Item 2 - Exhibit 12 - Development PlansPROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:21:57 PMA000Title Sheet1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 95032O L G A A R D R E S I D E N C E(APN): 527-09-036. 15365 SANTELLA COURT, LOS GATOS CALIFORNIA 95032PLANNING DEPARTMENT DEVELOPMENT APPLICATIONEXHIBIT 12
DWA1011SIM101A1011Ref1Ref1Ref1Ref01View Name1/8" = 1'-0"1tNorth Arrow (Direction)Align Symbol(refers to adjacent plane)Detail Call Out(refers to view &Sheet Number)Grid Bubble(reference line call out)Datum Point or Work Pointor Control PointBuilding Section Call Out(Identifies section cut location,view direction & refersview and sheet number)Building Wall(Screened line indicate "existing"dashed lines indicate"for demolition")View Reference Symbol(indicates location of the View & Sheet numbers)View Call Out(indicates the number & scale of the drawing view)Window Symbol & Tag(indicates the location& type of the window)Door Symbol and Tag(indicates the location, direction and type of the swing door)Sliding Door Symbol and Tag(indicates the location, type of the sliding door)Vanity Unit Lavatory Faucets: ≤1.5 gpmWall Hung Water Closet. Max. 1.28 Gallons per Flush) W/ concealed cisternBath Tub101Roof DrainCook TopDish WasherFloor DrainLinear Shower DrainHose bibShower Head, 2GPM Max.Built-in Double OvenRefrigeratorRange Exhaust hoodClothes WasherClothes Dryer1A101SIMNameElevation1AY1Y64X1H292 SFB131'-2"318 SFB219 SFB416 SFB3410 SFL1500 SFL21130 SFL7137 SFL4109 SFL5710 SFG1230 SFL34'-7 1/2"17'-8"115 SFL831'-3 1/2"6'-6"65 SFL6X429'-6"16'-3 1/2"6'-8"9'-11"22'-11 1/2"17'-8 1/2"19'-0"34'-9 1/2"14'-3"14'-0 1/2"9'-7"7'-3 1/2"11'-4 1/2"9'-7 1/2"22'-4"8'-11 1/2"112 SFB58'-9"1AY1Y64X1H382 SFU1793 SFU254 SFU3240 SFU11241 SFU4537 SFU5273 SFU611 SFU723 SFU954 SFU10225 SFU813'-4 1/2"11'-1"22'-2 1/2"4'-10"17'-0"14'-0"8'-3"6'-3"17'-2"16'-1"7'-2"28'-2 1/2"28'-7 1/2"14'-10 1/2"18'-9"6'-3 1/2"X4PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:22:00 PMA100Project Data Sheet1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 95032SPEC. SPECIFICATIONSS STAINLESS STEELSSD SEE STRUCTURAL DRAWINGSSTD STANDARDSTL STEELSTRUCT. STRUCTURALSYM. SYMMETRICALT&B TOP & BOTTOMT.C. TOP OF CURBT.O. TOP OFT.O.C. TOP OF CURB/CONCRETET.O.G. TOP OF GRADET.O.P. TOP OF PARAPET/TOP OF PLATET.O.S. TOP OF STEEL/TOP OF SLABT.O.W. TOP OF WALLT.P.D. TOILET PAPER DISPENSERT.S. TUBE STEELT.V. TELEVISIONTHK. THICKTYP. TYPICALU.O.N. UNLESS OTHERWISE NOTEDUC. UNDERCUTV.I.F. VERIFY IN FIELDW.C. WATER CLOSETW.H. WATER HEATERW.P. WATER PROOFW.S. WEATHER STRIPPINGW/ WITHW/O WITHOUTWD WOODWDW WINDOWWSCT WAINSCOTWWM WELDED WIRE MESHNA NOT APPLICABLEO.C. ON CENTERO.F.C.I. OWNER FURNISHEDCONTRACTOR INSTALLEDO.F.O.I. OWNER FURNISHED OWNERINSTALLEDO.H. OPPOSITE HANDO/ OVEROPP. OPPOSITEP.H. PANIC HARDWAREP.U.E PUBLIC UTILITY EASEMENTPAV. PAVINGPLYWD. PLYWOODR.D./O.D. ROOF DRAIN/OVERFLOW DRAINR.H.M.S. ROUND HEAD MACHINE SCREWR.H.S.M.S ROUND HEAD SHEET METALSCREWR.H.W.S. ROUND HEAD WOOD SCREWR.W.L. RAIN WATER LEADERRAD. RADIUSREF. REFERENCEREFR. REFRIGERATORREQ. REQUIREDS.C. SOLID CORES.F. SQUARE FOOTAGESCD SEE CIVIL DRAWINGSSECT. SECTIONSED SEE ELECTRICAL DRAWINGSSHT. SHEETSIM. SIMILARSMD SEE MECHANICAL DRAWINGSSMS SHEET METAL SCREWSPD SEE PLUMBING DRAWINGSF.F. FINISH FLOORF.H.M.S. FLAT HEAD MACHINE SCREWF.H.W.S. FLAT HEAD WOOD SCREWF.O. FACE OFF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.O.P. FACE OF PLYWOODF.O.S. FACE OF STUDFDN. FOUNDATIONFIN. FINISHFT. FOOTFURR. FURRINGG.I. GALVANIZED IRONGA. GAUGEGALV. GALVANIZEDGYP.BD. GYPSUM BOARDH.B. HOSE BIBHGT. HEIGHTINFO. INFORMATIONINSUL. INSULATIONINT. INTERIORJB. JUNCTION BOXL.D. LANDSCAPE DRAWINGSL.H. LEFT HANDMAX. MAXIMUMMECH. MECHANICALMET. METALMFR. MANUFACTURERMIN. MINIMUMMISC. MISCELLANEOUSMTD. MOUNTEDN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALECLKG. CAULKINGCLO. CLOSETCLR. CLEARCMU CONCRETE MASONRY UNITCOL. COLUMNCONC. CONCRETECONN. CONNECTIONCONT. CONTINUOUSCTR. CENTERCTSK. COUNTERSUNKD.L. DOOR LOUVERD.S. DOWNSPOUTDBL. DOUBLEDEMO. DEMOLITIONDET. DETAILDIA DIAMETER OR ROUNDDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDN DOWNDR. DOORE.J. EXPANSION JOINTE.O.S. EDGE OF SLABE.W. EACH WAYEA. EACHELEC. ELECTRICALELEV. ELEVATIONEQ. EQUALEQPT. EQUIPMENTEXT. EXTERIORF.A. FIRE ALARMF.D. FLOOR DRAIN" INCH/INCHES# POUND/NUMBER' FOOT/FEET(E) EXISTING(N) NEW.X BY.° DEGREES.± PLUS/MINUS@ ATA.B. ANCHOR BOLTA.C. ASPHALTIC CONCRETEA.F.F. ABOVE FINISH FLOORARCH. ARCHITECTURALB.O. BOTTOM OFB.O.F. BOTTOM OF FOOTINGB.S. BOTH SIDESBD. BOARDBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGC.D. CIVIL DRAWINGSC.F.C.I. CONTRACTOR FURNISHEDCONTRACTOR INSTALLEDC.G. CORNER GUARDC.I. CAST IRONC.J. CONTROL JOINTC.O. CLEAN OUTC.W. COLD WATERCAB. CABINETCEM. CEMENTCER. CERAMICCL CENTER LINECLG. CEILING1 EXISTING CONSTRUCTION DATA SHOWN ON THE DRAWINGS WAS OBTAINED FROM AVAILABLE DRAWINGS AND FIELDMEASUREMENTS. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ALLEXCEPTIONS BEFORE PROCEEDING WITH THE WORK.2 SEE ARCHITECTURAL DRAWINGS FOR LAYOUT DIMENSIONS AND ELEVATIONS EXCEPT WHERE INDICATED OTHERWISE.3 ALL DISCREPANCIES BETWEEN DRAWINGS SHALL BE CLARIFIED WITH THE ARCHITECT PRIOR TO PROCEEDING WITH WORK.4 IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN OR DETAILED ON THE DRAWINGS ORCALLED FOR IN THE GENERAL NOTES, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS SIMILARCONDITIONS THAT ARE SHOWN OR CALLED FOR.5 DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED ON THE JOB SITE BY EACHCONTRACTOR. ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE WORK BEGINS ORSUPPLIES ARE ORDERED6 VERIFY ELECTRICAL, MECHANICAL, FIRE ALARM, TELEPHONE AND SECURITY REQUIREMENTS BEFORE CONSTRUCTION BEGINS.8 CONTRACTOR SHALL DISPOSE OF ALL REMOVED AND/ OR DEMOLISHED MATERIAL, WASTE AND DEBRIS CAUSED BY WORK9 WORK INDICATED AS "OWNER FURNISHED, CONTRACTOR INSTALLED" (O.F.C.I.) SHALL MEET ALL APPLICABLE CODES ANDREGULATORY REQUIREMENTS INDICATED WITHIN THESE DOCUMENTS AND SHALL BE INSTALLED AND FULLY OPERATIONALPRIOR TO FINAL APPROVAL AND OCCUPANCY OF THIS PROJECT10 ALL UTILITY TRENCHES AND BUILDING PADS SHALL BE PROPERLY BACK FILLED AND COMPACTED11 PRIOR TO BUILDING PERMIT FINAL APPROVAL, THE PROPERTY SHALL BE IN COMPLIANCE WITH THE VEGETATIONMANAGEMENT REQUIREMENTS PRESCRIBED IN CALIFORNIA FIRE CODE SECTION 4906,INCLUDING CALIFORNIA PUBLICRESOURCES CODE 4291 OR CALIFORNIA GOVERNMENT CODE SECTION 51182 PER CRC R337.1.512 THIS PROJECT IS IN WILDLAND URBAN INTERFACE HIGH FIRE AREA AND MUST COMPLY WITH SECTION R337 OF THE 2016CALIFORNIA RESIDENTIAL CODE,PUBLIC RESOURCES CODE 4291 AND CALIFORNIA GOVERNMENT CODE SECTION 51182. ALLEXTERIOR BUILDING MATERIALS SHALL CONFORM TO SFM CHAPTER 12-7A MATERIALS AND CONSTRUCTION METHODS FOREXTERIOR WILDFIRE EXPOSURE SYSTEMOLGAARD RESIDENCEDEVELOPMENT OF A NEW, TWO LEVEL, SINGLE FAMILY DWELLINGPROJECT DESCRIPTIONPROPERTY & BUILDING DIMENSIONAL COMPLIANCE ZONING ASSESSOR PARCEL NUMBER:CONSTRUCTION CITY:ADDRESSTOTAL SITE AREA:OCCUPANCY TYPE:LOT NO.:HR-2 1/2; PDLos Gatos527-09-03615365 Santella CourtV-NR/ Sprinklered - V-B2 AcresR-3 Single Family Dwelling9BUILDING DATAGROSS LOT SIZEREQ'D /ALLOWEDPROPOSED"SETBACKS"MINIMUM FRONT YARD - ROADMINIMUM SIDE YARDMINIMUM SIDE YARDMINIMUM REAR YARDMAXIMUM BUILDING HEIGHTAVERAGE LOT SLOPE TOTAL UPPER LEVEL DECK AREASFLOOR AREA RATIO (F.A.R) ALLOWABLE FLOOR AREATOTAL HABITABLE BUILDING AREA (including Basement Area) COVERED