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orange ave plan set . ABBREVIATIONS & AND L ANGLE � AT CL CENTER LINE O DIAMETER # POUND OR NUMBER AA.P. ATTIC ACCESS PANEL A.B. ANCHOR BOLT A.C. ASPHALTIC CONCRETE A/C AIR CONDITIONING ADJ. ADJUSTABLE A.F.S. AUTOMATIC FIRE SPRINKLER ALUM. ALUMINUM APPROX. APPROXIMATE ARCH. ARCHITECTURAL ANOD. ANODIZED ASPH. ASPHALT AWG AWNING WINDOW B/ BACK OF OR BOTTOM OF BD. BOARD B.H.A.C.B. BETTER HEATING AND AIRCONDITIONING BUREAU BLDG. BUILDtNG BLKG. BLOCKING BM. BEAM B.O.J. BOTTOM OF JOISTS BOTf. BOTfOM B.U. BUILT-UP C. CARPET CABT. CABINET C.B. CATCH BASIN CEM. CEMENT CNT. CENTER C.T. CERAMIC TILE C.I. CAST IRON C.J. CONSTRUCTION JOINT CLO. CLOSET CLR. CLEAR CLG. CEILING C.M.U. CONCRETE MASONRY UNIT C.O. CLEANOUT COL. COLUMN COMP. COMPOSITION CONG CONCRETE CONN. CONNECTION CONST. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR CSK. COUNTERSUNK CSMT. CASEMENT WINDOW C.W. COLD WATER D. DRYER DB. DOUBIE D.B. DROPPED BEAM DET. DETAIL D.F. DOUGLAS FIR DH DOUBLE HUNG WINDOW DIM. DIMENSION DR. DOOR D.S. DOWNSPOUT D.W. DISH WASHER DWG. DRAWING DWR. DRAWER EA. EACH E.J. EXPANSION JOINT ELEC. ELECTRICAL ELEV. ELEVATION ENCL. ENCLOSURE E.P.B. ELECTRIC PANEL BOARD EQ. EQUAL EXH. EXHAUST EXP. EXPANSION EXIST. or (E) EXISTING EXT. EXTERIOR FBRGL. FIBERGLASS F.D. FLOOR DRAIN FDN. FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.H. FIRE HYDRANT OR FLAT HEAD F.H.C. FIRE HOSE CABINET F.F. FiNISH FLOOR F.G. FINISH GRADE FIN. FL. FINISH FLOOR FLUOR. FLUORESCENT FLSG. FLASHING F.O. FINISHED OPENING F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD FR. DR. FRENCH DOOR FT. FOOT OR FEET FfG. FOOTING FRP FIBERGLASS REINFORCED PLASTIC FURR. FURRING FXD. FIXED GA. GAUGE G.D. GARBAGE DISPOSAL GALV. GALVANIZE(D) G.I. GALVANIZED IRON GFI. GROUNDFAULTINTERRUPTER GL. GLASS GRD. GROUND OR GRADE G.S.F. GROSS S�UARE FEET G.S.M. GALVANIZED SHEET METAL GYP. BD. GYPSUM BOARD H.C. HOLLOW CORE H.D. HOLD DOWN HDR HEADER HDWD. HARDWOOD HDWR. HARDWARE H.M. HOLLOW METAL HORIZ. HORIZONTAL H.P. HIGH POINT HR. HOUR H.B. HOSE BIBB HT. HEIGHT HC. HANDICAP HTG. HEATING HVAC HEATING VENT1LATiNG AND AIR CONDITIONING H.W. HOT WATER H.W.D. HOT WATER DISPENSER I.D. INSIDE DIAMETER INV. INVERT INSUL. INSULATION INT. INTERIOR J.B. JUNCTION BOX JST. JOIST JT. JOINT � Q � � � 0 O N �O N � KIT. KITCHEN K.O. KNOCKOUT K.P. KICKPLATE LAVS. LAVATORIES LAM. LAMINATED LIN. LINEN L.P. LOW POINT LT. LIGHT MAT. MATERIAL MAX. MAXIMUM M.B. MACHINE BOLT MECH. MECHANICAL M.C. MEDICINE CABINET MET. METAL MFR. MANUFACTURER M.H. MANHOLE M�N. MINIMUM MISC. MISCELLANEOUS MTD. MOUNTED MULL. MULLION (N) NEW N.I.C. NOT IN CONTRACT NO./# NUMBER N.S.F. NET SQUARE FEET N.T.S. NOT TO SCALE O/ OVER O.C. ON CENTER O.F.S. OUTSIDE FACE OF STUD OH. OVERHEAD OPNG. OPENING OPP. OPPOSITE O.D. OVERFLOW DRAIN a OUTSIDE DIAMETER PA. PUBLIC ADDRESS P.B. PANIC BAR P.C. PRE-CAST P.D.F. POWDER DRNEN FASTENER PL PLATE P/L PROPERTY LINE PLAS. PLASTER PLAS. LAM. PLASTIC LAMINATE PLY. PLYWOOD PNL. PANEL POL. POLISHED PORC. ENAM. PORCELAIN ENAMEL PT POINT P.V.C. POLV VINYL CHLORIDE PR. PPJR R. RISERS R.A. RETURN AIR RAD. RADIUS R.C.P. REINFORCED CONCRETE PIPE RD. ROUND R.D. ROOF DRAIN REC. RECESSED REF. REFRIGERATOR REINF. REINFORCEDANG RES. RESILIENT R.H. ROUND HEAD RM. ROOM R.O. ROUGH OPENING REQ. RE�UIRED R/W RIGHT OF WAY RWD. REDWOOD R.W.L. RAIN WATER LEADER S&P SHELFANDPOLE SCHED. SCHEDULE S.C. SOLID CORE S.D. STORM DRAIN SECT. SECTION S.F. SQUARE FOOT/FEET SGD. SLIDING GLASS DOOR SGW. SLIDING GLASS WINDOW S.H. SINGLE HUNG WINDOW SHT. SHEET SHTHG. SHEATHING SHWR. SHOWER SHVS. SHELVES SIM. SIMILAR SK. SINK OR SKETCH SL. DRS. 5LIDING DOORS S.M. SHEET METAL S.M.S. SHEET METAL SCREW SPECS. SPECIFICATIONS SQ. SQUARE STD. STANDARD STL. STEEL STOR. STORAGE STRUCT. STRUCTURAL ST. STL STAINLESS STEEL SUSP. SUSPENDED SYM. SYMMETRICAL T. TILE T.B. TOWEL BAR T.C. TOP OF CURB TEL. TELEPHONE TEMP. TEMPERED THRESH. THRESHOLD T& G TONGUE AND GROOVE T.O.F. TOP OF FOOTING T.O. TOP OF T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TOSF TOP OF SUB FLOOR T.P. TOILET PAPER TR. TREAD T.W. TOP OF WALL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE U.O.N. UNLESS OTHERWISE NOTED UR. URINAL V. VINYL V.C.P. VITREOUS CLAV PIPE VERT. VERTICAL V.G.D.F. VERTICAL GRAIN DOUGLAS FIR W. WINDOW OR WASHER W/ WITH WAINS. WAINSCOT W.C. WATER CLOSET WD. WOOD WDW. WINDOW W/O WITHOUT W.P. WORK POINT or WATERPROOF W.R. WATER RESI5TANT or WASTE RECEPTACLE W.S. WEATHER STRIPPING a WOOD SCREW W.W.F. WELDED WIRE FABRIC XO SLIDING WINDOW WITH "X" BEING OPENABLE AND "O" BEING FIXED WHEN LOOKWG FROM THE OUTSIDE XOX SLIDING WINDOW WITH "X" BEING OPENABLE AND'O' BEING FIXED WHEN LOOKING FROM THE OUTSIDE, DIVIDED ROUGLY 1/4, 1f2, 1/4, RESPECTNELY NEW SINGLE FAMILY RESIDENCE _ T!' ,'a x DETAIL NUMBER X.X SHEET WHERE DETAIL IS DRAWN. SAME DISCIPLINE U.N.O 10216 ORANGE AVENUE CUPERTINO, CA 95014 SYMBOLS x SECTION NUMBER x INTERIOR ELEVATION NUMBER X.X SHEET WHERE SECTION IS DRAWN. x�x SHEET WHERE ELEVATION IS DRAWN. SAME DISCIPLINE U.N.O SAME DISCIPLINE U.N.O WINDOW MARK O DOOR MARK Q REVISION NUMBER x (SEE WINDOW SCHEDULE) � (SEE DOOR SCHEDULE) X (SEE DESCRIPTION BLOCK ON SAME SHEET FOR DATE 8 DESCRIPTION) PERSPECTIVE � ELEVATION ABOVE DATUM POINT NORTH ARROW (THIN LINE INDICATES TRUE NORTH) VICINITY MAP PROJECT SITE ,._ . ,,.. .,. ... .. ..E . _ t. DRAWING INDEX ARCHITECTURALSHEETS A-1 TITLE SHEET A-2 SITE & AREA PLANS A� BASEMENT & F�RST FLOOR PLANS A< SECOND FLOOR 3 ROOF PLANS A5 ELEVATIONS A� SECTIONS 8 DETAILS A-7 TITLE SHEET A-B SffE & AREA PLANS A-9 BASEMENT 8 FIRST FLOOR PLANS A-10 SECOND FLOOR & ROOF PLANS A-11 ELEVATIONS A-12 SECTIONS 8 DETAILS CIVIL SHEETS TENTATIVE MAP 1 COVER, DETAILS, 8 SECTIONS 2 PROPOSEDIMPROVEMENTS 3 EXISTING IMPROVEMENTS PRELIMINARY GRADING 1 GRADING & DRAINAGE PLAN 2 SECTIONS & DETAILS LANDSCAPE SHEETS L1.0 LANDSCAPE IRRIGATION PLAN L1.1 HOUSE-1 LANDSCAPE HYDRO-ZONE PLAN L1.2 HOUSE-2 LANDSCAPE HYDRO-ZONE PLAN L2.0 LANDSCAPE PLANTING PLAN L3.0 LANDSCAPE CONSTRUCTION DETAILS L3.1 LANDSCAPE CONSTRUCTION DETAILS L4.0 LANDSCAPE SPECIFICATIONS PROJECT DATA FLOOR AREA RATIO: RATIO OF 2ND FLOOR TO 1 ST FLOOR: NUMBER OF STORIES: HEIGHT: BUILDING PAD ELEVATION: CURB ELEVATION: PARKING: EXISTING USE: PROPOSED USE: ZONING: GENERAL PLAN DESIGNATION: PAVING AREA: LANDSCAPING AREA: NUMBER OF DWELLING UNITS: RECREATION AREA: 2.697/6.000 = .449 1006 S.F. / 1,691 S.F. _ .59 2 25'-T SEE CNIL DRAWINGS SEE CNIL DRAWINGS IN GARAGE - 2 ON DRIVEWAY - 2 TOTAL-4 SINGLE FAMILY RESIDENCE SINGLE FAMILY RESIDENCE P (RES) 4.4 - 7.7 DU/GR AC 1,220 S.F. (20%) 3,089 S.F. (51%) (1) 4-BEDROOM UNIT 1,824 S.F. (30 % ) RESIDENTIAL PROJECT COVER SHEET ASSESOR'D PARCEL NUMBER: 357-18-031 NAME OF OWNER: Robert Adzich PROJECT ADDRESS 10216 Orange Ave, Cupe�tino, CA 95014 CONTACT PERSON: Robert Adzich PHONE: 408-2344835 FAX: NET S�UARE FOOTAGE OF LOT 6,000 S.F. (.138 AC.) SQUARE FOOTAGE MAIN HOUSE: EX�STING: PROPOSED: FIRST FLOOR: 810 S.F. 1,267 S.F. SECOND FLOOR: 1,006 S.F. GARAGE: 400 S.F. 424 S.F. BASEMENT: 1,691 S.F. TOTAL: 1,210 S.F. 4,368 S.F. Are there at least two 10 foot by 20 foot clear spaces inside the garage: Y Is privacy protecbon planting required fa the project? Y Build it Green Total Pdnts: N/A On what floor is work being done? ALL Brief descriptlon of work: DEMOUTIN OF A SINGLE FAMILY RESIDENCE AND DETACHED GARAGE. CREATION OF A NEW LOT BY SUBDNIDING WITH A NEW SINGLE FAMILY RESIDENCE AND ATTACHED GARAGE Code Editions: 2010 CBC, 2010 CRC, 2010 CPC, 2010 CMC, 2010 CEC, _ _ __ __ � � � � � � � � � � � � � � i � � � , � � � ARCHITECT A.I.A. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408/ 379-6500 Fax 408/ 379-6110 Project Name: NEW SINGLE FAM I LY RESIDENCE 10216 ORANGE AVENUE CUPERTINO, CA 95014 Sheet Name: TITLE SHEET Project Number 1103 Date 05/26/11 Drawn By ,JRg Checked By BM A-1 Scale 12" = 1'-0" � VIEW FROM STREET � i. � a � N _ I� v C O N tG N � FIRST FLOOR AREA A- 11'-4" x 4'-0" = 45 sf B- 29'-0" x 21'-0" = 609 sf C- 33'-0" x 28'-0" = 924 sf D- 20'-8" x 2'-0" = 41 sf E- 14'-6" x 5'-0" = 72 sf TOTAL: 1,691 sf AREA J 12 SF G 0 0 � M � w 0 M (O � o� � � `v (V � � ` � � � � LAND. I � '�--- — � I � � � I I MATERIAL � STAG�NG � AREA � � I �----- 48. O ��N) PLANTER Sl � � — SECOND FLOOR AREA `- CURB,GUTTEK,UKIVtWAY, AND SIDEWALK PER CITY STANDARDS,TVP. F- 23'-0" x 16'-9" = 386 sf G- 1'-9" x 3'-5" = 6 sf ORANGE AVENUE H- 18'-6" x 6'-9" = 125 sf J- 2'-0" x 6'-0" = 12 sf SITE NOTES: K- 25'-0" x 15'-3" = 382 sf L- 10 �-0�� X r 'J� - 6 " = 55 sf � SEE CIVIL DRAWINGS FOR PROPERTY LINE DIMENSIONS AND DIMENSIONS OF THE M- 10 � - 0�� X 4�-O = 40 sf HOUSES FROM PROPERTY LINES. 2. ALL UTILITY SERVICES, INCLUDING TOTAL: 1,006 sf TELEPHONE, ELECTRIC POWER, AND ALL COMMUNICATIONS LINES SHALL BE PLACED UNDERGROUND. UNDERGROUND CONDUIT SHALL BE PROVIDED FOR CABLE TELEVISION SERVICE. �- 6 FOOT TlvLL REDWOOD FENCEALONG PROPERTY LINES, TYP. 0 0 � M � � 0 M (� � � � Z NEW GAS METER NEW 250A MAIN ELECTRICAL PANEL WITH UNDERGROUND SERVICE Z 0 � a U � w 0 �, ,� i % BRUNO MARCELIC ARCHITECT A.I.A. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408/ 379-6500 Fax 408/ 379-6110 Project Name: NEW SINGLE FAM I LY RESIDENCE 10216 ORANGE AVENUE !'I IDCDTIAI!'1 re Sheet Name: SITE & AREA PLANS Project Number 1103 Date 05/26/11 Drawn By ,JRg Checked By BM A-2 scaie As indicated 3 FIRST FLOOR AREA DIAGRAM 1/4" = 1'-0" N 00°00'00" W 48.00' � ar�• � � � � � � r � � � ■ � � � � � � � � � � � � � � � � ♦ � ARCHITECT A.I.A. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408/379-6500 Fax 408/ 379-6110 Project Name: NEW SINGLE FAM I LY RESIDENCE 10216 ORANGE AVENUE CUPERTINO, CA 95014 � Q � � v c 0 N t0 � lOVE GRADE _ PUMP, BASEMENT AN[ DUCTS �.,aR FRAMING, THROUGH DROPPED CEILINGS AN SOFFITS. DO NOT PENETRATE FLOOR JOISTS AND BEAMS. A5 BASEMENT FLOOR PLAN 1 /4" = 1'-0" FIRST FLOOR 1/4" = 1'-0" Sheet Name: BASEMENT & FIRST FLOOR PLANS Project Number 1103 Date 05/26/11 Drawn By ,JRg Checked By gM A-3 Scale 1/4" = 1'-0" � � � � � � � � . � . � � � � . � � . � � � � � . � • 1/ _' � ARCHITECT A.I.A. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408/ 379-6500 Fvc 408/ 379-6110 ROOF PLAN 1/4" = 1'-0" Project Name: NEW SINGLE � FAM I LY RESIDENCE 10216 ORANGE AVENUE CUPERTINO, CA 95014 'CMI" MODEL RVGL50 ROOF VENTILATOR, TYPICAL � , A-5 � SECOND FLOOR PLAN 1/4" = 1'-0" Sheet Name: SECOND FLOOR & ROOF PLANS Project Number 1103 �ate 05/26/11 �� Bv JRB Checked By gM A-4 sca�e 1/4" = 1'-0" � ¢ N � CC � 0 b N � N � . ,. .. . r ..;. ..;. ., �.,,...._.. ��ti � ..�`'y�-"'� ~�,,;f �'�... .�� , .✓- "% - ` "� ` �.. .: . , �, ��. _ _ . . __. _� "�-.. ? , . . . f� ' - � - .� � T �.� . .�..� ,.! � :i� ..� '. .': :-:.:; 3 � � i: ��. � ; ........ ......... � • ... .�..�_...........�..... - .. '.:..:.:' . . .:. , . , , �: �'�:'. � . .., �r : �., .:. ,, . . :: : _ . . :: . . .. . . ; ; , �-'' .: : 1 ,, � i:� � � ��{ . . � � . j'I .i! - ... ..: ...,. . ^.�} ., ..-:.: . . .'.:: .. .,�;.;'., .. ,,..�:. . . . :�`�. . ,:�::�\,. Roof n 20' -�1 LIGHTWEIGHT CONCRETE TILE ROOFING BY EAGLE STYIE: CAPISTRANO — SUNRISE BLEND WOOD CORBELS AND TRIM FINISH: BENJAMIN MOORE SILHOUETTE Roof = - - '�- - �` _ .�---�•j - - - 20 _- 0 � �� ANDERSEN 100 SERIES WINDOWS ; FINISH: DARK BRONZE i . ,� l `1s . �� i ;: : �: .: WINDOW TRIM BY VERISTONE * ' ; �.y � FINISH: VERIFY WRH OWNER __ � � A � - •„ ^-.'` , t ' , � . ... � . ` � w � ' . � . �� '`�� $ _ Second Floo^ o ::�....�,...� „ �,,,:��.<..�..�..,�,.�:�<� —� y 11' 0 o : �,. �� .. -' N I ,� � . .. , � ,�� o '?`� ��'. � �`"`. � �� ... �1,.. I .�.—^' � ^-� .�*.�^-^�^—�---�._.. � ,�^ ��` ""'s -- � STUCCO WALL FINISH .--�� FINISH: BENJAMIN MOORE RATTAN i �",� ;" � � 1 � i �`� � � �" � � ., ' � `�l ��_�I._ �_� ��` . .�. , -n _. i � � �, � �, £ ! WOOD ENTRY DOOR i , � . � . �€ � � f S . � (:�`s � �� ; FINISH: BEHR WOODCHIP STAIN S� � ` � f � ,I � £` ' �j4 ✓_ 3 �: � s � �� " : � s�, � WOOD ROLL—UP GARAGE DOOR j � ; £ .,� � �� , ; FINISH: BEHRWOODCHIPSTAIN (� 5 � 3 x = � s x i � ; I £ � , � : ; ; ` � � � ' - - - � First Floor - "� � �� - - � . � � � . � ... ` : F s; . ;;: � O < - , ..,,.,, < � 5 A� � FRONT ELEVATION 1/4" = 1'-0" � � : : Second Floor T � � , _ U . __. . ... _ _ . :. . i ... «...-.«:-.-::: ': -.....- . ... �, � � . . __ :........ � � . . : . �...o...:.».... . . �. ...,..,..3 , . . � . _ ' . ? : S �-----'^ , ��::.' . . 5; � � �: � � y �i �.. J '` . f E ;� � F =: �. �: ! ; ...... . . .....__ � , , --' ;; . �; � _. . _ _.._ ; _ _ r r _.... i - : , y� £ a • -• �� ` s ' ` Fi � � 3 � i � � _� 1 � � : � � � : � , � �. ' _ j _ _ _ First Floor 4 _ � . ' .� �� i ��:s` � f � I��. �:.:' _ — _ —_ — — 0 3 LEFT SIDE ELEVATION � 1 /4• - � �-0» _ � � COMBUSTION AIR 2-0 COMBUSTION AIR 3 EXHAUST VENT INTAKE VENT A � 4 RIGHT SIDE ELEVATION � _ i 1 . � �f�� Roof � _ 20 _ p^ V �' �� N_ Second �Floor_� 11'-0" u T-11' 4 0 _ ' First Floor 0" � � � � � � r � � � i � � � C C . � � � � � i � � � � • � . . . _ 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408! 