2020.01.29 2575 South Winchester Mixed-Use Resubmittal Set 2NIDO DRWINCHESTER BLVDTIMBER COVE DRHW 17PROJECTLOCATIONLIGHT RAILSTATIONSAFEWAYA TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 2:56:14 PM 3/4" = 1'-0"A000Cover Sheet &InformationCover Sheet & InformationADDRESS:2575 & 2585 S. WINCHESTER BLVD. CAMPBELL, CA 95008APN:30539008 & 30539007STANDARD DEVELOPMENT REGULATIONSGENERAL PLAN:MIXED USE COMMERCIAL/PROF. OFFICE/RESIDENTIALZONING:P-D PLANNED DEVELOPMENTBASE DISTRICT GUIDELINES: WINCHESTER BOULEVARD MASTER PLANC-2 & R-3NEIGHBORHOOD:CENTRAL CAMPBELLLOT AREA:.35 ACRES (15,293.6 SF)GROSS LOT SIZE:.576 ACRES (25,102.01 SF)DENSITY:UP TO 27.0 UNITS/ACRE (REFERENCING RCPO)FAR:1.5 EXCLUSIVE OF RESIDENTIAL: UP TO 21,355.5 SFSETBACKS(PER WINCHESTER BOULEVARD MASTER PLAN STANDARDS) REFER TO TABLE @ A002FRONT:0 FT FROM ROWSIDE:10 FTSTREETSIDE:10 FTREAR:8 FTMAX. HEIGHT:55 FT / 4 STORY MAXEXISTING USE:2 SINGLE FAMILY RESIDENTIAL HOMES NON-CONFORMINGPROPOSED USE:MIXED-USE DEVELOPMENTUNIT SUMMARY•RESIDENTIAL: 13 APARTMENT UNITS•RETAIL: 1 UNIT•LIVEWORK: 1 UNIT•17 ON-GROUND PARKING SPACES & 19 UNDERGROUND PARKING SPACES•TOTAL PARKING PROVIDED: 36 SPACES @ 9' X 18' EXCEEDS PER DESNITY BONUS PARKING REQUIREMENTSS. WINCHESTER MIXED-USE DEVELOPMENTPROJECT INTENTPROJECT INFORMATIONPARCEL MAPSheet ListSheetNumberSheet NameArchitecturalA000 Cover Sheet & InformationA001 Architectural Notes & SymbolsA002 SF Exhibit and Adjacent UsesA003 Residential Summary & StreetscapeA004 Project Data, Occupancy & Egress AnalysisA005 Project Data, Occupancy & Egress AnalysisA006 Site Plan, ExistingA007 Tree Assessment Plan & PhotosA008 Site Plan, ProposedA009 Parking AnalysisA010 Fire AnalysisA011 Fire Analysis, HydrantA012 Fire Analysis, Ladder AccessA013 Fire Analysis, Ladder AccessA014 Furniture & Site Amenity PlanA015 Privacy Plan & Visibility AnalysisA016 Circulation & Trash Managament PlanA017 Mail PlanA018 Below Market Rate Housing PlanA019 Utility Plan, ProposedA100 Floor Plan, BasementA101 Floor Plan, Level 1A102 Floor Plan, Level 2A103 Floor Plan, Level 3A104 Floor Plan, Level 4A105 Floor Plan, Service Area & Spec RetailA200 Roof PlanA300 ElevationsA301 ElevationsA400 SectionsA500 Specifications & DetailsArchitectural - UnitU1.0 Floor Plan, Unit 1, Live/Work, ADAU2.0 Floor Plan, Unit 2U3.0 Floor Plan, Unit 3U4.0 Floor Plan, Unit 4U5.0 Floor Plan, Unit 5U6.0 Floor Plan, Unit 6U7.0 Floor Plan, Unit 7U8.0 Floor Plan, Unit 8U9.0 Floor Plan, Unit 9U10.0 Floor Plan, Unit 10U11.0 Floor Plan, Unit 11U12.0 Floor Plan, Unit 12U13.0 Floor Plan, Unit 13U14.0 Floor Plan, Unit 14 ADACivilT1 Boundary Survey & Topographic MapC1 Title SheetC2 Topographic & Demolition PlanC3 Storm Water Control PlanC4 Basement Grading & Drainage PlanC5 Site Grading & Drainage PlanC6 Ramp Profile & Building Cross SectionsC7 City's Standard DetailsC8 Combined Utilities PlanC9 Erosion Control PlanC10 Erosion Control PlanC11 Blueprint For A Clean BayLandscapeL1 Master Planting PlanL2 Hydrozone PlanL3 Irrigation PlanL4 DetailsL5 Roof Level PlantingMEPE1.0 Site Photometric CalculationE2.0 Lighting Fixture SpecsE3.0 Site Photometric CalculationE4.0 Single-Line Diagram & Panel ScheduleP0.1 Plumbing SchedulesP0.2 Riser DiagramMiscellaneous ItemsBMP Santa Clara BMPG1 Green Building ChecklistG2 Green Building ChecklistG3 Green Building ChecklistPROJECT DATAVICINITY MAPSHEET LISTPROJECT SCOPE2575 & 2585 S. WINCHESTER BLVD.CAMPBELL, CA 95008ASSESORS PARCEL NUMBER:LOT SIZE:30539008 & 30539007DEVELOPMENT DATA:SQUARE FEET % OF SITEEXISTING PROPOSED EXISTING PROPOSED25,102.01 GROSS SQ. FT.15,293.60 NET SQ. FT.BUILDING COVERAGELANDSCAPE COVERAGEPAVING COVERAGEFLOOR AREA RATIO3,412 SF 3,793 SF 22.3% 24.8%2794 SF 62.8% 18.3%-- -- -- --22%99%ADJACENT LAND USES:USENORTHSOUTHEASTWESTPARKING:AMOUNT# STANDARD SPACES# COMPACT SPACES# DISABLED SPACES# TOTAL PARKING34TBD2LIVING AREA (SF)UNIT TYPE A UNIT TYPE B UNIT TYPE C UNIT TYPE DN/AGARAGE AREA (SF) N/ATOTAL AREA (SF) N/A# OF BEDROOMS N/ATOTAL # OF UNITS PER TYPE N/ARESIDENTIAL PROJECTS:0.22 0.9936COMMERCIALCOMMERCIALCOMMERCIALSINGLE FAMILYN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/A9,609 SFTHE INTENT OF THIS PROJECT IS TO CONSTRUCT A SUSTAINABLE DEVELOPMENT IN ACCORDANCE WITH THE CITYOF CAMPBELL.THE PROJECT SEEKS A DENSITY BONUS IN ACCORDANCE WITH STATE LAW WITH A FULL DEMOLITION OF ALLEXISTING STRUCTURES, AND A PLANNED DEVELOPMENT OF 13 NEW APARTMENT UNITS, 1 RETAIL, AND LIVE/WORKWITH ON GROUND AND UNDERGROUND PARKING TO COMPLY WITH REQUIRED CODES AND REGULATIONS.•PROPOSING A LOT LINE ADJUSTMENT TO COMBINED THE TWO INDIVIDUAL PARCELS, A PARCEL MAPAPPLICATION WOULD BE SUBMITTED•DEMO OF TWO EXISTING SINGLE FAMILY HOMES•PROPOSING A MIXED-USE / PLANNED DEVELOPMENT ON THE ADJUSTED LOT•13 APARTMENT UNITS PER CAMPBELL MUNICIPAL CODE 21.20.040 DENSITY BONUSES FOR AFFORDABLE ANDSENIOR HOUSING, AND 1 UNIT FOR LIVE/WORKUNIT FOR VERY LOW INCOME: 13 x 0.05 = 1UNIT FOR LOW INCOME: 13 x 0.1 = 1•TWO COMMERCIAL RETAIL UNITS•PROPOSED PARKING SPACES OF 36222222•REQUIRED PARKING SPACES PER CAMPBELL MUNICIPAL CODE 21.20.120 STANDARDS FOR DENSITY BONUSRESIDENTIAL DEVELOPMENT: 13 x 2 =26•PARKING SPACES FOR PARTIAL RETAIL: 2•PARKING SPACES FOR LIVE-WORK: 2 FOR RESIDENTIAL / 3 FOR COMMERCIAL•PARKING SPACES FOR CLEAN AIR / VAN POOL: 3•PARKING SPACES FOR ADA: 2•SUSTAINABLE GREEN AMENITIESSOLAR PANELS, DROUGHT TOLERANT PLANTS, SELF WATERING PLANTERS
CONCRETE PADDETAIL REFERENCENameElevationDATUMREFERENCEX#OR#KEY NOTEBUILDINGSECTION#WALL TYPEINTERIOR ELEVATIONAPPROXIMATELINE OF WORK101ADOOR TYPE1REVISIONA00WINDOW TYPEREMOVEROOM TAG1.00A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 2:56:18 PM 1/4" = 1'-0"A001Architectural Notes& SymbolsArchitectural Notes & SymbolsOWNER / CONSULTANT INDEXAABVACADADDLAFFASPHBBITUMBKGBLDGBMBRBURBDRBWCCABCBCEMCFCJCLCTLCLGCONCCPTDDRD.S.E(E)EELECEPEXTFFDNFHFINFFFLFLUORFOCFOFFOSFRFSFSLFTGFURRABOVEASPHALT CONCRETEAREA DRAINADDITIONALABOVE FINISH FLOORASPHALTBITUMINOUSBACKINGBUILDINGBEAMBACKER RODBUILT-UP-ROOFBEDROOMBOTTOM OF WALLCABINETCATCH BASINCEMENTCUBIC FEETCONTROL JOINTCLOSETCENTERLINECEILINGCONCRETECARPETDECKDRAINDOWNSPOUTEXISTINGEASTELECTRICALELECTRICAL PANELEXTERIORFOUNDATIONFIRE HYDRANTFINISHFINISH FLOORFLOW LINEFLUORESCENTFACE OF CONCRETEFACE OF FINISHFACE OF STUDFIRE RATEDFLOOR SINKFIRE SPRINKLERFOOTINGFURRINGGGALVGCGLGNDGWBGYPHHDBDHDRHDWRHDWDHTRHVACIININCANDINSULINTINVJJSTJTKKKITKPLLOCLTMMBMDFMECHMEMBMETMFR.MHMSCMTDMTLGALVANIZEDGENERAL CONTRACTORGLASSGROUNDGYPSUM WALL BOARDGYSUMHARDBOARDHEADERHARDWAREHARDWOODHEATERHEATING, VENT. & A.C.INCHINCANDESCENTINSULATIONINTERIORINVERTJOISTJOINTKIPSKITCHENKICK PLATELOCATIONLIGHTMACHINE BOLTMEDIUM DENSITY FIBERBOARDMECHANICALMEMBRANEMETALMANUFACTURERMANHOLEMISCELLANEOUSMOUNTEDMETALN(N)NN.F.V.NICNOMNPNRNTSOOAOCODOFCIOFOIPPENNPERFPERPPLPLPLASPLBGPLWDPNLPOCPPPREFABPSFPSIPTDPTRPTRWDQ(P)QTYRRRADRCPRDREFREFLREFRRETREGRO(R)NEWNORTHNET FREE VENTILTIONNOT IN CONTRACTNOMINALNO PARKINGNON-RATEDNOT TO SCALEOVERALLON CENTEROUTSIDE DIAMETER/ DIMENSIONOWNER FURNISHED CONTRACTOR INSTALLEDOWNER FURNISHED OWNER INSTALLPENETRATIONPERFORATEDPERPENDICULARPLATEPROPERTY LINEPLASTERPLUMBINGPLYWOODPANELPOINT OF CONNECTIONPERMEABLE PAVERSPREFABRICATEDPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPAINTEDPRESSURE TREATEDPRESSURE TREATED WOODPROPOSEDQUANTITYREVEAL OR RISERRADIUSREINFORCED CONCRETE PIPEROOF DRAINREFERENCEREFLECTEDREFRIGERATORRETAINING OR RETARDANTREGISTERROUGH OPENINGREPLACEABBREVIATIONSSSCDSCHDSDSECTSEDSFSHRSHTSHTGSIMSJSLSLDSMSMDSOFSOGSPDSPEC/SSQSSSSDSTCSTDSTLSTORSTRLSYTT&BT>CTOCTOPTOSTRDTWUULUTILVVCPVERTVWWWCWDWDWW/OWPWPTWRSEE CIVIL DRAWINGSSCHEDULESTORM DRAINSECTIONSEE ELECTRICAL DRAWINGSSQUARE FOOT OR FEETSHOWERSHEETSHEATHINGSIMILARSEISMIC JOINTSEALANTSEE LANDSCAPE DRAWINGSSHEET METALSEE MECHANICAL DRAWINGSSOFFITSLAB ON GRADESEE PLUMBING DRAWINGSSPECIFICATIONSQUARESANITARY SEWERSEE STRUCTURAL DRAWINGSSOUND TRANSMISSION COEFFICIENTSTANDARDSTEELSTORAGESTRUCTURALSQUARE YARDTOP AND BOTTOMTONGUE AND GROOVETOP OF CURBTOP OF CONCRETETOP OF PAVINGTOP OF STEELTREADTOP OF WALLUNDERWRITERS LABORATORIESUTILITIESVITREOUS CLAY PIPEVERTICALATTIC VENTWEST OR WIDTHWATER CLOSETWOODWINDOWWITHOUTWATER PROOFWORKING POINTWATER RESISTANTGENERAL NOTESPUBLIC WORK & SITE WORK NOTESOWNER:MOHAMMAD AGHA5739 CAMDEN AVE.,SAN JOSE, CA 95124(408) 661-0187MIKE_AGHA@YAHOO.COMGENERAL CONTRACTOR:TBDARCHITECT:GKW ARCHITECTS, INC., AIA, LEED GA710E MCGLINCY LANE, SUITE 109,CAMPBELL CA 95008408-796-1845GORDONKWONG@GKWARCHITECTS.COMWWW.GKWARCHITECTS.COMSTRUCTURAL:TBDCIVIL & LANDLC ENGINEERING , NINH LE598 EAST SANTA CLARA ST, SUITE 270SAN JOSE, CA 95112408-806-7187NLE@LCEGINEERING.NETWWW.LCENGINEERING.NETGEOTECHNICAL:GEO-ENGINEERING SOLUTIONS, ERIC SWENSON2570 SAN RAMON VALLEY BLVD., SUITE A102SAN RAMON, CA 94583925-433-0450 | ESWENSON@GEO-ENG.NETWWW.GEO-ENG.NETLANDSCAPE ARCHITECT:HEID LANDSCAPE, JEFFREY HEID6179 ONEIDA DR, SAN JOSE, CA 95123408-691-5207 | WJHEIDASLA@COMCAST.NETMECHANICAL, ELECTRICAL, & PLUMBING:MR ENGINEERING CONSULTANTS INC -MEP, RAMIL BATIANCILA39176 STATE STREET, SUITE F, FREMONT, CA 94539510-509-2362 | RAMIL@MRENGCON.COMUTILITY:TARRAR UTILITY CONSULTANTS INC, NICK DELGADO813 FIRST ST., BREADWOOD, CA 94513925-240-2595 | NDELGADO@TARRAR.COMTITLE - 24 ENERGY:CARSTAIRS ENERGY, TIMOTHY CARSTAIRSPO BOX 4736, SAN LUIS OBISPO, CA 93403805-904-9048 | TITLE24@YAHOO.COMWWW.CARSTAIRSENERGY.COMARBORIST:HORTSCIENCE, RYAN GILPIN325 RAY ST., PLEASANTON, CA 94566925-484-0211 | RYAN@HORTSCIENCE.COMACOUSTIC:MEI-WU ACOUSTICS, INC1650 BOREL PL., STE 234, SAN MATEO, CA 94402650-592-1675 | MEIWU@MEI-WU.COMAIR QUALITY:RCH GROUP, INC11060 WHITE ROCK RD, STE 150-ARANCHO CORDOVA, CA 95670360-536-8081 | MRATTE@THERCHGROUP.COMCITY OF CAMPBELL DEPARTMENT OF PLANNING ANDDEVELOPMENT70 N FIRST ST.CAMPBELL, CA 95008408-866-21401. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO CHECK ANDVERIFY ALL DIMENSIONS AND CONDITIONS INDICATED ON THESE DRAWINGS AND MAKEKNOWN ANY DISCREPANCIES PRIOR TO COMMENCING THEIR WORK.2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE REGULATIONSINCLUDING BUT NOT LIMITED TO NATIONAL, CITY, STATE, LOCAL CODES AND ORDINANCESWHICH MAY BE IN EFFECT. ALL MATERIALS, INSTALLATION PROCEDURES AND PLANS SHALLBE APPROVED BY ALL APPLICABLE CODE ENFORCEMENT AUTHORITIES HAVINGJURISDICTION, AND IT SHALL BE THE CONTRACTOR;S RESPONSIBILITY TO OBTAIN AND PAYFOR ALL NECESSARY PERMITS AND APPROVALS FOR THE WORK.3. THESE DRAWINGS ARE INTENDED FOR USE IN A NEGOTIATED CONSTRUCTION CONTRACTAND THEREFORE, MAY NOT SPECIFICALLY DETAIL OR SPECIFY MATERIAL AND / ORMANUFACTURERS. THE CONTRACTOR SHALL PROVIDE ALL SAMPLES AND OR CUTS ASREQUIRED TO ASSIST OWNER OR HIS AGENT IN MAKING MATERIAL SELECTIONS. FOR THEPURPOSE OF ESTIMATING, THE CONTRACTORS SHALL USE THE MATERIALS SELECTED BYTHE OWNER, OR IN ABSENCE OF SAME. SHALL PROVIDE AN ALLOWANCE AMOUNT AND SOCONDITION ANY COST ESTIMATE. ALL MATERIALS SPECIFIED IN THESE DRAWINGS SHALL BEINCLUDED IN SUCH ESTIMATE.4. NO GUARANTEE OF QUALITY OF CONSTRUCTION IS IMPLIED OR INTENDED BY THEARCHITECTURAL DOCUMENTS, AND THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITYFOR ANY OR ALL CONSTRUCTION DEFICIENCIES.5. THE GENERAL CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY AND DEFEND THEARCHITECT FROM ANY ACTION INITIATED BY THE OWNER OR ANY SUBSEQUENT OWNERS FORCONSTRUCTION DEFICIENCIES, MODIFICATIONS OR SUCH CONDITIONS WHICH MAY BEBEYOND THE CONTROL OF THE ARCHITECT.6. ALL WORK SHALL COMPLY WITH AND RECORD THE CONDITIONS OF ALL EXISTING SITEIMPROVEMENTS INCLUDING PAVED AREAS. THE GENERAL CONTRACTOR SHALL MAKEKNOWN ALL EXISTING DAMAGED OR DISREPAIR ITEMS AND CONDITIONS THAT MAY WORSENDUE TO THE CONSTRUCTION. ALL ITEMS IN GOOD CONDITION SHALL BE MAINTAIN IN THEIRPRESENT CONDITION AND ANY REPAIR OR DAMAGE WHICH OCCURS DURING CONSTRUCTIONSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.7. CONTRACTOR SHALL THOROUGHLY EXAMINE THE SITE AND SATISFY HIM OR HERSELF AS OFTHE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. THE CONTRACTOR SHALLVERIFY AT THE SITE ALL MEASUREMENTS AFFECTING HIS OR HER WORK AND SHALL BERESPONSIBLE FOR THE CORRECTNESS OF SAME. NO EXTRA COMPENSATION WILL BEALLOWED TO THE CONTRACTOR FOR THE EXPENSES DUE TO HIS OR HER NEGLECT TOEXAMINE OR FAILURE TO DISCOVER CONDITIONS WHICH MAY AFFECT HIS OR HER WORK.8. ALL WORK SHALL BE COORDINATED WITH THE STRUCTURAL, MECHANICAL, ELECTRICAL,PLUMBING, ARCHITECTURAL, FIRE PROTECTION AND LIGHTING DRAWINGS APPLYING TO THISPROJECT PRIOR TO SUBMITTING SHOP DRAWINGS FOR FABRICATION APPROVAL.9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH ALL INVOLVEDPARTIES AND PREPARE SHOP DRAWINGS.10. PAINT COLOR MUST BE SPECIFIED PRE-ENTITLEMENT FOR THIS PROJECT; PLEASE PROVIDECOLOR AND MATERIAL SHEET INDICATING THE PROPOSED EXTERIOR COLORS ANDMATERIALS WITH MANUFACTURER SPECIFICATION DETAILS.11. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED TO COMPLETETHE WORK OR TO MAKE ITS PARTS FIT TOGETHER PROPERLY WITHOUT COMPROMISING THEQUALITY OF THE WORK.12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING, SHORING, ANDPROTECTING ALL WORK DURING CONSTRUCTION, AGAINST DAMAGE, BREAKAGE, COLLAPSE,DISTORTIONS, AND OFF ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOODPRACTICE.13. ALL PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE LATEST ADOPTEDCITY STANDARDS. THE STORING OF GOOD AND MATERIALS ON SIDEWALK AND/ OR STREETSHALL NOT BE ALLOWED UNLESS THE CONTRACTOR HAS APPLIED AND SECURED ASPECIAL PERMIT WHICH ALLOW SUCH STORAGE TO BE PLACED.14. OWNERSHIP OF DRAWINGS: THESE DRAWINGS ARE THE PROPERTY OF GKW ARCHITECTS --GORDON WONG, ARCHITECT, THE DRAWINGS SHALL NOT BE USED FOR ANY OTHER PURPOSEEXCEPT AS APPROVED BY THE ARCHITECT.15. LIMITATION OF THE WORK: THE LIMITS OF THE WORK ARE ESTABLISHED BY THE DRAWINGS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING TRADESMEN WITH THESELIMITS.16. PIOR TO ISSUANCE OF THE BUILDING PERMIT A SANITARY SEWER HOOKUP PERMIT (ORCLEARANCE LETTER) MUST BE OBTAINED AND A COPY OF THE PERMIT MUST BE SUBMITTEDTO THE BUILDING DEPARTMENT.17. A RESPONSIBILITY TO ENSURE THE PROJECT IS BEING BUILT IN COMPLIANCE WITH THECONDIITIONS OF APPROVAL.18. A BUILDING PERMIT APPLICATION SHALL BE REQUIRED FOR THE PROPOSED MULTI- UNITRESIDENTIAL PROJECT. THE BUILDING PERMIT SHALL INCLUDEELECTRICAL/PLUMBING/MECHANICAL FEES WHEN SUCH WORK IS PART OF THE PERMIT.19. THE CONDITIONS OF APPROVAL SHALL BE STATED IN FULL ON THE COVER SHEET OFCONSTRUCTION PLANS SUBMITTED FOR BUILDING PERMIT.20. THE MINIMUM SIZE OF CONSTRUCTION PLANS SUBMITTED FOR BUILDING PERMITS SHALL BE24 IN. X 36 IN.21. THIS PROJECT REQUIRES PLANS PREPARED UNDER THE DIRECTION AND OVERSIGHT OF ACALIFORNIA LICENSED ENGINEER OR ARCHITECT. PLANS SUBMITTED FOR BUILDING PERMITSSHALL BE “WET STAMPED” AND SIGNED BY THE QUALIFYING PROFESSIONAL PERSON.22. A PAD CERTIFICATE PREPARED BY A LICENSED CIVIL ENGINEER OR LAND SURVEYOR SHALLBE SUBMITTED TO THE PROJECT BUILDING INSPECTOR UPON FOUNDATION INSPECTION. THISCERTIFICATE SHALL CERTIFY COMPLIANCE WITH THE RECOMMENDATIONS AS SPECIFIED INTHE SOILS REPORT AND THE BUILDING PAD ELEVATION AND ON-SITE RETAINING WALLLOCATIONS AND ELEVATIONS ARE PREPARED ACCORDING TO APPROVED PLANS.HORIZONTAL AND VERTICAL CONTROLS SHALL BE SET AND CERTIFIED BY A LICENSEDSURVEYOR OR REGISTERED CIVIL ENGINEER FOR THE FOLLOWING ITEMS: PAD ELEVATION,FINISH FLOOR ELEVATION (FIRST FLOOR), FOUNDATION CONER LOCATIONS.23. CALIFORNIA TITLE 24 ENERGY STANDARDS COMPLIANCE FORMS SHALL BE BLUE-LINED ONTHE CONSTRUCTION PLANS. COMPLIANCE WITH THE STANDARDS SHALL BE DEMONSTRATEDFOR CONDITIONING OF THE BUILDING ENVELOPE AND LIGHTING OF THE BUILDING.24. WHEN A SPECIAL INSPECTION IS REQUIRED BY C.B.C. CHAPTER 17, THE ARCHITECT ORENGINEER OF RECORD SHALL PREPARE AN INSPECTION PROGRAM THAT SHALL BESUBMITTED TO THE BUILDING OFFICIAL FOR APPROVAL PRIOR TO ISSUANCE OF THE BUILDINGPERMITS, IN ACCORDANCE WITH C.B.C CHAPTER 1, SECTION 106. PLEASE OBTAIN CITY OFCAMPBELL, SPECIAL INSPECTION FORMS FROM THE BUILDING INSPECTION DIVISIONCOUNTER.25. THE PROJECT REQUIRES THE FOLLOWING AGENCY APPROVAL PRIOR TO ISSUANCE OF THEBUILDING PERMIT: WEST VALLEY SANITATION DISTRICT, SANTA CLARA COUNTY FIREDEPARTMENT, SCHOOL DISTRICT(CAMPBELL UNION SCHOOL DISTRICT, CAMPBELL UNIONHIGH SCHOOL DISTRICT, MORELAND SCHOOL DISTRICT, CAMBRIAN SCHOOL DISTRICT), BAYAREA AIR QUALITY MANAGEMENT DISTRICT (DEMOLITIONS ONLY), SANTA CLARA COUNTYDEPARTMENT OF