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Attachment No. 2 Project PlansLYCURGUS INVESTMENTS, II, LLC14271 JEFFREY ROAD #119IRVINE, CA 92620 TEL (714) 651-7112SCOTT AYRESApplicantDAVID SHEEGOG: ARCHITECT968 S. LADAN LANEANAHEIM, CA 92808TEL (714) 873-7919DAVID SHEEGOGArchitectPROJECT DIRECTORYCIVTEC999 CORPORATE DRIVE, SUITE 100LADERA RANCH, CA 92694TEL (949) 463-8822TOM CARCELLICivil EngineerSITE AND BUILDING DATAPROJECT ADDRESS:308 W. VERMONT AVENUE, ANAHEIM, CALIFORNIAAREA OF SITE:0.172 ACRESGROSS SQUARE FOOTAGE:7,488 SQ. FT.NUMBER OF UNITS:4TYPE OF CONSTRUCTION:VBOCCUPANCY:R-1 (RESIDENTAIL)S-2 (PARKING GARAGE)ALLOWABLE FLOOR AREA:R-1 SM 21,000 S.F. (PER TABLE 506.2 CBC 2019)S-2 SM 40,500 S.F. (PER TABLE 506.2 CBC 2019)FLOOR AREA PROVIDED:R-1 6,108 S.F.S-2 4,214 S.F.FIRE SPRINKLERS:YESPARKING TABULATIONUNIT IDENTIFICATION:1A, 1B, 2A, 2BLIVING UNIT INFORMATION:ALL UNITS 2 BED / 2 BATHALL UNITS, 1,206 S.F. INTERIOR SPACEALL UNITS 231 S.F. DECKPARKING SPACES REQUIRED:9 (8 STANDARD AND 1 ACCESSIBLE)PARKING SPACES PROVIDED:9 (8 STANDARD AND 1 ACCESSIBLE)1 COVER SHEET2 ARCHITECTURAL SITE PLAN / FIRST FLOOR PLAN3 SECOND AND THIRD FLOOR PLANS4 ROOF PLAN AND SECTION5 EXTERIOR ELEVATIONSARCHITECTURESHEET INDEXPS-1.0 CIVIL SITE PLANPG-1.1 CONCEPTUAL GRADING AND UTILITY PLANCIVIL ENGINEERINGL1 PLANTING PLANLANDSCAPE ARCHITECTURE308 W. Vermont Avenue, AnaheimCover SheetFebruary 9, 202312Perspective View from Northeast3Perspective View from NorthwestAttachment No. 2 SETBACK15' - 0"STAIRS9' - 3 1/8"BUILDING LENGTH92' - 0"STAIRS7' - 10 7/8" 19' - 10"SETBACK3' - 0"44' - 0"SETBACK5' - 0"9876543214' - 0"PARKING18' - 0"DRIVE AISLE24' - 0"6' - 0"52' - 0"144' - 0"TRASH4' - 9"BUILDING WIDTH31' - 6"5' - 0"4' - 0" 9' - 0" 8' - 0"0' - 8" 0' - 6"8' - 6" 8' - 6" 8' - 6"0' - 6"0' - 8"0' - 6"8' - 6" 8' - 6" 8' - 6" 10' - 0"ElevatorFireElevatorEquipmentRECYCLEORGANIC100 CUBIC FEET OF STORAGE OVER FOURPARKING SPACESElectric52.00'52.00'144.00'144.00'NORTHUPUPVERMONT AVENUEGRAY TONE INDICATESLANDSCAPING1' - 0"7' - 0"GATE WITH PANIC HARDWAREOPENING28' - 0"OPENING11' - 0"OPENING11' - 0"LINE OF ROOF ABOVELINE OF ROOF ABOVELINE OF ROOF ABOVELINE OF ROOF ABOVE1' - 6"1' - 6"1' - 0"1' - 6"GATE WITH PANIC HARDWARE24' - 0" 4' - 0" 5' - 0"33' - 0"LINE OF ROOF ABOVEPOSTBOLLARD10' - 0"LYCURGUS INVESTMENTS, II, LLC14271 JEFFREY ROAD #119IRVINE, CA 92620 TEL (714) 651-7112SCOTT AYRESApplicantDAVID SHEEGOG: ARCHITECT968 S. LADAN LANEANAHEIM, CA 