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TM-2021-006, R-2021-040 -045, RM-2022-015, -016, -022 -025 Plans mmurri4U pA n�t`d46&ent PIanpir g Divisigg E(;Vn�ino CUPERTINO O APPROVED PLAN 3 Case# TM- -0067 A-1.00 LOT 3 - SITE PLAN R-2024 0l' 55� MAP A-1.1 C LOT 3 - PRIVACY PLAN .......... M F Approval MAP & DEMO PLAN AC-1c AREA CALCULATION ;t,0j,5,ITE0MPGRAPHIC ELIMINARY GRADING & DRAINAGE PLAN OLJ A-2.1 C FIRST FLOOR PLAN F 1LY HOUSES DESIGN STUDIO A rova Date C-10/18/22 PRELIMINARY STORMWATER MANAGEMENT PLAN NEW Mpp A-2.2C SECOND FLOOR PLAN C-5 Signatur Brl_anne HarkgR IMINARY UTILITY PLAN usr A-3.1 C ELEVATIONS Case Manager N 4180 WATKINS WAY A-3.2C ELEVATIONS SAN)OSE, CA 95135 AS-102 TRASH REMOVAL AND STAGING PLAN A-3.3C RENDERING ELEVATION 408.375.0041 A-4.00 ROOF PLAN LANDSCAPE [) 15 1 RICT ALL LOTS - L1 PLANTING PLAN PLAN 4 REVISIONS ALL LOTS - EXISTING TREE PLAN A-1.OD LOT 4 - SITE PLAN ALL LOTS - 1-3 PRIVACY SCREENING PLAN A-1.1D LOT 4 - PRIVACY PLAN ALL LOTS - L4 FRONT YARD SETBACK AC-1d AREA CALCULATION IMPERVIOUS PAVING AREA A-2.1 D FIRST FLOOR PLAN MCCLFLLAN LOT 1 - L1 PLANTING PLAN A-2.2D SECOND FLOOR PLAN LOT 1 - L2 EXISTING TREES A-3.1D ELEVATIONS A-3.2D ELEVATIONS These drawings are instruments of service&are the property of 08 Design Studio. LOT 1 - L3 PRIVACY SCREENING PLAN All designs and other information on these drawings are for use on the specified A-3.3D RENDERING ELEVATION project and shall not be used without the expressed written consent of 08 Design Studio. Written dimensions on these drawings shall have precedence over scaled LOT 2 - L1 PLANTING PLAN A-4.OD ROOF PLAN dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown LOT 2 - L2 EXISTING TREES by these drawings. LOT 2 - L3 PRIVACY SCREENING PLAN PLAN 5 LOT 3 - L1 PLANTING PLAN A-1.OE LOT 5 - SITE PLAN DESIGN BY: CHAR NGUYEN 20860 McCLELLAN ROAD LOT 3 - L2 EXISTING TREES A-1.1E LOT 5 - PRIVACY PLAN LOT 3 - L3 PRIVACY SCREENING PLAN AC-le AREA CALCULATION LOT 4 - L1 PLANTING PLAN A-2.1E FIRST FLOOR PLAN CUPERTINO CALIFORNIA A-2.2E SECOND FLOOR PLAN / LOT 4 - L2 EXISTING TREES A-3.1E ELEVATIONS PROJECT LOT 4 - L3 PRIVACY SCREENING PLAN A-3.2E ELEVATIONS LOT 5 - L1 PLANTING PLAN A-3.3E RENDERING ELEVATION LOT 5 - L2 EXISTING TREES A-4.OE ROOF PLAN LOT 5 - L3 PRIVACY SCREENING PLAN PLAN 6 PARKING COVERED ON SITE OFF SITE B U I L D I N G ANALYSIS REQUIREMENTGARAGE PARKING (STREET PARKING) SCOPE OF WORK NEW SINGLE FAMILY HOUSES LOT 6 - L1 PLANTING PLAN A-1.OF LOT 6 - SITE PLAN REQUIRE/PROVIDE REQUIRE/PROVIDE REQUIRE/PROVIDE LOT 6 - L2 EXISTING TREES A-1.1F LOT 6 - PRIVACY PLAN LOT 6 - L3 PRIVACY SCREENING PLAN AC-1 f AREA CALCULATION ASSESSOR'S PARCEL NUMBER 359-20-030 LOT 1 2/2 3/3 1/1 SUBDIVISION 6 LOTS A-2.1 F FIRST FLOOR PLAN TYPE OF CONSTRUCTION: Y B LOT 2 2/2 3/3 1/1 EXISTING ZONE R1-10,000 ARCHITECTURAL A-2.21F SECOND FLOOR PLAN ORIGINAL ZONE: R1-10,000 PROPOSED REZONE FROM R1-10,000 TO R1-7,500 DISTRICT A-1.0 PROPOSED SITE PLAN A-3.1F ELEVATIONS PROPOSED REZONE: R1-7500 LOT 3 2/2 3/3 1/1 PROPOSED 6 NEW SINGLE FAMILY HOUSES A-1.1 PRIVACY PLAN A-3.21F ELEVATIONS LOT AREA: 54,244 SF. LOT 4 2/2 3/3 1/1 PROPOSED 6 ADU UNIT, EACH WITH KITCHENETTE McCLELLAN A-1.2 LIGHTING PLAN A-3.31F RENDERING ELEVATION HISTORICAL: NO A-4.OF ROOF PLAN OCCUPANCY GROUP R3/J LOT 5 2/2 3/3 1/1 PLAN 1 PARKING PROVIDED 6 PARKING SPACES PER UNIT A-1.OA LOT 1 - SITE PLAN 2 COVERED PARKING SPACES (GARAGE) LOT 6 2/2 3/3 1/1 A-1.1A LOT 1 - PRIVACY PLAN 3 UNCOVERED PARKING SPACES (OFF STREET) 20860 McCLELLAN RD. AC-1 a ON STREET AREA CALCULATION 1 ON STREET PARKING SPACE TOTAL 12 18 6 36 ( ) CVPERTINO, CALIFORNIA A-2.1 A FIRST FLOOR PLAN (TOTAL 36 PARKING SPACES) A-2.2A SECOND FLOOR PLAN A-3.1A ELEVATIONS LOT SIZE PLAN MAIN HOUSE FIRST SECOND GARAGE TOTAL AREA ADU COVERED PATIO PERCENTAGE PERCENTAGE FAR FAR LOT COVERAGE LOT COVERAGE SHEETCONTENTS A-3.2A ELEVATIONS LLLIVING AREA FLOOR FLOOR INCL. GARAGE AREA 2FL/1FL 2FL/(1FL+ADU) (WITH ADU) (WITH ADU) A-3.3A RENDERING ELEVATION LOT 1 8,581 SF PLAN 1 3,304 SF 1,977 SF 1,327 SF 415 SF 3,719 SF 563 SF 385 SF 55% 44.9% 43.3% 49.9% 32% 38.5% A-4.OA ROOF PLAN LOT 2 7,535 SF PLAN 2 2,970 SF 1,695 SF 1,275 SF 415 SF 3,385 SF 600 SF 300 SF 60% 48.9% 44.9% 52.9% 32% 40% PLAN 2 LOT 3 7,532 SF PLAN 3 2,970 SF 1,695 SF 1,275 SF 415 SF 3,385 SF 600 SF 300 SF 60% 48.9% 44.9% 52.9% 32% 40% A-1.013 LOT 2 - SITE PLAN A-1.113 LOT 2 - PRIVACY PLAN LOT 4 7,526 SF PLAN 4 2,970 SF 1,695 SF 1,275 SF 415 SF 3,385 SF 600 SF 300 SF 60% 48.9% 44.97% 52.9% 32% 40% AC-lb AREA CALCULATION A-2.1B FIRST FLOOR PLAN LOT 5 8,469 SF PLAN 5 3,330 SF 1,878 SF 1,452 SF 415 SF 3,745 SF 557 SF 250 SF 63% 51% 44.2% 50.8% 27% 33.6% A-2.2B SECOND FLOOR PLAN LOT 6 9,615 SF PLAN 6 3,610 SF 2,194 SF 1,416 SF 415 SF 4,025 SF 560 SF 350 SF 54% 44.7% 41.8% 47.7% 27.1% 32.9% A-3.1 B ELEVATIONS A-3.2B ELEVATIONS A-3.3B RENDERING ELEVATION TITLE SHEET A-4.06 ROOF PLAN DEFERRED SUBMITTAL CONTACT I N FORMATION BUILDING CODES VICINITY MAP 1. CONTRACTOR TO INSTALL A NFPA 13-D FIRE SPRINKLER THIS PROJECT SHALL COMPLY WITH SYSTEM UNDER SEPARATE PERMIT OWNER: ALOK DAMIREDDY 925-698-1727 2019 CALIFORNIA BUILDING CODE (CBC) 2. CONTRACTOR TO SUBMIT SHOP DRAWINGS AND A PERMIT 2019 CALIFORNIA MECHANICAL CODE (CMC) } APPLICATION TO THE LOS GATOS FIRE DEPARTMENT FOR ARCHITECTURAL CHAD NGUYEN 2019 CALIFORNIA PLUMBING CODE (CPC) z APPROVAL PRIOR CONSTRUCTION. 4180 WATKINS WAY 2019 CALIFORNIA ELECTRICAL CODE (CEC) MCCLELLAN ROAD m SAN JOSE, CA 2019 CALIFORNIA RESIDENTIAL CODE (CRC) (408)-375-0041 CALIFORNIA ENERGY CODE CALIFORNIA GREEN BUILDING CODE LOCAL CITY ORDINANCE o p o a Q Z DATE 02-18-22 W Z J w V w SCALE AS SHOWN SITE U -'dgMhj'- U NORTH JOB 2021 ENERGY CONSULTANT LANDSCAPE ARCHITECTURE CONSUL. CIVIL ENGINEERS ENGINEERS CONSULTING STRUCTURAL SHEET GREGORY LEWIS LANDSCAPE ARCHITECT MH ENGINEERING 736 PARK WAY 16075 VINEYARD BLVD emu► SANTA CRUZ, CA MORGAN HILL, CA A 831-425-4747 Community Development Department Planning Division - Cupertino CUPERTINO APPROVED Case# TM-2021-0061 R-202* 0 11tm5, R -� W0115 -016ApprovalO2c�l ' DESIGN STUDIO Approval Date 10/18/22 Signatur Brianne Harkousha Case Manager 4180 W TI<INS WAY SAN)OSE, CA 95135 408.375.0041 REVISIONS o - - - - FIRST FLOOR SETBACK L I I L I These drawings are instruments of service&are the property of 08 Design Studio. Z D All designs and other information on these drawings are for use on the specified 20'-0" (� - project and shall not be used without the expressed written consent of 08 Design Studio. Written dimensions on these drawings shall have precedence over scaled o dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown by these drawings. 20'-0" LAB DESIGN BY: CHAD NGUYEN BEDRM 4 29 I � w C 0 I D O —I ) V I � Z I I— 3ir I 0 0WDE BATH 4 I .Q o Q ° PANrkY I PROJECT DI Im 7 o —I I � lo ! II II z Imo. I D n 7u N El OFFICE — i � 5'-10" C� O NEW SINGLE FAMILY HOUSES 22'-0" FAMILY ROOM O FOYER LIVING ROOM M D 77 II 8 — 6 I o DISTRICT I I I 0 I McCLELLAN L - _ - - - - - - - - - - - - FIRST FLOOR SETBACK _ 20'-0" N 20860 McCLELLAN RD. 0 CVPERTINO, CALIFORNIA 000 0 Op00000 000 o-�o� .. o0 00 SHEET CONTENTS McCLELLAN RD . H JL W N SITE PLAN KEYNOTES O PROPERTY LINE O2 BUILDING SETBACK LINE LOT I O CONCRETE STEPS O4 OUTDOOR PATIO - PAVERS O PAVER DRIVEWAY O TRELLIS DATE 02-18-22 Oj PLANTER AREA Og STEPPING STONE Og LOW WALLS SCALE AS SHOWN JOB 2021 SHEET SITE PLAN SCALE: 1/15"=1'-0" • Community Development Department Planning Division - Cupertino CUPERTIN0 APPROVED Case# TM-2021-0061 R-202* 0 tm5, R -� W015 -016Approva O2tc�l ' Approva Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 W TI<INS WAY SAN)OSE, CA 95135 408.375.0041 i REVISIONS I I I /u I I � Z n � these drawings are instruments of service&are the property of 08 Design Studio. i — — — — — — — — — — — All designs and other information on these drawings are for use of the specified W — — — FIRST FLOOR SETBACK project and shall not si used without the expressed written consent of r Design — — — — — — — — — — — — — — — — — — — — — — — Studio. Written dimensions on these drawings shall have precedence over scaled 20'-0" dimensions. Contractors shall verify and be precedence over scaled dimensions. -- -- - 0 0» Contractors shall verify and be responsible for all dimensions and conditions shown ^ - by these drawings. ° 0 7u DESIGN BY: CHAD NGUYEN -n rn I T' p UNCOVERED Pgmg f Z FAMILY ROOM v ^ I LIVING ROOM /� � to OI I H FOYER M N z I � I lu OFFICE -I- -- D 5'-10! ! E " PROJECT E LV I � Z I I IT PANTRY 73 OWPEP BATH 4 C g Q NEW SINGLE FAMILY HOUSES Q 20'-0" Z W o Y z ° 8'-6" O I O GAP-AGE BEPRM 4 3 o R C I cfl � LAV rn I DISTRICT I i > o I o- -- McCLELLAN n EnFIRST FLOOR SETBACK I N CID 20860 McCLELLAN RD. I C U P E RTI N O, CALIFORNIA I I SHEET CONTENTS I I HJLM N SITE PLAN KEYNOTES O PROPERTY LINE O2 BUILDING SETBACK LINE LOT 2 O CONCRETE STEPS O4 OUTDOOR PATIO - PAVERS O PAVER DRIVEWAY O TRELLIS DATE 02-18-22 Oj PLANTER AREA Og STEPPING STONE Og LOW WALLS SCALE AS SHOWN JOB 2021 SHEET .—+ SITE PLAN SCALE: 1/8"=1'-0" 100B Community Development Department Planning Division - Cupertino CUPERTINO APPROVED Case# TM-2021-0061 R-202* 0 1tilm5, R -� W0115 -016ApprovalO2c�l ' DESIGN STUDIO Approval Date 10/18/22 Signatur Brianne Harkousha Case Manager 4180 W TI<INS WAY SAN)OSE, CA 95135 408.375.0041 REVISIONS ;, " FIRST F LOO R S ETBAC I< These drawings are instruments of service&are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified F — — — — — — — — project and shall not be used without the expressed written consent of 08 Design 20'-0" Studio. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. 0 —0" Contractors shall verify and be responsible for all dimensions and conditions shown Q by these drawings. `p a I "�� DESIGN BY: CHAD NGUYEN I � I J 7 � 3�iiiiiilvi 1/7'-'� �_ \ VNCOVEREJ�II� " r Z FAMILY ROOM O ' 0 Oi LIVING ROOM C( rn N Z • 2 2 _ 0 FOYER M -m-{ OFFICE - ---- - - „� _ 5'-10" PROJECT L IIE i, IW;- PANTRY Q OWDER BATH 4 20'-0" w NEW SINGLE FAMILY HOUSES Z 8'-6" ❑� Q z I �, Y � z I p GARAGE BEDRM 4 Q00 � I LAv ! I. DISTRICT C 01-_ McCLELLAN rn I , FIRST FLOOR SETBACK— — — — — — — — — — — — — ILL " N D I 7u 20860 McCLELLAN RD. 7, .. - .. .. - �� --- --- --- .. .. _ C U P E RTI N O, CALIFORNIA z n W SHEET CONTENTS HJLtJ N SITE PLAN KEYNOTES O PROPERTY LINE O2 BUILDING SETBACK LINE LOT 3 O CONCRETE STEPS O4 OUTDOOR PATIO - PAVERS O PAVER DRIVEWAY O TRELLIS DATE 02-18-22 Oj PLANTER AREA Og STEPPING STONE Og LOW WALLS SCALE AS SHOWN JOB 2021 SHEET SITE PLAN SCALE: 1/15"=1'-0" • Community Development Department Planning Division - Cupertino CUPERTINO APPROVED Case# TM-2021-0061 R-202* 0 1tilm5, 0 W0115 -016Approval02c�l ' Approval Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 W TI<INS WAY SAN)OSE, CA 95135 408-375.0041 REVISIONS I I I I 20,\ These drawings are instruments of service&are the property of 08 Design Studio. 0 designs a he B —.. ..—.. —.. — ———.. —— All n ha t not befu edtwi without thesexpr sin drawings n consent of 0 o ispecified projectands II wit t expressed to on Design Studio. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown p C° by these drawings. I — — — — — — — — — FIRST FLOOR SETBACK DESIGN BY: CHAD NGUYEN rEilI � 20 -0 W 0 0 i o �� Z A 122 rn CV O GARAGE BEDRM 400 PROJECT 1 1 / N 0 Z J ° _ �_ z Q 22'-0" Y z zcc I --� ow>EI �arl�a NEW SINGLE FAMILY HOUSES ILI T F PANTRY o II o II � F 1 I 1z I yTe � I OFFICE o I I �—I 5'_gO z - 1 � FOYER D I STR I CT N ' m Q I LIVING ROOM FAMILY ROOM O ii I I z I I �VNCOVERE�P`��O McCLELLAN M 7u n > l 77 0 C20'-0 n " p rn o a" -- -- -- 20860 McCLELLAN RD. j J CUPERTINO, CALIFORNIA D FIRST FLOOR SETBACK /u co n SHEET CONTENTS n jl ! HJLtJ N SITE PLAN KEYNOTES O PROPERTY LINE O2 BUILDING SETBACK LINE LOT 4 O CONCRETE STEPS O4 OUTDOOR PATIO - PAVERS O PAVER DRIVEWAY O TRELLIS DATE 02-18-22 Oj PLANTER AREA Og STEPPING STONE Og LOW WALLS SCALE AS SHOWN JOB 2021 SHEET SITE PLAN SCALE: 1/15"=1'-0" 1 * 01) Community Development Department Planning Division - Cupertino CUPERTINO APPROVED Case# TM-2021-0061 R-202* 0 1tilm5, R -� W0115 -016Approvalf3a1?y2tc�l ' DESIGN STUDIO Approval Date 10/18/22 Signatur Brianne Harkousha Case Manager 4180 W TI<INS WAY SAN)OSE, CA 95135 408-375.0041 REVISIONS I These drawings are instruments of service&are the property of 08 Design Studio. FIRST FLOOR SETBACK All designs and other information on these drawings are for use on the specified F project and shall not be used without the expressed written consent of 08 Design Studio. Written dimensions on these drawings shall have precedence over scaled — dimensions. Contractors shall verify and be precedence over scaled dimensions. 7u Contractors shall verify and be responsible for all dimensions and conditions shown / 20'-0" by these drawings. j j DESIGN BY: CHAD NGUYEN O � I I7V � I I > C) n n Ll r `r ° PROJECT m \ <5 +�� \ O UNCOVERED PAT70 woo]A WVA I'-LA°` NEW SINGLE FAMILY HOUSES 36"CABINET 36'CABINET 6'-5" Ca . w n 22'-0" \ m o0 �o r L- E z DISTRICT ID�of I I ° n McCLELLAN T I f— ff O�II b it I r r r C �jy I 20 0 ~-I II 00-II I ol NIHDIIA ld Ol Q 411 j"�"") D� �� I 20860 McCLELLAN RD. / — o I I I CUPERTINO, CALIFORNIA I I ' I I I I FIE] FIE] I I SHEET CONTENTS Z - - - - - - - - - - - - - - - - - - FIRST FLOOR SETBACI< 1 0o Q 20 0„ i� o C ' M H=Lbl O N SITE PLAN KEYNOTES O PROPERTY LINE O2 BUILDING SETBACK LINE LOT 5 O CONCRETE STEPS O4 OUTDOOR PATIO - PAVERS O PAVER DRIVEWAY O TRELLIS DATE 02-18-22 Oj PLANTER AREA Og STEPPING STONE Og LOW WALLS SCALE AS SHOWN JOB 2021 SHEET SITE PLAN SCALE: 1/15"=1'-0" • Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case# TM-2021-006, R-202*110140tebeO455 0 W0115 -016Approva O2ltcil ' Approval Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager EXISTING FENCE TO REMAIN, REPAIR OR PORTION REPLACEMENT IF NECESSARY 4180 WATKINS WAY SAN)OSE, CA 95135 408.375.0041 I FIRST FLOOR SETBACK 0' I REVISIONS I - - - - - - - - 7 L- r7o 1:1 21'-6 1/32" BATH 5 ° 0 0 24'-1 5/16„ z ®m m I A IKITCHEN I- (O —in IL BEDRM 4 g These drawings are instruments of service&are the property of 08 Design Studio. D J.MASTER All designs and other information on these drawings are for use on the specified z � CM � project and shall not be used without the expressed written consent of 08 Design n > — 7u APU Studio. Written dimensions on these drawings shall have precedence over scaled 7u > M p dimensions. Contractors shall verify and be precedence over scaled dimensions.z m D —I Av z Contractors shall verify and be responsible for all dimensions and conditions shown BATH 4 by these drawings. z '_I O O z 7 PANTRY v O � D 7u z EA 0 DESIGN BY: CHAD NGUYEN D n 771I O r) a r nd a > l � O OM r- O M 77 O 7u ! ! D � In PROJECT 77 I p FAMILY ROOM GAR/GE FOYER 0 N LIVING ROOM 20'-0" l 20'-0" l I 10'-0" 55-2 1/8" NEW SINGLE FAMILY HOUSES I RST FLOOR SETBACK I I DISTRICT McCLELLAN N � \ N j v 20860 McCLELLAN RD. j CUPERTINO, CALIFORNIA \ j o SHEET CONTENTS H=L U N SITE PLAN CHERRYLAND DRIVE KEYNOTES O PROPERTY LINE O2 BUILDING SETBACK LINE LOT 6 O CONCRETE STEPS O OUTDOOR PATIO - PAVERS O PAVER DRIVEWAY O TRELLIS DATE 02-18-22 Oj PLANTER AREA CD STEPPING STONE Og LOW WALLS SCALE AS SHOWN JOB 2021 SHEET SITE PLAN SCALE: 1/8"=1'-0" 160F Community Development Department Planning Division - Cupertino CUPERTINO APPROVED Case# TM-2021-0061 R-202* 0 tm 5, 0 W0115 -016Approva 02c�l ' Approva Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkil Case Manager 4180 W TI<INS WAY SAN)OSE, CA 95135 408-375.0041 NEW 6FT HEIGHT WOOD FENCE (SEE LANDSCAPE DRAWINGS FOR ADDITIONAL INFO.) REVISIONS -6" rn _ o_ o_ 1 I I I I I 1 0 ® 0 0 0 0 1 co 1 v \ m I 1 w dlq ^ eWaa3e ewvo3a N O N 7'-6" O ,.�t<._.. LWN439 1Wb439 Q 1, N .. N � N » 10>—0 0 7'—6 These drawings are instruments of service&are the property of 08 Design Studio. 1 O AD ADU All designs and other information on these drawings are for use on the specified N FIRST FLOOR SETBACK 1 II FLOOD SETBACK FIRST FLOOR�SETBACK FIRST FLOOR SETBACK FIRST FLOOR SETBACK FIRST FLOOR SETBACK project and shall not be used without the expressed written consent of 08 Design -----1------ ---------------- -----� --- F-- ---- ---- --------- ------ -------- —4---- ,----w----- -- ------ ------ ---------- ----------- — Studio. Written dimensions on these drawings shall have precedence over scaled El 1 — 7'-6» 7'-6" gad ab 0 dimensions. Contractors shall verify and be precedence over scaled dimensions. FI 1 '-6" J> Contractors shall verify and be responsible for all dimensions and conditions shown -1 1 01 by these drawings. 1 a 110 1-0 � I 1 I 1 0 1 U1 0 1 0 1 Q 1 Q1 1 ,1, 1 Y; 7 _6„ 7 _6„ H1 „ I -°I DESIGN BY: CHAD NGUYEN W 1 QI I I wood DNiNIM WOOL DNiNia LLJ7 —6 wood oN1Nia 1 wood DNiNia W a FmI 1 C) > " IQ W1 1 Y 7 -6 z `^I AC I I Iv 01 I YI I Iw IQ W F I �I AC IW NI » m1 Ic[ �I 30 �� ❑ 1 - - 1� �1 9 -2 1 10 • z I F..I � NI W 0 �I oP z" 18' 9» 9' 0»1 IQ e » e » IW �1 3 c N_ U N_ , > Ac o1 AC 9 -2 9 rt7 c w 1 1 1 u ❑ 1 0l N _ C) 11 1 I N WI 1 J WOOIDNINI4 AC --- — -- -- cG -- -- -- -- AC v~I -- ---- = AC AC --- ---- �;-,� C-" �1 - - - �I U1 PROJECT 1 Q1 Y �I Q Q1 POWDE Q W W IAVNDkY O n m nn N nn d K d d U U U U 7 z m Z Z s w s s Z Z 1 > >> > tof a F K 1 w f w w 3 -1 3/4 0 1 01 IN- _ m m 0 o w m w O uvwc aooM o _ n 1 1 c[ d I o o GARAGE 1 u- W o 3 1 NEW SINGLE FAMILY HOUSES 1 I 1 w I - ---- -- ------ 1 1 1 Q ac 1 1 1LLJ LL V > BEDROOM S NWN U (' - QNOd N31VM cl\'Od'r'1b.M cl\'Od"1b.M w O O Q O 1 s ^ U J Z V m z L————————————— —————— --—— 1 I Q 1 2 1 J 1 1 Q O FIRST FLOOR SETBACK v p O G 0 0 p U O O ---- ^ N w w N w N N W > » V - -- 10 -0 N 5 W 20'-0" o 1 0 20'-0» i 12'-0" DISTRICT o _— -------- 1 120 LOT 5 --- = 1 1 ~ c° 0 1 1 1 1 C) T o W N 1 � 1 1 Pv �cCLELLAN I PLAN 4 1 1 1 w - 1 -0' PLAN 3 10 -0 PLAN 2 PLAN 1 FIRST FLOG SETBACK FIRST FLO R z O / ----- ----- S—TRA—C—K-- FIRS FLOOR SETBACK-------- FIRST FLOOR SETBACK 0 10'-0 j ------- — — --- -- ---- ------ L----- ——————— _ N - 1 ^f ^20 o o 10'-0" o O. f N I I I N N I W O i 0; N 0 00 00 O 00 '0N O N 00 1 �� 20 o o o "0-FiRsrF�opRSET -- - LOT b I LO 16 -0 L T I CUPERTINO, CALIFORNIA 2p 4 L 16'-0" 20'-1 - �0 16'-0» 0 o PLAN 6 0i SHEET CONTENTS N 0 22,' 0» O 0 0 16'-0" 0 00 �� 16 —0 PARKING 6 PARKING 5 PARKING 4 1 PARKING 3 PARKING 2 1 PARKING 1 1 og 1 � . ao ao 00 2 K- 01 75'-9" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" NEW RETAINING WALL II SEE CIVIL & LANDSCAPE it I FO I TI O L DRAW NGS R ADD NA CHERRYLAND PRIVE INFORMATION (CONCRETE GRAY COLOR) 1 I I SITE PLAN i i i KEYNOTES O PROPERTY LINE O2 BUILDING SETBACK LINE O CONCRETE STEPS O OUTDOOR PATIO - PAVERS O PAVER DRIVEWAY CID TRELLIS DATE 02-18-22 Oj PLANTER AREA CD STEPPING STONE Og LOW WALLS SCALE AS SHOWN JOB 2021 SHEET SITE PLAN SCALE: 1/15"=1'-0" • Community Development Department Planning Division - Cupertino 'CUPERTINO APPROVED Case# TM-2021-0061 R-202* 0 1tilm5, R -� W0115 -016ApprovalO2c�l ' DESIGN STUDIO Approval Date 10/18/22 Signatur Brianne Harkousha Case Manager 4180 W TI<INS WAY SAN)OSE, CA 95135 408-375.0041 REVISIONS o FLOOR SETBACI<`�`� Ln F N cN �►�, � In 30 10 These drawings are instruments of service&are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design `` Studio. Written dimensions on these drawings shall have precedence over scaled OC dimensions. Contractors shall verify and be precedence over scaled dimensions. I I i C K Contractors shall verify and be responsible for all dimensions and conditions shown (.0 by these drawings. 20'-0" ' II 35-7 1/12" DESIGN BY: CHAD NGUYEN i I � ' ---- , - 7u z PROJECT D o M I I m =� D /� -------- I °' I � 04 — I � N Z i -in 5'-101, n 35-1 1/4" r-- .-� 22'-0» C) NEW SINGLE FAMILY HOUSES Ca ISO 25-0" < �n lz m m i 28'-6 n - -- ---- --- - - D INE n z 8 n DISTRICT -71 I 6 a I o-� - — — - - — — — — - - - - - - McCLELLAN E b N D FLOOR ETB K L �+ — - - - - - - - - - - - - - - - S C S AC L' FI RST FLOOR SETBACK N o I 20'-0„ n N N �, N 20860 McCLELLAN RD. II n` o CUPERTINO, CALIFORNIA 0000 00p0p00o o" 00 .. IN IN —000 SHEETCONTENTS 0 McCLELLAN RD . H JL W N PRIVACY PLAN KEYNOTES O PROPERTY LINE O2 BUILDING SETBACK LINE LOT I O CONCRETE STEPS O4 OUTDOOR PATIO - PAVERS O PAVER DRIVEWAY O TRELLIS DATE 02-18-22 Oj PLANTER AREA Og STEPPING STONE Og LOW WALLS SCALE AS SHOWN JOB 2021 SHEET SITE PLAN SCALE: 1/15"=1'-0" • Community Development Department Planning Division - Cupertino CUPERTINO APPROVED Case# TM-2021-0061 R-202* 0 1tilm5, 0 W0115 -016Approval02c�l ' Approval Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 W TI<INS WAY SAN)OSE, CA 95135 408.375.0041 i REVISIONS I I I /u ,, _ - --- -21 I z _ I These drawings are instruments of service&are the property of 08 Design Studio. (D All designs and other information on these drawings are for use on the specified W O I — � FI RST FLOOR SETBACK project and shall not be used without the expressed written consent of 08 Design rn I F — — — — — — — — — — — — — — — � — — — — — — — — — — — — — — — — — — — - — — Studio. Written dimensions on these drawings shall have precedence over scaled 20'-0" I I 4 dimensions. Contractors shall verify and be precedence over scaled dimensions. o ( _ Contractors shall verify and be responsible for all dimensions and conditions shown ---, � 20'-0" y e \ I b these drawings. ___*ROOF u E ____ o �' DESIGN BY: CHAR NGVYEN SECOND FLOOR SETS 1< — - - 1 _ - - — = —�, - - - - - - - I�- - - - - - 1 ' 1 7u 1w T I � '1'j , �� OPEN Tb-if LOW --- - 0 0 1 O OPEf�-6 BELOW ------ --� --- �'�-- ' � m --- 36'-11"� 1 r - PROJECT 1 1 , -- LINEv, ----- � ROOF '- 5'-10'> -�-- - - - L N 1 D -- Z I I I ^ - - I I I Q I I I 28'-6 ------ NEW SINGLE FAMILY HOUSES Q 1 i m u o 8'—s" o a C I -(.0 . m 1 0 — - - —I —� — — DISTRICT CK MUZ; ' ; McCLELLAN :T I FI RST FLO i 25'-0" �' �' �:� �.� CID 20860 McCLELLAN RD. I CUPERTINO, CALIFORNIA I SHEET CONTENTS I I HJLtJ N PRIVACY PLAN KEYNOTES O PROPERTY LINE O2 BUILDING SETBACK LINE LOT 2 O CONCRETE STEPS O4 OUTDOOR PATIO - PAVERS O PAVER DRIVEWAY O TRELLIS DATE 02-18-22 Oj PLANTER AREA Og STEPPING STONE Og LOW WALLS SCALE AS SHOWN JOB 2021 SHEET SITE PLAN SCALE: 1/8"=1'-0" • Community Development Department Planning Division - Cupertino 'CUPERTINO APPROVED Case# TM-2021-0061 R-202* 0 1tilm5, R -� W0115 -016ApprovalO2c�l ' DESIGN STUDIO Approval Date 10/18/22 Signatur Brianne Harkousha Case Manager 4180 W TI<INS WAY SAN)OSE, CA 95135 408-375.0041 I REVISIONS I � I ! Z I n w o I 0) � these drawings are instruments of service&are the property of 08 Design Studio. FIRST FLO R SETBACK All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design 20'—�" I 0 Studio. Written dimensions on these drawings shall have precedence over scaled 0 - dimensions. Contractors shall verify and be for over scaled dimensions. " I 20'-0" Contractors shall verify and be responsible for all dimensions and conditions shown co by these drawings. 0 —Tl QOF LINE r ° SECOND FLOOR SETB 1< — — — — r ----- — �� ' — — — — — — — — — — — — DESIGN BY: CHAD NGUYEN U 22 -0 I i "°N° r-- -"in I I OPEN T BELOW N O ✓' /u O I I OPEN-fO BELOW 7u "I ^ i m N � � 35 -5 ROOF LINE [� ,IM_.� . 5-10" PROJECT N - - kOOFLINE --- - --- -- ^ n ZI Z I ^ I I wI • Q I I I of Q m I 20'-0" NEW SINGLE FAMILY HOUSES I OI I 8'-6" 0 Q ° < 17- � I - - - - —1 -70� — ACK PISTRI T m %% �� -� McCLELLAN d7 I 1 v I I ` o30° 0 ^ � :T ' ' % ' ' FIRST FLO I I •` I I .` % %% %% 1 20860 McCLELLAN RD. CUPERTINO, CALIFORNIA I I I SHEET CONTENTS I I I H JL U N PRIVACY PLAN KEYNOTES O PROPERTY LINE O2 BUILDING SETBACK LINE LOT 3 O CONCRETE STEPS O4 OUTDOOR PATIO - PAVERS O PAVER DRIVEWAY O TRELLIS DATE 02-18-22 Oj PLANTER AREA Og STEPPING STONE Og LOW WALLS SCALE AS SHOWN JOB 2021 SHEET SITE PLAN SCALE: 1/15"=1'-0" • Community Development Department Planning Division - Cupertino 'CUPERTINO APPROVED Case# TM-2021-0061 R-202* 0tm 5, R -� W015 -016Approva O2tc�l ' DESIGN STUDIO Approva Date 10/18/22 Signatur Brianne Harkousha Case Manager 4180 W TI<INS WAY SAN)OSE, CA 95135 408-375.0041 REVISIONS I I I I 20,\ ` ` These drawings are instruments of service&are the property of 08 Design Studio. 0 All designs and other information on these drawings are for use on the specified %j - — — ♦ — — — ♦ —— — hal not be used 'hout th d written c sent of 08 -� � , , projec ands I wit a ezpresse on esign ♦ ♦ " Studio. Written dimensions on these drawings shall have precedence over scaled j ` s. % ` dimen ions.% ♦ ♦ �' Contractors shall rverfy andactors responsible and eforeallddimensonsence over sanddconditionsnshown �% �P ♦ C° ' by these drawings. y FIRST FLOOR SET�ACK % i i % ♦ I I ♦ o — — — — — — — moo• �►� I I 3� o DESIGN BY: CHAD NGUYEN ^ ' i . % I I j — SECOND FLOOR SEjBAG< I o o / o / PROJECT M 22'-0„ NEW SINGLE FAMILY HOUSES o I ��I7u �Z o 'mil � w ' r-�----ROOF LINE-�=- z � 5'-g o -------- _ > ROOF LINE-7 I OPEI`4'tO BELOW 1 � DISTRICT „Ni Iw � � �Z h = PEN T�$ELOW 7 n > o o McCLELLAN I p• — — — — — —I z ' — — — ' — — — — — — SEICON D FLOOR SETBACK i -- ------ -- J - - o j 20'-0" ROOF LINE mr ---J N O 20'-0„ N , 20860 McCLELLAN RD. i"TI — — — — — \ N — — I CUPERTINO, CALIFORNIA D T FIRST FLOOR SETBACK 7 In SHEET CONTENTS z j n 'I j HJLtJ N PkIVACY PLAN KEYNOTES O PROPERTY LINE O2 BUILDING SETBACK LINE LOT 4 O CONCRETE STEPS O4 OUTDOOR PATIO - PAVERS O PAVER DRIVEWAY O TRELLIS DATE 02-18-22 Oj PLANTER AREA Og STEPPING STONE Og LOW WALLS SCALE AS SHOWN JOB 2021 SHEET SITE PLAN SCALE: 1/15"=1'-0" • Community Development Department Planning Division - Cupertino 'CUPERTINO APPROVED Case# TM-2021-006, R-202* 0 1tilm5, R -� W0115� c�l '-016 Approva I tO Approval Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SAN JOSE, CA 95135 408.375.0041 REVISIONS _. ..� _.. r \ (0 c j �%% These drawings are instruments of service&are the property of 08 Design Studio. \ _T � — I I FVST FLOOR SETBACK All designs and other information on these drawings are for use on the specified N O O° I N I 3 ♦ project and shall not be used without the expressed written consent of 08 Design Lo Lo I % 3 0° ♦ Studio. Written dimensions on these drawings shall have precedence over scaled � I n I ♦ dimensions. Contractors shall verify and be precedence over scaled dimensions. ` I I ♦ Contractors shall verify and be responsible for all dimensions and conditions shown / I 20'-0" by these drawings. r- ROOF LI NE o �� — — — — — — — r- -- --- - ---_ -;--- -I r SECOND FLO R S TBACK W-I �; � — - - � - - - - DESIGN BY: CHAD NGUYEN —mil QD rn 0 D I M -TI \ \ZQ n I BEDRM 4 I U-) 7) \ 7z W I 9 FT.CL. T Z \ <5 \0 °o� PROJECT 77 BATH 3 m 9 FT.CL. cc) n / NEW SINGLE FAMILY HOUSES HALLWAY -� 9 FT.CL. �- \0" ATH 2 ,i-� 9 FT CI. 22'-0" \ I OFFICE/ ® . BED 3 1 -- I ^I 1 9FT.CL. - DISTRICT ® M.BEDRM McCLELLAN 36'-6 25 32" I 9 FT.CL. M.BATH , rn I O>-O" 9 FT.CL. IBEDRM 2 WIC 9 FT.CL. 9 FT.CL. 0 25'-0" '- 20860 McCLELLAN RD. ETB— — — — — —I — — S AC CUPERTINO, CALIFORNIA — I I — 71 I I z I ' 30° ' 30 SHEET CONTENTS Q I I o FIRST FLOOR SETBACI< %% `� Q I Y' I / �'' / ♦ o .. 'I C rn / H=Ltd N PkIVACY PLAN KEYNOTES O PROPERTY LINE O2 BUILDING SETBACK LINE LOT 5 O CONCRETE STEPS O4 OUTDOOR PATIO - PAVERS O PAVER DRIVEWAY O TRELLIS DATE 02-18-22 Oj PLANTER AREA Og STEPPING STONE Og LOW WALLS SCALE AS SHOWN JOB 2021 SHEET SITE PLAN SCALE: 1/15'4-0" • Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case# TM-2021-006, R-202* 0 to 5, 0 �WI015 -016Approva Ba2ltncil ' Approval Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager EXISTING FENCE TO REMAIN, REPAIR OR PORTION REPLACEMENT IF NECESSARY 4180 WATKINS WAY SAN)OSE, CA 95135 408.375.0041 0 i i i (0 \ �.'' REVISIONS I I I I . Y a I FIRST FLOOR SETBACI I I I I — — — — — — — - - 20'-0" L_I— I 1;� �` 0' I i ' `% i I `� 15,t 0„ `...` T — — — — — �`` I .� n Z v, m m ._ ' o_ APU -7 I _ .�_ _ _-- These drawings are instruments of service&are the property of 08 Design Studio. D n All desi ns and other information on these drawings are for use on the specified z _ ram I 45' 1 53/64' I project shall not be used without the expressed written consent of 08pDesign r) _ /� Q I Studio. Written dimensions on these drawings shall have precedence over scaled 7 z R1 n O I I Z — dimensions. Contractors shall verify and be precedence over scaled dimensions. m D n �L_° _ �I 4 '-7 55/64" Q I 77 Contractors shall verify and be responsible for all dimensions and conditions shown by these drawings. I O O z I =-- ----- L O I I-" D z 1 r- O DESIGN BY: CHAD NGUYEN n D a n l ' ;�-�o ------ O I 0 n O 7u -� m rr- - -- -- -- ----- -- ---t� -- - ---- ---J �n m O O I ROOF LINE m —i z �` ROOF LINE77 , � PROJECT 1 ` ��� I ; OPEC l BEL7 N `� 2�f 0 21/64" I o OPEN TC�x�ELOW `� I ``� N i \ I 7 -6» 23 -6 21/64" 1 I rn ` IV r RpLI��E oj o 10'-0„ F � I NEW SINGLE FAMILY HOUSES I � co - °' o �. 00 ro N .Ia am - - - - � FI RST FLOOR SETBACK `° I DISTRICT McCLELLAN N \/� N � SOD 20860 McCLELLAN RD. C"O / CUPERTINO, CALIFORNIA T j o SH EET CONTENTS �o o j \0 • H=Ltl N PRIVACY CHERRYLAND DRIVE PLAN KEYNOTES O PROPERTY LINE O2 BUILDING SETBACK LINE LOT 6 O CONCRETE STEPS O OUTDOOR PATIO - PAVERS O PAVER DRIVEWAY O TRELLIS DATE 02-18-22 Oj PLANTER AREA CD STEPPING STONE Og LOW WALLS SCALE AS SHOWN JOB 2021 SHEET SITE PLAN SCALE: 1/8"=1'-0" • Community Development Department Planning Division — Cupertino 'CUPERTINO APPROVED Case# TM-2021-006, 0 R-202* 0 1tilm5, R - I -015 -016 Approva i0 2t�nc�l ' DESIGN STUDIO Approval Date 10/18/22 Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SAN JOSE, CA 95135 408-375.0041 REVISIONS Y Y V 1 m I VI w w Q 1 1 1 I N Q l IV �I FIRST FLOOR SETBACK 1 Y :•:':::•:•:•:: :: `° `� I11�rI�r I:��,.�•:.�:[o;.::':;aiIIi;Ii;•.:.•-.:::•:.:•....._......:.. . ...... .``: xIiIII'i;,�0�--' �i-?O �i` \�° , ,o'l1;LL00� •�V �11i1i1111II �°OwFLL�I11II1IIIIIII h Po�,��,•,�=PoOiIi;i t" . _-s.-al. ---3•Nwd—-�-.—a.•O. .�fIIIIiI—_....,Ii'Ii. ,_..M.. I1 N i_� , \ VJiM II1II1 p.. o''i,�' lf - -•-•�N——�bb—x—•—:.. .—.. —�IitI�I Jop� `iI,I,cepo�.'�w 90`'•;.&°./ Io— LU ----------------------- zo° IIIIIIIIIIII IJr—lII11II1IIII --VO���IIII'III' � ,�-°%•/`go�;•.''�\O`�IIII' zoO�i�,i' .:•.:•.•:'.•':.:••:••:'••:••::':':•:':II'I,i�,'.ZLL�:-�:�-�•:f-•:—;:o;:•;.IrIIIIIIII o::.-i.��:.f-•:-:'- QmVFw^IIII1II1IIII -p-r'�I'`O`i�-'�IIIII�IIIII 3�NIl,d�0%.�0`2gmoo1,;•.''��`r�II,II' • '•-i ��oO.;� — — -- :':-- : Ir•II'ii�II o--•��-�� / --i�••�:Iv�/III1III ::• -P�.�-•-- IIIIIIII .z.I�'. ._ .___•'_'._••_••_••_••_'_'._•3•_N••_I•l•_d_O�II''I,I _ _ -oa .�-- .- �IIIIIIIIII IIIIII YVIv�0Dv~LL- i _ _ _ CQGr-Vv-'I These drawings are I nstr uments of service e&are the proper ty o f 0 8 Design St u di o. w designs an other information on these drawings are or use on he specified w SECOND FLOOR SETBACK ' C project and shall not be used without the expressed written consent of 08 Design FIRST FLOOR ETBACK FIRS FIRS FLOOR RST FLOOR Studio. Witten dimensions on these drawings shall have Precedence over scaledR TBACK FLOOR F ..�. dimensions Contractors shall verifyand be precedence over scaled dimensions. w Contractors shall verifyand be responsible for all dimensions and conditions shown by these draw w DESIGN BY: CHAD NGUYEN Z LU ` U o ' Y %? wmW � • .. . ,i V ° O 1 01 01 01 i Z - i�I PRO)ECT------------------- [Z I tiI ° LL zo 3NIl AOOT oo --- ---- NEW SINGLE FAMILY HOUSES :------------- LU _----- ---- ----_ ------ N]d002 ------------------- DISTRICT 3NIl 30 wN ---_ __ � TBACK McCLELLAN O SECON FLOOR SE_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � °°� SECOND FLO R.SETBA K SECOND FL _ A LORSETBACK I 1 FIRSTFLOO 5ETBACI RSTFLO RSETBACK 1S RSETBACK I FLOOR---------- ----K ---- L---- ---------- L- 41 --- L----- ---------- --- _-- _ TIIII TIIII ---------------------------- -----------IIII--- --------------------------------IIIII-------------- --IIII ----------------------------- / 9 ---------------III ----------000- -0 --------- ------ 20860 McCL ELL AN RD. CUPERTINO CALIFORNIA ------1-__FI_RS_T_ 0-0 SETBACK 5HEETCONTENTS O 000 PARKING 6 PARKING 5 PARKING 2 PARKING 1< < NEW RETAINING WALL ------------------ - -------- SEE CIVIL&LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION (CONCRETE GRAY COLOR) CHERRYLAND DRIVE PRIVACY 31 PLANS KEYNOIES LEGEND FIRST FLOOR AREA DATE 02-18-22 SCALE AS SHOWN FIRST FLOOR APV AREA JOB 2021 ------ ROOF LINE OVERHANGS SHEET STA EAT �r PRIVACY PLANS SCALE: 1/15'4-0" • Community Development Department Planning Division — CUPERTINO APPROVED Case# TM-2021-006, . .�y{(� o/�n 1•v�M—��1 ZWN439 ZVJN438 ZWN438 R-202 7 V `V , WN438 WN438 no - ADU 5. -01 ADVApprova f3 ` TORN1cll-b _ Approval Date 10/18/22 �dd o (ICY ] 0 ),V DESIGN STUDIO SI natur Brianne Harkousha g Case Manager O 1-0 4180 WATI<INS WAY SAN DOSE, CA 95135 WOON DNINId WOON ONINId WOON ONINId WOON DNINId 0 408.375.0041 Q I AC I � AC II � � � � • 30 � b sal LL LL LL LL Q REVISIONS h�Jl�; �3 HJ11Y �3 HJ11Y N3HJllr WOON ONINId CLOSET _ _------------- FJ wE -� •G! r — O O — z O — m — O z .. r.:. �o rra � a LAVNDRY Z Z Z > > > > '---- --_Z o — • 2 y f _— — -- v • Y � LIVING ROOM — _---- _ — -- ----_ __ w —. GARAGE these drawings are instruments of service&are the property of 08 Design Studio. �--+ All desi ns and other information on these drawings are for use on the s eciiQ 1 projectand shall not be used without the expressed written consent of 08pDesign ------ Studio. Written dimensions on these drawings shall have precedence over scaled BEDDWOM5 CVOdr131Ct NOd831VM NOd831VM dimensions. Contractors shall verify and be precedence over scaled dimensions. z Contractors shall verify and be responsible for all dimensions and conditions shown o o by these drawings. m ----------------------------------------- v w V DESIGN BY: CHAD NGUYEN PLAN LOT 5 LL . o I N PLAN PLAN 2 aNq PROJECT LOT b 4 LOT LOT LOT I P N NEW SINGLE FAMILY HOUSES OO 0 0 Op p0 PARKING 6 PARKING 5 PARKING 4 PARKING 3 PARKING 2 PARKING 1 g og DISTRICT McCLELLAN CHERRYLAND DRIVE 20860 McCLELLAN RD. I i -- CUPERTINO, CALIFORNIA 1 SHEET CONTENTS T PADDOCK 2-LIGHT OUTDOOR ENTRANCE WALL T T SCONCE SKU: 944724 FEATURES Installation Type; Wall Mount EXTERIOR LIGHTING NOTE: Design: Modern LIGHTING 1. NO EXTERIOR LIGHT, COMBINATION OF EXTERIOR LIGHTS, OR ACTIVITY 20" GOSON EXTERIOR LIGHTING Material: Aluminum SHALL CAST LIGHT EXCEEDING ZERO POINT ONE (0.1) FOOT-CANDLE Base Plate Height: 5" PLAN ONTO AN ADJACENT OR NEARBY PROPERTY, WITH THE ILLUMINATION Mounting Hardware Included: Yes LEVEL MEASURED AT THE PROPERTY LINE BETWEEN THE LOT ON WHICH Reversible Mounting: No TH E LIGHT IS LOCATED AN D TH E ADJACENT LOT, AT TH E POI NT N EAREST Shade Finish: Black TO THE LIGHT SOURCE, EXCEPT IF TWO ADJACENTARE NON-RESIDENTIAL, Number of Bulbs: 2 OR FUNCTION AS A SHOPPING CENTER, AND AGREE TO COORDINATE Base Plate Width: 5" LIGHTING. Location Type: Suitable For Wet Locations 2. NO DIRECT OFF-SITE GLARE FROM A LIGHT SOURCE SHALL BE VISIBLE Bulbs Included: Yes ABOVE THREE FEET AT PUBLIC RIGHT-OF-WAY Bulb Type: Integrated LED 3. THE MAXIMUM LIGHT INTENSITY ON A SITE SHALL NOT EXCEED Wattage per Bulb; 3 A MAINTAINED VALUE OFTEN FOOT-CANDLES, WHEN MEASURED DATE 02-18-22 AT FINISHED GRAGE SCALE AS SHOWN CODES/STANDARDS )O 2021 UL 1598 / CSA C22.2 No 250.0 SHEET LIGHTING PLAN SCALE: 1/15'4-0" Community Development Department Planning Division - Cupertino CUPERTINO O APPROVED Case# TM-2021-006, 88 —5 R-2024PJ040 ftebeO45, 20 —7" 7 —3 1/2" 13'-10 1/2" 25 —2 21 —6 - WO1O 5 -016Approva t jr cil7 AA 5-5 1/2" 16'-0 1/2" ®ESIGN STUDIO0L� Approval Date 10/18/22 5'-0 0 l 2*2 Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY 10'-0" SAN)OSE, CA 95135 408,375.0041 l r N o REVISIONS l l 1 O °EOOOH N 0 11'-3 1/2" 25'-2„ 1 00 o 4'-6" 5'-0' 13 —8 1/2' p N oe These drawings are instruments of service&are the property of 08 Design Studio. N 0 All designs and other information on these drawings are for use on the specified LA U N project and shall not be used without the expressed written consent of 08 Design \ ® Studio. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. O Contractors shall verify and be responsible or all dimensions and conditions shown 20'-0" 00 B E D RM 4 by these drawings. I C N CJ N O DESIGN BY: CHAP NGUYEN 00 00 04 N 5'-11» 8'-9" 4'—9 1 2'1 V ao-1 0 — C3)- z 73 i4') l — _z CJ OWPER BATH 4 18'-7" PROJECT r7 PANTRY Z cc Ln V ° �o M NEW SINGLE FAMILY HOUSES - z _ o l `0 > L _L -1 OFFICE 3'-1" 4'-0" —4' 22'-2 1/2" 18'-1 1/2" 6'_0" 21'-0 1/2" DISTRICT LU 0) 27 -0 12 / " McCLELLAN (0 FAM I LY ROOM ^00 i FOYER N 00 � I I N UNCOVERED PATIO 20860 McCLELLAN RD. LI VI � OM CUPERTINO, CALIFORNIA '00NF I I I 0/ 1'-6' SHEET CONTENTS PLANTER , o„ O l 0 0 ❑ OUTDOOR PATIO iN N 1 '-6" PLANTER F I RST FLOOR PLAN GARAGE: 415 SF '-o" 13'-5 3/8" HOUSE 085 H=UJON E: 2 MAN S SF A D U: 563 S F. 12'-1 1/2" 7'-9 '-3 1/ " 12'-7 1" 6'-6" 6'-0" 6 -11 1/2" 27'-0 1/2" NOTES UNDERFLOORVENTCALCULATION LEGENDS PLAN I .FIREPLACE NOTES: PLUMBING NOTES: MECHANICAL NOTE: N DUCTS IN GARAGE PENETRATING THE WALLS AND CEILING OF AT SEPARATION CONRETE WALL EXTERIOR LANDING NOTE: LIVING AREA: MONESSEN GAS FIREPLACE OR EQUAL ALL WATER CLOSETS SHALL HAVE MAX 1.28 GPF ALL EXTERIOR THRESHOLD HEIGHT AT ALL EXTERIOR DOORS. A DOOR MAY OPEN AREA TO BE VENTED: 3008 SQFT.. MODEL BDV600N WALL SHALL BE CONSTRUCTED OF A MIN N0. 26 GAGE STEEL SHEET BUILT-OUT WALL / PV7 SHOWER AND TUB/SHOWER WALLS SHALL BE SMOOTH HARD NONABSORBENT AT A LANDING THAT IS NOT MORE THAN 7-3/4 LOWER THAN THE FLOOR LEVEL TOTAL AREA OF VENT REQUIRE: 20 SF. DATE 08-27-21 FIREPLACE SHALL BE FACTORY-BUILT AND SHALL BE LISTED, LABELED AND SHALL SURFACE OVER A MOISTURE RESISTANT UNDERLAYMENT TO HEIGHT OF 72 INCHES VENTILATION FOR MECHANICAL CLOTHS DRYERS SHALL BE VENTED TO OUTSITE IF THE DOOR DOES NOT SWING OVER THE LANDING. 1 HR. FIRE RATED WALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURER'S ABOVE THE DRAIN INLET. WATER-RESISTANT BACKING BOARD SHALL NOT BE 1" FLOOR LEVEL DIFFERENT IF DOOR SWING OVER LANDING TOTAL VENT REQUIRE: INSTALLATION INSTRUCTIONS. USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS. VENT TYPE: 8"X14" - .75 SF. ____----- SOUND INSULATED WALL SCALE AS SHOWN RAIL AND GUARDRAIL NOTE: 20 / .75 - 27 VENTS NEW 2X4 STUD WALL PLUMBING VENTS TO BE MINIMUM 3 FEET ABOVE OR 10 FEET AWAY FROM ALL OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT .DRYER NOTES: OPERABLE SKYLIGHTS. A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A TOTAL VENT PROVIDE: 27 VENTS NEW 2X6 STUD WALL )O B 2021 EXHAUST AIR VENT FOR DRYER TERMINATES TO THE OUTSIDE OF BUILDING MIN. 3 FEET CONTRACTOR TO PROVIDE LAUNDRY TRAY - LAMBRO 1780 HEAVY DUTY HEIGHT OF 42 INCHES. FROM ANY OPENING. LAUNDRY TRAY OR EQUAL. PROVIDE MIN. OF 1/2" GYPBOARD UNDER STAIR CEILING NOTES: PROVIDE 1/4" WIRE MESH TO TEMPERED GLASS / COVER EACH VENT t SHEET SHUTOFF VALVE FOR GAS LOCATED OUTSIDE THE FIREBOX AND WITHIN WROUGHT IRON HANDRAIL/ GUARDRAIL INSTALL PER MANUFACTURE 3 FT. OF THE APPLIANCE. WRITTEN RECOMMENDATIONS ❑E EMERGENCY EGRESS WINDOW OR DOOR SEE ELEVATIONS SHEET A3.1 AND A3.2 FOR VENT LOCATIONS. FIRST FLOOR PLAN SCALE: 1/4" = 1' NOTES Community Development Department Planning Division — Cupertino CUPERTINO O APPROVED Case# TM-2021-006, R-202*040tebeO45, .......... Approva '0 '5i1 -016, 14'-11" 18'-2 1/2" 5'-3 1/2" 23'-0" Approval Date 10/18/22 DESIGN STIJ®10 Signatur Brianne Harkousha Case Manager � - 6'-0" 6'-0" 6'-2 1/2" 4180 WATKINS WAY SAN DOSE, CA 95135 408.375,0041 14'-2 1/2 6'-9 1/2" 8'-0" REVISIONS ❑ ^I O I PLANTER These drawings are instruments of service&are the property of 08 Design Studio. 16'-10 1/2" All designs and other information on these drawings are for use on the specified 14'-0" project and shall not be used without the expressed written consent of 08 Design Studio. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. p UNCOVERED PATIO Contractors shall verify and be responsible for all dimensions and conditions shown z FAMILY ROOM by these drawings. LIVING ROOM DESIGN BY: CHAD NGUYEN LLJ l FOYER Q I I I `n OFFICE -T —I N z o > PROJECT 0 0 PANTRY NEW SINGLE FAMILY HOUSES OWDE BATH 4 13'-8 1/2" `CCy -0„ 4'-0„ G N o LLl j LX N I z l 0 \ 0 0 ^1 - 11'-3 1 2" LLi o/ CJN o DISTRICT ,IIV20'-0" v o v Q 9,-0„ z O N 101 z 12'-9 1/2 „ McCLELLAN - - - p ALE: 1/ 1 0 o GARAGE BEDRM 4 4 -o l i ® Ln o LA V O o N 20860 McCLELLAN RD. 11'-3 1/2" CVPERTINO, CALIFORNIA Ll EBEI a SHEETCONTENTS w 0m I _ 12'-0„ loo 20'-7" 9'-3 1/2" 11'-7" 23'-11 1/2" 5-5 1/2" 4'-9 1/2" 12'-9" F 1 RST 88'-5" FLOOR PLAN HJAJON GARAGE.. 4-15 SF MAIN HOUSE: 1,695 SF APU: 600 SF. NOTES UNDERFLOORVENTCALCULATION LEGENDS PLAN Z .FIREPLACE NOTES: PLUMBING NOTES: MECHANICAL NOTE: N DUCTS IN GARAGE PENETRATING THE WALLS AND CEILING OF AT SEPARATION CONRETE WALL EXTERIOR LANDING NOTE: LIVING AREA: MONESSEN GAS FIREPLACE OR EQUAL ALL WATER CLOSETS SHALL HAVE MAX 1.28 GPF ALL EXTERIOR THRESHOLD HEIGHT AT ALL EXTERIOR DOORS. A DOOR MAY OPEN AREA TO BE VENTED: 3008 SQFT.. MODEL BDV600N WALL SHALL BE CONSTRUCTED OF A MIN N0. 26 GAGE STEEL SHEET BUILT-OUT WALL / PV7 SHOWER AND TUB/SHOWER WALLS SHALL BE SMOOTH HARD NONABSORBENT AT A LANDING THAT IS NOT MORE THAN 7-3/4 LOWER THAN THE FLOOR LEVEL TOTAL AREA OF VENT REQUIRE: 20 SF. DATE 08-27-21 FIREPLACE SHALL BE FACTORY-BUILT AND SHALL BE LISTED, LABELED AND SHALL SURFACE OVER A MOISTURE RESISTANT UNDERLAYMENT TO HEIGHT OF 72 INCHES VENTILATION FOR MECHANICAL CLOTHS DRYERS SHALL BE VENTED TO OUTSITE IF THE DOOR DOES NOT SWING OVER THE LANDING. 1 HR. FIRE RATED WALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURER'S ABOVE THE DRAIN INLET. WATER-RESISTANT BACKING BOARD SHALL NOT BE 1" FLOOR LEVEL DIFFERENT IF DOOR SWING OVER LANDING TOTAL VENT REQUIRE: INSTALLATION INSTRUCTIONS. USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS. VENT TYPE: 8"X14" - .75 SF. ____----- SOUND INSULATED WALL SCALE AS SHOWN RAIL AND GUARDRAIL NOTE: 20 / .75 - 27 VENTS NEW 2X4 STUD WALL PLUMBING VENTS TO BE MINIMUM 3 FEET ABOVE OR 10 FEET AWAY FROM ALL OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT .DRYER NOTES: OPERABLE SKYLIGHTS. A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A TOTAL VENT PROVIDE: 27 VENTS NEW 2X6 STUD WALL )O B 2021 EXHAUST AIR VENT FOR DRYER TERMINATES TO THE OUTSIDE OF BUILDING MIN. 3 FEET CONTRACTOR TO PROVIDE LAUNDRY TRAY - LAMBRO 1780 HEAVY DUTY HEIGHT OF 42 INCHES. FROM ANY OPENING. LAUNDRY TRAY OR EQUAL. PROVIDE MIN. OF 1 2" GYPBOARD UNDER STAIR CEILING NOTES: PROVIDE 1/4" WIRE MESH TO TEMPERED GLASS / COVER EACH VENT t SHEET SHUTOFF VALVE FOR GAS LOCATED OUTSIDE THE FIREBOX AND WITHIN WROUGHT IRON HANDRAIL/ GUARDRAIL INSTALL PER MANUFACTURE 3 FT. OF THE APPLIANCE. WRITTEN RECOMMENDATIONS �E EMERGENCY EGRESS WINDOW OR DOOR SEE ELEVATIONS SHEET A3.1 AND A3.2 FOR VENT LOCATIONS. .ter f FIRST FLOOR PLAN SCALE: 1/4" = 1' NOTES Community Development Department Planning Division — Cupertino CUPERTINO O APPROVED Case# TM-2021-006, R-202*110140tebeO45, .......... Approva '0 '5i1 -016, 14'-11" 18'-2 1/2" 5'-3 1/2" 23'-0" Approval Date 10/18/22 DESIGN STIJ®10 Signatur Brianne Harkousha Case Manager � - 6'-0" 6'-0" 6'-2 1/2" 4180 WATKINS WAY SAN DOSE, CA 95135 408.375,0041 REVISIONS ❑ ^I fE� K O I PLANTER These drawings are instruments of service&are the property of 08 Design Studio. 16'-10 1/2" All designs and other information on these drawings are for use on the specified 14'-0" project and shall not be used without the expressed written consent of 08 Design Studio. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. p UNCOVERED PATIO Contractors shall verify and be responsible for all dimensions and conditions shown z FAMILY ROOM by these drawings. LIVING ROOM DESIGN BY: CHAD NGUYEN LLJ l FOYER Q I I I OFFICE _T —I z o > PROJECT 0 0 PALX NTRY NEW SINGLE FAMILY HOUSES OWDE BATH 4 13'-8 1/2" cv -�„ IL 4'-0„ w o m z l O 11'-3 1 2" w o C) / N o DISTRICT 20'-0" v o v Q 9,-0„ �- l z � O N C3 z 12'-9 1/2 „ McCLELLAN - - - p ALE: 1/ 1 0 o GARAGE BEDRM 4 4 -o 00 l i o LA V O o _I N 20860 McCLELLAN RD. 11'-3 1/2" CVPERTINO, CALIFORNIA H i oOo H000H a SHEETCONTENTS w o _m I ol 12'-0„ loo 20'-7" 9'-3 1/2" 11'-7" 23'-11 1/2" 5-5 1/2" 4'-9 1/2" 12'-9" F 1 RST 88'-5" FLOOR PLAN GARAGE: 415 5F H1tI0N MAIN HOUSE: 1,695 5F APU: 600 SF. NOTES UNDERFLOORVENTCALCULATION LEGENDS PLAN 3 .FIREPLACE NOTES: PLUMBING NOTES: MECHANICAL NOTE: N DUCTS IN GARAGE PENETRATING THE WALLS AND CEILING OF AT SEPARATION CONRETE WALL EXTERIOR LANDING NOTE: LIVING AREA: MONESSEN GAS FIREPLACE OR EQUAL ALL WATER CLOSETS SHALL HAVE MAX 1.28 GPF ALL EXTERIOR THRESHOLD HEIGHT AT ALL EXTERIOR DOORS. A DOOR MAY OPEN AREA TO BE VENTED: 3008 SQFT.. MODEL BDV600N WALL SHALL BE CONSTRUCTED OF A MIN N0. 26 GAGE STEEL SHEET BUILT-OUT WALL / PV7 SHOWER AND TUB/SHOWER WALLS SHALL BE SMOOTH HARD NONABSORBENT AT A LANDING THAT IS NOT MORE THAN 7-3/4 LOWER THAN THE FLOOR LEVEL TOTAL AREA OF VENT REQUIRE: 20 SF. DATE 08-27-21 FIREPLACE SHALL BE FACTORY-BUILT AND SHALL BE LISTED, LABELED AND SHALL SURFACE OVER A MOISTURE RESISTANT UNDERLAYMENT TO HEIGHT OF 72 INCHES VENTILATION FOR MECHANICAL CLOTHS DRYERS SHALL BE VENTED TO OUTSITE IF THE DOOR DOES NOT SWING OVER THE LANDING. 1 HR. FIRE RATED WALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURER'S ABOVE THE DRAIN INLET. WATER-RESISTANT BACKING BOARD SHALL NOT BE 1" FLOOR LEVEL DIFFERENT IF DOOR SWING OVER LANDING TOTAL VENT REQUIRE: INSTALLATION INSTRUCTIONS. USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS. VENT TYPE: 8"X14" - .75 SF. ____----- SOUND INSULATED WALL SCALE AS SHOWN RAIL AND GUARDRAIL NOTE: 20 / .75 - 27 VENTS NEW 2X4 STUD WALL PLUMBING VENTS TO BE MINIMUM 3 FEET ABOVE OR 10 FEET AWAY FROM ALL OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT .DRYER NOTES: OPERABLE SKYLIGHTS. A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A TOTAL VENT PROVIDE: 27 VENTS NEW 2X6 STUD WALL )O B 2021 EXHAUST AIR VENT FOR DRYER TERMINATES TO THE OUTSIDE OF BUILDING MIN. 3 FEET CONTRACTOR TO PROVIDE LAUNDRY TRAY - LAMBRO 1780 HEAVY DUTY HEIGHT OF 42 INCHES. FROM ANY OPENING. LAUNDRY TRAY OR EQUAL. PROVIDE MIN. OF 1 2" GYPBOARD UNDER STAIR CEILING NOTES: PROVIDE 1/4" WIRE MESH TO TEMPERED GLASS / COVER EACH VENT t SHEET SHUTOFF VALVE FOR GAS LOCATED OUTSIDE THE FIREBOX AND WITHIN WROUGHT IRON HANDRAIL/ GUARDRAIL INSTALL PER MANUFACTURE 3 FT. OF THE APPLIANCE. WRITTEN RECOMMENDATIONS �E EMERGENCY EGRESS WINDOW OR DOOR SEE ELEVATIONS SHEET A3.1 AND A3.2 FOR VENT LOCATIONS. A .ter f 1C FIRST FLOOR PLAN SCALE: 1/4" = 1' NOTES Community Development Department Planning Division - Cupertino CUPERTINO O APPROVED 88>_5» Case# TM-2021-006, R-2024R@40 ftebeO455 00, 20 -7 9'-3 1/2" 11'-7" 23'-11 1/2" 5-5 1/2" 00, 4'-9 1/2" 12'-9" R - �WI0115 -016Approva l72tcl ' Approval Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SAN DOSE, CA 95135 11 408.375,0041 0 _I REVISIONS 0 I I w 0 00 ° El 11'-3 1/2" F OHO p in These drawings are instruments of service&are the property of 08 Design Studio. o LA U 0 0 l All designs and other information on these drawings are for use on the specified N 4'—0 project and shall not be used without the expressed written consent of 08 Design � ® N Studio. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. N GA RAG E B E P RM 4 o Contractors shall verify and be responsible for all dimensions and conditions shown 0 12r-9 1/2„ by these drawings. 0 CJZ 9 -o,, DESIGN BY: CHAP NGUYEN 20'—0 w l \ Ooo 11'-3 1/2" 2 V N 9'-01, I Q o z —0" 4'-0" p O0 N 13'-8 1/2» O W D E BATH 4 LLJ PROJECT .",/7 PANTRY cfl o ° I z NEW SINGLE FAMILY HOUSES > OFFICE z - DISTRICT N FOYER Ln 0\ McCLELLAN Q LIVING ROOM FAMILY 00 SCALE: 1/4" = 1'-0' � AM ROOM 0 14'-0" UNCOVERED PATIO 16'-10 1/2" I I I 20860 McCLELLAN RD. PLANTER CUPEIRTINO, CALIFORNIA SHEETCONTENTS I 6'-0" 6'-0" 6'-2 1/2" 14'-11" 18'-2 1/2" 5-3 1/2" 23'-0" FI RST FLOOR PLAN GARAGE: 415 SF HJAIDN MAIN HOUSE: 1,695 SF - ADU: 600 SF. NOTES UNDERFLOORVENTCALCULATION LEGENDS PLAN 4 .FIREPLACE NOTES: PLUMBING NOTES: MECHANICAL NOTE: N DUCTS IN GARAGE PENETRATING THE WALLS AND CEILING OF AT SEPARATION CONRETE WALL EXTERIOR LANDING NOTE: LIVING AREA: MONESSEN GAS FIREPLACE OR EQUAL ALL WATER CLOSETS SHALL HAVE MAX 1.28 GPF ALL EXTERIOR THRESHOLD HEIGHT AT ALL EXTERIOR DOORS. A DOOR MAY OPEN AREA TO BE VENTED: 3008 SQFT.. MODEL BDV600N WALL SHALL BE CONSTRUCTED OF A MIN N0. 26 GAGE STEEL SHEET BUILT-OUT WALL / PV7 SHOWER AND TUB/SHOWER WALLS SHALL BE SMOOTH HARD NONABSORBENT AT A LANDING THAT IS NOT MORE THAN 7-3/4 LOWER THAN THE FLOOR LEVEL TOTAL AREA OF VENT REQUIRE: 20 SF. DATE 08-27-21 FIREPLACE SHALL BE FACTORY-BUILT AND SHALL BE LISTED, LABELED AND SHALL SURFACE OVER A MOISTURE RESISTANT UNDERLAYMENT TO HEIGHT OF 72 INCHES VENTILATION FOR MECHANICAL CLOTHS DRYERS SHALL BE VENTED TO OUTSITE IF THE DOOR DOES NOT SWING OVER THE LANDING. 1 HR. FIRE RATED WALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURER'S ABOVE THE DRAIN INLET. WATER-RESISTANT BACKING BOARD SHALL NOT BE 1" FLOOR LEVEL DIFFERENT IF DOOR SWING OVER LANDING TOTAL VENT REQUIRE: INSTALLATION INSTRUCTIONS. USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS. VENT TYPE: 8"X14" - .75 SF. ____----- SOUND INSULATED WALL SCALE AS SHOWN RAIL AND GUARDRAIL NOTE: 20 / .75 - 27 VENTS NEW 2X4 STUD WALL PLUMBING VENTS TO BE MINIMUM 3 FEET ABOVE OR 10 FEET AWAY FROM ALL OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT .DRYER NOTES: OPERABLE SKYLIGHTS. A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A TOTAL VENT PROVIDE: 27 VENTS NEW 2X6 STUD WALL )O B 2021 EXHAUST AIR VENT FOR DRYER TERMINATES TO THE OUTSIDE OF BUILDING MIN. 3 FEET CONTRACTOR TO PROVIDE LAUNDRY TRAY - LAMBRO 1780 HEAVY DUTY HEIGHT OF 42 INCHES. FROM ANY OPENING. LAUNDRY TRAY OR EQUAL. PROVIDE MIN. OF 1 2" GYPBOARD UNDER STAIR CEILING NOTES: PROVIDE 1/4" WIRE MESH TO TEMPERED GLASS / COVER EACH VENT t SHEET SHUTOFF VALVE FOR GAS LOCATED OUTSIDE THE FIREBOX AND WITHIN WROUGHT IRON HANDRAIL/ GUARDRAIL INSTALL PER MANUFACTURE 3 FT. OF THE APPLIANCE. WRITTEN RECOMMENDATIONS �E EMERGENCY EGRESS WINDOW OR DOOR SEE ELEVATIONS SHEET A3.1 AND A3.2 FOR VENT LOCATIONS. �.r • FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" NOTES Community Development Department 67'-0 1/2" Planning Division - Cupertino CUPERTINO APPROVED 13'-8" 7'-11" 6'-4" 6'-0'$ 6'-9 1/2" 6'-5 1/2" 19'-10 1/2" Case# TM-2021-006, R-2024 0 ftebkI01145, R -� W015 -016Approva O2ltncil ' Approval Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SAN DOSE, CA 95135 13'—8" N 408.575,0041 I '— REVISIONS < Zo O TV O I l 00 I 00 VNCO EREP PATIO These drawings are instruments of service&are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design Studio. Written dimensions on these drawings shall have precedence over scaled %///T4 dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown by these drawings. I I N DESIGN BY: CHAP NGUYEN W 00?J AI I W dJ `� Co 26'-4" 36' CABINET 36"CABINET 15'-3" P RO)ECT 7� >< V, w _ � O D� w ° Q N � v= N r) = I O D o NEW SINGLE FAMILY HOUSES z 7 DNINIa 36"CABINET 'ID '1H Ob nill ,j\F I I O D PISTkICT N QCN \ McCLELLAN oD r - �' 19'-5" l Ir - �I I I (E) V -�'iz 1 X n� IL °° �1- < L — J I OO I O NAHJoI>I 20860 McCLELLAN RD. EI I CUPERTINO, CALIFORNIA 0 > l N I N \ o L) —� D ° o I 00 12'-1 1/2" o 04 n Z I I SH EET CONTENTS N m ^ n I I � � I G O I I O O O 10e-0ee H000- 20'-0" N o In \ Ln I o �n Fl RST IN IN IN FLOOR PLAN 20'-7" 9'-1 1/2" 27'-1 1/2" 10'-5 1/2" 4'_5°° 5-5 1/2" H=LMON 77'-2" NOTES UNDERFLOOR VENT CALCULATION LFGFNPS PLAN 5 .FIREPLACE NOTES: PLUMBING NOTES: MECHANICAL NOTE:DUCTS IN GARAGE PENETRATING THE WALLS AND CEILING OF AT SEPARATION CONRETE WALL EXTERIOR LANDING NOTE: LIVING AREA: MONESSEN GAS FIREPLACE OR EQUAL ALL WATER CLOSETS SHALL HAVE MAX 1.28 GPF ALL EXTERIOR THRESHOLD HEIGHT AT ALL EXTERIOR DOORS. A DOOR MAY OPEN AREA TO BE VENTED: 3008 SQFT.. MODEL BDV600N PV7 WALL SHALL BE CONSTRUCTED OF A MIN N0. 26 GAGE STEEL SHEET BUILT-OUT WALL / AT A LANDING THAT IS NOT MORE THAN 7-3/4 LOWER THAN THE FLOOR LEVEL TOTAL AREA OF VENT REQUIRE: 20 SF. DATE 08-27-21 SHOWER AND TUB/SHOWER WALLS SHALL BE SMOOTH HARD NONABSORBENT FIREPLACE SHALL BE FACTORY-BUILT AND SHALL BE LISTED, LABELED AND SHALL SURFACE OVER A MOISTURE RESISTANT UNDERLAYMENT TO HEIGHT OF 72 INCHES VENTILATION FOR MECHANICAL CLOTHS DRYERS SHALL BE VENTED TO OUTSITE IF THE DOOR DOES NOT SWING OVER THE LANDING. 1 HR. FIRE RATED WALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURER'S ABOVE THE DRAIN INLET. WATER-RESISTANT BACKING BOARD SHALL NOT BE 1" FLOOR LEVEL DIFFERENT IF DOOR SWING OVER LANDING TOTAL VENT REQUIRE: INSTALLATION INSTRUCTIONS. USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS. VENT TYPE: 8"X14" - .75 SF. ____----- SOUND INSULATED WALL SCALE AS SHOWN RAIL AND GUARDRAIL NOTE: 20 / .75 - 27 VENTS NEW 2X4 STUD WALL PLUMBING VENTS TO BE MINIMUM 3 FEET ABOVE OR 10 FEET AWAY FROM ALL OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT .DRYER NOTES: OPERABLE SKYLIGHTS. A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A TOTAL VENT PROVIDE: 27 VENTS NEW 2X6 STUD WALL )O B 2021 EXHAUST AIR VENT FOR DRYER TERMINATES TO THE OUTSIDE OF BUILDING MIN. 3 FEET CONTRACTOR TO PROVIDE LAUNDRY TRAY - LAMBRO 1780 HEAVY DUTY HEIGHT OF 42 INCHES. FROM ANY OPENING. LAUNDRY TRAY OR EQUAL. PROVIDE MIN. OF 1/2" GYPBOARD UNDER STAIR CEILING NOTES: PROVIDE 1/4" WIRE MESH TO TEMPERED GLASS / COVER EACH VENT t SHEET SHUTOFF VALVE FOR GAS LOCATED OUTSIDE THE FIREBOX AND WITHIN WROUGHT IRON HANDRAIL/ GUARDRAIL INSTALL PER MANUFACTURE 3 FT. OF THE APPLIANCE. WRITTEN RECOMMENDATIONS �E EMERGENCY EGRESS WINDOW OR DOOR SEE ELEVATIONS SHEET A3.1 AND A3.2 FOR VENT LOCATIONS. FIRST FLOOR PLAN SCALE: 1/4" -0" NOTES Community Development Department 93'-7" Planning Division — Cupertino 15-10 1/2" 9'-3 1/2" 5'-3 1/2" 11'-3 1/2" 30'-4" 21'-6" CUPERTINO APPROVED Case# TM-2021-006, R-202*110140tebkO45, R -� W015 -016Approva O2ltncil ' DESIGN STUDIO Approval10/18/22 Signatur Brianne Harkousha Case Manager 11 -0 4180 WATKINS WAY SAN)OSE, CA 95135 408.375,0041 o BATH 5 REVISIONS O ° � - B000 I I KITCHEN 001 �I o N These drawings are instruments of service&are the property of 08 Design Studio. J. MASTER B E D RM 4 I O All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design O „ Studio. Written dimensions on these drawings shall have precedence over scaled r� C) 10 —0 A D U dimensions. Contractors shall verify and be precedence over scaled dimensions. I Contractors shall verify and be responsible for all dimensions and conditions shown 4'—0 _ by these drawings. (fl o 1_00 15'-1 1/2" 1 N OO N oo LAU. 00 �7 DESIGN BY: CHAP NGUYEN BATH 4 z 0 PANTRY 14'-4 1/2" 0 18 -7 51-7 oe 4— O 8'-9 1/2" 5'-O" 16'-10 1/2" 20'-2" CID PRO)ECT oo I rn N a, 0) 4 —0 I N NEW SINGLE FAMILY HOUSES K' o 10'-2" I 20'-0" 8'-2 1/2" 14'-0" '-4' 19'-7" Le I II PISTkICT I II FAMILY ROOM FOYER McCLELLAN GARAGE l _ 0 0 _ N N LIVING ROOM UNCOVERED PATIO N N 20860 McCLELLAN RD. CUPEIRTINO, CALIFORNIA SHEET CONTENTS Nil F1 RST 20'-9" 7'-9" 15-4" Ilk 20'-0 1/2" 31'-2 1/2" FLOOR PLAN 95-1" HJAIDN GARAGE: 415 SF MAIN HOUSE: 2,189 SF A P U: 560 SF NOTES UNPERFLOORVENTCALCULATION LEGENDS PLAN 6 .FIREPLACE NOTES: PLUMBING NOTES: MECHANICAL NOTE: N DUCTS IN GARAGE PENETRATING THE WALLS AND CEILING OF AT SEPARATION CONRETE WALL EXTERIOR LANDING NOTE: LIVING AREA: MONESSEN GAS FIREPLACE OR EQUAL ALL WATER CLOSETS SHALL HAVE MAX 1.28 GPF ALL EXTERIOR THRESHOLD HEIGHT AT ALL EXTERIOR DOORS. A DOOR MAY OPEN AREA TO BE VENTED: 3008 SQFT.. MODEL BDV600N PV7 WALL SHALL BE CONSTRUCTED OF A MIN N0. 26 GAGE STEEL SHEET BUILT-OUT WALL / AT A LANDING THAT IS NOT MORE THAN 7-3/4 LOWER THAN THE FLOOR LEVEL TOTAL AREA OF VENT REQUIRE: 20 SF. DATE 08-27-21 SHOWER AND TUB/SHOWER WALLS SHALL BE SMOOTH HARD NONABSORBENT FIREPLACE SHALL BE FACTORY-BUILT AND SHALL BE LISTED, LABELED AND SHALL SURFACE OVER A MOISTURE RESISTANT UNDERLAYMENT TO HEIGHT OF 72 INCHES VENTILATION FOR MECHANICAL CLOTHS DRYERS SHALL BE VENTED TO OUTSITE IF THE DOOR DOES NOT SWING OVER THE LANDING. 1 HR. FIRE RATED WALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURER'S ABOVE THE DRAIN INLET. WATER-RESISTANT BACKING BOARD SHALL NOT BE 1" FLOOR LEVEL DIFFERENT IF DOOR SWING OVER LANDING TOTAL VENT REQUIRE: INSTALLATION INSTRUCTIONS. USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS. VENT TYPE: 8"X14" - .75 SF. ____----- SOUND INSULATED WALL SCALE AS SHOWN RAIL AND GUARDRAIL NOTE: 20 / .75 - 27 VENTS NEW 2X4 STUD WALL PLUMBING VENTS TO BE MINIMUM 3 FEET ABOVE OR 10 FEET AWAY FROM ALL OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT .DRYER NOTES: OPERABLE SKYLIGHTS. A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A TOTAL VENT PROVIDE: 27 VENTS NEW 2X6 STUD WALL )O B 2021 EXHAUST AIR VENT FOR DRYER TERMINATES TO THE OUTSIDE OF BUILDING MIN. 3 FEET CONTRACTOR TO PROVIDE LAUNDRY TRAY - LAMBRO 1780 HEAVY DUTY HEIGHT OF 42 INCHES. FROM ANY OPENING. LAUNDRY TRAY OR EQUAL. PROVIDE MIN. OF 1 2" GYPBOARD UNDER STAIR CEILING NOTES: PROVIDE 1/4" WIRE MESH TO TEMPERED GLASS / COVER EACH VENT t SHEET SHUTOFF VALVE FOR GAS LOCATED OUTSIDE THE FIREBOX AND WITHIN WROUGHT IRON HANDRAIL/ GUARDRAIL INSTALL PER MANUFACTURE 3 FT. OF THE APPLIANCE. WRITTEN RECOMMENDATIONS �E EMERGENCY EGRESS WINDOW OR DOOR SEE ELEVATIONS SHEET A3.1 AND A3.2 FOR VENT LOCATIONS. .ter f FIRST FLOOR PLAN SCALE: 1/4" NOTES Community Development Department Planning Division — Cupertino CUPERTINO O APPROVED Case# TM-2021-006, R-202*110140tebeO45, R -� W0115 -016Approva f31?y2ltcil ' Approval Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SAN)OSE, CA 95135 408.375.0041 60'-3" 7'-1 1/2" 10'-3 1/2" 13'-3 1 2" 13'-10 1/2" 7'_6" 15-3 1/2" REVISIONS 11 ol U 0 E:M 0 These drawings are instruments of service&are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified in project and shall not be used without the expressed written consent of 08 Design LO Studio. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. o Contractors shall verify and be responsible for all dimensions and conditions shown � p p by these drawings. l I I o N 9'-5 1/2" 7'-2 1/2"V L, I [A o DESIGN BY: CHAR NGUYEN I l LO 10 G 14'-10" ol N 11'-3" I I 11'-0" 5-2 1/2" 16'-5 1/2" o N PROJECT I I 4' 8' 4'-0" NEW SINGLE FAMILY HOUSES o � 00 ol \ 14'-0'2 / '-4' V 18'-1 1/2" 0 DISTRICT vv �� OPEN 1794ELOW McCLELLAN \1/2 00 11 -8 OPEN TO BELO�/V v / 20860 McCLELLAN RD. n \ CUPEIRTINO, CALIFORNIA 14'—7" 5'—A: 20'-4" cp �/ v �� SHEETCONTENTS 0 co LI \ 12'-8" 6'-6" 6'-0" 6'-11 1/2" 6°_0°' AREA: 1,327 SF SECOND H=LMON FLOOR PLAN NOTES UNDFRFLOORVFNTCALCULATION LEGENDS PLAN I .FIREPLACE NOTES: PLUMBING NOTES: MECHANICAL NOTE: N DUCTS IN GARAGE PENETRATING THE WALLS AND CEILING OF AT SEPARATION CONRETE WALL EXTERIOR LANDING NOTE: LIVING AREA: MONESSEN GAS FIREPLACE OR EQUAL ALL WATER CLOSETS SHALL HAVE MAX 1.28 GPF ALL EXTERIOR THRESHOLD HEIGHT AT ALL EXTERIOR DOORS. A DOOR MAY OPEN AREA TO BE VENTED: 3008 SQFT.. MODEL BDV600N PV7 WALL SHALL BE CONSTRUCTED OF A MIN N0. 