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RM-2025-003 Approved Plan SetARCHITECTURAL A0.1 COVER SHEET CIVIL C.0 BOUNDARY & TOPOGRAPHIC SURVEY C.1 GENERAL NOTES C.2 GRADING & DRAINAGE PLAN C.3 EROSION CONTROL PLAN C.4 UTILITY COORDINATION PLAN PROJECT INFORMATION PROJECT DESCRIPTION: 375-13-005 V-B R-3 / U OWNER JENNY JIE ZHOU 18880 ARATA WAY CUPERTINO, CA 95014 (408) 616-0572 zhoujie100@hotmail.com ZONING INFORMATIONVICINITY MAP FIRE SPRINKLER: APN: CONSTRUCTION TYPE: OCCUPANCY: BUILDING CODES: PROJECT TEAM ARCHITECT KYLE CHAN, ARCHITECT 3561 HOMESTEAD ROAD #222 SANTA CLARA, CA 95051 CELL: 669-244-3111 kyle@kylechan.com GENERAL CONTRACTOR T.B.D. A0.1 COVER SHEET Sheet Revisions: PLNG SUBMISSION 1.22.2025 ZH O U R E S I D E N C E NE W R E S I D E N C E & A T T A C H E D A D U 18 8 8 0 A R A T A W A Y CU P E R T I N O , C A 9 5 0 1 4 PROJECT NUMBER: 2414 18880 ARATA WAY PRO G R E S S SE T NOT FO R CO N S T R U C T I O N ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN CONSTITUTE THE ORIGINAL & UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. © KYLE CHAN ARCHITECT, INC. ELECTRONIC PLAN REVIEW CITY STAMP: 3561 HOMESTEAD ROAD SUITE 222, SANTA CLARA, CA 95051 669-244-3111 www.kylechan.com kyle@kylechan.com PLAN CHECK COMMENTS 3.26.20251 DRAWING INDEX TITLE-24 ENERGY CONSULTANT T.B.D. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED IN ACCORDANCE WITH NFPA 13D AND STATE AND LOCAL REQUIREMENTS FIRE SPRINKLER SYSTEM TO BE APPROVED UNDER A DEFERRED SUBMITTAL. TR U E NO R T H N.T.S. SITE 18880 ARATA WAY CUPERTINO CA 95014 NEW 2-STORY SINGLE FAMILY HOUSE & ATTACHED ADU PERMIT SUBMISSION SET: 1. DEMOLISH EXISTING SINGLE FAMILY HOUSE 2. PROPOSE A NEW 2-STORY SINGLE FAMILY HOUSE. ARCHITECTURAL A0.5 SITE PLAN / HORIZONTAL CONTROL PLAN A1.0 DEMOLITION SITE PLAN A2.0 FLOOR AREA CALCULATIONS A2.1 FIRST FLOOR PROPOSED PLANS A2.2 SECOND FLOOR PROPOSED PLANS A2.3 ROOF PLAN A3.1 PROPOSED ELEVATIONS A3.2 PROPOSED ELEVATIONS A7.0 SECTIONS A7.1 SECTIONS 2022 CBC (BASED ON 2021 IBC) 2022 CRC (BASED ON 2021 IRC) 2022 CEC (BASED ON 2020 NEC) 2022 CMC (BASED ON 2021 UMC) 2022 CPC (BASED ON 2021 UPC) 2022 CALIFORNIA ENERGY CODE 2022 CFC (BASED ON 2021 IFC) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) 2022 CA EXISTING BUILDING CODE CITY MUNICIPAL CODE ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, LAWS & REGULATIONS CITY REACH CODE GREEN BUILDING CONSULTANT T.B.D. THE PROPOSED MAIN RESIDENCE BUILDING IS AN ALL-ELECTRIC BUILDING PER CUPERTINO MUNICIPAL CODE §16.32.030 ZONING: R1-5 LAND USE:LOW DENSITY 1-6 DU/ACRE NUMBER OF STORIES: EXISTING PROPOSED 1 2 EXISTING HOUSE INFORMATION YEAR BUILT: 1952 LOT SIZE:5,384 SF EXISTING HOUSE AREA (TO BE DEMOLISHED SEE A1.0) HABITABLE (R3)1,700 SF EXISTING GARAGE (U)415 SF 1ST FLOOR AREA (R3):1,165 SF 2ND FLOOR AREA (R3):823 SF GARAGE (U):433 SF TOTAL AREA:2,421 SF (R3 + U) ZONING ANALYSIS REQUIRED PROPOSED MAX. LOT COVERAGE 45% + 5%44.3 (2,391 SF) F.A.R.45%44.9% SEE A0.5 FOR FLOOR AREA CALCULATIONS 2ND:1ST FLOOR RATIO (66% MAX.)51.5 % MINIMUM 1ST FLOOR SETBACK FRONT 20'20'-6" LEFT SIDE INTERIOR 5'5' RIGHT SIDE INTERIOR 5'5' REAR INTERIOR 20'20' MINIMUM 2ND FLOOR SETBACK FRONT 25'28'-6 1/2" LEFT SIDE YARD 15' 15' RIGHT SIDE YARD 15' 15' REAR YARD 25'25' MAXIMUM HEIGHT 28'25'-10" # BEDROOMS 4 # BATHROOMS 3 ADU AREA 799 SF TOTAL (MAIN + ADU)3,220 SF PER CUPERTINO MUNICIPAL CODE: LANDSCAPE ARCHITECT YI-LIANG KAO 2646 DWIGHT WAY , SUITE #11 BERKELEY, CA 94704 CELL 510-843-9988 YILIANG.KAO@GMAIL.COM SURVEYOR / CIVIL ENGINEER WEC & ASSOCIATES 2625 MIDDLEFIELD RD #658 PALO ALTO, CA 94306 650.823.6466 PH 650.887.0321 FAX CONTACT: ED WU ed@weceng.com LANDSCAPE L-1 PLANTING PLAN L-2 IRRIGATION PLAN L-3 IRRIGATION ZONE PLAN L-4 NOTES & DETAILS L-5 DETAILS L-6 LANDSCAPE FORMS 3D VIEWS 1 SCALE N.T.S. RM-2025-003 5/9/2025 Jasmine Heredia Sheet Revisions: PLNG SUBMISSION 1.22.2025 ZH O U R E S I D E N C E NE W R E S I D E N C E & A T T A C H E D A D U 18 8 8 0 A R A T A W A Y CU P E R T I N O , C A 9 5 0 1 4 PROJECT NUMBER: 2414 18880 ARATA WAY PRO G R E S S SE T NOT FO R CO N S T R U C T I O N ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN CONSTITUTE THE ORIGINAL & UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. © KYLE CHAN ARCHITECT, INC. ELECTRONIC PLAN REVIEW CITY STAMP: 3561 HOMESTEAD ROAD SUITE 222, SANTA CLARA, CA 95051 669-244-3111 www.kylechan.com kyle@kylechan.com PLAN CHECK COMMENTS 3.26.20251 1 2 3 4 5 6 7 8 9 12131415161718 1011 1 2 3 4 5 6 7 8 9 12131415161718 1011 100 .28 100 .82 101.14 100 .93 99.81 99.86 99.89 99.62 99.65 99.59 100 .63 100 .67 100 .92 100 .60 100 .32 100 .84 101.00 101.01 100 .87 100 .40 100 .97 LF 100 .98 100 .76 100 .69 100 .42 99.68 99.44 99.6199.72 99.68 99.71 99.78 99.41 100 .18 100 .62 100 .74 100 .55 100 .38 99.92 100 .75 100 .70 100 .58 100 .87 100 .80 100 .74 100 .79 100 .88 100.91 100 .91 100 .95 100 .87 101.06 101.21 101.24 101.21 101.07 101.05 101.13 101.05 101.08 101.01 101.06 101.37101.32 101.22 100 .97 100 .75 101.01 101.03 101.03 101.36 101.40 100 .96 100 .64 100 .79 100 .61 100 .55 100 .78 100 .73 100 .78 100 .93 100 .93 100 .93 101.00 101.18 100 .95 100 .77 100 .75 ARATA WAY D.S.D.S. D.S. D.S.D.S. D.S. D.S. D.S. D.S. D.S. D.S. ADU SETBACK 5'-3"16'-7 1/2"11'-5 7/8"29'-0 7/8" 5'-1 1/2"8'-8 1/2"19'-6 3/8"20'-4 1/2"8'-8 3/8" 5'-1 1/2"25'-7 3/8"20'-6"3'-10 