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Approved Plan SetCUSTOM HOUSE FOR: TAJINDER SINGH & RAMNEET SANDHU 19210 TILSON AVE., CUPERTINO, CA 95014 AmPoNo # 375=40=060 ABBREVIATIONS: PROJECT DATA: RWL. RAIN WATER LEADER O.F.S OUT SIDE FACE OF STUD ZONING DISTRICT = R-1-6 PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM PER CBC CALIFORNIA RESIDENTIAL DS DOWNS INSIDE FACE OF STUD LOT SIZE = 6,099.53 SQ. FT. S/GD S/ SINK WITH GARBAGE DISPOSAL O.0 O.0 ON CENTER CODE SECTION R313. INSTALL A NFPA 13-D FIRE SPRINKLER SYSTEM UNDER SEPARATE SH. ENC. SHOWER ENCLOSURE CL CENTER LINE PERMIT. DOCUMENTS RELATED TO THE FIRESPRINKLER IS DEFFERRED ITEM. T.0 TIME CLOCK PL PLATE LINE FLOOR AREA RATIO: LION. UNLESS OTHERWISE NOTED P.T. PRESSURE TREATED ALLOWABLE = %45 OF LOT SIZE = 2,744.7 SO. FT. TYP. TYPICAL FL FLOOR PROVIDED = 2,744.45 SO. FT. = % 44.99 APPLICABLE CODES: VGDF VERTICAL GRAIN DOUGLESS FIR F.F.E FLOOR FINISH ELEVATION 2016 CALIFORNIA BUILDING CODE, 2016 CALIFORNIA RESIDENTIAL CODE WMP WATERPROOF MEMBRANE FF FINISH FLOOR "A6" 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA PLUMBING CODE WD WOOD PR PAIR SEE DETAILS ON SHEET WDW WINDOW R/A RETURN AIR 2016 CALIFORNIA MECHANICAL CODE , 2016 CALIFORNIA ENERGY CODE RM ROOM REFR. REFRIGERATOR LOT COVERAGE: 2016 CALIFORNIA GREEN BUILDINGSTANDARDS CODE, 2016 CALIFORNIA FIRE CODE W.W.F WOVEN WIRE FABRIC R/O RANGE OVEN CITY OF CUPERTINO ORDINANCE. GYP BD GYPSUM BOARD MICR MICROWAVE ALLOWABLE = 0145 OF LOT SIZE +IA. CEM. PL CEMENT PLASTER EX EXISTING %5 FOR OVERHANGS & PATIOS - - H.B HOSE BIB CLG CEILING PARKING SPACES: (TWO ENCLOSED) & (ONE UNCOVERED CARPORT) M/C MEDICAL CABINET BLDG BUILDING %50 LOT SIZE = 3,049.76 SQ. FT. ONSTRUCTION TYPE (V-B) MTL METAL DWG DRAWING PROVIDED = %39.01 OF LOT SIZE = 2,379.79 SQ. FT. OCCUPANCY (R-3U) GLV GALVANIZED JST JOIST GSM GALVANIZED SHEET METAL BM BEAM "A6" LAND USE: LOW DENSITY 1-5 DU / ACRE N.I.0 NOT IN CONTRACT HDR HEADER SEE DETAILS ON SHEET NUMBER OS STORIES (2) W.I.0 WALK-IN CLOSET INSUL INSULATION • BULIDING HAS SPRINKLER SYSTEM BOTT BOTTOM RATIO OF SECOND FLOOR TO FIRST FLOOR: PNL CO CONC. PANEL CONCRETE REQUIRED NOT GREATER THAN %66 PROVIDED 1,020.79 / 1,723.66 = % 59.22 SCOPE OF WORK CONSTRUCT NEW TWO STORY SINGLE FAMILY HOME W/ ATTACHED TWO CAR GARAGE PARCEL MAP PROJECT SITE OFFICE CF C D U N T Y A 5 5 E550R SANT A (CC LL A RA CO 11 NTT, CA LI F OR NIA _ -TILSON --u R - AVENUE 375 40 5UJ TRACT Ne 131K Q 1 I A Tg cash DEL soL...wal. rs 1 q' �M �$ ,ff i 0 0 1 ATI � 0 i �@ � gl I $� I � � � • $ � `y- ;i ii-Y -1----�T- zz ! eD ,o ! r . .;- ;MIL LANE . —... W y' 9. §7 BARN11ART —�yb-- AVE. CUPERTIa a] L DI ANION SCHOOL SCHOOL DISTRICT :1k D. SEDGWICK ELEMENTARY SCHOOL 1 Q y S2SCHOOLr © L TRALT Ha 28�8 CU PE RT IN❑ UN]ON OIgTRICT � IL FAIRGRQVE ADDITION p STENDHAL —a A LANE •'�- II es 1• -,00' 9.531 AC GR. j 1 rsr 1 w N sv ,� Y� 8.7a3 AC. NET I+ a in 1@ <-I� wos- rri a it I a0 69 I E6 I Li If se e] �' S� - ] 99 aE ] a] a4 .1.iT�...TTS§�f '�T—...��:.-Taa'✓>—rE- .sv l !l I ,p �.. �i s sr iQ � 11 19 IS z I= !s —SHADYSROVE -- " .�A .,,, �_ e . cw mrr .ary Amm�..T TRACT 4 2535••• FAIRpiDYE � R e i. taq 5.c S�E1 -- - - -�. 511AOTGROVE CDURT HYDE AVE. f, BROO KISRDVE oR �';^ EERNGFPVE OR Q J$ Community Deve�1 Plann ng Divisi CUPERTINO AppIa Case # R-2019-0 Approva I Body: D rector / Staff Approval Date 11/25/19 Signature Erika Poveda Case Manager rt 0 FIRE SPRINKLERS REQUIRED: An automatic residential fire sprinkler system shall be installed in one -and two family dwellings as follows: -In all new one - and two family dwellings and in existing one-two family dwellings when additions are made that increase the building area to more than 3,600 sq. ft. (Exception: A one-time addition to an existing building that does not total more than 1,000 sq. ft. of building area. NOTE: the owner(s), occupant(s) and any contractor(s) or subcontractor(s) are responsible for consulting with the water purveyor of record in order to determine if any modification or upgrade of the existing water service is required. A state of California licensed (C-16) fire protection contractor shall submit plans, calculations, a completed permit application and appropriate fees to this department for review and approval prior to beginning their work. Section permit application and appropriate fees to this department for review and approval prior to beginning their work. "CRC Section 313.2 as adopted and amended by "CUPMC". WATER SUPPLY REQUIREMENTS: -Potable water supplies shall be protected from contamination caused by fire protection water supplies. It is responsibility of the applicant and an p pp p Y pp Y contractors and subcontractors to contact water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design of any water -based fire protection systems, and / or fire suppression water supply systems or storage container that may be physically connected in any manner to an applicant capable of causing contamination of the potable water supply of the purveyor of record. Final approval of the system(s) under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant(s). 2010 CFC section 903.3.5 and health and safety code 13114.7 CONSTRUCTION SITE FIRE SAFETY: -All construction sites must comply with applicable provisions of the "CFC" chapter 33 and our standard detail and specification "SI-7" provided appropriate notations on subsequent plan submittals, as appropriate to the project. CFC chp, 33. ADDRESS IDENTIFICATION: -New and existing building shall have approved address number, building numbers, or approved building identification placed in the position that is plainly legible and visible from the street or road fronting the property. These numbers shall placed in the position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic number or alphabetical letters. Numbers shall be minimum of 4 inches high with minimum stroke width of 0.5 inch. Where access is by means of private road and the building cannot be viewed from the public way. a monument, pole or other sign or means shall be used to identify the structure. CFC sec. 505.1 W do DRAWING INDEX Sheet Dumber Sheet Name ARCHITECTURAL AO COVER SHEET & SITE PLAN Al FIRST & SECOND FLOOR PLANS A2 ROOF PLAN A3 FRONT AND RIGHT ELEVATIONS ELEVATIONS A4 REAR AND LEFT ELEVATIONS A5 BUILDING SECTIONS A6 AREA CALCULATIONS A7 STREETSCAPE AND PHOTOS ** SURVEY T 1 PRELIMINARY BOUNDRY & TOPOGRAPHIC SURVEY MAP *** CIVIL C-1 COVER SHEET GRADING & DRAINAGE PLAN NOTES / DETAILS C-2 C-3 C-4 NOTES EROSION CONTROL PLAN C-5 C-6 CONSTRUCTION BEST MANAGEMENT PRACTICES ** LANDSCAPE L1 MASTER PLANTING PLAN L2 HYDROZONE PLAN L3 IRRIGATION PLAN 6'-0" HIGH WOOD FENCE, TYP. AS SHOWN B.B.Q. AREA REFER TO REAR 203' - 0"� ELEVATION FOR BUILDING ENVELOPE NEIGII-IBOR BUILDING "AC, LOCATION SEE SPECS ON "AT' T 5'-0" - FIRST FLOOR LEFT SETBACK PROVIDED o MIN. 36" DEEP CONC. LANDING GAS METER LOCATION 200 AMP. ELECTRICAL METER - 20226 GIRD 5'-0" - — FIRST FLOOR LEFT SETBACK REQUIRED AP 53 MD 201_71 1 201_60 20,54 BRIG 20,2, X FL EP 202,2 GRID 61,00' '� 2o45s 5' P- _E_ 20326 � _ Tr' ` B►I� _ Bw - 203.87 - } , . 