26 GAGE STEEL SHEET BUILT-OUT WALL / AT A LANDING THAT IS NOT MORE THAN 7-3/4 LOWER THAN THE FLOOR LEVEL TOTAL AREA OF VENT REQUIRE: 20 SF. DATE 08-27-21 SHOWER AND TUB/SHOWER WALLS SHALL BE SMOOTH HARD NONABSORBENT FIREPLACE SHALL BE FACTORY-BUILT AND SHALL BE LISTED, LABELED AND SHALL SURFACE OVER A MOISTURE RESISTANT UNDERLAYMENT TO HEIGHT OF 72 INCHES VENTILATION FOR MECHANICAL CLOTHS DRYERS SHALL BE VENTED TO OUTSITE IF THE DOOR DOES NOT SWING OVER THE LANDING. 1 HR. FIRE RATED WALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURER'S ABOVE THE DRAIN INLET. WATER-RESISTANT BACKING BOARD SHALL NOT BE 1" FLOOR LEVEL DIFFERENT IF DOOR SWING OVER LANDING TOTAL VENT REQUIRE: INSTALLATION INSTRUCTIONS. USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS. VENT TYPE: 8"X14" - .75 SF. ____----- SOUND INSULATED WALL SCALE AS SHOWN RAIL AND GUARDRAIL NOTE: 20 / .75 - 27 VENTS NEW 2X4 STUD WALL PLUMBING VENTS TO BE MINIMUM 3 FEET ABOVE OR 10 FEET AWAY FROM ALL OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT .DRYER NOTES: OPERABLE SKYLIGHTS. A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A TOTAL VENT PROVIDE: 27 VENTS NEW 2X6 STUD WALL )O B 2021 EXHAUST AIR VENT FOR DRYER TERMINATES TO THE OUTSIDE OF BUILDING MIN. 3 FEET CONTRACTOR TO PROVIDE LAUNDRY TRAY - LAMBRO 1780 HEAVY DUTY HEIGHT OF 42 INCHES. FROM ANY OPENING. LAUNDRY TRAY OR EQUAL. PROVIDE MIN. OF 1 2" GYPBOARD UNDER STAIR CEILING NOTES: PROVIDE 1/4" WIRE MESH TO TEMPERED GLASS / COVER EACH VENT t SHEET SHUTOFF VALVE FOR GAS LOCATED OUTSIDE THE FIREBOX AND WITHIN WROUGHT IRON HANDRAIL/ GUARDRAIL INSTALL PER MANUFACTURE 3 FT. OF THE APPLIANCE. WRITTEN RECOMMENDATIONS �E EMERGENCY EGRESS WINDOW OR DOOR SEE ELEVATIONS SHEET A3.1 AND A3.2 FOR VENT LOCATIONS. A .ter f 2a SECOND FLOOR PLAN SCALE: 1/4" -0" NOTES Community Development Department Planning Division — Cupertino CUPERTINO O APPROVED Case# TM-2021-006, R-202*110140tebeO45, R -� W0115 -016Approva f31?y2ltcil ' Approval Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SAN DOSE, CA 95135 408.375,0041 19'-7" 14'-11 6'-0" 6'-0" 6'-2 1/2" REVISIONS 14'-3 1/2" 5-3 1/2" O These drawings are instruments of service h are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design Studio. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. \ / Contractors shall verify and be responsible for all dimensions and conditions shown by these drawings. DESIGN BY: CHAP NGUYEN OPEN TO�ELOW i N o 14'-0" �� OPEN;TO BELOW 4'-0" o i i P RO)ECT i "'Sk NEW SINGLE FAMILY HOUSES Ln 1'-0" N Ln 04 C14 I _ = DISTRICT N 10/ 1 r o 13'-4" McCLELLAN N O � I j LO 0 20860 McCLELLAN RD. CUPEIRTINO, CALIFORNIA N \ LO I LO oix SHEETCONTENTS 7'-5" 9'-8 1/2" 13'-4" 13'-1Opp 7'-6" 14'-1" 58'-5 1/2" AREA: 1,275 S F SECOND FLOOR PLAN HJLtJ0N NOTES UNDERFLOORVENTCALCULATION LEGENDS PLAN 2 .FIREPLACE NOTES: PLUMBING NOTES: MECHANICAL NOTE: N DUCTS IN GARAGE PENETRATING THE WALLS AND CEILING OF AT SEPARATION CONRETE WALL EXTERIOR LANDING NOTE: LIVING AREA: MONESSEN GAS FIREPLACE OR EQUAL ALL WATER CLOSETS SHALL HAVE MAX 1.28 GPF ALL EXTERIOR THRESHOLD HEIGHT AT ALL EXTERIOR DOORS. A DOOR MAY OPEN AREA TO BE VENTED: 3008 SQFT.. MODEL BDV600N PV7 WALL SHALL BE CONSTRUCTED OF A MIN N0. 26 GAGE STEEL SHEET BUILT-OUT WALL / AT A LANDING THAT IS NOT MORE THAN 7-3/4 LOWER THAN THE FLOOR LEVEL TOTAL AREA OF VENT REQUIRE: 20 SF. DATE 08-27-21 SHOWER AND TUB/SHOWER WALLS SHALL BE SMOOTH HARD NONABSORBENT FIREPLACE SHALL BE FACTORY-BUILT AND SHALL BE LISTED, LABELED AND SHALL SURFACE OVER A MOISTURE RESISTANT UNDERLAYMENT TO HEIGHT OF 72 INCHES VENTILATION FOR MECHANICAL CLOTHS DRYERS SHALL BE VENTED TO OUTSITE IF THE DOOR DOES NOT SWING OVER THE LANDING. 1 HR. FIRE RATED WALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURER'S ABOVE THE DRAIN INLET. WATER-RESISTANT BACKING BOARD SHALL NOT BE 1" FLOOR LEVEL DIFFERENT IF DOOR SWING OVER LANDING TOTAL VENT REQUIRE: INSTALLATION INSTRUCTIONS. USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS. VENT TYPE: 8"X14" - .75 SF. ____----- SOUND INSULATED WALL SCALE AS SHOWN RAIL AND GUARDRAIL NOTE: 20 / .75 - 27 VENTS NEW 2X4 STUD WALL PLUMBING VENTS TO BE MINIMUM 3 FEET ABOVE OR 10 FEET AWAY FROM ALL OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT .DRYER NOTES: OPERABLE SKYLIGHTS. A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A TOTAL VENT PROVIDE: 27 VENTS NEW 2X6 STUD WALL )O B 2021 EXHAUST AIR VENT FOR DRYER TERMINATES TO THE OUTSIDE OF BUILDING MIN. 3 FEET CONTRACTOR TO PROVIDE LAUNDRY TRAY - LAMBRO 1780 HEAVY DUTY HEIGHT OF 42 INCHES. FROM ANY OPENING. LAUNDRY TRAY OR EQUAL. PROVIDE MIN. OF 1/2" GYPBOARD UNDER STAIR CEILING NOTES: PROVIDE 1/4" WIRE MESH TO TEMPERED GLASS / COVER EACH VENT t SHEET SHUTOFF VALVE FOR GAS LOCATED OUTSIDE THE FIREBOX AND WITHIN WROUGHT IRON HANDRAIL/ GUARDRAIL INSTALL PER MANUFACTURE 3 FT. OF THE APPLIANCE. WRITTEN RECOMMENDATIONS �E EMERGENCY EGRESS WINDOW OR DOOR SEE ELEVATIONS SHEET A3.1 AND A3.2 FOR VENT LOCATIONS. .ter ?' 62b SECOND FLOOR PLAN SCALE: 1/4" -0" N OTES Community Development Department Planning Division — Cupertino CUPERTINO O APPROVED Case# TM-2021-006, R-202*110140tebeO45, R -� W0115 -016Approva f31?y2ltcil ' Approval Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SAN DOSE, CA 95135 408.375,0041 19'-7" 14'-11 6'-0" 6'-0" 6'-2 1/2" REVISIONS 14'-3 1/2" 5-3 1/2" O These drawings are instruments of service h are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design Studio. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. \ / Contractors shall verify and be responsible for all dimensions and conditions shown by these drawings. DESIGN BY: CHAP NGUYEN OPEN TO�ELOW i N o 14'-0" �� OPEN;TO BELOW 4'-0" o i i P RO)ECT i "'Sk NEW SINGLE FAMILY HOUSES Ln 1'-0" N Ln 04 C14 I _ = DISTRICT N 10/ 1 r o 13'-4" McCLELLAN N O � I j LO 0 20860 McCLELLAN RD. CUPERTINO, CALIFORNIA N \ LO I LO oix SHEETCONTENTS 7'-5" 9'-8 1/2" 13'-4" 13'-1Opp 7'-6" 14'-1" 58'-5 1/2" AREA: 1,275 S F SECOND FLOOR PLAN H=LMON NOTES UNDERFLOORVENTCALCULATION LEGENDS PLAN 3 .FIREPLACE NOTES: PLUMBING NOTES: MECHANICAL NOTE: N DUCTS IN GARAGE PENETRATING THE WALLS AND CEILING OF AT SEPARATION CONRETE WALL EXTERIOR LANDING NOTE: LIVING AREA: MONESSEN GAS FIREPLACE OR EQUAL ALL WATER CLOSETS SHALL HAVE MAX 1.28 GPF ALL EXTERIOR THRESHOLD HEIGHT AT ALL EXTERIOR DOORS. A DOOR MAY OPEN AREA TO BE VENTED: 3008 SQFT.. MODEL BDV600N PV7 WALL SHALL BE CONSTRUCTED OF A MIN N0. 26 GAGE STEEL SHEET BUILT-OUT WALL / AT A LANDING THAT IS NOT MORE THAN 7-3/4 LOWER THAN THE FLOOR LEVEL TOTAL AREA OF VENT REQUIRE: 20 SF. DATE 08-27-21 SHOWER AND TUB/SHOWER WALLS SHALL BE SMOOTH HARD NONABSORBENT FIREPLACE SHALL BE FACTORY-BUILT AND SHALL BE LISTED, LABELED AND SHALL SURFACE OVER A MOISTURE RESISTANT UNDERLAYMENT TO HEIGHT OF 72 INCHES VENTILATION FOR MECHANICAL CLOTHS DRYERS SHALL BE VENTED TO OUTSITE IF THE DOOR DOES NOT SWING OVER THE LANDING. 1 HR. FIRE RATED WALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURER'S ABOVE THE DRAIN INLET. WATER-RESISTANT BACKING BOARD SHALL NOT BE 1" FLOOR LEVEL DIFFERENT IF DOOR SWING OVER LANDING TOTAL VENT REQUIRE: INSTALLATION INSTRUCTIONS. USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS. VENT TYPE: 8"X14" - .75 SF. ____----- SOUND INSULATED WALL SCALE AS SHOWN RAIL AND GUARDRAIL NOTE: 20 / .75 - 27 VENTS NEW 2X4 STUD WALL PLUMBING VENTS TO BE MINIMUM 3 FEET ABOVE OR 10 FEET AWAY FROM ALL OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT .DRYER NOTES: OPERABLE SKYLIGHTS. A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A TOTAL VENT PROVIDE: 27 VENTS NEW 2X6 STUD WALL )O B 2021 EXHAUST AIR VENT FOR DRYER TERMINATES TO THE OUTSIDE OF BUILDING MIN. 3 FEET CONTRACTOR TO PROVIDE LAUNDRY TRAY - LAMBRO 1780 HEAVY DUTY HEIGHT OF 42 INCHES. FROM ANY OPENING. LAUNDRY TRAY OR EQUAL. PROVIDE MIN. OF 1/2" GYPBOARD UNDER STAIR CEILING NOTES: PROVIDE 1/4" WIRE MESH TO TEMPERED GLASS / COVER EACH VENT t SHEET SHUTOFF VALVE FOR GAS LOCATED OUTSIDE THE FIREBOX AND WITHIN WROUGHT IRON HANDRAIL/ GUARDRAIL INSTALL PER MANUFACTURE 3 FT. OF THE APPLIANCE. WRITTEN RECOMMENDATIONS �E EMERGENCY EGRESS WINDOW OR DOOR SEE ELEVATIONS SHEET A3.1 AND A3.2 FOR VENT LOCATIONS. A .ter ' 62C SECOND FLOOR PLAN SCALE: 1/4" -0" NOTES Community Development Department Planning Division — Cupertino CUPERTINO O APPROVED Case# TM-2021-006, R-202*110140tebeO45, R -� -015 -016 Approva iO 2ltncil ' Approval Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SAN DOSE, CA 95135 408.575,0041 REVISIONS 58'-5 1/2" 7'-5" 9'-8 1/2" 13'-4" 13'-10" 7'-6" 14'-1" (D These drawings are instruments of service&are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design LO U Studio. Written dimensions on these drawings shall have precedence over scaled l dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown LO IX by these drawings. G DESIGN BY: CHAD NGUYEN cV \ O l I l 13'-4" Ln 0 N CV P RO)ECT 00 I ^I N CV \ I NEW SINGLE FAMILY HOUSES i DISTRICT o 14'-0„ / � OPEN�fO BELOW McCLELLAN 11'-5" �� �� I I , � � 100 OPEN TOxB�ELOW i 20860 McCLELLAN RD. i CUPEIRTINO, CALIFORNIA SHEETCONTENTS I � � L — J 14 -3 1 2 5 -3 1 2 19'-7" 14'-11" 6'-0" 6'-o" Ilk 6'-2 1/2" Ilk Ilk AREA: 1,275 5F SECOND FLOOR PLAN HJLMON NOTES UNDERFLOORVENTCALCULATION LEGENDS PLAN 4 .FIREPLACE NOTES: PLUMBING NOTES: MECHANICAL NOTE: N DUCTS IN GARAGE PENETRATING THE WALLS AND CEILING OF AT SEPARATION CONRETE WALL EXTERIOR LANDING NOTE: LIVING AREA: MONESSEN GAS FIREPLACE OR EQUAL ALL WATER CLOSETS SHALL HAVE MAX 1.28 GPF ALL EXTERIOR THRESHOLD HEIGHT AT ALL EXTERIOR DOORS. A DOOR MAY OPEN AREA TO BE VENTED: 3008 SQFT.. MODEL BDV600N PV7 WALL SHALL BE CONSTRUCTED OF A MIN N0. 26 GAGE STEEL SHEET BUILT-OUT WALL / AT A LANDING THAT IS NOT MORE THAN 7-3/4 LOWER THAN THE FLOOR LEVEL TOTAL AREA OF VENT REQUIRE: 20 SF. DATE 08-27-21 SHOWER AND TUB/SHOWER WALLS SHALL BE SMOOTH HARD NONABSORBENT FIREPLACE SHALL BE FACTORY-BUILT AND SHALL BE LISTED, LABELED AND SHALL SURFACE OVER A MOISTURE RESISTANT UNDERLAYMENT TO HEIGHT OF 72 INCHES VENTILATION FOR MECHANICAL CLOTHS DRYERS SHALL BE VENTED TO OUTSITE IF THE DOOR DOES NOT SWING OVER THE LANDING. 1 HR. FIRE RATED WALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURER'S ABOVE THE DRAIN INLET. WATER-RESISTANT BACKING BOARD SHALL NOT BE 1" FLOOR LEVEL DIFFERENT IF DOOR SWING OVER LANDING TOTAL VENT REQUIRE: INSTALLATION INSTRUCTIONS. USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS. VENT TYPE: 8"X14" - .75 SF. ____----- SOUND INSULATED WALL SCALE AS SHOWN RAIL AND GUARDRAIL NOTE: 20 / .75 - 27 VENTS NEW 2X4 STUD WALL PLUMBING VENTS TO BE MINIMUM 3 FEET ABOVE OR 10 FEET AWAY FROM ALL OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT .DRYER NOTES: OPERABLE SKYLIGHTS. A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A TOTAL VENT PROVIDE: 27 VENTS NEW 2X6 STUD WALL )O B 2021 EXHAUST AIR VENT FOR DRYER TERMINATES TO THE OUTSIDE OF BUILDING MIN. 3 FEET CONTRACTOR TO PROVIDE LAUNDRY TRAY - LAMBRO 1780 HEAVY DUTY HEIGHT OF 42 INCHES. FROM ANY OPENING. LAUNDRY TRAY OR EQUAL. PROVIDE MIN. OF 1 2" GYPBOARD UNDER STAIR CEILING NOTES: PROVIDE 1/4" WIRE MESH TO TEMPERED GLASS / COVER EACH VENT t SHEET SHUTOFF VALVE FOR GAS LOCATED OUTSIDE THE FIREBOX AND WITHIN WROUGHT IRON HANDRAIL/ GUARDRAIL INSTALL PER MANUFACTURE 3 FT. OF THE APPLIANCE. WRITTEN RECOMMENDATIONS �E EMERGENCY EGRESS WINDOW OR DOOR SEE ELEVATIONS SHEET A3.1 AND A3.2 FOR VENT LOCATIONS. SECOND FLOOR PLAN SCALE: 1/4" -0" NOTES Community Development Department Planning Division — Cupertino CUPERTINO O APPROVED Case# TM-2021-006, 50'-9 1/2" O R-2024PJ040ftrn 55 3'-7 1/2" 21'-7" 25'-7" R - W015 -016Approva l7Lltcll ' Approval Date 10/18/22 13'-8" 7'-11„ DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SAN DOSE, CA 95135 408.575,0041 Fi REVISIONS ol _4 BEDRM 4 9 FT. C L. I I N These drawings are instruments of service&are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design Studio. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. N Contractors shall verify and be responsiblefor all dimensions and conditions shown by these drawings. 0 DESIGN BY: CHAD NGUYEN BATH 3 � N N 9 FT. C L. I C)_ co 8,-6» 5-7 1/2„ 7'-0" P RO)ECT oo HALLWAY 11'-8 1/2" \ 9 FT. CL. AT H 2 9 FT. C L. NEW SINGLE FAMILY HOUSES OFFICE/ N BEDRM 3 ° I l N 9 FT. C L. 0 DISTRICT 0 14'-01, McCLELLAN 01/ '-0" 7'-2 1/2» M. BEDRM ^ 9 FT. C L. 04 M. BATH 0) 20860 McCLELLAN RD. 9 FT. C L. l r CUPERTINO, CALIFORNIA o T BEDRM 2 WIC 9 FT. C L. 9 FT. C L. SHEET CONTENTS 0 13'-9" 9'-7 1/2" 3'-5 1/2" 7'-6" 14'-5 1/2" 48'—4" SECOND FLOOR PLAN AREA: IA52 H=LMON NOTES UNDFRFLOORVFNTCALCULATION LEGENDS PLAN 5 .FIREPLACE NOTES: PLUMBING NOTES: MECHANICAL NOTE: N DUCTS IN GARAGE PENETRATING THE WALLS AND CEILING OF AT SEPARATION CONRETE WALL EXTERIOR LANDING NOTE: LIVING AREA: MONESSEN GAS FIREPLACE OR EQUAL ALL WATER CLOSETS SHALL HAVE MAX 1.28 GPF ALL EXTERIOR THRESHOLD HEIGHT AT ALL EXTERIOR DOORS. A DOOR MAY OPEN AREA TO BE VENTED: 3008 SQFT.. MODEL BDV600N PV7 WALL SHALL BE CONSTRUCTED OF A MIN N0. 26 GAGE STEEL SHEET BUILT-OUT WALL / AT A LANDING THAT IS NOT MORE THAN 7-3/4 LOWER THAN THE FLOOR LEVEL TOTAL AREA OF VENT REQUIRE: 20 SF. DATE 08-27-21 SHOWER AND TUB/SHOWER WALLS SHALL BE SMOOTH HARD NONABSORBENT FIREPLACE SHALL BE FACTORY-BUILT AND SHALL BE LISTED, LABELED AND SHALL SURFACE OVER A MOISTURE RESISTANT UNDERLAYMENT TO HEIGHT OF 72 INCHES VENTILATION FOR MECHANICAL CLOTHS DRYERS SHALL BE VENTED TO OUTSITE IF THE DOOR DOES NOT SWING OVER THE LANDING. 1 HR. FIRE RATED WALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURER'S ABOVE THE DRAIN INLET. WATER-RESISTANT BACKING BOARD SHALL NOT BE 1" FLOOR LEVEL DIFFERENT IF DOOR SWING OVER LANDING TOTAL VENT REQUIRE: INSTALLATION INSTRUCTIONS. USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS. VENT TYPE: 8"X14" - .75 SF. _----------------- SOUND INSULATED WALL SCALE AS SHOWN RAIL AND GUARDRAIL NOTE: 20 / .75 - 27 VENTS NEW 2X4 STUD WALL PLUMBING VENTS TO BE MINIMUM 3 FEET ABOVE OR 10 FEET AWAY FROM ALL OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT .DRYER NOTES: OPERABLE SKYLIGHTS. A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A TOTAL VENT PROVIDE: 27 VENTS NEW 2X6 STUD WALL )O B 2021 EXHAUST AIR VENT FOR DRYER TERMINATES TO THE OUTSIDE OF BUILDING MIN. 3 FEET CONTRACTOR TO PROVIDE LAUNDRY TRAY - LAMBRO 1780 HEAVY DUTY HEIGHT OF 42 INCHES. FROM ANY OPENING. LAUNDRY TRAY OR EQUAL. PROVIDE MIN. OF 1 2" GYPBOARD UNDER STAIR CEILING NOTES: PROVIDE 1/4" WIRE MESH TO TEMPERED GLASS / COVER EACH VENT t SHEET SHUTOFF VALVE FOR GAS LOCATED OUTSIDE THE FIREBOX AND WITHIN WROUGHT IRON HANDRAIL/ GUARDRAIL INSTALL PER MANUFACTURE 3 FT. OF THE APPLIANCE. WRITTEN RECOMMENDATIONS �E EMERGENCY EGRESS WINDOW OR DOOR SEE ELEVATIONS SHEET A3.1 AND A3.2 FOR VENT LOCATIONS. .ter f SECOND FLOOR PLAN SCALE: 1/4" -0" NOTES Community Development Department Planning Division — Cupertino CUPERTINO O APPROVED Case# TM-2021-006, R-202*110140tebeO45, R -� W0115 -016Approva f31?y2ltcil ' Approval Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SAN)OSE, CA 95135 6 7'-5" 408.375.0041 °_0 10'-3 1/2" 13'-3 1/2" 13'-11" 10'-3 1/2" /11 17'-7 1/2" REVISIONS 0 CN a Ln c These drawings are instruments of service&are the property of 08 Design Studio. 0 o All designs and other information on these drawings are for use on the specified I I project and shall not be used without the expressed written consent of 08 Design Studio. Written dimensions on these drawings shall have precedence over scaled N N dimensions. Contractors shall verify and be precedence over scaled dimensions. \ \ o Contractors shall verify and be responsible for all dimensions and conditions shown ^ l by these drawings. co co in ifl I I Ln Ln DESIGN BY: CHAD NGUYEN r � o N N -INN \ \ N M I I N r� N 1'-3" 4'-6 1/2" P RO)ECT LE NEW SINGLE FAMILY HOUSES /tG N i l ' � � I I OPEl�TO BELOr1iV DISTRICT Cz 11'-8 1/2' OPEN TO BELOW �/�/7\ i\ 'iN_) McCLELLAN r] I I[: 20860 McCLELLAN RD. ` CUPERTINO, CALIFORNIA SHEETCONTENTS AREA: 11416 19'-10 1/2" 15'-4" 20'-0 1/2" 10'-2" 65-5" SECOND FLOOR PLAN H=LWON NOTES UNDERFLOORVENTCALCULATION LEGENDS PLAN 6 .FIREPLACE NOTES: PLUMBING NOTES: MECHANICAL NOTE: N DUCTS IN GARAGE PENETRATING THE WALLS AND CEILING OF AT SEPARATION CONRETE WALL EXTERIOR LANDING NOTE: LIVING AREA: MONESSEN GAS FIREPLACE OR EQUAL ALL WATER CLOSETS SHALL HAVE MAX 1.28 GPF ALL EXTERIOR THRESHOLD HEIGHT AT ALL EXTERIOR DOORS. A DOOR MAY OPEN AREA TO BE VENTED: 3008 SQFT.. MODEL BDV600N PV7 WALL SHALL BE CONSTRUCTED OF A MIN N0. 26 GAGE STEEL SHEET BUILT-OUT WALL / AT A LANDING THAT IS NOT MORE THAN 7-3/4 LOWER THAN THE FLOOR LEVEL TOTAL AREA OF VENT REQUIRE: 20 SF. DATE 08-27-21 SHOWER AND TUB/SHOWER WALLS SHALL BE SMOOTH HARD NONABSORBENT FIREPLACE SHALL BE FACTORY-BUILT AND SHALL BE LISTED, LABELED AND SHALL SURFACE OVER A MOISTURE RESISTANT UNDERLAYMENT TO HEIGHT OF 72 INCHES VENTILATION FOR MECHANICAL CLOTHS DRYERS SHALL BE VENTED TO OUTSITE IF THE DOOR DOES NOT SWING OVER THE LANDING. 1 HR. FIRE RATED WALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND MANUFACTURER'S ABOVE THE DRAIN INLET. WATER-RESISTANT BACKING BOARD SHALL NOT BE 1" FLOOR LEVEL DIFFERENT IF DOOR SWING OVER LANDING TOTAL VENT REQUIRE: INSTALLATION INSTRUCTIONS. USED OVER A VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS. VENT TYPE: 8"X14" - .75 SF. ____----- SOUND INSULATED WALL SCALE AS SHOWN RAIL AND GUARDRAIL NOTE: 20 / .75 - 27 VENTS NEW 2X4 STUD WALL PLUMBING VENTS TO BE MINIMUM 3 FEET ABOVE OR 10 FEET AWAY FROM ALL OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT .DRYER NOTES: OPERABLE SKYLIGHTS. A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A TOTAL VENT PROVIDE: 27 VENTS NEW 2X6 STUD WALL )O B 2021 EXHAUST AIR VENT FOR DRYER TERMINATES TO THE OUTSIDE OF BUILDING MIN. 3 FEET CONTRACTOR TO PROVIDE LAUNDRY TRAY - LAMBRO 1780 HEAVY DUTY HEIGHT OF 42 INCHES. FROM ANY OPENING. LAUNDRY TRAY OR EQUAL. PROVIDE MIN. OF 1 2" GYPBOARD UNDER STAIR CEILING NOTES: PROVIDE 1/4" WIRE MESH TO TEMPERED GLASS / COVER EACH VENT t SHEET SHUTOFF VALVE FOR GAS LOCATED OUTSIDE THE FIREBOX AND WITHIN WROUGHT IRON HANDRAIL/ GUARDRAIL INSTALL PER MANUFACTURE 3 FT. OF THE APPLIANCE. WRITTEN RECOMMENDATIONS �E EMERGENCY EGRESS WINDOW OR DOOR SEE ELEVATIONS SHEET A3.1 AND A3.2 FOR VENT LOCATIONS. A 2f f SECOND FLOOR PLAN SCALE: 1/4" -0" NOTES Community Development Department Planning Division - Cupertino 'CUPSRTINO APPROVED Case ## TM-2021-0069 R-202*1040 ftrn5, 17 15 3 1 14 6 3 3 3 6 7 3 14 1 3 - - -- - - -- - - - - - - - - - - Approva Ba jr- 2t c, ' DESIGN STUDIO Approva Date 10/18/22 Signatur Brianne Harkousha Case Manager 12 12 4180 WATKINS WAY 11.5 1.5 SAN)OSE, CA 95135 408.375.0041 i +20'-0" A.F.F. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �TOP OF PLATE �/ � ADU PARAPET WALL � REVISIONS _ ❑❑❑❑�❑ 5-FT- HEIGHT PRIVACY WINDOW LINE / - - -- - - - — — — — — — — —— — — — 0 15 - - - - - - -- - - - - -- - - - - - - - - -- - - -- - - -- - - -- - - -- FAMILY RM. z - -- - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 : +15'-0" A.F.F. a, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o °o ❑°o o � CEILING LINE O = m 1 �0 ^1 _I 1 w o ,, J �n o 10 N +12'-6" A.F.F. 00 m +11'—0" A.F.F. o (n ❑❑ ❑ — N Q These drawings are instruments of service&are the property of 08 Design Studio. FLOOR LINE j� Z ❑ o❑00❑ CEILING LINE All designs and other information on these drawings are for use on the specified - LIVING RM. J project and shall not be used without the expressed written consent of 08 Design — - - — — N C� — — — - - - — - -� - - ❑ — - - - - - - — — J wings have.................................................................. Studio . Written dimensions on these drawings shall hav precedence over scaled .......................,...¢¢¢eeee eeee ee eeeeeeee .¢¢¢eeee eeeeeeee eeeeeeee .eee......................................................................«< eeeeeeee .¢¢¢eeee eeeeeeee eeeeeeee .¢¢¢eeee eeeeeeee eeeeeeee .¢¢¢eeee Q .....................................................,,,,,,,.........,, ,,.......,,,,,,,,........,,,,,,,.........,,,,,,,,........,,,,,,,,........,,,,,,,...........................................................................,.,.,.,.,,........,,,,,,,,.........,.,.,.,.,.,.,..........,,,,,,,,........,,,,,,,,........,,,,,,,.......,,,,,,,,........,,,,,,,,........,,,,,,,.........,,,,,. dimensions. Contractors shall verif and be recedence over scaled dimensions. +10 0 A.F.F. - - Y eeee:::::::::::::¢eeee,,,�,,.eeeeeeee,,,�,,.eeeeeee,,�,,.e„„„„„„„„�, eeeeeeee,,,�,,.eeeeeee eeeeeee,,,�,,.eeeeeeee,,,�,,.eeeeeeee,,,�,,.eeeeeee,,,�,,.eeeeeeee,,,�,,.eeeeeeee,,,�,,.eeeeeee,,�,,.eeeeeeee,,,�,,.eeeeeeee,,,�,,.e .-,�;�;:::::.:eeeeee,,,�,,.eee e,,,�,,.eeeeeeee,,,�,,.eee ee,,,�,,.eeeeeeee,,,�,,.eeeeeeee,,,�,,.eeeeeee ° ❑° Contractors shall verify and be res onsible for all dimensions and conditions shown '- — m - - - - - - - - - — - - - — - - — - - - - — - - o � b thesedrawins. y P CEILING LINE O ❑ ❑❑❑❑❑ N x y g o o L❑ DESIGN BY: CHAD NGUYEN � o❑Ole 0 o I / o o❑0❑ 5, 10„ E° P ROJ ECT 28a6o' 1, i \ U LIL-1 �❑❑ 0'-_0" A.F.F. - - - - - - - - - �),.. flkfl - - - - - - �� - �� - - - - - - - - - - - - - - - - - - - - - LOOR- LIN - - -- ❑ NEW SINGLE FAMILY HOUSES 280.2' NATURAL GRADE 9 12 15 3 10 5 3 2 16 3 3 15 10 12 9 3 6 10 3 3 2 5 2 16 5 6 PISTkICT McCLELLAN FRONT ELEVATION - NORTH SCALE: 1/4" = 1' KEYNOTES ❑ ROOFING - STANDING SEAM METAL ROOF 20860 McCLELLAN RD. 2❑ DOOR CUPERTINO, CALIFORNIA T 10 T T 6 Y 3 6 T 3❑ WINDOW ® STEEL GARAGE DOOR SHEETCONTENTS ❑5 EXTERIOR LIGHT - DOWN LIT ONLY © STUCCO 0CHIMNEY ARRESTOR +20'-0" A.F.F._ - - - - - - - - - - TOP OF PLATE HOUSE ADDRESS 9❑ TREX - EXTERIOR COMPOSITE SIDING 5 FT. HEIGHT PRIVACY WINDOW LINE 10 CULTURED STONE VENEER - - - - - - C -- - - - - �- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ATTIC VENT ° ADU PARAPET WALL 11 ❑ 12 UNDER FLOOR VENT ELEVATIONS +11'-0" A.F.F. _ MAIN HOUSE PARAPET WALL FLOOR I ° `___________________T (DASHED LINES) 13 HOUSE ADDRESS - - � - 11 = - - 1 4 ALUMINUM REVEAL +�(S� 0 A.F FN I 14 — I — CEILING LINE ❑ I u) i N 15 OVERHANG AIF CONCRETE STEPS � I o j 17 WROUGHT IRON RAILING I I WITH PERFORATED METAL PANEL o 0 ° PLAN I I o � o I I ' 280.60' o -_o_A.F.F. DATE 08-27-21 FLOOR LINEEP SCALE AS SHOWN JOB 2021 9 10 5 16 15 2 3 6 3 14 3 12 SHEET • kIGHT ELEVATION - WEST SCALE: 1/4" = 1'-0" Community Development Department Planning Division - Cupertino CUPERTINO O APPROVED Case# TM-2021-006, 7 6 7 3 — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Approva 117 W0115 11 -0167 Approval Date 10/18/22 12 DESIGN STUDIO 1.5 Signatur Brianne Harkousha 4180 WATKINS WAY Case Manager SAN)OSE, CA 95135 408.375.0041 +20'-0" A.F.F. TOP OF PLATE = REVISIONS c� w 5 FT. HEIGHT PRIVACY WINDOW LINE _ - - - - - - 0 — — — — — — — — — — — — —� — -- -- - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - I z � J U " O D 41 +11'-0" A.F.F. " Cfi `O It 00 N m FLOOR LINE z These drawings are instruments of service h are the property of 08 Design Studio. 0 All designs and other information on these drawings are for use on the specified J gg J ro' t and shall not be used without the expressed written consent of 08 Design 1 F. P 1� �P 9+ 0 0 A.F I N Studio. Written dimensions on these drawings shall have precedence over scaled m t� Q 9 i a irk C dimensions. Contractors shall verify and be precedence over scaled dimensions.EILING LINE � Y — � LL- � �� N � � Contractors shall verify and be responsible for all dimensions and conditions shown O D by these drawings. 0 Q 1 DESIGN BY: CHAP NGUYEN 40 0 o o 0 0 I I ][]77 —0�7`77 0 0 280.20' IF P RO)ECT 0'-0" A. _ FLOOR L N o❑ 279' NEW SINGLE FAMILY HOUSES NATURAL GRADE 5 15 6 15 4 DISTRICT McCLELLAN FRONT ELEVATION - EAST SCALE: 1/4" KEYNOTES 10 ROOFING - STANDING SEAM METAL ROOF 20860 McCLELLAN RD. 2O DOOR CUPERTINO, CALIFORNIA O WINDOW 17 15 3 9 6 14 3 3 1 6 3 3 ® STEEL GARAGE DOOR S EETCONTENTS / O5 EXTERIOR LIGHT - DOWN LIT ONLY © STUCCO 77 CHIMNEY ARRESTOR ® +20'-0" A.F.F. HOUSE ADDRESS TOP OF PLATE �, ADU PARAPET WALL 9 TREX EXTERIOR COMPOSITE SIDING 10 CULTURED STONE VENEER - - - - - - - - - - - - - - - 5 FT. HEIGHT PRIVACY WINDOW LINE , 11 ATTIC VENT - - - - - 0 — I ELEVATIONS 12 UNDER FLOOR VENT U " 0 +11'-0" A.F.F. " v~i 'I' o o 13 HOUSE ADDRESS LINE 0 1 1 � z FLOOR 1/4 ALUMINUM REVEAL +10'-0" A.F.F. "I ', 15 OVERHANG Y CEILING LINE m o — _ _ CONCRETE STEPS o 117 WROUGHT IRON RAILING I WITH PERFORATED METAL PANEL 0 0 L L 40 q 5-10" PLAN Z DATE 08-27-21 280.20' 0'-o" A.F.F. FLOOR LINE ® ® ® ® ® SCALE AS SHOWN JOB 2021 SHEET 14 6 3 5 2 3 6 15 2 16 5 6 14 3 3 12 3 6 14 12 15 r—� • RIGHT ELEVATION - NORTH SCALE: 1/4" = 1)-0" Community Development Department Planning Division - Cupertino CUPERTINO O APPROVED Case# TM-2021-006, R-202*1113140tebeO45, .......... R 5 -016 17 15 3 1 6 14ApprovaOW011 , 2ltc ApprovalDate 10/18/22 / / DESIGN STUDIO / / Signatur Brianne Harkousha / / 4180 WATKINS WAY Case Manager / SAN)OSE, CA 95135 12 12 408.375.0041 / 1.5 1.5 +20'-0" A.F.F. / - - - - - - - - - - - - — - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — REVISIONS TOP OF PLATE / ADU PA AP WALL 5 FT. HEIGHT PRIVACY WINDOW LINE - - - - - - - - - - - - - - - - — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - � — — — — — — — — — — — — — — — — - - - - - - - - - �"I F— " U O \ I ftf These drawings are instruments of service&are the property of 08 Design Studio. I - " \ c~i) +11'—0" A.F.F. All designs and other information on these drawings are for use on the specified 0 0 project and shall not be used without the expressed written consent of 08 Design I I \ I O FLOOR LINE Studio. Written dimensions on these drawings shall have precedence over scaled 0 z dimensions. Contractors shall verify and be precedence over scaled dimensions. " _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — —= — — Contractors shall verify and be responsible for all dimensions and conditions shown J I +10'—0" A.F.F. by these drawings. - - — — — — — — — — — — — — - - - - D- N m CEILING LINE O DESIGN BY: CHAD NGUYEN to 40 I ~ 0 I 5'—loll P RO)ECT 279.80' - - - - - - - - - - - - - - - - - - - - - - 0'=0" A.F. F. - - - — - - - - - - - - - - - E0 ® ® ® 9P Eo ,, ® ® FLOOR LINE NEW SINGLE FAMILY HOUSES 14 6 3 5 2 3 G 15 2 16 5 6 14 3 3 12 3 6 14 12 15 DISTRICT McCLELLAN RIGHT ELEVATION -- N O RTH SCALE: 1/4" -0" KEYNOTES lO ROOFING - STANDING SEAM METAL ROOF 20860 McCLELLAN RD. 2O DOOR CUPEIRTINO, CALIFORNIA 7 3 1 9 3 9 2 17 2 0 WINDOW - - - - - - - — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - ® STEEL GARAGE DOOR O5 EXTERIOR LIGHT - DOWN LIT ONLY © STUCCO O7 CHIMNEY ARRESTOR - - - - - - - - - - - - - - - +2- - A.F.F. - - - - - - — - - - - - - HOUSE ADDRESS TOP OF PLATE 8 99 TREX - EXTERIOR COMPOSITE SIDING _ 5 FT. HEIGHT PRIVACY WINDOW LINE 10 CULTURED STONE VENEER LJL - - - - — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - — — — — — — - - - - - - - - - -o ATTIC VENT J 0 12 UNDER FLOOR VENT ELEVATIONS -i % / `� u~i +11'-0" A.F.F. N � / // I� o 13 HOUSE ADDRESS z FLOOR LINE O — � - - - - - - - - - — — - - - - - �� J " J 1 4 ALUMINUM REVEAL +10 0 A.F.FIL . 14 J I O N m " cP CEILING LINE � � � 15 OVERHANG X Q 16 CONCRETE STEPS I I 0 17 HT IRON WITH PERFOR T DAILING METAL PANEL 0 0 0 PLAN 3 279.80' - - - - - - - - - - - - - - - - - 0'-0" A.F.F. DATE 08-27-21 ® ® FLOOR LINE SCALE AS SHOWN 278.5' )OB 2021 NATURAL GRADE 16 10 3 15 3 12 9 5 15 4 6 SHEET • FRONT ELEVATION - EAST SCALE: 1/4" = 1'-0" Community Development Department Planning Division — Cupertino "CUP5RTIN0 APPROVED Case ## TM-2021-006, 1 3 17 2 5 3 9 9 1 6 7 R-202* 0 tm 51 15 -016 - - - - - - - - -- - - - - - - - - - - - - - - - - - Approva a 0�WO2tnc�l DESIGN STUDIO Approva Date 10/18/22 12 Signatur Brianne Harkousha ,.5� Case Manager 4180 WATKINS WAY SAN)05E, CA 95135 12 1.51 408.375.0041 +20'-0" A.F.F. TOP OF PLATE REVISIONS c� 5 FT. HEIG T PRIVACY WINDOW LINE _ - - - - - - � — - - - - - - — — — — — — — — — r -- - - - - - - - -- - - - - - - - - -7 — ———— —— — — — — w c� rn ID F Io J U = — O O m +11'-0" A.F.F. J FLOOR LINE I z o 0❑ ao Q These drawings are instruments of service&are the property of 08 Design Studio. cp — I � All designs and other information on these drawings are for use on the specified „ �1 J i project and shall not be used without the expressed written consent of 08 Design +10 —0 A.F.F. I Studio . Written dimensions on these drawings shall have precedence over scaled r mi Q dimensions. Contractors shall verify and be precedence over scaled dimensions. Y CEILING LINE Contractors shall verify and be responsible for all dimensions and conditions shown � 0 ❑ by these drawings. � � � — — — — — — — DESIGN BY: CHAD NGUYEN 0 I o o I 0 PRO)ECT 279.35' FL]F AL 0'-0" A.F.F. FF IF- FLOOR LINE Ell ER LI 278.5' NEW SINGLE FAMILY HOUSES NATURAL GRADE 6 4 e 910 15 3 12 5 3 10 15 16 PISTkICT McCLELLAN FkONT ELEVATION - EAST SCALE: 1/4" = 1'-0" KEYNOTES 1❑ ROOFING - STANDING SEAM METAL ROOF 20860 McCLELLAN RD. 2❑ DOOR CUPERTINO, CALIFORNIA 17 15 3 1 3 3 1 3 7 3 1 3 3❑ WINDOW SHEETCONTENTS ® STEEL GARAGE DOOR O5 EXTERIOR LIGHT - DOWN LIT ONLY © STUCCO O7 CHIMNEY ARRESTOR +20'-0" A.F.F. � ' :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: - - - - - - — - - - - - - - - <:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: - - - - - - - - - - - - - - - - - - TOP OF PLATES ADU PARAPET WALL 8HOUSE 9❑ TREX - EXTERIOR COMPOSITE SIDING 5 FT. HEIGHT PRIVACY WINDOW LINE 10 CULTURED STONE VENEER - - - - - - � — - - — ———— —— — — - - - - - - - - - - - - - — — — — — — — — — — — — — — —— — — — — — — —— — — — — — — I of E 11 ATTIC VENT � 12 UNDER FLOOR VENT ELEVATIONS +11'-0" A.F.F. _ cn `n a❑ FLOOR LINE CD ❑ 0❑0❑❑ z o❑ 13 HOUSE ADDRESS J - H. �0� «<.........««...........................................................................................................«««<........_«««<.........«««<......... ««........_«««<.........«««<.........««««........_«««<....e- 1 4 ALUMINUM REVEAL +10 0 A.F.F. _«<.........««...........................................................................................................«««<........._«««<.........«««<.........<««<........._«««<..........«««<.........««««........._«««<.....ee 14 CEILING LINE m IF—IF❑❑� N \ OVERHANG O ❑Do❑ �0°F j 16 CONCRETE STEPS o III ❑❑L❑❑L 17 WROUGHT IRON RAILING o ITH PERFORATED METAL PANEL Ii o ❑ 5' 9" = °�fir 41 1 PLAN 4 ❑EFIL-EE 0 279.35' / � o 0 -0" A.F.F. _ �) J I FIF---177 F L===l I L�l L _ _ _ _ _ _ FLOOR LINE � DATE 08-27-21 0 0 EP SCALE AS SHOWN JOB 2021 14 6 3 16 10 5 3 2 3 12 15 3 9 3 10 3 3 2 16 2 5 6 3 SHEET • kIGHT ELEVATION - N (DkTH SCALE: 1/4" = 1'-0" Community Development Department Planning Division - Cupertino 'CUPERTINO O APPROVED Case ## TM-2021-006, R-202* 0 tm5, 3 7 3 15 3 10 6 1 3 14 �b%- TOIN, 15 -016Approva �c�l — —— ———— — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - Date 10/18/22 DESIGN STIJ®10 Signatur Brianne Harkousha �Ts �.s� 4180 WATKINS WAY Case Manager SAN JOSE, CA 95135 408.375.0041 +20'-0" A.F.F. TOP OF PLATE 0 0 REVISIONS = 5 FT. HEIGHT PRIVACY WINDOW LINE - - - - - - � — - - - - -- — - - — — — — — — - - - — — —— — -- --- -- -- — — -- - - — — — — - - - - - - - - - - - - - - - - - - - c� I w D D i0 m �j w +11'-0" A.F.F. Cf) 'n ❑ cp m p O ❑ These drawings are instruments of service&are the property of 08 Design Studio. N FLOOR ENE I z o All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design i Studio. Written dimensions on these drawin s shall have recedence aver scaled O » N J 9 P J — +10 �0 A.F.F. I dimensions. Contractors shall verif and be recedence over scaled dimensions. � 0 d mens ons Y i m Contractors shall verifyand be responsible for all dimensions and conditions shown Q CEILING LINE N by these drawings. P 0 ❑ � AL x o o DESIGN BY: CHAP NGUYEN < I ~ 0 I o ❑ I ❑ O I / I I 0LAIL- P RO)ECT 279.43' ❑ 0'-0" A.F. o FLOOR LIN 0 277 8' NEW SINGLE FAMILY HOUSES NATURAL GRADE 15 3 9 12 5 4 15 5 DISTRICT McCLELLAN FRONT ELEVATION - EAST SCALE: 1/4" KEYNOTES 1❑ ROOFING - STANDING SEAM METAL ROOF 20860 McCLELLAN RD. 2❑ DOOR CUPERTINO, CALIFORNIA 10 15 9 3 3 1 3 3 6 14 1 3 3 WINDOW SHEETCONTENTS ® STEEL GARAGE DOOR O5 EXTERIOR LIGHT - DOWN LIT ONLY © STUCCO +20'-0" A.F.F. ❑ CHIMNEY ARRESTOR TOP OF PLATE 8 HOUSE ADDRESS E:1 ADU PARAPET WALL 9❑ TREX - EXTERIOR COMPOSITE SIDING — ———— ——— — 5 FT. HEIGHT PRIVACh INDOW LINE — — — 10 CULTURED STONE VENEER - - - - - � — — -- - - -- - -- -- -- - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -77 - - - - ❑ 11 ATTIC VENT ELEVATIONS o 12 UNDER FLOOR VENT ol +11'-0" A.F.F. `n FLOOR LINE 13 HOUSE ADDRESS +10'-0" A.F.F. I ❑ 14 1/4" ALUMINUM REVEAL Y CEILING LINE l� 1q ❑ — _ OVERHANG Uff 16 CONCRETE STEPS 0 ❑ 17 WROUGHT AIERFORAT DMETAL PANEL 0 IL- 6'-5» WITH loo iL J�T 40 4 0 PLAN 5 279.43' IL L�J 0'-0" A.F.F. DATE 08-27-21 FLOOR LINE ❑ SCALE AS SHOWN JOB 2021 15 14 3 6 5 3 2 16 3 5 12 3 6 3 3 3 12 3 SHEET r..0 • RIGHT ELEVATION - NORTH SCALE: 1/4)) = 1)-0" Community Development Department Planning Division - Cupertino 'CUP5RTIN0 APPROVED Case ## TM-2021-006, R-202* 0 tm5, .......... A rova '0 W0115 � -016, 9 17 7 2 5 14 3 3 7 3 6 3 14 3 1 \ Pp Approva Date 10/18/22 DESIGN STtI®10 — — — — — — — — — — — — —— — — —— — — — - - -- - - - - - - - - - - - — — — — — — - - - - - - - - --- -- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -------- ---- ---- -- - - - - - - - - Signatur Brianne Harkousha Case Manager12: �z 4180 WATKINS WAY �1.5 � SAN JOSE, CA 95135 12 408.375.0041 T.s� � +20'-0" A.F.F. ❑ l� \ REVISIONS TOP OF PLATE ❑❑ \ 0 5 FT. HEIGHT--Pf`IVACY WINDOW ❑LIM - ---- - - - - - - - - --- - - - -- ---- ---- ---- ❑ - - - - - --- - - - -- - - -- - - ---- ----- -- - - - - - - - - - - - - 15 w 0') 7LT � � 0 U = 0j " Do Do Do Do These drawings are instruments of service&are the property of 08 Design Studio. ❑ ❑ ❑ ❑ All desi ns and other information on these drawings are for use on the sped ed +11'-0" A.F.F. - � �� 00 00 �� project shall not be used without the expressed written consent of 08 Design Studio . Written dimensions on these drawings shall have precedence over scaled a a a a dimensions. Contractors shall verify and be precedence over scaled dimensions. rA1%1ffAaFLOOR�LFNE N z o 0 0 OF �0 0 0 Contractors shall verify and be responsible for all dimensions and conditions shown 1 IK- b these drawings.i J Y 9 Ali-y+10 —0 A.F.F. — I ............................................................................... CEILING LINE m I II ❑ I I LJI= 0� �❑uo �=L DESIGN BY: CHAD NGUYEN 0 I 0 0�❑ 0❑ 0 0 I ❑0 15-0" o loo0�❑0 PRO)ECT Do❑ Iq41 279.60' a aLL LA 0'-0" A.F.F. �) 0� I 0� 0�0 0 L] FLOOR LINE ❑ hUll NEW SINGLE FAMILY HOUSES 277.5' NATURAL GRADE 5 4 16 2 3 3 15 10 12 3 9 9 3 3 2 9 5 2 16 5 6 PISTkICT McCLELLAN FRONT ELEVATION - NORTH SCALE: 1/4" = 1'-0" KEYNOTES 1❑ ROOFING - STANDING SEAM METAL ROOF 20860 McCLELLAN kD. 2❑ DOOR CUPERTINO, CALIFORNIA T T T T 1 3 3 T O WINDOW ® STEEL GARAGE DOOR SHEETCONTENTS O EXTERIOR LIGHT - DOWN LIT ONLY © STUCCO O CHIMNEY ARRESTOR +20'-0" A.F.F. NK- 0 0 0 - - - - - - - I 8 HOUSE ADDRESS - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF PLATE ❑ ❑ gO TREX - EXTERIOR COMPOSITE SIDING 0 d ❑fl� 10 CULTURED STONE VENEER 0 0 — —5 — HEIGHT—PR_I�CY WINDOW LINE— 11 ATTIC VENT _ _ _ _ _ _ _ _ _ _ _ _ __ _ _Ld o�❑ _ _ _ _ _ _ _ _ __ _ __ _ __ __ _ _ _ _ _ _ _ _ ELEVATIONS 0❑0� 12 UNDER FLOOR VENT 00❑0 +11'-0" A.F.F. - / [-1100� 0� 0000000 " o 0 0 13 HOUSE ADDRESS FLOOR LINE N z I " 14 1/4" ALUMINUM REVEAL - - - - - = - - - - - - - - — - - - - - - - - - - - - - - - - +10'-0" A.F.F. I OVERHANG — — — — — — — — -- _ _ _ _ _ _ _ _ _ _ _ - -- CEILING LINE N / O 16 CONCRETE STEPS o I ~ 17 WROUGHT IRON RAILING WITH PERFORATED METAL PANEL 0 0 I I 0 PLAN 6 0 0 279.60' L�J I L�J I L�J I LJ I L�J DATE 08-27-21 �LOORALINE Ell ® EP SCALE AS SHOWN JOB 2021 SHEET 16 9 15 3 6 3 14 3 a kIGHT ELEVATION - WEST SCALE: 1/4" = 1'-0" Community Development Department Planning Division - Cupertino 'CUPSRTINO APPROVED Case ## TM-2021-006, R-202* 0 tm5, 1 3 3 3 14 3 1 6 3 15 17 W015 -016Approva I O2tc�l ' Approva Date 10/18/22 \ \ \ DESIGN STUDIO Signatur Brianne Harkousha \ \ Case Manager \ \ 1 12 12 4180 W TKINS WAY \ SAN)05E, CA 95135 1.5 1.5 \ 408.375.0041 +20'-0" A.F.F. -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ...................... REVISIONS TOP OF PLATE \ \ \ ADU PARAPET WALL 40 \ \ 5 FT. HEIGHT PRIVACY-WINDOW LINE _ - - - - - -- - - - - - � - - - - - - - - - - - - - - - -- - - - - - - - - - - - ---- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - --- -- --- \ o 0 k +11'—0" A.F.F. 'n These drawings are instruments of service&are the property of 08 Design Studio. Ez0 o All designs and other information on these drawings are for use on the specified FLOOR LI N E / I project and shall not be used without the expressed written consent of 08 Design i Studio . Written dimensions on these drawings shall have precedence over scaled - - - - - = - - - - - - - - - - - - - - - - - — - - - - - - - - - — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - dimensions. Contractors shall verify and be recedence over scaled dimensions. - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — +10'-0" A.F.F. I i Contractors shall verify and be responsible or all dimensions and conditions shown i - - - - - - - - - - - — — — — —_ — — — — — — — — by these drawings. - - - - - - - - - - - - - - - - - - - - - CEILING LINE DESIGN BY: CHAD NGUYEN E:1 01 41 11L I 0 I PRO)ECT 280.60' 0 -0 A.F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLOOR LI EP M qP M M M NEW SINGLE FAMILY HOUSES 12 14 6 3 12 3 3 6 2 16 3 2 3 6 14 PISTkICT McCLELLAN kEAR ELEVATION - SOUTH SCALE: 1/4" = 1' KEYNOTES 10 ROOFING - STANDING SEAM METAL ROOF 20860 MCCLELLAN RD. 2O DOOR CUPERTINO, CALIFORNIA 3 17 15 1 15 3 7 D WINDOW ® STEEL GARAGE DOOR SH EET CONTENTS O5 EXTERIOR LIGHT - DOWN LIT ONLY © STUCCO O7 CHIMNEY ARRESTOR +20'-0" A.F.F. HOUSE ADDRESS - - - - - - — - - - - - - — — — — — — — — — — — — — — — — — 8 TOP OF PLATEILL 9O TREX - EXTERIOR COMPOSITE SIDING 10 CULTURED STONE VENEER 5 FT. HEIGHT PRIVACY WINDOW LINE - - - - - - � - - - - - - - - - - - - - - - - - -� w - - - - - - - - - - - -- -- - - - - - - - - - - - - - - -- - - - - -- - 11 ATTIC VENT ~ 12 UNDER FLOOR VENT ELEVATIONS � I i +11'-0" A.F.F. o C/) Ln � Do00 � \ \ \ \ 13 HOUSE ADDRESS FLOOR LINE r z _ _ _ _ _ N — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 1/4 ALUMINUM REVEAL J +10 -0 ----- ------------------------ \ A.F.F. - I m O OVERHANG CEILING LINE LL- i N \ 15 O \ 0 o 16 CONCRETE STEPS I 0 o 17 WROUGHT IRON RAILING WITH PERFORATED METAL PANEL o � I 0 LL T0 o PLAN I 0 o I o 280.60' DATE 08-27-21 0'-0" A.F.F. - - - - - - - - NI - T - - - - - - - - FLOOR LINE SCALE AS SHOWN 279.48' JOB 2021 NATURAL GRADE 6 4 15 5 9 12 3 10 3 16 SHEET • LEFT ELEVATION - EAST SCALE: 1/4" = 1' Community Development Department Planning Division - Cupertino CUPERTINO O APPROVED Case# TM-2021-006, R-202*11131401tebkO45, 3 3 7 3 1 3 3 1 14 6 3 15 17 - W015 -016 �'02t Approva cil 7 Approval Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager \ 4180 WATKINS WAY SAN)OSE, CA 95135 408.375.0041 +20'-0" A.F.F. TOP OF PLATE REVISIONS ADU PARAPET WALL--- Lai I F � \ 15 L F11 id 5 FT. HEIGHT PRIVACY WINDOW LINE - - - - � — — — - - - - - - - - - - - - - --- - - - - - - - - 717] \- - - - - --- --- -- - - ---- - -- ---- -- W 777 Do \ °' 0❑00 U O +11'—0" A.F.F. Do❑ These drawings are instruments of service&are the property of 08 Design Studio. 77 CD ❑ ❑ All designs and other information on these drawings are for use on the specified FLOOR LINE l z_ F 1= project and shall not be used without the expressed written consent of 08 Design za Studio. Written dimensions on these drawings shall have precedence over scaled J i i i d mens ons Contractors shall verif and be recedence over scaled dimens ons +10 -0 A.F.F. - � y I a p CEILING LINE m i o Contractors shall verify and be responsble for all dimensions and conditions shown � � � � � by these drawings. Ll - - - - - - � a_ - - a- - Do 0 0 ❑❑0❑❑ DESIGN BY: CHAP NGUYEN 41 0 00 ❑❑ ❑❑ ❑ I 5'-10" ❑❑ o❑❑ o ❑❑ ❑❑0 ❑ P RO)ECT 280.20' - ❑�Uo❑� _�k0'-0" A.F.F. o o �( FLOOR LINE 0 0 NEW SINGLE FAMILY HOUSES 3 5 16 2 2 3 3 10 3 9 3 12 15 3 16 2 3 2 PISTkICT McCLELLAN LEFT ELEVATION - SOUTH SCALE: 1/4" -011 KEYNOTES 1❑ ROOFING - STANDING SEAM METAL ROOF 20860 McCLELLAN RD. 2❑ DOOR CUPEIRTINO, CALIFORNIA 3O WINDOW 1 3 9 6 14 1 3 7 SHEETCONTENTS ® STEEL GARAGE DOOR O5 EXTERIOR LIGHT - DOWN LIT ONLY 1? - - - - - - - - - - - - - - 6 STUCCO ❑ CHIMNEY ARRESTOR +20'-0" A.F.F. ® HOUSE ADDRESS - - - - - — — — — — — — — — — — — — — — — - - - - - - - - - - - — EXTERIOR COMPOSITE SIDING TOP OF PLATE TREX F1 10 CULTURED STONE VENEER 5 FT. HEIGHT PRIVACY WINDOW LINE —— — _ 11 ATTIC VENT iF 17 7� - - - - - - - - - - - - - - - ELEVATIONS w o \ 12 UNDER FLOOR VENT 0 ADU PAR PET WALL HOUSE ADDRESS +11'-0" A.F.F. _ c~n FLOOR LINE z ' I 14 1/4 ALUMINUM REVEAL -E - - - — ----- ------- — - - - - - - - - - - - - - - - - - \ J I— OVERHANG +10 0 A.F.F. - 15 I I \ ❑ m N N CEILING LINE c_P I ,� � ; • MAIN HOUSE PARAPET WALL \ o (DASHED LINES) 16 CONCRETE STEPS 077 1 ~ 17 WROUGHT IRON RAILING WITH PERFORATED METAL PANEL o I7I 0 0 -IPLAN 2 I I 280.20' iLA DATE 08-27-21 0'-0" A.F.F. LL�_ _ FLOOR LINE ® � SCALE AS SHOWN JOB 2021 279' NATURAL GRADE SHEET 3 b (:b 14 6 (:b 2 15 16 5 ._.. 3 6 2 kEAk ELEVATION - WEST SCALE: 1/4" = 1'-0" Community Development Department Planning Division - Cupertino CUPERTINO O APPROVED Case# TM-2021-006, R-202* 0 to 5, RR - � -015 -016, ' Approva B� 2ltnc, Approva Date 10/18/22 DESIGN STUDIOSignatur Brianne Harkousha 4180 WATKINS WAY Case Manager SAN DOSE, CA 95135 +20 -0 A.F.F. 408.375.0041- - - - - - - - - - - - - - - - - - - - - - - -........................................................................................................................................................................ .. TOP OF PLATE ADUPARAPET WA LL REVISIONS 5 FT. HEIGHT PRIVACY WINDOW LINE- °' D IL7 ❑00 D ' Of -II 1� ❑❑❑❑❑ \ \ +11'-0 A.F.F. cn n a❑ FLOOR LINEL ,0 z_ E771 ❑❑0❑❑ — — — — — — — — — — These drawings are instruments of service&are the property of 08 Design Studio. .:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:..:..::.:.:.:.:.:.:.:.:.:.:.:.:.:::.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:::.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:::.:.:.:.:.:.:.:.:.:.:.:.:.:.:::.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:::.:.:.:.:.:.:.:.:.:.:.:.:.:.:::.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:::.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:::.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:. — — — 9 P P Y 9 „ .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:. 0 J .......................................................................................................................................................... All desi ns and other information on these drawings are for use on the specified +10 0 A.F.F. - 9 P I _o gg L-]E ,, ro' t and shall not be used without the expressed written consent of 08 Design CEILING LINE m ❑ ❑❑❑ Studio. Written dimensions on these drawings shall have precedence over scaled � 0❑ N dimensions. Contractors shall verify and be precedence over scaled dimensions. O Do Contractors shall verify and be responsible for all dimensions and conditions shown O — ❑0❑0❑0❑ by these drawings. 0 � ❑0 III 0 00 DESIGN BY: CHAP NGUYEN 0�1 I❑0❑❑❑❑❑ lj� L d[[=L ❑ ❑❑0❑❑ 5'-10" 0000LAL 279.80' o'-o" A.F.F. --p—NEE]L '�','; ❑❑0❑❑ PROJECT FLOOR LINE NEW SINGLE FAMILY HOUSES PISTkICT McCLELLAN LEFT ELEVATION — SOUTH SCALE: 1/4" -0" KEYNOTES 1❑ ROOFING - STANDING SEAM METAL ROOF 20860 McCLELLAN RD. ❑ DOOR CUPEIRTINO, CALIFORNIA 3O WINDOW ® STEEL GARAGE DOOR SHEETCONTENTS ❑5 EXTERIOR LIGHT - DOWN LIT ONLY © STUCCO ❑7 CHIMNEY ARRESTOR +20'-0" A.F.F. ® HOUSE ADDRESS Y TOP OF PLATE g❑ TREX - EXTERIOR COMPOSITE SIDING 10 CULTURED STONE VENEER -' ' _ 5 FT. HEIGHT PRIVACY WINDOW LINE 11 ATTIC VENT IIII _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEVATIONS 12 UNDER FLOOR VENT o ❑ ADU PARAPET WALL I +11'-o" A.F.F. ' ❑ 13 HOUSE ADDRESS FLOOR LINE L_______ 1/4" ALUMINUM REVEAL rt +10 0 A.F.F. OVERHANG i N I CEILING LINE cr ❑ MAIN HOUSE PARAPET WALL — — — — — — -- _ ❑ (DASHED ONES) i _ _ _ _ _ _ 16 CONCRETE STEPS 0 0 ■ WROUGHT IRON RAILING 0E:1 ❑ I WITH PERFORATED METAL PANEL o ❑ 0 0 PLAN 3 o l I o ❑❑ I o I 279 80' ❑ i DATE 08-27-21 0'-0" A.F.F. FLOOR LINE SCALE AS SHOWN I JOB 2021 278.5' NATURAL GRADE SHEET 401—r f kEAk ELEVATION — WEST SCALE: 1/4" = 1'-O Community Development Department Planning Division — Cupertino 'CUPSRTINO APPROVED Case ## TM-2021-006, 3 3 6 1 3 3 14 6 1 3 15 17 O R-202* 0 tm5, A rova - I�W0115� -016pp 2 DESIGN STUDIO Approva Date 10/18/22 Signatur Brianne Harkousha 777771 Case Manager '� � 4180 WATKINS WAY SAN)05E, CA 95135 408.375.0041 +20'-0" A.F.F. TOP OF PLATE ADU PARAPET WALL \� �� REVISIONS 5 FT. HEIGHT PRIVA� WINDOW LINE - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - -- - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - -- - - -- Lo I I I � U 0 +11'-0" A.F.F. IU) 0 0 FLOOR LINE I CD / / I 1 r7 These drawings are instruments of service&are the property of 08 Design Studio. Z / All designs and other information on these drawings are for use on the specified CO o- project and shall not be used without the expressed written consent of 08 Design +10,-0" A.F.F. ^I J i Studio . Written dimensions on these drawings shall have precedence over scaled 5 dimensions. Contractors shall verify and be precedence over scaled dimensions. CEILING LINE m / N Contractors shall verify and be responsible for all dimensions and conditions shown / / Y these drawings. o - - — — — — — — — — d �i DESIGN BY: CHAD NGUYEN 0 0 40 g40 01 PRO)ECT 279.35' 0'-0 A.F.F. - - - - - - - - - - - - - - FLOOR LINE NEW SINGLE FAMILY HOUSES 15 12 14 6 3 12 3 3 14 6 5 16 2 15 6 3 2 5 3 6 14 PISTkICT McCLELLAN LEFT ELEVATION - SOUTH SCALE: 1/4" = 1'-0" KEYNOTES 10 ROOFING - STANDING SEAM METAL ROOF 20860 MCCLELLAN RD. 20 DOOR CUPERTINO, CALIFORNIA T 3 1 14 6 g 3 1 30 WINDOW ® STEEL GARAGE DOOR SH EET CONTENTS 12 O5 EXTERIOR LIGHT - DOWN LIT ONLY © STUCCO �7 CHIMNEY ARRESTOR +20'-0" A.F.F. ® HOUSE ADDRESS - - - - TOP OF PLATE / ' 9 TREX - EXTERIOR COMPOSITE SIDING 10 CULTURED STONE VENEER / / O 5 FT. HE GHT PRIVACY WINDOW LINE / / - - - - - - = - - - - - - - - - - - - - - - - - - 11 ATTIC VENT - - - - - - - - - - - - - -- ELEVATIONS 1 \ U ADU PARAPET WALL 0 12 UNDER FLOOR VENT +11'-0" A.F.F. c~n I' / ' 13 HOUSE ADDRESS FLOOR LINE � I / ' o I I � 14 1/4" ALUMINUM REVEAL - - = —a - - - - - - - - - - - — 77- 0 - - - - - J rt +10 0 A.F.F. - I_ I ...................................................................................................................................................... ...............................................................................................................................<::::::::::::::::::::<::::::::::::::;:::::::::::::::<:::::::: .......:::::::::::::::::,:....... OVERHANG CEI LI N G LINE °J° / / / C3` MAIN HOUSE PARAPET WALL \ �/ ❑o (DASHED LINES) CONCRETE STEPS ~ 17 WROUGHT IRON RAILING WITH PERFORATED METAL PANEL 0 0 o I = o PLAN 4 I EL E: 1 0 I 279.35' o DATE 08-27-21 0'-0" A.F.F. _ FLOOR LINE A LJ � ® SCALE AS SHOWN JOB 2021 278.5' NATURAL GRADE SHEET 5 16 15 2 3 6 14 3 12 3 • kEAk ELEVATION - WEST SCALE: 1/4" = 1'-0" Community Development Department Planning Division - Cupertino CUPERTINO O APPROVED Case# TM-2021-006, T 7 1 3 1 14 6 3 3 15 17 R-202*10140tebkO455 R - WO51 -016 Approva O2ltnc, ' Approval Date 10/18/22 - - - DESIGN STUDIO Signatur Brianne Harkousha 40 Case Manager 4180 WATKINS WAY SAN DOSE, CA 95135 408.375.0041 +20'-0" A.F.F. TOP OF PLATE ADU PARAPET WALL REVISIONS 5 FT. HEIGHT PRIVACY WINDOW NNE - - - - - - - — - - - - - — - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - -Ha- - - - - - - - - - - - - - - - - - - LJ rn i i U O O +11'-0" A.F.F. Ln `n FLOOR LINE 0i z These drawings are instruments of service h are the property of 08 Design Studio. — All designs and other information on these drawings are for use on the specified ^ .......................................................................................... ««... ......._«««<........._«««<................................................................................................................................. 9 P ........................................................................................................................................................................ > �� N J gg +10 0 A.F.F. - ro t and shall not be used without the expressed written consent of 08 Design I P 1� xP 9 — — — — — — — — Studio. Written dimensions on these drawings shall have precedence over scaled CEILING LINE m �, 0 dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown O� n u by these drawings. ~ LE-: 40DESIGN BY: CHAD NGUYEN 'F :+ ❑ ` 6'—5 h❑ ��� �� ]LI 279.43' P RO)ECT A FLOOR LINE 0 NEW SINGLE FAMILY HOUSES 5 16 2 15 6 5 6 3 3 12 3 9 3 12 16 DISTRICT McCLELLAN LEFT ELEVATION - SOUTH SCALE: 1/4" = 11-0" KEYNOTES 1❑ ROOFING - STANDING SEAM METAL ROOF 20860 McCLELLAN RD. 2❑ DOOR CUPERTINO, CALIFORNIA 1 3 T 6 3 3 1 7 3 WINDOW ® STEEL GARAGE DOOR SHEETCONTENTS O5 EXTERIOR LIGHT - DOWN LIT ONLY 12 12 © STUCCO 1.s 1.5 O7 CHIMNEY ARRESTOR +20'-0" A.F.F. Y 8 HOUSE ADDRESS TOP OF PLATE gO TREX - EXTERIOR COMPOSITE SIDING F-1 10 CULTURED STONE VENEER 5 FT. HEIGHT PRIVACY WINDOW LINE � - - - - - - � — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 � — — 11 ATTIC VENT ADU PARAPET WALL ELEVATIONS 0 12 UNDER FLOOR VENT +11'-0" A.F.F. V) o I 13 HOUSE ADDRESS - - - - - - - - -- F FLOOR LINE z \ r I 14 1 4 ALUMINUM REVEAL N J I +10 0 A.F.F. - I I �n I 15 OVERHANG m CEILING LINE e MAIN HOUSE PARAPET WALL ❑ o ; (DASHED ONES) 16 CONCRETE STEPS I 17 WROUGHT IRON RAILING o ; WITH PERFORATED METAL PANEL o I o PLAN 5 -0 I I 279.43' 0'-0" A.F.F. _ DATE 08-27-21 FLOOR LINE I I SCALE AS SHOWN JOB 2021 3 12 6 14 3 12 15 3 2 3 16 5 SHEET A4111111111~ 302c REAR ELEVATION - WEST SCALE: 1/4" = 1'-0" Community Development Department Planning Division - Cupertino CUPERTINO O APPROVED Case# TM-2021-006, 1 3 14 3 6 7 3 3 1 3 9 R-202* 0 to 5, }� -� W0115 -016,Approva 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Approval Date 10/18/22 DESIGN STUDIO 12 12 Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SAN)OSE, CA 95135 408.375.0041 +20'-0' A.F.F. - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF PL-ATE REVISIONS 5 FT. HEIGHT PRIVACY WINDOW LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- D � \ U � 0 � I +11'-0" A.F.F. C/) NE i� CD LI z I I -- These drawings are instruments of service&are the property of 08 Design Studio. N — — — — — — — — — — — — — — — — — — — - - — — All designs and other information on these drawings are for use on the specified +10'-0" A.F.F. I J project and shall not be used without the expressed written consent of 08 Design — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ Studio. Written dimensions on these drawings shall have precedence over scaled CEILING LINE m �n dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown O N by these drawings. O DESIGN BY: CHAP NGUYEN 0 I o 15'-0" I 279.60' P RO)ECT 0'-0" A.F.F. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -E01, - FLOOR LINE NEW SINGLE FAMILY HOUSES 6 3 3 3 3 5 2 16 14 3 6 3 12 DISTRICT McCLELLAN REAR ELEVATION - SOUTH SCALE: 1/4" = 1 r-Orr KEYNOTES lO ROOFING - STANDING SEAM METAL ROOF 20860 McCLELLAN RD. 2O DOOR CUPERTINO, CALIFORNIA 1 3 3 9 6 3 10 17 3O WINDOW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 - - - - - - - - ® STEEL GARAGE DOOR SHEETCONTENTS O5 EXTERIOR LIGHT - DOWN LIT ONLY © STUCCO +20'-0" A.F.F. O7 CHIMNEY ARRESTOR Y TOP OF PLATE . . . . . . . . . . 8HOUSE ADDRESS TREX - EXTERIOR COMPOSITE SIDING - 5 FT. HEIGHT PRIVACY WIND W LINE ] - - - - - - - 10 CULTURED STONE VENEER - - - - - - � - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - LU � � � � 11 ATTIC VENT ' ELEVATIONS ' 12 UNDER FLOOR VENT +11'-0" A.F.F. FLOOR LINE z 13 HOUSE ADDRESS - - � N C� - - - - - - - - - - — — - - � n +10�—& A.F.F. 1/4 I J — m - - - - - - - - — — — — — — — — — — - — — — — — — — — — — — — — — — 14 ALUMINUM REVEAL CEILING LINE LL-o 15 OVERHANG o I 16 CONCRETE STEPS I 17 WROUGHT IRON RAILING o WITH PERFORATED METAL PANEL 0 0 0 PLAN b 279.60' �JL0'-0" A.F.F. _ FLOOR LINE ® ® DATE 08-27-21 SCALE AS SHOWN JOB 2021 6 3 15 16 2 3 3 2 5 3 14 6 9 SHEET .11-0 302f LEFT ELEVATION - EAST SCALE: 1/4rr = 1'-0" J� 45,.9pf • - 1 11 • O 1 1 1 • 1 • 1 DESIGN .• WATKINS WAY 408-375.0041 REVISIONS These drawings are of service&are property of li Design All designs and other informationon these drawings are foron the specified project and shall notbe usedwithout the expressed written consentof li Design Studio dimensions on these drawings shr ave precedence over scaled dimensions. , „rs shall verify and be precedence over scaled dimensions. shallContractors and be responsible for all dimensions and conditions shown by drawings. DESIGN BY: CHAD NGUYEN f 4 PRO)ECT Moll 41 NEW SINGLE FAMILY HOUSES k . -W. +.} r PISTkICT P10 _.--. - -_ _ - _ - _ _ _ 11 �����}� f 'I _ - ..- ,• fir, �� s,_,- f;��. � 4 ;�# � ,.+"�� r� vim` x I { t t' McCLELLAN }�}4*I i if f '1 {{{JJJ# 'S ' vim`• V W/`' ..' -_- 5,d �"� I• :#r# ` '' �4.�•,� � ,a — - — � '� * �r.+••+ - r.t' '��5•+ = � � _ir � '+�'�- i!.` +5+; ■ L �, - I � krFF .1 ������� � '� ��� �!`�"'' -� � � " �°` i+ a raw CUPERTINO, CALIFORNIA 44�+i # ~lx. .s•# '� fi,,4 #111y }.ir�? .•1.�r :i a `t_4� j1. , ItI� L.iryil I •�LII� M � k L'IJ+Jy - Ii+ I I I I .,�.. � ,4. r • NTENTSh 4[l .I '.dM � 'oJAI � `� fit r I.AAR Y • 21 4LP, I f _ s f -.� } X- '•`f' r--Y rs �.1. ,r' .1 4�4�- •a['. #�, '� f- y I �+��{ ~�4`- Ih '.J, �: *.i ''{`' ;�t3'�'e ��t � k --- � _ y �• �. '��#�, � '� � ;*..I ,1. V` r3 _ '� - i5� .� �' �. '.#; -'{ �4. kENDEkING 7. T.ii { Tit -- � � •f - � •- 5= :.k a '4 y� �a• ',`� {��4 '�{ r/ ,-'L ', -_f�� ;� ,;, ri-_ � — y _ �- $1 _ '� . ft .15 PLAN I DATE 08-27-21 - '. �.. , � J '� 5 f� 3 5f� 3f �• �.' � I r. l - - _ - - - - -- � � •fit-;-.�... - _ {.# }5 . -. _ - -.-. - ;- _:f� J = - _ _.,L. -.�-r��. _ - - , SCALE AS • 2- �~ r.;ti =3 LL 5.�9rr _ 1 • • • 4:• 1 11 • O 1 1 1 • 1 • 1 DESIGN � • • . i. 1 , • •• WATKINS WAY 408.375.0041 REVISIONS These drawings are instrumentsof service&are thepropertyof 1: DesignStudio. All designsand other informationon these drawings are foron the specified project 1shallnot beusedwithoutexpressedwritten consentof li Design StudioWrittendimensions on these drawings 1 { precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors 1 and beresponsible for all dimensions andconditions1 by thesedrawings. r _ K� b l` I m NEW SINGLE FAMILY HOUSES qP AX r rPISTkICT WAIl 'Y' McCLELLAN '+ #yam ti,q �� . r + {i /' rA �Yla* 4b *'lam.\1rt• #�; YIr ;�� �., ti �R .4�+ +� �.*,.i�4;'7• -� * - rye. Y. r L 11 1. ,. {• ." ' } 'i / *,, �' -- 4''-r �yam;' ; " _ 1. _ � �z I I . iR i-�F.c • 'r 'n }+ ' - s. WL 16 CUPERTINO, CALIFORNIA 11� zborff WA �� r `� •� _ �,_ _ �_ —_— I I Ilt. -- —- _ �Y.•.,r'-" 'ti �'4 4 ! r - _4•.ti"fib.' I�• _ _ - _ l y. �,� ,1 _ #_{Y 4 I iE li.- kEN [) Ek1 NG - - '. �+� -` 4' Y' i =+D..� �y.�7a.i� ,�.a.};,yr,'�i'r�4 Y - � .���IR�Y � '•R+'':r' 4 — - __ r....................... ................................. PLAN 2 SCALE AS SHOWN - -� - - !!''+�� '�� ly, S � .;,'_{t- x'-} '.�.'"• - ,__ - �L. �i� r'�f= *::.ors .- .. - � - - - - - -. '�k# •,�-�rt '"' __ -#' - :x:-. -se,�� .-C .-�ii- .�r•.lr+�',���: wY4�•yex'�>•�;" - :S��rTf a�-+ .rt _ - _ _ _ _ ' - - - � _ •.* _ ,f �C emse ' - �r - {� r�"'J�n,P�x_� '-��'.SI�'�$=r'�•r,' �'r,+-�,`'��.YS-�- '- ;'}'f ��'��• - _ _ _ - _ _ ,- � - - .- � ' •.�� .�., :d�.�-kf.��'"�.- _ r{; ::�i_ ice'.,- }`�' :-` - -','; � ''3�.ti� y - - - - � - - - - -- •4 C". _ _ '>y ll.. ate' .�4'�: -1 k . • 21 . —.#' L �f•'- 'R .Y'� -_.�- '17 — _ - -f`'- .r_5f� x+ ire•..�` '{' =y+.,. _ _ 'Y.'.iL ;r,}� r•+ i. �4 �#1 - -t�-?�vst},� r.i r.�'� ,_ `try _ {'. - r •'1' Lam• �'�^.��i:-'����5� '3� SHEET 411 - - - - � •. 'tip 'Y�- - 2• +� fir- i `F- - � alb •��y f� _�3►,s SS - {' _ `4'i +.' - �'l: ., - - - - �y - vfi� _ -t t' 4 - - -. �'t.` �'`' .- x:' - hS{ . � � - - •')!� - - ;'s .+ram •fig �..: `'..� r': �_.=� � - _ �� +1• L �°-Y�'�,�.• _ r-r' ter.' r Cry .��'_ r 5.,9Tf _ 1 • • • 45 1 11 • O 1 1 1 • 1 • 1 DESIGN � • • . i. 1 , • •0 WATKINS WAY 408.375.0041 REVISIONS These drawings are instruments , service1property 1 li DesignStudio. All designs and other ! ! ! on drawings are for on the speciliecl project and shall not be used without the expressed w(itten consent of 08 Design StudioWittendimensions on - drawings shall 1 - precedenceover scaled dimensions. Contractors shall verifyand be precedence over I'I dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown bythesedrawings. DESIGN BY: • i NGUYEN • • r r " NEW SINGLE FAMILY HOUSES 21 - Y '` -1 + 11 1I I ' - _ '•9Cw' DISTkICT illy jo _- [willa Lam_ ,.� y , r , Pill* lotx , t. s McCLELLAN ' + ytl4•; _ } y` y �' f•� -' 4 q * � � , f} I +a!a'\ �---.~ -•. ' f y�,,_ a fib_ 4�`. �__, ��� F i; ! - i ''' . ! _: — r 1, _ ' �waw '4_ r .'` � w '\r# '+ tip �`•,# ,#•1r'— _ -,Woww �/� 4. ' d. i' fw CUPEI:�TINO, CALIFORNIA 04 SHEET CONTENTS _+J7 �4 ' / .l` �-,f t .."� ati�f� .��+ �I{'I I �r•' �Y y�_ _ — ~_ — �je$0 y1i1 } 11 kENDEkING T, r I _ r I/{f� - _ ,-: I }•s. _"�:. { ryr. G -Eno=! PLAN 3 Z-e DATE 08-27-21 SCALE AS SHOWN - • 2021 SHEET _ _ - - - - - - J� 45,.�9pr • - 1 11 • O 1 1 1 • 1 • 1 DESIGN .• WATKINS WAY 408-375.0041 REVISIONS These drawings of service&are theproperty of IJ Design All designsand other informationon thesedrowin 1 1 1 1 specified n n „ L , be •n L n •, written consentof IJ Design Studio dimensions on these drawings , , precedence over ,., dimensions. ctors shall verifyand 1• precedence over scaled dimensions. _ Contractors shL and be responsible for all dimensions and conditions shown by thesedrawings. r ' I I TPPI­ • I FAMILYNEW SINGLE • PISTkICT I�; AIM �,: � v_. ., _• McCLELLAN ` t � * , ` llf� VON 110 # _ _ .; PP wr IF .#F f }{ _ fJy� f,• ' • I: / � '. ' l '�., �.o.y�. �1 :. i . .•� ram•.[ + ' 4 i - '+ � �'"#;� MEW xY J !f i �• xk' l`' �:s. :•; of{/lY •.'F r,. t �.�u J I!':'1:. r ? :� ry - { '` 5 •rr'; '.�\lllf.11l+h�rf.�L }M1. �. i\r�x\f — * �Y .F �_��rt���� � - ;y,�''rk` � # I r#y�' ; :!-'.'�*v +•'f.4'�' ;•.-•ram,_ •'�'� '} '� :� � ' -_ *`- CUPERTINO, CALIFORNIA Nu WAL *iy _ • I 1 .�r L.+*j5.1Lp �' �ef� llr,; fi L Imo, ' ' �1 � � 1+•��'. qW: �* w'�Ls . _ x 11 ' .1 ,� + IV i 1 h h Ilk 11 l• _ } �rti - LI �L. -��a 1 r i + . }'; - { .h' {" }A'' kENDEkING _ 1L tiy1 Y. Y�'�, • A+L' _ L_ 1 � -;4 ,r �ti' sy' ' rJ' �'�•5 rj S ��yT�`� ar.'