3/8" ADJACENT BLDG. 2ND FLOOR FOOTPRINT ADU FOOTPRINT G = OUTDOOR DOWNLIGHT, SEE SPEC THIS PAGE THE LIGHT FIXTURES WILL BE IN COMPLIANCE WITH CMC SECTION 19.102.040 OUTDOOR LIGHTING REQUIREMENTS. THE HORIZONTAL CONTROL PLAN IS PREPARED BASED ON THE BOUNDARY SURVEY PREPARED BY THE PROJECT’S LICENSED SURVEYOR. HORIZONTAL CONTROL PLAN – A PLAN PREPARED ON THE LOT SURVEY DESCRIBED ABOVE THAT SHOWS ALL OF THE FOLLOWING ELEMENTS: THE PROPERTY BOUNDARIES WITH BEARING AND DISTANCES, EXISTING FOUND PROPERTY BOUNDARY MONUMENT(S), EXISTING EASEMENTS, ALL PROPOSED BUILDINGS AND/OR STRUCTURES, EXISTING FENCES, AND BUILDING SETBACKS WITH DIMENSIONS TO PROPERTY LINES. SEE A0.4 FOR CUPERTINO SANITARY DISTRICT DETAIL 7 - SEWER LATERAL CLEANOUT INSTALLATION “REFER TO CIVIL PLANS FOR STREET IMPROVEMENTS AND ON-SITE GRADING & DRAINAGE SYSTEM.”. (E) 6' WOOD FENCE (E) 6' WOOD FENCE (E) 6' WOOD FENCE 5' SILL 5' SILL 5' SILL5' SILL 5' SILL BALCONY G G G G G GGGG GG G 20 ' - 0 " 1 S T F L O O R AD U SE T B A C K 15'-0 7/8" SETBACK PORCH (E) 6' WOOD FENCE BAY WINDOW PATIO 20'X20' PARKING SPACE BAY WINDOW FEATURE 3' SILL 5' SILL 5' SILL WM G E WATER METER, SEE CIVIL (E) GAS METER (E) ELEC. METER SEE LANDSCAPE DRAWING FOR PRIVACY PLANTING DETAILS 28'-5 7/8"20'-4 1/2" 0'5'10'15'20'A0.5 SITE PLAN / HORIZONTAL CONTROL PLAN PR O J E C T NO R T H TRU E NOR T H PROPOSED SITE PLAN 1 SCALE 1/8" = 1'-0" RM-2025-003 5/9/2025 Jasmine Heredia Sheet Revisions: PLNG SUBMISSION 1.22.2025 ZH O U R E S I D E N C E NE W R E S I D E N C E & A T T A C H E D A D U 18 8 8 0 A R A T A W A Y CU P E R T I N O , C A 9 5 0 1 4 PROJECT NUMBER: 2414 18880 ARATA WAY PRO G R E S S SE T NOT FO R CO N S T R U C T I O N ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN CONSTITUTE THE ORIGINAL & UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. © KYLE CHAN ARCHITECT, INC. ELECTRONIC PLAN REVIEW CITY STAMP: 3561 HOMESTEAD ROAD SUITE 222, SANTA CLARA, CA 95051 669-244-3111 www.kylechan.com kyle@kylechan.com PLAN CHECK COMMENTS 3.26.20251 A2.0 FLOOR AREA CALCULATIONS AREA CALCULATION SCALE 1/4" = 1'-0"1 1 2 3 4 5 6 7 8 9 12131415161718 1011 W/D 27"x32" W/D 27"x32" 1 2 3 4 5 6 7 8 9 12131415161718 1011 8' - 1 " 1ST FLOOR PLAN2ND FLOOR PLAN FLOOR AREA CALCULATION LABEL DIMENSIONS AREA 1ST FLOOR A1 11'3 X 13'1 148 SF A2 8'6 X 10'9 92 SF B 28'6X10'2 288 SF C 36'5X7'1 257 SF D 28'3X13'6 380 SF G (GARAGE)20'4X21'3 433 SF 2ND FLOOR J 12'4X14'2 175 SF K 4'6X12'2 55 SF L 12'2X14'2 173 SF M 22'6X3'8 82 SF N 16'8X14'5 239 SF P 6'8X9'0 60 SF Q 7'6X5'2 39 SF CONDITIONED AREA 1ST FLOOR (A-D)1,165 SF 2ND FLOOR (J-Q)823 SF TOTAL 1,988 SF + GARAGE (G)433 SF TOTAL BUILDING 2,421 SF FLOOR AREA RATIO LOT SIZE 5,384 SF F.A.R.44.9 % 2ND : 1ST FLOOR RATIO = 823 / (1,165 + 433) 51.5% OUTDOOR PORCHES (1ST FLOOR) T 8'9X15'0 130 SF U 8'6 X 4'2 36 SF V 25'7X5'9 147 SF TOTAL 313 SF 2ND FLOOR BALCONY X 15'8X4'0 63 SF OVERHANG = 240 LINEAR FT X 2 FT = 480 SF LOT COVERAGE = 1ST FLOOR + GARAGE + PORCHES + OVERHANG = 1,165 + 433 + 313 + 480 = 2,391 SF (44.3%) ADU CALCULATION AA 12'6X15'1 189 SF AB 8'2X8'1 66 SF AC 18'1X5'5 98 SF AD 20'9X21'6 446 SF TOTAL 799 SF "G" "AA" "AD" "AC" "C" "AB" "D" "B" "U" "T" "V" "L""J" "M" "N" "X" 8'-8 1/2"8'-6 3/8" 25'-7 3/8" 20'-9" 18'-1 1/2" 28'-2 7/8"8'-2" 28'-5 7/8" 36'-4 7/8"12'-5 5/8" "K" 12'-3 3/4"4'-6"12'-2" 15'-8 3/4"7'-6 1/2" 6'-8" 22'-6 1/2" 20'-4 1/2" "P" "Q"5' - 2 " "A1" "A2" 8'-6 3/8"11'-3" BAY WINDOW BAY WINDOW BAY WINDOWBAY WINDOW BAY WINDOW 0'2.5'5'7.5'10'12.5'15' RM-2025-003 5/9/2025 Jasmine Heredia VC M 3 4 3 4 38 " X 3 8 " VC M 3 4 3 4 38 " X 3 8 " Sheet Revisions: PLNG SUBMISSION 1.22.2025 ZH O U R E S I D E N C E NE W R E S I D E N C E & A T T A C H E D A D U 18 8 8 0 A R A T A W A Y CU P E R T I N O , C A 9 5 0 1 4 PROJECT NUMBER: 2414 18880 ARATA WAY PRO G R E S S SE T NOT FO R CO N S T R U C T I O N ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN CONSTITUTE THE ORIGINAL & UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. © KYLE CHAN ARCHITECT, INC. ELECTRONIC PLAN REVIEW CITY STAMP: 3561 HOMESTEAD ROAD SUITE 222, SANTA CLARA, CA 95051 669-244-3111 www.kylechan.com kyle@kylechan.com PLAN CHECK COMMENTS 3.26.20251 BATH 5'8 x 5'8 2'6 SECTIONAL 9'6 X 7'6 8' TV 4' X 2'6 1 2 3 4 5 6 7 8 9 12131415161718 1011 QUEEN: 60X80 TV 4' X 2'6 TWIN: 39X74 BEDROOM 13'6 x 10' BEDROOM 11'10 x 10'9 LIVING 11'0 X 14'6 KITCHEN 16'10 x 16'3 LIVING 16'10 x 13'0 3'6 3'3'1' 1' 4' 1' GARAGE 20' x 20' BEDROOM 10'0 x 12'3 BATH 8'1 x 6'1 HALL 4' x 5'5 PORCH 8'8 x 13'0 FOYER 10'4 x 9'3 PATIO 25'7 X 5'9 BEDROOM 10' x 13'9 3' 6" 4' 7' 4' 4' 4' 1'8x 3'11 2'8 x 3'8 5' WARDROBE BATH 8'3 x 5'0 3' BATH 5'7 x 10' 3'6 3'6x3'6 2'9x3'4 5'6x2'6 22" DINING 8'3X8'10 QUEEN: 60X80 5'0x4'6 SLIDER (+) 2'6X4'6 CASEMENT (T) 4'6x4'6 SLIDER3'0X8'0 5'0x4'6 SLIDER (+) 3'0X4'6 CASEMENT (+) W/ 3'0X2'0 TRANSOM 3' 2'6x4'6 CASEMENT KITCHEN 8'5 X 11'0 2'1' 3' 2'6 3'0X8'0 3'0X8'0 3'0X8'0 1'0x4'6 PICT. 1'0x4'6 PICT. 8'-8 1/2"8'-0 3/8"11'-6"20'-4 1/2" 1 A7.0 2 A7.0 2 A3.1 1 A3.1 2 A3.2 1 A3.2 4 A7.1 3 A7.1 1 A7.1 25'-7 3/8"20'-6"2'-6" 1'-10 1/2" A2.1 FIRST FLOOR PROPOSED PLAN 0'2.5'5'7.5'10'12.5'15' FIRST FLOOR PROPOSED PLAN 1 SCALE 1/4" = 1'-0"PR O J E C T NO R T H TRU E NOR T H RM-2025-003 5/9/2025 Jasmine Heredia Sheet Revisions: PLNG SUBMISSION 1.22.2025 ZH O U R E S I D E N C E NE W R E S I D E N C E & A T T A C H E D A D