PARKINGGARAGE AREAFRONT PARKING AND FIRE TRUCK TURN AROUND AREALOWER (BELOW DECK) PATIO AREABELOW GRADE AREAOFF STREET (UNENCLOSED) PARKINGFRONT DRIVE WAY AREATOTAL IMPERVIOUS SURFACE (LOT COVERAGE) AREA REMAINING HARDSCAPE AREAGROSS LOT SIZE MINUS DRIVEWAY ARMDRIVEWAY PORTION OF LOT AREA (Narrow Width)NET LOT SIZESouthEastWestNorth25'-0"22'25'0"25'0"20'0"66'0"20'0"106'0"30'0"266'0"236285 SFNA7.3%756 SF31.18%NA32,271 SF6,000 SF5,840SF711 SF890 SF3956 SF233174 SF17,617 SF5882 SF87,475 SF6,797 SF400 SF1447 SFThe Project scope involves site development, design and construction of a two level, 4 bed, 4 1/2 bath and 3 car garage, single family dwelling of 6285 sf floor area on a 2 acre, hill side, vacant lot .APPLICABLE BUILDING CODES -2016 CALIFORNIA BUILDING CODE:Part 1 Administrative CodePart 2 California Building Code (CBC), VOL. 1 & 2Part 2.5 California Residential Code (CRC)Part 3 California Electrical Code (CEC)Part 4 California Mechanical Code (CMC)Part 5 California Plumbing Code (CPC)Part 6 California Energy CodePart 8 California Historical Building CodePart 9 California Fire Code (CFC)Part 11 California Green Building Standards Code (CAL Green)Part 12 California Reference Standards CodeNation 2009 Los Gatos Town CodeAnd all other local and state laws and regulationsGOVERNING CODESABBREVIATIONSSYMBOL LEGENDGENERAL NOTESVICINITY MAPPARCEL MAP(APN): 527-09-036. Address: Lot 9,15365 Santella Court, Los Gatos CA 95032PROJECT DIRECTORYOWNERCHRISTIAN OLGAARD & HELEN OLGAARD21355 SARATOGA HILLS ROADSARATOGA CA 95070PHONE:(408) 505 7715EMAIL:CHRISTIAN@OLGAARD.COMSHEETNUMBERSHEET NAMEA000 Title SheetA100 Project Data SheetA102 SiteplanA103 Lower Level Floor PlanA104 Upper Level Floor PlanA105 Roof PlanA106 Building ElevationsA108 Building SectionsA109 Building SectionsA110 Building SectionsA115 Perspective Views-01A116 Perspective Views 02A117 Axonometric ViewsA118 Elevations with Exterior Materials IdentifiedC1 Cover SheetC2 Stormwater Pollution Prevention PlanC3 Existing TopographyC4 Grading and Drainage PlanC5 Driveway Plan and ProfileC6 Grading and Drainage PlanC7 Section and DetailsC8 Erosion Control PlanL1.0 Planting PlanL2.0 Fence Plan and Wall DetailsL2.1 Driveway Gate Plan and DetailsL2.2 DetailsL3.0 Tree PlanAllowable Floor Area & Calculation TableName Area CommentsL1410.11 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L2499.68 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L3229.70 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L4136.86 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L5108.77 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L665.41 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L71130.27 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)L8114.84 SF Lower floor Area enclosed space that exceeds 4 feet( in height) above adjacent grade)Lower floor Area enclosed space thatexceeds 4 feet( in height) aboveadjacent grade)2695.65 SFU1381.96 SF Upper Floor AreaU2793.33 SF Upper Floor AreaU353.57 SF Upper Floor AreaU4241.28 SF Upper Floor AreaU5536.87 SF Upper Floor AreaU6273.46 SF Upper Floor AreaU710.86 SF Upper Floor AreaU8225.17 SF Upper Floor AreaU922.63 SF Upper Floor AreaU1054.34 SF Upper Floor AreaU11239.96 SF Upper Floor AreaUpper Floor Area2833.42 SFTotal Enclosed Gross Floor Area 5529.07 SF1" = 20'-0"1Lower Level Floor Area Calculation DiagramBasement Floor Area & Calculation TableName AreaCommentsB1292.24 SF Basement Area (enclosed space that does not extend 4 fee in height) above adjacent grade)B2318.14 SF Basement Area (enclosed space that does not extend 4 fee in height) above adjacent grade)B315.58 SF Basement Area (enclosed space that does not extend 4 fee in height) above adjacent grade)B418.58 SF Basement Area (enclosed space that does not extend 4 fee in height) above adjacent grade)B5111.71 SF Basement Area (enclosed space that does not extend 4 fee in height) above adjacent grade)Total Enclosed Basement Floor Area 756.25 SF1" = 20'-0"2Upper Level Floor Area Calculation DiagramARCHITECTHARI SRIPADANNA AIA LEEDAP SRUSTI ARCHITECTS18524 MONTPERE WAY SARATOGA CA 95070PHONE:(408) 507 8138EMAIL:HARI@SRUSTIARCHITECTS.COMSTRUCTURAL ENGINEERDOUG ROBERTSON, S.E.DAEDALUS STRUCTURAL ENGINEERING, 12930 SARATOGA AVENUE, STE B9, SARATOGA, CA 95070PHONE:(408) 517 0373 EMAIL:DOUG@DAEDALUS-ENG.COMLANDSCAPE ARCHITECTDAVID FOX, ASLADAVID R FOX & COMPANY. 1188 KOTENBURG AVE,SAN JOSE, CA 95125PHONE:(408) 761 0212 EMAIL:DAVID@FOXLA.NETFLOOR AREA CALCULATION DIAGRAMGarage Floor Area & Calculation TableName AreaCommentsG1710.44 SF Garage /Utilities Area (enlcosed area over 400 sf. shall be counted towards F.A.R)Total Enclosed Garage Floor Area 710.44 SFGarage Floor area Exemption 400.00 SFRemaing Garage Floor Area after Exemption= 310.44 SFPROPOSED TOTAL ALLWABLE FLOOR AREA=5529.07+310.44= 5,840 SF.CIVIL ENGINEERAMANDA (WILSON) MUSY-VERDEL HANNA-BRUNETTI7651 EIGLEBERRY STREET,GILROY ,CA 95020 PHONE: (408) 842-2173EMAIL:AMANDA@HANNABRUNETTI.COMMECH. & PLUMB. ENGINEERELECTRICAL ENGINEERLEED CONSULTANTSHANNON ALLISONALTER CONSULTING ENGINEERS1091 56th STREETOAKLAND CA, 94608PHONE: (510)-406-8535EMAIL: SHANNON@ALTERENGINEERS.COMDEFERRED SUBMITTALS1. Fire sprinkler system (NFPA 13-D 2016 Addition Standard) shall be installed throughout the entire structure under a separate permit. Fire Sprinkler Contractor shall obtain a prior approval from Water Utility Companybefore installation.2. Contractor shall furnish the design and construction and installation of an approved fire sprinkler system. The design shall be provided by an approved fire sprinkler contractor that is licensed to work in the state. 3. All labor, materials, valves, equipment and services necessary to complete the project shall be included. Layout drawings, design and equipment lists must be reviewed and approved by the Fire Marshall and the building Department prior to installation. Drawings shall show the building to be completely sprinklered throughout, all concealed areas including attic and garages.DAVID MAINO ATIUM ENGINEERING3533 YORK LN SAN RAMON, CA 94582 PHONE: (913) 961-1658EMAIL: MAINO@ATIUMENG.COMDEVIN (KURTZ) JOHNSONBRIGHT GREEN STRATEGIES INC.1717 SEABRIGHT AVE. SUITE 4, SANTA CRUZ, CA 95062PHONE: (510) 863-1109 ext. 1006EMAIL: DEVIN@BRIGHTGREENSTRATEGIES.COMFire sprinkler system (NFPA 13-D 2016 Addition Standard) shall be installed throughout the entire structure under a separate permit. Fire Sprinkler Contractor shall obtain a prior approval from Water Utility Companybefore installation.80,678 SF
DN 692'-0"
694'-0" 690'-0" 692'-0" 694'-0" 686'-0" 688'-0" 690'-0" 692'-0" 694'-0" 686'-0" 688'-0" 690'-0" 692'-0" 694'-0" 690'-0"
692'-0"