.� �_I'.'_ 'I "'+�+ �F�'' i /'r r�Y� 1'r _ I Emir. \ r ■ +F,` f �T �L ,� ' r r'.' 'S � _ _ 'L'f-F' .w'\- I ti I.. 'L'-,ti' L I '4 'e r i�, .tiw ._k; 5' I ! I y'" 41k > �. .. �, '.• y •:# ' ..1h - - r # ` w r f rp ' • �-�r +4:' ,L - 'h y�l I +�. h L ; I.� � .q ,.� .y �7F ��d4 - y�' -i'+.� \ ',r'�J :�.-.-�ra�. 7*.,�'..�•{4S��i�f`� — :hI t 'r r 1 5 VS _ L . - PLAN 4 - ..-•yam . .. _ _ II Ct SCALE AS SHOWN RWWR SHEET Community Development Department Planning Division — Cupertino 'CUPERTINO O APPROVED Case ## TM-2021-0067 I ,I R-2024PO40� -045, .......... A rova '0 W0115 �� -0161 pp Approva Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 W TKINS WAY SAN)OSE, CA 95135 408-375.0041 REVISIONS These drawings are instruments of service&are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design Studio . Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown by these drawings. DESIGN BY: CHAD NGUYEN NE!, a. PRO)ECT Ro — r NEW SINGLE FAMILY HOUSES L ' P I STk1 CT McCLELLAN l �� � � r}�. � �Y~�"� #, 7 4��.v�R't •4 •_i- ;' } 'u��. - F j- # - I iT■ IL F :. M �r7r` I I 20860 McCLELLAN RD. r fir,'-' r CUPERTINO, CALIFORNIA II1000r, r SH EFT CONTENTS I -, -r _ y 7 tea.. � _��f 4 k .4'4 '� �• � f F�,�� ,�, � K!• , k' '}�+" *+ �`,' �f •� .. ..� , ,,.- ,. _. ��� •5 *L�y�'i•¢11Y`�.�'• ..-` ." A ''t*�. x kENDEkING ' i��,rf � f,r�_ :}r '�'''�'. y�•r,- -_ ..� 'L4s, s`,s .. :.a'rr� +c� -;V'e+�. �ti :r r'st' r� — _ — _ y,'*_ IR J{ .+ *�. .,}�. .� •x. �-. �r, A., s .� r�',�'F�,1 �t _ - F �' Y - a !�• � '.1L` 'I� y'�k 'x.� I� rd � � — - X. f5.{.�' ii' .yt•t {_,�'i. f. .� .�ti ��Ip�{ - • _ ��, ..I.�„ • •`�'.� '�j} _ { - ry s, �,•.4'` •' r,+F �, f -•`# 'I•'•7 _ J{•�_1 ' •V '�''7�`_+�5 .• y� 4 ks ` 'R1 kfff —_ �l ik• � i l,r+ '�4 ,xY "•""'CCC4+Y4�.: y�- � .� ,b d _'',�' _ .!4' EI •.Y r � -- - } J f J + + f f } IL - r 5 5 PLAN 5 -;a ems° ;, h _ JFrr = " _ ns' i :'s:t 3`�•: ,r-.-2-,,'`�_-; DATE 08-27-21 7 SCALE AS SHOWN r r _ - _ _ - f - - ti - -_ •,-ram - �j�:��;:.'{� :,• ,-, �'.� ,_ '�.''iY _ . JOB 2021 - - - - --, � �. -- � -- •'�`.'ti`•='f•M1f'-?:{ri Vi-4 =� ,r.;'-i.y�Fi1_ �!�.y•},�_r' _ - .Y�� _'.1 .ti` i'i�� _ �� c- ��'"'�" - >*, SHEET kENDEkING • Community Development Department Planning Division — Cupertino 'CUPERTINO O APPROVED Case ## TM-2021-0067 1 ,I R-202+040� -045, .......... A rova � �'0 �`�'5�� -016, pp Approva Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 W TKINS WAY SAN)OSE, CA 95135 408-375.0041 REVISIONS These drawings are instruments of service&are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design Studio . Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. ' Contractors shall verify and be responsible for all dimensions and conditions shown ~_' } by these drawings. 4 1 , . 'tit DESIGN BY: CHAD NGUYEN 4 1 � P RO)ECT ati- � -. .f �� '�' � -• - ��'''�' r � - _ _ -� NEW SINGLE FAMILY HOUSES R.ME low ell �'} 'r�*_*�:`i'•lti� - ;�{��-a�`;jF�� -?.� ��.Y`G^Ir�� t� L_ I I ��rt "!#Y4 _ � P I S T P,I C T McCLELLAN :� t Y -.�..� • t �� I 20860 McCLELLAN kD. CUPERTINO, CALIFORNIA k i-- I •Fr 1 SH EFT CONTENTS .' I 'ram I Air22- _ I _ _ _ Wit• �� rf �� .-* _ -�''_a - � �. ; - — �'�. * ,.f' -�. - 4 � 4. ��" ' L �.�P'� ' r''. -_ � : � _ ��� "s Tw r]�+,' �'- .i �� �r 3'' '_�.... 'd �'ri, "�. !� :M. �t� �ti� - - - + r�� '�- _ .k�.;'•,'lF n. r{'. _ �� '��'` �� 3,.. � a•' y� '�� ,�-A f' {f_1 � _•• .*ra '.�y ��,. '~•i{ - 4.L":4 i _ems.-.r. �~� �'��� � _ 'a`5 '4 r }' " kEN [) Ek1 NG a� r' � .T-. �M1M� �. ��•�rs F S - R � T. 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F �� � _ � • 4l� r-.SY `r r- L LC off* r -+�: :'C- �, * {+ J pz- kENDEkING • Community Development Department Planning Division — Cupertino 'CUPSRTINO APPROVED Case ## TM-2021-006, R-202* 0 tm5, W015 -016Approva I O2tc�l ' Approva Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SAN JO5E, CA 95135 408.375.0041 REVISIONS 1/4" SL d FLAT ROOF o � o These drawings are instruments of service&are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified _ I d h t b d 'h the g 't t f 08 D ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I — — — — pralect an shall no a use without a expressed written consent o Design 2 Studio . Written dimensions on these drawings shall have precedence over scaled -6 dimensions. Contractors shall verify and be precedence over scaled dimensions. w Contractors shall verify and be responsible for all dimensions and conditions shown m. : . . . . by these drawings. FLAT ROOF a I I I SLOPE 1.512 DESIGN BY: CHAD NGUYEN I I SLOPE 1 CRICKET SL OPE PRO)ECT II I I 2'-6" 40 SLOPE NEW SINGLE FAMILY HOUSES n O — - - - - - - - � - - TI m I r C ?: O > 1 - ::: :: :: C717�:RH: �fCr::B .O1N: A PIS TP I CT - - - - - - - - - - - - - - -I� 1/4„ I LOP E S McCLEL LAN .. 2 6 ........ ::::: SLOPE FLAT ROOF rcr:::. 1.5:12 8 . 20860 MCCLELLAN RD. 0 CA UPERTINO LIFORNIA T FLA ROOF 1' -0 - 1 4" SLOPE ........... ... SH EET CONTENTS ........... o I : Q 'Ef1 f .N:G: :ELtTN: : ::;: ........................................................................................................................................ ..................................................... ........................................................................................................................................ ..................................................... ....................................................................................................................................... ......... ............................................ O :0: .....................................................................................A.... ........ ............................................. . . . . .. . .. . . r ..:: . . : :; (:: ... .................. . .. . . .. . . .. . . .. . . .. . . .. . .. . . .. . . .. . . .. . . .. . . . ..... .. �.... ........... kOOF PLAN ATTIC VENT CALCULATION kOOF PLAN NOTES NOTES ATTIC ATTIC _REQ'D. 24X9 ATTIC 1" HOLE VENT SPACE AREA X 1 -FREE EYEBROW VENT 3 @ EA. BLKG BUILDING ROOF ITEMS (E=EXISTING, N=NEW) PROVIDE TREX CLADDING SIDING ALL UNDER ROOF OVERHANG PLAN 1 150 VENT AREA= .75 SF. 1-1/2" DIA. = .0123 SF. O FLOOR LINE 11 SILL/ RAIL LINE 21 DOWN SPOUT, SEE 14/A-8.0 OA 3601 24 S.F. 28 = 21 S.F. 274 = 3.37 SF O FASCIA 12 RIDGE LINE 22 DRAIN O 166 1.1 S.F. 1 = 0.75 S.F. 54 - 0.66 SF O GUTTER 13 ROOF EDGE/ FASCIA 23 DECKING DATE 08-27-21 RETREAT O BUILDING LINE BELOW 14 VALLEY LINE 24 PURLINS UNIT SCALE AS SHOWN SEE DRWG. O HIP LINE 15 ATTIC VENT 25 ACCESS LADDER A-2.1. O CRICKET 16 CHIMNEY 26 MECHANICAL EQUIPMENT )OB 2021 O7 2'X2' SKYLIGHT 17 RIDGE VENT 27 DECK COATING SUMMARY: O 2X4' SKYLIGHT 18 SMART STRIP VENT (FOR VAULTED CEILING) 28 LATTICE PANEL SHEET AREA A: AREA VENT PROVIDE: 21 + 3.37 = 24.37 SF. > 24 SF. O 12" SUN TUNNEL 20 CHASE 29 EXPOSED BEAMS AREA B: AREA VENT PROVIDE: 0.75 + 0.66 = 1.41 SF. > 1.1 SF. 10 18" SUN TUNNEL 30 DORMER O- r kOOF PLAN SCALE: 1/4" = 1'-0" A4 0 Oa Community Development Department Planning Division - Cupertino 'CUPSRTINO APPROVED Case ## TM-2021-006, R-202* 0 tm5, W015 -016Approva I O2tc�l ' Approva Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SAN)05E, CA 95135 408.375.0041 REVISIONS 5 FLAT ROOF These drawings are instruments of service&are the property of 08 Design Studio. ....................... ....................... 9 P P Y 9 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — = .................. .... All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design BALCONY BELOW Studio . Written dimensions on these drawings shall have precedence over scaled .. dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown by these drawings. FLAT ROOF 01 :: " DESIGN BY: CHAD NGUYEN I � r .. I SLOPE 1/ eN d N d < d o o o PROJECT J _ J 1/4" s FLAT ROOF 1' o NEW SINGLE FAMILY HOUSES SLOPE ....... co I: I ................... :......:::::::::::::::::' N 1 — a CRICKET I - - I TfZ l T 1/4" - - D S C .... . . I McCLELLAN, . fl: i;;4:':4:i;;4:':4:i;;4:':4:iii'is':i}i}i.:{:::.:.: in _ N _ N W N w e- d FLAT ROOF m m N 20860 McCLELLAN RD. :: FLAT ROOF 1/4„ 1'— CUPERTINO, CALIFORNIA SLOPE T T SH EET CONTENTS I II ..................... .... O O O O ':;:i;;i:':;:i;;i:':;:i;;i:':;:i;;i:':;:i;;i:':;:i;;i:{;:i;;i:{; i:': .. .... .. . ..:::.:..:.::.:..:.::.:..:.::.:..:.::.:..:.::.:..:.::.:..:.::.:... . . ....................... ' ;' .......................................................................................................................................... ............................................................... ... ?:} ..................................................................... ....................................................................................................................... .... ....... ......... ?:??:?}:;'}:;'}i}}i}?:}?:}?:??:?}:;'}:;'}i}}i}?:}?:}?:??:?}:;'}:;'}i}}:}?:}?:}?:?:ii'}:i'}:i'}i}}r}?r}?r}?r?:ii'}:i'}:i'}i}}r}?r}?i}i}:;':;'i}i}?:}?:}?:?:ii'}:i'}:i'}i}}r}?r}?r}?r?:ii'}:i'}:i'}i}}r}?i}?i??i?'}i}?:}?:}?:??i?}:;'}:;'......?.................'}i}}i}?:}?:?....... —IL ........... ........................................................................................................................................................................................................................... ::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::'::"::'::'::'::'::'::'::':AVER : ANG::BEliQ f:: : : kOOF PLAN ATTIC VENT CALCULATION kOOF PLAN NOTES NOTES ATTIC ATTIC _REQ'D. 24X9 ATTIC 1" HOLE VENT SPACE AREA X 1 —FREE EYEBROW VENT 3 @ EA. BLKG BUILDING ROOF ITEMS (E=EXISTING, N=NEW) PROVIDE TREX CLADDING SIDING ALL UNDER ROOF OVERHANG PLAN Z 150 VENT AREA= .75 SF. 1-1/2" DIA. = .0123 SF. O FLOOR LINE 11 SILL/ RAIL LINE 21 DOWN SPOUT, SEE 14/A-8.0 OA 3601 24 S.F. 28 = 21 S.F. 274 = 3.37 SF O FASCIA 12 RIDGE LINE 22 DRAIN O 166 1.1 S.F. 1 = 0.75 S.F. 54 — 0.66 SF O GUTTER 13 ROOF EDGE/ FASCIA 23 DECKING DATE 08-27-21 RETREAT O BUILDING LINE BELOW 14 VALLEY LINE 24 PURLINS UNIT SCALE AS SHOWN SEE DRWG. O HIP LINE 15 ATTIC VENT 25 ACCESS LADDER A-2.1. O CRICKET 16 CHIMNEY 26 MECHANICAL EQUIPMENT )OB 2021 O7 2'X2' SKYLIGHT 17 RIDGE VENT 27 DECK COATING SUMMARY: O 2 X4' SKYLIGHT 18 SMART STRIP VENT (FOR VAULTED CEILING) 28 LATTICE PANEL SHEET AREA A: AREA VENT PROVIDE: 21 + 3.37 = 24.37 SF. > 24 SF. O 12" SUN TUNNEL 20 CHASE 29 EXPOSED BEAMS AREA B: AREA VENT PROVIDE: 0.75 + 0.66 = 1.41 SF. > 1.1 SF. 10 18" SUN TUNNEL 30 DORMER �r kOOF PLAN SCALE: 1/4" = 1'-0" Community Development Department Planning Division — Cupertino 'CUPSRTINO APPROVED Case ## TM-2021-006, R-202* 0 tm5, W015 -016Approva I O2tc�l ' Approva Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SJ S AN O E, CA9 5135 ;C 408.3 7 5.0041 s�: � REVISIONS ...................... ... ........................................................ ...........%.......................................................................... ................................................ ...................... ....................................0 .......................... ::pp.�......y�............................. 'r:':r:'r:'r:':r:'r:'r:':i 1 SLOPE 1/ FLAT ROOF 2 —6 .......... �:.::r- r FLAT ROOF o0 m m 1 — :::::: These drawings are instruments of service&are the property of 08 Design Studio. 9 P P Y 9 All desi ns and other information on these drawings are for use on the specified ecified 9 g P project and shall not be used without the expressed written consent of 08 Design aC: ::; P l P 9 n _::::::: Studio . Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. ...................................................... Y...................................................... Contractors shall verify and be responsible or all dimensions and conditions shown ....................................................... � 0 by these drawings. 1.5:12 DESIGN BY: CHAD NGUYEN SLOPE I ..................................................................... LOPE , » —0 >— 1/4 EQVE:R:HA:N $ :LO:fi :: �:::;.. . .. .. ... .. ... .. ... .. ... ................................. .. . . .. ........ . .. ... .. .:.. ....... . .. . . .. . . .. . a;:a.. ........... ........... :........... ........... I . ... ........... _ _ _ _ _ _ _ PRO)ECT 2'-6" SLOPE 1/� NEW SINGLE FAMILY HOUSES 1.5:12 1.5:12 SLOPE SLOPE PIST[ZICT O FLAT ROOF zMcCLELLAN . < 2 6 ? 01 ::rtt::::::::::::::: :: r- 0 - - � o - — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - -;---L - - — T� 20860 McCLELLAN RD. CUPERTINO, CALIFORNIA :�. . .:::::..H.::::: :':;:�:_:.:::::::: SLOPE 1/ SH EET CONTENTS kOOF PLAN ATTIC VENT CALCULATION kOOF PLAN NOTES NOTES ATTIC ATTIC _REQ'D. 24X9 ATTIC 1" HOLE VENT SPACE AREA X 1 —FREE EYEBROW VENT 3 @ EA. BLKG BUILDING ROOF ITEMS (E=EXISTING, N=NEW) PROVIDE TREX CLADDING SIDING ALL UNDER ROOF OVERHANG PLAN 3 150 VENT AREA= .75 SF. 1-1/2" DIA. = .0123 SF. O FLOOR LINE 11 SILL/ RAIL LINE 21 DOWN SPOUT, SEE 14/A-8.0 OA 3601 24 S.F. 28 = 21 S.F. 274 = 3.37 SF O FASCIA 12 RIDGE LINE 22 DRAIN O 166 1.1 S.F. 1 = 0.75 S.F. 54 — 0.66 SF O GUTTER 13 ROOF EDGE/ FASCIA 23 DECKING DATE 08-27-21 RETREAT O BUILDING LINE BELOW 14 VALLEY LINE 24 PURLINS UNIT SCALE AS SHOWN SEE DRWG. O HIP LINE 15 ATTIC VENT 25 ACCESS LADDER A-2.1. O CRICKET 16 CHIMNEY 26 MECHANICAL EQUIPMENT )OB 2021 O7 2'X2' SKYLIGHT 17 RIDGE VENT 27 DECK COATING SUMMARY: O 2X4' SKYLIGHT 18 SMART STRIP VENT (FOR VAULTED CEILING) 28 LATTICE PANEL SHEET AREA A: AREA VENT PROVIDE: 21 + 3.37 = 24.37 SF. > 24 SF. O 12" SUN TUNNEL 20 CHASE 29 EXPOSED BEAMS AREA B: AREA VENT PROVIDE: 0.75 + 0.66 = 1.41 SF. > 1.1 SF. 10 18" SUN TUNNEL 30 DORMER AM~ kOOF PLAN SCALE: 1/4" = 1'-0" A4 * 0C Community Development Department Planning Division — Cupertino 4CUPERTINO O APPROVED Case ## TM-2021-0067 R-2024µO40 to 5, .......... Approval � 0YW��'5ii -016, Approval Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATI<INS WAY SAN)OSE, CA 95155 408.375.0041 REVISIONS FLAT ROOF These drawings are instruments of service&are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified ................. ..... project and shall not be used without the expressed written consent of 08 Design Studio . Written dimensions on these drawings shall have precedence over scaled ........................ ................. ..... .................:.....: ....................... ....................... — — — — — — — — — dimensions. Contractors shall verify and be recedence over scaled dimensions. Contractors shall verify and be responsible or all dimensions and conditions shown BALCONY BELOW by these drawings. . . . . . . . . . FLAT ROOF DESIGN BY: CHAD NGUYEN .. II 3::. SLOPE PROJECT 1/4 w w w a d d O OJ I O r FLAT ROOF FLAT I .................... .. NEW SINGLE FAMILY HOUSES . 1'— SLOPE 1 4„ I 1 — I::: ::::::: :::::: :::::: :::::: : ..:..:..:..:..:..:..:..:..:..:.. looD STfZIC 1/4" OVEfZI-{ANC BELOW. . . . .. .. . .. 6 SLOPE ............... CRICKET - - - _ McCLELLAN — - - - - - - -I� . Yt N - 20860 McCLELLAN RD. w d N N in �n :: ::: i.n O ,j, O O J J FLAT ROOF CUPERTINO CALIFORNIA m m z;: it FLAT ROOF —:t�7... ............... 1 4" ............... Q... SLOPE SH EET CONTENTS T co N 0 0 ::;vi:{ri r:i::;;i;:;::;;i;:;:::: }:;i}i}:}:;i}i: ;i}i}i}i}::i:r}i}::i:r::: C??: ir:::{:: ....7 O:�ERT-fAN:G B.Et::�W kOOF PLAN ATTIC VENT CALCULATION ROOF PLAN NOTES NOTES ATTIC ATTIC _REQ'D. 24X9 ATTIC 1" HOLE VENT SPACE AREA X 1 —FREE EYEBROW VENT 3 @ EA. BLKG BUILDING ROOF ITEMS (E=EXISTING, N=NEW) PROVIDE TREX CLADDING SIDING ALL UNDER ROOF OVERHANG PLAN 4 150 VENT AREA= .75 SF. 1-1/2" DIA. = .0123 SF. O FLOOR LINE 11 SILL/ RAIL LINE 21 DOWN SPOUT, SEE 14/A-8.0 OA 3601 24 S.F. 28 = 21 S.F. 274 = 3.37 SF O FASCIA 12 RIDGE LINE 22 DRAIN O 166 1.1 S.F. 1 = 0.75 S.F. 54 — 0.66 SF O GUTTER 13 ROOF EDGE/ FASCIA 23 DECKING DATE 08-27-21 RETREAT O BUILDING LINE BELOW 14 VALLEY LINE 24 PURLINS UNIT SCALE AS SHOWN SEE DRWG. O HIP LINE 15 ATTIC VENT 25 ACCESS LADDER A-2.1. O CRICKET 16 CHIMNEY 26 MECHANICAL EQUIPMENT )OB 2021 O7 2'X2' SKYLIGHT 17 RIDGE VENT 27 DECK COATING SUMMARY: O 2 X4' SKYLIGHT 18 SMART STRIP VENT (FOR VAULTED CEILING) 28 LATTICE PANEL SHEET AREA A: AREA VENT PROVIDE: 21 + 3.37 = 24.37 SF. > 24 SF. O 12" SUN TUNNEL 20 CHASE 29 EXPOSED BEAMS AREA B: AREA VENT PROVIDE: 0.75 + 0.66 = 1.41 SF. > 1.1 SF. 10 18" SUN TUNNEL 30 DORMER ,ter kOOF PLAN SCALE: 1/4" = 1'-0" Community Development Department Planning Division — Cupertino CUPERTINO O APPROVED Case# TM-2021-006, R-202*110140tebeO45, R -� W0115 -016Approva f31?y2ltcil ' Approval Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha 3'-0" 4180 WATKINS WAY Case Manager SAN)OSE, CA 95135 408.375.0041 SLOPE sL REVISIONS l N . . FLAT ROOF These drawings are instruments of service&are the property of 08 Design Studio. FLAT ROOF All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design SLOPE Studio. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. 1/4 Contractors shall verify and be responsible for all dimensions and conditions shown d O.a d by these drawings. O OO U OJ r DESIGN BY: CHAP NGUYEN SLOPE ' I P ROJI E T SLOPE C �G SLOPE� 1/ — C) - - - - - - - - FLAT ROOF ° NEW SINGLE FAMILY HOUS S o E l z. w m o OUEfHANG BELOW v I p Q SLOPEm . . 1/4" T . . DISTkIC McCLELLAN. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3'-0" ' 71/2' FLAT ROOF m m 20860 McCLELLAN RD. I I CUPEIRTINO, CALIFORNIA SHEET CONTENTS m V I I Q OVERHANG BELOW I nz 0:1 >; I � I I I I I I I 1 1' .................... . ....... ....... . -100 — — — — — — — — — J _ _ _ _ ROOF PLAN I N J. ATTIC VENT CALCULATION ROOF PLAN NOTES NOTES ATTIC ATTIC _REVD. 24X9 ATTIC 1" HOLE VENT SPACE AREA X 1 —FREE EYEBROW VENT 3 ® EA. BLKG BUILDING ROOF ITEMS (E=EXISTING, N=NEW) PROVIDE TREX CLADDING SIDING ALL UNDER ROOF OVERHANG PLAN 4 150 VENT AREA= .75 SF. 1-1/2" DIA. = .0123 SF. O FLOOR LINE 11 SILL/ RAIL LINE 21 DOWN SPOUT, SEE 14/A-8.0 OA 3601 24 S.F. 28 = 21 S.F. 274 = 3.37 SF O FASCIA 12 RIDGE LINE 22 DRAIN O 166 1.1 S.F. 1 = 0.75 S.F. 54 — 0.66 SF O GUTTER 13 ROOF EDGE/ FASCIA 23 DECKING DATE 08-27-21 RETREAT O BUILDING LINE BELOW 14 VALLEY LINE 24 PURLINS UNIT SCALE AS SHOWN SEE DRWG. O HIP LINE 15 ATTIC VENT 25 ACCESS LADDER A-2.1. (D CRICKET 16 CHIMNEY 26 MECHANICAL EQUIPMENT )OB 2021 O 2'X2' SKYLIGHT 17 RIDGE VENT 27 DECK COATING SUMMARY: O 2X4' SKYLIGHT 18 SMART STRIP VENT (FOR VAULTED CEILING) (A) LATTICE PANEL SHEET !0!!!to AREA A: AREA VENT PROVIDE: 21 + 3.37 = 24.37 SF. > 24 SF. O 12" SUN TUNNEL 20 CHASE 29 EXPOSED BEAMS AREA B: AREA VENT PROVIDE: 0.75 + 0.66 = 1.41 SF. > 1.1 SF. 10 18" SUN TUNNEL 30 DORMER �r ROOF PLAN SCALE: 1/4" = 1141 Community Development Department Planning Division — Cupertino 'CUPSRTINO APPROVED Case ## TM-2021-006, R-202* 0 1tilm5, W015 -016Approva I O2tc�l ' Approva Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SAN)05E, CA 95135 408.375.0041 REVISIONS 1/4" SLOPE i I I I F These drawings are instruments of service&are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified 2'-6" project and shall not be used without the expressed written consent of 08 Design Studio . Written dimensions on these drawings shall have precedence over scaled SLOPE loodimensions. Contractors shall verify and be precedence over scaled dimensions. SLOPE Contractors shall verify and be responsible for all dimensions and conditions shown SLOPE FLAT ROOF by these drawings. 1.5:12 SLOPE 1.5:12 1 DESIGN BY: CHAD NGUYEN F SLOPE 6 CRICKET PRO)ECT SLOPE 2'—g" SLOPE SLOPE 1.5:12 1 I -T 7 - - NEW SINGLE FAMILY HOUSES T I . ............ : ............. . . .. . ^ . I SLOPE 1 — M . v .q.. .. . .N. B.EL W . 1 2'-6„ SLOPE P I ST R,I CT FLAT ROOF . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . McCLELLAN . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FLAT ROOF . . . . . . . . . . . . . . . - . . . . . . . . . . SLOPE � 1.5:12 T�t''—.0. SLOPE 0 FLAT ROOF ° 20860 McCLELLAN RD. m m 1 4" 1/4 CUPERTINO, CALIFORNIA O . . . . . . . SLOPE O ........... . - - - - - - - - - - - � I� SH EET CONTENTS . . . . .:.:. . .:.:. . .:.:. . .:.:. . .:.:. . ovANG ¢ €avu: . .. ............................. SLOPE ... Q: 1 . . ::::: l. ........ . . ....... /4 BAL ONY BELOW . . . . . . . . ............................................................... .................................. C A. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................................................................................. ........................................................... . .. . SLOPE . . .. .... .. .... .. .... .. .... .. .... .. . . OVERHANG:B�10.. . 0 I kOOF PLAN ATTIC VENT CALCULATION ROOF PLAN NOTES NOTES ATTIC ATTIC _REC'D. 24X9 ATTIC 1" HOLE VENT SPACE AREA X 1 —FREE EYEBROW VENT 3 @ EA. BLKG BUILDING ROOF ITEMS (E=EXISTING, N=NEW) PROVIDE TREX CLADDING SIDING ALL UNDER ROOF OVERHANG PLAN 6 150 VENT AREA= .75 SF. 1-1/2" DIA. = .0123 SF. O FLOOR LINE 11 SILL/ RAIL LINE 21 DOWN SPOUT, SEE 14/A-8.0 OA 3601 24 S.F. 28 = 21 S.F. 274 = 3.37 SF O FASCIA 12 RIDGE LINE 22 DRAIN O 166 1.1 S.F. 1 = 0.75 S.F. 54 — 0.66 SF O GUTTER 13 ROOF EDGE/ FASCIA 23 DECKING DATE 08-27-21 RETREAT O BUILDING LINE BELOW 14 VALLEY LINE 24 PURLINS UNIT SCALE AS SHOWN SEE DRWG. O HIP LINE 15 ATTIC VENT 25 ACCESS LADDER A-2.1. O CRICKET 16 CHIMNEY 26 MECHANICAL EQUIPMENT )OB 2021 O7 2'X2' SKYLIGHT 17 RIDGE VENT 27 DECK COATING SUMMARY: O 2X4' SKYLIGHT 18 SMART STRIP VENT (FOR VAULTED CEILING) 28 LATTICE PANEL SHEET AREA A: AREA VENT PROVIDE: 21 + 3.37 = 24.37 SF. > 24 SF. O 12" SUN TUNNEL 20 CHASE 29 EXPOSED BEAMS AREA B: AREA VENT PROVIDE: 0.75 + 0.66 = 1.41 SF. > 1.1 SF. 10 18" SUN TUNNEL 30 DORMER �r kOOF PLAN SCALE: 1/4" = 1'-0" Of Community Development Department Planning Division - Cupertino SECTO MOTES - 'CUPSRTINO APPROVED Case ## TM-2021-006, A. GUARDRAIL TO BE MINIMUM 42" HIGH R-2024 0 ftm 5, B. INTERMEDIATE RAILING AT GUARDS TO BE SPACED SUCH THAT .......... Approva '0 W0115 � -016, A 4" DIAMETER SPHERE CANNOT PASS THROUGH Approva Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY +20'-0" A.F.F. S N JOSE, CA 95135 TOP OF PLATE --- 408.375.004 REVISIONS 0 I o� 10 REVISION 1 - 10/1/21 +11'-0" A.F.F.A$� FLOOR LINE ---------- -- ----------------- +10'-0" A.F.F. I These drawings are instruments of service&are the property of 08 Design Studio. ----- ------------------ ----- ---- All designs and other information on these drawings are for use on the specified CEILING LINE project and shall not be used without the expressed written consent of 08 Design Studio . Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown by these drawings. 0 DESIGN BY: CHAD NGUYEN I 0 4 4 A8.0 A8.0 0'-0" A.F.F. r- -- - ---� -- -- -� - 0 A.F.------ -------------r---- ----- ---------------- ------------ PROJECT FLOOR LINE n I III III fi _ III III NOTES: - —III ' ' ' � I- NEW SINGLE FAMILY HOUSES -I I111 III III- SEE STRUCTURAL DRAWINGS FOR IIIIII - ADDITIONAL INFORMATION FOR IIIIIIIII III, III FLOOR FRAMING & FOUNDATIONS III DISTRUCT McCLELLAN SECTION B— B SCALE: 1/4" = 1'-0" 20860 McCLELLAN RD. CUPERTINO, CALIFORNIA SH EET CONTENTS 1z 12 1.5 ------- --------- 1 +20'-0" A.F.F. _- TOP OF PLATE A8.0 I i 0 0 i FAMILY RM. 4---------- ---------------------------------------------------------- +15'-0" A.F.F. L--- - ---J CEILING LINE SECTIONS A-A +11'-0" A.F.F. SECTIONS B- B FLOO�IN ----- ----------------------------------- --- ---- +10'-0" A.F.F. L-� o -=- ---- ---------- _ ------------ CEILING LINE 0 0 0 in LO 0 0 I I 0 0 4 4 A8.0 8.0 o'-o" A.F.F. - - ---1 -- DATE 08-27-21 FLOOR LINE----- ---------- ------------- . I I --------- - I ICI .s • SCALE AS SHOWN III III I I I _� __; � �__ •'. I I I I III III III I I I JOB 2021 III III = NOTES: = • ' =� -III III III SEE STRUCTURAL DRAWINGS FOR III III - ADDITIONAL INFORMATION FOR 1 SHEET FLOOR FRAMING & FOUNDATIONS = = • SECTION A-A SCALE: 1 4" = 1'-0" A -- 5OA Community Development Department Planning Division - Cupertino SECTION NOTES CUPeaTlNO APPROVED Case# TM-2021-006, A. GUARDRAIL TO BE MINIMUM 42" HIGH R-2024 0 ftrn 5, M-2D2 -015 -016, B. INTERMEDIATE RAILING AT GUARDS TO BE SPACED SUCH THAT Approval f G�1G:,C.0 W0115 l A 4" DIAMETER SPHERE CANNOT PASS THROUGH Approval Date 10/18/22 1 DESIGN STUDIO A8.0 Signatur Brianne Harkousha Case Manager 12 4180 WATKINS WAY 1 s� A8.0 ---- ----- SAN DOSE, CA 95135 408.375.0041 I I 12 1.5 +20'-0" A.F.F. i I -- — ----J --- TOP OF PLATE REVISIONS I I 1 1� REVISION 1 - 10/1/21 A8.0 0 0 I I I I These drawings are instruments of service&are the property of 08 Design Studio. +11'-0" A.F.F. MASTER BED RM I All designs and other information on these drawings are for use on the specified I project and shall not be used without the expressed written consent of 08 Design Studio. Written dimensions on these drawings shall have precedence over scaled FLOOR LINE dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown —————— by these drawings. +10 —0" A.F.F. I —50— CEILING LINE DESIGN BY: CHAR NGVYEN 0 I 0 I 0 KITCHEN ® HALL WA FAMI Y ROOM PROJECT 4 � � A8.0 0.8A 0'-0" r--- — — —i ------------- ---------------I----- — --t--- FLOOR LINE I I I I I I I I ° NEW SINGLE FAMILY HOVSES i;III111- fifil :�:_' - - _ rt1�1 l IIII1I III III III III III III .. ' III III III -1 I I1 I I i i I 11= =1 I I1 11 1 11 11= =I l li l 11 l 11 l 11 l 11 l 11 l l��' =I I II I II I II I II I II I II I I, -III DISTRICT McCLELLAN SECTION B— B SCALE: 1/4" = 1'-0" 20860 McCLELLAN RD. CUPERTINO, CALIFORNIA SHEET CONTENTS A.F.F. TOP OF PLATE 1 1 A 8.0 A8.0 O o (CA I SECTIONS A-A +11'-0" A.F.F. BED RM BATH RM _ ; �_ FLOOR LINE I ------------------------------- --- ---------------- -- ---- - - -- - ----J -- SECTIONS B- B +10'-0" A.F.F. I ------------------------------------ sit CEILING LINE 0 I O o CID � I I 0 0 As.o OFFICE FOYEI LIVING ROOM FAMILY ROOMA$.o 0'-0" A.F.F. --------i— -- — ---1 r--- -- —� ------- ------------- -- — ------ -- -------------------------------------------- FLOOR LINEDATE 08-27-21 771 • ICI III I i _ � � ' III fi _ SCALE AS SHOWN III III III = NOTES: ` III III III- JOB 2021 IIIIII —III_ SEE STRUCTURAL DRAWINGS FOR III A I III III I 1= ADDITIONAL INFORMATION FOR III III 11= FLOOR FRAMING & FOUNDATIONS SHEET SECTION A-A SCALE: 1 4" = 1'-0" A -- 5 * Ob Community Development Department Planning Division - Cupertino SECTO MOTES - 'CUPSRTINO APPROVED Case ## TM-2021-006, A. GUARDRAIL TO BE MINIMUM 42" HIGH R-2024 0 ftm 5, B. INTERMEDIATE RAILING AT GUARDS TO BE SPACED SUCH THAT .......... Approva '0 W0115 � -016, A 4" DIAMETER SPHERE CANNOT PASS THROUGH Approva Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SAN)05E, CA 95135 408.375.0041 +20'-0 A.F.F. TOP OF PLATE REVISIONS TL1 A8.0 0 REVISION 1 - 10/1/21 0 0 I I o� o� ---- I BED ROOM +11'-0" A.F.F. I--- __ — These drawings are instruments of service&are the property of 08 Design Studio. FLOOR LINE All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design ---------- —= --------- -------- -- ------------------- -- ------- — — --------------------- Studio . Written dimensions on these drawings shall have precedence over scaled +10'-0" A.F.F. I dimensions. Contractors shall verify and be precedence over scaled dimensions. ------------=— ---- -------- -- ——————————————————— -- ———————- — — ————————————————————— Contractors shall verify and be responsible for all dimensions and conditions shown CEILING LINE by these drawings. DESIGN BY: CHAD NGUYEN 0 I i� 0 I o o I KITCHEN ® O FAMILY ROOM 4 � � A8.0 0.8A PRO)ECT 0'-0" A.F.F. r- -- - --- r--- - - - ------------- ---------------- FLOOR LINE -1 I IIII I I . '• --j (D �-- � • I I ICI I I—III �4 . III III fit III NEW SINGLE FAMILY HOUSES NOTES: T FOR ADDITIONAL INFORMATION FOR - III FLOOR FRAMING & FOUNDATIONS III DISTP,ICT McCLELLAN SECTION B— B SCALE: 1/4" = 1'-0" 20860 McCLELLAN RD. CUPERTINO, CALIFORNIA SH EET CONTENTS 1., 12 -1 1.5 +20'-0" A.F.F. 1 TOP OF PLATE A8.0 I 0 i 0 L--- _ ---J BATH RM BED ROOM SECTIONS A—A +11'-0" A.F.F. FLOOR LIN SECTIONSq B- B FLOORLIN -- ------ HIE----------------------- --------------- ---------------------------- --- --- ---------- -- +10'-0" A.F.F.- I r - ------- ----------------------- _ CEILING LINE -J r_ 0 -� 0 0 I I 0 0 0 4 4 AB.o FA I Y RM / I ITCHEN WING RM FOYER OFFICE A8.0 o'-o" A.F.F. - -- r--- - - DATE 08-27-21 ------------ FLOOR LINE ---- --------------------------------- III III III III : . SCALE AS SHOWN P j - - -III III III III III III III III III JOB 2021 III III :* III III NOTES: III .• III III = SEE STRUCTURAL DRAWINGS FORIII III _ IIIIII - ADDITIONAL INFORMATION FOR III—III SHEET III FLOOR FRAMING & FOUNDATIONS III f S ECTION A-A SCALE: 1 4" = 1'-0" A -- 5Oc Community Development Department Planning Division - Cupertino SECTO NOTES - 'CUPSRTINO APPROVED Case ## TM-2021-006, A. GUARDRAIL TO BE MINIMUM 42" HIGH 1 R-20240 tm r5, B. INTERMEDIATE RAILING AT GUARDS TO BE SPACED SUCH THAT A rova - �WOp15� -016, 11.5 A8.0 pp -� L ------- ----, A 4 DIAMETER SPHERE CANNOT PASS THROUGH Approva Date 10/18/22 A8.0 ®ESIGN STIR®I® Signatur Brianne Harkousha Case Manager » L------ __J I 4180 WATKINS WAY +20'-0 A.F.F. I -------------------------------------------------------- TOP OF PLATE I I 408.375.0041 1 A8.0 REVISIONS 0 0 I � MASTER BED RM 10 REVISION 1 - 10/1/21 � I +11'-0" A.F.F27 . -- — ---� FLOOR LINE - -------- - +10'-0" A.F.F. - ---------- ------------- -- ------------------------- -- --------- CEILING LINE These drawings are instruments of service&are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design Studio . Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown O by these drawings. I LL DESIGN BY: CHAD NGUYEN 0 0 FAMILY RM KITCHEN 4 A8.0 101 --� 0'-0" A.F.F. r- - - ---� --- - A8.0 ------------- ----- - FLOOR LINE i I I 10 PROJECT i I I i d 'LIB I ' ♦ } -IIII I II I� � • J � '• �I ��I I II III III III III NOTES: IIIIII—III- SEE STRUCTURAL DRAWINGS FOR III —III- ADDITIONAL INFORMATION FOR NEW SINGLE FAMILY HOUSES IIIIIIIII—III- FLOOR FRAMING & FOUNDATIONS —III—III—III—III- I � I, lilll IIIIIIIIII� II� � iIIIIIIIIIi � IIII DISTP,ICT McCLELLAN SECTION B— B SCALE: 1/4" = 1'-0" 20860 McCLELLAN RD. CUPERTINO, CALIFORNIA SH EET CONTENTS +20'-0 A.F.F. TOP OF PLATE 1 1 0 o A8.0 A8.0 --- ---- -- --- - BED ROOM BATH RM ; r I � +11'-0" A.F.F. FLOOR LINE ---- -- - --- - -- -� SECTIONSA—A ul ---------- -------- -------- ------- --- - -------- -------- -------- -- CEIOLING"L NE A.F.F. -1 ---------- ---------- SECTIONS B- B L-� Cl) 0 I I 0 o KITCHEN 4 OFFICE LIVING ROOM 4 A8.0 A8.0 0'-0" A.F.F. r- -- - ---� -- - J .. L. ------------- ---------- -------------tL.--- ----- ------------ FLOOR LINE i .�.. l ^ 10 —� .�• --� � '-. III—III�� � n DATE 08-27-21 III—III— ; - III—III l SCALE AS SHOWN III III III III III- NOTES: -III III III III III - -IIIIII —III— SEE STRUCTURAL DRAWINGS FOR 1IIIIII - III—III ADDITIONAL INFORMATION FOR IIIIIIIII—III- JOB 2021 l „I Il „III FLOOR FRAMING & FOUNDATIONS l II l iI lI l SHEET SECTION A-A SCALE: 1 4" = 1'-0" A -- 5 0 1) Community Development Department Planning Division - Cupertino SECTION NOTES CUPeaTlNO APPROVED Case# TM-2021-006, A. GUARDRAIL TO BE MINIMUM 42" HIGH R-2024P.1040 ftrn 5, M-2D2 -015 -016, B. INTERMEDIATE RAILING AT GUARDS TO BE SPACED SUCH THAT Approval f G1,1G:,C.0 W0115 l A 4" DIAMETER SPHERE CANNOT PASS THROUGH Approval Date 10/18/22 12 DESIGN STUDIO Signatur Brianne Harkousha 12 1.5 1.5 Case Manager 4180 WATKINS WAY SAN)OSE, CA 95135 +20'—0" A.F.F. 408.375.0041 ---------- -------------------------------- TOP OF PLATE REVISIONS 0 0 1 REVISION 1 - 10/1/21 0) 0) +11'-0" A.F.F. MASTER BED ROOM FLOOR_LINE _L=__ _______ _______________ _______________________________________ __ _ These drawings are instruments ofserwce&are the property of08DesignStudio. ---- +10'—0" A.F.F. I All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design -------- -------- -------------- -------------------- ---- -- -- ---- ----- Studio. Written dimensions on these drawings shall have precedence over scaled CEILING LINE dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown by these drawings. 0 I C DESIGN BY: CHAR NGVYEN 0 0 I I 0 0 KITCHEN ® HALL WAY FA I L < M 4 4 A8.0 ® ii 8.0 i- - - ILP RO)ECT FLOG----- ---- -------- ----------- ---I I--- - - - -- --------- I I I I R LINE Q0 III III fit — III III—III- III -III III IIIIII - NEW SINGLE FAMILY HOUSES I —III ° • NOTES:� III- SEE STRUCTURAL DRAWINGS FOR -III III III- ADDITIONAL INFORMATION FOR III III III FLOOR FRAMING & FOUNDATIONS III III DISTRICT McCLELLAN SECTION B— B SCALE: 1/4" = 1'-0" 20860 McCLELLAN RD. CUPERTINO, CALIFORNIA SHEET CONTENTS +20'-0" A.F.F. TOP OF PLATE ■ LESS o 0 42" MIN. THAN 0 GUARDRAIL 0 0 +11'-0" A.F.F. OFFICE / BEROOM 3 HALL WAY HALL WAY (MASTER BED ROOM) SECTIONS A—A FLOOR LINE r -- = I I -------- - ---------- - +10'-0" A.F.F. I i I CEILING LINE L__ L_ � 12 SECTIONS B- B 1 A7.0 0 0 0 l 0 I 1 o I 0 0 0 <- M -> A-o BED ROOM 5 BATH RM 4 FAMILY ROCM ADU. As.o 0'-0" A.F.F. ---------------- r- -- - ---i --- - -- -i — ---------- — --1----- ! FLOOR LINE I I 14 I I - DATE 08-27-21 NOTES: = III SCALE AS SHOWN III SEE STRUCTURAL DRAWINGS FOR III ADDITIONAL INFORMATION FOR - III- III FLOOR FRAMING & FOUNDATIONS -IIIIII—III- SOB 2021 SHEET • SECTION A-A SCALE: 1 4" = 1'-0" A -- 5OE Community Development Department Planning Division — Cupertino SECTO NOTES - 'CUPSRTINO APPROVED Case ## TM-2021-006, A. GUARDRAIL TO BE MINIMUM 42" HIGH R-2024 0 ftm 5, B. INTERMEDIATE RAILING AT GUARDS TO BE SPACED SUCH THAT .......... Approva '0 W 0115� -016, A 4" DIAMETER SPHERE CANNOT PASS THROUGH Approva Date 10/18/22 ®ESIGN STU®I® Signatur Brianne Harkousha Case Manager +20'-0" A.F.F. ---------- -------------------------------------- — 48N W TKA951 Y -------------- ---------- ------------ TOP OF PLATE I F--------ter= 408.375.004 I I I li I Iu I Imo_ I L= I 0 0 REVISIONS I I I 1 II A8.0 1 REVISION 1 - 10/1/21 +11'-0" A.F.F. r- --------� MASTER BED RM FLOOR LINE i I I +10'-0" A.F.F. -I ---------------;----- I -------- --------------------- -------- �----- CEI LI N G LINE --- These drawings are instruments of service&are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design Studio . Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown by these drawings. o o FAMILY ROOM � DESIGN BY: CHAD NGUYEN 0 KITCHEN 4 4 A8.0 � A8.0 0'-0" A.F.F. r- -- - ---� IL� --- -- -� -------- --------- FLOOR LINE PROJECT - 1III—III � . III—III�I I -1 I I—III— . • IIII—III I III III III NOTES: III �.. III III IIIIIIIIII—III SEE STRUCTURAL DRAWINGS FOR III III � ADDITIONAL INFORMATION FOR NEW SINGLE FAMILY HOUSES FLOOR FRAMING FOUNDATIONS IIIIII—III�� � I PISTkICT McCLELLAN SECTION B— B SCALE: 1/4" = 1'-0" 20860 McCLELLAN RD. CUPERTINO, CALIFORNIA 1 A8.0 1 SH EET CONTENTS I A8.0 i i I I ; I i I I i +20'-0" A.F.F. L--- -----� ---------- --------------------------- TOP OF PLATE 0 I 1 0) A8.0 BED ROOM BATH RM - -- --- - 1 1 I I A8.0 +11'-0" A.F.F. A 8.0 I ; r_--- SECTIONSA—A FLOOR LINE i , L- - -- _J ---- ---- ----I --- +10'-O" A.F.F. �j - I ------- ----------------- SECTIONS B- B -------- -�---- ------------ ---- CEILING LINE L____ ` I I ` I I I I I I I I I I O O N p I I I I I I I r GARAGE FOYER LIVING RM FAMILY RM ADU. I I I I I I FLOOR-LINE ---- III,-- ------ ---- ------------------------- I------------------- III III III III III III- =III DATE 08-27-21 CD b IIIIIIIIIIIIIII—III= -III—III •. • .. -. .. • � . III IIIIII—III — _ III III = -III III SCALE AS SHOWN • �� � I I- I � —III III III •� . _ I - � IIII—III IIIIII—III III � III i l l NOTES: III .. . : III III —III - = SEE STRUCTURAL DRAWINGS FOR III JOB 2021 ADDITINALIIII FLOOROFRAMIING & FOUONDAOTIONS =IIIIII - III III - SHEET A -- 560F SECTION A-A SCALE: 1 4" = 1'-0" Community Development Department 20'-7" 21'-4" 19'-5 1/2" 00, 6'-0" 21'-6" Planning Division — Cupertino 'CUPSRTINO APPROVED Case ## TM-2021-006, R-202* 0 tm5, R W015 -016co Approva By2t1cfl Approva Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SAN)05E, CA 95135 . . . . . . . . . . . . . . . . . . . . . . . . 408.375.0041 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o F O AR 1 REVISIONS 423 SF. ADU FL OR AREA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 4. F. N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F O AR 5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14.5 F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . These drawings are instruments of service&are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . project and shall not be used without the expressed written consent of 08 Design Studio . Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. • • • • • • • • • • • • • • • • • • Contractors shall verify and be responsible for all dimensions and conditions shown . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . by these drawings. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /\AA/\AA/\/\/\ \AAAAAA/\A/I /\AAAAAA/\/\ \/\AA/\AA/\A AAAAAAA/\/\ DESIGN BY: CHAD NGUYEN to I \AAAAA/\A r1\--,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . co FL R A A FLOOR AREA .4 . . . . . . . . . . . . . . . . . . . . . . . . .7.45-.5 S F.. . . . . . . . . . . . . . . . . . 32 . . . . . . . . . . . . . . 03 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . 21'-0 1/2» PRO)ECT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 ADU . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NEW SINGLE FAMILY HOUSES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DISTPICT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . McCLELLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -0" 13'-5 1/2" 6'-5$$ . . . . . . . . . . . . . . . . . . . . . . oe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20860 McCLELLAN RD. FIRST FLOOR LEVEL . . . . . . CUPERTINO, CALIFORNIA 0 I SH EET CONTENTS 12'-7 6'-6" 6'-0" 6'-11 1/2„ 20'-4" 14'-0" 25'-11" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AREA � _0„ ...... .. O FLOOR AREA 1 423.5 SQFT. . � N 04 FLOOR AREA 2 276.5 SQFT. N �''? FLOOR AREA 3 832 SQFT. E N FLOO k A REA FLOOR AREA 4 745.5 SQFT. O AR 8 FLOOR AREA 5 114.5 SQFT. CALCULATIONS . . .Ln . . . . . .FLOOR. AREA .7 . . . . . . . . . SF. I . . . . . . . . . . 272'SF :. . FLOOR AREA 6 643 SQFT. LOT 1 LO k EA .. . . . . . . . . . . . . . . . . . . . . . i w N 6 SF. OO n FLOOR AREA 7 272 SQFT. O UJN Cn FLOOR AREA 8 412 SQFT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1i o N 563 SQFT. Q M t0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . to TOTAL MAIN HOUSE AREA 3,719 SQFT 01 14'-0" 25'-11" DATE 08-27-21 NOTE: STAIR AREA IS COUNTED DOUBLE, BOTH FIRST FLOOR AND SECOND FLOOR SCALE AS SHOWN )OB 2021 SHEET SECOND FLOOR LEVEL Community Development Department Planning Division - Cupertino 11 14'-11 00, 6'-0" 6'-2 1/2" 'CUPERTINO O APPROVED Case ## TM-2021-006, R-2020m5, 4N. T "b-2015 -016,ApprovalttnCn o Approva Date 10/18/22 14'-2 1/2" 6'-9 1/2" 8'-0» V I DESIGN STUDIO Signatur Brianne Harkousha Case Manager . . . . . . . . . . . . . . . . 4180 WATKINS WAY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SAN)05E, CA 95135 18-'-2 .1/2 22'-6 1/2„, 408.375.0041 01 REVISIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 01 5'-9„ Lr) O A A . . . . . . These drawings are instruments of service&are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified N 33 F. • • • • • project and shall not be used without the expressed written consent of 08 Design Studio. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. N Contractors shall verify and be responsible for all dimensions and conditions shown . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .N . by these drawings. . . . . . . . . . . . . . . . . . . . . . . . . � . . DESIGN BY: CHAP NGUYEN in . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-t . . ADU F OR AREA L O A A . . . . . . . . . . . . . . . FLOORAREA. 4- . . . . . . . . . O N . . . . . . . . . . . . . . . . . . 631SF.. . . . . . . . . . . . . . . . . . 51 2„ ol lo PROJECT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q V V V V V V LL: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N 1 NEW SINGLE FAMILY HOUSES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 00 i o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DISTRICT A A A A A //\\" ,.A ADU McCLELLAN 0 U) FIRST FLOOR LEVEL 20860 McCLELLAN RD. CUPERTINO, CALIFORNIA 20'-7" 45'-3 1/2" SHEETCONTENTS 20'-0 1/2" (V I 14'-0" 24'-5" 00, AREA FLOOR A RFA FLOOR AREA 1 332 SQFT. N FLOOR AREA 2 510 SQFT. CALCULATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . N FLOOR AREA 3 534 SQFT. . N LOT 2 .:.:.:.:.:.:.:.:. . FLOOR AREA 4 631 SQFT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i FLOOR AREA 5 103 SQFT. 0) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F OR RE 6 FLOOR AREA 6 614 SQFT. � N 45 Cn O FLOOR AREA 7 272 SQFT. . . . . . . . . . . . . . . . . . . . . . . . . . :n. U o :.:.:.:.:.. .. FLOOR AREA 7 �; N FLOOR AREA 8 389 SQFT. . . . . . . . . . . . 272 S F. . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ 38 F. DATE 08-27-21 .�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.�. .�. . � o N 600 SQFT. 0 ... . ....... . ... a (0 SCALE AS SHOWN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOTAL MAIN HOUSE AREA : 3,385 SQFT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . JOB 2021 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NOTE: STAIR AREA IS COUNTED DOUBLE, BOTH FIRST FLOOR AND SECOND FLOOR SHEET SECOND FLOOR LEVEL Community Development Department Planning Division - Cupertino 0� 4CUPERTINO APPROVED Case ## TM-2021-0061 R-202* 0 1tm5, R -� W015 -016, Approvali02 'c�l C�V-- j . . . . . . . . . . . . . 14'-2 1/2" 6'-9 1/2" g'-0" ^ DESIGN STUDIO Approva Date 10/18/22 Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SAN)OSE, CA 95135 . . . . . . . . . . . . . . . . . 18>-.2. 1/2 22'-6 1/2" 408.375.0041 REVISIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5'-9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LO O A A N 33 F These drawings are instruments of service&are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Studio. Written dimensions on these drawings shall have precedence over scaled N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown . . . . . . . . . . . . . . N by these drawings. 'V\/VV\/V rn I DESIGN BY: CHAP NGUYEN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �, LO ADU F OR AREA I . . . . . . . . . . . . . 0 N L O A A FLOOR AREA. 4. . . . . . . . . . . . . 631 S F: 5 1 2„ PROJECT w _ C4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NEW SINGLE FAMILY HOUSES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DISTRICT o ADU McCLELLAN LO FIRST FLOOR LEVEL 20860 McCLELLAN RD. 20°_7 45'-3 1/2" CUPERTI NO, CALIFORNIA SHEETCONTENTS 20'-0 1/2" N 14'-0" 24'-5" AREA FLOOR AREA 1 332 SQFT. FLOOR AREA 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 FLOOR AREA 2 510 SQFT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . co I N � FLOOR AREA 3 534 SQFT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N N FLOOR AREA 4 631 SQFT. LOT 3 FLOOR AREA 5 103 SQFT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ F OR RE 6 FLOOR AREA 6 614 SQFT. U- N14 S 00 FLOOR AREA 7 272 SQFT. LO . . . Uo ^ FLOOR AREA 7 �; Cn FLOOR AREA 8 389 SQFT. . . . . . . . . . . . . . 272SF. . . . . . . .7. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38 F. o N 600 SQFT. DATE 08-27-21 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o SCALE AS SHOWN N TOTAL MAIN HOUSE AREA : 3,385 SQFT \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � JOB 2021 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '� NOTE: STAIR AREA IS COUNTED DOUBLE, BOTH FIRST FLOOR AND SECOND FLOOR SHEET SECOND FLOOR LEVEL Community Development Department Planning Division — Cupertino 'CUPERTINO O APPROVED Case ## TM-2021-0061 R-202* 0 1tilm5, .......... Approva y W0115t � -016, FIRST FLOOR AND SECOND FLOOR Approval Date 10/18/22 \ NOTE. STAIR AREA IS COUNTED DOUBLE, BOTH DESIGN STUDIO Signatur Brianne Harkousha LO Case Manager . . . . . . . . . . .I . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . .. TOTAL MAIN HOUSE AREA 3,385 SQFT 4180 WATKINS WAY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SAN)OSE, CA 95135 W 408.375.0041 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N a o 600 SQFT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cC \AAAAA F O A E REVISIONS . . . SF. . . L p I� FLOOR AREA 8 389 SQFT. . . . . . . . . . FLOOR AREA 7 . I Z cn . . . . OOP 61 F. WA N FLOOR AREA 7 272 SQFT. . . . . . . . . . . . . . . . . . . . . . . . . . . . C O A A FLOOR AREA 6 614 SQFT. N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FLOOR AREA 5 1 O 3 SQFT. These drawings are instruments of service&are the property of 08 Design Studio. �AAAA \AAAAA/\AAAAA/\ \AAAA/\/\AAAAAA . . . . . . . . . . . . . . . . . . . . . . . . . . . . All designs and other information on these drawings are for use on the specified . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . project and shall not be used without the expressed written consent of 08 Design N FLOOR AREA 4 631 SQFT. Studio. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. • • • • • • . • • • • • • • • • • • • • • • • • • • O � Contractors shall verify and be responsible for all dimensions and conditions shown cD OJ N FLOOR AREA 3 534 SQFT. by these drawings. ; � o _o» N FLOOR AREA 2 510 SQFT. DESIGN BY: CHAP NGUYEN (n N FLOOR AREA 1 332 SQFT. 14'-0" 24'-5" AREA N PROJECT SECOND FLOOR LEVEL NEW SINGLE FAMILY HOUSES 20'-0 1/2" 20'-7" 45'-3 1/2" 00, DISTRICT McCLELLAN 0 I ADU 20860 McCLELLAN RD. CUPEIRTINO, CALIFORNIA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SHEETCONTENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . to N 00 A � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V) J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 2„ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 F. 631 S F. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LO A A FLOOR AREA 4 . . . . . . . . . . . . . �. o 0 FLOOR A RFA ADU F OR AREA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . CALCULATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . to - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LOT 4 . . . . . . . . . . . . . . . . . Ln 3 SF N FL R E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18' 2 .1/2„ 22'-6 1/2" DATE 08-27-21 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SCALE AS SHOWN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14'-2 1/2" 6'-9 1/2" g'-0" JOB 2021 loe . . . . . . . . . I I SHEET FIRST FLOOR LEVEL 14'-11" 6'-0" 6'-2 1/2" Community Development Department Planning Division — Cupertino PSRTINO 7'-11 �CU " APPROVED Case ## TM-2021-0061 R-202* 0 1tilm5, .......... Approva '0 WO 15fl -016, 1 ApprovalDate 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SAN DOSE, CA 95135 408.375,0041 N I N N REVISIONS FLO k EA 4 SF. o N These drawings are instruments of service&are the property of 08 Design Studio. N All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design Studio. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown by these drawings. 2-2 DESIGN BY: CHAP NGUYEN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13'-8" 7'-11" 2.5`- 2 1/2' 00 PROJECT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . oe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NEW SINGLE FAMILY HOUSES 6'-4" 111 6'-Ott ol 6'-9 1/2'> . . . . . . . . . . . . . . . . . . . . . . .FLOOR AREA .7 . . . .�. . . . . . . . . . . . . . . . . 586 SF.. . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . q. . . . . . . . . . . . . . \AAAAAAAAAA/\A/ AAAAAA/\/\AAAAA /"\AA/\AAA/\AAAAA/ N . . . . . . . . . . . . l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . : : : : : AAAAA/\AAAAAAA N DISTRICT . . . . . . . . . . . '-o" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :::::::::::::::::::::::::::::::::::::::::::::::::::: 4 F. McCLELLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N F 00 A A 1 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20860 McCLELLAN RD. 819 F. CUPERTINO, CALIFORNIA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FLOOR.AREA 3.. . . . . . . . . . . . . . ...... 14'-1 1/2" 468 SF . . . . . SHEETCONTENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .N l AREA: 1,4-52 . SECOND FLOOR LEVEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AREA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . oo FLOOR AREA 1 819 SQFT. O ILA N FLOOR AREA 2 414.5 SQFT. N N FLOOR AREA 3 468 SQFT. FLOOR A RFA N FLOOR AREA 4 457.5 SQFT. CALCULATIONS 04 1�1FLOOR AREA 5 134 SQFT. LOT S L: rn FLOOR AREA 6 411 SQFT. N Cn 000 N FLOOR AREA 7 586 SQFT. F O A A O 0 o I N U- FLOOR AREA 8 455 SQFT. N O �, A FLOOR AREA N 4 i Cl) 557 SQFT. N Q LO LO TOTAL MAIN HOUSE AREA 3,745 SQFT DATE 08-27-21 SCALE AS SHOWN 30'-3" 6'-5 1/2" NOTE: STAIR AREA IS COUNTED DOUBLE, BOTH o FIRST FLOOR AND SECOND FLOOR 1 JOB 2021 LO FIRST FLOOR LEVEL SHEET 20'-7„ ADU �"` 21'-6" Community Development Department Planning Division — Cupertino 'CUPERTINO O APPROVED Case ## TM-2021-006, R-202* 0 1tilm5, LO .......... ApprovalyW0115flt -016, 19'-3" 7'-9" 15'-4" 20'-0 1/2" 10'-2" 00 Approva Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager 4180 WATKINS WAY SAN)OSE, CA 95135 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 408.375.0041 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ;s, REVISIONS FLOOR EA 4 N 5 0S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O 00 00 00 1 These drawings are instruments of service&are the property of 08 Design Studio. All designs and other information on these drawings are for use on the specified project and shall not be used without the expressed written consent of 08 Design Studio. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown by these drawings. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DESIGN BY: CHAP NGUYEN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1'-6' I F O Ak 2 r F O A A FLO0R.AREA.-4 52 8S . . . . . . . . . . . . . . . . . 8235F. . . . . . . . . . . . . . . l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IN M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �, i. . . . . . . . PROJECT F R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APU . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NEW SINGLE FAMILY HOUSES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cV . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AREA DISTRICT Of FLOOR AREA 1 783 SQFT. McCLELLAN 0 Il — FLOOR AREA 2 252 SQFT. rn Cn N FLOOR AREA 3 568 SQFT. 20860 McCLELLAN RD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FLOOR AREA 4 823 SQFT. CUPERTINO, CALIFORNIA FLOOR AREA 5 183 SQFT. FIRST FLOOR LEVEL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FLOOR AREA 6 648.5 SQFT. SHEETCONTENTS 0 Cn 00 FLOOR AREA 7 273 SQFT. W� � -0 204 14 -0 30 -11 " En FLOOR AREA 8 494.5 SQFT. . . . . . . . . . . . . . . . . . . . . . . . . . . . o N 560 SQFT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q CO co N to LO TOTAL MAIN HOUSE AREA 4,025 SQFT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . in . . . . . . . . . . . . . . . . . . . . . . . . . . . . NOTE: STAIR AREA IS COUNTED DOUBLE, BOTH :_....._._....:.:.:.:.:.:.:. FIRST FLOOR AND SECOND FLOOR FLOOR A RFA o FLOOR AREA. 4. . . . . . . . . . I CALCULATIONS 273 SF. . . . . . . . . . . . . . 9 SF `° I . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . N LOT 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . FLO R EA 4 6 8.5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AA /\ AAA /\ /\ AAA /\ AAA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE 08-27-21 SCALE AS SHOWN JOB 2021 SHEET SECOND FLOOR LEVEL Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case# TM-2021-0067 R-2024 0 toi1-045, Approva '0 '5i� -016, Approval Date 10/18/22 DESIGN STUDIO Signatur Brianne Harkousha Case Manager _ ., 4180 WATIGI INS WAY SA )OSE, CA 95135 '.z 408-375.0041 F i REVISIONS N S S I :�' _ I i IIII i i s Ii ,I I • — - ` • -` ' "' , _' •'4 '4�'• "r,. 'yl These drawings are instruments of service&are the property of OB Design Stadia. designs and other information on these draw in s are far use on the specified - rojeck and shall not be used without the expressed written consent of OB Cesi n p g Studio. Written dimensions an these drawings all have precedence over scaled dimensions. Contractors shall verify and be recedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions shown by these drawings. DESIGN BY: CHAD NGUYEN PLAN 1 PLAN 2 PLAN 3 PROJECT t NEW SINGLE FAMILY HOUSES <,JCT , e x\ itiL McCLELLAN PISTP F. I , r�. , x ' I i�lll 9 ". .§'' '� 7ie+; - '"i i ... r: �. CUPERTINO, CALIFORNIA IN b i.`a+Jfi.: 5H EET CONTENTS _ a PLAN 4 PLAN 5 PLAN 6 = _ - COLOR BOARD ROOF HORIZONTAL COMPOSITE VERTICAL COMPOSITE AWING BODY PAINT ACCENT PAINT STONE VENEER CORRUGATED METAL TREX SIDING TREX SIDING SHERWIN WILLIAMS SHERWIN WILLIAMS TRIM/FACIA BOARD CULTURED STONE DATE 08-27-21 STANDING SEAMS HAVANA GOLD HAVANA GOLD IRON ORE DOWNY SHERWIN WILLIAMS ALPINE LEDGESTON E COLOR: DARK BRONZE SW 7069 SW 7002 HIGH TEA SCALE As SHOWN SW61"59 JOB 2021 NOTES: ,WINDOW AND EXTERIOR DOOR FRAMES ARE ALUMINUM DARK BRONZE COLOR SHEET . EXTERIOR WOOD FRONT DOORS, PAI NTED MARK ORANGE, PASTEL GREEN, WARM GRAY AN D WH ITE) .CLOPAY MODERN STEEL GARAGE DOOR '"'' Corr munity Development Department Planning Division — Cupertino ALOK VENTURES LLC. 'CUPSRTINO APPROVED 3230 WESTBRIDGE LN. � c Case ## -2021-006, PLEASENTON CA, 94566 IM -202*640 tm5, 2--015 A A Z Approva I - '0 bffcfl -016, y % N Approva I D to 10/18/22 I Signature Brianne Harkousha m Case Manager I I ADU ADU _ 20' BACK SETBACK a ADU ADU ADU 1 3 20 CK SETBACK 20 BACK SETBACKBACK SETBACK 2 ACK SETBACK 20 BACKS ACK 1 38-93 IF � � � dl TRASH PLACE ENT II o V o o _ o o o o o o I I � � I I � I I � I I I 1 ❑ 0, I ADU I� LOT 5 m l I I � � � LOT 4 I�, - I I � I I � LOT 1 I o LOT 8291 SQ. FT. 105 I� o LOT 3 LOT 2 1 LOT 7526 SQ. FT. ID m �, LOT 8571 SO. FT. a � - I �� STORY HOUSE _ � r,., I LOT 7532 SQ. FT. —� —� LOT 7535 SQ. FT. � - 60+/ a 2 STORY HOUSE I� 2 STORY HOUSE `� m 0 2 STORY HOUSE RAISED CURB , 2 STORY HOUSE m ICID � MEDIAN 0 m OD Lj co LOT 6 Lj m � 105 ri CIE ® � 105 c 105 LOT 9793 SQ. FT. ° u 105 h L1J II II II IN oT Lj 2 STORY HOUSE � � o W 103 0 Q 20' FRONT SET U � 1 W Lu 1 U II ❑ � U oz II � w � � ® 1 ❑ ,_ 3 , � ❑ I 38 9y LU ao 105 _ TBACK T ET K 20 F - - -1 L - — SETBACK ❑ 104 TRASH U _ �/ RON S AC v v ICI PLACEME (JD El� u , II ❑ E AR � V V 102 6-0" / 102 oo,�o L — — — — — — — — — — — — I' �°��� — — — — �''o' ° APN: 359-20-030 20-0° AA All � I 101 20.0" I � I \ II REVISION I NO. DATE DESCRIPTION 0 0 0 0 0 0 OSHEET KEYNOTES PROJECT NUMBER 08-12-2021 NO. NOTE DATE DAH 101 SHADED AREA (E) ROAD TO BE EXTENDED DRAWN 102 TRASH TRAVEL PATH CHECKED 103 (E) BIKE LANE SHEET TITLE 104 TRASH CAN PLACEMENT SITE PLAN 105 HOUSE TRASH CAN LOCATION (3 CANS PER HOUSE 32GAL, 64 GAL & 96 GAL) TRASH PATH 1 PROPOSED SITEPLAN — TRASH CAN TRAVEL PATH SHEET NUMBER SCALE: 1/16��=1'-0„ AS- 1 02-ALT Corr munity Development Department i Planning Division — Cupertino ALOK VENTURES LLC. 'CUPSRTINO APPROVED � 3230 WESTBRIDGE LN. Case ## -2021-006, PLEASENTON CA, 94566 -202* 0 tm5, ? y Approva I -�, �-015f -016, - 'O - 2j t I Approva I D to 10/18/22 m Signature Brianne Harkousha Case Manager ADU ADU - 20' BACK SETBACK 20' CK SETBACK 20' BACK SETBA ' BACK SETBACK ADU 2 ACK SETBACK ADU ADU 20' BACK SETBACK �\Jjk no 0 I0 Folo 0 0 I I I I I I I I Q ADU � 4 so'-o Ui o C/, � TRASH CAN m LOT 5 m SOT 4 ° `j'cn LOT 1 ° STAGING ® o LOT 8291 SQ. FT. l05 I� LL LOT 7526 SQ. FT. ID LOT 3 cyl LLOT 2INA PL LOT 8571 SQ. FT. �, 0 � 2 STORY HOUSE c m LOT 7532 SQ. FT. 4 LOT 7535 SQ. FT. � - CT, cf) �� - STORY HOUSE I� o 2 STORY HOUSE �I o CIO u D 2 STORY HOUSE to � 2 STORY HOUSE cn M m CD �, 1 LOT 6 LU o m � 105 - 105 105 �I LOT 9793 SQ. FT. V l05 N Z 2 STORY HOUSE ° � L1J o �� I I — 0 103 11 Q Q 20' FRONT SET V CD-, rrr U II II w ^ II � CD o FO V W � � - � I � o Uj V TBACK 201 ONT SET ACK 20 F SETBACK � NO U V V V cn V � NZ V V E A R 102 102 APN: 359-20-030 20-011 40-0" 101 20-0° I j \ REVISION NO. DATE DESCRIPTION 0 0 0 0 0 0 0 SHEET KEYNOTES PROJECT NUMBER NO. NOTE 08-I2-202I DATE 101 SHADED AREA (E) ROAD TO BE EXTENDED DAH DRAWN 102 TRASH TRAVEL PATH CHECKED 103 (E) BIKE LANE SHEET TITLE 104 TRASH CAN PLACEMENT 105 HOUSE TRASH CAN LOCATION SITE PLAN TRASH PATH PROPOSED SITEPLAN - TRASH CAN TRAVEL PATH 1 SCALE: 1/16"=1'-0" SHEET NUMBER AS-1 02 Community Development Department Planning Division — Cupertin bwnerAffidavit CUPERTINO APPROVED Case# TWV921 tie that the development at 20860 McClellan Rd, Cupertino CA 94566 is 100% R_ ' the homes developed are for private home sales. Approva I fai?yn5 -0167 Approva I Date 10/18/22 Signature Brianne Harkousha Case Manager Dt: 12/31/2021 Manager: Alok Damireddy District McClellan LLC, Owner 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 0 Communit Deve10TgXT4T4yjFmt MAP �Q 1JAND S� Planni g Division - Cupertino �5\�oER S� QG �CUPERTINO 9 APPP0- 2�Ja Portion of the 10.56 acre tract of land in the Stelling Road <v� �'cti�west one-quarter of Section 24, Township 7 South,Case# TM-20 1-00 R-202 r Diablo Base & Meridian w FerR2 BOXNo. 8347 -01its 'Cupertino, California `Z6 No IDApproval 2 tr'cil of ca��FApproval Date 1 /18/22 Basis of Bearings:asis of bearings is along the centerline of McClellan Road as N8 Signature Bria a Harkoush� _ _ _case Manager as wn on that certain Record of Survey Map filedfor record in Book 173 of Maps at Page 54. 3 APN359-20-029 N89°56'35"E 602.60' Held Record Distance 60 .60' per R1 IP per R1 SFNF 4 U0 389.79' 419.79'to Street C.L. (419.75'per Deed) SO°02'48"E I I I I I I I I I I I I I I I I I I I - T - NOTES: 62.15' }'�\ 76.76' 61.00' 60.40' 60.40' 69.08' wI o= Lu W W 1 W 1 EO Street Address: 20860 McClellan Road �1 1 7 o0 0 0 o I LO I Cupertino, CA 95014 ip 1 rn 0 b o 0 I CO I Ln o 0 o LID 5 0�1 0 o 0 o I a� I Owner: Robert M. Carlotto, Trustee Q _00 I = z = = c°n' I z I I I I M-M 884.93' Subdivider: Alok Ventures, LLC I I I (885.00'per R2) R1----161 M 44 O _ I R2----885 M 07 I I Assessor's Parcel No: 725-01-018 I _ _ R3----Deed(Doc24414331) I I 6 I I I Existing Use: Single Family Residential I I I Proposed Use: Single Family Residential Lot 6 Lot 5 Lot 4 Lot 3 Lot 2 Lot 1 1 Present Zoning: R1-10 Zoning District I I I 1 9,615sf 8,469sf 7,526 sf 7,532 sf = 7,535 sf 8,581 sf I 1 (E)30 7 Proposed Zoning: R1-7.5 Zoining District u� I I � Street co I 6; dedication Sewage Disposal: Cupertino Sanitary District �j I = I (E)20'PT&T CD v Easement per _- Storm Drainage: City of Cupertino �jt 1 Proposed 5' PUE & LEA 1 8 cn 1- 4'PSDE w Doc#3845350 Typical lot width at I I o Source of Water: San Jose Water Co. 1 r` building setback line = = I I (D o ExistingImprovements: As Shown Q I L°n' Typical Lot Width 1 1 p M p I 0_ R = 57.00' at Front Setback Line I I R = 76.00' Gross Parcel Area: 54,244sf(1.245ac) - ' ' _ I z L = 36.36' Total L= 6� - _� L = 23.96' _ = I I - o 9 1 R = 76.00'� 06 Typical Lot Width 1 I - Ln Lu Public Street Dedication: None 1 43 A= 19°10'59" Total L= 63.11' at Front Setback Line 1 1 •� 1 8�, Zo 39.15' _ - 60.40' 60.40' I I Private Street Area: 4,987sf \\\/ 24°2 - - _ _ ` - - - - - - - i - - - - - - - - - - - R - 15.00' I � t; I - `?S'F R= 15 00' o A= 90°03'25" I 1 � R - 57.00 Net Area: 49,257sf I L - 38.12' R = 37.00' x\ �" L1 = 33 53'09" = o o C _ L = 23.58' 1 U 1 ctit = 1 0= 47-40-1011 L = 8.87' a- / = 1 � 1 o L - 307 R - 56.00' 40.64�- - - - - - - -„� 60.40 - - - - - - - - - - - - - - 60.40 - - - - - - - - - - - - - - - 54.19 - - - - - - - 1 � o� u� Lu _ I - - LEGEND 1 0- `\2�" / R 37.00 A= 24°36'35" R _ 56 00' -I Lot 7 (Proposed PUE E rn w M 1 = ( p EAE, PIEE, co LO 0 0 11 L = 24.05 A= 134813 c� m° nIn 10�0 _389.7 _ _ _ - - - - - _ _ _ _ _ _�! 