U 18 8 8 0 A R A T A W A Y CU P E R T I N O , C A 9 5 0 1 4 PROJECT NUMBER: 2414 18880 ARATA WAY PRO G R E S S SE T NOT FO R CO N S T R U C T I O N ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN CONSTITUTE THE ORIGINAL & UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. © KYLE CHAN ARCHITECT, INC. ELECTRONIC PLAN REVIEW CITY STAMP: 3561 HOMESTEAD ROAD SUITE 222, SANTA CLARA, CA 95051 669-244-3111 www.kylechan.com kyle@kylechan.com PLAN CHECK COMMENTS 3.26.20251 A2.2 SECOND FLOOR PROPOSED PLAN 0'2.5'5'7.5'10'12.5'15' BATH 5'0 X 8'0 BED 11'0 x 13'0 BED 11'0 x 11'6 WALK-IN 11'0 x 6'0 HALL 4'2 x 8'8 MASTER BED 15'4 x 12'8 BALCONY 251 15'8 X 4'0 BATH 235 6'3 x 12'10 5' WARDROBE 6'3x3'0 5' WARDROBE 2'6X2'0 AWNING (T) 3'0X4'6 CASEMENT 8'0X6'8 SLIDER 2'9 2'6X2'0 AWNING (T) 6'TV CRICKET APPROXIMATE LOCATION OF THE DEFERRED PHOTOVOLTAIC ARRAY APPROXIMATE LOCATION OF THE DEFERRED PHOTOVOLTAIC ARRAY 4:12 SLOPE 4:12 4:12 4:12 BAY ROOF 4:12 SLOPE 4:12 SLOPE1:12 6'-8" 5'-11 3/8" 4:12 4:12 SLOPE 10'-0 3/8"12'-0 3/4"4'-9"11'-11"9'-10 3/8" 10'-0 3/8"2'-3"13'-5 3/4"7'-3 1/2"13'-0 7/8" 1 A7.0 2 A7.0 2 A3.1 1 A3.1 2 A3.2 1 A3.2 2 A7.1 1 A7.1 SECOND FLOOR PROPOSED PLAN 1 SCALE 1/4" = 1'-0" ROOF PLAN KEY NOTES FLOOR PLAN KEY NOTES SEE A2.1 FOR ALL FLOOR PLAN KEYNOTES SEE A2.3 KEYNOTES FOR ALL ROOF PLAN KEYNOTES SEE A2.1 FOR SKYLIGHT MANUF., MODEL AND TESTING #. PR O J E C T NO R T H TRU E NOR T H RM-2025-003 5/9/2025 Jasmine Heredia VC M 4 6 2 2 50 " x 2 6 " 1 A7.0 2 A7.0 2 A3.1 1 A3.1 2 A3.2 1 A3.2 1'-6" OVERHANG TYP. SEE A3.1 FOR ROOFING MATERIAL SCHEDULE ALL VENTS WILL TERMINATE 36” ABOVE THE OPERABLE SKYLIGHTS PER 906.2 CPC APPROXIMATE LOCATION OF THE DEFERRED PHOTOVOLTAIC ARRAY APPROXIMATE LOCATION OF THE DEFERRED PHOTOVOLTAIC ARRAY BAY WINDOW RIDGE RIDGE BAY WINDOW 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 SLOPE 4:12 2'6x4'6 CASEMENT (+)2'6x4'6 CASEMENT (+) 1 2 3 4 5 6 7 8 9 12131415161718 1011 BATH 5'0 X 8'0 BED 11'0 x 13'0 BED 11'0 x 11'6 WALK-IN 11'0 x 6'0 HALL 4'2 x 8'8 MASTER BED 15'4 x 12'8 BALCONY 251 15'8 X 4'0 BATH 235 6'3 x 12'10 6'3x3'0 2'6X2'0 AWNING (T) 3'0X4'6 CASEMENT 8'0X6'8 SLIDER 2'9 2'6X2'0 AWNING (T) Sheet Revisions: PLNG SUBMISSION 1.22.2025 ZH O U R E S I D E N C E NE W R E S I D E N C E & A T T A C H E D A D U 18 8 8 0 A R A T A W A Y CU P E R T I N O , C A 9 5 0 1 4 PROJECT NUMBER: 2414 18880 ARATA WAY PRO G R E S S SE T NOT FO R CO N S T R U C T I O N ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN CONSTITUTE THE ORIGINAL & UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. © KYLE CHAN ARCHITECT, INC. ELECTRONIC PLAN REVIEW CITY STAMP: 3561 HOMESTEAD ROAD SUITE 222, SANTA CLARA, CA 95051 669-244-3111 www.kylechan.com kyle@kylechan.com PLAN CHECK COMMENTS 3.26.20251 A2.3 PROPOSED ROOF PLAN 0'2.5'5'7.5'10'12.5'15' ROOF PLAN KEY NOTES FLOOR PLAN KEY NOTES PROPOSED ROOF PLAN 1 SCALE 1/4" = 1'-0" SEE A2.1 FOR ALL FLOOR PLAN KEYNOTES SEE A2.3 KEYNOTES FOR ALL ROOF PLAN KEYNOTES SEE A2.1 FOR SKYLIGHT MANUF., MODEL AND TESTING #.RM-2025-003 5/9/2025 Jasmine Heredia Sheet Revisions: PLNG SUBMISSION 1.22.2025 ZH O U R E S I D E N C E NE W R E S I D E N C E & A T T A C H E D A D U 18 8 8 0 A R A T A W A Y CU P E R T I N O , C A 9 5 0 1 4 PROJECT NUMBER: 2414 18880 ARATA WAY PRO G R E S S SE T NOT FO R CO N S T R U C T I O N ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN CONSTITUTE THE ORIGINAL & UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. © KYLE CHAN ARCHITECT, INC. ELECTRONIC PLAN REVIEW CITY STAMP: 3561 HOMESTEAD ROAD SUITE 222, SANTA CLARA, CA 95051 669-244-3111 www.kylechan.com kyle@kylechan.com PLAN CHECK COMMENTS 3.26.20251 CHECK: 1. WINDOW SIZES TO ELEVATION 2. WINDOW (+) AND (T) 3 DIMENSION ALL HEIGHT FEATURES 4. CHECK ROOF SLOPES 5. CHECK FLAT ROOF SECTIONS CEILING 2ND FLOOR 2ND FLOOR CEILING ROOF 1ST FLOOR +102.0 (E) LOWEST NATURAL GRADE +100.7NATURAL GRADE FOR THE MEASURE FOR HEIGHT PARALLEL TO THE NATURAL GRADE TO THE HIGHEST POINT OF EXTEIOR CONSTRUCTION (19.08) 12 4 S1 S2 S2 P1 R1 R1 CP1 S2 CP1 G1 P2R1 P2 R1 CP1 S2 NATURAL GRADE: +101.1NATURAL GRADE: +101.1 BOTTOM OF SILL PROPOSED ELEVATIONS A3.1 CRICKET ROOFING PER CRC R905.5 & 905.9. ROOF TO BE CLASS 'A' OR BETTER. EXTERIOR FINISH SCHEDULE MODEL #/ DESCRIPTION/ LOCATIONMFR./DEALERMATERIALSYMBOL COLOR -TRIM PAINT MATCH WINDOW FRAME COLOR -TRIM PAINT -GUTTER ALUM. - PAINTED GRAPHITE MATCH CEMENT PLASTER BROWN BEIGE U-SAVE ROCKERY OR SIM. STONE OVERLAY / OR STAMP CONCRETE (N) CONC. LANDING W/ FLAG STONE OVERLAY: PENNSYLVANIA LILAC PATIO BY U-SAVE ROCKERY OR SIM. www.usaverockerysj.com - -ELDORADO STONE OR SIM. LIGHTWEIGHT CLAD STONE VENEER PANEL (**) -ROLL ROOFING OR BUILT-UP ROOF (*) TAN -WINDOW WINDOW SASH AND TRIM FINISH (SEE A2.1 SPEC FOR FINISH MATERIALS)GRAPHITE STACKED STONE: DAYBREAK COLOR FINISH PROVIDE STONE CAP AT TOP, TYPICAL. STONE TO WRAP TO BOTH SIDES OF WALL, TYPICAL. ICC ESR-1215 S1 S2 R1 R2 G1 P1 P2 P3 -CEMENT PLASTER W/ INTEGRATED COLOR BEIGEEXTERIOR SMOOTH HARD STEEL TOWEL FINISH (ACRYLIC STUCCO FIN. SIMILAR)CP1 -REGULAR WEIGHT TILE ROOF (*) NEW TILE ROOF BY EAGLE OR SIM. ROOF TO BE CLASS 'A' , COOL ROOF PER CALGREEN, MAX WEIGHT: 10PSF (PROVIDE BIRD STOP @ END OF TILE) CRC 905.3 TAN CP1 GARAGE WINDOW S2 DARK TAN R1 0'2.5'5'7.5'10'12.5'15' PROPOSED FRONT ELEVATION (WEST)1 SCALE 1/4" = 1'-0" PROPOSED RIGHT ELEVATION (SOUTH)2 SCALE 1/4" = 1'-0" BAY WINDOW CALCULATION (1ST FLOOR FRONT): WALL = 11'3 X 11'7.75 = 131.02 SF BAY WINDOW = 7' X 9' = 63 SF (48% <1/2 WALL FACE, OK) 11'-3" 7'-0" 12'-3 3/4" 6'-0" BAY WINDOW CALCULATION (2ND FLOOR RIGHT FRONT): WALL = 12'2 X 6'7.75 = 80.85 SF BAY WINDOW = 6' X 6'7.75 = 39.875 SF (49.3% <1/2 WALL FACE, OK) 12'-2" 6'-0" BAY WINDOW CALCULATION (2ND FLOOR LEFT FRONT): WALL = 12'3.75 X 6'7.75 = 81.83 SF BAY WINDOW = 6' X 6'7.75 = 39.875 SF (48.7% <1/2 WALL FACE, OK) BAY WDW. AREA CALC.3 SCALE 1/8" = 1'-0" RM-2025-003 5/9/2025 Jasmine Heredia Sheet Revisions: PLNG SUBMISSION 1.22.2025 ZH O U R E S I D E N C E NE W R E S I D E N C E & A T T A C H E D A D U 18 8 8 0 A R A T A W A Y CU P E R T I N O , C A 9 5 0 1 4 PROJECT NUMBER: 2414 18880 ARATA WAY PRO G R E S S SE T NOT FO R CO N S T R U C T I O N ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN CONSTITUTE THE ORIGINAL & UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. © KYLE CHAN ARCHITECT, INC. ELECTRONIC PLAN REVIEW CITY STAMP: 3561 HOMESTEAD ROAD SUITE 222, SANTA CLARA, CA 95051 669-244-3111 www.kylechan.com kyle@kylechan.com PLAN CHECK COMMENTS 3.26.20251 PROPOSED ELEVATIONS A3.20'2.5'5'7.5'10'12.5'15' 101.2CP1 CP1 P1 R1 G1 P1 R1 R1 CP1 R1 CP1 P1 CP1 CEILING 2ND FLOOR 2ND FLOOR CEILING ROOF 1ST FLOOR +102.0 (E) LOWEST NATURAL GRADE +100.7 NATURAL GRADE: +101.2NATURAL GRADE: +101.2 BOTTOM OF SILLBOTTOM OF SILL FF:102.0 100.7101.1 R1 R1 P2 CP1 R1 CP1 P1 CP1 G1 CP1 R1 CEILING 2ND FLOOR 2ND FLOOR CEILING ROOF 1ST FLOOR +102.0 (E) LOWEST NATURAL GRADE +100.7 NATURAL GRADE: +101.1NATURAL GRADE: +101.2 BOTTOM OF SILL PROPOSED BACK ELEVATION (EAST)1 SCALE 1/4" = 1'-0" PROPOSED LEFT ELEVATION (NORTH)2 SCALE 1/4" = 1'-0" STREETSCAPE (SOUTH) ELEVATION 3 SCALE 1/8" = 1'-0" 18892 ARATA WAY18868 ARATA WAY PROPOSED PROJECT: 18880 ARATA WAY RM-2025-003 5/9/2025 Jasmine Heredia Sheet Revisions: PLNG SUBMISSION 1.22.2025 ZH O U R E S I D E N C E NE W R E S I D E N C E & A T T A C H E D A D U 18 8 8 0 A R A T A W A Y CU P E R T I N O , C A 9 5 0 1 4 PROJECT NUMBER: 2414 18880 ARATA WAY PRO G R E S S SE T NOT FO R CO N S T R U C T I O N ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN CONSTITUTE THE ORIGINAL & UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. © KYLE CHAN ARCHITECT, INC. ELECTRONIC PLAN REVIEW CITY STAMP: 3561 HOMESTEAD ROAD SUITE 222, SANTA CLARA, CA 95051 669-244-3111 www.kylechan.com kyle@kylechan.com PLAN CHECK COMMENTS 3.26.20251 BATH BED KITCHEN BEDROOM WALK-IN HALL CEILING 2ND FLOOR 2ND FLOOR CEILING ROOF 1ST FLOOR +102.0 (E) LOWEST NATURAL GRADE +100.7 PROPOSED SECTIONS A7.0 0'2.5'5'7.5'10'12.5'15' KITCHEN BED/OFFICE BEDROOM BALCONY HALL BATH CEILING 2ND FLOOR 2ND FLOOR CEILING ROOF 1ST FLOOR +102.0 (E) LOWEST NATURAL GRADE +100.7 10 A7.0 BAY WINDOW 2" SECTION 1 SCALE 1/4" = 1'-0" SECTION 2 SCALE 1/4" = 1'-0" SEE ELEV FOR B.O. BAY SEE STRUCTURAL DETAIL FOR BAY WINDOW SUPPORT PROVIDE TRIM AROUND BAY WINDOW SILL ROOF TO MATCH MAIN STRUCTURE ROOF ASSEMBLY EAVE OVERHANG TO MATCH MAIN STRUCTURE ROOF ASSEMBLY CONTINUOUS TOP AND BOT. TRIM SEE ELEV FOR SILL HEIGHT PROVIDE VENT BY FRY REGLET OR SIM. GSM FLASHING SEE STRUCTURAL FRAMING PLAN FOR RAFTER SIZE 2X4 @ 16" O.C. 25" A.F.F. WALL AS SCHED. BUG SCREEN DIAGONAL BRACING FOR BOTTOM OF BAY WINDOW SUPPORT BAY WINDOW DETAIL 10 SCALE 3" = 1'-0" RM-2025-003 5/9/2025 Jasmine Heredia Sheet Revisions: PLNG SUBMISSION 1.22.2025 ZH O U R E S I D E N C E NE W R E S I D E N C E & A T T A C H E D A D U 18 8 8 0 A R A T A W A Y CU P E R T I N O , C A 9 5 0 1 4 PROJECT NUMBER: 2414 18880 ARATA WAY PRO G R E S S SE T NOT FO R CO N S T R U C T I O N ALL DRAWINGS AND WRITTEN MATERIALS CONTAINED HEREIN CONSTITUTE THE ORIGINAL & UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. © KYLE CHAN ARCHITECT, INC. ELECTRONIC PLAN REVIEW CITY STAMP: 3561 HOMESTEAD ROAD SUITE 222, SANTA CLARA, CA 95051 669-244-3111 www.kylechan.com kyle@kylechan.com PLAN CHECK COMMENTS 3.26.20251 PORCH LIVING GARAGE BED BATH BED CEILING 2ND FLOOR 2ND FLOOR CEILING ROOF 1ST FLOOR +102.0 (E) LOWEST NATURAL GRADE +100.7 10 A7.0 BAY WINDOW PROPOSED SECTIONS A7.1 0'2.5'5'7.5'10'12.5'15' BED PORCH BEDROOM BATH BEDROOM BATH FOYER CEILING 2ND FLOOR 2ND FLOOR CEILING ROOF 1ST FLOOR +102.0 (E) LOWEST NATURAL GRADE +100.7 10 A7.0 BAY WINDOW 10 A7.0BAY WINDOW SIM. 10 A7.0 BAY WINDOW 2" SECTION 1 SCALE 1/4" = 1'-0" SECTION 2 SCALE 1/4" = 1'-0" SECTION 3 SCALE 1/4" = 1'-0" SECTION 4 SCALE 1/4" = 1'-0" RM-2025-003 5/9/2025 Jasmine Heredia RM-2025-003 5/9/2025 Jasmine Heredia 201050N IMPERVIOUS SURFACE 622 S.F./1,262 S.F. = 49.3% < 50 % PATIO Arata Way T1 1 S1 4 PRIVACY PROTECTION WAIVED, PLEASE SEE ATTACHED AGREEMENT CONC. PAVING EXISTING TREES TO REMOVE X XX CONC. PAVING DRIVEWAY T2 1 S2 2 P1 16 VE G E T A B L E G A R D E N WOOD HEADER, TYP EXISTING STREET TREE TO REMAIN. PROTECT TREE DURING CONSTRUCTION. WOOD HEADER, TYP CONC. PAVING 3' HIGH FENCE, TYP WM S1 5 PRIVACY SCREEN VIEWSHED NOTE: 1.PROTECTED EXISTING TREES TO REMAIN DURING CONSTRUCTION. 2.GRADING INFORMATION SEE C-2 GRADING AND DRAINAGE PLAN. 3.IF LANDSCAPING IS USED FOR PRIVACY SCREENING PURPOSES, IT SHOULD BE OF SUFFICIENT SIZE AND OF AN APPROPRIATE SPECIES TO PROVIDE SUCH PRIVACY WITHIN A TWO YEAR TIME FRAME. 