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6 9 4 '-0 " 3A1081AY1Y6X12A1094A1102A110X4F.F 688.00EXT. F.G. 694.00693.50693.5021Extent of (from #1 to #2 ) enclosed Basement area that does not extend 16'0"X16'6"Media Room12'0"X10'0"Wine Cellar4'8"X6'0"Closet5'10"X6'6"Bath11'10"X15'10 1/2"Bedroom-Hallway9'8"X13'7"Studio9'6"X7'9"Storage13'8"X8'4"Lower Foyer-Hallway15'9"X15'3"Bedroom13'0"X17'7"Lower Entry CourtyardAREA OF FILL (3ft. Max. Ht. from <E> Grade)EXT. F.G. 693.50693.50EXT. F.G. 693.50EXT. F.G. 693.50EXT. F.G. 693.5017% SLOPE15% SLOPE16% SLOPEBasement area (756.25 SF.) not be included in the floor area ratio calculation13'4"X5'11"Wet BarEXT. F.G. 694.00EXT. F.G. 694.00TOW 690.00TOW 693.00TOW 690.212A101EXT. F.G. 688.00EXT. F.G. 688.00EXT. F.G. 688.00TOW 687.753A101more than four (4) feet above the existing or finished exterior grade.15% SLOPECUTFILLLower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"2A108Y1Y2Y6Y4Y3Y52A1094A110Basement Ceiling Level 697' - 5"Basement Ceiling Level 697' - 5"To Ceiling Ht.From Finished Ext. Grade3'-5"<E> GRADE<E> GRADE<E> GRADEFILL2'-3"EXT. <E> Grade 694' - 0"CUT3'-6"Daylight Well F.G. 690' - 6"CUT6'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"3A108X3X12A110X4X2CUT6'-0"Basement Ceiling Level 697' - 5"To Ceiling Ht.From Finished Ext. Grade3'-5"FILLMAX3'-0"FILLMAX3'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:22:08 PMA101Basement Diagrams1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950323/16" = 1'-0"1Enlarged Basement Floor Plan3/16" = 1'-0"2Partial Southwest Elevation3/16" = 1'-0"3Partial Northwest ElevationLEGEND
DN 592' 594' 596' 598' 600' 602' 604' 606' 608' 610' 612' 614' 616' 618' 620' 622' 624' 626' 628' 630' 632' 634' 636' 638' 640' 642' 644' 646' 648' 650' 652' 6 5 4 ' 654' 656' 656' 658' 658' 660' 660' 662' 662' 664' 664' 6 66' 666' 668' 668' 670' 670' 672' 672' 6
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L R D AUTILITY EASEMENTXX#671Fair ConditionBLUE OAKX#675Fair ConditionBLUE OAKXX#662Good ConditionBLUE OAKSANTELLA CT.X#676Poor ConditionX#660Good ConditionBLUE OAKX#652Fair ConditionBLUE OAK#674Poor ConditionVALLEY OAK#668Poor ConditionBLUE OAK#682Fair ConditionBLUE OAKUTILITY EASEMENTUTILITY EASEMENTUTILITY EASEMENTLR D A
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LRDAPRIV A TE SC EN IC EA SEM EN TPRIVATE SCENIC EASEMENTPRIVATE SCENIC EASEMENT#684Poor ConditionVALLEY OAK#683Poor ConditionBLUE OAK#685Poor ConditionVALLEY OAK#681Fair ConditionBLUE OAK#680Fair ConditionBLUE OAK#679Good ConditionBLUE OAK+680'+675'+670'+665'+692'Upper DeckLower PatioEntry StairLower Entry CourtGarage Entry/ Visitor ParkingEntry Way#653Fair ConditionBLUE OAK#654Good ConditionBLUE OAK#665Fair ConditionBLUE OAK#664Good ConditionBLUE OAK#663Fair ConditionBLUE OAK#661Good ConditionBLUE OAK#659Good ConditionBLUE OAK#667Fair ConditionCOAST LIVE OAK#666Fair ConditionBLUE OAK627Fair ConditionBLUE OAK#657Good ConditionBLUE OAK626Fair ConditionBLUE OAK#658Good ConditionBLUE OAK#670Fair Condition#669Fair ConditionBLUE OAKA1061A1064A1062A1063X#656Fair ConditionBLUE OAK624Good ConditionBLUE OAK236BLUE OAK623Good ConditionBLUE OAK622Good ConditionBLUE OAK677Good ConditionCOAST LIVE OAK1AY1Y64X1HXXLOT #9LOT #8LOT #10#244BLUE OAKBLUE OAKCOAST LIVE OAKLRDALRDAVIEW DIRECTION FROM SELINDA WAYXX4A1072A1074A1073A1075-A1076A1077A1078X620Good ConditionBLUE OAK#678Fair ConditionBLUE OAKX#691Doesn't ExistCOAST LIVE OAKX#634Fair ConditionVALLEY OAK#690Fair ConditionBLUE OAKPROPERTY LINE536.48'PROPERTY LINE536.48'BLUE OAKPROPERTY LINE30.22'P R O P ER TY LIN E3 3 3 .5 2 'P R O P ER TY LIN E
3 3 3 .5 2 'P R O P ER TY LIN E
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9 2 .5 2 'PROPERTY LINE23.14'P R O P E R TY L I N E
15 3 .1 2 'PROPERTY LINE34.00'P R O P E R T Y L I N E
15 3 .1 2 'PROPERTY LINE410.10'PROPERTY LINE410.10'PROPERTY LINE410.10'PROPERTY LINE536.48'PROPERTY LINE410.10'REQ D . SID EYA RD SETBA C K20'-0"REQD. REARYARD SETBACK25'-0"REQD. REARYARD SETBACK25'-0"REQ D . SID EYA RD SETBA C K20'-0"PROVIDED SETBACK66'-0"PRO V ID ED SETBA C K106'-0"DRIVEWAY GATESee Landscape DrawingsTrash EnclosureVIEW DIRECTION FROM BLOSSOMHILL ROADA1181A1182A1183A1184Mailbox & Address Numbersper Santa Clara County FireDepartment StandardsASSUMED FRONTYARD PROPERTYLINER E Q U IR E DFRONT Y A R D S E TB A C K
3 0 '-0 "15358 X2Good ConditionBLUE OAKX1Good ConditionBLUE OAKZ5Good ConditionBLUE OAKZ2Good ConditionBLUE OAKZ3Good ConditionBLUE OAKY1Good ConditionBLUE OAKY2Good ConditionVALLEY OAKY4Good ConditionBLUE OAKY3Good ConditionBLUE OAKZ4Good ConditionBLUE OAKOutline of the Building Lot # 8 Driveway Entrance18'-0"Shared Driveway18'-0"Shared Driveway18'-0"Private Driveway16'-0"Roof Overhang2'-4 3/4"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:28:57 PMA102Siteplan1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321" = 20'-0"1Site PlanA1
DN
DNDNDNDNDNDNDN D NDN
DNDNDNDNDNDN12'0"X10'0"Wine Cellar16'0"X16'6"Media Room4'8"X6'0"Closet5'10"X6'6"Bath11'10"X15'10 1/2"Bedroom9'8"X13'7"Studio3'0"X7'0"Mech Rm.15'9"X15'3"Bedroom6'0"X9'3"Bath6'0"X5'7 1/2"Closet18'0"X15'5"Lower Family Room16'0"X17'8"Master Bedroom16'0"X9'9 1/2"Master Bath16'0"X7'7"Master Closet12'0"X8'7"Laundry16'0"X6'0"Mud Room8'9.5"X6'0"Mech/Pool Equip. Rm.8'0"X6'0"Elec. Rm22'1"X31'11"GarageLower PatioEntry StairGarage Entry/ Visitor ParkingEntry WayDrive Way1A10813'0"X17'7"Lower Entry Courtyard49'7 1/2"X12'10"Lower Patio-Outdoor Fire Place-Hallway3A1084A1082A10812DCAY1Y2Y63BEG2.24G9Y42.52.6X3X1Y3D9A1Y5F6H1A109LRDALRDALRDALRDALRDALRDALRDALRDA2A1093A1094A1091A1103A1104A11013'4"X5'11"Wet Bar9'6"X7'9"Storage13'8"X8'4"Lower Foyer2A110X4X2FPoolWest Upper Deck Abv.OW03ED02OW02ED05ED05OW02EGD01EGD02ED07ID02ID02ID03ID02ID02690.50689.00ID10ID11-HallwayED04ID02ID12ID08ID03ID06ID02ID03ID02ID03ID13ID02ID11ID05OW03CW3W02ID03ID13CW7W01CW 6W 01OW02OW02CW3W04ID03ID02ID03ID03ID03OW02CW7W02CW7W03OW02CW3W07LCW3W07R5%F.F 688.00F.F 688.002%5%5%ID09TOW 689.50ID07690.174'0"X6'2"Store RoomED06690.50690.75PROPERTY LINE333.52'A1011REAR PROPERTY SETBACK25'-0"PROPERTY LINE536.48'42" High-Metal Railing with Glass Panel Infill andWood Hand Rail(Comply w/ C.B.C 1012 & 1013)42" High-Metal Railing with Glass Panel Infill andWood Hand Rail(Comply w/ C.B.C 1012 & 1013)SID EY A R D SE TB A C K20'-0"46'-8"40'-2"6'-6"107'-10 1/2"1'-3 3/4"11'-2"15'-8"12'-3 1/2"11'-2"1'-3 3/4"16'-1 3/4"9'-2 1/2"7'-1"19'-5"3'-1 1/4"47'-6"8'-11 1/2"6'-8 1/2"5'-10"4'-2"8'-4"13'-6"39'-3"5'-9"17'-0"16'-6"ED06ID10ED06OW0333'-2 1/2"4'-6 1/2"17'-6 1/2"22'-1"Outdoor Fireplace shall comply with the CBC and the Highlands of Los Gatos CC&R’s. 680678676674672PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:53:50 PMA103Lower Level FloorPlan1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Lower Level Floor Plan11Key NotesProvide Signage that this room will not be used for sleepingA2
DND
N
DN
DN
DNDND N
DN18"X15'0"Dining21'0"X15'0"Kitchen10'0"X5'0"Breakfast Nook15'0"X20'0"Upper Family Room5'6"X5'0"Toilet12'0"X12'0"Office7'2"X6'4"Bath12'0"X12'0"Bedroom4'6"X6'4"Closet16'0"X13'0"Upper Foyer22'0"X16'0"Living RoomLower PatioEntry StairLower Entry CourtyardGarage Entry/ Visitor ParkingEntry WayDrive WayLRDALRDALR D A
46'-8"40'-2"6'-6"1A1083A1084A1082A10812DCAY1Y2Y63BEG2.24G9Y42.52.6X3X1Y3D9A1Y5F6H9'-0"X17'8"Play Loft11'0"X17'8"Attic/Storage1A109689.00688.38LRDALRDALRDALRDALRDA2A1093A1094A1091A1103A1104A1102A110X4-Hallway15'6X16'4"Upper West Deck-East Upper DeckX2FCW7W05CW3W06RCW3W06LOW02ED05OW02OW02OW01OW01OW02OW02OW02OW02CW7W02CW3W03CW3W01CW2W02CW2W01CW2W04CW7W04CW 6W 02CW 6W 01CW7W01CW3W05CW8W01CW2W03ED03ID01CW9W02C W 9
W 0 1
ID05ID02ID03ID03ID04ED02697.431%695.33690.50698.883%2%5%5%5%698.94F.F 699.00ED05PoolCW 11W 02ID13694.00TOW 693.00TOW 690.21TOW 695.73689.50689.50700.00690.50690.42689.54689.00690.00690.17REAR PROPERTY SETBACK25'-0"SID EY A R D SE TB A C K20'-0"697.38107'-10 1/2"1'-3 3/4"11'-2"15'-8"12'-3 1/2"11'-2"1'-3 3/4"16'-1 3/4"9'-2 1/2"7'-1"19'-5"3'-1 1/4"47'-6"8'-11 1/2"6'-8 1/2"5'-10"4'-2"8'-4"13'-6"39'-3"5'-9"17'-0"16'-6"MOW06MOW04MOW20CW3W03PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:29:08 PMA104Upper Level FloorPlan1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Upper Level Floor Plan