ENVIRONMENTAL HEALTH.26. THIS PROJECT SHALL BE PROPERLY ENCLOSED WITH CONSTRUCTION FENCING TO PREVENTUNAUTHORIZED ACCESS TO THE SITE DURING CONSTRUCTION. THE CONSTRUCTION SITESHALL BE SECURED TO PREVENT VANDALISM AND/OR THEFT DURING HOURS WHEN NOWORK IS BEING DONE. ALL PROTECTED TREES SHALL BE FENCED TO PREVENT DAMAGE TOROOT SYSTEMS.27. THIS PROJECT SHALL FULLY COMPLY WITH CHAPTER 11A CBC 2016.28. PG&E SHOULD BE CONSULTED CONCERNING SERVICE INSTALLATIONS, CHANGES AND/ORRELOCATIONS, UTILITY EASEMENTS, DISTRIBUTION POLE LOCATIONS AND REQUIREDCONDUCTOR CLEARANCES.1.CONTRACTOR IS RESPONSIBLE FOR DUSTCONTROL AND INSURING AREA ADJACENT TOWORK IS LEFT IN A CLEAN CONDITION.2.UTILIZE BEST MANAGEMENT PRACTICES (BMP'S),AS REQUIRED BY THE STATE WATER RESOURCESBOARD, FOR ANY ACTIVITY, WHICH DISTURBSSOIL.3.CONTRACTOR SHALL SCRAPE ALL SMOKE OR FIREDAMAGED MEMBERS CLEAN, ANY FRAMINGMEMBERS THAT LOSE MORE THAN 1/16" OFMATERIAL PER SURFACE MUST BE REPLACED ORREPAIRED. SMOKE DAMAGED MEMBERS MUST BECLEANED AND SEALED.4.CONTRACTOR IS RESONSIBLE FOR ALL TEST,INSPECTIONS, AND PROCEDURAL REQUIREMENTSPER CITY OF CAMPBELL.5.OPERABLE SMOKE DETECTORS MUST BE IN PLACEPRIOR TO BE OCCUPY DWELLINGS PER C.M.C.6.PLUMBING & ELECTRICAL SURVEY REQUIRED FORMETER RELEASE.7.ADDITIONS, ALTERATIONS OR REPAIRS SHALLCONFORM TO ANY BUILDING OR STRUCTUREWITHOUT REQUIRING THE EXISTING BUILDING ORSTRUCTURE TO COMPLY WITH ALL THEREQUIREMENTS OF THE UBC, PROVIDED THEADDITION, ALTERATION, OR REPAIR CONFORMS TOTHAT REQUIRED FOR NEW BUILDING ORSTRUCTURE PER UBC SECTION 3403.28.CONTRACTOR TO VERIFY SIZE & LOCATIONS OFALL UTILITY CONNECTIONS.9.CONTRACTOR TO PROVIDE ALL NEW UTILITYCONNECTIONS AND/ OR UPGRADE EXISTING ASREQUIRED. CONTRACTOR SHALL OBTAIN ALLNECESSARY PERMITS AND APPROVALS ASREQUIRED BY GOVERNING AGENCIES.10.CONTRACTOR SHALL OBTAIN ALL NECESSARYDEMOLITION PERMITS AND APPROVALS INCLUDINGABESTOS ABATEMENT AS PART OF THE BASE BID.11.DEFERRED SUBMITTAL - ALL FIRE SPRINKLERSYSTEM DESIGN AND CALCULATION.GRAPHIC SYMBOLS•2019 CALIFORNIA BUILDING CODE•2019 CALIFORNIA HISTORICAL BUILDING CODE•2019 CALIFORNIA MECHANICAL CODE•2019 CALIFORNIA PLUMBING CODE•2019 CALIFORNIA ENERGY CODE•2019 CALIFORNIA FIRE CODE•2019 CALIFORNIA GREEN BUILDING CODE•2019 INTERNATIONAL BUILDING CODE•2019 CAMPBELL MUNICIPAL CODE•ALL OTHER STATE AND LOCAL LAWS, ORDINANCESAND REGULATIONSAPPLICABLE CODES22AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ONE-AND TWO-FAMILY DWELLINGS AS FOLLOWS: 1. IN ALL NEW ONE- AND TWO-FAMILYDWELLINGS AND IN EXISTING ONE-AND TWO-FAMILY DWELLINGS WHEN ADDITIONS ARE MADE THAT INCREASE THE BUILDING AREA TO MORE THAN 3,600 SQ FT. EXCEPTION: AONE-TIME ADDITION TO AN EXISTING BUILDING THAT DOES NOT TOTAL MORE THAN 1,000 SQ FT OF BUILDING AREA. 2. IN ALL NEW BASEMENTS AND IN EXISTING BASEMENTSTHAT ARE EXPANDED. EXCEPTION: EXISTING BASEMENTS THAT ARE EXPANDED BY NOT MORE THAN 50%. NOTE: THE OWNER(S), OCCUPANT(S) AND ANY CONTRACTOR(S) ORSUBCONTRACTOR(S) ARE RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO DETERMINE IF ANY MODIFICATION OR UPGRADE OF THEEXISTING WATER SERVICE IS REQUIRED. A STATE OF CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A COMPLETEDPERMIT APPLICATION AND APPROPRIATE FEES TO THIS DEPARTMENT (FIRE DEPARTMENT SANTA CLARA COUNTY) FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THEIRWORK. CRC SEC. 313.2 AS ADOPTED AND AMENDED BY CMC.FIRE SPRINKLERS REQUIRED:2
ADJACENT USES•EXISTING SINGLE FAMILY RESIDENTIAL•EXISTING COMMERCIAL PLAZA•EXISTING BUSINESS PLAZA•ENTERPRISE RENT-A-CAR•ECONOMY LUMBER COMPANY•FERMENTATION SOLUTIONS•LOS GATOS CREEK TRAIL•PAWS CROSSING PET RESORT•BIOREFERENCE LABORATORIES•LA MANCHA APARTMENTS•MOTORPOOL AUTOMOTIVETOTAL GROSS LOT SF ANALYSISGROSS LOT SF IS DETERMINED BY CALCULATING TO THE CENTER LINE OF THEABUTTING ROAD:TOTAL WIDTH OF S. WINCHESTER BLVD:80' = OFFSET 40' FROM PROPERTY LINETOTAL WIDTH OF FRIAR WAY:60' = OFFEST 30' FROM PROPERTY LINETOTAL GROSS LOT SF:.576 AC. (25,102.01 SF)NUMBER OF UNITS ALLOWED:CONFORMING UNITS ALLOWED: (27 UNITS / GR. AC) x (.576 AC) = 15.5DWELLING UNITSTOTAL UNITS ALLOWED:15.5 UNITSTOTAL UNITS PROPOSED:13 UNITS + 1 LIVE / WORK2PROPOSEDPROJECTWINCHESTERBOULEVARDAREA 1ZONING R-3BUILDING SETBACKFRONT SETBACK 0 FT, ROWREAR SETBACK 8 FTSIDE SETBACK 10 FTSTANDARDS PER CAMPBELL MUNICIPAL CODE:15 FT, ROW8 FT10 FT15 FT, ROW5 FT MIN.*5 FT MIN.*20 FT5 FT MIN.*5 FT MIN.*STREET SIDE 10 FTBUILDING HEIGHT 55 FT / 4 STORIESBUILDING FRONTAGE 200' MAX.---55 FT / 4 STORIES200' MAX15 FT35 FT---12 FT40 FT / 3 STORIES---NOTE (5 FT MIN.*) : A MINIMUM OF 5 FT OR ONE HALF THE HEIGHT OF THE BUILDING WALL ADJACENT TOTHE SIDE PROPERTY LINE (WHICHEVER IS GREATER).MAX. FLOOR AREA 1.5MAX. LOT COVERAGE ---1.5---0.440%0.5540%NOTE:• THIS PROJECT IS ATTEMPTING TO FOLLOW THE WINCHESTER BOULEVARD MASTER PLAN "MIXED-USE CIVIL" BOULEVARD (AREA 1)• THE FRONT SETBACK OF 15 FT DOES NOT APPLY TO THIS PROJECT AS THIS PROJECT ISPROPOSING 17 FT SETBACK FOR STREET DEDICATION AND PRIVATE LANDSCAPEZONING C-210 FT10 FT5 FT MIN.*10 FT75 FT---0.4---P-O(PROFESSIONALOFFICE)2A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 2:56:20 PMAs indicatedA002SF Exhibit andAdjacent UsesSF Exhibit and Adjacent UsesPROJECT SUMMARY TABLE OF STANDARDS
2575 & 2585 S. WINCHESTER AVE / PROJECT LOCATION108 FRIAR AVE / ADJACENT NEIGHBORRETAIL STORES / ADJACENT NEIGHBORSINGLE FAMILY RESIDENTIALPLANNED RESIDENTIAL DEVELOPMENTCOMMERCIALA TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 2:56:29 PM 1/16" = 1'-0"A003ResidentialSummary &StreetscapeResidential Summary & Streetscape 1/16" = 1'-0"1StreetscapeLEVEL 1,UNIT 1, ADA# BEDROOM# BATHROOMPRIVATE OPEN SPACEUNIT 1, LIVE / WORK, ADA - RESIDENTIAL# BEDROOM# BATHROOMPRIVATE OPEN SPACE 922.52 SF2265.49 SF670.2 SF21UNIT 1 PROJECT DATA SUMMARY83.71 SFRESIDENTIAL SUMMARYLEVEL 2,UNIT 2# BEDROOM# BATHROOMPRIVATE OPEN SPACEUNIT 3 - VERY LOW INCOME# BEDROOM# BATHROOMPRIVATE OPEN SPACE 809.27 SF21.5367.75 SF701.92 SF21.5UNIT 2 - 7 PROJECT DATA SUMMARY325.39 SFUNIT 4# BEDROOM# BATHROOMPRIVATE OPEN SPACEUNIT 5# BEDROOM# BATHROOM879.98 SF21.5120.33 SF626.04 SF21PRIVATE OPEN SPACEUNIT 6# BEDROOM# BATHROOMPRIVATE OPEN SPACE---995.3 SF2280.71 SFUNIT 7 - LOW INCOME# BEDROOM# BATHROOMPRIVATE OPEN SPACE838.96 SF21---LEVEL 3,UNIT 8# BEDROOM# BATHROOMPRIVATE OPEN SPACEUNIT 9# BEDROOM# BATHROOMPRIVATE OPEN SPACE 547.03 SF21174.43 SF628.22 SF21UNIT 8 - 12 PROJECT DATA SUMMARY---UNIT 10# BEDROOM# BATHROOMPRIVATE OPEN SPACEUNIT 11# BEDROOM# BATHROOM792.32 SF2254.25 SF706.78 SF21.5PRIVATE OPEN SPACEUNIT 12# BEDROOM# BATHROOMPRIVATE OPEN SPACE26.51 SF635.46 SF21---LEVEL 4,UNIT 13# BEDROOM# BATHROOMPRIVATE OPEN SPACEUNIT 14, ADA# BEDROOM# BATHROOMPRIVATE OPEN SPACE 794.41 SF21.5---849.46 SF22UNIT 13 - 14 PROJECT DATA SUMMARY99.4 SFEXISTING PROPERTY - SINGLE FAMILY RESIDENTIAL HOMES0'8'16'32'64'NOTE:PER INCLUSIONARY HOUSING ORDIANCE, 15% OF THE UNITS MUST BEAFFORDABLE.THIS PROJECT PROPOSES 13 RESIDENTIAL UNITS + 1 UNIT FOR LIVE/WORK ANDTHUS, 2 RESIDENTIAL UNITS MUST BE AFFORDABLE.UNIT 3 - VERY LOW INCOMEUNIT 7 - LOW INCOMEUNIT 12 - LOW INCOME2222222222222222222
UPDNUPNorthRETAIL 1GRADE PARKINGSERVICESTRASHUNDERGROUNDPARKINGELEV.BOILERS. WINCHESTER BVLD.FRIAR WAYRES.CIRC.CIRC.ACCESSIBLE PATHOF TRAVEL9’ X 20’ PARKING9’ X 18’ PARKING2RETAIL 2A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 2:56:32 PM 1" = 20'-0"A004Project Data,Occupancy &Egress AnalysisProject Data, Occupancy & Egress AnalysisOCCUPANCY CLASSIFICATION (CHAPTER 3)PRIMARY USE:RESIDENTIAL / APARTMENTSOCCUPANCIES:R2 AND S2 (PARKING BASEMENT)MIXED OCCUPANCIESPER CBC 2019 SECTION 311.3OCCUPANCY & EGRESS ANALYSISFIRE PROTECTION FEATURES (CHAPTER 7)FIRE-RESISTANCE RATING OF BUILDING ELEMENTS, COMPONENTS ORASSEMBLIES SHALL BE DETERMINED IN ACCORDANCE WITH THE TESTPROCEDURES SET FORTH IN ASTM E 119 OR UL 263 OR IN ACCORDANCE WITHSECTION 703.3.703.4 AUTOMATIC SPRINKLERSUNDER THE PRESCRIPTIVE FIRE RESISTANCE REQUIREMENTS OF THIS CODE, THEFIRE-RESISTANCE RATING OF A BUILDING ELEMENT, COMPONENT OR ASSEMBLYSHALL BE ESTABLISHED WITHOUT THE USE OF AUTOMATIC SPRINKLERS OR ANYOTHER FIRE SUPPRESSION SYSTEM BEING INCORPORATED AS PART OF THEASSEMBLY TESTED IN ACCORDANCE WITH THE FIRE EXPOSURE, PROCEDURESAND ACCEPTANCE CRITERIA SPECIFIED IN ASTM E119 OR UL 263.SECTION 707 FIRE BARRIERSMIXED OCCUPANCIES SEPARATIONBUILDING EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLERSYSTEM SHALL REQUIRE A 1 HOUR FIRE SEPARATION. (PER TABLE 508.4).AUTOMATIC SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED INACCORDANCE WITH CBC 2016 SECTION 903.3.1 THROUGH 903.51- HOUR FIRE BARRIERS OR HORIZONTAL ASSEMBLIES USED FORINCIDENTAL USE SEPARATIONS IN BUILDING OF TYPE IIB, IIIB, AND VBCONSTRUCTION IS NOT REQUIRED TO BE FIRE-RESISTANCE RATED UNLESSREQUIRED BY OTHER SECTIONS OF THIS CODE. (PER SECTION 509.4.1)BUILDING AREALEVEL9,832.23 SFBASEMENT3,039.72 SFLEVEL 16,924.09 SFLEVEL 25,151.38 SFLEVEL 33,791.07 SFLEVEL 428,738 SF (F.A. NOT BASED ON CITY'S DEF.)TOTAL BUILDING AREAGENERAL BUILDING HEIGHTS AND AREAS (CHAPTER 5)CONSTRUCTION TYPE:BASEMENT & FLOOR 1 TYPE 1-BFLOOR 2 - 4TYPE V-ABASIC ALLOWABLE HEIGHT/AREAS: (PER CBC 2016 TABLE 503 & EXCEPTION PERCBC 2016 SECTION 504.2 WITH SPRINKLER)GROUPCONSTRUCTION TYPEALLOWABLE AREA / HT.ALLOWABLE # OF STORIESBASEMENTTYPE I-B237,000 SF / 160 FT.12 STORIESMIXED-USE LVL 1TYPE I-B237,000 SF / 160 FT.12 STORIESPERMITTED AREA INCREASE IS EQUIPPED WITH AUTOMATIC SPRINKLERSYSTEM. (PER CBC 2016 SECTION 506.1)FIRE PROTECTION RATING (HRS) FOR BUILDING ELEMENTS (PER TABLE601).BUILDING ELEMENTS FOR TYPE I-B AND TYPE V-ABUILDING ELEMENTPRIMARY STRUCTURAL FRAMEBEARING WALLS - EXTERIORBEARING WALLS - INTERIORNONBEARING WALLS AND PARTITIONS - EXTERIORNONBEARING WALLS AND PARTITIONS - INTERIORFLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERSROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERSTYPE I-BTYPE V-A2 HRS1 HRS2 HRS1 HRS2 HRS1 HRS2 HRS0 HRS2 HRS1 HRS1 HRS1 HRSFIRE-RESISTANCE RATING FOR EXTERIOR WALLS BASE ON FIRE SEPARATIONDISTANCE (PER TABLE 602)1 HRS1 HRS705.8 PROPOSED OPENINGS (PER TABLE 705.8)NORTH WALLFIRE SEPARATION DISTANCE (FT)DEGREE OF OPENING PROTECTION20 TO LESS THAN 25ALLOWABLE AREALEVEL 1LEVEL 2 - 425 TO LESS THAN 30UNPROTECTED, SPRINKLERED (UP, S)UNPROTECTED, SPRINKLERED (UP, S)NO LIMITNO LIMIT703.6 FIRE-RESISTANCE-RATED GLAZINGFIRE-RESISTANCE-RATED GLAZING, WHEN TESTED IN ACCORDANCE WITH ASTME119 OR UL 263 AND COMPLYING WITH THE REQUIREMENTS OF SECTION 707, SHALLBE PERMITTED. FIRE-RESISTANCE-RATED GLAZING SHALL BEAR A LABEL MARKEDIN ACCORDANCE WITH TABLE 716.3 ISSUED BY AN AGENCY AND SHALL BEPERMANENTLY IDENTIFIED ON THE GLAZING.707.3. FIRE RESISTANCE RATING FOR FIRE BARRIEROCCUPANCY GROUPFIRE-RESISTANCE RAITING (HRS)2 HRSS-2R-22 HRS707.5 CONTINUITYFIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION ORFLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOFSHEALTHING, SLAB OR DECK ABOVE AND SHALL BE SECURELY ATTACHEDTHERETO. SUCH FIRE BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALEDSPACE, SUCH AS THE SPACE ABOVE A SUSPENDED CEILING.708.1 CORRIDOR WALLS (PER TABLE 1020.1)OCCUPANCY GROUPOCCUPANT LOAD SERVED BY CORRIDORGREATER THAN 30S-2R-2GREATER THAN 10REQUIRED FIRE-RESISTANCE RATING (HRS)0 HR W/ SPRINKLER SYSTEM1 HR W/ SPRINKLER SYSTEM711.2 HORIZONTAL ASSEMBLIES - FIRE RESISTANCE RATINGFLOOR ASSEMBLY THAT SEPARATES MIXED OCCUPANCIES (PER TABLE508.4) SHALL NOT BE LESS THAN REQUIRED BY BUILDING TYPE: 1 HOUROCCUPANCY R2 / R2 = 1 HOUR (FIRE ELEMENT)OCCUPANCY R2 / S2 = 2 HOUR716.5 OPENING FIRE PROTECTIONFIRE WALLS AND FIRE BARRIERS @ 2 HRS: 1.5 HRSCORRIDOR WALLS @ 1 HR: 1/3 HRSMEANS OF EGRESS (CHAPTER 10)TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE ONE OF THE FOLLOWING CONDITIONS EXISTS:1. OCCUPANT LOAD OF THE SPACE EXCEEDS OF THE VALUES IN TABLE 1015.12. COMMON PATH OF EGRESS TRAVEL EXCEEDS ONE OF THE LIMITATIONS OF SECTION 1014.3.WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, THESEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF THE LGENTH OF THE MAXIMUMOVERALL DIAGONAL DIMENSION OF THE AREA SERVED.FEETREQUIRED SEPARATION181' - 8"BASEMENT136' - 10"LEVEL 1143' - 3"LEVEL 2133' - 11"LEVEL 3128' - 4"LEVEL 4MAXIMUM OVERALL DIAGONAL DIMESION:REQUIREDREQUIRED SEPARATION(1/3) x 181'-8" = 60' - 6”BASEMENT(1/3) x 136’-10” = 45’ - 6”LEVEL 1(1/3) x 143’-3” = 47’ - 9”LEVEL 2(1/3) x 133’-11” = 44’ - 7”LEVEL 3(1/3) x 128’-4” = 42’ - 9”LEVEL 4SEPARATION DISTANCE OF DOORS:PROVIDED141’ - 7”62’ - 0”110’ - 0”121’ - 7”73’ -10”{OK}CHECK{OK}{OK}{OK}{OK}1017.2 EXIT TRAVEL DISTANCEWITHOUT SPRINKLEROCCUPANCY300 FTS-2 | BASEMENTNOT PERMITTEDR-2NOT PERMITTEDLEVEL 2NOT PERMITTEDLEVEL 3NOT PERMITTEDLEVEL 4WITH SPRINKLER400 FT250 FT250 FT250 FT250 FT141’ - 7”(P) MAX. DIST62’ - 0”110’ - 0”121’ - 7”73’ - 10”{OK}CHECK{OK}{OK}{OK}{OK}LEVEL 1 1" = 20'-0"1Site Assessibility DiagramCORRIDOR, FIRE-RESISTANCE RATING (TABLE 1020.1)OCCUPANTLOAD SERVEDBY CORRIDOROCCUPANCYGREATER THAN 30S-2GREATER THAN 10R-2REQUIRED FIRE RESISTANCE RATING (HRS)W/O SPRINKLERSW/ SPRINKLERS1 HR0 HR1 HR1 HR0'10'20'40'80'RESIDENTIAL LVL 2-4TYPE V-A36,000 SF / 70 FT.3 STORIESNOTE:VERTICAL CLEARANCE ON THE ACCESSIBLEENTRANCES / PATH OF TRAVEL IS PROPOSED TOBE 9' - 0" WHICH EXCEEDS THE MINIMUM HEIGHT OF8' - 2". PLEASE SEE SHEET A300 AND A301 TODEMONSTRATE THE VERTICAL CLEARANCE.22
UPDNUPREF.UPDNUPDNUPREF.DWDWREF.DWREF.UPDNDNREF.DWREF.DWDNUNIT 1LIVE / WORKEXIT DOOR 31X 36"EXIT DOOR 41X 36"136'-10"5353RETAIL 1LIVE / WORKRETAIL 22EXIT DOOR 11X 36"EXIT DOOR 21X 36"181"-8"UNIT 5UNIT 4UNIT 3UNIT 2UNIT 6UNIT 7143'-3"1515UNIT 9UNIT 8UNIT 10UNIT 11UNIT 12133'-11"1010UNIT 13UNIT 14128'-4"45A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 2:56:35 PM 1/16" = 1'-0"A005Project Data,Occupancy &Egress AnalysisProject Data, Occupancy & Egress Analysis 1/16" = 1'-0"2Egress Diagram, Level 1 1/16" = 1'-0"1Egress Diagram, Basement 1/16" = 1'-0"3Egress Diagram, Level 2 1/16" = 1'-0"4Egress Diagram, Level 3 1/16" = 1'-0"5Egress Diagram, Level 4TOTAL TRAVEL DISTANCE BETWEEN EXITSTRAVEL DISTANCE FROM CENTER OF BLDG TO EXIT STAIRWELL #1TRAVEL DISTANCE FROM CENTER OF BLDG TO EXIT STAIRWELL #2OCCUPANCY PER FLOOREGRESS AND OCCUPANCY LEGEND##############EXITING LEGENDOCCUPANTLOAD EXITINGTHE SPACE502525OCCUPANT LOADSPLIT IN DIRECTIONOF EXITSBASEMENTLEVEL 1OCCUPANCY LOAD AND MINIMUM EGRESS REQUIREMENTS (TABLE 1004.1.2)LEVEL 2USEMIN. 2 MEANS OFEGRESS REQUIREDWHEN OCC FACTORIS MORE THAN:OCC LOADFACTORTOTAL SFOCC COUNTPARKING200 GROSSMAIL RM.LAUNDRY RM.MECH. RM29 OCC49 OCC49 OCC29 OCC50 GROSS100 GROSS300 GROSSUNIT 3UNIT 4UNIT 510 OCC10 OCC10 OCC200 GROSS200 GROSS200 GROSSUNIT 6UNIT 7UNIT 810 OCC10 OCC10 OCC200 GROSS200 GROSS200 GROSSMECH. RMUNIT 9UNIT 1029 OCC10 OCC10 OCC300 GROSS200 GROSS200 GROSSUNIT 11UNIT 12UNIT 1310 OCC10 OCC10 OCC200 GROSS200 GROSS200 GROSSMECH. RMUNIT 1429 OCC10 OCC300 GROSS200 GROSSUNIT 1510 OCC200 GROSSLEVEL 3LEVEL 49,734.52 SF79.84 SF135.98 SF245.28 SF809.27 SF701.92 SF879.98 SF626.04 SF995.3 SF838.96 SF45.2 SF547.03 SF628.22 SF792.32 SF706.78 SF635.46 SF46.49 SF794.41 SF849.46 SF2 OCC2 OCC1 OCC5 OCC4 OCC5 OCC4 OCC5 OCC5 OCC1 OCC3 OCC4 OCC4 OCC4 OCC4 OCC1 OCC4 OCC5 OCCOCCUPANY & EGRESS ANALYSISEXIT #1MIN. PER CODE: 32"WIDTH REQUIRED: 49 X .2 = 9.8"WIDTH PROVIDED: 36" DOOR > 9.8"EXIT #2MIN. PER CODE: 32"WIDTH REQUIRED: 49 X .2 = 9.8"WIDTH PROVIDED: 36" DOOR > 9.8"DOORS, GATES AND TURNSTILES PER SECTION 1008•THE MINIUMUM WIDTH OF EACH DOOR OPENING SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES•MINIMUM CORRIDOR WIDTH SHALL BE 44 INCHES (PER CBC 2016 TABLE 1018.2)•SECTION 1021 NUMBER OF EXITS: 2 EXISTS OR ACCESS TO EXITS PER TABLE 1021.1•EXIT WIDTH CALCULATION PER 2016 CBC 1005.3.3 OTHER EGRESS COMPONENTSEXIT #3MIN. PER CODE: 32"WIDTH REQUIRED: 129 X .2 = 25.8"WIDTH PROVIDED: 36" DOOR > 25.8"EXIT #4MIN. PER CODE: 32"WIDTH REQUIRED: 129 X .2 = 25.8"WIDTH PROVIDED: 36" DOOR > 25.8"49 OCC62’ TOTAL36’26’19 OCC142' TOTAL74’68’49 OCC129 OCC110’ TOTAL49’61’29 OCC122’ TOTAL56’66’20 OCC74’ TOTAL36’38’RETAIL 2TOTAL OCCUPANCY PER BUILDING9 OCC0'8'16'32'64'0'8'16'32'64'0'8'16'32'64'0'8'16'32'64'0'8'16'32'64'RETAIL 1UNIT 210 OCC200 GROSS670.2SF4 OCCTO BE DETERMINED / DEFERRED TO BUILDING SUBMITTAL222222222222222TO BE DETERMINED / DEFERRED TO BUILDING SUBMITTAL22
S. WINCHESTER BVLD.P.L. - 92.00'FRIAR WAYWW8P.L. - 47.00'P.L. - 72.37'P.L. - 138.63'P.L. - 68.42'P.L. - 30.11'P.L. - 65.44'4961332210North1256783REAR SETBACK10' - 0"SIDE S.B.5' - 0"SIDE S.B.