4.3" MULCH THROUGH OUT THE LANDSCAPE AREA WITHOUT PAVING OR TURF/ ARTIFICIAL TURF. 5.INSTALL ARTIFICIAL TURF PER MANUFACTURE MENU INCLUDING ALL MATERIAL OF TURF AND BASE. L=Low; M= Moderate; H= High INDICATES PLANT KEY INDICATES PLANT QUANTITY KEY Botanical Name Common Name QTY. Size Remarks L T1 Arbutus 'Marina' Marina Arbutus 1 24" Box 8' High minimum, 15' O.C. M T2 Persea americana 'Hass' Hass Avocado Tree 1 24" Box 8' High minimum L S1 Cupressus sempervirens Italian Cypress 4 15 Gal 6' High minimum, 5' O.C. L S2 Daphne odora 'Aureo-marginata' Winter Daphne 2 1 Gal L P1 Anigozanthos 'Gold Velvet' Gold Kangaroo Paw 16 1 Gal L SOD- Lippia nodiflora Kurapia 1/4"341 SF -Bark Mulch- Med. Grind Fir Bark Artificial Turf 388 SF LO C A L W U C O L S ' WA T E R U S E R A T I N G LEGEND PLANTING L-1 YK PLAN SCALE 1/8"= 1'-0" PLANTING PLAN 1 /31/ 26 ZH O U R E S I D E N C E 18 8 8 0 A r a t a W a y Cu p e r t i n o , C A 9 5 0 1 4 - - - 3 /26/ 25 RM-2025-003 5/9/2025 Jasmine Heredia 201050N Arata Way CAP A PIPE IN IRRIGATION BOX FOR FUTURE USE WM WATER METER C 4.5 3/4 3 3/4 4 3/4 2 3 3/4 1 Y B CONNECT TO WATER MAIN 2 2 SYMBOL EQUIPMENT GPM PSI 20-900.25 0.5 * NOTE2 NOTE: 1. IRRIGATION PLAN IS DIAGRAM ONLY, ALL PIPES AND VALVES SHALL BE INSTALLED WITHIN THE PROPERTY LINE. VERIFY THE LOCATIONS FOR ADEQUATE SPACE AND DEPTH PRIOR TO INSTALLATION. 2. IF TWO 0.5 GPM BUBBLERS AT TREE, PLACE AT OPPOSITE SIDE OF PLANT. 3. IF WATER METER PRESSURE IS HIGHER THAN 90PSI, A PRESSURE REGULATOR SHOULD BE INSTALLED TO ENSURE THE PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURE'S RECOMMENDATION. 302.17 301.09 300.5TORO 570S-4P -OT-12 Q TORO 570S-4P -OT-12 H TORO 570S-4P -OT-12 F PRESSURE COMP. Compensating PrecisionTM Series 4" pop-up in lawn 6" pop-up in shrub, ground covered planting areas;1 per shrub and 4' oc.in pennial PRESSURE COMP. BUBBLER RAINBIRD 1404 BULLERS PRESSURE COMP. BUBBLER RAINBIRD 1401BULLERS IRRIGATION MAIN SUPPLY, 2" SCHEDULE 40 PVC PIPE, 18" COVER NEW IRRIGATION LATERAL, CLASS 200 PVC PIPE 3/4 " OTHERWISE NOTED NEW IRRIGATION REMOTE CONTROL VALVE IN VALVE BOX(NEW): IRRITROL 700 SERIES, SIZE AS NOTED. FEBCO 825YA-BV-2" REDUCED PRESSURE BACKFLOW PREVENTOR Flow demand (GPM) Valve size (New) (Inch) IRRIGATION LEGEND 25 Station No. 3/4 1 3" PVC SLEEVE, TYP. RAINBIRD EST4SMTEi 4 STATION INDOOR MOUNTED CONTROLLER W/ WAETHER SENSOR. WALL MOUNT AS DIRECTED BY OWNER. B C 2" WYE STRAINERY BALL VALVE IRRIGATION L-2SCALE 1/8"= 1'-0" IRRIGATION PLAN YK PLAN 3 /26/25 1 /31/ 22 ZH O U R E S I D E N C E 18 8 8 0 A r a t a W a y Cu p e r t i n o , C A 9 5 0 1 4 1 1 RM-2025-003 5/9/2025 Jasmine Heredia 201050N Arata Way 2 3 3 3 1 1 4 2 SL A 3 IRRIGATION L-3 ZONE PLAN SCALE 1/8"= 1'-0" HYDROZONE DIAGRAM Landscape and Irrigation Design Statement: The construction area of site is relative level. The site has less than 2,500 sq. ft. of total landscape area. The new planting and irrigation system has been designed to current water conserving standards including: 1) Primarily drought resistant plantings grouped by hydrozone. 2) Soil mulching for water retention and weed control. 3) Irrigation zoning. 4) Microprocessor style controller with repeat cycles and water budgeting features. 5) Low volume precision type irrigation spray heads. Thus, the actual water use for the landscape irrigation on this site can stay within the Maximum Applied Water Allowance. All requirements of Table 14.15.050 (C) of the Water Efficient Landscape Ordinance have been met. IRRIGATION SCHEDULE: The base-line irrigation schedule for a maximum-use week (mid-July): It is to be evaluated and adjusted seasonally and empirically as needed to insure plant health and to minimize water waste. The irrigation schedule takes into consideration: -Hydrozone water requirements -Evapotranspiration rates -Soil water holding capacity -Depth of root zone -Allowable soil water depletion amount -Soil infiltration rate -Irrigation precipitation rate Valve Stations I Hydrozones 1 -Tree and Shrub Area Two starts per day, 15 minutes per start (30 minutes/day), two day per week. Valve Stations I Hydrozones 2 Tree areas. Two starts per day, 20 minutes per start ( 20 minutes/day), two day per week. Valve Stations I Hydrozones 3 Shrub and Pennial areas. One starts per day, 10 minutes per start ( 10 minutes/day), two day per week. Valve Stations I Hydrozones 4 – Turf areas. Two starts per day, 8 minutes per start (16 minutes/day), three days per week. IRRIGATION NOTES: I. THE DESIGN IS COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION AND LANDSCAPE DESIGN PLANS. 2. IRRIGATION IS LIMITED TO BETWEEN 8 PM AND 10 AM. IRRIGATION WATER BUDGET CALCULATIONS: THE FOLLOWING IS AN OUTLINE OF THE IRRIGATION WATER REQUIREMENTS WE ANTICIPATE FOR THE NEW RESIDENCE PROJECT AT 18880 ARATA WAY THESE CALCULATIONS ARE PROVIDED AS REQUESTED UNDER THE ''WATER EFFICIENCY LANDSCAPE ORDINANCE" REQUIREMENTS FOR THIS PROJECT. THIS PROJECT CONSISTS OF NEW LANDSCAPE AND IRRIGATION IN CONJUNCTION WITH THE DEMOLITION OF AN EXISTING RESIDENCE AND THE CONSTRUCTION OF A NEW RESIDENCE IN ITS PLACE. Maximum Applied Water Allowance: YK 3 /26/25 1 /31/ 26 ZH O U R E S I D E N C E 18 8 8 0 A r a t a W a y Cu p e r t i n o , C A 9 5 0 1 4 1 1 RM-2025-003 5/9/2025 Jasmine Heredia PLANTING NOTES 1.THE WORK AS INDICATED ON THIS PLAN INCLUDES ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND SERVICES REQUIRED TO COMPLETE THE LANDSCAPE PLANTING AS SHOWN. 