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R-2022-018 Approved Plan Set Community Development Department SUPRIYA Planning Division - Cupertino (E)6' HIGH SPECIES: INDEX CUPERTIN APPROVED WOODEN FENCE PODOCARPUS PROJECT DATA HOME Case R-2022-018 52'-83/4" IN CILIOR-FERN A1 .0 PROPOSED SITE PLAN ASSESSOR'S PARCEL # 375-28-026 Applicatio um A2.0 10624 PR;OPERTYLINE- ,'WWWWWWW'._WWWWWWW_ NO. OF TREES TO BE PROPERTY LINE EXISTING SITE PLAN & FLOOR PLAN LOT AREA(AS/SURVEY): 5181 .17 S.F. Appro a I Body: Director/ Staff y -5' W PUBLIC�UTILIT EASEMENT_ . ' . ` PLANTED:2 JOHNSON Appro al Date 11/29/2 I°WWW W W y w W WW , °W ° `°'-'-yw`°`°y-y-,Wy� , ° MINIMUM PLANTING A3.0 PROPOSED FLOOR PLANS ZONING: R-1 -5 HEIGHT: 6' AVE/ Signat re Emi Su i am © (N)REAR YARD-','. , W Case M Hager MINIMUM PLANTING A4.0 PROPOSED ROOF PLANS SIZE: 15 GALLON CUPERTINO (N)REAR "' I SPREAD:20' (E) 6'HI H SETBACK MAXIMUM PLANTING A5.0 PROPOSED ELEVATIONS CA 95014 �� (N)REAR EXISTING USE: SINGLE FAMILY RES. wooDENFE cE ����„� DISTANCE: 25' SETBACK A6.0 PROPOSED ELEVATIONS LAND USE LOW DENSITY 1 -6(DU/AC.) �� 10 _ U) Ln c10 �J _-_ 1 _��� -f���_ A7.0 BUILDING ENVELOPE ELEVATIONS LVL+6" � � - ` N LVL 1 I \ W E T,IC' A8.0 BUILDING ENVELOPE ELEVATIONS -------- --------------- �_ NI FT , I �- EXISTING AREA (TO BE DEMOLISHED) A9.0 PROPOSED SECTIONS l EXISTING FLOOR AREA 1118.E S.F. co ' -- -- -- - -- I wW I _ O Al .0 EXISTING ELEVATIONS ' PRAYER - IETTA EXISTING CARPORT + STORE 340.57 S.F. Z ROOM I I INT.C. � -1 2 � N I + FAMILY ROOM � I I �� ' �� A11 .0 CONTEXT MAP EXISTING TOTAL AREA 1459.17 S.F. o BEDROOM-02 30 Al2.0 PROPOSED FIRST & SECOND FLOOR AREA DIAGRAMS FAR = FLOOR AREA = 1459.17 = 0.281 = 28.16% o C���_ OSED TREES LOT AREA 5181 .17 BATH- O TO RIVACY M.BATH i P OSED TREES BMP CONSTRUCTION BEST MANAGEMENT PRACTICES w 5, I v/ I I� � W P CTION FOR ; I i �,P1( �jig SS _ _ M.BEDRooM W TERH M ND FLOOR ' ' � PROTECTION FOR A13.0 CONCEPTUAL LANDSCAPE PLAN NEW AREA KITCHEN � - , ' .�' OWS z (N�SIIDE ND FLOOR PROPOSED FIRST FLOOR MAIN UNIT AREA � w I I I so I z SETBACK I 'O - cLosET\� DOWS (EXCLUDING GARAGE) Z WASHEt 1004.89 S.F. WASHe / I 5' 30° � 24 ' AS PER CMC 19.1 0.030 , LIVING o I W KIT E W D I >THE PORCH FLO R 9.W ; = ; . PROPOSED SECOND FLOOR MAIN UNIT AREA 901 .41 S.F. a 9 Ill 3 16 I l O I 16 W Y-0 I- o a HAS BEEN SHIFT D O' 99`8` 10„ ' -- ----- I v +1' " VII+6' __ I I I T-U-1 PROPOSED�30 I PROPOSED GARAGE AREA 423.90 S.F. U (j) TO 5'FROM PRO ERTY ' T �" R- OW Z LINE. (- )SIDE: 5 ' BEDROOM-3 , ���� PROPOSED ADU AREA 642.55 S.F. < 800 S.F. cn I \/I I O L L+1' EN'Y` Y 5, C/C I LOUNGE w W - S TBAC 13 n i , i ,\i t I I I mo _ 103' S�_`1 2„ PAe L SET I DISTANCE �/ �� TOTAL PROPOSED FLOOR AREA z 2 _ P I LIVING ROOM I BETWEEN PROPSOED 1 _ ' , K ' ' FIRST FLOOR AREA+SECOND FLOOR AREA+GARAGE AREA � U 7'-8 3/ „ TREES A I �� 5-33/4 I I I 1004.89 S.F. + 901 .23 S.F. + 423.90 S.F.= bA AS PER CMC 19.1 0.030 _ _ LVL+r-6" , I (N)SIDE 10 4 3/4 I�EI TT , (N)SIdE 2330.02 S.F. THE PORCH RO -I UNIT I ' -_ ___ SET BA K SPECIES: CUPRESSUSETBCK I FAU __ BATH-o�O O _-SET�P CK Z NTRY i SEMPERVIRENS- �' � , HAS BEEN SHIFT D LVL+r-6° I ACCESS FAR = FLOOR AREA = 2330.02 = 0.449- 44.9% TO 5' FROM PRO ERTY LVL+1 A u � ITALIAN CYPRESS _�__�I I �-1 � � - " NO.OF TREES TO BE I L 0 T AREA 5181 .17 w � ioN oRCH LVL+s° �- E u--� LVL+o PLANTED: 2 w . _ -- ±o BATH-01 i , I MINIMUM PLANTING , O w HEIGHT: 6' I BECiZtOOM-2 I w SECOND FLOOR TO FIRST FLOOR RATIO= S.F. AREA dN, w Z MINIMUM PLANTING Z LVL+6" E CLOSET �¢ �' SIZE: I5GALLON �- �I"" �. �' F.F. AREA+ GARAGE MINIMUM 5' ^ 7"y 1 2 z CAR GARAGE I mo. SPREAD:3'-6' I (N)SIDE = 9 01 .2 3 = w -__-__ I W MAXIMUM PLANTING FIRST I SETBACK I W 6 3 SETBACK TO B BEDROOM-ol , MAINTAINED T I O ( DISTANCE:5 FLOOR 15 0 1004.89 S.F. + 423.90 S.F. o\° 1.2-71/� � � I � E 6' HIGH I PROFILE I / ----------- \ i I I � N)SIDE" " I , BELOW , �ETBACK `� WOODEN FENCE �' `� I CODES 2 LVL±oa `� S I I1�{IE R /,� IL---------- --------------- I` ' SCOPE OF WORK ALL CONSTRUCTION SHALL COMPLY WITH: ( )SIDE I ' (E) 6 HIGH �i 2-9 3/ �5 S TBACK Imo__ ________ _________________� 1. DEMOLISHING THE EXISTING SINGLE STOREY 2019 CALIF. FIRE CODE NOTE: THE PLANS, WOODEN FEN E ��_ _ , - -- =�S ER------- - HOUSE AND REBUILDING A NEW 2 STOREY SWALE TERMINATI GAT �� CLEAN OUT 2019 CALIF. BLDG CODE IDEAS AND DESIGNS S ALE TERMINATING AT ONE. 2019 CALIF. RESIDENTIAL CODE SHOWN ON THESE -- '' - O - 20 � - - 1 'FROM PROPERTY LINE 30-11/2 2. DEMO PERMIT WILL BE APPLIED 2019 CALIF. MECH. CODE 10'FROM PROPERT LLNE � " _ � .w�.� �����_-_ / � � � SEPARATELY. DRAWINGS ARE THE N FRJI` (N) 3' xIGH �� �� ������ ( ) �,-. T (N)FRONT 2019 CALIF. PLUMB'G CODE a / SE _ 3. PROPOSING NEW ADU OF AREA APPROX. PROPERTY OF THE T W N Y HIGH SETBACK 2019 CALIF. ELEC. CODE WOODEN FEN E o �,� „�(1�T)FRON w DESIGNER. DEVISED 642.55 SOFT �0 - �? SETBAC �©-6 WOODEN FENCE 2019 CALIF. ENERGY CODES 4. PROPOSING MAIN DWELLING UNIT OF AREA 2019 CALIF. GREEN BUILDING CODES SOLEY FOR THIS I W 3�_ (N)DRIVEWAY �����J APPROX. 1906.12 SOFT. WITH 4 BEDROOMS PROJECT. PLANS & 4 BATHS. ANY OTHER APPLICABLE LOCAL & STATE (N) 'RONT Y,. jRD EXISTING ROLLED 5. PROPOSING ATTACHED 2 CAR GARAGE OF LAWS & REGULATIONS. SHALL NOT BE USED, .a_ CURB NEAR AREA 423.90 S.F. WHOLE OR IN PART, SIDEWALK TO BE FOR ANY OTHER (E)SPECIEE Pam_ INUS -PROPERTY LINE �' ,° PROPERTY LINE PROJECT PERSONS SITE MANAGEMENT RETAINED . - - - - - a. CONSTRUCTION SITE SHALL BE ENCLOSED BY OPAQUE FENCE AT ALL TIMES PURPOSE WITHOUT AIVIERICANA- DURING CONSTRUCTION. THE WRITTEN WHITE ASH TREE ---- 47-11 1/4" - b. NO CONSTRUCTION MATERIAL, EQUIPMENT, PORTABLE TOILETS, TRASH D.B.H.-3' WATER FENCE FOR(E) OWNER: CONTAINERS, OR DEBRIS SHALL BE PLACED IN THE PUBLIC RIGHT-OF-WAY. PERMISSION OF (E)SEWER METER TREE PROTECTION SUPRIYA C. A TRASH CONTAINER SHALL BE MAINTAINED ON SITE AT ALL TIMES AND DEBRIS RICHA MITTAL DURING 10624 JOHNSON AVE ON SITE WHICH COULD OTHERWISE BLOW AWAY, SHALL BE REGULARLY COLLECTED SIDE WALK CONSTRUCTION SIDE WALK SIDE WALK SIDE WALK CUPERTINO CA 95014 AND PLACED IN CONTAINER. PER CITY STD d. ALL CONSTRUCTION DEBRIS (WOOD SCRAPS AND OTHER DEBRIS, WHICH CANNOT BLOW AWAY) SHALL BE PILED WITHIN THE PROPERTY LINES OF THE PROJECT IN A CURB DETAIL 6-4(REFER CURB CURB CURB NEAT AND SAFE MANNER. REVISIONS BY SHEET A2) DESIGNER: e. THE PROJECT SHALL HAVE A SIGNAGE VIEWABLE FROM THE PUBLIC STREET ROLLED CURB THAT INDICATES THE HOURS OF CONSTRUCTION AS: MON-FRI FROM 7:30 AM TO n r RMG DESIGNS 6:PM, SATURDAYS FROM 9AM TO 5PM. REV 1: 06-10-22 RM WILL BE RETAINED 1/8" PROPOSED SECOND FLOOR SITE PLAN � RICHA MITTAL COMBUSTIBLE DEBRIS SHALL NOT BE ACCUMULATED WITHIN BUILDING. COMBUSTIBLE REV 2: 08-18-22 RM 1421 STEPHEN WAY DEBRIS, RUBBISH AND WASTE MATERIAL SHALL BE REMOVED FROM BUILDING AT THE SAN JOSE, CA 95129 END OF EACH SHIFT OF WORK. ECFC §3304.21 1/8" 'R (JPC��SF' L� �',.jRS'l, FLOOR SITE PLAN (408)505-2163 OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN REV 3: 09-20-22 RM _ GENERAL NOTES: ACCORDANCE WITH CFC §3304.6. 