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R-2022-014, RM-2022-009 - Approval Plan Set _�3ommunity Development Department Planning Division — Cupertino CUPLRTIN4 APPROVED S (D Case # R-2022-014, (E) 6' HI. WOOD FENCE A LINE v Appro a I Body: Director/Staff V S D C Appro a I Date 08/29/22 ROOF LINE Signature Eml SugamManager 2 STORY SNGLE FAMLY HOUSF5 4 se Silicon Valley Custom Homes, LLC 9133 COZETTE LNit i i 682 Villa Street, Suite Cl Ex i s i t n g ADU Mountain View, CA 94041 CUPERT NO CAL FORN A 95014 Y www.svcustomhomes.com 9 to Remain m (408) 204-0345 LIVING SPACE w 746 S.Q. m l o Lj � Q GENERAL NOTES OWNER : SCOPE OR WORK `" ED AR o < Of w Cif CHNANG KIM _ '' �oO� � Q 19133 COZETTE LN , = n �� * C-28947 IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO CHECK / r� Y �'� Fy 1 . Demolish the existing main dwelling and build a new 2-story co o z 9 `` AND VERIFY ALL DIMENSIONS AND CONDITIONS INDICATED ON THESE DRAWINGS CUPERTINO, CA 95014 residence. '`� c° o C) �F Q: 10� F� AND MAKE KNOWN ANY DISCREPANCIES PRIOR TO COMMENCING THEIR WORK TE L: (510) 9 3 3— 6 8 6 8 � °�° of CALF v m v THESE DRAWINGS AREA INTENDED FOR USE IN A NEGOTIATED CONSTRUCTION CONTRACT AND, THEREFORE, MAY NOT SPECIFICALLY DETAIL OR SPECIFY MATERIAL o iY> Q AND / OR MANUFACTURERS. THE CONTRACTOR SHALL PROVIDE ALL SAMPLES q R C H TE C T. 5 4' _I Of AND OR CUTS AS REQUIRED TO ASSIST OWNER OR HIS AGENT IN MAKING J o 00 w MATERIAL SELECTIONS. FOR THE PURPOSE OF ESTIMATING, THE CONTRACTORS o o N � NS MOTION SENSOR WALL MOUNTED LED LIGHT L H C ARCHITECTURAL DESIGN a WATERGR WALL SCONE EXTERIOR R URE SHALL USE THE MATERIALS SELECTED BY THE OWNER, OR IN ABSENCE OF SAME, Of WATERPROOF LE°WARD LIGHT nxTURE HE SHALL PROVIDE AN ALLOWANCE AMOUNT AND SO CONDITION ANY COST 13937 LYNDE AVENUE o ------'�°� '3W'S°`M-------___ OWNER: ESTIMATE.. ALL MATERIALS SPECIFIED IN THESE DRAWINGS SHALL BE INCLUDED SARATOGA, CA 95070 Cn I IN SUCH ESTIMATE 2%I CHANG KIM 0 TEL: (408) 483- 1965 N ~ : 19133 COZETTE LN NO GUARANTEE OF QUALITY OF CONSTRUCTION IS IMPLIED OR INTENDED BY THE CUPERTINO, CA, 95014 ARCHITECTURAL DOCUMENTS, AND THE CONTRACTOR SHALL ASSUME FULL (408) 605-0615 RESPONSIBILITY FOR ANY OR ALL CONSTRUCTION DEFICIENCIES. sg 1 THE GENERAL CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY AND DEFEND THE ROOF LINE DESIGNER FROM ANY ACTION INITIATED BY THE INITIAL OWNER OR ANY Lu J W W SUBSEQUENT OWNERS FOR CONSTRUCTION DEFICIENCIES, MODIFICATIONS OR SUCH RECOLOGY MOUNTAIN VIEW IS THE CITY'S EXCLUSIVE HAULER FOR RECYCLING & DRAWING N D E X o CONDITIONS WHICH MAY BE BEYOND THE CONTROL OF THE DESIGNER. DISPOSAL OF CONSTRUCTION & DEMOLITION DEBRIS. FOR ALL DEBRIS BOXED, � W CONTACT RECOLOGY. USING ANOTHER HAULER MAY VIOLATE MOUNTAIN VIEW CODE N °I U THE CONTRACTOR SHALL REVIEW AND RECORD THE CONDITIONS OF ALL EXISTING SEC. 16.13 & 16.17 & RESULT IN CODE ENFORCEMENT ACTION. ARCHITECTURAL o o SITE IMPROVEMENTS INCLUDING PAVED AREAS. HE SHALL MAKE KNOWN ALL cn O EXISTING DAMAGED OR DISREPAIRED ITEMS AND CONDITIONS THAT MAY WORSEN THE PRIME CONTRACTOR OR DEVELOPER IS TO HIRE A STREET CLEANING A-0 TITLE SHEET / SITE PLAN o O DUE TO THE CONSTRUCTION. ALL ITEMS IN GOOD CONDITION SHALL BE MAINTAIN CONTRACTOR TO CLEAN UP DIRT & DEBRIS FROM CITY STREETS THAT ARE A-1 .1 PROPOSED ROOF PLAN o IN THEIR PRESENT CONDITION AND ANY REPAIR OR DAMAGE WHICH OCCURS ATTRIBUTABLE TO THE DEVELOPMENTS CONSTRUCTION ACTIVITIES. THE STREET A-1 .2 DEMOLITION PLAN / EXISTING PLAN o = DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CLEANING CONTRACTOR IS TO HAVE A REGENERATIVE AIR VACUUM SWEEPER AS A-2.1 PROPOSED FLOOR PLAN - 1 ST FLOOR LO MS - DIRECTED BY THE PUBLIC WORKS DIRECTOR, OR HIS/HER DESIGNATED A-2.2 PROPOSED FLOOR PLAN - 2ND FLOOR CONTRACTOR SHALL THOROUGHLY EXAMINE THE SITE AND SATISFY HIMSELF AS OF REPRESENTATIVE. A-3.1 PROPOSED BUILDING ELEVATIONS - FRONT, REAR q Ln THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. THE A-3.2 PROPOSED BUILDING ELEVATIONS - SIDE CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS AFFECTING HIS FOR RESIDENTIAL DEVELOPMENTS, NO RESIDENTIAL UNITS WILL BE RELEASED FOR A-3.3 MATERIAL BOARD z 151'-3" WORK AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NO OCCUPANCY UNLESS THE IMPROVEMENTS TO BE CONSTRUCTED TO CITY A-3.4 NEIGHBORHOOD CONTEXT J I Ms SIDEYAR W Z EXTRA COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR THE STANDARDS AND/OR TO BE ACCEPTED FOR MAINTENANCE BY THE CITY, INCLUDING A-4 BUILDING SECTION & DETAILS I SETBACK I 5' 9" I EXPENSES DUE TO HIS NEGLECT TO EXAMINE OR FAILURE TO DISCOVER WATER METERS & SANITARY SEWER CLEANOUTS, ARE SUBSTANTIALLY COMPLETE A-5 PROPOSED BLOCKOUT CALCULATION 2ND STO Y BALCONY)Ir SIDEYA D CONDITIONS WHICH MAY AFFECT HIS WORK. PER THE CITY OF MOUNTAIN VIEW STANDARD PROVISIONS FOR PUBLIC WORKS A-6 ARCHITECTURAL DETAILS Lu SETBACK o 0 CONSTRUCTION. THE PUBLIC WORKS DIRECTOR SHALL MAKE THE DETERMINATION D_ � (2ND STORY BALCONY) s91 rta W z ALL NEW INTERIOR PAINT COLOR, FLOOR, WALLS AND CEILING FINISHES SHALL BE OF WHAT PUBLIC IMPROVEMENTS ARE SUBSTANTIALLY COMPLETE. LANDSCAPE PLAN O ° SELECTED BY OWNER AT THE TIME WHEN IT IS NECESSARY FOR THE COMPLETION L-1 EXISTING & PROPOSED TREE PLAN j W OF THE PROJECT. L-3 LANODSOCAPE NOTES PLANTINGSED PLAN i i I � LL_ W 0 ALL PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE LATEST I HYDRAZONE & WATER BUDGET CALCULATION ADOPTED CITY STANDARDS. THE STORING OF GOODS AND MATERIALS ON I PROPOSED IRRIGATION PLAN r n N SIDEWALK AND/OR STREET WALL NOT BE ALLOWED UNLESS THE CONTRACTOR HAS I PROPOSED IRRIGATION DETAILS O APPLIED AND SECURED A SPECIAL PERMIT WHICH ALLOW SUCH STORAGE TO BE W U PLACED. U1 TOPOGRAPHIC SURVEY 6'-0') aO PROPOSED LIVING SPACE: / THE BUILDER MUST PROVIDE THE HOMEOWNER W/ A LUMINAIRE SCHEDULE (AS PROJECT DATA No A/ I 3855 S.Q. REQUIRED IN T-24, PART 1 , #10-103(b)) THAT INCLUDES A LIST OF LAMPS C uni s will be pproved I Ms (1 F 3002 S.F. 2F 853 S.F. INSTALLED IN THE LUMINARIES. as part of he planni g permit ap rov / 0 * FIRE SPRINKLERS REQUIRED. OBTAIN SEPARATE FIRE PERMIT. DESIGN & ( /1 N Z FINAL INSPECTION OF THE STORM WATER SITE DESIGN MEASURE THAT WILL BE INSTALL IN ACCORDANCE W/ NFPA 13D, 2016, & CITY OF MOUNTAIN VIEW 5'-b" lJ J ZONING DESIGNATION: R1 -10 _ INSTALLED FOR THE PROJECT BY THE FIRE & ENVIRONMENTAL PROTECTION RESIDENTIAL FIRE SPRINKLER SYSTEM REQUIREMENTS. COORDINATE WATER DIVISION IS REQUIRED PRIOR TO BUILDING PERMIT SIGN-OFF. PLEASE CONTACT METER & WATER MAIN SIZES W/ APPROVED FIRE SPRINKLER SHOP I SIDE AR CARRIE SSANDAHL AT 650 903 6224 TO SCHEDULE AN INSPECTION. EXISTING USE. SINGLE FAMILY RESIDENTIAL DRAWINGS. (MIN. 1 " METER & 1" SERVICE UNLESS HYDRAULIC 5 SETBACK CALCULATIONS PROVE EXISTING ADEQUATE). j �° SID YARD PROPOSED ARAGE n/ W PROPOSED USE: SINGLE FAMILY RESIDENTIAL * FIRE SPRINKLERS WILL BE A DEFERRED SUBMITTAL. I� ^ SETBACK 454 S.Q. ° L� OCCUPANCY GROUP: R3/U ,4'- (2ND STORY) EXISTING BUILDING: 4 BEDROOMS & 2 BATHS, ADU 10'-0"1 D (N) NDERSGROUND �AETBAC DEYAR ^ I ETA PGRADE PROPOSED BUILDING: 4 BEDROOMS & 4.5 BATHS, w m m. ,� IND` Y) A ANEL SYMBOL FIRE SPRINKLER SYSTEM: YES V C N TY V A P z �/ _ _ _ _ ,A 400A TYPE OF CONSTRUCTION: V-B cn a I SITE AREA: 11250 S.F. 0.2583 ACRE CD B SECTION EXISTING LIVING FLOOR: 2758 S.F. (MAIN: 2012 S.F, ADU: 746 S.F.) Ul CD° o o 0 A5 SHEET NUMBER PROPOSED LIVING FLOOR: 1097 S.F. Ell .- Stevens Creek Blvd � Stevens Creek Blvd CD W REVISIONS: TOTAL MAIN UNIT LIVING AREA: 3855 S.F. (1 F 3002 S.F. / 2F 853 S.F.) o B DETAIL ozvalley W X `� 25' BUILDING LINE LU o A5 SHEET NUMBER 2ND FLOOR TO 1ST FLOOR RATIO 28.4% (853/3002) sunflower SubwayTa;wanese•s - - - - - - - - - - - - - - - - w- - fTl- -�- PROPOSED GARAGE: 454 S.F. Sunflower Sandwich•S TLC J z E COLUMN GRID TOTAL BUILDING AREA: 5055 S.F. 9 L------- n (E) CONC. ,f w `'' z —A4 ---- DRIVEWAY a o ALLOWABLE FAR: 45% z J z Q 682 S.Q. _ FLOOR AREA RATIO (FAR): 44.93% ( 5055/11250 m ) cr) Q m 20'-0" v _ EO EXISTING DOOR Q o �,, _ o cw ooP LOT COVERAGE: 49.59% ( 5579/11250 ) c �' cn o REQUIRED FRONT YARD TREE 5579 S.F. (MAIN: 4565 S.F, ADU: 1014 S.F.) v _ z O Q o The front and tree will be AnnO I n 7 � O W M „- cv I �z a twenty- our-inch box or larger, B INTERIOR ELEVATIONS o ¢ ;n ; z� with a minimum planting heigh of six feet. BUILDING HEIGHT: 27 -10" cv Q o A5 INDICATOR ro m SHEET TITLE: NUMBER OF STORIES: 2 L-Li 19133 Cozette Ln, Per C C 19.124.030 (1) (e) Lots 60 feet ii widt , IMPERVIOUS AREA: 1776 S.F. 15.8% OF TOTAL ip Cupertino,CA 95014 n (E) LANDSCAPE maximum impervious area = 40% ff fro t yard ar Q 587 S.F. = 39.1% (587/1500) of front yard area T T E SHEET PREVIOUS LANDSCAPE AREA: 5270 S.F. 46.8% OF TOTAL GozetteLn z z FIRE PROTECTION NOTE O PROPOSED BLDG. SET BACK: FRONT 28 FT. 6 IN. PORCH 25 FT.) S TE PLAN HOMES. INCLUDING ATTACHED GARAGES SHALL BE PROVIDED WITH AN APPROVED (1ST FLOOR) SIDE 10 FT. LEFT/( 5 FT. RIGHT AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13D. THE REAR 48 FT. 7 IN. Conc. Si`� o Conc. Si ewalk DEVELOPER AND CONTRACTOR SHALL ENSURE THAT UNDERGROUND WATER LINES ERTY LI ES 75.00 N89 37 00 E AND WATER METERS ARE SIZED TO ACCOMMODATE THE AUTOMATIC FIRE PROPOSED BLDG. SET BACK: FRONT 30 FT. 6 IN. REAR 81 FT. 3 IN. 7!SPRINKLER