Upper DeckLower DeckEntry StairLower Entry CourtGarage Entry/ Visitor ParkingEntry WayDrive Way1A1083A1084A108A1061A10632A10812DCAY1Y2Y63BEG2.24G9Y42.52.6X3X1Y3D9A1Y5F6H1A109LRDALRDALRDALRDALRDALRDALRDALRDA689.00688.38698.94694.00689.50 TOW689.50 TOW2A1093A1094A1091A1103A1104A1102A110X4X2FA1071A1072A1074A1073A1075-A1077A107819%1%1%1%2%1%17%19%Class "A" Single-Ply Membrane Roofing (CoolRoof)Vegetative Green Roof SystemVegetative Green Roof SystemRoofing Ballast (white colored gravel)Roofing Ballast (white colored gravel)Roofing Ballast (white colored gravel)Vegetative Green Roof SystemVegetative Green Roof SystemRoofing Ballast (white colored gravel)Solar Photovoltaic System-(See PV Drawings)?Roof DrainSolar Photovoltaic System-(See PV Drawings)A1182A118346'-8"40'-2"6'-6"107'-10 1/2"1'-3 3/4"11'-2"15'-8"12'-3 1/2"11'-2"1'-3 3/4"16'-1 3/4"9'-2 1/2"7'-1"19'-5"3'-1 1/4"47'-6"8'-11 1/2"6'-8 1/2"5'-10"4'-2"8'-4"13'-6"39'-3"5'-9"17'-0"16'-6"711.00711.00701.00701.00701.00701.00697.78697.79716.00716.001%710.64710.64711.00711.00710.64710.64716.00716.00711.83699.00690.44711.00701.00Roof overhang projection2'-4 3/4"Roof Drain695.19689.54PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:50:17 PMA105Roof Plan1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Roof Plan
Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"4A1081232.242.52.64A1093A11025' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE22'-0"<E> GRADE35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"1A108Roof's Highest Point716'-0"DCABEGG9D9A1F6H1A1093A1091A110F25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level22'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"4A1081232.242.52.64A1093A11025' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level22'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"1A108Roof's Highest Point716'-0"DCABEGG9D9A1F6H1A1093A1091A110F25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level22'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:29:34 PMA106Building Elevations1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1South Elevation1/8" = 1'-0"2East Elevation1/8" = 1'-0"3North Elevation1/8" = 1'-0"4West Elevation
Lower Floor Level688'-0"Upper Floor Level699'-0"3'-0"2'-0"2'-0"1'-6"6"2'-0"2'-0"6'-0"4'-0"2'-0"3'-6"2'-0"4'-0"4'-0"8'-0"CW2W02CW2W01CW2W04CW10W01CW3W028'-0"4'-0"2'-0"OW037'-2 1/2"1'-6 3/4"2'-9"ED07ID094'-0"CW2W02CW3W03MOW206'-0"6'-0"2'-0"8'-0"6'-0"Exisiting AdjacentGrade694'-0"Upper Floor Level699'-0"6'-0"2'-0"4'-0"8'-0"13'-0"5'-8"2'-4"4'-0"4'-0"6'-0"2'-0"3'-0"3'-6"5'-0"3'-0"CW6W01ED02CW6W02CW12W038'-0"2'-0"15'-8"CW11W02CW11C01Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"8'-0"3'-0"2'-0"5'-0 3/4"5'-9"6'-0"2'-0"2'-3 3/4"4'-0"4'-0"3'-6 3/4"4'-0"4'-0"11'-6 3/4"4'-0"2'-0"6'-0"6'-0"8'-0"2'-0"3'-5 1/2"4'-0"2'-0"5'-5 3/4"6'-0"6'-0"2'-0"6'-0"2'-0"8'-0"2'-4"ED03CW2W03CW8W01CW3W05OW02OW02CW7W012'-0"4'-0"3'-0"3'-7 1/2"2'-0"4'-0"OW03CW10W01CW3W04CW7W01OW02OW02CW12W014'-0"4'-0"2'-0"3'-0"8'-0"9'-0"5'-7"CW11C01CW11W0275.9 6 °75.9 6 °Exisiting AdjacentGrade694'-0"Upper Floor Level699'-0"6'-0"2'-0"6'-0"2'-0"12'-0"12'-0"2'-0"2'-0" 4'-0"4'-0" 2'-0"CW7W04OW02CW9W02CW9W01CW12W028'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"EGD02EGD0116'-2"8'-2"8'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"2"7'-8 1/2"8'-0"2'-0"6'-0"2'-0" 4'-0"4'-0" 3'-0"13'-0"3'-0" 4'-0"4'-0" 2'-0"13'-0"2'-0"6'-0"8'-0"13'-0"3'-1 1/4" 3'-1 1/4" 3'-1 1/4" 3'-4 3/4"6'-0"2'-0"4'-0"2'-0"6'-0"8'-0"2'-0"6'-0"8'-0"2'-0"4'-0"2'-0"6'-0"3'-0" 4'-0" 2'-0"2'-0" 4'-0"2'-0"6'-0"9'-0"2'-0" 4'-0" 3'-0"9'-0"2'-0" 4'-0"4'-0" 3'-4 1/2"6'-0"4'-0"3'-4"ED06CW3W07ROW02CW3W03OW01CW3W01OW01ED05CW3W06LOW02CW3W06ROW02ED05CW7W05OW02CW10W01OW03OW02CW7W03ED02CW3W07LED05OW02ED05CW2W04ED06Exisiting AdjacentGrade694'-0"Ceiling Level709'-0"709' - 0"Roof2'-10"2'-6"15'-8"CW4W01MOW01MOW01MOW01MOW013'-11"3'-11"3'-11"3'-11"Ceiling Level709'-0"2'-6"2'-10"2'-0"CW1W01LPROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:29:35 PMA107Door WindowSchedules1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/4" = 1'-0"5South Garage Door ElevationWindow ScheduleMark Width Height CountDescriptionCommentsMOW01 3' - 9 3/4" 2'-4 1/2" 4 Motorized Awning WindowMOW04 2' - 4" 4'-10" 1 Operable Skylight with curbMOW06 2' - 4" 4'-10" 1 Operable Skylight with curbMOW14 2' - 0" 6'-0" 1 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillMOW15 2' - 0" 4'-0" 1 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillMOW16 4' - 0" 2'-0" 1 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillMOW20 1' - 10 3/4" 3'-10 3/4" 1 Casement WindowOW01 1' - 10 1/2" 3'-10 3/4" 3OW02 1' - 10 3/4" 5'-10 3/4" 13 Casement WindowOW03 3' - 10 1/2" 1'-10 1/2" 3 Awning WindowWN01 2' - 0" 4'-0" 3 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillWN02 2' - 0" 6'-0" 3 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillWN03 4' - 0" 2'-0" 3 2 3/4"" Wall Recess with 1 1/2" Thick Wood SillGrand total: 38Curtain Wall ScheduleMark Length Height CountDescriptionCommentsCW1 W01L 6' - 0" 2'-6" 1 Fixed window with no interior horizontal mullionsCW1 W01R 6' - 0" 2'-6" 1 Fixed window with no interior horizontal mullionsCW2 W01 2' - 0" 6'-0" 1 Fixed window with interior horizontal mullion at 2'-0" Ht.CW2 W02 2' - 0" 8'-0" 1 Fixed window with interior horizontal mullion at 2'-0" Ht.CW2 W03 4' - 0" 8'-0" 1 Fixed window with interior horizontal mullion at 2'-0" Ht.CW2 W04 8' - 0" 4'-0" 2 Fixed window with interior horizontal mullion at 2'-0" Ht.CW2 W05 6' - 0" 8'-0" 1 Fixed window with interior horizontal mullion at 2'-0" Ht.CW3 W01 2' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W02 6' - 0" 5'-6" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W03 6' - 0" 6'-0" 2 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W04 6' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W05 9' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W06L 9' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W06R 9' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W07L 13' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW3 W07R 13' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht.CW4 W01 15' - 8" 2'-6" 1 Curtain Wall inset with motorized clearstory awning windowsCW5 W01 3' - 0" 5'-0" 1 Fixed window without corner vertical mullionCW6 W01 3' - 0" 8'-0" 2 Interior horizontal mullion at 2ft. Ht. & without corner vertical mullionCW6 W02 4' - 0" 8'-0" 1 Interior horizontal mullion at 2ft. Ht. & without corner vertical mullionCW7 W01 5' - 5 1/2" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW7 W01 5' - 7" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW7 W02 6' - 0" 8'-0" 2 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW7 W03 13' - 4" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW7 W04 12' - 0" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW7 W05 13' - 4" 8'-0" 1 2'0" wide Casement window inset, & an interior Horizontal Mullion at 2'-0" Ht. & without a corner verticalmullionCW8 W01 11' - 8 1/2" 5'-0" 1 Slanted mullion on one side & without corner vertical mullionCW9 W01 6' - 9" 8'-0" 1 Segmented along a curved wall & horizontal mullion at 2-'0"Ht.CW9 W02 9' - 0" 8'-0" 1 Segmented along a curved wall & horizontal mullion at 2-'0"Ht.CW10 W01 4' - 0" 2'-0" 3 Inset Awning windowCW11 C01 3' - 6" 5'-0" 1 Curtain Wall-SlantedCW11 W02 8' - 0" 5'-8" 1 Curtain Wall-SlantedCW12 W01 8' - 0" 2'-0" 1 Louvered ventsCW12 W02 12' - 0" 2'-0" 1 Louvered ventsCW12 W03 15' - 8" 2'-0" 1 Louvered