2.IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT THE LATEST REVISED SET OF PLANS IS BEING UTILIZED AT THE TIME OF THE LANDSCAPE INSTALLATION. CONTACT THE LANDSCAPE ARCHITECT FOR CONFIRMATION OF CURRENT REVISION NUMBER AND DATE. AFTER THE INSTALLATION, ANY CHANGES NECESSARY TO CONFORM TO THE CURRENT PLANS MAY BE THE RESPONSIBILITY OF THE CONTRACTOR. 3.TREE PROTECTTION: A. NO STORAGE OR PARKING VEHICLES, BUILDING MATERIALS, REFUSE, EXCAVATED SPOILS OR DUMPING OF POISONOUS MATERIALS ON OR AROUND TREES AND ROOTS. B.SAW CUT ALL TREE ROOTS EQUAL OR LARGER THAN 2" WHEN CUTTING OF TREE ROOTS BECAUSE OF UTILITY TRENCHING, FOUNDATION DIGGING, PLACEMENT OF CURBS AND TRENCHES AND OTHER MISCELLANEOUS EXCAVATIONS. 4.REMOVE ALL TREES AND VEGETATION EXCEPT THOSE INDICATE TO REMAIN. CLEAR AND GRAB THE SITE. CLEAR ALL NEW PLANTING AREAS OF ROCK, CLODS, AND DEBRIS GREATER THAN 1" IN DIAMETER, RAKE SMOOTH TO DRAIN. UNLESS NOTED OTHERWISE, PROVIDE 2% MINIMUM POSITIVE SURFACE DRAINAGE IN ALL AREAS. DO NOT DRAIN TOWARDS BUILDINGS. NO LOW SPOTS HOLDING STANDING WATER WILL BE ACCEPTED UNLESS NOTED OTHERWISE. 5.FINE GRADE SOIL TO 1" BELOW TOP OF CURBS AND WALKS AT PLANTING AREAS. 6.PLANTS SHALL BE AS SPECIFIED IN THE PLANT LIST ON THE PLAN, TRUE TO SPECIES AND VARIETY, AND SHALL BE HEALTHY, VIGOROUS ROOT STOCK, FREE OF INSECTS AND DISEASE. ALL PLANT STOCK SHALL BE PROCURED FROM A STATE CERTIFIED NURSERY. ANY PLANT DELIVERED TO THE JOB SITE WHICH IS FOUND TO BE NOT TRUE TO NAME OR IN UNSUITABLE CONDITION SHALL BE REJECTED AND REPLACED WITH SUITABLE STOCK. 7.QUANTITIES NOTED IN THE PLANT LEGEND ARE FOR CONVENIENCE ONLY. VERIFY THE QUANTITIES AS PER PLAN. 8.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL INSPECT THE SITE. REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR A DESIGN DECISION. COORDINATE TREE PLANTING WITH UNDERGROUND UTILITY LOCATIONS TO AVOID CONFLICT. REPORT ANY BUILDING OR FREESTANDING SIGNAGE, OR OVERHEAD UTILITIES NOT SHOWN ON THESE PLANS THAT MAY CONFLICT WITH THE TREE OR SHRUB LOCATIONS SHOWN ON THESE PLANS, OR THEIR FUTURE GROWTH. THERE ARE OFTEN UNDERGROUND UTILITY VAULTS, ABOVE GRADE UTILITY BOXES, FIRE RISERS, BACKFLOW PREVENTERS, LIGHT POLES, FIRE HYDRANTS, FENCING, CONCRETE FOOTINGS, FIELD CHANGES TO THE SITE OR BUILDINGS, OR OTHER ITEMS NOT SHOWN ON THESE PLANS THAT MAY CONFLICT WITH THE PLANTING AS SHOWN. SOME FIELD ADJUSTMENT OF PLANT MATERIAL MAY BE NECESSARY AND IS ALLOWED, BUT THE FINAL LOCATION OF ALL PLANT MATERIAL IS AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS OPERATIONS AND SHALL REPLACE OR REPAIR SUCH DAMAGED WORK AT HIS OWN EXPENSE. COORDINATE ALL WORK WITH OTHER TRADES WORKING ON THE SITE TO AVOID CONFLICT. 10.INSURE THAT ANY NECESSARY TREE REMOVAL PERMITS ARE OBTAINED PRIOR TO REMOVAL OF ANY EXISTING TREES. EXISTING TREES TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION PER CITY STANDARDS AND AS RECOMMENDED BY THE LANDSCAPE ARCHITECT I CONSULTING ARBORIST. 11.THE TREES AND SHRUBS SHALL BE PLANTED AT THE LOCATION MATCHING THE CENTER POINT AS MARKED, OR THE CENTER OF THE CIRCLE, AS GRAPHICALLY DRAWN ON THESE PLANS. TREES SHALL NORMALLY BE PLANTED OPPOSITE PARKING LOT STRIPING AS SHOWN. PAY CLOSE ATTENTION TO COORDINATION OF EXACT PLANT MATERIAL PLACEMENT AT ARCHITECTURAL OR SITE FEATURES SUCH AS WINDOWS AND WALLS. 12.USE ALL MEANS NECESSARY TO PROTECT PLANT MATERIALS BEFORE, DURING, AND AFTER INSTALLATION AND TO PROTECT THE INSTALLED WORK AND MATERIALS OF ALL OTHER TRADES. WHEN IT IS NOT FEASIBLE TO INSTALL PLANT MATERIALS IMMEDIATELY, THEY SHALL BE PROTECTED AND MAINTAINED IN GOOD CONDITION. NURSERY STOCK IN CONTAINERS SHALL BE WATERED REGULARLY AND PLACED IN A COOL AREA PROTECTED FROM EXCESS SUN AND WIND. 13.PRIOR TO PLANTING, THE SOIL SHALL BE CULTIVATED, CLEAN AND GRUBBING TO REMOVE UNWANTED EXISTING SHRUB AND GROUND COVER. 14.UNLESS CONTRADICTED BY A SOILS TEST, ALL AREAS TO BE PLANTED SHALL HAVE NITROGEN STABILIZED SOIL AMENDMENT (6 CU. YDS. PER 1000 SQ. FT.) AND THE FOLLOWING FERTILIZERS SPREAD AND ROTOTILLED INTO THE TOP 6 INCHES OF SOIL: 16-6-8 AT 15 LBS. PER 1000 SQ. FT. SOIL SULFUR AT 10 LBS. PER 1000 SQ. FT. APPROXIMATELY 30 DAYS AFTER PLANTING, AMMONIUM SULFATE (21-0-0) SHALL BE UNIFORMLY BROADCAST OVER THE SOIL SURFACE AT THE RATE OF 5 LBS. PER 1,000 SQ. FT. WHEN THE LANDSCAPE IS DRY AND WATERED-IN PROMPTLY WITH A THOROUGH IRRIGATION. REPEAT AGAIN IN 45 TO 60 DAYS. THE ABOVE AMENDMENT RECOMMENDATIONS ARE NOT BASED ON A HORTICULTURAL SOILS ANALYSIS. IF AN ANALYSIS OF THE FINAL LANDSCAPE SOILS IS PERFORMED PRIOR TO THE LANDSCAPE INSTALLATION, REVIEW ANY AMENDMENT RECOMMENDATIONS THAT DIFFER FROM THE ABOVE WITH THE LANDSCAPE ARCHITECT FOR POSSIBLE MODIFICATIONS TO THIS REGIME. 15.UNLESS CONTRADICTED BY A SOILS TEST,FOR SOILS LESS THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL, INCORPORATE COMPOST AT A RATE OF AT LEAST FOUR (4) CUBIC YARDS PER 1,000 SQ. FT. TO A DEPTH OF 6 INCHES INTO LANDSCAPE AREA. 16.A MINIMUM 3-INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED, OR MARKED AS GRAVEL AREA ON THE PLAN. 17.MOWED LAWN AREAS SHALL BE 'BONSAI' DOUBLE DWARF TALL FESCUE MIX SOD (OR APPROVED EQUAL) WHERE NOTED. INSTALL AS PER GROWER'S PUBLISHED INSTRUCTIONS. SOD SHALL BE HEALTHY AND VIGOROUS, FREE OF INSECTS, DISEASE, SEEDS AND THATCH, AND CUT WITHIN 24 HOURS OF DELIVERY. JOINTS SHALL BE BUTT TIGHT AND STAGGERED WITH NO SPACES GREATER THAN 1 I 4 INCH IN WIDTH. INSTALL PARALLEL TO GRADE CONTOURS. 