SYSTEM. COORDINATE WITH THE FIRE SPRINKLER SYSTEM CONTRACTOR. (2ND FLOOR) SIDE 24' 8" LEFT / 13' 9" RIGHT rF DATE PROJECT N0. Cupertino High School Loree live PROPOSED BLDG. SET BACK: FRONT 46' 5" REAR 65' 4" a, 0//" M FIRE SERVICE INSTALLATION APR. 1, 2022 22- °° °° m Driveway � o o Driveway (2ND FLOOR BALCONY) SIDE 15 o p 3 LEFT / 25 5 RIGHT THE FIRE SERVICES, INCLUDING WATER SERVICES SUPPLYING NFPA 13D FIRE p o l�F x SCALE DRAWN SPRINKLERS, SHOWN ON THESE PLANS ARE PRELIMINARY AND SHALL BE APPLICABLE CODES: 2019 CRC, CGBC, CMC, CPC, CFC, CEC, = & CITY OF CUPERTINO ORDINANCES. Rolled Conc. Curb Gutter AS SHOWN HC INSTALLED UNTIL AFTER THE FIRE SPRINKLER PLANS HAVE BEEN APPROVED BY 2019 CALIFORNIA ENERGY CODE THE CITY. IF THE FIRE SPRINKLER PLANS REQUIRE CHANGES TO THE UTILITIES z SHEET SHOWN ON THESE PLANS, REVISIONS TO THESE PLANS MUST BE APPROVED BY ASSESSOR PARCEL NUMBER: 375-07-019 COZETTE L A E THE PUBLIC WORKS DEPARTMENT PRIOR TO THE INSTALLATION OF THE FIRE A - 0 UTILITIES. CCD o m W 1 /8 99 OF 1 2SHFETS ommunity eve opment Department Planning Division — Cupertino CUPERTIN APPROVED Case# R-2022-014, a Appro a I Body: Director/StafF < > A pp o ro a I Date 08�29/22 O �� o 0 : Silicon Valley Custom Homes, LL Signat re Emi Suqiyama Case Manager 682 Villa Street, Suite Cl Mountain View, CA 94041 www.svcustomhomes.com (408) 204-0345 ED ARCy �C 1 NG C-28947 OF CAL\ O 0 .o 0 OWNER: CLANG KIM 19133 COZCETTE LN CUPERTINO, CA, 95014 (408) 605-0615 W U� D 0 z 0 Ln L_I_I z U — z LLJ z W < � [Y- LLJ L - 0 00 � W N � W � 0Q U U � O 0 � W El- 0 D D.s. �- U 0 0 0 � D.S. N REVISIONS: S� CET TfTEC. O 00 ROOF PLAN 0 D.S. o 0 �?o O 0 0 DATE PROJECT NO. 0 O D.S. Apr. 1, 2022 22 SCALE DRAWN AS SHOWN HC SHEET A - 1 � 1 1 /499 1 oE1 2SHEETS PROPOSED ROOF PLAN ommunity Development Department o Planning Division — Cupertino CUPERTIN APPROVED � AC ( b m Case# R-2022-014, � OD� A� cn �o� A —i '4 PALM o 0 D r. AKMrtZWWLWrrtUW O Appro a I Body: Director/Staff o Appro aI Date 08/29/22 0 0 498, rt o Signat re Emi Suqiyama N 'k 17 Case Manager 5.4 49.7 n Q J�Y. Silicon Valley Custom Homes, LLC s ss O 682 Villa Street, Suite Cl Q Mountain View, CA 94041 Exisitng ADU JT. A o www.svcustomhomes.com to p e n1 G i n (408) 204-0345 1� m m_ LIVING SPACE p CAI a 746 S.Q. 22, 49. ED AR�h, :0 CID o I NC 8 r < = V O isJ � C'A m o 100 * S O O. = �'� C-28947 Q 2 rn a 2 i`ti Q 49.8 m OF CAL�� o � 71 � o o �• IL 5.4' A N O O O j Cx OWNER: m -to EL 4.6' QSo CLANG KIM 19133 COZCETTE LN �, Ross CUPERTINO, CA, 95014 (408) 605-06 5 CD O o O 10 CypR-SS c� 4.5' o V / � O Q O Conc. Step Z 0 (�l •,• Ln U] CD S� Cy O � 0 9.9' A�Fss 1 W o W o � Q 11 � o W Z a LEGEND: � 0 coo n j R � EXISTING WALL TO REMAIN AND REPAIR 13.1' U) N0 ❑❑ 00 UU Existing House u- 0 0 0 EXISTING LIVING SPACE/ O �8 MULTI n a 0 s O o 0 EXISTING GARAGE SPACE �1 430 S.Q. U o o o o W Q REVISIONS: y 13.3 5.9' s 0 0 W LLJ z J W v O a n 3 C) O 7 � n oCNn n N n o O p r• � Z j S1 IEET TITLE: D � a � Z o o DEMOLITION PLAN CL EXISTING PLAN At Conc. Sidewalk A C nc. Sidewalk Oly�� DATE PROJECT NO. vC) Nov. a z 18 TREE ti 7 n TE)W -Zi � " 0 50.6 O Driveway : O 50. 6 0 o Driveway o O o SCALE DRAWN �. O O- 18 TREE 0 AS SHOWN HC Rolled Conc. Curb Gutter SHEET 00 COZETTE LN. A 1 2 DEM 0L T ON PLAN / EXIST N G PLAN 1 /8 " 1 SE1 2SHEETS ommunity Development Department Planning Division — Cupertino CUPERTIN4 APPROVED Case # R-2022-014, 36'-2" 23'-10" a Approval Body: Director/Staff ApproYa I Date 08/29/22 Signat re Emi Suqiyama Case Manager Silicon Valley Custom Homes, LLC 682 Villa Street, Suite Cl Mountain View, CA 94041 www.svcustomhomes.com (408) 204-0345 MASTER BEDROOM ED ARCy I NC -4 �� n-A * � o * C-28947 Q qt: to-lb OF CAS-��O 0 I o PATIO 0 OWNER: \A CHANG KI 19133 COZETTE LN �,N CUPERTINO, CA, 95014 00 S�0 WALK-IN MASTER BAT (408) 605-061 5 LO GreenPoint Rated Checklist: ,0 * LOW-VOC INTERIOR WALL/CEILING PAINTS. (<50 GPL VOCS REGARDLESS OF SHEEN) * USE LOW-VOC COATINGS THAT MEET SCAQMD RULE 1113. LLI * USE LOW-VOC CAULKS, CONSTRUCTION ADHESIVES AND SEALANTS THAT MEET SCAQMD RULE 1168. * REDUCE FORMALDEHYDE IN INTERIOR FINISH - MEET CURRENT CARB AIRBORNE TOXIC CONTROL MEASURE (ATCM) FOR COMPOSITE WOOD FORMALDEHYDE LIMITS BY MANDATORY COMPLIANCE DATES. *ALL CARPET AND 80% OF RESILIENT FLOORING IS LOW EMITTING. O * PROTECT ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS AT EXTERIOR WALLS AGAINST THE PASSAGE OF RODENTS. p O * PROTECT DOCUMENTATION OF VOC LIMITS AND FINISH MATERIALS. 0 *CHECK MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALL AND FLOOR FRAMING FEFORE ENCLOSURE. u J O p KITCHEN NOOK FAMILY ROOM * HVAC SYSTEM INSTALLERS MUST BE TRAINED AND CERTIFIED AND SPECIAL INSPECTORS EMPLOYED BY THE \ T ENFORCING AGENCY MUST BE QUALIFIED. r U J T *CARPET&CARPET SYSTEMS SHALL BE COMPLIANT WITH VOC LIMITS. (4.504.3) W Z LO C U __jQ N I BATH 2 BEDROOM 2 GreenPoint Rated Checklist: z ILJ Z (C) * HIGH EFFICIENCY SHOWERHEADS<- 1.8 GPM AT 80 PSI. (MULTIPLE SHOWERHEADS SHALL NOT EXCEED MAX. FLOW RATES) � 1— O * HIGH EFFICIENCY BATHROOM FAUCETS<_ 1.2 GPM AT 60 PSI. W I 1 * HIGH EFFICIENCY KITCHEN AND UTILITY FAUCETS <_ 1.8 GPM. Li- * INSTALL ONLY HIGH EFFICIENCY TOILETS. (DUAL-FLUSH OR<- 1.28 GPF) PER CPC 402.2.2. L/ l Li_I N A/C * DESIGN AND INSTALL HVAC SYSTEM TO ACCA MANUAL J, D,AND S RECOMMENDATIONS. 0 * DUCT SYSTEMS ARE SIZED, DESIGNED,AND EQUIPMENT IS SELECTED PER SEC. 4.507.2. HVAC SYSTEM 5'-0" INSTALLERS MUST BE TRAINED AND CERTIFIED AND SPECIAL INSPECTORS EMPLOYED BY THE ENFORCING U U AGENCY MUT BE QUALIFIED. * INSTALL ENERGY STAR BATHROOM FANS ON TIMER AND HUMIDISTAT. A/C * INSTALL WHOLE HOUSE FAN W/INSULATED LOUVERS/COVERS (MIN. R-4.2)WHICH CLOSE WHEN THE LAUNDRY FAN IS OFF. 0 * COMPLIANCE WITH ASHRAE 62.2 MECHANICAL VENTILATION STANDARDS. (AS ADOPTED IN T-24 PART 6) /1 Z *ALL PLUMBING FIXTURES & FITTINGS SHALL MEET THE STANDARDS REFERENCED IN TABLE 1401.1 OF EVAT a 2019 CPC PER CGBSC 4.303.3.2. PANTRY w/H Ln W DINING ROOM GreenPoint Rated Checklist: * DIVERT 65%(BY WEIGHT) OF ALL CONSTRUCTION AND DEMOLITION WASTE. O (RECYCLING OR REUSE) * DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED DURING CONSTRUCTION. 00 * INSTALL HIGH-EFFICIENCY IRRIGATION SYSTEM. SYSTEM HAS SMART (� (WEATHER-BASED) CONTROLLER. BATH * HOMEOWNER MANUAL OF GREEN FEATURES/BENEFITS SHALL BE GIVEN TO THE THE OWNERS AFTER THE CONSTRUCTION IS FINISHED. *ALL ADHESIVES, SEALANTS, CAULKS, PAINTS, COATINGS, &AEROSOL PAINT CONTAINERS N T MUST REMAIN ON THE SITE FOR FIELD VERIFICATION BY THE BUILDING INSPECTOR. CGBSC 4.504. 0 * PRIOR TO FINAL INSPECTION, A LETTER SIGNED BY THE GENERAL CONTRACTOR OR T THE OWNER/BUILDER (FOR ANY OWNER/BUILDER PROJECTS) MUST BE PROVIDED TO REVISIONS: 0 THE j GARAGE N SYSTEMS TY O(INCLUDING COARPETING, C BUILDING OUSHION &ADHESFFICIAL IIVE)NG T RESILIENT HAT ALL DFLOORING CARPET 20'x20' CLEAR SYSTEMS, &COMPOSITE WOOD PRODUCTS INSTALLED ON THIS PROJECT ARE WITHIN N THE EMISSION LIMITS SPECIFIED IN CGBSC 4.504. CD I N FOYER 20'-0" o EXERCISE ROOM T LIVING ROOM LO SHEET TITLE: CD I N r, PROPOSED FLOOR PLAN I I N PORCH 0 I 1 F N DATE PROJECT NO. Apr. 1, 2022 22 SCALE DRAWN 1» p11 1» AS SHOWN HC 2 —72 10 —0 2 —72 8 —0 16 —4 20 —5 SHEET 1B A 2 . 1 PROPOSED FLOOR PLAN 1 ST FLOOR 1 /499 1 OF12SHEETS o n m tnity-0evea$pme nt-De part me r� Planning Division — Cupertino CUPERTINO APPROVED Case R-2022-014, A Approval Body: Director/Staff Approva I Date 08/29/22 Signa ure Emi Suqiyama Silicon Valley Custom Homes, LL Case Manager 682 Villa Street, Suite C1 Mountain View, CA 94041 www.svcustomhomes.com (408) 204-0345 E� ARCy V�v N I NG �TF A * � moo * �e,ti C-28947 c�OF CA 0 OWNER: SAM KI 19133 COZETTE LN CIJPERTBNO, CA, 95014 (408) 605-0615 �O PATIO QP 4'-8" 3'-11" 16'-4" O � .1 50%(21")transparent glass rail M 50%(21")solid rail F.F Ln z P� W U - 0 z W 34,_4„ I I I P\� 2nd FAMILY ROOM � 0 0 LLI LL- N N 2 IW 0 < N W --1 U U EVAT CD 11-q u z M F.F WET BAR 14_ 13'-10 1. SINK 7 PATIO � 2. COUNTER + UNDER COUNT BEVERAGE CO W NOT INCLUDED A FU L IZ D LJ— d 1, REFRIGERATOR, N 22 DV 0 M OUTLETS, GAS C N EC 10 S, OR SPACE FOR A P IA 2nd FAMILY ROOM 00 \VI a7 nd MASTER BA O REVISIONS: h T� 90 WALK IN CLOSE 2nd MASTER ROOM CY) O i nd MASTER BA O I� a I n WALK IN CLOSE 2nd MASTER ROOM 15'2"x 15'3" 231 sgfl O I SHEET TITLE: 0 I p o I UW N N I I F.F 8'-7„ 16'—4" 11'-81$ PROPOSED FLOOR PLAN DATE PROJECT NO. Apr. 1, 2022 21-59 SCALE DRAWN AS SHOWN HC SHEET A 2 . 2 99 - 2 N D FLOOR 1 /4" 1 OF12SHEETS BALCONY RAIL DETAIL- 1 /8 2 PROPOSED FLOOR PLAN ommunity Development Department Planning Division — Cupertino CUPLRTINQ APPROVED Case # R-2022-014, A Approva I Body: Director/ Staff Appro a I Date 08/29/22 Signatuire Emi Suqiyama Case Manager Silicon Valley Custom Homes, LLC 682 Villa Street, Suite C 1 Mountain View, CA 94041 www.svcustomhomes.com Ln 12 (408) 204-0345 a4 vTOP PLATES E� ARC �v� N i Nc y/�F C-28947 �, Q ti 0 OF CA0�` I 0 0 I 0 0 `° I 0 I � I N - 2ND FLOOR 01 SUBFLOOR OWNER: N CHANG KI 19133 COZETTE LN CUPERTINO, CA, 95014 19133 (408) 605-0615 0 UDU UUU DUU UUU o W 0 - 0 I I 0 I o 0 Ll 0 1 ST FLOOR _ _ 0 SUBFLOOR = 0 if NATURAL GRADE Ln A. PROPOSED FRONT ELEVATION (SOUTH) LLI U Q WZ W < 0:� 0 � W 0 W � OQ U U I 0 � Ln N 0-) LO LE LLJ TOP PLATES 0 � � U N I 0 REVISIONS: 12 0 i� FLOOR FL SHEET TITLE: 0 0 CCODI0 PROPOSED ELEVATIONS —FRONT, REAR _ 1ST FLOOR 0 SU FLOOR I DATE PROJECT NO. NATURAL GRADE Apr. 1, 2022 22- B. PROPOSED REAR ELEVATION (NORTH) SCALE DRAWN AS SHOWN HC SHEET A - 3 . 