ventsGrand total: 41Door ScheduleMark Width Height FunctionCountDescriptionCommentsED01 5' - 0" 7'-9" Exterior 1 Entry Pivot Door with Side LitesED02 13' - 0" 8'-0" Exterior 2 Aluminum Insulated Glazed Sliding FoldingDoorED03 6' - 0" 8'-0" Exterior 1 Aluminum Narrow Style Insulated GlazedSwing Double DoorED04 6' - 0" 6'-8" Exterior 1 Aluminum Narrow Style Interior GlazedSwing Double DoorED05 2' - 103/4"7'-10 1/2" Exterior 4 Aluminum Narrow Style Insulated GlazedSwing Single DoorED06 3' - 0" 8'-0" Exterior 3 Aluminum Framed Flush Exterior Metal DoorED07 3' - 0" 7'-4" Exterior 1EGD01 8' - 0" 8'-6" Exterior 1 Aluminum Glazed Garage DoorEGD02 16' - 0" 8'-6" Exterior 1 Aluminum Glazed Garage DoorID01 6' - 0" 8'-0" Interior 1 Aluminum Narrow Style Interior GlazedSwing Double DoorID02 3' - 0" 8'-0" Interior 10 Solidcore Flush Wood DoorID03 2' - 6" 8'-0" Interior 10 Solidcore Flush Wood DoorID04 3' - 0" 6'-8" Interior 1 Solidcore Flush Wood DoorID05 3' - 0" 8'-0" Interior 3 Cased OpeningID06 3' - 6" 8'-0" Interior 1 Cased OpeningID07 4' - 0" 8'-0" Interior 1 Cased OpeningID08 5' - 0" 8'-0" Interior 1 Cased OpeningID09 5' - 0" 3'-8 1/2" Interior 1 Cased OpeningID10 6' - 0" 8'-0" Interior 2 Glass Sliding Double DoorID11 4' - 6" 8'-0" Interior 2 Glass Sliding Double DoorID12 4' - 0" 8'-0" Interior 1 Glass Sliding Double DoorID13 2' - 6" 8'-0" Interior 4 Sliding Pocket DoorID14 2' - 4" 8'-0" Interior 1 Glass SlidingPocket DoorID19 4' - 0" 8'-0" Interior 1 Cased OpeningID22 6' - 10" 6'-0" Interior 1ID24 6' - 10" 6'-0" Interior 1Grand total: 57
Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"16'0"X17'8"Master Bedroom13'0"X17'7"Lower Entry CourtyardRoof's Highest Point716'-0"<E> GRADE25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE4A1081232.242.52.69'-0"X17'8"Play Loft4A1093A110-Hallway-HallwayCUT4'-0"CUT3'-3 1/2"<E> GRADE<E> GRADECUT5'-11"CUT4'-0"22'-0"2'-0"5'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"<E> GRADE<E> GRADE<E> GRADE<E> GRADE<E> GRADE25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level2A108Y1Y2Y6Y4Y3Y522'0"X16'0"Living Room16'0"X13'0"Upper Foyer12'0"X12'0"Office18'0"X15'5"Lower Family Room9'8"X13'7"Studio16'0"X16'6"Media Room2A1094A110-East Upper Deck15'6X16'4"Upper West DeckCUT6'-0"CUT4'-0"FILL2'-9"FILL3'-0"3'-8"CUT4'-9"FILL1'-0"694.0022'-0"6'-0"5'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"1A108Roof's Highest Point716'-0"<E> GRADE25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE<E> GRADEDCABEGG9D9A1F6H22'1"X31'11"Garage21'0"X15'0"Kitchen11'10"X15'10 1/2"Bedroom10'0"X5'0"Breakfast Nook1A10915'-0"3A1091A110-HallwayF4'-0"CUT3'-8"CUT6'-0"22'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"3A108<E> GRADE25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE15'9"X15'3"Bedroom-Hallway13'0"X17'7"Lower Entry Courtyard15'0"X20'0"Upper Family RoomX3X12A110X4X2CUT4'-0"CUT6'-0"CUT4'-0"22'-0"CUT4'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:29:44 PMA108Building Sections1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Section 11/8" = 1'-0"3Section 31/8" = 1'-0"4Section 41/8" = 1'-0"2Section 2
Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"4A1081232.242.52.625' Ht. line parallel to<E> Grade Level<E> GRADE25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE4A10912'0"X12'0"Office16'0"X13'0"Upper Foyer3A11018'-4"18'0"X15'5"Lower Family Room-Hallway-East Upper DeckCUT4'-0"6'-0"3'-5"22'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"3A108X3X125' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE3'-5"12'0"X10'0"Wine Cellar18"X15'0"Dining16'0"X16'6"Media Room22'0"X16'0"Living Room2A110X4X23'-11"FILL2'-9"FILL2'-6"CUT5'-6"25' Ht. line parallel to<E> Grade Level<E> GRADE694.00693.5022'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"4A1081232.242.52.64A109CUT6'-0"8'9.5"X6'0"Mech/Pool Equip. Rm.22'1"X31'11"Garage3A11025' Ht. line parallel to<E> Grade LevelCUT3'-0"25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE22'-0"<E> GRADEFrom lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"1A108Roof's Highest Point716'-0"DCABEGG9D9A1F6H1A1093A1096'-11 1/2"11'0"X17'8"Attic/Storage16'0"X9'9 1/2"Master Bath9'-0"X17'8"Play Loft16'0"X17'8"Master Bedroom18'0"X15'5"Lower Family Room12'0"X12'0"Bedroom12'0"X12'0"Office15'0"X20'0"Upper Family Room15'9"X15'3"Bedroom6'0"X9'3"Bath22'1"X31'11"Garage1A110FCUT4'-0 1/2"CUT3'-5"CUT5'-7 3/4"25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE<E> GRADE22'-8"CUT3'-10"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:30:09 PMA109Building Sections1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Section 51/8" = 1'-0"2Section 61/8" = 1'-0"3Section 71/8" = 1'-0"4Section 8
Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"4A1081232.242.52.64A1093A110<E> GRADE<E> GRADE<E> GRADE25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level18'0"X15'5"Lower Family Room12'0"X12'0"Bedroom-East Upper Deck-Hallway13'8"X8'4"Lower Foyer-HallwayCUT4'-0"CUT6'-0"CUT6'-0"22'-0"CUT4'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"2A108Y1Y2Y6Y4Y3Y52A1094A11012'0"X10'0"Wine Cellar4'8"X6'0"Closet11'10"X15'10 1/2"Bedroom15'9"X15'3"Bedroom15'0"X20'0"Upper Family Room21'0"X15'0"Kitchen18"X15'0"Dining-East Upper Deck3'-5"FILL3'-0"FILL2'-7"CUT4'-0"CUT3'-0"25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE<E> GRADECUT5'-1"CUT3'-5"22'-9 1/2"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"1A108Roof's Highest Point716'-0"DCABEGG9D9A1F6H1A1093A1091A11021'0"X15'0"Kitchen11'10"X15'10 1/2"Bedroom5'10"X6'6"Bath-Hallway9'8"X13'7"Studio-Hallway16'0"X13'0"Upper Foyer13'8"X8'4"Lower Foyer13'0"X17'7"Lower Entry Courtyard12'0"X8'7"Laundry22'1"X31'11"GarageF25' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADE<E> GRADECUT6'-0"CUT6'-0"4'-0"22'-0"From lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"Lower Floor Level688'-0"Upper Floor Level699'-0"Ceiling Level709'-0"Roof's Highest Point716'-0"3A108X3X12A110X411'10"X15'10 1/2"Bedroom-Hallway13'4"X5'11"Wet Bar9'6"X7'9"Storage16'0"X13'0"Upper Foyer21'0"X15'0"Kitchen10'0"X5'0"Breakfast NookX225' Ht. line parallel to<E> Grade Level25' Ht. line parallel to<E> Grade Level<E> GRADE<E> GRADECUT6'-0"22'-0"<E> GRADEFrom lowest point of building perimeter to the highest28'-0"35' ABV. LowestBuilding Element717'-0"Exisiting AdjacentGrade694'-0"PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:30:39 PMA110Building Sections1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1Section 91/8" = 1'-0"2Section 101/8" = 1'-0"3Section 111/8" = 1'-0"4Section 12
PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:30:41 PMA115Perspective Views-011062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 95032AERIAL VIEW FROM NORTH EASTVIEW FROM WESTVIEW FROM RIGHT SIDE YARDVIEW TOWARDS FRONT ENTRYVIEW FROM NORTH
PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:30:43 PMA116Perspective Views 021062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 95032VIEW FROM EASTVIEW FROM SOUTH WESTVIEW FROM NORTH WESTVIEW FROM SOUTH EASTVIEW FROM DRIVEWAY9"
PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:30:46 PMA117Axonometric Views1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 95032AXONOMETRIC VIEW FROM NORTH EASTAXONOMETRIC VIEW FROM NORTH WESTAXONOMETRIC VIEW FROM SOUTH EASTAXONOMETRIC VIEW FROM SOUTH WEST