2a327 ¢ w rn BYIr ;e Ir a ❑ ¢ GIRD a o • . _ w w ¢ ¢ > 203_UO CONY 60D X 2a3A0 X 21132X5 21113311 20375 X GIiD x - 0 LLI ? C, O W GRID GRID X� O LI N ¢ N F DOc a s 0 LL LL U I- a 20297 GIRD D[ G a w 203F ! CO > N Wa N Za UL N G Ww _ °`0 BY O W m O 40 N CC> CO O a29705 20324 I O M > w U N w y nY3_U4 M O _' O JOY ¢71�OD LL GRID X 1 20327 XGRD m X GIRD a CM () a 2035A T' r �47 X 2a355 w >o- Xc� OV Z a ¢m w ew -------c - - ---- ----- --- m-292 U�7; LL cn_ _---1 20323 C 20355 X a w cwn X I GRID X I C 2 CNIC13L56 arc In I I =z::7 t42 - ♦ - - - - - - - - - - - - �J I X 211m -- - ---- ---- ----- - - --- - - - - -� CIZ,�; ' x i COVERED 4' o°', i � i M Y I .{ PATIO I ' t _ ' 211256 I 1211 �j IL-- --- J GRID DW X - BALCONY AT ; :' izGX ° It16' - 10" I I 2ND FLOOR I I I PROVIDED BALCONY I I GRD I SETBACK I - _ _ _- _ - I I 2029, X I I 203A5 arc I i 20327 x 2Q3,9-•: t.-.-,•`' ...-�.'.='-�-'f GRID 10, -01 r I'"" FIRST FLOOR RIG ` 'l•SETBACK REQUIR Blac tt- 3' - 0" f I -II SECOND FLOOR LEFT SETBACK REQUIRED } 13' - 8' - ===,,SECOND FLOOR LEFT SETBACK PROVIDED � - � ZO w 20,5, GRID X . ADR.A0 e N1lr 01NI Il'¢; 15' - RIVEWAY" F PAVEW- Yl�a w >io CIS" z Q wIC ' o f) a 1 7, AA(1- o _q10 20,34 EP 22" HIGH WOODEN WALL TO BE REMOVED 3,, REFER TO REAR ELEVATION FOR BUILDING ENVELOPE 6'-0" HIGH WOOD FENCE, TYP. AS SHOWN 211362 GIRD - FIRST FLOOR RIGH SETBACK PROVIDED-:N FIRST FLOOR RIGHT - SETBACK PROVIDED r r o VJ NEIGHBOR BUILDING ' _A f •'-, " I --- -- t -' 13' - 0" - O z o .. •- t: SECOND FLOOR RIGH O coi a -'• .' SETBACK PROVIDE z I =: x� 12' 10" r NEW TREE W/ 24" BOX PER "CMC r CONY LINE ABOVE ,I ,•' ; , C1¢ �` `� �•: ' - SECTION 19.28.120" SEE ALSO SHEET "L1" LANDSCAPE PLAN -- 'SECOND FLOOF H N - - - T � r.•r , �. SETBACK REQ � t -N-A or D�� D 20781 VERED PORCH �a W?CW - - Do�� . I o 0 0 BUILDING AREA LEGENDS: U ao o --- � - ---y o Ir GARAGE C 01 o LU 0. l m Q! X Y 2ozsa �aClLL � a N W _ m GIRD x 1ST FLOOR LIVING CxUJ °°C M z CnoY `W NJ = o 2ND FLOOR LIVING q •n X zCJ LL LL �� ~ " o Ir ❑�� o 0O IM 2a226 GM o U_ 46 GM a GRID X PRIVACY VEIWSHEDS ` TREE PER SHEET "L1" Z D�Q❑ C7 iC G1 �Z iW � E DRIP L E jaa� a ° `� LL� T� 86`3 '49" 3 TREE WM �� 2a,_92 2no,5 202„ dl•YJ:'':. ; :';!'s;+'i;"r GIRD GM X 20209 GM 202M X X X wY Q D GM c CONCRETE SIDEWALK ETIREIEG 20C'S DW f `I�I `Dal l�l 20188 20 Fox, . , BRIG . , ?A152 201_60 F FL �154 201_62 EP EP CONT CONT TILSON AVE. (,VW:VAkiES) 2a,�6 :�9D11.$Nl X 201 M X AC ti&; AC 20197 A G AC "BASIS OF BEARING" 770.20' S86 D 38' 49"E 1 SITE PLAN AO 1 /8„ - 11111111110„ X"M AC 0' 4' 8' 16' X202,7 AC 00 c'? 0 N 0 32' 16 No. Description Date 1 Pln'g. Dept. 09/05/19 \W / Cc �--+ 000 N T W IMI\ `V I J CO Q `-0 E QUA 0 C'3W'@) cr C) o O LUzJ LU CZ CUQI_-0 T O 0 az U- I.- F. LL W C/) Q (D < cc V) LL Q W 0 z Q J 0- W W W W W > O U 2 z C/) w w C:)�>Q LU o Q C) I zOz0Nt Q=Oz0,5 � �2J C'7 O F_ LLJ zU) o 0- z cnDND� cc CU rn C) . LU r Q 0 z Q DATE 05 / 05 / 2019 SCALE 1 /8" = 11-011 DRAWN B.K. JOB NUMBER SHEET AO OF SHEETS CUPERTINC Case # Appro� Appro-�, SignatL No. Description Date w � 4-1 00 (1) N T T wM� CZ J Q (D E aUco o C� w /CN. o DC QO� C� Wzw cz UQL� Itc/) T T O C� Qz U- � LL w C/) Q Q F LL Q w 0 rr O O J H r) z cn Oz UQ wJ �� 06 Cn H 0 z w o �w>Qo w� Q U w ., o zo Z Q=O z Lo �J� �2 � O-� F---w (DF--- z_c)o0-z c/) D c\l ccUov w T Q 0 z Q DATE 05 / 05 / 2019 SCALE 1 /4" = 1'-0" DRAWN B.K. JOB NUMBER SHEET Al OF SHEETS CUPERTINO Case # "AC" UNITS INFORMATION: CARRIER INFINITY PRODUCTION MODEL: 24VNA9 INFINITY 19VS CENTRAL AIR CONDITIONER Specifications EFFICIENCY • Up to 19 SEER • Up to 12.5 EER • Select sizes achieve ENERGY STAR® qualificationsl PERFORMANCE • Optimal summer dehumidification when managed by the Infinity® Touch control • - t e o operation as low as 25% capacity up to 100% • d;�R s low as 56 decibels2 1 • san smoot ram up to higher operating speeds TECHNOLOGY • Integrated inverter control drives compressor and fan motor • Designed for highest efficiencies when part of a communicating Infinity system but compatible with 2-stage thermostats and suitable non - communicating indoor products for 2-stage operation • System protecting high and low pressure switches • Sound reduction: pressure equalizer valve, soft start, compressor sound blanket, Silencer System IITM design and forward swept fan blades • Filter drier • Infinity level advanced diagnostic intelligence • Recommended control: Infinity® Touch control CAPACITIES • 2-5 ton REQUIREMENTS • 208-230 V AESTHETICS • Heavy -gauge, galvanized steel construction • Baked -on, durable powder coat paint • Steel, louvered coil guard Community Development Department Plannlljng Division — Cupertino APPROVED R-2019-017, Approval Body: D rector / Staff Approval Date 11/25/19 Signature Erika Poveda Case Manager PLP FRC rf',\ROOF PLAN A2 1 /4" - 1 '-0" R 0' 11 5' 10' 20' 0 0 N a N 6 No. Description Date 1 Pln'g. Dept. 09/05/19 W co N VJ MT W V J 1 I` `V J Q c.0 E CID QUco 0 (DW /CN. crCf)o QO� Wzw CZ UQU� T T O C� az U- LL W � Q �_ Q � c/) LL Q W 0 Z Q J 0- H O O 0 Z C/) LI O ~w>a0 w�QU �o ZOZO� Q=OZ Lr) cl�J�� 2 (D��w Zcr)C:)0—Z cn N=)0- cc U rn U - W T Q 0 Z Q DATE 05 / 05 / 2019 SCALE 1 /4" = 1'-0" DRAWN B.K. JOB NUMBER SHEET A2 OF SHEETS GARAGE T.P. 213' - 6" GARAGE 202' - 6" Community Development Department Planning Division — Cupertino CUPLRTINO APPROVED Case # R-2019-017, o u r Approva I Body: D rector / Staff Approval Date 11/25/19 Signature Erika Poveda Case Manager BUILDING HIGHEST POINT 12 3 SKYLIGHT PER PLAN ~w zo^ acco 0 N DOWNWARD SHIELDED N Z J SKY FRIENDLY LIGHT — 8 ¢ LU FIXTURES OR SIMILAR00 1 00 co O N F Z VINYL WINDOW TYP., Cl) J =oa 2LL _ O _ CO 4C- ir) . . Cl) O 2 3 - 0 W I`M 6 01 00 , r � O W a T o a JLL 0 0 202' - 3" STONE VENEER, CARRIAGE TYPE CONC. NATURAL TYP. U.N.O. WD. GARAGE DOORS LANDING I GRADE AND STEP y 3� PORCH T.P. 203' - 8" 12 3 0 0 C'9 co 203' - 0 1 /2" • Exterior Walls: Sherwin Williams - Repose Gray SW7015 • Windows Trim - Sherwin Williams - Repose Gray SW7015 • Roof Tile Color : Dark Gray/Charcoal MIN. 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 1/2 INCH NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND AND PLACED IN A POSITION THAT IS PLAINLY VISIBLE FROM STREET FRONTING THE PROPERTY. (CRC-R319.1) ROOF MATERIAL — — PER ROOF PLAN 12 3 COLORED STUCCO WALLS TYP. U.N.O. VINYL WINDOW TYP., 1 x WOOD TRIM O 11/z iY) _ � F � N 11-01 -_ 12 �-<DA -� 3 o � N _ � W ' Z LALAI I J - O I— Iw o a O I VM PREFABRICATED FOUNDATION TRIM REGISTER, TYP., • _\ 1 FRONT ELEVATION NORTH A3 1 /4" = 1'.0" F-1 w o OQ^ o 0. Cl) 00 Z J N w N > > Q m Z 0 — =oa (D Lcc L V 2 2 " , RIGHT ELEVATION A3 i 1 /4" = 1 '=0" ES -12 3 r — - 218' - 6" 217'-0" 0 v GUARDRAIL MIN. 42" ABOVE THE BALCONY LEVEL 12 ®®® E own 7 NATURAL GRADE 11" 0 b) roof 224' - 2" PORCH T.P. 216' - 6" � COND FLOOR 215' - 2' 1ST -CEILING t1 214' - 0" Lu4 - u \� ENTRY PORCH 203' - 8' _ roof 224' - 2" SECOND FLOOR N 215' - 2" _r 1ST -CEILING 214' - 0' 204' - 0" LU acro CM 00b ci r ZJW L � CC m F- LO N FZo Xa LL 0' if 5' 10' 20' 0 N rn No. Description Date 1 Pln'g. Dept. 09/05/19 w > Cc co N �TTJ w � CV V/ I J Q O E QUco o CD w C @) cr QO� vJ C UjzJ CZ CU� V)Q^1--0 T T O C� az U- F.LL W (n V vJ L Q W CJ ) z _O I— w� Jz wo C� Q > LL w C) J zw I— z O LL 2 z Cn w �W>Qc0 w�QU O I -o zoZ0 Q=Oz_L0 6 2 J w O [-.