HomeMy WebLinkAbout0004_9_PA 2021-37 - Exhibit H - Design Review PackageXSHEET NUMBERSECTION REFERENCEKEYNOTE INDICATORXXXXXXREVISION CLOUD & DELTA NUMBERXXXFINISH INDICATORSHEET NUMBEREXT. ELEVATION REFERENCEXXXNOT TO SCALE15PROJECT SITECOLLIER AVENCHANEY STarchitectureplanninginteriorsgraphicscivil engineering3911 Sorrento Valley Blvd, Suite #120San Diego, CA 92121P 858.638.7277F 858.638.7506JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTBIM 360://SDG21-0008-00_Hamman - Mason Motorsports/0008_ARCH.rvt9/7/2022 9:36:12 PMKMIDDLETONHMSDG21-0008-00A-0.1MASON MOTORSPORTSLAKE ELSINORE, CALIFORNIA92530TITLE SHEETR. RISERR.B. RUBBER / RESILIENT BASER.C.P. REFLECTED CEILING PLANR.D. ROOF DRAINR.O. ROUGH OPENINGR.O.W. RIGHT OF WAYR.T.U. ROOF TOP UNITR.W.L. RAIN WATER LEADERRAD. RADIUSREF. REFERENCEREFR. REFRIGERATORREINF. REINFORCE(D)REQ. REQUIREDRESIL. RESILIENTRGTR. REGISTERRM. ROOMRWD. REDWOODS. SOUTHS.A.F. SELF-ADHERED FLASHINGS.C. SOLID CORES.C.D. SEAT COVER DISPENSERS.D. SOAP DISPENSERS.F. SQUARE FOOTS.I. SQUARE INCHS.N.D. SANITARY NAPKINDISPENSERS.N.R. SANITARY NAPKINRECEPTACLES.S. STAINLESS STEELS.SK. SERVICE SINKS.T.C. SOUND TRANSMISSIONCOEFFICIENTSCHED. SCHEDULESCWD. SOLID CORE WOODSECT. SECTIONSH. SHELFSHR. SHOWERSHT. SHEETSIM. SIMILARSPEC. SPECIFIED orSPECIFICATIONSQ. SQUARESTA. STATIONSTD. STANDARDSTL. STEELSTOR. STORAGESTRL. STRUCTURE orSTRUCTURALSUPP. SUPPLEMENT orSUPPLEMENTARYSUSP. SUSPENDEDSYMM. SYMMETRICALT&G TONGUE AND GROOVET. TREADT.B. TOWEL BART.C. TOP OF CURBT.D. TRENCH DRAINT.O.C. TOP OF CONCRETET.O.M. TOP OF MULLIONT.O.P. TOP OF PARAPETT.O.R. TOP OF REVEALT.O.REC. TOP OF DEEP RECESST.O.S. TOP OF STEELT.O.W. TOP OF WALLT.P. TOP OF PAVEMENTT.P.D. TOILET PAPER DISPENSERT.V. TELEVISIONTEL. TELEPHONETER. TERRAZZOTHK. THICKTOL. TOLERANCETYP. TYPICALU.C. UNDERCUTU.H. UNIT HEATERU.L. UNDERWRITERS'LABORATORIESU.O.N. UNLESS OTHERWISE NOTEDUNF. UNFINISHEDUR. URINALV.C.T. VINYL COMPOSITE TILEV.I.F. VERIFY IN FIELDV.P. VISION PANELV.R. VAPOR RETARDERVAC. VACUUMVERT. VERTICALVEST. VESTIBULEVIT. VITREOUSW. WESTW.C. WATER CLOSETW.I. WROUGHT IRONW.P. WORKING POINTW.S. WEATHER STOP orSTRIPPINGW.W.F. WELDED WIRE FABRICW/ WITHW/O WITHOUTWD. WOODWPM WATERPROOFINGMEMBRANEWRB WEATHER / WATERRESISTIVE BARRIERWSCT. WAINSCOTWT. WEIGHTG.B. GRAB BARG.C. GENERAL CONTRACTORG.F.I. GROUND FAULT INTERRUPTGA. GAUGEGALV. GALVANIZEDGL. GLASSGND. GROUNDGR. GRADEGYP. GYPSUMH.B. HOSE BIBBH.C. HOLLOW COREH.M. HOLLOW METALH.P. HIGH POINTH.V. HIGH VOLTAGEHDWD. HARDWOODHDWE. HARDWAREHORIZ. HORIZONTALHR. HOURHT. HEIGHTI.D. INSIDE DIMENSIONI.H.P. INTERMEDIATE HIGH POINTINSUL. INSULATION or INSULATEDINT. INTERIORJ.B. JUNCTION BOXJAN. JANITORJST. JOISTJT. JOINTK.O. KNOCK-OUTK.P. KICK PLATEK.W.H. KILOWATT HOURKIT. KITCHENL.P. LOW POINTL.S. LIMESTONEL.V. LOW VOLTAGEL.W.C. LIGHT WEIGHT CONCRETELAB. LABORATORYLAM. LAMINATE(D)LAV. LAVATORYLIN. LINEARLIQ. LIQUIDLKR. LOCKERLT. LIGHTLTL. LINTELLVR. LOUVERM.B. MOP BASINM.C. MEDICINE CABINETM.O. MASONRY OPENINGMAINT. MAINTENANCEMAN. MANUALMAS. MASONRYMAX. MAXIMUMMECH. MECHANICALMEMB. MEMBRANEMET. METALMEZZ. MEZZANINEMFR. MANUFACTURERMH. MANHOLEMIN. MINIMUMMIR. MIRRORMISC. MISCELLANEOUSMTD. MOUNTEDMUL. MULLIONN. NORTHN.I.C. NOT IN CONTRACTN.R.C. NOISE REDUCTIONCOEFFICIENTN.T.S. NOT TO SCALENO. NUMBERNOM. NOMINALO.A. OVERALLO.C. ON CENTERO.D. OUTSIDE DIAMETERO.F. OUTSIDE FACEO.H. OVERHEAD or OPPOSITEHANDOBS. OBSCUREOFF. OFFICEOPNG. OPENINGOPP. OPPOSITEP.C. PRECASTP.J. PANEL JOINTP.LAM. PLASTIC LAMINATEP.S.F. POUNDS PER SQUAREFOOTP.T.D. PAPER TOWEL DISPENSERP.T.R. PAPER TOWERRECEPTACLEPL. PLATEPLAS. PLASTERPLYWD. PLYWOODPOL. POLISH(ED)PR. PAIRPT. POINTQ.T. QUARRY TILEQUAL. QUALITYQUAN. QUANTITYANGLECENTERLINE# POUND or NUMBER& AND(E) EXISTING@ AT~ DIAMETER or ROUNDØ DIAMETERA.D. AREA DRAINACOUS. ACOUSTICALADJ. ADJUST, ADJUSTABLE orADJACENTAGGR. AGGREGATEAL. ALUMINUMAPPROX. APPROXIMATE(LY)ARCH. ARCHITECTURALASB. ASBESTOSASPH. ASPHALTB.O.C. BOTTOM OF CONCRETEB.O.M. BOTTOM OF MULLIONB.O.P. BOTTOM OF PANELB.O.R. BOTTOM OF REVEALBD. BOARDBITUM. BITUMINOUSBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGBM. BEAMBOT. BOTTOMC.B. CATCH BASINC.G. CORNER GUARDC.I. CAST IRONC.O. CASED OPENINGC.O.M. CENTER OF MULLIONC.O.R. CENTER OF REVEALCAB. CABINETCEM. CEMENT(ITIOUS)CER. CERAMICCLG. CEILINGCLKG. CAULKINGCLO. CLOSETCLR. CLEARCNTR. COUNTERCOL. COLUMNCONC. CONCRETECONN. CONNECTIONCONSTR. CONSTRUCTIONCONT. CONTINUOUSCORR. CORRIDORCTR. CENTERCTSK. COUNTER-SUNKD.F. DRINKING FOUNTAIND.O. DOOR OPENINGD.S. DOWNSPOUTD.S.P. DRY STANDPIPEDBL. DOUBLEDEPT. DEPARTMENTDET. DETAILDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDN. DOWNDR. DOORDWG. DRAWINGDWR. DRAWERE. EASTE.J. EXPANSION JOINTE.P. ELECTRIC PANELBOARDE.W.C. ELECTRIC WATER COOLEREA. EACHEL. ELEVATIONELEC. ELECTRIC(AL)ELEV. ELEVATOREMER. EMERGENCYENCL. ENCLOSED or ENCLOSUREEQ. EQUALEQPT. EQUIPMENTEXP. EXPANSIONEXPO. EXPOSEDEXST. EXISTINGEXT. EXTERIORF.A. FIRE ALARMF.A.R. FLOOR AREA RATIOF.B. FLAT BARF.D. FLOOR DRAINF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHERCABINETF.H.C. FIRE HOSE CABINETF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.O.M. FACE OF MULLIONF.O.SH. FACE OF SHEATHINGF.P. FIREPROOFF.S. FULL SIZEFDN. FOUNDATIONFIN. FINISH(ED)FL. FLOORFLASH. FLASHINGFLUOR. FLUORESCENTFT. FOOT or FEETFTG. FOOTINGFURR. FURRINGFUT. FUTUREOCCUPANCYSECTIONUSEPROPOSED AREA (SF)SEE ALLOWABLE AREA BELOWB / BUSINESS(304)OFFICEMAIN OCCUPANCY(TABLE 504.3)ALLOWABLE BUILDING HEIGHT IN FEETSPRINKLER CONDITION(504.4) ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEPROPOSED BUILDING HEIGHT IN FEETALLOWABLE BUILDING HEIGHT:PROPOSED NUMBER OF STORIES ABOVE GRADE PLANE34'-00"2 STORY4 STORY75'-0"BSUNLIMITED AREA ALLOWED PERW/ AUTOMATIC SPRINKLER AND OPEN YARDS GREATER THAN 60 FEET ON ALL SIDESALLOWABLE BUILDING AREA:507PROPOSED TOTAL BUILDING AREA±25,449S.F.TYPE OF CONSTRUCTION (602)TYPE:III-BSTRUCTURAL FRAME0HR.EXTERIOR BEARING WALLS2HR.BUILDING ELEMENTS(TABLE 601)INTERIOR BEARING WALLS0HR.EXTERIOR NON-BEARING WALLSSEE BELOWINTERIOR NON-BEARING WALLS0HR.FLOORS0HR.ROOF0HR.EXTERIOR WALLS BASED ON FIRE SEPARATION(TABLE 602)NORTH EXTERIOR WALL ( X > 30' )0HR.EAST EXTERIOR WALL ( X > 30' )0HR.SOUTH EXTERIOR WALL ( X > 30' )0HR.WEST EXTERIOR WALL ( X > 30' )0HR.CHAPTER 6 -TYPES OF CONSTRUCTIONCHAPTER 5 -GENERAL BUILDING HEIGHTS AND AREASCHAPTER 3 -USE & OCCUPANCY CLASSIFICATIONM DISTRICT (20K SF) @ 1/50040REQUIREDSTANDARD PARKING PROVIDED48STALLSACCESSIBLE PARKING PROVIDED3STALLSTOTAL PARKING PROVIDED51STALLSACCESSOR'S PARCEL NO:377-430-016SITE DATAAPPLICABLE CODESCITY OF: LAKE ELSINOREBUILDING: 2019 CALIFORNIA BUILDING CODESTRUCTURE: 2019 CALIFORNIA BUILDING CODEMECHANICAL: 2019 CALIFORNIA MECHANICAL CODEELECTRICAL: 2019 CALIFORNIA ELECTRICAL CODEPLUMBING: 2019 CALIFORNIA PLUMBING CODEFIRE / LIFE SAFETY: 2019 CALIFORNIA FIRE CODE (WITH LOCAL AMENDMENTS)ENERGY: 2019 STATE OF CALIFORNIA ENERGY CODE2019 STATE OF CALIFORNIA GREEN BUILDING CODEACCESSIBILITY: 2019 STATE OF CALIFORNIA TITLE 24 ACCESSIBILITY STANDARDSMASON MOTORSPORTSLAKE ELSINORE, CALIFORNIA 92530SEE ALLOWABLE AREA BELOWF-1 / FACTORY (306)MANUFACTURINGABBREVIATIONSSITE DATAPROJECT DATASHEET INDEXOWNERGENERAL CONTRACTORARCHITECTCONSULTANTSP 858.638.72773911 SORRENTO VALLEY BLVD, SUITE #120SAN DIEGO, CA 92121PM: KARLA MIDDLETONkmiddleton@waremalcomb.comISSUE09 / 27 / 2021SHEET ISSUED, WITH MODIFICATIONSSHEET ISSUED, NO MODIFICATIONSVICINITY MAPSYMBOLSHAMANN CONSTRUCTIONGREGG HAMANN1000 PIONEER WAYEL CAJON, CA 92020PH: 619.440.7424E: GREGG@HAMANNCO.COMA CALIFORNIA LIMITED PARTNERSHIPAYLI, LPGREGG HAMANN1000 PIONEER WAYEL CAJON, CA 92020PH: 619.440.7424E: GREGG@HAMANNCO.COMARCHITECTURALA-0.1 TITLE SHEETA-1.1 SITE PLANA-1.2 FENCE AND WALL PLANA-1.3 CROSS SECTIONSA-2.1 OVERALL FIRST FLOOR PLANA-2.2 ENLARGED FIRST FLOOR PLANA-2.3 ENLARGED FIRST FLOOR PLANA-2.4 ENLARGED SECOND FLOOR PLANA-3.1 OVERALL ROOF PLANA-4.1 COLORED EXTERIOR ELEVATIONSA-4.2 COLORED EXTERIOR ELEVATIONSA-6.1 RENDERINGSARCHITECTURAL SHEET COUNT: 12LANDSCAPELCP-1 PLANTING PLANLCP-2 LANDSCAPE CALCULATIONS AND DETAILSLANDSCAPE SHEET COUNT: 2CIVILC-1 COVER SHEETC-2 DETAILSC-3 DETAILSC-4 HORIZONTAL CONTROL PLANC-5 GRADING PLANC-6 UTILITY PLANC-7 BMP PLANC-8 EROSION CONTROL PLANC-9 EROSION CONTROL DETAILSCIVIL SHEET COUNT: 9PROPOSED SECOND FLOOR AREA±2,179S.F.PROPOSED FIRST FLOOR AREA±23,270S.F.M DISTRICT (< 20K SF) @ 1/10006REQUIREDTOTAL PARKING REQUIRED46REQUIREDSHORT-TERM BICYCLE PARKING4STALLSDATEREMARKS09.27.2021ENTITLEMENT PACKAGE12.08.2021ENTITLEMENT PACKAGEREVISIONSLONG-TERM BICYCLE PARKING4STALLSFRONT SETBACK20FTINTERIOR SETBACK0FTSEE ALLOWABLE AREA BELOWS-1 / STORAGE (311)WAREHOUSEHOWARD & ASSOCIATESLANDSCAPE ARCHITECTJULIE HOWARD2442 SECOND AVENUESAN DIEGO, CA 92101PH: 619.871.0772E: JULIE@HOWARDASSOC.COMWARE MALCOMBCIVIL ENGINEERSAM BELLOMIO3911 SORRENT VALLEY BLVD. #120SAN DIEGO, CA 92121PH: 858.638.7277E: SBELLOMIO@WAREMALCOMB.COM12 / 08 / 2021THE SCOPE OF THIS PROJECT IS A NEW GROUND UP DEVELOPMENT INCLUDING ALL SHELL AND INTERIOR BUILD OUT. THIS PROJECT INCLUDES INDOOR MANUFACTURING FOR OFF-ROAD VEHICLES, WAREHOUSE STORAGE WITH ROLL UP DOORS, OFFICES, CONFERENCE ROOM, BREAK ROOM, ACCESSIBLE RESTROOMS, TRASH ENCLOSURE, LANDSCAPING, ASSOCIATED SITE WORK, PARKING AND STRIPING, SITE LIGHTING, AND NEW MECHANICAL, ELECTRICAL, AND PLUMBING.PROJECT SCOPE34'-00"2 STORY3 STORY75'-0"F-1S34'-00"2 STORY3 STORY75'-0"S-1S02 / 08 / 202206 / 16 / 2022LOT68,025 S.F.(1.56 ACRES)BUILDING 1 AREA25,449S.F.BUILDING COVERAGE37%LANDSCAPE AREA16,803S.F.LANDSCAPE COVERAGE25%PAVED OR PARKING AREA25,850S.F.PAVED OR PARKING COVERAGE38%09 / 06 / 20222022-09-07_PLANNING SUBMITTAL