0= 211900 L = 13.49' 4987sf PAE, PSDE & PSSE) 82.51 L = 13.77' LO BDM per R2 1 EAE EMERGENCY ACCESS EASEMENT , , MENEM , , - 1 - - - - -rn SF NF cc T 419.74'to Street C.L. (419.75'per Deed) SO°00'00"WzcPAE PUBLIC ACCESS EASEMENT1 0 PUE PRIVATE UTILITY EASEMENT 1 w PIEE PRIVATE INGRESS & EGRESS EASEMENT - (301.76)Held Per R1 (SO°00'00"W) 1 PSDE PRIVATE STORM DRAINAGE EASEMENT 1F Cherryland Drive (Existing Private Street) 1 (S90°00'00"E) 7 � Existing PUE, EAE, PIEE, PAE, x (24.00)Per R1 ��I "' PSDE&PSSE BDM not Found at PSSE PRIVATE SANITARY SEWER EASEMENT I w Cherryland Dr 1 Held Record Distance 57.97 PUE PRIVATE UTILITY EASEMENT 1 Fd BDM per R2 per R1 , PIEE PRIVATE INGRESS & EGRESS EASEMENT Prlrcel ,3 1 LE LANDSCAPING EASEMENT 885 M 7 1 Existing PUE, EAE, PIEE, PAE, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,1,1 PSDE& PSSE / Lu APN359-20-044 a Q6 LU Exterior Parcel Boundary �� /� L Pdreel A , Fd BDM \ Pdre�l 3 w 335 M 7 held at 0.17'north rn 1 New Lot Line \ 335 M 7 APN359�20-04 per on R2 ,CIO \ / APN359-20-043 Norf - - Street Centerline \ / Bonny Drive - - - - - - - - - - - - Easement Line - . . \ \ SCALE: 1"=20' M 1 O 0 0 0 0 0 N M � icy r\ CV I M 1 I J � . r r 0 clow '""' �' 0FFIC E 0 F C00 NTY A S 5E550R 5AN TA CLAR A C0U NTT. CA LI FOR N IA b, n E100K PAGE I--� 17 ' Iti 39 2� �■i R Q Ch Cheryl D r Cheryl Dr Y CC) O Fd Mon Box t 4 n w n1 16 I - - - - per R2 FEE wI McClellan Place No Punch or ID - +18 C` Q'� n L 1 w E Z a wo w N MI in � 5 ■ x ■ � � < - MS DLELLAN -----ROAD-- -- •¢~ o -. � �--... in Sheet Index: a McClellan Rd v � s~ � = m • .asoc :as aaeo P.M. 885-�I-J5 Sao r3aa rot x�c �°4.59 diTAl w 00 13 SS F E05: y7 1. Tentative Map `Waldorf *� : � I' �. AC. � y, r ,al y- - Yaa' 19CN L. School of The " ¢ 3 , d Y�z,-- 2. Boundary & Topographic Map Peninsula High a � � �tn PfiL A CL o W ®.�53�f PCL.I a ; F 3. Preliminary Grading & Drainage Plan School 3 - � �q a,-,a �i• z •� --------- � 4. Preliminary Storm Water Management Plan :a„o. 0.23 AC. e - le 0.1�5 , : 4: 5. Preliminary Utility Plan q SITE o i -= E8 w 29 a a. J!! � &�9 9f�, is.r W r _ - ffI J m C1 4 4 �$ i 2 20 �I� fj F 7C 7 6 PCL D.�t '°F 5 µag a _ --- ---� I aCL L 1_ _j 3.077 s m. 0.522 AC, wt I 6 a h . a.es4 Ae --- I dl W (10.5) N o U_ U) I!1 f '�' o 3n.� ._ .r> 3sr ----- N 5"PUE & L 14.5'- o N _ 1�- 3.00AG.NET 2.66 AC.NET l.26AC �I e ¢ E _ �1 a NET i PCL C. M1 $ � 20.5' (20) N m L} y d 9.442 sf 2 •�•}9q p, ,�c ., �Yil Ii TY , 41 19' zT 19 T7 '�6 r15 M�3 IG ... a. l,�� ff] Erin 1Na a s - re, . a a �` 23�-22 �� ifl 12 - ' q 9 T a I 311 I (+8) (`5) Q m 21 f m 3 2y ab=' a , { I J & �� _ * y° ', n s o W Z Y baoe< t, P a 9 o 1.0-2.5% 0 U ;a ,€1 �81 1*Y Lf L 1� .L Lf I a LL P U �� of = a R= y ,2 0 15-3_5/0 --- - - - - - - - - - - -1.0_2-5/0- Q U _ ' I I I - - ---- - - - - - o c� _ �~25 `l'� r `� y, 46.5@ 6� 605® no 50 69 Sa 445U 66.70 bJ.50 I 50.3s 49.3fi o0 fi0 flow 61.Is SB.1C a5.�a II I - - - - - _ _ -- - _ - - - _ _ _ _ _ _--- 11----- s_a _-�N Af w , , ; pui fitPS ed 6+! xo-vTRAGT N- 2$35 /dip Nt retrr ern rs■e y ; - - - --- -ii JOB NO. r p ' �' _,° -. -y� Y Ft _-- Curb&Gutter or full depth r__sawcut line_ _ __ _ L - - - _ l; 221047 4 N) I� yl W aim • fRtit�r- Existing Pervious g t� _ • s , a s _ a; Vertical Curb&Sidewalk ---- Y � -- + Kirwan Ln a "''� ,; Y _� as shown on plan Permeable Pavers on Bedding Course Pavement SHEET 4 aoo and Stone Subbase C 1 Vicinity Map i � x� mf^,,.f„ ` per the Soils Street Section-Cherr land Drive Widening z to match existing Engineer Looking North Not to Scale- OF C No J Assessor Parcel Map Street Section a` X 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Commun y Development Department 1� Pla_ ing Division - Cupertino o NDs E R s/ (i 'CUPLRTINO 1 - APPROVED �� ` �G) Case# TM- 21-006, � 28 31 28P.60 R-2 �0�, 5, I 282.01 * No. 8347 sib db yello lush curb II II 282.1 015 -016, 282.10 tc8@99 II II flu c rb Approval -0 y 2tncil ac dwy II II a F of cp L�Fo Approval Dat 10/18/22 SCALE: 1"=20' 2282.13bw II Basis of Bearings: Signature Bri nne Harkoush cic f hAa in q i along the centerline of McClellan Road N co I 281 8 casenne9056'35"E as shown on that certain Record of Survey Map filed tc@ wy.84 �� 3�p , 28 .44 for record in Book 173 of Maps at Page 54. � @ wY 3 278.37 / 281.68 281.1 n side fnc jog s 1.5 to chlk Inc tc @ d 15 II II lip / 281.23 - - - - - bw 281. 279.34 279.66 _ - - - - 279.38 �?7�51 ep fl 278.34 - - - - fh - - - - - - - - - - - - - - - - - - - - - - - - - - - - ac dwy ac ac ac 81. 1. 281.4E28 .0 ac dwy 279.68 ep0.73 tc @ dw sw lip 1 6 278.79 279.29 / II II 1 4ABBREVIATIONS: d� .27 / 281.76 28 .92 210.97 APN359-20-029 /z10 77 280 wm 2 3 Ii AC ASPHALT CONCRETE GV GATE VALVE t end BC BEGINNING OF CURVE HP HIGH POINT z7s.ao cif 27s.sz 1.5 uw 280.10 - - - 279wy- / c BFE BASE FLOOD ELEVATION INV. INVERT z79.ao �8�8.48 - - - 278.68 - - - - - . _ - - - 279.69 cif - - wv - - 27� - - - - - - - - 279.26 �� - - - - 279.38 �80.07 2s2 77 BLDG BUILDING JP JOINT POLE clf °if t0@ ep ep ep ep e tob �51.52 II c u i i i i $[j. 10 0�84 1 tob I I piv 281. 2 - III - �.-al 1YeZ BVC BEG. VERTICAL CURVE LP LOW POINT O o _ - 5 �89.79 cedar 13 9J 2 .09 --------------------------- ep - _ 279.44 dwy - - - - - ep -28T3 ep S0�02'48'E 4�;T BW BACK OF SIDEWALK MAX. MAXIMUM 0 278.75 278.6° _�zs�g__________ ____ -�,___ - - _ 278.67c1f 28�s�a Io 12 (E)D ive ron MIN. MINIMUM Rl n9 cif ;gd cif 278.52 'gdwJ a clf gate W to ePlug ed CB CATCH BASIN cif I -� g� 280.66 2806 280.s1 i ClLO CURB INLET NG NATURAL GROUND p� W ' _ _ e 5_ M uW PB PULL BOX � C9 I ep 278 ep / 2 1.18 80.71 cedar 11� 8 fork zo II II 1.1 CENTERLINE poc trunk --ac p LO 281. 2 II II CL D/W CENTERLINE OF DRIVEWAY R PROPERTY LINE ? (E)A C Driveway to be Cpi e36 ine24 280.47 0) b P.S.E. PUBLIC SERVICE EASEMENT �' 280.5 (E)Gravel Driveway I removed 5 & fnc ang z II II lip CMP CORRUGATED METAL PIPE Q - 0 � ; to be removed 2s1.21 z lip , 278.58 ac dwy 1��poc trunk ced r nSlteI II 6 CO CLEAN OUT P.S.D.E. PRIVATE STORM DRAIN EASEMENT oo z 27s.a5 _ emolished II DI DROP INLET PVI POINT OF VERTICAL INTERSECTION ; ac dwy 8 .3� 280.60 80' D.I.P. DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE. . \ 278.71 �79.20 281.45 c r1 DWY DRIVEWAY R/W RIGHT OF WAY \ ep e78.72 �6�'fl`Dfnkcedar tc@ 9y i EC END OF CURVE SDMH STORM DRAIN MANHOLE v bb 1277. 277.41 ;' \278.39 `^ 28 .35 --------------------------- p co i EG EXISTING GRADE SSMH SANITARY SEWER MANHOLE gdw gd�r-----_______ 278 1 I w o 7 ELCT ELECTROLIER STD. STANDARD --____ __ ' EP EDGE OF PAVEMENT SW SIDEWALK ,�77.96 \ ep 278.77 0.07 .3 - L0 ER END OF RETURN TBM TEMPORARY BENCH MARK gdw APN 359-20-030 All(E)slabs& dwy sib slb C ,..pp 00 277.4 278.49 280.75 280 6 �y EVC END VERTICAL CURVE TC TOP OF CURB (fig 12 °tree 1 gdw walkways onsite to be tstp 2 77 tc 79.78 1 tstp 280.46 p (E)Raised _ (E) EX EXISTING TYP. TYPICAL p A )�bs& Sw FF FINISH FLOOR WM WATER METER 278.61 �27s.s1 I zso.o9 a son-s-Ie-Ine Curb Median 8 277.46 sib ep 278.63 2$0.4 (D � FG FINISH GRADE WV WATER VALVE II gdw ac dwy Sib (E)House demol'he z 280. 7 d Iyell w G� o FH FIRE HYDRANT U 277.27 277.43 278.41 to be demolished Sw bw V � FL FLOW LINE Gz 277.12 fl gdw - sib 278.50 278.70 281.33 Y8p.29 28 .2 27 .7f CCV GB GRADE BREAK Q ip 6"post sib G 277.81 tstp 279.22 gdw' I 279.37 Co 7 74 wm tstp 27 279.81 ti 9 LEGEND I ac dwy 27 sh s sw 2 .83 279.86 � tc Q 276.87 -I 76.67 281.32 279.45 ng EXISTING DESCRIPTION (City Std Detail#) ep - I P I 278.56 tstp sib 9.48 _ ' ' 6.99 ac dwy 279.53 b k wk PROPOSED 279.28 PROPERTY LINE (E)Barn and all other I ac dwy 281.30 - - - - CENTER LINE �' ep t bi) structures to be demolished 278.44 tstp �' © I I I ac dwy279s2b ( )Garage9.31 W Q E poc trun cedar o 1 = = CURB AND GUTTER :��.1427 .44 to be demolished 279.09 co cdwyy 279.09 279.82 cone dw 279.0 278.64 E 276.57 276.88 277.47 (E)ADU sib 279.74 t @ dw fl N poc trun ne o - - DRIVEWAY APPROACH (A-8 & 9) 1 I 276.70 broken ac ep 276.78 broken ac ep broken ac ep I I to be demolished poc trunk pine > - - - - - - � 276.50 I ep broken ac ep d e 1278.46 278.99 279.38 cv co p 278.05 ac dw pavers po trunk cedar � W p \ HANDICAP RAMP (A-1 &A-5) nZ. - 276.eP - - - - gdw sib �� ,.,227s s4 27 64 - - 278.58 sib Ucedar 19 - - Y 27 .6 0 11 -- Q - - - - - - - - - - - - - � - z�- - - - - - - - - - - ac dwy 279.19 - - - - - - - - - - - - 279-Z4 � 2 s I;p (E Drive Apron to be � 276.13 broken ac ep 277.62 poc trun pip®c trunk cedar M c SD LSD) STORM DRAIN 276.38 inv 4"abs sd 277.77 277.75 ac dwy 278.58 sib (E)AC Driveway to be R mov &Replaced 277.19 278.59 � inside fnc 276.33 276.61 (E)AC Driveway to be tc 276. t0 ac dwy removed tc 27s 9 wi ne C&G per City SS (SS) SANITARY SEWER broken ac ep ep removed 77.s2 �� - - - - - _ - - -277.47 - - - bl yellow St .De it 1-16 (W) WATER MAIN ep an - - - - _ _ - - - -277.75 - - - - - - - - 277.68 - ac dwy tc 278.60 v o W 276.34 BDM per R2 0 - - - - - 277.71 278.01 x „ - SFNF (G) GAS 389.74' 276.39 x ng t x inside fnc ng ng ^} S�o�O'0�"V V 8.5 4 II 1 E (E) ELECTRIC 276.38 sd cnc pate @ inside Inc 276.01 I 77.24 277.26 277.12 277.14 (E)6°Water 277.16 276.99 t @ci,I 271. 4 78 43 F�1 inside fnc cor inside fnc I 277.36 (w) (w) (w) _(w) (w) (w) avers (w ) W (T) TELEPHONE 277.32 I wv pavers pavers pavers pavers p fl wv -x-x-x-x- tow @ fnc cont 20'+- 277.4 lip - - - - - - - - - - - - - - - - - - - - FENCE, TYPE AS SHOWN _ 277.36 pavers lip i � 278.12 STREET BARRICADE (A-32) I (SS) (SS) (SS) •(ss' (SS) (SS) (ss) � � � � br fl (E)8"Sewer tc @ ci BENCH MARK Pdreel C I 27sni I'p 27715 Cherryland Drive (private Street) 276.9s 00 ssmh 277.05 2 6.89 276.96 W . - r 1 MONUMENT, TYPE AS SHOWN 885 M 7 I 27 1fl 277.66 pavers O O (A-31) APN359�20�044 tc @end 277.67 277.23 277.28 277.26 277.73 276.97 276.95 lip fI lip sdrr BDM not Found at I Fd BDM tc @dwy pave tc @dwy tc @ Yc @dwy pavers 276.81fl 2 6.90277 0 27 .30 Cherryland Dr pavers 277.48 277.47 fI ss h,Inv268.05thru 268.30in A REVISION �� „ lip11 277.44 - - . . �� . . �r �T - 78.1 277.66 fl 277.37 � � - - - - 7.64 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -2�7.-M - - 277 6.71 ` bly w SECTION - DETAIL 1 15 SHEET NO. lip \ 277.31 / fh 7'70 tc � tc be f � �____ \ lip 277 SWALE I'd BDM 2.2% (21�) SLOPE 277.79 br / 277. 7 276. 2 held at 0.17'north brc \ / ® SD STORM DRAIN MANHOLE (SD-1) \ / Pdreel A 277. 5 lip per call on R2 ` \ 277.39 i Pdreel B 885 M 7 tc@ci,In 272. 5 276.6 99 CURB INLET (SD-5) \ 885 M 7 lip 1 - � APN359-20-042 I Bonny Drive � � DROP INLET (SD-4) , APN359-20-043 _ _ 0 ® STORM JUNCTION BOX \ .dmh I li 1 27 . 0 276.2 tc Ilip i 4) O276.2( - lip . . . . . . Ilp 17-N 276.4 N b�76.14 •ep kibl y Ilow a ,61 276:61 a a fl a O N ry V z N 0 a a N O O 1�� I m a E 0 ro 0 20-� 0 o N 2 N - r L Q Q } CO m 0 LL z LLJ Y Q Q W of 0 co 0 U U JOB NO. 221047 a m SHEET All a o C2 o a F 5 �J X 23 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 0- Commu y Development Department Plan ing Division - Cupertino o �ANQ s 'CUf'LRTINO APPROVED ER S Case ## TM-2 21-006, � 282. 8 31 28�.60 R-20 P�0�rn 5, fl h r * No. 8347 RR f 1 ye Approva I Ba I y C11 -016, q 282.10 281.99 ac dwy tc @ ci-bff i Q TF OF Ck�\F�� Approva I Dat 10/18/22 SCALE: 1"=20' n8/2.13 Signature BrAnne Harkousha O O O O CD 281 8 28 .84 .30 i Case Manager X tc @ wy 281.44 ti i @ wy 281.68 281.11. 3 278.37 � 2 n side fnc jog s 1.5 to chlk fnc / ep 15 lip 281.23 tc @ d / '�.ep- - - - - bw 281. 279.66 279.38 �51 fl _ 279.34 ac dwy - - - - - ac dwy - - - - - - - - c dwy ep 281.54 81. 1. 278.34 - - - - - - - - - - - - - - - - - - - ac dwy80.73 brdband can 28 .0 ac dwy 279.68 ep tc @ dw sw lip I rn fh 278.79 279.29 5 di gb � 281.76 28 .92 t 230.9 4 ABBREVIATIONS- APN359-20-029 ,280 7 280 wrn fl .39 �09 Il AC ASPHALT CONCRETE GV GATE VALVE BC BEGINNING OF CURVE HP HIGH POINT 27s.ao elf v992 t end 279.92 / c _ 1.5 BFE BASE FLOOD ELEVATION INV. INVERT zao.lo 279408�8.48 - - - 278.68 - - - - - - _ - - 279.s9 clf - - _wv - - - 279.63 - - - - - - - - - 279.26 - - N - - - 279.38 �$0.07 BLDG BUILDING JP JOINT POLE clf �clf tc� ep eP ep ep a 281.36 ?oti 941.52 zs tob piv 281. 2 0, 1.52 LP LOW POINT p n,w , , ut yep BVC BEG. VERTICAL CURVE 389 79� �= - - - - - - - - ep -281. e SO°02'48"E- - 5 40 BW BACK OF SIDEWALK cedar139 ------------"""--" ep 279.44 acdwy MAX. MAXIMUM 278.75 278.60 2 .09 278.38__________ - - _ 2sI894ia 1012 (E)DiveApron CB CATCH BASIN '-- -�z��s------ --- ----- --- 27s.s7clf MIN. MINIMUM N n9 cif gd cif 278.52 gdw a cif gate W 0.88 t0 e Plugged NG NATURAL GROUND cif � 280.66 280.61 zso.sl in Cl CURB INLET p) W I e 1o888fork PB PULL BOX ep 278.6s ep- - - 2da75_ _ _ CQ CENTERLINE ep cedarll CO 1.1 281.31 279.E P ry poc trunk cedar aC dwy 2 1.18 8°.71 Ln 281. 2 E AC Driveway 280.5 -�CL D/W CENTERLINE OF DRIVEWAY FL' PROPERTY LINE 0. ( ) ytobe Cpi e3sine24 u P.S.E. PUBLIC SERVICE EASEMENTLID (E)Gravel Driveway 5 2so.a7 orno b removed & fnc ang to CMP CORRUGATED METAL PIPE ,q - to be removed _ 278.58 ac dwy �2s1.21 Z lip Q - poc trunk ced r nSlte 0 e 0,8 6 CO CLEAN OUT P.S.D.E. PRIVATE STORM DRAIN EASEMENT z 278.45 _ _ - ' emolished ac dwy 280.88 PVI POINT OF VERTICAL INTERSECTION � g DI DROP INLET i � \ 278.71 281.45 sw 3� 2806ete ,n9 .75 80. :ugp' D.I.P. DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE. . \ �7920 c r1 ugo DWY DRIVEWAY R/W RIGHT OF WAY \ ep 78.72 j%I9 Mnk cedar tc @ 9y EC END OF CURVE SDMH STORM DRAIN MANHOLE e 277.79 278.39 ti �- - ------------- 277.41 28 .35 EG EXISTING GRADE SSMH SANITARY SEWER MANHOLE gdw-----"-- gaw---- _ P I w r` 7 ELCT ELECTROLIER STD. STANDARD -_____ 27s. 1 `D EP EDGE OF PAVEMENT SW SIDEWALK --- _ rgdw - --- ----� ep 278.77 0.07 .32 � ER END OF RETURN TBM TEMPORARY BENCH MARK gdw APN 359-20-030 All(E)slabs& dwy slb sib 0 U,,..,pp 00 277.4 278.49 280.75 280 6 EVC END VERTICAL CURVE TC TOP OF CURB •fig 12 otree 1 gdw walkways onsite t0 be tstp-\ 2 77 tc 79.76 (E) EX EXISTING TYP. TYPICAL p 3 ' A ) bs& sw P ti M tstp 280.46 FF FINISH FLOOR WM WATER METER 278.61 \ 278.61 I 2so.o9 a sonsfe o e 8 277.4s slb ep 278.63 280 2 0.4(J� Q WV WATER VALVE U') II sib (E)House demolish 280. o FG FINISH GRADE ') gdw ac dwy 2 d lyell w FH FIRE HYDRANT 277.27 27743 278.41 to be demolished sw bw � FL FLOW LINE 0. 277.12 fl gdw sib 278.50 278.70 281.33 S8p.29 28 .2 27 .7fl (a GB GRADE BREAK Q ip 6"post tstp It GB i 277.81 P 279.22 gdw I 279.37 cc 281.307 _ ac dwy 27 .45 tstp S7 71�.74 81 U 9 LEGEND slb lect.m er sw 83 0.00 276.87 -1 76.67 281.32 279.45 n99.86 O tc I C p e PROPOSED EXISTING DESCRIPTION (City Std Detail#) ep - - I P I 278.56 tstp slb 948 G ITI ac dwy 279 28 279,53 brick wk a, PROPERTY LINE �%6.99 (E)Barn and all other accessory I ac dwy 281.30- - - - - CENTER LINE �, eP structures to be demolished 278 44 tstp 27 .37 O I I ac dwy 279.21 ( ) g 279.31 W YE Garage yy poc trun cedar 11 279.09 279.09 279.82 1 = = CURB AND GUTTER 1Li 27s.aa to be demolished conc dw _ 276.57 276.88 277.47 (E)ADU sib conc dw 279.74 t 2 dw 178.64 E L poc trun ne o 276.70 broken ac ep 276.78 broken ac ep broken ac ep I I to be demolished DRIVEWAY APPROACH (A-8 & 9) � � � � - - - - - - p) ep broken ac ep poc trunk pine v 276.50279.38 (�f) _ ep I 278.05 ac dw pav8ers poc trunk cedar I W p HANDICAP RAMP (A-1 &A-5) 0. - z76.@ - - �- I�gdw S bs.59 �_ �7s s4 27 64 O - - - - _ - - - 278.58 cedar 19 Y 27 .68 - - 276.22- - - - - - - - - - - - - - - - - - ac 279.19 - - - - - - - - - - - - 9-4� - - r4 2 . 5 lip > M 276.13 broken ac ep 277.62 poc AA8l43pip®c trunk cedar M c SD LSD) STORM DRAIN 276.38 - inv 4"abs sd 277.77 277.75 ac dwy 278.58 sib (E)AC Driveway to be sp (E) ive A ron 276.61 E AC Driveway to be to 277.19 ac dwy 278.36 78.59 0) > inside fnc 276.33 ( ) Y v toe lu ed Ss- (SS) SANITARY SEWER ep removed 77.s2 to 27s. broken ac ep steel pl a 11"di removed 277.47 tc - 78 278,9 g Ln lep 277.75 277.68 278.12 - - - - - - - - I� W 276.34 - - - - - - - - - - - - - - blyello (W) WATER MAIN - - - - - - - - - ac dwy - tc 278.60 CD �ep - - - - - - - - - 277.71 278.01 x I y k x ng ng nn SO°00'00"W 8.5 4 (G) 389.74' 276.39 nside fnc 1 E (E) ELECTRIC sd cnc pate @ inside fnc ng I t @ci,I 271. 4 V276.38 276.01 77,24 277,26 277.12 277.14 (E)6"Water 277.16 276.97 27 _ 78.43 xj (T) TELEPHONE inside fnc cor 277 32 inside fnc I \ 277.36wv pavers - W - - - �w) -pavers - pavers �W) - - - (W)- pavers - �tt7) - - �W) - pavers- �t�tr fl v wv FENCE, TYPE AS SHOWN _ . . tow@fnccont20'+- 277.4 lip pavers lip 10 278.12 brt-x-x-x-x-x- 277.36 STREET BARRICADE (A-32) I fl ss ss (E)8"Sewer ss (ss( ) ( ) ( ) (SS) (SS) (SS tc @ ci BENCH MARK I 277.2' lip 27715 Cherryland Drive (private Street) 276.96 ) ED ssmh fl 276.96 LU 278.46 1 Pdreel B I 27 16 277.66 pavers O O MONUMENT, TYPE AS SHOWN 885 M 7 I fl tc @ end tc @ dwy pave tc @ dwy tc @ e @ dwy z76 5 27 y z 7.10 277.67 277.23 277.28 277.26 277.73 276.97 276.95 lipfl lip sZ sdmh (A-31) I _ APN359-20-044 pavers--',,,,,pavers 277.48 277.47 fl r 27 .30 2 REVISION �- 27744 69 ss h,Inv268.05thru 268.30in 277.66 ti 78'1 277.37 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SECTION - DETAIL - - - - - - - - fl 277 3 � -� - - - 27�7.ft4 2�7.38 .71 � bl y w 1 15 SHEET NO. lip 277.70 tc tcbc g 277.31 / fh IV 7.27 ---- SWALE \ rp 277 2.2% (2.1%) SLOPE 277.79 \ br / 277 7 27s. 2 O brc \ \ / Q S° STORM DRAIN MANHOLE (SD-1) \ Pdreel A 277 5 lip \ Pdreel B tc@ci,In 272 5 i 1 CURB INLET (SD-5) \ 277.39 / 885 M 7 APN359720-042 2 766 El DROP INLET SD-4 \ I Bonny Drive ( ) APN359 20 043 ._ _ _ 0 �Q ® STORM JUNCTION BOX 77.45 sdmh Q CL M 1 27 . 0 w! tc V 2 .29 276.72 82 276. 6. 276. 76. ■� bw sw lip a idbl y Ilow 17_� 276. 4 276.50 76.61 fl ep tc O a a O O O N a N 10 E m 0 20-'u a 6 o W 0 o CN 2 CV - a CO L Z W Y Q Q W U JOB NO. 221047 22--a SHEET w C2o OF a` 5 X 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 0 Communit Development Department u u \ II 1128N FESS/p Planni g Division - Cupertino fl �o �oER S�� ti F 'CUPERTINO 1 2 $ II II APPROVED tc dwy Co? rn Case# TM-2 1-0067 II II 2 C49717 R-20 PJ040 to 5, Approva I f - -015fl -016, II lip II 280.97 _a 2 b SCALE: 1"=20' F OF CAO Approval I Date /18/22 APN359-20-029 uu _ Signature Brianhe Harkousha `��91 0 0 0 0 N II 11280.92 J� Case Manager / / fl O II II 3 �� �\1 U) �p C fro (278.77) ( .. - -. .. -- .. -� 281.12 278.51) (279.26) tc @ dwy 0 �279.54) •(279.77) •(280.38) III •(281.45) __ •(281.68) fv- fv- 5)O .M� ►,-� - - y..' f-v- o,`L fv- ,nr� fv-T Lot Swale QF\`L��� \�.tg�� QF\`L ,t$0' ADU QQ\`L, ADU AD ADU 4 I T /2�9� 2 II45� < Typ Roof Leader .90 I ll280.51 G 278.43 Q It DU Splash Block ° (2 to wy II Illip 279.04 I ADl�co 21a1 cno 5 (279.04) IQ\�,t� I 0 \ o o Lot 6 ° Lot53 ?, o o Lot 1 ° Lot 4 I o o Lot 3 Lot 2 0 C • � U) FF 279.15 FF 279.35 FF 279.80 FF 280.20 U 0 FF 1 79.077 Pad 278.27 Pad 278.60 _ Pad u Pad 278.52 -Pad 278.97 6 \ Pad 279.37 ❑❑ JlLLF� , Ell Ll 6 - - - - - S1 - - - - - - - - - - - - - S1 Li Min 6"I-Max 21" I CMU Retaining Wall @ Property Line ad 279.77 lip9.76 a FF 280.60 Q FF=H + / fl d'� ti ctii `l O1 I 0 7 a I~4'P•_ L-4 1P�3 �'L-2 L-1 t0" S b Section LO o co o �10 1 Cn I o .� Q \tip / O = \ ,l�F (20) 8 I Bio-Soil Top �• s I (30) CL (D a (277.20) `L Elev 277. 5 SD 6, 7 ` Hardsca a Legend: I �� �-►Overdo 5� I �3 im 276.72 INV274.29, 15"O bt Conform 5° I \ti \`L��• - �. O (E)FI278.64 PL-6 V fl RC GbTc277. 8 t� F \01 In 272 7 2" fly (Out) � ¢ 9 LIO.U4 _ S I� p �bTc278)� Grate 277.05Permeable Paver Street& ��6 Inv275.85 Grate 277.75± t SD SD 9 Onsite Driveway I Inv276.65± GbT 2 Overflow _T► �� = T e = �1 I Overflow Overflow �1 (279) erdow r • I (277) / GbTc276.96 lo- oil Top Elev 276.39 Bio-Soil Top Elev 276.39 cn �� B S II T Elev 7.18 LPTc277.2 io-S II o3 Eiee�27 .65 �x 2&.68 u Grate 278.05 I -0.25% LPT - H�Qfc2�7.40 Tc2 7.29 c27 .70 lip \ t Inv276.05± O° I �1 / �105'- 10"0 C900@ S=0.381% 4'- 12"O HDP@ =11.12% \ � l 30'- 15'0 RC @ S=4.31°/ Grasscrete Onsite Parking Space i \ti Bio-S it Top Elev 276.90 / I - _ ,�� ° - ° - ° 278.27 278 59 1 I fp7 8r =Mp- - - - - - -Overflow - - ! S D - -- o ----- --Ci�i- --T---- -------orr--- -------------- c,�,-------------------o-J -1.25/o P 1 / Tc277.38 M +l N +�--�-�-� �� r S _ lip tc i,Inv271.44 tc \O - \ _ (E)15 SD @ S=1.47% ca PCC Sidewalk ti��a (276.41) 01-'�ja\\1 (27s.o4) �,t�l a\\1 277.36 277.79 27.1s2 0 �1 + 277.16 SDMH 276.99 5 1 lip 277.26 tc havers CI lavers C0 277.68 Rim 276.83 278.12 o pavers pavers I p 82 217.77 pavers _ _ _ Grate 276.54 P _ _ tc _ _ _ _ _ _ _ _ (E)CI ca in 12"DI I tc b c SDMHJ INV 272.47, 12"OOut Inv 269.26', 24" 0 (In) 277.a7 fl 27816 8.14 i to be Replaced -2 1 Max I Rim 277.00 I Inv 272.30', 12" 0 In p lip 78.o with a Manhole Retaining Wall „1 Rim 276.93 190'-24"0 Perforated HDPE ( ) 52'- 10"0 C900@ S=0.50% Inv 274.40, 10"10 ( ut wrapped in 12"drain rock Inv 273.60', 10" 0 Out 276.9 RIM279.44 @ Property Line 1 Inv 274.00, 10 0 (In) pp Total Vol - 1,698cf ( ) I Inv 269.26', 24" 0 (Out) 277.16 ip - 277.23 lip T ical p� 277.16 lavers N 0 B op Retention Basin I n pavers pavers Cherryland Drive (private Street) pavers E FF 278.70± 277.os (n ()Pad 276.70± Max. 9" Ponding W I / 277.66 (E)15" SD S=2. 11 1 Parcel C 1 277.37 277.66 277.67 paver cr 6.96 1 2p7.10 J 277.64 277.48 lip � � - �c- - - - - - - - - - -� - tc dw 2Z7.Z9 - - - - - - - - - - - - - - fl 1 -t� - - - - - - c@ y - - - - - - - - tc@dwy t7- - - - - 277.38 276.71 Q APN359-20-044 / SDMH tcbc 277.17 fl �(E)SDMJ RIM 278.13 276.72 ' RIM278,11 / I With 3"O Orifice Plate on 10"O Pie tc oc 77.44 p p lip INV 271.OQ 15"D/n 277.79 fl 277.31 (E)Cl brc IIP / Parcel A (E)FF279.37± INV273.34, 10"Oln RIM276.55 INV267.16,30"00ut \ Parcel r� EFF279.20± EPad277.37± INV273.01, 15"Oln 1 883 M 7 ()Pad 277.20± �� 7 O INV 271.44, 15"Oln INV 272.75, 15"P0u@t 277. ci,Inv272.7 �\ \ fl�� /� APN359-20-043 APN3 9 0 04 INV 271.44, 15"OOut Bonny Drive = 77.72 • - - - � brc CU / N c 1 m Max. 2:1 Slope I� 10 \ with 12"Overbuild op .0 I o Tw278.35 'o Parcel C lJJ' 276. 280 APN359-20-044 280 276.70 fI 279 _ _ _ Pad278.52 �w (E)FF 278.7± 279 tc 276.29 lip 1 278 I - - - - - - _ _ _ ' 278 276.14 \ O 277 - - - - - _ (E)Pad 276.7± 277 I fl \ 3.25"Vehicular - - - - - - - - - - - VV ASTM No. 8 bedding rated pavers 276 Avg. 12" High 276 276.61 276.20 course& paverfiller 275 CMU Retaining Wall 275 t0 lip 0 0+50 1+00 1+50 1+77 @ Property Line IM 1 :: :,::- PROFILE: Garding Section S3 N SCALE H: 1"=20' SCALE V: 1"=5' c � _ E L ■� i v-� �_� =1 I III-III-III-III-III-III-III- Tensar Bx100 o Max. 2:1 Slope 17 } Biaxial Geogrid 00 with 12"Overbuild 3/4" Clean crushed rock or 281 o Parcel 281 Scarify and compact X APN35 20 043 0 class II permeable base rock upper 12" of soil to 90% 280 - _ _ _ Pad278.97 Cherryland Drive (E)FF279.2± 280 wrapped in filter fabric relative maximum density 279 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (Private Street) 279 8 0 278 I - - - _ _ / _ - - - - - - - J -� � - _ ELPad277.2 278 2 Typical Permeable Paver Section 277 - 277 Not to Scale 276 276 =_ N 275 275 15 0+50 1+00 1+50 2+00 2+09 PROFILE: Grading Section S2 a I SCALE H: 1"=20' SCALE V: 1"=5' w (10.5) I O 5"PUE & LE-- -j 14.5 20 5' (20) oco I E +8, (5) o Avg. 12" High Typical Bulkhead Retainer �- I (- ) (Max 21") at the bottom of Fence 20 , 4,g„ r 1.0-2.5% 1.0-2.5% 282 X I CMU Retaining Wall as needed 282 2% 1.5-3.5% - - - - - - - - - - - - _ 281 w @ Property Line @Property Line McClellan Road 281 N - U_ cn N l - - - - - -_ - - - - - _ - - JC----- N ' ~ - - - - - - - - - - - - - - - - - - - - 11 o I , - - - -----ti i ® ® i - - - - - - - - - - _ 'Pad�79--7� - - - - - - - cV _ ;. sawcut line 280 ® ® Pad279.37 280 c.t _ r __ _ _ _ _ _ _ _ - - - )Pad279.0 ® Pad278.97 _ _ U Curb&Gutter or full depth - - - - - - - - - - - - - - - - - ---- 0 279 _ Pad278.60 Pad278.52 a } Vertical Curb&Sidewalk Pad278.27 _ - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - 279 } m Existing Pervious 278 _ _ _ _ _ _ _ _ - _ _ _ - - - - - 278 s as shown on plan Permeable Pavers Pavement COLU � � - - - - - - - - - - - - - - - - - - - z on Bedding Course 277 277 ui and Stone Subbase 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+32 0 o U 3 per the Soils Engineer Street Section-Cherryland Drive Widening Z to match existing Looking North Not to Scale PROFILE: Grading Section S1 JOB NO. ° Street Section SCALE H: 1"=20' SCALE V: 1"=5' 0 221047 Y N i L Q SHEET w C30 OF a _ 5 X 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 0 • nn I -� Communit Development Department II II Q�pFESS/0 Planni g Division - Cupertino ER S � CUPERTINO APPROVEDrn Case# TM-2 1-006, II II C49717 II II RR 2 R-20 0 to 5, a II (P Approval l Ba r bMICII -016) II II F of CAO� � SCALE: 1"=20' Approval I Date 1 /18/22 APN359-20-029 II II O o O O 00 II II Signature Brianhe Harkousha uu Case Manager II II II II 3 o ---------------- ----------------------T----------------- ----------------- ----------------- -------------------7 II II � I I I Typ. Lot Swale I II II � II II ADU ADU ADU ADU II II CD 4 I I I I I Building Setback II II II II --� 4 I I I ADU I I Typ Roof Leader II II a 1 1 I p I I Splash Block I a 1 II II ��I 77 ADu co o - 5 I � I � I ICn Lot 4 �, Lot 3 ICn Lot 2 Lot 1 � 0 1 Lot 6 o DMA-5 j0 DMA-4 0l0 o DMA-3 oj� o DMA-2 0 T DMA-1 0 5, e DMA-6 6,879sf 6,972 sf I 6 975 sf E_ 8,051 sf 1 I I 8 630sf � j 7,751 sf I � � 6 I I I Ico 1 u, I I I I I I 0) 1 a 0 1 1 o PL-5 I I I m 1 ICO �I I I I 1 n 7 p) 1 1 0 L-4 I bio PL-3 I PL-2 L-1 I ' �p 9i M o co I 1 v' ��\ to �'�0 to 01 a I I �, I �I of ol0 �1 •�■■� < WS278.00 I o o I o o l I Bio-Soil Top Elev 277.25 I I I O = e I I I I - I I I 1 (D V_ - 1 SCM-5 SD I I I I I ° Q Hardscape Legend: I I , � I WS277.14 I I WS277.93 I WS278.40 1 o Bio-Soil Top Elev 76.39 Bio-Soil To Ele 277.18 I I I PL-6 �) Overflo _ _ - - _ _ I Bio-Soil Top Elev 276.39 I WS277.58 I p Bio- it Top Elev 277.65 � N S / �� \ `SO to i SCM-3 SD I SCM-2o SD I - 18' I Permeable Paver Street& I I SCM-4 q ,nr► o 9 Onsite Driveway i i l / • . \ �� 16.5' i 16.5'-- Overflow - i 16.�' - OVe - i - - Ove�o ; SCM-1 Overflow II /, - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - ' / CD YI L I WS277.65 / ,. Bio-Soil Top Elev 276.30 Lot 7 Grasscrete Onsite Parking Space 4 Q I I 38.5' Overflow DMA-7 ' 1 I - - - - - - - - - - - - - - - �° SCM-6 � o 4,987s N S ------------ --���----�(� O cal PCC Sidewalk Typical I --------���������������������---------- ���---------------------------------------Z--J > YP I a) Bio-Retention Basin I - - - - - - - - - 77 - - - - - - - - - - - -i - m Max. 9" Ponding 1 190'-24"O Perforated HDPE -2 ca 1 I wrapped in 12"drain rock Cherryland Drive (private Street) 1 Total Vol = 1,698cf o I I I LO LO 0 Parcel C i x 885 M 7 i / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APN359-20�044 3.25"Vehicular � ASTM No. 8 bedding rated pavers \ / Pdreel A course & paver filler 1 \ / / Pdreel B 885 M 7 \ 885M7 APN359-20-042 .._... :.: :.....v... . . ........ . .... .:...._ _ .: ,.....: :...:..:. . \ � / Bonny Drive = N_ \ / N \ / ' � I I 1=1 11=1 11=1 -I 11=1 11=1 11=1 11=1 11=1 I - -III-III-II III-III-III-III=III=III=III- I�1=1�1=1�I TensarBX100 a = Biaxial Geogrid J 3/4 Clean crushed rock or W Scarify and compact 1 class II permeable base rock upper 12" of soil to 90% 0 wrapped in filter fabric relative maximum density Im Typical Permeable Paver Section M Not to Scale 1 L -m w Alma 17 -P Install Std. Manhole Frame & 75 o o Grate/Cover as called out on Plan co 0LayerMulch ) I_ Overflow Weir 2 "McClellan Site" Treatment Control Measure Sizing all �I M DMA Impervious Bio-Retention Finish Grade Above 0 * DMA Pervious Area (so Above Total Native total / DMA Area 'IA' (sf) Mitigation w j\/ / /\/\\/\\j\K\\K �, Surface Infiltration (Std. Backfill per geotech) \/\/\/\/\/ ✓\/\/\/\/\ } Area Trib. Vol Soil pond i ng Q /\\/\/\i\ �, /\/�\/,\ i� N �36" DMA Surface Area Ponding duration �i \�\\/\\/ Vegetation per Landscape Plans) �y�\/\� to SCM Roof& private Driveways & Surface Propos Ksat depth Min. 48 Q Yard Landscape & Required depth (hours) 48 0 (typ) maintenance �\\\ \\\\ Hardscape & Street (Self Area '�//// '//// (so Bio-Retention 4% of'IA' In ed (cf) (in/hr) (in) \\/\� \/\/ manhole/inlet as shown on manh 3 \/// } - - - - - - - - - - - - - - - - - Side Walk Treating) Rule) Proposed ( ) Plan _ _ Level Top a \ Bio-Soil Level 1 8 051 4 440 530 3 611 178 180 9 ■� - \\ 378 3.00 51 17.0 19 _ Engineered Bio soil / - Outflow Pipe size � g- - P Typical �/ ..ta...,` ;:- / Width Varies (See Plan) / / Planting Media slope & invert per Plan /. Planter/Retaining Curb �\ - - \ 2 6 975 4,105 560 2 870 164 165 9 51 g \ - �\ 347 3.00 17.0 I Enclosure 12" Class 2 drain rock AASHTO M288 Class 2 �\ \ 3 6,972 4,105 560 2,867 164 165 9 347 3.00 51 17.0 Non-Woven Geotextile or \�\\' 4 6,879 4,105 647 2,774 164 165 9 I I equal, Sides &Top only 20 /\\/ /\\ 347 3.00 51 17.0 6 Length Varies(see plan) ✓ ° N o _ 3 N ► '.D °- �" D" ° e_ !D' D .see 5 7,751 4,376 718 3,375 175 175 9 368 3.00 51 17.0 � a e •.> .'y. s .�• .. s ' r I I r N II n > Typical Inflow Pipe a - a o Natural/Uncompacted 6 8,630 4,770 985 3,860 191 192 9 403 3.00 51 17.0 size, slope& invert per I 1i a) m cn m o Note: Bottom of basin on lot 6 (TA-6)will be Subgrade Plan Level Bottom z Y 3/4" Clean u; paved with impervious slab (6"PCC on 7 NA 1,638 3,349 0 NA NA NA 1,339 3.00 12 4.0 a Q w compacted sub-grade). A 6"� hole shall be Typical Downstream Elevation Drain Rock o o drilled through the slab to allow percolation. Scale: None o Total 45,258 27,539 7,349 19,357 1,036 1,042 3,527 Typical Detail- HDPE Perforated Pipe Storage Manifold JOB NO. > o Typical Bio-Retention Basin Detail Scale: None 221047 Above Ground Vol = Surface Area Ponding Depth (9"); Below ground Vol=Surface Area [Soil Media Depth 0.25+Drain Rock Depth 0.40], o Scale: None Subgrade Vol= Surface Area Ksat 1/12 SHEET a w C4 0 H *DMA Area Trib. to SCM (so= DMA Impervious Area + Yard Landscape & Bio-Retention Area OF a _ 5 X 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 0 Communit Development Department Q�pFESS/0 jan Division — Cupertino �0\�oER S��� �CUPERTINO APPROVED Case# T -006, C49717rn w0 to 5,Approval -015� -016, �' of ca�\FffApprova I D18/22 Signature Briarte Harkousha Case Manager 3 I Utility Improvement Notes ' 4 01 City Standard 4"0 Sewer Lateral �2 City Standard 1"0 Water Service II II 3) Standard Electrical Service II II 5 ® Existing Private Street Light III Existing Fire Hydrant II II II II O © Proposed Private Street Light if Necessary II II v 6 y 7� Remove Existing Service Pole & Overhead to the House II II II II , ® Relocate Existing Joint Pole behind new Curb & Gutter at a II II location approved by the City II II APN339-20-029 7 II II II II a o III II �� LO co o , II II 8 4-0— I I I II II (D o = ADU _ ADUADU ADU 9 � ADU �ADU o 1 ° ° o Lot 5 L 4 Low Lo❑ 0 Lot 1 n IIII�IIIII �elIIIIIfIII IIIIIIIIIIII > - o m in � cc m Lot 6 PL-5 o I I L-4 PL-3 PL-2 L-1 I _ ' CD 3 E v o 0 o rnl x (n —r a- I o 0 0 0 0 o I I [Li I O _ I 3 E 3 = 3, E _ _ - I - Q I SD I o 1 I PL-6 oI ` 2 JT S 6 SD N 1 — - - - - - - - - - - - - - - — — — — — — — - - — - - - - - - — 2 — - - - - - - - - - - - - 1 c� I Cn JT JT 2 JT�JT JT JT JT JT J1 J 2 JT c+a I 0 E (A cn � © ' < I �� L4 L — — — — — — — — — — ® — / D ---•-- cn �S M — 1 _ E 6"water Appx Location (w) (►N) (w) (w) (w) Proposed - - - - - - - - - - - - - Joint Trench - - - - - -; ow C Parcel C (E)8"Sewer ' `� ■� 1 c33 M 7 (SS) —(SS) (ss) (ss) (ss) w M APN359-20-044 Cherryland Drive (private Street) �+ O „ 5 I - ifi— JT JT JT-- �T�JT I I ®_ I!! 17 / — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — .� I `V Appx Loaation Parcel B Parcel A (E) Joint Trench O 885M7 : 885 3 M7 APN359-20-042 8 : L \ APN359-20-043 Q� — , Bonny Drive O ., 4 a � � 66 m a I a E a 20 (N p LL (n o No N 2 6 N r U }/ r o a` U) } Q m W K s LLI Z c = o 0 U) 0 U JOB NO. � w og 221047 o SHEET aZ 0 H a OF 5 X 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0 Community Development Department Planning Division — Cupertino c�'r iNo APPROVED_ C # TM-202 4 06, I I I i II R-202 0 t _ _ = Ap rova I ' y - ,5f 016 Ap rova I Date 10/1 /22 _ AParking I Sig ature Brine arkousha (Painted Red Curb) C se Manager Widened Side of the Cul-de-sac Proposed 6 Parking s _ _ Spaces along Widened Side of the \ Street 4 �T I I I I I I I per e ruc csmm Truck Custom 5 NI — — — — — — — — — — — — — — — — — ro Existing No Parking (Painted Red Curb) d at Fire Hydrant i - - SCALE: 1"=30' 0 0 0 0 0 0 0 N M I- U') 0 7 ¢' r co I U o Q 8 � o O I � w J O ti ro > 3 I 9 " Z � a o o z N x m MHengineeringCo. Exhibit "Fire Truck Turnaround-AutoTurn" Cherryland Drive 20860 McClellan Road, Cupertino SCALE:1' =40' JOB#:221047 SHEEET 16075 VINEYARD BOULEVARD MORGAN HILL,CA 95037 DRAWN BY: KW DATE: Aug 2021 1 Revision Community Develop par"6ATER-EFFICIENT LANDSCAPE CHECKLIST Landscape Documentation Package Checklist WATER BUDGET WORKSHEET Plan ing Di isio rtinoommunity Development Department Community Development Department LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 �CUPSRTINO AP R Cupertino, CA 95014 planning@cupertino.org 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 1 - PROJECT INFORMATION http://cupertino.org/planning Cupertino, CA 95014 planning@cupertino.org a] Case ## TM- 21-0 CUPERTINO http://cupertino.org/planning a Date - 6/24/22 R-20 b Applicant - Greg Lewis - Landscape Architect _ _ AIID�,, 'CERTIFIED/LICENSED PROFESSIONAL INFORMATION Approval I 1 -U I PART 1: PROPERTY INFORMATION c Project Address - 20860 McClellan - Lot 1 , Cupertino pp _� (] � &COMPANYADDRESS PROJECT ADDRESS A.P.N. - Approval Date 10/18/ 2�bMPANYGregory Lewis - Landscape Architect "° �"� 20860 McClellan - Lot 1 , Cupertino d Total Landscape Area 3278 sf NAME LIC./CERT.# e Type of project -single family residential Signature Brlknne Hdrk nry I Pwis #2176 �6 2�� REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA g Checklist of all documents in package - see this page CD Cas M T-q#W1IL PHONE FOFCA��F� 45.3 3278 3278 SQ.FT. lewislandscape@sbcglobal.net (831 ) 359-0960 PROFESSI NALSEAL SQ.FT. O SQ. h Contacts of Applicant - N Owner - Lok Damiready * PART 2: PROPERTY& PROPERTY OWNER INFORMATION PART 2: SAMPLE HYDROZONE TABLE (925) 698-1727 Alok Damiready alok@soleez.com REGULAR LANDSCAPE AREA i "I agree to comply with the requirements of the water efficient landscape 0 HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF X LAND- ETWi7 W FACTOR(PF) METHOD EFFICIENCY(IE) (PF/IE) AREA(SQ.FT.) SCAPE AREA ordinance and submit a complete Landscape Documentation Package" C)CD 7756 Country Ln., Pleasanton CA 925-698-1727 = o . 1 0.25 Drip 0.81 0.3086 2582 796.91 22,382 M 20860 McClellan - Lot 1 , Cupertino 2 0.5 Drip 0.81 0.6173 219 135.19 3797 Q M PROJECT TYPE(CHECK APPLICABLE) WATER SOURCE W New Potable 3 .25 Drip 0.81 0.3086 125 38.58 1084 TOTAL LANDSCAPE AREA TURF PLANT AREA Q (.0 FZ ❑ Rehabilitated ❑ Recycled Q 4 .5 Drip �,$1 U � o ❑ Non-Residential ❑ On-site captured rainwater 3278 SQ.Fr. 0 -SQ.FT 0.6173 352 217.28 6103 Owner's Signature Date o Q 0 ❑ Grwater 5 Z v a WATER PURVEYOR NON-TURF 78TAREA SPECIAL LANDSCAPE AREA Q Ua A.APPENDIX B - WATER EFFICIENT LANDSCAPE WORKSHEET - SEE SHEET LO J SQ.Fr. SQ.FT. TOTALS (A)3278 (B) 11rn 88 (Y Cl)PART 3: COMPLIANCE CHECKLIST3,366 B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET L1 AND IRRIGATION PLAN - U) M Landscape Parameter Requirements Compliance SPECIAL LANDSCAPE AREA SEE SHEET L2, L3, L4 - TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area YES 1 � L no turf (No turf in non-residential area) El YES PLAN - see Civil Grading and Drainage Plans by civil engineer. O 0- Turf shall not be planted on slopes more than 25%. ❑ YES TOTALS (C) 0 (D) 0 (Z) 0 L ti All portions of turf areas shall be wider than ten(10)feet(unless irrigated with ❑ YES subsurface irrigation or low volume irrigation system). PART 3: WATER BUDGET CALCULATIONS DEFINITIONS The following items shall be submitted to the Director of Community Development (Y) + (z)33,366 < 50,636 MANrA 0 HYDROZONE:Put in hydrozone#,letter,or planting when a landscape project is subject to the requirements of this chapter, prior to final ETWU PLANTING AREA At least 80% (100% for non-residential area)of non-turf area shall consist of - ( ( ) description.(e.g.1,2,3;A,B,C;front porch,adjacent to driveway, native or low water use plants. YES front lawn,etc.) inspection PART 4: ETAF CALCULATIONS 0 PLANT FACTOR(PF):Use WUCOLS to determine Plant Factor. No invasive and/or noxious plant species shall be planted. YES Plant factors are 0-0.1 for very low water use plants,0.1-0.3 for low Average ETAF for Regular Landscapes = (B) _ (A) water use plants,0.4-0.6 for moderate water use plants,and 0.7-1.0 A.CERTI FICATE OF COMPLETION Plants with similar water needs shall be grouped within hydrozones.Each YES for high water use plants. hydrozone shall be controlled by a separate valve. 0.36 (ETAF) < (0.55 for residential) • IRRIGATION METHOD:Overhead spray or drip • IRRIGATION EFFICIENCY(IE):0.75 for spray and 0.81 for drip B.CERTIFICATE OF INSTALLATION, FOLLOWING INSTALLATION OF LANDSCAPING SOIL MANAGEMENT Atleast4cu.yds.ofeompost,six(6)inches deep,shallbeapphed per 1X0 sq.&oflandscapearea. YES (ETAF) < (0.45 fornon-residential) ETAF:The maximum average EvapoTranspiration Adjustment Factor for residential properties,exclusive of Special Landscape A minimum three 3 inch layer of mulch shall be applied on all exposed soil Site-wide ETAF = B + D + A + C Areas,is 0.55 and for non-residential properties is 0.45;ETAF for ( ) Y pp p ( ) ( ) C. IRRIGATION SCHEDULE surfaces of planting areas,except in areas of direct seeding application(e.g. - YES new and existing Special Landscape Areas shall not exceed 1.0. I"� 0.36 Site-wide ETAF ETo=evapotranspiration rate means the quantity of water hydro-seeding). evaporated from adjacent soil and other surfaces and transpired by plants during a specified time D.LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE Grading shall be designed to minimize soil erosion,run-off,and water waste. YES 0.62 is a conversion factor that converts acre-inches/acre/year to p IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or FORMULAS gallons/sq.ft./year. YES E.IRRIGATION AUDIT REPORT No. 2176 ❑ no irrigation soil moisture sensor data and utilize a rain sensor. '�K ETWU= ETo x 0.62 x (ETAF x Landscape Area) n Estimated Total Water Use system Irrigation controllers shall be a type which does not lose programming data in YES r 4 0 2024 the event the primary power source is interrupted. MAY1 A = ETo x 0.62 x [(ETAF x Landscape Area) + ((1-ETAF) x SLA)] Maximum Applied Water Allowance q�F OF CAL�F�� Page 1 of 1 WATER-EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org IM CUPERTINO http://cupertino.org/planning Q Landscape Parameter Requirements Compliance U IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the O dynamic pressure of the system is within the manufacturer's recommended YES ^ C pressure range. (D - L Manual shut-off valves(such as a gate valve,ball valve, or butterfly valve) shall Nf YES be installed as close to possible to the point of connection of the water supply. 1� All irrigation emission devices must meet the requirements set in the ANSI standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter U Standard." All sprinkler heads installed in the landscape must document a NK YES O distribution uniformity low quarter of 0.65 or higher using the protocol defined in ASABE/ICC 802-2014. n l r- Dedicated irrigation meters are required for non-residential projects with more YES o than1,000 sq.ft. of landscape area. this is single family residential I WATER FEATURES Pool and spa covers shall be installed. N o o O l or spa ❑ YES -_ g y None ❑ YES ❑ pool Recirculating waters stems shall be used for all water features. ❑ other: Q r 1 -9no water features Water features are limited to 10% of the landscaped area. None ❑ YES u I am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects of water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies O with the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any changes to the project will necessitate a new checklist. v J (30 Q CV ��ks ( 22 ❑ Landscaping is not Installed yet ❑ Applicant Comments ❑ Use additional paper if necessary ❑ LANDSCAPE DOCUMENTATION Staff Evaluation Staff Comments Approved ❑ Date 6/23/21 Scale As Noted J Not Approved ❑ Drawn Greg Permit# ❑ Job Sheet Sfef!ATURE DATE Page 1 of 2 of 8 `/�/ Plant legend Revision Community Develoopmeert �fpa�ment Planting Notes KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME Plan ning lJivMk)nS-T1dAA2-5{/i)AF PLANTING AREA IS TURF ON EACH LOT- ONLY LOTS 5 AND 6 HAVE LIVE LAWN. STREET TREE GALLONS RATING 'CUPSRTINO APPROVE§T 80% OF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS PC 3 24" box LOW Pistacia chinensis Chinese Pistache Case ## TM-2 21_jOBLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE SHALL BE CONTROLLED 0 Min. height of installed replacement tree is 6 feet when planted RR-20 � ,E GROUP OF VALVES T 3 Order from nursery a long time in advance to be sure you can get them minimum height required Approval I B ' 4015 L� � CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER PER 1000 SF OF FRONT YARD AND ADDITIONAL TREES PP -� 0 -b NMNG AREA SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL EXCEPT UNDER CANOPY OF EXISTING to remain LI 7 24 box LOW La erstroemia Tuscarora Crape Myrtle Approval Date 10/1 ( to remain g p y I I,LL� I V oL O��ED] eR F eLLOW THE AMENDMENT AND FERTILIZER RECOMMENDATIONS OF A SOIL FERTILITY TEST AND PC 3 24" box LOW Pistacia chinensis Keith Davies Chinese Pistache Signature Briknne ArdvaFRnKA o cnn oR (HIGHLY RECOMMENDED) ] T scope Screening Min. height of installed front yard and street trees is 8 feet when planted Case Man er - 5 IN ALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN -- — — — --- — -- Order from nursery a long time in advance to be sure you can get them minimum height required N AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. USE VISION RECYCLING DARK BROWN MAHOGONY COLORED o LN LNo LN o o LN L N DV PRIVACY SCREENING SHRUBS WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER MULCH APPROVED BY THE OWNER (PROVIDE SAMPLES) 7 LN - 15 10' max LOW Laurus nobilis Grecian Laurel 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE ADDITIONAL NOTES N V PG - 15 10' max IVIED Podocarpus gracilior Fern Pine 7 SEE SHEETS L4 AND L5 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS IN FINAL CONSTRUCTION Min. height of installed screen shrubs is 6 feet when planted = co o DRAWINGS WHEN THEY ARE DONE N PC Order from nursery a long time in advance to be sure you can get them minimum height required D 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, CIVIL, OR SHRUBS Q M STRUCTURAL ENGINEER I �ct I Street MC - 5 5' - 8' LOW Myrtus communis Myrtle � 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE MOST CURRENT o D Tree LC - 5 4' - 6' LOW Loropetalum Razzleberry or other maroon one o 0 SET OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES I f �J o U 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION COMPONENTS. I r t I 1 GROUND COVERS , - z L SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR BUILDINGS PRIVACY I 7❑ D L 1 4 6 LOW Lomandra Platinum Q to J U CU SCREENING NOTES N I N - 1 3' - 6' LOW Nandina Gulf Stream Heavenly Bamboo cn 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE, MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT [[0: N DV - 1 3' - 6' LOW Dietes irridioides Fortnight Lily `� Ln TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. I DV - J SR 1 3' - 6' LOW Salvia Lipstick Red Salvia 12 PRIVACY PLANTING: THE FINAL PRIVACY-PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING LP N ! _ _ Cc DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE SHALL BE CONSISTENT WITH N DV SL 1 3 6 LOW Salvia leucantha Santa Barbara Mexican Sage o M THE CITY'S REQUIREMENTS. I LM - 1 3' - 6' LOW Lantana montevidensis purple Low Purple Lantana � 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS PROPERTY TO I LP SECOND N N I LW - 1 3' - 6' LOW Lantana montevidensis white Low White Lantana cD INFORM FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION REQUIREMENTS 7 STORY I PC - CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT o N I Street LP 1 3' - 6' LOW Limonium perezii Sea Statice THAT IS 5 FT OR LESS FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO N D Tree LB - 1 4' - 6' LOW Lomandra Breeze APPROVAL BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE o U BF - 1 4' - 6' LOW Bulbine frutescens COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. PG N N C - 1 3' LOW Chondropetalum tectorum Small Cape Rush 14 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE PRIVACY TREES AND I J - 1 3' LOW Juncus patens Elk Blue CA Gray Rush NEW FRONT YARD TREE 00 0 G .`d�`� Lawn sod HIGH Turf tall Fescue sod with 2x4 rough redwood header board ° ° a 15 CONTRACTOR SHALL REFER TO GRADING PLAN FOR SITE GRADING AND DRAINAGE INSTALLATION 4 LB 00 '`�� Plant quantities are for planning purposes only. 16 THE CITY REQUIRED PRIVACY PLANTING SHRUBS AND THE REST OF THE LANDSCAPING ON EACH LOT WILL REDUCE o 3J CP Contractor to install all plants shown on plan and verify plant count. PRIVACY IMPACTS FROM EACH LOT TO THAT LOT'S NEIGHBORS 30 N PC U Ask owner if he wants to increase any of the installed plant sizes ` D < X// - No. 2176 00 LB 17 SEE SHEET L2 FOR TREE PROTECTION MEASURES AND PLAN INCLUDING TREE PROTECTION FENCING �r (pis =� 0 I 4430 2024 L Landscape Site Legend J, /02922 qT p� 3 1❑ Driveway Paving - Permeable interlocking concrete paver system F°F cA��F (D < X PC capable of supporting vehicle traffic - manuf., series, pattern, and color to ----- 2 Street be selected by owner L L " Tree WM 2❑ Front yard walkway - Concrete or pavers, pattern and color to be 3 N I g El selected by owner. Q L B I LU U � 3❑ Paving for side yard walkways natural gray color concrete.with no color p N � LB I BF added and score joints or conc. interlocking pavers as selected by owner. nn 11 2nd Story N N N n W 6 Deck LB BF ® Rear patios Concrete or pavers, pattern and color to be selected by Q owner. Install score joints and expansion joints to control cracking if conc. BF BF is used. Use concrete steps, color to go well with pavers if pavers used. U N N BF BF r I BF O 5❑t Existing fence - Repair and or replace as needed L O C J L © Install new 3 foot wide gates with galv. hardware > O � o N L L LM W 4) LMEN 0 C C 7❑ Install 6 foot high wood fence - vertical overlapping 1x8 or 1x6 RWD U C C C or cedar with 2x4 RWD horiz. rails 2x8 PT kicker, and 4x4 PT posts max. er e I © � � p U S ' P o Drl ay SD so C C � sr oc N O C *_0 00 LP C� O --- --- ---- --- ---- --- ---- --- ---- -- ---- - ----- / N T L P JT JT T JT JT JT JT L J J, P JT JTl // T 1 6 : y P L L P I I v emain 10 Min. 2 feet wide landscape strip for drainage swale along sides of Si ew Ik I property °°° N 000 0 0 11 3 feet wide gravel path/landing - 3" deep gravel with weed cloth and D So C Front Yard Tree o °o° 2x4 redwood header - gravel to be selected by owner PLANTING SD — 9D PLAN -- SD 12 Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series pa ttern,attern, and color to so be selected by owner. This represents a front pedestrian path and should be a contrasting color and or pattern that goes well with the rest of the driveway and matches the front walk paving if possible in pattern and Date 6/23/22 color. Scale As Noted Center Line Drawn Greg GARB Concrete or paver pad for Garbage and Recycle Bins min. 3' x 7' Job 1 /8 11= 1 1_011 Sheet I I :::] L I 0' 4' 8' of 8 Revision Community Development Department Plan qing Division — Cupertino 'CUPSRTINO APPROVED 21- 06 Advanced Tree Care 20860 McLellan Rd.,Cupertino Advanced Tree Care 20860 McLellan Rd.,Cupertino Case ## TM- ' ❑s Ave,San Carlos May 25,?d21 O %SS East San Carlos Ave,San Carlos May 25,2021 R-20 4 0► e 5, T 13 Approva I I I-MCi -0 16 1 'Free Survey to remain Tree Protection Man App I]BH Ht15p Con Rating Commentsrts rova I Date �0/1 s 22 to remain 1. The Tree Protection Zone(TPZ)should be defined with protective fencing.This should be Signature Brl�nne arkousha cyclone or chain kink fencing on 1 /i'or T'posts driven at least 2 feet in to the ground standing at J2.3" 44/20 4p Good healib. or condition,one si&d T 1 2 least 6 feet tall.Normal! a TPZ is defined h the dri line of the tree.I rccornmend the TPZ's '°`rr �° REMOVE y �' p Ca a Manager PseudorsugJr menziesil unbalanced.Not Regulated - as follows:- - --------- 2 Fig 8.6"i8-9" 12115 50 Good health,fair condition,topped REMOVE I Tree protection I 04 Ffcus.spp Not Regulated I Tree# 11: 1'PZ should be at 1 I feet radius from the trunk of the tree in accordance with Type I free 3 Persimmon 11.2." 25/l5 60 Fair health and condition fence Protection as outlined and illustrated in image 2.15-1 and 2 p6} E[1 REMOVE I I I .411t+fTJ.f f�'F}Ok1Cr1 Not Tree# 12:TPZ should be at 8 feet radius from the trunk of the:tree in accordance with Type I Tree (� 4 Walnut 14.3- 15/20 10 Very poor health and condition REMOVE I I Protection as outlined and illustrated in image 2.15-1 and 2 f6y. U-1 o Jrrglrtns erigru Not Regulated I I � rn 5 dons 10.0"@ 1' 12/10 60 Fair health and condition Tree# 13.TPZ should be at 20 feet radius from the trunk of the tree closing on the sidewalk in = Citrus spp Not Regulated REMOVE I accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2 r�} U M 6 Aleppo pine 4.4" 6060 50 Fair health and condition REMOVE I I I Tree## 16:TPZ should be at 20 feet radius from the trunk of the tree closing on the sidewalk in LJJ °O paws halepeimv Not Regulated it} a) Patio I accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2 Lo 7 Monte pine 33.2" 55M0 50 Fair health and condition,topped, N Q CDcts Pinu.sradiata Not Regulated pp REMOVE o or DecI� i C) o 0 ppc REMOVE for tree �' < 0 & Muntcrxy ins 21.5" 54/20 45 T'nur hattilh and conditiun,(D t3 -0 protection T lb I Q Ni Pinus radialce Not Regulated ! z 9 Mee=cedar 11.2" 35/6 45 Poor heaId3 and condition I J U fl Calocednesdecurmns Not Regulated REMOVE to re al N 10 Incen-se cedar I2-2" 3516 45 Poor hMth and condition I o I I U Culoi•7dms decor tens Not Regulated REMOVE Type I Tree Protection LU T 11 Coast live oak 9.0"/8.3'78.1" 25/18 60 Good health or condition, _ _ — — —— J The fences shall enclose the entire area J � � Quereasagrifolid codominanta�',Regulated SAVE I — — — — under the canopy dripline of TPZ of Y the tree(s) to be saved throughout the life 0 12 Coast live Oak 12.3" 25/20 60 Good hcallh,poor condition I N of the project, or Until final Improvement Quercr�s agr ro ifdliu Regulated SAVE I m IMAGE 2.15.1 Ur Tree Prolectlon Fence at the arlpltne work within the area is required. typically wco 13 Monterey pine 32.2" 50/50 54 Fair health and condition.neighbors SAVE the end of the project{see Images W Finns radial¢ tics,lint Regulated SAVE I 2.i5-1 and 2.15-2). Parking Areas: If the U, fencing must be located an paving or 14 Citrus 4774.3"@grade 10/5 10 Vcry poor health and condition,almosr REMOVE sidewalk that will not be demolished, the Clines spp dead.Not Regulated I o posts may be supported by an appropri- �, ate grade level concrete base, 15 Irish yew 19-6"(r�grade 15/15 30 Poor health and condition.codominant REMOVE o Tanis hacc'ara at grade.Not Regulated 16 Dcudar cedar 31,3" 60/30 so Good health.pour condition,topped. SAVE Cedrusdeodara broken limbs,Regulated . ElL L 17 Monterey pint 33.U" 5o/3D So Fair h4allh,poor wztdsti.on,thin4anuPa REMOVE I N PirPtr.s r'adrrrlrr lopped,Not RegulatedI IMAGE 2.15-2 Tree Protection Fence at the❑rlpline 18 Stump 3IF' aL I N , ` 5 � N �� � No. 2176 i J 6r ( is � a I 443 2024 �Q- '9T Advanced Tree Care 20$50 McLellan Rd.,Cupertino F of cA��F° Advanced Tree Care 208fi0 McLellan Rd.,Cupertino I � I Path � 4ti5!vast San Carlos Ave,San Carlos May?S,202146S East San Carlos Ave,San Carlos May 25,2021 I � 0 Tree Survev I U 2.Any pruning and maintenance of the trees shall be carried out before construction begins.This ❑ should allow for any clearance requirements for both the new stnicturc and any construction Tree# Species DBH Ht)Sp Con Rating Comments I T 14 r V f V1 machinery. This will eliminate the possibility of dainage during construction.The pruning should be carried out by an arborist,not by construction personnel.No limbs greater than 4" Q 19 lnetnse cedar 17-5" 35120 411 Poor health and condition REMOVE N x in diameter shall be removed. Cakrcedrus decurrens Not Regulated I I L.l__I U 20 Douglas fir 22.5" 35/20 c} Dead Tree# 16 has a lot of dead wood and broken limbs.If this tree is to remain, this tree should be Awudolsuga menxfesa Not Regulated REMOVE I pruned for safety and clearances. O 21 Pittos orum 4.T74_2')5-I" 12/15 70 Good health and condition REMOVE PtltrAspar-ul�r 1eJhfru Not t2egrtlated � I � � 3.Any excavation in ground where there is a potential to damage roots of 1"or more in diameter L should be carefully hand dug. Where possible, roots should be dug around rather than cut{"� Su Eli Ina ry: I v 4.If roots are broken,every effort should be made to remove the damaged area and cut it back to Trcc#s 1,4,9, 10, 14, 15, 19 and 20 are either dead or in very poor health and condition and I its closest lateral root. A clean cut should be made with a saw or pruners. This will prevent should be removed. I I any infection from damaged roots spreading throughout the root system and into the tree!r) U Tree#s 6, 7, 8, 13, 17 are pines.Pines are not Regulated trees. Pines arc not tolerant to I 5. ❑o Not:.r' O construction impacts and even with all tree protection measures in place,they may decline fuillier o --------- ---- ------ _ J_ _ a. Allow run off or spillage of damaging materials into the area below any tree canopy, � during the construction period and eventually become infested with beetles,,which will ultimately 7 Tree protection Path / _T T 1 5 b. Store materials, stockpile sail, park or drive vehicles within the TPZ of the tree, n 1 O kill the trees. / c_ Cut,break, skin or bruise roots,branches or trunk without first obtaining permission from the W 20' FYS fence city arborist, \ J Tree# 18 is a stump standing 1 foot tall d. Allow fires under any adjacent trees. / e. Discharge exhaust into foliage. W Tree# 13 is on the neighbor's property and should be protected during;construction. o N ( f. Secure cable, chain or rope to trees or shrubs, QTree#s 11, 12 and 16 are Specimen trees by merit of their size and species and should be / g. Apply soil stedlants under pavement near existing trees. UU protected during construction Permeable 6. Where roots are exposed, they should be kept covered with the native soil or four layers of wetted, Sp-- sD SD I untreated burlap.Roots will dry out and die if left exposed to the air for too long ta} n1 The remaining trees,#s 2,3, 5 and 21 are smaller trees that are not specimen trees and can be Driveway SD -- I W removed if desired, N I 7. Route pipes into alternate locations to avoid conflict with roots") o o • � ' I 8. Wherc it is not possible to reroute pipes or trenches,the contractor's to bore beneath tlic dripline C 00 - ----------- - ----------------- ' I of the tree.The boring shall take place no less than 3 feet below the surface of the soil i - ----- ----------------- - n order to v ' r T 16 : � avoid encountering"feeder"roots-4) — CN T- — JT JT JT JT QJT JT J JT JTI-J JT JT JT y T 1 V I 9. Compaction of the soil within the dripline shall be kept to a minimum t21 If access is required to go em a i n o through the TPZ of a protected tree,the area within the TPZ should be protected from compaction either with steel plates or with 4"of wood chip overlaid with plywood. Tl Sidew Ik , 10,Any damage due to construction activities shall be reported to the project arborist or city arborist 1 o within 6 hours so that remedial action can be taken. T17 I o 000'oo 0 11. Ensure upon completion of the project that the original ground level is restored D D SD SD ° °°° EXISTING SD o 9D------------ TREE ----- SD 6 j P a g c., PLAN 41Page -- -- so Date 4/26/22 UNi Scale As Noted Drawn Greg Job 1 /8 11 1 1_011 Sheet I :::] L2 0' 4' 8' at 3 Revision Community Development Department Plan qing Division — Cupertino 'CUPSRTINO APPROVED 21- 06 Advanced Tree Care 20860 McLellan Rd.,Cupertino Advanced Tree Care 20860 McLellan Rd.,Cupertino Case ## TM- ' ❑s Ave,San Carlos May 25,?d21 O %SS East San Carlos Ave,San Carlos May 25,2021 R-20 4 0► e 5, T 13 Approva I I I-MCi -0 16 1 'Free Survey to remain Tree Protection Man App I]BH Ht15p Con Rating Commentsrts rova I Date �0/1 s 22 to remain 1. The Tree Protection Zone(TPZ)should be defined with protective fencing.This should be Signature Brl�nne arkousha cyclone or chain kink fencing on 1 /i'or T'posts driven at least 2 feet in to the ground standing at J2.3" 44/20 4p Good healib. or condition,one si&d T 1 2 least 6 feet tall.Normal! a TPZ is defined h the dri line of the tree.I rccornmend the TPZ's '°`rr �° REMOVE y �' p Ca a Manager PseudorsugJr menziesil unbalanced.Not Regulated - as follows:- - --------- 2 Fig 8.6"i8-9" 12115 50 Good health,fair condition,topped REMOVE I Tree protection I 04 Ffcus.spp Not Regulated I Tree# 11: 1'PZ should be at 1 I feet radius from the trunk of the tree in accordance with Type I free 3 Persimmon 11.2." 