379-6500 Fax 408/ 379-6110 Project Name: NEW SINGLE FAM I LY RESIDENCE 10216 ORANGE AVENUE CUPERTINO, CA Q�l11 d Sheet Name: ELEVATIONS Project Number 1103 Date 05/26/11 �� Bv JRB/BM Cneckea By gM A-5 Scale 1/4" = 1'-0" 2x STUDS � — 16' O.C., U.N.O PLYWOOD — SHEATHING INSULATION, — SEE SECTIONS GYPSUM — BOARD _ TYPICAL EAVE 1 1/2" = 1'-0" 1/2' CDX PLWD. — FASTEN ROOFING MATERIAL PER MFR'S INSUL. BAFFLE RECOMMENDATION ROOFING FELT -- 2x SOLID BLKG. w/RAFTER VENTS PER ROOF PLAN GUTTER COUNTER— FLASHING � ROOF GALV. METAL FRAMING, GUTTER F_ SEE STRUCT. f. 1x6 V—GROOVE FINISH SEE ROOF PLAN BOARDS ON UNDERSIDE OF EAVE I 7/8" STUCCO OVER METAL LATH AND 2—LAYERS BUILDING PAPER ROOFING, SEE PLYWOOD SHEATHING ELEVATIONS $ ROOF FRAMING, SEE STRUCTURNLPLANS ROOFlNG UNDERLAYMENT V—GROOVE SIDING GALV. METAL RAKE FLASHING � I Dc R/S RAKE, SEE ELEVATIONS � �: 2x4 OUTRIGGERS SEE PLANS � 48" O.C. 7/8' STUCCO OVER METAL LATH 8 2—LAYERS � BUILDING PAPER PLYWOOD SHEATHING I Dc STUDS � 16" O.C. � TYPICAL RAKE 1 1/2" = 1'-0" SECTION 1 1/4" = 1'-0" Q � c0 ° 0 N (O � 7/8" STUCI LATH AND BLDG.PAF PLYWOOC Dc STUDS Q 16' O.C. INSULATION WINDOW FLASHING HEADER (SEE STRUCTURAL) SEALANT GYP.BOARD CORNER BEAD L—CASING BEAD WINDOW ' CAULKING 8 TYPICAL WINDOW HEAD 4 TYPICAL WINDOW JAMB 3^ = 1'-0" 3" = 1'-0" IJV W � �ury IM BOARD TUD ER STUD. SEE :TURAL IW )OD SHEATHING >W FLASHING �,'UCCO OVER METAL LATH AND 2—UIYERS BUILDING PAPER First Floor o ° � B��a__se_m_�ent �^ — 3 SECTION 3 1 /4" = 1'-0" NOTCH EACH RAFTER 1' x 3' AT TOP FOR CROSS VENTILATION — 4 'v CAULKINC sruccoF OVER FO/ WINDOW, SEE ELEVATIONS WOOD STOOL . •I" � WOOD TRIM � :� . �. ,I WINDOW FLASHING OVER � �, BU�LDING PAPER PLYWOOD . -� � GYPSUM BOARD SHEATHING `{ INSULATION, SEE , ,�� - c SE�T�oNs ST��o i�� :: . j ,: 9 TYPICAL WINDOW SILL 3" = 1'-0" v t-� � . � First Floor . 0" rrr �� :" �.. .• �� I��—�� : —��—",,.... . � ��—�� - — '�-1 I I ::�� ' ��. =: I I I—I I I; I I I � •. I I I I I— -- . . _ I I • .. .'. • '• : , � , .. : . t I I I—I I — — I I I � ' . � ' ��: .� �' �I I I�. I I I— � �.., � �: � � : .. . : ` .. ,�' � I I—I I I- — i I I I � ` � ' ' ' -' ' ' . ': :��: i� • I I I .I I I�. -� � �— � • . ... , : � � .. . � : ,... ; . � . � � �—� � �— Basement — �=�t l — — �t l�tt — _� o' - o• � � � � ��—':.'<. :•:•. .•_`,..�..:_;..:�;...{: :-';.: •. •: -: =:..`..,::'.��'.;�..':.'':_= ��—��_ ; I I I � � � I I I, �, I I 1-1 I I=i i I=1 I I, � i I I I-1 I 1=1 I 1=1 I I �;, I I= I 1-1 I I, � i I I 1=1 I I i �, I i —I I I-1 I I—I I I— I � �— SECTION 4 � 1/4" = 1'-0" � ECTION 2 /4" = 1'-0" Baseme_n� I -10'-0" v _ Roof I 20� - 0., :cond Floor I ��—�� First Floor I 0" Basement I -10' - 0" ROOF TRUSSES NOT SHOWN IN DETAII, SEE STRUCTURAL AND TRUSS MANUFACTURER'S DRAWINGS FOR FURTHER INFORMATION INSULATION USED TO SATISFY'COOL ROOF' 2008 ENERGY REQUIREMENT � _ Roof n 20� - �" V Second Floor _ �� First Floor 0" i BRUNO ; MARCELIC ARCHITECT A.I.A. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408/ 379-6500 Fax 408/379-6110 Project Name: NEW SINGLE FAM I LY RESIDENCE 10216 ORANGE AVENUE CUPERTINO_ CA Sheet Name: SECTIONS & DETAILS Project Number 1103 Date 05/26/11 Drawn BY JRB/BM Checked By BM A-6 scaie As indicated ABBREVIATIONS 8 AND L ANGLE Q AT CL CENTER LINE O DIAMETER # POUND OR NUMBER AA.P. ATTIC ACCESS PANEL A.B. ANCHOR BOLT A.C. ASPHALTIC CONCRETE A/C AIR CONDITIONING ADJ. ADJUSTABLE A.F.S. AUTOMATIC FIRE SPRINKLER ALUM. ALUMINUM APPROX. APPROXIMATE ARCH. ARCHITECTURAL ANOD. ANODIZED ASPH. ASPHALT AWG AWNING WINDOW B/ BACK OF OR BOTTOM OF BD. BOARD B.H.A.C.B. BETTER HEATING AND AIRCONDITIONING BUREAU BLDG. BUILDING BLKG. BLOCKING BM. BEAM B.O.J. BOTTOM OF JOISTS BOTf. BOTTOM B.U. BUILT-UP C. CARPET CABT. CABINET C.B. CATCH BASIN CEM. CEMENT CNT. CENTER C.T. CERAMIC TILE C.I. CAST IRON C.J. CONSTRUCTION JOINT CLO. CLOSET CLR. CLEAR CLG. CEILING C.M.U. CONCRETE MASONRY UNIT C.O. CLEANOUT COL. COLUMN COMP. COMPOSITION CONC. CONCRETE CONN. CONNECTION CONST. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR CSK. COUNTERSUNK CSMT. CASEMENT WINDOW C.W. COLD WATER D. DRYER D8. DOUBLE D.B. DROPPED BEAM DET. DETAIL D.F. DOUGLAS FIR DH DOUBLE HUNG WINDOW DIM. DIMENSION DR. DOOR D.S. DOWNSPOUT D.W. DISH WASHER DWG. DRAWING DWR. DR�WER EA. n : - E.J. . ��'�VSIONJOINT ELEC. . . "RICAL ELEV. . - . �, "ION ENCL. - � � . '�SURE E.P.B. . . . ' -tIC PANEI BOARD EQ. . �, EXH. � ,� - EXP. �- � EXIST.or(E) : +�- ��ti- EXT. E �'� �ti��R FBRGL Fi=•� �,-�.. �SS F.D. F .�� FDN. F� . '.". r - ION F.E. Fi=+: � � "iNGUISHER F.E.C. FI�� ' iNGUISHER CABINET F.H. Fla� -��_��ANTORFLATHEAD F.H.C. Fiu� -� . -.-: CA8INET F.F. Fl�i�:�-� '. _>OR F.G. Flr.��- .�,=iqDE FIN. FL. Fihi�� . "�OR FLUOR. F�.. ��: ; ;ENT FLSG. FL�S-�iv; F.O. FINi��-�= _ ")PENING F.O.C. FA: ? .ONCRETE F.O.F. FAC� :`� � INISH F.O.M. FAC: _�� '+1ASONRY F.O.S. FAC: �`= �TUD FR. DR. FREti".-� :�OOR FT. FOO' '?�+ FEET FTG. FOOTiv_ FRP FIBER�_ASS REINFORCED PLASTIC FURR. FURRING FXD. FIXED GA. GAUGE G.D. GARBAGE DISPOSAL GALV. GALVANIZE(D) G.I. GALVANIZED IRON GFL GROUNDFAULTINTERRUPTER GL. GLASS GRD. GROUND OR GRADE G.S.F. GROSS SQUARE FEET G.S.M. GALVANIZED SHEET METAL GYP. BD. GYPSUM BOARD H.C. HOLLOW CORE H.D. HOLD DOWN HDR HEADER HDWD. HARDWOOD HDWR. HARDWARE H.M. HOLLOW METAL HORIZ. HORIZONTAL H.P. HIGH POINT HR. HOUR H.B. HOSE BIBB HT. HEIGHT HC. HANDICAP HTG. HEATING HVAC HEATING VENTILATING AND AIR CONDITIONING H.W. HOT WATER H.W.D. HOT WATER DISPENSER I.D. INSIDE DIAMETER INV. INVERT INSUL. INSULATION INT. INTERIOR J.B. JUNCTION BOX JST. JOIST JT. JOINT � Q � N � C O N cD N � KIT. KITCHEN K.O. KNOCKOUT K.P. KICKPLATE LAVS. LAVATORIES LAM. LAMINATED UN. LINEN L.P. LOW POINT LT. LIGHT MAT. MATERIAL MAX. MAXIMUM M.B. MACHINE BOLT MECH. MECHANICAL M.C. MEDICINE CABINET MET. METAL MFR. MANUFACTURER M.H. MANHOLE MIN. MINIMUM MISC. MISCELLANEOUS MTD. MOUNTED MULL. MULLION (N) NEW N.I.C. NOT IN CONTRACT NO.Hf NUMBER N.S.F. NET SQUARE FEET N.T.S. NOT TO SCALE O/ OVER O.C. ON CENTER O.F.S. OUTSIDE FACE OF STUD OH. OVERHEAD OPNG. OPENING OPP. OPPOSITE O.D. OVERFLOW DRAIN a OUTSIDE DIAMETER PA. PUBLIC ADDRESS P.B. PANIC BAR P.C. PRE-CAST P.D.F. POWDER DRIVEN FASTENER PL PLATE P/L PROPERTY LINE PLAS. PLASTER PLAS. LAM. PLASTIC LAMINATE PLY. PLYWOOD PNL. PANEL POL. POLISHED PORC. ENAM. PORCELAIN ENAMEI PT POINT P.V.C. POLY VINYL CHLORIDE PR. PAIR R. RISERS R.A. RETURN AIR RAD. RADIUS R.C.P. REINFORCED CONCRETE PIPE RD. ROUND R.D. ROOF DRAIN REC. RECESSED REF. REFRIGERATOR REINF. REINFORCED/ING RES. RESILIENT R.H. ROUND HEAD RM. ROOM R.O. ROUGH OPENING REQ. REQUIRED RNV RIGHT OF WAY RWD. REDWOOD R.W.L. RAIN WATER LEADER S8P SHELF AND POLE SCHED. SCHEDULE S.C. SOLID CORE S.D. STORM DRAIN SECT. SECTION S.F. S�UARE FOOT/FEET SGD. SLIDING GLASS DOOR SGW. SLIDING GLASS WINDOW S.H. SINGLE HUNG WINDOW SHT. SHEET SHTHG. SHEATHING SHWR. SHOWER SHVS. SHELVES SIM. StMILAR SK. SINK OR SKETCH SL. DRS. SLIDING DOORS S.M. SHEET METAL S.M.S. SHEET METAL SCREW SPECS. SPECIFICATIONS S�. SQUARE STD. STANDARD STL. STEEL STOR. STORAGE STRUCT. STRUCTURAL ST. STL STAINLESS STEEL SUSP. SUSPENDED SYM. SYMMETRICAL T. T1LE T.B. TOWEL BAR T.C. TOP OF CURB TEL. TELEPHONE TEMP. TEMPERED THRESH. THRESHOLD T& G TONGUE AND GROOVE T.O.F. TOP OF FOOTING T.O. TOP OF T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TOSF TOP OF SUB FLOOR T.P. TOILET PAPER TR. TREAD T.W. TOP OF WALL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE U.O.N. UNLESS OTHERIMSE NOTED UR. URINAL V. VINYL V.C.P. VITREOUS CLAY PIPE