1. THE INTENT OF THESE DRAWINGS IS TO SHOW ALL NECESSARY ITEMS TO COMPLETE THIS R401.3 DRAINAGE, SURFACE DRAINAGE SHALL BE ARBORIST RECOMMENDATION: PROVIDING A FRONT DURING CONSTRUCTION, THE CONSTRUCTION SITE OR AREA MUST BE CLEAN UP AT STRUCTURE TYPICAL DETAILS & NOTES WITHIN THESE DRAWINGS APPLY TO SIMILAR CONDITIONS, DIVERTED TO A STORM SEWER CONVEYANCE OR YARD TREE AT ANY LOCATION IN THE FRONT UNLESS NOTED OTHERWISE. ALL WORK & CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE OTHER APPROVED PINT OF COLLECTION THAT THE END OF THE DAY IN ORDER TO PROVIDE FIREFIGHTER ACCESS IN THE BUILDING C YARD SETBACK PRESENTS A CONFLICT WITH THE BUILDING CODES, REGULATIONS, AND SAFETY REQUIREMENTS. FOR ITEMS, METHODS, AND/OR DOES NOT CREATE A HAZARD. LOTS SHALL BE IN AN EVENT OF A FIRE. EXISTING RIGHT-OF-WAY TREE. MATERIALS NOT SHOWN. THE MINIMUM REQUIREMENTS OF THE CURRENT UNIFORM BUILDING CODE, GRADED TO DRAIN SURFACE WATER AWAY FROM PROPOSED MAXIMUM LOT COVERAGE LANDSCAPE AREA J UNIFORM MECHANICAL CODE, UNIFORM PLUMBING CODE, NATIONAL ELECTRIC CODE , AND ALL FOUNDATION WALLS. THE GRADE SHALL FALL A ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OTHER LOCAL STATE AND MUNICIPAL CODES AND ORDINANCES SHALL GOVERN MINIMUM OF 6 INCHES WITHIN THE FIRST 10 ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF RMG DESIGNS ELECTRICAL SYMBOL 2. RMG DESIGNS IS NOT RESPONSIBLE FOR FABRICATION, ERECTION AND/OR SAFETY. THE FEET. PRIOR TO COMMENCING. BUILDING FOOTPRINT 2071 .37 S.F. EXISTING LANDSCAPE AREA 2573.74 S.F. CONTRACTOR SHALL COMPLY WITH ALL SAFETY REGULATIONS. VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS AT SITE PRIOR TO 3. THE CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY AND DEFEND THE OWNER, DESIGNER, EXCEPTION WHERE LOT LINES, WALLS, SLOPES CONSTRUCTION AND BIDDING. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ROOF OVERHANGS 481 .97 S.F. EXISTING CONCRETE AREA 1148.46 S.F. exterior light- water proof ENGINEER, AND HIS CONSULTANTS., AND EACH OF THEIR OFFICERS AND EMPLOYEES FROM ALL OR OTHER PHYSICAL BARRIERS PROHIBIT 6 METHOD AND MANNER OF CONSTRUCTION AND FOR ALL JOB SITE SAFETY DURING LIABILITY CLAIMS, LOSSES, OR DAMAGES ARISING OR SAID TO ARISE FROM THE PERFORMANCE OF INCHES OF FALL WITHIN 10 FEET DRAINS OR CONSTRUCTION. PATIO ---- floor lamp WORK DESCRIBED HEREIN. SWALES SHALL BE CONSTRUCTED TO ENSURE SLOPE ALL FINISH GRADES IN. 5% 5'-0" AWAY FROM STRUCTURE FOR POSITIVE 4. WHILE EVERY ATTEMPT HAS BEEN MADE TO AVOID MISTAKES IN THE PREPARATION OF DRAINAGE AWAY FROM THE STRUCTURE. DRAINAGE @ LANDSCAPED AREA & SLOPE GRADE 2% MIN. @ PAVED AREAS. PROPOSED LANDSCAPE AREA 1582.9 S.F. THESE PLANS, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. THEREFORE, THE IMPERVIOUS SURFACES WITHIN 10 FEET OF THE ALL WORK APPLIANCES AND EQUIPMENT SHALL COMPLY WITH C.E.C. TITLE 24 TOTAL LOT COVERAGE 2553.34 S.F. DIMENSIONS AND SPECIFICATIONS OF THESE PLANS SHALL BE VERIFIED BY THE BUILDING FOUNDATION SHALL BE SLOPED A RESIDENTIAL ENERGY STANDARDS. DRAWN • PERMISSIBLE MAXIMUM LOT COVERAGE IS 50% (INCLUDING PROPOSED CONCRETE AREA 1538.43 S.F. OWNER/CONTRACTOR PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, AND ANY DISCREPANCIES MINIMBUILDING.OF 2 PERCENT AWAY FROM THE ADDRESS NUMBERS ON BUILDING SHALL BE CLEARLY VISIBLE FROM STREET OR BA o SHALL BE BROUGHT TO THE ATTENTION OF RMG DESIGNS. ROAD FRONTING THE PROPERTY. MIN. 4" HIGH X 1" WIDE PER CRC R319. ROOF OVERHANGS). 5. THESE PLANS HAVE BEEN DRAWN TO COMPLY WITH THE CLIENTS SPECIFICATIONS, AND ANY NO CONSTRUCTION EQUIPMENT OR PRIVATE VEHICLES CHECKED CRC 401.3 LOT SHALL BE GRADED TO DRAIN SHALL PARK OR BE STORED WITHIN THE DRIPLINE OF ANY ORDINANCE PROTECTED • ACHIEVED LOT COVERAGE IS 2579.1E S.F. CHANGES MADE TO THEM AFTER PRINTS ARE MADE SHALL BE DONE AT THE CLIENTS EXPENSE. RM THIS IS IN COMPLIANCE WITH THE LANDSCAPE SURFACE WATER AWAY FROM FOUNDATION TREES ON SITE. LOT COV.AREA=2553.34=0.493=49.3%<50% Rainbow House 6. ALL WORK SHALL R THE BEST OF THEIR RESPECTIVE TYPES, AND CONTRACTORS SHALL BE WALLS. THE GRADE SHALL NOT BE FEWER THAN DATE LOT AREA 5181.17 ORDINANCE. Famiiy()aycare� RESPONSIBLE FOR OBSERVANCE OF ALL STATE, COUNTY, AND LOCAL, BUILDING CODES. ANY CONSTRUCTION WITHIN THE CITY RIGHT OF WAY MUST HAVE AN APPROVAL P,¢ 7. FIRE, VANDALISM, AND THEFT, INSURANCE BY OWNER, PUBLIC LIABILITY AND WORKMAN'S 6 INCHES (152MM) WITHIN THE FIRST 10 FEET PERMIT FOR CONSTRUCTION IN THE PUBLIC STREET PRIOR TO THE COMMENCEMENT 04-15-22 5°c COMPENSATION INSURANCE BY CONTRACTOR. (3048MM). WHERE LOT LINES, WALL, SLOPES OR OF THIS WORK. THE PERFORMANCE OF THIS WORK IS NOT AUTHORIZED BY THE SCALE �orc 10624 Johnson 8. THE JOB SHALL BE LEFT BROOM CLEAN, WITH WINDOWS AND FIXTURES WASHED AND ALL OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES BUILDING PERMIT ISSUANCE BUT SHOWN ON THE BUILDING PERMIT FOR FRONTYARD IMPERVIOUS AREA 'Ave,Cupertino,CA... DEBRIS REMOVED BY CONTRACTOR. (152MM) WITHIN THE FIRST 10 FEET (3048), INFORMATION ONLY. AS NOTED IMPERVIOUS AREA LEGEND 9. THE CONTRACTOR SHALL GIVE THE DESIGNER 48 HRS. NOTICE MINIMUM WHEN SITE DRAINS OR SWALES SHALL BE CONSTRUCTED TO JOB oP,¢ OBSERVATIONS ARE NECESSARY. ENSURE DRAINAGE AWAY FROM THE STRUCTURE. SUPRIYA FRONTYARD AREA 1154.23 S.F. or�yo 10. ANY AND ALL ENGINEERING AND SURVEY WORK REQUIRED IN CONNECTION WITH THIS IMPERVIOUS SURFACES WITHING 10 FRONTYARD CONCRETE AREA PROJECT AND SHALL BE BY SEPARATE CONTRACT BETWEEN OWNER/CONTRACTOR AND THE FEET(3048MM) OF BUILDING FOUNDATION SHALL "PRIOR TO ANY GRADING, SCRAPING OR TRENCHING WITHIN/UNDER THE CANOPY ALE BE SLOPPED NOT LESS THAN 2% AWAY FROM OF A PROTECTED TREE, A CERTIFIED ARBORIST SHALL BE RETAINED TO PROVIDE F 7, IMPERVIOUS AREA 565.19 S.F, ENGINEER OF CLIENT'S CHOICE. SUPERVISION AND RECOMMENDATION TO MINIMIZE POSSIBLE DAMAGE TO THE TREE. THE BUILDING. REST CONCRETE AREA 11. WHEN DISCREPANCIES ARISE BETWEEN ENGINEERING SPECIFICATIONS AND ARCHITECTURAL THE PROPOSED TRENCHING SHALL THEN BE APPROVED BY THE CITY OF SARATOGA SITE PLAN y� SPECIFICATIONS. THE ENGINEER'S SPECIFICATIONS SHALL GOVERN. PLANNING DEPARTMENT PRIOR TO COMMENCING DIGGING. EXCAVATION CUTS EXCEEDING 5 FEET TYPICALLY REQUIRE A PERMIT ALL • THE PERCENTAGE OF FRONTYARD AREA VS 1 THE SITE GRADING OR DRAINAGE SYSTEM WILL MANAGE ALL SURFACE WATER FLOWS TO KEEP EXCAVATIONS MUST CONFORM TO APPLICABLE OSHA AND CAL-OSHA IMPERVIOUS AREA IS 48.9% WHICH IS LESS VICINITY MAP WATER FROM ENTERING BUILDING R300.2.CRC REQUIREMENTS. THAN 50% AS PER THE REQUIREMENT BASIS ON CMC SECTION 19.124.030 A1.0 Community Development Department SUPRIYA LEE Planning Division — Cupertino CUPERTIN HOME APPROVED Case R-2022-018 10624 Application Number(s) Appro a I Body: Director/Staff JOHNSON Appro a I Date 11/29/22 52'-8 3/4" Signat re Emi Su i ama PROPERTY LINE AVE, Case M nager 5' CUPERTINO UBLIC UTILITY EASEMENT CA 95014 --------------- ------------------- ------- 6' HIGH WOOD N 22'-9 1/2" 6' H GH WOODEN ELECTRIC FE CE FEN E METER 28'-1" — i i 1- N _ — ECTR C o ETER O � ROpM — _ 5'-7 1/4" l DINING Clq 9-4„ � LIVING ROOM DINING I (E)31021 U � z / , o / 7 113/4 (E)3o68 Z v � EEDR°OM I C1 I � i TCx 4'-2 1/ 163' P2 103'-4 3/4" I I (E)3o68 to G STORE I I TER W STORE 6EDROO&I-2 ct (E)2928 " BEDRO pM 3 4'- cL 6'-31/4" I CL I I GAS i z (E)3]7211 BEDROOM-1 KITCHEN METER '-1 3/4" , _ CARPOT - w CL Tree Protection Area shall be 6 times the DBH of the tree Notes: in all directions from the face of the trunk. 