25/l5 60 Fair health and condition fence Protection as outlined and illustrated in image 2.15-1 and 2 p6} E[1 REMOVE I I I .411t+fTJ.f f�'F}Ok1Cr1 Not Tree# 12:TPZ should be at 8 feet radius from the trunk of the:tree in accordance with Type I Tree (� 4 Walnut 14.3- 15/20 10 Very poor health and condition REMOVE I I Protection as outlined and illustrated in image 2.15-1 and 2 f6y. U-1 o Jrrglrtns erigru Not Regulated I I � rn 5 dons 10.0"@ 1' 12/10 60 Fair health and condition Tree# 13.TPZ should be at 20 feet radius from the trunk of the tree closing on the sidewalk in = Citrus spp Not Regulated REMOVE I accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2 r�} U M 6 Aleppo pine 4.4" 6060 50 Fair health and condition REMOVE I I I Tree## 16:TPZ should be at 20 feet radius from the trunk of the tree closing on the sidewalk in LJJ °O paws halepeimv Not Regulated it} a) Patio I accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2 Lo 7 Monte pine 33.2" 55M0 50 Fair health and condition,topped, N Q CDcts Pinu.sradiata Not Regulated pp REMOVE o or DecI� i C) o 0 ppc REMOVE for tree �' < 0 & Muntcrxy ins 21.5" 54/20 45 T'nur hattilh and conditiun,(D t3 -0 protection T lb I Q Ni Pinus radialce Not Regulated ! z 9 Mee=cedar 11.2" 35/6 45 Poor heaId3 and condition I J U fl Calocednesdecurmns Not Regulated REMOVE to re al N 10 Incen-se cedar I2-2" 3516 45 Poor hMth and condition I o I I U Culoi•7dms decor tens Not Regulated REMOVE Type I Tree Protection LU T 11 Coast live oak 9.0"/8.3'78.1" 25/18 60 Good health or condition, _ _ — — —— J The fences shall enclose the entire area J � � Quereasagrifolid codominanta�',Regulated SAVE I — — — — under the canopy dripline of TPZ of Y the tree(s) to be saved throughout the life 0 12 Coast live Oak 12.3" 25/20 60 Good hcallh,poor condition I N of the project, or Until final Improvement Quercr�s agr ro ifdliu Regulated SAVE I m IMAGE 2.15.1 Ur Tree Prolectlon Fence at the arlpltne work within the area is required. typically wco 13 Monterey pine 32.2" 50/50 54 Fair health and condition.neighbors SAVE the end of the project{see Images W Finns radial¢ tics,lint Regulated SAVE I 2.i5-1 and 2.15-2). Parking Areas: If the U, fencing must be located an paving or 14 Citrus 4774.3"@grade 10/5 10 Vcry poor health and condition,almosr REMOVE sidewalk that will not be demolished, the Clines spp dead.Not Regulated I o posts may be supported by an appropri- �, ate grade level concrete base, 15 Irish yew 19-6"(r�grade 15/15 30 Poor health and condition.codominant REMOVE o Tanis hacc'ara at grade.Not Regulated 16 Dcudar cedar 31,3" 60/30 so Good health.pour condition,topped. SAVE Cedrusdeodara broken limbs,Regulated . ElL L 17 Monterey pint 33.U" 5o/3D So Fair h4allh,poor wztdsti.on,thin4anuPa REMOVE I N PirPtr.s r'adrrrlrr lopped,Not RegulatedI IMAGE 2.15-2 Tree Protection Fence at the❑rlpline 18 Stump 3IF' aL I N , ` 5 � N �� � No. 2176 i J 6r ( is � a I 443 2024 �Q- '9T Advanced Tree Care 20$50 McLellan Rd.,Cupertino F of cA��F° Advanced Tree Care 208fi0 McLellan Rd.,Cupertino I � I Path � 4ti5!vast San Carlos Ave,San Carlos May?S,202146S East San Carlos Ave,San Carlos May 25,2021 I � 0 Tree Survev I U 2.Any pruning and maintenance of the trees shall be carried out before construction begins.This ❑ should allow for any clearance requirements for both the new stnicturc and any construction Tree# Species DBH Ht)Sp Con Rating Comments I T 14 r V f V1 machinery. This will eliminate the possibility of dainage during construction.The pruning should be carried out by an arborist,not by construction personnel.No limbs greater than 4" Q 19 lnetnse cedar 17-5" 35120 411 Poor health and condition REMOVE N x in diameter shall be removed. Cakrcedrus decurrens Not Regulated I I L.l__I U 20 Douglas fir 22.5" 35/20 c} Dead Tree# 16 has a lot of dead wood and broken limbs.If this tree is to remain, this tree should be Awudolsuga menxfesa Not Regulated REMOVE I pruned for safety and clearances. O 21 Pittos orum 4.T74_2')5-I" 12/15 70 Good health and condition REMOVE PtltrAspar-ul�r 1eJhfru Not t2egrtlated � I � � 3.Any excavation in ground where there is a potential to damage roots of 1"or more in diameter L should be carefully hand dug. Where possible, roots should be dug around rather than cut{"� Su Eli Ina ry: I v 4.If roots are broken,every effort should be made to remove the damaged area and cut it back to Trcc#s 1,4,9, 10, 14, 15, 19 and 20 are either dead or in very poor health and condition and I its closest lateral root. A clean cut should be made with a saw or pruners. This will prevent should be removed. I I any infection from damaged roots spreading throughout the root system and into the tree!r) U Tree#s 6, 7, 8, 13, 17 are pines.Pines are not Regulated trees. Pines arc not tolerant to I 5. ❑o Not:.r' O construction impacts and even with all tree protection measures in place,they may decline fuillier o --------- ---- ------ _ J_ _ a. Allow run off or spillage of damaging materials into the area below any tree canopy, � during the construction period and eventually become infested with beetles,,which will ultimately 7 Tree protection Path / _T T 1 5 b. Store materials, stockpile sail, park or drive vehicles within the TPZ of the tree, n 1 O kill the trees. / c_ Cut,break, skin or bruise roots,branches or trunk without first obtaining permission from the W 20' FYS fence city arborist, \ J Tree# 18 is a stump standing 1 foot tall d. Allow fires under any adjacent trees. / e. Discharge exhaust into foliage. W Tree# 13 is on the neighbor's property and should be protected during;construction. o N ( f. Secure cable, chain or rope to trees or shrubs, QTree#s 11, 12 and 16 are Specimen trees by merit of their size and species and should be / g. Apply soil stedlants under pavement near existing trees. UU protected during construction Permeable 6. Where roots are exposed, they should be kept covered with the native soil or four layers of wetted, Sp-- sD SD I untreated burlap.Roots will dry out and die if left exposed to the air for too long ta} n1 The remaining trees,#s 2,3, 5 and 21 are smaller trees that are not specimen trees and can be Driveway SD -- I W removed if desired, N I 7. Route pipes into alternate locations to avoid conflict with roots") o o • � ' I 8. Wherc it is not possible to reroute pipes or trenches,the contractor's to bore beneath tlic dripline C 00 - ----------- - ----------------- ' I of the tree.The boring shall take place no less than 3 feet below the surface of the soil i - ----- ----------------- - n order to v ' r T 16 : � avoid encountering"feeder"roots-4) — CN T- — JT JT JT JT QJT JT J JT JTI-J JT JT JT y T 1 V I 9. Compaction of the soil within the dripline shall be kept to a minimum t21 If access is required to go em a i n o through the TPZ of a protected tree,the area within the TPZ should be protected from compaction either with steel plates or with 4"of wood chip overlaid with plywood. Tl Sidew Ik , 10,Any damage due to construction activities shall be reported to the project arborist or city arborist 1 o within 6 hours so that remedial action can be taken. T17 I o 000'oo 0 11. Ensure upon completion of the project that the original ground level is restored D D SD SD ° °°° EXISTING SD o 9D------------ TREE ----- SD 6 j P a g c., PLAN 41Page -- -- so Date 4/26/22 UNi Scale As Noted Drawn Greg Job 1 /8 11 1 1_011 Sheet I :::] L2 0' 4' 8' at 3 Revision Community Development Department Plan ing Division — Cupertino 'CUPSRTINO APPROVED Case ## TM- 21-006, O RR-20 4 0► e 5, T 13 Approva I Ba o bmic?l -016, �� to remain Approval I Date 10/18/22 to re m a i n Signature Briknne Harkousha T 1 Case Manager - --_ ° LN LN° LN ° ° LN co I I LU U I , M Q � rtio Q � � / oa °r Deck N U o U) M � Q U for tree T 11 z N , I p to re a i N � � U) M -0 PrivacyScreeningShrubs ° KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME 0cc N RATING w co GALLONS SECOND PRIVACY SCREENING SHRUBS c� STORY LN 4 15 10' max LOW Laurus nobilis Grecian Laurel 10,01 10 PG 5 15 10' max MED Podocarpus gracilior Fern Pine • Min. height of installed screen shrubs is 6 feet when planted. Min. size is 15 gal. Order from nursery a long time in advance to be sure you can PG N get them minimum height required v 00 G 00 ° U 30 U00 No. 2176 6r ( ow is 30 a I 4 30'2024 6 29 22 \Q > qTF OF CAL\F�� I Path aD o � U WM logo ° I El Q NI U w o 2nd Story N o Deck U 0 NJ 0 Path o Permeable v Sp-- SD Driveway N CD SD N / . — �o C� 00 0 ELI" ---- N -T --JT-JT-JT-JT-JT JT JT JT JT J JT JT JT / T 16 Uyi / t emain N v Side w Ik I I0 0 00'0 0 co PRIVACY D D SD SD Q O OO 3D SCREENING PLAN SQ Date 6/23/22 UNi Scale As Noted Drawn Greg Job 1 /8 11= 1 1_011 Sheet I I :::] L3 0' 4' 8' of 8 Revision Community Devel pimtmt D par' mAotes Planning Divisid �gugatgr p g W,,gqTEE EFFICIENT LANDSCAPE CHECKLIST - IRRIGATION 'CUPill AP P 0V- E--D TM-2 21- THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA AND UTILIZES A Irrigation Legend Case ## 006, O GPM flow KEY MANUF. MANUF. # DESCRIPTION R-20 4 040 E IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE Valve ID R - -01 -01 T 13 Min. dynamic Approval B ' c,l IMARY POWER SOURCE IS INTERRUPTED 3 35 psi req. at valve �C Hunter HCC-800-PL 8 station Wi-Fi controller with 8 stations pp -b o''-. to remain 5 Approval Date 10/18/223 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE dri Application rate exterior wall mount with multiple DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE to remain HYD 3�� programing, cycle start, and calender program Signature Bri�nne HarkoushE T 1 2 Hydrozone Hunter SOLARSYNC This controller will not operate irrigation during rain events Case Manager 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT OF -- System will adjust valve run times according to weather CONNECTION OF THE WATER SUPPLY C I 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD — -- ——— --- ----- I L6 Hunter PGV-ASV 075 3/4" antisiphon valve with 3/4'' Amiad Filter, Senniger PR30 Q r ------ I pressure regulator, and adaptor to drip tubing U ASABE/ICC 802-2014 "LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD". ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY I I \\ I - Run 3/4 Sch 40 PVC pressure line from point of connection to valves = o LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-201414 I I A U 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE THAN 5000 I I L6 Manual brass ball valves same size as pressure line Qco SQ.FT. OF LANDSCAPE AREA - this project has less than 5000 si of planting area so one IS I I Patio I I Gtree - NOT required Rainbird RWS-B-1402 Two .5 GPM bubblers at each � N O 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. THERE IS NO LAWN. Or Deck L6 U) 0 8 SEE SHEET L6 AND L7 FOR DETAILS AND SPECIFICATIONS I I for tree 1 0 C 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 6 GPM AT MINIMUM 55 P.S.I. AT THE I I protection T 1 1 g 3/4" Nonpressure line - Sch 40 PVC 3/4" unless noted for larger Q POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT THE LANDSCAPE I j t0 re al o L6 JCU ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME VALVES TO REDUCE THE FLOW I o I I 1 size - 12 of cover cn THRU THE VALVES WITH MORE FLOW). IF PRESSURE EXCEEDS 75 PSI AT POINT OF ` r ----- Pressure line - Sch 40 PVC : 3/4" unless noted for w " CONNECTION INSTALL A WILKINS 600 1" PRESSURE REGULATOR. THIS SITE HAS APPROX. ---- I ��� I I smaller size - 18" of cover 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT VALVES TOO I LINES UNDER PAVING Y 1 I PL O CLOSE TO TREES. STAY 8' TO 10' AWAY IF POSSIBLE. DO NOT PUT PRESSURE LINES UNDER o I I —. —. —..—..—..—.. Pressure line - 3/4" Sch 40 PVC 24" deep O co TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF UNDER PAVING WHENEVER I I I I NP Non Pressure line 3/4'' Sch 40 PVC 24'' deep � POSSIBLE. I I SECOND I wl I I _„—„—„—„—•,_ Elec. control wire conduit 1-1/4" gray Sch 40 PVC 24" deep 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE OR AS SHOWN I I STORY I ON THE PLAN. INSTALL 3/4 TEE AND A 3/4 BALL VALVE AND RUN 3/4 SCH 40 PVC TO VALVE I o I I F E I 4 I L6 L6 3/4 PE drip tubing with compression fittings - see drip notes LOCATIONS. KEEP ANTI SIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED 6'' TO 12'' I 4735 dri I Tree drip irrigation ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP VALVES OUT OF I U PATHS. HYD 4 12 MAKE PROVISIONS TO ADD ENOUGH EXTRA CONTROL WIRE SO THAT ONE VALVE COULD BE Lines under paving to be in sleeve 2x size of line ADDED AT EACH VALVE GROUPING IN THE FUTURE I El 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE A LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF INSTALLATION. I I� I U THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN IRRIGATION SCHEDULE FOR I I <<U ° ' MATURE PLANTINGS AND A LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. I < �� No. 2,76s� READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER EFFICIENT O • LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT ' 6 29 2`•2 14 IRRIGATION RUN TIMES TO BE BETWEEN 8:00 PM and 10:00 AM UNLESS UNFAVORABLE WEATHER I erlfy controller loca sqT PREVENTS IT OR RENDERS IRRIGATION UNNECESSARY with owner 3 OF CA 15 DUE TO SOME COVID SUPPLY CHAIN SHORTAGES BE SURE AND ORDER IMPORTANT IRRIGATION I (� o I P t � "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for COMPONENTS SUCH AS THE CONTROLLER VALVES, SPRINKLER NOZZLES AND POP-UP BODIES I Point Of Irrlg, connection WAY AHEAD OF THE TIME YOU WILL NEED THEM Install brass ball valve I the efficient use of water in the landscape design planil " I HYD 2 j WM Gregory Lewis - Landscape Architect Lic. #2176 6/23/22 1 35 I o El Q Drip Irrigation Notes I 0•8 dri I I w U I 1 ) SECURE LARGER 3/4'' DRIP TUBING 1" BELOW GRADE WITH 7'' OR 11" U-SHAPED � I I O STAKES 3 FEET ON CENTER OR CLOSER SO THAT THE TUBING CAN BE FOUND EASILY I r— J ` I n 1 BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. COVER TUBING WITH SOIL 1 I VJ AND MULCH AND INSTALL MANUAL FLUSH VALVES AT ENDS OF TUBING AND MARK I 2nd Story I N THEM SO THEY CAN BE FOUND EASILY. II Deck 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO MINIMIZE I U LENGTH OF SMALLER 1/4'' TUBING. SECURE EMITTERS ON 3/4" TUBING AT PLANT ROOT N O . BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF 1 /4" TUBING FROM EMITTERS TO --- — �� PLANT ROOT BALLS. INSTALL STAKES ON 1 /4" TUBING AT 12'' ON CENTER AND COVER Path o TUBING WITH 1" OF SOIL PLUS MULCH. J 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF THE EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER THE N 4� a� ROOTBALL. N Q U 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN FLOW Permeable U BETWEEN 10 PSI AND 40 PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT AT STEM). ri S° SD SD USE AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE THE ONES THAT 1/4 Driveway / O N TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY HAVE A HIGHER DISCHARGE N o . — 0*_0 O RATE AT STARTUP REQUIRING LARGER PIPE SIZES. C� O ----------- - ------ ---- - N EMITTERSCHEDULE: T JT JT JT-IT-JT JT JT JT JT- J JT JT JT / T 1 V/n M � TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) LM,LW,LLP t emain THREE 1 GPH EMITTERS AT MEDIUM SHRUBS DV,L,LC,N,BF,MC,C,SR,SL,LB,J Sidew Ik FOUR 1 GPH EMITTERS AT LARGE SHRUBS LN,PG I WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME °° 00 OVER ROOT BALL (NOT RIGHT ON STEM) AND SOME OUT N o00 00 UNDER FUTURE CANOPY. SPACE EMITTERS EVENLY IN D D SD SD °0° IRRIGATION ROOT ZONE AREA. S° 9D PLAN SD FOR TREES ON DRIP INSTALL FIVE 1 GPH EMITTERS AROUND EDGE OF ROOT BALL AND ON ROOT BALL AND INSTALL FIFTEEN 1 GPH EMITTERS ON 2'X2' GRID UNDER FUTURE so TREE CANOPY \ Date 6/23/22 UNi Scale As Noted Drawn Greg Job 1 /8 11= 1 1_011 Sheet I I :::] L4 0' 4' 8' 8 of Revision Community Development Department Plan ing Division — Cupertino CUPSRTINO APPROVED Case ## TM- 21-006, O R-20 4 0►te 5, T 13 015 -016, Approval i� ncl to remain Approval Date 10/18/22 890 HYD 1 to remain Signature Briknne Harkousha 12 Case Manager N U W o 25 HYD 3 M M W Patio a_ or Deck f tree T 11 z 0 pr ectlon Q L to re air o 727 HYD 1 J Uc W Y i '0 V co co SECOND 25 HYD 3 STORY El I 0 El X C) 25 HYD 3 4� U U o Lot 1 �� H drozone Summary �� o. 2176 � Y Y IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% HYDROZONE - DESCRIPTION SQ.FT. % OF TOTAL J �r Leis (front property line is more than 60 feet) VALVES 4 32024 02,1122 25 HYD 3 �9T o��P TOTAL AREA IN FRONT YARD SETBACK 1330 sf 0 F OF CA VF 0 HYD 1 - 2 DRIP, LOW WATER SHRUBS 2582 78% Path � LL All paving in fysb is pervious (permeable) so it is not an issue HYD 2 - 1 DRIP,MED WATER BIORETENTION 219 7�0 There is 0% impervious paving in the front yard setback "' U 352 HYD 1 ❑ -0 WM LLB LLL� HYD 3 - 3 BUBBLER, LOW WATER TREE 125 4% ° X HYD 4 - 4 DRIP, MED WATER SHRUB 352 1 l% � I w U 232 HYD 1 TOTALS 3278 100% 0 I N 0 W 2nd Story Deck U 733 HYD 1 0 -- ----------- --------- Path o 20 FYS > 0 U ermeable u s� DrivewayCD 25 HYD 3 0 *_o o0 - - o - -- - ----------------- ----- --- -------- - --- ---- - -- CN T JT JT JT JT JT JT JT JT �J - -JT JT T 1 V/n Uy m t emain Sidew Ik 2100 o N o 000 0 0 HYDROZONE D D SD SD 0 O� 3D PLAN FRONT YARD SD SETBACK IMPERVIOUS so PAVING \ AREA Date 6/23/22 UNi Scale As Noted Drawn Greg Job 1 /8 11 1 1_011 Sheet I = L5 0' 4' 8' of 8 Revision Community Development Department Plan ing Division - Cupertino Use bolt on lid 'CUPSRTINO APPROVED Mark lid with "irrig. Gate Valve" Use bolt on lid ArborTie nailed to stake Case ## TM- 21-006, Gate valve or water meter Mark lid with "Drip Flush Valve" 2°dia.Lodge Pole or equivalent- 18" R-20 0 P0' 5, same size as pressure line r d Flush Valve in solid ground placed outside rootball lumb Approva I B ` - Iy -015� -016, PVC Male Adapter ArborpTie nailed to stake -� O ��� MI t x Slip Approva I Date 10/18/22 I I p p I I I Mulch (3"deep) pulled 3 inches away Signature Briknne Harkousha Sch 40 PVC pressure line = from trunk Top of rootball to be 2 inches above Case Manager CD I I I I II surrounding soil level ti — — ro h berm for water basin at edge of 1 a o PE drip tubing buried deep o � roof gball. Install tree bubblers inside water basin Run next to rootball of each plant = Bricks under valve See drip irrig. notesco U 3" deep gravel box corners Space emitters evenly around plant 6'' deep gravel w 10) 2" clearanc on top of and at edge of root ball ~ °' Agriform Plant Tablets 21 gram 2 M Use as little 1/4" tubing as possible 7M Backfill-native soil co Manual Gate Valve A = — Plant pit to be 3 times wider than the plant Q Drip Emitter and Flush Valve NO Scale C IIII II container-it's not shown to scale on dwg W � C _ o cu LO No Scale a Q Mulch III►— I I IIII— z Q Lateral - nonpressure line — Q 3/4" Drip Tubing next = = IIII _ L) 12 cover to rootball of each plant 1) 8-12 hours before installation,water all plants while still in contciners sufficiently to W in 18" 12" Main - pressure line - 18" cover Emitters thoroughly wet root balls 2) Dig hole at least 2"less deep than the container and 3 times wider than the 2 emitter _ OF direct burial wire 24 V - tape )ant diameter of the container the plants were delivered in. J — �- and bundle wire eve 10 feet p 3) Gouge holes in the side of the plant pit-2 holes per sq.ft.of wall surface � � every short 1/4 tubing IIII IIII 4) Remove rootball carefully from container with support from below. Sever any circling � ` Use 6" deep sand bedding and 6" 4 emitter roots (3/16"dia.or greater)with sharp knife. Do not pull roots apart. The severing of large 0 ti IIII deep sand backfill in rocky soils plant roots will encourage new roots at the cuts. Install enough backfill under root ball so top of rootball ends up 2"above grade of surrounding soil when it settles. Install some of fertilizer W Snake lines in all trenches ` 1 emitter packets under root ball. 0 plant 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel Vehicle paving handle or feet being careful not to disturb root ball When plants are installed on a 6) Put Agriform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole All lines to have min. 24" cover slope locate most of emitters (5 tablets per 15 gal.or 5 tablets per 1 inch of caliper width. Fill the remainder of the hole 24" I I under vehicle paving with 6 with backfill and pack it. on the up slope side of the plant compacted sand bedding and 7) Water tree thoroughly by filling the basin and allowing the water to percolate in,doing compacted sand backfill FOLLOW DRIP IRRIG. NOTES this 3 times or more until root ball and backfill is wet Provide minimum 3" clearance 8) Install stakes such that the stakes and the tree ties won't damage the tree and the h: == Drip Emitter Placement at Shrubs/ stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below 6" between lines F branches that could be rubbed by stakes. Install stakes so they are straight up and don't No Scale Ground Covers lean in to each other IIII I I Tree Planting Trenches/Lines No Scale B O 4-INCH GRATE(INCLUDED) �p�1D No ScaleSCgpF OBUBBLER:SEE IRRIGATION LEGEND (INCLUDED) No. 2176 1 2 3 4 Mulch 3"deep) pulled 2 inches away from stems J (r2�J6 Valves for spray sprinklers do not require filter and regulator O3 ROOT WATERING SYSTEM: —� Combination atmospheric vacuum breaker/ SEE IRRIG.LEGEND FOR MODEL SPECIFIED RaroNal Temporary 4 O2024 to (INCLUDES BUBBLER 17, 4"high berm for water basin at edge of root ball 6 24 22 control valve with flow control and with or WITH RISER,GRATE,SWING ASSEMBLY, �PJ �P without auto. control as noted on plans : 1/2"MALE NPT INLET,AND BASKET NSlow release Agriform plant tablets CANISTER) gTF III 1 gal plant-2 tablets per plant OFCAL�Ep�� per Filter Water proof connectors such as DBI t 0 0FINISH GRADE = 51g5 al gallant plant tablets6 tablets pertant plant o 5 O OPTIONAL PEA GRAVEL IIII Backfill native soil 0 0 OR RWS SAND SOCK(RWS-SOCK) — � � � � � � � � � � � � � � � — b Bottom of antisiphon valve minimum 6" 6 FOR SANDY SOILS — _ above highest downstream sprinkler 7 Os 1/2-INCH PVC SCH 80 NIPPLE(INCLUDED) III Native soil dug out 2 times depth of container or emitter 8 1/2-INCH 90-DEGREE ELBOW(INCLUDED) = III I III 1= Plant pit at least 3 times diameter of container Regu ator Q O 12-INCH SWING ASSEMBLY 1) 8- 12 hours before installation,water all plants while still in containers sufficiently (INCLUDED) to thoroughly wet root balls U O1/2-INCH MALE NPT INLET(INCLUDED) 2) Dig the plant hole at least 3 times the dia.and 2 times the depth of the plant container. Sch 80 PVC risers 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be O 1 o PVC SCH 40 TEE OR EL such that when the plant is installed and settled it will be slightly above grade of existing 12 11 10 9 1 1 LATERAL PIPE soil. Fill hole with water. 4 Remove rootball careful) from container b tapping out,not pulling out b the stem. To sprinklers Sch 40 PVC pressure line and OF direct C!� 12 4-INCH BASKET WEAVE CANISTER(INCLUDED) ) Y Y pp g p g Y p burial control wires as per specs. Scarify rootball walls In 3 vertical cuts and bottom to 1/2 deep,or by cutting roots of 1/2"or larger with shears. Do not pull roots apart. Q 5) Install fertilizer packets under rootball of plant. Set rootball on prepared surface and Tree Bubblers G fill hole to 1/2 the depth,tamping soil around rootball. Fill hole with water. U No Scale 6) Fill the remainder of the hole with backfill and pack it but do not tamp rootball. Auto. Antisiphon Valve 7) Make the water basin. O 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the with Filter and Regulator for Drip water to percolate in,doing this 3 times or more until root ball and backfill is wet om lid No Scale 9) Install mulch W Shrub Planting Install as per local code and manuf. instructions - Secure No Scale Q U controller to wall with suitable anchors as approved by U inspector Controller- see legend on irrig. plan W -+_ O Weather proof 120 V junction box ' — *_O 00 Electrical conduit and wire from source of power O N Electrical conduit for 24 volt conductors Paint exterior conduit to match building wall. Minimize appearance of conduit visible on wall. Sweep ells OF direct burial wires This controller will be installed outside LANDSCAPE DETAILS Wall Mount Controller D No Scale Date 6/24/22 Scale As Noted Drawn Greg Job Sheet of 8 Revision GE ERAL�ONDIT�ONS - SOIL PREPARATION, PLANTING, AND IRRIGATION PART 2 - PRODUCTS Community Development epa me nt 3.6 TESTING 1.4 GUARANTEE C. Contaminated Soil - Do not perform any soil preparation work in areas where Y ASSURANCE: soil is contaminated with cement, plaster, paint or other construction debris. Plan ing Division - C�pe��h�'d 2.1 PIPE A. All testing shall be done in the presence of the Owner's Representative. A. Trees shall be guaranteed 1 year - all other plant material 120 days following A. Use adequate numbers of skilled workmen who are thoroughly trained and Bring such areas to the attention of the Owner's Representative and do not proceed �CUPERTINO A. Plastic pipe is to be polyvinyl chloride, marked 1120-1220, and bearing the Center-load all pipelines with clean soil approximately every four feet to resist final acceptance. Any plant material needing replacement because of weakness or APPROVEDexperienced in the necessary crafts and who are completely familiar with the until the contaminated soil is removed and replaced. seal of the National Sanitation Foundation. Use Schedule 40 polyvinyl chloride, hydraulic pressures, but leave fittings exposed for inspection. Piping under probability of dying will be replaced with material of similar type and size to Case ## TM-2 21-006 specified requirements and the methods needed for proper performance of the work of D. Moisture Content - Soil shall not be worked when moisture content is so great type I-II fittings bearing the seal of the National Sanitation Foundation, and paving shall be tested before paving is in place. Install a 0 to 160 P.S.I. gauge that of the surrounding area. The replacement plants will have the same guarantee ��11 ,,,.�,,� s section. that excessive compaction will occur, nor when it is so dry that dust will form in R-20 4µ�r7�' complying with ASTM D2466 for pressure line and also for any water lines under on lines to be tested. All valves shown on Plans shall be in place and shall be in as the original plants or trees, starting the day of their replacement. The It is the Contractor's responsibility to verify all information contained in the closed position. Mains shall be tested at 100 P.S.I., and laterals at 65 Contractor is not responsible for losses due to vandalism if he has taken the air or that clods will not break readily. Water shall be applied, if M6 .10 2 - 15. -01� asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger P PA rovaI CI1 t 6 plans and specifications and to notify the Architect of any discrepancy prior P.S.I. If available static water ressure is under 100 P.S.I., rovide suitable reasonable measures for rotection of the lants. necessary, to bring soil to an optimum moisture content for tilling and planting. pp y�l��u'1 pipe is specified in the irrigation legend. For joining, use a solvent complying P P P P Approval I Date 1 /1$LL/2JJ2 to ordering products or commencing with the work. with ASTM D2466 and recommended b the manufacturer of the approved pipe. Pie is pump for tests. Fill pipelines slowly to avoid pipe damage, and bleed all air from Y PP P P P 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT tend ve,ify dimensions, reporting any variations to the Architect before to be continuous) and permanently marked with the manufacturer's name, pipe size, lines as they are being filled. After closing valve at water source, mains shall 1.5 PRODUCT HANDLING Y P Y P P A. Request a review by the Owner's Representative to verify specified limits and Signature Brl nne Harkousha proceeding with the work. schedule number, type of material, and code number. hold 100 P.S.I. gauge pressure for two hours with no leaks. Laterals are expected A. Protect plants before and during installation, maintaining them in a healthy grades of work completed to date before starting soil preparation work. Place Case Manager B. Galvanized steel pipe is to comply with ASTM A120 or ASTM A53, galvanized, to have minor seepage at multiple swing joint assemblies. Major leaks are not condition. Application(s) of anti-dessicant may be required to minimize damage. topsoil as required to obtain an 12" minimum depth of topsoil or as noted otherwise It- 1.2 CONTRACTOR COORDINATION Schedule 40, threaded, coupled, and hot-di galvanized. Use 150 lb. rated acceptable. Laterals shall be tested for one hour at 65 P.S.I. solely to reveal The Contractor is responsible for vandalism, theft, or damage to plant material N P P 9 on the Plans. (Topsoil may already exist in the planting areas). Integrate � A. It is the responsibility of the Landscape Contractor to familiarize himself galvanized malleable iron, banded pattern fittings. Wrap all galvanized pipe below any piping or assembly flaws. The laterals are not expected to hold gauge until commencement of the maintenance period. topsoil layer into subsoil or existing compacted topsoil layer b ripping. P Y 9 P P Y Y PP g• with all grade differences, location of walls, retaining walls, etc., and to grade with 2" wide, 10 mil. plastic wrapping toe 50 Scotch wrap or equal). pressure. For testing laterals, cap risers or turn adjusting screws on nozzles to 9 9 9 P PP 9 P (# PComplete rough grading as necessary to round top and toe of all slopes, providing � coordinate work with the General Contractor. C. Drip tubing is to be as noted on plans. Use compression fittings. the "off" position, as appropriate. Repair any flaws discovered in mains or 1.6 REVIEWS naturalized contouringto integrate newt graded area with the existing topography. 9 Y9 9 U laterals, then retest in same fashion as outlined in presence of the Landscape A. Request the following reviews by the Owner's Representative at least three (3) Verify that rough grading is completed in accordance with civil engineering LLI 2.2 CONTROL WIRE Architect until all lines have been approved. Provide required testing equipment days in advance (in writing): (1) Rough grading (of landscape area) (2) Soil drawings and/or any landscape grading drawings. Break through any compacted layers = co 1.3 DIMENSIONS AND SCALE A. Use type OF direct burial wire minimum size 14, copper, U.L. approved for and personnel. test (3) Verification of incorporation depths (4) Finish grade (5) Plant M YP # PP PP of subgrade material (sometimes left from building or paving pad compaction) that 0 o A. Dimensions are to take precedence over scale at all times. Large scale details irrigation control use for runs of 1000 feet or less. For longer runs consult with material quality approval (6) Plant material layout (7) Plant pit sizes (prior will not allow water in planting areas to percolate through, causing a boggy, over LO are to take precedence over those at small scale. Dimensions shown on plans shall 3.7 SYSTEM ADJUSTMENT to planting lants 8 Preliminary inspection 9 Final inspection 5 day Q c`"> Landscape Architect. Use 3M DBY Direct Bury Wire Splice Kits or dry splice type P 9 plants) ( ) Y P ( ) P ( Y saturated soil condition. You may have to use a backhoe or rotohammers to break up --� � be adhered to insofar as it is possible, and no deviation from such dimensions A. The entire sprinkler system shall be properly ad justed before final acceptance. advance notice required) LLI wire connectors at splices. No underground splices will be allowed without a P Y P P Y J P q ) and turn soil to a minimum depth of 12". If proposed planters are in areas ofco shall be made except with the consent of the Architect. The Contractor shall slice box. Adjustments shall include but not necessarily be limited to: (1) Adjustment of o P existing paving or baserock, remove at least 12" of material and bring in top soil Q verify all dimensions at the site and shall be solely responsible for some or arc and distance control devices on sprinklers, including changing nozzle sizes if PART 2 - PRODUCTS U (0 °' up to grade required by grading plan. Rough grading in planting areas is to be o -0 deviations from same. 2.3 OTHER MATERIALS necessary to assure proper coverage of planted areas. (2) Relocation or addition rn� such that when amendment is incorporated and the mulch is installed, the grade will � � A. Provide other materials, not specifically described but required for a complete of sprinkler heads if necessary to properly cover planted areas, without causing 2.1 TOPSOIL z P Y q P be +- 1" to finish grade. U fl 1.4 LAWS AND REGULATIONS and proper installation, as selected b the Contractor subject to the approval of excessive water to be thrown onto building, walks, paving, etc. (3) Throttling of A. Native topsoil or import landscape soil Q N cC6i P P Y J PP B. Soil Preparation: (1) Distribute soil (organic) amendment and fertilizer in J A. The Contractor shall conform to and abide by all city, county, state and the Architect. automatic valves as necessary to operate sprinklers at manufacturer's recommended U the amounts recommended by the soils lab over all planting areas unless noted w federal building, labor and sanitary laws, ordinances, rules, and regulations. pressure. (4) Adjustment and testing of all automatic control devices to assure 2.2 NATIVE TOPSOIL otherwise on the Plans. (2) Rip and/or till the amendment and fertilizer into the their proper function, both automatically and manually. (5) Installation of A. Native soil on site without admixture of subsoil, free from rocks over two CZ top 6" to 8" of soil until they are thoroughly mixed in. Hand work areas uJ 1.5 LICENSES AND PERMITS pop-up heads anywhere there is a chance of pedestrians or vehicles hitting heads cubic inches, debris, and other deleterious material. Native topsoil is to be J inaccessible to mechanical equipment. (3) Moisten to uniform depth for settlement >, A. The Contractor shall give all notices and procure and pay for all permits and PART 3 - EXECUTION even if pop-ups are not shown on the plan. (6) Installation of check valves to stripped, stockpiled, and reinstalled. >_ co and regrade to establish elevations and slopes indicated on Drawings. licenses that may be required to complete the work. keep sprinkler head drainage from eroding landscape areas, wasting water, or 0 � 3.1 SURFACE CONDITIONS creating soggy spots in the landscaping. 2.3 IMPORT LANDSCAPE SOIL (,r 1.6 SUBMITTALS A. Examine the areas and conditions under which the work of this Section will be A. Import landscape soil must be tested and meet the following specification: 3.3 FINISH GRADING LJJ M A. At the request of the owner or the Landscape Architect, submit manufacturer's 3.8 AS-BUILT DRAWINGS AND INSTRUCTION 1. TEXTURE: A. The Contractor shall make himself familiar with the site and grading plans and ti performed. Correct conditions detrimental to timely and proper completion of the (� and/or supplier's specifications and other data needed to rove compliance with the Sandy loam to loam do finished grading in conformance with said Plans and as herein specified. / PP P P P work. Do not proceed until unsatisfactory conditions are corrected. A. Regularly update a print of the system noting any changes which are made by points between es l l l if shall b h d t sa e uniform eves or so di i i th t d otherwise indicated Grades no specified requirements including certificates stating quantity, type, composition, dimensioning features below grade from surface features with at least two 2. GRADING: B. P P weight, and origin of all amendments, chemicals, import soil, planter mix, plants, SEIVE SIZE PERCENT PASSING SIEVE where elevations are given or between points established by walks, paving, curbs, 9P P P 3.2 EXCAVATION dimensions. Prior to final approval, give the Owner 2 copies of clean blueprints and irrigation equipment used on the site. 25.4 mm (1") 95 - 100 or catch basins. Finish grades shall be smooth, even, and on a uniform plane with gA. Trenches may be excavated either by hand or machine, but shall not be wider marked to show changes during construction. The most important features to mark on than is necessary to lay the pipes. Care should be taken to avoid damage to the plan are valves, pressure lines, wires, and hose bibs. 9.51 mm (3/8") 85 - 100 no abrupt changes of surface. Minor adjustments of finish grades shall be made at 53 Micron (270 mesh) 10 - 30 the direction of the Landscape Architect, if required. 1.7 PRODUCT SUBSTITUTIONS B. After the system has been completed, inspected, and approved, instruct the P q existing water lines, utility lines, and roots of plants to be saved. Y P P PP 3. CHEMISTRY - SUITABILITY CONSIDERATIONS: C. All grades shall provide for natural runoff of water without low spots or A. Any product substitutions shall be requested in writing. The Landscape B. Minimum depth of cover for buried pipelines shall be: 1. Eighteen (18) inches Owner's maintenance personnel in the operation and maintenance of the system. Give g P P Architect must approve or refuse any substitutions in writing. Lack of written the Owner completed warrant cards for the irrigation equipment and ke s to a. Salinity: Saturation Extract Conductivity (ECe x 103 @ 25 degree C.) Less pockets. Flowline grades shall be accurately set and shall be not less than 2% for mainline pressure piping. 2. Eighteen (18) inches for 24 volt wiring from P y gy than 4.0 gradient wherever possible. Grades shall slope away from building foundations approval will mean the substitution is not approved. Any difference in cost to the controllers to remote control valves. 3. Twelve (12) inches for lateral controllers and hose bibs. 9 P P Y 9 Contractor of a less expensive substitution shall be credited to the Owner's b. Sodium: Sodium Adsorption Ration (SAR) Less than 9.0 unless otherwise noted on Plans. All finish grades (top of mulch) are 1" below distribution lines. 4. Twenty-four (24) inches, minimum cover, with 6" sand c. Boron: Saturation Extract Concentration Less than 1.0 PPM finish grade of walks, pavements, curbs, and valve boxes unless otherwise noted. bedding and 6" sand cover for any pipe or wire sleeve under A.C. paving. SOIL PREPARATION AND PLANTING d. Reaction: pH of Saturated Paste: 5.5 - 7.5 C. Under existing paving, piping may be installed by jacking, boring, or hydraulic e. Lime: less than at by weight 3.5 MULCHING 1.8 ERRORS AND OMISSIONS driving except that no hydraulic driving will be permitted under asphalt concrete PART 1 - GENERAL 9 P Y 9 P P A. Recultivate soils compacted by planting or other operations and smooth the A. The Contractor shall not take advantage of any unintentional error or omission pavement most pipes and sleeves under A.C. paving are to be installed prior to 4. PESTS: P ( P P P 9 P soil areas prior to applying mulch. Mulch all planting areas to a depth as noted �1DSCgpF in the drawings or specifications. He will be expected to furnish all necessary 1.1 DESCRIPTION a. The population of any single species of plant pathogenic nematode: fewer than installation of the paving). Where cutting or breaking of existing pavement is on plans. This depth should be as per the plans even after being settled and �� materials and labor that are necessary to make a complete job to the true intent A. The work includes, but is not necessarily limited to, the furnishing of all 500 per pint of soil. � No. 2176 necessary, secure permission from the Architect before cutting or breaking the y g stepped on 30 days after installation. Water lightly to settle mulch. Do not v and meaning of these specifications. Should there be discrepancies in the drawings pavement, and then make necessary repairs and replacements to the approval of the materials, equipment, and labor required to do the installation and complete 5. ORGANIC MATTER ors specifications, the contractor shall immediate) call the attention of the bury ground cover with mulch. Place and settle mulch in such a way that it does P Y n Architect and at no additional cost to the Owner. placement of topsoil, fine grading, soil conditioning, and planting. a. Soil is to have 5% to 10% organic matter at below 18 inches in depth. not get washed onto paving or block drain swales or inlets. Architect to some and shall receive the complete instructions in writing. Soil is to have less than 30% organic matter at 0 to 18 inches in depth 6 2422 Q Organic matter to be less than 1" dia. Do not use mushroom compost. 3.3 INSTALLATION OF PIPE 3.6 WEED CONTROL F FO 1.9 INSPECTIONS/REVIEWS DEFINITION 1.2 QUALITY ASSURANCE No noxious weeds are allowed. OF CALF A. Handling and assembly of pipe, fittings, and accessories shall be by skilled A. The Contractor is responsible for pre-emergent weed control. Follow the A. Inspection or observation as used in these specifications means visual A. Plant Identification and Quality 6. FERTILITY CONSIDERATIONS: tradesmen using methods and tools approved by the manufacturers of the pipe and manufacturer's directions. The Contractor is responsible for the replacement of observation of materials, f 1 equipment, or construction work on an intermittent basis . Plants are to be true to name, with one o each bundle or lot tagged with the a. Soil is to contain sufficient quantities of available nitrogen, phosphorous, any plants (other than weeds) that are hurt or killed due to the misuse of weed equipment and exercising care to prevent damage to the materials or equipment. to determine that the work is in substantial conformance with the contract name of the plants in accordance with standards of practice of the American potassium, calcium, and magnesium to support normal plant growth. In the event of documents and the design intent. Such inspection or observation does not B. Metal pipe threads shall be sound, clean cut, and cored to full inside Association of Nurserymen. In all cases, botanical names take precedence over control products or use of the wrong product. Clay soils can increase the affect g p Y P nutrient inadequacies, provisions shall be made to add required materials to diameter. Threaded joints shall be made up with the best quality pure joint of certain pre-emergents. Adjust the application rate accordingly. Some owners constitute acceptance of the work nor shall it be construed to relieve the common names. overcome inadequacies prior to planting. contractor in any way from his responsibility for the means and methods of compound carefully and smoothly placed on the male threads only 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, 7. COMPACTION may prefer hand weeding to chemical weed control although it is usually more construction or for safety on the construction site. Inspection or observation C. On plastic threaded connections use the sealer recommended by the manufacturer throughout the system. eggs, larvae, excessive abrasions, sun scalds, or other objectionable a. Compact the soil enough so it doesn't settle more when walked on and not expensive. ! 1 will be done by the Landscape Architect only if requested by the owner in writing. disfigurements, and shall conform to the standards as outlined by the California significantly over time where the flow of drainage will be affected or soil needs to be `J This service will require a written contract for additional fees. of the plastic valve or fitting. Do not use paste sealer products on plastic Association of Nurserymen. Tree trunks shall be sturdy and well "hardened off". added. Don't over compact or work soil when it has too much moisture. 3.7 MAINTENANCE valves. Tighten plastic threaded connections with light wrench pressure only. All plants shall have normal well developed branch system, and vigorous, fibrous Dig bottom layer of import soil into existing soil. Compact in 6 inch lifts. A. Maintenance shall begin immediately after each plant is installed. � O D. Connections and controls shall be functionally as shown on the drawings, but B. Maintenance will include: root systems which are not root bound. Ground cover plants (rooted cuttings) shall 2.4 ORGANIC SOIL AMENDMENT ^ ` physically shall be the most direct and convenient method while imposing the least 1. Continuous operations of watering, weeding, cultivating, fertilizing, W have well developed root systems and be kept moist prior to and during A. Redwood sawdust, 0-1/4" in diameter, that is nitrogen stabilized by the hydraulic friction. Install lines in planting areas whenever possible. spraying, insect, pest, fungus, and rodent control, and any other operations to � LANDSCAPE IRRIGATION installation. Plants shall be nursery grown and of size indicated on Drawings. supplier, and contains a wetting agent. Also see note on planting plan E. Thread male PVC connections into metal female connections rather than the All plants not conforming to those requirements will be considered defective, assure good normal growth. W PART 1 - GENERAL opposite. removed from the site and replaced with acceptable new plants at the Contractor's 2.5 ORGANIC MULCH 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, Q F. Interior of pipe fittings, and accessories shall be kept clean at all times, expense. A. See Planting Plan herein specified, furnish and apply any additional fertilizers necessary to 1.1 WORK INCLUDED and all openings in piping runs shall be closed at the end of each days work or 3. Sod shall have a well developed root system. Yellowing, brown, diseased, 2.6 PLANTER SOIL MIX maintain plantings in a healthy, green vigorous growing condition during the otherwise as necessary to prevent the entry of foreign materials. Bending of maintenance period. dried, or pest infested sod shall be rejected. Sod is to be cleanly mowed within A. See Planting Plan and Details. galvanized steel pipe will not be permitted. Install plastic pipe with the 3. Weeding, Cultivating and Clean Up: Planting areas shall be kept neat and free A. The work includes but is not necessarily limited to the furnishing of all 72 hours of delivery to the site. Sod is to be delivered to the site within 24 markings turned up to be seen from above until the pipe is buried. "Snake" the from debris at all times and shall be cultivated and weeded at no more than 10-day materials, equipments, and labor required to install a complete irrigation system. hours after being harvested and installed immediately after being delivered. Sod 2.7 BACKFILL FOR PLANT PITS n 1 m pipe in the trenches so that there will be a small amount of excess length in the intervals. V/ shall not be stored on the site overnight. Any sod delivered to the site that A. For native soils with 50% or more clay content - 75% topsoil and 25% organic line to compensate for contraction and expansion of the pipe. 4. Insect, Pest and Disease Control: Insects and diseases shall be controlled by \ J 1.2 GUARANTEE. The entire sprinkler system shall be guaranteed by the Contractor cannot be installed the same day shall be removed and not used on the site. amendment thoroughly mixed and incorporated together with no topsoil clods larger / G. Place backfill in 6" layers such that there will be no settling. The top 6" of the use of approved insecticides and fungicides. Moles, gophers, and other in writing to be free from defects in material and workmanship for a period of one 4. Ground cover is to have well developed roots and foliage. It is to be grown in than 1/2" diameter. In heavy clay soils or other soils with large clods this will year from acceptance of the work. The guarantee shall include repair of an trench soil is to be the top soil and soil amendment mixture. All backfill shall be free and delivered to the site in flats. rodents shall be controlled by traps, approved pellets inserted by probe gun, or y p g p y require mixing the backfill in a stockpile at the site or at the supplier. For of rock and debris. Test pipe for leaks prior to backfilling joints. Obtain other approved means. approval of the owner's representative before backfilling joints settlement occurring within the guarantee period, including related damage to 1.3 SUBMITTALS soils with less clay content amend only the top 8" of the plant pit backfill as per Q . paving, landscaping, or improvements of any kind. A. Provide the results of lab tests done on representative samples of existing the soils lab recommendations. 5. Protection: Work under this Section shall include complete responsibility for 3.4 INSTALLATION OF EQUIPMENT maintaining adequate protection for all areas. Any damaged areas shall be U soils and imported soils to be used for the top 12" or more of landscape area. 1.3 REVIEWS Tests are to be done by a reputable soils lab (i.e., Perry Lab, Watsonville or 2.8 FERTILIZER repaired at no additional expense to the Owner. A. Flush lines clean prior to installation of valves, sprinkler heads, or hose 6. Replacements: Immediately replace any plant materials that die or are A. Request the following reviews prior to progressing with the work: (1) Layout Santa Clara Soil and Plant Lab). Samples to be tested are to be collected by lab A. Fertilizer needs and amounts will be based on the results of the soil test Q (D bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose damaged. Replacements shall be made to the Specifications as required for of system (2) Depth of lines prior to backfilling (3) Coverage adjustment of all personnel. Soil samples are to be tested for: • bibs, and other equipment as per the Irrigation Plan and details original plantings. v .heads, valve boxes and operation of system. 1. Particle size distribution (clay, silt, sand). B. Sod lawn areas (there is no lawn on the plan) 7. Hand Watering: Even when planting areas are watered with automatic O (calcium, magnesium), boron, sodium, pH level. 2. Agricultural suitability including any excess problems; i.e., salinity N 1.4 WATER PRESSURE 3.5 ELECTRICAL WORK irrigation, the soil surrounding the plant pits can be moist while the A. The line voltage work shall consist of connecting the controller to the nearest 2.9 PLANT MATERIAL SUBSTITUTES sawdust/sand root ball is dry. This can cause the plants to deteriorate or not A. Verify the existence of the minimum acceptable volume of water at the minimum 3. Fertility - amounts of available nitrogen, potassium, phosphorous, iron, available 115 volt supply. The line voltage connection shall be in conduit, in A. Substitutes will not be permitted except when proof is submitted that plants grow (even during the winter). The plants will do best (especially during the hot acceptable dynamic pressure as per plan at the point of connection at the earliest magnesium, copper, zinc, and boron. opportunity,, reporting insufficient volume and/or pressure to the Landscape accordance with local electrical code. Controllers mounted inside buildings can be specified are not available and then only upon approval of the Landscape Architect season) if they are hand watered deeply until their roots grow out into the PP Y P 9 / P P 4. Chemicals and/or poisons that would hinder plant growth. The owner is to plugged into outlets. The low voltage work shall include all necessary wiring from and Owner. surrounding soil. Architect. Contractor is responsible for cost of installation of pressure regulator decide if tests for poisons will be done since there is a small chance that any if pressure exceeds 80 psi. the controller to the automatic sprinkler valves, installed in accordance with the P P exist and the cost of testing for them is expensive and difficult. manufacturer's recommendations. A loop of extra wire, a minimum of eighteen (18) 2.10 OTHER MATERIALS 3.8 PRELIMINARY INSPECTION An interpretation of the test results and their affect on plant performance done by 1.5 UTILITIES inches long shall be provided at each automatic valve. Appropriate expansion loops A. Provide other materials, not specifically described but required for a complete A. As soon as all the planting is installed, the Contractor will request the he lab staff or an approved horticultural consultant should be included in the t shall be provided throughout the system to assure that no wiring will be under and proper installation, as selected by the Contractor subject to the approval of Owner's Representative (in writing) to make a preliminary inspection. The 30 A. Verify the location of all existing utilities and services in the line of work report. The Owner is responsible for the cost of initial testing and for any LANDSCAPE stress. the Landscape Architect. calendar day maintenance period will start when the work is approved. Replacement before excavating. Take all precautionary measures necessary to avoid damaging P y g additional chemicals and amendments that are required that are not already included / p y q pp Y SPECIFICATIONS B. All slices and connections on the 24 volt system shall be made using 3M DBY and/or repairs may be required for approval. The Contractor is to notify the Direct Bury Splice Kits, Rain Bird Pentite connector, or equal. in the Specifications or Drawings. Soils tests must be done as soon as possible Owner and the Owner's Representative in writing when the 30 day maintenance period and prior to ordering or installing soil amendments or plant materials. Plant PART 3 - EXECUTION 1.6 ELECTRICAL CONNECTION C. Wiring, wherever possible, shall be placed in the same trench with, and begins. alongside of, the irrigation main water line. Tape and bundle wire every ten feet. selections and soil amendment specifications are subject to change depending on the A. Verify existence of 110 Volt 20 Amp. circuit for irrigation controller (by .results of the soil tests 3.1 SURFACE CONDITIONS All wiring placed under paving shall be put in adequately sized Sch 40 PVC pipe 3.9 FINAL INSPECTION others) at location noted on plan for installation of controller. 5. If bidding is done prior to soil fertility tests, bid 6 cu yds. of nitrolized A. Examine the areas and conditions under which the work of this Section will be sleeves prior to paving operations. A. At least 5 days prior to the anticipated end of the maintenance period, the RWD sawdust and 16 lbs. of 12-12-12 fertilizer per 1000 sq.ft. tilled or dug into performed. Correct conditions detrimental to timely and proper completion of the D. Wire for 24 volt control lines shall be size #14 OF direct burial irrigation Contractor shall submit a written request for final inspection. The planting wire. Unless noted differently on the plan, common grounds shall be white, size the top 6" to 8" of soil in all planting areas for bidding purposes only. Revise work. Do not proceed until unsatisfactory conditions are corrected. areas shall be weeded, neat and clean. The work shall be accepted by the Owner Date 6/24/22 bid when results of soil fertility tests are obtained. B. Weed and Debris Removal - All ground areas to be planted shall be cleaned of #14 OF direct burial wire. For wire runs over 1000 feet consult with Landscape exclusive of the plant materials upon written approval of the work by the Owner's As Noted Scale Architect for wire size. Under no circumstances, on multiple controller all weeds and debris prior to any soil preparation or grading work. Weeds and Representative. installations, will a single common ground, shared by each controller, be debris shall be disposed of off the site. Drawn Greg permitted. Each controller shall have its own separate common ground wire. Job Sheet L7 of 8 Revision Community Develop par"6ATER-EFFICIENT LANDSCAPE CHECKLIST Landscape Documentation Package Checklist WATER BUDGET WORKSHEET Plan ing Di isio rtinoommunity Development Department Community Development Department LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 �CUPSRTINO AP R Cupertino, CA 95014 planning@cupertino.org 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 1 - PROJECT INFORMATION http://cupertino.org/planning Cupertino, CA 95014 planning@cupertino.org a] Case ## TM- 21-0 CUPERTINO http://cupertino.org/planning a Date - 6/24/22 R-20 b Applicant - Greg Lewis - Landscape Architect _ _ AIID�,, 'CERTIFIED/LICENSED PROFESSIONAL INFORMATION Approval I 1 -U I PART 1: PROPERTY INFORMATION c Project Address - 20860 McClellan - Lot 2, Cupertino pp _� (] � &COMPANYADDRESS PROJECT ADDRESS A.P.N.Approval Date 10/18/ 2�bMPANYGregory Lewis - Landscape Architect "° �'� 20860 McClellan - Lot 2, Cupertino d Total Landscape Area -2342 sf NAME LIC./CERT.# e Type of project -single family residential Signature Brlknne Hdrknry I Pwis #2176 �6 2�� REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA g Checklist of all documents in package - see this page CD Cas M T-q#W1IL PHONE FOFCA��F� 45.3 2342 2342 0 h Contacts of Applicant - lewislandscape@sbcglobal.net (831 ) 359-0960 PROFESSI NALSEAL SQ.FT. SQ.FT. SQ.FT. Owner - Lok Damiready PART 2: PROPERTY& PROPERTY OWNER INFORMATION PART 2: SAMPLE HYDROZONE TABLE (925) 698-1727 Alok Damiready alok@soleez.com REGULAR LANDSCAPE AREA i "I agree to comply with the requirements of the water efficient landscape 0 HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF X LAND- ETWU W FACTOR(PF) METHOD EFFICIENCY(IE) (PF/IE) AREA(SQ.FT.) SCAPE AREA ordinance and submit a complete Landscape Documentation Package" C)CD 7756 Country Ln., Pleasanton CA 925-698-1727 = o 1 0.25 Drip 0.81 0.3086 1887 582.41 16,357 20860 McClellan - Lot 2, Cupertino Q p 2 0.5 Drip 0.81 0.6173 203 125.31 3519 M PROJECT TYPE(CHECK APPLICABLE) WATER SOURCE W S a� New Potable 3 .25 Drip 0.81 0.3086 50 15.43 433 0- a) TOTAL LANDSCAPE AREA TURF PLANT AREA Q (.0 FZ ❑ Rehabilitated ❑ Recycled 4 .5 Drip0.81 202 124.69 3502 v LO ❑ Non-Residential ❑ On-site captured rainwater 2342 SQ.Fr. 0 -SQ.FT 0.6173 Owner's Signature Date Q ❑ Grawater 5 Z v WATER PURVEYOR NON-TURF 42TAREA SPECIAL LANDSCAPE AREA Q Ua A.APPENDIX B - WATER EFFICIENT LANDSCAPE WORKSHEET - SEE SHEET LO J SQ.Fr. SQ.FT. TOTALS (A)2342 (B) 848 (Y PART 3: COMPLIANCE CHECKLIST �13,811Cl) rn B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET Ll AND IRRIGATION PLAN - U) M Landscape Parameter Requirements Compliance SPECIAL LANDSCAPE AREA SEE SHEET L2, L3, L4 - TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area YES 1 � L no turf (No turf in non-residential area) El YES PLAN - see Civil Grading and Drainage Plans by civil engineer. O 0- Turf shall not be planted on slopes more than 25%. ❑ YES TOTALS (C) 0 (D) Q (z) O L ti All portions of turf areas shall be wider than ten(10)feet(unless irrigated with ❑ YES subsurface irrigation or low volume irrigation system). PART 3: WATER BUDGET CALCULATIONS DEFINITIONS The following items shall be submitted to the Director of Community Development (Y) + (z)23,811 < 36,178 MANrA 0 HYDROZONE:Put in hydrozone#,letter,or planting when a landscape project is subject to the requirements of this chapter, prior to final PLANTING AREA At least 80% (100% for non-residential area)of non-turf area shall consist of - (ETWU) ( ) description.