANCE 10. POLLUTANTS SHALL BE REMOVED FROM STORMWATER DISCHARGES TO THE MAXIMUM EXTENT PRACTICABLE (MEP) THROUGH DESIGN AND IMPLEMENTATION OF THIS ® NS -12 CONCRETE CURING PLAN. ® NS -13 CONCRETE FINISHING 11. PORTABLE SANITARY FACILITIES SHALL BE LOCATED ON RELATIVELY LEVEL GROUND ® NS -14 MATERIAL AND EQUIPMENT USE AWAY FROM TRAFFIC AREAS, DRAINAGE COURSES AND STORM DRAIN INLETS. ® WM-1 MATERIAL DELIVERY AND STORAGE 12. EMPLOYEES, SUBCONTRACTORS AND SUPPLIERS SHALL BE EDUCATED BY THE ® WM-2 MATERIAL USE DEVELOPER OR HIS GENERAL CONTRACTOR ON ALL BEST MANAGEMENT PRACTICES (BMPs) INCLUDING CONCRETE WASTE STORAGE AND DISPOSAL PROCEDURES. ® WM-3 STOCKPILE MANAGEMENT ® WM-4 SPILL PREVENTION AND CONTROL 13. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD ® WM-5 SOLID WASTE MANAGEMENT OF THIS PROJECT. PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR ® WM-6 HAZARDOUS WASTE MANAGEMENT TO MITIGATE THE IMPACT OF DUST AND PM10 EMISSIONS ACCORDING TO THE SAN ® WM-8 CONCRETE WASTE MANAGEMENT JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION MR (8). THE CONTRACTOR SHALL OBTAIN A COPY OF THE REGULATION FOR HIS USE. ® WM-9 SANITARY/SEPTIC WASTE MANAGEMENT SWEEP NOTES [11 INSTALL 25'x50' GRAVEL ENTRY/EXIT PER BMP TC -1 2❑ INSTALL 15 MPH SPEED LIMIT SIGN 3❑ INSTALL STORM DRAIN INLET PROTECTION PER BMP SE -10 ® INSTALL STOCKPILE MANAGEMENT PER BMP WM-3 E 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 COMPLETION OF BLOCK WALLS WHERE APPLICABLE. © INSTALL CONCRETE WASHOUT PER BMP WM-8 7❑ INSTALL GRAVEL BAGS IN CURB & GUTTER AT PROJECT PER BMP SE -6 ® INSTALL NON-STORMWATER BMP'S AS REQUIRED PER BMP NS -8, NS -9, & NS -10. ❑9 INSTALL MATERIAL MANAGEMENT BMP'S AS REQUIRED FOR PER BMP WM-1, WM-2, & WM-5. 10 INSTALL SANITARY SEPTIC WASTE MANAGEMENT PER BMP WM-9. NOTE: CONTRACTOR SHALLINSTALL TEMPORARY CONSTRUCTION FENCING AROUND PERIMETER OF SITE TO RESTRICT UNAUTHORIZED VEHICLE ACCESS. PROJECT STATISTICS 1. PROPERTY LOCATION: 2. LEGALLY RESPONSIBLE PERSON: 3. QUALIFIED SWPPP PRACTITIONER: (RESPONSIBLE FOR SWPPP IMPLEMENTATION) 4. QUALIFIED SWPPP DEVELOPER: (RESPONSIBLE FOR SWPPP PREPARATION) 5. PROJECT TYPE: 6. DISTURBED AREA: 7. AVERAGE DAILY EARTHWORK THROUGHPUT: SCALE: 1 "=30' 0 15 30 60 A BARNSDALE AVENUE - PARCEL "C" OF P.M. NO. 10763 IN THE CITY OF BAKERSFIELD, COUNTY OF KERN. STATE OF CALIFORNIA SEC. 26 T 29S. R.26E. RON FROEHLICH FROEHLICH SIGNATURE HOMES 12625 JOMANI DRIVE. STE. 101 BAKERSFIELD, CA 93312 (661) 664-7130 FRED W. PORTER II PORTER & ASSOCIATES. INC. 1200 21st STREET