1- See Tree Protection Requirements O I (Detail 6-2) for additional tree protection NOTE: THE PLANS, (E)2668 o requirements. IDEAS AND DESIGNS 6' HIGH WOOD N O SHOWN ON THESE FENCE (E) SEWER (E)31120 2- If there is no existing irrigation, see DRAWINGS ARE THE CLEANOUT (E)2668 Tree Protection Requirements for PROPERTY OF THE BATH watering requirements. DESIGNER. DEVISED / I I 4' HIGH WOODN 22 -4 1/2" 3- No pruningshall be performed except SOLEY FOR THIS FENCE 4' H GH WOODEN b approved arborist. HALL T BE USED, / �' ' T� I I I Y an pP PROJECT.O PLAN / 20'-61/2" FE E WHOLE OR IN PART, / 4- No equipment shall operate inside the FOR ANY OTHER protective fencing including during fence / BEDROOM-2 CL BEDROOM-3 a installation and removal. PURPOSE WITHOUT THE WRITTEN FENCE ON R.O.W. / PERMISSION OF TO BE REMOVED I I I 5- Any modification must be approved by PROPERTY NE_ RICHA MITTAL SPECIES: FRAXINUS \ I I I C—L the Director of Public Works_ AMERICANA- (`) Sh ^JEi< U n FENCE ON R.O.W. CL Tree Protection WHITE ASH TREE �"1� TO BE REMOVED fence: 4' High, D.B. - ' CLEANOUT METER clearly visible, r REVISIONS BY mounted on steel SIDE WALK (E)311211 (E)311210 � � r posts installed at 8, CURB o r 8.5" x 11 47-11 1/4" 10624 JOHNS NAVE sign / c � 2" x 6' steel posts 1/4" EXISTING FLOOR PLAN laminated in or approved equal plastic. A driven into the ground. minimum of one sign for each KEEP OUT 5" thick facing direction of TREE layer of mulch. the fence. Q PROTECTION AREA I, ;; - ' .I - Maintain existing " `- r ` / d -grade with the tree 1/8ii EXISTING SITE PLAN �� — -= - protection fence unless otherwise approved by the city. DRAWN BA CHECKED RM DATE 04-15-22 City of Cupertino SCALE !�► 5/27/2020 6-4 AS NOTED Standard Detail Approved By Date 1°B City Engineer JOB TITLE EXISTING FLOOR PLAN CITY STD DETAIL 6-4 FOR PROTECTION OF EXISTING TREE DURING CONSTRUCTION A2.0 nP� n �t� SUPRIYA Communi�y N��N����Z��N��,UVRS AT THE REQUIRED EGRESS B B PIanrIDKWU19K1,013L iMRE THAN 11/z"LOWER THAN THE HOME CuPeRTin TOP WP jbRESHOLD. (THE LANDING OR FLOOR ON FLOOR I-A SIDE SHALL NOT BE MORE THAN 7 3/4" I 0 0 R PAN NOTES Case - SHOLD PROVIDED THE DOOR LVL +6 INSTALL 5/8" TYPE "X" ONE- HOUR FIRE-RESISTIVE GYP10624 60tSt�"Ni�TG OV THE LANDING OR FLOOR.) LVL +1' BIRD ON GARAGE SIDE OF WALLS COMMON TO LIVING SPACE. Appro al Body: ORS OTHER THAN THE REQUIRED EGRESS i APPLY TO WALLS, POST AND BEAMS OF GARAGE ADJACENT TO JOHNSON PRO IDEE�WITH LANDINGS OR FLOORS (N)ELECTRIC AND SUPPORTING THE RESIDENCE. APPLIED VERT. OR HORZ. Appro a I Date %X91i_1EftTHE TOP OF THE NAIL W/6d COOLER OR WALLBOARD NAILS @ 7" OC W/ END AVE Signat re Emi i ahWLD. R311.3.212' �106 METER JOINTS 0/ NAILING MEMBERS. STAGGER JOINTS EA. SIDE. Case Manager HORIZONTAL OD RONTAL 3'-3 1/ " ) 3'-3 1/2" / OPENINGS AROUND GAS VENTS, DUCTS & PIPING @ EACH CUPERTINO ( 050 / V X �_-� / �,_\ FLOOR SHALL BE FIRE STOPPED ALL DUCTS IN GARAGE THAT PASS THRU LIVING/GARAGE CA 95014 C04 - - 3821Ttl ]� COMMON WALL SHALL BE 26 GA. STEEL OR THICKER i (N)40 '-6"i 6' 13'-5 1/4" TEMP IGLASS PROVIDE 1 3/8" THICK SOLID CORE DOOR W/ CLOSER FROM HORI ONTAL - - / (N) 050 GARAGE TO RESIDENCE. SLIDE / , H RIZONTAL PRAYER 1 HR RATED SLI ER 2'-81/2" (N)8030 2'-8 1/2" ALL INTERIOR WALLS SHALL BE COVERED WITH 1 2" GYPSUM ROOM W.I HEADER 8'2" / FIRE N SILL5'2" WALL BOARD EXCEPT OTHERWISE NOTED. WALL (N)2 30 HORIZONTAL FAMILY 00 HEA ER8'2" - SLIDER GYPSUM WALL BOARD SHALL BE INSTALLED PER 2019 CRC aa (N)286 / BEDROOM-02 (N 868 7 1 2 WALL HUNG WC SILL 5'2" (N)2068 702.3. > / NOT MORE THANSINGLE m a a 3'-10" (N)306 / - _3 (N)2868 TIN DEPTH. HUNGiv WALL COVERING SHALL BE CEMENT BACKER BOARD, TILE OR ope APPROVED EQUAL TO 72" ABOVE DRAIN AT SHOWERS OR TUB N WITH SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS I 21'-11 3/4" N TANKLESS WATER m 3' ( ) TO BE MOISTURE RESISTANT. H m o HEATER _ _ _ PROVIDE WATER RESISTANT GYP. BD. ON ALL "WET" AREAS. A _� 4"DIA SOL `� SOLAR (j) TEMPERED DRAFTSTOPING SHALL BE INSTALLED IN ALL ATTIC SPACES AND 6-6", _6 - 2° TUNNEL 206 GLASS SLIDING N 3030 `� M.BATH CONCEALED ROOF SPACES SUCH THAT NO HORIZONTAL AREA i SHOWER DOOR I3,-6"EADER 8-2" (N)2468 EXCEEDS 1,000 S.F. PER CRC R302.12 7 T-TORT70NTAT. -n �� o (N KYLIGHT SHOWER CONTROL & M.BEDRO M INTERIOR HANDRAILS & GUARDRAILS TO BE WOOD. (N)403 V L 1 -' �,, I EXTERIOR HANDRAILS & GUARDRAILS TO BE W.I. UNLESS NOTED. HORI ONTAL o FS M08 = SHOWER SPRAY ALL GLASS DOORS, GLASS WITHIN 24" OF DOORS & WITHIN 18" Z SLIDE 55 1 m 1 HR TEMPERED 3-6112" OF FLOOR, GLASS SUBJECT TO HUMAN IMPACT, ETC SHALL BE Q K TCHEN FIRE GLASS SLIDING 5'-2" \ SAFETY TEMPERED WALL o D SHOWERDOOR G EXTERIOR DOORS SHALL BE 1-3/4" THICK SOLID CORE. 1 30" 0" a 11 4'-31/2" CLOSET \� EXCEPTIONS: EXTERIOR DOORS 1-3/4" THICK WITH SOLID WOOD (j) (� m DISH- / SHOWER CONTROL& y PANELS NOT LESS THAN 9/16" THICK ARE A SATISFACTORY bA WAS HE N 3' (N)6050 SHOWER SPRAY t(N)2868 ALTERNATIVE TO A SOLID CORE DOORS. u) _ TEMP 8-101/2" Q bA IVING ROOM HORIZONTAL N 30 VENTILATING OPENINGS SHALL BE COVERED WITH METAL MESH A ' 2' 4' 9'-7 3/4" KITCHE SLI ER A GUARDS ON THE OPEN A �`, (N)2868 SILL ' "HEMA WITH MAX. 1/4" OPENINGS. - SIDE OF STAIRS SHALL I — — — �' u NOT HAVE OPENINGS EGR SS WINDOWS MARKED AS "EGRESS": EMERGENCY ESCAPE AND � 9 111 3 16 16 SINGE HUNG RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING c THAT ALLOW PASSAGE OF �I- 3'-O" OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR OPENING 7 LVL +1' " �, VIL+6" A SPHERE 4-3/8"IN T 4-11" _ HEIGHT SHALL NOT BE LESS THAN 24 INCHES. THE MINIMUM NET Z 1 HR RATED / � DIAMETER CLEAR OPENING WIDTH SHALL NOT BE LESS THAN 20 INCHES. . W FIRE g'_1" R- OW" [R310.2.1] EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL WALL `O ADU HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN )306 ENTRY LO NGE BEDROOM-3 44 INCHES MEASURED FROM THE FLOOR. [R310.2.2] I � 13 18'-9 3/4" LANDINGS OR FINISHED FLOORS AT (HE CRAWL SPACE ACCESS TO BE 18" X 24" MIN. TEMP GLASS X24 THE REQUIRED EGRESS