(e.g.1,2,3;A,B,C;front porch,adjacent to driveway, native or low water use plants. YES front lawn,etc.) inspection PART 4: ETAF CALCULATIONS 0 PLANT FACTOR(PF):Use WUCOLS to determine Plant Factor. No invasive and/or noxious plant species shall be planted. YES Plant factors are 0-0.1 for very low water use plants,0.1-0.3 for low Average ETAF for Regular Landscapes = (B) _ (A) water use plants,0.4-0.6 for moderate water use plants,and 0.7-1.0 A.CERTI FICATE OF COMPLETION Plants with similar water needs shall be grouped within hydrozones.Each AYES for high water use plants. hydrozone shall be controlled by a separate valve. 0.36 (ETAF) < (0.55 for residential) • IRRIGATION METHOD:Overhead spray or drip • IRRIGATION EFFICIENCY(IE):0.75 for spray and 0.81 for drip B.CERTIFICATE OF INSTALLATION, FOLLOWING INSTALLATION OF LANDSCAPING SOIL MANAGEMENT Atleast4cu.yds.ofeompost,six(6)inches deep,shallbeapphed per 1X0 sq.&oflandscapearea. YES (ETAF) < (0.45 fornon-residential) ETAF:The maximum average EvapoTranspiration Adjustment Factor for residential properties,exclusive of Special Landscape A minimum three 3 inch layer of mulch shall be applied on all exposed soil Site-wide ETAF = B + D + A + C Areas,is 0.55 and for non-residential properties is 0.45;ETAF for ( ) Y pp p ( ) ( ) C. IRRIGATION SCHEDULE surfaces of planting areas,except in areas of direct seeding application(e.g. - YES new and existing Special Landscape Areas shall not exceed 1.0. I"� 0.36 Site-wide ETAF ETo=evapotranspiration rate means the quantity of water hydro-seeding). evaporated from adjacent soil and other surfaces and transpired by plants during a specified time D.LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE Grading shall be designed to minimize soil erosion,run-off,and water waste. YES 0.62 is a conversion factor that converts acre-inches/acre/year to p IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or FORMULAS gallons/sq.ft./year. YES E.IRRIGATION AUDIT REPORT �?� No. 2176 ❑ no irrigation soil moisture sensor data and utilize a rain sensor. '�K ETWU= ETo x 0.62 x (ETAF x Landscape Area) n Estimated Total Water Use system Irrigation controllers shall be a type which does not lose programming data in YES r 4 0 2024 the event the primary power source is interrupted. MAY1 A = ETo x 0.62 x [(ETAF x Landscape Area) + ((1-ETAF) x SLA)] Maximum Applied Water Allowance q�F OF CAL�F�� Page 1 of 1 IMWATER-EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org CUPERTINO http://cupertino.org/planning Landscape Parameter Requirements Compliance U IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the o dynamic pressure of the system is within the manufacturer's recommended YES n 1 pressure range. �LJ L Manual shut-off valves(such as a gate valve,ball valve, or butterfly valve) shall be installed as close to possible to the point of connection of the water supply. YES Q All irrigation emission devices must meet the requirements set in the ANSI (� standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter v Standard." All sprinkler heads installed in the landscape must document a N YES O distribution uniformity low quarter of 0.65 or higher using the protocol defined Y`� in ASABE/ICC 802-2014. N Dedicated irrigation meters are required for non-residential projects with more YES W than1,000 sq.ft. of landscape area. this is single family residential > O T� WATER FEATURES Pool and spa covers shall be installed. N o 0 o I or spa ❑ YES n 1 Vn` ❑ pool Recirculating water systems shall be used for all water features. None YES U ❑ other: Q -9no water features Water features are limited to 10% of the landscaped area. None ❑ YES U W I am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects of O water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies with the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any • changes to the project will necessitate a new checklist. ('0000) O N ��ks 6P4/22 El Landscaping is not Installed yet ❑ Applicant Comments ❑ Use additional paper if necessary ❑ LANDSCAPE DOCUMENTATION 1-1 Staff Evaluation Staff Comments Approved ❑ Date 6/23/24 Scale As Noted J Not Approved ❑ Drawn Greg Permit# ❑ Job Sheet Sfef!ATURE DATE Page 1 of 2 of 8 Water Efficient PlantingNotes Plant Legend Revision Community Development Department KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME Plan ing Division — CupehinbESS THAN 25% OF PLANTING AREA IS TURF ON EACH LOT- ONLY LOTS 5 AND 6 HAVE LIVE LAWN. GALLONS RATING �CUPSRTINO APPROVED 2 AT LEAST 80% OF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS 0�-�I' STREET TREE Case ## TM-2 21-006, 3 PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE SHALL BE CONTROLLED max. typ. ndscap reening PC 3 24" box LOW Pistacia chinensis Chinese Pistache R-20 P040 to, 5, BY A SEPARATE GROUP OF VALVES — _ _ Min. height of installed replacement tree is 6 feet when planted RR -015. -016, 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER PER 1000 SF OF o c ] c c o Order from nursery a long time in advance to be sure you can get them minimum height required Approval B� ���nci� PLANTING AREA SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL EXCEPT UNDER CANOPY OF EXISTING I LN LN LN FRONT YARD AND ADDITIONAL TREES Approval Date 10/18/22 ( N N LN LN I LI 7 24" box LOW Lagerstroemia Tuscarora Crape Myrtle I,LL� I V E SAVED) OR FOLLOW THE AMENDMENT AND FERTILIZER RECOMMENDATIONS OF ASOIL FERTILITY TEST AND Signature Briknne Harkousha oNini vcic FROM A SOIL LAB (HIGHLY RECOMMENDED) I ] ] I PC 3 24" box LOW Pistacia chinensis Keith Davies Chinese Pistache Case Manager 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN N f Min. height of installed front yard and street trees is 8 feet when planted AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. USE VISION RECYCLING DARK BROWN MAHOGONY COLORED I Order from nursery a long time in advance to be sure you can get them minimum height required WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER MULCH APPROVED BY THE OWNER (PROVIDE SAMPLES) I I PRIVACY SCREENING SHRUBS 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE ADDITIONAL NOTES I LN 15 10' max LOW Laurus nobilis Grecian Laurel 7 SEE SHEETS L4 AND L5 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS IN FINAL CONSTRUCTION I o N PG - 15 10' max IVIED Podocarpus gracilior Fern Pine CD DRAWINGS WHEN THEY ARE DONE I I Min. height of installed screen shrubs is 6 feet when planted 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, CIVIL, OR I I Order from nursery a long time in advance to be sure you can get them minimum height required Q STRUCTURAL ENGINEER I N I SHRUBS N °l 0 MC - 5 5' - 8' LOW Myrtus communis Myrtle Q 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE MOST CURRENT o SET OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES 1 QX LC - 5 4' - 6' LOW Loropetalum Razzleberry Or other maroon one o a , 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION COMPONENTS. I z "Ni SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR BUILDINGS PRIVACY I N I L ROUND COVERS 4' - 6' LOW Lomandra Platinum J SCREENING NOTES SECOND L I - - 0 `° N 1 3' 6' LOW Nandina Gulf Stream Heavenly Bamboo U 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE, MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT I ° STORY I _ w TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. I N L ] I DV - 1 3 - 6 LOW Dietes irridioides Fortnight Lily J c 12 PRIVACY PLANTING; THE FINAL PRIVACY-PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING 3 o SR 1 3' - 6' LOW Salvia Lipstick Red Salvia DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE SHALL BE CONSISTENT WITH ]° L SL - 1 3' - 6' LOW Salvia leucantha Santa Barbara Mexican Sage o co THE CITY'S REQUIREMENTS. DV LM - 1 3' - 6' LOW Lantana montevidensis purple Low Purple Lantana 0 p p p 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS PROPERTY TO CD INFORM FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION REQUIREMENTS I o o LW - 1 3' - 6' LOW Lantana montevidensis white Low White Lantana CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT ODV 7 g© 0 PG N LP - 1 3' - 6' LOW Limonium perezii Sea Statice THAT IS 5 FT OR LESS FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO LB - 1 4' - 6' LOW Lomandra Breeze APPROVAL BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. ® 3❑ BF - 1 4' - 6' LOW Bulbine frutescens I o 30° o 14 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE PRIVACY TREES AND I P C - 1 3' LOW Chondropetalum tectorum Small Cape Rush NEW FRONT YARD TREE I J - 1 3' LOW Juncus patens Elk Blue CA Gray Rush 15 CONTRACTOR SHALL REFER TO GRADING PLAN FOR SITE GRADING AND DRAINAGE INSTALLATION I N o00 Q Lawn sod HIGH Turf tall Fescue sod with 2x4 rough redwood header board Plant quantities are for planning purposes only. 16 THE CITY REQUIRED PRIVACY PLANTING SHRUBS AND THE REST OF THE LANDSCAPING ON EACH LOT WILL REDUCE N l O Contractor to install all plants shown on plan and verify plant count. PRIVACY IMPACTS FROM EACH LOT TO THAT LOT'S NEIGHBORS O 9 Ask owner if he wants to increase any of the installed plant sizes No. 2176s� 17 SEE SHEET L2 FOR TREE PROTECTION MEASURES AND PLAN INCLUDING TREE PROTECTION FENCING 0 I I° 30 4 72024 a ° N N N PG end I Landscape Site Le sqT� 2�o��P IN g OF CA,�� 1❑ Driveway Paving - Permeable interlocking concrete paver system N capable of supporting vehicle traffic - manuf., series, pattern, and color to (D be selected by owner LB LB 6 2❑ Front yard walkway - Concrete or pavers, pattern and color to be Q ° LB 2nd Story Deck selected by owner. U LB LB -T "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for LB 3❑ Paving for side yard walkways natural gray color concrete.with no color O 2 J J N N MC added and score joints or conc. interlocking pavers as selected by owner. �I the efficient use of water in the landscape design plan L tV LB 7/7 Gregory Lewis - Landscape Architect Lic. #2176 6/23/22 � MC � ® Rear patios- Concrete or pavers, pattern and color to be selected by Q owner. Install score joints and expansion joints to control cracking if conc. ^ U LB LB LB LB N o is used. Use concrete steps, color to go well with pavers if pavers used. �.L er le L O J J J J J riv 5❑ Existing fence - Repair and or replace as needed CN SD -S J - SD S � 0 L �J J J N © Install new 3 foot wide gates with galv. hardware — J J 1 I — J J O J a) 4� LP 7❑ Install 6 foot high wood fence - vertical overlapping 1x8 or 1x6 RWD U -- ------ ---- ----- -- - ----- --- ---- -------- - - -------- - --- --- - • or cedar with 2x4 RWD horiz. rails, 2x8 PT kicker, and 4x4 PT posts max. U JT JT JT JT -JT JT - JT JT JT JT JT JT T- JT T- L LP LP LP LP LP LP N LP 8' OC Sidewa ® o 0 LI LI - Front Ya d TrQ e N 9❑ N D S 77110 Min. 2 feet wide landscape strip for drainage swale along sides of N property 11 3 feet wide gravel path/landing - 3" deep gravel with weed cloth and PLANTING 2x4 redwood header - gravel to be selected by owner PLAN 12 Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series, pattern, and color to be selected by owner. This represents a front pedestrian path and should be a contrasting color and or pattern that goes well with the rest of the 6/24/22 driveway and matches the front walk paving if possible in pattern and Date Scale As Noted COIOr. Drawn Greg GARB Concrete or paver pad for Garbage and Recycle Bins min. 3' x 7' 1 1 1 Job 1 /8/Q _ 1 _O Sheet I :::] L I 0' 4' 8' of 8 Revision Community Development Department Plan ing Division — Cupertino 'CUPLRTINO APPROVED Case ## TM- 21-006, .. .. .. .. .. .. R-20240040 ltep r 5, Advanced Tree Care 20860 McLellan U.,Cupertino ------ — --- — ----- Advanced Tree Care 20860 Mclxllan Rd.,Cupertino R -015 -016, 965 East San Carlos Ave,Sari carlo, Mav-75.2021 965 East San Carlos Ave,San Carlos May 25. 2021 Approval I Ba - ITy �lrlc?l O -�JL Approval I Date 10/18/22 Tree Survey I Tree i'rolectian Plan Signature Briknne Harkousha I Case Manager Tree# Species DBii 13t15p Con Rating Comments Gray. Path I 1. The Tree Protection Zone(TPZ)should be defined with protective fencing.This should be fo I Douglas fir 12-3" 40r2{) 40 Good health,poor condition,one sided. Gyclonc or chain little fencing on 11h"or 2"posts driven at]cast 2 feet in to the ground standing at N Pseuduts"gae menziesii unbalanced,Not Regulated REMOVE least 6 feet tall.Normally a TPZ is defined by the driplinc of the tree. I recommend the TPZ's {r �' as follows:- 2 Fig R.6'79-9" 12115 50 Good health,fair condition_lvppcd REMOVE T Ficus.Ypp ''tat Regulated I U Tree# 11:TPZ should be at 1 I feet radius from the trunk of tree: In accordance I Tree Patio 3 Persinunon 11.2" 25/15 60 Fair health and condition I I Protection as outlined and illustrated in linage 2.I5-l and 2"', w Lier,.vf„rcrs;uprnicA dint Regulated REMOVE I o N I I— Tree# 12.TPZ should be at 8 feet radius from the trunk of the tree in accordance with Type I Tree 2 rn o 4 walnut ]4.3" ]5/20 ]a Vet} poorlasedhealth and condition REMOVE I I Protection as outlined and illustrated in image 2.15-1 and 2 is}. LO Jtrglrerts rrigru Not Regulated ; C0 5 Citrus 10,0"@ 1' 12110 60 Fair health and wndidor REMOVE I 2 I Tree# 13:TPZ should be at 20 feet radius from the trunk of the tree closing on the sidewalk in Q M Citrus spp Not Regulated Ur T6 ❑ accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2 t6) LJJ� 6 Aleppo pine 4.13" 60+30 50 Fair health and condition o Q CD Pious halepensis dot Regulated REMOVE I Tree# 1 fi:TPZ should be at 20 feet radius from the trunk of the tree closing on the sidewalk in CU C) o accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2(6). (/) Q 0) 7 Monterey pine 33.2" 55/40 50 Fair health and condition,tapped, I U 0 Poop&nidiara Not Regulated REMOVE z N rhealthancondiien.toppcd I o I U& vnncreypine 21.5" 5U20 45 10 CL Pintas radiara Oat Regulated tp v U) 9 Incense cedar 1LT' 3516 45 Poor health and condition REMOVE I � I � to t6 Calocedms dccurrem Not Regulated w � 10 Incense cedar 12.2'• 3516 45 Peor health and condition f tl J cis Calovedms decurr ms Not Regulated REMOVE I I o • Type I Tree Protection 0 Cc 11 Coast live oak 9.0"l8.3"18.1" 25J18 fit} Gaud health,poor condition. SAVE ° N The fences shall enclose the entire area Querrue agrifolrre codominant at 2',Regulated I I (D ro under the canopy drlpline or TPZ of LJJ M I? coasl live oak 12.3" 25/20 60 Cmod health,pour condition SAVE the tree(s) to be saved throughout the life W Quercusagrifolia Regulated I I MAC E2.1S-1 of the project, or until final Improvement Ur TreeProlectton Fence at the orlpune work within the area is requirsd, typically 13 Monterey pmc 32-2" 50/50 50 Feu health and cunslittun.nclghbors SAVE I ' r�n� I near the and of the project (see Images Pirtus radiatr+ lrcc,Not Regulated I N V o I 2.15-1 and 2.f 5-21. Parklrlg Areas: If the 14 Citrus 4.7"43"(ivgrWe 106 10 Very poor health and condition.almost ° fencing must be located on paving or Citrus spp dead,Not Regulated El REMOVE sidewalk that will not be demolished, the posts may be supported by an appropri- 15 Irish yew I9.5'iggrade 15/15 30 Poor health and condition,cadamimmt REMOVE I I ate grade level concrete base. Tv-ras harcaiu at grade.Not Regulated l2 16 Dcodarcedar 31.3" 60/30 so Good hcalth,poor condition,topped, SAVE C'edrus deadara bmkcn limbs,Regulated I ° 17 Monterey pine 33.0" 50130 50 Fair ccalth,pnor condition,thin cunupy REMOVE � Prates radiator lopped,Not Regulated I 2 n d S t o r 18 Stump I y t� TreeIMA ecliona Tree Protection Fence atihe Qrtpline ° N I3 Page i No. 2176 � o 4 32024 Renew out* I � I qTF OF SAL\F��� Advanced Tree Care 20860 McLellan Rd.,Cupertino I o 965 East San Carlos Ave,San Carlos May 25,2021 ° Advanced Tree Care 2086U McLellan Rd.,Cupertino 965 East San Carlos Ave,San Carlos May 25,2021 Tree Survey Tree# Species DBH HtlSp Can stating Comments I N o I 2.Any pruning and maintcrlanco of the trees shall be carried out before construction begins.This Q ° 2nd Story Deck I should allow for any clearance requirements for both the new structure and any construction 19 1ncenseCWar 17.5" 35120 40 Poor health and condition REMOVE � machinery. This will eliminate the possibility of damage during construction.The pruning � U Calucairus decunerrs flat Regulated I � should be carried out by an arborist,not by construction personnel-No limbs greater than 4" 30 Douglas fir 22-5" 35/20 0 Dead in diameter shall be removed. Q P.seradotsregrr nfeirxirsii Not Regulated REMOVE I Tree# 16 has a lot of dead wood and broken limbs. If this tree is to remain,this tree should be 21 Phtospotum 4.5'74.2"J5.1" 12f tS 70 Goad health and condition REMOVE `� -- -- -- pruned for safety and clearances. Pill6sparunr iuhira Not Regulated --- sulnruary: I 3.Any excavation in ground where there is a potential to damage roots of 1"or more in diameter 20' FYS B Q ---- should be carefully hand dug. Where possible, roots should be dug around rather than cut!2) Tree#s 1,4,9, 10, 14, 15, 19 and 20 arc either dead or in very poor health and condition and ---- U should be removed. 4.If roots are broken,every effort should be made to remove the damaged area and cut it back to its closest lateral root. A clean cut should be:wade with a saw or pruners. This will prevent Tree#s 6, 7, 8, 13, 17 are pines.Pines arc not Regulated trees. Pines arc not tolerant to Permeable any infection from damaged roots spreading throughout the root system and into the tree''' construction impacts and even with all tree protection measures in place,they may decline further Driveway 5 (4) 0-4during the construction period and eventually become infested with beetles,which will ultimately so S � .Dv Not:.(4) kill the trees. S SD Sb a. Allow run off or spillage of damaging materials into the area below any tree canopy. O b. Store materials, stockpile soil, park or drive vehicles within the TPZ of the tree. > Tree# 19 is a stump standing 1 foot tall c. Cut,break, skin or bruise roots,branches or trunk without first obtaining permission from the n 1 city arborist. W Tree# 13 is on the neighbor's property and should be protected during construction. d. AIIow fires sunder any adjacent trees. Q 1 ----------------------- -- ------ -- -------- - e. Discharge exhaust into foliage. v Tree#s 11, 12 and 16 are Specimen trees by merit of their size and species and should be f• Secure cable, chain or rope to trees ar shr.¢bs, U du ring uring C❑riStluGtlOq JT JT JT JT JT JT JT JT JT JT m JT T— T k T T- nt g. Apply snit sterilants udder paveme near existing trees.ll U N The remaining trees,#s 2,3, 5 and 21 are smaller trees that are not specimen trees and can be —— 6. Where roots are exposed-,they should be kept covered with the native soil or four layers of wetted, � Q removed if desired- T21 T2 untreated burlap. Roots will dry out and die if left exposed to the air for too longs`)' �Q Sidewalk C� 00 7. Route pipes into alternate locations to avoid conflict with roots 4) Q N N 8. Where it is not possible to reroute pipes or trenches,the contractor is to bore beneath the driplinc of the tree.The boring shall take place no less than 3 feet below the surface of the sail in order to o s avoid encountering"feeder"roots-14) 9. Compaction of the soil within the drip]Ine shall be kept to a minimum I')Ifacccss is required to go through the TPZ of a protected tree,the area within the TPZ should be protected from compaction N — either with steel plates or with 4"of wood chip overlaid with plywood. 10.Any damage due to construction activities shall be reported to the project arborist or city arborist within 5 hours so thatremedial action can be taken. EXISTING 11. Ensure upon completion of the project that the original ground level is restored TREE PLAN 4jPage 61Page Date 4/26/22 Scale As Noted CD Drawn Greg Job 1 /8 11 1 1_011 Sheet I :::] L2 0' 4' 8' of 3 Revision Community Development Department Plan ing Division — Cupertino 'CUPLRTINO APPROVED Case ## TM- 21-006, .. .. .. .. .. .. R-20240040 ltep r 5, Advanced Tree Care 20860 McLellan U.,Cupertino ------ — --- — ----- Advanced Tree Care 20860 Mclxllan Rd.,Cupertino R -015 -016, 965 East San Carlos Ave,Sari carlo, Mav-75.2021 965 East San Carlos Ave,San Carlos May 25. 2021 Approval I Ba - ITy �lrlc?l O -�JL Approval I Date 10/18/22 Tree Survey I Tree i'rolectian Plan Signature Briknne Harkousha I Case Manager Tree# Species DBii 13t15p Con Rating Comments Gray. Path I 1. The Tree Protection Zone(TPZ)should be defined with protective fencing.This should be fo I Douglas fir 12-3" 40r2{) 40 Good health,poor condition,one sided. Gyclonc or chain little fencing on 11h"or 2"posts driven at]cast 2 feet in to the ground standing at N Pseuduts"gae menziesii unbalanced,Not Regulated REMOVE least 6 feet tall.Normally a TPZ is defined by the driplinc of the tree. I recommend the TPZ's {r �' as follows:- 2 Fig R.6'79-9" 12115 50 Good health,fair condition_lvppcd REMOVE T Ficus.Ypp ''tat Regulated I U Tree# 11:TPZ should be at 1 I feet radius from the trunk of tree: In accordance I Tree Patio 3 Persinunon 11.2" 25/15 60 Fair health and condition I I Protection as outlined and illustrated in linage 2.I5-l and 2"', w Lier,.vf„rcrs;uprnicA dint Regulated REMOVE I o N I I— Tree# 12.TPZ should be at 8 feet radius from the trunk of the tree in accordance with Type I Tree 2 rn o 4 walnut ]4.3" ]5/20 ]a Vet} poorlasedhealth and condition REMOVE I I Protection as outlined and illustrated in image 2.15-1 and 2 is}. LO Jtrglrerts rrigru Not Regulated ; C0 5 Citrus 10,0"@ 1' 12110 60 Fair health and wndidor REMOVE I 2 I Tree# 13:TPZ should be at 20 feet radius from the trunk of the tree closing on the sidewalk in Q M Citrus spp Not Regulated Ur T6 ❑ accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2 t6) LJJ� 6 Aleppo pine 4.13" 60+30 50 Fair health and condition o Q CD Pious halepensis dot Regulated REMOVE I Tree# 1 fi:TPZ should be at 20 feet radius from the trunk of the tree closing on the sidewalk in CU C) o accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2(6). (/) Q 0) 7 Monterey pine 33.2" 55/40 50 Fair health and condition,tapped, I U 0 Poop&nidiara Not Regulated REMOVE z N rhealthancondiien.toppcd I o I U& vnncreypine 21.5" 5U20 45 10 CL Pintas radiara Oat Regulated tp v U) 9 Incense cedar 1LT' 3516 45 Poor health and condition REMOVE I � I � to t6 Calocedms dccurrem Not Regulated w � 10 Incense cedar 12.2'• 3516 45 Peor health and condition f tl J cis Calovedms decurr ms Not Regulated REMOVE I I o • Type I Tree Protection 0 Cc 11 Coast live oak 9.0"l8.3"18.1" 25J18 fit} Gaud health,poor condition. SAVE ° N The fences shall enclose the entire area Querrue agrifolrre codominant at 2',Regulated I I (D ro under the canopy drlpline or TPZ of LJJ M I? coasl live oak 12.3" 25/20 60 Cmod health,pour condition SAVE the tree(s) to be saved throughout the life W Quercusagrifolia Regulated I I MAC E2.1S-1 of the project, or until final Improvement Ur TreeProlectton Fence at the orlpune work within the area is requirsd, typically 13 Monterey pmc 32-2" 50/50 50 Feu health and cunslittun.nclghbors SAVE I ' r�n� I near the and of the project (see Images Pirtus radiatr+ lrcc,Not Regulated I N V o I 2.15-1 and 2.f 5-21. Parklrlg Areas: If the 14 Citrus 4.7"43"(ivgrWe 106 10 Very poor health and condition.almost ° fencing must be located on paving or Citrus spp dead,Not Regulated El REMOVE sidewalk that will not be demolished, the posts may be supported by an appropri- 15 Irish yew I9.5'iggrade 15/15 30 Poor health and condition,cadamimmt REMOVE I I ate grade level concrete base. Tv-ras harcaiu at grade.Not Regulated l2 16 Dcodarcedar 31.3" 60/30 so Good hcalth,poor condition,topped, SAVE C'edrus deadara bmkcn limbs,Regulated I ° 17 Monterey pine 33.0" 50130 50 Fair ccalth,pnor condition,thin cunupy REMOVE � Prates radiator lopped,Not Regulated I 2 n d S t o r 18 Stump I y t� TreeIMA ecliona Tree Protection Fence atihe Qrtpline ° N I3 Page i No. 2176 � o 4 32024 Renew out* I � I qTF OF SAL\F��� Advanced Tree Care 20860 McLellan Rd.,Cupertino I o 965 East San Carlos Ave,San Carlos May 25,2021 ° Advanced Tree Care 2086U McLellan Rd.,Cupertino 965 East San Carlos Ave,San Carlos May 25,2021 Tree Survey Tree# Species DBH HtlSp Can stating Comments I N o I 2.Any pruning and maintcrlanco of the trees shall be carried out before construction begins.This Q ° 2nd Story Deck I should allow for any clearance requirements for both the new structure and any construction 19 1ncenseCWar 17.5" 35120 40 Poor health and condition REMOVE � machinery. This will eliminate the possibility of damage during construction.The pruning � U Calucairus decunerrs flat Regulated I � should be carried out by an arborist,not by construction personnel-No limbs greater than 4" 30 Douglas fir 22-5" 35/20 0 Dead in diameter shall be removed. Q P.seradotsregrr nfeirxirsii Not Regulated REMOVE I Tree# 16 has a lot of dead wood and broken limbs. If this tree is to remain,this tree should be 21 Phtospotum 4.5'74.2"J5.1" 12f tS 70 Goad health and condition REMOVE `� -- -- -- pruned for safety and clearances. Pill6sparunr iuhira Not Regulated --- sulnruary: I 3.Any excavation in ground where there is a potential to damage roots of 1"or more in diameter 20' FYS B Q ---- should be carefully hand dug. Where possible, roots should be dug around rather than cut!2) Tree#s 1,4,9, 10, 14, 15, 19 and 20 arc either dead or in very poor health and condition and ---- U should be removed. 4.If roots are broken,every effort should be made to remove the damaged area and cut it back to its closest lateral root. A clean cut should be:wade with a saw or pruners. This will prevent Tree#s 6, 7, 8, 13, 17 are pines.Pines arc not Regulated trees. Pines arc not tolerant to Permeable any infection from damaged roots spreading throughout the root system and into the tree''' construction impacts and even with all tree protection measures in place,they may decline further Driveway 5 (4) 0-4during the construction period and eventually become infested with beetles,which will ultimately so S � .Dv Not:.(4) kill the trees. S SD Sb a. Allow run off or spillage of damaging materials into the area below any tree canopy. O b. Store materials, stockpile soil, park or drive vehicles within the TPZ of the tree. > Tree# 19 is a stump standing 1 foot tall c. Cut,break, skin or bruise roots,branches or trunk without first obtaining permission from the n 1 city arborist. W Tree# 13 is on the neighbor's property and should be protected during construction. d. AIIow fires sunder any adjacent trees. Q 1 ----------------------- -- ------ -- -------- - e. Discharge exhaust into foliage. v Tree#s 11, 12 and 16 are Specimen trees by merit of their size and species and should be f• Secure cable, chain or rope to trees ar shr.¢bs, U du ring uring C❑riStluGtlOq JT JT JT JT JT JT JT JT JT JT m JT T— T k T T- nt g. Apply snit sterilants udder paveme near existing trees.ll U N The remaining trees,#s 2,3, 5 and 21 are smaller trees that are not specimen trees and can be —— 6. Where roots are exposed-,they should be kept covered with the native soil or four layers of wetted, � Q removed if desired- T21 T2 untreated burlap. Roots will dry out and die if left exposed to the air for too longs`)' �Q Sidewalk C� 00 7. Route pipes into alternate locations to avoid conflict with roots 4) Q N N 8. Where it is not possible to reroute pipes or trenches,the contractor is to bore beneath the driplinc of the tree.The boring shall take place no less than 3 feet below the surface of the sail in order to o s avoid encountering"feeder"roots-14) 9. Compaction of the soil within the drip]Ine shall be kept to a minimum I')Ifacccss is required to go through the TPZ of a protected tree,the area within the TPZ should be protected from compaction N — either with steel plates or with 4"of wood chip overlaid with plywood. 10.Any damage due to construction activities shall be reported to the project arborist or city arborist within 5 hours so thatremedial action can be taken. EXISTING 11. Ensure upon completion of the project that the original ground level is restored TREE PLAN 4jPage 61Page Date 4/26/22 Scale As Noted CD Drawn Greg Job 1 /8 11 1 1_011 Sheet I :::] L2 0' 4' 8' of 3 Revision Community Development Department Plan ing Division — Cupertino 10 1-011 'CUPERTINO APPROVED max. typ. Case ## TM- 21-006, R-202*040 Ptrn 5, R - -015 -016, �--- — o — c — — c— —o — — o I� Approval Ba oIX ?l I LN LN LN Approval Date 10/18/22 LN LN Signature Briknne Harkousha I P th Case Manager N Patio I ! Nco I I U � co co IwM N Q co U) -Mo o < � Z J L I � SECOND I (0 C: U) STORY I w � Y L N N 0 cc C•^) V M W r� V v 0 PGN i Privacy Screening Shrubs o 00 I KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME P GALLONS RATING PRIVACY SCREENING SHRUBS 00'30° PG 4 15 10' max MED Podocarpus gracilior Fern Pine I � N LN 5 15 10' max LOW Laurus nobilis Grecian Laurel p Min. height of installed screen shrubs is 6 feet when planted. Min. size is 15 gal. No. /2176 � Order from nursery a long time in advance to be sure you can a I PG I get them minimum height required �, IJ422 qTF OF CAL\F�� 2 ° 0-�N N � I Q 2nd Story Deck N � � U 0 (D a� U 0 Permeable n_ -0 Driveway tie rl Cv -SD---Sc S SD S \ 0 rI 0 -- - --- U U -JT—JT—JT—JT—JT—JT—JT—JT JT JT m JT JT JT T JT l— N rl _ ..-..-..-_ 0 Sidewalk 00 0 N N D S N PRIVACY SCREENING N PLAN Date 6/24/22 Scale As Noted Drawn Greg Job 1 /Q 1 1_011 Sheet I :::] L3 0' 4' 8' of 8 Revision Community Development Department Plan ing Division — Cupertino 1 0'-0" 4CUPERTINO APPROVED max. t Case ## TM- 21-006, R-202*040 Ptrn 5, _ .. .. . .. .. .. .. .. Approval Ba o '5� -016, PG ° o PG o Approva I Date 10/18/22 �' PG PG Signature Briknne Harkousha I P th Case Manager N Patio I ! Nco I I U � co co co N Q co : I " C) 0 o o < � z � J L I � SECOND I C STORY G J � � Y L N N 0 a- I � C� co co N � I � 0 o ° �0 PIG v Privacy Screening Shrubs o 00 I KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME P GALLONS RATING I 2nd Story 3o I PRIVACY SCREENING SHRUBS 0 _ o ° PG 15 10' max MED Podocarpus gracilior Fern Pine -0 N Min. height of installed screen shrubs is 6 feet when planted. Min. size is 15 gal. Order from nursery a long time in advance to be sure you can ` ° I � �� get them minimum height required No. 2176 J �r 2176 o 4 3a 2024 I PG J 22 I qTF OF CAL\F�� 2 ° N o N -~ c N n t r �ec ec � Q �n o a� 20' FYS B Permeable 0 n— N U Driveway W SD S \ O S SD S /j rI -- -------- - U U JT JT JT JT JT JT JT JT JT JT m JT JT JT T JT T— `\ N rl _ ..-..-..-_ 0 Sidewalk 00 0 N N D S N PRIVACY SCREENING N PLAN Date 4/26/22 Scale As Noted CD Drawn Greg Job 1 /Q 1 1_011 Sheet I = L3 0' 4' 8' of 3 Revision Community Development Department Plan ing Division — Cupertino 'CUPSRTINO APPROVED Case ## TM-2 21-006, ri ation Notes .. .. .. .. .. R-20 *040to 5, WATE EFFICIENT LANDSCAPE CHECKLIST - IRRIGATION ------------ ---------- � i -015 -016, 1 THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA AND UTILIZES A � Approval O' � 'c1 I I Irrigation Legend Approval Date 10/18/22 RAIN SENSOR _ g g THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE -- I KEY MANUF. MANUF. # DESCRIPTION Signature Briknne Harkousha PRIMARY POWER SOURCE IS INTERRUPTED I I Gray. Path I D Case Manager 3 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE I L6 H Hunter HCC-800-PL 8 station Wi-Fi controller with 8 stations exterior wall mount with multiple N DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE I I programing, cycle start, and calender program RANGE I I I Hunter SOLARSYNC This controller will not operate irrigation during rain events 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT OF I Patio I I System will adjust valve run times according to weather w CONNECTION OF THE WATER SUPPLY I N I I N F- CD - 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, I I L6 Hunter PGV-ASV 075 3/4" antisiphon valve with 3/4" Amiad Filter, Senniger PR30 = ASABE/ICC 802-2014 ''LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD''. ALL I I pressure regulator, and adaptor to drip tubing M SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY w LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 I I I N Run 3/4" Sch 40 PVC pressure line from point of connection to valves Q L 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE THAN 5000 I I A U o 0 SQ.FT. OF LANDSCAPE AREA - this project has less than 5000 s ft. of planting area so one IS I I I L6 N Manual brass ball valves same size as pressure line o a p J q p g C) Rainbird RWS-B-1402 Two . uers at eacree - � � I G J NOT required � 5 GPM bubblers h t U U 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. THERE IS NO LAWN. v I o L6 cc 8 SEE SHEET L6 AND L7 FOR DETAILS AND SPECIFICATIONS I SECOND I cn 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 6 GPM AT MINIMUM 55 P.S.I. AT THE I 1 STORY LU � POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT THE LANDSCAPE 1 I B 3/4" Nonpressure line - Sch 40 PVC 3/4" unless noted for larger ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME VALVES TO REDUCE THE FLOW N 3 D 35 j o L6 1" size - 12" of cover cc THRU THE VALVES WITH MORE FLOW). IF PRESSURE EXCEEDS 75 PSI AT POINT OF I 1 Min, req. dynamic psi at 1 O co co CONNECTION INSTALL A WILKINS 600 Ill PRESSURE REGULATOR. THIS SITE HAS APPROX. ---- I t 23 dri valve � I Pressure line - Sch 40 PVC . 3/4 unless noted for w Hydrozone HYD 2 smaller size - 18 of cover 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT VALVES TOO I CD CLOSE TO TREES. STAY 8' TO 10' AWAY IF POSSIBLE. DO NOT PUT PRESSURE LINES UNDER Valve ID 5 35 I LINES UNDER PAVING O 0�3 drip o PL TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF UNDER PAVING WHENEVER GPM flow Pressure line - 3/4" Sch 40 PVC 24" deep�❑ POSSIBLE. I NP Non Pressure line 3/4" Sch 40 PVC 24" deep 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE OR AS SHOWN I I WI Elec. control wire conduit 1-1/4" gray Sch 40 PVC 24" deep ON THE PLAN. INSTALL 3/4 TEE AND A 3/4 BALL VALVE AND RUN 3/4 SCH 40 PVC TO VALVE LOCATIONS. KEEP ANTI SIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED 6" TO 12" L6 L6 3/4" PE drip tubing with compression fittings - see drip notes ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP VALVES OUT OF I I Tree drip irrigation PATHS. I I 12 MAKE PROVISIONS TO ADD ENOUGH EXTRA CONTROL WIRE SO THAT ONE VALVE COULD BE I ADDED AT EACH VALVE GROUPING IN THE FUTURE I Lines under paving to be in sleeve 2x size of line Verity controller location � � 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE A I with owner ° LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE I I (� I ��`� No. 2176 s CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF INSTALLATION. I HYD 3 Point of irrig. connection I THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN IRRIGATION SCHEDULE FOR I I 2 35 Install brass ball valve 4 3Rene ,2024 outi MATURE PLANTINGS AND A LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. I I 2.0 drip sq b 422 �P READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER EFFICIENT I TFOF�A \F LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT I I 2 — 14 IRRIGATION RUN TIMES TO BE BETWEEN 8:00 PM and 10:00 AM UNLESS UNFAVORABLE WEATHER I o I 0 8 dry I -NP � PREVENTS IT OR RENDERS IRRIGATION UNNECESSARY I I HYD 2 15 DUE TO SOME COVID SUPPLY CHAIN SHORTAGES BE SURE AND ORDER IMPORTANT IRRIGATION I I O COMPONENTS SUCH AS THE CONTROLLER, VALVES, SPRINKLER NOZZLES AND POP-UP BODIES WAY AHEAD OF THE TIME YOU WILL NEED THEM NP I Q 2 Story Deck I I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for U 1 wi the efficient use of water in the irrigation design plan" Drip Irrigation Notes I o Gregory Lewis - Landscape Architect Lic. #2176 6/23/22 &K 1 ) SECURE LARGER 3/4'' DRIP TUBING 1" BELOW GRADE WITH 7" OR 11'' U-SHAPED NP 4� STAKES 3 FEET ON CENTER OR CLOSER SO THAT THE TUBING CAN BE FOUND EASILY I Q BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. COVER TUBING WITH SOIL U AND MULCH AND INSTALL MANUAL FLUSH VALVES AT ENDS OF TUBING AND MARK THEM SO THEY CAN BE FOUND EASILY. monsoon Permeable O 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO MINIMIZE CAI Driveway nn 11 LENGTH OF SMALLER 1 /4 TUBING. SECURE EMITTERS ON 3/4 TUBING AT PLANT ROOT • SD S - W � BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF 1/4'' TUBING FROM EMITTERS TO •- S SD \ O O PLANT ROOT BALLS. INSTALL STAKES ON 1/4'' TUBING AT 12" ON CENTER AND COVER n 1 TUBING WITH 1" OF SOIL PLUS MULCH. W — 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF THE ___ _---- ________ __ _ -- --- ---- U EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER THE U -JT T JT JT JT JT JT JT JT JT m JT JT JT T JT T— �I ROOTBALL. Z 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN FLOW -- O BETWEEN 10 PSI AND 40 PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT AT STEM). Sidewalk 00 USE AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE THE ONES THAT 1 /4 CD 0-4TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY HAVE A HIGHER DISCHARGE RATE AT STARTUP REQUIRING LARGER PIPE SIZES. ZZLIZD S EMITTER SCHEDULE: TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) LM,LW,LLP N — THREE 1 GPH EMITTERS AT MEDIUM SHRUBS DV,L,LC,N,BF,MC,C,SR,SL,LB,J FOUR 1 GPH EMITTERS AT LARGE SHRUBS LN,PG IRRIGATION WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME PLAN OVER ROOT BALL (NOT RIGHT ON STEM) AND SOME OUT N UNDER FUTURE CANOPY. SPACE EMITTERS EVENLY IN ROOT ZONE AREA. FOR TREES ON DRIP INSTALL FIVE 1 GPH EMITTERS AROUND EDGE OF ROOT BALL AND 6/24/22 ON ROOT BALL AND INSTALL FIFTEEN 1 GPH EMITTERS ON 2'X2' GRID UNDER FUTURE Date TREE CANOPY Scale As Noted CD Drawn Greg Job 1 /8 11 1 1_011 Sheet I :::] L4 0' 4' 8' of 8 Revision Community Development Department Plan ing Division — Cupertino 269 HYD 1 'CUPSRTINO APPROVED Case ## TM- 21-006, 316 HYD 1 R-20240040 talmO451 R _.. — Approva I Ba o� '5� -016, Approval I Date 1 10/18/22 Signature Briknne Harkousha Gray. Path Case Manager CD N Patio w _ 0) M I w M a_ � ° Q o 0L � U) 0') o U 0 z a J 2 n SECOND I � U) Mu STORY I w cu 322 HYD 1 N o w N ❑ � I � 202 HYD 4 \PU No. 2176 -10 " 6r Lw is I �, 4/30/2024 0 RawNal Data 1,J422 \P qTF OF cAL\F�� Paving In Front Yard Setbacks 2 Lot 164 HYD 1 Hydrozone Summary o I 0 I IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40/o HYDROZONE - DESCRIPTION SQ.FT. % OF TOTALo � I (front property line is more than 60 feet) I VALVES 2nd St ry Deck I HYD 1 - 3 4 DRIP LOW WATER SHRUBS 1887 81 o Q TOTAL AREA IN FRONT YARD SETBACK 1200 SF 0 - - � � U All paving in fysb is pervious (permeable) HYD 2 - 1 DRIPED WATER BIORETENTION 203 9% There is 0% impervious paving in the front yard setback L ,M W N 544 HYD 1 272 HYD 1 L_LL BUBBLER, LOW WATER TREE 50 20 Q -----� 20' FYSB — HYD 4 - 5 DRIP, MED WATER SHRUB 202 8% � U Permeable N TOTALS 2342 100% o i Driveway tie — — - --SD S SD p 203 HYD 2 N n ) � rl 4� ---- -- ------- - - --- - - Q u T JT JT— —J JT JT JT JT m JT—JT—JT T J T— N rl O Sidewalk 00 5 HYD 3 25 HYD 3 N oN D S N HYDROZONE PLAN N FRONT YARD SETBACK IMPERVIOUS PAVING AREA Date 6/24/22 Scale As Noted Drawn Greg �1 Job 1 /8/���_ 1 1_011 Sheet I :::] L5 0' 4' 8' of 8 Revision Community Development Department Plan ing Division — Cupertino Use bolt on lid 'CUPSRTINO APPROVED Mark lid with "irrig. Gate Valve" Use bolt on lid ArborTie nailed to stake Case ## TM- 21-006, Gate valve or water meter Mark lid with "Drip Flush Valve" 2°dia.Lodge Pole or equivalent- 18" R-20 0 P0' 5, same size as pressure line r d Flush Valve in solid ground placed outside rootball lumb Approva I B ` - Iy -015� -016, PVC Male Adapter ArborpTie nailed to stake -� O ��� MI t x Slip Approva I Date 10/18/22 I I p p I I I Mulch (3"deep) pulled 3 inches away Signature Briknne Harkousha Sch 40 PVC pressure line = from trunk Top of rootball to be 2 inches above Case Manager CD I I I I II surrounding soil level ti — — ro h berm for water basin at edge of 1 a o PE drip tubing buried deep o � roof gball. Install tree bubblers inside water basin Run next to rootball of each plant = Bricks under valve See drip irrig. notesco U 3" deep gravel box corners Space emitters evenly around plant 6'' deep gravel w 10) 2" clearanc on top of and at edge of root ball ~ °' Agriform Plant Tablets 21 gram 2 M Use as little 1/4" tubing as possible 7M Backfill-native soil co Manual Gate Valve A = — Plant pit to be 3 times wider than the plant Q Drip Emitter and Flush Valve NO Scale C IIII II container-it's not shown to scale on dwg W � C _ o cu LO No Scale a Q Mulch III►— I I IIII— z Q Lateral - nonpressure line — Q 3/4" Drip Tubing next = = IIII _ L) 12 cover to rootball of each plant 1) 8-12 hours before installation,water all plants while still in contciners sufficiently to W in 18" 12" Main - pressure line - 18" cover Emitters thoroughly wet root balls 2) Dig hole at least 2"less deep than the container and 3 times wider than the 2 emitter _ OF direct burial wire 24 V - tape )ant diameter of the container the plants were delivered in. J — �- and bundle wire eve 10 feet p 3) Gouge holes in the side of the plant pit-2 holes per sq.ft.of wall surface � � every short 1/4 tubing IIII IIII 4) Remove rootball carefully from container with support from below. Sever any circling � ` Use 6" deep sand bedding and 6" 4 emitter roots (3/16"dia.or greater)with sharp knife. Do not pull roots apart. The severing of large 0 ti IIII deep sand backfill in rocky soils plant roots will encourage new roots at the cuts. Install enough backfill under root ball so top of rootball ends up 2"above grade of surrounding soil when it settles. Install some of fertilizer W Snake lines in all trenches ` 1 emitter packets under root ball. 0 plant 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel Vehicle paving handle or feet being careful not to disturb root ball When plants are installed on a 6) Put Agriform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole All lines to have min. 24" cover slope locate most of emitters (5 tablets per 15 gal.or 5 tablets per 1 inch of caliper width. Fill the remainder of the hole 24" I I under vehicle paving with 6 with backfill and pack it. on the up slope side of the plant compacted sand bedding and 7) Water tree thoroughly by filling the basin and allowing the water to percolate in,doing compacted sand backfill FOLLOW DRIP IRRIG. NOTES this 3 times or more until root ball and backfill is wet Provide minimum 3" clearance 8) Install stakes such that the stakes and the tree ties won't damage the tree and the h: == Drip Emitter Placement at Shrubs/ stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below 6" between lines F branches that could be rubbed by stakes. Install stakes so they are straight up and don't No Scale Ground Covers lean in to each other IIII I I Tree Planting Trenches/Lines No Scale B O 4-INCH GRATE(INCLUDED) �p�1D No ScaleSCgpF OBUBBLER:SEE IRRIGATION LEGEND (INCLUDED) No. 2176 1 2 3 4 Mulch 3"deep) pulled 2 inches away from stems J (rP�J15 Valves for spray sprinklers do not require filter and regulator O3 ROOT WATERING SYSTEM: Combination atmospheric vacuum breaker/ SEE IRRIG.LEGEND FOR MODEL SPECIFIED Temporary 4 O'2024 awNa Rl Data. (INCLUDES BUBBLER 4"high berm for water basin at edge of root ball 6 23 22 control valve with flow control and with or WITH RISER,GRATE,SWING ASSEMBLY, without auto. control as noted on plans : 1/2"MALE NPT INLET,AND BASKET Slow release Agriform plant tablets gTF�FCAL�Ep�� III 1 gal plant-2 tablets per plant per Filter Water proof connectors such as DBI t O4 FINISH GRADE = 51g5 al gallant t plan tablets09 6 tablets pertant plant o 5 O OPTIONAL PEA GRAVEL IIII `�` Backfill-native soil 0 0 OR RWS SAND SOCK(RWS-SOCK) � � � � � � — b o- 6 Bottom of antisiphon valve minimum 6" FOR SANDY SOILS — _ above highest downstream sprinkler 7 Os 1/2-INCH PVC SCH 80 NIPPLE(INCLUDED) III Native soil dug out 2 times depth of container Regu ator or emitter 8 1/2-INCH 90-DEGREE ELBOW(INCLUDED) = III I III 1= Plant pit at least 3 times diameter of container Q O 12-INCH SWING ASSEMBLY 1) 8- 12 hours before installation,water all plants while still in containers sufficiently (INCLUDED) to thoroughly wet root balls U O1/2-INCH MALE NPT INLET(INCLUDED) 2) Dig the plant hole at least 3 times the dia.and 2 times the depth of the plant container. Sch 80 PVC risers 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be O T o PVC SCH 40 TEE OR EL such that when the plant is installed and settled it will be slightly above grade of existing i 2 T i i o s 8LATERAL PIPE soil. Fill hole with water. 4 Remove rootball careful) from container b tapping out,not pulling out b the stem. To sprinklers Sch 40 PVC pressure line and OF direct C!� �2 4-INCH BASKET WEAVE CANISTER(INCLUDED) ) Y Y pp g p g Y p burial control wires as per specs. Scarify rootball walls In 3 vertical cuts and bottom to 1/2 deep,or by cutting roots of 1/2"or larger with shears. Do not pull roots apart. Q 5) Install fertilizer packets under rootball of plant. Set rootball on prepared surface and Tree Bubblers G fill hole to 1/2 the depth,tamping soil around rootball. Fill hole with water. U No Scale 6) Fill the remainder of the hole with backfill and pack it but do not tamp rootball. Auto. Antisiphon Valve 7) Make the water basin. O 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the N with Filter and Regulator for Drip water to percolate in,doing this 3 times or more until root ball and backfill is wet om No Scale 9) Install mulch W Shrub Planting Install as per local code and manuf. instructions - Secure No Scale Q U controller to wall with suitable anchors as approved by U inspector Controller- see legend on irrig. plan W —+_ O Weather proof 120 V junction box ' — *_O 00 Electrical conduit and wire from source of power O N Electrical conduit for 24 volt conductors Paint exterior conduit to match building wall. Minimize appearance of conduit visible on wall. Sweep ells OF direct burial wires This controller will be installed outside LANDSCAPE DETAILS Wall Mount Controller D No Scale Date 6/24/22 Scale As Noted Drawn Greg Job Sheet of 8 Revision GE ERAL�ONDIT�ONS - SOIL PREPARATION, PLANTING, AND IRRIGATION PART 2 - PRODUCTS Community Development epa me nt 3.6 TESTING 1.4 GUARANTEE C. Contaminated Soil - Do not perform any soil preparation work in areas where Y ASSURANCE: soil is contaminated with cement, plaster, paint or other construction debris. Plan ing Division - C�pe��h�'d 2.1 PIPE A. All testing shall be done in the presence of the Owner's Representative. A. Trees shall be guaranteed 1 year - all other plant material 120 days following A. Use adequate numbers of skilled workmen who are thoroughly trained and Bring such areas to the attention of the Owner's Representative and do not proceed �CUPERTINO A. Plastic pipe is to be polyvinyl chloride, marked 1120-1220, and bearing the Center-load all pipelines with clean soil approximately every four feet to resist final acceptance. Any plant material needing replacement because of weakness or APPROVEDexperienced in the necessary crafts and who are completely familiar with the until the contaminated soil is removed and replaced. seal of the National Sanitation Foundation. Use Schedule 40 polyvinyl chloride, hydraulic pressures, but leave fittings exposed for inspection. Piping under probability of dying will be replaced with material of similar type and size to Case ## TM-2 21-006 specified requirements and the methods needed for proper performance of the work of D. Moisture Content - Soil shall not be worked when moisture content is so great type I-II fittings bearing the seal of the National Sanitation Foundation, and paving shall be tested before paving is in place. Install a 0 to 160 P.S.I. gauge that of the surrounding area. The replacement plants will have the same guarantee ��11 ,,,.�,,� s section. that excessive compaction will occur, nor when it is so dry that dust will form in R-20 4µ�r7�' complying with ASTM D2466 for pressure line and also for any water lines under on lines to be tested. All valves shown on Plans shall be in place and shall be in as the original plants or trees, starting the day of their replacement. The It is the Contractor's responsibility to verify all information contained in the closed position. Mains shall be tested at 100 P.S.I., and laterals at 65 Contractor is not responsible for losses due to vandalism if he has taken the air or that clods will not break readily. Water shall be applied, if M6 .10 2 - 15. -01� asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger P PA rovaI CI1 t 6 plans and specifications and to notify the Architect of any discrepancy prior P.S.I. If available static water ressure is under 100 P.S.I., rovide suitable reasonable measures for rotection of the lants. necessary, to bring soil to an optimum moisture content for tilling and planting. pp y�l��u'1 pipe is specified in the irrigation legend. For joining, use a solvent complying P P P P Approval I Date 1 /1$LL/2JJ2 to ordering products or commencing with the work. with ASTM D2466 and recommended b the manufacturer of the approved pipe. Pie is pump for tests. Fill pipelines slowly to avoid pipe damage, and bleed all air from Y PP P P P 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT tend ve,ify dimensions, reporting any variations to the Architect before to be continuous) and permanently marked with the manufacturer's name, pipe size, lines as they are being filled. After closing valve at water source, mains shall 1.5 PRODUCT HANDLING Y P Y P P A. Request a review by the Owner's Representative to verify specified limits and Signature Brl nne Harkousha proceeding with the work. schedule number, type of material, and code number. hold 100 P.S.I. gauge pressure for two hours with no leaks. Laterals are expected A. Protect plants before and during installation, maintaining them in a healthy grades of work completed to date before starting soil preparation work. Place Case Manager B. Galvanized steel pipe is to comply with ASTM A120 or ASTM A53, galvanized, to have minor seepage at multiple swing joint assemblies. Major leaks are not condition. Application(s) of anti-dessicant may be required to minimize damage. topsoil as required to obtain an 12" minimum depth of topsoil or as noted otherwise It- 1.2 CONTRACTOR COORDINATION Schedule 40, threaded, coupled, and hot-di galvanized. Use 150 lb. rated acceptable. Laterals shall be tested for one hour at 65 P.S.I. solely to reveal The Contractor is responsible for vandalism, theft, or damage to plant material N P P 9 on the Plans. (Topsoil may already exist in the planting areas). Integrate � A. It is the responsibility of the Landscape Contractor to familiarize himself galvanized malleable iron, banded pattern fittings. Wrap all galvanized pipe below any piping or assembly flaws. The laterals are not expected to hold gauge until commencement of the maintenance period. topsoil layer into subsoil or existing compacted topsoil layer b ripping. P Y 9 P P Y Y PP g• with all grade differences, location of walls, retaining walls, etc., and to grade with 2" wide, 10 mil. plastic wrapping toe 50 Scotch wrap or equal). pressure. For testing laterals, cap risers or turn adjusting screws on nozzles to 9 9 9 P PP 9 P (# PComplete rough grading as necessary to round top and toe of all slopes, providing � coordinate work with the General Contractor. C. Drip tubing is to be as noted on plans. Use compression fittings. the "off" position, as appropriate. Repair any flaws discovered in mains or 1.6 REVIEWS naturalized contouringto integrate newt graded area with the existing topography. 9 Y9 9 U laterals, then retest in same fashion as outlined in presence of the Landscape A. Request the following reviews by the Owner's Representative at least three (3) Verify that rough grading is completed in accordance with civil engineering LLI 2.2 CONTROL WIRE Architect until all lines have been approved. Provide required testing equipment days in advance (in writing): (1) Rough grading (of landscape area) (2) Soil drawings and/or any landscape grading drawings. Break through any compacted layers = co 1.3 DIMENSIONS AND SCALE A. Use type OF direct burial wire minimum size 14, copper, U.L. approved for and personnel. test (3) Verification of incorporation depths (4) Finish grade (5) Plant M YP # PP PP of subgrade material (sometimes left from building or paving pad compaction) that 0 o A. Dimensions are to take precedence over scale at all times. Large scale details irrigation control use for runs of 1000 feet or less. For longer runs consult with material quality approval (6) Plant material layout (7) Plant pit sizes (prior will not allow water in planting areas to percolate through, causing a boggy, over LO are to take precedence over those at small scale. Dimensions shown on plans shall 3.7 SYSTEM ADJUSTMENT to planting lants 8 Preliminary inspection 9 Final inspection 5 day Q c`"> Landscape Architect. Use 3M DBY Direct Bury Wire Splice Kits or dry splice type P 9 plants) ( ) Y P ( ) P ( Y saturated soil condition. You may have to use a backhoe or rotohammers to break up --� � be adhered to insofar as it is possible, and no deviation from such dimensions A. The entire sprinkler system shall be properly ad justed before final acceptance. advance notice required) LLI wire connectors at splices. No underground splices will be allowed without a P Y P P Y J P q ) and turn soil to a minimum depth of 12". If proposed planters are in areas ofco shall be made except with the consent of the Architect. The Contractor shall slice box. Adjustments shall include but not necessarily be limited to: (1) Adjustment of o P existing paving or baserock, remove at least 12" of material and bring in top soil Q verify all dimensions at the site and shall be solely responsible for some or arc and distance control devices on sprinklers, including changing nozzle sizes if PART 2 - PRODUCTS U (0 °' up to grade required by grading plan. Rough grading in planting areas is to be o -0 deviations from same. 2.3 OTHER MATERIALS necessary to assure proper coverage of planted areas. (2) Relocation or addition rn� such that when amendment is incorporated and the mulch is installed, the grade will � � A. Provide other materials, not specifically described but required for a complete of sprinkler heads if necessary to properly cover planted areas, without causing 2.1 TOPSOIL z P Y q P be +- 1" to finish grade. U fl 1.4 LAWS AND REGULATIONS and proper installation, as selected b the Contractor subject to the approval of excessive water to be thrown onto building, walks, paving, etc. (3) Throttling of A. Native topsoil or import landscape soil Q N cC6i P P Y J PP B. Soil Preparation: (1) Distribute soil (organic) amendment and fertilizer in J A. The Contractor shall conform to and abide by all city, county, state and the Architect. automatic valves as necessary to operate sprinklers at manufacturer's recommended U the amounts recommended by the soils lab over all planting areas unless noted w federal building, labor and sanitary laws, ordinances, rules, and regulations. pressure. (4) Adjustment and testing of all automatic control devices to assure 2.2 NATIVE TOPSOIL otherwise on the Plans. (2) Rip and/or till the amendment and fertilizer into the their proper function, both automatically and manually. (5) Installation of A. Native soil on site without admixture of subsoil, free from rocks over two CZ top 6" to 8" of soil until they are thoroughly mixed in. Hand work areas uJ 1.5 LICENSES AND PERMITS pop-up heads anywhere there is a chance of pedestrians or vehicles hitting heads cubic inches, debris, and other deleterious material. Native topsoil is to be J inaccessible to mechanical equipment. (3) Moisten to uniform depth for settlement >, A. The Contractor shall give all notices and procure and pay for all permits and PART 3 - EXECUTION even if pop-ups are not shown on the plan. (6) Installation of check valves to stripped, stockpiled, and reinstalled. >_ co and regrade to establish elevations and slopes indicated on Drawings. licenses that may be required to complete the work. keep sprinkler head drainage from eroding landscape areas, wasting water, or 0 � 3.1 SURFACE CONDITIONS creating soggy spots in the landscaping. 2.3 IMPORT LANDSCAPE SOIL (,r 1.6 SUBMITTALS A. Examine the areas and conditions under which the work of this Section will be A. Import landscape soil must be tested and meet the following specification: 3.3 FINISH GRADING LJJ M A. At the request of the owner or the Landscape Architect, submit manufacturer's 3.8 AS-BUILT DRAWINGS AND INSTRUCTION 1. TEXTURE: A. The Contractor shall make himself familiar with the site and grading plans and ti performed. Correct conditions detrimental to timely and proper completion of the (� and/or supplier's specifications and other data needed to rove compliance with the Sandy loam to loam do finished grading in conformance with said Plans and as herein specified. / PP P P P work. Do not proceed until unsatisfactory conditions are corrected. A. Regularly update a print of the system noting any changes which are made by points between es l l l if shall b h d t sa e uniform eves or so di i i th t d otherwise indicated Grades no specified requirements including certificates stating quantity, type, composition, dimensioning features below grade from surface features with at least two 2. GRADING: B. P P weight, and origin of all amendments, chemicals, import soil, planter mix, plants, SEIVE SIZE PERCENT PASSING SIEVE where elevations are given or between points established by walks, paving, curbs, 9P P P 3.2 EXCAVATION dimensions. Prior to final approval, give the Owner 2 copies of clean blueprints and irrigation equipment used on the site. 25.4 mm (1") 95 - 100 or catch basins. Finish grades shall be smooth, even, and on a uniform plane with gA. Trenches may be excavated either by hand or machine, but shall not be wider marked to show changes during construction. The most important features to mark on than is necessary to lay the pipes. Care should be taken to avoid damage to the plan are valves, pressure lines, wires, and hose bibs. 9.51 mm (3/8") 85 - 100 no abrupt changes of surface. Minor adjustments of finish grades shall be made at 53 Micron (270 mesh) 10 - 30 the direction of the Landscape Architect, if required. 