5' - 0"SIDE S.B.5' - 0"SIDE S.B.10' - 0"FRO N T SETBACK10' - 0"44412(E) OH21111(E) OH(E) OH(E) OHPROPERTY LINESDEMOLISHING LINESREMAINING LINES6' TALL FENCEWATER LOCATIONWMAGNOLIA / EVERGREEN MAGNOLIAPISTACHIA / CHINESE PISTACHEACER / JAPANESE MAPLEMORUS / MULBERRYALMONDAUSTRALIAN WILLOWWEEPING BOTTLE BRUSHTAWHIWHI12345678A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 2:56:36 PMAs indicatedA006Site Plan, ExistingSite Plan, Existing 1/8" = 1'-0"1Site Plan, ExistingDEMOLITION NOTES1.PRIOR TO GRADING, STRUCTURES AND THEIR CONTENTS SHALL BE REMOVED ORDEMOLISHED UNDER PERMIT IN ANY ENVIRONMENTALLY SENSITIVE MANNER,PROPER EVALUATION, ANALYSIS AND DISPOSAL OF MATERIALS SHALL BE DONE BYAPPROPRIATE PROFESSIONALS TO MITIGATE HAZARDS.2.ALL SUBSURFACE STRUCTURES SHALL BE REMOVED PROPERLY IN ORDER NOT TOPOSE THREAT TO THE DEVELOPMENT CONSTRUCTION WORKERS, FUTURERESIDENTS OR THE ENVIRONMENT. THESE STRUCTURES SHALL BE DOCUMENTEDAND REMOVED UNDER PERMIT WHEN REQUIRED.3.THE SAN CLARA COUNTY FIRE DEPARTMENT'S HAZARDOUS MATERIALS OFFICESHALL BE NOTIFIED IMMEDIATELY IF HAZARDOUS MATERIALS OR ASSOCIATEDSTRUCTURES ARE DISCOVERED DURING DEMOLITION DURING GRADING. THESESTRUCTURES SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO ACTUAL HAZARDOUSMATERIALS, UNDERGROUND TANKS, OR OTHER VESSELS THAT MAY HAVECONTAINED HAZARDOUS MATERIALS.4.FIRE HYDRANTS AND FIRE LANES FOR THE DEVELOPMENT SHALL BE OPERATIONALAND IN SERVICE PRIOR TO THE START OF ANY COMBUSTIBLE CONSTRUCTION AND/OR STORAGE OF COMBUSTIBLE CONSTRUCTION MATERIALS.(E) SIDEWALK(E) RESIDENCE TO BE DEMOLISHED(E) CONCRETE DRIVEWAY TO BE DEMOLISHED(E) FENCE TO BE DEMOLISHED, GOOD CONDITION(E) LANDSCAPE TO BE DEMOLISHED(E) TREE TO BE REMOVED(E) BUILDING FOOTPRINT(E) 3' TALL CMU WALL(E) STREET LIGHT(E) SIGN(E) POWER POLE(E) OVERHEAD LINES TO BE RELOCATED123456(E) SITE PLAN KEYNOTES0'4'8'16'32'(E) SITE PLAN LEGEND78910(E) TREESNOTES:•ALL TREES ON SITE TO BE DEMOLISHED, APPLY FOR TREE REMOVAL PERMIT•TREES WITH NO TAG NUMBER WERE LESS THAN 6" IN DIAMETER AND NOTINCLUDED, REFER TO ARBORIST REPORT•PLEASE REFER TO ARBORIST REPORT FOR THESIZE/CONDITOIN/SPECIES/HEALTH OF THE TREES11212
A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Residential DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGORDON K WONG, ARCHITECT LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 315-2125GORDONKWONG@GKWARCHITECTS.COM2014.11.6RENEWAL 08/31/20172575 & 2585 South Winchester BoulevardKEVIN YU, PROJECT REP.710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845KEVINYU@GKWARCHITECTS.COM1/29/2020 2:56:48 PMA007Tree AssessmentPlan & PhotosTree Assessment Plan & PhotosTREE ASSESSMENT PLAN(E) TREE PHOTOSNOTE: THIS TREE ASSESSMENT PLAN IS PROVIDED BY CERTIFIED ARBORIST, HORTSCIENCE AND IT IS PART OF THE FULL ARBORIST REPORT.AUSTRALIAN WILLOWMULBERRYWEEPING BOTTLE BRUSHTAWHIWHISOUTHERN MAGNOLIAMULBERRYALMONDAUSTRALIAN WILLOW
UPDNUPNorthGRADE PARKINGASPHALTUNDERGROUNDPARKINGS. WINCHESTER BVLD.FRIAR WAYP.L. - 119.37'P.L. - 48.18'P.L. - 140.86'P.L. - 138.63'1RIGHT OF WAYRIGHT OF WAY4256P.L. - 56.63'89109199RESIDENTIAL UNIT 1ACCCESSIBLE & LIVE/WORK1177DOWNUP7' - 0"7' - 0"12CA/VP/S34S5S6S7S8S9S10S111213C14C15C16C17EV2023TYP.24TYP.26202222272599913121214A0094Sim1510' - 6"3' - 0"10' - 6"55' - 0"5' - 0"A0096Sim3A010REAR S.B.8' - 0"3' - 6"3' - 6"M IN. D ISTA NC E FO R FIR E APPAR ATU S16' - 10"P R IVATE7' - 0"STREET DED.10' - 0"161ST STORY SIDE S.B.
10' - 0"
2ND STORY SIDE S.B.
10' - 0"3' - 0"1718TYP.RETAIL 1LIVE/WORKRETAIL 218' - 0"25' MIN. BACKUP DISTANCE26' - 0".20' - 0"SERVICEAREA23' - 0"2' - 0"VEHICLE OVERHANGDRIVEWAY WIDTH24' - 0"25' - 0"A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 2:57:12 PM 1/8" = 1'-0"A008Site Plan,ProposedSite Plan, Proposed 1/8" = 1'-0"1Site Plan, Proposed EnlargedSITE PLAN NOTES1.ALL ELECTRIC LINES, COMMUNICATION LINES AND APPURTENANCES INCLUDINGALL PUBLIC UTILITY, CATV ANITELEGRAPH SYSTEMS SHALL BE LOCATED ANDINSTALLED UNDERGROUND.2.EXCAVATION CUTS EXCEEDING 5 FEET TYPICALLY REQUIRE A DOST PERMIT. ALLEXCAVATIONS MUST CONFORM TO APPLCIABLE OSHA AND CAL-OSHAREQUIREMENTS. CONTACT CALIFORNIA DEPARTMENT OF OCCUPATIONAL SAFETYAND HEALTH (DOSH) FOR INFORMATION ABOUT REQUIRED PERMITS. DOSH'SLOCAL OFFICE: (510) 794-25213.A FIXED BENCHMARK THAT BUILDING HEIGHT CAN BE VERIFIED FROM SHOULD BEPROVDED AT GRADE LEVEL4.PRIOR TO ANY GRADING, SCRAPING, OR TRENCHING WITHIN / UNDER THE CANOPYOF A PROTECTED TREE, A CERTIFIED ARBORIST SHALL BE RETAINED TO PROVIDESUPERVISION AND RECOMMENDATIONS TO MINIMIZE POSSIBLE DAMAGE TO THETREE. THE PROPOSED TRENCHING SHALL THEN BE APPROVED BY THE CITY OFCAMPBELL PLANNING DEPARTMENT PRIOR TO COMMENCING DIGGING.5.REGISTERED CIVIL ENGINNER OR LICENSED LAND SURVEYOR SHALL CERTIFYHEIGHT OF BUILDING DOES NOT EXCEED 55 FT.(P) 4 X 5 TREE WELL PER STREETSCAPE STANDARDS(P) CONCRETE FLOOR(P) CONCRETE WALL(P) TRASH ENCLOSURE(P) PERMEABLE PAVERS, SEE 4/A500(P) 3' HIGH FENCE, SEE 3/A500(P) RESIDENTIAL ENTRY BUFFER, SEE 2/A500(P) SIDEWALK DEDICATION(P) PLANTER(P) SAFETY LED BOLLARD, SEE 1/A500(P) CONCRETE WALKWAY(P) BIO RETENTION POND(P) SWALE(P) MULCH W/ POTTED PLANTS(P) BICYCLE RACK(P) CURB CUT, SEE CIVIL(P) EV CHARGING STATION(P) MONUMENT SIGN(P) RETAIL SIGN1234567(P) SITE PLAN KEYNOTES891011PARKING PLAN KEYNOTES(P) SUPPORT COLUMN(P) GARAGE CLEARANCE SIGN OVERHEAD SIGN(P) GARAGE CLEARANCE SIGN ABOVE SIGN(P) DIRECTIONAL ARROW SIGNAGE(P) PRECAST CONCRETE WHEEL STOP(P) TRUNCATED DOMES(P) ACCESSIBLE PARKING STALL(P) VEHICLE BACKOUT SPACE(P) RAMP2021222324252612271328140'4'8'16'32'NOTE: PLEASE SEE SHEET A009 FOR ADDITIONAL PARKINGINFORMATION15ACCESSIBLE PATH OF TRAVELBOUNDARY LINE PER 10' STREET DEDICATIONBOUNDARY LINE PER PRIVATE / LANDSCAPE AREA16171819222
UPNorthDOWNUP12CA/VP/S34S5S6S7S8S9S10S111213C14C15C16C17EV9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"10' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"26' - 0"18' - 0"26' - 0"20' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"25' - 0"25' - 0"25' - 0"25' - 0"218192021222324252627282930313233343536North9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"10' - 0"9' - 0"9' - 0"9' - 0"9' - 0"15' - 2"9' - 0"9' - 0"26' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"20' - 0"25' - 0"20' - 0"2PARKINGONLYMINIMUMFINE $25012" TYP.18" TYP.SIGN AREA = 70 SQ. IN., MIN. BLUEBACKGROUND1/2" RADIUSINTERNATIONAL SYMBOL OFACCESSIBILITY3" HIGH LETTERING MIN., TYP.WHITE LETTERING"FINE" SIGN AT EACH ACCESSIBLE PARKING STALL80" MIN.VANACCESSIBLE"VAN ACCESSIBLE" SIGNNOTE:1.SIGN SHALL BE CONSTRUCTED OF A MINIMUM 0.062" THICKALUMINUM2.PLACE IN FRONT OF EACH ACCESSIBLE PARKING STALL WITHINCLEAR VIEW, BUT NOT TO OBSTRUCT PASSAGE FROM PARKINGSTALL OR ANY WALKWAYFINISH GRADENOPARKING9' - 0" MIN.8' - 0" MIN.9'-0" MIN.BLUE PAINTED BORDERLINE PER 2016 CBC11B-502.3.3STRIPES AT 36" MAX O.C. PAINTED IN A COLORCONTRASTING WITH THE AISLE SURFACE,PREFERABLY WHITE OR BLUE, PER 2016 CBC11B-502.3.3MIN. 12" HIGH LETTERS PER 2016 CBC11B-502.3.3INTERNATIONAL SYMBOL OF ACCESSIBILITYSTALL EMBLEM WHITE SYMBOL ON A 36" x36" BLUE BACKGROUND ALIGNED TO THEEND OF PARKING SPACE LENGTH PER 2016CBC 11B-502.3.3ACCESSIBILITY IDENTIFICATION SIGN TO BECENTERED AT THE INTERIOR END OF PARKINGSPACEPER 2016 CBC 11B-502.6WHEEL STOPACCESS AISLE18' - 0" MIN.1' - 0" VARIES 48" MINVARIES 1' - 0"GROVES1' - 0" VARIES 48" MINVARIES 1' - 0"48" MIN.54".2.0% MAX2.0% MAX8.33% MAX8.33% MAXTRUNCATED DOMES, SEE DETAILA TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 2:57:18 PMAs indicatedA009Parking AnalysisParking Analysis 1/16" = 1'-0"1Parking Analysis, Grade Level 1/16" = 1'-0"2Parking Analysis, BasementPARKING ANALYSISREQUIRED PARKING SPACE DIMENSIONS:-STANDARD:9 FEET x 18 FEET-A TWO-FOOT LENGTH REDUCTION SHALL BE PERMITTED FOR ANY SPACE FRONTING ON ALANDSCAPE PLANTER ISLAND GREATER THAN SEVEN FEET IN DEPTH OR WALKWAYS SIX FEET ORGREATER IN WIDTH.REQUIRED PARKING AISLE WIDTH:25 FEET (PER CITY OF CAMPBELL ORDINANCE)PARKING SPACES REQUIREMENTS:-RESIDENTIAL:2 SPACES PER UNIT PER DESITY BONUS STANDARDS (CMC 21.20.120)-RETAIL/SPEC COM.: 1 SPACE PER 200 SQ. FT. NOT LESS THAN 2 SPACES PER USE (CMC 21.28.040)-BICYCLE:1 SPACE FOR EACH 25 AUTOMOBILE PARKING SPACES-ADA:FOR 26-50 SPACES, MIN. 2 ADA SPACES AREREQUIRED (11B-208.2)-CLEAN AIR/ VAN POOL:FOR 26-50 SPACES, MIN. 3 SPACES ARE PROVIDED (CBC 5.106.5.2)PARKING ANALYSIS TABLE:PARKINGREQUIREDPROVIDEDCHECKACCESSIBILITY SIGN DETAILADA PARKNIG SPACE 1/8" = 1'-0"4ADA Parking Space DetailCURB RAMPS0'10'20'40'80'0'10'20'40'80'BIKE RACK SPECIFICATION 1/4" = 1'-0"6Curb Ramp, Detail•CURB RAMPS SHALL BE CONSTRUCTED AT EACH CORNER OF STREET INTERSECTIONS, WHERE APEDESTRIAN WAY CROSSES A CURB WHEN ACCESSIBLE PARKING STALL OCCURS.•CURB RAMPS SHALL BE A MINIMUM OF 48 INCHES IN WIDTH AND SHALL LIE GENERALLY, IN A SINGLESLOPED PLANE, WITH A MINIMUM OF SURFACE WARPING AND CROSS SLOPE.•THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 VERTICAL TO 12 HORIZONTAL, THE SLOPE OFTHE FANNED OR FLARED SIDES OF CURB RAMPS SHALL NOT EXCEED ONE VERTICAL TO 10HORIZONTAL, CURB RAMP MAXIMUM RISE AND RUN SHALL BE 1:12.•A LEVEL LANDING 48 INCHES DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMPOVER ITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OFTHE FANNED OR FLARED SIDES OF THE CURB RAMP SHALL NOT EXCEED ONE VERTICAL TO 12HORIZONTAL. SLOPE OF TOP LANDING, IF PROVIDED, DOES NOT EXCEED 1:50 GRADIENT (2.0%)•ROAD GUTTER OR ACCESSIBLE ROUTES ADJOINING THE CURB RAMP DO NOT EXCEED A 1:20GRADIENT (5.0%) WITHIN 48 INCHES OF THE TOP AND BOTTOM OF THE CURB RAMP.•RAMPS SHALL NOT PROJECT AND VEHICULAR LANES AND SHALL BE PROTECTED TO PREVENTTHEIR OBSTRUCTION BE PARKED VEHICLES. TRANSITIONS FROM RAMP(S) TO WALKS, GUTTERSOR STREETS ARE FLUSH AND FREE OF ABRUPT CHANGES.•THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE NON-SUP MEETING ASTATIC COEFFICIENT OF FRICTION OF 0.08 AND SHALL BE OF CONTRASTING FINISH FROM THATOF THE ADJACENT SIDEWALK.•THE WALKING SURFACE OF CURB RAMP(S) WITH SLOPES LESS THAN 1:15 SHALL HAVEDETECTABLE WARNING PAVERS INSTALLED ACROSS THE FULL WIDTH AND DEPTH OF THESLOPED WALKING SURFACE. THE SURFACE OF THESE PAVERS SHALL BE AN INTEGRAL PART OFTHE WALKING SURFACE AND CONSIST OF RAISED TRUNCATED DOMES 0.9 INCHES (23 MM) INDIAMETER, TAPERING TO 0.45 INCHES AT TOP; 0.2 INCHES (5MM) HIGH AND 2.35 INCHES (60MM)0.C. SEE TYPICAL ACCESSIBILITY SHEET.•ALL CURB RAMPS SHALL HAVE DETECTABLE WARNING BORDER 12 INCHES WIDE AT THE LEVELSURFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE OF THE RAMP. THIS BORDER SHALLCONSIST OF 1/4 INCH GROOVES APPROXIMATELY 3/4 INCHES O.C. AND RUNNING PERPENDICULARTO THE FLOW OF PEDESTRIAN TRAFFIC, SEE TYPICAL ACCESSIBILITY DETAILS SHEET.CURB RAMP NOTESASSOCIATEDUSEPARKING #ADAGUEST11, 12---PARKING CHARTUNIT 24UNIT 35UNIT 46UNIT 5UNIT 67UNIT 79UNIT 810UNIT 9---UNIT 10UNIT 11------UNIT 12---UNIT 13---UNIT 14---ASSOCIATEDUSEPARKING #ADAGUEST29, 30---PARKING CHART LIVE WORK---UNIT 218UNIT 319UNIT 4UNIT 52021UNIT 622UNIT 723UNIT 824UNIT 9UNIT 1025, 2627, 28UNIT 1131,32UNIT 1233, 35UNIT 1334, 36CA / VP1, 2, 3PARKING PLAN NOTES:•"CA / VP / S" INDICATES FOR CLEAN AIR / VAN POOL / SHARED PARKING SPACES W/ RESIDENTIAL•"S" INDICATES SHARED PARKING WITH RESIDENTIAL AND COMMERCIAL COMMPONENT•"C" INDICATES COMMERCIAL PARKING ALONE•THE PARKINGS SHOWN ON THE PLANS ARE ASSIGNED TO UNITS, YET IT IS NOTED THAT THESE PARKINGPLANS ARE NOT FINAL AS THEY CAN BE ADJUSTED AND PURCHASED BY ABLE BODIED INDIVIDUALS•EV CHARGING ARE NOT REQURIED AS THIS MULTI-FAMILY RESIDENTIAL PROJECT IS NOT CONSTRUCTINGMORE THAN 17 DWELLING UNITS (CBC 4.106.4.2.1•EV CHARGING CAN BE REQUESTED AND INSTALLED ON THE WALLS OF THE UNDERGROUND PARKING2RESIDENTIAL26*26OKAYRETAIL12OKAYLIVE / WORK35OKAYADA22OKAYCLEAN AIR / VAN POOL33OKAYTOTAL3538OKAY*BICYCLE25OKAY2NOTE*:PARKING IN A MIXED-USE PROJECTSHALL BE PROVIDED FOR EACH USE INCOMPLIANCE WITH TABLE 3-1, (PARKINGREQUIREMENTS BY LAND USE), EXCEPTTHAT FIFTY PERCENT OF THE GUESTPARKING SPACES REQUIRED FOR THERESIDENTIAL COMPONENT MAY BECOUNTED TOWARDS SATISFTYING THEPARKING REQUIRED OF THECOMMERCIAL COMPONENT AS SHAREDPARKING. (CMC 21.28.055)22LIVE / WORK1, 2, 3,13, 14RETAIL15, 168UNIT 1429, 30
DNNorthUNDERGROUNDPARKINGS. WINCHESTER BVLD.FRIAR WAYDOWNUPFIRE APPARATUS ACCESS26' - 0"15' MIN. - 30' MAX.28' - 7"R 2 8 ' - 0 "14' - 0"7' - 0"4' - 6"5' - 0"15' MIN. - 30' MAX.21' - 1"26' - 0"KEYNOTES:7 FEET WALKWAY ACCESS, LANDSCAPE WITHIN WOULDBE GRASSES AND SHALL NOT INTERFERE THE REQUIREDACCESS.1A. SIGN WIDTH - 12"B. SIGN LENGTH - 18"C. OUSIDE BORDER - RED, MIN.1/2" WIDED. BACKGROUND - WHITEE. CIRCLE/SLASH - RED, MIN. 8" DIA.F. LETTER P - BLACK, MIN. 5" TALL, 1" WIDEG. WORDING - RED, MIN. 1.75" HIGH, 1/16" WIDEH. ARROW INDICATORS - SOLID REDI. SIGN POST - 3/8"J. SIGN HEIGHT FROM GRADE LEVEL, 7'K SIGN POST SET MIN. OF 18" BELOW GRADESIGNS SHALL BE SECURELY FASTENED TOPOST AT THE UPPER AND LOWER CENTERPOSITIONS OF SIGN FACE* DRAWING IS NOT TO SCALESIGN, BORDER, LETTERING, BACKGROUNDINSTRUCTION INDICATOR IS REQUIRED TO BEREFLORIZEDSIGN MATERIAL - .080 ALUMINUMGRADE LEVELMAX. DISTANCE FOR FIRE APPARATUS30' - 0"75.00°BDRM.BDRM.BDRM.COFFEESHOPF I R E L A D D E R ROADS. WINCHESTER BLVD.75.00°7' - 0"BDRM.BDRM.BDRM.BDRM.MAX. DISTANCE FOR FIRE APPARATUS30' - 0"ROADS. WINCHESTER BLVD.75.00°75.00°F I R E L A D D E R
9' - 5"BALCONYKITCHENBDRM.BDRM.MAX. DISTANCE FOR FIRE APPARATUS30' - 0"F I R E L A D D E R