1 PROPOSED BU ED N U EEEVAT ON S 1 /4" 1 OF1 2SHEETS ommunity Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2022-014, A Approva I Body: Director/ Staff Appro a I Date 08/29/22 Signatuire Emi Suqiyama Case Manager Silicon Valley Custom Homes, LLC 682 Villa Street, Suite C 1 Mountain View, CA 94041 www.svcusto omes.com (408) 204-0345 TO TOP PLATES ED ARC *� low* C-28947 �, Q 0 of 0 I I o � I I 0 `V DOUBLE TOP PLATES N 2ND FLOOR OWNER: — — - - — - - — — — — - - — - - — - - — — uSUBFLOOR CHANG KI 19133 COZETTE LN CUPERTINO, CA, 95014 (408) 605-0615 0 LLI I II 0 II O 7t 1 ST FLOOR SUBFLOOR = 0 _I u J NATURAL GRADE NATURAL GRADE C . PROPOSED RIGHT ELEVATION EAST U 4 WZ W < 0:� S � LLJ 0 U) W N W OQ n-,,, c3 UU � Ln N z 10 LE TOP PLATES O U 0 Cal 0 I I REVISIONS: i� 0 I i� `V 2ND FLOOR L0 — — — - - - - — - - — — - - — - - — - - — - - — - - SUBFLOOR 11 1� 11 1 11 11 11 11 1� 1� N Ft— I 0 SHEET TITLE: 0 I I � I I o PROPOSED ELEVATIONS Ld LLJ 7717, SIDE I F T S 1 FLOOR - - _ — — - - — — - I- - - _ 1ST:SUBFLOORFL - - - - - - - - - - - - - - - QD DATE PROJECT NO. NATURAL GRADE Apr. 1, 2022 22— D . PROPOSED LEFT ELEVATION (WEST) SCALE DRAWN AS SHOWN HC SHEET A 3 . 2 PROPOSED BUILDING EEEVAT ON S 1 /4" 1 OF1 2SHEETS o mm-u-n ity--D-ems e nt De-p.a-r-t m.e_n t Planning Division - Cupertino c�PERTkN� APPROVED Case # R-2022-014, A BALCONY RAIL Appro al Body: Director/ Staff .ti Appro a I Date 08,29,22 _ MATERIALBOARDSignat re Emi Su i ama i'••• Case VanagL,r i Silicon Valley Custom Homes 682 Villa Street, Suite C1 EXTERIOR STONE Mountain View, CA 94041 METALROOF www.svcust°mn°mes.c°m STUCCO � —--� (408) 204-0345 1 4- E� ARCA 77 -- ; r --- - -- T -- OWNER: -- I r - . x SAM KIM 19133 COZETTE LN GRAY BLOC{ - { — CUPERTINO, CA, 95014 (408) 605-0615 BABE B LR 83 is FOLDING DOOR W I� k O 7t Z O Ln WINDOW PIP - - Ultra Series I C50 w A z r • � L � z W ` .. — -- 0 LLI Lj O - = O N O \ W � UU w-- ' O Fiberglass $$$ - - - Ln Features 0) _ Product Type Wall Pack Strong and beautiful, durable fiberglass _ W - Fixture Moterial Meta.l ndo s are built to Cast. - _ _ - _ LE 0— Metal Type Steel O Fixture Finish Matte Black C--� Suitability- (� Power Source Hardwired Replacement, New Construction Voltage 120 Volt Style: Co:�terr�porar r ENTRANCE DOOR Dry, Damp or Wet Location Listed Not Listed GARAGE DOOR DARK SKY LIGHTING Weatherproof Yes REVISIONS: innovatiom. Weather Resistanfi Yes S€rong and Weather resistant ' ,. Marine Grade yes s Number of Lamp Heads t Dusk to Dawn lies Truer Yes Motion Sensor Yes a 1 Video Enabled No SHEET TITLE: Maximum Wattage(per bulb) so Watt !� MATERIAL BOARD r Inteprc�ted LED No Bulb :ncluded Yes I Bulb Type Included Incandescent • DATE PROJECT N0. t Dimmable Yes Mounting Placement Wall SCALE DRAWN AS SHOWN HC Supplier Intended and Approved Use Non Residential Use; Residential Use M w SHEET IP Rating 5A-3 .3 Number of Lights i ¢st.l y a AMA • T% 16, I - ill-� ;�~• ` �• / •�' - •. .. 1 ic tip Opt y lri. .9, f� ••, , ' V _- ` - �_ - _ _ __ _ - �_ _ - - ram- -i - _ __ _t. -_ - - - .- - -� _. 4 • _ • � _ __ J • ^� � •rr •- .- i �� A r�s. �.4'�i� � .�•t 1 j y •I• '442 4 �1,� �'- ,••`� 7• t. 1 - : w'•�t- r% 'S. ',gr L,I?µ_. r s' k .�- � ..r ,, r 5 �>F I�' �' Vie! .a 1 �.�y}$. jet,-^ i. -� 'C. -L�-• �r :i�;+[ •ram _ ,y ,_�, -wl! �� s�„� .�.-"G!: 'R•' '�`.,; �i d +. 11 'I .7r r�� - r�1 I •�. -mac - _—.. .-.�- _. _ �.__-�- �,! x•_ -C., �`ter ':idr• .r ! �'.y / C,` y'^'N. ���: �`ItRi' �✓ nF. � k p I�•^ I ! r II / - ¢' �'�� 1 _ "4'LA / '\Y' .Y "L - -_. - 77 W- ,III L �'� _'. r. �, • ? �17 IN id 777 i i r•- ,r:,, � ,f"z "�:l'y) Orr � _ - r -£�s. ..'••■:Jr ,.� a w w / .• ., " +rrIlk— 'fir. - ,+..•-.�. ommunity Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2022-014, AVwW&)Wu'kQW No Approva I Body: Director/Staff STANDING SEAM MET'AL ROOFING W/ Appro a I Date 08/29/22 STGPO/ RAMNOD HHIAHIIN 0/ ROF FRAMING, TYP. Signature Emi Sugiyama 2 Case Manager 12 TYP. 2X8 REDWOOD FASCIA BOARD 411[� Silicon Valley Custom Homes, LLC �n TYP. 24 GA. GALV. SHEET METAL GUTER AND DOWN SPOUT. TOP PLATES � f 682 Villa Street, Suite Cl Mountain View, CA 94041 (---R-38 INSULATION www.svcustomhomes.com CEILING, TYP. (408) 204-0345 0 I COATS OF STUCCO 0/ �p ARC 0 0 �2) ,Q' GRADE BLDG. PAPER WALK IN CLOSET 2nd MASTER ROOM 2nd MASTER BATHROOM 0/ �X WOODNSDTUDS,ATYP G v� ING SUBFLOOR %IN2 HFL OR JOISPLYWOOD S WO D a 4 u,9 q 28947�,�� `V 2ND FLOOR U LjOF CAL�� of SUBFLOOR 7 x TYP. R-21 INSULATION PERIMETER WALLS OWNER: I I CHANG KIM 0 0 19133 COZETTE LN LIVING ROOM FOYER EXERCISE ROOM GARAGE CUPERTINO, CA, 95014 (408) 605-0615 R-19 INSULATION ® RAISED FLOOR TYP. 4" AREA, TYP. WOOD BASE 1 ST FLOOR W SUBFLOOR CRAWL SPACE U / NATURAL GRADE 0 A. BUILDING CROSS SECTION z 0 un U � z U < Wz W < no� 0 � W � W � OQ U U I O Nz W Ln TOP PLATES TOP PLATES 0 _ � U Cal I 0 I I 0 0 PATIO 2nd FAMILY R0010 P.W.Q ALK I CLOSET REVISIONS: � 412 I i� `V 2ND FLOOR 2 R of SUBFLOOR SUBFLOOR \ o 0 I I I SHEET TITLE: 0 0 0 PATIO NOOK F R BUILDING CROSS SECTION 1ST FLOOR 1ST FLOOR SUBFLOOR SUBFLOOR I I CRAWL SPACE _ DATE PROJECT NO. NATURAL GRADE NATURAL GRADE Apr. 1, 2022 22- SCALE DRAWN B. BUILDING CROSS SECTION AS SHOWN HC SHEET A - 4 PROPOSED BU LD NIS CROSS SECT ON 1 /499 1 OF 1 ZEETS ommunity Uevelopment Department Planning Division — Cupertino -CUPERTINA APPROVED Case# R-2022-014, A Appro a I Body: Director/Staff Appro a I Date 08/29/22 Signattire Emi Suqiyama Case Manager Silicon Valley Custom Homes, LLC 20'-3" 16'-4" 682 Vi11a Street, Suite C 1 Mountain View, CA 94041 www.svcustomhomes.com (408) 204-0345 FLOOR AREA RATIO CALCULATION ED ARCy� A = 16'4"X16'5"= 268.14 SF iNG B = 20'3"X7'11"= 160.31 SFrr77.A17 d * 7 von' C = 24'11"X9'11"=247.09 S F u, a C-28947 Q D = 16'4"X4'0"= 65.33 SF 9�X a�. 1011b"o� E = 1118"X91811= 112.76 SF OF CA0 26•-,0" TOTAL: 853.63 SF KF FLOOR AREA RATIO: 0 853.63 / 11250 = 7.58% OWNER: CHANG KI 19133 COZETTE LN CUPERTINO, CA, 95014 (408) 605-0615 ,6'-4" 24•-„- U� 0 Z 0 PROPOSED FLOOR AREA RATIO BLOCKOUT CALCULATION ( 2ND FLOOR ) 1 /899 2 Ln W � z U < z � LL-] z 23'-10" L_LJ < � O FLOOR AREA RATIO CALCULATION 0 LL W 0 A = 23'10"X21'6"= 512.42 SF r n N B = 39'7"X49'5"= 1956.07 SF �/ l W O C = 20'5"X47'5"=968.09 SF W U U D = 10'0"X2'0"= 20.00 SF TER BEDRO LOT COVERAGE CALCULATION (INCLUDING EAVE & PORCH) TOTAL: 3456.58 SF 0 FLOOR AREA RATIO: A = 28'1 0"X1 1' 6"= 331 .58 SF 3456.58 / 11250 = 30.72% 0 B = 44'7"X64'5"= 2871 .91 SF C = 16'0"X5'6"= 88.00 SF � W /P D = 20'51"X62'5"= 1274.34 SF EL- WALK-IN MASTER BAT O 0 TOTAL: 4565.83 SF U LOT COVERAGE: 4565.83 / 11250 = 40.59/0 0 rclao I TCHE NOOK FAMILY ROOM BATH BEDRO 2 REVISIONS: 0 in LAUN i 9n O O a a 44'-7` 20'-5" PANTRY WiH DINING ROOM AT 0 O ❑ SHEET TITLE: GARAGE FOYER /IVINGROOM EXERCISERO BLOCKOUT CALCULATION DATE PROJECT NO. Apr 1, 2022 21-59 0 tV SCALE DRAWN 10'-0" AS SHOWN HC 39•-7" 20'-5" SHEET A - 5 PROPOSED FLOOR AREA RATIO BLOCKOUT CALCULATION ( 1ST FLOOR ) 1 899 3 PROPOSED LOT COVERAGE BLOCKOUT CALCUL-AT ON 1 /8 " 1 OF12SHEETS J WINDOW FLASHING Community Development Department � ROOF SHT'G. PER STRUCT. PLANS y p p . SECTION 1402.2 OF THE CODE STATES THAT Planning Division - Cu e- n TRUSS HEEL MAY VARY _ "EXTERIOR OPENINGS EXPOSED TO THE WEATHER p f SEE ROOF PLAN / ELEVATIONS n SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE APPROVED TYP. 7/8" CEMENT PLASTER MANUF. FACTORY i —r-- THEM WATERPROOF" cVPER tyro ■ ■■ J ROOFING MATERIAL PER PLAN OVER PAPER BACKED LATH FINISHED WINDOW Case tt R-2022-014, {�� (2 PLY GRADE "D" PAPER) AS SCHEDULED MOISTOP TO BE IS" WIDE TYPICAL FIRE BLKG WHILE EAVE IS LEES FIXED OR SLIDER i a ELT THAN 5' FROM PROPERTY LINES WHERE INDICATED 36" WIDE FLASHING f� VENT 16X� e EVERY 4TH BLOCK I _ Body: Diredc&IZ eta FrMENT RUN OR (4) 2",P HOLE m EACH BLOCK SEALANT - �1� 8 CENTERED i LINTEL - Approva I Da e 08 NGTH OF VALLEY. �� J/ WHERE SAVE IS 5 OR OVER E, CONT. BEAD (RUN PARALLEL BELOW I i FROM PROPERTY LINES. WINDOW- Approval Sig ature Emi Su =EY PAN) \. �' ,� MIN. 30 * ROOF FLET LAP O/ t 2Cs �na�erALV. MTL. i ROOF MATERIAL PER PLAN EAVE RISER HEADER - SEE PLAN ROUGH-IN y LLC _ CAULK BEHIND NAIL FIN OPENING i SIIICOf1 Valley Custom Homes, VALLEY FLASHING 30 * FIELD ROOF FELT fV \� EAVE RISER W/ _ _ PRIOR TO INSTALLING WINDOW INSTALL PER ROOFING WEAVE 12'' MIN. �� ------ MFGR. REQUIREMENTS THROUGH VALLEY ti i WEEP HOLES TYP. 1/8 CEMENT PLASTER SILL I PER ROOF TILE MFGR. OVER PAPER BACKED LATH 1 _ _ TYP. 24 GA. G.S.M. FLASHING (2 PLY GRADE "D" PAPER) 682 Villa Street, Suite Cl EDGE DRIP METALI��I,II �,I II A_ 4 Mountain View, CA 94041 SEAMLESS ALUMINUM �� www.svcustomhomes.com PREFINISHED GUTTER �� SEALANT © ALL EDGES F43 SEE ROOF PLAN 1. 