DOOR SHALL I N N 868 HORIZONTAL N RAW ( NOT BE MORE THAN 11/z"LOWER 10' FIX D LASS ATTIC ACCESS TO BE 30"X 22" MIN. SLIDER ACE SET THAN THE TOP OF THE THRESHOLDr7( cc . (N)5040 (N)SKYLIGH�T o UP VELUX oo L VING ROOM (THE LANDING OR FLOOR ON THE _ 3'-6" 2 FSM08 r+ 3'-11/2" (N)2068 PROVIDE 2 X SOLID BACKING FOR RAILINGS, CABINETS, 3'-4 T EXTERIOR SIDE SHALL NOT BE MORE 11 5531 21'-113/4" 7111 °O PO ET 4' SHELVING, ACCESSORIES, ETC. AS NEEDED. LVL +6 BEDROOM-01 THAN 7 3/4"BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR (N)803 '� Do R SHOWER CONTROL& HEAD '2' SHOWER SPRAY EXTERIOR STUD WALLS TO BE 2 X 6 STUDS 16" O.C. ❑' _ DOES NOT SWING OVER THE (N)46 s / W/BATT INSULATION. (UNLESS OTHER WISE NOTED - CHECK r r SILL 5' ' BIFO D TEMPERED N LANDING OR FLOOR.) [R311.3.1] HORIZONTAL DOOR _ GLASS SLIDING FLOOR PLANS.) DOORS OTHER THAN THE REQUIRED SLIIIDElk LVL +1'-6" / MAIN i x SHOWER DOOR WINDOWS AND DOOR SIZES SHOWN ARE FOR DESIGN MAIN I x EGRESS DOOR SHALL BE PROVIDED I UNIT 3 N O �, PURPOSES ONLY. ACTUAL WINDOW & DOOR SIZES SHALL BE UNIT cN)5068 (N) 040 WITH LANDINGS OR FLOORS NOT FAU _ _ _ B TH-O FRAMED & SET PER MANUF. SPECIFICATIONS. TE P _ MORE THAN 7 3/4"BELOW THE TOP I NOTE: THE PLANS, 6'-7 /2" 10'-6" EGRESS O THE THRESHOLD.[R311.3.2] o N 54'x24 MAKE & MODEL NUMBERS SHALL BE CALLED OUT PER ENTRY i HORIZONTAL M ATTIC SUPPLIERS AND OR OWNER'S SPECIFICATIONS. WINDOWS TO IDEAS AND DESIGNS 3'-9' LVL +1 -6 I AccEss ( )246 _ SLIDER - 6'_� BE DUAL-PANED SHOWN ON THESE LVL+1' INSTALL ALL WINDOWS AND DOOR AS PER MANUF. DRAWINGS ARE THE T-5 3/4" N A U ( ) 030 2'-71/ )2868 SPECIFICATIONS I I 3 / , PROPERTY OF THE LVL +3" I F U 1 HEADER '2' (N)2868 LVL +0 IL 5'2" ATTICS WITH A VERTICAL HEIGHT OF 30" OR MORE DESIGNER. DEVISED FRONT PORCH 6 N (N)2868 L————— —J _ o IZO AL REQUIRES ACCESS. SOLEY FOR THIS I 1-3/8 THICK SOLID WOOD OP N OVERHEAD SAlER I ALL ATTICS ACCESS AREA 1/2" PLYWOOD PANEL FINISHED PROJECT. PLANS (N)3o10 N BATH-01 OR HONEYCOMB CORE W LVL ±0 TEMP GLASS 30' STORAGE FOR N 5030 WITH A GRADE SIDE TO THE OCCUPIED SPACE. PAINT TO SHALL NOT BE USED, HORIZONTAL 3' STEEL DOOR OR 20 MINUTES FAU AT 6'-6" HEADS 8'2" MATCH THE CEILING TO THE PLYWOOD PANEL. SLIDER E Q FIRE-RATED DOORS H IG T N O i SILL 5'2' WHOLE OR IN PART, (N)2 68 EQUIPPED WITH U o BEDROOM-2 HORIZONTALUNDER-FLOOR AREA SHALL BE VENTILATED BY OPENINGS FOR ANY OTHER OF A NET AREA OF NOT LESS THAN 1 150 OF - SELF-CLOSING AND 1 HR RATED o r" / PURPOSE WITHOUT YAT SELF-LATCHING DEVICES FIRE ° 2' 11' UNDER-FLOOR AREA. LVL +6 W WALL VENTILATED OPENINGS SHALL BE PROTECTED BY METAL THE WRITTEN PER CRC R302.5.1 2 PACE CLOSET m (N)6050 _ MESH WITH A 1/4" MAX. OPENING. PERMISSION OF T 9 1/2" HEADER 8'2° °° RICHA MITTAL 6-7 1/2" b (N)5040 '-8 / SILL 3'-81/4' FLASH ALL EXTERIOR OPENINGS WITH SHEET METAL TO 2 CAR GARAGE N EGRESS EXTEND 6" UNDER BUILDING PAPER BEHIND WALL OPENING. SHOWER N ROL 10 HORIZ NTAL SHOWER SPRAYSLIDE BEDROOM-01 I HORIZONTAL CABINET MANUFACTURER SHALL PROVIDE SHOP DRAWINGS TEMPERED SLIDER FOR CONTRACTOR, OWNER, OR HIS AGENT'S APPROVAL FOR REVISIONS BY ALL CABINET SIZES AND FINISHES, MATERIAL ETC.. SHOP GLASS SLIDING DRAWING SUPERCEDE ALL INTERIOR ELEVATIONS. SHOWER DOORREV 1: 06-10-22 RM z / SECOND FLOOR \ o MINIMUM 26 GAGE IN THICKNESS FOR ALL AIRDUCTS x PROFILE ABOVE w� , o PASSING THRU THE WALL TO THE GARAGE. REV 2: 08-18-22 RM 0 1 HR RATED Z x U0 FIRE/ LANDING WITH A WIDTH NOT LESS THAN THE WIDTH WALL N OF THE DOOR AND LENGTH OF THE DIRECTION OF 20' (N)GAS METER TRAVEL NOT LESS THAN 36",WILL BE PROVIDED ON LVL ±00 EACH SIDE OF THE DOORS 2' 2' 2' 16' 2 � `v I STAIRWAYS: 36" MINIMUM WIDTH, 7 3/4" MAX. RISE, 10" i (N)6050 MIN. RUN AND 6'-8" MIN. HEAD ROOM EGRESS GARAGE DOOR TOILETS TO HAVE MIN. 30" WIDE X 24" DEEP CLEARANCE. HORIZONTA (N)16068 SLfE)ER - - - - PROVIDE WALL CLEAN-OUT FOR ALL SINKS CEILING HEIGHT OF ALL ROOMS TO INCLUDE FLOOR FINISH. PROVIDE COMBUSTION AIR FOR SOLID FUEL BURNING APPLIANCES B B ► ATTIC FURNACE: MINIMUM OF 5' IN HEIGHT OF CLEAR SPACE. A CONTINUOUS ACCESSIBLE OPENING AND DRAWN PASSAGEWAY WITH A MIN. OF 22' X 30" IN SIZE OR AS BA 1/4" PROPOSED FIRST FLOOR PLAN LEGEND 1/4" PROPOSED SECOND FLOOR PLAN LARGER AS THE SMALLEST PIECE OF EQUIPMENT. MAX. 20 CHECKED FEET TRAVEL PATH AND 24" WIDE W/ SOLID FLOOR RM PASSAGEWAY. MIN. 30" X 30" WORKING PLATFORM IN FRONT OF THE ENTIRE FIREBOX. A PERMANENT ELECTRICAL DATE OUTLET AND LIGHTING FIXTURE. 04-15-22 1: PROPOSED EXTERNAL WALL (2X4 + CLADDING) SCALE SHOWER DOORS SHALL OPEN SO AS TO MAINTAIN AS NOTED NOT LESS THAN A 22-INCH UNOBSTRUCTED OPENING JOB 2: PROPOSED INTERNAL WALL (2X4) FOR EGRESS. SUPRIYA TITLE 3: 1 HR FIRE RATED WALL PROPOSED FLOOR PLAN 4: ADU HATCH A3.0 Community Development Department SUPRIYA Planning Division — Cupertino Y ROOF HOME CUPERTIN APPROVED (N)DOWNSPOUTS WITH OVERHANG Case R-2022-018 SPLASH BLOCKS Application Number(s) ROOF SLOPE 10624 Appro a I Body: Director/ Staff 2.75:12 JOHNSON Appro al Date 11/29/22 AVE Signat re Emi Su i ama I w w Case Manager - - - CUPERTINO O O CA 95014 1' ROOF OVERHANG ROOF PLAN NOTES III ROOFING: ASPHALT SHINGLE ROOF COLOR TO BE SELECTED BY OWNER. OVER 30 LB. ROOFING \ / FELT.INSTALL PER MANUF. SPECS. \ / ROOF SLOPE \ w FASTENERS FOR THE ROOFING SHALL BE m 4:12 CORROSION RESISTANT PER CRC R905.2.5 i 4RST FLOOR BUILT—UP ROOF, CLASS "A" \ l� 28 LB BASE PLY, ATTACHED MECHANICALLY 9" Ln o 'ROFILE BELOW \ 2' ROOF OC EDGES, AND 18" OC FIELD. INNER PLIES, o \ / OVERHANG 11 LB. FELT W/ MIN. 25 LB. MOPPING. 78 LB. (j) \ MINERAL SURFACE CAP SHEET. FLASH\ / w IN HI STEEL, U.O.N., AS REQUIRED JUNCTURE OF ROOF AND VERTICAL SURFACES. SEE SHEET \ / _ 2' ROOF METAL NOTES ON SHEET SP. z \ / I Cr OVERHANG VALLEY FLASHING: o 26 GAUGE GALV. STEEL OVER 15 LB. \ / FELT. CRICKETS SIMILAR. (j) U \ / / DOWNSPOUTS. �W \ / 2 1/4" DIA ROUND GALV. STEEL DOWN SPOUTS. \ PROVIDE BASKET STRAINER ADN SPLASH— BLOCK \ / AT EACH DOWNSPOUT. u \ / 0000 LGUTTERS: ?a \ / 5" GALV. STEEL GUTTER DOWNSPOUTS \ / COPPER METAL ROOFING, COPPER w GRANULE—CONTAINING ASPHALT SHINGLES AND x WITH SPLASH \ / COPPER GUTTERS SHALL NOT BE PERMITTED FOR USE w BLOCKS \ / ROOF SLOPE ON ANY RESIDENTIAL, COMMERCIAL OR INDUSTRIAL w \ / BUILDING FOR WHICH A BUILDING PERMIT IS REQUIRED. r , 4:12 PER CUPERTINO MUNICIPAL CODE SECTION 9.18.210. N 1' ROOF \ / Q THE AFOREMENTIONED COPPER APPLICATIONS ARE NOT OVERHANG \ / PERMITTED FOR USE ON ANY COMMERCIAL OR INDUSTRIAL BUILDINGS DUE TO THE POTENTIAL FOR SECOND FLOOR WATER POLLUTION FROM COPPER EXPOSED BUILDING PROFILE 2' ROOF STORMWATER RUNOFF. / \ OVERHANG / \ FOUNDATION VENTILATION CALC'S: I / (N)DOWNSPOUTS CRAWL SPACE AREA OF MAIN UNIT = 1004.89 SF / \ WITH 1004.89 S.F./ 150 = 6.69 S.F. VENTS SPACED EQ. / \ SPLASH 6.69 S.F. x 144 =963.36 SO. IN. VENTS REQUIRED. NOTE: THE PLANS, I \ ND DESIGNS FOR CROSS VENTILATION. USE 