75.00°75.00°8' - 4"2575PER SANTA CLARA COUNTY FIRE DEPARTMENT :NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDINGNUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLYLEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESENUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRECODE OFFICIAL, ADDRESS NUMBERS SHALL BE PROVIDED IN ADDITIONAL APPROVEDLOCATIONS TO FACILITATE EMERGENCY RESPONSE. ADDRESS NUMBERS SHALL BEARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4INCHES (101.6 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH (12.7 MM). WHEREACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROMTHE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TOIDENTIFY THE STRUCTURE. ADDRESS NUMBERS SHALL BE MAINTAINED. CFC SEC. 505.14" MIN.1/2" MIN.A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 2:58:05 PMAs indicatedA010Fire AnalysisFire Analysis 1" = 20'-0"1Fire Analysis, PlanFIRE CODES & NOTESFIRE SAFETY SIGN DETAIL 1/8" = 1'-0"5Section, Fire Ladder C 1/8" = 1'-0"4Section, Fire Ladder B 1/8" = 1'-0"3Section, Fire Ladder A1.ALL BUILDINGS SHALL BE INSTALLED WITH AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDING TO THE 2016 NFPA 13. FIRE PERMITS ARE REQUIREDFOR FIRE SPRINKLER INSTALLATION AND UNDERGROUND FIRE SERVICE LINES.2.FIRE ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOAD OF FIRE APPARATUS 75,000 LBS AND SHALL BEDESIGNED AND SURFACED AS TO PROVIDE ALL-WEATHER DRIVING CAPABILITY AND HAVE, A FRICTION COEFFICIENT TO ACCOMMODATEEMERGENCY VEHICLES. SUCH STANDARD IS ALSO APPLICABLE TO PAVERS OR DECORATIVE CONCRETE.3.FIRE ACCESS ROADS SHALL USE PORTLAND CEMENT CONCRETE 6" MINIMUM THICKNESS TO ADDESS LOADING, TIRE GRIP, STORM WATER SHEETINGAT CRITICAL AREAS OF TRAFFIC AND FIRE ACCESS.4.A DEDICATED (PRIVATE) FIRE LINE SHALL BE INSTALLED PER CITY STANDARD DETAILS (SEE UTILITY PLAN & DETAILS SHEET C3.01 & C3.02). THIS FIRELINE CAN BE USED FOR PRIVATE FIRE HYDRANTS AND TO SUPPLY THE BUILDING SPRINKLER SYSTEMS. INDIVIDUAL SPRINKLERS FOR EACH UNITSHALL BE REVIEWED UNDER BUILDING PERMIT APPLICATION.5.ADDRESSING OF THE BUILDINGS SHALL BE IN COMPLIANCE WITH CAMPBELL FIRE DEPARTMENT REQUIREMENTS: MINIMUM 4 INCH SELF- ILLUMINATEDADDRESS INSTALLED ON THE FRONT OF THE BUILDING SO AS TO BE VISIBLE FROM THE STREET. A DECORATIVE ADDRESS MONUMENT SIGN SHALLBE INSTALLED AT EACH COURT ENTRANCE, INDICATING THE BUILDING ADDRESSES FOR THE UNITS SERVED BY SUCH COURT. MINIMUM SIZENUMBERS SHALL BE 6 INCHES IN HEIGHT ON A CONTRASTING BACKGROUND.6.FIRE HYDRANTS SHALL BE A DOUBLE STEAMER WITH ONE (1) 2-1/2" OUTLET AND TWO (2) 4- 1/2" OUTLETS, CAPABLE OF FLOWING 1,500 GALLONS PERMINUTE. HYDRANTS SHALL HAVE BLUE REFLECTIVE MARKERS AT THEIR LOCATION. IF HYDRANTS ARE SUBJECT TO VEHICLE IMPACTS, CRASH POSTSSHALL BE INSTALLED AROUND THE FIRE HYDRANT (SEE SHEET C3.01).7.PRIOR TO CERTIFICATE OF OCCUPANCY, CONTACT THE FIRE MARSHAL'S OFFICE AT LEAST 24 HOURS BEFORE THE DESIRED REQUIRED FINALINSPECTION APPOINTMENT TO VERIFY THAT REQUIREMENTS FOR FIRE PROTECTION FACILITIES HAVE BEEN MET & ACTUAL CONSTRUCTION OF ALLFIRE PROTECTION EQUIPMENT HAVE BEEN COMPLETED IN ACCORDANCE WITH APPROVED PLAN.8.BLUE REFLECTIVE PAVEMENT MARKERS SHALL BE INSTALLED AT FIRE HYDRANT LOCATIONS.9.IF FIRE HYDRANTS ARE LOCATED SO AS TO BE SUBJECTED TO VEHICLE IMPACTS AS DETERMINED BY THE CAMPBELL FIRE DEPARTMENT, CRASHPOSTS SHALL BE INSTALLED AROUND THE FIRE HYDRANT(S).10.FIRE HYDRANTS FOR THE DEVELOPMENT SHALL BE OPERATIONAL AND IN SERVICE PRIOR TO THE START OF ANY COMBUSTIBLE CONSTRUCTION AND/OR STORAGE OF COMBUSTIBLE CONSTRUCTION MATERIALS.11.EXCEPT FOR DESIGNATED OPEN PARKING SPACES, NO CURBSIDE PARKING SHALL BE ALLOWED. “NO PARKING FIRE LANE” (T29) SIGNS SHALL BEINSTALLED AND CURBS SHALL BE PAINTED RED IN LOCATIONS APPROVED BY THE FIRE CHIEF AND CITY ENGINEER.12.VERTICAL CLEARANCE OVER REQUIRED VEHICULAR ACCESS ROADS (S. WINCHESTER BLVD. AND FRIAR WAY) AND DRIVEWAYS (NOT APPLICABLE)SHALL BE 13'6".13.MAXIMUM GRADE SHALL NOT EXCEED 15% (6.75 DEGREES).14.ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF OUR STANDARD DETAIL AND SPECIFICATION SI-7 AND CHAPTER 33 OFTHE CURRENTLY ADOPTED EDITION OF THE CALIFORNIA FIRE CODE. THIS MUST BE SUBMITTED TO, AND APPROVED BY THIS OFFICE PRIOR TOCOMMENCING AND DEMOLITION/ CONSTRUCTION ACTIVITIES.15.STANDPIPE SYSTEMS SHALL BE PROVIDED IN NEW BUILDINGS AND STRUCTURE IN ACCORDANCE WITH THIS SECTION. FIRE HOSE TREADS USED INCONNECTION WITH STANDPIPE SYSTEMS SHALL BE APPROVED AND SHALL BE COMPATIBLE WITH FIRE DEPARTMENT HOSE THREADS. THE LOCATIONOF FIRE DEPARTMENT HOSE CONNECTIONS SHALL BE APPROVED. STANDPIPES SHALL BE MANUAL WET TYPE. IN BUILDINGS USED FOR HIGH0PILEDCOMBUSTIBLE STORAGE, FIRE HOSE PROTECTION SHALL BE IN ACCORDANCE WITH CHAPTER 32. INSTALLATION STANDARD. STANDPIPE SYSTEMSSHALL BE INSTALLED IN ACCORDANCE WITH THIS SECTION AND NFPA 14 AS AMENDED IN CHAPTER 47. CFC SEC. 905.16.REQUIRED FIRE ALARM SYSTEM SHALL BE DESIGNED AND INSTALLED AS REQUIRED IN THE CURRENTLY ADOPTED EDITION OF CFC SEC, 907, ASADOPTED AND AMENDED BY THE CBLMC AND REFERENCED CODES AND STANDARDS, INCLUDING, BUT NOT LIMITED TO, NFPA 72.17.ALL NEW BUILDINGS SHALL HAVE APPROVED RADIO COVERAGE FOR EMERGENCY RESPONDERS WITHIN THE BUILDING BASED UPON THE EXISTINGCOVERAGE LEVELS OF THE PUBLIC SAFETY COMMUNICATION SYSTEMS OF THE JURISDICTION AT THE EXTERIOR OF THE BUILDING. THIS SECTIONSHALL NOT REQUIRE IMPROVEMENT OF THE EXISTING PUBLIC SAFETY COMMUNICATION SYSTEMS. CFC SEC. 510.1 AS ADOPTED AND AMENDED BYTHE CBLMC.18.ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF OUR STANDARD DETAIL AND SPECIFICATION SI-7 AND CHAPTER 33 OFTHE CURRENTLY ADOPTED EDITION OF THE CALIFORNIA FIRE CODE. THIS MUST BE SUBMITTED TO, AND APPROVED BY THIS OFFICE PRIOR TOCOMMENCING AND DEMOLITION/CONSTRUCTION ACTIVITIES.19.TWO-WAY COMMUNICATION SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 72 (2016 EDITION), THE CALIFORNIAELECTRICAL CODE (2013 EDITION), THE CALIFORNIA FIRE CODE (2016 EDITION), THE CALIFORNIA BUILDING CODE (2016 EDITION), AND THE CITYORDINANCES WHERE TWO WAY SYSTEM IS BEING INSTALLED, POLICIES, AND STANDARDS. OTHER STANDARDS ALSO CONTAIN DESIGN /INSTALLATION CRITERIA FOR SPECIFIC LIFE SAFETY RELATED EQUIPMENT. THESE OTHER STANDARDS ARE REFERRED TO IN NFPA 72. 1/4" = 1'-0"6Premise Identification NumbersADDRESS ELEVATION 1/4" = 1'-0"7Proposed Premise Identification 1/4" = 1'-0"8Proposed Premise Indentificiation 22
UPDNUPNorthUNDERGROUNDPARKINGS. WINCHESTER BVLD.FRIAR WAYRIGHT OF WAYRIGHT OF WAYDOWNUP(E) FIRE HYDRANT188'164'FIRE APPARATUS ACCESSNEIGHBOR RESIDENCE113 FRIAR WAYNEIGHBOR RESIDENCE125 FRIAR WAYNEIGHBOR RESIDENCE137 FRIAR WAYFIRE ACCESS & HYDRANT PLAN LEGEND(E) FIRE HYDRANT, PLEASE SEE ATTACHED PICTURE BELOWFIRE HOSE LINEACCESS FROM FIRE APPARATUSFIRE HOSE LENGTH CALC.FROM (E) FIRE HYDRANT188FT + 164 FT = 352 FT352 FT < MAX. 500 FT = [ OKAY ]A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 2:58:16 PMAs indicatedA011Fire Analysis,HydrantFire Analysis, Hydrant 1/16" = 1'-0"1Fire Hydrant & Access Plan, Level 1FIRE HYDRANT & NOTES•PROVIDE PUBLIC FIRE HYDRANT(S) AT LOCATION(S) TO BE DETERMINED JOINTLY BY THE FIREDEPARTMENT AND SAN JOSE WATER COMPANY. MAXIMUM HYDRANT SPACING SHALL BE 500 FEET,WITH A MINIMUM SINGLE HYDRANT FLOW OF 2,125 GPM AT 20 PSI, RESIDUAL. FIRE HYDRANTS SHALL BEPROVIDED ALONG REQUIRED FIRE APPARATUS ACCESS ROADS AND ADJACENT PUBLIC STREETS. CFCSEC. 507, AND APPENDIX B AND ASSOCIATE TABLES, AND APPENDIX C.(E) FIRE HYDRANT2
FIRE APPARATUS ACCESSBDRM #1+/- 3' - 0"+/- 3' - 0"+/- 3' - 0"BDRM #2BDRM #3BDRM #4BDRM #5+/- 3' - 0"BDRM #6BDRM #7BDRM #8BDRM #9BDRM #10BDRM #11BDRM #12LADDER PAD #1ASPHALTEGRESS FOR:BDRM #1BDRM #2LADDER PAD #2ASPHALTEGRESS FOR:BDRM #3BDRM #4LADDER PAD #3ASPHALTEGRESS FOR:BDRM #5LADDER PAD #4CONCRETEEGRESS FOR:BDRM #6+/0 3 ' - 0 "
+/- 3 ' - 0 "+/- 3' - 0"LADDER PAD #5GRASSEGRESS FOR:BDRM #7BDRM #8LADDER PAD #6CONCRETE & GRASSEGRESS FOR:BDRM #9+/- 3' - 0"LADDER PAD #7GRASSEGRESS FOR:BDRM #10+/- 3' - 0"LADDER PAD #8GRASS & PAVERSEGRESS FOR:BDRM #11LADDER PAD #9GRASSEGRESS FOR:BDRM #12FIRE ACCESS PLAN LEGEND4' X 4 ' FIRE LADDER PADACCESS FROM FIRE APPARATUSA TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 2:58:36 PMAs indicatedA012Fire Analysis,Ladder AccessFire Analysis, Ladder Access 1" = 10'-0"1Fire Access Plan, Level 22
REF.DWDWREF.DWREF.REF.DWREF.DWREF.REF.DWDW2ND LEVELFIRE APPARATUS ACCESS+/- 5' - 0"+/- 5' - 0"+/- 5'- 0"+/- 5' - 0"+/- 5 ' - 0 "
+/- 5 ' - 0 "+/- 5' - 0"+/- 5' - 0"5' - 0"BDRM #1LADDER PAD #1GRASSEGRESS FOR:BDRM #1BDRM #2BDRM #2LADDER PAD #8GRASS / CONCRETEEGRESS FOR:BDRM #10BDRM #3BDRM #4BDRM #5BDRM #6BDRM #7BDRM #8BDRM #9BDRM #10LADDER PAD #2CONCRETE / ASPALTEGRESS FOR:BDRM #3LADDER PAD #3CONCRETEEGRESS FOR:BDRM #4LADDER PAD #4GRASSEGRESS FOR:BDRM #5LADDER PAD #5CONCRETEEGRESS FOR:BDRM #6LADDER PAD #6CONCRETE / GRASSEGRESS FOR:BDRM #7BDRM #8LADDER PAD #7GRASS / CONCRETEEGRESS FOR:BDRM #9BDRM #1BDRM #2BDRM #3BDRM #4FIRE APPARATUS ACCESS+/- 7' - 0"+/- 7' - 0"LADDER PAD #1CONCRETEEGRESS FOR:BDRM #1LADDER PAD #2CONCRETEEGRESS FOR:BDRM #2LADDER PAD #3CONCRETEEGRESS FOR:BDRM #3+/- 7' - 0"LADDER PAD #4GRASSEGRESS FOR:BDRM #4+/- 7' - 0"FIRE ACCESS PLAN LEGEND4' X 4 ' FIRE LADDER PADACCESS FROM FIRE APPARATUSA TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 2:59:18 PMAs indicatedA013Fire Analysis,Ladder AccessFire Analysis, Ladder Access 1" = 10'-0"1Fire Access Plan, Level 3 1" = 10'-0"2Fire Access Plan, Level 42
UPDNUPNorthGRADE PARKINGASPHALTUNDERGROUNDPARKINGS. WINCHESTER BVLD.FRIAR WAYP.L. - 119.37'P.L. - 48.18'P.L. - 140.86'P.L. - 138.63'RIGHT OF WAYRIGHT OF WAY2P.L. - 56.63'1RETAIL 2LIVE / WORKDOWNUP7' - 0"7' - 0"TYP.13A0094Sim10' - 6"3' - 0"10' - 6"5' - 0"A0096SimREAR S.B.8' - 0"3' - 6"3' - 6"M IN. D ISTAN CE FO R FIR E APP AR ATU S16' - 10"PER PW7' - 0"PER STR EET10' - 0"1ST STORY SIDE S.B.
10' - 0"
2ND STORY SIDE S.B.
10' - 0"4' - 0"DRIVING AISLE WIDTH25' - 0"A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 2:59:43 PM 1/8" = 1'-0"A014Furniture & SiteAmenity PlanFurniture & Site Amenity PlanFURNITURE & SITE AMENITY PLAN NOTES1.BENCHES AND ROOF TOP PLANTERS CAN BE VIEW ON SHEET L5ROOF TOP PLANTERS(P) TRASH ENCLOSURE(P) BICYCLE RACK12(P) FURNITURE & SITE AMENITY KEYNOTES 1/8" = 1'-0"1Plan, Furniture & Site Amenity0'4'8'16'32'
A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 2:59:44 PMA015Privacy Plan &Visibility AnalysisPrivacy Plan & Visibility Analysis
NorthS. WINCHESTER BVLD.RIGHT OF WAYRIGHT OF WAY13DRIVING AISLE WIDTH25' - 0"LEGENDPEDESTIAN ROUTEVEHICULAR ROUTEBICYCLE ROUTEAPARTMENT UNITSLOBBY/ MAIL/ LAUNDRYELEVATOREXIT STAIRSGARBAGE ENCLOSUREWAYFINDING SIGNAGEFRIAR WAYNorthS. WINCHESTER BVLD.FRIAR WAYRIGHT OF WAYRIGHT OF WAY13DRIVING AISLE WIDTH25' - 0"LEGENDGARBAGE ENCLOSUREBUILDINGR 22' - 6"R 37' - 6"R 2 2 ' - 6 "R 37' - 6 "GARBAGE TRUCK TURNING RADIUS15' - 0"A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 2:59:59 PM 1/16" = 1'-0"A016Circulation & TrashManagament PlanCirculation & Trash Managament Plan 1/16" = 1'-0"1Plan, Circulation 1/16" = 1'-0"2Plan, Trash Management0'10'20'40'80'0'10'20'40'80'
UPDNUPNorthGRADE PARKINGASPHALTUNDERGROUNDPARKINGS. WINCHESTER BVLD.FRIAR WAYP.L. - 119.37'P.L. - 48.18'P.L. - 140.86'P.L. - 138.63'RIGHT OF WAYRIGHT OF WAY2P.L. - 56.63'1RETAIL 2LIVE / WORKDOWNUP7' - 0"7' - 0"TYP.13A0094Sim10' - 6"3' - 0"10' - 6"5' - 0"A0096SimREAR S.B.8' - 0"3' - 6"3' - 6"M IN. D ISTA NC E FO R FIR E APPAR ATU S16' - 10"PER PW7' - 0"PER STR EET10' - 0"1ST STORY SIDE S.B.
10' - 0"
2ND STORY SIDE S.B.
10' - 0"4' - 0"DRIVING AISLE WIDTH25' - 0"1A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:00:34 PM 1/8" = 1'-0"A017Mail PlanMail PlanFURNITURE & SITE AMENITY PLAN NOTES1.THIS MAILPLAN WAS SUBMITTED TO CAMPBELL USPS OFFICE ON500 W HAMILTON AVE, CAMPBELL 950082.MAILBOXES WERE SPECIFIED PER POSTMASTER'SRECOMMENDATION3.AWAITING FOR LETTER OF APPROVAL - TO BE DEFERREREDSUBMITTAL(P) MAIL LOCATION1MAIL PLAN KEYNOTES0'4'8'16'32' 1/8" = 1'-0"1Plan, MailMAILBOX SPECIFICATIONS
REF.REF.DWREF.REF.DWREF.REF.DWDWDWDWUPUPREF.DWDWREF.DWREF.REF.DWREF.DWUPSTAIRS #1UNIT 5UNIT 4UNIT 3UNIT 2UNIT 6UNIT 7(626.04 SF)(879.98 SF)(701.92 SF)(809.27 SF)(838.96 SF)(995.3 SF)ELEV.MECHSTOR.STAIRS #2COVEREDCORRIDORUNIT 9UNIT 8UNIT 10UNIT 11UNIT 12(547.32 SF)(628.22 SF)(792.32 SF)(706.16 SF)(623.01 SF)STAIRS #1ELEV.MECHSTAIRS #2COVEREDCORRIDOROPENCORRIDORCOVEREDCORRIDORBELOW MARKET RATE HOUSING LEGENDLOW INCOME AFFORDABLE HOUSINGUNIT 8838.96 SFUNIT 12706.78 SFVERY LOW INCOME AFFORDABLE HOUSINGUNIT 4701.92 SFA TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:01:19 PMAs indicatedA018Below Market RateHousing PlanBelow Market Rate Housing Plan 1" = 10'-0"1Affordable Housing Plan, Level 2 1" = 10'-0"2Affordable Housing Plan, Level 3
A.E.5' - 0"P.U.E.9' - 0"12121234567810119JOINT TRENCH LINECOLD WATERFIRE WATERSEWAGE LINEA TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:01:44 PMAs indicatedA019Utility Plan,ProposedUtility Plan, ProposedUTILITY PLAN NOTES1.ALL ELECTRIC LINES, COMMUNICATION LINES ANDAPPURTENANCES INCLUDING ALL PUBLIC UTILITY, CATVANITELEGRAPH SYSTEMS SHALL BE LOCATED AND INSTALLEDUNDERGROUND.2.PLEASE REFER TO SHEET C8 - COMBINED ULITY PLAN FOR THEDETAILED LOCATIONs OF EXISTING & PROPOSED UTILITIES ANDBACKFLOW PREVENTERS.3.PLEASE REFER SHEET E1.0 FOR THE DETAILED LOCATIONs OFPG&E TRANSFORMER, METERS, PANELS, ETC.(P) 10' - 0" PUBLIC UTILITY EASEMENT(P) 5' - 0" ACCESS EASEMENT(P) UNDERGROUND LINES TO BE RECONNECTED TO (E) POWERPOLE(P) BACKFLOW PREVENTER(P) DOMESTIC COLD WATER BACKFLOW PREVENTER(P) FIRE SPRINKER RISER BACKFLOW PREVENTER(P) PG&E TRANSFORMER ON CONCRETE PAD(P) METER(P) PANEL HDP(P) MAIN CIRCULT BREAKER(P) UGPS(E) POWER POLE1234567(P) UTILITY PLAN KEYNOTES891011 1/8" = 1'-0"1Utility Plan, Proposed12UTILITY PLAN LEGEND0'4'8'16'32'2
W I N C H E S T E R B O U L E V A R D
F
R
I
A
R
W
A
Y ENGINEERINGRECORD OF SURVEYSAN TOMAS EXPRESS WAY, UNIT NO. 5192 M 37LOT 41
APN 305-39-009
APN 305-39-050
LOT 42
APN 305-39-008
LOT 43
APN 305-39-007
BASIS OF BEARINGS
ABBREVIATIONS
ENGINEERINGVICINITY MAP
N.T.S.