VERT. VERTICAL V.G.D.F. VERTICAL GRAIN DOUGLAS FIR W. WINDOW OR WASHER wi wmi WAINS. WAINSCOT W.C. WATER CLOSET WD. WOOD WDW. WINDOW W/O WITHOUT W.P. WORK POINT or WATERPROOF W.R. WATER RESISTANT a WASTE RECEPTACLE W.S. WEATHER STRIPPING a WOOD SCREW W.W.F. WELDED WIRE FABRIC XO SLIDING WINDOW WITH'X' BEING OPENABLE AND "O' BEING FIXED WHEN LOOKING FROM THE OUTSIDE XOX SLIDING WINDOW WITH'X" BEING OPENABLE AND "O" BEING FIXED WHEN LOOKING FROM THE OUTSIDE, DNIDED ROUGLY 1/4, 1/2, 1/4, RESPECTNELY NEW SINGLE FAMILY RESIDENCE 10232 ORANGE AVENUE CUPERTINO, CA 95014 SYMBOLS X DETAIL NUMBER X.X SHEET WHERE DETAIL IS DRAWN. SAME DISCIPLINE U.N.O O WINDOW MARK X (SEE WINDOW SCHEDULE) x SECTION NUMBER X.X SHEET WHERE SECTION IS DRANM. SAME DISCIPLINE U.N.O DOOR MARK O (SEE DOOR SCHEDULE) X INTERIOR ELEVATION NUMBER X.X SHEET WHERE ELEVATION IS DRAWN. SAME DISCIPLINE U.N.O Q REVISION NUMBER X (SEE DESCR�PTION BLOCK ON SAME SHEET FOR DATE & DESCRIPTION) � ELEVATION ABOVE DATUM POINT NORTH ARROW (THIN LINE INDICATES TRUE NORTH) PERSPECTIVE � VIEW FROM STREET VICINITY MAP PROJECT SITE ` s . : . - , ,s <,.;�: DRAWING INDEX ARCHITECTURAL SHEETS A-1 TITLE SHEET A-2 SITE & AREA PLANS A-3 BASEMENT 8 FIRST FLOOR PLANS A� SECOND FLOOR 8 ROOF PLANS A-5 ELEVATIONS A-6 SECTIONS 8 DETAILS A-7 TITLE SHEET A-8 SfTE 8 AREA PLANS A-9 BASEMENT & FIRST FLOOR PLANS A-10 SECOND FLOOR & ROOF PLANS A-11 ELEVATIONS A-12 SECTIONS 8 DETAILS CIVIL SHEETS TENTATIVE MAP 1 COVER, DETAILS. 8 SECTIONS 2 PROPOSEDIMPROVEMENTS 3 EXISTING IMPROVEMENTS PRELIMINARY GRADING 1 GRADING S DRAINAGE PLAN 2 SECTIONS & DETAILS LANDSCAPE SHEETS L1.0 LANDSCAPE IRRIGATION PLAN L1.1 HOUSE-1 LANDSCAPE HYDRO-ZONE PLAN L1.2 HOUSE-2 LANDSCAPE HYDRO-ZONE PLAN L2.0 LANDSCAPE PLANTING PLAN L3.0 LANDSCAPE CONSTRUCTION DETAILS L3.1 LANDSCAPE CONSTRUCTION DETAILS L4.0 LANDSCAPE SPECIFICATIONS P ROJ E CT DATA FLOOR AREA RATIO: RATIO OF 2ND FLOOR TO 1 ST FLOOR: NUMBER OF STORIES: HEIGHT: BUILDING PAD ELEVATION: CURB ELEVATION: PARKING: EXISTING USE: PROPOSED USE: ZONING: GENERAL PIAN DESIGNATION: PAVING AREA: LANDSCAPING AREA: NUMBER OF DWELLING UNITS: RECREATION AREA: 2.697/6,000 = .449 1006 S.F. / 1,691 S.F. _ .59 2 24'-8' SEE CIVIL DRAWINGS SEE CIVIL DRAWINGS IN GARAGE - 2 ON DRNEWAY - 2 TOTAL-4 SINGLE FAMILY RESIDENCE SINGLE FAMILY RESIDENCE P(RES) 4.4 - 7.7 DU/GR AC 1,220 S.F. (20%) 3,089 S.F. (51%) (1) 4BEDROOM UNIT 1,824 S.F. (30%) RESIDENTIAL PROJECT COVER SHEET ASSESOR'D PARCEL NUMBER: 357-18-031 NAME OF OWNER: Robert Adzich PROJECT ADDRESS 10232 Orange Ave, Cuperbno, CA 95014 CONTACT PERSON: Robert Adzich PHONE: 408-234d8.'i5 FAX: NET SQUARE FOOTAGE OF LOT 6,000 S.F. (.138 AC.) SQUARE FOOTAGE MAIN HOUSE: EXISTING: PROPOSED: FIRST FLOOR: 810 S.F. 1.267 S.F. SECOND FLOOR: 1,006 S.F. GARAGE: 400 S.F. 424 S.F. BASEMENT: 1,691 S.F. TOTAL: 1,210 S.F. 4,388 S.F. Are there at least two 10 foot by 20 foot clear spaces inside the garage: Y Is privacy protectlon planting required for the projeci? Y Build it Green Total Pdnts: N/A On what floor is work being done? ALL Bnef description of wak: DEMOLITIN OF A SINGLE FAMILY RESIDENCE AND DETACHED GARAGE. CREATION OF A NEW LOT BY SUBDNIDING WITH A NEW SINGLE FAMILY RESIDENCE AND ATTACHED GARAGE Code Editions: 2010 CBC, 2010 CRC, 2010 CPC, 2010 CMC, 2010 CEC, � - � = - - __ __ __ � � � � � � � � � � � � � � � � � • , � � ARCHITECT A.I.A. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408/ 379-6500 Fax 408/ 379-6110 Project Name: NEW SINGLE FAM I LY RESIDENCE 10232 ORANGE AVENUE CUPERTINO, CA 95014 Sheet Name: TITLE SHEET Project Number 1103 Date 05/26/11 Drawn BY JRB Checked By BM A-7 Sca�e 12" = 1'-0" � a 0 c� O O N � N � I AF f SECOND FLOOR AREA F- 23'-0" x 16'-9" = 386 sf G- 1'-9" x 3'-5" = 6 sf H- 18'-6" x 6'-9" = 125 sf J- 2'-0" x 6'-0" = 12 sf K- 25'-0" x 15'-3" = 382 sf L- 10'-0" x 5'-6" = 55 sf M- 10'-0" x 4'-0" = 40 sf TOTAL: 1,006 sf 3ECOND FLOOR AREA DIAGRAM �ia° _ �'-o° �REA J 12 SF FIRST FLOOR AREA A- 11'-4" x 4'-0" = 45 sf B- 29'-0" x 21'-0" = 609 sf C- 33'-0" x 28'-0" = 924 sf D- 20'-8" x 2'-0" = 41 sf E- 14'-6" x 5'-0" = 72 sf TOTAL: 1,691 sf 2 FIRST FLOOR AREA DIAGRAM � ia~ _ � �-o" N 00°00'00" W 48.00' 6 FOOT TALL REDWOOD FENCE ALONG PROPERTY LINES, TYP. � O O � M � � 0 co io � � � Z 0 v 4 N 4 �i Q i� M NEW GAS METER NEW 250A MAIN ELECTRICAL LANDSCAPING zs�-0• i r-a• � r�• PORCH O O � M � w 0 c� Zc � 0 � � II . �� ' �� ' �� . � � � � � � � � � ,, � 11 � ' `�1�11� � . � �i 11111 ! IIIII" , � , � � , , � � � • - ' I Y � � � PANEL WITH �� ' UNDERGROUND � 4 I SERVICE '° o � PORCH � ^ � � � � DRIVEWAY LANDS. I WALKWAY I �------- ---� 1 4 N ' 14��. I Zp��• I I I 4 35'-0' � ( � m I � I I� � MATERIAI I ' ' � SAREAG I ' � LANDSCAPING I � � � � � � � � � � � � � � z � �------------� � ------------ -- — 9 a ° o (N) SIDEWALK w 0 � (N) PLANTER STRIP' � � � � � � � � S 00°00'00" W 48.00' CURB, GUTTER, DRIVEWAY, AND 51DEWALK PER CIT`/ STANDARDS,TYP. ORANGE AVENUE SITENOTES: ---------- 1. SEE CIVIL DRAWINGS FOR PROPERTY LINE DIMENSIONS AND DIMENSIONS OF THE HOUSES FROM PROPERTY LINES. 2. ALL UTILITY SERVICES, INCLUDING TELEPHONE, ELECTRIC POWER, AND ALL COMMUNICATIONS LINES SHALL BE PLACED UNDERGROUND. UNDERGROUND CONDUIT SHALL BE PROVIDED FOR CABLE N TELEVISION SERVICE. � SITE PLAN 1/8" = 1'-0" / / BRUNO MARCELIC ARCHITECT A.I.A. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408/ 379-6500 Fax 408/ 379-6110 Project Name: NEW SINGLE FAM I LY RESIDENCE 10232 ORANGE AVENUE Sheet Name: SITE & AREA PLANS Project Number 1103 Date 05/26/11 Drawn BY JRB Checked By gM A-8 scaie As indicated � ¢ N M 0 0 � m N � sr-0• a�-0• � r�• � r�• a,-o• °' 2 5 q A-12 , -------------- ----- ' d A-12 a ' WINE �4 3�-2� TASTING °i c�R. AREA � . �i � 3�_2• 4 � � � CLR. 4 0 �� ------ STEPPED _ _ _ _ WALL Q ____ 4 � � � � `V ------ N W �. � ____Z r _ N � � BASEMENT - �+�� 9'-0" CLG. j o STORM DRAIN � 4 CATCH BASIN $ NOTE: INSTALL 5/8' `"� SUMP PUMP, TypE-X GYPSUM SEE DETAIL 80ARD ON ENTIRE � B/A-7.0 8 CIVIL CEILING IN BASEMENT 3 � DRAWINGS °� A-12 _ � DN 1R N 7.5' MNX. � UP : � = a � a J � w a� - " 4. � ~ O � J �i � 1 I � UP 16R a A-12 � � i i � T=10.5' MIN. P w i i � � STORM DRAIN CATCH BASIN, � � � i " � � CONNECT TO CATCH BASIN & a o � 8'-0" CLG. �DN t w ,°�° � SUMP PUMP AT OTHER LIGHT i i i i i i i 4'�" WELL, SEE CNIL DRAWINGS 7.5" MAX. 3 i i i i i i i � i i i i i i i = i i i i i i i � i i i i i i i LINE OF SOFFIT ABOVE TEMP. J ' --------------------------------------- .. . . --------------------------------------- • v 4 ,�, � - ° Y z�-o• ❑ N Z , A , �: s'+owER � CLOSET BATH �= � 3'�• s'-e" ;� GAME ROOM ; 8 �� O� 00 8'�' CLG. CLG. Z i� O JILL •' l 4 �N �, � ° � N � DRAIN WITH SUMP PUMP . MECHANICAL / � STORAGE " 8'-0' CLG. LISTED 2WYIINUTE FIRE RATED, SELF-CLOSING, DOOR ASSEMBLY WITH AIR-TIGHT GASKETING SANITARY SEWAGE PUMP, SEE DETAIL &A-7.0 AIR INTAKE � FROM ABOVE . , GRADE ' — FURNACE SERVES BA5EMENT AND FIR5T FLOOR, RUN DUCTS UNDERNEATH FLOOR FRAMING, THROUGH � DROPPED CEILINGS AND SOFFITS. DO NOT PENETRATE 4 N _ LL � 0 FLOOR JOISTS AND BEAMS. "' (N ��e ' ' EXHAUST FROM 14'�' 20'-6" 2'-0" ABOVE GRADE 3T-0" A-11 A-11 2 BASEMENT FLOOR PLAN 1 /4" = 1'-0" � FIRST FLOOR PLAN 1/4" = 1'-0" i BRUNO MARCELIC ARCHITECT A.I.A. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408/ 379-6500 Fax 408/379-6110 Project Name: NEW SINGLE FAM I LY RESIDENCE 10232 ORANGE AVENUE CUPERTINO, CA Sheet Name: BASEMENT & FIRST FLOOR PLANS Project Number 1103 Date 05/26/11 Drawn BY JRB Checked By gM A-9 Scale 1/4" = 1'-0" A-11 � � � � � � r � � � �- � � � � � � � � � � � � � � � • ♦ ARCHITECT A.I.A. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408/379-6500 Fax 408/ 379-6110 Project Name: NEW SINGLE FAM I LY RESIDENCE 'CMI' MODEL RVGL50 ROOF VENTILATOR, rraicA� � 200F PLAN 1/4" = 1'-0" � SECOND FLOOR PLAN 1/4" = 1'-0" 10232 ORANGE AVENUE CUPERTINO, CA 95014 Sheet Name: SECOND FLOOR & ROOF PLANS Project Number 1103 Date 05/26/11 Drawn BY JRB Checked By BM A-10 sca�e 1 /4" = 1'-0" �, . , . —.� ., ,. � . � .�-� , , ... �-_ ` ; ,.. .�-.: -. . : ; � � _ + ?,...�'� .".^^^m.m^..'M" � t �---�.�_,.. _. �� - � � � r--�--m� .. �= z � r : ��:"T '�� --�� ' . . � ' -- .:..... � � � - � v . r-----� ." -' � .. .. �;.. . : . . � ..�.. ��' ,.,.�� . , � « • <, 1. , � - -- --:: ... : _ , _r _ . �:�.. .. - - -- ._ - ::::::.... _ , � �� . , j: - ��--.. Secon�d Floor_,� _ 11'-0" u �;-. � "_• ..�._ Roof � _ p�^ � 50 VEAR PRESIDENTIAL TL COMPOSITION SHINGLE ROOFING BY CERTAINTEED -.' J^l '` 1 - STYLE: WEATHERED WOOD �.� „/" � -..,, ANDERSEN 100 SERIES VINYL WINDOWS � - " FINISH: WHITE ' x ~`^` ` ✓„ ` � — — — ROOf ` c�.�....M::�c...�... . ....�:,., � .,..;,.s�.,.,..,.. 2 �� - �� :»>„..�...,w.., ....:.... ': ....:...,. .:., ' ` -: :.�..._.M. '" .w..., � • < ��•�" . "' ' • ' ` 4' HORIZ. FIBRE-CEMENT SIDING .. -� ,.._.__„�......., .._ �� - ..... , FINISH. BENJAMIN MOORE WEIMERANER . . .. ..... � } .. : ...... ... � ... . _ i �# , _ �{ : � �; _ , FIBRECEMENT WINDOW TRIM -- �� ' � ' � - ' FINISH: BENJAMIN MOORE MASCARPONE T ......, ,. } 1 � ; � I � t � � CRAFTSMAN STYLE PAINTED & INSULATED } _..--- `--._ _ , ; � ,,, ,; . � — - WOOD ROLL-UP GARAGE DOOR , � ; �. ,. _...., . .: s,a�,;� . ;. . , . ,,,.,,> ; -- -. FINISH: BEHR CHATHAM FOG STAIN :.. �.... . ..... ..: .w..vS . ... :.::'. "� � S econd Floor ,,, � K _ n , .. N � ��; � 11 0 .�� g ".` ' ' ,� .,,,. ..., �-� , � < „ � 8 „ _._..... � • �.-_-.-..'..M" �� ... , �- - ` rs��r�.�n....... <. . . i: .. 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IR „ . .. .. .. ....... , : ; ; € ` N VEN N A ,,..,., . � �. .. , m _, j i � ' : , � __ , _. _ EXHAUSTVENT , : ._ ,, : , ; ; ..:.....,...�..,�..:... .. E ::: ,._.._�.,M.�� .... ....... '��: ..: :....� i .... ............ ............................ . . t I f . .. F ,L"": h- .. . ...... ... ..... .... ... „ � .: j ,�. .. E � ... . . .... ... ... .� : -��;...... .... � € '�;. .� E .. . � � � , � .... ... .. . ... ,\ . � . , E ' � _ ; � j . � ,. . ' �� ,.� �: _ _. .... _. _ First FIOOr ,.,,..,.,_m..,.. :; _ . � ' ... — —_ — — _ ..; ` ::: ,, _ .. �-- - r � � : : _ - . . � o • ....... , .. _ _ , _ — - _ _ !i _ _ _ _. _ _ _ _ _ _ _ __ 3 A �Z 6' TALL REDWOOD FENCE I 2�_0' I_ 2'-0" , �T SIDE ELEVATION = 1'-0" � '� �� . _ . . �� _.,," .'.' . .. . .. • : . 4 _ . .: , : ^+—y ' �. �� ,.. - ~- _ R�oof . . ' • _ .. ., -._-..., mT..._��.,. r.,,� m,�.r.,... _m ... ............... .. ~.� ..._ ; 2�� - 0" V .�. �, ,., �_.� �._, � —�, . : �— , ,,,� , , . £ ; ..��_ ` : —� . ... . .. .. . : .�. 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I. � . � .....! . ,...:.._ � .. i i ;.... _ � ' First Floor : ? . — _ --�- . .+:. i — ; — 0 ., Second Floor '� 11' - 0" 5 J ' A-12 ¢3 _._ _ � ,� ,.. _ ; REAR ELEVATION ,...:..,. , ; - ��.;.......:...�..., � 1 /4 = 1 -0 .. . I . - � � �� I , , n ; • : � . ' , � ; �� i }� E � f _ ; . �: , .. ., . : , : � -.. , � .au � ; . . , , . ....... ;.. . � . �'�" ��' , . � „,, � ....... ... ..... ......... :: . ' i � a ... `S, c � ��..: 3 � � ? ; �� e T e ...... .... .......... � . » : �.. , . > ..... ... ,.. ,, :. ... , � �: ; �-.: a " l � i 8 ; � � � & , �:: �: :i ::. ., . � �; . � , , . :.. ..:::, .. . . . , . a ;. :, ; � . , i � ��. , � : : , _: > s ' , :. ,:; , , g : , t : v , ; , — — a f , ., _ . .-- - . .._.. ...—... _ ' . —i ' � ._ — _ , s ; .. .. , .... . �. . . .. � . � -.-_ .... . . f � First Floo�r , � . .: r _ - � ..._... � .. :. .• ,,... ..:.� . .� .. . . .. . . ... .. . ::. -.�:� •�� ,.. .. ::. � .�: . ... .... . �.... ... ::. . .;. ..::. .._,..:. " <_. .._,_... . ......... . . . ... . . ; � ... ,. ,...: RIGHT SIDE ELEVATION s� rn�� REOw000 FeNCe ' 4 � ie. _ � � � � � � � � r � � � ■ � � � � � � � � � I � � , / 1 � • � . . 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408/ 379-6500 Fax 408/ 379-6110 Project Name: NEW SINGLE FAM I LY RESIDENCE 10232 ORANGE AVENUE CUPERTINO, CA 9.r,M d Sheet Name: ELEVATIONS Project Number 1103 Date 05/26/11 Drawn By �Rg Cnecked By gM A-11 Sca�e 1 /4" = 1'-0" � O � M 0 O � c0 � 2x STUDS � — 16' O.C., U.N.O PLYWOOD — SHEATHING INSULATION, — SEE SECTIONS GVPSUM — BOARD _ NPICAL EAVE 1 1 /2" = 1'-0" ROOF FRAMING, SEE STRUCTURAL FASTEN ROOFING 1/2' CDX PLWD. MATERIAL PER MFR'S RECOMMENDATION INSULATION BAFFLE ROOFING FELT 2x SOLID BLKG. w/RAFfER VENTS PER ROOF PLAN 1 1 x TRIM / GUTTER COUNTER- FLASHING , GALV. METAL GUTTER SEE ROOF PLAN �� V-GROOVE FINISH BOARDS ON UNDERSIDE OF EAVE HORRONTAL SIDING o/ ^ 2-LAYERS BLDG. PAPER, ' \ SEE ELEVATIONS PLYWOOD SHEATHING ROOFING, SEE ELEVATIONS & ROOF FRAMING, SEE STRUCTURALPLANS 30LB.FELT V-GROOVE SIDING GALV. METAL RAKE FLASHING 2x R/S RAKE, SEE ELEVATIONS 2x4 OUTRIGGERS SEE PLANS (t� 48" O.C. HORIZONTAL SIDING o/ 2-LAYERS BLDG. PAPER, SEE ELEVATIONS PLYWOOD SHEATHING 7�c STUDS Q 16" O.C. � TYPICAL RAKE 1 1/2" = 1'-0" fION 1 = 1'-0" R-13 INSULATION SIDING OVER LAP BUILDING GYPSUM BOARD BUILDING PAPER PAPER OVER (SEE ELEVATIONS) METAL FLASHING KING STUD (SEE STRUCTURAL) 1/4" REDWOOD Dc STUDS Q 16' O.C. STARTER TRIMMER STUD � INSULATION (SEE STRUCTURAL) 24 GA. GALV. METAL FLASHING WINDOW PLYWOOD SHEATHING HEADER(SEE Dc6 TR�M STRUCTURAL) PLYWOOD SHEATHING GYP.BOARD 2x6 TRIM CORNER BEAD SEALANT CAULI4NG L-CASING BEAD yy�Nppyy W�NDOW FLASHING � CAULIONG SIDING OVER BUILDING PAPER (SEE ELEVATIONS) 8 TYPICAL WiNDOW HEAD 4 TYPICAL WINDOW JAMB n SE� 3 " = 1'-0" • CAULKING 2x3 TRIM, SI 2x6 TRIM, BI PLYWOOD : CAULKING SIDING OVE BUILDING P (SEE ELEVP TYPICAL WINDOW 3 ._��. WINDOW WOOD STOOL WOOD TRIM WINDOW FLASHING OVER BUILDING PAPER GYPSUM BOARD R-13 INSULATION First Floor 0 " Bas�ement � -10' - 0"� 5 SECTION 4 � �t� � �� 1/4. _ �� r1 L J � r1 LJ \, % BRUNO MARCELIC ARCHITECT A.I.A. 365 E. Campbell