12 NUMBER 6"X 14" SCREENED IDEAS A / BLOCKS SHOWN ON THESE / \ FND VENTS OR APPROVED EQ. DRAWINGS ARE THE — / \ 12 X 6 X 14 = 1008 SQ. IN. > 963.36 SQ.IN. PROPERTY OF THE DESIGNER. DEVISED / \ — — — SOLEY FOR THIS / \ PROJECT. PLANS \ SLOPE SHALL NOT BE USED, / \ CRAWL SPACE AREA OF ADU = 642.55 SF WHOLE OR IN PART, / \ 642.55 S.F./ 150 = 4.28 S.F. VENTS SPACED EQ. FOR ANY OTHER / ROOF SLOPE 4.28 S.F. x 144 =616.32 SQ. IN. VENTS REQUIRED. PURPOSE WITHOUT / \ 4:12 FOR CROSS VENTILATION. USE 8 NUMBER 6"X 14" SCREENED THE WRITTEN \ W / FND VENTS OR APPROVED EQ. PERMISSION OF \ RICHA MITTAL / O 8 X 6 X 14 = 672 SQ. IN. > 616.32 SQ.IN. (N)DOWNSPOUTS WITH 2' ROOF 9 REVISIONS BY SPLASH 2' ROOF SLO OVERHANG OVERHANG 1rt 1rt ATTIC VENTILATION CALC S: - BLOCKS SECOND FLOOR FIRST FLOOR ATTIC VENTILATION N \PROFILE FIRST FLOOR ATTIC AREA: 1094 SF 4'-5" ROOF 1094 SF (NEW ATTIC AREA) x 1/150 = 7.29 SF OVERHANG FIRST FLOOR PROFILE BELOW 7.29 SF X 144 = 1049.76 SQ. IN. VENTILATION REQUIRED. Ul) Cr 17 NUMBER 9"X14"(NET OPENING 62 SQ.IN.) EYEBROW VENT, THAT IS 17X62= 1054 SQ.IN.> 1049.76 SQ.IN. L_ REQUIRED ROOF SLOPE /T 2.75:12 T III 111\111111H 11 SECOND FLOOR ATTIC VENTILATION 2'-1" ROOF SECOND FLOOR ATTIC AREA: 901.22 SF OVERHANG (N)DOWNSPOUTS 901.22 SF (NEW ATTIC AREA) x 1/150 = 6.01 SF DRAWN WITH SPLASH 6.01 SF X 144 = 865.44 SQ. IN. VENTILATION REQUIRED. BA BLOCKS USE EYEBROW VENTS & GABLE VENTS TO PROVIDE CHECKED 1/4" PROPOSED FIRST FLOOR ROOF PLAN 1/4" PROPOSED SECOND FLOOR ROOF PLAN VENTILATION AT 1 ATTIC AREA EQUAL S 865.44 EB DATE IN. MINIMUM. RM 10 NUMBER 9"X4"(NET OPENING 62 SQ.IN.) EYEBROW VENT, 04-15-22 THAT IS 1OX62= 620 SQ.IN. SCALE 2 NUMBER GABLE VENT 12"X12" = 288 SQ.IN. AS NOTED TOTAL 620 + 288 = 908 SQ.IN > 865.44 SQ.IN. REQUIRED Jos SUPRIYA MLE ROOF PLAN A4.0 Community Development Department SUPRIYA Planning Division — Cupertino HOME CUPLRTINI APPROVED Case R-2022-018 10624 Application Number(s) Appro a I Body: Director/ Staff JOHNSON Approl a I Date 1 1/29/22 CLASS 'A' Signat re Emi Sugiyama ASPHALT AVE, Case Manager SHINGLES ON CUPERTINO ROOF CA 95014 —FAS — — — TOP OF RIDGE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +26'-1" ER CMC 19.100.030 THECH ROOF HAS BEENTED TO 5' FROM JPERTY LINE. m — — — — — — — — — — — — — — — — — TOP OF PLATE � ASPHALT 4' 6 o SHINGLES ON m ROOF ROOF SPAN: 11'-8.5" C STUCCO _������������������������������������������ FINISH C C - - - - - - - - - - N ° ° S.FL.LVL. C _ - - - - - - - - - - - - — TOP OF PLAT — — — cti q - - - - - - - - - - - - - - - - - - - — — +10'-6" U bA C ROOF 6 - - - - w U C SPAN: O 11'-8.5" STUCCO N ` - FINISH STONE _ �, `J U) M C _ CLADDINGbjO o J 5' — GRADE LVL N ±00 SINGLE FAMILY HOME �� SINGLE FAMILY HOME 1/4 PROPOSED NORTH WEST (FRONT) ELEVATION (NEIGR � (NEIGHBOR'S HOME) HBOR'S HOME) R319.1 ADDRESS NUMBERS. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CLASS 'A' CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ASPHALT ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE SHINGLES ON WIDTH OF '% INCH (12.7 MM). WHERE ACCESS IS BY MEANS OF A NOTE: THE PLANS, ROOF PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED IDEAS AND DESIGNS FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR SHOWN ON THESE MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. _ DRAWINGS ARE THE - - - - - - - - - - - - - - � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF RIDGE� PROPERTY OF THE ANY CHANGES TO THE APPROVED COLORS-, - - - - - - — — — — +26'-i° DESIGNER. DEVISED MATERIALS, AND EXTERIOR FINISHES SHALL BE - PROJECT. PLANS SOLEY FOR THIS REVIEWED AND APPROVED BY THE CITY OF 1�1 1 CLASS 'A'ASPHALT �� SHALL NOT BE USED, CUPERTINO PLANNING DIVISION PRIOR TO SHINGLES ON ROOF WHOLE OR IN PART, LLLLL INSTALLATION/APPLICATION. � � � � � �� � � � � � � � � � � �� � � � � � � � � � � �� � � � � � 1 I I 1 TOP OF PLATE PURPOSE WITHOUT � � FOR ANY OTHER 2— — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — +20'-6° THE WRITTEN 3' 8, PERMISSION OF - ROOF SPAN: 11'-8.5" RICHA MITTAL STUCCO - FINISH \ '� ROOF SPAN: 8'-0.5" - 1 \ di REVISIONS BY m N 1' N _ REV 1: 06-10-22 RM ' \ I I I h 1 11 1 11i 1 N N REV 2: 08-18-22 RM i _ _ — — — — — — — — — — — — - - - - - - - - - - - - - - - - - S.FL.LVL. +11'-6" — — — — — — — - - - TOP OF PLATE +10'-6" 2'-8" 6' 3 17, 4' T4' cV cn 0 00 0 J STUCCO _ FINISH 00 m 00 N F.FL.LVL. je - - - - — — — — — - - - - - - _ +1'-6" — — — — — — r' GRADE LVL. DRAWN — — —+oo BA STONE CHECKED CLADDING RM DATE 1/4" PROPOSED NORTH EAST LEFT SIDE ELEVATION AS PER CMC 19.1 THE 04-15-22 > PORCH ROOF HASS B BEEEN 1 SCALE 1 SHIFTED TO 5' FROM I AS NOTED PROPERTY LINE. Jos SUPRIYA TITLE PROPOSED AS PER CMC 19.100.030 THE ELEVATIONS 2 PORCH FLOOR HAS BEEN SHIFTED TO 5' FROM PROPERTY LINE. A 5.O Community Development Department SUPRIYA Planning Division — Cupertino HOME cUPERTIN APPROVED Case R-2022-018 10624 Application Number(s) Appro a I Body: Director/ Staff JOHNSON Appro al Date 11/29/22 CLASS 'A' AVE, Signat re Emi Sugiyama Case Manager ASPHALT CUPERTINO SHINGLES ON _ ROOF a �+ CA 95014 - - - - - - - - - - - - - - - - - - - - - - - - TOP OFRIDGE 1 +26'-1 - - - - - - - - - - - - - - - - - - - TOP OF PLATE m — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +20'-6" N U) 5' 2' 3' 3' 4, DISTANCE ELEVATION NOTES Ln STUCCO "' "' "' BETWEEN FLOOR x CLASS 'A' FINISH FINISH AND AND UNDERLAYMENT FOR ASPHALT SHINGLES SHALL _ CLEAR WINDOW COMPLY WITH ASTM D226 TYPE I; ASTM D4869 ASPHALT TYPE I, II, III OR IV; ASTM D6757,AND SHALL W SHINGLES ON OPENING NOT TO BEAR A LABEL INDICATING COMPLIANCE TO THE H ROOF kco N N N LL BE LESS THAN 44" = STANDARD DESIGNATION. [TABLE R905.1.1(1)] LLLLLLU ` ' STUCCO: MINIMUM 0.019—INCH (NO. 26 Z 1 N GALVANIZED SHEET GAGE), S.FL.LVL. CORROSION—RESISTANT WEEP SCREED OR p — — — — — — +11'-6" PLASTIC WEEP SCREED, WITH A MINIMUM _U — — TOP OF:_6_" VERTICAL ATTACHMENT FLANGE OF 31/" SHALL — � cti +10'-6" BE PROVIDED AT OR BELOW THE FOUNDATION J 4, 3' 6' 6' PLATE LINE ON EXTERIOR STUD WALLS. THE fJ] (�bc ) WEEP SCREED SHALL BE PLACED A MINIMUM OF c1� ROOF SPAN:11'-8.5" 5' ROOF SPAN: 8'-0.5" 4 INCHES ABOVE THE EARTH OR 2 INCHES O 2'-8" ABOVE PAVED AREAS AND SHALL BE OF A STUCCO TYPE THAT WILL ALLOW TRAPPED WATER TO a, DRAIN TO THE EXTERIOR OF THE BUILDING. cn u FINISH THE WEATHER—RESISTANT BARRIER SHALL LAP }� 0° THE ATTACHMENT FLANGE. `O THE EXTERIOR LATH SHALL COVER AND 0 TERMINATE ON THE ATTACHMENT FLANGE OF THE Z 00 WEEP SCREED. [R703.7.2.1] w N 0? 