BAKERSFIELD, CA 93301 (661) 327-0362 FRED W. PORTER II PORTER &PORTER & ASSOCIATES. INC. 1200 21st STREET BAKERSFIELD. CA 93301 (661) 327-0362 DUST CONTROL BEST MANAGEMENT PRACTICES: 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) AND PROVIDE WRITTEN NOTIFICATION TO THE SJVAPCD VIA FAX OR EMAIL WITHIN 10 DAYS PRIOR TO THE COMMENCEMENT OF EARTHMOVING ACTIVITIES (AFTER THE PLAN HAS BEEN APPROVED BY SJVAPCD). 2. THE CONTRACTOR SHALL PREVENT A DUST NUISANCE FROM ORIGINATING FROM THE SITE OF WORK AS A RESULT OF HIS OPERATIONS DURING THE EFFECTIVE PERIOD OF THIS PROJECT. PREVENTATIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO MITIGATE THE IMPACT OF DUST AND PM10 EMISSIONS ACCORDING TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT REGULATION VIII (8). THE CONTRACTOR SHALL OBTAIN A COPY OF THE REGULATION FOR HIS USE. 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 VDE TO 20% OPACITY. b) LIMIT ACTIVITY TO PERIODS OF LOW OR NO WIND, OR CONSTRUCT AND MAINTAIN WIND BARRIERS SUFFICIENT TO LIMIT VDE TO 20% OPACITY. c) APPLY WATER OR OTHER APPROVED SUBSTANCE TO UNPAVED HAUL/ACCESS ROADS AND UNPAVED VEHICLE/EQUIPMENT TRAFFIC AREAS SUFFICIENT TO LIMIT VDE TO 20% OPACITY AND MEET THE CONDITIONS OF A STABILIZED UNPAVED ROAD SURFACE. 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 CONDITIONS OF A STABILIZED SURFACE. IF ANY AREA HAVING 0.5 ACRES OR MORE OF DISTURBED SURFACE AREA REMAINS UNUSED FOR SEVEN OR MORE DAYS, THE AREA MUST COMPLY WITH THE CONDITIONS FOR A 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 OR THE SITE SHALL BE REMOVED IMMEDIATELY. b) CLEANUP SHALL BE ACCOMPLISHED BY MANUAL SWEEPING OR APPROVED EQUIPMENT AND METHOD AS SPECIFIED BY THE SJVAPCD. 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. RESIDENTIAL DEVELOPMENT EARTHWORK 5.00 GROSS ACRES 4.500 CY (APPROXIMATELY) BASED ON 20 DAYS OF ROUGH GRADING APPROX. 1.000 CY THEREAFTER FOR FINE GRADING. UNDERGROUND CONSTRUCTION, ETC. UNDERGROUNDSOME ALERT OF SOUTHERN CALIFORNIA J Yew 9Ef 00.E DIALTOLL FREE I -OW -W AT LEAST TWO DAYS BEFORE YOU DIG VICINITY MAP NO SCALE ra a 0 Z� Z CL W Q O Z LL LL O O ^ O 4 Z :3 0 °6 LL D z�'®W w U U LL wW�r W zW ry < U) ,'^ O 'V J�r^J IIL...� W �1DATE PA JOB No. 11/27/2018 30231' a1 a i M OF 1 SHEETS �l 6.9-285 BARNSDALE AVENUE PROJECT SITE BRIMHALL ROAD a o & & pZ W Z STOCKDALE HIGHWAY VICINITY MAP NO SCALE ra a 0 Z� Z CL W Q O Z LL LL O O ^ O 4 Z :3 0 °6 LL D z�'®W w U U LL wW�r W zW ry < U) ,'^ O 'V J�r^J IIL...� W �1DATE PA JOB No. 11/27/2018 30231' a1 a i M OF 1 SHEETS �l 6.9-285