CURB RAMPDOWNTDEDICATIONFORCOLLIERAVE.CHANEY STREETCOLLIER AVENUEF.E.C.WHPROPOSED BUILDINGFIRST FLOOR: +/- 23,270 SFSECOND FLOOR:+/- 2,179 SFTOTAL: +/- 25,449 SFADJACENT PROPERTYADJACENT PROPERTY46ADJACENT PROPERTYTYP.101TYP.101102104TYP.10575101045TYP.101103TYP.105107108109110115125118118CLEAN AIR/
VANPOOL/ EV
CLEAN AIR/
VANPOOL/ EV 127BUILDING SETBACK82'-11"FIRELANE26'-0"BUILDING SETBACK76'-7"FIRELANE26'-0"BUILDING SETBACK20'-6"12'-3"114113113113113DRIVEWAY30'-0"DRIVEWAY30'-0"TYP.9'-0"TYP.18'-0"129DRIVEWAY26'-0"BUILDING SETBACK32'-0"7'-3"102VAN
9'-0"8'-0"9'-0"5'-0"9'-0"123TYP.18'-0"TYP.18'-0"TYP.9'-0"126124FIRE DEPARTMENT ACCESS ONLY13012612' DEDICATION FOR COLLIER AVENUE PER DOC#12'-0"NOT TO SCALE15PROJECT SITECOLLIER AVENCHANEY STFIRE LANE (HATCHED)POLE MOUNTED LIGHT FIXTURE.WALLPACK LIGHT FIXTURE.1PARKING STALL COUNT TOTALDOCK HIGH TRUCK DOORFIRE HYDRANT P.I.V. WITH TAMPERTRANSFORMER WITH CONCRETE PAD. (PROVIDE PROTECTION BOLLARDS PER LOCAL UTILITY OR PUBLIC WORK STANDARDS)TACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE.LANDSCAPE AND IRRIGATION AREA.PROPERTY LINE.architectureplanninginteriorsgraphicscivil engineering3911 Sorrento Valley Blvd, Suite #120San Diego, CA 92121P 858.638.7277F 858.638.7506JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTBIM 360://SDG21-0008-00_Hamman - Mason Motorsports/0008_ARCH.rvt9/7/2022 9:36:13 PMKMIDDLETONHMSDG21-0008-00A-1.1MASON MOTORSPORTSLAKE ELSINORE, CALIFORNIA92530SITE PLANSCALE: 1" = 20'-0"1SITE PLANN010'20'40' 100'1"=20'128 SHORT-TERM AND LONG-TERM BIKE PARKING FOR THE PUBLIC AND EMPLOYEES.129 TRANSFORMER.130 VEHICLE BARRIER GATES.101 PROPERTY LINE.102 ACCESSIBLE ENTRY SIGNAGE.103 ACCESSIBLE PARKING STALL WITH SIGNAGE.104 VAN ACCESSIBLE PARKING STALL WITH SIGNAGE.105 PAINTED PARKING STRIPING PER CITY STANDARDS.106 2'-0" PARKING OVERHANG.107 PRECAST CONCRETE WHEELSTOP.108 ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE.109 ACCESSIBLE CURB RAMP WITH TRUNCATED DOMES.110 FIRELANE ENTRY SIGNAGE.111 FIRELANE SIGNAGE.112 FIRELANE CURB, DASHED LINE INDICATES EXTENT OF CONTINUOUS CURB TO BEPAINTED RED.113 LANDSCAPE AND IRRIGATION AREA.114 CONCRETE TILT UP SCREEN WALL.115 CONCRETE SIDEWALK.116 WROUGHT IRON FENCE.117 WROUGHT IRON GATE.118 WROUGHT IRON ROLLING GATE.119 CONCRETE STOOP.120 CONCRETE RAMP.121 CONCRETE RETAINING WALL.122 GALVANIZED RAILING.123 BIKE RACK.124 EXISTING MONUMENT SIGN.125 TRASH ENCLOSURE WITH RECYCLE BIN.126 EASEMENT LINE.127 CLEAN AIR/VANPOOL/EV DESIGNATED PARKING STALL.DATEREMARKS09.27.2021ENTITLEMENT PACKAGE12.08.2021ENTITLEMENT PACKAGEREVISIONSVICINITY MAP:KEYNOTES:LEGENDS2022-09-07_PLANNING SUBMITTAL
CURB RAMPDOWNTDEDICATIONFORCOLLIERAVE.CHANEY STREETCOLLIER AVENUEF.E.C.WHNOT TO SCALE15PROJECT SITECOLLIER AVENCHANEY STADJACENT PROPERTYADJACENT PROPERTYADJACENT PROPERTY11811811811811411411411411480'-3"6"FIRE DEPARTMENT ACCESS ONLY130124PROPERTY LINE.ROD IRON ROLLING GATE.CONCRETE TILT UP WALL.architectureplanninginteriorsgraphicscivil engineering3911 Sorrento Valley Blvd, Suite #120San Diego, CA 92121P 858.638.7277F 858.638.7506JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTBIM 360://SDG21-0008-00_Hamman - Mason Motorsports/0008_ARCH.rvt9/7/2022 9:36:13 PMKMIDDLETONHMSDG21-0008-00A-1.2MASON MOTORSPORTSLAKE ELSINORE, CALIFORNIA92530FENCE AND WALL PLAN010' 20' 40' 100'1"=20'128 SHORT-TERM AND LONG-TERM BIKE PARKING FOR THE PUBLIC AND EMPLOYEES.129 TRANSFORMER.130 VEHICLE BARRIER GATES.101 PROPERTY LINE.102 ACCESSIBLE ENTRY SIGNAGE.103 ACCESSIBLE PARKING STALL WITH SIGNAGE.104 VAN ACCESSIBLE PARKING STALL WITH SIGNAGE.105 PAINTED PARKING STRIPING PER CITY STANDARDS.106 2'-0" PARKING OVERHANG.107 PRECAST CONCRETE WHEELSTOP.108 ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE.109 ACCESSIBLE CURB RAMP WITH TRUNCATED DOMES.110 FIRELANE ENTRY SIGNAGE.111 FIRELANE SIGNAGE.112 FIRELANE CURB, DASHED LINE INDICATES EXTENT OF CONTINUOUS CURB TO BEPAINTED RED.113 LANDSCAPE AND IRRIGATION AREA.114 CONCRETE TILT UP SCREEN WALL.115 CONCRETE SIDEWALK.116 WROUGHT IRON FENCE.117 WROUGHT IRON GATE.118 WROUGHT IRON ROLLING GATE.119 CONCRETE STOOP.120 CONCRETE RAMP.121 CONCRETE RETAINING WALL.122 GALVANIZED RAILING.123 BIKE RACK.124 EXISTING MONUMENT SIGN.125 TRASH ENCLOSURE WITH RECYCLE BIN.126 EASEMENT LINE.127 CLEAN AIR/VANPOOL/EV DESIGNATED PARKING STALL.SCALE: 1" = 20'-0"1FENCE AND WALL PLANDATEREMARKS09.27.2021ENTITLEMENT PACKAGE12.08.2021ENTITLEMENT PACKAGEREVISIONSKEYNOTES:VICINITY MAP:NLEGENDS2022-09-07_PLANNING SUBMITTAL
NOT TO SCALE15PROJECT SITECOLLIER AVENCHANEY STPROPERTY LINE.ROD IRON ROLLING GATE.CONCRETE TILT UP WALL.GROUND FLOOR0"15234T.O.P.36'-0"33'-9"PROPOSED VEGETATED SWALEEXISTING GRADE35'-4"EXISTING GRADE5'-0"5'-0"T.O.P.10'-0"GROUND FLOOR0"DABT.O.P.36'-0"T.O.P.32'-0"C31'-8"PROPOSED VEGETATED SWALEEXISTING GRADEEXISTING GRADE38'-6"5'-0"5'-0"T.O.P.10'-0"architectureplanninginteriorsgraphicscivil engineering3911 Sorrento Valley Blvd, Suite #120San Diego, CA 92121P 858.638.7277F 858.638.7506JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTBIM 360://SDG21-0008-00_Hamman - Mason Motorsports/0008_ARCH.rvt9/7/2022 9:36:13 PMKMIDDLETONHMSDG21-0008-00A-1.3MASON MOTORSPORTSLAKE ELSINORE, CALIFORNIA92530CROSS SECTIONSDATEREMARKS12.08.2021ENTITLEMENT PACKAGEREVISIONSVICINITY MAP: LEGENDSSCALE: 1/8" = 1'-0"1BUILDING CROSS SECTIONSCALE: 1/8" = 1'-0"2BUILDING CROSS SECTION 22022-09-07_PLANNING SUBMITTAL
F.E.C.WHF.E.F.E.F.E.1155DDAABB2233441A-4.12A-4.11A-4.22A-4.2201TYP.201189'-4"40'-8"50'-0"50'-0"48'-8"189'-4"40'-8"50'-0"50'-0"48'-8"15'-0"10'-0"25'-0"25'-0"25'-0"25'-0"27'-0"27'-0"10'-4"123'-4"32'-8"40'-0"50'-8"20'-0"12'-6"25'-0"25'-0"25'-0"15'-10"123'-4"32'-8"40'-0"50'-8"4'-0"13'-0"15'-6"25'-0"24'-0"25'-0"16'-10"TYP.203204TYP.20527'-8"27'-0"16'-0"27'-0"64'-0"27'-8"CCALL GENDERRESTROOMALL GENDERRESTROOMALL GENDERRESTROOMBREAK ROOMLOBBYCOPY/PRINTROOMJAN.ALL GENDERRESTROOMOFFICE OFFICE OFFICEWAREHOUSE1A-1.32A-1.3CONCRETE WALL1HR FIRE-RESISTANCE RATEDCONCRETE WALL WITH FURRINGINTERIOR NON-RATED PARTITIONarchitectureplanninginteriorsgraphicscivil engineering3911 Sorrento Valley Blvd, Suite #120San Diego, CA 92121P 858.638.7277F 858.638.7506JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTBIM 360://SDG21-0008-00_Hamman - Mason Motorsports/0008_ARCH.rvt9/7/2022 9:36:14 PMKMIDDLETONHMSDG21-0008-00A-2.1MASON MOTORSPORTSLAKE ELSINORE, CALIFORNIA92530OVERALL FIRST FLOORPLANSCALE: 1/16" = 1'-0"1FIRST FLOOR PLAN08'16'32'64'1/16"=1'-0"201 STRUCTURAL STEEL COLUMN.203 OUTLINE OF CANOPY ABOVE.204 PRIMARY AND SECONDARY ROOF DRAIN LEADERS, TRANSITIONDIAGONALLY ATTACH TO WALL WITH UNI-STRUTS.205 CONCRETE OVER METAL DECK FLOOR.KEYNOTES:DATEREMARKS09.27.2021ENTITLEMENT PACKAGE12.08.2021ENTITLEMENT PACKAGEREVISIONSNLEGENDS2022-09-07_PLANNING SUBMITTAL
F.E.C.WHF.E.F.E.CONCRETE WALL1HR FIRE-RESISTANCE RATEDCONCRETE WALL WITH FURRINGINTERIOR NON-RATED PARTITION11DDAABB22332A-4.2CC201TYP.20140'-8"50'-0"40'-8"50'-0"15'-0"10'-0"25'-0"25'-0"25'-0"123'-4"20'-0"12'-6"25'-0"25'-0"25'-0"15'-10"123'-4"20427'-8"27'-0"16'-0"27'-0"1A-4.12A-4.1694.91 SFLOBBY394.27 SFBREAK ROOM67.53 SFALL GENDERRESTROOM67.53 SFALL GENDERRESTROOM67.53 SFALL GENDERRESTROOM67.75 SFALL GENDERRESTROOM42.64 SFJAN.67.62 SFCOPY/PRINTROOM147.31 SFOFFICE148.82 SFOFFICE203.23 SFOFFICE20,508.96SFWAREHOUSE1A-1.32A-1.332'-8"40'-0"50'-8"123'-4"architectureplanninginteriorsgraphicscivil engineering3911 Sorrento Valley Blvd, Suite #120San Diego, CA 92121P 858.638.7277F 858.638.7506JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTBIM 360://SDG21-0008-00_Hamman - Mason Motorsports/0008_ARCH.rvt9/7/2022 9:36:15 PMKMIDDLETONHMSDG21-0008-00A-2.2MASON MOTORSPORTSLAKE ELSINORE, CALIFORNIA92530ENLARGED FIRSTFLOOR PLANDATEREMARKS09.27.2021ENTITLEMENT PACKAGE12.08.2021ENTITLEMENT PACKAGEREVISIONS201 STRUCTURAL STEEL COLUMN.203 OUTLINE OF CANOPY ABOVE.204 PRIMARY AND SECONDARY ROOF DRAIN LEADERS, TRANSITIONDIAGONALLY ATTACH TO WALL WITH UNI-STRUTS.SCALE: 1/8" = 1'-0"1ELARGED FIRST FLOOR PLAN04'8'16'32'1/8"=1'-0"NKEYNOTES:LEGENDS2022-09-07_PLANNING SUBMITTAL