-w� zC)C)0-z cc CU 0')U . w r Q 0 z Q DATE 05 / 05 / 2019 SCALE 1 /4" = 1 '-0" DRAWN B. K. JOB NUMBER SHEET A 3 OF SHEETS roof — 224' - 2" LA SECOND FLOOR 215' - 2" i\ 1ST -CEILING �T 214'-0" jk FIRST FLOOR 204' - 0" Community Development F Plannjng Division - Ci CUPLRTINO APPROVED Case # R-2019-017, J,KIV6&WNT4drjW Approva I Body: D rector / Staff Approval Date 11/25/19 Signature Erika Poveda Case Manager 0 0 V v V GUARDRAIL MIN. � 42" ABOVE THE __ ° BALCONY LEVEL I c¢ 12 — — 3 F_ 1 — �- _ 6'-0" HIGH WOOD FENCE TYP., U.N.O. roof _ 224' - 2" ROOF VENT PER SUN TUNNEL PER ROOF PLAN, TYP. ROOF PLAN 12 3F 0 � o — — NATURAL GRADE FOUNDATION VENT BLOCK REGISTER, TYP., U.N.O. COLORED STUCCO WALLS TYP. U.N.O. 0 SECOND FLOOR 12 215'-2" 1 .�~N 3 1ST-CEILING- 214'-0" -- — -- 1 N 0. o 1 0 0 0 203' 3" i, jk 204STOFLOOR ROOF MATERIAL PER ROOF PLAN 12 o Zo^ o 0 _ accc v ! 0 N r Z J -. _. 5pa -- �. - -- - - --- - - -- - - N mZO =oa- 0, LL 2AIL Ll "AC" LOCATION CONC. PAD 1 CONC. LANDING El ri__ LEFT ELEVATION (EAST) A4 1 /4" = 1 '-011 — h �--�-�� -•--�= �=sue ��_ .�^= ��—�_ -s � . ■I■I■I■I■I■I■�I■I■I� ®®®EW FOUNDATION VENT BLOCK REGISTER, TYP., U.N.O. GAS METER 12 3 REAR ELEVATION (SOUTH A4 1 /411 = 1 '-0' 1 N VINYL WINDOW TYP., DOWNWARD SHIELDED SKY FRIENDLY LIGHT FIXTURES OR SIMILAR COLORED STUCCO WALLS TYP. U.N.O. _ PORCH T.P. 216' - 6" 213' 0 0 00 r 0 r GARAGE 202' - 6" 200 AMPS ELECTRICAL METER STONE VENEER, TYP. U.N.O. 6V�4�'HGFH 11 1 �F:OpF � 1 12 �I 213'-0' �3 a 1MV — a �— — GARAGE T.P. o I 0 N 1 I 1 0 0 o r r � Iola MINIM E.211—=12 a.. PORCH 203' - 8" 0' 11 5' 10, 20' o N 0 N rn No. Description Date w > Cc co N �� v J r Ln U J Q (D mUCIO 0 �Q V�w )^ap V0 Wzw CU�Q^I_-0 VJ r r O 0 az U- F.LL w � ^ �J J o < 0� V) LL Q w 0 U) z O Q w w LL w J 0 z w z C/) w o �w><(D U 0 Q CU I O zoZ Q = O z Lo 0�06 J�� F_ 'I'1► V � W zC)o0-z C/) DN�� cc CU o U . w r Q 0 z Q DATE 05 / 05 / 2019 SCALE 1 /4" = 1 '-0" DRAWN B K JOB NUMBER SHEET A4 OF SHEETS Community Development Department Planning Division — Cupertino CUPLRTINO APPROVED Case # R-2019-017, Approva I Body: D rector / Staff Approval Date 11/25/19 Signature Erika Poveda Case Manager ROOF MATERIAL PER ROOF PLAN INSUL PER TITLE 24 ROOF VENT a SKYLIGHT PER REPORT, TYP. U.N.O. 12 — - ROOF PLAN ROOF FRAMING PER 31 STRUCTURAL DRAWINGS, - PAINTED TYP. U.N.O. — 12 METAL 13 GUTTER roof 224' - 2" ❑ ❑ EIEI BEDROOM F BED OOM NI 1.2 NO 2 o N .3 0 i� lec K-j 12 E:1 E v3 12 SECOND FLOOR N m� �3 N 215,-2" - z r 1ST -CEILING GARAGE T.P. w GA - G LU 214' - 0" FLOOR FRAMING PER _� LL STRUCTURAL PLANS = CL'G. JSTS. PER 6'-0" HIGH STRUCTURAL PLANS WOOD FENCE TANKLESS 2 CAR F Y R CID& GUEST p WATER HEATER GARAGE BATH S RS FURNACE O/ MIN 18" HIGH PLATFORM PEI _ CONC. SLAB PER FIRST FLOOR STRUCTURAL PLANS 204' - 0" H ;— � ONE r r RA6"E — d �� 202LI - 18" MIN. HIGH CRAWL SPACE CONC. FrG. PER STRUCTURAL DRAWINGS, _TYP. U.N.O.. _NATURAL INSUL PER TITLE 24 - - —GRADE LINEPORT, TYP. U.N.O. 1 CROSS SECTION NO. 1 1 A5 1 /4" - '-0" SKYLIGHT PER ROOF FRAMING PER ROOF PLAN STRUCTURAL DRAWINGS, TYP. U.N.O. — ROOF VENT ROOF MATERIAL PER ROOF PLAN _ 36"x60" SKYLIGHT PAINTED _7 METAL OPENING GUTTER _ roof 224' - 2" INSUL PER TITLE 24 REPORT, TYP. U.N.O. o — MIN.42" I GUARDRAIL BY -- -- ------ BATH L 1 M THE OWNER NO 2 o< BE 2 6RC6 T.P. C SECOND FLOOR - in ma 215'-2'• CL'G. JSTS. PER N Z STRUCTURAL PLANS w 1ST.- 0 � Hi 3= IL "TV" LOCATION COVERED 6'-0" HIGH 0 e WOOD FENCE PATIO DINING MIN.34"-38" 0 HIGH GLASS HANDRAIL BY o 0 0 0 0 0 R THE OWNER a a LB.B.Q. AREA ENTRY PORCH — FIRST FLOOR 203' - 8" a 4 204' -0 ,7M IF )=—,J CONC. SLAB PER_ _ STRUCTURAL PLANS 7� - T III III CONC. FTG. PER- INSUL PERT TITLE 24 NATURAL STRUCTURAL DRAWINGS,- - —REPORT,U.N.O.— —GRADE LINE P. - 1Ii IIi IIi III 2 CROSS SECTION NO.2 A5) 1/4 = 1 wo N 0 N 0 N 6 No. Description Date 1 Pln'g. Dept. 09/05/19 \W Cc co N C/)U� T T W M I J Q O E QUA o W CIO" \J V) O Qp� C) z J � UQ�-0 T T 0 az U- LL W C/) Q _V V J L Q W 112 C) z O CU w V z 0 J co D 0 z V J 1 1 I O 1 1�1 < w� O Q U I ., O zoZ Q=Oz� � 2 —j cy) �-- ��'1► 1 V. J L.1 I.JI ■ zCr)C)0-z .nDND� IcUa)v . W r Q r) z Q DATE 05 / 05 / 2019 SCALE 1 /4" = V-0" DRAWN B. K. JOB NUMBER SHEET A5 OF SHEETS Commun 1723.66 SF FIRST FLOOR INCLUDING THE GARAGE 54.17 SF FRONT PORCH F/7 / ] 281.78 SF REAR PATIO 0 320.18 SF OVERHANG AREA PER CALC. ON THIS SHE TOTAL PROVIDED LOT COVERAGE: 54.17 + 1723.66 + 281.78 + 320.18 = 2,379.79 SQ. FT. 3 SITE COVERAGE A6 1 /8" -1 '=0" Development Department Plann'ng Division - Cupertino CUPERTINO APPROVED Case # R-2019-017, Approval Body: D rector / Staff Approval Date 11/25/19 Signature Erikj Poveda Case Manager FRONT SETBACK F FRONT SETBACK Area CD 36.44 SF N IMPERVIOUS AREA CALCULATIONS: FRONT YARD AREA .................... 61' x 20...... 1,220.00 SQ. FT. MAXIMUM ALLOWABLE IMPERVIOUS .... 1 220 x 0140 .... 48 PROVIDED ........................ . 400 + 8 .44 ...... 486.4 SQ. FT. f�71 400.0�f%rl F DRIVEWAY L 86.44 SF WALKWAY IMPERVIOUS FRONT YARD CALC. A6 ) 111 20, 0„ UN -CC PC BE 4 OVERHANG AREA A6 1 /8" =1 '=0" I 0 T co 109.08 SF AREA "H" 8'-6"x12'-10" 179.67 SF AREA "I" 12'-10"x14'-0" 234.67 SF AREA "J" 7'-4"x32'-0" 1,020.79 354.78 SF AREA "K" 10'-4"x34'-4" SQ. FT. 47.28 SF AREA "L" 3'-10"x12'-4" 95.31 SF AREA "M" 7'-10"x12'-2" 2 SECOND FLOOR A6 1/8 IV /8" = 1 ,_0„ AREA "A" 17.42 SF 11.50 SF 17.42 SF AREA "A " 3'-2"x5'-6" GARAGE AREA 437.67 SQ. FT. 420.25 SF AREA "B " 20'-6"x20'-6" 60.00 SF AREA "C " 6'-2"x10'-0" 11723.66 522.72 SF AREA "D " 16'-2"x32'-4" HABITABLE 1,285.99 SQ. FT. 113.33 SF AREA "E " 14'-2"x8'-0" AREA SQ. FT. 578.44 SF AREA "F " 22'-10"x25-4" 11.50 SF AREA "G " 1'-6"x7-8" 1 FIRST FLOOR A6 1 /8" -1 '-0" PROVIDED FLOOR AREA RATIO FIRST FLOOR ......... 19723.66 SQ. FT. SECOND FLOOR ....... 15020.79 SQ. FT. TOTAL ................ 25744.45 SQ. FT. 0' 4' 8' 16' 32' Q co r_ 0 N 0 N rn No. Description Date 1 Pln'g. Dept. 09/05/19 W cc �--+ co N �C) VJ T T M M `V J Q (DU 00 Q U co o C'3 ., ^ U w ap @) U) O C) W J z UQIt WCz /w,U� T T 0 C� az U- LL W or) Q o < cc cn LL 0 w 0 U) z O Q J D U J Q U Q w rr Q 0 z . w C)�w�QcO LI C) �O zozO� Q=OzLr) IfJ�� 2 O-� (D�__ w zC)o0-z (j) DCT�I�- oc U O, U . W r Q 0 z Q DATE 05 / 05 / 2019 SCALE As indicated DRAWN B. K. JOB NUMBER SHEET A6 OF SHEETS L J 12200 ! Community Development Department Planning Division — Cupertino CUPLRTINO APPROVED Case # R-2019-017, Approva I Body: D rector / Staff Approval Date 11/25/19 Signature Erika Poveda Case Manager LEFT NEIGHBOR # 19200 TILSON AVE. RIGHT NEIGHBOR # 19220 TILSON AVE. _ r F- � • - ti. f � 1 ar.: . • 4.. �i+•.