1.7 PRODUCT SUBSTITUTIONS B. After the system has been completed, inspected, and approved, instruct the P q existing water lines, utility lines, and roots of plants to be saved. Y P P PP 3. CHEMISTRY - SUITABILITY CONSIDERATIONS: C. All grades shall provide for natural runoff of water without low spots or A. Any product substitutions shall be requested in writing. The Landscape B. Minimum depth of cover for buried pipelines shall be: 1. Eighteen (18) inches Owner's maintenance personnel in the operation and maintenance of the system. Give g P P Architect must approve or refuse any substitutions in writing. Lack of written the Owner completed warrant cards for the irrigation equipment and ke s to a. Salinity: Saturation Extract Conductivity (ECe x 103 @ 25 degree C.) Less pockets. Flowline grades shall be accurately set and shall be not less than 2% for mainline pressure piping. 2. Eighteen (18) inches for 24 volt wiring from P y gy than 4.0 gradient wherever possible. Grades shall slope away from building foundations approval will mean the substitution is not approved. Any difference in cost to the controllers to remote control valves. 3. Twelve (12) inches for lateral controllers and hose bibs. 9 P P Y 9 Contractor of a less expensive substitution shall be credited to the Owner's b. Sodium: Sodium Adsorption Ration (SAR) Less than 9.0 unless otherwise noted on Plans. All finish grades (top of mulch) are 1" below distribution lines. 4. Twenty-four (24) inches, minimum cover, with 6" sand c. Boron: Saturation Extract Concentration Less than 1.0 PPM finish grade of walks, pavements, curbs, and valve boxes unless otherwise noted. bedding and 6" sand cover for any pipe or wire sleeve under A.C. paving. SOIL PREPARATION AND PLANTING d. Reaction: pH of Saturated Paste: 5.5 - 7.5 C. Under existing paving, piping may be installed by jacking, boring, or hydraulic e. Lime: less than at by weight 3.5 MULCHING 1.8 ERRORS AND OMISSIONS driving except that no hydraulic driving will be permitted under asphalt concrete PART 1 - GENERAL 9 P Y 9 P P A. Recultivate soils compacted by planting or other operations and smooth the A. The Contractor shall not take advantage of any unintentional error or omission pavement most pipes and sleeves under A.C. paving are to be installed prior to 4. PESTS: P ( P P P 9 P soil areas prior to applying mulch. Mulch all planting areas to a depth as noted �1DSCgpF in the drawings or specifications. He will be expected to furnish all necessary 1.1 DESCRIPTION a. The population of any single species of plant pathogenic nematode: fewer than installation of the paving). Where cutting or breaking of existing pavement is on plans. This depth should be as per the plans even after being settled and �� materials and labor that are necessary to make a complete job to the true intent A. The work includes, but is not necessarily limited to, the furnishing of all 500 per pint of soil. � No. 2176 necessary, secure permission from the Architect before cutting or breaking the y g stepped on 30 days after installation. Water lightly to settle mulch. Do not v and meaning of these specifications. Should there be discrepancies in the drawings pavement, and then make necessary repairs and replacements to the approval of the materials, equipment, and labor required to do the installation and complete 5. ORGANIC MATTER ors specifications, the contractor shall immediate) call the attention of the bury ground cover with mulch. Place and settle mulch in such a way that it does P Y n Architect and at no additional cost to the Owner. placement of topsoil, fine grading, soil conditioning, and planting. a. Soil is to have 5% to 10% organic matter at below 18 inches in depth. not get washed onto paving or block drain swales or inlets. Architect to some and shall receive the complete instructions in writing. Soil is to have less than 30% organic matter at 0 to 18 inches in depth 6 23 22 Q Organic matter to be less than 1" dia. Do not use mushroom compost. 3.3 INSTALLATION OF PIPE 3.6 WEED CONTROL F FO 1.9 INSPECTIONS/REVIEWS DEFINITION 1.2 QUALITY ASSURANCE No noxious weeds are allowed. OF CALF A. Handling and assembly of pipe, fittings, and accessories shall be by skilled A. The Contractor is responsible for pre-emergent weed control. Follow the A. Inspection or observation as used in these specifications means visual A. Plant Identification and Quality 6. FERTILITY CONSIDERATIONS: tradesmen using methods and tools approved by the manufacturers of the pipe and manufacturer's directions. The Contractor is responsible for the replacement of observation of materials, f 1 equipment, or construction work on an intermittent basis . Plants are to be true to name, with one o each bundle or lot tagged with the a. Soil is to contain sufficient quantities of available nitrogen, phosphorous, any plants (other than weeds) that are hurt or killed due to the misuse of weed equipment and exercising care to prevent damage to the materials or equipment. to determine that the work is in substantial conformance with the contract name of the plants in accordance with standards of practice of the American potassium, calcium, and magnesium to support normal plant growth. In the event of documents and the design intent. Such inspection or observation does not B. Metal pipe threads shall be sound, clean cut, and cored to full inside Association of Nurserymen. In all cases, botanical names take precedence over control products or use of the wrong product. Clay soils can increase the affect g p Y P nutrient inadequacies, provisions shall be made to add required materials to diameter. Threaded joints shall be made up with the best quality pure joint of certain pre-emergents. Adjust the application rate accordingly. Some owners constitute acceptance of the work nor shall it be construed to relieve the common names. overcome inadequacies prior to planting. contractor in any way from his responsibility for the means and methods of compound carefully and smoothly placed on the male threads only 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, 7. COMPACTION may prefer hand weeding to chemical weed control although it is usually more construction or for safety on the construction site. Inspection or observation C. On plastic threaded connections use the sealer recommended by the manufacturer throughout the system. eggs, larvae, excessive abrasions, sun scalds, or other objectionable a. Compact the soil enough so it doesn't settle more when walked on and not expensive. ! 1 will be done by the Landscape Architect only if requested by the owner in writing. disfigurements, and shall conform to the standards as outlined by the California significantly over time where the flow of drainage will be affected or soil needs to be `J This service will require a written contract for additional fees. of the plastic valve or fitting. Do not use paste sealer products on plastic Association of Nurserymen. Tree trunks shall be sturdy and well "hardened off". added. Don't over compact or work soil when it has too much moisture. 3.7 MAINTENANCE valves. Tighten plastic threaded connections with light wrench pressure only. All plants shall have normal well developed branch system, and vigorous, fibrous Dig bottom layer of import soil into existing soil. Compact in 6 inch lifts. A. Maintenance shall begin immediately after each plant is installed. � O D. Connections and controls shall be functionally as shown on the drawings, but B. Maintenance will include: root systems which are not root bound. Ground cover plants (rooted cuttings) shall 2.4 ORGANIC SOIL AMENDMENT ^ ` physically shall be the most direct and convenient method while imposing the least 1. Continuous operations of watering, weeding, cultivating, fertilizing, W have well developed root systems and be kept moist prior to and during A. Redwood sawdust, 0-1/4" in diameter, that is nitrogen stabilized by the hydraulic friction. Install lines in planting areas whenever possible. spraying, insect, pest, fungus, and rodent control, and any other operations to � LANDSCAPE IRRIGATION installation. Plants shall be nursery grown and of size indicated on Drawings. supplier, and contains a wetting agent. Also see note on planting plan E. Thread male PVC connections into metal female connections rather than the All plants not conforming to those requirements will be considered defective, assure good normal growth. W PART 1 - GENERAL opposite. removed from the site and replaced with acceptable new plants at the Contractor's 2.5 ORGANIC MULCH 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, Q F. Interior of pipe fittings, and accessories shall be kept clean at all times, expense. A. See Planting Plan herein specified, furnish and apply any additional fertilizers necessary to 1.1 WORK INCLUDED and all openings in piping runs shall be closed at the end of each days work or 3. Sod shall have a well developed root system. Yellowing, brown, diseased, 2.6 PLANTER SOIL MIX maintain plantings in a healthy, green vigorous growing condition during the otherwise as necessary to prevent the entry of foreign materials. Bending of maintenance period. O dried, or pest infested sod shall be rejected. Sod is to be cleanly mowed within A. See Planting Plan and Details. galvanized steel pipe will not be permitted. Install plastic pipe with the 3. Weeding, Cultivating and Clean Up: Planting areas shall be kept neat and free A. The work includes but is not necessarily limited to the furnishing of all 72 hours of delivery to the site. Sod is to be delivered to the site within 24 C markings turned up to be seen from above until the pipe is buried. "Snake" the from debris at all times and shall be cultivated and weeded at no more than 10-day materials, equipments, and labor required to install a complete irrigation system. hours after being harvested and installed immediately after being delivered. Sod 2.7 BACKFILL FOR PLANT PITS a 1 o pipe in the trenches so that there will be a small amount of excess length in the intervals. / shall not be stored on the site overnight. Any sod delivered to the site that A. For native soils with 50% or more clay content - 75% topsoil and 25% organic line to compensate for contraction and expansion of the pipe. 4. Insect, Pest and Disease Control: Insects and diseases shall be controlled by \ J 1.2 GUARANTEE. The entire sprinkler system shall be guaranteed by the Contractor cannot be installed the some day shall be removed and not used on the site. amendment thoroughly mixed and incorporated together with no topsoil clods larger / G. Place backfill in 6" layers such that there will be no settling. The top 6" of the use of approved insecticides and fungicides. Moles, gophers, and other in writing to be free from defects in material and workmanship for a period of one 4. Ground cover is to have well developed roots and foliage. It is to be grown in than 1/2" diameter. In heavy clay soils or other soils with large clods this will /� year from acceptance of the work. The guarantee shall include repair of an trench soil is to be the top soil and soil amendment mixture. All backfill shall be free and delivered to the site in flats. rodents shall be controlled by traps, approved pellets inserted by probe gun, or ( � ) nl y p g p y require mixing the backfill in a stockpile at the site or at the supplier. For �L/ tV of rock and debris. Test pipe for leaks prior to backfilling joints. Obtain other approved means. settlement occurring within the guarantee period, including related damage to 1.3 SUBMITTALS soils with less clay content amend only the top 8" of the plant pit backfill as per Q approval of the owner's representative before backfilling joints. 5. Protection: Work under this Section shall include complete responsibility for paving, landscaping, or improvements of any kind. A. Provide the results of lab tests done on representative samples of existing the soils lab recommendations. maintaining adequate protection for all areas. Any damaged areas shall be U soils and imported soils to be used for the top 12" or more of landscape area. 3.4 INSTALLATION OF EQUIPMENT repaired at no additional expense to the Owner. 1.3 REVIEWS Tests are to be done by a reputable soils lab (i.e., Perry Lab, Watsonville or 2.8 FERTILIZER A. Flush lines clean prior to installation of valves, sprinkler heads, or hose 6. Replacements: Immediately replace any plant materials that die or are (D A. Request the following reviews prior to progressing with the work: (1) Layout Santa Clara Soil and Plant Lab). Samples to be tested are to be collected by lab A. Fertilizer needs and amounts will be based on the results of the soil test Q bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose damaged. Replacements shall be made to the Specifications as required for of system (2) Depth of lines prior to backfilling (3) Coverage adjustment of all personnel. Soil samples are to be tested for: • bibs, and other equipment as per the Irrigation Plan and details original plantings. v .heads, valve boxes and operation of system. 1. Particle size distribution (clay, silt, sand). B. Sod lawn areas (there is no lawn on the plan) 7. Hand Watering: Even when planting areas are watered with automatic O 2. Agricultural suitability including any excess problems; i.e., salinity N 1.4 WATER PRESSURE 3.5 ELECTRICAL WORK irrigation, the soil surrounding the plant pits can be moist while the (calcium, magnesium), boron, sodium, pH level. A. The line voltage work shall consist of connecting the controller to the nearest 2.9 PLANT MATERIAL SUBSTITUTES sawdust/sand root ball is dry. This can cause the plants to deteriorate or not A. Verify the existence of the minimum acceptable volume of water at the minimum 3. Fertility - amounts of available nitrogen, potassium, phosphorous, iron, available 115 volt supply. The line voltage connection shall be in conduit, in A. Substitutes will not be permitted except when proof is submitted that plants grow (even during the winter). The plants will do best (especially during the hot acceptable dynamic pressure as per plan at the point of connection at the earliest magnesium, copper, zinc, and boron. opportunity, re ortin insufficient volume and/or pressure to the Landscape accordance with local electrical code. Controllers mounted inside buildings can be specified are not available and then only upon approval of the Landscape Architect season) if they are hand watered deeply until their roots grow out into the reporting / P P 4. Chemicals and/or poisons that would hinder plant growth. The owner is to plugged into outlets. The low voltage work shall include all necessary wiring from and Owner. surrounding soil. Architect. Contractor is responsible for cost of installation of pressure regulator decide if tests for poisons will be done since there is a small chance that any if pressure exceeds 80 psi. the controller to the automatic sprinkler valves, installed in accordance with the P P exist and the cost of testing for them is expensive and difficult. manufacturer's recommendations. A loop of extra wire, a minimum of eighteen (18) 2.10 OTHER MATERIALS 3.8 PRELIMINARY INSPECTION An interpretation of the test results and their affect on plant performance done by 1.5 UTILITIES inches long shall be provided at each automatic valve. Appropriate expansion loops A. Provide other materials, not specifically described but required for a complete A. As soon as all the planting is installed, the Contractor will request the he lab staff or an approved horticultural consultant should be included in the t shall be provided throughout the system to assure that no wiring will be under and proper installation, as selected by the Contractor subject to the approval of Owner's Representative (in writing) to make a preliminary inspection. The 30 A. Verify the location of all existing utilities and services in the line of work report. The Owner is responsible for the cost of initial testing and for any LANDSCAPE stress. the Landscape Architect. calendar day maintenance period will start when the work is approved. Replacement before excavating. Take all precautionary measures necessary to avoid damaging P y g additional chemicals and amendments that are required that are not already included / p y q pp Y SPECIFICATIONS B. All slices and connections on the 24 volt system shall be made using 3M DBY and/or repairs may be required for approval. The Contractor is to notify the Direct Bury Splice Kits, Rain Bird Pentite connector, or equal. in the Specifications or Drawings. Soils tests must be done as soon as possible Owner and the Owner's Representative in writing when the 30 day maintenance period and prior to ordering or installing soil amendments or plant materials. Plant PART 3 - EXECUTION 1.6 ELECTRICAL CONNECTION C. Wiring, wherever possible, shall be placed in the same trench with, and begins. alongside of, the irrigation main water line. Tape and bundle wire every ten feet. selections and soil amendment specifications are subject to change depending on the A. Verify existence of 110 Volt 20 Amp. circuit for irrigation controller (by .results of the soil tests 3.1 SURFACE CONDITIONS All wiring placed under paving shall be put in adequately sized Sch 40 PVC pipe 3.9 FINAL INSPECTION others) at location noted on plan for installation of controller. 5. If bidding is done prior to soil fertility tests, bid 6 cu yds. of nitrolized A. Examine the areas and conditions under which the work of this Section will be sleeves prior to paving operations. A. At least 5 days prior to the anticipated end of the maintenance period, the RWD sawdust and 16 lbs. of 12-12-12 fertilizer per 1000 sq.ft. tilled or dug into performed. Correct conditions detrimental to timely and proper completion of the D. Wire for 24 volt control lines shall be size #14 OF direct burial irrigation Contractor shall submit a written request for final inspection. The planting wire. Unless noted differently on the plan, common grounds shall be white, size the top 6" to 8" of soil in all planting areas for bidding purposes only. Revise work. Do not proceed until unsatisfactory conditions are corrected. areas shall be weeded, neat and clean. The work shall be accepted by the Owner Date 6/24/22 bid when results of soil fertility tests are obtained. B. Weed and Debris Removal - All ground areas to be planted shall be cleaned of #14 OF direct burial wire. For wire runs over 1000 feet consult with Landscape exclusive of the plant materials upon written approval of the work by the Owner's As Noted Scale Architect for wire size. Under no circumstances, on multiple controller all weeds and debris prior to any soil preparation or grading work. Weeds and Representative. installations, will a single common ground, shared by each controller, be debris shall be disposed of off the site. Drawn Greg permitted. Each controller shall have its own separate common ground wire. Job Sheet L7 of 8 Revision Community Develop par"6ATER-EFFICIENT LANDSCAPE CHECKLIST Landscape Documentation Package Checklist WATER BUDGET WORKSHEET Plan ing Di isio rtinoommunity Development Department Community Development Department LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 �CUPSRTINO AP R Cupertino, CA 95014 planning@cupertino.org 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 1 - PROJECT INFORMATION http://cupertino.org/planning Cupertino, CA 95014 planning@cupertino.org a] Case ## TM- 21-0 CUPERTINO http://cupertino.org/planning a Date - 6/24/22 R-20 b Applicant - Greg Lewis - Landscape Architect _ _ AIID�,, 'CERTIFIED/LICENSED PROFESSIONAL INFORMATION Approval I 1 -U I PART 1: PROPERTY INFORMATION c Project Address - 20860 McClellan - Lot 3, Cupertino pp _� (] � &COMPANYADDRESS PROJECT ADDRESS A.P.N.Approval Date 10/18/ 2�bMPANYGregory Lewis - Landscape Architect "° �'� 20860 McClellan - Lot 3, Cupertino d Total Landscape Area -2406 sf NAME LIC./CERT.# e Type of project -single family residential Signature Brlknne Hdrk nry I Pwis #2176 �6 2�� REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA g Checklist of all documents in package - see this page CD Cas M T-q#W1IL PHONE FOFCA��F� 45.3 2406 2406 SQ.FT. lewislandscape@sbcglobal.net (831 ) 359-0960 PROFESSI NAL SEAL SQ. O SQ. h Contacts of Applicant - N Owner - Lok Damiready * PART 2: PROPERTY& PROPERTY OWNER INFORMATION PART 2: SAMPLE HYDROZONE TABLE (925) 698-1727 Alok Damiready alok@soleez.com REGULAR LANDSCAPE AREA i "I agree to comply with the requirements of the water efficient landscape 0 HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF X LAND- ETWU " W C) FACTORMETHOD EFFICIENCY(IE) (PF/IE) AREA(SQ.FT.) SCAPE AREA ordinance and submit a complete Landscape Documentation Package CD 7756 Country Ln., Pleasanton, CA 925-698-1727 1 0.25 Drip 0.81 0.3086 1964 606.17 17,025 v 9 20860 McClellan - Lot 3, Cupertino M 2 0.5 Drip 0.81 0.6173 203 125.31 3519 Q M PROJECT TYPE(CHECK APPLICABLE) WATER SOURCE W S a� New Potable 3 .25 Drip 0.81 0.3086 50 15.43 433 0- a) TOTAL LANDSCAPE AREA TURF PLANT AREA Q (.0 FZ ❑ Rehabilitated ❑ Recycled 4 .5 Drip0.81 189 116.67 v LO o ❑ Non-Residential ❑ On-site captured rainwater 2406 SQ.Fr. 0 -SQ.FT 0.6173 3277 Owner's Signature Date o Q ❑ Grawater 5 Z v WATER PURVEYOR NON-TURF 06TAREA SPECIAL LANDSCAPE AREA Q Ua A.APPENDIX B - WATER EFFICIENT LANDSCAPE WORKSHEET - SEE SHEET LO J SQ.Fr. SQ.FT. TOTALS (A)2406 (B) 864 (Y PART 3: COMPLIANCE CHECKLIST �4,254 B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET Ll AND IRRIGATION PLAN - U) M Landscape Parameter Requirements Compliance SPECIAL LANDSCAPE AREA SEE SHEET L2, L3, L4 - TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area YES 1 � L no turf (No turf in non-residential area) El YES PLAN - see Civil Grading and Drainage Plans by civil engineer. O 0- Turf shall not be planted on slopes more than 25%. ❑ YES TOTALS (C) 0 (D) Q (Z) 0 L ti All portions of turf areas shall be wider than ten(10)feet(unless irrigated with ❑ YES subsurface irrigation or low volume irrigation system). PART 3: WATER BUDGET CALCULATIONS DEFINITIONS The following items shall be submitted to the Director of Community Development Y + z 37 166 MANrA 0 HYDROZONE:Put in hydrozone#,letter,or planting when a landscape project is subject to the requirements of this chapter, prior to final O O24,254 ETWU < A 13 C• PLANTING AREA At least 80% (100% for non-residential area)of non-turf area shall consist of - ( ) � ( ) description.(e.g. 2,3, front porch,adjacent to driveway, native or low water use plants. YES front lawn,etc.) inspection PART 4: ETAF CALCULATIONS 0 PLANT FACTOR(PF):Use WUCOLS to determine Plant Factor. No invasive and/or noxious plant species shall be planted. YES Plant factors are 0-0.1 for very low water use plants,0.1-0.3 for low Average ETAF for Regular Landscapes = (B) _ (A) water use plants,0.4-0.6 for moderate water use plants,and 0.7-1.0 A.CERTI FICATE OF COMPLETION Plants with similar water needs shall be grouped within hydrozones.Each AYES for high water use plants. hydrozone shall be controlled by a separate valve. 0.36 (ETAF) < (0.55 for residential) • IRRIGATION METHOD:Overhead spray or drip • IRRIGATION EFFICIENCY(IE):0.75 for spray and 0.81 for drip B.CERTIFICATE OF INSTALLATION, FOLLOWING INSTALLATION OF LANDSCAPING SOIL MANAGEMENT Atleast4cu.yds.ofeompost,six(6)inches deep,shallbeapphed per 1X0 sq.&oflandscapearea. YES (ETAF) < (0.45 fornon-residential) ETAF:The maximum average EvapoTranspiration Adjustment Factor for residential properties,exclusive of Special Landscape A minimum three 3 inch layer of mulch shall be applied on all exposed soil Site-wide ETAF = B + D + A + C Areas,is 0.55 and for non-residential properties is 0.45;ETAF for ( ) Y pp p { ) ( ) C. IRRIGATION SCHEDULE surfaces of planting areas,except in areas of direct seeding application(e.g. - YES new and existing Special Landscape Areas shall not exceed 1.0. I"� 0.36 Site-wide ETAF ETo=evapotranspiration rate means the quantity of water hydro-seeding). evaporated from adjacent soil and other surfaces and transpired by plants during a specified time D.LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE Grading shall be designed to minimize soil erosion,run-off,and water waste. YES 0.62 is a conversion factor that converts acre-inches/acre/year to p IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or FORMULAS gallons/sq.ft./year. YES E.IRRIGATION AUDIT REPORT �?� No. 2176 ❑ no irrigation soil moisture sensor data and utilize a rain sensor. '�K ETWU= ETo x 0.62 x (ETAF x Landscape Area) n Estimated Total Water Use system Irrigation controllers shall be a type which does not lose programming data in YES r 4 0 2024 the event the primary power source is interrupted. MAY1 A = ETo x 0.62 x [(ETAF x Landscape Area) + ((1-ETAF) x SLA)] lO 2 22 Maximum Applied Water Allowance J, �Q q�F OF CAL�F�� Page 1 of 1 IMWATER-EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org CUPERTINO http://cupertino.org/planning Landscape Parameter Requirements Compliance U IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the o dynamic pressure of the system is within the manufacturer's recommended YES n 1 pressure range. �LJ L Manual shut-off valves(such as a gate valve,ball valve, or butterfly valve) shall be installed as close to possible to the point of connection of the water supply. YES Q All irrigation emission devices must meet the requirements set in the ANSI (� standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter v Standard." All sprinkler heads installed in the landscape must document a N YES O distribution uniformity low quarter of 0.65 or higher using the protocol defined Y`� in ASABE/ICC 802-2014. (� Dedicated irrigation meters are required for non-residential projects with more YES W than1,000 sq.ft. of landscape area. this is single family residential > O T� WATER FEATURES Pool and spa covers shall be installed. N o 0 o I or spa ❑ YES n 1 Vn` ❑ pool Recirculating water systems shall be used for all water features. None ❑ YES U ❑ other: Q -9no water features Water features are limited to 10% of the landscaped area. None ❑ YES U W I am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects of O water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies with the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any • changes to the project will necessitate a new checklist. ('0000) O N �►' is 6111122 ❑ Landscaping is not Installed yet ❑ Applicant Comments ❑ Use additional paper if necessary ❑ LANDSCAPE DOCUMENTATION Staff Evaluation Staff Comments Approved ❑ Date 6/23/22 Scale As Noted J Not Approved Drawn Greg Permit# ❑ Job Sheet Sfef!ATURE DATE El Page 1 of 2 at 5 Water Efficient PlantingNotes Plant Legend Revision Community Development Department 11 KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME Plan ing Division - CupehinbESS THAN 25% OF PLANTING AREA IS TURF ON EACH LOT- ONLY LOTS 5 AND 6 HAVE LIVE LAWN. 10 -� GALLONS RATING 'CUPERTINO APPROVED 2 AT LEAST 80% OF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS C1X. typ.7 SCC1 nln STREET TREE Case ## TM-2 21-006, 3 PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE SHALL BE CONTROLLED - PC 3 24" box LOW Pistacia chinensis Chinese Pistache R-20 �µ�0�� 5, BY A SEPARATE GROUP OF VALVES � ° ] Min. height Of installed replacement tree is 6 feet when planted RR -015. -016, 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER PER 1000 SF OF LN °LN °LN ° LN ° N Order from nursery a long time in advance t0 be sure you can get them minimum height required Approval Bb NICill PLANTING AREA SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL EXCEPT UNDER CANOPY OF EXISTING DV FRONT YARD AND ADDITIONAL TREES ( 7 Approva I Date 10/18/22 I LI 7 24" box LOW Lagerstroemia Tuscarora Crape Myrtle I,��� I. E SAVED) OR FOLLOW THE AMENDMENT AND FERTILIZER RECOMMENDATIONS OF ASOIL FERTILITY TEST AND ] Signature Briknne Harkousha ANALYSIS FROM A SOIL LAB (HIGHLY RECOMMENDED) DV PC 3 24" box LOW Pistacia chinensis Keith Davies Chinese Pistache Case Manager INSTALL INCH DEEP LAYER F TOP DRESS MULCH N ALL EXPOSED IL SURFACES F PLANTING AREA EXCEPT IN L N I Min. height of installed front yard and street trees is 8 feet when planted 5 S 3 C 0 0 SSO OS SO SU C S O G S C N AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. USE VISION RECYCLING DARK BROWN MAHOGONY COLORED I I Order from nursery a long time in advance to be sure you can get them minimum height required WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER MULCH APPROVED BY THE OWNER (PROVIDE SAMPLES) I I PRIVACY SCREENING SHRUBS 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE ADDITIONAL NOTES I DV tl LU o LN - 15 10' max LOW Laurus nobilis Grecian Laurel 7 SEE SHEETS L4 AND L5 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS IN FINAL CONSTRUCTION I I ° PG - 15 10' max IVIED Podocarpus gracilior Fern Pine CD DRAWINGS WHEN THEY ARE DONE 10 I Min. height of installed screen shrubs is 6 feet when planted 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, CIVIL, OR I DV I Order from nursery a long time in advance t0 be sure you can get them minimum height required Q M STRUCTURAL ENGINEER o SHRUBS w v QN MC - 5 5' - 8' LOW Myrtus communis Myrtle Q C 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE MOST CURRENT 1 O _ SET OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES I I LC 5 4' - 6' LOW Loropetalum Razzleberry Or other maroon one o Q 0) 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION COMPONENTS. I p >< D I GROUND COVERS Q SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR BUILDINGS PRIVACY I SECOND D� ° L - 1 4' - 6' LOW Lomandra Platinum J 0 C SCREENING NOTES - n STORY I N - 1 3' - 6' LOW Nandina Gulf Stream Heavenly Bamboo C 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE, MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT I DV - 1 3' - 6' LOW Dietes irridioides Fortnight Lily J T N TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. 0 DVco 12 PRIVACY PLANTING: THE FINAL PRIVACY-PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING ] I SR - 1 3' - 6' LOW Salvia Lipstick Red Salvia cc ° 0 DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE SHALL BE CONSISTENT WITH 3 I SL - 1 3' - 6' LOW Salvia Ieucantha Santa Barbara Mexican Sage cD co THE CITY'S REQUIREMENTS. ] LM - 1 3' - 6' LOW Lantana montevidensis purple Low Purple Lantana 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS PROPERTY TO N ° INFORM FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION REQUIREMENTS ) 1 . 7 ( 15 PG ° LW - 1 3' - 6' LOW Lantana montevidensis white Low White Lantana CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT Woe LP - 1 3' - 6' LOW Limonium perezii Sea Statice THAT IS 5 FT OR LESS FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO , I DV , 4 3 LB - 1 4' - 6' LOW Lomandra Breeze APPROVAL BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. I N I BF - 1 4' - 6' LOW Bulbine frutescens - 14 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE PRIVACY TREES AND C 1 3' LOW Chondropetalum tectorum Small Cape Rush NEW FRONT YARD TREE L o 1011 J - 1 3' LOW Juncus patens Elk Blue CA Gray Rush I h redwood header board 15 CONTRACTOR SHALL REFER TO GRADING PLAN FOR SITE GRADING AND DRAINAGE INSTALLATION ° Lawn sod HIGH Turf tall Fescue sod with 2x4 rough° I Plant quantities r for planning r only. � P I a qua es are o p a g purposes o y 16 THE CITY REQUIRED PRIVACY PLANTING SHRUBS AND THE REST OF THE LANDSCAPING ON EACH LOT WILL REDUCE L 0 4, Contractor t0 install all plants shown On plan and verify plant count. sc . PRIVACY IMPACTS FROM EACH LOT TO THAT LOT'S NEIGHBORS 2 Ask owner if he wants to increase any of the installed plant sizes ��� No. 2176 17 SEE SHEET L2 FOR TREE PROTECTION MEASURES AND PLAN INCLUDING TREE PROTECTION FENCING I -S is 4 302024 L aP I 2N ° b22 N Landscape Site Legend OF CA`,F� 1❑ L Driveway Paving - Permeable interlocking concrete paver system a� capable of supporting vehicle traffic - manuf., series, pattern, and color to SL be selected by owner 10 BF BF 611q SL 2❑ Front yard walkway Concrete or pavers, pattern and color to be I ° BF 2nd story deck 7 I � selected by owner. Q SL BF I � U 3 Paving for side and walkways natural gray color concrete.with no color O NC ❑ 9 Y Y 9 Y -- — — ° L added and score joints or conc. interlocking pavers as selected by owner. � LB 1 , ® Rear patios- Concrete or pavers, pattern and color to be selected by Q / LP LP LP LP er le LB o owner. Install score joints and expansion joints to control cracking if conc. N iv LB is used. Use concrete steps, color to go well with pavers if pavers used. 0 U � l C C C C C C C SD SD sD C C 5❑ Existing fence - Repair and or replace as needed � LP 0 N � © "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for - C C C C Install new 3 foot wide gates with galy. hardware >LM _O the efficient use of water in the landscape design plan" P LP LP 7❑ Install 6 foot high wood fence - vertical overlapping 1x8 or 1x6 RWD Q U 6rZqLewi� s L �T J T �T T L� LP LET JT J N JT JT T L -T L �T or cedar with 2x4 RWD horiz. rails, 2x8 PT kicker, and 44 PT posts max. U Gregory Lewis - Landscape Architect Lic. #2176 6/23/22 — 8' OC O ® 0000 LI - Front Y rd Tree N C� CD N N SD SD SD SD S S S ❑ LI 10 Min. 2 feet wide landscape strip for drainage swale along sides of —.. N property 11 3 feet wide gravel path/landing - 3" deep gravel with weed cloth and PLANTING 2x4 redwood header - gravel to be selected by owner PLAN N Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series, pattern, and color to be selected by owner. This represents a front pedestrian path and should be a contrasting color and or pattern that goes well with the rest of the 6/23/22 driveway and matches the front walk paving if possible in pattern and Date Scale As Noted COIOr. Drawn Greg GARB Concrete or paver pad for Garbage and Recycle Bins min. 3' x 7' 1 1 1 Job 1 /8/Q _ 1 _O Sheet I :::] L I 0' 4' 8' of 8 Revision Community Development Department Plan-ling Division — Cupertino 'CUPLRTINO APPROVED Case ## TM- 21-006, Advanced Tree Care 20860 McLellan lid.,Cupertino _ Advanced Tree Care 208-60 MrUllan Rd.,Cu pert:-no ----------- -- R-20 4 0 to 5, 965 past San Carlos Ave,San Carlos May 25.2021 965 East San Carlos Ave,San Carlos May 25,2021 Approva I - Icy -015� -016, _a Ti Onl Tree Survey Approva I Date 10/18/22 I 2.Any pruning and maintenance of the trees shall be carried out before construction begins.This Tree# Species DBH Ht/Sp Con Rating Comments I Gray. Path I should allow for any clearance requirements for both the new structure and any construction Signature Brlknne Harkousha machinery. This will eliminate the possibility of damage during construction.The pruning t Douglas fir 12.3" 4012+a k0 Good health.poor condii,an,one sidctl. REMOVE should be carried out by an arborist not b construction personnel.No limbs greater than 4" cm Case Manager a y p Psendorsugu menziesii unbalanced.Not Regulated I ti in diameter shall be removed. N 2 Fig 8.6"18-9" 12J15 50 Good health,fair condition,topped R EMOV E Ficu,vspp Not Regulated I I Tree# 16 has a lot of dead wood and broken limbs. If this tree is to remain, this tree should be 3 Persimmon 11.2." 25115 64 Fair health and condition REMOVE I Patio pruned for safety and clearances. Dirmpyr s JaIN5,rerra Not Regulated > o (� 3.Any excavation in ground where there is a potential to damage roots of 1"or more in diameter uJ 4 Walnut 14.3" 15/20 10 Very poor health and condition I o should be carefully hand dug. Where passible, roots should be dug around rather than cutr"� �- Jug/errs nogru Not Regulated REMOVE ^ 5 Citrus 10.0"@1.' 12110 60 Fair health and condition v 4.If roots are broken,every effort should be made to remove the damaged area and cut it back to � LO Citrus spp -lot Regulated REMOVE I I its closest lateral root. A clean cut should be made with a saw or pruners. This will prevent Q any infection from damaged roots spreading throughout the root system and into die tree r1� CO 6 Ale 4 ite 4,0" 60150 50 Fair health and condition o I ao Pin us halepe,ssis Not Regulated REMOVE c ° _ 5.Do Not: ter Q � 7 Monte the 33.2" 55140 50. Fair health and condition,to ed. I � o p pr REMOVE a. Allow run off or spillage of damaging materials into the area below any tree canopy, C) LO O Pines radiatrr Not Regulated I I � t) b. Store materials, stockpile soil,park or drive vehicles within the TPZ of the tree. 0 Q 8 Mentetry pine 21.5" 50/20 45 Poor hcallh and condition,tuppcd REMOVE I I c. Cut,break, skin or bruise roots,branches or trunk without first obtaining permission from the z U � Pines radiafa Not Regulated ii I city arborist. Q SECOND cc L d. Allow fires under any adjacent trees. J U 0 Mcense cedar 1 t.2." 3516 45 Poor healdt and condition I ° Calocednrsdecurrerrs Not Regulated REMOVE I STORY I e. Discharge exhaust into foliage. U) CU f. Secure cable, chain or rope to trees or shrubs. 10 Ineence cedar 12-27' 3516 45 Poor health and eandition � g. Apply soil 5terilants under pave:ttetlt near existing trees- lJJ � Galrrredmsdecurrens Not Regulated REMOVE J CU T 11 Coast live oak S.0"/8.3"/R.1" 25119 60 Good health roots ate exposed,they should be kept covered with the native soil or four layers of wetted, — Quercly, ag1-ifolia codominanta�or condition, 6. Where',Regulated SAVE I N t2 I i untreated burlap. Roots will dry out and die if left exposed to the air for too long'4[ 0 12 Coasl liwc role 13.3" 25/20 60 Good hcald3,pour condition SAVE I 7. Route pipes into alternate locations to avoid conflict with roois'4' M guerens ugrifoliu Regulated I w 13 Monterey pine 32.2" 50150 50 Fair health and condition.neighbors ( 8.0 Where it is not possible to reroute pipes or trenches, the contractor is to bore beneath the driplinc Pines radiator ircc.Not Regulated SAVE I o I of the tree.The boring shall take place no less than 3 feet below the surface of the soil in order to 14 Citrus 4.7"14.3-@@grade 1015 10 Very poor heal Ili and condition,almost REMOVE I o avoid encountering"feeder"roots-(al CiTnrs spp dead.Not Regulated 9. Compaction of the sail within the dripline shall be kept to a miniMUM-I'1 If access is required to go 15 Irish yew I4-6"4grade 15115 30 Poor health and condition.codominant REMOVE I through the TPZ of a protected tree.the area within the TPZ should be protected from compaction Ttzru.s haceara at grade_Not Regulated T5 either with steel plates or with 4"of wood chip overlaid with plywood. 16 Deodar cedar 31,3" 60/30 50 Good health.pour condition,lopped. SAVE Cedrus deodara broken limbs,Regulated lb,Any damage due to construction activities shall be reported to the project arborist or city arborist ° I 1 within 6 hours so that remedial action can be taken. 17 Montrrey pine 33.0" 50130 50 Fair health,poor condition,ttim camp% REMOVE Pinu.s rneliara lopped,Not Regulated I A 11.Ensuxe upon completion of the project that the on-rinaI ground level is restored s Stump N 61Pagc 3 F, ci I 0 No. 2176 S 4/30/2024 R—wd Data s �2b22 \� Advanced Tree Care 2t7860 McLellan 12d.,Cupertino > � 3Advanced Tree Care 20860 McLellan Rd.,Cupertino qTF OF 965 past San Carlos Ave,San Carlos May 25,2021 I I 963 past San Carlos Ave,San Carlos May 25,2021 Tree Suryey I Tree Protection Plan Tree# Species DBH lit/Sp Con Rating Comments I 1. ne Tree Protection Zone(TPZ)should be defined with protective fencing. This should be cyclone or chain link fencing on 11/2"or 2"posts driven at least 2 tcet in to the Wound standing at 19 Incense cedar 17.5" 35120 40 Poor health and condition I o 2 n d story deck I Icast 6 feet tall.Normally a TPZ is defined by the dripline of the tree. I recommend the TPZ's Q C alrrcedrus decurrerrs Not Regulated as follows:- ( 1 20 Douglas fir 22-5" 35/20 0 Dead Pswudotsugo rttenzwsit Not Regulated IJL— I Tree# 11:TPZ should be at l I feet radius from the trunk of the tree in accordancc with Type I Trec O 2.1 1?ittosporum 4.5"14-2"/5.I" 12/15 70 Good health and conditiono L Protection as outlined and illustrated in image 2.15-1 and 2 tE} Pfrremporunr lohfru Not Regutated - --- ---- --- — o— Tree 4 12:TPZ should be at 8 feet radius from the trunk of the tree in accordance with Type I Tree Summary: o Protection as outlined and illustrated in image 2.15-1 and 2 ta) Q Tree#s [,4,9, 10, 14, 15, ]4 and 20 are either dead or in very poor health and condition and 1201 FYS B Tree it 13: TPZ should be at 20 feet radius from the trunk of the tree closing on the sidewalk in should be removed. --- -- --- ----- accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2 tr'l. Permeable o U Tree#s 6, 7, 8, 13, 17 arc pines.Pines are not Regulated trees. Pines are not tolerant to ' Driveway Tree# l6:TP2 should be at 24 feet radius from the trunk of the tree closing on the sidewalk in 0 construction impacts and even with all tree protection measures in place,they may decline further accordance with Type [ Tree Protection as outlined and illustrated in image 2.15-1 and 2 i6} during the construction period and eventually become infested with beetles,,which will ultimately SD SD kill the trees. o SD Tree# 18 is a stump standing I foot tall N t \ 0 Tree# 13 is on the neighbor's property and should be protected during construction. n 1 Tree#s 11, 12 and 16 are Specimen trees by merit of their size and species and should be - -------- - --------- -- W U protected during constmetion JT JT JT JT JT JT JT JT JT JT JT JT JT JT——JT—-JT— • Type l Tree Protection N � U The remaining trees,#s 2,3, 5 and 21 are smaller trees that are not specimen trees and can be Pie fences shall enclose the entire areaunder the canopy dripline or TPZ of 1 removed if desired. the trea(s) to be saved throughout the He W IMAGE 2.15-1 of the project, or until final Improvement Tree PrGiecllw Fence at the DOptine work within the area is required, typically • — �-o near the and of the project(see Images /1 Oc) 2.15-1 and 2.15-2}. Parking Areas: If the �+ 0 N fencing must be located on paving or N sidewalk that w#II not be darric Stled, the so so so so sy s posts may be supported by an appropri- ate grade Pavel concrete base. IMAGE 2.15.2 Tree Pro lection Fence at the Dripline EXISTING N TREE 4 P 5 PN 1 !i PLAN Date 4/26/22 Scale As Noted CD Drawn Greg Job 1 /8 11 1 1_011 Sheet I :::] L2 0' 4' 8' 01 3 Revision Community Development Department Planning Division — Cupertino 1 O1-011 'CUPSRTINO APPROVED ax. typ. Case ## TM- 21-006, — - R-20 � 0 trn5, � ---- ° — — °LN °LN ° LN ° N Approval - Icy -015� -016, I LN -b o �2 Approval I Date 10/18/22 Signature Briknne Harkousha I Gra �at g Case Manager I Patio rn � LO co Q � v Iw 0 a_ co � (� U o 0 C U SECOND z N NIU fl- STORY w T o � � I � I � o Y Oa- (� co PG o I Privacy Screening Shrubs KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME GALLONS RATING ' I PRIVACY SCREENING SHRUBS LN 5 15 10' max LOW Laurus nobilis Grecian Laurel I ° I PG 4 15 10' max MED Podocarpus gracilior Fern Pine ° I Min. height of installed screen shrubs is 6 feet when planted. Min. size is 15 gal. Order from nursery a long time in advance to be sure you can ° P ° I get them minimum height required cD No. 2176 P I 4 30�2024 ° I 161222 \P I I N 0 � C 0 2nd story deck 1PI ` Q 0 (D a� Permeable N Driveway O p SD - SD--SD— D �1 N > 0 ------ - ------ --- - JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT— N U n1 W � O 00 N O N N SD SD SD SD S S S N PRIVACY SCREENING PLAN Date 6/23/22 Scale As Noted CD Drawn Greg Job 1 /Q 1 1_011 Sheet I :::] L3 0' 4' 8' of 8 Revision Community Development Department Plan ing Division — Cupertino 4CUPSRTINO APPROVED Irrigation Notes TM-2021-0067 WATER EFFICIENT LANDSCAPE CHECKLIST - IRRIGATION - R-20 µ040to 5, 1 THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA AND UTILIZES A IF Approval - , -01511 -016, RAIN SENSOR Irrigation Legend pp -6 o - ff 2 THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE --� '-------------------� KEY MANUF. MANUF. # DESCRIPTION Approva I Date 10/18/22 r I PRIMARY POWER SOURCE IS INTERRUPTED I Gray. Path D Signature Briknne Harkousha PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE I I L6 H Hunter HCC-800-PL 8 station Wi-1 controller with 8 stations Case Manager I I exterior wall mount with multiple DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURERS RECOMMENDED PRESSURE programing cycle start and calender program RANGE I I I I Hunter SOLARSYNC This controller will not operate irrigation duringrain events �* 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT OF I I I System will adjust valve run times ccording to weather CONNECTION OF THE WATER SUPPLY I � Patio l o c 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, I I j L6 Hunter PGV-ASV 075 3/4" antisiphon valve with 3/4" Amiad Filter, Senniger PR30 co ASABE/ICC 802-2014 LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD''. ALL I I pressure regulator, and adaptor to drip tubing = o SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY I I co LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 I I I Run 3/4" Sch 40 PVC pressure line from point of connection to valves Q M 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE THAN 5000 o I I ° I A a_ 0 I L6 Manual brass ball valves same size as pressure line Q = SQ.FT. OF LANDSCAPE AREA - this project has less than 5000 sq.ft. of planting area so one IS rJ o U CM NOT required j I G Rainbird RWS-B-1402 Two .5 GPM bubblers at each tree - o 0 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. THERE IS NO LAWN. I I / o I L6 Q 8 SEE SHEET L6 AND L7 FOR DETAILS AND SPECIFICATIONS I I SECONDCc 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 6 GPM AT MINIMUM 55 P.S.I. AT THE I STORY - POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT THE LANDSCAPE I I I B 3/4 Nonpressure line Sch 40 PVC 3/4 unless noted for larger L6 w ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME VALVES TO REDUCE THE FLOW I Min. re . d namic psi at ` 1" size 12'' of cover J THRU THE VALVES WITH MORE FLOW). IF PRESSURE EXCEEDS 75 PSI AT POINT OF I I valve a y p ° I Pressure line - Sch 40 PVC : 3/4" unless noted for Cc CONNECTION INSTALL A WILKINS 600 1" PRESSURE REGULATOR. THIS SITE HAS APPROX. ---- ° Hydrozone HYD 4 I smaller size - 18" of cover (D co 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT VALVES TOO I Valve ID El5 35 LINES UNDER PAVINGLU CLOSE TO TREES. STAY 8' TO 10' AWAY IF POSSIBLE. DO NOT PUT PRESSURE LINES UNDER flow 0.3 dri o I PL CD GPMow TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF UNDER PAVING WHENEVER ° —••—• —••—••—••—••- Pressure line - 3/4 Sch 40 PVC 24 deep 0 NP Non Pressure line 3/4'' Sch 40 PVC 24'' deep POSSIBLE. —••—••—••—••—• 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE OR AS SHOWN I I WI Elec. control wire conduit 1-1/4" gray Sch 40 PVC 24" deep ON THE PLAN. INSTALL 3/4" TEE AND A 3/4" BALL VALVE AND RUN 3/4'' SCH 40 PVC TO VALVE LOCATIONS. KEEP ANTI SIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED 6" TO 12'' r I L6 L6 3/4" PE drip tubing with compression fittings - see drip notes ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP VALVES OUT OF I Tree drip irrigation PATHS. 12 MAKE PROVISIONS TO ADD ENOUGH EXTRA CONTROL WIRE SO THAT ONE VALVE COULD BE ADDED AT EACH VALVE GROUPING IN THE FUTURE I i Lines under paving to be in sleeve 2x size of line I � 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE A I Verify controller location LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE I I with owner CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF INSTALLATION. I I Point of irrig. connection �� No 2176 THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN IRRIGATION SCHEDULE FOR I I HYD 3 Install brass ball valve MATURE PLANTINGS AND A LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. o I 35 I 4 So°2024 2.0 dri —R..6" * READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER EFFICIENT I I I �T e 2 22 �P LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT I 1 135 I OF CA 14 IRRIGATION RUN TIMES TO BE BETWEEN 8:00 PM and 10:00 AM UNLESS UNFAVORABLE WEATHER PREVENTS IT OR RENDERS IRRIGATION UNNECESSARY I ° i 0 7 dri .NP I � 15 DUE TO SOME COVID SUPPLY CHAIN SHORTAGES BE SURE AND ORDER IMPORTANT IRRIGATION HYD 2 COMPONENTS SUCH AS THE CONTROLLER, VALVES, SPRINKLER NOZZLES AND POP-UP BODIES WAY AHEAD OF THE TIME YOU WILL NEED THEM 'NP I "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for d story deck the efficient use of water in the landscape design plan" Q U Drip Irrigation Notes I wi Gregory Lewis - Landscape Architect Lic. #2176 6/23/22 p 1 ) SECURE LARGER 3/4'' DRIP TUBING 1" BELOW GRADE WITH 7" OR 11" U-SHAPED P1---- — ---- --- — — — :NP STAKES 3 FEET ON CENTER OR CLOSER SO THAT THE TUBING CAN BE FOUND EASILY BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. COVER TUBING WITH SOIL _ 2O' FYSB AND MULCH AND INSTALL MANUAL FLUSH VALVES AT ENDS OF TUBING AND MARK Permeable N Q j THEM SO THEY CAN BE FOUND EASILY. 1 Driveway 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO MINIMIZE O LENGTH OF SMALLER 1/4'' TUBING. SECURE EMITTERS ON 3/4" TUBING AT PLANT ROOT D- C`7 BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF 114" TUBING FROM EMITTERS TO SD— N SD Q1 PLANT ROOT BALLS. INSTALL STAKES ON 1 /4 TUBING AT 12 ON CENTER AND COVER N > TUBING WITH 1" OF SOIL PLUS MULCH. n 1 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF THE VJ — EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER THE U T- JT JT JT -JT JT JT JT JT N JT JT JT JT - ROOTBALL. N 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN FLOW BETWEEN 10 PSI AND 40 PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT AT STEM). O USE AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE THE ONES THAT 1/4 ' — DO TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY HAVE A HIGHER DISCHARGE �� O RATE AT STARTUP REQUIRING LARGER PIPE SIZES. 0-4 SD SD SD SD S S S EMITTER SCHEDULE: TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) LM,LW,LLP THREE 1 GPH EMITTERS AT MEDIUM SHRUBS DV,L,LC,N,BF,MC,C,SR,SL,LB,J FOUR 1 GPH EMITTERS AT LARGE SHRUBS LN,PG WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME IRRIGATION OVER ROOT BALL (NOT RIGHT ON STEM) AND SOME OUT N PLAN N UNDER FUTURE CANOPY. SPACE EMITTERS EVENLY IN ROOT ZONE AREA. FOR TREES ON DRIP INSTALL FIVE 1 GPH EMITTERS AROUND EDGE OF ROOT BALL AND ON ROOT BALL AND INSTALL FIFTEEN 1 GPH EMITTERS ON 2'X2' GRID UNDER FUTURE TREE CANOPY Date 4/26/22 Scale As Noted Drawn Greg Job 1 /8 11 1 1_011 Sheet I :::] L4 0' 4' 8' of 8 Revision Community Development Department Plan ing Division — Cupertino 4CUPSRTINO APPROVED 962 HYD 1 Case ## TM- 21-006, R-20 4 0 to 5, Approva I - , y -015� -016, -a o �tic Approval I Date 10/18/22 Signature Briknne Harkousha Gray. Pat Case Manager CD � I � �j Patio ! ~ U w (� = o li � M Q � o w co o I a_ U-) F, QC -F, " U') -0 0 z U SECOND N I N L ° o J i N U fl- CU STORY I �' wU � J c I ° L C C0 I� V El0i NI0 Pavin g In Front Yard Setbacks I ° ❑ ° Hydrozone Summary Lot 3 HYDROZONE - DESCRIPTION SQ.FT. % OF TOTAL IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% I VALVES (front property line is more than 60 feet) I � I HYD 1 - 3,4 DRIP, LOW WATER SHRUBS 1964 81% TOTAL AREA IN FRONT YARD SETBACK = 1200 SF 189 HYD 4 I HYD 2 - 1 DRIP,MED WATER BIORETENTION 203 9% All paving in fysb is pervious (permeable) I I There is 0% impervious paving in the front yard setback I HYD 3 - 2 BUBBLER, LOW WATER TREE 50 2`r/o � I �LLL �c HYD 4 - 5 DRIP, MED WATER SHRUB 189 8% � No. 2176 Ic 6 1S TOTALS 2406 100°�0 4 30 - R-d Wt. b2 22 \P qTF OF CAL\F�� 164 HYD 1 N 2n story deck ° � U o o 560 HYD 1 4� _ _ ____720' FYS B E 0- Permeable N Q �j Driveway 0 278 HYD 1 SD -SD D D SD - N o 0 a� - - -- --I`-- -- -- ----- -------- ----- -------------- -- --- - -- -- - JT JT J T JT JT JT JT JT JT JT -JT JT- N n1 U W 25 HYD 3 � H . °O N o N N SD SD SD SD S S S N HYDROZONE N PLAN FRONT YARD SETBACK IMPERVIOUS PAVING AREA Date 6/23/22 Scale As Noted Drawn Greg �1 Job 1 /8/� 1 ,_O" Sheet I :::] L5 0' 4' 8' of 8 Revision Community Development Department Plan ing Division - Cupertino Use bolt on lid 'CUPSRTINO APPROVED Mark lid with "irrig. Gate Valve" Use bolt on lid ArborTie nailed to stake Case ## TM- 21-006, Gate valve or water meter Mark lid with "Drip Flush Valve" 2°dia.Lodge Pole or equivalent- 18" R-20 0 P0' 5, same size as pressure line r d Flush Valve in solid ground placed outside rootball lumb Approva I B ` - Iy -015� -016, PVC Male Adapter ArborpTie nailed to stake -� O ��� MI t x Slip Approva I Date 10/18/22 I I p p I I I Mulch (3"deep) pulled 3 inches away Signature Briknne Harkousha Sc 40 PVC pressure line = from trunk Top of rootball to be 2 inches above Case Manager CD I I I I II surrounding soil level ti — — ro h berm for water basin at edge of 1 a o PE drip tubing buried deep o � roof gball. Install tree bubblers inside water basin Run next to rootball of each plant = Bricks under valve See drip irrig. notesco U 3" deep gravel box corners Space emitters evenly around plant 6'' deep gravel w 10) 2" clearanc on top of and at edge of root ball ~ °' Agriform Plant Tablets 21 gram 2 M Use as little 1/4" tubing as possible 7M Backfill-native soil co Manual Gate Valve A = — Plant pit to be 3 times wider than the plant Q Drip Emitter and Flush Valve NO Scale C IIII II container-it's not shown to scale on dwg W � C _ o cu LO No Scale a Q Mulch III►— I I IIII— z Q Lateral - nonpressure line — Q 3/4" Drip Tubing next = = IIII _ L) 12 cover to rootball of each plant 1) 8-12 hours before installation,water all plants while still in contciners sufficiently to W in 18" 12" Main - pressure line - 18" cover Emitters thoroughly wet root balls 2) Dig hole at least 2"less deep than the container and 3 times wider than the 2 emitter _ OF direct burial wire 24 V - tape )ant diameter of the container the plants were delivered in. J — �- and bundle wire eve 10 feet p 3) Gouge holes in the side of the plant pit-2 holes per sq.ft.of wall surface � � every short 1/4 tubing IIII IIII 4) Remove rootball carefully from container with support from below. Sever any circling � ` Use 6" deep sand bedding and 6" 4 emitter roots (3/16"dia.or greater)with sharp knife. Do not pull roots apart. The severing of large 0 ti IIII deep sand backfill in rocky soils plant roots will encourage new roots at the cuts. Install enough backfill under root ball so top of rootball ends up 2"above grade of surrounding soil when it settles. Install some of fertilizer W Snake lines in all trenches ` 1 emitter packets under root ball. 0 plant 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel Vehicle paving handle or feet being careful not to disturb root ball When plants are installed on a 6) Put Agriform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole All lines to have min. 24" cover slope locate most of emitters (5 tablets per 15 gal.or 5 tablets per 1 inch of caliper width. Fill the remainder of the hole 24" I I under vehicle paving with 6 with backfill and pack it. on the up slope side of the plant compacted sand bedding and 7) Water tree thoroughly by filling the basin and allowing the water to percolate in,doing compacted sand backfill FOLLOW DRIP IRRIG. NOTES this 3 times or more until root ball and backfill is wet Provide minimum 3" clearance 8) Install stakes such that the stakes and the tree ties won't damage the tree and the h: == Drip Emitter Placement at Shrubs/ stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below 6" between lines F branches that could be rubbed by stakes. Install stakes so they are straight up and don't No Scale Ground Covers lean in to each other IIII I I Tree Planting Trenches/Lines No Scale B O 4-INCH GRATE(INCLUDED) �p�1D No ScaleSCgpF OBUBBLER:SEE IRRIGATION LEGEND (INCLUDED) No. 2176 1 2 3 4 Mulch 3"deep) pulled 2 inches away from stems Valves for spray sprinklers do not require filter and regulator O3 ROOT WATERING SYSTEM: -� Combination atmospheric vacuum breaker/ SEE IRRIG.LEGEND FOR MODEL SPECIFIED Temporary 4 _ 2024 R.2 to (INCLUDES BUBBLER 4"high berm for water basin at edge of root ball b�24�22 control valve with flow control and with or WITH RISER,GRATE,SWING ASSEMBLY, �PJ I- �P without auto. control as noted on plans : 1/2"MALE NPT INLET,AND BASKET Slow release Agriform plant tablets gTF III 1 gal plant-2 tablets per plant OF CA ant Filter Water proof connectors such as DBI t 0 O4 FINISH GRADE = 51g5 galal l plant tablets6 ttabletts per plant o 5 O OPTIONAL PEA GRAVEL IIII Backfill native soil 0 0 OR RWS SAND SOCK(RWS SOCK) — . . . . . . . . . . . — b o- 6 FOR SANDY SOILS Bottom of antisiphon valve minimum 6" ro �° — — _ above highest downstream sprinkler 7 Os 1/2-INCH PVC SCH 80 NIPPLE(INCLUDED) III Native soil dug out 2 times depth of container or emitter 8 1/2-INCH 90-DEGREE ELBOW(INCLUDED) = III I III 1= Plant pit at least 3 times diameter of container Regu ator Q O 12-INCH SWING ASSEMBLY 1) 8- 12 hours before installation,water all plants while still in containers sufficiently (INCLUDED) to thoroughly wet root balls U O1/2-INCH MALE NPT INLET(INCLUDED) 2) Dig the plant hole at least 3 times the dia.and 2 times the depth of the plant container. Sch 80 PVC risers 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be O 1 o PVC SCH 40 TEE OR EL such that when the plant is installed and settled it will be slightly above grade of existing 12 11 10 9 1 1 LATERAL PIPE soil. Fill hole with water. fl i4 Remove rootball careful) from container b tapping out,not pulling out b the stem. To sprinklers Sch 40 PVC pressure line and OF direct 12 4INCH BASKET WEAVE CANISTER(INCLUDED) ) Y Y pp g p g Y i, p burial control wires as per specs. Scarify rootball walls In 3 vertical cuts and bottom to 1/2 deep,or by cutting roots of 1/2"or larger with shears. Do not pull roots apart. Q 5) Install fertilizer packets under rootball of plant. Set rootball on prepared surface and Tree Bubblers G fill hole to 1/2 the depth,tamping soil around rootball. Fill hole with water. U No Scale 6) Fill the remainder of the hole with backfill and pack it but do not tamp rootball. Auto. Antisiphon Valve 7) Make the water basin. O 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the 00 with Filter and Regulator for Drip water to percolate in,doing this 3 times or more until root ball and backfill is wet om No Scale 9) Install mulch W Shrub Planting Install as per local code and manuf. instructions - Secure No Scale Q U controller to wall with suitable anchors as approved by U inspector Controller- see legend on irrig. plan W -+_ O Weather proof 120 V junction box ' — *_O 00 Electrical conduit and wire from source of power O N Electrical conduit for 24 volt conductors Paint exterior conduit to match building wall. Minimize appearance of conduit visible on wall. Sweep ells OF direct burial wires This controller will be installed outside LANDSCAPE DETAILS Wall Mount Controller D No Scale Date 6/10/22 Scale As Noted Drawn Greg Job Sheet of 8 Revision GE ERAL�ONDITIONS - SOIL PREPARATION, PLANTING, AND IRRIGATION PART 2 - PRODUCTS Community Development epa me nt 3.6 TESTING 1.4 GUARANTEE C. Contaminated Soil - Do not perform any soil preparation work in areas where Y ASSURANCE: soil is contaminated with cement, plaster, paint or other construction debris. Plan ing Division - C�pe��h�'d 2.1 PIPE A. All testing shall be done in the presence of the Owner's Representative. A. Trees shall be guaranteed 1 year - all other plant material 120 days following A. Use adequate numbers of skilled workmen who are thoroughly trained and Bring such areas to the attention of the Owner's Representative and do not proceed �CUPERTINO A. Plastic pipe is to be polyvinyl chloride, marked 1120-1220, and bearing the Center-load all pipelines with clean soil approximately every four feet to resist final acceptance. Any plant material needing replacement because of weakness or APPROVEDexperienced in the necessary crafts and who are completely familiar with the until the contaminated soil is removed and replaced. seal of the National Sanitation Foundation. Use Schedule 40 polyvinyl chloride, hydraulic pressures, but leave fittings exposed for inspection. Piping under probability of dying will be replaced with material of similar type and size to Case ## TM-2 21-006 specified requirements and the methods needed for proper performance of the work of D. Moisture Content - Soil shall not be worked when moisture content is so great type I-II fittings bearing the seal of the National Sanitation Foundation, and paving shall be tested before paving is in place. Install a 0 to 160 P.S.I. gauge that of the surrounding area. The replacement plants will have the same guarantee ��11 ,,,.