ON-SITE GRADING & DRAINAGE PLANS
PROJECT ADDRESS: 2575 & 2585 S. WINCHESTER BLVD
BUILDING PERMIT NO. ...........................
ASSESSORS PARCEL NO. 305-39-007 & 305-39-008
________________________
CITY OF CAMPBELL
DEPARTMENT OF PUBLIC WORKS
CITY OF CAMPBELL
PUBLIC WORKS DEPARTMENT CLEARANCE
CITY OF CAMPBELL
PLANNING DIVISION CLEARANCE
AGENCY INDEX
EARTHWORK
QUANTITY
BENCH MARK
SEAL ENGINEER OF WORK
ABBREVIATIONS
LEGEND
INDEX OF DRAWINGS
TITLE SHEET NO.GRADING AND DRAINAGE NOTES
W I N C H E S T E R B O U L E V A R D
F
R
I
A
R
W
A
Y ENGINEERINGRECORD OF SURVEYSAN TOMAS EXPRESS WAY, UNIT NO. 5192 M 37LOT 41
APN 305-39-009
APN 305-39-050
LOT 42
APN 305-39-008
LOT 43
APN 305-39-007
BASIS OF BEARINGS
W I N C H E S T E R B O U L E V A R D
F
R
I
A
R
W
A
Y ENGINEERINGPOST-DEVELOPED IMPERVIOUS AREA EXHIBIT
BIORETENTION DETAIL
DETAIL 1
RECORD OF SURVEY
SAN TOMAS EXPRESS WAY, UNIT NO. 5
192 M 37
LOT 42 & 43
APN 305-39-008 & 305-39-008
W I N C H E S T E R B O U L E V A R DF
R
I
A
R
W
A
Y
RAMP DOWN
RAMP UP
FF=90.78FF=90.78FF=
9
0
.
7
8
STAI
R
S
#
1
ELEV.
EXIT
D
O
O
R
1
1X 36"18192021222324252627282930313233343536STAI
R
S
#
2 ENGINEERINGRECORD OF SURVEYSAN TOMAS EXPRESS WAY, UNIT NO. 5192 M 37LOT 41
APN 305-39-009
APN 305-39-050
LOT 42 & 43APN 305-39-008 & 305-39-008
W I N C H E S T E R B O U L E V A R DF
R
I
A
R
W
A
Y
1ST
F
F
=
1
0
0
.
7
8
BS
M
T
F
F
=
9
0
.
7
8
1ST
F
F
=
1
0
0
.
7
8
BS
M
T
F
F
=
8
9
.
7
8
1ST
F
F
=
1
0
0
.
7
8
100.70100.70TR
A
S
H
100
.
2
6
RAMP DOWN
RAMP UP
1234567891011121314151617ELEV.
EXIT
D
O
O
R
1
1X 36" ENGINEERING
2ND
FRIAR WAYGROUND PARKING
SECTION B-B
UNDERGROUND
PARKING
90.28 BSMT = 90.78
1ST FF = 100.78
SECTION A-A
GROUND PARKING
FRIAR WAY
UNDERGROUND PARKING = 90.28
DWY RAMP DOWN PROFILE
FRIAR WAY
GROUND PARKING
UNDERGROUND PARKING
S WINCHESTER BLVD
RAMP DO
W
N
DWY RAMP UP PROFILE
S WINCHESTER BLVD
GROUND PARKING
RAMP U
P
UNDERGROUND PARKING
ENGINEERINGSWALE TYPICAL SECTION
ENGINEERING
W I N C H E S T E R B O U L E V A R DF R
I
A
R
W
A
Y
1
S
T
F
F
=
1
0
0
.
7
8
B
S
M
T
F
F
=
9
0
.
7
8
1
S
T
F
F
=
1
0
0
.
7
8
B
SM
T
F
F
=
8
9
.
7
8
1
S
T
F
F
=
1
0
0
.
7
8
100.701234567891011121314151617 ENGINEERINGLOT 41
APN 305-39-009
APN 305-39-050
RECORD OF SURVEYSAN TOMAS EXPRESS WAY, UNIT NO. 5192 M 37LOT 42
& 43APN 305-39-008 & 305-39-008
W I N C H E S T E R B O U L E V A R D
F
R
I
A
R
W
A
Y
1S
T
F
F
=
1
0
0
.
7
8
BS
M
T
F
F
=
9
0
.
7
8
1ST
F
F
=
1
0
0
.
7
8
BS
M
T
F
F
=
8
9
.
7
8
1ST
F
F
=
1
0
0
.
7
8
100.701234567891011121314151617 ENGINEERINGLOT 41
APN 305-39-009
APN 305-39-050
RECORD OF SURVEYSAN TOMAS EXPRESS WAY, UNIT NO. 5192 M 37LOT 42 & 43APN 305-39-008 & 305-39-008
ENGINEERING
ENGINEERING Make sure portable toilets are
in good working order. Check
frequently for leaks.
Cover and maintain dumpsters.
Check frequently for leaks. Place
dumpsters under roofs or cover with
tarps or plastic sheeting secured
around the outside of the dumpster.
Never clean a dumpster by hosing it
down on the construction site.
Never hose down "dirty"
pavement or surfaces where materials
have spilled. Use dry cleanup
methods whenever possible. If you
must use water, use just enough to
keep the dust down.
Clean up leaks, drips, and
other spills immediately so they do
not contaminate soil or groundwater
or leave residue on paved surfaces.
Keep pollutants off exposed
surfaces. Place trash cans and
recycling receptacles around the
site to minimize litter.
Keep materials out of the rain-
prevent runoff contamination at the
source. Cover exposed piles of soil
of construction materials with
plastic sheeting or temporary roofs.
Before it rains, sweep and remove
materials from surfaces that drain
to storm drains, creeks, or
channels.
Designate one area of the site
for auto parking, vehicle refueling,
and routine equipment maintenance.
The designated area should be well
away from streams or storm drain
inlets, and bermed if necessary.
Make major repairs off site.
WHAT CAN YOU DO?
Construction industry
BEST MANAGEMENT PRACTICES FOR THE:
GENERAL CONSTRUCTION AND SITE SUPERVISION
SANTA CLARA VALLEY NONPOINT SOURCE POLLUTION CONTROL PROGRAM
BEST MANAGEMENT PRACTICES FOR THE CONSTRUCTION INDUSTRY.
Blueprint for a Clean Bay
Many landscaping activities decompose
soils and increase the likelihood
that earth and garden chemicals will
runoff into the storm drains during
irrigation or when it rains.
Swimming pool water containing
chlorine and copper-based algaecides
should never be discharged to storm
drains. These chemicals are toxic
to aquatic life.
STORM DRAIN POLLUTION FROM LANDSCAPING
AND SWIMMING POOL MAINTENANCE
Collect lawn and garden
clippings, pruning waste, and tree
trimmings. Chip if necessary, and
compost.
Use up pesticides. Rinse
containers, and use rinse water as
product. Dispose of rinsed
containers in the trash.
LANDSCAPING/GARDEN MAINTENANCE
Never wash excess material from
exposed aggregate concrete or
similar treatments into a street or
storm drain. Collect and recycle,
or dispose to dirt area.
Road Crews
Driveway/sidewalk/parking lot
construction crews
Seal coat contractors
Operators of:
grading equipment
paving machines
dump trucks
concrete mixers
Construction inspectors
General contractors
Developers
Bulldozers, backhoe, and
grading machine operators
Dump truck drivers
Site supervisors
General contractors
Home builders
Developers
Soil excavation and grading
operations loosen large amounts of
soil that can flow or blow into
storm drains if handled improperly.
Soil erodes due to a combination of
decreased soil stability, increased
runoff, and increased flow velocity.
Some of the most effective erosion
control practices reduce the amount
of runoff crossing a site and slow
the flow with check dams or
roughened ground surfaces.
STORM DRAIN POLLUTION FROM EARTH-
MOVING ACTIVITIES
Unusual soil conditions,
discoloration, or odor
Abandoned underground tanks
Abandoned wells
Buried barrels, debris, or
trash
WATCH FOR ANY OF THESE CONDITIONS:
As you know, contaminated
groundwater is a common problem in
the Santa Clara Valley. It is
essential that all contractors and
subcontractors involved in
excavation and grading know what to
look for in detecting contaminated
soil or groundwater, and test ponded
groundwater before pumping. See
Blueprint for a Clean Bay, a
construction best management
practices guide available from the
Santa Clara Valley Nonpoint Source
Pollution Control Program, for
details.
Do not use diesel oil to
lubricate equipment or parts.
Protect downslope drainage
courses, streams, and storm drains
with hay bales or temporary drainage
swales.
Perform major equipment repairs
away from the job site.
Cover stockpiles and excavated
soil with secured tarps or plastic
sheeting.
Use check dams or ditches to
divert runoff around excavations.
GENERAL BUSINESS PRACTICES
When refueling or
vehicle/equipment maintenance must
be done on site, designate a
location away from storm drains.
Schedule excavation and grading
work for dry weather.
Consider planting temporary
vegetation for erosion control on
slopes or where construction is not
immediately planned.
Remove existing vegetation only
when absolutely necessary.
DURING CONSTRUCTION
Shovel or vacuum saw-cut slurry
and remove from the site. Cover or
barricade storm drain during saw-
cutting if necessary.
Cover and seal catch basins and
manholes when applying seal coat,
slurry seal, fog seal, etc.
Avoid paving and seal coating
in wet weather, or when rain is
forecast before fresh pavement will
have time to cure.
Use check dams, ditches, or
berms to divert runoff around
excavations.
Road paving, surfacing, and pavement
removal happen right in the street,
where there are numerous
opportunities for storm drain
contamination by asphalt, saw-cut
slurry, or excavated material.
Extra planning is required to store
and dispose of materials properly
and guard against pollution of storm
drains and creeks.
STORM DRAIN POLLUTION FROM ROADWORK
Never hose down streets to
clean up tracked dirt.
When refueling or
vehicle/equipment maintenance must
be done on site, designate a
location away from storm drains and
creeks.
Perform major equipment repairs
in designated areas at your yard,
away from the construction site.
Schedule excavation and grading
work for dry weather.
Develop and implement
erosion/sediment control plans for
embankments.
GENERAL BUSINESS PRACTICES
DURING CONSTRUCTION
Recycle used oil, concrete,
broken asphalt, etc. whenever
possible.
Do not use diesel oil to
lubricate equipment or parts.
Check for and repair leaking
equipment.
WHAT CAN YOU DO?
Make sure broken pavement does
not come in contact with rainfall or
runoff.
After breaking old pavement, be
sure to remove all chunks and
pieces.
Avoid creating excess dust when
breaking asphalt or concrete.
ASPHALT/CONCRETE REMOVAL
Avoid over application by water
trucks for dust control.
Collect and recycle or
appropriately dispose of excess
abrasive gravel or sand.
Clean up all spills and leaks
using "dry" methods (with absorbent
materials and/or rags), or dig up
and remove contaminated soil.
Catch drips from paver with
drip pans or absorbent material
(cloth, rags, etc.) placed under
machine when not in use.
Cover stockpiles (asphalt,
sand, etc.) and other materials with
plastic tarps. Protect from
rainfall and prevent runoff with
temporary roofs or plastic sheets
and berms.
DETECTING CONTAMINATED SOIL OR
GROUNDWATER
Fresh concrete and cement-
related mortars that wash into
lakes, streams, or estuaries are
toxic to fish and the aquatic
environment. Disposing of these
materials to the strom drains or
creeks causes serious problems and
is prohibited by law.
STORM DRAIN POLLUTION FROM MASONRY
AND PAVING
Dispose of small amounts of
excess dry concrete, grout, and
mortar in the trash.
Recycle large chunks of broken
concrete at a landfill.
When breaking up paving, be
sure to pick up all the pieces and
dispose properly.
Place hay bales or other
erosion controls down-slope to
capture runoff carrying mortar or
cement before it reaches the storm
drain.
When cleaning up after driveway
or sidewalk construction, wash fines
onto dirt areas, not down the
driveway or into the street or storm
drain.
FRESH CONCRETE AND MORTAR APPLICATION
Secure bags of cement after
they are open. Be sure to keep wind-
blown cement powder away from
gutters, storm drains, rainfall, and
runoff.
Set up and operate small mixers
on tarps or heavy plastic drop
cloths.
BEST MANAGEMENT PRACTICES FOR THE:
EARTH MOVING ACTIVITIES
Don't mix up more fresh
concrete or cement than you will use
in a day.
Wash out concrete mixers only
in designated wash-out areas in your
yard, where the water will flow into
containment ponds or onto dirt.
Whenever possible, recycle washout
by pumping back into mixers for
reuse. Never dispose of washout
into the street, storm drains,
drainage ditches, or streams.
DURING CONSTRUCTION
Never bury waste material.
Both at your yard and the
construction site, always store both
dry and wet materials under cover,
protected from rainfall and runoff.
Protect dry materials from wind.
GENERAL BUSINESS PRACTICES
BEST MANAGEMENT PRACTICES FOR
Masons and bricklayers
Sidewalk construction crews
Patio construction workers
Construction inspectors
General contractors
Home builders
Developers
In communities with curbside
yard waste recycling, leave
clippings and pruning waste for
pickup in approved bags or
containers. Or, take to a landfill
that composts yard waste.
Contact the local sewage
treatment authority. You may be
able to discharge to the sanitary
sewer by running a hose to a utility
sink or sewer pipe cleanout
junction. Store pesticides, fertilizers,
and other chemicals indoors or in a
shed or storage cabinet.
BEST MANAGEMENT PRACTICES FOR THE:
ROADWORK AND PAVING
Do not use copper-based
algaecides unless absolutely
necessary. Control algae with
chlorine or other alternatives to
copper-based pool chemicals. Copper
is a powerful herbicide. Sewage
treatment technology cannot remove
all of the metals that enter a
treatment plant.
Revegetation is an excellent
form of erosion control for any
site.
Protect storm drains with hay
bales or other erosion controls.
Use temporary check dams or
ditches to divert runoff away from
storm drains.
Schedule grading and excavation
projects for dry weather.
Do not blow or rake leaves,
etc. into the street.
Do not place yard waste in
gutters.
When emptying a pool or spa,
let chlorine dissipate for a few
days, and then recycle/reuse water
by draining it gradually onto a
landscaped area.
Never discharge pool or spa
water to a street or storm drain.
POOL/FOUNTAIN/SPA MAINTENANCE
LANDSCAPING, GARDENING, AND POOL MAINTENANCE
Protect stockpiles and
landscaping materials from wind and
rain by storing them under tarps or
secured plastic sheeting.
GENERAL BUSINESS PRACTICES
Developers
Home builders
Swimming pool/spa service and
repair workers
General contractors
Gardeners
Landscapers
BEST MANAGEMENT PRACTICES FOR THE:
OR
Dispose of unused pesticide as
hazardous waste.
Spill Response Agencies
1. Dial 911
2. Santa Clara Valley Water
District Environmental Compliance
Division (408) 927-0710.
3. Governor's Office of Emergency
Services Warning Center (800) 852-
7550 (24 hours).
Local Pollution Control Agencies
Santa Clara County Office of Toxics
and Solid Waste Management
(408) 441-1195
Santa Clara Valley Water District
(408) 927-0710
San Jose/Santa Clara Water Pollution
Control Plant
(408) 945-5300
Serving Campbell, Cupertino, Los
Gatos, Milpitas, Monte Sereno, San
Jose, Santa Clara and Saratoga
Sunnyvale Water Pollution Control
Plant
(408) 730-7270
Palo Alto Regional Water Quality
Control Plant
(415) 329-2598
Serving East Palo Alto, Los Altos,
Los Altos Hills, Montain View, Palo
Alto, and Stanford
In the Santa Clara Valley, storm
drains flow directly to local creeks
and San Francisco Bay, with no
treatment. Storm water pollution is
a serious problem for wildlife
dependent on our waterways and for
the people who live near polluted
streams or baylands. Some common
sources of this pollution include
spilled oil, fuel, and fluids from vehicles
and heavy equipment;
construction debris; landscaping
runoff containing pesticides or weed
killers; and materials such as used
motor oil, antifreeze, and paint
products that people pour or spill
into a street or storm drain.
Thirteen valley cities have joined
together with Santa Clara County and
the Santa Clara Valley Water
District to educate local residents
and businesses and fight storm drain
pollution.
Note: The property owner and the
contractor share ultimate
responsibility for the activities
that occure on a construction site.
Owner and contractor may be held
responsible for any environmental
damage caused by the subcontractors
or employees.
Dispose of all wastes properly.
Many construction materials and
wastes, including solvents, water-
based paints, vehicle fluids, broken
asphalt and concrete, wood, and
cleared vegetation can be recycled.
(See the references list of
recyclers at the back of Blueprint
for a Clean Bay). Materials that
cannot be recycled must be taken to
an appropriate landfill or disposed
of as hazardous waste. Never bury
waste materials or leave them in the
street or near a creek or stream
bed.
Construction sites are common
sources of storm water pollution.
Materials and wastes that blow or
wash into a storm drain, gutter or
street have a direct impact on local
creeks and the Bay. As a
contractor, site supervisor, owner
or operator of a site, you may be
responsible for any environmental
damage caused by your subcontractors
or employees.
STORM DRAIN POLLUTION FROM
CONSTRUCTION ACTIVITIES
Use recyclable materials
whenever possible.
Practice Source Reduction-
minimize waste when you order
materials. Order only the amount
you need to finish the job.
A. Criminal Penalties. Any person who violates any
provision of this article shall be guilty of a
misdemeanor and upon conviction thereof shall be
punishable by imprisonment for a term not to exceed
six (6) months or by a fine not to exceed $1000 or
by both. Each and every violation of this chapter
shall constitute a separate offense. Every day each
such violation continues shall be an additional
offense.
B. Civil Penalties. Any person who violates any
provision of this chapter shall be civilly liable to the
City of Campbell in a sum not to exceed $1000 per
day for each day in which the violation occurs. Each
and every violation of this chapter shall constitute a
separate offense. Every day each such violation
continues shall be an additional offense.
C. Civil Liability. Any person who violates any
provision of this chapter shall be civilly liable to the
City of Campbell for all costs, including attorneys
fees, associated with the investigation and
remediation of environmental conditions caused by
the discharge of pollutants into the Municipal Storm
Drain System or a Watercourse in violation of this
chapter.
D. Remedies Cumulative. The remedies provided for
in this chapter are cumulative and not exclusive and
shall be in addition to any and all other remedies
available to the City of Campbell under State and
Federal Law.
Chips and dust from marine
paints or paints containing lead or
tributyl tin are hazardous wastes.
Dry sweep and dispose of
appropriately.
When stripping or cleaning
building exteriors with high-
pressure water, block storm drains.
Wash water onto a dirt area and
spade into soil. Or, check with the
local wastewater treatment authority
to find out if you can collect (mop
or vacum) building cleaning water
and dispose to the sanitary sewer.
Paint chips and dust from non-
hazardous dry stripping and sand
blasting may be swept up and
disposed as trash.
Chemical paint stripping
residue is a hazardous waste.
PAINT REMOVAL
Keep all liquid paint products and
wastes away from the gutter, street,
and storm drains. Liquid residues
from paints, thinners, solvents,
glues and cleaning fluids are
hazardous wastes. When they are
thoroughly dry, empty paint cans,
spent brushes, rags, and drop cloths
may be disposed of as trash.
Floor covering installers
General contractors
BEST MANAGEMENT PRACTICES FOR THE:
PAINTING AND APPLICATION OF SOLVENTS
AND ADHESIVES
Clean up spills on dirt areas
by digging up and properly disposing
of contaminated soil.
Clean up spills immediately when
they happen.
MATERIALS/WASTE/HANDLING
Do not use diesel oil to
lubricate equipment or parts.
If you must drain and replace
motor oil, radiator coolant, or
other fluids on site, use drip pans
or drop cloths to catch drips and
spills. Collect all spent fluids,
store in separate containers, and
recycle whenever possible.
Perform major maintenance,
repair jobs, vehicle and
equipment washing off site.
Maintain all vehicles and heavy
equipment. Inspect frequently for
leaks.
Poorly maintained vehicles and heavy
equipment leaking fuel, oil,
antifreeze or other fluids on the
construction site are common sources
of storm water pollution. Prevent
spills and leaks by isolating
equipment from runoff channels, and
by watching for leaks and other
maintenance problems. Remove
construction equipment from the site
as soon as possible.
BEST MANAGEMENT PRACTICES FOR STORM
WATER POLLUTION PREVENTION
STORM DRAIN POLLUTION FROM HEAVY
EQUIPMENT ON THE CONSTRUCTION SITE
Report significant spills to
the appropriate spill response
agencies immediately.
HEAVY EQUIPMENT OPERATION
Designate one area of the
construction site, well away from
streams or storm drain inlets, for
auto and equipment parking,
refueling, and routine vehicle and
equipment maintenance.
SITE PLANNING AND PREVENTIVE VEHICLE
MAINTENANCE
Developers
General contractors
Home builders
Site supervisors
Vehicle and equipment operators
BEST MANAGEMENT PRACTICES FOR THE:
Sweep up spilled dry materials
immediately. Never attempt to wash
them away with water or bury them.
Use as little water as possible for
dust control.
Never hose down dirty
pavement or impermeable surfaces
where fluids have spilled. Use dry
cleanup method (absorbent materials,
cat litter, and/or rags) whenever
possible. If you must use water,
use just enough to keep the dust
down.
Developers
Home builders
Painters
Dry wall crews
Plasterers
Graphic artists
Paperhangers
All paints, solvents, and adhesives
contain chemicals that are harmful
to the wildlife in our creeks and
Bay. Toxic chemicals may come from
liquid or solid products or from
cleaning residues or rags. It is
especially important not to clean
brushes in an area where paint
residue can flow to a gutter,
street, or storm drain.
ORDINANCE OF THE CITY OF CAMPBELL
ESTABLISHING REQUIREMENTS FOR
STORM WATER POLLUTION CONTROL
STORM DRAIN POLLUTION FROM PAINTS,
SOLVENTS, AND ADHESIVES
Reuse leftover oil-based paint.
Dispose of excess liquid, including
sludges, as hazardous waste.
Recycle excess water-based
paint, or use up. Dispose of excess
liquid, including sludges, as
hazardous waste.
Recycle/reuse leftover paints
whenever possible.
WHAT CAN YOU DO?
For oil based paints, paint out
brushes to the extent possible,
filter and reuse thinners and
solvents. Dispose of excess liquids
and residue as hazardous waste.
For water based paints, paint
out brushes to the extent possible,
and rinse to the sanitary sewer.
Never clean brushes or rinse
paint containers into a street,
gutter, storm drain, or stream.