-.� , F• EXISTING BUILDING PHOTO OFFICE OF COUNTY ASSESSOR SANTA (CC LL A RA COUNTY, CA L I r C It IA -TILSON ---yam F AVENUE 61161 61 ! 61H TRACT N° 1$1 ! -• z DEL SOL.. UN. N_ 1I ICASA 61 [441�z? 21 20 1 !3 18 lY !s IS !4 13 0S M a V ti MI a fy P H I L as v +azl 'a' 'ruru Barr nr +ssa a 3B 4a 67 1.48 AC e 49 CUPERTINO UNION SOOL DISTRICT CH 2sa vm LANE ... ... ... ... ... err c r+va eaox�ae o� $ BARNHART m`p AVE- -+E_ 4. D. SE06WICK ELEMENTARY SCHOOL I S TRACT N° 2g2B CU PE RTINO UNION SCHOOL DISTRICT 3 FAIRGROVE 4001TION J �� STENDHAL--� LANE sso r 100' ?r2 I I.K 50 '1 9.531 AL. GR. 8.785 AC NET 4 3 Io Zt 1 25 T$ I EI Io Ia 7,$ X ~ �, a.o.s. r7frs �_L7ik_{`-ea-� S9 I- t-Sr-� F0 •�'- axe , sa " 1dP.i6 ggg n 92 q� I 64 67 I 66 E 67 I 68 1 69 � � 6 ••' 814.95 I f I Im 70 TT ..1 �35 ��... �_...69.0 1—... - E Eg I'• o I5 1 !x I 11 I 10 1 g I g 1 T t c ! g I 4 I y I 2 sv 30• sa' 11 Iw j 1a e.a n ee49 6a 3 x n1 A4�'�1` s ' I- T1 ffi 19 to I$ Eo Z o !$ S Iffi� IQ z IQ 1 Q �a I- I !" H AD YG R Q Y Eie 61 59 61PS I Sf I 59 Si9@ I 60 1 80 I 1 I I (4 1 415 LAMM E STONE - ASSESSOR a .raa - errs rv.r rwa aew roaa aor� sons smv ry meen,mt p+c a+s _ .}7 _ TRACT ° '553••• FAIRGROVE R, h r. 10,, kc ]77 — . -`— -- - -- - �— D'R I V6E — m Mm m o SH AOYGROVE COURT- '' HYDE AVE. '-•; h' 4 RRQpI[G RAVE DR.•';� n FERNGRCVE 0R.'•-; -,..E ItlE�IVlnwn %21 1 G I14G1%_1" %jn PROJECT SITE PROPERTY SUBJECT # 19200 TILSON AVE. # 19210 TILSON AVE. # 19220 TILSON AVE. PTOJECT TILSON STREET CD No. Description Date w Cc 1 N T T LU CIO J Q O E QUCO o C�w /CN. pCCf)o Q0� Wzw a� CIOUQ� 0 T 0 V az U— F.- LL w C/) Q o Q c/) LL Q w 0 C/ / O TO i 0 z ^w I..L C) C/ / w w C/ / z C/) w o �w>Qc0 0 w�QU 0 ., o zozo� Q=Oz� o� �O—� J� �w zC)o0-z ccUov . w r Q 0 z Q DATE 05 / 05 / 2019 SCALE 1 II = 10'-0" DRAWN Author JOB NUMBER SHEET A7 OF SHEETS } r + N. L .e _* r ;r TV 1 A- try , y Y \ \ \ \ \ -� ..-. Irk• \ \ IIIP pv •'' \ \ \ ` ` f L _ \ ,Y M1 =4•a. •,}may �} - � { .. \ \ \ \ ` \ ` qr I `� •r .ti• .L t MEN MAW p. ti. Y f 1 T 1 r Y ti n • ��r Imo- ►� �� .� ■��-� �i-��i-��i- � � �� I-11�•—■ ��—■►� �■��\�(�—\'��— � "��—N� —■� it �11► �1\ �1\ 1\ IN, -11�• ■�• ■�'■�•—■�•—■mon,�•—■�•—Yam•—■I \ ►�.` MINE 1 1 9 1 1 1 1 1 1 1 r S' ►v O 73 ACC \J) � RE GIST rn N L CCC ACC o v l S O /M \ w> 0 CQ.mm.w,nity Development Depa<ztment 773 J) 6 0 o Z z C1 Z Planning Division — CupehZo � Cl z Ng CUPERTINO 14 Case # R-2 - \ \5\ z iq ' �A r Approval Body: Director / Staff Approval Date 11/25/19 Signature Erika Poveda Case Manager a 0� D O /Z /� j 3 N' {� z O 7 _ N O U ^ i O N 0 O a to a m V • V • S O O C Ort n o z A\ •G O- _ • o—o {' {� O N O j Q -o 3 O O N V/ V \\ a 7 C 3 N o g o O N N D C o n 3 a a s (n M a m N rt v O \ \ o o 5 y N 0 ° o fD _ O N ll . 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SHOWROOM: 969 INDUSTRIAL ROAD., STE. "F" , SAN CARLOS, CA TEL: 844-537-3552 ROOF MATERIAL: BORAL ROOFING (800) 669-8453 BORAL 900 SLATE TILE CHARCOAL BLEND PRODUCT NUMBER 09420072 WOOD FENCE AROUND THE PROPERTY: 6-0" HT. MAX. ENTRY DOOR: SOLID CORE WOOD DOOR WITH TEMPERED GLAZING GARAGE DOOR: - _- MODERN GARAGE DOOR-- ANDARD ALUMINUM (BLACK FROSTED GLASS GARAGE DOOR Community Devellopment Department Planning Division — Cupertino Wit 07/20/181 klX YID N.T.S. MATERIAL BOARD ADDITION &A G FOR: ESIGNER: FAST CAD pprova! Body: DireFflRl: Staff pprovaf Dat'021104VSON AVE 1144 CEDAR GABLES DRIVE, SAN JOSE, CA 95118 MB gnaturg-WERT a CA 95014 APN:c3q-9,a►060 PH: (408) 806-7912 bkdrafting@comcast.net CUSTOM HOUSE FOR: TAJINDER SINGH & RAMNEET SANDHU 19210 TILSON AVE., CUPERTINO, CA 95014 AmPoNo # 375=40=060 ABBREVIATIONS: PROJECT DATA: RWL. RAIN WATER LEADER O.F.S OUT SIDE FACE OF STUD ZONING DISTRICT = R-1-6 PROVIDE AUTOMATIC FIRE SPRINKLER SYSTEM PER CBC CALIFORNIA RESIDENTIAL DS DOWNS INSIDE FACE OF STUD LOT SIZE = 6,099.53 SQ. FT. S/GD S/ SINK WITH GARBAGE DISPOSAL O.0 O.0 ON CENTER CODE SECTION R313. INSTALL A NFPA 13-D FIRE SPRINKLER SYSTEM UNDER SEPARATE SH. ENC. SHOWER ENCLOSURE CL CENTER LINE PERMIT. DOCUMENTS RELATED TO THE FIRESPRINKLER IS DEFFERRED ITEM. T.0 TIME CLOCK PL PLATE LINE FLOOR AREA RATIO: LION. UNLESS OTHERWISE NOTED P.T. PRESSURE TREATED ALLOWABLE = %45 OF LOT SIZE = 2,744.7 SO. FT. TYP. TYPICAL FL FLOOR PROVIDED = 2,744.45 SO. FT. = % 44.99 APPLICABLE CODES: VGDF VERTICAL GRAIN DOUGLESS FIR F.F.E FLOOR FINISH ELEVATION 2016 CALIFORNIA BUILDING CODE, 2016 CALIFORNIA RESIDENTIAL CODE WMP WATERPROOF MEMBRANE FF FINISH FLOOR "A6" 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA PLUMBING CODE WD WOOD PR PAIR SEE DETAILS ON SHEET WDW WINDOW R/A RETURN AIR 2016 CALIFORNIA MECHANICAL CODE , 2016 CALIFORNIA ENERGY CODE RM ROOM REFR. REFRIGERATOR LOT COVERAGE: 2016 CALIFORNIA GREEN BUILDINGSTANDARDS CODE, 2016 CALIFORNIA FIRE CODE W.W.F WOVEN WIRE FABRIC R/O RANGE OVEN CITY OF CUPERTINO ORDINANCE. GYP BD GYPSUM BOARD MICR MICROWAVE ALLOWABLE = 0145 OF LOT SIZE +IA. CEM. PL CEMENT PLASTER EX EXISTING %5 FOR OVERHANGS & PATIOS - - H.B HOSE BIB CLG CEILING PARKING SPACES: (TWO ENCLOSED) & (ONE UNCOVERED CARPORT) M/C MEDICAL CABINET BLDG BUILDING %50 LOT SIZE = 3,049.76 SQ. FT. ONSTRUCTION TYPE (V-B) MTL METAL DWG DRAWING PROVIDED = %39.01 OF LOT SIZE = 2,379.79 SQ. FT. OCCUPANCY (R-3U) GLV GALVANIZED JST JOIST GSM GALVANIZED SHEET METAL BM BEAM "A6" LAND USE: LOW DENSITY 1-5 DU / ACRE N.I.0 NOT IN CONTRACT HDR HEADER SEE DETAILS ON SHEET NUMBER OS STORIES (2) W.I.0 WALK-IN CLOSET INSUL INSULATION • BULIDING HAS SPRINKLER SYSTEM BOTT BOTTOM RATIO OF SECOND FLOOR TO FIRST FLOOR: PNL CO CONC. PANEL CONCRETE REQUIRED NOT GREATER THAN %66 PROVIDED 1,020.79 / 1,723.66 = % 59.22 SCOPE OF WORK CONSTRUCT NEW TWO STORY SINGLE FAMILY HOME W/ ATTACHED TWO CAR GARAGE PARCEL MAP PROJECT SITE OFFICE CF C D U N T Y A 5 5 E550R SANT A (CC LL A RA CO 11 NTT, CA LI F OR NIA _ -TILSON --u R - AVENUE 375 40 5UJ TRACT Ne 131K Q 1 I A Tg cash DEL soL...wal. rs 1 q' �M �$ ,ff i 0 0 1 ATI � 0 i �@ � gl I $� I � � � • $ � `y- ;i ii-Y -1----�T- zz ! eD ,o ! r . .;- ;MIL LANE . —... W y' 9. §7 BARN11ART —�yb-- AVE. CUPERTIa a] L DI ANION SCHOOL SCHOOL DISTRICT :1k D. SEDGWICK ELEMENTARY SCHOOL 1 Q y S2SCHOOLr © L TRALT Ha 28�8 CU PE RT IN❑ UN]ON OIgTRICT � IL FAIRGRQVE ADDITION p STENDHAL —a A LANE •'�- II es 1• -,00' 9.531 AC GR. j 1 rsr 1 w N sv ,� Y� 8.7a3 AC. NET I+ a in 1@ <-I� wos- rri a it I a0 69 I E6 I Li If se e] �' S� - ] 99 aE ] a] a4 .1.iT�...TTS§�f '�T—...��:.-Taa'✓>—rE- .sv l !l I ,p �.. �i s sr iQ � 11 19 IS z I= !s —SHADYSROVE -- " .�A .,,, �_ e . cw mrr .ary Amm�..T TRACT 4 2535••• FAIRpiDYE � R e i. taq 5.c S�E1 -- - - -�. 