F.E.F.E.CONCRETE WALL1HR FIRE-RESISTANCE RATEDCONCRETE WALL WITH FURRINGINTERIOR NON-RATED PARTITION55DDAABB33441A-4.2CC201TYP.20150'-0"48'-8"50'-0"48'-8"25'-0"27'-0"27'-0"10'-4"123'-4"123'-4"4'-0"13'-0"15'-6"25'-0"24'-0"25'-0"16'-10"TYP.203TYP.20518'-6"18'-6"27'-0"27'-8"1A-4.12A-4.132'-8"40'-0"50'-8"20,508.96SFWAREHOUSE1A-1.31A5.098'-8"architectureplanninginteriorsgraphicscivil engineering3911 Sorrento Valley Blvd, Suite #120San Diego, CA 92121P 858.638.7277F 858.638.7506JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTBIM 360://SDG21-0008-00_Hamman - Mason Motorsports/0008_ARCH.rvt9/7/2022 9:36:15 PMKMIDDLETONHMSDG21-0008-00A-2.3MASON MOTORSPORTSLAKE ELSINORE, CALIFORNIA92530ENLARGED FIRSTFLOOR PLANDATEREMARKS09.27.2021ENTITLEMENT PACKAGE12.08.2021ENTITLEMENT PACKAGEREVISIONS201 STRUCTURAL STEEL COLUMN.203 OUTLINE OF CANOPY ABOVE.205 CONCRETE OVER METAL DECK FLOOR.KEYNOTES:SCALE: 1/8" = 1'-0"1ENLARGED FIRST FLOOR PLAN04' 8'16'32'1/8"=1'-0"NLEGENDS2022-09-07_PLANNING SUBMITTAL
F.E.C.11DDAABB22332A-4.240'-8"50'-0"15'-0"10'-0"25'-0"25'-0"25'-0"123'-4"123'-4"20'-0"12'-6"25'-0"25'-0"25'-0"15'-10"40'-8"50'-0"20427'-8"27'-0"16'-0"27'-0"CC1A-4.12A-4.132'-8"40'-0"50'-8"394.42 SFWORK ROOM67.67 SFALL GENDERRESTROOM82.13 SFSTORAGE257.82 SFCONFERENCE247.39 SFOFFICE487.14 SFOPEN OFFICEOPEN TO BELOW1A-1.32A-1.3CONCRETE WALL1HR FIRE-RESISTANCE RATEDCONCRETE WALL WITH FURRINGINTERIOR NON-RATED PARTITIONarchitectureplanninginteriorsgraphicscivil engineering3911 Sorrento Valley Blvd, Suite #120San Diego, CA 92121P 858.638.7277F 858.638.7506JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTBIM 360://SDG21-0008-00_Hamman - Mason Motorsports/0008_ARCH.rvt9/7/2022 9:36:15 PMKMIDDLETONHMSDG21-0008-00A-2.4MASON MOTORSPORTSLAKE ELSINORE, CALIFORNIA92530ENLARGED SECONDFLOOR PLANSCALE: 1/8" = 1'-0"1ENLARGED SECOND FLOOR PLANDATEREMARKS09.27.2021ENTITLEMENT PACKAGE12.08.2021ENTITLEMENT PACKAGEREVISIONS204 PRIMARY AND SECONDARY ROOF DRAIN LEADERS, TRANSITIONDIAGONALLY ATTACH TO WALL WITH UNI-STRUTS.04' 8'16'32'1/8"=1'-0"NLEGENDSKEYNOTES:2022-09-07_PLANNING SUBMITTAL
SKYLIGHT: (5%) (2% MINIMUM PER CODE)-COORDINATE EXACT LOCATION TO PREVENT CONFLICT WITH FRAMING, FIRE SPRINKLER LINES, ELECTRICAL CONDUITS AND LIGHTING. SEE STRUCTURAL DRAWINGS. FLOW LINE TO DRAINROOF TOP MECHANICAL UNIT-COORDINATE EXACT LOCATION TO PREVENT CONFLICT WITH FRAMING & FIRE SPRINKLER LINES. SEE MECHANICAL DRAWINGS. 1155DDAABB223344CC1A-1.32A-1.3123'-4"189'-4"40'-8"50'-0"50'-0"48'-8"123'-4"189'-4"40'-8"50'-0"50'-0"48'-8"32'-8"40'-0"50'-8"32'-8"40'-0"50'-8"37'-0" T.O.P.36'-0" T.O.P.36'-0" T.O.P.36'-0" T.O.P.32'-0" T.O.P.34'-0" T.O.P.36'-0" T.O.P.38'-0" T.O.P.18'-0" T.O.P.38'-0" T.O.P.36'-0" T.O.P.34'-0" T.O.P.34'-0" T.O.P.37'-0" T.O.P.SLOPE1/4" PER FOOT MIN.SLOPE1/4" PER FOOT MIN.RIDGERIDGE301TYP.304TYP.6'-0"TYP.3'-8 1/4"8'-0"4'-0"16'-0"12'-0"16'-0"architectureplanninginteriorsgraphicscivil engineering3911 Sorrento Valley Blvd, Suite #120San Diego, CA 92121P 858.638.7277F 858.638.7506JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTBIM 360://SDG21-0008-00_Hamman - Mason Motorsports/0008_ARCH.rvt9/7/2022 9:53:20 PMKMIDDLETONHMSDG21-0008-00A-3.1MASON MOTORSPORTSLAKE ELSINORE, CALIFORNIA92530OVERALL ROOF PLAN08'16'32'64'1/16"=1'-0"301 BUILT-UP ROOFING OVER WOOD DECK.304 ROOF HATCH. VERIFY ROOF JOIST LOCATIONS WITH STRUCTURALDRAWINGS.KEYNOTES:DATEREMARKS09.27.2021ENTITLEMENT PACKAGE12.08.2021ENTITLEMENT PACKAGEREVISIONSSKYLIGHTS:SKYLIGHT SIZE: 48"x96"=32 S.F.(WAREHOUSE AREA S.F.) x 2.0% 20,500 x .05(SKYLIGHT SIZE) 32DESIRED: 32 SKYLIGHTSPROVIDED: 31 SKYLIGHTSCALCULATIONSABBREVIATIONST.O.P. = TOP OF PARAPETH.P. = TOP OF ROOFING - HIGH POINTM.P. = TOP OF ROOFING - MID POINTL.P. = TOP OF ROOFING - LOW POINTNLEGENDSSCALE: 3/32" = 1'-0"1ROOF PLAN2022-09-07_PLANNING SUBMITTAL
GROUND FLOOR0"MEZZANINE15'-0"15234T.O.P.36'-0"T.O.P.37'-0"T.O.P.38'-0"T.O.P.18'-0"TYP.401TYP.402TYP.403404406404TYP.404CBACACBBC412410T.O.P.10'-0"410GROUND FLOOR0"MEZZANINE15'-0"T.O.P.34'-0"15234T.O.P.32'-0"TYP.401TYP.402TYP.407TYP.403ABACCC.1ABTYP.409BET.O.P.10'-0"VISION GLASSTEMPERED GLASSALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE: OPTIGRAYGLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMITGLASS:SPANDREL GLASSABCBASE COLOR: SW 7005 - PURE WHITEDPROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW.SECONDARY COLOR: SW7668 - MARCH WINDACCENT COLOR: SW7067 - CITYSCAPE , CONCRETE PANELS TO BE "WHIP BLASTED" WITH FORM LINERACCENT COLOR: SW7069 - IRON ORECOLORS:EACCENT COLOR: SW7067 - CITYSCAPEarchitectureplanninginteriorsgraphicscivil engineering3911 Sorrento Valley Blvd, Suite #120San Diego, CA 92121P 858.638.7277F 858.638.7506JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTBIM 360://SDG21-0008-00_Hamman - Mason Motorsports/0008_ARCH.rvt9/7/2022 9:40:10 PMKMIDDLETONHMSDG21-0008-00A-4.1MASON MOTORSPORTSLAKE ELSINORE, CALIFORNIA92530COLORED EXTERIORELEVATIONS04'8'16'32'1/8"=1'-0"401 CONCRETE WALL, PAINTED.402 CONCRETE WALL JOINT.403 3/4" V-REVEAL.404 CONCRETE FORM LINER.406 OVERFLOW DAYLIGHT.407 FINISH GRADE VARIES.409 ALUMINUM STOREFRONT SYSTEM WITH 1" INSULATED GLASS, SOLARGRAY(OR APPROVED EQUAL).410 FUTURE TENANT SIGNAGE, UNDER SEPARATE PERMIT.412 OVERFLOW SCUPPER.SCALE: 1/8" = 1'-0"1NORTH EXTERIOR ELEVATIONSCALE: 1/8" = 1'-0"2SOUTH ELEVATIONDATEREMARKS09.27.2021ENTITLEMENT PACKAGE12.08.2021ENTITLEMENT PACKAGEREVISIONSLEGENDSKEYNOTES:2022-09-07_PLANNING SUBMITTAL
VISION GLASSTEMPERED GLASSALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE: OPTIGRAYGLASS WIND LOAD RESISTANCE CALCULATIONS ARE UNDER SEPARATE PERMITGLASS:SPANDREL GLASSABCBASE COLOR: SW 7005 - PURE WHITEDPROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW.SECONDARY COLOR: SW7668 - MARCH WINDACCENT COLOR: SW7067 - CITYSCAPE , CONCRETE PANELS TO BE "WHIP BLASTED" WITH FORM LINERACCENT COLOR: SW7069 - IRON ORECOLORS:EACCENT COLOR: SW7067 - CITYSCAPEGROUND FLOOR0"MEZZANINE15'-0"T.O.P.34'-0"DABT.O.P.36'-0"T.O.P.37'-0"TYP.401TYP.402TYP.404CACBACBB?410T.O.P.10'-0"GROUND FLOOR0"MEZZANINE15'-0"T.O.P.34'-0"DABT.O.P.36'-0"T.O.P.38'-0"TYP.401TYP.402TYP.403TYP.404CTYP.404CBCACB410T.O.P.10'-0"architectureplanninginteriorsgraphicscivil engineering3911 Sorrento Valley Blvd, Suite #120San Diego, CA 92121P 858.638.7277F 858.638.7506JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTBIM 360://SDG21-0008-00_Hamman - Mason Motorsports/0008_ARCH.rvt9/7/2022 9:40:16 PMKMIDDLETONHMSDG21-0008-00A-4.2MASON MOTORSPORTSLAKE ELSINORE, CALIFORNIA92530COLORED EXTERIORELEVATIONSDATEREMARKS09.27.2021ENTITLEMENT PACKAGE12.08.2021ENTITLEMENT PACKAGEREVISIONS401 CONCRETE WALL, PAINTED.402 CONCRETE WALL JOINT.403 3/4" V-REVEAL.404 CONCRETE FORM LINER.410 FUTURE TENANT SIGNAGE, UNDER SEPARATE PERMIT.SCALE: 1/8" = 1'-0"1EAST ELEVATIONSCALE: 1/8" = 1'-0"2WEST EXTERIOR ELEVATION04' 8'16'32'1/8"=1'-0"LEGENDSKEYNOTES:2022-09-07_PLANNING SUBMITTAL
architectureplanninginteriorsgraphicscivil engineering3911 Sorrento Valley Blvd, Suite #120San Diego, CA 92121P 858.638.7277F 858.638.7506JOB NO.:DRAWN BY.:PA/PM:SHEETTHESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION:IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINTBIM 360://SDG21-0008-00_Hamman - Mason Motorsports/0008_ARCH.rvt9/7/2022 9:40:18 PMKMIDDLETONHMSDG21-0008-00A-6.1MASON MOTORSPORTSLAKE ELSINORE, CALIFORNIA92530RENDERINGSDATEREMARKS09.27.2021ENTITLEMENT PACKAGE12.08.2021ENTITLEMENT PACKAGEREVISIONSVIEW AT ENTRY FROM COLLIER AVENUEVIEW AT COLLIER AVENUE AND CHANEY STREET INTERSECTION2022-09-07_PLANNING SUBMITTAL
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WUCOLS
STREET TREES (24" BOX @ 30' o.c.) - Qty.: 14 ZONE 4
EVERGREEN PARKING LOT SHADE TREES (24" BOX, 1 per 5 parking spaces) - Qty: 17
TREES
SHRUBS
LARGE ACCENT SHRUBS (5 GAL) - Qty.: 20
SCREENING SHRUBS (5 GAL) - Qty.: 75
Preliminary Plant Legend
GROUND COVERS (flats @ 12" O.C., 1 gal.@ 2' o.c.)
MASSING SHRUBS AND GRASSES (5 GAL) - Qty.: 175
VINES (5 GAL.)MASON MOTOR SPORTSCOLLIER AVE. & CHANEY ST.LAKE ELSINORE, CA 925301 9 5 1 f o u r t h a v e n u e, s t e. 3 0 2s a n d i e g o c a 9 2 1 01 619 718 9660l a n d s c a p e a r c h i t e c t u r eEDOAHCISSOATAWRSr l a 2 6 8 1Concrete Brow Ditch
per Civil Eng's plans
Storm Drain Structures
LANDSCAPECONCEPT PLANScreening Shrubs
around transformer
Existing Off-site
Concrete Walk
Existing Off-site
Shade Trees
Tubular Steel
Vehicular Gate
Tubular Steel Vehicular Gate
Trash Enclosure with Screen Wall
Concrete Sidewalk per Civil Engineer
Sight Line - All plant material within the sight
line area shall be 36" max. height at maturity.
Existing Business Park Entry Wall within
Business Park Signage Easement
NorthScale 1" = 20'
20'10'0 60'00
Street Trees along Collier Avenue and
Chaney Street to be a maximum of 25'
height at maturity, per SCE Guidelines
12' Dedication for Collier
Avenue per Doc#
Overhead Power Lines (typical on
Collier Avenue and Chaney Street)
Sight Line - All plant material
within the sight line area shall be
36" max. height at maturity.