2. (408) 204-0345 - - TYP. SLIDING DOOR ATTACH SILL STRIP WITH TOP EDGE ATTACH JAMB STRIP WITH SIDE EDGE 2X8 FASCIA RESAWN SEALANT - LEVEL WITH ROUGH SILL - EXTEND EVEN WITH ROUGH-JAMB FRAMING SEE DOOR SCHEDULE BEYOND EDGE OF ROUGH OPENING AT START STRIP I" BELOW LOWER EDGE 2" CONT. VENT STRIP i LEAST 8"_SECURE ALL MOIST STOP OF SILL STRIP AND EXTEND 4" ABOVE WEATHER STRIPPING (OR EQUAL)WITH GALVANIZED NAILS LOWER EDGE OF LINTEL. ED ARC PRESAWN STARTED BD. j CORNER BEAD DOOR OR POWER-DRIVEN STAPLES. PRIME AND PAINT ADD H2.5 EA. RAFTER TYPICAL GYP. BD. SEE WOOD DOOR =` NOTE: LINE-WIRE WHEN USED AS BACKING TO SUPPORT BUILDING PAPER BENEATH NOTE: NO PENETRATIONS ROOF SHEATHING3-COAT STUCCO WALL TYPE DETAILS CASING WIRE LATH (NETTING)FOR PORTLAND CEMENT PLASTER (STUCCO) SHALL BE INSTALLED TO OCCUR THRU. FLASH'G. FRAMING PER PAN O/ METAL LATH / BLDG. PAPER AS FOLLOWS: C-2ss47 PAN. (SIDING AT ALT. CONDITION) I. WIRE GAUAGE, SPACING, AND ATTACHMENT SHALL BE IN ACCORDANCE WITH REQUIREMENT OF BUILDING NEWS ITEMS 41-1. �0 CA,O VALLEY °' 116 EAVE °' 112 SLIDING DR. HEAD & JAMB ' 8 TRANSOM LIGHT " 4 2 THE WIRE BACKINGHING AT ALL EDGES OF WALL OPENINGS MUST COVER 3. NO ATTACHMENT DEVICES NOR THE WIRE BACKING SHALL COVER OR ROOF SHINGLES TYP. 7/8" CEMENT PLASTER PENETRATE THE FLASHING MATERIAL. ROOFING MATERIAL PER PLAN _ OVER PAPER BACKED LATH INTEGRAL SKYLIGHT FLASHING WN R: MIN. 30 R EL ROOF FELT O E ROOFING FELT C H A f�G 0(0,M FIXED UNIT 2 X 8 RESAWN TYP. SLIDING DOOR ' SEE DOOR SCHEDULE M1 1 1 33 C®2�TTE L�1 ERTIfNO, CA, 95014 ICBO APPROVED SKYLIGHT BARGE BD. _ LAP CUPB _ - TYP. 24 GA. G.S.M. FLASHING = (40�) 605�0615 CAULK BEHIND NAIL FIN = _ PRIOR TO INSTALLING WINDOW " I� 2X4 FLATS a 24" O.C. TYP. 7/8' CEMENT PLASTER _ J RETRUN (2) TRUSS BAYS - A OVER PAPER BACKED LATH (2 PLY GRADE "D" PAPER) SEALANT © ALL EDGES ui 2" CONT. VENT STRIP 3 4 RESAWN SHT'G - TYP. SEALANT INSTALL WINDOW JAMB NAILING COMMENCING AT THE BOTTOM (SOLE ROOF RAFTER (STARTER BOARD) TYP. WINDOWS PER PLAN FLANGES OVER A CONTINUOUS BEAD PLATE)OF THE WALL, LAY BUILDING C OF SEALANT ON THE MOIST STOP PAPER UNDER SILL STRIP. D -� (OR EQUAL). INSTALL THE WINDOW PROVIDE 2X4 CRIPPLERS 8 ° CONCRETE STEP HEAD MOIST STOP (OR EQUAL) ON A NOTE: CUT ANY EXCESS BUILDING 24" O.C. FOR LATH SUPPORT TYP. 2-2X STUDS CONTINUOUS BEAD OF SEALANT PAPER THAT MAY EXTEND ABOVE THE O RAKE ENDS OR GABLE END a SLOPE MIN. 1 4":1 '-0" ROOF JOIST TRUSS "a ' / © JAMB APPLIED TO THE WINDOW HEAD NAILING SILL FLANGE LINE ON EACH SIDE OF � O AWAY FROM STRUCTURE FLANGE. (SHOWN AS SHORT DASHED LINES). - 1/2" GYP. BD. CORNER BEAD DO NOT SLICE BUILDING PAPER '^ HORIZONTALLY SO THAT THE PAPER Y, 2X NAILER TYPICAL GYP. BD. SEE WILL LAP A S�GESSIH EJLINB SCRIPS. BUILDING PAPER (B,C,D ETC.) OVER Z 3-GOAT STUCCO SYSTEM WALL TYPE DETAILS JAMB AND HEAD FLANGES, LAPPING FRAME WIDTH, TYP. O/ METAL LATH O/ BLDG. PAPER ROUGH OPENING, TYP. (SIDING AT ALT. CONDITION) EACH COURSE. J THE ABOVE METHOD APPLIES ONLY TO THE MOST COMMONLY USED TYPE OF METAL /4" /4" FRAME (SURFACE MOUNTED). FOR OTHER TYPES OF FRAMES, SPECIAL ATTENTION MUST Z BE PAID TO THE MANUFACTURERS RECOMMENDATIONS. z W SKYLIGHT NTS 117 RAKE 1113 SLIDING DOOR SILL 3 9 WINDOW HEAD & JAMB 3 5 TYP. MOIST STOP INSTALL NTS 1 U. Uj O � w U. INSULATION BLANKET C0 w N J AS REQUIRED PER O Q l� 3-GOAT STUCCO SYSTEM d ENERGY COMPLIANCE O/ METAL LATH O/ BLDG. PAPER TYP. 7/8" CEMENT PLASTER Electric Outlet w J CALCULATIONS TYP. (SIDING AT ALT. CONDITION) �� OVER PAPER BACKED LATH and Light Fixture U 1 X K.D. D.F. SILL BD. Locate Minimum 30 x 30 (762 mm by" � 5T1�AP PRV. OVERFLOW LINE LAP BLDG. PAPER 3" O/ AND APRON FLASHING 8 WEEP SCREED 762 of F Access Opening within h (22" O AT INTERIOR (NON TYP. WINDOWS PER PLAN mm}of Furnace. Exception: May he 22^ M HEATER GARAGE) WATER PTR. 30"(559 mm x 762 mm) provided largest `., CLOSET WHERE WEEP SCREED piece of equipment can be removed. CO J Z DAMAGE MAY RESULT Z-BAR FLASHING SEALANT @ ALL EDGES �fl'<� LightSvwitch STRAP �.. FROM A LEAK PROVIDE 2 U) r 1 4" HIGH X2�o GA. GALV. 20'(6os6 mm)Max. 0 �e MTL. SMITTY PAN WITH 25 GA. GALV. MTL. ROOF TO r WALL FLASHING PRIME TYP. 24 GA. G.S.M. FLASHING 30'(9t4amm) - X DRAIN TO OUTSIDE PAINT TO MATCH ROOFING EXTEND/ DRAIN TO '' Mill, w 9 WITHIN 611 OF GARAGE •4A 30 * ROOF FELT _ U.O.N. SEE FLOOR LAP UP FACE OF 1X4 _ _ CAULK BEHIND NAIL FIN 0. PPLAN ER WHERE R310OCCURS _ __ TYP. J-MOLD Attic Fumaee (762 mm} WEATHER BOARD LAP F W/ FIELD ROOF FELT PRIOR TO INSTALLING WINDOW (7s2 mm x 7s2 mm) O D Minimum 30" 30"x 30"Min_ _ Deep Working Platform: �:• 04 ROOFING MATERIAL — — not required if furnace Minimum 24'(610 mm) v PER PLAN can be serviced from Wide Solid Flooring forn acceess opening. Access Opening to Furnace Working Platform TYP. 1 3/4" SOLID CORE MIN. 30 * ROOF WOOD DOOR .}xr 2" THICK - __ �-- _ _ BELT IN FIELD ., NONCOMBU5TI5LE - 1 1/2 X 3 LAG BOLT WITH WASHER PAD FROM RIDGE EACH EACH END OF STRAP TO STUD 2" MIN. IMBED ROOF SI-IT'G ff �- TYP. 3/4 X 2 TRIM TYP. 7/8 CEMENT PLASTER I FRAMING PER PLAN OVER PAPER BACKED LATH INSULATION OR EQUAL INTO SECURED WOOD. NOTE: Requirements for Attic Furnace Installations RFVISI01V5 16 GA. MIN. GALVANIZED DETAIL SHOWN IS MINIMUM ANCHORAGE TYPICAL GYP. BD. SEE STEEL STRAP FOR WATER HEATERS UP TO 50 GALLONS WALL TYPE DETAILS "PLUMBER'S TAPE" CAPACITY. ANCHOR HEATER TO RESIST A LATERAL FORCE EQUAL TO HEATER WEIGHT PLUS CONTENTS WATER HEATER NTS 18 ROOF TO WALL 114 DOOR HEAD & JAMB 3" 10 WINDOW SILL 3" 6 FURNACE IN ATTIC NTS 2 RIDGE COVER STONE VENEER O/ MORTAR W/ 3-GOAT STUCCO SYSTEM f O/ METAL LATH O/ BLDG_ PAPER TYP. FLOOR FINISH LATH INSTALL PER f (SIDING AT ALT. CONDITION) FLASH,ETAL RIDGE GBG 14, SEC. 1403.E f 13/4" MAX. OR '1/2" MAX. ���� ��1411Y � WEEP SCREED • OUTSWING DOORS ROOF MATERIAL BUILDING PAPER--_ V' 26 GA. GALV. MTL. "Z" BAR FLASHING PER PLAN SFd'�ET T:T_E: PRIME 4 PAINT TO MATCH ROOFING PEMKO 1 36D THRESHOLD ` ARCHITECTURAL DETAILS ROOFING MATERIAL PER PLAN UNDERLAYMENT WEEP SCREED�` l 1X4 BACKER BOARD PEMKO 327D SILL NOSING ` �C TYP. 2X REDWOOD TRIM - Q -4 • • I J Q TYP. EXTERIOR CONC. SLAB _ Z -A SLOPED AWAY FROM BLDG. • • q PLYWD SHEATHING / \` /` � q [,•c>TE F1NO)iL NG NI = 30 * (S.S.D) ../:�`� ` Apr. 1. 2021 22- MIN. ROOF FELT LAP UP SIDE WALL 2-I/2" MIN. ° � ° ° ROOF FRAMING -� • • - � TYP. 24 GA. GSM FLASHING SCALE DRAWN 26 GA. GALV. MTL_ ROOF TO RAKE WALL °�— AS S��®UJN HC FLASHING PAN_ NO PENETRATIONS TO ° OCCUR THROUGH FLASHING PAN. TYP. SIMPSON ROOF 4 WALL FRAMING PER PLAN — -- TYP. WOOD FLOOR JOIST JOIST HANGER (SEE STRUCT. DWG.) ►J 16 A- 6 RACK TO WALL 1151 DOOR SILL 3" 111 ROOF RIDGE 3" 171 STONE VENEER 31 OF 12 SHEETS Conn t o-pm-ea-Depa naen fanning Division - Cupertino A PRIVACY PLANT J Scope �CUPERTINO APPROVED Ref to L-2 Specification in Plant list Case # R-2022-014, 15 gal., min. 6 high planted height o 0 3 A2 PRIVACY PLANT Proposed new landscape design for a new construction, including front, side, and backyard. New planting is limited to front yard, and left A Spacing should be less than 10' O.0 6 0 Ref to L-2 Specification in Plant list sideyard. Backyard remains as is and only add a new patio to main building. 19133 Per Cupertino 19.28.070D g'_6" 4 �� �. g'_3" 15 gal., min. 6 high planted height Approval Body: Director/ Staff \ j I Spacing should be less than 10' O.C. Cozette Lane Approval Date 08/29/22 -p / _ 1 & / a I Per Cupertino 19.28.070D Signature Emi Su i ama (E) 6' ht. wood fence / o \ la P91LM ,PROPER LINES �N89°37'00' Landscape Area Data (sq . ft. ) Case Manager a Tree in 15 Gal added to screen _ PA` �' \ 79 1Tree in 15 Gal - added to screen _��- ; - - - Site Frontyard in 20' feet setback �- Q0 Total Property Site 11250DESIGN STUDIO Driveway 400 3 9,1 11 Building footage 3002+454+746 4202 37.4 1117 Wayne Way Entry path and stairs 187 Impervious area Front yard stairs and path 187 San Mateo, CA 94403 Driveway 682 Landscaped area (permeable) 913 60,9% zi� (239) 410-9251 Y Total area 1500 concreted area 431 DSC O 1.P IA Front porch and Backyard 476 50� Np �y patio CO LLI a - �� Total 1776 15,8Y n EXISTING ADU Signature -i !LIVING SPACL pervious space Landscaped Planting area 1128 2 See Water-Efficient Landscape Checklist # 6-2� - 2D22 Date 746 S.F. 9 Mulch non-planting, no 4142 ��' _ 2 Not included in Water-Efficient Landscape Checklist '9j• �`► irrigation 0� \FpQ`- w Total 5270 46.8Y CAL d Concrete 85°s. Landscape d s ca e Legend R E S IDENT I A L p 9 r---------' LANDSCAPE 5.4' Front driveway and Front 20' setback Privacy plants are agreed entry path ' v� to be waived by adjacent ' ' 0o --------- property owner. —— _ Viewshed from 2nd PLAN MOT, -SENSOR WAtt MOUNTED LED LIGHT New planting area _ - - — TTERPRWOFF�L D--LIGHT-FIXTURE window a n d story deck - - - M --- � O 8 mMulched area Existing tree FSs o and dripline Backyard patio -d j2 CYP ;J Backyard patio Proposed 24" box / RfSS front yard tree W a � o - Concrete Existing 6' wood fence P ° a x x CIDo a CD Proposed 6' wood fence Property Owner: gate Owners of o 19133 Cozette Lane n \ Tree Protection Cupertino, CA 95014 d a �°E i v ' / TREE PROTECTION ZONES SHALL BE INSTALLED AND MAINTAINED THROUGHTOUT THE ENTIRE LENGTH OF THE THE PROJECT. PRIOR TO THE W ss z _ COMMENCEMENT OF ANY DEVELOPMENT PROJECT, A CHAIN LINK FENCE SHALL BE INSTALLED AT ABOUT THE DRIP LINE (WHERE POSSIBLE) J SID YAR } SE BAC w OF ANY PROTECTED TREE WHICH WILL OR WILL NOT BE AFFECTED BY THE CONSTRUCTION. Plan Prepared b H ND STO BALCONY PATIO � ) SIDEYARD 9 THE DRIP LINE SHALL NOT BE ALTERED IN ANY WAY SO AS TO INCREASE THE ENCORACHMENT OF THE CONSTRUCTION. FENCING FOR THE W SETBACK o0 o Muzik Design Studio (2ND STORY BAECON MWa PROTECTION ZONES SHOULD BE 6 FOOT TALL METAL CHAIN LINK TYPE SUPPORTED BY 2 INCH METAL POLES POUNDED INTO THE GROUND BY O s NO LESS THAN 2 FEET. THE SUPPORT POLES SHOULD BE SPAED NO MORE THAN 10 FEET APART ON CENTER. Agnes Tung, Xiaoyan Sun � d d SIGNS SHOULD BE PLACED ON FENCING SIGNIFYING "TREE PROTECTION ZONE - KEEP OUT". (239) 410-9251 NO MATERIALS OR EQUIPMENT SHOULD BE STORED OR CLEANED INSIDE THE TREE PROTECTION ZONES. EXCAVATION, GRADING, SOIL agnesytung@gmail.com a DEPOSITS, DRAINAGE AND LEVELING ARE PROHIBITED WITHIN THE TREE PROTECTION ZONES. 