A4A1A1A1A2A1A1A3A3A3A1A3A3A3A3A3A3A5A5A2A2A4A1A4A4?A2A3A2A1A4A3A3A5A1A2A1A4A3A3A3A3A3A2A3A2A5A4A2A7A3A1A3A1A3A1A4A4A2A3A6A7A7A8A8A1A2A3A3A3A3A3A3A2A1A3A5A3A2A2A1A1A7PROJECT NO:DRAWN BY:CHECKED BY:OWNER:SHEETOFSHEET TITLECOPYRIGHT: SRUSTI ARCHITECTS 201912341234ABC408-507-8138 info@srustiarchitects.comCALIFORNIAS T A TEOFDESNECILTCETIHCRA -RSNAVAGAHBANNADAPI 31-2021R EN.01NO.C-30730ARCHITECT:HARI SRIPADANNA AIA LEED APSRUSTI ARCHITECTS18524 MONTPERE WAYSARATOGA CA 95070PHONE:(408) 507 8138Planning Submittal 01: Oct19 2018Planning Backcheck Submittal 02: June12 2019Planning Backcheck Submittal 03: Sep16 2019Planning Backcheck Submittal 04: Oct 25 2019HOA Backcheck Submittal 04: Nov 01 2019Planning Backcheck Submittal 04: Nov 15 201911/14/2019 2:31:25 PMA118Elevations withExterior MaterialsIdentified1062018Olgaard ResidenceAuthorCheckerChristian & Helen Olgaard15365 Santella Court,Los Gatos, CA 950321/8" = 1'-0"1East Elevation with Exterior Materials Identified1/8" = 1'-0"2North Elevation with Exterior Materials Identified1/8" = 1'-0"3South Elevation with Exterior Materials Identified1/8" = 1'-0"4West Elevation with Exterior Materials IdentifiedEast Elevation of MaterialsA1 Iron Corten Sintered Stone Cladding Panel 759 SFA2 Phedra Sintered Stone Cladding Panel 303 SFA3 Glass964 SFA4 Painted steel139 SFA5 Concrete471 SFNorth Elevation of MaterialsA1 Iron Corten Sintered Stone Cladding Panel 332 SFA2 Phedra Sintered Stone Cladding Panel 358 SFA3 Glass630 SFA4 Painted Metal86 SFA5 Concrete176 SFA7 Class A Single Ply Membrane Roofing 49 SFSouth Elevation of MaterialsA1 Iron Corten Sintered Stone Cladding Panel 364 SFA2 Phedra Sintered Stone Cladding Panel 248 SFA3 Glass224 SFA4 Painted steel79 SFA5 Concrete78 SFA6 Solar Panel232 SFA7 Class A Single Ply Membrane Roofing 50 SFA8 Obscure Tempered Glass138 SFWest Elevation of MaterialsA1 Iron Corten Sintered Stone Cladding Panel 699 SFA2 Phedra Sintered Stone Cladding Panel 319 SFA3 Glass396 SFA4 Painted steel135 SFA5 Concrete302 SFA7 Class A Single Ply Membrane Roofing 85 SFLRV tableKeyNameMaterial Total SF of Material % of total SF LRV SF% x LRVA1 Iron Corten Sintered StoneCladding Panel2154 SF28.28 12.1 342.18A2 Phedra Sintered StoneCladding Panel1228 SF16.12 17 274.04A3 Glass2214 SF2911 319A4 Painted steel439 SF5.712.64 72.04A5 Concrete1027 SF13.48 13.7 184.67A6 Solar Panel232 SF310 30A7 Class A Single PlyMembrane Roofing184 SF2.41 18.1 43.62A8 Obscure Tempered Glass 138 SF1.81 20 36.2Grand total: 87616 SF1301.75Phedra Sintered Stone Cladding PanelType: Stone Cladding PanelColor: Light GrayLRV: 17Source: NeolithIron Corten Sintered Stone Cladding PanelType: Stone Cladding PanelColor: Iron corten LRV: 12.1Source: NeolithClass A Single Ply Membrane RoofingType: N/AColor: GrayLRV: 18.1Source: IB Roof systemsGlass Type: Cardinal LoE 366 dual pane Color: ClearLRV: 11Source: Cardinal Glass IndustriesPainted SteelType: N/AColor: City shadowLRV: 12.64Source: Benjamin MooreConcreteType: Board formed concreteColor: Dark gray LRV: 13.7Source: PolyflorSolar Panel Type: Solar Photovoltaic systemColor: N/ALRV: 10Source: SunPowerCumulative Building LRV : 13.01
REV.: DEC. 2015
VICINITY MAP
PLAN FOR THE IMPROVEMENT OFLANDS OF OLGAARDPARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOSTOWN NOTES, PROJECT DATA, LEGEND & ABBREVIATIONSARCHITECTURE AND SITE APPLICATION NO. S-18-052REVISIONSBYDATEPROJECT NO.:SCALE:ENGR:CHECK:DRAWN:DESIGN:DATE: OCTOBER 22, 2019AMXXAMTMAS SHOWN18080SHEET INDEX
C1 TOWN NOTES, PROJECT DATA
LEGEND & ABBREVIATIONS
C2 BLUEPRINT FOR A CLEAN BAY SHEET
C3 EXISTING TOPOGRAPHY PLAN
C4 SITE PLAN
C5 DRIVEWAY PLAN & PROFILE
C6 GRADING & DRAINAGE PLAN
C7 SECTION AND DETAILS
C8 EROSION CONTROL PLAN
PLAN FOR THE IMPROVEMENT OF
TOWN OF LOS GATOS
GRADING & DRAINAGE PLANS
ARCHITECTURE AND SITE APPLICATION NO. S-18-052
TOTAL SITE AREA:
____________ SF
TOTAL SITE AREA DISTURBED: ____________ SF
(INCLUDING CLEARING, GRADING OR EXCAVATING)
EXISTING
AREA (SF)
PROPOSED AREA (SF)
REPLACED NEW
TOTAL AREA
POST-PROJECT (SF)
IMPERVIOUS AREA
TOTAL NEW & REPLACED IMPERVIOUS AREA
PERVIOUS AREA
TABLE OF PROPOSED PERVIOUS AND IMPERVIOUS AREAS
AB AGGREGATE BASE
AC ASPHALT CONCRETE
AD AREA DRAIN
ARV AIR RELEASE VALVE
BC BACK OF CURB
BFP BACKFLOW PREVENTER
BW BOTTOM OF WALL
CATV CABLE TELEVISION
CB CATCH BASIN
CFS CUBIC FEET PER SECOND
C/L CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CY CUBIC YARD
DCVA DOUBLE CHECK VALVE ASSEMBLY
DI DROP INLET
DIA DIAMETER
DIP DUCTILE IRON PIPE
DWY DRIVEWAY
(E) EAST
EG EXISTING GRADE
ELEC ELECTRICAL
EP EDGE OF PATH
EVAE EMERGENCY VEHICLE ACCESS EASEMENT
EX EXISTING
FC FACE OF CURB
FDC FIRE DEPARTMENT CONNECTION
FF FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOW LINE
FM FORCED MAIN
FS FIRE SERVICE
FT FEET
ABBREVIATIONS
8SHEET OF C1CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.G GAS
GA GAUGE
GB GRADE BREAK
GM GAS METER
GS GAS SERVICE
HDPE HIGH-DENSITY POLYETHYLENE
HP HIGH POINT
IEE INGRESS/EGRESS EASEMENT
IN INCH
INV INVERT ELEVATION
LAT LATERAL
LG LIP OF GUTTER
LP LOW POINT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MPH MILES PER HOUR
(N) NORTH
N.T.S. NOT TO SCALE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
PAD PAD ELEVATION
PCC PORTLAND CEMENT CONCRETE
PERF PERFORATED
PG&E PACIFIC GAS & ELECTRIC COMPANY
PIEE PRIVATE INGRESS/EGRESS EASEMENT
PL PROPERTY LINE
PR PROPOSED
PSDE PRIVATE STORM DRAIN EASEMENT
PSE PUBLIC SERVICE EASEMENT
PSSE PRIVATE SANITARY SEWER EASEMENT
PUE PUBLIC UTILITY EASEMENT
PVC POLYVINYL CHLORIDE
R RADIUS
RCP REINFORCED CONCRETE PIPE
RIM RIM ELEVATION
R/W RIGHT-OF-WAY
(S) SOUTH
S SLOPE
SCC SANTA CLARA COUNTY
SCCFD SANTA CLARA COUNTY FIRE DEPARTMENT
SD STORM DRAIN
SDCO STORM DRAIN CLEANOUT
SDE STORM DRAIN EASEMENT
SDMH STORM DRAIN MANHOLE
SDR STANDARD DIMENSION RATIO
SF SQUARE FEET
SJWC SAN JOSE WATER COMPANY
SS SANITARY SEWER
SSCO SANITARY SEWER CLEANOUT
SSE SANITARY SEWER EASEMENT
SSMH SANITARY SEWER MANHOLE
STD STANDARD
S/W SIDEWALK
TC TOP OF CURB
TELE TELEPHONE
TLG TOWN OF LOS GATOS
TW TOP OF WALL
TYP TYPICAL
VCP VITRIFIED CLAY PIPE
(W) WEST
W WATER
WM WATER METER
WS WATER SERVICE
WV WATER VALVE
WVSD WEST VALLEY SANITATION DISTRICT
XING CROSSING 15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080
GENERAL NOTES
1. PROPERTY ADDRESS: 15365 SANTELLA COURT
2. PROPERTY OWNER: CHRISTIAN & HELEN OLGAARD
3. ASSESSORS PARCEL NUMBER: 527-09-018
4. EXISTING USE: VACANT
5. EXISTING ZONING: HR-2
1
2: PD
6. PROPOSED USE: SINGLE FAMILY RESIDENTIAL
7. PROPOSED ZONING: HR-2
1
2: PD
8. SITE AREA: 87,475 SQ. FT. (GROSS); DRIVEWAY: 6,797 SQ. FT.; 80,678 SQ. FT. (NET)
9. APPLICANT/DEVELOPER: CHRISTIAN & HELEN OLGAARD
10. CONSULTANTS:
11. WATER SUPPLY: SAN JOSE WATER COMPANY
12. SANITARY SEWER DISPOSAL: WEST VALLEY SANITATION DISTRICT
13. GAS AND ELECTRIC: PACIFIC GAS & ELECTRIC
14. TELEPHONE: FRONTIER COMMUNICATIONS
15. CABLE: XFINITY
16. STORM DRAIN: TOWN OF LOS GATOS
17. FIRE PROTECTION: SANTA CLARA COUNTY FIRE DEPARTMENT
18. DATUM:
19. BASIS OF BEARINGS: BEARINGS AND DISTANCES ON THESE PLANS ARE BASED ON THE
"CERTIFICATE OF LOT LINE ADJUSTMENT" DOCUMENT NO. 22956909; DATED MAY 19,
2015. SANTA CLARA COUNTY RECORDER.
20. BENCHMARK INFORMATION: TOPOGRAPHIC SURVEY PROVIDED BY OWNER AND
PERFORMED BY OTHERS. PROJECT BENCHMARK SET IN CULDESAC OF SANTELLA COURT
A NAIL AND SHINER AT ELEVATION OF 721.01 FEET.
TOWN OF LOS GATOS STANDARD GRADING NOTES
1. ALL WORK SHALL CONFORM TO CHAPTER 12 OF THE CODE OF THE TOWN OF LOS GATOS,
THE ADOPTED CALIFORNIA BUILDING CODE AND THE LATEST EDITION OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION EXCEPT AS SPECIFIED OTHERWISE
ON THESE PLANS AND DETAILS.