JH / BG
BG
21009
9-6-22
Existing Street Light
6 ft. ht. Masonry Wall
6 ft. ht. Tubular Steel Fence
LCP-1
Property Line
Property Line
So. Cal. Edison Easement for stub
poles, anchors and guy wires
2022-09-07_PLANNING SUBMITTAL
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HYDROZONE LEGEND
Symbol Description
Hydrozone 1 - Shrubs & ground covers
Sub-surface Drip / Low water use 11,348 S.F.
Hydrozone 2 - Shrubs, vines & ground covers
Sub-surface Drip / Moderate water use 4,168 S.F.
Hydrozone 3 - Trees
Drip Tree Rings / Low water use 700 S.F.
Hydrozone 4 - Trees
Drip Tree Rings / Moderate water use 700 S.F.MASON MOTOR SPORTSCOLLIER AVE. & CHANEY ST.LAKE ELSINORE, CA 925301 9 5 1 f o u r t h a v e n u e, s t e. 3 0 2s a n d i e g o c a 9 2 1 01 619 718 9660l a n d s c a p e a r c h i t e c t u r eEDOAHCISSOATAWRSr l a 2 6 8 1Hydrozone Map,Notes, and WaterCalculationsHYDROZONE MAP
NTS
North
9-6-22
LCP-2
JH / BG
BG
21009
2022-09-07_PLANNING SUBMITTAL
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T W MINTHORN STGRADING & GEOTECHNICAL SPECIFICATIONS1. ALL GRADING SHALL BE CONDUCTED UNDER THE OBSERVATION AND TESTING BY A QUALIFIED PROFESSIONALENGINEER AND, IF REQUIRED, A QUALIFIED PROFESSIONAL GEOLOGIST. ALL GRADING MUST BE PERFORMED INACCORDANCE WITH APPLICABLE CITY ORDINANCE AND THE RECOMMENDATIONS AND SPECIFICATIONS SET FORTH INTHE PRELIMINARY GEOTECHNICAL INVESTIGATION REPORT(S) ENTITLED:GEOTECHNICAL INVESTIGATION, PROPOSED COMMERCIAL DEVELOPMENT NWC COLLIER AVENUE & CHANEYSTREET LAKE ELSINORE, CALIFORNIA, DATED AUGUST 3, 2021 (CTE JOB NO.: 40-3977G)THESE DOCUMENTS WILL BE FILED IN THE RECORDS SECTION OF DEVELOPMENT SERVICES UNDER THE PROJECTNUMBER INDICATED IN THE TITLE BLOCK OF THESE PLANS.2. ALL FILL SOIL SHALL BE COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THEMOST RECENT VERSION OF A.S.T.M. D-1557 OR AN APPROVED ALTERNATIVE STANDARD.3. AT THE COMPLETION OF THE GRADING OPERATIONS FOR THE EARTHWORK SHOWN ON THIS PLAN, AN AS-GRADEDGEOTECHNICAL REPORT SHALL BE PREPARED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE CITY OF LAKEELSINORE GUIDELINES FOR GEOTECHNICAL REPORTS. THE FINAL "AS-GRADED" GEOTECHNICAL REPORT SHALL BESUBMITTED IN ACCORDANCE WITH THE GENERAL NOTES ON THESE PLANS WITHIN 30 DAYS OF THE COMPLETION OFGRADING. WHERE GEOLOGIC INSPECTION IS INDICATED IN THE PERMIT, PLANS, SPECIFICATIONS, OR GEOTECHNICALREPORT(S), THE FINAL "AS-GRADED" GEOTECHNICAL REPORT MUST ALSO BE REVIEWED AND SIGNED BY A QUALIFIEDPROFESSIONAL GEOLOGIST.4. THE COMPANY OR COMPANIES REPRESENTED BY THE INDIVIDUALS SIGNING ITEM NO. 5 OF THIS CERTIFICATE IS/ARETHE GEOTECHNICAL CONSULTANT(S) OF RECORD. IF THE GEOTECHNICAL CONSULTANT OF RECORD IS CHANGED FORTHE PROJECT, THE WORK SHALL BE STOPPED UNTIL THE REPLACEMENT HAS SUBMITTED AN ACCEPTABLE TRANSFEROF GEOTECHNICAL CONSULTANT OF RECORD DECLARATION PREPARED IN ACCORDANCE WITH THE MOST RECENTEDITION OF THE CITY OF LAKE ELSINORE GUIDELINES FOR GEOTECHNICAL REPORTS. IT SHALL BE THE DUTY OF THEPERMITTEE TO NOTIFY THE RESIDENT ENGINEER AND THE GEOLOGY SECTION OF DEVELOPMENT SERVICES INWRITING OF SUCH CHANGE PRIOR TO THE RECOMMENCEMENT OF GRADING.5. THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITHTHE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN THE REFERENCED GEOTECHNICAL REPORT(S)PREPARED FOR THIS PROJECT.DAN T. MATHGE # 2665 DATEJAY F. LYNCHCEG# 1890 DATECONSTRUCTION TESTING & ENGINEERING, INC.1441 MONTIEL ROAD, SUITE 155ESCONDIDO, CALIFORNIA 92026760.746.4955DECLARATION OF RESPONSIBLE CHARGEI HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLECHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE,AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECTDRAWINGS AND SPECIFICATIONS BY THE CITY OF LAKE ELSINORE IS CONFINED TO A REVIEW ONLY AND DOES NOTRELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.WARE MALCOMB3911 SORENTO VALLEY BLVD858.638.7277 SAMUEL BELLOMIOR.C.E. NO. 90818 DATESHEET INDEXOWNER/APPLICANTAYLI, LP - A CALIFORNIA LIMITED PARTNERSHIPGREG HAMANN1000 PIONEER WAYEL CAJON, CA 92020(619)440-7424GREGG@HAMANNCO.COMREFERENCE DRAWINGS ALTA/NSPS LAND TITLE SURVEY: PREPARED BY COFFMAN LAND . . . DATED MAY 26, 2021TOPOGRAPHY SOURCE TOPOGRAPHIC DATA AND PLANIMETRICS SHOWN HEREIN WAS OBTAINED BY CONVENTIONALSURVEY METHODS. MAPPING DATA IS DETAILED AT 1"=20' SCALE FOR ENGINEERING USE.CONVENTIONAL SOURCE:DATE: BENCHMARK AT INTERSECTION OF CHANEY ST. AND COLLIER AVE., 34' E'LY OF THE CENTERLINEINTERSECTION, 43' N'LY OF THE CENTERLINE OF COLLIER AVE., 71' E'LY OF THE CENTERLINEOF A CONCRETE DRIVEWAY, 2' S'LY OF A STREET LAMP, A CHISELED SQUARE IN THE TOP OFCURB.ELEVATION: 1286.66 USSFDATUM: CITY OF LAKE ELSINORE1......................................................................COVER SHEET2......................................................................DETAILS3......................................................................DETAILS4......................................................................HORIZONTAL CONTROL PLAN5......................................................................GRADING PLAN6......................................................................UTILITY PLAN7......................................................................BMP PLAN8......................................................................EROSION CONTROL PLAN9......................................................................EROSION CONTROL DETAILSGRADING QUANTITIES GRADED AREA 1.56 [ACRES] MAX. CUT DEPTH 4.96 [FT]CUT QUANTITIES 1600 [CYD]MAX CUT SLOPE RATIO (2:1MAX) 2:1FILL QUANTITIES 1600 [CYD]MAX. FILL DEPTH 3.60 [FT]IMPORT/EXPORT 0 [CYD] MAX FILL SLOPE RATIO (2:1MAX) 2:1THIS PROJECT PROPOSES TO EXPORT/IMPORT 0 CUBIC YARDS OF MATERIAL FROM THISSITE. ALL EXPORT MATERIAL SHALL BE DISCHARGED TO A LEGAL DISPOSAL SITE. THEAPPROVAL OF THIS PROJECT DOES NOT ALLOW PROCESSING AND SALE OF THE MATERIAL.ALL SUCH ACTIVITIES REQUIRE A SEPARATE CONDITIONAL USE PERMIT.BASIS OF BEARINGS THE BASIS OF BEARINGS IS IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM, ZONE 6,NAD'83 (NA2011), EPOCH 2010.00 AND BASED UPON THE CALIFORNIA SPATIAL REFERENCESYSTEM CONTINUOUS OPERATING REFERENCE STATIONS "BILL" (NGS P.I.D. AF9684) AND "MFRP"(NGS P.I.D. DH7093). ALL DISTANCE AND COORDINATE ARE REFERENCED TO CCS83, ZONE 6GRID AN ARE EXPRESSED IN U.S. SURVEY FOOT UNITS.THE COMBINE SCALE FACTOR IS 0.99991681 AND THE SITE CONVERGENCE ANGLE IS -0°35'44.7".LEGENDPROPOSED IMPROVEMENTSIMPROVEMENT STANDARD DWGS. SYMBOLCURB (PVT)...........................................................................................................................4” PCC SIDEWALK..................................................................................................................PERMEABLE PAVEMENT..........................................................................................................PCC HARDSCAPE....................................................................................................................DRYWELL...............................................................................................................................BROOKS CATCH BASIN (PVT-SIZE PER PLAN)..........................................................................DURASLOPE TRENCH DRAIN...................................................................................................RPDA BACKFLOW PREVENTOR................................................................................................GATE VALVE..........................................................................................................................SANITARY SEWER..................................................................................................................DOMESTIC WATER.................................................................................................................FIRE WATER..........................................................................................................................SEWER CLEANOUT.................................................................................................................THRUST BLOCK......................................................................................................................TRANSFORMER W/ PAD..........................................................................................................SEWER MANHOLE..................................................................................................................FLOWLINE.............................................................................................................................HDPE DETENTION PIPE (SIZE PER PLAN)................................................................................SCREEN WALL........................................................................................................................RETAINING WALL...................................................................................................................BROW DITCH.........................................................................................................................ENERGY DISSIPATOR.............................................................................................................PERMEABLE CONCRETE..........................................................................................................TRASH ENCLOSURE................................................................................................................EXISTING IMPROVEMENTSITEM SYMBOLSEWER MANHOLE..................................................................................................................FIRE HYDRANT......................................................................................................................UTILITY BOX.........................................................................................................................UTLITY VALVE.......................................................................................................................STREET LIGHT.......................................................................................................................STORM DRAIN PIPE...............................................................................................................WATER LINE..........................................................................................................................SEWER LINE..........................................................................................................................OVERHEAD LINE....................................................................................................................CENTERLINE..........................................................................................................................PROPERTY LINE....................................................................................................................EASEMENT LINE....................................................................................................................RIGHT OF WAY......................................................................................................................EARTH SWALE.......................................................................................................................LEGAL DESCRIPTION PARCEL 27 OF PARCEL MAP 21297, AS SHOWN BY MAP RECORDED IN BOOK 135, PAGES 57TO 59 INCLUSIVE, OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIASITE ADDRESSCHANEY ST. & COLLIER AVE., LAKE ELSINORE,RIVERSIDE COUNTY, CA 92530ASSESSORS PARCEL NUMBERAPN 377-430-016VICINITY MAPN.T.S.NPDES / STORM WATER POLLUTIION NOTES1. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, THE PROPERTYOWNER IS RESPONSIBLE FOR ENSURING THAT A QUALIFIED SWPPP PRACTITIONER(QSP)AND QUALIFIED SWPPP DEVELOPER (QSD) IMPLEMENT AND MAINTAIN THE SWPPP-APPROVED,PRE-QUALIFIED BMP’S FROM THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQA) HANDBOOK /WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREASDISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE DURING ANY PHASE OF CONSTRUCTIONOPERATIONS. FOR ALL OTHER PROJECTS,THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT BMP’S FOR CONSTRUCTION ARE IMPLEMENTEDTO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSITE TO THE MAXIMUMEXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AS WELLAS ANY ADDITIONAL EROSION CONTROL MEASURESDICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF POLLUTANTS INTOEXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION.2. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT ON-SITE AND MADEAVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD(RWQCB) - SANTA ANA REGION AND/OR THE CITY OF LAKE ELSINORE.3. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOESNOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER(NON-STORM WATER) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDERTHE STATEWIDE GENERAL PERMIT – CONSTRUCTION ACTIVITY.4. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTESFROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES,FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS;FUELS, OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATEDCUTTING OR CURING RESIDUES; FLOATABLE WASTES; WASTES FROM NGINE/EQUIPMENT STEAM CLEANINGOR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATERFROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULDOCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROMPOTENTIAL STORM WATER RUNOFF, WITHULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE ANDMUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM.6. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BEIMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WIND OR RUNOFF.7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANK, PORTABLE TOILETS,LIQUIDS, GELS AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALLPRIVATE / PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHTS-OF-WAYS AND FLOW-LINES.8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ONTHE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES.9. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEALCOATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED.10. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THEREQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATEDCONSTRUCTION STAGING AREAS.11. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HASINFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING NON-CONTAMINATEDGROUNDWATER PRODUCED BY DE WATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD.12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINSINSTALLED. EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSEDSLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100% SLOPE PROTECTIONMUST BE IN PLACE PRIOR TO THE ISSUANCE OF THEFINAL CERTIFICATE OF OCCUPANCY.13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ONANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING BASINS OROTHER TEMPORARY DRAINAGE OR CONTROL MEASURES.14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP’S TO ELIMINATE OR REDUCE SEDIMENTTRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENTPROPERTIES.15. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORTFROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIARUNOFF, VEHICLE TRACKING OR WIND. INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED;ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN.16. FOR PROJECT REQUIRING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT, SPECIAL ATTENTIONSHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN (REAP) AS REQUIREDBASED ON SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT,GENERAL PERMIT – CONSTRUCTION ACTIVITIES.17. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTEMATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN COVERED TRASH OR COVERED RECYCLEBINS.18. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM PERMIT TOREGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES.NPDES WDID #______________ DATE WDID ISSUED: ____________19. THE UNDERSIGNED CIVIL ENGINEER, A QUALIFIED QSP AND/OR QSD WILL REVIEW PLACEMENTOF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.___________________________________________________________SAMUEL BELLOMIO, RCE 90818, EXP: 12-31-23, DATE:GRADING NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE, CHAPTER 15.72 AND APPLICABLE STANDARDS ANDSPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE (U.B.C.), CHAPTER 33.2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATIONS.3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT (1-800-422-4133) FORTY-EIGHT (48) HOURS PRIOR TOGRADING.4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF BEGINNING GRADINGOPERATIONS.5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN.7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOTHAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISHED SURFACE.8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE (3) LAYER A.S.T.M. D-1557-70 TEST METHOD.9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILSTESTING AGENCY PRIOR TO THE PLACING OF FILL.10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER.11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN ½” PER FOOT FOR A MINIMUM OF THREE (3) FEET, THEN 1%(MINIMUM) TO FLOW LINE OF EARTH SWALE.12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS THAN TEN FEET (10’), AND 2% IF CUT OR FILL ISGREATER THAN TEN FEET (10’). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5’ DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET (2’) FROM THE TOP OFCUT OR FILL SLOPES.13. PROVIDE 5’ WIDE BY 1’ HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5’ HIGH.14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES.15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDESFOUNDATION REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS OF THE SOIL.17. GRADING CERTIFICATION BY THE DEVELOPER’S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THEBUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS.18. THE SOILS ENGINEERING & GEOLOGIC INVESTIGATION DATED AUGUST 3, 2021 PREPARED BY CONSTRUCTION TESTING & ENGINEERING, INC SHALL BECONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE.19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFICELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUNDSURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERINGDEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET (30’) IN VERTICAL HEIGHT.22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE (1) FOOT.23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULLSUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 AREREQUIRED TO BE KEYED AND BENCHED.24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES:A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL AND TERRACED AREAS AND ANYSUBSTRUCTURES.B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING AND FILLING OPERATIONS.C.DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL.D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER, AT TWELVE INCHES (12”)ON CENTER. SLOPES OVER FIFTEEN FEET (15’) IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBSOR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET (10’) ON CENTER; TREES AT TWENTY FEET (20’) ON CENTER; COMBINATIONS FIFTEENFEET (15’) ON CENTER. SLOPES OVER THREE FEET (3’) IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW PREVENTIONDEVICES PER U.B.C.26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THEGRADING PROJECT.27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OFEACH DAY’S WORK.28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS.29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE.30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME.31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION.32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE (3) FEET VERTICAL HEIGHTWITHIN NINETY (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION.33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGETO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE (1) BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL.35. APPROXIMATE DATE OF: BEGINNING OPERATION: _____________________ COMPLETION: _____________________36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES (3”) WILL BE PLACED IN FILLS WITHIN ROADBEDAREAS OR THREE FEET (3’) OF FINISH GRADES, UNLESS THE LOCATION, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILSENGINEER.37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL.38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT.39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORMWATER DISCHARGES. NPDES WDID #____________ DATE PERMIT ISSUED: ____________40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARYIMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER’S EXPENSEDWTSS
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C H A E L B E L L O M I O No. 90818THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEETPA / PM:JOB NO.:DESIGNED:REMARKSDATENO.SheetofFOR AND ON BEHALFOF WARE MALCOMBDATE:PLOT DATE:PLOT DATE:suite 120
3911 sorrento valley blvd.