0? (ts _ _ _ _ _ _ `-' — F.FL.LVL. P-1 N +1'-6" STUCCO SHALL BE 7/8" THICK AND THREE COAT APPLIED OVER APPROVED WIRE LATH AND TWO v� — — — GRADEOLVL� LAYERS OF GRADE D BUILDING PAPER, 60 MINUTE N & INDEPENDENTLY WRAPPED. PROVIDE WEEP d+ 1/4" PROPOSED SOUTH WEST (RIGHT) SIDE ELEVATION SCREED (CBC 2510.6/CRC R703.6 ROOF SLOPES >2:12 AND G4: 12 WITH ASPHALT ANY CHANGES TO THE APPROVED COLORS, SHINGLES SHALL HAVE TWO LAYERS OF 15 LBS. MATERIALS, AND EXTERIOR FINISHES SHALL BE FELT APPLIED SHINGLE STYLE. (CRC 1507.2.2/CRC 905.2.2) REVIEWED AND APPROVED BY THE CITY OF ATTIC AREAS SHALL HAVE CROSS VENTILATION AT CUPERTINO PLANNING DIVISION PRIOR TO 1/150 FOR THE ENTIRE AREA WITH 50% OF THE REQUIRED VENT AREA TO BE VENTILATORS INSTALLATION/APPLICATION. LOCATED A MINIMUM of 3' ABOVE EAVE OR CORNICE VENTS. NOTE: THE PLANS, CLASS 'A' SCREENS OVER THE OPENINGS SHALL HAVE 1/8" ASPHALT TO 1/4" OPENINGS. IDEAS AND DESIGNS SHINGLES ON 1, (CBC 1203/ CRC R806) SHOWN ON THESE ROOF DRAWINGS ARE THE TOP OF RIDGE PROVIDE ATTIC ACCESS (20"X30") FOR NEW PROPERTY OF THE — — — — — — — — — — — — — — — — — — — — — — — — — — AREAS. (CBC 1209 CRC R408.4 DESIGNER. DEVISED SOLEY FOR THIS PROJECT. PLANS SHALL NOT BE USED, WHOLE OR IN PART, FOR ANY OTHER — — — — — — — — — — — — — — — — — — — — — — — — TOPOFPLATE — — — — — — — — — — — — — — — — — +20'-6" � PURPOSE WITHOUT THE WRITTEN s' — PERMISSION OF STUCCO m CLASS 'A' RICHA MITTAL ASPHALT FINISH N SHINGLES ON ROOF REVISIONS BY REV 1: 06-10-22 RM 1' N REV 2: 08-18-22 RM - - - - - - - - - - - - - - - - - - - - - - - - - s.+11'-6-6"- - - - - - F — — — — — � - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - TOP OF PLATE +10'-6" 6' 4' ROOF SPAN: 8'-0.5" ROOF SPAN: 8'-0.5" STUCCO 00 - FINISH - - — F.FL.LVL. , - - - - - - - - - - - GRADELVL. DRAWNC — — —+oo BA 1/4" PROPOSED SOUTH EAST (REAR) ELEVATION CHECKED A1 ( RM AS PER CMC 19.100.030 THE DATE PORCH ROOF HAS BEEN 04-15-22 IIIIIIIIISHIFTED TO 5' FROM SCALE PROPERTY LINE. AS NOTED Jos SUPRIYA TITLE 2, AS PER CMC 19.100.030 THE PROPOSED PORCH FLOOR HAS BEEN ELEVATIONS SHIFTED TO 5' FROM PROPERTY LINE. ) A6.0 Community Development Department SUPRIYA Planning Division — Cupertino HOME cUPERTIN APPROVED Case R-2022-018 10624 Application Number(s) Appro a I Body: Director/ Staff JOHNSON Appro al Date 11/29/22 AVE, Signat re Emi Suqiyama Case Manager CUPERTINO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF RIDGE CA 95014 - - - - - - +26'-T' IIAI i� Un - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ TOP OF PLATE +20'-6" r� 01000 N O Lf) O di �o � N - - - - - - _ — _ S.FL.LVL. +11'-6" TOP OF PLATE Z w 0 U bA � O � 10' DODO DODO � F.FL.LVL. r GRADE LVL±00 W H 1/4" PROPOSED NORTH WEST (FRONT) ELEVATION N d'+ • THE MAX MUM EXTERIOR WALE HEIGHT AND 49'-10 1/4" BUILDING HEGHT IS FTTNG NTO THE BUEDNG ENVELOPE . • REFER THE EEEVAT ONS WITH OVERLAPPED BUILDING ENVELOPE AS PER CMC Section REAREl H NOTE: THE PLANS, 19 . 28 . 140 ( 3 ) . IDEAS AND DESIGNS SHOWN ON THESE - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TOP OF RIDGE — — — — — — — — — +26''-i°" � DRAWINGS ARE THE PROPERTY OF THE DESIGNER. DEVISED SOLEY FOR THIS PROJECT. PLANS 51 -9 3/4 SHALL NOT BE USED, - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TOP OF PLATE WHOLE OR IN PART, Moo - - - - - - - - - - - - — — +20'-6" � FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN 00000 PERMISSION OF 00 RICHA MITTAL ,Q , - REVISIONS BY N MAIN - - - - - - - - - - - - - - - - - - - - - - - - - - - - rho — — — — — —S.FL.LVL� UNIT ADU — — — — — +11'-6" — _ _ — — — — _ _� TOP OF PLATE 103' 103 -4 1/2►► PROPERTY/ 0 FENCE LINE 49'-10 1/ 1 Q' FRONT PORCH o I F — — — — — — — — — — — — — — — — — — — — — — — — — — .F L.LVL. � I - - - - - - - - - - - - GRADELVE ±00 DRAWN 1/4" PROPOSED SOUTH EAST (REAR) ELEVATION BA CHECKED RM 51 -9 3/4" DATE 04-15-22 SCALE AS NOTED JOB SUPRIYA TITLE FRONT BUILDING ENVELOPE KEY PLAN (NTS)- A7.0 Community Development Department SUPRIYA Planning Division — Cupertino HOME cUPERTIN APPROVED Case R-2022-018 10624 Application Number(s) Appro a I Body: Director/ Staff JOHNSON Appro al Date 11/29/22 AVE, Signat re Emi Su CUPERTINO giyama Case Manager CA 95014 - - - - - - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF RIDGE - - - — — — — — — — — — — — — — — — — — — — — — +26'-1" ir) rn — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TOP OF PLATE 0000 � H i I Oil �11 II 1 N � O 259 - - - - - - - _S.FL.LKL117 - � c� — — — — — — — — — — — — — — — — — — — — — +11'-6" `—' TOP OF PLATE (j) bc Q � Ll 0000 (Va 2'-8,. _ 6' z5 N Qi N 10' - PROPERTY/ W FENCE LINE — — — — — — — — — — — — — — — — — — — — — F.FL.LVL. - - - - - U0 N 103'-4 1/2" 1/4" PROPOSED NORTH EAST (LEFT) SIDE ELEVATION NOTE: THE PLANS, • THE MAX MUM EXTERIOR WALE HE GH T AND IDEAS AND DESIGNS SHOWN ON THESE BUILDING HE G H T S E T T N G INTO THE BUILDING DRAWINGS ARE THE PROPERTY OF THE ENVELOPE . DESIGNER. DEVISED SOLEY FOR THIS PROJECT. PLANS • REFER THE ELEVAT ONS W TH OVERLAPPED SHALL NOT BE USED, WHOLE OR IN PART, BUILDING ENVELOPE AS PER CMC Section _ TOP OF RIDGE FOR ANY OTHER 19 . 28 . 140 ( 3 ) . - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ +26'-i" PURPOSE WITHOUT THE WRITTI H I IF I I—IF HIP �I h II I H T1717771��111 I h��I I H �*1� 1�I� I� 11 1 1 h �I I H I I� I I� I� 11 1 1 h �I I H 11111 �d 1 11111 1 1 EN ® - PERMISSION OF 00� RICHA MITTAL i I — *V M—n�m—di#d d 0 1 �#11 —�did—d�d I An I F�—di d�—dd�I - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF PLATE REVISIONS BY N S.FL.LVL. +11'-6" ~ TOP OF 10'PLATE + -6" 5' DRAWN 10 BA CHECKED PROPERTY/ RM FENCE LINE DATE F.FL.LVL. 04-15-22 — — — — — — — � — — — — — — — — — — — — — — — — — — — — +i'-6� N �p SCALE i DE LVL. AS NOTED — — ±00 Jos 1/4" PROPOSED SOUTH WEST (RIGHT) SIDE ELEVATION SUTITLE PRIYA BUILDING 1031-1 1/211 71 ENVELOPE A8.0 Community Development Department SUPRIYA Planning Division — Cupertino HOME CUPLRTINI APPROVED Case R-2022-018 10624 Application Number(s) Appro a I Body: Director/ Staff JOHNSON Approl al Date 11/29/22 AVE, Signati re Emi Suqiyama Case Manager CUPERTINO CA 95014 DOUBLE LAYER OF ROOF UNDERLAYMENT IS REQUIRED FOR ASPHALT/ COMPOSITION SHINGLES 1 WITH SLOPES OF 2:12 UP TO 4:12 PER SECTIONS R905.2.2 AND R905.1.10F THE 2019CRC TOP OF RIDGE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +26'-1" � c� -ILLLU Ln o ir) � ATTIC � °O 0 TOP OF PLATE W +20'-6" W 2X CEILING JOIST @ 16"OC W/R-30 INSUL.(TYP.)1/2" DRYWALL Z (to BEDROOM-3 �J m U bc o bb S.FL.LVL. Z — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — +11'-6' TOP OF PLATE Cn u — — — +10'-6" bA 2X CEILING JOIST @ 16"OC W/R-30 INSUL.(TYP.)1/2" W DRYWALL 3 1 HR FIRE RATED WALL 3-COAT STUCCO EXTERIOR FINISH [W— W/2 LAYERS OF GRADE D PAPER MAIN UNIT ADU 0/3/8"PLYWD 0/2x6 STUDS @ 16"OC W/R-15 INSUL.(TYP.) 0? LIVING ROOM LIVING ROOM M — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — F.FL.LVL. �o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - _ _� _GR_ADELVL. — — — — — — — — — — — — — — — — — — — — — — — — — CRAWL SPACE ±oo 1/4" PROPOSED SECTION-AA NAIL0/2X FLOOR JOIST @16" OC W/R-21 INSUL.