92808TEL (714) 873-7919DAVID SHEEGOGArchitectPROJECT DIRECTORYCIVTEC999 CORPORATE DRIVE, SUITE 100LADERA RANCH, CA 92694TEL (949) 463-8822TOM CARCELLICivil Engineer308 W. VERMONT AVENUE ANAHEIM, CAProject AddressSITE AND BUILDING DATAPROJECT ADDRESS:308 W. VERMONT AVENUE, ANAHEIM, CALIFORNIAAREA OF SITE:0.172 ACRESGROSS SQUARE FOOTAGE:7,488 SQ. FT.NUMBER OF UNITS:4TYPE OF CONSTRUCTION:VBOCCUPANCY:R-1 (RESIDENTIAL) S-2 (PARKING GARAGE)ALLOWABLE FLOOR AREA:R-1 SM 21,000 S.F. (PER TABLE 506.2 CBC 2019)S-2 SM 40,500 S.F. (PER TABLE 506.2 CBC 2019)FLOOR AREA PROVIDED:R-1 6,108 S.F. S-2 4,214 S.F. FIRE SPRINKLERS:YESPARKING TABULATIONUNIT IDENTIFICATION:1A, 1B, 2A, 2BLIVING UNIT INFORMATION:ALL UNITS 2 BED / 2 BATHALL UNITS, 1,206 S.F. INTERIOR SPACEALL UNITS 231 S.F. DECKPARKING SPACES REQUIRED:9 (8 STANDARD AND 1 ACCESSIBLE)PARKING SPACES PROVIDED:9 (8 STANDARD AND 1 ACCESSIBLE)308 W. Vermont Avenue, AnaheimArchitectural Site Plan / First Floor PlanFebruary 9, 202323/16" = 1'-0"1First Floor / Site PlanCENTERLINE OF STREETR.O.W.CURB 231 S.F.1,206 S.F.2 BED / 2 BATHAPARTMENTUNIT LENGTH45' - 11"0' - 2"UNIT LENGTH45' - 11"4' - 9"UNIT WIDTH31' - 6"9' - 4"92' - 0" BUILDING LENGTH7' - 10"LADDER FROM THIRD FLOORCATWALK TO ROOF IN THIS SPACEAT THIRD FLOOR. PROVIDE KNOX BOXBedroom 2Bedroom 1Living/DiningKitchenBath 2Bath 1Deck231 S.F.1,206 S.F.2 BED / 2 BATHAPARTMENTBedroom 1Bath 1Bedroom 2KitchenBath 2DeckLiving/DiningElevatorUPDNUPDNUNIT DESIGNATION:1A1A1A1A - AT SECOND FLOOR2A2A2A2A - AT THIRD FLOORUNIT DESIGNATION:1B 1B 1B 1B - AT SECOND FLOOR2B2B2B2B - AT THIRD FLOORNORTH11' - 0"11' - 0"308 W. Vermont Avenue, AnaheimSecond and Third Floor PlansFebruary 9, 202333/16" = 1'-0"1Second Floor Plan (Third Floor Similar) 45' - 11"0' - 2"45' - 11"92' - 0"MECHANICAL EQUIPMENTFULLY SCREENED FROM VIEWROOF DRAIN ANDOVERFLOWCONCRETE MISSIONSTYLE ROOF TILESTPO LOW SLOPE ROOFINGNORTH2424ROOF ACCESS HATCHRIDGEVALLEYVALLEYVALLEYVALLEYTPO LOW SLOPE ROOFINGLiving/DiningLiving/DiningDeckParking GarageMECHANICAL EQUIPMENTFULLY SCREENED FROM VIEW308 W. Vermont Avenue, AnaheimRoof Plan and SectionFebruary 9, 202343/16" = 1'-0"1Roof Plan1/8" = 1'-0"2Section 1 3"x3" TUBE STEELTRELLIS OVER 4"X12"TUBE STEEL BEAMSOVER 4"X4" TUBE STEEL POSTS OVER TRASHENCLOSURESOLID METAL GATES ON STEEL FRAMES WITH HEAVYDUTY HINGES WELDED TO STEELPOSTS8' - 1"8' - 1"8' - 1"PROPERTY LINEPROPERTY LINE34' - 2"CONCRETE MISSION STYLE ROOF TILESSMOOTH TROWELED