san diego, ca 92121
p 858.638.7277
waremalcomb.com
LEADING DESIGN FOR COMMERCIAL REAL ESTATE
MASON MOTORSPORTS
PRELIMINARY GRADING PLAN
CHANEY ST & COLLIER AVE
LAKE ELSINORE, CA 92530SDG21-0008SMBALU09/06/2022NOT FOR CONSTRUCTION09/06/22119COVER SHEET
2022-09-07_PLANNING SUBMITTAL
2'-8"3'-0"2'-8"2"2"3'-0"2"2"PAINT BLUE EQUAL TOCOLOR No. 15090 INFEDERAL STANDARD599bWHITE PAINTACCESSIBLE STALL SYMBOLSCALE: N.T.S.1NOTES:CENTER SYMBOL INEACH DISABLEDACCESS STALLINSTALL SYMBOLFLUSH W/PAVING @ACCESSIBLEPARKING STALL1/2"R99B (CA)R99C (CA)R99 (CA)OR9"2"2"2"2"1'1-6"3"1 1/2"1"3"8"1"1/2"1'2"1 1/4"8"3"3"1 1/4"1/2"3/4"3/4"2"2"ACCESSIBLE SIGNSSCALE: N.T.S.2COLOR:BORDER & LEGEND - WHITE (RETROREFLECTIVE)BACKGROUND - BLUE (RETROREFLECTIVE)9'-0" MINACCESSIBLESTALL18'-0"5% MAX.3'-0"8'-0"NOPARKING4'-0"MIN.WITHIN THE LOADING AND UNLOADINGACCESS AISLE PAINT THE WORD "NOPARKING" IN 12" HIGH LETTERS MINPER DETAIL 19 ON SHEET 3AREA WITHIN THE BLUEBORDERLINES 4" WIDE STRIPEPAINTED SHALL BE 4" WIDE STRIPEPAINTED BLUE OR WHITE4" WIDE STRIPEPAINTED BLUECONCRETE WHEEL STOP PERDETAIL 20 ON SHEET 30" CONCRETECURBTYPICAL ADA PARKING STALLSSCALE: N.T.S.3CONCRETE CURB6"
MIN.6"MIN.6"MIN.18"MIN. SAW CUT6"6"NOTES:1.CHANNELS TO BE INSTALLED WITH BLANK GRATE. GRATE TO BE PROTECTED FROMCONCRETE POUR (COVER HOLES WITH TAPE).2.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.3.DO NOT SCALE DRAWING.4.THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS,CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY.5.ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUTMUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDEREDACCURATE.#4 REBAR HORIZONTAL PLACE TOP & BTM. OFCONC. POUR 3" CLR @ BTM. (TYP)SECTION#3 OR #4 REBAR STAKE SUSPENSION METHOD. LENGTHOF STAKE WILL VARY WITH SLOPE OF DRAIN.EXISTINGSOILEXISTING ORNEW CONCRETESLAB.EXISTING ORNEW CONCRETESLABNEW FELT EXPANSION JOINTSECTION AT DURASLOPE CHANNELUSE ONLY DURASLOPE CLASS "C"GRATES WITH THIS APPLICATION.TRENCH DEPTH VARIES WITH SLOPEOF DRAIN
DURA SLOPE TRENCH DRAIN SYSTEMSCALE: N.T.S.4BROW DITCHSCALE: N.T.S.512" MAX 12" MAX 24"6"6"12"3" 470-C-2000 CONCRETEOR 3" 2500 PSI, AIR PLACEDCONCRETE WITH 1 1/2" X 1 1/2"17 GAGE STUCCO NETTINGCUT SLOPEBEGIN SLOPEROUNDINGPAVEMENTLAYERSANDLAYERBEDDINGLAYERPERMEABLE PAVEMENT SECTIONSCALE: N.T.S.612" RESERVOIRLAYERSUBGRADE(EXISTING SOIL)CURB/EDGERESTRAINT6"SECTION PER THEGEOTECHNICAL ENGINEERRECOMMENDATIONSPCC PAVING PERGEOTECHNICAL ENGINEERRECOMMENDATIONS7.5" PCCPAVINGBROOKS 3636 PRECAST CATCH BASINSCALE: N.T.S.7BROOKS 12X12 PRECAST CATCH BASINSCALE: N.T.S.8FIRE RISER DETAILSCALE: N.T.S.1024"24"FIRE DEPARTMENT ASSEMBLYSCALE: N.T.S.91.5'2'1'6"
6"1'1'PROPOSEDBROW DITCHREMOVE PORTIONOF BROW DITCHPROPOSED STORMDRAIN PIPEPROPOSED BROWDITCHNEW CONCRETEPROPOSED STORMDRAIN PIPEREMOVE PORTIONOF BROW DITCHSTORM DRAIN CONNECTION TO BROW DITCHSCALE: N.T.S.11PLANPROFILEL=4.0'SPLASH BLOCK DETAILSCALE: N.T.S.12ACCESSIBLE SIGN PER DETAILS 2 ONTHIS SHEET AND 18 ON SHEET 3ACCESSIBLE STALLSYMBOL PER DETAIL 1ON THIS SHEETTRUNCATED DOMES PERDETAIL 13 ON THIS SHEETR E G I S T E R E D
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C H A E L B E L L O M I O No. 90818THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEETPA / PM:JOB NO.:DESIGNED:REMARKSDATENO.SheetofFOR AND ON BEHALFOF WARE MALCOMBDATE:PLOT DATE:PLOT DATE:suite 120
3911 sorrento valley blvd.
san diego, ca 92121
p 858.638.7277
waremalcomb.com
LEADING DESIGN FOR COMMERCIAL REAL ESTATE
MASON MOTORSPORTS
PRELIMINARY GRADING PLAN
CHANEY ST & COLLIER AVE
LAKE ELSINORE, CA 92530SDG21-0008SMBALU09/06/2022NOT FOR CONSTRUCTION09/06/22229DETAILS
2022-09-07_PLANNING SUBMITTAL
AARETAINING CURB DETAILSCALE: N.T.S.14TRUNCATED DOMESSCALE: N.T.S.13CURB OPENING DETAILSCALE: N.T.S.153.00'8"WEEP HOLESCALE: N.T.S.C1016"NO PARKING" PAVEMENT MARKINGSSCALE: N.T.S.A6PRECAST CONCRETE WHEELSTOPSCALE: N.T.S.A7ACCESSIBLE SIGNAGESCALE: N.T.S.A11UNAUTHORIZED VEHICLE PARKING SIGNSCALE: N.T.S.A1018172019UNAUTHORIZED VEHICLES PARKEDIN DESIGNATED ACCESSIBLESPACES NOT DISPLAYINGDISTINGUISHING PLACARDS ORSPECIAL LICENSE PLATES ISSUEDFOR PERSONS WITH DISABILITIESWILL BE TOWED AWAYAT THE OWNER'S EXPENSETOWED VEHICLESMAY BE RECLAIMED AT(Insert Address)OR BY TELEPHONING(Insert Telephone Number)R E G I S T E R E D
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C H A E L B E L L O M I O No. 90818THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEETPA / PM:JOB NO.:DESIGNED:REMARKSDATENO.SheetofFOR AND ON BEHALFOF WARE MALCOMBDATE:PLOT DATE:PLOT DATE:suite 120
3911 sorrento valley blvd.
san diego, ca 92121
p 858.638.7277
waremalcomb.com
LEADING DESIGN FOR COMMERCIAL REAL ESTATE
MASON MOTORSPORTS
PRELIMINARY GRADING PLAN
CHANEY ST & COLLIER AVE
LAKE ELSINORE, CA 92530SDG21-0008SMBALU09/06/2022NOT FOR CONSTRUCTION09/06/22339DETAILS
2022-09-07_PLANNING SUBMITTAL
12" VCP - DWG #344
12" PVC - DWG #344
10" STL -DWG #142 8" VCP - DWG #345 10" STL -DWG #142T
PROPOSEDBUILDINGFF=1279.00PARCEL 27P.M. 21297(BK. 135, PGS. 57-59)PARCEL 27P.M. 21297(BK. 135, PGS. 57-59)PARCEL 3P.M. 31901(BK. 215, PGS. 14-15)PARCEL 25P.M. 21297(BK. 135, PGS. 57-59)PARCEL 6P.M. 31901(BK. 215, PGS. 14-15)EASEMENT TO VALLEY DEVELOPMENT,INC. D.B.A. WARM SPRINGSBUSINESS PARK FOR INGRESSAND EGRESS PURPOSES.EASEMENT TO SO. CAL. EDISON,FOR OVERHEAD AND UNDERGROUNDELECTRIC AND COMMUNICATION SYSTEMS.4.00' EASEMENT TO SO. CAL. EDISON,FOR STUB POLES, ANCHORS, GUY WIRES.10.00' EASEMENT TO VALLEY DEVELOPMENT,INC. D.B.A. WARM SPRINGSBUSINESS PARK FOR SIGN PURPOSES.14.00' EASEMENT TO SO. CAL. EDISON,FOR OVERHEAD AND UNDERGROUNDELECTRIC AND COMMUNICATION SYSTEMS.14.00' EASEMENT TO SO. CAL. EDISON,FOR OVERHEAD AND UNDERGROUNDELECTRIC AND COMMUNICATION SYSTEMS.10.00' EASEMENT TO SO. CAL. EDISON,FOR OVERHEAD AND UNDERGROUNDELECTRIC AND COMMUNICATION SYSTEMS.26.00' EASEMENT TO VALLEY DEVELOPMENT,INC. D.B.A. WARM SPRINGSBUSINESS PARK FOR INGRESSAND EGRESS PURPOSES. EASEMENT TO BEVACATED PER DOCUMENT #_________10.00' EASEMENTS AS SHOWNON PARCEL MAP NO.21297 FOR DRAINAGEFOR POLELINE, DRAINAGE ANDINCIDENTAL PURPOSES. .20.00' EASEMENT TO CITY OF LAKE ELSINOREFOR CONSTRUCTION AND MAINTENANCE OFSTORM DRAINS AND APPURTENANCES.COLLIER AVE.CHANEY ST.
53.00'9.00'9.00'18.00'
18.00'9.00'18.00'30.00'9.00'18.00'9.00'18.00'9.00'9.00'5.00'9.00'8.00'9.00'18.00'18.00'5.00'19.00'12.50'5.00'5.00'18.00'50.00'50.00'100.00'38.00'38.00'30.00'
30.00'26.00'30.00'26.00'20.00'14.00'
10.00'10.00'54.00'
1
0
.