2. NO WORK MAY BE STARTED ON-SITE WITHOUT AN APPROVED GRADING PLAN AND A
GRADING PERMIT ISSUED BY THE TOWN OF LOS GATOS, PARKS AND PUBLIC WORKS
DEPARTMENT LOCATED AT 41 MILES AVENUE, LOS GATOS, CA 95030.
3.A PRE-JOB MEETING SHALL BE HELD WITH THE TOWN ENGINEERING INSPECTOR FROM
THE PARKS AND PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING DONE. THE
CONTRACTOR SHALL CALL THE INSPECTIONS LINE AT (4080 399-5771 AT LEAST
FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING OR ONSITE WORK. THIS MEETING
SHOULD INCLUDE:
a. A DISCUSSION OF THE PROJECT CONDITIONS OF APPROVAL, WORKING HOURS, SITE
MAINTENANCE AND OTHER CONSTRUCTION MATTERS;
b. ACKNOWLEDGEMENT IN WRITING THAT CONTRACTOR AND APPLICANT HAVE READ
AND UNDERSTAND THE PROJECT CONDITIONS OF APPROVAL, AND WILL MAKE
CERTAIN THAT ALL PROJECT SUB-CONTRACTORS HAVE READ AND UNDERSTAND
THEM PRIOR TO COMMENCING WORK AND THAT A COPY OF THE PROJECT
CONDITIONS OF APPROVAL WILL BE POSTED ON SITE AT ALL TIMES DURING
CONSTRUCTION.
4. APPROVAL OF PLANS DOES NOT RELEASE THE DEVELOPER OF THE RESPONSIBILITY FOR
THE CORRECTION OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF,
DURING THE COURSE OF CONSTRUCTION OF THE IMPROVEMENTS, PUBLIC INTEREST
AND SAFETY REQUIRES A MODIFICATION OR DEPARTURE FROM THE TOWN
SPECIFICATIONS OR THESE IMPROVEMENT PLANS, THE TOWN ENGINEER SHALL HAVE
FULL AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE
MANNER IN WHICH THE SAME IS TO BE MADE.
5. APPROVAL OF THIS PLAN APPLIES ONLY TO THE GRADING, EXCAVATION, PLACEMENT,
AND COMPACTION OF NATURAL EARTH MATERIALS. THIS APPROVAL DOES NOT CONFER
ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY OR THE PRIVATE PROPERTY OF
OTHERS AND DOES NOT CONSTITUTE APPROVAL OF ANY OTHER IMPROVEMENTS.
6. EXCAVATED MATERIAL SHALL BE PLACED IN THE FILL AREAS DESIGNATED OR SHALL BE
HAULED AWAY FROM THE SITE TO BE DISPOSED OF AT APPROVED LOCATION(S).
7. IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE OR CONTRACTOR TO IDENTIFY,
LOCATE AND PROTECT ALL UNDERGROUND FACILITIES. PERMITTEE OR CONTRACTOR
SHALL NOTIFY USA (UNDERGROUND SERVICE ALERT) AT 1-800-227-2600 A MINIMUM OF
FORTY-EIGHT (48) HOURS BUT NOT MORE THAN FOURTEEN (14) DAYS PRIOR TO
COMMENCING ALL WORK.
8. ALL GRADING SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE
STANDARDS ESTABLISHED BY THE AIR QUALITY MANAGEMENT DISTRICT FOR AIRBORNE
PARTICULATES.
9. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS, CODES,
RULES AND REGULATIONS GOVERNING THE WORK IDENTIFIED ON THESE PLANS. THESE
SHALL INCLUDE, WITHOUT LIMITATION, SAFETY AND HEALTH RULES AND REGULATIONS
ESTABLISHED BY OR PURSUANT TO THE OCCUPATIONAL SAFETY AND HEALTH ACT OR
ANY OTHER APPLICABLE PUBLIC AUTHORITY.
10. THE GENERAL CONTRACTOR SHALL PROVIDE QUALIFIED SUPERVISION ON THE JOB SITE
AT ALL TIMES DURING CONSTRUCTION.
11. HORIZONTAL AND VERTICAL CONTROLS SHALL BE SET AND CERTIFIED BY A LICENSED
SURVEYOR OR REGISTERED CIVIL ENGINEER QUALIFIED TO PRACTICE LAND SURVEYING,
FOR THE FOLLOWING ITEMS:
a. RETAINING WALL: TOP OF WALL ELEVATIONS AND LOCATIONS (ALL WALLS TO BE
PERMITTED SEPARATELY AND APPLIED FOR AT THE TOWN OF LOS GATOS BUILDING
DIVISION).
b. TOE AND TOP OF CUT AND FILL SLOPES.
12. PRIOR TO ISSUANCE OF ANY PERMIT, THE APPLICANT'S SOILS ENGINEER SHALL REVIEW
THE FINAL GRADING AND DRAINAGE PLANS TO ENSURE THAT DESIGNS FOR
FOUNDATIONS, RETAINING WALLS, SITE GRADING, AND SITE DRAINAGE ARE IN
ACCORDANCE WITH THEIR RECOMMENDATIONS AND THE PEER REVIEW COMMENTS.
THE APPLICANT'S SOILS ENGINEER'S APPROVAL SHALL THEN BE CONVEYED TO THE
TOWN EITHER BY LETTER OR BY SIGNING THE PLANS.
SOILS ENGINEER ___________________________________________________
REFERENCE REPORT NO. __________________, DATED ____________, 20 ______
LETTER NO. __________, DATED ____________, 20 ___, SHALL BE THOROUGHLY
COMPLIED WITH. BOTH THE MENTIONED REPORT AND ALL UPDATES/ADDENDUMS/
LETTERS ARE HEREBY APPENDED AND MADE A PART OF THIS GRADING PLAN.
13. DURING CONSTRUCTION, ALL EXCAVATIONS AND GRADING SHALL BE INSPECTED BY THE
APPLICANT'S SOILS ENGINEER. THE ENGINEER SHALL BE NOTIFIED AT LEAST
FORTY-EIGHT (48) HOURS BEFORE BEGINNING ANY GRADING. THE ENGINEER SHALL BE
ON-SITE TO VERIFY THAT THE ACTUAL CONDITIONS ARE AS ANTICIPATED IN THE
DESIGN-LEVEL GEOTECHNICAL REPORT AND/OR PROVIDE APPROPRIATE CHANGES TO
THE REPORT RECOMMENDATIONS, AS NECESSARY. ALL UNOBSERVED AND/OR
UNAPPROVED GRADING SHALL BE REMOVED AND REPLACED UNDER SOILS ENGINEER
OBSERVANCE (THE TOWN INSPECTOR SHALL BE MADE AWARE OF ANY REQUIRED
CHANGES PRIOR TO WORK BEING PERFORMED).
14. THE RESULTS OF THE CONSTRUCTION OBSERVATION AND TESTING SHOULD BE
DOCUMENTED IN AN “AS-BUILT” LETTER/REPORT PREPARED BY THE APPLICANTS' SOILS
ENGINEER AND SUBMITTED FOR THE TOWN'S REVIEW AND ACCEPTANCE BEFORE FINAL
RELEASE OF ANY OCCUPANCY PERMIT IS GRANTED.
15. ALL PRIVATE AND PUBLIC STREETS ACCESSING PROJECT SITE SHALL BE KEPT OPEN AND IN
A SAFE, DRIVABLE CONDITION THROUGHOUT CONSTRUCTION. IF TEMPORARY CLOSURE
IS NEEDED, THEN FORMAL WRITTEN NOTICE TO THE ADJACENT NEIGHBORS AND THE
TOWN OF LOS GATOS PARKS AND PUBLIC WORKS DEPARTMENT SHALL BE PROVIDED AT
LEAST ONE (1) WEEK IN ADVANCE OF CLOSURE AND NO CLOSURE SHALL BE GRANTED
WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE TOWN. NO MATERIAL OR
EQUIPMENT SHALL BE STORED IN THE PUBLIC OR PRIVATE RIGHT-OF-WAY.
16. THE CONTRACTOR SHALL INSTALL AND MAINTAIN FENCES, BARRIERS, LIGHTS AND SIGNS
THAT ARE NECESSARY TO GIVE ADEQUATE WARNING AND/PROTECTION TO THE PUBLIC
AT ALL TIMES.
17. OWNER/APPLICANT: CHRISTIAN & HELEN OLGAARD PHONE: 408 505-7715
18. GENERAL CONTRACTOR: ________________________ PHONE: ______________
19. GRADING CONTRACTOR: ________________________ PHONE: ______________
20.CUT: ±2,348 CY EXPORT: ±2,154 CY
FILL: ±194 CY IMPORT: 0 CY
21. WATER SHALL BE AVAILABLE ON THE SITE AT ALL TIMES DURING GRADING OPERATIONS
TO PROPERLY MAINTAIN DUST CONTROL.
22. THIS PLAN DOES NOT APPROVE THE REMOVAL OF TREES. APPROPRIATE TREE REMOVAL
PERMITS AND METHODS OF TREE PRESERVATION SHALL BE REQUIRED. TREE REMOVAL
PERMITS ARE REQUIRED PRIOR TO THE APPROVAL OF ALL PLANS.
23. A TOWN ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC
RIGHT-OF-WAY. A STATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN
STATE RIGHT-OF-WAY (IF APPLICABLE). THE PERMITTEE AND/OR CONTRACTOR SHALL BE
RESPONSIBLE COORDINATING INSPECTION PERFORMED BY OTHER GOVERNMENTAL
AGENCIES.
24. NO CROSS-LOT DRAINAGE WILL BE PERMITTED WITHOUT SATISFACTORY STORMWATER
ACCEPTANCE DEED/FACILITIES. ALL DRAINAGE SHALL BE DIRECTED TO THE STREET OR
OTHER ACCEPTABLE DRAINAGE FACILITY VIA A NON-EROSIVE METHOD AS APPROVED BY
THE TOWN ENGINEER.
25. IT IS THE RESPONSIBILITY OF CONTRACTOR AND/OR OWNER TO MAKE SURE THAT ALL
DIRT TRACKED INTO THE PUBLIC RIGHT-OF-WAY IS CLEANED UP ON A DAILY BASIS. MUD,
SILT, CONCRETE AND OTHER CONSTRUCTION DEBRIS SHALL NOT BE WASHED INTO THE
TOWN'S STORM DRAINS.