18.WATER THE SOD THOROUGHLY AND ROLL TO A SMOOTH, EVEN, WELL-DRAINED SURFACE. KEEP ALL SOD AREAS MOIST FOR A MINIMUM OF 10 DAYS AFTER INSTALLATION. REPAIR ALL LOW SPOTS, AND RE-SOD AREAS THAT DID NOT TAKE. 19.ALL SHRUB AND GROUND COVER AREAS SHALL BE COVERED WITH A 2 INCH LAYER OF SINGLE COURSE GRIND SHREDDED REDWOOD BARK (GORILLA HAIR). SUBMIT A SAMPLE FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO SPREADING ON SITE. 20.PLANT ALL GROUND COVERS WITHIN 1 FOOT OF SHRUBS AND 18 INCHES OF ALL TREES. UNLESS NOTED OTHERWISE, GROUND COVER IS TO BE PLANTED IN ALL SHRUB PLANTING AREAS EVEN IF THERE IS NO GROUND COVER CALL-OUT SYMBOL. 21.AFTER PLANTING OPERATIONS HAVE BEEN COMPLETED, THE CONTRACTOR SHALL REMOVE ALL TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, AND OTHER DEBRIS FROM THE WORK SITE. ALL SCARS, RUTS, AND OTHER MARKS IN THE AREA CAUSED BY THE PLANTING OPERATIONS SHALL BE REPAIRED AND THE ENTIRE SITE LEFT IN A NEAT AND ORDERLY CONDITION. 22.THERE SHALL BE INSPECTIONS DURING THE PROGRESS OF THE WORK AS REQUIRED, AN INSPECTION TO BEGIN THE MAINTENANCE PERIOD, AND A FINAL INSPECTION. UPON COMPLETION OF THE LANDSCAPE INSTALLATION, AND UPON APPROVAL OF THE LANDSCAPE ARCHITECT OR OWNER, THE CONTRACTOR SHALL REQUEST A FINAL REVIEW AND ACCEPTANCE OF THE WORK BY THE LANDSCAPE ARCHITECT OR OWNER. THERE ARE ALSO SPECIAL INSPECTION REQUIREMENTS REQUIRED BY THE CITY. SEE SEPARATE NOTES. IRRIGATION NOTES 1.THE WORK AS INDICATED ON THIS PLAN INCLUDES ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND SERVICES REQUIRED TO COMPLETE THE LANDSCAPE IRRIGATION AS SHOWN. THE IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED LANDSCAPE CONTRACTOR WHO SHALL OBTAIN ALL NECESSARY PERMITS AND PAY ALL REQUIRED FEES. 2.THIS SYSTEM IS PARTIALLY DIAGRAMMATIC AND DOES NOT NECESSARILY INDICATE ALL OFFSETS OR FITTINGS REQUIRED FOR A COMPLETE SYSTEM. 3.ADJUST ALL HEADS TO PROVIDE PROPER COVERAGE AND TO ELIMINATE EXCESSIVE OVERSPRAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE AND UNIFORM COVERAGE. 4.THIS SYSTEM IS DESIGNED TO OPERATE ON AN EXISTING STATIC WATER PRESSURE OF AT LEAST 30 P.S.I., AND AN AVAILABLE WATER SUPPLY OF 8 G.P.M.; VERIFY PRIOR TO CONSTRUCTION AND NOTIFY THE LANDSCAPE ARCHITECT IF LESS. 5.ALL IRRIGATION EQUIPMENT SHALL BE ADJUSTED TO AVOID CONFLICT WITH UTILITY BOXES, ELECTROLIERS, FIRE HYDRANTS, ETC. SEE SEPARATE DRAWINGS FOR FURTHER INFORMATION. 6.EXERCISE EXTREME CARE WHEN TRENCHING NEAR EXISTING TREES TO PREVENT ROOT DAMAGE. HAND TRENCH IF NECESSARY. 7.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL INSPECT THE SITE. REPORT ANY DISCREPANCIES BETWEEN THIS SCALED DRAWING AND THE ACTUAL SITE CONDITIONS TO THE LANDSCAPE ARCHITECT FOR A DESIGN DECISION. 8.ALL WORK IS TO CONFORM TO STATE AND LOCAL CODES. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES CAUSED BY OR DURING THE PERFORMANCE OF HIS WORK. REPAIRS SHALL BE MADE AT NO COST TO THE OWNER. 10.ALL PIPE SHALL HAVE A ROCK FREE UNIFORM BED THE ENTIRE LENGTH OF EACH LINE; OTHERWISE BED IN SAND OR OTHER FINE ROCK FREE MATERIAL. SNAKE ALL PIPE IN TRENCHES AT THE TIME OF INSTALLATION. LINES UNDER PAVING SHALL BE INSTALLED AT A 24 INCH MINIMUM DEPTH WITH A 95% MINIMUM COMPACTION SAND BACKFILL. 11.SOLVENT WELD ALL PLASTIC PIPE AS PER MANUFACTURER'S PUBLISHED INSTRUCTIONS. USE PRIMER DURING IRRIGATION SUPPLY LINE INSTALLATION. USE DOUBLE LAPPED TEFLON TAPE ON ALL THREADED CONNECTIONS. 12.ALL VALVES AND AS MUCH PIPING AS POSSIBLE SHALL BE INSTALLED IN PLANTING AREAS. COMMON TRENCH WHERE POSSIBLE WITH A MINIMUM HORIZONTAL DISTANCE OF 4 INCHES BETWEEN LINES AND WITH NO LINE ABOVE ANOTHER. FLUSH ALL LINES PRIOR TO INSTALLING HEADS. 13.PRESSURE CHECK THE MAIN PRESSURE SUPPLY LINE WITH VALVES INSTALLED PRIOR TO BACKFILLING AND REPAIR AS REQUIRED. 14.THE CONTRACTOR SHALL CONDUCT AN IRRIGATION SYSTEM COVERAGE TEST PRIOR TO PLANTING. THERE WILL BE A FINAL IRRIGATION INSPECTION CONDUCTED BY THE LANDSCAPE ARCHITECT PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. 15.IF ANY IRRIGATION HEADS SUFFER FROM LOW HEAD DRAINAGE, INSTALL PVC IN-LINE CHECK VALVES EQUAL TO "KING BROS." BELOW EACH HEAD AS NECESSARY TO ELIMINATE DRAINAGE; OR INSTALL SPRINKLER HEAD BODIES WITH BUILT-IN CHECK VALVES. 16.CONTROL WIRES SHALL BE UL APPROVED DIRECT BURIAL WIRE OF #14 SIZE MINIMUM. LEAVE 24 INCH EXCESS COILS AT ALL VALVES, TURNS, AND AT 200 FOOT INTERVALS. GATHER WIRES INTO BUNDLES AND TAPE AT 20 FOOT INTERVALS. LAY WIRE NEXT TO THE PIPING WHEN POSSIBLE. 17.INSTALL THE CONTROLLER AS LOCATED ON THE DRAWING. THE OWNER SHALL PROVIDE 110 VOLTAGE SERVICE TO THE CONTROLLER. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL HOOK-UP TO THE CONTROLLER. 18.ATTACH A TYPEWRITTEN LEGEND INSIDE THE CONTROLLER DOOR STATING THE AREAS COVERED BY EACH REMOTE CONTROL VALVE. 19.WHEN THE CONSTRUCTION WORK HAS BEEN COMPLETED, THE ENTIRE WORK SITE SHALL BE CLEANED OF ALL DEBRIS AND RUBBISH RESULTING FROM THE OPERATIONS, AND LEFT IN A NEAT AND ORDERLY CONDITION. 20.THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A CLEAN SET OF MARKED PRINTS AS "AS-BUILT" DRAWINGS. ALSO SUPPLY THE OWNER WITH A MANUAL SHOWING ALL MANUFACTURER'S NAMES, CATALOG NUMBERS, CATALOG CUTS, AND TECHNICAL DATA FOR ALL EQUIPMENT. 