STUCCO,"OFF-WHITE", TYPICALVINYL WINDOWS WITH MUNTIN BARS3' - 0 1/8"5' - 0"SETBACKSETBACK2" DEEP PLASTER RECESSESSTEEL RAILINGS:2 1/2" X 5 1/2" TOP RAIL2 1/2" X 3 1/2" BOTTOM RAIL1 1/2" X 1 1/2" PICKETS AT 5" O.C.CERAMIC TILE IN 4" DEEP RECESSWINDOWS RECESSED 4" INTO 2X8 STUD WALL8' - 0"11' - 0"11' - 0"OPENINGS ARE LESS THAN 25% OF EXTERIOR WALL PER FLOORLYCURGUS INVESTMENTS, II, LLC14271 JEFFREY ROAD #119IRVINE, CA 92620 TEL (714) 651-7112SCOTT AYRESApplicantDAVID SHEEGOG: ARCHITECT968 S. LADAN LANEANAHEIM, CA 92808TEL (714) 873-7919DAVID SHEEGOGArchitectPROJECT INFORMATIONCIVTEC999 CORPORATE DRIVE, SUITE 100LADERA RANCH, CA 92694TEL (949) 463-8822TOM CARCELLICivil Engineer308 W. VERMONT AVENUE ANAHEIM, CAProject Address308 W. Vermont Avenue, AnaheimExterior ElevationsFebruary 9, 202351/8" = 1'-0"4East Elevation1/8" = 1'-0"1North Elevation1/8" = 1'-0"3West Elevation1/8" = 1'-0"2South Elevation AGA BLG ASP RLR LOM AEF LOM BRE LOM UMU PIT TA2 SED AU7 SEN LDESCH MOL CUP SEM ARTIFICIAL VINE PANELS (SEE LINK BELOW) HTTPS://WWW.EFAVORMART.COM/PRODUCTS/12-SQ-FT-BOSTON-FERN-EUCALYPTUS-BOXWOOD-GREENERY-GARDEN-WALL-GRASS-BACKDROP-MAT-INDOOR-OUTDOOR-UV-PROTECTED-ASSORTED-FOLIAGE-4-ARTIFICIAL-PANELS DRAWING NUMBER:PREPARED BY:CIVILENGINEERINGCONSULTING999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.netSCALE:DATE:DRAWN BY:CHECKED BY:PLOT DATE:2/24/234-UNIT MULTI-FAMILY BUILDING308 WEST VERMONT AVENUEANAHEIM, CAJN 112.03SHEET ___ OF 2THOMAS E. CARCELLI, R.C.E. #81640PER PLANSTAFFTEC2/24/232/24/23051020SCALE: 1" = 10'SWE 1PS-1.0W. VERMONT AVE.SITE PLAN308 WEST VERMONT AVENUEFORSITE PLANSTATE OF CALIFORNIAANAHEIM, CA4-UNIT MULTI-FAMILY BUILDINGVERTICAL CONTROL DATUM:BENCHMARK:OCS BENCHMARK 1A-134-73ELEVATION = 158.924' (NAVD88 1990)EXIST. 2" GAS LINEEXIST. 85" WATER LINE (MNWD)EXIST. 16" WATER LINEEXIST. 6" SEWER LINEEXIST. 90" STORM DRAIN LINEEXIST. ELECT. LINEEXIST. BUILDING2 STORIES TOTALAPPROX. 20-FEET HIGHEXIST. BUILDINGPROP. 2"±DOMESTIC WATERP.O.C. TO BUILDINGPROP. 6"± SEWERP.O.C. TO BUILDINGPROP. 4"± FIRESPRINKLER P.O.C. TOBUILDINGPROP. UNDERGROUNDINFILTRATION BMP46.5 INV IN49.6 INV OUT(OVERFLOW)PROP. 4"± FIRE DOUBLECHECK-DETECTOR BACKFLOWPREVENTION ASSEMBLYEXIST. VAULT (OWNEDBY CITY OF ANAHEIMPUBLIC UTITLIES)- TO BE RELOCATEDPER PLAN52'52'33.0'33.0'5.0'4.0'24.0'C.L. EXIST. 