0
0
'10.00'76.00'L1C1L2C2L3C3L4L5L6C4L7C5L8L9L10C6L11C7L12L13L14C8L15L16L17C9L18C10L19L20
L21L22L23L24L25L26L27 C11L28C12L29
L30L31L32L33L34L35L36L37 C13L38L39L40C14L41 C15L42L43 L44C16C17L45 L46L47 L48C18L49
N46°15'15"W 271.11'S04°20'08"W 36.08'S43°42'17"W 204.61'S46°16'05"E 294.06'N43°43'18"E 232.56'6.00'6.05'18.52'6.00'C19C20C21C22 C23C2
4 12.00' DEDICATION FOR COLLIERAVENUE PER DOC#___________.5.00'L50
L51L52L53L54L55
ROWROWROWPROPERTY LINEPROPERTY LINEROWPROPOSED ROWEX. ROWSIGHTDISTANCETRIANGLESIGHTDISTANCETRIANGLELINE TABLELINE #L1L2L3L4L5L6L7L8L9L10L11L12L13L14L15L16L17L18L19L20L21L22L23L24L25L26L27L28L29L30L31L32L33L34L35L36L37L38L39L40L41L42L43L44L45L46L47L48L49L50L51L52L53L54L55BEARINGS43°44'45"WN46°15'15"WN43°44'45"ES46°15'15"EN43°44'45"EN46°15'15"WN43°44'45"ES46°15'15"EN43°44'45"ES46°15'15"ES43°44'45"WN46°15'15"WS43°44'45"WN46°15'15"WN43°44'45"EN46°15'15"WS43°44'45"WN46°15'15"WN43°44'45"EN46°17'18"WS88°44'45"WN01°15'15"WN46°15'15"WS88°44'45"WN01°15'15"WN46°13'11"WS43°44'45"WN46°15'15"WN43°44'45"EN46°17'18"WS88°44'45"WN01°15'15"WN46°15'15"WS88°44'45"WN01°15'15"WN46°13'11"WS43°44'45"WN46°15'15"WN46°16'04"WN46°15'15"WN43°44'45"ES46°15'15"EN43°44'45"EN46°15'15"WN43°44'45"ES46°15'15"EN43°44'45"EN46°15'15"WN43°44'45"ES43°46'15"WS43°47'02"WN46°15'15"WN43°44'49"EN43°42'25"EN43°43'46"EDISTANCE11.62'21.07'1.00'15.50'45.06'13.50'1.00'13.50'36.00'13.50'1.00'13.50'36.00'12.50'19.95'54.17'15.51'3.83'15.50'23.26'5.29'5.29'28.51'5.29'5.29'23.26'13.51'1.00'13.51'23.26'5.29'5.29'28.51'5.29'5.29'23.26'15.50'11.24'31.68'11.33'1.00'15.50'45.00'13.50'1.00'13.50'76.00'15.50'17.83'17.48'6.00'2.67'23.17'21.44'130.93'CURVE TABLECURVE #C1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19C20C21C22C23C24DELTA89°18'16"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"84°08'11"90°00'00"86°39'17"90°00'00"90°00'00"90°00'00"90°00'00"90°00'00"89°59'50"90°00'00"90°00'00"90°00'00"90°10'37"88°45'06"35°44'58"55°10'14"34°56'04"55°12'58"RADIUS23.91'2.50'2.50'2.50'2.50'2.50'2.64'2.50'2.48'2.50'2.50'2.50'2.50'16.00'2.50'2.50'2.50'2.50'20.00'14.89'19.53'6.00'20.00'6.00'LENGTH37.26'3.93'3.93'3.93'3.93'3.93'3.87'3.93'3.76'3.93'3.93'3.93'3.93'25.13'3.93'3.93'3.93'3.93'31.48'23.06'12.18'5.78'12.19'5.78'CHORD DIRECTIONN88°18'54"EN01°15'15"WN88°44'45"EN01°15'15"WN88°44'45"EN01°15'15"WN88°44'45"EN01°15'15"WS86°55'50"WN01°15'15"WS88°44'45"WN01°15'15"WS88°44'45"WS01°15'15"ES88°44'45"WS01°15'15"ES88°44'45"WS01°15'15"ES88°50'04"WN00°27'05"WN28°48'56"WN16°12'31"ES63°45'45"EN71°09'44"ECHORD LENGTH33.60'3.54'3.54'3.54'3.54'3.54'3.54'3.54'3.41'3.54'3.54'3.54'3.54'22.63'3.54'3.54'3.54'3.54'28.33'20.82'11.99'5.56'12.01'5.56'0SCALE: 1" = 10204020'SITE NOTES1.CONTRACTOR TO FIELD-VERIFY EXISTINGCONDITIONS PRIOR TO CONSTRUCTION AND SHALLNOTIFY ENGINEER OF ANY DISCREPANCIES.ENGINEER WILL NOT BE LIABLE FOR ANY COSTSASSOCIATED WITH CHANGES TO THE DESIGNWITHOUT PROPER NOTIFICATION.2.SEE COVER SHEET FOR BENCHMARK, BASIS OFBEARINGS, AND SURVEY INFORMATION.3.DIMENSIONS ARE TO FLOWLINE/BOTTOM OF CURBAND BUILDING FACE UNLESS OTHERWISE NOTED.4.PAVEMENT THICKNESS AND DESIGN ARE PER THEGEOTECHNICAL REPORT.5.ACCESSIBLE CURB RAMPS SHALL BE CONSTRUCTEDWITH DETECTIBLE WARNING PADS IF REQUIRED BYLOCAL CRITERIA.6.CONTRACTOR SHALL REMOVE AND REPLACE CURB,GUTTER, PAVING, LANDSCAPE, AND ANY OTHERITEMS DAMAGED DURING CONSTRUCTION.R E G I S T E R E D
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C H A E L B E L L O M I O No. 90818THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEETPA / PM:JOB NO.:DESIGNED:REMARKSDATENO.SheetofFOR AND ON BEHALFOF WARE MALCOMBDATE:PLOT DATE:PLOT DATE:suite 120
3911 sorrento valley blvd.
san diego, ca 92121
p 858.638.7277
waremalcomb.com
LEADING DESIGN FOR COMMERCIAL REAL ESTATE
MASON MOTORSPORTS
PRELIMINARY GRADING PLAN
CHANEY ST & COLLIER AVE
LAKE ELSINORE, CA 92530SDG21-0008SMBALU09/06/2022NOT FOR CONSTRUCTION09/06/22449HORIZONTAL CONTROL PLAN
2022-09-07_PLANNING SUBMITTAL
12" VCP - DWG #344
12" PVC - DWG #344 8" VCP - DWG #345 10" STL -DWG #142127812791276127712771277
1281128212831280
1279
1281
1282(1275)(1280)(1280)(1285)(1285)(1273)(1273)(1274)(1274)(1276)(1277)(1278)(1279)(1279)(1281)(1281)(1282)(1282)(1283)(1283)(1284)(1284)(1286)(1286)(1280)(1277)(1278)(1279)(1281)(1275)(1275)(1276)(1277)(1278)T SSDWDW
PARCEL 27P.M. 21297(BK. 135, PGS. 57-59)PARCEL 3P.M. 31901(BK. 215, PGS. 14-15)PARCEL 25P.M. 21297(BK. 135, PGS. 57-59)PARCEL 6P.M. 31901(BK. 215, PGS. 14-15)COLLIER AVE.CHANEY ST.PROPOSEDBUILDINGFF=1279.00'1276.13 TC1275.63 FS1276.07 TC1275.57 FS1275.86 FS1277.60 TC1277.10 FS1277.48 TC1276.98 FS1277.53 TC1277.03 FS1277.74 TC1277.24 FS1278.00 TC1277.50 FS1278.08 TC1277.58 FS1278.40 TC1277.90 FS1278.48 TC1277.98 FS1278.74 TC1278.24 FS1278.52 TC1278.02 FS1278.81 TC1278.31 FS1279.06 TC1278.56 FS1279.14 TC1278.64 FS1279.46 TC1278.96 FS1278.97 FS1278.55 TC1278.05 FS1278.10 TC1277.60 FS1277.78 TC1277.28 FS1277.82 TC1277.32 FS1277.97 TC1277.47 FS1276.90 TC1276.40 FS1276.98 TC1276.48 FS1276.92 TC1276.42 FS1278.29 TC1277.79 FS1277.91 TC1277.41 FS1278.33 TC1277.83 FS1277.60 TC1277.10 FS1277.47 TC1276.97 FS1276.07 TC1275.57 FS1276.59 FSMATCH EX.1279.04 TC1278.54 FS1275.62 FSMATCH EX.1279.00 FS1279.00 FS1279.05 FS1278.94 FS1278.57 FL1278.40 FL1278.05 TG1276.55 IE1278.31 FL1278.21 FL1278.49 FL1276.48 TC1275.98 FS1276.41 TC1275.91 FS1273.74 FL1273.52 FL1274.09 FL1275.60 TC1274.60 FL1275.65 TC1274.65 FL1276.33 TC1275.83 FS1278.54 RIM1274.0 IE1278.00 TG1275.69 IE IN1274.50 IE OUTN46°15'15"W 271.11'S04°20'08"W 36.08'S43°42'17"W 204.61'S46°16'05"E 294.06'N43°43'18"E 232.56'(1285.01 FS)1272.92 FSMATCH EX.1.0%1.1%1.1%1.0%1.6%1.6%1.0%1.0%0.0%1.1%1.1%1.1%2.7%1.0%1.0%2.4%3.0%
3.1
%
1.4%
2.3
%
3.9%3.8%4.2%2.7%2.3%3.1%1.7%2.0%1.5%1.0%1.4%1.0%1.4%1.0%1.4%1.0%4.5%3.5%4.0%1.0%0.7%2.6%2.6%3.4%7.9%5.2%1.7%1.8%2.0%2.0%1.5%1.5%5.9%4.9%3.6%1.2%0.7%1.2%1.0%1.0%1.0%1.9%4:13
:
1
6:1
14.2%1278.90 FLHP8:13:1
3:1 1273.97 FL1274.36 FL1.4%1.0%1279.01 TC1278.51 FS4.8%4.8%1279.01 TC1278.51 FLMATCH EX.1279.34 TC1278.84 FS1279.51 TC1279.01 FLMATCH EX.1.5%1.5%1.5%2.3%2.9%3.4%SEE DETAIL A THIS SHEETSEE DETAIL B THIS SHEET1283.50 TC1283.00 FL3:1 2:1
1280.89 TG1276.05 IE(1278)1.5%128012791281128212831284127912771278(1278)EX. FHTO REMAIN1279.00 RIM1274.50 IE1278.72 FL2.9%1279.00 FS1278.72 FL2.7%4.5%1275.83 IEEX. FHTO REMAIN6.8%1273.70 FL1273.57 FL1278.50 RIM1274.00 IE1276.15 TC1275.65 FS1276.52 TC1276.02 FS12
80
12
8
0
1281
1282.50 TC1282.00 FL1281.50 TC1281.00 FL1284.50 TC1284.00 FL127712781276 1276127612751277128
01280 12791284.57 TC1284.07 FLMATCH EX.PROPERTYLINEPROPERTYLINEEX. ROWPROPOSEDROW0101010102031420140404050505060606060708101111121215121111171717181982323160301010103212107070714140621132203210101092424DWPROPOSED BUILDING
FF - 1279.00'1.2%0.7%1.0%0.9%1.0%1.0%1.0%1.0%1.0%1.0%1.0%0.7%1.9%1.4%1.4%1.3%1.3%1.3%1.2%1.1%4.5%1.0%1.0%1.0%0.7%1.1%1.0%0.5%3.7%1278.58 TC1278.08 FS1277.84 FS1277.93 FS0'' CURB1278.17 FS1277.98 FS0" CURB1278.22 FS1278.07 FS0" CURB1278.31 FS1278.15 FS1278.93 TC1278.43 FS1278.77 TC1278.27 FS1278.83 TC1278.33 FS1278.22FS1278.41FS1278.90 TC1278.40 FS1278.97FS1278.92 FS1278.87 FS1279.00 FS1278.92 FS1278.69 TC1278.19 FS0'' CURB1278.36 FS1278.38 FS1278.80 TG1275.10 IE IN1274.60 IE OUT1.2%10.3%8.0%3.6%4.5%4.8%(1280)(1280)(1280)(1279)12
8
01279
12811281
1280
1280128012801
2
7
9
(1279)(1281)(1281)EX. FHTO REMAIN2.5%1.5%1.0%2.0%5.0%1.5%5.6%0.5%0.5%8.8%7.3%3:1
1.5%2.0%2.0%8.1%5.0%1.5%7.0%7.6%4.0%1.9%1.9%1.9%1.0%6.
7
%9.8%10.5%8.8%1.7%6.5%9.8%1279.54 TC1279.04 FS1279.88 TC1279.38 FS1279.72 TC1279.22 FS1279.76 TC1279.26 FS1280.30 TC1279.80 FLMATCH EX.1280.81 FL0'' CURB1278.89 FS1279.00 BW1280.08 TC1279.58 FS0'' CURB1279.00 FS1280.08 TW1278.74 FS1279.60 TC1279.10 FS1279.00 FL1279.28 FS1278.59 FS0'' CURB1281.19 FS1280.27 FL1280.93 TC1280.43 FS1280.59 FS1280.30 FS1280.37 TC1279.87 FS1280.03 FS1279.73 FS0'' CURB1279.91 FS1281.89 TC1281.39 FL0SCALE: 1" = 10204020'SCALE: 1" = '10DETAIL AGRADING NOTES1.CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANYDISCREPANCIES WITH THE ELEVATIONS SHOWN ONTHE PLANS. ENGINEER WILL NOT BE LIABLE FORANY COSTS ASSOCIATED WITH CHANGES TO THEDESIGN WITHOUT PROPER NOTIFICATION.2.SEE COVER SHEET FOR BENCHMARK, BASIS OFBEARINGS, AND SURVEY INFORMATION.3.ELEVATIONS ARE PER THE SURVEY DATUM, NOT PERARCHITECTURAL FLOOR ELEVATIONS.4.ELEVATIONS ARE AT FINISHED SURFACE UNLESSOTHERWISE NOTED.5.EXISTING UTILITY STRUCTURES TO BE ADJUSTED ASNECESSARY FOR PROPOSED GRADING.6.SIDEWALKS AND LANDINGS SHALL BE 2% MAXCROSS-SLOPE TOWARD ROADS, DRIVE LANES, ANDPARKING AREAS UNLESS OTHERWISE NOTED.7.ACCESSIBLE PARKING STALLS AND LOADING AREASTO BE 2% MAX SLOPE IN ANY DIRECTION.8.REFER TO THE GEOTECH REPORT FORGROUNDWATER ELEVATIONS.9.GRADING OF LANDSCAPED AREAS AROUNDBUILDINGS TO COMPLY WITH GEOTECH. REPORT.10.PEDESTRIAN GUARDRAILS TO BE INSTALLED WHEREREQUIRED BY LOCAL, STATE, OR FEDERALREQUIREMENTS. RE: ARCHITECTURAL/LANDSCAPEPLANS.SCALE: 1" = '10DETAIL BNOTE:1.UTILITIES SHOWN FOR REFERENCE ONLY ON THISSHEET. REFER TO UTILITY PLAN ON SHEET 5.CONSTRUCTION NOTESCONSTRUCT 6" CURB PER CITY OF LAKE ELSINORE STD.DETAIL 202INSTALL ADA ACCESSIBLE CURB RAMP PER DETAIL 3,SHEET 2CONSTRUCT RETAINING CURB PER DETAIL 14, SHEET 3CONCRETE DRIVEWAY PER CITY OF LAKE ELSINORE STD.DETAIL 118B7.5" PCC PAVING PER GEOTECH REPORT6.5" PCC PAVING PER GEOTECH REPORTPERMEABLE CONCRETE W/ CONCRETE EDGE RESTRAINTSPER DETAIL 7, SHEET 2CONSTRUCT CONCRETE WALK PER CITY OF ELSINORESTD. DETAIL 210CONSTRUCT ADA ACCESSIBLE PARKING & SIGNAGE. SEEDETAIL 3 ON SHEET 2 FOR FURTHER INFORMATIONTRASH ENCLOSURE PER ARCHITECTURAL PLANPROPOSED BOLLARD PER ARCHITECTURAL PLANPROPOSED GATE PER ARCHITECTURAL PLANCURB OPENING PER DETAIL 15, SHEET 3SCREEN WALL PER ARCHITECTURAL PLAN. INSTALL WEEPHOLES THROUGH SCREEN WALL PER DETAIL 16, SHEET 3TRANSFORMER PER ARCHITECTURAL PLANEXISTING CURB INLET TO REMAIN. PROTECT IN PLACEEXISTING POWERPOLE TO REMAIN. PROTECT IN PLACEEXISTING LIGHT TO REMAIN. ADJUST TO GRADEEXISTING SIGN TO REMAIN. PROTECT IN PLACEPROPOSED RETAINING WALL PER STRUCTURAL PLANSBROW DITCH PER UTILITY PLAN ON SHEET 6ENERGY DISSIPATOR PER UTILITY PLAN ON SHEET 6GRADED SWALE PER UTILITY PLAN ON SHEET 6NO TRESPASSING SIGN PER DETAIL 17, SHEET 3010203040506070809101112131415161718192021222324R E G I S T E R E D
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C H A E L B E L L O M I O No. 90818THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEETPA / PM:JOB NO.:DESIGNED:REMARKSDATENO.SheetofFOR AND ON BEHALFOF WARE MALCOMBDATE:PLOT DATE:PLOT DATE:suite 120
3911 sorrento valley blvd.