Ave. Campbell, CA 95008-2013 Phone 408/379-6500 Fax 408/379-6110 Project Name: NEW SINGLE FAM I LY RESIDENCE 10232 ORANGE AVENUE CUPERTINO, CA Sheet Name: SECTIONS & DETAILS Project Number 1103 Date 05/26/11 Drawn By ,JRg Checked By BM A-12 scaie As indicated z z a � STEVENS CREEK GRANADA GRANA A HERAAOSA LOMITA LOMITA ALMADEN LI a a 0 SITE a Z a m w w ¢ � c� Q ° � m N W o a f BLVD. o N > J m Q N z Q w 0 N VICINITY MAP NOT TO SCALE PROJECT INFORMATION: PROPERTY ADDRESS: 10216 & 10232 Orange Ave. Cupertino, CA 95014 APN: 357-18-031 PROPERTY OWNER: Four Point Holdings, LLC 10164 Carmen Rd. Cupertino, CA 95014 Robert Adzich Managing Member PROJECT ENGINEER: MARIUS E. NELSEN, R.C.E. 20597, EXP. 9/11 NORDIC ENGINEERING 21801 STEVENS CREEK BOULEVARD, STE. 8 CUPERTINO, CALIFORNIA, 95014 TEL. (408) 257-6452 FAX: (408) 257-6821 nordicengineers�yyahoo.com Q EXISTING LAND USE: SINGLE FAMILY RESIOENCE PROPOSED LAND USE: SINGLE FAMILY RESIDENCE PROPOSED NUMBER OF LOTS: 2 PROJECT AREA: 12,000 S.F., 0.28 AC. UTILITIES: ELECTRIC AND GAS, P.G. & E. WATER: SAN JOSE WATER COMPANY TELEPHONE: ATT SEWER: CUPERTINO SANITARY DISTRICT x' � CHRISTY U21 WITH LIGHT DUTY CAST IRON GRATE 19, MIN. _ _ 1% MIN _ ' i_. ' _- ;. _ ' Z � N ;� 3/4" DRAIN ROCK 15 L.F. 24" H.D.P.E. PIPE OVERFLOW TO FUTURE STORM DRAIN IN ORANGE AVE. Y ' 6" SCHEDULE 40 PVC PERFORATED PIPE PERCULATION PIT DETAIL NOT TO SCALE , Y J Q � W N ln � � N Z p O S = � w J � � �Z � � � � � o F.F.=344.40' � DRIVEWAY GARAGE a � a SLAB _.. _ _. _..._... __... _...__ _. _. _ ...... ........_.. _..._ ,. _._... _ ..........._._.. EXISTING GRADE 344 ___ _ .. S �01 _ __...... 344 ' I ' � ' 340 � _ ' ' I BASEMENT ' ' F.F.=334.40' 336. . ! , __.... _ _ ,. ___......... _ ,. cp: c0� <O �: M a��. �(1 c0: �O 0��. Of: O�: 00 N N� N N N N- N N N N. � �� 7� d� d: a �: � � � d�� d d: d M. M� � M�� M- M'1�- M M: M M�� ''� M_ M �+�� +2� �+4� 0+6� �+8� �+�� +20 SECTION A-A, LOT 1 � SCALE: HORIZONTAL: 1"=10' � w VERTICAL: 1"=4' 0 ~ N Z N N � � o } o 0 '�' w 3 � x x � z � � J �n 41 F.F.=344.65' a o � � DRIVEWAY GARAGE � � a SLAB ; 340 FINISH GRADE , ! 336 __ , n. �. M M 1+40 _ l i EXISTING GRADE � S=o.a, 344 ' ! ',344 I I ' I ' , ' ' , 340 I __._ . _. _.. _ _..... _.._... _ 340 FINISH GRADE BASEMENT ', ', F. F:= 334.65 I I 336 ' _ _ . > _...._ _, _. 336 M]. M�.�........ .. M ......... ��. ......... ^_...... ��.�...... �. ... �: ... . �... .. ��.. ........ . M:..... ��., .. ....... �.. . . .... �..... . ... M ... .. . �. r��. M- M�� N��. N: M��. N� N-. N: N N: N: N�� N N��. ��.. a' �: � a v a a a: t a a: � a � v M��. M: M� M��. M: M��. r7. M: r��. M� M: r'1- M��. M��. M��.. .. 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 SECTION B-B, LOT 2 SCALE: HORIZONTAL: 1"=10' VERTICAL: 1 "=4' � �� 4� H� �� 0 �� 1, F " 0 z a I �; �c dRllCE A. � � , � W7L I � REVISIONS � � o - U � c � .�',o v �„ .., � m U � � - .�, m o ' .�- � U (: C � � � ° � � C � x � � m � mJ d �'-� y C . � . :,, � .�_ � � yW' C • � _ :: W � � `` � � � ti�° �� . rn �o -o i ' � j T O m - Z• � �. U � _ � O � � � �� z, ¢ - W- i) I _ Z� z ^ w � � Q LJ.J � � w �J.� I V J W / � O z U W � / O � /r L� �L � � �..I..� Q Q C' U �z w � O � O Z � ~ Q � � I..._ � L1.J Z N � wo� I— � U te: APRIL 2011 ale: 1 "= 10' �wn: CAD Sheet 1 � of � Sheets . ,•,�.� i i GARAGE FF= 344.07' (AT REAR) 5=0.01 � . . .�x.�e � . �---- z5.00' � J� ■ v; - ■ ssa.: � � �' ssa.� ~ saz.e�e . EG=343.36 FL=343.0 TC=343.36 � BEGIN SWALE HIGH POINT 15.00' 30 0' -� � : JOINT � UTILITY ��$5 �"{"JOINT POLE � �TILITY ■ s4.�s.,z POLE ss s.7s „ • ..�$ , PG&E PG&E VAULT ��] 4t8 GV PG&E / � �b,�s.so SERVICE J eox � I SIDEWALK TYP. SURFACE BIO-SWALE : FG=341.39 �0"W 135.0� � _ _ _ • �� 41.39 00 _ � , ,� �; - ¶ ■ sei ,g"'v�s�yq� . ■ 3a5.at � �f � � � � � 2 FG= 343.4 I � GHTWELL � 1 �� ,,,fff ■ :i;.�a I■ �<s.sx NEW RESIDENCE LOT j I /, PERCULATION FF=344.40' PIT BASEMENT NET AREA: , � GRATE=341.2 0 FF=334.40' 6,000 S.F. � O �I ■ aa: a7 0.14 AC. ■ .}t2.75 ■ 38I-n1 ■ 3A`•.95 I ' ■ 341.85 � /( ��" 20.00' � BUILDING LIGHTWELL � /p SETBACK ■ 3,i.e, � 2 FG=343.4 � I `'':fls I �... ....._ �1 • 34�.e7 a O _ - _..._. _ _ � 3Y2.00 - _ I O � � � ll „ BIO-SWALE . � � "�� BLD. SETBACK � FG=342.0( ■�+�+• � �G=342.0( Sal. , _ -----. _ __ .._..... _._.. - rza:.lb J - -�".. r ga2.xl 3 FG=343.65 B/a�� ( o �- k 'A�f ° 25 O L✓ LIGHTWELL 2 � a .�.z.� � LOT 2 � � z r st2.37 NEW RESIDENCE NET AREA: PERCULATION FF=344.65' ... 6,000 S.F. � PIT BASEMENT 0.14 AC. � � GRATE=341.3 ° FF=334.65' �( � � ■ 3e2.a9 ■ 3a2.50 r 3s;i.Yt I � / � 20.00' Q' BUILDING� �� UGHTWELL i I SETBACK ' F = 4 . �� °--- -- --�--� -----.. . - - - ` - - -� � I ■ aaa.sa � 125.00' •� =" - S89'S6'30"E 135.00' �•92� � SIDEWALK BLDG. FG=342.45 TYP. SETBACK EG=342.45 LEGEND: - - PROPERTY LINE . �z.a� SPOT ELEVATION E. GRADE � DRAINAGE, DIRECTION OF FLOW APN: 357-18-031 (LOTS 1 & 2) GROSS AREA: 12,960 S.F. 0.30 AC. NET AREA: 12, 000 S. F. 0.28 AC. NOTES 1Q SEE DRYWELL DETAII, STORM WATER OVERFLOW TO DRAIN INTO FUTURE STORM DRAIN IN ORANGE AVE. Q2 LIGHTWELL DRAINS TO DRAIN TO PUMP SYSTEM, SEE GRADING PLAN. SEE GRADING PLAN FOR UTILITY CONNECTIONS, BASEMENT WALL DETAILS, ETC. I REVISIONS N N � o -- Of U - cY, N, C ^+ � W � a U .n � - � � .v _ � 3 c s: � � C N rn -J .* � ° � _. _ . . � .� C � X � O) J p�j .0 �. L� u.. L • m � , ` 'p � aw � . � � ... _. W � � � �, � �� a`..i'i v c � N ,� .% 'rn m 'O �` � O _ � � Z > � a.. U � = c � � cn v� t ¢ �� - i� i ��W V I Z �..1..� � � 0 {..i� � 0 N 0 � � _ � Z L-L � LL_ � > � � Q L.L � � Ll.� Q Q C' U � z W � O > O Z � I Q � �..L.� "' � Z N � l..iJ Q � I- � U Date: APRIL 2011 Scole: 1"= 10' Drawn: CAD Sheet � of � Sheets ■ aaa.ia f � ( ■ �aa.sa � ,/ k ■ 3i2e5 I � ■ ssz.�c � LIMITS OF NEW CURB, GUTTER � � & DETACHEjD SIDEWALK � PER STD� DET. 1 saz.ae i 15.00' • ` W: , � , � i /� � �z.w; W ` E. WATER � , METER ■ J4i.42 ■ saa.rt � FL=342.12 � 74Z.� � i � 10.00' ROADWA DEDICATION O » 2� �� 2� �� SCALE: t"=10' 'a sxa. aalas •°�� o oiw TEMPORARY ° � BENCHMARK N�o MAG. NAIL=342.95' � 'N �m � �.� TWIN LIVE OAK 25", 12" 11 �� ■ 20.00' BUILDING SETBACK DRIVEWAY ' 5=0.03 > i ■`+^_� ° s I x iU :� 'O � : a � ; °� 24.00' . � TC= 42 8 0 0 I�I 10 00' � 3 F o BEG 0 o � _ o - 20.00' c BUILDI SETBA K . ,� i . ��. � � 24. 0' ■ ana.as r 43.53 � O O ■ :w �� Q 3 I � o ORIVEWAY o � � 5=0.02 � 1 z I■ �x.e� 7.92' FL=343.2 BLD. BEGIN SWALE SETBACK HIGH POINT N89_56' � FG=343.4 GARAGE � FF=343.73' (AT REAR) S=0.01 � 5.08' BLD. • ; SETHACK FG=343.4 r saa.aa 3��+� = 343.3 SWALE P I T S89'56 0"E 5.5 _ _. __ , 125.00' M ?d:.N� Sf:t.'ii ■ aas.,s ABBREVIATION: ,,,,� � E. EXISTING � E. WATER EG EXISTING GRADE METER FG FINISH GRADE TC TOP OF CURB 2 ,,�� ; FL=342.63i FL FLOW LINE "�+`� 5=0.01 SLOPE=0.01 "�`331' �+�a3.e' TYP. TYPICAL BEGIN NEW CURB, GUTTER FF FINISHED FLOOR & DETACHE,D SIDEWALK PER STD` DET 1-19 N zo �o o ,o zo SCALE: 1 "=10' TEMPORARY BENCHMARK MAG. NAIL=342.95' JOINT UTILITY POLE � . PG&E � VAULT PG&E � SERVICE BOX ' ! I . . ( � EDGE OF I � � PAVEMENT ' TYP. � , ` TWIN LIVE OAK 4.5' WIRE FENCE �5.00' � 25 12" � : : . .. ` N89'S6'30"W 135.00' � � - - -...