26. GOOD HOUSEKEEPING PRACTICES SHALL BE OBSERVED AT ALL TIMES DURING THE
COURSE OF CONSTRUCTION. SUPERINTENDENCE OF CONSTRUCTION SHALL BE
DILIGENTLY PERFORMED BY A PERSON OR PERSONS AUTHORIZED TO DO SO AT ALL
TIMES DURING WORKING HOURS. THE STORING OF GOODS AND/OR MATERIALS ON THE
SIDEWALK AND/OR THE STREET WILL NOT BE ALLOWED UNLESS A SPECIAL PERMIT IS
ISSUED BY THE ENGINEERING DIVISION. THE ADJACENT PUBLIC RIGHT-OF-WAY SHALL BE
KEPT CLEAR OF ALL JOB RELATED DIRT AND DEBRIS AT THE END OF THE DAY. FAILURE TO
MAINTAIN THE PUBLIC RIGHT-OF-WAY ACCORDING TO THIS CONDITION MAY RESULT IN
PENALTIES AND/OR THE TOWN PERFORMING THE REQUIRED MAINTENANCE AT THE
DEVELOPER'S EXPENSE.
27. GRADING SHALL BE UNDERTAKEN IN ACCORDANCE WITH CONDITIONS AND
REQUIREMENTS OF THE PROJECT STORM WATER POLLUTION CONTROL PLAN AND/OR
STORM WATER POLLUTION PREVENTION PLAN (SWPPP), THE TOWN OF LOS GATOS
STORM WATER QUALITY MANAGEMENT PROGRAM, NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) AND ANY OTHER PERMITS/REQUIREMENTS ISSUED BY
THE STATE OF CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. PLANS
(INCLUDING ALL UPDATES) SHALL BE ON-SITE AT ALL TIMES. NO DIRECT STORMWATER
DISCHARGES FROM THE DEVELOPMENT WILL BE ALLOWED ONTO TOWN STREETS OR
INTO THE PUBLIC STORM DRAIN SYSTEM WITHOUT TREATMENT BY AN APPROVED
STORM WATER POLLUTION PREVENTION DEVICE OR OTHER APPROVED METHODS.
MAINTENANCE OF PRIVATE STORMWATER POLLUTION PREVENTION DEVICES SHALL BE
THE SOLE RESPONSIBILITY OF THE OWNER. DISCHARGES OR CONNECTION WITHOUT
TREATMENT BY AN APPROVED AND ADEQUATELY OPERATING STORMWATER POLLUTION
PREVENTION DEVICE OR OTHER APPROVED METHOD SHALL BE CONSIDERED A
VIOLATION OF THE ABOVE REFERENCED PERMIT AND THE TOWN OF LOS GATOS
STORMWATER ORDINANCE.
TOWN OF LOS GATOS NPDES NOTES
1. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE
USING STRUCTURAL CONTROLS AS REQUIRED BY THE STATEWIDE GENERAL
CONSTRUCTION STORMWATER PERMIT.
2. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT
TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT
PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND AS REQUIRED BY THE
STATEWIDE GENERAL CONSTRUCTION STORMWATER PERMIT.
3. APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS) FOR CONSTRUCTION-RELATED
MATERIALS, WASTES, SPILL OR RESIDES SHALL BE IMPLEMENTED TO MINIMIZE
TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING
PROPERTY BY WIND OR RUNOFF AS REQUIRED BY THE STATEWIDE GENERAL
CONSTRUCTION STORMWATER PERMIT.
4. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT
CONSTRUCTION SITES AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR TO
THE LOCAL STORM DRAIN SYSTEM.
5. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE
AWARE OF THE REQUIRED BEST MANAGEMENT PRACTICES (BMPS) AND GOOD
HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED
CONSTRUCTION STAGING AREAS.
6. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS
AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR
RECYCLE BINS.
7. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM
DOES NOT CARRY WASTE OR POLLUTANTS OFF OF THE SITE. DISCHARGES OF MATERIAL
OTHER THAN STORMWATER (NON-STORMWATER DISCHARGES) ARE PROHIBITED EXCEPT
AS AUTHORIZED BY AN INDIVIDUAL NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM (NPDES) PERMIT OR THE STATEWIDE GENERAL CONSTRUCTION STORMWATER
PERMIT. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID
CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS,
GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES AND
ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS,
AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR
CURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT STEAM
CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND
SUPERCHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING
CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND
CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL
STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE
AND FEDERAL REQUIREMENTS.
8. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING
GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED.
DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS ALSO PROHIBITED.
DISCHARGING NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING
ACTIVITIES REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES) PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL
BOARD.
HOUSE FOOTPRINT
CUT (CY)MAX CUT
HEIGHT (SF)
POOL
DRIVEWAY / ACCESS
LANDSCAPE / OUTDOOR
TOTAL
FILL (CY)MAX FILL
DEPTH (SF)EXPORT (CY)
ATTACHED GARAGE
ACCESSORY BUILDING
CELLAR
AREA DESCRIPTION
TABLE OF PROPOSED EARTHWORK QUANTITIES
±771
±189
±472
±663
0
0
±121
±73
±2,348 ±194
8.0
11.8
2.6
4
0
0
2.5
3
±771
±189
±351
±590
±2,154
N/A
±253
N/A
N/A
0
N/A
7.9 0 ±253
REV.: SEPT. 20168SHEET OF C2PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS
REVISIONS BY DATE
PROJECT NO.:
SCALE:
ENGR:
CHECK:
DRAWN:
DESIGN:
DATE: OCTOBER 22, 2019
AM
XX
AM
TM
NONE
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
18080
GRADING & DRAINAGE PLANS
LANDS OF OLGAARD
BLUEPRINT FOR A CLEAN BAY
ARCHITECTURE AND SITE APPLICATION NO. S-18-052
15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS
CONSTRUCTION MANAGERS
HANNA-B UN TTI
EST. 1910
7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA
OFFICE (408) 842-2173 FAX (408) 842-3662
EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080
LOT 8LOT 9LOT 1010'P.S.D.E.W W W W W
WWWW60'DRAINAGE EASEMENTDOC# 19705898REV.: SEPT. 20168SHEET OF C3PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS
REVISIONS BY DATE
PROJECT NO.:
SCALE:
ENGR:
CHECK:
DRAWN:
DESIGN:
DATE: OCTOBER 22, 2019
AM
XX
AM
TM
1"=30'
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
18080
GRADING & DRAINAGE PLANS
LANDS OF OLGAARD
EXISTING TOPOGRAPHY
ARCHITECTURE AND SITE APPLICATION NO. S-18-052
15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS
CONSTRUCTION MANAGERS
HANNA-B UN TTI
EST. 1910
7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA
OFFICE (408) 842-2173 FAX (408) 842-3662
EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080
LOT 8LOT 9LOT 1010'P.S.D.E.W W W W W
WWWW60'DRAINAGE EASEMENTDOC# 19705898REV.: SEPT. 20168SHEET OF C4PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS
REVISIONS BY DATE
PROJECT NO.:
SCALE:
ENGR:
CHECK:
DRAWN:
DESIGN:
DATE: OCTOBER 22, 2019
AM
XX
AM
TM
1"=30'
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
18080
GRADING & DRAINAGE PLANS
LANDS OF OLGAARD
GRADING & DRAINAGE PLAN
ARCHITECTURE AND SITE APPLICATION NO. S-18-052
15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS
CONSTRUCTION MANAGERS
HANNA-B UN TTI
EST. 1910
7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA
OFFICE (408) 842-2173 FAX (408) 842-3662
EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080
LOT 910'P.S.D.E.WWWWWREV.: SEPT. 20168SHEET OF C5PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS
REVISIONS BY DATE
PROJECT NO.:
SCALE:
ENGR:
CHECK:
DRAWN:
DESIGN:
DATE: OCTOBER 22, 2019
AM
XX
AM
TM
1"=10'
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
18080
GRADING & DRAINAGE PLANS
LANDS OF OLGAARD
DRIVEWAY PLAN & PROFILE
ARCHITECTURE AND SITE APPLICATION NO. S-18-052
15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS
CONSTRUCTION MANAGERS
HANNA-B UN TTI
EST. 1910
7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA
OFFICE (408) 842-2173 FAX (408) 842-3662
EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080
OT 810'P.S.D.E.REV.: SEPT. 20168SHEET OF C6PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS
REVISIONS BY DATE
PROJECT NO.:
SCALE:
ENGR:
CHECK:
DRAWN:
DESIGN:
DATE: OCTOBER 22, 2019
AM
XX
AM
TM
1"=10'
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
18080
GRADING & DRAINAGE PLANS
LANDS OF OLGAARD
GRADING & DRAINAGE PLAN
ARCHITECTURE AND SITE APPLICATION NO. S-18-052
15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS
CONSTRUCTION MANAGERS
HANNA-B UN TTI
EST. 1910
7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA
OFFICE (408) 842-2173 FAX (408) 842-3662
EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080 5
REV.: SEPT. 20168SHEET OF C7PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS
REVISIONS BY DATE
PROJECT NO.:
SCALE:
ENGR:
CHECK:
DRAWN:
DESIGN:
DATE: OCTOBER 22, 2019
AM
XX
AM
TM
1"=10'
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
18080
GRADING & DRAINAGE PLANS
LANDS OF OLGAARD
SECTION AND DETAILS
ARCHITECTURE AND SITE APPLICATION NO. S-18-052
15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS
CONSTRUCTION MANAGERS
HANNA-B UN TTI
EST. 1910
7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA
OFFICE (408) 842-2173 FAX (408) 842-3662
EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080
LOT 8LOT 9LOT 1010'P.S.D.E.WWWWWWREV.: SEPT. 20168SHEET OF C8PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOS
REVISIONS BY DATE
PROJECT NO.:
SCALE:
ENGR:
CHECK:
DRAWN:
DESIGN:
DATE: OCTOBER 22, 2019
AM
XX
AM
TM
1"=20'
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
18080
GRADING & DRAINAGE PLANS
LANDS OF OLGAARD
EROSION CONTROL PLAN
ARCHITECTURE AND SITE APPLICATION NO. S-18-052
15365 SANTELLA COURT - APN 527-09-018CIVIL ENGINEERS LAND SURVEYORS
CONSTRUCTION MANAGERS
HANNA-B UN TTI
EST. 1910
7651 EIGLEBERRY STREET GILROY 95020 CALIFORNIA
OFFICE (408) 842-2173 FAX (408) 842-3662
EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18080
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