san diego, ca 92121
p 858.638.7277
waremalcomb.com
LEADING DESIGN FOR COMMERCIAL REAL ESTATE
MASON MOTORSPORTS
PRELIMINARY GRADING PLAN
CHANEY ST & COLLIER AVE
LAKE ELSINORE, CA 92530SDG21-0008SMBALU09/06/2022NOT FOR CONSTRUCTION09/06/22559GRADING PLAN
2022-09-07_PLANNING SUBMITTAL
12" VCP - DWG #344
12" PVC - DWG #344
10" STL -DWG #142 8" VCP - DWG #345 10" STL -DWG #142T SSDWDW
PROPOSEDBUILDINGFF=1279.00'SS1SS2SS2SS401FW1FW7FW4FW5DW1DW2DW3DW402010604050306140709FW3041215N46°15'15"W 271.11'S04°20'08"W 36.08'S43°42'17"W 204.61'S46°16'05"E 294.06'N43°43'18"E 232.56'091013SS504SS311FW6FW2DW4121514041508080813.86'55.00'17.00'
24.14'18.89'30.65'19.35'31.06'19.37'30.71'38.00'38.00'
76.00'100.00'50.00'50.00'19.28'30.65'0606EX. FHEX. FH0606P/LROWPROPOSED ROWEX. ROWP/L0SCALE: 1" = 10204020'WM NOTES: UTILITY1.CONTRACTOR SHALL VERIFY THE ELEVATIONOF ALL EXISTING UTILITIES WHERE NEWGRADING OR UTILITY WORK WILL OCCUR ANDNOTIFY THE ENGINEER OF ANYDISCREPANCIES OR CONFLICTS. ENGINEERWILL NOT BE LIABLE FOR ANY COSTSASSOCIATED WITH CHANGES TO THE DESIGNWITHOUT PROPER NOTIFICATION.2.SEE COVER SHEET FOR BENCHMARK, BASIS OFBEARINGS, AND SURVEY INFORMATION.3.PROPOSED DRY UTILITIES ARE SHOWN FORREFERENCE ONLY. REFER TO PLANS BYUTILITY PROVIDERS AND/OR MEP.4.EXISTING UTILITY STRUCTURES TO BEADJUSTED AS NECESSARY FOR PROPOSEDGRADING.5.REFER TO THE GEOTECH REPORT FORGROUNDWATER ELEVATIONS.6.ALL WORK IN THE PUBLIC RIGHT-OF-WAY' TO BEDONE PER IMPROVEMENT PLANS ANDASSOCIATED ENCROACHMENT PERMIT.FIRE SERVICE NOTE1.FOR REFERENCE ONLY. UNDERGROUND FIRESERVICE SHALL BE A DEFERRED SUBMITTAL.ANY APPROVAL OF THIS GRADING PLAN DOESNOT CONSTITUTE AN APPROVAL OF ANY FIRESERVICE WATER SUPPLY, UNDERGROUND, OREQUIPMENT.2.UNDERGROUND FIRE SERVICE PIPING SHALL BEC-900 IN ACCORDANCE WITH 2016STORM WATER CONSTRUCTION NOTESMAXWELL DRYWELL, STORAGE PIPES AND OVERFLOW STRUCTUREPER DETAILS ON SHEET 7CONNECT EXISTING STORM LINE TO NEW CATCH BASININSTALL 36" HDPE STORAGE PIPE PER DETAIL ON SHEET 7CONSTRUCT BROOKS 3636 PRECAST CONCRETE CATCH BASIN PERDETAIL 7, SHEET 2INSTALL DURASLOPE TRENCH DRAIN SYSTEM W/ HS-20 TRAFFICRATED GRATE PER DETAIL 4, SHEET 2INSTALL 12" PVD STORM DRAIN PIPEROOF DRAIN CONNECTION PER PLUMBING PLANSCONSTRUCT 34" ROCK LINED SWALECONSTRUCT BROW DITCH PER DETAIL 5, SHEET 2ROCK ENERGY DISSIPATOR PER RIVERSIDE COUNTY FLOOD CONTROLSTD DWG # JS233.INSTALL 24" HDPE STORAGE PIPE PER DETAIL ON SHEET 7CONSTRUCT BROOKS 1212 PRECAST CONCRETE CATCH BASIN PERDETAIL 7, SHEET 2CONNECT NEW 12" HDPE STORM DRAIN PIPE TO NEW BROW DITCHPER DETAIL 11, SHEET 2ROOF DRAIN SPLASH BLOCK CONNECTION PER PLUMBING PLANSINSTALL 6" PVD STORM DRAIN PIPE010203040506070809101112131415FIRE SERVICE KEY NOTESCONNECT TO EXISTING 12" WATER MAIN W/ 8" X 12" TEE,CONCRETE THRUST BLOCK, 8" GATE VALVE, AND GATE WELLINSTALL 8" AWWA PVC C-900 DR18 PRIVATE FIREINSTALL NEW 8" FIRE SERVICE PER EVMWD STD. DETAIL W-23.INSTALL PRIVATE 8" X 8" TEE AND CONSTRUCT THRUST BLOCKINSTALL IN-BUILDING RISER DETAIL 10, SHEET 2INSTALL FDC PER DETAIL 9, SHEET 2INSTALL PIV PER DETAIL 9, SHEET 2FW1FW2FW3FW4FW5FW6FW7DOMESTIC WATER SERVICE KEY NOTESPROVIDE NEW 2" DOMESTIC WATER SERVICE PER EVMWD STD.DETAIL W-10.INSTALL 2" WATER METER AND 2" REDUCED PRESSURE BACKFLOWPREVENTOR PER EVMWD STD. DETAIL W-21A AND W-21B.CAP END FOR CONNECTION BY BUILDING PLUMBERINSTALL 2" PVC SCH80 PRIVATE WATER LINEDW1DW2DW3DW4SANITARY SEWER KEY NOTESCONNECT TO EXISTING SANITARY SEWERINSTALL 4" PVC SDR-35 PRIVATE SANITARY SEWERCONSTRUCT 4' SANITARY MANHOLE PER EVMWD STD. DETAIL S-4CONSTRUCT SANITARY CLEANOUT PER EVMWD STD. DETAIL S-12CAP END FOR CONNECTION BY BUILDING PLUMBERSS1SS2SS3SS4SS5R E G I S T E R E D
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C H A E L B E L L O M I O No. 90818THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEETPA / PM:JOB NO.:DESIGNED:REMARKSDATENO.SheetofFOR AND ON BEHALFOF WARE MALCOMBDATE:PLOT DATE:PLOT DATE:suite 120
3911 sorrento valley blvd.
san diego, ca 92121
p 858.638.7277
waremalcomb.com
LEADING DESIGN FOR COMMERCIAL REAL ESTATE
MASON MOTORSPORTS
PRELIMINARY GRADING PLAN
CHANEY ST & COLLIER AVE
LAKE ELSINORE, CA 92530SDG21-0008SMBALU09/06/2022NOT FOR CONSTRUCTION09/06/22669UTILITY PLAN
2022-09-07_PLANNING SUBMITTAL
(1275)(1280)(12
7
4
)(1274)(1276)(1277)(1278)(1279)(1281)(1282)(1283)(1284)(1280)(1285)(1281)(1282)(1283)(1284)(1286)(1280)(1285)(1279)(1281)(1282)(1283)(1284)(1275)(1273)(1273)(1274)(1274)(1276)(1277)(1278)(1279)(1275)(1276)(1277)(1278)128
0 128012761277127812791280
1279
1280127912811280127912811282128312841280127712781279
1
2
7
8
1281128212831284 12" VCP - DWG #344
12" PVC - DWG #344
10" STL -DWG #142 8" VCP - DWG #345 10" STL -DWG #142T
DW
DW
PARCEL 27P.M. 21297(BK. 135, PGS. 57-59)PARCEL 3P.M. 31901(BK. 215, PGS. 14-15)PARCEL 25P.M. 21297(BK. 135, PGS. 57-59)PARCEL 6P.M. 31901(BK. 215, PGS. 14-15)COLLIER AVE.CHANEY ST.PROPOSEDBUILDINGFF=1279.0027006 TOTAL21813 IMP14785 TOTAL14785 IMP22378 TOTAL11959 IMP3881 TOTALBMP-1BMP-4BMP-3BMP-1POC-124" HDPE STORAGEFOR DMA-2L=41.5'36" HDPE STORAGEFOR DMA-3L=20.5'46.00'78.00'DMA-10.62AC.DMA-30.34AC.DMA-20.51AC.DMA-40.09AC.0SCALE: 1" = 15306030'LEGENDPERVIOUSIMPERVIOUS-ROOFSIMPERVIOUS-FLATWORKDMA BOUNDARYSOURCE CONTROLIDSOURCE CONTROLREQUIREMENTIMPLEMENTATIONSC-1PREVENTION OF ILLICITDISCHARGESUSE OF EFFECTIVE IRRIGATION INCLUDES INTHE DESIGN AND UTILIZATION OF EXISTINGRUNOFF COLLECTION POND FOR MONITORINGRUNOFF AND REUSESC-2STORM DRAIN STENCILINGOR SIGNAGESTENCIL EVERY INLET WITH PROHIBITIVELANGUAGE "NO DUMPING! LEADS TOWATERWAYS" AND "NO CONTAMINE" INSPANISHSC-5PROTECT TRASH STORAGEAREAS FROM RAINFALL,RUN-ON, RUNOFF, ANDWIND DISPERSALALL TRASH AREAS WILL BE PROTECTED ANDTRASH CANS EQUIPPED WITH HINGED LIDS.DMA EXHIBITSOIL GROUPS:THE SITE IS UNDERLAIN BY SOIL GROUP "B".NO EXISTING NATURAL HYDROLOGIC FEATURESNO CRITICAL COURSE SEDIMENT AREAS TO BE PROTECTEDDEPTH TO GROUNDWATER EXPECTED TO BE 25 FT*FEATURES TO MINIMIZE IMPERVIOUSNESS:PAVEMENT WIDTHS ARE KEPT TO MINIMUM DESIGN STANDARDSRUNOFF IS TREATED BY INFILTRATIONSOURCE CONTROLIDSOURCE CONTROL REQUIREMENTIMPLEMENTATIONSD-1MAINTAIN NATURAL DRAINAGE PATH ANDHYDROLOGIC FEATURESSITE WAS DESIGNED TO MIMIC AND MINIMIZE CHANGES TOEXISTING AND NATURAL DRAINAGE PATHSD-2CONSERVE NATURAL AREAS, SOILS, ANDVEGETATIONEXISTING SOIL AND VEGETATION WILL BE CONSERVED.SD-3MINIMIZE IMPERVIOUS AREAPAVEMENT WIDTHS ARE KEPT TO MINIMUM DESIGN STANDARDS.SD-4MINIMIZE SOIL COMPACTIONMINIMIZE SOIL COMPACTION TO LANDSCAPED AREASSD-7LANDSCAPING WITH NATIVE OR DROUGHTTOLERANT SPECIESLANDSCAPING WILL USE NATIVE OR DROUGHT TOLERANTSPECIES.HDPE PIPE FOR STORAGEPURPOSES. SEE DETENTIONTABLE FOR SIZES.36" BROOKSCATCH BASINSUBGRADE(EXISTING SOIL)12" MIN72" DRYWELL W/INTERNAL SETTINGCHAMBER. SEE THISSHEET FOR SPEC.PROPOSED FINISHED GRADEDMA SUMMARY TABLEDMA IDAREA(ACRES)AREA (SF)IMPERVIOUSAREAS (SF)PERVIOUSAREAS (SF)IMPERVIOUSPERCENTAGE (%)DMA TYPEBMP IDSOILTYPEDMA-10.6227,00621,8255,18180.8%DRAINS TO BMPPERMEABLE PAVEMENTBDMA-20.5122,37811,96210,41653.5%DRAINS TO BMPDRYWELLBDMA-30.3414,78514,7850100.0%DRAINS TO BMPDRYWELLBDMA-40.093,8813953,48610.2%SELF-TREATING-BTOTAL1.5668,05048,96719,08372.0%DRYWELL SUMMARYDMA IDVOLUMEREQUIRED(CF)TOTAL # OFDRYWELLSDRYWELLDIAMETER(FT)TOTALDEPTH(FT)TOTAL VOLUMEIN DRYWELLS(CF)DETENTIONREQUIRED(CF)PIPESIZE(IN)AREA OFPIPE (SF)LENGTHOF PIPE(FT)DETENTIONPROVIDED(CF)VOLUMEPROVIDED(CF)TOTAL VOLUMEINFILTRATED WITHIN72 HOURS (CF)DMA-2705.616.017.0211.0494.624.012.5641.5521.2732.2738.0DMA-3790.316.017.0211.0579.336.028.2620.5579.3790.3802.0DRYWELL DETAILSCALE: N.T.S.17DRYWELL CROSS SECTIONSCALE: N.T.S.18R E G I S T E R E D
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C H A E L B E L L O M I O No. 90818THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEETPA / PM:JOB NO.:DESIGNED:REMARKSDATENO.SheetofFOR AND ON BEHALFOF WARE MALCOMBDATE:PLOT DATE:PLOT DATE:suite 120
3911 sorrento valley blvd.