(TYP.) NOTE: THE PLANS, NOTE: CONTRACTOR TO CONFIRM THE R VALUES IDEAS AND DESIGNS SHOWN ON THESE OF FIBER GLASS INSULATION FROM THE TITLE 24 DRAWINGS ARE THE REPORT. TITLE 24 VALUES WILL TAKE PRECEDENCE PROPERTY OF THE OVER ARCHITECTURAL DRAWINGS. DOUBLE LAYER OF ROOF DESIGNER. DEVISED UNDERLAYMENT IS SOLEY FOR THIS REQUIRED FOR ASPHALT/ COMPOSITION SHINGLES PROJECT. PLANS WITH SLOPES OF 2:12 UP TO 4:12 PER SECTIONS R905.2.2 SHALL NOT BE USED, AND R905.1.1 OF THE 2019 CRC WHOLE OR IN PART, TOP OF RIDGE FOR ANY OTHER — — — — — — — — — — — — — — — — — — — — — � � +26'+" LiLo PURPOSE WITHOUT a THE WRITTEN _ PERMISSION OF RICHA MITTAL ATTIC ATTIC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF PLATE — +20'-6° REVISIONS BY DOUBLE LAYER OF ROOF UNDERLAYMENT IS 2X CEILING JOIST @ 16"O REQUIRED FOR ASPHALT/ W/R-30 INSUL.(TYP.)1/2" COMPOSITION SHINGLES DRYWALL WITH SLOPES OF 2:12 UP TO 4:12 PER SECTIONS R905.2.2 AND R905.1.1 OF THE 2019 CRC �I LOUNGE M.BATH W.I.C. ATTIC "' — — — — — — — — — — — — — — +11'-6" - - - - - - - - - - - _ - TOP OF PLATE +10'-6" 2X CEILING JOIST @ 16"OC ———— W/R-30 INSUL.(TYP.)1/2" ———— DRYWALL ———— ———— 3-COAT STUCCO ———— 1 HR FIRE RATED WALL EXTERIOR 3-COAT STUCCO EXTERIOR FINISH FINISH W/2 a, W/2 LAYERS OF GRADE D PAPER LAYERS OF DRAWN 0/3/8"PLYWD O/2X6 STUDS @ 16"OC BEDROOM-01 W/R-15 INSUL. . GRADE D PAPER BA (TYP) KITCHEN ADU O/3/8"PLYWD BATH-01 LIVING RO M BEDROOM-02 CHECKED O/2X6 STUDS @ 16"OC W/R-15 RM INSUL.(TYP.) DATE F.FL.LVL. 04-15-22 \C) SCALE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — GRADE LVL. AS NOTED - - - - - - - - - - Z�RAW�SISACE - - - - - - - - - - - - - - - - — — — - -+oo � JOB At SUPRIYA 1/4" PROPOSED SECTION-BB NAILO/2X LOBO JOIST 16" TITLE OC W/R-21 INSUL.(TYP.) PROPOSED SECTIONS A9.0 Community Development Department SUPRIYA Planning Division — Cupertino HOME cUPERTIN APPROVED Case R-2022-018 pplication Number(s) 10624 Appro al Body: Director/S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOPOFRIDGE JOHNSON Appro a I Date 22 _ AVE, Ignat re Emi o CUPERTINO Case Mang r CA 95014 - - - - - - - - - - - - — - - - - - - - - - - - - - TOP OFPLAT4 [V L? N 00 aJ O m —I — — F_FL.LVL. N +7" CD SINGLE FAMILY HOME 1/4" EXISTING NORTH(FRONT)SIDE ELEVATION ±°° SINGLE FAMILY HOME (f� (NEIGHBOR'S HOME) (NEIGHBOR'S HOME) z o a 0 TOP OF RIDGE U bA o � � Q bA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF PLATE � U — — —+8'--7'— m i z � W EXISTING o x SIDING H FINISH N — — — — — — — — — F.FL.LVL_ i +7 GRADE LVL.0 1/4" EXISTING EAST(LEFT)SIDE ELEVATION ±00 — — — TOP OF RIDGE NOTE: THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE DRAWINGS ARE THE PROPERTY OF THE — — — — — — — TOP OF PLATE DESIGNER. DEVISED SOLEY FOR THIS PROJECT. PLANS SHALL NOT BE USED, [RICHA HOLE OR IN PART, EXISTING °° OR ANY OTHER SIDING URPOSE WITHOUT FINISH HE WRITTEN ERMISSION OF F.FL.LVL. MITTAL — — — — — — — — —+7—±00— GRADE LVL� 1/4" EXISTING SOUTH(REAR)SIDE ELEVATION REVISIONS BY TOP OF RIDGE 0 - - - - - - - - - - - - - - - - - - - - - - TOP OFPLATE� L? i DRAWN EXISTING °° BA SIDING CHECKED FINISH RM DATE 04-15-22 F_FL.LVL. SCALE +7" GRADE LVL� AS NOTED 1/4" EXISTING WEST(RIGHT)SIDE ELEVATION ±°° SUPJOB RIYA TITLE EXISTING ELEVATIONS A10.0 Community Development Department SUPRIYA li Planning Division — Cupertino HOME CUPERTIN APPROVED Case R-2022-018 10624 Application Number(s) Appro a I Body: Director/Staff JOHNSON Appro al Date 11/29/22 AVE, Signat re Emi Suqiyama Case Manager CUPERTINO CA 95014 M N I O 0 O di W H z � o U cu I I I cn U I I a5 L——————————————————— --J L--------------------------------J (10 W x W N di LOT 16 LOT 17 LOT 18 LOT 16 LOT 17 LOT 18 French Adagio PUBLIC UTILITY Lady's Mantle Lavender Maiden Grass Pink Muhly (E)Summer each EASEMENT Grass Tree ✓ F 15 tt (E)Fig tree Edible Garden Fine Fescue Dwarf Clementine I (II4"' Wo Mandarin Orange ACK Little River (N)REAR 25'SETBACK NOTE: THE PLANS, Wattle m TER r \ -- — IDEAS AND DESIGNS ELEC IC / --- -- — --------- _ r I / SHOWN ON THESE �� ' III ----- --------- s D�; - __-------- ___ - , I — _ DRAWING ARE THE ' I "ETEA4. PROPERTY OF THE / I o I r----------------- i ------- c / III j 30\ I i �� �----____ _� DESIGNER. DEVISED �� OSED(FREES I I MBA ---------- I RIVA�Y I ; I i i zn \ RIVA�Y I u1EA TEa P�tFECTIdNFOR �JJ I i OSEDfFREES I SOLEY FOR THIS I (,) A S / w (NDSIAE ��: �`A'' P�iB'FECTIdNFOR PROJECT. PLANS / - I ND FLbOR I WB I Ds„ \ a I / � / S ACK , �N7 ND FLbOR Pre lavender I MNDOWS I LEGEND: / Jq, ' 30o I\ "DOWS SHALL NOT BE USED, / Iceberg Rose ' rrcHFN I I I NOTE THAT THE FOLLOWING PLANT LIST IS / Tree Form ; j`" `n�� I I ONLYGONGEPTUAL o ; , I I I - I WHOLE OR IN PART, I -- --- I I LOT 25 ' ' T.B 30° LOT 25 ' n t I / j I FOR ANY OTHER Species name Symbolic representation / i � I / LOT 27 \ SIDE I , Fvuv_ i Shrubs: / I , —GE j eBDaooma ��`, I I I j ; / LOT 27 j ' PURPOSE WITHOUT SETBAC M�aDDM _J era° Br / 8'-10" ' ; _ ——— Iceberg Rose FEDaooM01 r— I Tree Form �k4 I I THE WRITTEN j5'-3 3/4" 15'_ K I y ® / / N)SIIE aTM� SE GK PERMISSION OF I Pink Muhl Grass ' (N)stdE ETBACK I :--«_J s y---- -- // _ z I Little River Wattle I RICHA MITTAL I i — Adagio Maiden O l Illp ;i I ; /J\ \ ; ----------- Grass r BEN�ooM-z Lady's Mantle I j I j i French lavender Jll l �I zcna cnrence I I — — lI , I I I (N)SIDEI / l JI/ / FIRST I SETBACK I iI REVISIONS BY Ld's Mantle FLOOR 15' PROFILE I I I I I "_z` I Upright Rosemary / , BELOW I Upright Rosemary �� `� I l ryI ;k o \, S I 'i Fine Fescue i I I I i ' REV 1: 06-10-22 RM R L--- Icc., �� -----� Grass Lawn -- / i /c---------- --------------\ ----------I --- ;[ - - Trees: / 1 ----------- - ---- LOUT Refer to Sheet Al L Adagio MZrid—.GU s 11 / i + 20' ——————J/ 30-1 1/2" )FROT T Refer to Sheet Al o� (N)FRO T / ETFAC SETBACK 20 Fine Fes e- )B -E> b Dwarf Clementine Little River Wattle Grass Lav n i Mandarin Orange '(N)DRIVEWAY Pink Muhly Grass Lady's Ma ntle a I (E)Pig tree 3 ii (E)Summer Peach PER'SY LI ® ��. - Tree 0 PROPERTY LINE d /\ O SIDE WALK SIDE WALK SIDE WALK SIDE WALK JOHNSON AVE JOHNSON AVE DRAWN 1/16" CONTEXT SITE PLAN 1/16" CONTEXT SITE PLAN BAD (SECOND FLOOR RM DATE 04-15-22 SCALE AS NOTED JOB SUPRIYA TITLE CONTEXT MAP A11.0 Community Development Department SUPRIYA LEE Planning Division — Cupertino cuPERTIN APPROVED HOME Case R-2022-018 Application Number(s) 10624 7-6" '\ 26'-4 1/4$' Appro a I Body: Director/Staff JOHNSON Appro a I Date 11/29/22 AVE, Signat re Emi Sugiyama Case Manager CUPERTINO 20'-9 3/4" CA 95014 0 0 !J (7 -1 A4 14'-11 3/4" 11'-5" o (V Ln (V 00 (j) I W A6 20'-9 3/4" z --Y A3 U 20'-1 1/4" 0 bb IIII z ' Al to W x UO N 2 m N A4 ON ii 18' 2 19'-5 3/4" NOTE: THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE 4'-5 3/4" DRAWINGS ARE THE PROPERTY OF THE FLOOR AREA CALCULATIONS: DESIGNER. DEVISED SOLEY FOR THIS Al PROJECT. PLANS SHALL NOT BE USED, FIRST FLOOR - ADU WHOLE OR IN PART, FOR ANY OTHER PURPOSE