- - - , � +.. �...� , � � � � ; ..w..,..a w . �www� � � ..... � Z�J.O�� ... . W : E. GAS i > � METER � ' , .,,_,_.,,...,�,..�........,..........�.._. FENCE 6' WOOD � ` ,� � 1 �. � ' � � � ,� E. GARAGE � ` I E. HOUSE �. WATER � �' : METER ', 1, % � I.-�---._..�.... �.. I � ,: : I � � I ' `' ' �< ' ' � AT � ; _.. h,r. _ : � �10.00' ROADWAY � DEDICATION , CONCRETE , ASPHALT � 4' CHAIN ` o � I � LINK FENCE DRIVEWAY � N i � ��.. ... ' i .. � - °---°_....... \ \ ............ ....._ ; 3 'a O �\\� ��\ �,� o / 3 o ASPHALT �;. o 0 -: • �, oz � � ORIVEWAY ��O � o � � � A.P.N. 357-18 031 \ \ \ /� : � � � ....—.... _--- � .____. ...------.... o o m . ..._.�..... .. z P w 1 3 �..`.,_. .- � � �„� �........ --._.. ::.::. - -c<� ...�...----.._.-...__._..__.... .........--�- _ ......__--- .........-- -._..---- -._......--- ......._. � o \`�` \` .T,-�-..�'... ��\` �r-: �, : , : N ° ASPHALT m ' � � DRIVEWAY � : �, ' • ' __._.�..}......_.. ._.----- �`�� ._..__._ __..�..--.. _--�--. �` ..............- __.....�. ASPHAIT 1 i �.�� I DRIVEWAY r 3 1 BRICK ; I PAVING coNC. I f CURB & E. WATER ! ' � ; f � ' � GUTTER METER� ' � ` ' ` � � ` C_]: I E. HOUSE \� : ( : -,.}/{' I -----°�----------- .. 1 � � i / I 1 1 � I � � l � 1 \�` _ E. GARAGE k � � I �' 4' CHAIN 6' WOOD ' LINK FENCE FENCE ; i � E. GAS ...... _.._....._.___._ - ; METER ; , ' : T - - � ..... .. ........_ S89 56 30 E 135.00 .� � _ � � _ � _ � _ � - _ r, _ _ 12_5.00' ,� . .. . ... �- � I , . � . � : � � WOOD FENCE � 6' WOOD � � FENCE 15.00' 30.�00' i L� JOINT � UTILITY POLE ; LEGEND: - - PROPERTY LINE _._... _ __ ...... FENCE LINE --�----�-��-�•-��---� �--- EDGE OF ASPHALT �� - - ": - CONTOUR LINE � JOINT UTILITY POLE APN: 357-18-031 GROSS AREA: 12,960 S.F 0.30 AC. NET AREA: 12,000 S.F. 0.28 AC. NOTE: SANITARY SEWER CLEANOUTS WERE NOT FOUND DURING THE TOPOGRAPHIC SURVEY. REVISIONS � c o - ., � C N (� � C� U r, c c m ^' o ` �3 c ;�� = fn � `� o � � �L� � otf x ctl x 41_1 N �(�.� G • m • � '% •� o� � '� m = 5 `n •°' ';: C � c r � . � (0 S1 � '-.. V C N ;V � Z � � m � 0 3 � W � � - ' N � _ � ro U tU � V- v �j c � � v z a �� - W• z� 0, z � � � Z M �..L.� � � I W DO r O I � � � u J � M V L Z � _ � c~ a X � Z �--L� W � / O � Q �.L J � �J..� Q Q C' U � Z w � O � O Z � ~ Q � � � � �.1.� Z N �- w Q � � � U Date: APRIL 2011 Scale: 1"= 10' Drawn: CAD Sheet Z J of � Sheets , :i zo , o o , o so SCALE: 1'=10' TEMPORARY BENCHMARK MAG. NAIL�342.95' ABBREVIATION: E. EXIS7ING EG IXlS71NG GRADE TC TOP OF CURB FL FLOW LJNE 5=0.01 SLOPE�0.01 ,�. ��,� FF FlNISHED FLOOR i I � I I y • a1z�e � l! OF NEW dc DETACH y PER - HIGH POINT � � � � �� o.00� � BUILDING - - sEreAC�c r � DRIVEWAY I I � GARAGE 5=0.03 I FFm343.73' � � (AT REAR) � � I I S=0.01 r � 7.92' BLD. SElBAqC 0 I SIDEWALK � TfP. SURFACE 810-SWALE _ f5. � - - - - - - - EGm34f.39 � �«.�� . �,..� � � - - - - � � F 343.4 I � A � ~ { II 7N.M NEIN RESiDENCE 1 I �( PERCULATION FF=344.40' / '. PI BASEMENT O I , GRATE=341.2 ° a FFm334.40' x�.n m °�� ,�„ �LOT 1 , . I � 6.000 S.F. I / x ��° 0.14 AC. � i 20.00' BUILDING 1 P � LIGHTWELL � I ~ / SETBACK sa� I ��' � ■ 341.l0 � � 1 "�„ SETBAq( I r aa.a t � G= R 3�2.77� bI2W •� _� O :� �.8 � � � - - _� _ . -- --- ro _ . .. BEqN SWALE ... HIGH POINT S89�E -Y r.08' BLD. SETBACK �� '� 20.00' � , . . - - - -- v� BUILDI �' � �TBA a I : ,� 1 ■ ■ w.. sam P I •s�n » .� = rg I '� 3 �' DRIVEWAY I GARAGE o$� 5=�02 I I (AT REAR) 3 s—.o.o, 1 z �■'r''iv I I «- � k � CO UGH7WELL � ■w� I : su.r� NEW RESIDENCE �a�+.ss' ,�.,6 BASEMENT F'F=334.65' LoT z NET AREA: R; 6.000 S.F. 0.14 AC. I UGHTWELL — — � � - - O vi G a ,rt a a t �--re�- y 25.00' � i saaa. . � ■ - - - 1, � 'Y y� - � � •� FL=343.0 SIDE I TCr3�3.38 H�G1i POINT� TYP. � 15.00' � 30�00' --� � r s+�u ` � s�.ao � B, GU � SID ALK DET. -19 � � ! --- � � W H \ y � Q'a �,,,� E. WATER I y I _ ME7ER � .� Z Q FL=342.12 � �10.00' ROADWAIf ti DEDICA710N y 9 i 1 - O N �� 3 f (� y Y W o � �p � < vi- a a a. I E. WATER ME7ER y � y FL=34263/ � xaum EGIN NEW R8, GUTTER � DETACH�D SIDEWALK PER STd DET. 1-19 I .IOINT UP�� N . , �"a's I PGdcE J VAULT � PGdcE SERVICE BOX y , N I I N N I I y N I I y H ( � � r s�s�o I I I NOTES: � ( 1Q SEE PERCULAl10N PIT DEf/Ul, STORM WATER � �� I OVERFLOW TO DRAIN INTO FUTURE STORM DRAIN IN JOINT ORANGE AVE. s�-��UTY P� ( � UGHIWELL DRAINS TO DRAIN TO PUMP SY51EM. w.ee � INSTALL STD. MANHOLE (SUMP HOLE) WITH SOUD COVER NATH DUPLEX PUMPS PER NO?ES, SHEET 2 PROVIDE HIGH WA7ER ALARM MOUNIED IN BASEMENT NA7H SYVITCN SET AT EL.=89.8'. SET ON AND OFF SWITCHES AT EL=89.2' AND 88.2 REPECTIVELY. Q4 Y SCHL 40 PVC PRESSl1RE PIPE MA1ti CHECK VALVE TO BlfBBLE UP. � MSTALL BUBBLE UP. SEE DETAIL, SHEET 2. GRATE ELEV. = 342't � DOYMN SPWTS SHALL RELEASE TO GROUND SURFACE, DRAINAGE SHOULD BE DIREC7ED AWAY FROM BU{LDING FOtlNDA110N AND TO LANDSCAPED NREAS. � INSTALL PERIMETER DRAIN AT OUTSIDE BASE OF BASEMENT/ RETAINING WALL 6RAVITY DRAIN TO SUMP HOLE. MIN. SLOPE�IX, SEE N07E5 AND DET,VL, SHEET 2 � CONNECT PERIMETER DRAIN TO SUMP. � INSTALL GRINDER/ PUMP (SANITARI� WITH qiEq( VALVE. COWNECT 1ST FLOOR AND BASEMENT SANITARY DRAIN UNES TO THIS PUMP. SEE PLUMBING PLANS. � INSTALL 2' SCHL 40 PVC PRESSURE PIPE SEVVER UNE WI1H CHECK VALVE. 11 SANITARY SEWER SERVICE. ESTiMATED LOCATION OF EXISTING LAiERAL, EXACT LOCATION TO BE DE7ERMINED PRIOR TO CONSTRUCTION. A�OVE SANITARY SEWER CLEANOUT TO 6EHIND PROPERTY UNE SEE CLEANOUT DETAIL. SHEET 2 ...125. ..- -...- .. i8'30'E 135.00' 7.92' BLDG. SE7BACK r sasis " y ��342.0t fl� � ■ sa�,�o PERCU �ON o "^' �" PIT o ATE=341.3 � � I m 1 Iz 3 I a 0 °� � �� i . .� . :� g 20� G '� SETBACK /�°" � ' --� 1 t -- =��= -- FG=34245 EG=342 NOTES (cont.): � UNDERGRWNO ALL E�S71NG OVERHEAD UTILJTIES TO NEW HOUSE. (ELEC., PHONE, AND OR CABLE SERVICE IN ,101NT TRENCH). � WATER SERVICE, MOVE EXISTING WAlER METER TO BEHIND PROPERTY LlNE. ALL EARTHYYORK, INCIUDING FOOlING AND BASEMENT EXCAYA110N, PREPARA110N OF OF SIAB-ON GRADE UNDERLAYMENT, PLACEA�IENT OF RETAINING WALL DRAINAGE, PLACEMENT AND COMPACTION OF FlLL AND SURFACE DRAWAGE IMPROVEMENTS SHWLD BE PERFORMED IN ACCORDANCE VYI7H THE GEOTE(�iNICAL REPORT PREPARED �Y DATED 2011. SHOULD BE ALLOWEO AT LEAST 48 HOURS ADVANCE NOTIFlCATION OF ANY EAR7HNIORK OPERAT{ONS AH� SHOULD BE PRESENT TO 06SERVE AND/OR 7EST AS NECESSARY THE EARTHWORK AND FOUNDAitON INSTALLATiON PHASES OF 7HE PROJECT. LEGEND: — — �oP�nr uNE ■ s�s�a SPOT ELEVATION E. GRADE �e DRAINAGE, DIRECTION OF FLOW ,a ,rr JOINT U71UTY iRENCH, POWER, GAS, N, CABLE, COMAI. SS SANITARY SEWER MPJN a a SANITARY SEWER LATERAL W WATER MAIN G GAS MAIN � APN: 357-18-031 (LOTS 1 & 2) GROSS AREA: 12,960 S.F. 0.30 AC. NET AREA: 12,000 S.F. � 0.28 AC. �� ,�z ��J �0 �f. � � � v c � o • U •V �; � p r_ t�V ;�E� � 'S L �! � ,�9v, �,g�a � � x �� > > a LL � � � • A • � DI �,C� �m� � � � •=' W�m ^�? 