9 NO WIRES, SIGNS, OR ROPES SHALL BE ATTACHED TO THE PROTECTED TREES ON SITE. UTILITY SERVICES AND IRRIGATION LINES SHALL 2nd FAMILY ROOM = ALL BE PLACED OUTSIDE OF THE TREE PROTECTION ZONES. Per Planning review Privacy plants are agreed °� � " 1 to be waived by adjacent 4° °� P 5/05/2022 property owner. ROPO LIVIN Existing Tree List ® Per Planning review 33 55 S.F. ° �a 6/25/2022 1 F 3002 F. / 2F d o Symbol Botanical Name Common Name Tree size (dia.) Protected tree Tree removal Location d - at DBH °5 °MULTI 1 Prunus serrulata Cherry blossom 6" No No on property line GARAGE0 PROPOSED 2 Platanus racemosa Western Sycamore 18" Yes No at Public R.O.W. SIDE BAR \ 454 S.F. SET ACK sIDEYARD 3 Platanus racemosa Western Sycamore 18" Yes No at Public R.O.W. SETBACK 346 S.Q. (2ND STORY Sicleyar 4 Platanus racemosa Western Sycamore 18" Yes No at Public R.O.W. 20WO'cE 3' Con 2nd MASTER BATHROOM SIDE-A D T 5 ligustrum texanum Waxleaf Privet 8" multi No No at adjacent property FOYER 2nd MASTER ROOM (2ND s o Y) ° /� 6 Cupressus sempervirens Italian Cypress 14" No No at adjacent property (E) wood fence, 6' ht (Typ.) ° 7 Cupressus sempervirens Italian Cypress 12" No No at adjacent property 8 Cupressus sempervirens Italian Cypress 12" No No at adjacent property (N) wood to egg to — O (N) wood fence gate 9 Cupressus sempervirens Italian Cypress 14" No No at adjacent property 6' ht T - 6' ht T O o ( yP ) ( yp� ° ry 10 Cupressus sempervirens Italian Cypress 14" No No at adjacent property PA 89 SE J o p p Yp J p p Y I _ Porch DRIVEWAY 11 Cupressus sempervirens Italian Cypress 12" No No at adjacentproperty I 60 S.E. 682 S.Q. \ o p p Yp J ❑i 1 JL c9 12 Eriobotrya japonica Loquat 6" No No at adjacent property ) A I ENTRYWAY REQUIRED E o T D TREE z wood fence, 6' ht T 13 Washingtonia robusta Mexican fan palm 14" No No at adjacentproperty V PA 502 S V 187 Q. MIN. 24" H CHT (E) ( YP ) g p J 14 Washingtonia robusta Mexican fan palm 4" No No at adjacent property I J Y Q Q �� I _ 15 Washingtonia robusta Mexican fan palm 4 No No at adjacent property w �'0 16 Washingtonia robusta Mexican fan palm 8" No No at adjacent property / z o00 � �� Drawing Title / - o w an. 17 Washingtonia robusta Mexican fan palm 6 No No at adjacent property �. I� _ Q \ N Q o" 18 Pittosporum undulatum mock orange 24" No No at adjacent property Existing T m PA 200 SF . � w a � z PA b o 7gsT 19 Phoenix canariensis Canary Island Date Palm 30" No No at adjacent property and Proposed / Of l W Tree Plan / z - — - / Z - 0 z New Tree List Symbol Botanical Name Common Name Tree size (dia.) Protected tree Location Drawing Scale Conc. Sidewalk PR ERTY LI S 75.00' N89037'00"E on Si ewolk r< 1 1 Cercis occidentalis Western redbud 24" box, std. No in front yard setback N I z 4 8 °� v ° Driveway Q M � Min. 6' ,$ b o 0 Driveway o planted height lis°=1 -o° I l � 6REE � x- o r7 Sheet Title Rolled Co c. Curb Gutter w L- 1 \ 2 Ul co 4 COZETTE L A N E o 06 28 2022 \ O Corn -unity D ev-eJo-p_mentDepa-rmdMn 00 lanning Division — Cupertino (3) LAU (3) LAU Plant List CUPERTINQ APPROVED A PRIVACY PLANT W PRIVACY PLANT Ref to Specification in Plant list �I Ref to Specification in Plant list Symbol Quantity Botanical Name Common Name Specification Ht. x spread Water useage Native Case # R-2022-014, 15 gal., min. 6 high planted height U-1 CD 2 15 gal., min. 6 high planted height1913 3 A Spacing should be less than 10' O.C. o o Existing Cherry tree Spacing should be less than 10' O.C. Tree Per Cupertino 19.28.070D o to remain Per Cupertino 19.28.070D Approval Body: Director/Staff g,_6,� - FT j Existing 9+_Z» 4 CER 1 Cercis canadensis Eastern Redbud 24" box, std. 20'x20' L Yes Approval Date 08/29/22 4 — \landscape 3 LAU 6 Laurus nobilis Bay Laurel 15 gal, min.6' tree 15'x12' L No Cozette Lane \ O )border to Signature Emi Su i ama �� I 0 1 �. ap /remain I form Case Manager (E) 6' ht. wood fence �,� / o 14 P9tLM ROPLR 1� LI E �N89°37'00' Shrubs 1 P A - -fig -- I\ Fg I TOB 3 Pittosporum tobira 'Variegatum' Variegated Mock Orange 15 Gal. 10'x10' L No °O - - A2 00 AGA 6 Agapanthus africanus Lily of Nile 5 Gal. 4'x5' L No D zi� - '� COR 2 Cordyline 'Electric pink' Electric Pink Cordyline Min. 2 Gal. 4'x4' VL No - - 1117 Wayne Way �- LOM 10 Lomandra longifolia 'Platinum Beauty' Platinum Beauty lomandra Min. 2 gal. TxT L No San Mateo, CA 94403 -- - - - 71 � - - - LOB 11 Lomandra longifolia 'Breeze' Dwarf Mat Rush Min. 2 gal. TxT L No (239) 410-9251 SAL 6 Salvia microphylla 'Hot Lips' Hot Lips Littleleaf Sage 1 Gal. 4'x4' VL No p,�DSCq Groundcover and Vine 4�D N 5uN N -�� FES 9 Festuca glauca 'Elijah Blue' Elijah Blue Fescue 1 Gal. 12"x18" VL No SEN 27 Senecio Serpens Blue Chalksticks 1 Gal. VxT L No Signature -i EXISTING ADU - // Total PlantS:81 6-25 ate 22 / - Landscape Legend (P 746 S.F. T �I Very Low /Low water Plants: 81 I / Percentage of low water used plant: 100% Ofi CALIF n / Front driveway and _ _— Viewshed from 2nd Notes: I entry path story window and �xp 02-29-24 1. All pictures references online pictures _ deck \ / a 2. Water usage of plant is referred from WUCOLS IV, Plant New planting area RESIDENTIAL oncrete 85�S. Existing tree - �� Search Database, o and dripline \ a m Division of Agriculture and Natural Resources, University of ° California, Davis Mulched area LANDSCAPE Proposed 24" box - - ----- - front yard tree a Backyard patio PLAN Mai — — x x Existing 6' wood fence O / - - o " o 0ro1 a Concrete Proposed 6' wood fence gate \\ Backyard patio // / i \ 416 S.F. / • LU CM oLl o \ N \ \ / // /// Property Owner: � \ \ / Owners of - \-\ 9133 Co ette Lane \ is �� TREE Cupertino, CA 95014 Cercis canadensis Laurus nobilis -' Bay Laurel \ \ VIEWSHED o ' � z Eastern Water Usage: Low Y W \ w '� 3' Growth Rate: Moderate Water Usage: Low .- \ Mature Size: 20 x20 J SID YAR Growth Rate: Moderate p y - SE BAC / Mature Size: 15x12 Plan Prepared b \ P�2TI0 / > 25° 9 ^ , , h ," Muzik Design Studio ND STO BALCONY \ o ,,�': '< Cc SIDEYARD w \ / SETBACK �,N o - Agnes Tung, Xiaoyan Sun o \ / 2ND STORY BALCON p ( s �, � �.m (239) 410-9251 .� agnesytung@gmail.com LLI // a - - .�, - Per Planning review w n \ a i 2nd FAMILY ROOM W \ / O w � \\ SHRUB 1 5/05/2022 / Per Planning review \ ROPO LIVIN \ // \ =r -' 2 6/25/2022 - \ \ Pittosporum tobira Variegata Salvia microphylla Hot Lips \\ 3 55 S.F. \ / ° Variegated Mock Orange Hot Lips Salvia 1 F 3002 F. / 2F VIE ,> Water Usage: Low once established water Usage: Very Low SNE� / \ Growth Rate: Fast r Growth Rate: Fast / \\ 0s MULTI Mature Size: 10'x10' '., Mature Size: 4'x4' / "\ SIDE AR \ _ 454 S.F. / o SET ACK \ r w / W / SIDEYARD cn SETBACK / 346 S.Q. 4%g (2ND STORY \ w SidEyar (E) 6' Wood / 2nd MASTER BATHROOM -IDE A D t , FENCE / / / SEY� (E) 6 Wood FOYER a 2n MASTER ROOM FENCE d S 00 - / (2ND S Y) (E) wood fence, 6' ht (Typ.) - /// �� Agapanthus africanus Cordyline 'Electric pink' Lily of Niles Electric pink Codyline / (E) 6' GATE Water Usage: Low Water Usage: Very Low _ _ _ _ �•; � Growth Rate: Fast � Growth Rate: Moderate (N) wood fe egg to - / w o (N) wood fence gate Mature Size: 4'x5' Mature Size: 4'x4' 6 ht (TYP --- -- o 6 ht (Typ.) - / _`\2 �A 8U SF / VIEWSHED_ o M1_ '.,.• - _ Porch / \ (3) SAL / \ (3) To�RIVEWAY 682 S.Q. \ o / # 60 S.F. / \ o (N) 6' Wood I _ A \` (1) CER \ '`• Gate I *,:ENTRYWA' REQUIRED Y o D -'>E �\ ' (3) LOM (3) FES z V ) wood fence, 6' h T ' =(1) _ 24" H IG 1 LO- (2) LOB ►.< :r . (N) GA uINEw � z ( ) \ (18) SEN III � \VIE ✓SI-1ED I w m^ Lomandra longifolia 'Platinum Beauty' Lomandra longifolia 'Breeze' m Q m m _ Platinum Beauty Lomendra , Breeze Lomendra _ � 20 0 \ �� (2) COR � - (_o w / - _ / = 3 LOM � �1� ��� Water Usage: Low Water Usage: Low g Drawin Title _ v � 1 LOB " -� �`"-� N(\3) LOM � � ( ) - � ►� :r Growth Rate: Medium ' � � � Igo�'f's�� Growth Rate: Medium (6) LOB _ /o L' V ) Mature Size: 3'x3' ItPf �� 1�_ /� �, Mature Size: 3'x3' f � �._ Proposed LC hy� > m P 200 SF ,I r, o = i _ `� = _ �� �I�A , Planting H � `v - �(2� LO Plan - _ ---- — (6) AG" o Drawing Scale (9) SEN ° „ Conc. Si ewolk - GRASS AND VINE PR(*� ERTY LI S 75.00 N89 37 00 E I Conc. Sidewalk 7' _ � 2 4 8 (1) SAL j �� ., Festuca glauca 'Elijah Blue' , =: + ;.``'; Senecio serpens v0 o ;}�� Elijah Blue Fescue Blue Chalkstick 1/8"=1'-0" I ° Z o �� M m` '■`_ r Water Usage: Very Low once established Water Usage: Low `? T Driveway ; F� v o Driveway �~ o y Growth Rate: Fast Growth Rate: Moderate 's sa 6 o sC s x 1 Sheet Title x Is TREE 1�'� t+ Mature Size: 1 x18 ti- s Mature Size: 1 x3 zi� Rolled Conc. Curb Gutter ° ► ` ' Ulmer`" yf ic. \ / o _ = y11" �` 06/28/2022 COZETTE L A E Com -unity n�o{aiment-Department larfAjI f 0$ n,A_ 5M9NERAL NOTES CuF LRTIN4 �HI"�� D Case # I. R-X C-d1W, CATION OF ALL BUILDINGS, WALLS, ROADS AND CURBS AFFECTING LANDSCAPE SCOPE OF WORK WITH PLANT MATERIAL PER A AKLHI I EL I U AL AND ENGINEERING DRAWINGS PRIOR TO COMMENCING SITE WORK. PLANTING PLAN 19133 2. VERIFY LOCATION OF ALL VAULTS, ELECTRICAL DUCT BANKS, MANHOLES, CONDUIT AND PIPING, DRAINAGE Approval Body: Dire r `STR'C TIRES, LIGHTING AND OTHER UTILITIES WITH THE APPROPRIATE ENGINEERS DRAWINGS. 