15'WIDE DWY.23.0'PROP. BACKFLOWPREVENTION ASSEMBLYPROP. UPSIZE OF EXIST. WATERMETER TO 2"± (IF REQUIRED)C.L. PROP. 23'WIDE DWY. PERCITY STD. 114-APROTECT EXIST.DRIVEWAY IN PLACE19'±PROP. BACKFLOWPREVENTION ASSEMBLYFOR IRRIGATIONPROP. WATER METER FORIRRIGATION - 1"±LEGENDWVL.P.TOP OF WALLWATER VALVEWATER METERSANITARY SEWERTOP OF CURBTOP OF FOOTINGTOP OF GRATEVALVESTREET LIGHTWATERWW.M.W.V.T.F.T.W.ST.G.T.C.CHAIN LINK FENCECENTERLINEHIGH POINTROOF DRAINPOWER POLEGRADE BREAKRIGHT OF WAYFIRE HYDRANTFINISHED SURFACEFINISHED FLOOREDGE OF PAVEMENTCATCH BASINSTORM DRAINCURB & GUTTEREXISTING SPOT ELEVATIONFLOWLINEGRADE BREAK LINEEXISTING UTILITY LINE(TYPE AND SIZE AS NOTED)P.P.R.O.W.R.D.ST.IRR. OR IRRIG.M.H.STREETIRRIGATIONLOW POINTMANHOLEG.B.H.P.INV.F.S.F.H.F.L.INVERTFLOWLINEPROPERTY LINEDWY.ELEC.E.P.F.F.CONC.C.O.SDDRIVEWAYELECTRICCONCRETECLEANOUTC.B.C&GC.L.F.C.L.BLDG.BUILDINGPROPOSED SLOPEPOINT OF CONNECTIONP.O.C.P/APLANTER AREAFLOW DIRECTIONSTORM DRAIN & GRATESTORM DRAIN AND CLEANOUTTOP OF SUBGRADET.O.S.B.O.W.BACK OF WALKVICINITY MAPNOT TO SCALESWE Map data ©2022 GooglePROJECTLOCATIONPEDESTRIAN PATH OFTRAVELEXISTING EASEMENTSTHERE ARE NO EXISTING EASEMENTS PER PRELIMINARY TITEL REPORTBY FIRST AMERICAN TITLE COMPANY [ORDER NO. 0-SA-6849565],DATED MAY 20, 2022.PROP. STORM DRAINLINELEGAL DESCRIPTIONTHAT PORTION OF LOT 27 OF ANAHEIM EXTENSION, IN THE CITY OF ANAHEIM, COUNTY OF ORANGE, STATEOF CALIFORNIA, AS SHOWN ON A MAP OF SURVEY MADE BY WILLIAM HAMEL AND FILED IN THE OFFICE OFTHE COUNTY RECORDER OF LOS ANGELES COUNTY, CALIFORNIA, A COPY OF WHICH IS SHOWN IN BOOK 3,PAGE 163 ET SEQ., ENTITLED "LOS ANGELES COUNTY MAPS" IN THE OFFICE OF THE COUNTY RECORDER OFSAID ORANGE COUNTY, DESCRIBED AS FOLLOWS:BEGINNING AT A POINT ON THE CENTER LINE OF VERMONT AVENUE, NORTHEASTERLY 762.09 FEET FROM ITSINTERSECTION OF THE NORTHERLY PROLONGATION OF THE EASTERLY LINE OF THE LAND DESCRIBED IN THECERTIFICATE OF TITLE NO. 7725 WITH SAID CENTER LINE OF VERMONT AVENUE; THENCE SOUTHWESTERLY 40.00FEET ALONG SAID CENTER LINE TO THE TRUE POINT OF BEGINNING; THENCE SOUTHEASTERLY 177.00 FEETPARALLEL WITH SAID EASTERLY LINE; THENCE SOUTHWESTERLY 52.00 FEET PARALLEL WITH SAID CENTER LINE OFVERMONT AVENUE; THENCE NORTHWESTERLY 177.00 FEET PARALLEL WITH SAID EASTERLY LINE TO SAID CENTERLINE; THENCE NORTHEASTERLY 52.00 FEET ALONG SAID CENTER LINE TO THE TRUE POINT OF BEGINNING.EXCEPT THAT PORTION THEREOF INCLUDED WITHIN VERMONT AVENUE.SAID LAND IS INCLUDED WITHIN THE AREA SHOWN ON A MAP FILED IN BOOK 11, PAGE 44 OF RECORDSURVEYS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID ORANGE COUNTY.APN: 251-051-11SITE AND BUILDING DATA:SITE ACREAGE:0.172 ACRESGROSS SQUARE FOOTAGE:7,488 SQ. FT.NUMBER OF UNITS:4TYPE OF CONSTRUCTION:TYPE VBALLOWABLE FLOOR AREA:R-1SM (WITH AREA RESTRICTION) 21,000 SQ. FT.S-2SM 40,500 SQ.FT.PROVIDED FLOOR AREA:R-16,108 SQ. FT.S-24,214 SQ. FT.OCCUPANCY:R-1/S-2PARKING TABULATION:UNIT IDENTIFICATION FOR ALL UNITS:A, B, C, AND DTENANT USAGE AND SQUARE FOOTAGE OF EACH TENANT SPACE OFALL UNITS:RESIDENTIAL, 1,206 SQ.FT.PARKING SPACES REQUIRED:9PARKING SPACES PROVIDED:9PROPOSED 3' SETBACKPROPOSED 5' SETBACK15'SETBACK18.36'10.00'18.00'8.50'9.00'18.00'4.00'4.00'466± TO NEAREST INTERSECTION - C.L. OF S. LEMON ST.EXIST. BUILDING2 STORIES TOTALAPPROX. 24-FEET HIGHEXIST. BUILDING1 STORY TOTALAPPROX. 12-FEET HIGHEXIST. BUILDING2 STORIES TOTALAPPROX. 20-FEET HIGH172± TO NEAREST FIRE HYDRANT58± TO NEAREST FIRE HYDRANTAPPLICANTLYCURGUS INVESTMENTS II, LLC14271 JEFFREY RD #119IRVINE, CA 92620SOILS ENGINEERSA GEOTECHNICAL, INC.1000 N. COAST HIGHWAY, SUITE 10 LAGUNA BEACH, CA 92651CONTACT: ANTHONY ZEPEDAPH: 714-515-9167CIVIL ENGINEERcivTEC999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694CONTACT: TOM CARCELLIPH: 949-463-8822ARCHITECTDAVID SHEEGOG ARCHITECT968 S. LADAN LANEANAHEIM, CA 92808CONTACT: DAVID SHEEGOGPH: 714-873-79195'MIN.7-FOOT BY 50-FOOTSIGHT TRIANGLE7-FOOT BY 50-FOOTSIGHT TRIANGLE10.00'2.00'24.42'1'7'3'3'2'NOTE:SHRUBS TO BE LESS THAN 24 INCHESIN THE LINE OF SITE.NOTE:PICKET FENCE ALONG TOP OFEXISTING WESTERLY WALL IN LINE OFSIGHT WILL BE REMOVED.9.72'19.74'SETBACK8.00' DRAWING NUMBER:PREPARED BY:CIVILENGINEERINGCONSULTING999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694p: 949.463.8822e: tec@civtec.netSCALE:DATE:DRAWN BY:CHECKED BY:PLOT DATE:2/24/234-UNIT MULTI-FAMILY BUILDING308 WEST VERMONT AVENUEANAHEIM, CAJN 112.03SHEET ___ OF 2THOMAS E. CARCELLI, R.C.E. #81640PER PLANSTAFFTEC2/24/232/24/23051020SCALE: 1" = 10'SWE 2PG-1.1W. VERMONT AVE.1.6%CONCEPTUAL GRADING ANDUTILITY PLAN308 WEST VERMONT AVENUEFORCONCEPTUAL GRADING AND UTILITY PLANSTATE OF CALIFORNIAANAHEIM, CA4-UNIT MULTI-FAMILY BUILDINGVERTICAL CONTROL DATUM:BENCHMARK:OCS BENCHMARK 1A-134-73ELEVATION = 158.924' (NAVD88 1990)EXIST. 2" GAS LINEEXIST. 85" WATER LINE (MNWD)EXIST. 16" WATER LINEEXIST. 6" SEWER LINEEXIST. 90" STORM DRAIN LINEEXIST. ELECT. LINE49.55 TC(49.47) FL49.58 TC(49.50) FL49.65 TC(40.57) FL50.22 FS50.15 FSJOINEXIST.JOINEXIST.50.70 TC50.39 FS50.75 FS50.90 TC50.57 FS0" CF50.96 FS51.14 FS50.35 FS50.60 FL51.2 FG(50.25) FSEXIST. BUILDINGEXIST. BUILDINGEXIST. BUILDINGEXIST. BUILDINGEXIST. BUILDING51.4 FG50.5 TGPROP. 