WITHOUT A1= 11'-5" X 31'-3.75" = 357.56 SF THE WRITTEN N N PERMISSION OF A2= 26'-4.25" X 10'-10.5" = 286.42 SF A3 �; G3 o G2 � G N RICHA MITTAL r CA TOTAL AREA= 642.51 SF IT-4 3/4" REVISIONS BY N/ FIRST FLOOR - MAIN UNIT A3= 10'-10.5" X 20'-10.5" = 227.02 SF REV 1: 06-10-22 RM A4= 18' X 18'-10.5" = 339.75 SF II A5= T-5.75" X 19'-4.5" = 86.64 SF A6= 14'-11.75" X 12'-0.25" = 179.83 SF 1/4 SECOND FLOOR AREA DIAGRAM A7= 7-6" X 22'-10.75" = 171.68 SF TOTAL AREA= 1004.89 SF 10'-10 1/2" 7-1 1/2" 11'4 1/2" 2' G1= 2' X 21' = 42SF G2= 11'-4.5" X 20'-6" = 233.29 SF 1/4" FIRST FLOOR AREA DIAGRAM G3= 7-1.5" X 20'-10.5" = 148.59 SF TOTAL AREA= 423.88 SF DRAWN SECOND FLOOR- MAIN UNIT BA CHECKED A1= 14'-4.75" X 10'-8.75" = 154.43 SF RM A2= 19'-5.75" X 19'-4.75" = 377.01 SF DATE 04-15-22 A3= 20'-1.25" X 3'-4.75" = 68.10 SF SCALE A4= 20'-9.75" X 14'-6" = 301.68 SF AS NOTED Jos TOTAL AREA= 901.22 SF SUPRIYA TITLE FLOOR AREA TOTAL PROPOSED AREA EXCLUDING ADU= MAIN UNIT + GARAGE AREA + SECOND FLOOR DIAGRAM = 1004.89 SF + 423.90 SF +901.23 SF = 2330.02 SF Al2.0 Community Development Department SUPRIYA Planning Division — Cupertino HOME CUPLRTINI APPROVED Case R-2022-018 10624 Application Number(s) Appro a I Body: Director/ Staff JOHNSON Approl al Date 11/29/22 AVE, Signati re Emi Suqiyama Case Manager CUPERTINO CA 95014 French Adagio Pink MuhlY (E)Summer Peach Lady's Mantle Lavender Maiden Grass Grass Tree (E)Fig tree Edible Garden _ Fine Fescue Dwarf Clementine Grass Lawn _ Mandarin Orange I �L L L L L Little River -__LLLLLLLL Wattle LANDSCAPE AREA LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL W CALCULATION HAS LLLLLLLLLLL L LLLLLLLLLLLLLL� BEEN SHOWN ON H LLLLLLLLLLLLL LLLLLLLLLLLL SHEET Al. LL L I I I I A LLLL z LLLLLLLL O o LLLL - w 0 LLLL LLLL U bo NO LLLL T F7-� O LLLL _--I' �OSED TREES Z CU U LLLL L L L RIVACY LLLL LP �TECTION FOR NA L L L �OND FLOOR Z French lavender L L L AND O W S W LLLL I�� x Iceberg Rose L L L L L "Tree Form LEGEND: W \` -,LLLL _ �',ALL NOTE THAT THE FOLLOWING PLANT LIST IS U*) LLLL ONLY CONCEPTUALLLLL N LLLL LLLL Species name Symbolic representation LLLLLLL LLLLLLL L ,. ` Shrubs: Iceberg Rose Tree Form E'' L Pink Muhly Grass 1 WIV L Little River Wattle L 0 NOTE: THE PLANS, Adagio Maiden O IDEAS AND DESIGNS Lady's Mantle Grass � SHOWN ON THESE L DRAWINGS ARE THE L L L L L L L L French lavender PROPERTY OF THE p p L L L0 DESIGNER. DEVISED L L L Lady's Mantle SOLEY FOR THIS -LLL PROJECT. PLANS Upright Rosemary Y ��,�\ � �� L ,o1ae; SHALL NOT BE USED, L L L Upright Rosemary L L L WHOLE OR IN PART, L L L0 Fine Fescue FOR ANY OTHER o L Grass Lawn PURPOSE WITHOUT v F-�-o L �`. Trees: THE WRITTEN PERMISSION OF Adagio Maiden Grass Refer to Sheet Al RICHA MITTAL . . . . Refer to Sheet Al \\IUD/ 40 Fine Fescue O Little River Wattle Grass Lawn W Pink Muhly Grass Dwarf Clementine REVISIONS BY Mandarin Orange Lady's Mantle - (E)Fig tree (E)Summer Peach O Tree 1/8" PROPOSED CONCEPTUAL LANDSCAPE PLAN DAWN BA CHECKED RM DATE 06-10-22 SCALE AS NOTED Jos SUPRIYA TITLE CONCEPTUAL LANDSCAPE PLAN A13.0 C DIr�t�D • Planning Division — Cupertino �CUPERTINQ APPROVED Case # R-2022-018 I LEGEND Application Number(s) N N ApprovaBody: Director/ StafF SYMBOL DESCRIPTIONS ABBREVIATIONS Approva Date 11/29/22 AC AIR CONDITIONER UNIT BOUNDARY / RIGHT—OF—WAY LINE AD AREA DRAIN Signatur Emi Suqiyama I EASEMET AP ASPHALT PAVEMENT Case Manager N — — CENTERL LINE INE ( �) BFP BACKFLOW PREVENTOR LOW SIDE BSI BUILDING SETBACK LINE RETAINING WALL BSW BACK OF WALK HIGH SIDE BW BOTTOM OF WALL (EXPOSED FACE) — EX. SS---(>-- SANITARY SEWER LINE AND CONC. CONCRETE MANHOLE OR CLEANOUT DBH DIAMETER AT BREAST HEIGHT ooda���Qo�a� DI DRAINAGE INLET N � G g�S�eoc 0 DRAIN INLET DM DEADMAN ANCHOR PERCENT GRADE EP EDGE OF PAVEMENT EM ELECTRIC METER/PANEL x 607.o EXISTING GRADE ELEVATION EX EXISTING �— EXISTING w FF FINISHED FLOOR ELEVATION 185 CONTOUR ELEVATION FG FINISHED GARAGE ELEVATION _ w FH FIRE HYDRANT N i FL FLOW LINE ELEVATION N _ EXISTING TREE w/ DBH FW FACE OF WALL N50'17'50"W w -_ — �,— — 102.94 �� ���ti GM GAS METER JP JOINT POLE 9' g2a 9940 Dirt �06� �r Dirt MB MAILBOX WW �s 0 O/H OVERHEAD C. ��_ �� � � a ye � � PB PULLBOX PL PROPERTY LINE �a 8. x se 9939 o��� M PSE PUBLIC SERVICE EASMENT w 1 36 Dirt w"' +��o Dirt ^ PUE PUBLIC UTILITY EASEMENT M Dirt i \ R= RADIUS OF CURVE z�L6x g �� 0= INCLUDED ANGLE OF CURVE �� oo� � L= LENGTH OF CURVE — 97 97 .� SSCO SANITARY SEWER CLEAN OUT o 9 ,7 �0 g 9.09 vy S N ND 68 b 9�I 0 �,9 � W 6 AL SSMH SANITARY SEWER MANHOLE to � SS 6 L2 18" TALL 12 W BC 8<<s �o�� �6 Ex. Building VG VALLEY GUTTER 99 �sg ems. 10624 Johnson Ave '� I SL STREET LIGHT ® <<6o ww �� ���� Cupertino, CA 95014 WCE WIRE CLEARANCE EASEMENT WM s1 �' I WM WATER METER a° = WV WATER VALVE �N S ° � o�� I WW WALKWAY S o N v, ��� SS C�D L 9 o `L � 2 a - � T n. � 99.8 , o��°Concrete Car Dirt ��c�os 99.44 coNc PAVERS Ec I p port EM �o ° cl ° DWYS 99 Cg9�2 0 a b �' ° ' 6 S �\ o 0 �� ��e hed � �r Dirt �o d °� °o, F Cod ZM9 92.03 NMOUO 0 �� A bCZ6 LIP2 POC Z9L6 00 I II 0 99.5s Green House ��M Dirt �1� ��99.79 oR1 Dirt' Di 99.56 CARPORT ec _ CARPORT Dirt o I V) S:2W N47*37'50"W — V I I n - 103.37' — m z o o x Q1 C, N 0/Z6 I I I N N I I I N I I I Ex. SSCO RIM 97.72 10" INV. THRU 92.12f I I I 0) I I I I I 8.42 aC :ROWN BC O��pG 28C 6 OSS1 r I BOUNDARY: BOUNDARY BASED UPON FIELD SURVEY � LAND S� GRAPHIC SCALE PERFORMED BY OR UNDER DIRECTION OF F ELMU COPYRIGHT NOTE: GROSS LOT AREA = 5,181.17 SQ. FT. (0.1189 ACRES) KORSTICK, PLS 7739. COPYRIGHT © STERLING CONSULTANTS ALL RIGHTS RESERVED. NO PART 10 o a io 20 I n OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY VERTICAL DATUM: ASSUMED ELEVATION OF 100.00'AT THE BASIS OF BEARINGS: CALCULATED BEARING OF S 23°33'29" W BETWEEN THE TWO CENTERLINE ANY OTHER MEANS, OR STORED, PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEMS WITHOUT THE PRIOR WRITTEN PERMISSION OF ( IN FEET ) EXISTING FINISHED FLOOR. OFFSET MONUMENTS (5'WESTERLY) FOR THE 1000' RADIUS CURVE SOUTHERLY OF BARNHART 1P'9 STERLING CONSULTANTS. COPIES OF THIS DRAWING WITHOUT AN ORIGINAL 1 inch = to ft. AVENUE, SAID MONUMENTS BEING OPPOSITE OF THE BEGINNING AND END OF SAID CURVE OF CAL\Fo SIGNATURE AND STAMP ARE NOT VALID. DATE: DECEMBER 29, 2021 PREPARED BY, OR UNDER THE DIRECTION OF: OQROFESS/pNq` PREPARED BY: PREPARED FOR: APN: 375-28-026 10624 JOHNSON AVENUE SHEET NO. SCALE: AS NOTED al' Q S.K/Sy DRAWN: DSK o tivZ �, STERLING SHARATH ANANTH AND SUPRIYA BHAT C I DESIGNED: DSK C 51620 - CONSULTANTS 10624 JOHNSON AVENUE BOUNDARY & TOPOGRAPHIC SURVEY * *s Q 46560 FREMONT BOULEVARD,SUITE NO. 205 CUPERTINO, CA 95014 ENGINEER: DSK �9� ��'� FREMONT,CA 94538 JOB N0. MANAGER: DSK N0. BY DATE REVISIONS CITY APPR OF CA0F� lsterlingconsultants@gmail.com PHONE: 510.344.8955 CITY OF CUPERTINO COUNTY OF SANTA CLARA CALIFORNIA 2021-148