3" DEEP TAMPED EARTH Cozette Lane Approval Date 08i?gQRF nin_T .. .. . . . 1 ON LANDSCAPE DRAWINGS, SEE CIVIL ENGINEERING DRAWINGS FOR ROADWAY CENTERLINE, WATER BASIN AROUND Signature Emi Sug&TATION POINTS; BENCH MARKS AND BUILDING SETBACKS. 4. VA "AqL DIMENSIONS FROM CENTER OF CURB, WALL OR BUILDING, OR TO CENTERLINE OF BUILDING COLUMNS OR GRASS, FILL WITH TREES UNLESS OTHERWISE NOTED. MULCH PER SPECS. 5. ALL ITEMS DESIGNATED AS "SIMILAR" OR "TYPICAL" (TYP) SHALL BE CONSTRUCTED IN THE MANNER OF THE DETAIL REFERENCED, WITH MINOR ADJUSTMENT FOR SPECIFIC CONDITION. FINISH GRADE DESIGN STUDIO 6. SITE DESIGN BASED ON TOPOGRAPHIC INFORMATION FROM ARCHITECT. ALL GRADES TO BE VERIFIED IN FIELD. 1117 Wayne Way 7. SPECIFICATIONS FOR CONSTRUCTION METHODS AND MATERIALS NOT LISTED. San Mateo, CA 94403 8. SHOULD CONFLICTS ARISE BETWEEN DRAWINGS AND SPECIFICATIONS, DRAWINGS SHALL GOVERN DIMENSIONS AND (239) 410-9251 QUANTITY, SPECIFICATIONS SHALL GOVERN MATERIALS AND FINISHES. WEED BARRIER SEE 9. ALL ELECTRICAL WORK TO COMPLY WITH CITY OF SUNNYVALE SPECIFICATIONS AND UNDERWRITERS LABORATORIES (UL) SPECIFICATIONS. SPECIFICATIONS 10. PLANT PROTECTION: ALL WORK PERFORMED WITHIN THE DRIP LINE OF TREES DESIGNATED "EXISTING TREES TO - — ROOTBALL ►`'.c,��O P�' SN N� C' REMAIN" SHALL BE HAND LABOR. SEE LANDSCAPE PLAN FOR RESTRICTIONS. _ — co 11. CONTRACTOR IS RESPONSIBLE FOR PHOTO DOCUMENTATION OF ALL CLOSED IN WORK. PLANT TABLET w '� �. �,�~'ti C 12. ALL EARTHWORK, INCLUDING SITE CLEARING, PIER DRILLING AND SPREAD FOOT EXCAVATION, PREPARATION OF d �, signature —+ SUBGRADE AND SELECT FILL BENEATH SLABS-ON-GRADE AND OTHER FLATWORK, PLACEMENT AND COMPACTION OF III BACKFILL ` 62-2� - 2022 ' ENGINEERED FILL, AND SURFACE AND SUBSURFACE DRAINAGE SHOULD BE PERFORMED IN ACCORDANCE WITH THE 90% COMPACTED date�'� `Q RECOMMENDATIONS BY STRUCTURAL ENGINEER. STRUCTURAL ENGINEER SHOULD BE PROVIDED AT LEAST 48 HOURS SUBGRADE OR ADVANCED NOTIFICATION OF ANY EARTHWORK OPERATIONS AND SHOULD BE PRESENT TO OBSERVE AND/OR TEST OF ON-STRUCTURE SOIL Ofi CAL�F� NECESSARY TO EARTHWORK AND FOUNDATION INSTALLATION PHASES OF THE PROJECT. MIX. 13. PROPERTY LINES ARE SHOWN FOR REFERENCE ONLY AND ADDED PER CITY/TOWN ASSESSOR'S PARCEL MAP. IF A �xp' 02-29-2� DISCREPANCY ARISES, A BOUNDARY SURVEY SHALL BE COMPLETED BY A LICENSED SURVEYOR TO RESOLVE THE ISSUE. RESIDENTIAL 14. CONTRACTOR TO VISIT SITE TO CONFIRM EXISTING CONDITIONS PRIOR TO SUBMITTING BID. CONTRACTOR TO EXAMINE AND NOTE ALL EXISTING CONDITIONS AS THE CHARACTER AND EXTENT OF WORK INVOLVED. LANDSCAPE 15. CONTRACTOR TO REMOVE ALL OBSTRUCTIONS BOTH BELOW AND ABOVE GROUND, AS NECESSARY FOR GRASS PLANTING CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. N.T.S.16. BID IS TO BE SUBMITTED ON A LINE ITEM BASIS WITH UNIT PRICING WHERE APPLICABLE. PLAN PLANTING NOTES 1. PROVIDE MATCHING SIZES AND FORMS FOR EACH SPECIES FOR TREES INSTALLED IN GRID OR SPACED EQUALLY IN SET CROWN OF ROOTBALL 2" ABOVE ROWS AS SHOWN ON DRAWINGS. ALIGN TREES ACROSS ROADWAYS, DRIVES OR WALKWAYS. ADJUST SPACING AS FINISH GRADE NECESSARY. 2. PROVIDE MATCHING SIZES AND FORMS FOR ALL HEDGE PLANTINGS. SPACE EQUALLY ON TRIANGULAR OR GRID 3" DEEP TAMPED EARTH WATER BASIN SPACING AS CALLED FOR ON DETAIL. WHERE GROUND COVER IS SHOWN AS A HATCH, QUANTITIES ARE NOT GIVEN. AROUND SHRUB, FILL WITH MULCH Property Owner: PROVIDE PLANT MATERIAL TO FILL SPACE SHOWN ON DRAWINGS. PER SPECS. Owners of 3. EQUALLY SPACE VINES PLANTED IN ROWS AGAINST WALLS OR FENCES. SEE DRAWINGS FOR QUANTITY AND SPACING. 19133 Cozette Lane REMOVE ALL VINES FROM NURSERY STAKES AND SPREAD OUT ONTO WALL PRIOR TO ATTACHING TO SURFACE. MULCH PER PLAN Cupertino, CA 95014 4. PLANT NAMES ARE ABBREVIATED ON THE DRAWINGS. SEE PLANT LIST FOR KEY AND CLASSIFICATION. FINISH GRADE 5. MULCH: MULCH IS TO BE 3" MINI PINE BARK. CONFIRM SELECTION WITH OWNER/PROJECT MANAGER PRIOR TO PLANTING. PLANTING PIT TO BE 2" 6. SOILAMENDMENT: AMEND SOIL PER SOILS REPORT AND DIRECTION OF OWNER/PROJECT MANAGER. SOIL TEST SHALLOWER THAN ROOTBALL AT Plan Prepared by LOCATION PER L.A.; A MINIMUM OF 2" OF FULLY STABILIZED AND CERTIFIED COMPOST IS TO BE INCORPORATED IN CENTER, BUT DEEPER AROUND Muzik Design Studio THE TOP 12'' OF SOIL. HOLE'S EDGES TO PREVENT Agnes Tung, Xiaoyan Sun 7. SLOW-RELEASE FERTILIZER TABLET: "AGRIFORM" 7 GRAM TABLETS WITH 2O-10-5 (N-P-K) BY SCOTTS (800) 492-8255. SETTLING. PIT TO BE TWICE THE (239) 410-9251 8 NDLA DSCAPE MA NT ENANCE SHALL BE PROVIDED FOR (90 DAYS) AFTER PRELIMINARY ACCEPTANCE. = - WIDTH OF THE CONTAINER. A. agnesytung@gmail.com B. QUALIFICATIONS: LANDSCAPE CONTRACTOR OR MAINTENANCE SUBCONTRACTOR SHALL HAVE A FULL TIME PLANT TABLET EMPLOYEE ASSIGNED TO THE JOB AS FOREMAN FOR THE DURATION OF THE CONTRACT. FOREMAN SHALL HAVE A - — Per Planning review MINIMUM OF FOUR (4) YEARS EXPERIENCE IN LANDSCAPE MAINTENANCE SUPERVISION, WITH EXPERIENCE OR BACKFILL A 5/05/2022 TRAINING IN TURF MANAGEMENT, ENTOMOLOGY, PEST CONTROL, SOILS, FERTILIZERS AND PLANT — SCARIFY SUBGRADE OR Per Planning review IDENTIFICATION. — - 6/25/2022 C. MAINTENANCE CONTRACTOR TO MAINTAIN ALL PLANT MATERIALS AND IRRIGATION SYSTEM. ON-STRUCTURE SOIL MIX D. CONTRACTOR TO INSTRUCT MAINTENANCE CONTRACTOR. E. LANDSCAPE MAINTENANCE CONTRACTOR SHALL SUBMIT MAINTENANCE SCHEDULE TO LANDSCAPE ARCHITECT NOTE: FOR ON-STRUCTURE PLANTING ALLOW 1 %2" FOR APPROVAL PRIOR TO START OF LANDSCAPE MAINTENANCE PERIOD. MINIMUM GRAVEL LAYER OR 4" GRAVEL (TYP) F. AT BEGINNING OF MAINTENANCE PERIOD, VISIT AND WALK SITE WITH LANDSCAPE ARCHITECT TO VERIFY SCOPE LAYER WHERE GRADE ALLOWS. OF WORK AND UNDERSTAND EXISTING /SITE CONDITIONS. NOTIFY LANDSCAPE ARCHITECT FIVE (5) DAYS PRIOR TO SHRUB PLANTING VISIT. 2 G. MATCH ALL MATERIALS WITH SAME MATERIALS USED IN ORIGINAL INSTALLATION. N.T.S. H. STERILIZE ALL TOOLS USED PRIOR TO ANY MAINTENANCE WORK. 17. ALL TREES AND HEDGES ARE NOT TO BE TRIMMED IN GEOMETRIC FORMS AND ARE TO BE LEFT IN A NATURAL HABIT. 18. CLOSE OUT AND MAINTENANCE MANUAL: LANDSCAPE CONTRACTOR SHALL SUBMIT A MANUAL WITH ALL MATERIALS STAKE RUBBER HOSE AND PRODUCTS USED IN CONSTRUCTION AND MAINTENANCE PERIOD. MAKE CORRECTIONS AND ADDITIONS PER OVER WIRE TIES DIRECTION OF LANDSCAPE ARCHITECT PRIOR TO FINAL SUBMITTAL TO THE OWNER. SUBMIT LOG OF ALL FERTILIZERS AND HERBICIDES WITH DATES AND RATES APPLIED DURING MAINTENANCE PERIOD. LANDSCAPE ARCHITECT SHALL — SEE SPECS. WALK SITE WITH CONTRACTOR AND NOTE ALL UNSATISFACTORY WORK. UNSATISFACTORY WORK SHALL BE 'INFILL' PLANT, AS REQUIRED TO MAINTAIN RUBBER CORRECTED WITHIN 10 CALENDAR DAYS. SPACING AT IRREGULAR EDGES HOSE SET CROWN OF ROOTBALL 2" TYPICAL PLANT, SPACING VARIES- SEE PLANT TREE ABOVE FINISH GRADE LEGEND AND PLANS TRUNK 2" MULCH LAYER Any inadvertent sidewalk or EQUAL EQUAL PER SPECS. curb replacement or J3" DEEP WATER trenching requires approval / / / BASIN Drawing Title FINISH GRADE Landscape ,',stance t° �ence or1�z � � � � � PLAN VIEW ranches 1 /2 "EQUAL" Notes outer� Street \ — (MAX.) AT -I - Warn,n� _ — arkWayStC+p EDGES �\ r♦ PLANT TABLET Drawing cale PLANTING PIT EDGE OF PLANTING 12" - — BACKFILL (SHRUBS) WATER SETTLE SOIL �5idewa wa�n�n NOTE: 8 AROUND ROOTBALL ALL GROUNDCOVER SHALL BE GROUNDCOVER = ( ) yard PLANTED AT EQUAL SPACING N _III TO IN PLACE ANCHOR Sheet Title Fencing must provide public passage while protecting all other land inTf'Z. 2" DI A. WOOD TREE L- 3 TYPE II TREE PROTECTION: LAYOUT CONFIGURATION STAKES APPLIES TO ALL PARKWAY STRIP OR PUBLIC TREES / GROUNDCOVER SPACING TREE PLANTING STAKING SCARIFY SUBGRADE NEAR SIDEWALK. �T N.T.S. � ' N.T.S. 06 28 ZO22 Com -unity DerveAop nent-Depa-tment 00 lanning Division - Cupertino 0 w cueeRTlno APPROVED LEGENDS� � Case # R-2022-014, CJl o A o 0 Zone A Front yard shrubs and groundcover 486 sq. ft. Dripping 19133 Approval Body: Director/ Staff Very Low water Approval Date 08/29/22 Cozette Lane Zone B Front and shrubs and roundcover 503 s ft. Dripping Signature Emi Su i ama Y g q• pp g Case Manager (E) 6' ht. wood fence o ROPER Y LINES LSQ21 N89037'00"E Y er ow water Zone C Backyard yard screening trees 139 sq. ft. Dripping Low water DESIGN STUDIO 1117 Wayne Way San Mateo, CA 94403 (239) 410-9251 "l,p►�IDSCgp� o Planting area 1128 sq. ft. �'�c. v�� SUN 01 Lawn_ 0 scl. ft. Total Irrigated area 1128 sq. ft. 2 � , �'� C-)Mulched area without irrigation is not included in the Water Budget Worksheet Signature EXISTING ADU -25-2022ate LIVING SPACE 746 S.F. OF CALF 02-29-24 Concrete 85 RESIDENTIAL a ° Water Budget Worksheet LANDSCAPE Reference Evapotranspiration (Eto) 45.3 Cupertino PLAN MOTION SENSOR WALL MOUNTED LED LIGHT WATERPROOF LED WALL LIGHT FIXTURE 120V13W 750LM ETWU ETWU ETWU ETWU MAWA ETWU M 001 O O requirement requirement requirement requirement requirement requirement Backyard patio Plant Factor Irrigation Irrigation Landscaped Estimate Total Water Hydrozone #/ Planting Description (PF) Mathod Efficiency (IE) ETAF (PF/ IE) Area (LA) (sq.ft.) ETAF x area Use (ETWU) w Regular Landscape Area o Zone A Front front shrubs/groundcover 0.2 Drip 0.81 0.247 486 120.00 3370.32 co ° Zone B Front front shrubs/groundcover 0.2 Drip 0.81 0.247 503 124.20 3488.21 Property Owner: o Zone C Backyard screening plant 0.2 Drip 0.81 0.247 139 34.32 963.94 o F Totals 1 1128 278.52 7822.47 Ownes of 19133rCOzette Lane CD X 0 0Special Landscape Area (SLA): Recycled Water 1) Low water use plants 1 0 0 0.00 Cupertino, CA 95014 T \A-j 2) Medium water use plants 1 0 0 0.00 W F73) Medium water use plants 1 0 0 0.00 z Totals 0 0 0.00 X J Estimate Total Water Use (ETWU) 7822.47 Plan Prepared by PATIO `-'-' Muzik Design Studio o Maximum Allowed Water Allowance (MAWA) 14256.45ICE g w c0 Regular Landscape Areas Agnes Tung, Xiaoyan Sun OL N (239) 410-9251 o Total ETAF x Area 278.52 Average ETAF for regular landscape areas must be 0.55 or below v7 Total Area 1128.00 for residential areas, and 0.45 or below for non-residential agnesytung@gmail.com o Average ETAF 0.247 areas.