PAINTING CLEANUP
UP1A400STAIRS #1ELEV.8811772233445566BCDEFGHJA20' - 6" 12' - 10" 12' - 6" 12' - 10"13' - 2" 12' - 10" 14' - 8" 13' - 4"14' - 1"10' - 6"19' - 0"19' - 0"13' - 8"5' - 0"8' - 6"20' - 10"EXIT DOOR 11X 36"EXIT DOOR 21X 36"2A40018192021222324252627282930313233343536112' - 5"110' - 7"STAIRS #2SETBACK LINE14' - 1"10' - 6"19' - 0"19' - 0"13' - 8"5' - 0"1.A1.AREAR SETBACK8' - 0"UTILITYEASEMENTDEDICATION81' - 3"2 4 ' - 0 "1 0 ' - 6 "
3 ' - 0 "1 0 ' - 6 "99' - 4"13' - 1"10' - 1" 4' - 10"15' - 1"5' - 2" 9' - 0" 9' - 0"9' - 0" 9' - 0"9' - 0" 9' - 0"9' - 0" 9' - 0"9' - 0" 9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"10' - 0"9' - 0"9' - 0"12334445TYP.25' - 0"20' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"20' - 0"20' - 0"25' - 0"20' - 0"25' - 0"25' - 0"20' - 0"22A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:01:45 PM 1/8" = 1'-0"A100Floor Plan,BasementFloor Plan, Basement 1/8" = 1'-0"2Floor Plan, Basement0'4'8'16'32'ENTRY & EXIT RAMPCURB W/ PLANTERDIRT FILLSTRIPED ACCESSIBLE AISLE / ROUTEEV CHARGING STATIONFLOOR PLAN KEYNOTES:12345
UPDNUPREF.REF.1A400ELEV.MECH.BOILER RM.MAILUNIT 1LIVE/WORK(670.2 SF)ELEV.MECH8723456DEFGHJ14' - 1"10' - 6"19' - 0"32' - 8"5' - 0"20' - 4"101' - 6"4' - 6"EXITDOOR 31X 36"EXITDOOR 41X 36"2A400TRASHSHAREDLAUNDRYRM.12' - 10" 13' - 2" 12' - 10" 14' - 8"STAIRS #1STAIRS #2EXIT DOOR 11X 36"EXIT DOOR 21X 36"53' - 4"----RETAIL 2SPEC COM.RETAIL 1SPEC COM. &LIVE/WORK3' - 0"5' - 0"3' - 0"9' - 9"9' - 9"3' - 0"5' - 0"3' - 0"25' - 0"4' - 4"3' - 0"24' - 10"24' - 4"12' - 4"12' - 5" 10' - 4"5' - 8"39' - 0"34' - 11"20' - 4"18' - 2"9' - 5"46' - 1"5' - 6"ABCDFELKJHGIM24' - 5"25' - 0"NFLOOR PLAN DIAGRAM & ANALYSISLIVE / WORKCIRCULATIONMECHANICALTRASHOTHER USESUNITAREA (SF)B670.20UNITAREA (SF)C173.57D147.29E178.37F77.88UNITAREA (SF)G50.11H245.28UNITAREA (SF)I153.59UNITAREA (SF)J79.84K135.98L183.09M83.71N52.48A928.07N77.88A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:01:46 PMAs indicatedA101Floor Plan, Level 1Floor Plan, Level 1 1/8" = 1'-0"1Floor Plan, Level 1 1" = 10'-0"2Floor Diagram, Level 10'4'8'16'32'NON-COVERED CORRIDOR & BALCONIES ARE NOT INCLUDED IN THE TOTAL FLOOR AREACELLS IN GREY ARE NOT COUNT TOWARDS CITY'S DEFINITION OF FLOOR AREA (RATIO)OPEN SPACE IS MEASURED IN AREAS MEETING A MINIMUM DIMENSION OF 10 FT X 10 FTNOTE:LEVEL 1 SUMMARYTOTAL BUILDING AREALVL 1LVL 1 / TOTAL BUILDING AREATOTAL FLOOR AREALVL 1LVL 1 / TOTAL FLOOR AREA28,738.5 SF3,039.72 SF10.6%15,278.6 SF2,856.63 SF18.7%2222
REF.REF.DWREF.REF.DWUPUPREF.REF.DWDWDWDWSTAIRS #1UNIT 5UNIT 4UNIT 3UNIT 2UNIT 6UNIT 7(626.04 SF)(879.98 SF)(701.92 SF)(809.27 SF)(838.96 SF)(995.3 SF)ELEV.MECHSTOR.81723456BCDEFGHJ95' - 3"14' - 1"10' - 6"19' - 0"19' - 0"13' - 8"5' - 0"12' - 10" 12' - 6" 12' - 10"13' - 2" 12' - 10" 14' - 8"78' - 7"5' - 0"4' - 0"4' - 0"10' - 1"4' - 0"17' - 6"5' - 0"5' - 5"14' - 1"19' - 6"5' - 8"9' - 5"9' - 4"18' - 9"118' - 9"4' - 10"STAIRS #2COVEREDCORRIDOR222222ABCDEFGHIJKLMMNOPQR13' - 6"38' - 0"43' - 7"1' - 11"18' - 8"18' - 10"8' - 2"10' - 1"4' - 0"23' - 4"5' - 5"2' - 10"11' - 9"4' - 1"16' - 9"5' - 0"9' - 9"9' - 0"18' - 9"8' - 6"46' - 5"28' - 6"21' - 9"4' - 8"12' - 11"4' - 8" 15' - 7" 5' - 4"FLOOR PLAN DIAGRAM & ANALYSISRESIDENCECIRCULATIONMECHANICALBALCONYSTORAGEUNITAREA (SF)A809.27B701.92UNITAREA (SF)G170.33H142.15I78.35J643.67UNITAREA (SF)K43.88UNITAREA (SF)L25.09UNITAREA (SF)R48.7C879.98D626.04E995.3M80.71N26.27O367.75P325.39Q120.33F838.96A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:01:54 PMAs indicatedA102Floor Plan, Level 2Floor Plan, Level 2 1/8" = 1'-0"1Floor Plan, Level 20'4'8'16'32' 1" = 10'-0"2Floor Diagram, Level 2NON-COVERED CORRIDOR & BALCONIES ARE NOT INCLUDED IN THE TOTAL FLOOR AREACELLS IN GREY ARE NOT COUNT TOWARDS CITY'S DEFINITION OF FLOOR AREA (RATIO)OPEN SPACE IS MEASURED IN AREAS MEETING A MINIMUM DIMENSION OF 10 FT X 10 FTNOTE:LEVEL 2 SUMMARYTOTAL BUILDING AREALVL 2LVL 2 / TOTAL BUILDING AREATOTAL FLOOR AREALVL 2LVL 2 / TOTAL FLOOR AREA28,738.5 SF6,924.09 SF24.1%15,278.6 SF5,978.55 SF39.1%222
REF.DWUPDWREF.DWREF.REF.DWREF.DWUNIT 9UNIT 8UNIT 10UNIT 11UNIT 12(547.32 SF)(628.22 SF)(792.32 SF)(706.16 SF)(623.01 SF)STAIRS #1ELEV.MECH81723456DEFGHJ14' - 1" 10' - 6" 19' - 0" 19' - 0" 13' - 8" 5' - 0" 19' - 3"100' - 5"5' - 0"5' - 0"12' - 10" 13' - 2" 12' - 10" 14' - 8"53' - 4"10' - 1" 4' - 0" 17' - 7" 4' - 11" 5' - 5" 14' - 1" 20' - 2" 5' - 0" 9' - 5" 9' - 4" 18' - 9"118' - 9"8' - 0"STAIRS #2COVEREDCORRIDOROPENCORRIDORCOVEREDCORRIDOR4' - 0"22222ABGHIKCDEFPONMJL31' - 7"5' - 0"19' - 10"19' - 10"5' - 0"19' - 3"100' - 5"8' - 11"27' - 2"28' - 6"5' - 0"9' - 5"9' - 4"18' - 9"8' - 6" 14' - 2" 5' - 1" 14' - 2" 5' - 11"28' - 6"23' - 4"5' - 5"8' - 9" 18' - 9" 1' - 11"7' - 4"FLOOR PLAN DIAGRAM & ANALYSISRESIDENCECIRCULATIONMECHANICALBALCONY---UNITAREA (SF)A547.32B628.22UNITAREA (SF)G141.70H55.64I82.03J1040.75UNITAREA (SF)K46.4UNITAREA (SF)L174.43UNITAREA (SF)C792.32D706.16E635.46M27.99N54.25O26.51P26.2F173.4A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:02:14 PMAs indicatedA103Floor Plan, Level 3Floor Plan, Level 3 1/8" = 1'-0"1Floor Plan, Level 30'4'8'16'32' 1" = 10'-0"2Floor Diagram, Level 3NON-COVERED CORRIDOR & BALCONIES ARE NOT INCLUDED IN THE TOTAL FLOOR AREACELLS IN GREY ARE NOT COUNT TOWARDS CITY'S DEFINITION OF FLOOR AREA (RATIO)OPEN SPACE IS MEASURED IN AREAS MEETING A MINIMUM DIMENSION OF 10 FT X 10 FTNOTE:LEVEL 3 SUMMARYTOTAL BUILDING AREALVL 3LVL 3 / TOTAL BUILDING AREATOTAL FLOOR AREALVL 3LVL 3 / TOTAL FLOOR AREA28,738.5SF5,151.38 SF17.9%15,278.6 SF3,762.58 SF24.6%222
REF.REF.DNDWDWUNIT 13UNIT 14(794.41 SF)(849.46 SF)STAIRS #1ELEV.LOBBY81723456EFGHJ14' - 1" 10' - 6" 19' - 0" 19' - 0" 13' - 8" 5' - 0"9' - 5" 9' - 4" 18' - 9"118' - 9"8' - 1" 13' - 2" 12' - 10" 14' - 8"48' - 8"14' - 1" 10' - 6" 19' - 0" 19' - 0" 13' - 8" 5' - 0" 23' - 2"104' - 4"9' - 4"3' - 3"5' - 0"STAIRS #28' - 2"COVEREDCORRIDOROPENCORRIDOROPEN SPACE(231.15 SF)22ADEFHGIJKCB104' - 4"12' - 8"38' - 1"5' - 0"9' - 5"9' - 4"18' - 9"15' - 11"16' - 9"5' - 5"18' - 4"5' - 2"7' - 5"1' - 11"14' - 3"10' - 1"4' - 0"16' - 11"45' - 3"5' - 0"9' - 9"17' - 0"FLOOR PLAN DIAGRAM & ANALYSISRESIDENCECIRCULATIONMECHANICALBALCONY---UNITAREA (SF)A794.41B849.46UNITAREA (SF)D161.00E55.72F82.06G1549.58UNITAREA (SF)------UNITAREA (SF)H23.95UNITAREA (SF)I54.19J26.54K18.67C175.49A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:02:23 PMAs indicatedA104Floor Plan, Level 4Floor Plan, Level 4 1/8" = 1'-0"1Floor Plan, Level 40'4'8'16'32' 1" = 10'-0"2Floor Diagram, Level 4NON-COVERED CORRIDOR & BALCONIES ARE NOT INCLUDED IN THE TOTAL FLOOR AREACELLS IN GREY ARE NOT COUNT TOWARDS CITY'S DEFINITION OF FLOOR AREA (RATIO)OPEN SPACE IS MEASURED IN AREAS MEETING A MINIMUM DIMENSION OF 10 FT X 10 FTNOTE:LEVEL 4 SUMMARYTOTAL BUILDING AREALVL 4LVL 4 / TOTAL BUILDING AREATOTAL FLOOR AREALVL 4LVL 4 / TOTAL FLOOR AREA28,738.5 SF3791.07 SF13.2%15,278.6 SF2,118.14 SF13.9%222
UPDNELEV.MACH.BOILERROOMSHAREDLAUNDRY RM.8' - 9"STAIRS #1ELEV.MECHRETAIL 2SPEC COM.6' - 0"6' - 0"8' - 9"7' - 0"9' - 11"MAIL RM.19' - 2"4' - 1"14' - 5"5' - 9"A1051----A105210' - 9"8' - 6"A105415' - 1"CORRIDOR5' - 10"4' - 0"5' - 0"4' - 0"5' - 0"88' - 10"11' - 7"19' - 9"71' - 4" 3' - 5" 2' - 3"12' - 6"3' - 3"9' - 3"7' - 0"3' - 10"11' - 7"2' - 3"27365413' - 4"6' - 5"9' - 11"3' - 9"70" x 82"1' - 3"KITCHEN / WORKER AREALOBBY AREA38' - 6"6' - 7"671A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:02:34 PMAs indicatedA105Floor Plan, ServiceArea & Spec RetailFloor Plan, Service Area & Spec Retail 1/4" = 1'-0"3Floor Plan, Service Areas 1/2" = 1'-0"1Floor Plan, Laundry Room 1/2" = 1'-0"2Floor Plan, Coffee ShopFLOOR PLAN NOTES1.ALL CEILINGS HTS. PER SECTION AND ELEVATION PLT. HTS.U.N.O. WINDOW SILL HEIGHTS WHERE OPENING OF THEOPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVETHE FINISHED GRADE OR SURFACE BELOW. THE LOWEST PARTOF THE CLEAR OPENING OF THE WINDOW SHALL BE A MIN. 24INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT ISLOCATED (C.R.C. R612.2)2.ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O.(REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD.RESIDENTIAL MAIL BOXES, SEE MAIL PLAN ON SHEET A014BENCHWORK COUNTERTOPINTERIOR PLANTINGDOUBLE STACK DRYER & WASHER COMBOBUILD IN SHEVESADA CLEARANCE CIRCLEDOOR CLEARANCE1234FLOOR PLAN KEYNOTES 1/2" = 1'-0"4Floor Plan, Mail Room56BREAKDOWN & SQUARE FOOTAGETOTAL SF:RETAIL 2 / SPEC COM./COFFEE SHOP:MAIL RM.:SHARED LAUNDRY RM.:BOILER & MECH. RM.:ELEVATOR MACHINE RM.:ELEVATOR:STAIRS #1 RM.:CORRIDOR:1061.81 SF183.09 SF79.84 SF135.98 SF245.28 SF50.11 SF77.88 SF147.29 SF142.34 SFKEY DIAGRAM0'2'4'8'16'0'1'2'4'8'0'1'2'4'8'0'1'2'4'8'78
9' - 3"77' - 4"123' - 6"2' - 0"12' - 1"4' - 7"19' - 11"18' - 10"17' - 0"49' - 1"49' - 1"60' - 4"3' - 2"8' - 2" 10' - 6" 7' - 0" 9' - 8" 10' - 4" 10' - 6" 4' - 11" 5' - 6" 4' - 7" 10' - 10"82' - 0"2' - 0"95' - 0"3' - 6"100' - 7"86' - 7"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"6" / 1'-0"12554444336TYP.19' - 0"19' - 0"19' - 0"24' - 3"78TYP.TYP.97' - 0"LEVEL 2LEVEL 3LEVEL 418' - 10"16' - 7"44' - 9"A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:02:54 PM 1/8" = 1'-0"A200Roof PlanRoof Plan 1/8" = 1'-0"1Roof PlanROOF PLAN KEY NOTES1STANDING SEAM METAL ROOFFLAT ROOF - TRASH ENCLOSUREMETAL AWNING, SEE DETAIL 6/A500PRIVATE BALCONYEXPOSED HALLWAYSOLAR PANELSSUPPORT COLUMNDECORATED TRELLIS, SEE DETAIL 5/A500BUILDING LINES234567890'4'8'16'32'
Level 1, F.F.100' - 9 3/8"Level 3119' - 9 3/8"Level 4128' - 9 3/8"T.O.P146' - 9 3/8"Level 2110' - 9 3/8"T.O.R.148' - 5 3/8"1149121311108521819Level 1, T.O.P.109' - 9 3/8"Level 2, T.O.P.118' - 9 3/8"Level 3, T.O.P.127' - 9 3/8"Level 4, T.O.P.136' - 9 3/8"1' - 8"10' - 0"8' - 0"1' - 0"8' - 0"1' - 0"8' - 0"1' - 0"9' - 0"47' - 8"222Level 1, F.F.100' - 9 3/8"Level 3119' - 9 3/8"Level 4128' - 9 3/8"Level 2110' - 9 3/8"T.O.R.148' - 5 3/8"17613Level 1, T.O.P.109' - 9 3/8"Level 2, T.O.P.118' - 9 3/8"Level 3, T.O.P.127' - 9 3/8"Level 4, T.O.P.136' - 9 3/8"48' - 0"1' - 0"8' - 0"1' - 0"8' - 0"1' - 0"9' - 0"47' - 8"212A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:03:26 PM 1/8" = 1'-0"A300ElevationsElevations 1/8" = 1'-0"2East Elevation, Proposed 1/8" = 1'-0"1West Elevation, ProposedELEVATION KEYNOTESSTANDING SEAM METAL ROOF, REFER TO ROOF PLAN2 X FASCIA2 X SOFFITGUTTERWINDOW TRIMWALL SWEEPBALCONYRAILINGLOBBY ENTRY DOORENTRYELEVATOREXTERIOR WALL - STUCCOEXTERIOR WALL - WOOD SIDINGEXTERIOR WALL - BRICKMETAL AWNINGSAFETY BOLLARDSSUPPORT COLUMNSENTRY BUFFERWOODEN FENCE12345678910111213MATERIALS14HARDIE BOARD SIDINGCHESTNUT BROWNEXTERIOR BRICK VENEERCHERRY VELOUREXTERIOR STUCCOSW 7077 ORIGINAL WHITEEXTERIOR STUCCOSW 7660 EARL GRAY1516171819STANDING SEAMMETAL ROOF0'4'8'16'32'0'4'8'16'32'2BENCHMARK:MAG NAILELEVATION: 98.73'LOCATION: AT CENTER OF THE FRIAR WAY (SEE SHEET C2)
Level 1, F.F.100' - 9 3/8"Level 3119' - 9 3/8"Level 4128' - 9 3/8"T.O.P146' - 9 3/8"Level 2110' - 9 3/8"T.O.R.148' - 5 3/8"125127Level 1, T.O.P.109' - 9 3/8"Level 2, T.O.P.118' - 9 3/8"Level 3, T.O.P.127' - 9 3/8"Level 4, T.O.P.136' - 9 3/8"9' - 0"1' - 0"8' - 0"1' - 0"8' - 0"1' - 0"8' - 0"10' - 0"1' - 8"47' - 8"12131415172Level 1, F.F.100' - 9 3/8"Level 3119' - 9 3/8"Level 4128' - 9 3/8"T.O.P146' - 9 3/8"Level 2110' - 9 3/8"T.O.R.148' - 5 3/8"12121367814151819Level 1, T.O.P.109' - 9 3/8"Level 2, T.O.P.118' - 9 3/8"Level 3, T.O.P.127' - 9 3/8"Level 4, T.O.P.136' - 9 3/8"41' - 8"10' - 0"8' - 0"1' - 0"8' - 0"1' - 0"8' - 0"1' - 0"9' - 0"47' - 8"22A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:03:58 PM 1/8" = 1'-0"A301ElevationsElevations 1/8" = 1'-0"1North Elevation, Proposed 1/8" = 1'-0"2South Elevation, ProposedELEVATION KEYNOTESSTANDING SEAM METAL ROOF, REFER TO ROOF PLAN2 X FASCIA2 X SOFFITGUTTERWINDOW TRIMWALL SWEEPBALCONYRAILINGLOBBY ENTRY DOORENTRYELEVATOREXTERIOR WALL - STUCCOEXTERIOR WALL - WOOD SIDINGEXTERIOR WALL - BRICKMETAL AWNINGSAFETY BOLLARDSSUPPORT COLUMNSENTRY BUFFERWOODEN FENCE12345678910111213141516171819MATERIALS0'4'8'16'32'0'4'8'16'32'HARDIE BOARD SIDINGCHESTNUT BROWNEXTERIOR BRICK VENEERCHERRY VELOUREXTERIOR STUCCOSW 7077 ORIGINAL WHITEEXTERIOR STUCCOSW 7660 EARL GRAYSTANDING SEAMMETAL ROOFBENCHMARK:MAG NAILELEVATION: 98.73'LOCATION: AT CENTER OF THE FRIAR WAY (SEE SHEET C2)2
Level 1, F.F.100' - 9 3/8"Level 3119' - 9 3/8"Basement90' - 9 3/8"Level 4128' - 9 3/8"Level 2110' - 9 3/8"T.O.R.148' - 5 3/8"11' - 8"8' - 0"1' - 0"8' - 0"1' - 0"8' - 0"1' - 0"9' - 0"10' - 6"DAYLIGHT PLANE SETBACKSTAIRSSTAIRSSTAIRSSTAIRSSTAIRS9' - 6"Level 1, T.O.P.109' - 9 3/8"Level 2, T.O.P.118' - 9 3/8"Level 3, T.O.P.127' - 9 3/8"LIVING RM.HALL.BATH.BDRM.BDRM.HALL.HALL.LIVING RM.BATH.BALCONYBALCONYBALCONYGRADE PARKINGPARKING GARAGELevel 4, T.O.P.136' - 9 3/8"47' - 8"10' - 0"6" 1'-0"412356910111817121314(E) Grade,Benchmark98' - 8 3/4"U.G. Parking90' - 3 3/8"2MAX. BLD. HEIGHT49' - 9"Level 1, F.F.100' - 9 3/8"Level 3119' - 9 3/8"Basement90' - 9 3/8"Level 4128' - 9 3/8"Level 2110' - 9 3/8"T.O.R.148' - 5 3/8"11' - 8"8' - 0"1' - 0"8' - 0"1' - 0"8' - 0"1' - 0"9' - 0"10' - 6"Level 1, T.O.P.109' - 9 3/8"Level 2, T.O.P.118' - 9 3/8"Level 3, T.O.P.127' - 9 3/8"Level 4, T.O.P.136' - 9 3/8"SHAREDLAUNDRYRM.BOILERRM.STAIRSSTAIRSSTAIRSSTAIRSSTAIRSWALKWAYPARKINGGARAGESTAIRSSTAIRSSTAIRSSTAIRSSTAIRSBDRM.TRASHENCLOSUREHALLOFFICEBATHBDRMHALLSTRCLBDRMHALLBDRMCLHALLLIVING RMKITCHENKITCHENBATHWALKWAYHALLHALLKITCHENBATHBATHLIVING RMBDRMWICBDRMCLBDRMBDRMHALL47' - 8"10' - 0"12516166781713129111810314RETAIL2(E) Grade,Benchmark98' - 8 3/4"U.G. Parking90' - 3 3/8"2MAX. BLD. HEIGHT49' - 9"A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:05:23 PM 1/8" = 1'-0"A400SectionsSections 1/8" = 1'-0"1Section, CrossGENERAL SECTION NOTESROOFING MATERIAL - REFER TO ROOF NOTESROOF FRAMINGROOF SHEATHINGROOF PITCH - REFER TO ROOF PLANFLOOR SYSTEMFLOOR SHEATHINGHEADERDOUBLE 2X TOP PLATE AT INTERIOR NON-BEARING WALLSDOUBLE 2X TOP PLATE AT EXTERIOR AND BEARING WALLS2X STUDS2X SOLE PLATEFIREBATT INSULATIONEXTERIOR FINISH - REFER TO ELEVATIONS1/2' GYPSUM BOARD- TYP. AT ALL WALLS & CEILING2X P.T.D.F. SILL PLATEATTIC SPACEFOUNDATION2 HOUR FIRE-RATED WALL123456789101112131415SECTION KEY NOTES1617ALL CEILING HTS. PER SECTION AND ELEVATION PLT. HTS. U.N.O.WINDOW SILL HEIGHTS WHERE OPENING OF THE OPERABLEWINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHEDGRADE OR SURFACE BELOW. THE LOWEST PART OF THE CLEAROPENING OF THE WINDOW SHALL BE A MIN. 24 INCHES ABOVE THEFINISHED FLOOR OF THE ROOM IT IS LOCATED. (C.R.C R612.2)ALL EXTERIOR SWINGING DOORS SHALL BE OF SOLID CORECONSTRUCTION WITH A MINIMUM THICKNESS OF 1 3/4 INCHES ORWITH PANELS NOT LESS THAN 9/16 INCHES THICK. OPENINGSBETWEEN GARAGE AND RESIDENCE SHALL BE SOLID WOODDOORS NOT LESS THAN 1 3/4 INCHES IN THICKNESS, SOLID ORHONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/4 INCHES INTHICK, OR 20 MINUTE FIRE RATED DOORS, DOORS SHALL BE SELF-CLOSING AND SELF-LATCHING (C.R.C R302.5.1)EXCEPTION RESIDENCE & PRIVATE GARAGES ARE PROTECTED BYAN AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITHSEC. R309.6 AND R313 DOOR OPENINGS BETWEEN PRIVATEGARAGE & THE RESIDENCE NEED ONLY BE SELF-CLOSING & SELF-LATCHING.ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O.(REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARDALL FLOOR MATERIAL CHANGES TO OCCUR AT CENTER OF DOORJAMBS.ALL F.A.U EQUIPMENT TO FIT 30" X 30" ATTIC ACCESS 1/8" = 1'-0"2Section, Longitudinal BF.A.U. IN ATTIC NOTESFURNACE SHALL BE LISTED FOR INSTALLATION IN FURRED SPACEAND BE LISTED FOR USED ON COMBUSTIBLE FLOORINGVERIFY SIZE OF ATTIC OPENING WITH MANUFACTURERS' SPECSPROVIDE MINIMUM 24" WIDE SOLID CONTINUOUS FLOOR FORPASSAGEWAYFURNACE SHALL BE NOT MORE THAN 20 FT FROM ATTIC OPENINGPROVIDE UNOBSTRUCTED WORK SPACE OF 30" MIN DEPTH INFRONT OF EQUIPMENTVENT THROUGH ROOF A MIN OF 5 FT. ABOVE THE HIGHEST VENTCOLLAR WITH IT SERVESFURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCESRAISE PLATFORM AND PASSAGEWAY FLOOR SUFFICIENTLY SOINSULATION BENEATH WILL NOT BE COMPRESSED180'4'8'16'32'0'4'8'16'32'BENCHMARK:MAG NAILELEVATION: 98.73'LOCATION: AT CENTER OF THE FRIAR WAY (SEE SHEET C2)2
MAX. HEIGHT3' - 0"PER PLANWOOD SLATSWOOD POSTMAX. HEIGHT3' - 6"PER PLANGLASS1' - 6"2' - 0"STUCCOWALL REVEAL4' - 0"OUTRIGGED BEAMCOVERED W/ STUCCO2 X 2 WOOD4 X 4 WOOD2' - 6"2' - 0"PER PLAN3' - 0"A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Residential DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGORDON K WONG, ARCHITECT LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 315-2125GORDONKWONG@GKWARCHITECTS.COM2014.11.6RENEWAL 08/31/20172575 & 2585 South Winchester BoulevardKEVIN YU, PROJECT REP.710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845KEVINYU@GKWARCHITECTS.COM1/29/2020 3:05:31 PMAs indicatedA500Specifications &DetailsSpecifications & DetailsLED BOLLARDSHORIZONTAL SLAT FENCE 1" = 1'-0"2Horizontal Fence DetailENTRY WALL BUFFER 1" = 1'-0"3Entry Wall Buffer DetailBRICK VENEER 12" = 1'-0"1LED BollardTRELLISMETAL AWNING 1/2" = 1'-0"5Roof Trellis Detail 1/2" = 1'-0"6Metal Awning Detail