511AOTGROVE CDURT HYDE AVE. f, BROO KISRDVE oR �';^ EERNGFPVE OR Q J$ Community Deve�1 Plann ng Divisi CUPERTINO AppIa Case # R-2019-0 Approva I Body: D rector / Staff Approval Date 11/25/19 Signature Erika Poveda Case Manager rt 0 FIRE SPRINKLERS REQUIRED: An automatic residential fire sprinkler system shall be installed in one -and two family dwellings as follows: -In all new one - and two family dwellings and in existing one-two family dwellings when additions are made that increase the building area to more than 3,600 sq. ft. (Exception: A one-time addition to an existing building that does not total more than 1,000 sq. ft. of building area. NOTE: the owner(s), occupant(s) and any contractor(s) or subcontractor(s) are responsible for consulting with the water purveyor of record in order to determine if any modification or upgrade of the existing water service is required. A state of California licensed (C-16) fire protection contractor shall submit plans, calculations, a completed permit application and appropriate fees to this department for review and approval prior to beginning their work. Section permit application and appropriate fees to this department for review and approval prior to beginning their work. "CRC Section 313.2 as adopted and amended by "CUPMC". WATER SUPPLY REQUIREMENTS: -Potable water supplies shall be protected from contamination caused by fire protection water supplies. It is responsibility of the applicant and an p pp p Y pp Y contractors and subcontractors to contact water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design of any water -based fire protection systems, and / or fire suppression water supply systems or storage container that may be physically connected in any manner to an applicant capable of causing contamination of the potable water supply of the purveyor of record. Final approval of the system(s) under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant(s). 2010 CFC section 903.3.5 and health and safety code 13114.7 CONSTRUCTION SITE FIRE SAFETY: -All construction sites must comply with applicable provisions of the "CFC" chapter 33 and our standard detail and specification "SI-7" provided appropriate notations on subsequent plan submittals, as appropriate to the project. CFC chp, 33. ADDRESS IDENTIFICATION: -New and existing building shall have approved address number, building numbers, or approved building identification placed in the position that is plainly legible and visible from the street or road fronting the property. These numbers shall placed in the position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic number or alphabetical letters. Numbers shall be minimum of 4 inches high with minimum stroke width of 0.5 inch. Where access is by means of private road and the building cannot be viewed from the public way. a monument, pole or other sign or means shall be used to identify the structure. CFC sec. 505.1 W do DRAWING INDEX Sheet Dumber Sheet Name ARCHITECTURAL AO COVER SHEET & SITE PLAN Al FIRST & SECOND FLOOR PLANS A2 ROOF PLAN A3 FRONT AND RIGHT ELEVATIONS ELEVATIONS A4 REAR AND LEFT ELEVATIONS A5 BUILDING SECTIONS A6 AREA CALCULATIONS A7 STREETSCAPE AND PHOTOS ** SURVEY T 1 PRELIMINARY BOUNDRY & TOPOGRAPHIC SURVEY MAP *** CIVIL C-1 COVER SHEET GRADING & DRAINAGE PLAN NOTES / DETAILS C-2 C-3 C-4 NOTES EROSION CONTROL PLAN C-5 C-6 CONSTRUCTION BEST MANAGEMENT PRACTICES ** LANDSCAPE L1 MASTER PLANTING PLAN L2 HYDROZONE PLAN L3 IRRIGATION PLAN 6'-0" HIGH WOOD FENCE, TYP. AS SHOWN B.B.Q. AREA REFER TO REAR 203' - 0"� ELEVATION FOR BUILDING ENVELOPE NEIGII-IBOR BUILDING "AC, LOCATION SEE SPECS ON "AT' T 5'-0" - FIRST FLOOR LEFT SETBACK PROVIDED o MIN. 36" DEEP CONC. LANDING GAS METER LOCATION 200 AMP. ELECTRICAL METER - 20226 GIRD 5'-0" - — FIRST FLOOR LEFT SETBACK REQUIRED AP 53 MD 201_71 1 201_60 20,54 BRIG 20,2, X FL EP 202,2 GRID 61,00' '� 2o45s 5' P- _E_ 20326 � _ Tr' ` B►I� _ Bw - 203.87 - } , . 2a327 ¢ w rn BYIr ;e Ir a ❑ ¢ GIRD a o • . _ w w ¢ ¢ > 203_UO CONY 60D X 2a3A0 X 21132X5 21113311 20375 X GIiD x - 0 LLI ? C, O W GRID GRID X� O LI N ¢ N F DOc a s 0 LL LL U I- a 20297 GIRD D[ G a w 203F ! CO > N Wa N Za UL N G Ww _ °`0 BY O W m O 40 N CC> CO O a29705 20324 I O M > w U N w y nY3_U4 M O _' O JOY ¢71�OD LL GRID X 1 20327 XGRD m X GIRD a CM () a 2035A T' r �47 X 2a355 w >o- Xc� OV Z a ¢m w ew -------c - - ---- ----- --- m-292 U�7; LL cn_ _---1 20323 C 20355 X a w cwn X I GRID X I C 2 CNIC13L56 arc In I I =z::7 t42 - ♦ - - - - - - - - - - - - �J I X 211m -- - ---- ---- ----- - - --- - - - - -� CIZ,�; ' x i COVERED 4' o°', i � i M Y I .{ PATIO I ' t _ ' 211256 I 1211 �j IL-- --- J GRID DW X - BALCONY AT ; :' izGX ° It16' - 10" I I 2ND FLOOR I I I PROVIDED BALCONY I I GRD I SETBACK I - _ _ _- _ - I I 2029, X I I 203A5 arc I i 20327 x 2Q3,9-•: t.-.-,•`' ...-�.'.='-�-'f GRID 10, -01 r I'"" FIRST FLOOR RIG ` 'l•SETBACK REQUIR Blac tt- 3' - 0" f I -II SECOND FLOOR LEFT SETBACK REQUIRED } 13' - 8' - ===,,SECOND FLOOR LEFT SETBACK PROVIDED � - � ZO w 20,5, GRID X . ADR.A0 e N1lr 01NI Il'¢; 15' - RIVEWAY" F PAVEW- Yl�a w >io CIS" z Q wIC ' o f) a 1 7, AA(1- o _q10 20,34 EP 22" HIGH WOODEN WALL TO BE REMOVED 3,, REFER TO REAR ELEVATION FOR BUILDING ENVELOPE 6'-0" HIGH WOOD FENCE, TYP. AS SHOWN 211362 GIRD - FIRST FLOOR RIGH SETBACK PROVIDED-:N FIRST FLOOR RIGHT - SETBACK PROVIDED r r o VJ NEIGHBOR BUILDING ' _A f •'-, " I --- -- t -' 13' - 0" - O z o .. •- t: SECOND FLOOR RIGH O coi a -'• .' SETBACK PROVIDE z I =: x� 12' 10" r NEW TREE W/ 24" BOX PER "CMC r CONY LINE ABOVE ,I ,•' ; , C1¢ �` `� �•: ' - SECTION 19.28.120" SEE ALSO SHEET "L1" LANDSCAPE PLAN -- 'SECOND FLOOF H N - - - T � r.•r , �. SETBACK REQ � t -N-A or D�� D 20781 VERED PORCH �a W?CW - - Do�� . I o 0 0 BUILDING AREA LEGENDS: U ao o --- � - ---y o Ir GARAGE C 01 o LU 0. l m Q! X Y 2ozsa �aClLL � a N W _ m GIRD x 1ST FLOOR LIVING CxUJ °°C M z CnoY `W NJ = o 2ND FLOOR LIVING q •n X zCJ LL LL �� ~ " o Ir ❑�� o 0O IM 2a226 GM o U_ 46 GM a GRID X PRIVACY VEIWSHEDS ` TREE PER SHEET "L1" Z D�Q❑ C7 iC G1 �Z iW � E DRIP L E jaa� a ° `� LL� T� 86`3 '49" 3 TREE WM �� 2a,_92 2no,5 202„ dl•YJ:'':. ; :';!'s;+'i;"r GIRD GM X 20209 GM 202M X X X wY Q D GM c CONCRETE SIDEWALK ETIREIEG 20C'S DW f `I�I `Dal l�l 20188 20 Fox, . , BRIG . , ?A152 201_60 F FL �154 201_62 EP EP CONT CONT TILSON AVE. (,VW:VAkiES) 2a,�6 :�9D11.$Nl X 201 M X AC ti&; AC 20197 A G AC "BASIS OF BEARING" 770.20' S86 D 38' 49"E 1 SITE PLAN AO 1 /8„ - 11111111110„ X"M AC 0' 4' 8' 16' X202,7 AC 00 c'? 0 N 0 32' 16 No. Description Date 1 Pln'g. Dept. 09/05/19 \W / Cc �--+ 000 N T W IMI\ `V I J CO Q `-0 E QUA 0 C'3W'@) cr C) o O LUzJ LU CZ CUQI_-0 T O 0 az U- I.