* Caltrans projects must be 0.45 or below 0 Less than 0.55 T Total Landscape Areas Per Planning review 2nd FAMILY ROOM 1 "0 ° MAWA Total 14256.45 Gallons/year 5/05/2022 ETWU Total 7822.47 Gallons/year Z2 Per Planning review J ercent 6/25/2022 reduction of M iSitewide ETAF 45.13 Portable w a_ O tz n Sid yard 20'x2O'GL Concrete FOYER 2nd MASTER ROOM ROOM ( ) X(E) wood fence, 6' ht (Typ.) 2nd MASTER BATH © (N) wood fence gate M (N) wood fence gate 6 ht (Typ.) o 0 0 6' ht (Typ.) o FO 4ENTR DRIVEWAY o 0 0 z (E) wood fence, 6' ht (Typ.) J w Q Drawing Title w O Ln Hydrazone z and Water budget Qf Calculation 0 z Drawing Scale I agree to comply with the requirements of the PROPERTY LINES 75.00' N89037'00"E water efficient landscape ordinance and submit a �J complete Landscape Documentation Package. N� 2 4 8 ,o 1/8"=1'-0" � �% SIGNATURE: Sheet Title Lill DATE: 06/22/2022 L 1 -4 Ul03 w 06/28/2022 0 Com -unity De�veAop nent-Depa-rtment 00 lanning Division — Cupertino w cueeRTlno APPROVED IRRIGATION NOTES� J Case # R-2022-014, J] 0 1.ONE BUBBLER SYMBOL IS SHOWN AT TREES FOR GRAPHIC CLARITY ONLY. INSTALL MINIMUM TWO BUBBLERS AT EACH TREE. INSTALL REQUIRED A o 0 o NUMBER OF BUBBLERS AS DETAILED. 19133 Approval Body: Director/ Staff Cozette Lane Approval Date 08/29/22 2. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE AND WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE Signature Emi Su i ama 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITHIN SLEEVE. Case Manager O ROPER Y LINES 7 ' N89037'00"E PROVIDE VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" � FROM HARDSCAPE SURFACE. J 3. UNSIZED LATER LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4"IN SIZE. (TYPICAL). DESIGN STUDIO 4. SIZING OF LATERA; PIPE SHALL BE AS FOLLOWS: .75" 0-6 GPM 1117 Wayne Way 1" 7-12 GPM San Mateo, CA 94403 1.25" 13-20 GPM (239) 410-9251 5. SIZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS: Lp,1�10SCgp .75" 0-500 FT 0 1" 501-1100 FT 144 N+ 5M 6. SIZING OF LATERAL PIPE FOR DRIPLINE (18" O.0 GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS: + m .75" 0-1100 FT w� n 1" 1101-2200 FT Signature —r 6-25-2D22 7. AUTOMATIC IRRIGATION CONTROLLERS ARE REQUIRED AND MUST USE EVAPOTRANSPIRATION OR SOIL MOISTURE SENSOR DATA AND UTILIZE A tnJ, a RAIN SENSOR. 1�O�C� 8. IRRIGATION CONTROLLERS SHALL BE A TYPE WHICH DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE PRIMARY POWER SOURCE IS CAS \ / INTERRUPTED. rxp 02-29-24 / \ 9. PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE RESIDENTIAL Concrete 85'S.F. MANUFACTURER'S RECOMMENDED PRESSURE RANGE. a ° ° a 10. MANUAL SHUT-OFF VALVES (SUCH AS A GATE VALVE, BALL VALVE, OR BUTTERFLY VALVE) SHALL BE INSTALLED AS CLOSE TO POSSIBLE TO THE LANDSCAPE 5.4' POINT OF CONNECTION OF THE WATER SUPPLY. 0 11. ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI PLAN a MOTION SENSOR WALL MOUNTED LED LIGHT STANDARD, ASABE/ICC 802-2014 "LANDSCAPE IRRIGATION SPRINKLER AND EMITTER WAUTDOOR TERPROOF LLED OWALL LIGHT OXTURE STANDARD." ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A 120V 13W 75OLM DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014. M 0 12. DEDICATED IRRIGATION METERS ARE REQUIRED FOR NON-RESIDENTIAL PROJECTS WITH MORE THAN 1,000 SQ. FT. OF LANDSCAPE AREA. Backyard patio X_ IRRIGATION SCHEDULE FOR THE EFFICIENT USE OF WATER, ALL IRRIGATION SCHEDULES SHALL BE DEVELOPED, MANAGED, AND EVALUATED TO UTILIZE THE MINIMUM AMOUNT OF WATER REQUIRED TO MAINTAIN PLANT w HEALTH.IRRIGATION SCHEDULES SHALL MEET THE FOLLOWING CRITERIA: 0 0 C\j 1.IRRIGATION SCHEDULING SHALL BE REGULATED BY AUTOMATIC IRRIGATION CONTROLLERS. N o Property Owner: C/) 2.OVERHEAD IRRIGATION SHALL BE SCHEDULED BETWEEN 8:00 P.M. AND 10:00 A.M. UNLESS WEATHER CONDITIONS PREVENT IT. IF ALLOWABLE HOURS OF IRRIGATION DIFFER FROM THE LOCAL Owners of o 1 0 WATER PURVEYOR, THE STRICTER OF THE TWO SHALL APPLY. OPERATION OF THE IRRIGATION SYSTEM OUTSIDE THE NORMAL WATERING WINDOW IS ALLOWED FOR AUDITING AND SYSTEM 19133 Cozette Lane CD X o MAINTENANCE. Cupertino, CA 95014 T IN \A1 11 3.FOR IMPLEMENTATION OF THE IRRIGATION SCHEDULE, PARTICULAR ATTENTION MUST BE PAID TO IRRIGATION RUN TIMES, EMISSION DEVICE, FLOW RATE, AND CURRENT REFERENCE zEVAPOTRANSPIRATION, SO THAT APPLIED WATER MEETS THE ESTIMATED TOTAL WATER USE(ETWU). TOTAL ANNUAL APPLIED WATER SHALL BE LESS THAN OR EQUAL TO MAXIMUM APPLIED WATER J ALLOWANCE (MAWA). ACTUAL IRRIGATION SCHEDULES SHALL BE REGULATED BY AUTOMATIC IRRIGATION CONTROLLERS USING CURRENT REFERENCE EVAPOTRANSPIRATION DATA (E.G., CIMIS) OR Plan Prepared by w SOIL MOISTURE SENSOR DATA.PATIO Muzik Design Studio ICEio C n Agnes Tung, Xiaoyan Sun LU �°oa 4.PARAMETERS USED TO SET THE AUTOMATIC CONTROLLER SHALL BE DEVELOPED AND SUBMITTED FOR EACH OF THE FOLLOWING:(A) THE PLANT ESTABLISHMENT PERIOD.(B) THE ESTABLISHED (239) 410-9251 LANDSCAPE.(C) TEMPORARILY IRRIGATED AREAS. agnesytung@gmail.com 5.EACH IRRIGATION SCHEDULE SHALL CONSIDER FOR EACH STATION ALL OF THE FOLLOWING THAT APPLY: A IRRIGATION INTERVAL DAYS BETWEEN IRRIGATION O ( ) 2nd FAMILY ROOM ; (B) IRRIGATION RUN TIMES (HOURS OR MINUTES PER IRRIGATION EVENT TO AVOID RUNOFF Per Planning review E oo 1 5/05/2022 (C) NUMBER OF CYCLE STARTS REQUIRED FRO EACH IRRIGATION EVENT TO AVOID RUNOFF (D) AMOUNT OF APPLIED WATER SCHEDULED TO BE APPLIED ON A MONTHLY BASIS Per Planning review (E) APPLICATION RATE SETTING 2 6/25/2022 (F) ROOT DEPTH SETTING M C - (G) PLANT TYPE SETTING (H) SOIL TYPE(I) SLOPE FACTOR SETTING o0 (J) SHADE FACTOR SETTING P, (K) IRRIGATION UNIFORMITY OR EFFICIENCY SETTING 6.THE CONTRACTOR SHALL SET UP SOAK CYCLES WITH MULTIPLE START TIMES WHICH WILL ELIMINATE POOLING AND RUN OFF. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MANAGE LANDSCAPE SO 20�x2O�OL Sideyard AS TO NOT EXCEED THE ESTIMATED ETWU. / Concrete 2nd MASTER BATHROOM FOYER 2nd MASTER ROOM 7.FOR IRRIGATION ZONE SCHEDULING, REFER TO MWELO CALCULATIONS FOR VALVE ZONE ETWU. IRRIGATION LEGEND © &APPROXIMATE IRRIGATION DAYS (52 TOTAL) Symbol Description 117 mom JANUARY (1) FEBRUARY (2) Point of connection (Connect to irrigation water meter) Irrigation water meter - � CD MARCH (4) p y to be provided b others. If static pressure at water meter exceeds 120 PSI - use a P.O.C. CD ° SCH 40 steel pipe from irrigation meter to irrigation RP. assembly ( size as noted o w APRIL (5) on plans) Porch DRIVEWAY MAY (7) o JUNE (8) Schedule 40 - or class 315 PVC pressure mainline ( 1") ENTRYWAY IT] J U LY (8) AUGUST (7) Schedule 40 PVC non-pressure sleeve under pavement (2X size inside pipe) z" PVC sleeve >��� � S E PT E M B E R (5) B L2�' PVC OCTOBER (3) Class 200 PVC non-pressure lateral line (size as noted) ---- seeve NOVEMBER (3) DECEMBER (1) FEBCO Reduced Pressure Backflow Assembly 825YA-1" Drawing Title DEC A4„ Indicates controller station number i Proposed Indicates valve size 2"PVC sleeve Irrigation C Hunter I-Core irrigation controller W/Weather Sensor Plan I> ( Z Rainbird - Flush Valve MDCFCAP Hunter Remote Control valve w/ 40 PSI Pressure Regulator and 1" Filter Drawing Scale Conc. Sidewolk PROPERTY LINES 75.00' N89o37'00"E Conc. Sldewolk ® Hunter Remote Control valve w/ 40 PSI Pressure Regulator and 1" Filter (Tree Drip Rings) N 2 r 8 0 0 Hunter - PROS-04 - 4" Pro-Spray Pop-Up Sprinkler Head 1i8„=1,_0„ Ln Driveway o o Driveway o O� ® Hunter ICORE Solar Sync Sensing System. WSS-SEN Sheet Title Rolled Conc. Curb Gutter >< L-5 PVC isolation ball valve. Size as mainline. Locate in valve box. Ul (_Jl 03 03 O XFCV Subsurface Tree Drip Ring Dripline Model XFS-06-12 oo m Toro's new pressure-compensating 1/2" (13mm) threaded Drip Bubblers. One- V O O`/�p/20�� o bubbler per shrub and two bubble per tree o n Corn t o{�e at�pa naen fanning Division - Cupertino CUPERTINO APPROVED Case # R-2022-014, AVwW&)Wu'kQW 19133 gouar�o-s�ac-e�eraosuiE Approval Body: Director/ Staff � Cozette Lane Approva I Date 08/29/22 Signature Emi Su i ama Case Manager I I INTERIOR OR I I EXTERIOR WALL 18-24" COILED WIRE I I DESIGN STUDIO WATERPROOF CONNECTORS (2) MINIMUM CLEARANCE FOR DOOR OPENING I I 1117 Wayne Way DRIP ZONE KIT San Mateo, CA 94403 MODEL PCZ-1 01-XX WITH ---MINIMUM VERTICAL I (239) 410-9251 FILTER(TIP 45 DEGREES) I I REGULATOR 25 OR 40 PSI ® o [L]mo��� CLEARANCE NEEDED I 0® FOR HINGE PIN REMOVAL I �aLva� I /�,p,1�lDSCl) FINISHED GRADE 0ao® MODEL ICXX00PL I � P� SUN N 0 CO JUMBO VALVE BOXOr w n SCH 80 T.O.E. NIPPLE(2) $.ac T` = o : Q-Il - ��' signature CONTROL WIRE IN ELECTRICAL -+ CONDUIT. SIZE AND TYPE me a2� at PER LOCAL CODE MAIN LINE PIPE & FITTINGS OF CAL�Foe- 1/2" POWER SUPPLY CONDUIT SL � BRICK SUPPORTS (4) J BOX INSIDE CONTROLLER No�5 l ASSEMBI-Y TO BE 3-Cr WN.) FROM PAN® AREAS. CONNECT PER LOCAL CODE RESIDENTIAL 2 � ALL. TI.IRF�4DED COMEGTIQIV� ,MITI-I 'PERM�,,,Ek *NOTE* 51-u PPE .JOINT GOMPOLM oR EauAL. 