UPREF.8' - 5"BDRM. #1LIVING RM.KITCHEN8' - 4"9' - 8"5' - 6"6' - 7"9' - 8"BDRM. #2HALL.10' - 1"2' - 0"PRIVATEYARD9' - 0"CL.CL.OFFICEADA BATH.ADA BATH.9' - 2"23' - 4"2' - 0"CL.11' - 5"5' - 10"5' - 10"3' - 6"SPEC RETAILBARBER SHOP15' - 3"17' - 11"31' - 4"19' - 5"6' - 8"7' - 6"22' - 10"STAIRSHALLWAY5' - 8"2' - 10"5' - 0"8' - 0"NOT PART OF THE LIVE / WORKA TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:05:42 PMAs indicatedU1.0Floor Plan, Unit 1,Live/Work, ADAFloor Plan, Unit 1, Live/Work, ADA 1/4" = 1'-0"1Floor Plan, Live / WorkFLOOR PLAN NOTES1.ALL CEILINGS HTS. PER SECTION AND ELEVATION PLT. HTS.U.N.O. WINDOW SILL HEIGHTS WHERE OPENING OF THEOPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVETHE FINISHED GRADE OR SURFACE BELOW. THE LOWEST PARTOF THE CLEAR OPENING OF THE WINDOW SHALL BE A MIN. 24INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT ISLOCATED (C.R.C. R612.2)2.ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O.(REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD.3.PER CITY OF CAMPBELL'S DEFINITION OF OPEN SPACE; OPENSPACE IS MEASURED A MIN. 10' X 10' WHICH THESEAPARTMENT'S UNITS' PRIVATE OPENING SPACE DO NOT MEETTHE STANDARDS.ALL CAIBNET'S DIMENSIONS TO VERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALL CABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8 GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD WENTOVENREFRIGERATORDISH WASHERVANITY COUNTER TOPVANITY CABINETTOILETVANITY SINKVAINITY SINK FAUCET, LOW FLOW < 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0 GPM @ 80 PSI1234567FLOOR PLAN KEYNOTES8910111213141516171819AREA BREAKDOWNRETAIL AREA:LIVING AREA:# BATHROOMS:# BEDROOMS:670.2 SF2183.71 SFKEY DIAGRAM0'2'4'8'16'2
REF.DWREF.DWBALCONYKITCHENDINING RM.LIVING RM.HALLWAYBDRM. #1BDRM. #2CLCL8' - 6"16' - 10"5' - 11" 11' - 6"10' - 5"2' - 1"11' - 5"42' - 7"7' - 6"43' - 7"27' - 4"ENTRY12' - 0"5' - 0"8' - 0"BATH.U2.0234' - 2"U2.033' - 6"7' - 0"3' - 0"6' - 9"6' - 9"1/2BATH.10' - 6"65910324785' - 11"12' - 0"5' - 0"8' - 0"121311151416A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:05:43 PMAs indicatedU2.0Floor Plan, Unit 2Floor Plan, Unit 2 1/4" = 1'-0"1Floor Plan, Unit 2 1/2" = 1'-0"2Unit 2, Callout Kitchen 1/2" = 1'-0"3Unit 2, Callout BathroomFLOOR PLAN NOTES1.ALL CEILINGS HTS. PER SECTION AND ELEVATION PLT. HTS.U.N.O. WINDOW SILL HEIGHTS WHERE OPENING OF THEOPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVETHE FINISHED GRADE OR SURFACE BELOW. THE LOWEST PARTOF THE CLEAR OPENING OF THE WINDOW SHALL BE A MIN. 24INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT ISLOCATED (C.R.C. R612.2)2.ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O.(REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD.3.PER CITY OF CAMPBELL'S DEFINITION OF OPEN SPACE; OPENSPACE IS MEASURED A MIN. 10' X 10' WHICH THESEAPARTMENT'S UNITS' PRIVATE OPENING SPACE DO NOT MEETTHE STANDARDS.ALL CAIBNET'S DIMENSIONS TO VERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALL CABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8 GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD WENTOVENREFRIGERATORDISH WASHERVANITY COUNTER TOPVANITY CABINETTOILETVANITY SINKVAINITY SINK FAUCET, LOW FLOW < 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0 GPM @ 80 PSI1234567FLOOR PLAN KEYNOTES8910111213141516171819AREA BREAKDOWNLIVING AREA:# BEDROOM:# BATHROOM.:PRIVATE OPEN SPACE:809.27 SF21.5367.75 SFKEY DIAGRAMKITCHEN KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD VENTOVENREFRIGERATORDISH WASHER12345678910BATHROOM KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETSVANITY COUTER TOPVANITY CABINETTOILETSINKVANITY SINK FAUCET, LOW FLOW< 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0GPM @ 80 PSI11112131415161718190'1'2'4'8'0'1'2'4'8'0'2'4'8'16'
REF.DWREF.DWBALCONYKITCHENDINING RM.LIVING RM.BDRM. #1BDRM. #2CL27' - 4"ENTRYBATH.37' - 5"9' - 0"3' - 0"5' - 0"9' - 6"CL3' - 6"6' - 1"5' - 6"11' - 11"10' - 0"9' - 6"2' - 0"5' - 7"2' - 0"16' - 10"U3.02U3.031/2 BATH.CLCL9' - 8"3' - 6" 6' - 2"2' - 1" 3' - 6" 2' - 0"23491056785' - 0"9' - 6"111312141516A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:05:44 PMAs indicatedU3.0Floor Plan, Unit 3Floor Plan, Unit 3 1/4" = 1'-0"1Floor Plan, Unit 3 1/2" = 1'-0"2Unit 3, Callout Kitchen 1/2" = 1'-0"3Unit 3, Callout BathroomFLOOR PLAN NOTES1.ALL CEILINGS HTS. PER SECTION AND ELEVATION PLT. HTS.U.N.O. WINDOW SILL HEIGHTS WHERE OPENING OF THEOPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVETHE FINISHED GRADE OR SURFACE BELOW. THE LOWEST PARTOF THE CLEAR OPENING OF THE WINDOW SHALL BE A MIN. 24INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT ISLOCATED (C.R.C. R612.2)2.ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O.(REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD.3.PER CITY OF CAMPBELL'S DEFINITION OF OPEN SPACE; OPENSPACE IS MEASURED A MIN. 10' X 10' WHICH THESEAPARTMENT'S UNITS' PRIVATE OPENING SPACE DO NOT MEETTHE STANDARDS.ALL CAIBNET'S DIMENSIONS TO VERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALL CABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8 GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD WENTOVENREFRIGERATORDISH WASHERVANITY COUNTER TOPVANITY CABINETTOILETVANITY SINKVAINITY SINK FAUCET, LOW FLOW < 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0 GPM @ 80 PSI1234567FLOOR PLAN KEYNOTES8910111213141516171819AREA BREAKDOWNLIVING AREA:# BEDROOM:# BATHROOM.:PRIVATE OPEN SPACE:701.92 SF21.5325.29 SFKEY DIAGRAM0'2'4'8'16'KITCHEN KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD VENTOVENREFRIGERATORDISH WASHER12345678910BATHROOM KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETSVANITY COUTER TOPVANITY CABINETTOILETSINKVANITY SINK FAUCET, LOW FLOW< 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0GPM @ 80 PSI11112131415161718190'1'2'4'8'0'1'2'4'8'
REF.DWREF.DWBALCONYKITCHENDINING RM.LIVING RM.BDRM. #1BDRM. #2CLENTRYBATH.1/2 BATH.11' - 11"10' - 6"3' - 6"10' - 7"2' - 0"12' - 3"12' - 9"5' - 0"8' - 0"2' - 0"CL3' - 0"24' - 3"14' - 11"7' - 6"18' - 3"12' - 8"2' - 1"11' - 4"12' - 1"54' - 10"19' - 8"39' - 11"3' - 0"7' - 4"U4.03U4.021311121415168' - 0"5' - 0"956781023411' - 4"3' - 3"2' - 1"A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:05:46 PMAs indicatedU4.0Floor Plan, Unit 4Floor Plan, Unit 4 1/4" = 1'-0"1Floor Plan, Unit 4 1/2" = 1'-0"2Unit 4, Callout Bathroom 1/2" = 1'-0"3Unit 4, Callout KitchenKITCHEN KEY NOTESALL CAIBNET'S DIMENSIONS TO VERIFIED BYINSTALLER/ CONTRACTOR SHALL VERIFY ALLCABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINK12345678910FLOOR PLAN NOTES1.ALL CEILINGS HTS. PER SECTION AND ELEVATION PLT. HTS.U.N.O. WINDOW SILL HEIGHTS WHERE OPENING OF THEOPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVETHE FINISHED GRADE OR SURFACE BELOW. THE LOWEST PARTOF THE CLEAR OPENING OF THE WINDOW SHALL BE A MIN. 24INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT ISLOCATED (C.R.C. R612.2)2.ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O.(REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD.3.PER CITY OF CAMPBELL'S DEFINITION OF OPEN SPACE; OPENSPACE IS MEASURED A MIN. 10' X 10' WHICH THESEAPARTMENT'S UNITS' PRIVATE OPENING SPACE DO NOT MEETTHE STANDARDS.ALL CAIBNET'S DIMENSIONS TO VERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALL CABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8 GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD WENTOVENREFRIGERATORDISH WASHERVANITY COUNTER TOPVANITY CABINETTOILETVANITY SINKVAINITY SINK FAUCET, LOW FLOW < 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0 GPM @ 80 PSI1234567FLOOR PLAN KEYNOTES8910111213141516171819BATHROOM KEY NOTESALL CAIBNET'S DIMENSIONS TO VERIFIED BYINSTALLER/ CONTRACTOR SHALL VERIFY ALLCABINETSVANITY COUTER TOPVANITY CABINETTOILETSINKVANITY SINK FAUCET, LOW FLOW< 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0GPM @ 80 PSI1111213141516171819AREA BREAKDOWNLIVING AREA:# BEDROOM:# BATHROOM.:PRIVATE OPEN SPACE:879.98 SF21.5120.33 SFKEY DIAGRAMSINK FAUCET, LOW FLOW < 1.8GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD VENTOVENREFRIGERATORDISH WASHER0'2'4'8'16'0'1'2'4'8'0'1'2'4'8'
REF.DWREF.DWKITCHENDINING RM.LIVING RM.BDRM. #1BDRM. #2CLENTRYBATH.CL8' - 0"11' - 5"5' - 5"3' - 6"5' - 0"11' - 6"8' - 8"28' - 7"18' - 9"2' - 10"24' - 7"9' - 1"9' - 2"15' - 3"9' - 1"2' - 0"2' - 0"12' - 2"U5.02U5.03CL7' - 8"5' - 5"97845610325' - 0"8' - 0"131216141511A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:05:48 PMAs indicatedU5.0Floor Plan, Unit 5Floor Plan, Unit 5 1/4" = 1'-0"1Floor Plan, Unit 5 1/2" = 1'-0"2Unit 5, Callout Kitchen 1/2" = 1'-0"3Unit 5, Callout BathroomFLOOR PLAN NOTES1.ALL CEILINGS HTS. PER SECTION AND ELEVATION PLT. HTS.U.N.O. WINDOW SILL HEIGHTS WHERE OPENING OF THEOPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVETHE FINISHED GRADE OR SURFACE BELOW. THE LOWEST PARTOF THE CLEAR OPENING OF THE WINDOW SHALL BE A MIN. 24INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT ISLOCATED (C.R.C. R612.2)2.ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O.(REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD.3.PER CITY OF CAMPBELL'S DEFINITION OF OPEN SPACE; OPENSPACE IS MEASURED A MIN. 10' X 10' WHICH THESEAPARTMENT'S UNITS' PRIVATE OPENING SPACE DO NOT MEETTHE STANDARDS.ALL CAIBNET'S DIMENSIONS TO VERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALL CABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8 GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD WENTOVENREFRIGERATORDISH WASHERVANITY COUNTER TOPVANITY CABINETTOILETVANITY SINKVAINITY SINK FAUCET, LOW FLOW < 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0 GPM @ 80 PSI1234567FLOOR PLAN KEYNOTES8910111213141516171819AREA BREAKDOWNLIVING AREA:# BEDROOM:# BATHROOM.:PRIVATE OPEN SPACE:626.04 SF210KEY DIAGRAMKITCHEN KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD VENTOVENREFRIGERATORDISH WASHER12345678910BATHROOM KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETSVANITY COUTER TOPVANITY CABINETTOILETSINKVANITY SINK FAUCET, LOW FLOW< 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0GPM @ 80 PSI11112131415161718190'2'4'8'16'0'1'2'4'8'0'1'2'4'8'
REF.DWREF.DWBALCONYKITCHENDINING RM.LIVING RM.BDRM. #1BDRM. #2CLENTRYBATH. #1BATH. #2BALCONYPANTRY14' - 7"5' - 0"10' - 8"13' - 0"5' - 0"5' - 0"3' - 0"2' - 0"8' - 0"20' - 5"7' - 10"9' - 3"2' - 0"11' - 3"34' - 11" 5' - 11"31' - 4"28' - 4"19' - 3"U6.03U6.029' - 0"2' - 1"CL5' - 0"8' - 0"1415121113162' - 1"10' - 11"2' - 1" 5' - 9"13' - 0"7' - 10"5621097834A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:05:50 PMAs indicatedU6.0Floor Plan, Unit 6Floor Plan, Unit 6 1/4" = 1'-0"1Floor Plan, Unit 6 1/2" = 1'-0"2Unit 6, Callout Bathroom 1/2" = 1'-0"3Unit 6, Callout KitchenFLOOR PLAN NOTES1.ALL CEILINGS HTS. PER SECTION AND ELEVATION PLT. HTS.U.N.O. WINDOW SILL HEIGHTS WHERE OPENING OF THEOPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVETHE FINISHED GRADE OR SURFACE BELOW. THE LOWEST PARTOF THE CLEAR OPENING OF THE WINDOW SHALL BE A MIN. 24INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT ISLOCATED (C.R.C. R612.2)2.ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O.(REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD.3.PER CITY OF CAMPBELL'S DEFINITION OF OPEN SPACE; OPENSPACE IS MEASURED A MIN. 10' X 10' WHICH THESEAPARTMENT'S UNITS' PRIVATE OPENING SPACE DO NOT MEETTHE STANDARDS.ALL CAIBNET'S DIMENSIONS TO VERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALL CABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8 GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD WENTOVENREFRIGERATORDISH WASHERVANITY COUNTER TOPVANITY CABINETTOILETVANITY SINKVAINITY SINK FAUCET, LOW FLOW < 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0 GPM @ 80 PSI1234567FLOOR PLAN KEYNOTES8910111213141516171819AREA BREAKDOWNLIVING AREA:# BEDROOM:# BATHROOM.:PRIVATE OPEN SPACE:995.3 SF2280.71 SFKEY DIAGRAM0'2'4'8'16'BATHROOM KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETSVANITY COUTER TOPVANITY CABINETTOILETSINKVANITY SINK FAUCET, LOW FLOW< 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0GPM @ 80 PSI1111213141516171819KITCHEN KEY NOTESALL CAIBNET'S DIMENSIONS TO VERIFIED BYINSTALLER/ CONTRACTOR SHALL VERIFY ALLCABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINK12345678910SINK FAUCET, LOW FLOW < 1.8GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD VENTOVENREFRIGERATORDISH WASHER0'1'2'4'8'0'1'2'4'8'
REF.DWREF.DWKITCHENDINING RM.LIVING RM.BDRM. #1BDRM. #2CLENTRYBATH.CL14' - 11"23' - 0"4' - 8"5' - 8"15' - 11"9' - 1"2' - 0"9' - 8" 3' - 6"5' - 0"8' - 0"6' - 0"15' - 2"2' - 1"16' - 3"4' - 4"33' - 10"18' - 8"U7.03U7.027' - 0"20' - 7"1114151213165' - 0"3' - 6" 7' - 0"2' - 1"3' - 6"2' - 1"9236510784A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:05:51 PMAs indicatedU7.0Floor Plan, Unit 7Floor Plan, Unit 7 1/4" = 1'-0"1Floor Plan, Unit 7 1/2" = 1'-0"2Unit 7, Callout Bathroom 1/2" = 1'-0"3Unit 7, Callout KitchenFLOOR PLAN NOTES1.ALL CEILINGS HTS. PER SECTION AND ELEVATION PLT. HTS.U.N.O. WINDOW SILL HEIGHTS WHERE OPENING OF THEOPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVETHE FINISHED GRADE OR SURFACE BELOW. THE LOWEST PARTOF THE CLEAR OPENING OF THE WINDOW SHALL BE A MIN. 24INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT ISLOCATED (C.R.C. R612.2)2.ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O.(REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD.3.PER CITY OF CAMPBELL'S DEFINITION OF OPEN SPACE; OPENSPACE IS MEASURED A MIN. 10' X 10' WHICH THESEAPARTMENT'S UNITS' PRIVATE OPENING SPACE DO NOT MEETTHE STANDARDS.ALL CAIBNET'S DIMENSIONS TO VERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALL CABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8 GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD WENTOVENREFRIGERATORDISH WASHERVANITY COUNTER TOPVANITY CABINETTOILETVANITY SINKVAINITY SINK FAUCET, LOW FLOW < 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0 GPM @ 80 PSI1234567FLOOR PLAN KEYNOTES8910111213141516171819AREA BREAKDOWNLIVING AREA:# BEDROOM:# BATHROOM.:PRIVATE OPEN SPACE:838.96 SF210KEY DIAGRAM0'1'2'4'8'0'1'2'4'8'0'2'4'8'16'KITCHEN KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD VENTOVENREFRIGERATORDISH WASHER12345678910BATHROOM KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETSVANITY COUTER TOPVANITY CABINETTOILETSINKVANITY SINK FAUCET, LOW FLOW< 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0GPM @ 80 PSI1111213141516171819
REF.DWREF.DW5' - 9"LIVING RM.DINING RM.KITCHENBDRM. #1BDRM. #2BATH.13' - 2"8' - 0"8' - 4"BALCONYU8.02U8.0311' - 2"2' - 1"9' - 5"14' - 5"0' - 0"13' - 2"3' - 0"8' - 0"5' - 0"19' - 2"2' - 1"7' - 8"5' - 1"CLCL6' - 4"23104567897' - 6"7' - 8"1311141512165' - 0"8' - 0"A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:05:53 PMAs indicatedU8.0Floor Plan, Unit 8Floor Plan, Unit 8 1/4" = 1'-0"1Floor Plan, Unit 8 1/2" = 1'-0"2Unit 8, Callout Kitchen 1/2" = 1'-0"3Unit 8, Callout BathroomFLOOR PLAN NOTES1.ALL CEILINGS HTS. PER SECTION AND ELEVATION PLT. HTS.U.N.O. WINDOW SILL HEIGHTS WHERE OPENING OF THEOPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVETHE FINISHED GRADE OR SURFACE BELOW. THE LOWEST PARTOF THE CLEAR OPENING OF THE WINDOW SHALL BE A MIN. 24INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT ISLOCATED (C.R.C. R612.2)2.ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O.(REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD.3.PER CITY OF CAMPBELL'S DEFINITION OF OPEN SPACE; OPENSPACE IS MEASURED A MIN. 10' X 10' WHICH THESEAPARTMENT'S UNITS' PRIVATE OPENING SPACE DO NOT MEETTHE STANDARDS.ALL CAIBNET'S DIMENSIONS TO VERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALL CABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8 GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD WENTOVENREFRIGERATORDISH WASHERVANITY COUNTER TOPVANITY CABINETTOILETVANITY SINKVAINITY SINK FAUCET, LOW FLOW < 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0 GPM @ 80 PSI1234567FLOOR PLAN KEYNOTES8910111213141516171819AREA BREAKDOWNLIVING AREA:# BEDROOM:# BATHROOM.:PRIVATE OPEN SPACE:547.03 SF21174.43 SFKEY DIAGRAM0'1'2'4'8'0'1'2'4'8'0'2'4'8'16'KITCHEN KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD VENTOVENREFRIGERATORDISH WASHER12345678910BATHROOM KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETSVANITY COUTER TOPVANITY CABINETTOILETSINKVANITY SINK FAUCET, LOW FLOW< 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0GPM @ 80 PSI1111213141516171819
REF.DWREF.DWLIVING RM.DINING RM.KITCHENBDRM. #1BDRM. #2BATH.5' - 0"2' - 0"8' - 9"11' - 5"8' - 0"ENTRYCL.CL.2' - 0"9' - 2"2' - 10"8' - 9"CL.4' - 6"13' - 4"15' - 1"12' - 1"U9.02U9.036' - 6" 5' - 5"23' - 0"8' - 6"6' - 2"2' - 1"10569782345' - 0"8' - 0"111613121415A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:05:54 PMAs indicatedU9.0Floor Plan, Unit 9Floor Plan, Unit 9 1/4" = 1'-0"1Floor Plan, Unit 9 1/2" = 1'-0"2Unit 9, Kitchen 1/2" = 1'-0"3Unit 9, BathroomFLOOR PLAN NOTES1.ALL CEILINGS HTS. PER SECTION AND ELEVATION PLT. HTS.U.N.O. WINDOW SILL HEIGHTS WHERE OPENING OF THEOPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVETHE FINISHED GRADE OR SURFACE BELOW. THE LOWEST PARTOF THE CLEAR OPENING OF THE WINDOW SHALL BE A MIN. 24INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT ISLOCATED (C.R.C. R612.2)2.ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O.(REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD.3.PER CITY OF CAMPBELL'S DEFINITION OF OPEN SPACE; OPENSPACE IS MEASURED A MIN. 10' X 10' WHICH THESEAPARTMENT'S UNITS' PRIVATE OPENING SPACE DO NOT MEETTHE STANDARDS.ALL CAIBNET'S DIMENSIONS TO VERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALL CABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8 GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD WENTOVENREFRIGERATORDISH WASHERVANITY COUNTER TOPVANITY CABINETTOILETVANITY SINKVAINITY SINK FAUCET, LOW FLOW < 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0 GPM @ 80 PSI1234567FLOOR PLAN KEYNOTES8910111213141516171819AREA BREAKDOWNLIVING AREA:# BEDROOM:# BATHROOM.:PRIVATE OPEN SPACE:628.22 SF210KEY DIAGRAM0'1'2'4'8'0'2'4'8'16'KITCHEN KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD VENTOVENREFRIGERATORDISH WASHER12345678910BATHROOM KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETSVANITY COUTER TOPVANITY CABINETTOILETSINKVANITY SINK FAUCET, LOW FLOW< 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0GPM @ 80 PSI11112131415161718190'1'2'4'8'