- F. LL W C/) Q (D < cc V) LL Q W 0 z Q J 0- W W W W W > O U 2 z C/) w w C:)�>Q LU o Q C) I zOz0Nt Q=Oz0,5 � �2J C'7 O F_ LLJ zU) o 0- z cnDND� cc CU rn C) . LU r Q 0 z Q DATE 05 / 05 / 2019 SCALE 1 /8" = 11-011 DRAWN B.K. JOB NUMBER SHEET AO OF SHEETS CUPERTINC Case # Appro� Appro-�, SignatL No. Description Date w � 4-1 00 (1) N T T wM� CZ J Q (D E aUco o C� w /CN. o DC QO� C� Wzw cz UQL� Itc/) T T O C� Qz U- � LL w C/) Q Q F LL Q w 0 rr O O J H r) z cn Oz UQ wJ �� 06 Cn H 0 z w o �w>Qo w� Q U w ., o zo Z Q=O z Lo �J� �2 � O-� F---w (DF--- z_c)o0-z c/) D c\l ccUov w T Q 0 z Q DATE 05 / 05 / 2019 SCALE 1 /4" = 1'-0" DRAWN B.K. JOB NUMBER SHEET Al OF SHEETS CUPERTINO Case # "AC" UNITS INFORMATION: CARRIER INFINITY PRODUCTION MODEL: 24VNA9 INFINITY 19VS CENTRAL AIR CONDITIONER Specifications EFFICIENCY • Up to 19 SEER • Up to 12.5 EER • Select sizes achieve ENERGY STAR® qualificationsl PERFORMANCE • Optimal summer dehumidification when managed by the Infinity® Touch control • - t e o operation as low as 25% capacity up to 100% • d;�R s low as 56 decibels2 1 • san smoot ram up to higher operating speeds TECHNOLOGY • Integrated inverter control drives compressor and fan motor • Designed for highest efficiencies when part of a communicating Infinity system but compatible with 2-stage thermostats and suitable non - communicating indoor products for 2-stage operation • System protecting high and low pressure switches • Sound reduction: pressure equalizer valve, soft start, compressor sound blanket, Silencer System IITM design and forward swept fan blades • Filter drier • Infinity level advanced diagnostic intelligence • Recommended control: Infinity® Touch control CAPACITIES • 2-5 ton REQUIREMENTS • 208-230 V AESTHETICS • Heavy -gauge, galvanized steel construction • Baked -on, durable powder coat paint • Steel, louvered coil guard Community Development Department Plannlljng Division — Cupertino APPROVED R-2019-017, Approval Body: D rector / Staff Approval Date 11/25/19 Signature Erika Poveda Case Manager PLP FRC rf',\ROOF PLAN A2 1 /4" - 1 '-0" R 0' 11 5' 10' 20' 0 0 N a N 6 No. Description Date 1 Pln'g. Dept. 09/05/19 W co N VJ MT W V J 1 I` `V J Q c.0 E CID QUco 0 (DW /CN. crCf)o QO� Wzw CZ UQU� T T O C� az U- LL W � Q �_ Q � c/) LL Q W 0 Z Q J 0- H O O 0 Z C/) LI O ~w>a0 w�QU �o ZOZO� Q=OZ Lr) cl�J�� 2 (D��w Zcr)C:)0—Z cn N=)0- cc U rn U - W T Q 0 Z Q DATE 05 / 05 / 2019 SCALE 1 /4" = 1'-0" DRAWN B.K. JOB NUMBER SHEET A2 OF SHEETS GARAGE T.P. 213' - 6" GARAGE 202' - 6" Community Development Department Planning Division — Cupertino CUPLRTINO APPROVED Case # R-2019-017, o u r Approva I Body: D rector / Staff Approval Date 11/25/19 Signature Erika Poveda Case Manager BUILDING HIGHEST POINT 12 3 SKYLIGHT PER PLAN ~w zo^ acco 0 N DOWNWARD SHIELDED N Z J SKY FRIENDLY LIGHT — 8 ¢ LU FIXTURES OR SIMILAR00 1 00 co O N F Z VINYL WINDOW TYP., Cl) J =oa 2LL _ O _ CO 4C- ir) . . Cl) O 2 3 - 0 W I`M 6 01 00 , r � O W a T o a JLL 0 0 202' - 3" STONE VENEER, CARRIAGE TYPE CONC. NATURAL TYP. U.N.O. WD. GARAGE DOORS LANDING I GRADE AND STEP y 3� PORCH T.P. 203' - 8" 12 3 0 0 C'9 co 203' - 0 1 /2" • Exterior Walls: Sherwin Williams - Repose Gray SW7015 • Windows Trim - Sherwin Williams - Repose Gray SW7015 • Roof Tile Color : Dark Gray/Charcoal MIN. 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 1/2 INCH NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND AND PLACED IN A POSITION THAT IS PLAINLY VISIBLE FROM STREET FRONTING THE PROPERTY. (CRC-R319.1) ROOF MATERIAL — — PER ROOF PLAN 12 3 COLORED STUCCO WALLS TYP. U.N.O. VINYL WINDOW TYP., 1 x WOOD TRIM O 11/z iY) _ � F � N 11-01 -_ 12 �-<DA -� 3 o � N _ � W ' Z LALAI I J - O I— Iw o a O I VM PREFABRICATED FOUNDATION TRIM REGISTER, TYP., • _\ 1 FRONT ELEVATION NORTH A3 1 /4" = 1'.0" F-1 w o OQ^ o 0. Cl) 00 Z J N w N > > Q m Z 0 — =oa (D Lcc L V 2 2 " , RIGHT ELEVATION A3 i 1 /4" = 1 '=0" ES -12 3 r — - 218' - 6" 217'-0" 0 v GUARDRAIL MIN. 42" ABOVE THE BALCONY LEVEL 12 ®®® E own 7 NATURAL GRADE 11" 0 b) roof 224' - 2" PORCH T.P. 216' - 6" � COND FLOOR 215' - 2' 1ST -CEILING t1 214' - 0" Lu4 - u \� ENTRY PORCH 203' - 8' _ roof 224' - 2" SECOND FLOOR N 215' - 2" _r 1ST -CEILING 214' - 0' 204' - 0" LU acro CM 00b ci r ZJW L � CC m F- LO N FZo Xa LL 0' if 5' 10' 20' 0 N rn No. Description Date 1 Pln'g. Dept. 09/05/19 w > Cc co N �TTJ w � CV V/ I J Q O E QUco o CD w C @) cr QO� vJ C UjzJ CZ CU� V)Q^1--0 T T O C� az U- F.LL W (n V vJ L Q W CJ ) z _O I— w� Jz wo C� Q > LL w C) J zw I— z O LL 2 z Cn w �W>Qc0 w�QU O I -o zoZ0 Q=Oz_L0 6 2 J w O [-.-w� zC)C)0-z cc CU 0')U . w r Q 0 z Q DATE 05 / 05 / 2019 SCALE 1 /4" = 1 '-0" DRAWN B. K. JOB NUMBER SHEET A 3 OF SHEETS roof — 224' - 2" LA SECOND FLOOR 215' - 2" i\ 1ST -CEILING �T 214'-0" jk FIRST FLOOR 204' - 0" Community Development F Plannjng Division - Ci CUPLRTINO APPROVED Case # R-2019-017, J,KIV6&WNT4drjW Approva I Body: D rector / Staff Approval Date 11/25/19 Signature Erika Poveda Case Manager 0 0 V v V GUARDRAIL MIN. � 42" ABOVE THE __ ° BALCONY LEVEL I c¢ 12 — — 3 F_ 1 — �- _ 6'-0" HIGH WOOD FENCE TYP., U.N.O. roof _ 224' - 2" ROOF VENT PER SUN TUNNEL PER ROOF PLAN, TYP. ROOF PLAN 12 3F 0 � o — — NATURAL GRADE FOUNDATION VENT BLOCK REGISTER, TYP., U.N.O. COLORED STUCCO WALLS TYP. U.N.O. 0 SECOND FLOOR 12 215'-2" 1 .�~N 3 1ST-CEILING- 214'-0" -- — -- 1 N 0. o 1 0 0 0 203' 3" i, jk 204STOFLOOR ROOF MATERIAL PER ROOF PLAN 12 o Zo^ o 0 _ accc v ! 0 N r Z J -. _. 5pa -- �. - -- - - --- - - -- - - N mZO =oa- 0, LL 2AIL Ll "AC" LOCATION CONC. PAD 1 CONC. LANDING El ri__ LEFT ELEVATION (EAST) A4 1 /4" = 1 '-011 — h �--�-�� -•--�= �=sue ��_ .�^= ��—�_ -s � . ■I■I■I■I■I■I■�I■I■I� ®®®EW FOUNDATION VENT BLOCK REGISTER, TYP., U.N.O. GAS METER 12 3 REAR ELEVATION (SOUTH A4 1 /411 = 1 '-0' 1 N VINYL WINDOW TYP., DOWNWARD SHIELDED SKY FRIENDLY LIGHT FIXTURES OR SIMILAR COLORED STUCCO WALLS TYP. U.N.O. _ PORCH T.P. 216' - 6" 213' 0 0 00 r 0 r GARAGE 202' - 6" 200 AMPS ELECTRICAL METER STONE VENEER, TYP. U.N.O. 6V�4�'HGFH 11 1 �F:OpF � 1 12 �I 213'-0' �3 a 1MV — a �— — GARAGE T.P. o I 0 N 1 I 1 0 0 o r r � Iola MINIM E.211—=12 a.. PORCH 203' - 8" 0' 11 5' 10, 20' o N 0 N rn No. Description Date w > Cc co N �� v J r Ln U J Q (D mUCIO 0 �Q V�w )^ap V0 Wzw CU�Q^I_-0 VJ r r O 0 az U- F.LL w � ^ �J J o < 0� V) LL Q w 0 U) z O Q w w LL w J 0 z w z C/) w o �w><(D U 0 Q CU I O zoZ Q = O z Lo 0�06 J�� F_ 'I'1► V � W zC)o0-z C/) DN�� cc CU o U . w r Q 0 z Q DATE 05 / 05 / 2019 SCALE 1 /4" = 1 '-0" DRAWN B K JOB NUMBER SHEET A4 OF SHEETS Community Development Department Planning Division — Cupertino CUPLRTINO APPROVED Case # R-2019-017, Approva I Body: D rector / Staff Approval Date 11/25/19 Signature Erika Poveda Case Manager ROOF MATERIAL PER ROOF PLAN INSUL PER TITLE 24 ROOF VENT a SKYLIGHT PER REPORT, TYP. U.N.O. 12 — - ROOF PLAN ROOF FRAMING PER 31 STRUCTURAL DRAWINGS, - PAINTED TYP. U.N.O. — 12 METAL 13 GUTTER roof 224' - 2" ❑ ❑ EIEI BEDROOM F BED OOM NI 1.2 NO 2 o N .3 0 i� lec K-j 12 E:1 E v3 12 SECOND FLOOR N m� �3 N 215,-2" - z r 1ST -CEILING GARAGE T.P. w GA - G LU 214' - 0" FLOOR FRAMING PER _� LL STRUCTURAL PLANS = CL'G. JSTS. PER 6'-0" HIGH STRUCTURAL PLANS WOOD FENCE TANKLESS 2 CAR F Y R CID& GUEST p WATER HEATER GARAGE BATH S RS FURNACE O/ MIN 18" HIGH PLATFORM PEI _ CONC. SLAB PER FIRST FLOOR STRUCTURAL PLANS 204' - 0" H ;— � ONE r r RA6"E — d �� 202LI - 18" MIN. HIGH CRAWL SPACE CONC. FrG. PER STRUCTURAL DRAWINGS, _TYP. U.N.O.. _NATURAL INSUL PER TITLE 24 - - —GRADE LINEPORT, TYP. U.N.O. 1 CROSS SECTION NO. 1 1 A5 1 /4" - '-0" SKYLIGHT PER ROOF FRAMING PER ROOF PLAN STRUCTURAL DRAWINGS, TYP. U.N.O. — ROOF VENT ROOF MATERIAL PER ROOF PLAN _ 36"x60" SKYLIGHT PAINTED _7 METAL OPENING GUTTER _ roof 224' - 2" INSUL PER TITLE 24 REPORT, TYP. U.N.O. o — MIN.42" I GUARDRAIL BY -- -- ------ BATH L 1 M THE OWNER NO 2 o< BE 2 6RC6 T.P. C SECOND FLOOR - in ma 215'-2'• CL'G. JSTS. PER N Z STRUCTURAL PLANS w 1ST.