3/4" MINUS WASHED GRAVEL SPECIFY 6, 12, 18, 24, 30, STATION MODEL CONTROLLER. a LIGE BACKFLM PREVENnBZ ENMOSIRLS21E - .C7.lAM MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL. SWA slzE ENCLOSURE As REOMED. B.P.DJ. INC. LANDSCAPE CONTROLLER SHALL BE HARD-WIRED TO GROUNDED 110 or cboti 788-54L 220 VAC SOURCE. 4.INSTALL FR®E PROTECTION BLANKET. PLAN REMOTE CONTROL VALVE (ICZ) WITH ISOLATION VALVE I-CORE CONTROLLER 1 L I�'�' NOT TO SCALE � SCALE: 1 " �ODI]Ct°0o iRR1CAT10N DETAIL REDUCED PRESSURE BACKFLOW ASSEMBLY N.T.S. 1 2 3 4 Property Owner: 01 QF-FLUSH HEADER Owners of 1 2 �� /�x %/���/� 19133 Cozette Lane o = Q PRE-INSTALLED BARB FITTING Cupertino, CA 95014 O FLUSH POINT WITH PVC CAP OR OPTIONAL PVC BALL VALVE L j 3 3 1 2 4 3 Q PERIMETER OF AREA J 3 Q 2 7 11 8 o m 8 O PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM 5 Plan Prepared by PERIMETER OF AREA Muzik Design Studio 15 1 ° 6 Agnes Tung, Xiaoyan Sun INSET C INSET B 9 / / / / / / O RAIN BIRD XFS SERIES DRIPLINE (TYPICAL) (239) 410-9251 oP O QF-SUPPLY HEADER agnesytung@gmail.com 5 INSET A 7 2„-4" 5 PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 8 Per Planning review 1 5/05/2022 5 8 PVC SCH 40 ELL (TYPICAL) � Per Planning review 12 6/25/2022 O PVC SCH 40 RISER PIPE 9 6 10 MALE ADAPTER INSERT 5 1 11 13 1 1 STAINLESS STEEL, OETIKER OR MURRAY CLAMP 3 5 12 PVC SCH 40 CAP 6 5 PVC DRIP MANIFOLD PIPE 13 PVC SCH 40 BALL VALVE 16 5 PVC SCH 40 TEE OR EL INSET B 14 OPERATION INDICATOR RAIN BIRD MODEL: OPERIND 03 %" POLYETHYLENE TUBING: RAIN BIRD XF SERIES BLANK TUBING 15 XF SERIES TIE-DOWN STAKES (TDS-050) G BARB CROSS INSERT FITTING: REFER TO RAIN BIRD DRIPLINE DESIGN GUIDE FOR RAIN BIRD XFD-CROSS PROPER SPACING 05 BARB TEE INSERT FITTING: RAIN BIRD XFF-TEE 4 PROJECTED CANOPY LINE OF TREE 5 ON-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POTABLE: XFCV DRIPLINE PLACE AS SHOWN (LENGTH AS 2 INSET A 14 11 12 1 REQUIRED) 7 8 Drawing Title O ROOT BALL 6 Proposed TIE DOWN STAKE: Irrigation INSET C RAIN BIRD TDS-050 WITH BEND (QUANTITY AS REQUIRED, g XFS Dripline Maximum Lateral Lengths (Feet) SEE NOTES 2-3 BELOW) Detail 12" Spacing 18" Spacing 24" Spacing NOTES: NOTES: 1 . DISTANCE BETWEEN LATERAL RINGS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, AND TREE 1 . DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT Inlet Pressure psi Nominal Flow (gph) Nominal Flow (gph) Nominal Flow (gph) CANOPY. SEE INSTALLATION SPECIFICATIONS ON RAIN BIRD WEB SITE (WWW.RAINBIRD.COM) FOR Drawing Scale MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION SPECIFICATIONS ON RAIN BIRD WEB 0.6 0.9 0.6 0.9 0.6 0.9 SUGGESTED SPACING. SITE (WWW.RAIN BIRD.COM) FOR SUGGESTED SPACING. 15 273 155 314 250 424 322 2. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. N I 2 4 8 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE 3. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE-DOWN I 1i8°=1'-0° ACCOMPANYING TABLE. 20 318 169 353 294 508 368 STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 30 360 230 413 350 586 414 Sheet Title 40 395 255 465 402 652 474 L-6 4 DRIP LINE LAYOUT AND ASSEMBLY - 50 417 285 528 420 720 488 XFCV ON-SURFACE DRIPLINE AROUND TREE N.T.s. 60 460 290 596 455 780 514 5 N. I.` 06/28/2022 Com unity Development Department lanning Division - Cupertino Building I I I o NOTES CUPERTINO APPROVED GRAPHIC SCALE I ALL DISTANCES AND DIMENSIONS ARE IN FEET AND DECIMALS. Case# 8 R-2022-01�, 4 8 16 32 ABBREVIATIONS I I UNDERGROUND UTILITY - LOCATION IS BASED ON SURFACE EVIDENCE. Approva I B y: Director/Staff ( IN FEET ) AC ASPHALT I Approval D e 08/29/22 1 inch = 8 ft. BW BACK OF WALK I BUILDING LOCATION DIMENSIONS ARE MEASURED CONC. CONCRETE I PERPENDICULAR TO THE PROPERTY LINES. Signature Emi Su i ama CMU CONCRETE MASONRY UNIT Case Manager DG DECOMPOSED GRANITE II DIMENSIONS TO THE BUILDING ARE TAKEN AT THE EXTERIOR ORIGINAL: 12- 16-2019 TC TOP OF CURB II FINISHED SURFACE. FL FLOW LINE 50.2 REVISION 1: 3-21-2022 (ADDED ADU) T.O.W. TOP OF WALL Building I THE BUILDING EXTERIOR FINISHED SURFACE IS STUCCO AND SDMH STORM DRAIN MANHOLE II VARIES APPROXIMATELY 0.08'-0.14' IN THICKNESS. SSMH SANITARY SEWER MANHOLE I 71 1 TOP OF ROOF FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD I (EXTERIOR). II 0 II BENCHMARK: ASSUMED DATUM, POINT AS SHOWN BW3 505 I A CURRENT TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY L. WADE HAMMOND LAND SURVEYOR. I EASEMENTS OF RECORD MAY EXIST THAT ARE NOT SHOWN .4F9.6 I ON THIS MAP. I II 50.4 II TREE SPECIES IDENTIFICATION: BEST EFFORT, WE ARE NOT .50.1 II ARBORISTS OR DENDROLOGISTS. ti of a. G,Q��Ss g1•yGy Q�A SS OoG y�Q�SS �o�ti a oG w 1 O I II P TREES SHOWN ARE 6" TRUNK DIAMETER OR LARGER, SO°23OO E ROCK Q MEASURED 5' ABOVE GRADE Oco 50. 00 I'r =u FIRE HYDRANT 235' q X N Wood Post Conc Curb ^) SSFL43.7 (talc) P m 0 OO Lo 'O m h A` x 9-x g s o r� �r `n "� a ao 50.3 d k�. 6, fig. Tj:-50.1 o 0 0 0 BW 49.6 o co •50.7 Dirt 49.6 v 49.8 o y o Conc. h 50.5 X Conc. •50.6 y FL 49.7 Wood Post Conc. .50.9 50.9 .50.8 0 0 �8 TRFe X 49.8 Shed 50.2 •50.7 ° GATE gG Paver Band O 49.5 Conc. rn Ln 50.5 -49.4 Dirt wm 50.3 0 50.9 50.7 49.8 0� Ln rn 50.4 Dirt $ ^ n 50.0 0 0 c o II X 49.4 pg• Dirt w o u� U WM 50.1 I O �c� n 50.5 Tanbark 50.9 so TC Dirt oo Dirt �� \ 50.3 50.4 6 TREE 49 5 49 3 k9' CMU Wall h � 50.5 I I 49. 4 Pavers \ Shed BW X kg�• STEPPING STONES 4 F9 7 50.5 I ro so Q M, 4s.s s 50.5 X ^ 50.5 RIDGE 50.9 49.8• 6 w w 63.9 4y 3 a 50.0 •50.1 onc. N2 °po EI=50.9 Dirt 50.5 �� �r GARAGE SLAB Conc. 49.1 � r 49.8 49.9 o w Dirt 0 0 I X gs v ' Wood 5' So.S mo 49.6 R � g0 E1=51.1 25.2 •49.8 ag' Step EI=50.8 Wood FINISH FLOOR 50.3 49.4 a WOOD DECK Deck FL 49.4 49 50.5 .50.6 O� s TC •496 Conc. TC 0049, 6 M Dirt say 50.5 50.7 50.7 BW4 W I 49.7 Dirt 50 7 Paver Band Tanbark O 0 49.6 ti 50.1 so 51.0 rn rn N Dirt 49.6 hG. o 6 0 TC n Ln L S 50.7 LAWN •50.6 50.2 50.7 o 00 `� I CMU BORDER 49•7 O Dirt h Building Overhang `�' Z �� House s 9 �og 5D.7 5D.5 , I .50.5 W t9.9 49.6 .49.9 -50.4 51.0 i N 8 9°3 7 0 0 E 50.1 •50.2 Conc. n Tanbark EI=50.00 �� ^ 50a 50.7 Conc. Pavers 50.5" 50.0 a 51.0 * EI=51.2 �N EI=51.2 ro p� w C� SET BENCHMARK NAIL/SHINER (ASSUMED) p 75. 00' X 49.7 FINISH FLOOR so w LLl 49.6 49.7 50.5 U •51.1 h s �� II 2) �50.7 �o FRIDGE I o o� Paver Band d� U O 68.4' �o� Conc. Pavers BW6 O TC o I O Dirt r �- - - - - - - - - - - - -0p- - - - -�- - - - - 50.9 50.3 U III I o a X a) Wood Post a ai II m \ 1 Crr 7.1' o o' v co •�, h O oi _ 0 50.2 6 rh \ •50.8 CRAWLSPACE SLAB h h 5G o 50.5 \ 50.9 -50.6 FL 9 I O X AIR COND EI=52.76 #Q I FINISHED FLOOR 50.6 50.6 Conc. o 50.9 N89°37'00"E •50.5 Dirt LAWN o •50.2 Dirt I Conc. Tanbark 50.8 U Tanbark 75. 00'I ADU50.3 I Dirt 50 7 50 8 BW6 .50.5 I 6 MULTI 49•9 Rs 50.2 TC I I TC 49.9 49. 8 o I .8 49.8 �� Conc. 50.5 50.5 Paver Border 50.3 FL I I g' I a hg RIDGE \ I . h0 E\EC METER 507• 25.9' 50.7 I �, GAS METER 0 I I I 50.5 5 TC so.t 50.11 •50.2 so ROCK ro ro pE 50.6 8. S08 48.4 50.8 n Dirt I I o AIR COND. i 4 FL X 49 9 I n 0 50.9. 050.8 SSC FL Shed X Dirt 50.9 o o50.8 50.8 50.7 50.7 50.7 h o n GATE Conc. 50.7 7.0' �2 Conc. I ^� BW o Dirt 51.1 .50.0 FL •50.2 L6 50.0 OVERHANG ABOVE (TYP.) ri Dirt •51.0 50.7 0 o x o 050.6 I .50.6 .50.7 CMU WALL ROCK 50.6 CMU WALL 50.4 I ROCK •50.5 50.6 TC x x x x x x x x x x x h o 10 7REE SO°23'00"E n �1I Dirt 50.9 O 0 51.0 TC 150. 0 0' X 36 PALM �o 50.4 50.9 ~10 d h LAWN BW LEGEND X 50.6 FL 0 Dirt I I -50.7 I k wM WATER METER OR WATER VALVE BOX 50 4 I I Building Dormer 50.9 Cont. ,50.7 I r - - - -•- - k Pavers 50.7 I m0 FIRE HYDRANT I II O 16 12 8 OAK TREE - TRUNK DIAMETER IN INCHES a Dirt TREE SPECIES IDENTIFICATION: BEST EFFOR T, 50.4 I WE ARE NOT ARBORISTS OR DENDROLOGISTS \ BW7 TG I II O16 12 8 OAK TREE WITH MULTIPLE TRUNKS 50.5 FL 65.4 I f RIDGE I I I TRUNK TREE DRIP LINE POINTS TOWARDS TREE °°°p0°oa0000000000 D S TRUNKS. TREE DRIP LINES ABOVE 000°°�� LA 00 o PROPERTY LOCATED AS SHOWN. 00000��acoo oVADE ,9 o'�'�o rc II oJo PLS 6163 d ono +25.34 TOP OF CURB 14 vo 0 0 0-< 4 x x FENCE I o 0 0 0 o o T9T o s o0000000 �� 000 of of OVERHEAD WIRES 0 o 0000000 o°°o I °°°° OPP POWER POLE I I o000 �F CAL�F� I I II + 12.34 SPOT ELEVATION BOUNDARY AND II L . Wade Hammond ssco SANITARY SEWER CLEAN OUT TOPOGRAPHIC SURVEY I II Land Surveying ® 8.14 ELE UTILITY BOX- TYPE AS NOTED SIZE AS DRAWN 19133 COZETTE LANE II Civil Engineering CUP71 IRRIGATION VALVE BOX APN: 37507-019- I 36660 Newark Blvd . Suite C PN: Newark, California 94560 25.08 FLOW LINE LOT 148, TR 550FL I Tel : (510) 579-6112 LOT AREA: 11,250 SQ. FT. I wade@whlandsurveyor. corn www. wadehammondpls . com