21.AFTER THE SYSTEM HAS BEEN COMPLETED, INSPECTED AND APPROVED, INSTRUCT THE OWNER'S MAINTENANCE PERSONNEL IN THE OPERATION AND MAINTENANCE OF THE IRRIGATION SYSTEM. 22.THE CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM FOR ONE YEAR FROM DEFECTIVE MATERIALS AND WORKMANSHIP. REPAIR THE SYSTEM AND ANY DAMAGE TO THE SITE AT NO COST TO THE OWNER. 23.A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES 24.A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDSCAPE PLANS, IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT 25.AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. 26.AUTOMATIC WEATHER-BASED OR SOIL-MOISTURE BASED IRRIGATION CONTROLLERS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM. 27.PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER’S RECOMMENDED PRESSURE RANGE. 28.MANUAL-SHUT-OFF VALVES SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE POINT OF CONNECTION OF THE WATER SUPPLY. 29.AREAS LESS THAN 10-FEET IN WIDTH IN ANY DIRECTION SHALL BE IRRIGATED WITH SUBSURFACE IRRIGATION OR OTHER MEANS THAT PRODUCES NO RUNOFF OR OVERSPRAY. 30.AT THE TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WITH A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE. NOTES & L-4 DETAILS YKYK 1 /20/25 1 /31/ 26 ZH O U R E S I D E N C E 18 8 8 0 A r a t a W a y Cu p e r t i n o , C A 9 5 0 1 4 RM-2025-003 5/9/2025 Jasmine Heredia DETAILS NOTES: 1. INSTALLATION OF REDUCED PRESSURE BACKFLOW PREVENTER SHALL CONFORM TO STANDARDFS OF CITY AND WATER DISTRICTS. 2. CONTRACTOR SHALL TEST BACKFLOW DEVICE IN PRESENCE OF PROJECT MANAGER PRIOR TO ACCEPTANCE. POINT OF CONNECTION FROM WATER METER SIZE PER PLAN, BACKFLOW PREVENTER METAL PIPE, THREADED CONNECTION BRASS 90° ELL, TYP. NOT TO SCALE6 VERIFY IN THE FIELD PVC MALE ADAPTER ALLOW 6" MINIMUM INTERIOR BACKFLOW PREVENTER ENCLOSURE THREADED BRASS OR COPPER 4" THICK CONCRETE PAD EXTEND 4" BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE, EXCEPT HINGED SIDE ALLOW 6". PAD SHALL HAVE BROOM FINISH FITTINGS AND RISERS CLEARANCE AT TOP, ENDS AND SIDES flush 6" clr PVC MAIN LINE TO RCV'S SEE IRRIGATION LEGEND FOR DEPTH GATE VALVE, TYP. 36"X24"X9" DEEP UNION 1-1/2" DRAIN ROCK PAD FINISH GRADE REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY flush varies varies UF DIRECT BURIAL WIRES (TO REMOTE CONTROL VALVES) CONTROLLER DETAIL NOT TO SCALE 16" OPENINGS TO PREVENT WATER PENETRATION, TYP. ALL ELECTRICAL TO BE INSTALLED AS PER NATIONAL ELECTRICAL APPLY SEALANT TO CONDUIT FINISH GRADE CONCRETE BASE NOTE: CODE (NEC) 42" ANCHOR BOLTS (4) PEDESTAL 3" SWEEP ELL CONTROL WIRE COMMON WIRE CONTROLLER 7 NOTES: 1. SPRINKLERS WITH BUILT-IN CHECK VALVES OPERABLE ONLY WHEN INSTALLED BY BOTTOM INLET. 2. CAPS SHALL BE VANDAL-PROOF. 3. INSTALL SPRINKLERS PER MANUFACTURER'S INSTRUCTIONS. SHRUB POP-UP SPRAY HEAD NOT TO SCALE 4 FIN.1/2" GRD. 1/2" PVC SCH. 40 ELL, THREADED 1/2" FLEX PIPE, THREADED PVC OR POLYETHYLENE, 6" MIN. PVC LATERAL LINE AND TEE (SxSxT) PVC MALE ADAPTER, THREADED POP-UP SPRAY SPRINKLER 1/2" PVC SCH. 80 RISER, THREADED OR HEADER ADJACENT PAVING . TREE and SHRUB PLANTING NOT TO SCALE 1 PLANT HOLE DIAMETERS 15 GAL: 3'-6" 24" BOX: 4'-6" 36" BOX: 6'-0" 1 GAL: 1'-6" 5 GAL: 2'-0" 3"-4" MIN. . +6"(1&5 GAL) +9"(15 GAL, 24"&36") ROOT BALL DEPTH OF CLEAR FROM TRUNK FERTILIZER TABLETS PLANTING HOLE, NATIVE BACKFILL SCARIFY WALLS. (SEE SPECS) SHRUBS ONLY (SEE SPECS) SET ROOTBALL FIRMLY ON UNDISTURBED OR RECOMPACTED NATIVE SOIL OF TREE WATER BASIN, 3'-4' EARTH BERM FOR FINISH GRADE DIAMETER PLANT SHRUBS 1" HIGHER THAN SURROUNDING SOIL AND TREE 2" HIGHER BARK MULCH-2" DEPTH AMENDED SOIL BACKFILL IN TOP 2 3 DEPTH TREE PLANTING, SEE DETAIL WOOD STAKE(S) 3 PER TREE, FOR FENCING AROUND TREE. SEE PLAN. SECTION WIRE MESH AROUND TREE, OVERLAP 12" MIN. 6" CLR 5' 6" NOT TO SCALE TREE PROTECTION2 12" MIN LOWER THAN THE LOWEST BRANCH 6" CLR 1'-6" CLR 3/4" PVC SCH. 80 RISER, THREADED 3/4" PVC SCH. 40 ELL, THREADED NOTES: 1. SPRINKLERS WITH BUILT-IN CHECK VALVES OPERABLE ONLY WHEN INSTALLED BY BOTTOM INLET. 2. CAPS SHALL BE VANDAL-PROOF. 3. INSTALL SPRINKLERS PER MANUFACTURER'S INSTRUCTIONS. ADJACENT PAVING OR HEADER POP-UP SPRAY SPRINKLER PVC MALE ADAPTER, THREADED PVC LATERAL LINE AND TEE (SxSxT) PVC OR POLYETHYLENE, 6" MIN. 3/4" FLEX PIPE, THREADED LAWN POP-UP SPRAY HEAD NOT TO SCALE 3 GRD. FIN.1/2" SCH. 40 PVC TEE AT MAINLINE SCH. 40 PVC 45° ELBOW 1/2" LOW VOLT. RACEWAY SCH 40, GRAY REMOTE CONTROL VALVE COMMON BRICK - ONE 1. VALVE BOX SHALL HOLD MULTIPLE VALVES 2. DISTANCE FROM EDGE OF CONCRETE TO EDGE AT EACH CORNER NOT TO SCALE OF BOX TO BE 2' 5 NOTES: LOW VOLTAGE IRRIGATION WIRING WIRE CONNECTOR NEATLY COIL EXCESS WIRING 6" PEA GRAVEL SCH. 80 NIPPLE THREAD COUPLING LATERAL LINE12" MIN. SCH. 80 SLIP X FINISH GRADE UNION 6" 3/4" MIN.W/SCH. 80 NIPPLES REMOTE CONTROL VALVE SCH. 40 OR CLASS 315(REFER TO IRRIG. LEGEND FOR MAINLINE SPEC.) 18" MIN. SCH. 40 PVC 45° ELBOW UNION 2" clr. 3" MIN. VALVE BOX W/ LOCKING LIDSEE SPECIFICATIONS GLUED IN YK L-51 /20/25 1 /31/ 26 ZH O U R E S I D E N C E 18 8 8 0 A r a t a W a y Cu p e r t i n o , C A 9 5 0 1 4 NOT TO SCALE BUBBLER4 RM-2025-003 5/9/2025 Jasmine Heredia NOTES & L-6 DETAILS YKYK 3 /26/25 1 /31/ 26 ZH O U R E S I D E N C E 18 8 8 0 A r a t a W a y Cu p e r t i n o , C A 9 5 0 1 4 1 1 1 RM-2025-003 5/9/2025 Jasmine Heredia