- 0 � Hi 3= IL "TV" LOCATION COVERED 6'-0" HIGH 0 e WOOD FENCE PATIO DINING MIN.34"-38" 0 HIGH GLASS HANDRAIL BY o 0 0 0 0 0 R THE OWNER a a LB.B.Q. AREA ENTRY PORCH — FIRST FLOOR 203' - 8" a 4 204' -0 ,7M IF )=—,J CONC. SLAB PER_ _ STRUCTURAL PLANS 7� - T III III CONC. FTG. PER- INSUL PERT TITLE 24 NATURAL STRUCTURAL DRAWINGS,- - —REPORT,U.N.O.— —GRADE LINE P. - 1Ii IIi IIi III 2 CROSS SECTION NO.2 A5) 1/4 = 1 wo N 0 N 0 N 6 No. Description Date 1 Pln'g. Dept. 09/05/19 \W Cc co N C/)U� T T W M I J Q O E QUA o W CIO" \J V) O Qp� C) z J � UQ�-0 T T 0 az U- LL W C/) Q _V V J L Q W 112 C) z O CU w V z 0 J co D 0 z V J 1 1 I O 1 1�1 < w� O Q U I ., O zoZ Q=Oz� � 2 —j cy) �-- ��'1► 1 V. J L.1 I.JI ■ zCr)C)0-z .nDND� IcUa)v . W r Q r) z Q DATE 05 / 05 / 2019 SCALE 1 /4" = V-0" DRAWN B. K. JOB NUMBER SHEET A5 OF SHEETS Commun 1723.66 SF FIRST FLOOR INCLUDING THE GARAGE 54.17 SF FRONT PORCH F/7 / ] 281.78 SF REAR PATIO 0 320.18 SF OVERHANG AREA PER CALC. ON THIS SHE TOTAL PROVIDED LOT COVERAGE: 54.17 + 1723.66 + 281.78 + 320.18 = 2,379.79 SQ. FT. 3 SITE COVERAGE A6 1 /8" -1 '=0" Development Department Plann'ng Division - Cupertino CUPERTINO APPROVED Case # R-2019-017, Approval Body: D rector / Staff Approval Date 11/25/19 Signature Erikj Poveda Case Manager FRONT SETBACK F FRONT SETBACK Area CD 36.44 SF N IMPERVIOUS AREA CALCULATIONS: FRONT YARD AREA .................... 61' x 20...... 1,220.00 SQ. FT. MAXIMUM ALLOWABLE IMPERVIOUS .... 1 220 x 0140 .... 48 PROVIDED ........................ . 400 + 8 .44 ...... 486.4 SQ. FT. f�71 400.0�f%rl F DRIVEWAY L 86.44 SF WALKWAY IMPERVIOUS FRONT YARD CALC. A6 ) 111 20, 0„ UN -CC PC BE 4 OVERHANG AREA A6 1 /8" =1 '=0" I 0 T co 109.08 SF AREA "H" 8'-6"x12'-10" 179.67 SF AREA "I" 12'-10"x14'-0" 234.67 SF AREA "J" 7'-4"x32'-0" 1,020.79 354.78 SF AREA "K" 10'-4"x34'-4" SQ. FT. 47.28 SF AREA "L" 3'-10"x12'-4" 95.31 SF AREA "M" 7'-10"x12'-2" 2 SECOND FLOOR A6 1/8 IV /8" = 1 ,_0„ AREA "A" 17.42 SF 11.50 SF 17.42 SF AREA "A " 3'-2"x5'-6" GARAGE AREA 437.67 SQ. FT. 420.25 SF AREA "B " 20'-6"x20'-6" 60.00 SF AREA "C " 6'-2"x10'-0" 11723.66 522.72 SF AREA "D " 16'-2"x32'-4" HABITABLE 1,285.99 SQ. FT. 113.33 SF AREA "E " 14'-2"x8'-0" AREA SQ. FT. 578.44 SF AREA "F " 22'-10"x25-4" 11.50 SF AREA "G " 1'-6"x7-8" 1 FIRST FLOOR A6 1 /8" -1 '-0" PROVIDED FLOOR AREA RATIO FIRST FLOOR ......... 19723.66 SQ. FT. SECOND FLOOR ....... 15020.79 SQ. FT. TOTAL ................ 25744.45 SQ. FT. 0' 4' 8' 16' 32' Q co r_ 0 N 0 N rn No. Description Date 1 Pln'g. Dept. 09/05/19 W cc �--+ co N �C) VJ T T M M `V J Q (DU 00 Q U co o C'3 ., ^ U w ap @) U) O C) W J z UQIt WCz /w,U� T T 0 C� az U- LL W or) Q o < cc cn LL 0 w 0 U) z O Q J D U J Q U Q w rr Q 0 z . w C)�w�QcO LI C) �O zozO� Q=OzLr) IfJ�� 2 O-� (D�__ w zC)o0-z (j) DCT�I�- oc U O, U . W r Q 0 z Q DATE 05 / 05 / 2019 SCALE As indicated DRAWN B. K. JOB NUMBER SHEET A6 OF SHEETS L J 12200 ! Community Development Department Planning Division — Cupertino CUPLRTINO APPROVED Case # R-2019-017, Approva I Body: D rector / Staff Approval Date 11/25/19 Signature Erika Poveda Case Manager LEFT NEIGHBOR # 19200 TILSON AVE. RIGHT NEIGHBOR # 19220 TILSON AVE. _ r F- � • - ti. f � 1 ar.: . • 4.. �i+•.-.� , F• EXISTING BUILDING PHOTO OFFICE OF COUNTY ASSESSOR SANTA (CC LL A RA COUNTY, CA L I r C It IA -TILSON ---yam F AVENUE 61161 61 ! 61H TRACT N° 1$1 ! -• z DEL SOL.. UN. N_ 1I ICASA 61 [441�z? 21 20 1 !3 18 lY !s IS !4 13 0S M a V ti MI a fy P H I L as v +azl 'a' 'ruru Barr nr +ssa a 3B 4a 67 1.48 AC e 49 CUPERTINO UNION SOOL DISTRICT CH 2sa vm LANE ... ... ... ... ... err c r+va eaox�ae o� $ BARNHART m`p AVE- -+E_ 4. D. SE06WICK ELEMENTARY SCHOOL I S TRACT N° 2g2B CU PE RTINO UNION SCHOOL DISTRICT 3 FAIRGROVE 4001TION J �� STENDHAL--� LANE sso r 100' ?r2 I I.K 50 '1 9.531 AL. GR. 8.785 AC NET 4 3 Io Zt 1 25 T$ I EI Io Ia 7,$ X ~ �, a.o.s. r7frs �_L7ik_{`-ea-� S9 I- t-Sr-� F0 •�'- axe , sa " 1dP.i6 ggg n 92 q� I 64 67 I 66 E 67 I 68 1 69 � � 6 ••' 814.95 I f I Im 70 TT ..1 �35 ��... �_...69.0 1—... - E Eg I'• o I5 1 !x I 11 I 10 1 g I g 1 T t c ! g I 4 I y I 2 sv 30• sa' 11 Iw j 1a e.a n ee49 6a 3 x n1 A4�'�1` s ' I- T1 ffi 19 to I$ Eo Z o !$ S Iffi� IQ z IQ 1 Q �a I- I !" H AD YG R Q Y Eie 61 59 61PS I Sf I 59 Si9@ I 60 1 80 I 1 I I (4 1 415 LAMM E STONE - ASSESSOR a .raa - errs rv.r rwa aew roaa aor� sons smv ry meen,mt p+c a+s _ .}7 _ TRACT ° '553••• FAIRGROVE R, h r. 10,, kc ]77 — . -`— -- - -- - �— D'R I V6E — m Mm m o SH AOYGROVE COURT- '' HYDE AVE. '-•; h' 4 RRQpI[G RAVE DR.•';� n FERNGRCVE 0R.'•-; -,..E ItlE�IVlnwn %21 1 G I14G1%_1" %jn PROJECT SITE PROPERTY SUBJECT # 19200 TILSON AVE. # 19210 TILSON AVE. # 19220 TILSON AVE. PTOJECT TILSON STREET CD No. Description Date w Cc 1 N T T LU CIO J Q O E QUCO o C�w /CN. pCCf)o Q0� Wzw a� CIOUQ� 0 T 0 V az U— F.- LL w C/) Q o Q c/) LL Q w 0 C/ / O TO i 0 z ^w I..L C) C/ / w w C/ / z C/) w o �w>Qc0 0 w�QU 0 ., o zozo� Q=Oz� o� �O—� J� �w zC)o0-z ccUov . w r Q 0 z Q DATE 05 / 05 / 2019 SCALE 1 II = 10'-0" DRAWN Author JOB NUMBER SHEET A7 OF SHEETS Lli CUPERTII Case Appr( Apprc Signa FENCE SIG CONIC CURB SIG SIG POST GUTTER POST POST 201.99 201t2S 202.22 E0EP2.16 20EP1.96 201.66 2 1.51 011.32 LEGEND: ABBREVIATIONS: EP EP EP EP AC ASPHALT - - - - - - PROPERTY LINE AD AREA DRAIN EXISTING LOTS ANC ANCHOR "BASIS OF BEARING" CENTERLINE C&G CURB AND GUTTERCB CATCH BASIN S86° 38' 49"E EASEMENT LINE DW DRIVEWAY 770.20' ss SANITARY SEWER LINE EB ELECTRIC BOXEP EDGE OF PAVEMENT - - - -SD STORM DRAIN LINE AC SSM FH FIRE HYDRANT AC - off OVERHEAD POWER LINE RIM:202.45 X202.39 XA02.17 X X X AC GM GAS METER 202.80 y02.03 201.97 201.86 201.72 SS XSSN SS SS H2.45 AG SS SS SS J� SSAG SS Ar SS S�201.88 SS A01.86 SS SS x°c, SS SS SS SS WOOD FENCE GV GAS VALVE wv P.U.E. PUBLIC UTILITY EASEMENT m WATER VALVE PP POWER POLE TI LSON AVE COL) POWER POLE S.D.E. STORM DRAINAGE EASEMENT ONT XCONT ON TC FIRE HYDRANT SDMH STORM DRAINAGE MANHOLE 01.96 (R/W :VARIES) r SSMH SANITARY SEWER MANHOLE ONT CO CLEAN OUT CONCRETE 1 CONCRETEVG VALLEY GUTTER 1 WM WATER METER ROLL CURB \ ROLL CURB \ 202.20 202.18 C_ DW -- -- -- -- -- -- I--NFIrHRQR_ DRIVEWAY SCALE 1 "= 10' GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 i ch - 10 ft. XLL HO - mmuwrit� D��r�boprn�nt D�p�rtr��n� � Planning Division - Cupertino a4 APPROVED 19210 Tilson Avenue R-2019-017, r Cupertino, CA 1V I i I Body: Director / Staff APN : 375-40-060 1v I Date 11/25/19 tine Erika Poveda Case Manager NEIGHBOR BUILDING 40 HO HO HO HO X202.26 GRD I I IX202.60 GRD X203.02 GRD CONCRETE SIDEWALK 202.09 201.8 202.15 C_ 201.92 X C_ p XGRD Q GRID �j X20 .