0 .Y = � ''•v � ? �W� 03 v�` � � �; �� / z � �� - ur Z� z /\� Ird t069Z z � � � V Z Z w � 0 � O Q � � � L.LJ Q C� U � � � Q O Q � Z Z O — � � LL J r �'L'� � � O � � r— U Date: APRIL 2011 Scale: 1'= 10' I Drown: CAD Job: �,�t � of � Sheats � � Y J d � Q � � Z � � � J � Z � � � - � W � � ,� � F.F.�344.40' a � a DRIVEWAY �� '� I EwSnNG GRnDE 3�4 $ +0.01 344 ( ( 340 340 FINISH GRADE BASfMENT F.F.=334.40' 3� MIN. FINISH fL00R 12" 2X MIN. 336 336 � CONC. SLAB � BASEMENT f100R 10. . .. �D. �O� ♦� M . . . . . f. . Y7 t0� . (C .. .. ... .... O .. . . . . O, . . O, . . . .. . � f` .. . . 10.. .. . . � n r�i r�i n n �i n n n n M n n n n PAD ELEVATION 0+00 0+20 0+40 0+60 0t80 1+00 1+20 1+40 SECTION A LOT 1 TYPICAL BUILDING SECTION � SCALE: HORIZONTAI.: i"=1a' NOT TO SCALE � w VERTICAL: 1 O W ►- � Z � � J CHRISTY U21 � Z � � � � HOLE WITH LIGHT DUTY �n '�' F.F.a344.65 �' CAST IRON CRATE a o � � DRIVEWAY GARAGE J � a SIAB iX MIN. 1% M� � EXISTING GRAOE ' k s�ao, � � : z 344 344 r ' 3 ��""a N � � � � � � �� ` 340 I , 3/4" DRAIN ROpC 3 � 15 L.F. 24' H.D.P.E. PIPE ' • BASEMENT FINISH GRADE OVERfLOW TO FUTURE STORM �> ° i F.F.=334.65 DRAIN IN ORANCE AVE. �; ; � A 336 , 336 6" SCHEDULE 40 ' ` PVC PERfORATED PIPE M . M M . T . 1 �.. . . C� .Or. N . . . f . . .... . 'r . . �. . �. � . . . .+' . . . n � `, a �: .. ... , n " a . v e cv � .cv � v Y v `v < , � ` M� h h� M. M� �� M h. M1�. M M M �� M� ; . . � . _ �. . �. � '. _ _ i 0+00 0+20 0+40 0+60 0+80 7+00 1+20 1+40 SECTION B LOT 2 °� PERCULATION PIT DETAIL $CALE: HORIZONTAL• t'=10� I DISTANCE fROM PROPERTY uHE tp gE �S cxoSE �5 NOT TO SCALE VERTICAL: 1"a4' � I PRACTIGtL AND NOT TO I E%C�ED F'IVE (S) FEET. � ( ED PUBUC RIGHT OF �MAY ! �, STMIDARO ClEANOUT REUOVABLE ClEANOUT PIUG � Flr�s►+ cR,�oE T ACC�55 80X SHALL BE (�1RIStt GS ' ' TRAfF1C VAIVE BOx 10-3/S' I.O. X 12" YY11M WYE i'OR RISER G5C iJD LABEt.ED 'SEWER' CLEANOUT RISER P�E � ,��' e�r+o I REDUCER f7TTarG ADMTOR COUPLING SI2E PER MANUFAC7URER'4 SPEC�ICAflONS 1-t/4' PVC OR HOPE (TYP) -�---2X Mh � .�.�-27[ Uin PRE55URE flOw fkOY PUMP I STREET LATERK SEWER HOt15E LATERAL SEWER --�,-_.— ' --'4 -'- � a NOTES: i. AlL ON-SITE PIUMBiNG, IN ACCOROANCE NATH LOCAI JURISO�CTION BUILO�NG DEPARTMENT REQUIREMENTS. 2. LATERAL SEWER CLEANOUT TO 8E SAME SIZE A5 STREET IATERAI SEWER• 3. 6-INCH MINIMUM CIEARANCE BETYYEEN REMOVABLE CLEANOUT PLUC AND INSIDE OF 80X REQUIRED. 4. REfER TO PUMP MANUFACTURER'S RECOAtMEN0AT10N5 fOR ANY Ap01T10NAl EWIPIYtENT REQUIREO FOR THE PRESSURE LINE ANO CONNECTON TO GRAV11'Y SEWER. 6� NATIVE SO�L COMPACTEO TO 90X N 1 3/4 ' DRAIN ROp( � WATER PROOfING MARAFI 140 FILTER fABRIC RETAININC WALL FOR BASEMENT VAPOR BARRIER PER SOILS REPORT BASEMENT fL00R CAPILLARY BREAK MATERIAL t2 , PER SOILS REPORT 4" SCHEDULE 40 PVC PERFORATED PIPE p R A I N T O S U M P A T i X M I N. BASEMENT RETAINING WALL DRAINAGE NOT TO SCALE NOTES 1. PROVIDE DRAIN ROCK, fiITER fABPoC ANO t� SCHL. 40 PVC PERfORATED PIPE PER DET/UL A. ON THE OUTER PERIMETER OF THE RETAINING WALI FOR THE BASEMENT. DRAIN AT MINIMUM SLOPE OF 1X TO CONCRETE SUMP WITH AN INVERT Of _�. PROVIDE DUPLEX PUMP SYSTEM ORAINAGE SYSTEM NATH A TEEL /2P355 SUBMERSIBLE EffLUENT PUMP CONTROILED NATN A /2P544 80X AND /2P055 fLOAT SMATCH, USE 2' SCHL. 40 PVC PIPE FOR CONNECTION TO THE ORAINAGE SYSTEM. PUMP REOUIRES A 230 VOIT 20 AMP CIRCUI7, ALL WIRING AND PLUMBINC TO BE PER THE NATIONAL ELECTRiC CODE AND THE UNIFORM PLUM8ING CODE. 2. EXTERIOR SURFACE OF RETAINING WALL FOR THE BASEMENT TO BE TREATED FOR WATER PROOFING. 3. FLOOR Of BASEMENT TO BE PlACEO ON VAPOR BARRIER ANO CAPILLARY BREAK MATERIAI PER SOILS REPORT, 6' DIA. GRATE IN CONC. 80X �R MlN. t� Mt 2 ' � N � 3/4" DIA. ORAIN ROCK r � �-i�; ' ___1_ � .;'�,"`� � 2' SCHED. �0 PVC f } � 1 I �J. � PERFORATED PIPE � ;� � �_,`__ , � 6" � � BUBB�.E UP DETAIL NOT TO SCALE REVISIONS � `c � 0 O� V m c ` �o � �� j � o o, N Y� � �� J N LL- '� � � • N � C � � C ��j � u �� `Y �IO � � � � � N ti 3 O W U $ � � ZU� m � � z � � Z� a I) - ��' O'' i �� V I Z � � U VI � � J � �..lJ � Z � � � C.� Z Z W � � � O a a J � �..1..) Q (,� U � Q � Q /1/ O LL Z C7 z L (D � J � W w N 11 � O � � �— U Oote: APRIL 2011 Scoir. t to' Drown: CAO Job: Sheet � o( � Sheets REED ASSOCIATES LANDSCAPE ARCHfiECTURE an soun� T� sr�r suNNrvu� c�wa�u woee /0�.��1-�0l0/�0�.��7-�0P! FAX w6: wwnlurl / wrt Yr�l ORANGE AVE. HOME ORANGE AVE. Cuperfino, CA ISSUE pq7E — — 1210.09 ORANGE AVENUE f�V�i 1 IRJ 1 G�7 L T}�E CONTRACTOR SHALL V62FY PLAM C�UAMTTES FROM TI-E PLAM1Vf' PLAN. IX1AMITES ° WN N Tl-E IFGB�D ARE FOR CANVB�BJCE ONLY. 2 NOTFY TuE LArDSCAPE ARCHIECT WNA�IAT�Y N T}�E EVENT OF ANY DISC'.R�ANCES BETW�I ACTUAL SITE COrDfT10NS ArD Tl-E PLA�fTNG PLAN. 3. PLANT GROII�DCOVH2 N SI-RUB AREAS AS NOl'�, USE TRIANGIA.lu2 SPACNG. 4. S� DET,4d. AND SPECFICATION SI-�TS FOR ADDITIONAL rFORMATIOtJ. 5. Tl-ERE Wtll BE NO MA1821ALS OR PLANT MATS2IALS SI.BSTITUTIONS WfTHOUT APPROVAL OF TI-E OW�B2 OR Tl-E LANDSCAPE ARC:t�RECT. 6. ALL SLOPE� PLANTID WITH LAWN NOT TO EXC� A yi SLOPE ALL SLOPE'' PLANT� WITH GROU�D COV62 NOT TO DfC�D A 2d SLOPE 7. PROVIDE POSITIVE DRANAGE AWAY FROM ALL Bll1NJC'S (2E MW 8. N Tl-E EVB�IT OF ANT DISCR�ANCES BETWEBJ TF�S PLAN MD ACTUAL SfTE C.ONDfTIONS� TI�E LArD�',�CAPE ARCHTECT IS TO BE NOTF� N�kv�IATELT. 9. ODT OF �lSH�GR�ADE� C SCA�PE C T� IS TO�R�E �� 1fo LAPD°.,CAPE AREAS. 10. ALL St7E UTIJT�S ARE TO BE PROTECTED DURING CONSTRUCTION. N TFE EVENT OF CO�FLICT BETW�J THE PLANS ArD UTLI11E5 T�E CONTRACTOR SNALL NOTFY THE LA�.�CAPE ARC�lTECT. ANY DAMAGE TO UTLITES. STRUCTU2ES. OR OTI-H2 FEATlI2ES TO REMAN. A�D CAUSED BY TI-E LArDSCAPF CONTRACTOR SNALL BE REPLAC� OR R�AR� BY TNE CONTRACTOR AT NO D(PHJ�3E TO TF� OWt�62. B. TI�E W0121C N TL�SE DRAWNCS ArD SPECXiCATpNS MY RI.N CONCI�ffLY WfTH WORK BY OTI$2S. TI-E LA�DSCAPE COrfTRACTOR $HqLL COORDNATE TI.E WpRK WITH OTF82 CONTRACTORS. Yl. REFH2 TO CNL B�K�EB2'S PLANS FOR OV62ALL SRE p2ADNC' APD DRANAGE q. SOD LAWN $�IALL BE DWARF FESCI� BLE�. I4. PRIOR TO ANY DIGGNG 02 1RB�CL#JG. CAIl 1�GR�l1ND 5H2VICE ALH2T - �eoo.n��eoo PLAIVT 3YMIBOLS 5 INDICATES PWJT K�1' INDICATES PWJf QUANTITY :�� r .�� F�.��E � �OG ^� �o � �� c; � �=�� ;�� :, � � �, �. � �� ■�� PAUL JAY REED � NO. 2002 y +t o�. vrson * dy. �P �r e ¢ �� OWNERSMP AND USE OF DOCUMENfS M Ormr'age, Sp�eH'catbm oM wpip tMrwf turni�had Dy ��lanicap.�wc�l.em� ai. ma .haa mrw:i oNy �MA rupeet lo fhb Projsct ond an no! 10 M wW on uny otMr proj�el. s�e�+.� a e�.�.ia,�� c� �,..t omad ��c� �- QufromsMt or Iw pwpo�n in connaefion wRh tAa � N orMw Lad�.��M�hl Ia��coqrqM a otlrr nesrvad rqM�. �wP•owa Pl� Drawn DS Revlered qr Project No. 11.12 Scak ��$" s�'-0" hsua Data 3.28.10 LANDSCAPE PLANTING PLAN L1.0 PLANT L.IST