san diego, ca 92121
p 858.638.7277
waremalcomb.com
LEADING DESIGN FOR COMMERCIAL REAL ESTATE
MASON MOTORSPORTS
PRELIMINARY GRADING PLAN
CHANEY ST & COLLIER AVE
LAKE ELSINORE, CA 92530SDG21-0008SMBALU09/06/2022NOT FOR CONSTRUCTION09/06/22779BMP PLAN
2022-09-07_PLANNING SUBMITTAL
12" VCP - DWG #344
12" PVC - DWG #344
10" STL -DWG #142 8" VCP - DWG #345 10" STL -DWG #142T SSDW
DWPARCEL 27P.M. 21297(BK. 135, PGS. 57-59)PARCEL 3P.M. 31901(BK. 215, PGS. 14-15)PARCEL 25P.M. 21297(BK. 135, PGS. 57-59)PARCEL 6P.M. 31901(BK. 215, PGS. 14-15)COLLIER AVE.CHANEY ST.PROPOSEDBUILDINGFF=1279.00SE-10SE-10SE-6SE-6SE-6SE-7SE-7TC-1TC-1SE-6SE-6SE-6SE-6SE-6SE-6SE-6SE-1SE-1SE-1SE-1SE-1WM-1SE-6WM-4, WM-5, WM-6, WM-8, WM-9, NS-(8-10)SE-10S04°20'08"W 36.08'S43°42'17"W 204.61'S46°16'05"E 294.06'N43°43'18"E 232.56'N46°15'15"W 271.11'SE-10SE-10SE-6SE-10SE-10SE-10SE-6SE-60SCALE: 1" = 10204020'BMPTITLESYMBOLQUANTITYEC-1SCHEDULINGEC-3BONDED FIBER MATRIXSE-1SILT FENCESE-5FIBER ROLLSE-6GRAVEL BAG BERMSE-7STREET SWEEPING AND VACUUMINGSE-10STORM DRAIN INLET PROTECTIONTC-1STABILIZED CONSTRUCTION ENTRANCE/EXITWE-1 WIND EROSION CONTROLNS-3PAVING, SEALING, SAWCUTTING & GRINDING OPERATIONSNS-(8-10)EQUIPMENT FUELING, CLEANING AND MAINTENANCEWM-1MATERIAL DELIVERY & STORAGEWM-2MATERIAL USEWM-3STOCKPILE AREAWM-4SPILL PREVENTION AND CONTROLWM-5SOLID WASTE MANAGEMENTWM-6HAZARDOUS WASTE MANAGEMENTWM-8CONCRETE WASTE MANAGEMENTWM-9SANITARY/SEPTIC WASTE MANAGEMENTCONSTRUCTION BMP LEGENDEROSION CONTROL NOTES1.CONTRACTOR TO INSPECT AND MAINTAIN EROSIONCONTROL MEASURES THROUGHOUT THE COURSEOF CONSTRUCTION, INCLUDING INSTALLING,REPAIRING, REPLACING, RELOCATING, ANDMODIFYING AS NECESSARY FOR CONSTRUCTIONAND TO ENSURE THE SITE IS IN COMPLIANCE WITHSTATE AND LOCAL REQUIREMENTS.2.ADDITIONAL EROSION CONTROL MEASURES NOTSHOWN ON THIS PLAN MAY BE NECESSARY TOPREVENT EROSION AND SEDIMENTATION.3.AREAS THAT ARE TO REMAIN IN A DISTURBEDCONDITION FOR AN EXTENDED PERIOD SHALL BETEMPORARILY SEEDED IN ACCORDANCE WITH STATEAND LOCAL CRITERIA.4.REFER TO THE APPROVED LANDSCAPE PLAN FORFINAL STABILIZATION INFORMATION. AREAS NOTSTABILIZED BY PAVEMENT, BUILDING FOOTPRINT,PERMANENT LANDSCAPING, OR OTHER PERMANENTSTABILIZATION SHALL BE PERMANENTLY SEEDEDPER STATE AND LOCAL REQUIREMENTS.5.ALL INLETS WITHIN 100' OF SITE WILL BE PROTECTED.867 LF207 LF420 LF8 EA2 EAR E G I S T E R E D
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C H A E L B E L L O M I O No. 90818THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEETPA / PM:JOB NO.:DESIGNED:REMARKSDATENO.SheetofFOR AND ON BEHALFOF WARE MALCOMBDATE:PLOT DATE:PLOT DATE:suite 120
3911 sorrento valley blvd.
san diego, ca 92121
p 858.638.7277
waremalcomb.com
LEADING DESIGN FOR COMMERCIAL REAL ESTATE
MASON MOTORSPORTS
PRELIMINARY GRADING PLAN
CHANEY ST & COLLIER AVE
LAKE ELSINORE, CA 92530SDG21-0008SMBALU09/06/2022NOT FOR CONSTRUCTION09/06/22889EROSION CONTROL PLAN
2022-09-07_PLANNING SUBMITTAL
BERMED CONTAINMENTAREAEXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO STREET OR A DRAINAGE SYSTEMFOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS, A DESIGNATED CONTAINMENT FACILITY OF SUFFICIENTCAPACITY TO RETAIN LIQUID AND SOLID WASTE SHALL PROVIDED ON SITE.SLURRY FROM CONCRETE AND ASPHALT SAW CUTTING SHALL BE VACUUMED OR CONTAINED, DRIED, PICKED UPAND DISPOSED OF PROPERTY.NOTES:CONCRETEWASHOUTAREA1.3.2.NOT TO SCALECONCRETE WASTE MANAGEMENT (WM-8)MATERIAL STORAGEDIRT AND OTHER CONSTRUCTION RELATED MATERIALS PLACED IN THE STREET OR ON OTHER IMPERVIOUSSURFACES MUST BE CONTAINED WITH SANDBAGS OR OTHER MEASURES TO PREVENT TRANSPORT TO THESTORMDRAIN SYSTEM.ANY CONSTRUCTION MATERIAL STORED OR STOCKPILED ON-SITE SHALL BE PROTECTED FROM BEINGTRANSPORTED BY THE FORCE OF WIND OR WATER.SANDBAGS/GRAVEL BAGSPLACE TIGHTLY TOGETHERALL AROUND MATERIALSTOCKPILED MATERIALNOT TO SCALEMATERIAL STORAGE (WM-1)1.CATCH BASIN/INLET PROTECTION SHALL BE INSTALLED WHEREVER THERE IS A POTENTIAL OF STORMWATER OR NON-STORMWATER BEINGDISCHARGED INTO IT.2.INLET PROTECTION IS REQUIRED ALONG WITH OTHER POLLUTION PREVENTION MEASURES SUCH AS: EROSION CONTROL, SOILSTABILIZATION, AND MEASURES TO PREVENT TRACKING ONTO PAVED SURFACES.3.MODIFY INLET PROTECTION AS NEEDED TO AVOID CREATING TRAFFIC HAZARDS.4.INCLUDE INLET PROTECTION MEASURES AT HILLSIDE V-DITCHES AND MISC. DRAINAGE SWALES.5.INLET PROTECTION SHALL BE PROTECTED AND ACCUMULATED SEDIMENTS REMOVED. SEDIMENT SHALL BE DISPOSED OF PROPERTY AND INA MANNER THAT ASSURES THAT THE SEDIMENT DOES NOT ENTER THE STORM DRAIN SYSTEM.6.DAMAGED BAGS SHALL BE REPLACED IMMEDIATELY.7.ADDITIONAL SANDBAG SEDIMENT TRAPS SHALL BE PLACED AT INTERVALS AS INDICATED ON SITE PLANT.SANDBAGS/GRAVEL BAGSSTACKED TIGHTLYSANDBAGS/ GRAVEL BAGS TOOVERLAP ONTO CURBNOTES:BACK OF SIDEWALKBACK OF CURBCURB INLETCATCH BASINSPILLWAYCATCH BASINCURB INLETSIDEWALK8"MIN.PONDING HEIGHTNOT TO SCALECATCH BASIN/ INLET PROTECTION (SE-10)H
DDSE-10BSECTION B-BB50 LF OF STEEL PLATES WITH RUMBLESTRIPS OVER MIN 4" COARSE AGGREGATEPUBLIC
ROAD
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.NOT TO SCALESTABILIZED ENTRANCE / EXIT DETAIL PER CASQA TC-1 TC-1WM-1WM-815"x30" POLYPROPYLENE GRAVELBAGSWOVEN POLYPROPYLENE - CONSTRUCTED TORESISTSPLITS AND LEAKAGE. WITH ANTISKID DESIGN.10 X 12 WEAVE950 DENIER1200 HOURS UV RATINGMILKWHITE COLOR1000 PER BALEGRAVEL BAG SPEC NOTES:PUBLIC R.O.W.6' HIGH CHAINLINK FENCE WITHFABRIC SCREEN1 BAG MIN.PLACE BAGS FIRMLY IN PLACENOT TO SCALEGRAVEL BAG EROSION PROTECTION (SE-6) & CHAIN-LINK PERIMETER FENCESE-6WORK AREAR.O.W.6"EROSION CONTROL NOTESALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKEELSINORE ORDINANCE NOS.1237, 772, 529, 1004, CONSTRUCTION SITE BESTMANAGEMENT PRACTICES (BMP’S) AND STANDARDS OUTLINED WITHIN THELAKE ELSINORE DESIGN MANUAL. NO GRADING PERMIT SHALL BE ISSUEDWITHOUT AN EROSION CONTROL PLAN APPROVED BY THE CITY ENGINEER.THE EROSION CONTROL PLAN SHALL INCLUDE DETAILS OF PROTECTIVEMEASURES, INCLUDING DESILTING BASINS OR OTHER TEMPORARY DRAINAGEOR CONTROL MEASURES, OR BOTH, AS MAY BE NECESSARY TO PROTECT THEWATER QUALITY OF RECEIVING WATER BODIES OR TO PROTECT ADJOININGPUBLIC AND PRIVATE PROPERTY FROM DAMAGE FROM EROSION, FLOODINGOR THE DEPOSITION OF MUD OR DEBRIS WHICH MAY ORIGINATE FROM THESITE OR RESULT FROM SUCH GRADING OPERATIONS.1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OFLAKE ELSINORE ORDINANCE NOS. 529, 772, 1237, 1004, CONSTRUCTION SITEBEST MANAGEMENT PRACTICES (BMP’S), AND STANDARDS OUTLINED WITHINTHE LAKE ELSINORE DESIGN MANUAL2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BYSUBCONTRACTORS.3. IN CASE OF EMERGENCY, CALL PAUL GIESE AT (619) 440-7424.4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED ORMODIFIED WITHOUT THE APPROVAL OF THE QUALIFIED SWPPP DEVELOPER,CITY ENGINEER, OR IN AN EMERGENCY, BY THE PERSON RESPONSIBLE FORGRADING OPERATIONS.5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THEPORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THECONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIMEOF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OFGRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION.6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN(10) FEET IN HEIGHT (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IFTHEY WILL NOT BE WORKED WITHIN 7 DAYS. DURING THE STORM SEASON, ALLSLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORMEVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY ASFEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION.7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOPOF THE SLOPE AT THECONCLUSION OF EACH WORKING DAY.8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ONTHE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER ISIMPOUNDED.9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODSAPPROVED BY THE CITY ENGINEER.10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THEDEVELOPMENT SHALL BESHOWN ON THE APPROVED PLAN.11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITESHALL BE DESIGNED FOR A TWENTY-FIVE (25) YEAR, SIX (6) HOUR STORMINTENSITY. THEY MUST BE DETAILED ON THE PLANS. DESIGN AND SPECIFICRECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: A)DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS.B) THEEXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARYSOILSTABILIZATION MEASURES. C) SIZE OF DESILTING BASIN OUTLET PIPE ANDOVERFLOW. D) DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH, SLOPE OFWALLS, PERCENT COMPACTION, ETC. E) OUTLET CONDITIONS FROM THEDESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS, WITH THEEXCEPTION OF OVERFLOW, WHICH IS TO BE DESIGNED TO PROVIDE CAPACITYOF 1.5 TIMES THE MAXIMUM DESIGN FLOW.12. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND ATCONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OFTEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROLMEASURES WHEN A 50% CHANCE OR GREATER OF RAIN WITHIN A 48 HOURPERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC ANDATMOSPHERIC AGENCY (NOAA).13. BMP’S SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/ORPREVENT THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOILAREAS ON CONSTRUCTION SITES. ALL REMOVABLE PROTECTIVE EROSIONCONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACHWORKING DAY WHEN THE FOUR (4) DAY RAIN PROBABILITY FORECASTEXCEEDS FORTY PERCENT (40%).14. AFTER A RAINSTORM, ALL PROJECT GENERATED SILT AND DEBRIS SHALLBE REMOVED FROM CHECK BERMS, ONSITE PUBLIC DRAINS AND PIPES,DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS ANDTHE BASINS PUMPED DRY. ANY GRADED SLOPE BMP’S DAMAGED DURING ARAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDEEFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES.15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION ISPROHIBITED.16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH ACOMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENTTRACK-OUT. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALLPAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALLBE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE.R E G I S T E R E D
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C H A E L B E L L O M I O No. 90818THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.CAUTION: IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT SHEETPA / PM:JOB NO.:DESIGNED:REMARKSDATENO.SheetofFOR AND ON BEHALFOF WARE MALCOMBDATE:PLOT DATE:PLOT DATE:suite 120
3911 sorrento valley blvd.
san diego, ca 92121
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waremalcomb.com
LEADING DESIGN FOR COMMERCIAL REAL ESTATE
MASON MOTORSPORTS
PRELIMINARY GRADING PLAN
CHANEY ST & COLLIER AVE
LAKE ELSINORE, CA 92530SDG21-0008SMBALU09/06/2022NOT FOR CONSTRUCTION09/06/22999EROSION CONTROL DETAILS
2022-09-07_PLANNING SUBMITTAL