2"±DOMESTIC WATERP.O.C. TO BUILDINGPROP. 6"± SEWERP.O.C. TO BUILDINGPROP. 4"± FIRESPRINKLER P.O.C. TOBUILDINGPROP. UNDERGROUNDINFILTRATION BMP44.9 INV IN48.0 TOP 72"Ø PIPE42.0 BOT. 72"Ø PIPEPROP. 4"± FIRE DOUBLECHECK-DETECTORBACKFLOW PREVENTIONASSEMBLY52'144'52'144' 33.0'33.0' 5.0'4.0'24.0' 0.25% C.L. EXIST. 15' WIDE DWY.23.0'CONNECT FIRE LINE TOEXIST. 16" WATER LINECONNECT 6"± SEWER LINETO EXIST. 6" SEWER LINEPROP. BACKFLOWPREVENTION ASSEMBLYPROP. UPSIZE OF EXIST. WATERMETER TO 2"± (IF REQUIRED)PROP. UPSIZE OF EXIST.WATER SERVICE LATERAL TO2"± (IF REQUIRED)C.L. PROP. 23' WIDE DWY. PER CITY STD. 114-A 10.0' CLR.NOTE:ALL PROPOSED SEWERAND STORM DRAINSYSTEMS ON-SITE SHALLBE PRIVATE.PROP. BACKFLOWPREVENTION ASSEMBLYFOR IRRIGATIONPROP. WATER METER FORIRRIGATION - 1"±PROP. 1"± WATER SERVICELATERAL FOR IRRIGATIONCONNECT IRRIGATIONSERVICE LINE TO EXIST.16" WATER LINELEGENDWVL.P.TOP OF WALLWATER VALVEWATER METERSANITARY SEWERTOP OF CURBTOP OF FOOTINGTOP OF GRATEVALVESTREET LIGHTWATERWW.M.W.V.T.F.T.W.ST.G.T.C.CHAIN LINK FENCECENTERLINEHIGH POINTROOF DRAINPOWER POLEGRADE BREAKRIGHT OF WAYFIRE HYDRANTFINISHED SURFACEFINISHED FLOOREDGE OF PAVEMENTCATCH BASINSTORM DRAINCURB & GUTTEREXISTING SPOT ELEVATIONFLOWLINEGRADE BREAK LINEEXISTING UTILITY LINE(TYPE AND SIZE AS NOTED)P.P.R.O.W.R.D.ST.IRR. OR IRRIG.M.H.STREETIRRIGATIONLOW POINTMANHOLEG.B.H.P.INV.F.S.F.H.F.L.INVERTFLOWLINEPROPERTY LINEDWY.ELEC.E.P.F.F.CONC.C.O.SDDRIVEWAYELECTRICCONCRETECLEANOUTC.B.C&GC.L.F.C.L.BLDG.BUILDINGPROPOSED SLOPEPOINT OF CONNECTIONP.O.C.P/APLANTER AREAFLOW DIRECTIONSTORM DRAIN & GRATESTORM DRAIN AND CLEANOUTTOP OF SUBGRADET.O.S.B.O.W.BACK OF WALKAPPLICANTLYCURGUS INVESTMENTS II, LLC14271 JEFFREY RD #119IRVINE, CA 92620SOILS ENGINEERSA GEOTECHNICAL, INC.1000 N. COAST HIGHWAY, SUITE 10 LAGUNA BEACH, CA 92651CONTACT: ANTHONY ZEPEDAPH: 714-515-9167CIVIL ENGINEERcivTEC999 CORPORATE DR., SUITE 100LADERA RANCH, CA 92694CONTACT: TOM CARCELLIPH: 949-463-8822ARCHITECTDAVID SHEEGOG ARCHITECT968 S. LADAN LANEANAHEIM, CA 92808CONTACT: DAVID SHEEGOGPH: 714-873-7919VICINITY MAPNOT TO SCALESWE Map data ©2022 GooglePROJECTLOCATIONAASECTION A-ANOT TO SCALEEXIST. CURB(TO BE REMOVED)9'EXIST. SIDEWALK(TO BE REMOVED)EXIST. CURB & GUTTER(TO REMAIN)(2%±)5'NEW SIDEWALK4'NEWLANDSCAPEBBSECTION B-BNOT TO SCALE3'EXIST. 