DWREF.DWREF.LIVING RM.DINING RM.KITCHENBDRM. #1BDRM. #2BATH. #1ENTRYCL.CL.WIC.9' - 3"9' - 3"2' - 0"10' - 9"5' - 8"3' - 2"3' - 2"5' - 8"8' - 0"5' - 0"2' - 0"4' - 7"5' - 0"8' - 0"18' - 10"16' - 8"7' - 11"10' - 6"3' - 0"BALCONYU10.03U10.02BATH. #23' - 0"6' - 2"9' - 9"8' - 0"5' - 0"1112131415162' - 1"8' - 5"5' - 10"2' - 1"5623479810A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:05:56 PMAs indicatedU10.0Floor Plan, Unit 10Floor Plan, Unit 10 1/4" = 1'-0"1Floor Plan, Unit 10 1/2" = 1'-0"2Unit 10, Callout Bathroom 1/2" = 1'-0"3Unit 10, Callout KitchenFLOOR PLAN NOTES1.ALL CEILINGS HTS. PER SECTION AND ELEVATION PLT. HTS.U.N.O. WINDOW SILL HEIGHTS WHERE OPENING OF THEOPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVETHE FINISHED GRADE OR SURFACE BELOW. THE LOWEST PARTOF THE CLEAR OPENING OF THE WINDOW SHALL BE A MIN. 24INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT ISLOCATED (C.R.C. R612.2)2.ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O.(REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD.3.PER CITY OF CAMPBELL'S DEFINITION OF OPEN SPACE; OPENSPACE IS MEASURED A MIN. 10' X 10' WHICH THESEAPARTMENT'S UNITS' PRIVATE OPENING SPACE DO NOT MEETTHE STANDARDS.ALL CAIBNET'S DIMENSIONS TO VERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALL CABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8 GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD WENTOVENREFRIGERATORDISH WASHERVANITY COUNTER TOPVANITY CABINETTOILETVANITY SINKVAINITY SINK FAUCET, LOW FLOW < 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0 GPM @ 80 PSI1234567FLOOR PLAN KEYNOTES8910111213141516171819FLOOR PLAN NOTES1.ALL CEILINGS HTS. PER SECTION AND ELEVATION PLT. HTS.U.N.O. WINDOW SILL HEIGHTS WHERE OPENING OF THEOPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVETHE FINISHED GRADE OR SURFACE BELOW. THE LOWEST PARTOF THE CLEAR OPENING OF THE WINDOW SHALL BE A MIN. 24INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT ISLOCATED (C.R.C. R612.2)2.ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O.(REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD.3.PER CITY OF CAMPBELL'S DEFINITION OF OPEN SPACE; OPENSPACE IS MEASURED A MIN. 10' X 10' WHICH THESEAPARTMENT'S UNITS' PRIVATE OPENING SPACE DO NOT MEETTHE STANDARDS.ALL CAIBNET'S DIMENSIONS TO VERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALL CABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8 GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD WENTOVENREFRIGERATORDISH WASHERVANITY COUNTER TOPVANITY CABINETTOILETVANITY SINKVAINITY SINK FAUCET, LOW FLOW < 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0 GPM @ 80 PSI1234567FLOOR PLAN KEYNOTES8910111213141516171819AREA BREAKDOWNAREA BREAKDOWNLIVING AREA:# BEDROOM:# BATHROOM.:PRIVATE OPEN SPACE:792.32 SF2254.25 SFKEY DIAGRAMKEY DIAGRAM0'1'2'4'8'0'2'4'8'16'KITCHEN KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD VENTOVENREFRIGERATORDISH WASHER12345678910BATHROOM KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETSVANITY COUTER TOPVANITY CABINETTOILETSINKVANITY SINK FAUCET, LOW FLOW< 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0GPM @ 80 PSI11112131415161718190'1'2'4'8'
DWREF.DWREF.LIVING RM.DINING RM.KITCHENBDRM. #1BDRM. #2BATH.ENTRYCL.CL.CL.1/2BATH.BALCONY3' - 0"18' - 11"14' - 9"8' - 0"10' - 6"5' - 1"3' - 0"10' - 2"8' - 4"4' - 9"9' - 10"2' - 0"5' - 4"4' - 5"3' - 0"4' - 11"8' - 0"5' - 5"13' - 8"3' - 0"U11.02U11.032' - 1"8' - 0"5' - 11"2' - 1"56234789105' - 0"8' - 0"131112141516A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:05:58 PMAs indicatedU11.0Floor Plan, Unit 11Floor Plan, Unit 11 1/4" = 1'-0"1Floor Plan, Unit 11 1/2" = 1'-0"2Unit 11, Callout Kitchen 1/2" = 1'-0"3Unit 11, Callout BathroomFLOOR PLAN NOTES1.ALL CEILINGS HTS. PER SECTION AND ELEVATION PLT. HTS.U.N.O. WINDOW SILL HEIGHTS WHERE OPENING OF THEOPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVETHE FINISHED GRADE OR SURFACE BELOW. THE LOWEST PARTOF THE CLEAR OPENING OF THE WINDOW SHALL BE A MIN. 24INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT ISLOCATED (C.R.C. R612.2)2.ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O.(REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD.3.PER CITY OF CAMPBELL'S DEFINITION OF OPEN SPACE; OPENSPACE IS MEASURED A MIN. 10' X 10' WHICH THESEAPARTMENT'S UNITS' PRIVATE OPENING SPACE DO NOT MEETTHE STANDARDS.ALL CAIBNET'S DIMENSIONS TO VERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALL CABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8 GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD WENTOVENREFRIGERATORDISH WASHERVANITY COUNTER TOPVANITY CABINETTOILETVANITY SINKVAINITY SINK FAUCET, LOW FLOW < 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0 GPM @ 80 PSI1234567FLOOR PLAN KEYNOTES8910111213141516171819AREA BREAKDOWNLIVING AREA:# BEDROOM:# BATHROOM.:PRIVATE OPEN SPACE:706.16 SF21.526.51 SFKEY DIAGRAM0'1'2'4'8'0'1'2'4'8'0'2'4'8'16'KITCHEN KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD VENTOVENREFRIGERATORDISH WASHER12345678910BATHROOM KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETSVANITY COUTER TOPVANITY CABINETTOILETSINKVANITY SINK FAUCET, LOW FLOW< 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0GPM @ 80 PSI1111213141516171819
REF.DWREF.DWLIVING RM.BDRM.#1BDRM.#29' - 6"2' - 0"7' - 10"16' - 5"17' - 8"5' - 0"KITCHENDINING RM.BATH.CL.9' - 8"9' - 6"4' - 1"10' - 1"9' - 8"U12.02U12.03CL.2' - 0"6' - 4"11' - 0"7' - 7"2' - 1"6' - 0"56237891045' - 0"1311121614157' - 10"A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:05:59 PMAs indicatedU12.0Floor Plan, Unit 12Floor Plan, Unit 12 1/4" = 1'-0"1Floor Plan, Unit 12 1/2" = 1'-0"2Unit 12, Callout Kitchen 1/2" = 1'-0"3Unit 12, Callout BathroomFLOOR PLAN NOTES1.ALL CEILINGS HTS. PER SECTION AND ELEVATION PLT. HTS.U.N.O. WINDOW SILL HEIGHTS WHERE OPENING OF THEOPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVETHE FINISHED GRADE OR SURFACE BELOW. THE LOWEST PARTOF THE CLEAR OPENING OF THE WINDOW SHALL BE A MIN. 24INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT ISLOCATED (C.R.C. R612.2)2.ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O.(REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD.3.PER CITY OF CAMPBELL'S DEFINITION OF OPEN SPACE; OPENSPACE IS MEASURED A MIN. 10' X 10' WHICH THESEAPARTMENT'S UNITS' PRIVATE OPENING SPACE DO NOT MEETTHE STANDARDS.ALL CAIBNET'S DIMENSIONS TO VERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALL CABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8 GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD WENTOVENREFRIGERATORDISH WASHERVANITY COUNTER TOPVANITY CABINETTOILETVANITY SINKVAINITY SINK FAUCET, LOW FLOW < 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0 GPM @ 80 PSI1234567FLOOR PLAN KEYNOTES8910111213141516171819AREA BREAKDOWNLIVING AREA:# BEDROOM:# BATHROOM.:PRIVATE OPEN SPACE:635.46 SF210KEY DIAGRAM0'1'2'4'8'0'1'2'4'8'0'2'4'8'16'KITCHEN KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD VENTOVENREFRIGERATORDISH WASHER12345678910BATHROOM KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETSVANITY COUTER TOPVANITY CABINETTOILETSINKVANITY SINK FAUCET, LOW FLOW< 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0GPM @ 80 PSI1111213141516171819
REF.DWREF.DW2' - 0"10' - 10"BDRM.#2BDRM.#19' - 6"5' - 0"KITCHEN.BATH.10' - 9"21' - 9"22' - 4"4' - 6"6' - 11"12' - 4"2' - 10"11' - 1"12' - 0"2' - 1"ENTRY.CL.CL.11' - 0"DINING RM.LIVING RM.U13.02U13.036' - 7"1/2BATH.97823456108' - 8"2' - 1"2' - 1" 7' - 5"9' - 6"5' - 0"131112151416A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:06:01 PMAs indicatedU13.0Floor Plan, Unit 13Floor Plan, Unit 13 1/4" = 1'-0"1Floor Plan, Unit 13 1/2" = 1'-0"2Unit 13, Callout Kitchen 1/2" = 1'-0"3Unit 13, Callout BathroomFLOOR PLAN NOTES1.ALL CEILINGS HTS. PER SECTION AND ELEVATION PLT. HTS.U.N.O. WINDOW SILL HEIGHTS WHERE OPENING OF THEOPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVETHE FINISHED GRADE OR SURFACE BELOW. THE LOWEST PARTOF THE CLEAR OPENING OF THE WINDOW SHALL BE A MIN. 24INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT ISLOCATED (C.R.C. R612.2)2.ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O.(REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD.3.PER CITY OF CAMPBELL'S DEFINITION OF OPEN SPACE; OPENSPACE IS MEASURED A MIN. 10' X 10' WHICH THESEAPARTMENT'S UNITS' PRIVATE OPENING SPACE DO NOT MEETTHE STANDARDS.ALL CAIBNET'S DIMENSIONS TO VERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALL CABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8 GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD WENTOVENREFRIGERATORDISH WASHERVANITY COUNTER TOPVANITY CABINETTOILETVANITY SINKVAINITY SINK FAUCET, LOW FLOW < 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0 GPM @ 80 PSI1234567FLOOR PLAN KEYNOTES8910111213141516171819AREA BREAKDOWNLIVING AREA:# BEDROOM:# BATHROOM.:PRIVATE OPEN SPACE:794.41 SF21.50KEY DIAGRAM0'1'2'4'8'0'1'2'4'8'0'2'4'8'16'KITCHEN KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD VENTOVENREFRIGERATORDISH WASHER12345678910BATHROOM KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETSVANITY COUTER TOPVANITY CABINETTOILETSINKVANITY SINK FAUCET, LOW FLOW< 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0GPM @ 80 PSI1111213141516171819
REF.DWREF.DWBDRM.#2M. BDRM.KITCHEN.ADA BATH.ENTRY.CL.5' - 0"8' - 0"9' - 11"10' - 3"4' - 7"16' - 8"10' - 7"10' - 9"3' - 10"4' - 11"18' - 8"3' - 6"BATHCL.STR.LIVING RM.DINING RM.U14.02U14.031' - 6"5' - 0"76' - 0"2' - 1"2' - 1"9' - 5"8105649329' - 11"8' - 0"CLEARANCE 48" X 30"12151411131216SHOWER CL. 70" X 36"12A TTS LACEFOILICENSEDARCHITE C T FORNIAGORDKONWGNO RENEWAL 03/01/201340453-CS. Winchester Blvd. Mixed-Use DevelopmentC A M P B E L L , C A 9 5 1 1 2Project Schedule RevisionSCALER E S I D E N T I A L / C O M M E R C I A LGKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMRENEWAL 08/31/20212575 & 2585 South Winchester BoulevardPROJECT REPRESENTATIVEKEVIN YU, WEIRAN JIA, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845Planning & Fire1#2019.06.06Rev. Date DescriptionPlanning & Fire2 2019.12.061/29/2020 3:06:05 PMAs indicatedU14.0Floor Plan, Unit 14ADAFloor Plan, Unit 14 ADA 1/4" = 1'-0"1Floor Plan, Unit 14 1/2" = 1'-0"2Unit 14, Callout Kitchen 1/2" = 1'-0"3Unit 14, Callout BathroomFLOOR PLAN NOTES1.ALL CEILINGS HTS. PER SECTION AND ELEVATION PLT. HTS.U.N.O. WINDOW SILL HEIGHTS WHERE OPENING OF THEOPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVETHE FINISHED GRADE OR SURFACE BELOW. THE LOWEST PARTOF THE CLEAR OPENING OF THE WINDOW SHALL BE A MIN. 24INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IT ISLOCATED (C.R.C. R612.2)2.ALL INTERIOR DOORS TO BE HOLLOW CORE, 1 3/8" THICK, U.N.O.(REFER TO PLAN FOR SIZE) DOORS TO BE 6'-8" TALL STANDARD.3.PER CITY OF CAMPBELL'S DEFINITION OF OPEN SPACE; OPENSPACE IS MEASURED A MIN. 10' X 10' WHICH THESEAPARTMENT'S UNITS' PRIVATE OPENING SPACE DO NOT MEETTHE STANDARDS.ALL CAIBNET'S DIMENSIONS TO VERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALL CABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8 GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD WENTOVENREFRIGERATORDISH WASHERVANITY COUNTER TOPVANITY CABINETTOILETVANITY SINKVAINITY SINK FAUCET, LOW FLOW < 1.2 GPM @ 60 PSIBATH TUBMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0 GPM @ 80 PSI1234567FLOOR PLAN KEYNOTES8910111213141516171819AREA BREAKDOWNLIVING AREA:# BEDROOM:# BATHROOM.:PRIVATE OPEN SPACE:849.46 SF2299.4 SFKEY DIAGRAM0'1'2'4'8'0'1'2'4'8'0'2'4'8'16'KITCHEN KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETS W/ OWNERCOUNTER TOPBASE CABINETWALL CABINETSINKSINK FAUCET, LOW FLOW < 1.8GPM - 2.2 GPM @ 60 PSICOOK TOP W/ HOOD VENTOVENREFRIGERATORDISH WASHER12345678910ADA BATHROOM KEY NOTESALL CAIBNET'S DIMENSIONS TOVERIFIED BY INSTALLER/CONTRACTOR SHALL VERIFY ALLCABINETSADA LAVATORYGRAB BARTOILETVANITY SINK FAUCET, LOW FLOW< 1.2 GPM @ 60 PSIADA SHOWERADA PERMANENT SEATMIRRORWALL SCONCESHOWERHEAD, LOW FLOW < 2.0GPM @ 80 PSI1111213141516171819
SITE PHOTOMETRIC CALCULATION
E1.0
SITE PHOTOMETRIC
CALCULATION39210 State St. Ste. 106Fremont, CA 94538phone: (510) 449-4862fax: (510) 509-2362engineers@mrengcon.comwww.mrengcon.comS. Winchester Blvd.Residential DevelopmentC A M P B E L L , C A 9 5 1 1 22575 & 2585 SouthWinchester BoulevardProject Schedule Revision
SCALE:R E S I D E N T I A L / C O M M E R C I A LAS SHOWN
DATE:01.18.19GKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMPROJECT REPRESENTATIVEKEVIN YU, TRAN DANG, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-184510.09.19
PLANNING
COMMENT
01.02.20 PC COMMENT
EXTERIOR LIGHTING FIXTURE SCHEDULE
DESCRIPTIONFIXTURE
TYPE
VOLTMANUFACTURER'S CATALOG NO.LAMPS WATTS MOUNTINGFIXTURE SYMBOL
WALL SCONCE
BOLLARD
THORN LIGHTING
URBA BOLLARD 4L105 740 CL2
OR APPROVED EQUAL
LED 120 25 SURFACE
MOUNTED
LED 120 16 FLANGE
MOUNTED
THORN LIGHTING
PIAZZA II LED 2700-840 HF P ANT
OR APPROVED EQUAL
DESIGNATION CALC TYPE E
CALCULATION SURFACE LIST
av
(fc)
Emax
(fc)
Emin
(fc)
E ave /EminUNITS Emax /Emin
EXTERIOR 1.69ILLUMINANCE 13 0.01 169Fc 1300
SHEET NOTES:
GENERAL NOTES:
1/2/2020 3:31:02 PM
LIGHTING FIXTURE SPECS
E2.0
LIGHTING
FIXTURE SPECS39210 State St. Ste. 106Fremont, CA 94538phone: (510) 449-4862fax: (510) 509-2362engineers@mrengcon.comwww.mrengcon.comS. Winchester Blvd.Residential DevelopmentC A M P B E L L , C A 9 5 1 1 22575 & 2585 SouthWinchester BoulevardProject Schedule Revision
SCALE:R E S I D E N T I A L / C O M M E R C I A LAS SHOWN
DATE:01.18.19GKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMPROJECT REPRESENTATIVEKEVIN YU, TRAN DANG, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-184510.09.19
PLANNING
COMMENT
01.02.20 PC COMMENT
1/2/2020 3:32:43 PM
SITE PHOTOMETRIC CALCULATION
E1.0
SITE PHOTOMETRIC
CALCULATIONS. Winchester Blvd.Residential DevelopmentC A M P B E L L , C A 9 5 1 1 22575 & 2585 SouthWinchester BoulevardProject Schedule Revision
SCALE:R E S I D E N T I A L / C O M M E R C I A LAS SHOWN
DATE:01.18.19GKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMPROJECT REPRESENTATIVEKEVIN YU, TRAN DANG, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-184510.09.19
PLANNING
COMMENT
SHEET NOTES:
GENERAL NOTES:
SINGLE-LINE
DIAGRAM &
PANEL SCHEDULE
E2.0S. Winchester Blvd.Residential DevelopmentC A M P B E L L , C A 9 5 1 1 22575 & 2585 SouthWinchester BoulevardProject Schedule Revision
SCALE:R E S I D E N T I A L / C O M M E R C I A LAS SHOWN
DATE:01.18.19GKW ARCHITECTS, INC., LIC# 34045710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-1845GORDONKWONG@GKWARCHITECTS.COMPROJECT REPRESENTATIVEKEVIN YU, TRAN DANG, JENNY C. WONG710E MCGLINCY LANE SUITE 109CAMPBELL, CA 95008 (408) 796-184510.09.19
PLANNING
COMMENT
SINGLE LINE DIAGRAM
SHEET NOTES:
GENERAL NOTES:
PRELIMINARY LOAD CALCULATIONS
PLUMBING
SCHEDULES
P0.1
GAS PIPE SIZES
PIPE SIZE CFH
1/2"27
3/4"57
1"108
1-1/4"221
1-1/2"331
2"638
2-1/2"1020
3"1800
4"3670
SIZING BASED ON 2016 CPC TABLE 1216.2(1)
Project Schedule Revision
SCALE:R E S I D E N T I A L / C O M M E R C I A LAS SHOWN
DATE:09.18.2019
COMMON @ FIRST FLOOR
TAG LOCATION QTY DESCRIPTION
GAS REQUIREMENT (CFH)
PER UNIT TOTAL
WH-1 UTILITY 2 STORAGE WATER HEATER 150 300
FP OUTDOOR FURNACE 100 0
R-1 SEE ON PLAN GAS RANGE 120 0
D-1 SEE ON PLAN 4 GAS DRYER 40 160
TOTAL GAS DEMAND (CFH) :460
PIPE LENGTH TO MOST REMOTE OUTLET (FT) :47
FITTINGS FACTOR :1.5
TOTAL DEVELOPED LENGTH (FT) :71
EQUIVALENT LENGTH (FT) :70
INLET PRESSURE (in. W.C) :7.0
FIRST FLOOR
TAG LOCATION QTY DESCRIPTION
GAS REQUIREMENT (CFH)
PER UNIT TOTAL
WH-1 UTILITY STORAGE WATER HEATER 150 0
FP OUTDOOR 2 FURNACE 100 200
R-1 SEE ON PLAN 2 GAS RANGE 120 240
D-1 SEE ON PLAN GAS DRYER 40 0
TOTAL GAS DEMAND (CFH) :440
PIPE LENGTH TO MOST REMOTE OUTLET (FT) :104
FITTINGS FACTOR :1.5
TOTAL DEVELOPED LENGTH (FT) :156
EQUIVALENT LENGTH (FT) :175
INLET PRESSURE (in. W.C) :7.0
SECOND FLOOR
TAG LOCATION QTY DESCRIPTION
GAS REQUIREMENT (CFH)
PER UNIT TOTAL
WH-1 UTILITY STORAGE WATER HEATER 150 0
FP OUTDOOR 6 FURNACE 100 600
R-1 SEE ON PLAN 6 GAS RANGE 120 720
D-1 SEE ON PLAN GAS DRYER 40 0
TOTAL GAS DEMAND (CFH) :1320
PIPE LENGTH TO MOST REMOTE OUTLET (FT) :117
FITTINGS FACTOR :1.5
TOTAL DEVELOPED LENGTH (FT) :176
EQUIVALENT LENGTH (FT) :200
INLET PRESSURE (in. W.C) :7.0
THIRD FLOOR
TAG LOCATION QTY DESCRIPTION
GAS REQUIREMENT (CFH)
PER UNIT TOTAL
WH-1 UTILITY STORAGE WATER HEATER 150 0
FP OUTDOOR 5 FURNACE 100 500
R-1 SEE ON PLAN 5 GAS RANGE 120 600
D-1 SEE ON PLAN GAS DRYER 40 0
TOTAL GAS DEMAND (CFH) :1100
PIPE LENGTH TO MOST REMOTE OUTLET (FT) :151
FITTINGS FACTOR :1.5
TOTAL DEVELOPED LENGTH (FT) :227
EQUIVALENT LENGTH (FT) :250
INLET PRESSURE (in. W.C) :7.0
FOURTH FLOOR
TAG LOCATION QTY DESCRIPTION
GAS REQUIREMENT (CFH)
PER UNIT TOTAL
WH-1 UTILITY 0 STORAGE WATER HEATER 150 0
FP OUTDOOR 2 FURNACE 100 200
R-1 SEE ON PLAN 2 GAS RANGE 120 240
D-1 SEE ON PLAN 0 GAS DRYER 40 0
TOTAL GAS DEMAND (CFH) :440
PIPE LENGTH TO MOST REMOTE OUTLET (FT) :96
FITTINGS FACTOR :1.5
TOTAL DEVELOPED LENGTH (FT) :144
EQUIVALENT LENGTH (FT) :150
INLET PRESSURE (in. W.C) :7.0
RISER
DIAGRAM
P0.2
Project Schedule Revision
SCALE:R E S I D E N T I A L / C O M M E R C I A LAS SHOWN
DATE:09.18.2019
GAS DIAGRAM