�� S$ �o ZJ" GR 201.7CA01 61.00 X�2.4TREE X202.43 GRDD DRIVEWA 7 GRD 202.29 XGRD 201.92 201.9a c GRID X EP /-� X202.81 202.: GRD X A C 202.75 XGRD GROUND 202.64 XGRD 2> 20 RD X202.90 202.1 202.40 XGRD 202.31CAC 202.18 E 202.4 4 X203.22 203.09 GR XGRD EP X X20 GROUND AG I X203.61 203.87 203,28 GRID XGRD I ER 3.39 X RD G GRID 2.81 BRCK_ 2 78 BRICK XG D BR 0�15 02.80 BRCK �ORC SSCO 20 203. W05BR�l,C D 2 N DX 02.68 X SSC �nA 97 FFG 1.56 201.51 D XGRD 201.8E GRD 2'�1.92 33 :.67 N = is GROUND X�02.12 RD *02.53 RD aft 203351 X D C B BUILDING CK67BRKN B KN 2494 FF= 204.12' O �203.34 STEP GARAGE FF = 202.45 O OI XBRICK 03.04 203.43 O T BRCK CNC OI r-BRICK Ab O 203.35 O N BCK 2 D2.40 O CANTER X 20 19 .1 G x 3.36 X203.35 C_ G B CK_ X 203.49 203.2 X CRAWLGNG 20 .92 X202.91 XGR 203.42 CRAWL X �5 GRID RAWL 4 ' X D 2 7 WOOD ACCESS c_ CX I LLAR X203.45 2 2.66 20284 X 58 XGRG D ONO BW .8 WOOD D 203.00 X202.67 C (G.47 BW .8 WOOD GRID CNC X C X203.23 202.74 GRID XG EM 552 X X202.87 --�X203 2 03.22 CON OC GRID X203.04 X VO L 202.85 GRID GR�C3 X� X GRID GRD O .58.8 WOOD [20 202.97 XGRD GRPYND 3. X203.25 XGRD 20 31XD 2 203.00 203.00 XGRD XCONT 60D XGRD GRID y O - W R WOOD 204.58 5' P.U.E. X203 GRD 53 61 0 0' 68 „2 �y82 X GRID . GPl - - - N86° _ 38' 49"W SMP ENGINEERS CIVIL ENGINEERS -LAND SURVEYORS 1534 Carob Lane Tel. (650) 941-8055 Los Altos, CA 94024 Fax (650) 941-8755 43 52 Scale: 1" = 10' Prepared by. X. X. Checked by: S.R. Date: 03-26-2019 Project No: 219037 W \ FN UNT14:0C IGHBOR JILDING 46 303�9 i- OH OH OH OH LAND fU, , RYAN A. MIX NO. 8743 s\ OF PRELIMINARY BOUNDARY AND TOPOGRAPHIC SURVEY MAP ISheet No: T-1 DISCLAIMER: SMP ENGINEERS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN. NOTE: THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1-800-642-2444). SURFACE FEATURES ARE LOCATED BY MEANS OF A STATION AND OFFSET FROM THE CONTROL LINE. BASIS OF BEARINGS: FOUND SURVEY MONUMENTS. RECORD INFORMATION WAS USED. PER RECORD MAP, BOOK:51 PAGE:10 WHICH IS FILED IN THE COUNTY OF SANTA CLARA RECORDER'S OFFICE. REFERENCED BENCHMARK: S.C.V.W.D. BENCHMARK # 136 ELEV= 203.93 (NAVD 88 DATUM) NOTES: 1. ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF. 2. THE GROSS AREA OF LAND OF RECORD IS 6,100.00 SQ. FT. f. 3. THE SURVEY WAS BASED ON A PRELIMINARY TITLE REPORT DOC.# 119050577 BY LAWYERS TITLE CO. DATED 1/25/2019, RECORDED IN SANTA CLARA COUNTY. 4. ALL EXISTING BUILDINGS ARE WOOD. 5. FOR PRECISE SPECIES OF TREES A CERTIFIED ARBORIST SHALL BE CONSULTED. O REVISIONS DESIGN BY DESIGN DATE CITY APPR. APPR. DATE CITY OF CUPERTINO i cU EXTERIOR WALL & WINDOWS TRIM: SHERWIN WILLIAMS PAINT MATERIAL SW7003 TOQUE WHITE sw 7003 Toque White WINDOWS: MANUFACTURER "PELLA WINDOW AND DOOR" EXTERIOR FRAME METAL CLAD DARK BROWN INTERIOR FRAME METAL CLAD WHITE TRIMS ARE 1x6 FLAT WOOD AROUND WINDOWS TYP. SHOWROOM: 969 INDUSTRIAL ROAD., STE. "F" , SAN CARLOS, CA TEL: 844-537-3552 ROOF MATERIAL: BORAL ROOFING (800) 669-8453 BORAL 900 SLATE TILE CHARCOAL BLEND PRODUCT NUMBER 09420072 WOOD FENCE AROUND THE PROPERTY: 6-0" HT. MAX. ENTRY DOOR: SOLID CORE WOOD DOOR WITH TEMPERED GLAZING GARAGE DOOR: - _- MODERN GARAGE DOOR-- ANDARD ALUMINUM (BLACK FROSTED GLASS GARAGE DOOR Community Devellopment Department Planning Division — Cupertino Wit 07/20/181 klX YID N.T.S. MATERIAL BOARD ADDITION &A G FOR: ESIGNER: FAST CAD pprova! Body: DireFflRl: Staff pprovaf Dat'021104VSON AVE 1144 CEDAR GABLES DRIVE, SAN JOSE, CA 95118 MB gnaturg-WERT a CA 95014 APN:c3q-9,a►060 PH: (408) 806-7912 bkdrafting@comcast.net } r + N. L .e _* r ;r TV 1 A- try , y Y \ \ \ \ \ -� ..-. Irk• \ \ IIIP pv •'' \ \ \ ` ` f L _ \ ,Y M1 =4•a. •,}may �} - � { .. \ \ \ \ ` \ ` qr I `� •r .ti• .L t MEN MAW p. ti. 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PUBLIC UTILITY EASEMENT m WATER VALVE PP POWER POLE TI LSON AVE COL) POWER POLE S.D.E. STORM DRAINAGE EASEMENT ONT XCONT ON TC FIRE HYDRANT SDMH STORM DRAINAGE MANHOLE 01.96 (R/W :VARIES) r SSMH SANITARY SEWER MANHOLE ONT CO CLEAN OUT CONCRETE 1 CONCRETEVG VALLEY GUTTER 1 WM WATER METER ROLL CURB \ ROLL CURB \ 202.20 202.18 C_ DW -- -- -- -- -- -- I--NFIrHRQR_ DRIVEWAY SCALE 1 "= 10' GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 i ch - 10 ft. XLL HO - mmuwrit� D��r�boprn�nt D�p�rtr��n� � Planning Division - Cupertino a4 APPROVED 19210 Tilson Avenue R-2019-017, r Cupertino, CA 1V I i I Body: Director / Staff APN : 375-40-060 1v I Date 11/25/19 tine Erika Poveda Case Manager NEIGHBOR BUILDING 40 HO HO HO HO X202.26 GRD I I IX202.60 GRD X203.02 GRD CONCRETE SIDEWALK 202.09 201.8 202.15 C_ 201.92 X C_ p XGRD Q GRID �j X20 .�� S$ �o ZJ" GR 201.7CA01 61.00 X�2.4TREE X202.43 GRDD DRIVEWA 7 GRD 202.29 XGRD 201.92 201.9a c GRID X EP /-� X202.81 202.: GRD X A C 202.75 XGRD GROUND 202.64 XGRD 2> 20 RD X202.90 202.1 202.40 XGRD 202.31CAC 202.18 E 202.4 4 X203.22 203.09 GR XGRD EP X X20 GROUND AG I X203.61 203.87 203,28 GRID XGRD I ER 3.39 X RD G GRID 2.81 BRCK_ 2 78 BRICK XG D BR 0�15 02.80 BRCK �ORC SSCO 20 203. W05BR�l,C D 2 N DX 02.68 X SSC �nA 97 FFG 1.56 201.51 D XGRD 201.8E GRD 2'�1.92 33 :.67 N = is GROUND X�02.12 RD *02.53 RD aft 203351 X D C B BUILDING CK67BRKN B KN 2494 FF= 204.12' O �203.34 STEP GARAGE FF = 202.45 O OI XBRICK 03.04 203.43 O T BRCK CNC OI r-BRICK Ab O 203.35 O N BCK 2 D2.40 O CANTER X 20 19 .1 G x 3.36 X203.35 C_ G B CK_ X 203.49 203.2 X CRAWLGNG 20 .92 X202.91 XGR 203.42 CRAWL X �5 GRID RAWL 4 ' X D 2 7 WOOD ACCESS c_ CX I LLAR X203.45 2 2.66 20284 X 58 XGRG D ONO BW .8 WOOD D 203.00 X202.67 C (G.47 BW .8 WOOD GRID CNC X C X203.23 202.74 GRID XG EM 552 X X202.87 --�X203 2 03.22 CON OC GRID X203.04 X VO L 202.85 GRID GR�C3 X� X GRID GRD O .58.8 WOOD [20 202.97 XGRD GRPYND 3. X203.25 XGRD 20 31XD 2 203.00 203.00 XGRD XCONT 60D XGRD GRID y O - W R WOOD 204.58 5' P.U.E. X203 GRD 53 61 0 0' 68 „2 �y82 X GRID . GPl - - - N86° _ 38' 49"W SMP ENGINEERS CIVIL ENGINEERS -LAND SURVEYORS 1534 Carob Lane Tel. (650) 941-8055 Los Altos, CA 94024 Fax (650) 941-8755 43 52 Scale: 1" = 10' Prepared by. X. X. Checked by: S.R. Date: 03-26-2019 Project No: 219037 W \ FN UNT14:0C IGHBOR JILDING 46 303�9 i- OH OH OH OH LAND fU, , RYAN A. MIX NO. 8743 s\ OF PRELIMINARY BOUNDARY AND TOPOGRAPHIC SURVEY MAP ISheet No: T-1 DISCLAIMER: SMP ENGINEERS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN. NOTE: THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1-800-642-2444). SURFACE FEATURES ARE LOCATED BY MEANS OF A STATION AND OFFSET FROM THE CONTROL LINE. BASIS OF BEARINGS: FOUND SURVEY MONUMENTS. RECORD INFORMATION WAS USED. PER RECORD MAP, BOOK:51 PAGE:10 WHICH IS FILED IN THE COUNTY OF SANTA CLARA RECORDER'S OFFICE. REFERENCED BENCHMARK: S.C.V.W.D. BENCHMARK # 136 ELEV= 203.93 (NAVD 88 DATUM) NOTES: 1. ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF. 2. THE GROSS AREA OF LAND OF RECORD IS 6,100.00 SQ. FT. f. 3. THE SURVEY WAS BASED ON A PRELIMINARY TITLE REPORT DOC.# 119050577 BY LAWYERS TITLE CO. DATED 1/25/2019, RECORDED IN SANTA CLARA COUNTY. 4. ALL EXISTING BUILDINGS ARE WOOD. 5. FOR PRECISE SPECIES OF TREES A CERTIFIED ARBORIST SHALL BE CONSULTED. O REVISIONS DESIGN BY DESIGN DATE CITY APPR. APPR. DATE CITY OF CUPERTINO