6'± HIGH WALL(TO REMAIN)PROP. 12" WIDECONC. V-DITCH1%EXIST. GRADEPROP.BUILDINGWALLPROP.PARKINGSTALLSECTION C-CNOT TO SCALESECTION D-DNOT TO SCALECCEXIST. BUILDINGEXIST. GRADEPROP.DRIVEAISLEDDPEDESTRIAN PATH OFTRAVELEXISTING EASEMENTSTHERE ARE NO EXISTING EASEMENTS PER PRELIMINARY TITEL REPORTBY FIRST AMERICAN TITLE COMPANY [ORDER NO. 0-SA-6849565],DATED MAY 20, 2022.EXIST. 5'± HIGH WALL(TO REMAIN)5'EXIST. GRADEPROP. DRIVE AISLEPROP. GUTTERW/0" CURB FACE PER PLANPROP. STORM DRAINLINE2%10' MIN.FROM BLDG.NOTE:1.PROTECT ALL EXISTING UNDERGROUND AND OVERHEAD STRUCTURES IN PLACE ANDMAINTAIN PROPER WORKING CLEARANCE PER APU GUIDELINES AND GO128 ANDGO95. IT IS THE DEVELOPER'S RESPONSIBILITY TO ASCERTAIN ALL EXISTINGUNDERGROUND ELECTRICAL FACILITIES INCLUDING SECONDARY CABLE ANDCONDUITS, PRIMARY UNDERGROUND LINES, PAD MOUNT TRANSFORMER, VAULTS,AND PROTECT IN-PLACE OR RELOCATE PER APU ELECTRICAL ENGINEERINGCONSTRUCTION STANDARDS AT THE DEVELOPER'S EXPENSE. IF RELOCATION ORREMOVAL OF EXISTING FACILITIES IS REQUIRED, THE DEVELOPER MUST CONTACTELECTRICAL ENGINEERING 714-765-4211 FOR ASSISTANCE.2.CONTRACTOR SHALL CONTACT CITY OF ANAHEIM ELECTRICAL INSPECTION AT714-765-6873 TEN BUSINESS DAYS PRIOR TO BEGINNING WORK. ALL EXCAVATIONAROUND EXISTING PUBLIC UTILITIES FACILITIES SHALL BE OBSERVED BY CITYELECTRICAL INSPECTOR. IN CASE OF EMERGENCY, THE CONTRACTOR SHALLIMMEDIATELY CONTACT ELECTRIC FIELD OPERATIONS AT 714-765-5108 ANDELECTRICAL ENGINEERING AT 714-765-4211.EXIST. VAULT (OWNEDBY CITY OF ANAHEIMPUBLIC UTITLIES)- TO BE RELOCATEDPER PLANTYPICAL SECTIONVERMONT AVENUENOT TO SCALE9'EXIST. SIDEWALK(TO BE REMOVED)(2%±)5'NEW SIDEWALK4'NEWLANDSCAPE9'5'SIDEWALK4'LANDSCAPE33'33'24'24'NOTE:BUILDING PAD 6-INCHES±BELOW FINISH SURFACE- SUBJECT TO FINALSTRUCTURAL DRAWINGS.1%4%BOT.BOTTOM50.07 FS50.14 FS9.8%5%JUNCTION BOX49.63 INV 2-3" OVERFLOWOUTLET PIPES45.0 4" INV OUT TO BMP49.52 INV2-3" PIPES1%1%1%1%0.25%0.25% 0.25%0.25%0" CF50.88 FL51.42 FS0" CF50.81 FL51.39 FS51.38 FS51.21 FS0" CF50.74 FL51.31 FS0" CF50.71 FL51.26 FS0" CF50.65 FL51.21 FS50.9 FL51.0 FL(50.01) FS(8%±)PROTECT EXIST.DRIVEWAY IN PLACE19'±PROP. VEGETATED SWALEPROP. UNDERDRAIN WITHPERFORATED PIPE AND3/4" ROCKPROP. ROOF DRAIN CONNECTION- TYP.- 9 PLCS.RDRDRDRDRDRDRDRDRD0" CF50.68 FLPROP. STORM DRAINLINEPROP. UNDERDRAINPROP. VEGETATEDSWALE WITHUNDERDRAINPROP. VEGETATEDSWALE WITHUNDERDRAIN50.4 TG48.0 INV50.7 FL50.6 FLPROP. LOCALIZED ON-LOTINFILTRATION AREA49.75 FG BOTTOM50.00 FS50.0 TG46.0 INV