�,,� s section. that excessive compaction will occur, nor when it is so dry that dust will form in R-20 4µ�r7�' complying with ASTM D2466 for pressure line and also for any water lines under on lines to be tested. All valves shown on Plans shall be in place and shall be in as the original plants or trees, starting the day of their replacement. The It is the Contractor's responsibility to verify all information contained in the closed position. Mains shall be tested at 100 P.S.I., and laterals at 65 Contractor is not responsible for losses due to vandalism if he has taken the air or that clods will not break readily. Water shall be applied, if M6 .10 2 - 15. -01� asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger P PA rovaI CI1 t 6 plans and specifications and to notify the Architect of any discrepancy prior P.S.I. If available static water ressure is under 100 P.S.I., rovide suitable reasonable measures for rotection of the lants. necessary, to bring soil to an optimum moisture content for tilling and planting. pp y�l��u'1 pipe is specified in the irrigation legend. For joining, use a solvent complying P P P P Approval I Date 1 /1$LL/2JJ2 to ordering products or commencing with the work. with ASTM D2466 and recommended b the manufacturer of the approved pipe. Pie is pump for tests. Fill pipelines slowly to avoid pipe damage, and bleed all air from Y PP P P P 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT tend ve,ify dimensions, reporting any variations to the Architect before to be continuous) and permanently marked with the manufacturer's name, pipe size, lines as they are being filled. After closing valve at water source, mains shall 1.5 PRODUCT HANDLING Y P Y P P A. Request a review by the Owner's Representative to verify specified limits and Signature Brl nne Harkousha proceeding with the work. schedule number, type of material, and code number. hold 100 P.S.I. gauge pressure for two hours with no leaks. Laterals are expected A. Protect plants before and during installation, maintaining them in a healthy grades of work completed to date before starting soil preparation work. Place Case Manager B. Galvanized steel pipe is to comply with ASTM A120 or ASTM A53, galvanized, to have minor seepage at multiple swing joint assemblies. Major leaks are not condition. Application(s) of anti-dessicant may be required to minimize damage. topsoil as required to obtain an 12" minimum depth of topsoil or as noted otherwise It- 1.2 CONTRACTOR COORDINATION Schedule 40, threaded, coupled, and hot-di galvanized. Use 150 lb. rated acceptable. Laterals shall be tested for one hour at 65 P.S.I. solely to reveal The Contractor is responsible for vandalism, theft, or damage to plant material N P P 9 on the Plans. (Topsoil may already exist in the planting areas). Integrate � A. It is the responsibility of the Landscape Contractor to familiarize himself galvanized malleable iron, banded pattern fittings. Wrap all galvanized pipe below any piping or assembly flaws. The laterals are not expected to hold gauge until commencement of the maintenance period. topsoil layer into subsoil or existing compacted topsoil layer b ripping. P Y 9 P P Y Y PP g• with all grade differences, location of walls, retaining walls, etc., and to grade with 2" wide, 10 mil. plastic wrapping toe 50 Scotch wrap or equal). pressure. For testing laterals, cap risers or turn adjusting screws on nozzles to 9 9 9 P PP 9 P (# PComplete rough grading as necessary to round top and toe of all slopes, providing � coordinate work with the General Contractor. C. Drip tubing is to be as noted on plans. Use compression fittings. the "off" position, as appropriate. Repair any flaws discovered in mains or 1.6 REVIEWS naturalized contouringto integrate newt graded area with the existing topography. 9 Y9 9 U laterals, then retest in same fashion as outlined in presence of the Landscape A. Request the following reviews by the Owner's Representative at least three (3) Verify that rough grading is completed in accordance with civil engineering LLI 2.2 CONTROL WIRE Architect until all lines have been approved. Provide required testing equipment days in advance (in writing): (1) Rough grading (of landscape area) (2) Soil drawings and/or any landscape grading drawings. Break through any compacted layers = co 1.3 DIMENSIONS AND SCALE A. Use type OF direct burial wire minimum size 14, copper, U.L. approved for and personnel. test (3) Verification of incorporation depths (4) Finish grade (5) Plant M YP # PP PP of subgrade material (sometimes left from building or paving pad compaction) that 0 o A. Dimensions are to take precedence over scale at all times. Large scale details irrigation control use for runs of 1000 feet or less. For longer runs consult with material quality approval (6) Plant material layout (7) Plant pit sizes (prior will not allow water in planting areas to percolate through, causing a boggy, over LO are to take precedence over those at small scale. Dimensions shown on plans shall 3.7 SYSTEM ADJUSTMENT to planting lants 8 Preliminary inspection 9 Final inspection 5 day Q c`"> Landscape Architect. Use 3M DBY Direct Bury Wire Splice Kits or dry splice type P 9 plants) ( ) Y P ( ) P ( Y saturated soil condition. You may have to use a backhoe or rotohammers to break up --� � be adhered to insofar as it is possible, and no deviation from such dimensions A. The entire sprinkler system shall be properly ad justed before final acceptance. advance notice required) LLI wire connectors at splices. No underground splices will be allowed without a P Y P P Y J P q ) and turn soil to a minimum depth of 12". If proposed planters are in areas ofco shall be made except with the consent of the Architect. The Contractor shall slice box. Adjustments shall include but not necessarily be limited to: (1) Adjustment of o P existing paving or baserock, remove at least 12" of material and bring in top soil Q verify all dimensions at the site and shall be solely responsible for some or arc and distance control devices on sprinklers, including changing nozzle sizes if PART 2 - PRODUCTS U (0 °' up to grade required by grading plan. Rough grading in planting areas is to be o -0 deviations from same. 2.3 OTHER MATERIALS necessary to assure proper coverage of planted areas. (2) Relocation or addition rn� such that when amendment is incorporated and the mulch is installed, the grade will � � A. Provide other materials, not specifically described but required for a complete of sprinkler heads if necessary to properly cover planted areas, without causing 2.1 TOPSOIL z P Y q P be +- 1" to finish grade. U fl 1.4 LAWS AND REGULATIONS and proper installation, as selected b the Contractor subject to the approval of excessive water to be thrown onto building, walks, paving, etc. (3) Throttling of A. Native topsoil or import landscape soil Q N cC6i P P Y J PP B. Soil Preparation: (1) Distribute soil (organic) amendment and fertilizer in J A. The Contractor shall conform to and abide by all city, county, state and the Architect. automatic valves as necessary to operate sprinklers at manufacturer's recommended U the amounts recommended by the soils lab over all planting areas unless noted w federal building, labor and sanitary laws, ordinances, rules, and regulations. pressure. (4) Adjustment and testing of all automatic control devices to assure 2.2 NATIVE TOPSOIL otherwise on the Plans. (2) Rip and/or till the amendment and fertilizer into the their proper function, both automatically and manually. (5) Installation of A. Native soil on site without admixture of subsoil, free from rocks over two CZ top 6" to 8" of soil until they are thoroughly mixed in. Hand work areas uJ 1.5 LICENSES AND PERMITS pop-up heads anywhere there is a chance of pedestrians or vehicles hitting heads cubic inches, debris, and other deleterious material. Native topsoil is to be J inaccessible to mechanical equipment. (3) Moisten to uniform depth for settlement >, A. The Contractor shall give all notices and procure and pay for all permits and PART 3 - EXECUTION even if pop-ups are not shown on the plan. (6) Installation of check valves to stripped, stockpiled, and reinstalled. >_ co and regrade to establish elevations and slopes indicated on Drawings. licenses that may be required to complete the work. keep sprinkler head drainage from eroding landscape areas, wasting water, or 0 � 3.1 SURFACE CONDITIONS creating soggy spots in the landscaping. 2.3 IMPORT LANDSCAPE SOIL (,r 1.6 SUBMITTALS A. Examine the areas and conditions under which the work of this Section will be A. Import landscape soil must be tested and meet the following specification: 3.3 FINISH GRADING LJJ M A. At the request of the owner or the Landscape Architect, submit manufacturer's 3.8 AS-BUILT DRAWINGS AND INSTRUCTION 1. TEXTURE: A. The Contractor shall make himself familiar with the site and grading plans and ti performed. Correct conditions detrimental to timely and proper completion of the (� and/or supplier's specifications and other data needed to rove compliance with the Sandy loam to loam do finished grading in conformance with said Plans and as herein specified. / PP P P P work. Do not proceed until unsatisfactory conditions are corrected. A. Regularly update a print of the system noting any changes which are made by points between es l l l if shall b h d t sa e uniform eves or so di i i th t d otherwise indicated Grades no specified requirements including certificates stating quantity, type, composition, dimensioning features below grade from surface features with at least two 2. GRADING: B. P P weight, and origin of all amendments, chemicals, import soil, planter mix, plants, SEIVE SIZE PERCENT PASSING SIEVE where elevations are given or between points established by walks, paving, curbs, 9P P P 3.2 EXCAVATION dimensions. Prior to final approval, give the Owner 2 copies of clean blueprints and irrigation equipment used on the site. 25.4 mm (1") 95 - 100 or catch basins. Finish grades shall be smooth, even, and on a uniform plane with gA. Trenches may be excavated either by hand or machine, but shall not be wider marked to show changes during construction. The most important features to mark on than is necessary to lay the pipes. Care should be taken to avoid damage to the plan are valves, pressure lines, wires, and hose bibs. 9.51 mm (3/8") 85 - 100 no abrupt changes of surface. Minor adjustments of finish grades shall be made at 53 Micron (270 mesh) 10 - 30 the direction of the Landscape Architect, if required. 1.7 PRODUCT SUBSTITUTIONS B. After the system has been completed, inspected, and approved, instruct the P q existing water lines, utility lines, and roots of plants to be saved. Y P P PP 3. CHEMISTRY - SUITABILITY CONSIDERATIONS: C. All grades shall provide for natural runoff of water without low spots or A. Any product substitutions shall be requested in writing. The Landscape B. Minimum depth of cover for buried pipelines shall be: 1. Eighteen (18) inches Owner's maintenance personnel in the operation and maintenance of the system. Give g P P Architect must approve or refuse any substitutions in writing. Lack of written the Owner completed warrant cards for the irrigation equipment and ke s to a. Salinity: Saturation Extract Conductivity (ECe x 103 @ 25 degree C.) Less pockets. Flowline grades shall be accurately set and shall be not less than 2% for mainline pressure piping. 2. Eighteen (18) inches for 24 volt wiring from P y gy than 4.0 gradient wherever possible. Grades shall slope away from building foundations approval will mean the substitution is not approved. Any difference in cost to the controllers to remote control valves. 3. Twelve (12) inches for lateral controllers and hose bibs. 9 P P Y 9 Contractor of a less expensive substitution shall be credited to the Owner's b. Sodium: Sodium Adsorption Ration (SAR) Less than 9.0 unless otherwise noted on Plans. All finish grades (top of mulch) are 1" below distribution lines. 4. Twenty-four (24) inches, minimum cover, with 6" sand c. Boron: Saturation Extract Concentration Less than 1.0 PPM finish grade of walks, pavements, curbs, and valve boxes unless otherwise noted. bedding and 6" sand cover for any pipe or wire sleeve under A.C. paving. SOIL PREPARATION AND PLANTING d. Reaction: pH of Saturated Paste: 5.5 - 7.5 C. Under existing paving, piping may be installed by jacking, boring, or hydraulic e. Lime: less than at by weight 3.5 MULCHING 1.8 ERRORS AND OMISSIONS driving except that no hydraulic driving will be permitted under asphalt concrete PART 1 - GENERAL 9 P Y 9 P P A. Recultivate soils compacted by planting or other operations and smooth the A. The Contractor shall not take advantage of any unintentional error or omission pavement most pipes and sleeves under A.C. paving are to be installed prior to 4. PESTS: P ( P P P 9 P soil areas prior to applying mulch. Mulch all planting areas to a depth as noted �1DSCgpF in the drawings or specifications. He will be expected to furnish all necessary 1.1 DESCRIPTION a. The population of any single species of plant pathogenic nematode: fewer than installation of the paving). Where cutting or breaking of existing pavement is on plans. This depth should be as per the plans even after being settled and �� materials and labor that are necessary to make a complete job to the true intent A. The work includes, but is not necessarily limited to, the furnishing of all 500 per pint of soil. � No. 2176 necessary, secure permission from the Architect before cutting or breaking the y g stepped on 30 days after installation. Water lightly to settle mulch. Do not v and meaning of these specifications. Should there be discrepancies in the drawings pavement, and then make necessary repairs and replacements to the approval of the materials, equipment, and labor required to do the installation and complete 5. ORGANIC MATTER ors specifications, the contractor shall immediate) call the attention of the bury ground cover with mulch. Place and settle mulch in such a way that it does P Y n Architect and at no additional cost to the Owner. placement of topsoil, fine grading, soil conditioning, and planting. a. Soil is to have 5% to 10% organic matter at below 18 inches in depth. not get washed onto paving or block drain swales or inlets. Architect to some and shall receive the complete instructions in writing. Soil is to have less than 30% organic matter at 0 to 18 inches in depth 112 22 Q Organic matter to be less than 1" dia. Do not use mushroom compost. 3.3 INSTALLATION OF PIPE 3.6 WEED CONTROL F FO 1.9 INSPECTIONS/REVIEWS DEFINITION 1.2 QUALITY ASSURANCE No noxious weeds are allowed. OF CALF A. Handling and assembly of pipe, fittings, and accessories shall be by skilled A. The Contractor is responsible for pre-emergent weed control. Follow the A. Inspection or observation as used in these specifications means visual A. Plant Identification and Quality 6. FERTILITY CONSIDERATIONS: tradesmen using methods and tools approved by the manufacturers of the pipe and manufacturer's directions. The Contractor is responsible for the replacement of observation of materials, f 1 equipment, or construction work on an intermittent basis . Plants are to be true to name, with one o each bundle or lot tagged with the a. Soil is to contain sufficient quantities of available nitrogen, phosphorous, any plants (other than weeds) that are hurt or killed due to the misuse of weed equipment and exercising care to prevent damage to the materials or equipment. to determine that the work is in substantial conformance with the contract name of the plants in accordance with standards of practice of the American potassium, calcium, and magnesium to support normal plant growth. In the event of documents and the design intent. Such inspection or observation does not B. Metal pipe threads shall be sound, clean cut, and cored to full inside Association of Nurserymen. In all cases, botanical names take precedence over control products or use of the wrong product. Clay soils can increase the affect g p Y P nutrient inadequacies, provisions shall be made to add required materials to diameter. Threaded joints shall be made up with the best quality pure joint of certain pre-emergents. Adjust the application rate accordingly. Some owners constitute acceptance of the work nor shall it be construed to relieve the common names. overcome inadequacies prior to planting. contractor in any way from his responsibility for the means and methods of compound carefully and smoothly placed on the male threads only 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, 7. COMPACTION may prefer hand weeding to chemical weed control although it is usually more construction or for safety on the construction site. Inspection or observation C. On plastic threaded connections use the sealer recommended by the manufacturer throughout the system. eggs, larvae, excessive abrasions, sun scalds, or other objectionable a. Compact the soil enough so it doesn't settle more when walked on and not expensive. ! 1 will be done by the Landscape Architect only if requested by the owner in writing. disfigurements, and shall conform to the standards as outlined by the California significantly over time where the flow of drainage will be affected or soil needs to be `J This service will require a written contract for additional fees. of the plastic valve or fitting. Do not use paste sealer products on plastic Association of Nurserymen. Tree trunks shall be sturdy and well "hardened off". added. Don't over compact or work soil when it has too much moisture. 3.7 MAINTENANCE valves. Tighten plastic threaded connections with light wrench pressure only. All plants shall have normal well developed branch system, and vigorous, fibrous Dig bottom layer of import soil into existing soil. Compact in 6 inch lifts. A. Maintenance shall begin immediately after each plant is installed. � O D. Connections and controls shall be functionally as shown on the drawings, but B. Maintenance will include: root systems which are not root bound. Ground cover plants (rooted cuttings) shall 2.4 ORGANIC SOIL AMENDMENT ^ ` physically shall be the most direct and convenient method while imposing the least 1. Continuous operations of watering, weeding, cultivating, fertilizing, W have well developed root systems and be kept moist prior to and during A. Redwood sawdust, 0-1/4" in diameter, that is nitrogen stabilized by the hydraulic friction. Install lines in planting areas whenever possible. spraying, insect, pest, fungus, and rodent control, and any other operations to � LANDSCAPE IRRIGATION installation. Plants shall be nursery grown and of size indicated on Drawings. supplier, and contains a wetting agent. Also see note on planting plan E. Thread male PVC connections into metal female connections rather than the All plants not conforming to those requirements will be considered defective, assure good normal growth. W PART 1 - GENERAL opposite. removed from the site and replaced with acceptable new plants at the Contractor's 2.5 ORGANIC MULCH 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, Q F. Interior of pipe fittings, and accessories shall be kept clean at all times, expense. A. See Planting Plan herein specified, furnish and apply any additional fertilizers necessary to 1.1 WORK INCLUDED and all openings in piping runs shall be closed at the end of each days work or 3. Sod shall have a well developed root system. Yellowing, brown, diseased, 2.6 PLANTER SOIL MIX maintain plantings in a healthy, green vigorous growing condition during the otherwise as necessary to prevent the entry of foreign materials. Bending of maintenance period. O dried, or pest infested sod shall be rejected. Sod is to be cleanly mowed within A. See Planting Plan and Details. galvanized steel pipe will not be permitted. Install plastic pipe with the 3. Weeding, Cultivating and Clean Up: Planting areas shall be kept neat and free A. The work includes but is not necessarily limited to the furnishing of all 72 hours of delivery to the site. Sod is to be delivered to the site within 24 markings turned up to be seen from above until the pipe is buried. "Snake" the from debris at all times and shall be cultivated and weeded at no more than 10-day materials, equipments, and labor required to install a complete irrigation system. hours after being harvested and installed immediately after being delivered. Sod 2.7 BACKFILL FOR PLANT PITS n 1 o pipe in the trenches so that there will be a small amount of excess length in the intervals. V/ shall not be stored on the site overnight. Any sod delivered to the site that A. For native soils with 50% or more clay content - 75% topsoil and 25% organic line to compensate for contraction and expansion of the pipe. 4. Insect, Pest and Disease Control: Insects and diseases shall be controlled by \ J 1.2 GUARANTEE. The entire sprinkler system shall be guaranteed by the Contractor cannot be installed the some day shall be removed and not used on the site. amendment thoroughly mixed and incorporated together with no topsoil clods larger / G. Place backfill in 6" layers such that there will be no settling. The top 6" of the use of approved insecticides and fungicides. Moles, gophers, and other in writing to be free from defects in material and workmanship for a period of one 4. Ground cover is to have well developed roots and foliage. It is to be grown in than 1/2" diameter. In heavy clay soils or other soils with large clods this will /� year from acceptance of the work. The guarantee shall include repair of an trench soil is to be the top soil and soil amendment mixture. All backfill shall be free and delivered to the site in flats. rodents shall be controlled by traps, approved pellets inserted by probe gun, or ( � ) nl y p g p y require mixing the backfill in a stockpile at the site or at the supplier. For �L/ tV of rock and debris. Test pipe for leaks prior to backfilling joints. Obtain other approved means. settlement occurring within the guarantee period, including related damage to 1.3 SUBMITTALS soils with less clay content amend only the top 8" of the plant pit backfill as per Q approval of the owner's representative before backfilling joints. 5. Protection: Work under this Section shall include complete responsibility for paving, landscaping, or improvements of any kind. A. Provide the results of lab tests done on representative samples of existing the soils lab recommendations. maintaining adequate protection for all areas. Any damaged areas shall be U soils and imported soils to be used for the top 12" or more of landscape area. 3.4 INSTALLATION OF EQUIPMENT repaired at no additional expense to the Owner. 1.3 REVIEWS Tests are to be done by a reputable soils lab (i.e., Perry Lab, Watsonville or 2.8 FERTILIZER A. Flush lines clean prior to installation of valves, sprinkler heads, or hose 6. Replacements: Immediately replace any plant materials that die or are (D A. Request the following reviews prior to progressing with the work: (1) Layout Santa Clara Soil and Plant Lab). Samples to be tested are to be collected by lab A. Fertilizer needs and amounts will be based on the results of the soil test Q bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose damaged. Replacements shall be made to the Specifications as required for of system (2) Depth of lines prior to backfilling (3) Coverage adjustment of all personnel. Soil samples are to be tested for: • bibs, and other equipment as per the Irrigation Plan and details original plantings. v .heads, valve boxes and operation of system. 1. Particle size distribution (clay, silt, sand). B. Sod lawn areas (there is no lawn on the plan) 7. Hand Watering: Even when planting areas are watered with automatic O (calcium, magnesium), boron, sodium, pH level. 2. Agricultural suitability including any excess problems; i.e., salinity N 1.4 WATER PRESSURE 3.5 ELECTRICAL WORK irrigation, the soil surrounding the plant pits can be moist while the A. The line voltage work shall consist of connecting the controller to the nearest 2.9 PLANT MATERIAL SUBSTITUTES sawdust/sand root ball is dry. This can cause the plants to deteriorate or not A. Verify the existence of the minimum acceptable volume of water at the minimum 3. Fertility - amounts of available nitrogen, potassium, phosphorous, iron, available 115 volt supply. The line voltage connection shall be in conduit, in A. Substitutes will not be permitted except when proof is submitted that plants grow (even during the winter). The plants will do best (especially during the hot acceptable dynamic pressure as per plan at the point of connection at the earliest magnesium, copper, zinc, and boron. opportunity,, reporting insufficient volume and/or pressure to the Landscape accordance with local electrical code. Controllers mounted inside buildings can be specified are not available and then only upon approval of the Landscape Architect season) if they are hand watered deeply until their roots grow out into the PP Y P 9 / P P 4. Chemicals and/or poisons that would hinder plant growth. The owner is to plugged into outlets. The low voltage work shall include all necessary wiring from and Owner. surrounding soil. Architect. Contractor is responsible for cost of installation of pressure regulator decide if tests for poisons will be done since there is a small chance that any if pressure exceeds 80 psi. the controller to the automatic sprinkler valves, installed in accordance with the P P exist and the cost of testing for them is expensive and difficult. manufacturer's recommendations. A loop of extra wire, a minimum of eighteen (18) 2.10 OTHER MATERIALS 3.8 PRELIMINARY INSPECTION An interpretation of the test results and their affect on plant performance done by 1.5 UTILITIES inches long shall be provided at each automatic valve. Appropriate expansion loops A. Provide other materials, not specifically described but required for a complete A. As soon as all the planting is installed, the Contractor will request the he lab staff or an approved horticultural consultant should be included in the t shall be provided throughout the system to assure that no wiring will be under and proper installation, as selected by the Contractor subject to the approval of Owner's Representative (in writing) to make a preliminary inspection. The 30 A. Verify the location of all existing utilities and services in the line of work report. The Owner is responsible for the cost of initial testing and for any LANDSCAPE stress. the Landscape Architect. calendar day maintenance period will start when the work is approved. Replacement before excavating. Take all precautionary measures necessary to avoid damaging P y g additional chemicals and amendments that are required that are not already included / p y q pp Y SPECIFICATIONS B. All slices and connections on the 24 volt system shall be made using 3M DBY and/or repairs may be required for approval. The Contractor is to notify the Direct Bury Splice Kits, Rain Bird Pentite connector, or equal. in the Specifications or Drawings. Soils tests must be done as soon as possible Owner and the Owner's Representative in writing when the 30 day maintenance period and prior to ordering or installing soil amendments or plant materials. Plant PART 3 - EXECUTION 1.6 ELECTRICAL CONNECTION C. Wiring, wherever possible, shall be placed in the same trench with, and begins. alongside of, the irrigation main water line. Tape and bundle wire every ten feet. selections and soil amendment specifications are subject to change depending on the A. Verify existence of 110 Volt 20 Amp. circuit for irrigation controller (by .results of the soil tests 3.1 SURFACE CONDITIONS All wiring placed under paving shall be put in adequately sized Sch 40 PVC pipe 3.9 FINAL INSPECTION others) at location noted on plan for installation of controller. 5. If bidding is done prior to soil fertility tests, bid 6 cu yds. of nitrolized A. Examine the areas and conditions under which the work of this Section will be sleeves prior to paving operations. A. At least 5 days prior to the anticipated end of the maintenance period, the RWD sawdust and 16 lbs. of 12-12-12 fertilizer per 1000 sq.ft. tilled or dug into performed. Correct conditions detrimental to timely and proper completion of the D. Wire for 24 volt control lines shall be size #14 OF direct burial irrigation Contractor shall submit a written request for final inspection. The planting the top 6" to 8" of soil in all planting areas for bidding purposes only. Revise work. Do not proceed until unsatisfactory conditions are corrected. 6/10/22 wire. Unless noted differently on the plan, common grounds shall be white, size areas shall be weeded, neat and clean. The work shall be accepted by the Owner Date bid when results of soil fertility tests are obtained. B. Weed and Debris Removal - All ground areas to be planted shall be cleaned of #14 OF direct burial wire. For wire runs over 1000 feet consult with Landscape exclusive of the plant materials upon written approval of the work by the Owner's As Noted Scale Architect for wire size. Under no circumstances, on multiple controller all weeds and debris prior to any soil preparation or grading work. Weeds and Representative. installations, will a single common ground, shared by each controller, be debris shall be disposed of off the site. Drawn Greg permitted. Each controller shall have its own separate common ground wire. Job Sheet L7 of 8 Revision Community Develop par"6ATER-EFFICIENT LANDSCAPE CHECKLIST Landscape Documentation Package Checklist WATER BUDGET WORKSHEET Plan ing Di isio rtinoommunity Development Department Community Development Department LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 �CUPSRTINO AP R Cupertino, CA 95014 planning@cupertino.org 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 1 - PROJECT INFORMATION http://cupertino.org/planning Cupertino, CA 95014 planning@cupertino.org a] Case ## TM- 21-0 CUPERTINO http://cupertino.org/planning a Date - 6/23/22 R-20 b Applicant - Greg Lewis - Landscape Architect _ _ AIID�,, 'CERTIFIED/LICENSED PROFESSIONAL INFORMATION Approval I 1 -U I PART 1: PROPERTY INFORMATION c Project Address - 20860 McClellan - Lot 4, Cupertino pp _� (] � &COMPANYADDRESS PROJECT ADDRESS A.P.N.Approval Date 10/18/ 2�bMPANYGregory Lewis - Landscape Architect "° �'� 20860 McClellan - Lot 4, Cupertino d Total Landscape Area -2393 sf NAME LIC./CERT.# e Type of project -single family residential Signature Brlknne Hdrk nry I Pwis #2176 -6 2�� REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA g Checklist of all documents in package - see this page CD Ca5 M R-�RWIIL PHONE FOFG,��F° 45.3 2393 2393 SQ.FT. lewislandscape@sbcglobal.net (831 ) 359-0960 PROFESSI SQ. NALSEAL .FT. 0 SQ.FT. h Contacts of Applicant - N Owner - Lok Damiready * PART 2: PROPERTY& PROPERTY OWNER INFORMATION PART 2: SAMPLE HYDROZONE TABLE (925) 698-1727 Alok Damiready alok@soleez.com REGULAR LANDSCAPE AREA i "I agree to comply with the requirements of the water efficient landscape 0 HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF X LAND- ETWU " W C) FACTORMETHOD EFFICIENCY(IE) (PF/IE) AREA(SQ.FT.) SCAPE AREA ordinance and submit a complete Landscape Documentation Package CD 7756 Country Ln., Pleasanton, CA 925-698-1727 1 0.25 Drip 0.81 0.3086 1944 600.00 16,852 v U'; 20860 McClellan - Lot 4, Cupertino M 2 0.5 Drip 0.81 0.6173 203 125.31 3519 Q M PROJECT TYPE(CHECK APPLICABLE) WATER SOURCE W S a� New Potable 3 .25 Drip 0.81 0.3086 50 15.43 433 0- a) TOTAL LANDSCAPE AREA TURF PLANT AREA Q (.0 i6 ❑ Rehabilitated ❑ Recycled 4 .5 Drip 0.81 196 120.99 v LO o ❑ Non-Residential ❑ On-site captured rainwater 2393 SQ.Fr. 0 -SQ.FT p 0.6173 3398 Owner's Signature Date o Q ❑ Grawater 5 Z v WATER PURVEYOR NON-TURF 93TAREA SPECIAL LANDSCAPE AREA Q Ua A.APPENDIX B - WATER EFFICIENT LANDSCAPE WORKSHEET - SEE SHEET LO J SQ.Fr. SQ.FT. TOTALS (A)2393 (B) 862 (Y Cl PART 3: COMPLIANCE CHECKLIST �4,202 rn B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET Ll AND IRRIGATION PLAN - U) M Landscape Parameter Requirements Compliance SPECIAL LANDSCAPE AREA SEE SHEET L2, L3, L4 - TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area YES 1 � L no turf (No turf in non-residential area) El YES PLAN - see Civil Grading and Drainage Plans by civil engineer. O 0- Turf shall not be planted on slopes more than 25%. ❑ YES TOTALS (C) 0 (D) Q (z) 0 L ti All portions of turf areas shall be wider than ten(10)feet(unless irrigated with ❑ YES subsurface irrigation or low volume irrigation system). PART 3: WATER BUDGET CALCULATIONS DEFINITIONS The following items shall be submitted to the Director of Community Development (Y) + (z)24,202 < 36,965 MANrA 0 HYDROZONE:Put in hydrozone#,letter,or planting when a landscape project is subject to the requirements of this chapter, prior to final ETWU PLANTING AREA At least 80% (100% for non-residential area)of non-turf area shall consist of - ( ( ) description.(e.g.1,2,3;A,B,C;front porch,adjacent to driveway, native or low water use plants. YES front lawn,etc.) inspection PART 4: ETAF CALCULATIONS 0 PLANT FACTOR(PF):Use WUCOLS to determine Plant Factor. No invasive and/or noxious plant species shall be planted. YES Plant factors are 0-0.1 for very low water use plants,0.1-0.3 for low Average ETAF for Regular Landscapes = (B) _ (A) water use plants,0.4-0.6 for moderate water use plants,and 0.7-1.0 A.CERTI FICATE OF COMPLETION Plants with similar water needs shall be grouped within hydrozones.Each AYES for high water use plants. hydrozone shall be controlled by a separate valve. 0.36 (ETAF) < (0.55 for residential) • IRRIGATION METHOD:Overhead spray or drip • IRRIGATION EFFICIENCY(IE):0.75 for spray and 0.81 for drip B.CERTIFICATE OF INSTALLATION, FOLLOWING INSTALLATION OF LANDSCAPING SOIL MANAGEMENT Atleast4cu.yds.ofeompost,six(6)inches deep,shallbeapphed per 1X0 sq.&oflandscapearea. YES (ETAF) < (0.45 fornon-residential) ETAF:The maximum average EvapoTranspiration Adjustment Factor for residential properties,exclusive of Special Landscape A minimum three 3 inch layer of mulch shall be applied on all exposed soil Site-wide ETAF = B + D + A + C Areas,is 0.55 and for non-residential properties is 0.45;ETAF for ( ) Y pp p { ) ( ) C. IRRIGATION SCHEDULE surfaces of planting areas,except in areas of direct seeding application(e.g. - YES new and existing Special Landscape Areas shall not exceed 1.0. I"� 0.36 Site-wide ETAF ETo=evapotranspiration rate means the quantity of water hydro-seeding). evaporated from adjacent soil and other surfaces and transpired by plants during a specified time D.LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE Grading shall be designed to minimize soil erosion,run-off,and water waste. YES 0.62 is a conversion factor that converts acre-inches/acre/year to p IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or YES FORMULAS gallons/sq.ft./year. E.IRRIGATION AUDIT REPORT �?� No. 2176 ❑ no irrigation soil moisture sensor data and utilize a rain sensor. ETWU= ETo x 0.62 x (ETAF x Landscape Area) n Estimated Total Water Use I -� system Irrigation controllers shall be a type which does not lose programming data in YES r 4 0 2024 the event the primary power source is interrupted. MAY1 A = ETo x 0.62 x [(ETAF x Landscape Area) + ((1-ETAF) x SLA)] lter&W Deft Maximum Applied Water Allowance q�F 0 Page 1 of 1 IMWATER-EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org CUPERTINO http://cupertino.org/planning Landscape Parameter Requirements Compliance U IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the o dynamic pressure of the system is within the manufacturer's recommended YES n 1 pressure range. �LJ L Manual shut-off valves(such as a gate valve,ball valve, or butterfly valve) shall be installed as close to possible to the point of connection of the water supply. YES Q All irrigation emission devices must meet the requirements set in the ANSI (� standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter v Standard." All sprinkler heads installed in the landscape must document a N YES O distribution uniformity low quarter of 0.65 or higher using the protocol defined Y`� in ASABE/ICC 802-2014. Dedicated irrigation meters are required for non-residential projects with more YES W than1,000 sq.ft. of landscape area. this is single family residential > O T� WATER FEATURES Pool and spa covers shall be installed. N o 0 o I or spa ❑ YES n 1 Vn` ❑ pool Recirculating water systems shall be used for all water features. None ❑ YES U ❑ other: Q -9no water features Water features are limited to 10% of the landscaped area. None ❑ YES U W I am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects of O water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies with the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any • changes to the project will necessitate a new checklist. ('0000) O N ��ks �j 12312 2 El Landscaping is not Installed yet ❑ Applicant Comments ❑ Use additional paper if necessary ❑ LANDSCAPE DOCUMENTATION Staff Evaluation Staff Comments Approved ❑ Date 6/23/22 Scale As Noted J Not Approved Drawn Greg Permit# ❑ Job Sheet Sfef!ATURE DATE El Page 1 of 2 at 5 Water Efficient PlantingNotes Plant Legend Revision Community Development Department KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME 19 Plan qing Division — CupehinbESS THAN 25% OF PLANTING AREA IS TURF ON EACH LOT- ONLY LOTS 5 AND 6 HAVE LIVE LAWN. GALLONS RATING 'CUPSRTINO APPROVED d sca reenin 2 AT LEAST 80% OF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS 10�-�11 STREET TREE Case ## TM-2 21-006, 3 PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE SHALL BE CONTROLLED max. t PC - 24" box LOW Pistacia chinensis Chinese Pistache R-20 *040 t(DbeO45, BY A SEPARATE GROUP OF VALVES __ --- --- ---- — Min. height of installed replacement tree is 6 feet when planted RR - -015. -016, 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER PER 1000 SF OF 0 LN 0 0 0 0 F Order from nursery a long time in advance to be sure you can get them minimum height required Approval Bb 2t1cil PLANTING AREA SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL EXCEPT UNDER CANOPY OF EXISTING I LN LN LN LN SL I FRONT YARD AND ADDITIONAL TREES Approva I Date 10/18/22 V )E SAVED OR FOLLOW THE AMENDMENT AND FERTILIZER RECOMMENDATIONS OF A SOIL FERTILITY TEST AND LI - 24" box LOW Lagerstroemia Tuscarora Crape Myrtle TREES I Signature Briknne Harkousha oNini vcic FROM A SOIL LAB (HIGHLY RECOMMENDED) I I PC - 24" box LOW Pistacia chinensis Keith Davies Chinese Pistache Case Manager 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN N T Min. height of installed front yard and street trees is 6 feet when planted OS AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. USE VISION RECYCLING DARK BROWN MAHOGONY COLORED I Order from nursery a long time in advance to be sure you can get them minimum height required WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER MULCH APPROVED BY THE OWNER (PROVIDE SAMPLES) PRIVACY SCREENING SHRUBS 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE ADDITIONAL NOTES I S I LN - 15 10' max LOW Laurus nobilis Grecian Laurel w C)0 10 C _ � 7 SEE SHEETS L4 AND L5 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS IN FINAL CONSTRUCTION I I PG 15 10' max IVIED Podocarpus gracilior Fern Pine _ CD DRAWINGS WHEN THEY ARE DONE E01 Min. height of installed screen shrubs is 6 feet when planted 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, CIVIL, OR S Order from nursery a long time in advance t0 be sure you can get them minimum height required Q M SHRUBS STRUCTURAL ENGINEER UJ 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE MOST CURRENT I MC - 5 5' - 8' LOW Myrtus communis Myrtle Q C SET OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES I I LC - 5 4' - 6' LOW Loropetalum Razzleberry Or other maroon one Q 0) 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION COMPONENTS. DV I GROUND COVERS z NiSCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR BUILDINGS PRIVACY I� _ Q 21 SCREENING NOTES I DV SL I L 1 4' - 6' LOW Lomandra Platinum J CU 0 N - 1 3' - 6' LOW Nandina Gulf Stream Heavenly Bamboo 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE, MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT I a 7 I ,,, TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. DV DV - 1 3 - 6 LOW Dietes irridioides Fortnight Lily J 12 PRIVACY PLANTING: THE FINAL PRIVACY-PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING I o 0 I - SR 1 3' - 6' LOW Salvia Lipstick Red Salvia DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY SIZE PLANTING DISTANCE SHALL BE CONSISTENT WITH SECOND N [ SL - 1 3' - 6' LOW Salvia leucantha Santa Barbara Mexican Sage co THE CITY'S REQUIREMENTS. STORY LM - 1 3' - 6' LOW Lantana montevidensis purple Low Purple Lantana 0 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS PROPERTY TO CD INFORM FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION REQUIREMENTS 7 PG N LW - 1 3' - 6' LOW Lantana montevidensis white Low White Lantana 6 CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT N LP - 1 3' - 6' LOW Limonium perezii Sea Statice THAT IS 5 FT OR LESS FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO 00, - APPROVAL BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE 10 3 El LB 1 4' - 6' LOW Lomandra Breeze I - 1 - COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. I BF 1 4 6 LOW Bulbine frutescens 14 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE PRIVACY TREES AND � 3' LOW Chondropetalum tectorum Small Cape Rush �, C - 1 NEW FRONT YARD TREE a J - 1 3' LOW Juncus patens Elk Blue CA Gray Rush ° Lawn sod HIGH Turf tall Fescue sod with 2x4 rough redwood header board 15 CONTRACTOR SHALL REFER TO GRADING PLAN FOR SITE GRADING AND DRAINAGE INSTALLATION o I 16 THE CITY REQUIRED PRIVACY PLANTING SHRUBS AND THE REST OF THE LANDSCAPING ON EACH LOT WILL REDUCE 01 ° ° L Plant quantities are for planning purposes only. PG a Contractor to install all plants shown on plan and verify plant count. PRIVACY IMPACTS FROM EACH LOT TO THAT LOT'S NEIGHBORS I 10_ 3 10 Ask owner if he wants to increase any of the installed plant sizes ��� No. 2176 17 SEE SHEET L2 FOR TREE PROTECTION MEASURES AND PLAN INCLUDING TREE PROTECTION FENCING L J 6r 4 (pis 4 3o72024 a.6" t. o s b2 o N L N N Landscape Site Legend qTF of cA �� 1❑ Driveway Paving - Permeable interlocking concrete paver system N I capable of supporting vehicle traffic - manuf., series, pattern, and color to Lo be selected by owner 1 � aaa LP LP 2❑ Front yard walkway - Concrete or pavers, pattern and color to be ° 2nd story deck S I selected by owner. Q 7 LP U LPTT S I 3❑ Paving for side yard walkways natural gray color concrete.with no color O FL I N N I N i L added and score joints or conc. interlocking pavers as selected by owner. 4 Rear patios- Concrete or avers, pattern and color to be selected b Q SL p p Y L owner. Install score joints and expansion joints to control cracking if conc. ^ U LM L L L 1 is used. Use concrete steps, color to go well with pavers if pavers used. �L s � so O • LM ea so C C C C C C 5❑ Existing fence - Repair and or replace as needed � riv w y C (D so C C C 0 g-- Ll © Install new 3 foot wide gates with galy. hardware � C C C L Q� - ----- ----- 7❑ Install 6 foot high wood fence - vertical overlapping 1x8 or 1x6 RWD Q (, ✓r JT T T T T J or cedar with 2x4 RWD horiz. rails, 2x8 PT kicker, and 4x4 PT posts max. U JT J P J JT- 8' OC —.. O ® c.� e o 0 LI N LI - Front Yard Tree 9❑ cv "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for p g p —SD so s D 10 Min. 2 feet wide landscape strip for drainage swale along sides of the efficient use of water in the landscape design Ian" 6r� 1� s property Gregory Lewis - Landscape Architect Lic. #2176 6/23/22 — 11 3 feet wide gravel path/landing - 3" deep gravel with weed cloth and PLANTING 2x4 redwood header - gravel to be selected by owner PLAN Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series, pattern, and color to be selected by owner. This represents a front pedestrian path and should be a contrasting color and or pattern that goes well with the rest of the 6/24/22 driveway and matches the front walk paving if possible in pattern and Date Scale As Noted COIOr. Drawn Greg GARB Concrete or paver pad for Garbage and Recycle Bins min. 3' x7' Job 1 /8/Q _ 1 _O Sheet I I L I 0' 4' 8' of 8 Revision Community Development Department Plan ing Division — Cupertino 4CUPSRTINO APPROVED Case ## TM- 21-006 Advanced Tree Care 20860 McLellan Rd.,Cupertino Advanced Ave,Tree Card 2os60 McLellan ltd.,Cupertino R-200 Pre 5, 965 East San Carlos Ave,San Carlos May 25,2021 96�East San Carlos A San Carlos May?5, ?0Z1 R� ------ ----- — ----- — Approva I - f4p@4 15 -016,� CI� Tree Survev Trec Protection Plan Approva I Date0/18/22 I 1. The Tree Protection Zone(TPZ)should be deftncd with protective fencing.This should be Tree# Species II�BH HtlSp Con Rating Comments G ra v. Path t ' Signature Bri�nne Harkousha cyclone or chain link fencing on 1 /a' or 2"posts driven at least 2 feet in to the ground standing at 1 Douglas fir 12.3" 40120 40 Good health.poor conditjan,one sided. I least 6 feet tall.Normally a TPZ is defined by the dripline of the tree. I recommend the TPZ's Case Manager REMOVE Pseudulsuga met:ziesir unbalanced.Not Regulated as follows:- ti 04 2 Fig 9,6"(8-9" 12115 50 Good health,Fair condition,topped Freterspp Nut Regulated REMOVE I I Trec# 11:TPZ should be at 11 feet radius from the trunk of the tree In accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2161. 3 Persimmon 11 Z' 25/15 60 Fair health and condition REMOVE Diosrl vros.juponica Not Regulated � I Tree# 12:TPZ should be at 8 feet radius from the trunk of the tree in accordance with Type I Tree U 4 Walnut 14z, 15/20 10 Very poor health and condition REMOVE I Patio I Protection as outlined and illustrated in image 2.15-1 and 2 f6y. LU C) Juglans nigru Not Regulated Tree# I3: TPZ should be at 20 feet radius from the trunk of the tree closing on the sidewalk in U 5 tnts 10.0"( 1. lz/fU 60 Fair health adcanditian REMOVE I accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2 fnl M LO Citrus cplr Not Regulateed � I � I Q � 6 Aleppo pine 4.0" 60r50 5o Fair health and condition REMOVE Tree# 16:TPZ should be at 20 feet radius From the trunk of the tree closing on the sidewalk in W CO Pirrtrs hulepe3rsis Not Regulated I ; accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2 to c Qco 7 Monterey pine 33.2" 55140 5o Fair health and condition,topped. I I ` (� � o Pinu.r radiates .Nat Regulated REMOVE (n 0) CM & Montomy pinc 21.5" 50/20 45 poor health and condition.topped REMOVE n I I z U Firrus r•adiarcr Not Regulated I I ��' Q N J n U 9 Incense cedar 1 1.2" 3516 45 Poor health and condition M I oCU Calocednis decurr ens Not Regulated REMOVE � rn I (n cts 10 1ncence cedar 12-2" 3516 45 Poor health and condition ° Culvoc d"rs decurreas Not Regulated REMOVE I W � * Type 1 Tree Protection J CU .� 11 Coast live oak 8.0"/8.3"/S.1" 25119 60 Good health,poor condition, The fences shall enclose the entire area SAVE under the canopy drlpllne or TPZ of Y Quercee,e agrifealia codnatinant at 7',Regulated � I the tree(s) to be saved throughout the life O 12 Coast live Dale 12.3" 25/20 60 Ciuoci hcattlt,goer conditinn SAVE I I IMAGE 2.15.1 of the project, or until final Improvement Ur cp Quercus agrifolia Regulated I ° I Treo Prulectlon Fence at the arlpltng work within the area is required. typically W ti 13 Monterey pine 32.2" 50150 50 Fair health a near the end of the project{see Images and condition.neighlmr. SAVE 2.15-1 and 2.15-2). Parking Areas: If the (� Pinus radiara tree.riot Regulated I I fencing must be located on paving or 14 Citrus 4.7'/4.3"Cil?grade IW5 10 very poor health and conditiom almost REMOVE I o � I sidewalk that will not be demolished, the cilrzrs spp dead.Not Regulated posts may be supported by an appropri- ate grade level concrete base. 15 Irish yew 19.6"�?a grade 15115 30 Poor health and condition,codominant REMOVE Tu-rus haccalu at shade.Not Regulated 16 Dcudar cedar 31.3" 60/30 50 Good health.poor condition,topped, SAVE Cedrus deodara broken limbs,Regulated o � 17 Montrreypinc 33,0" W30 50 Fair health,poor condition,iliin..• 'l'7 REMOVE Pinlu radirla lopped,Nut Regulated o I IMAGE 2.15.2 I U I Tree Proles-bon Fence at the❑rlpflne 18 Stump I I I I 5 Pi♦ 6t. ° iP a g � 0 D No. 2176 I i ° ° I 4/30/2024 R—.,W Data �2b22 \P 0 I Advanced Tree Care 208601v1cLellan 17d.,Cupertino TF OF CALF � I965 East San Carlos Ave,San Carlos May 25.2021 Advanced Tree Care 20860 MrLellan lid.,Cupertino 965 East San Carlos Ave,San Carlos May 25,2021 T11 Cl- ° 2.An pruning and maintenance of the trees shall be carried out before construction begins.This p YP g S Tree Survev I I should allow for any clearance requirements for both the new structure and any construction I machinery. This will eliminate the possibility of damage during construction.The pruning Tree# Species DBH Ht/Sp Con Rating Comments J should be carried out by an arborist,not by construction personnel.No limbs greater than 4" o I Q 19 trtccnse cedar 17.5" 35120 40 Poor health and condition in diameter shall be removed. 1 GaloceJnrs decunens Not Regulated U Tree# 16 has a lot of dead wood and broken limbs.If this tree is to remain, this tree should be 2 r2 pruned for safe and clearances. _0 Douglas fir 2.5" 35,..{] U Dead � I p t7' 0 Rseudorsrrgrr nreiviesii Not Regulated � 21 Pittospotvm 4.5"(4.2"/S.I" 12/l5 70 Good health and condition l ----- I 3.Any excavation in ground where there is a potential to damage roots of 1"or more in diameter n l f rlllisPorunr lobira Not Regulates -- ---- --- L should be carefully hand dug. Where possible, mots should be dug around rather than cut. W n�11 N � W Summary: 4. If roots are broken,every effort should be made to remove the damaged area and cut it back to t p its closest lateral root. A clean cut should be made with a saw or pruners. This will prevent Tree#s 1,4,9, 10, 14, 15, 19 and 20 are either dead or in very poor health and condition and 20 FYS B any infection from damaged roots spreading throughout the root system and into the tme.r�l should be removed. ' U N 5.Do Not: t' O Tree#s 6, 7, S. 13, 17 are pines.Pines arc not Regulated trees. Pines arc not tolerant to a. Allow run off or spillage of damaging materials into the area below any tree canopy. construction impacts and even with all tree protection measures in place,they may decline further Permeables° h, Store materials, stockpile soil,park or drive vehicles within the TPZ of the tree, during the construction period and eventually become infested with beetles,which will ultimately Driveway \SD c. Cut,break, skin or braise roots,branches or trunk without first obtaining permission from the n > kill the trees. city arborist W so , d, AIlow fires under any adjacent trees. > 0 Tree# IS is a stump standing I foot tall JT N e. Discharge exhaust into foliage. —_ f, Secure cable, chain or rope to trees or shrabs. Tree# 13 is on the neighbor's property and should be protected during construction. \ter g. Apply soil steri lants under pavement near existing trees. — Tree#s 11, 12 and 16 are Specimen trees b merit of their size and species and should be \ter __---------------- p �' p � 6. Where roots are exposed, they should be kept covered with the native sail or four layers of wetted, U protected during construction JT JT JT IT JT JT JT T —JT JT JT JT- Untreated burlap.Rooks will dry out and die if left exposed to kite air for too fang laI The remainingtrees,#s 2,3, 5 and 21 are smaller trees that are not specimen trees and can be lot Z p 7. Route pipes into alternate locations to avoid conflict with roots removed if desired- (4) * O S i d ewes I k 8. Where it is not possible to reroute pipes or trenches,the contractor is to bore beneath the dripline of'the tree.The boring shall take place no less than 3 feet below the surface of the soil in order to �� 00 avoid encountering roots" " - N 0-49. Compaction of the soil within the dripline shall toe kept to a minimum t'`l Ifacccss is required to go so so s o through the TPZ of a protected tree.the area within the TPZ should be protected from compaction either with steel plates or with 4"of wood chip overlaid with plywood. 10,Any damage due to construction activities shall be reported to the project arborist or city arborist �.. — within 6 hours so that remedial action can be taken. 11,Ensure upon completion of the project that the original ground level is restored EXISTING N 6P � �r TREE j PLAN 4 1 P �t, Date 4/26/22 Scale As Noted CD Drawn Greg THERE ARE NO EXISTING TREES ON THIS LOT TO BE SAVED OR REMOVED _ Job 1 /(III— 1 1_OII Sheet I :::] L2 0' 4' 8' of 3 Revision Community Development Department Plan ing Division — Cupertino 1 O1_O11 4CUPSRTINO APPROVED ax. t Case ## TM- 21-006, R-20 * 0 Ptrn 5, --- — — --- -- — — R - %122--0115, -016, °L N ° ° ° ° Approval Ba 'C I LN LN LN LN Approval I Date 10/18/22 Signature Briknne Harkousha I r C/. Case Manager N Patio co co U � M a_ aco C) 0 v U p I zU � J n M � � � � w T) SECOND I occ I Privacy Screening Shrubs wco STORY �, KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME � ° I GALLONS RATING PG (D I PRIVACY SCREENING SHRUBS 00, 4 PG 4 15 10' max MED Podocarpus gracilior Fern Pine LN 5 15 10' max LOW Laurus nobilis Grecian Laurel Min. height of installed screen shrubs is 6 feet when planted. Min. size is 15 gal. Order from nursery a long time in advance to be sure you can 0 30 d get them minimum height required ° PG N No. 2176 I / - 6r Lu is 4 J30�� ��2024 s I 2 �P ° I qTF OF CA0 10< L\F�� N Cl- J 2nd story deck I Q U o CL L 4� N � U O Permeables° — Driveway s° > 0 --------------------------- ro EN ::10 0 rI W ✓r Q U \"r JT JT JT JT JT JT JT- —JT JT JT JT- rI .. _—..—..—_ 0 Sidewalk *--O C� o N U! 0-4 SD SD S D PRIVACY SCREENING N PLAN Date 6/24/22 Scale As Noted Drawn Greg Job 1 /Q 1 ,_O" Sheet I :::] L3 0' 4' 8' of 8 Revision Community Development Department Plan ing Division — Cupertino 1 rri ation Notes 'CUPSRTINO APPROVED WATER EFFICIENT LANDSCAPE CHECKLIST - IRRIGATION Case ## TM-2 21-006, 1 THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA AND UTILIZES A RR-20 *040to 5, RAIN SENSOR ----- Irrigation Legend Approval B� rLy5i1 -016, 2 THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE -- I KEY MANUF. MANUF. # DESCRIPTION PRIMARY POWER SOURCE IS INTERRUPTED ——Date 10/18/22 I r— ---- ---� D 10 - -Hunter HCC800PL 8 station Wi-Fi controller with 8 stations Signature Briknne Harkousha 3 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE Gray. Path i I Lb exterior wall mount with multiple Case Manager DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE I I I RANGE programing, cycle start, and calender program 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT OF � j HY 1 Hunter SOLARSYNC This controller will not operate irrigation during rain events System will adjust valve run times according to weather CONNECTION OF THE WATER SUPPLY I I I C 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, I Hunter PGV-ASV 075 3/4" antisiphon valve with 3/4" Amiad Filter, Senniger PR30Patio b w ASABE/ICC 802-2014 LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD''. ALL � o � pressure regulator, and adaptor to drip tubing = co o SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 I > I Run 3/4'' Sch 40 PVC pressure line from point of connection to valves Q 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE THAN 5000 I I 0 I A w v Manual brass ball valves same size as pressure line SQ.FT. OF LANDSCAPE AREA - this project has less than 5000 sq.ft. of planting area so one IS I I L6 N NOT required I I G v o Rainbird RWS-B-1402 Two .5 GPM bubblers at each tree - cn 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. THERE IS NO LAWN. I `� I L6 z C 8 SEE SHEET L6 AND L7 FOR DETAILS AND SPECIFICATIONS 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 6 GPM AT MINIMUM 55 P.S.I. AT THE I 1 I I cc POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT THE LANDSCAPE I I c 3/4" Nonpressure line - Sch 40 PVC 3/4" unless noted for larger � M ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME VALVES TO REDUCE THE FLOW I 535 I I 1" size - 12" of cover J THRU THE VALVES WITH MORE FLOW). IF PRESSURE EXCEEDS 75 PSI AT POINT OF I 0.3 1&1 HYD 4 •------ Pressure line - Sch 40 PVC : 3/4" unless noted for >' 3: CONNECTION INSTALL A WILKINS 600 1'' PRESSURE REGULATOR. THIS SITE HAS APPROX. ---- J SECOND Cl- I I smaller size - 18" of cover O � 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT VALVES TOO I I N O co CLOSE TO TREES. STAY 8' TO 10' AWAY IF POSSIBLE. DO NOT PUT PRESSURE LINES UNDER I STORY I PL LINES UNDER PAVING 0 TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF UNDER PAVING WHENEVER —••—••—••—••- Pressure line - 3/4 Sch 40 PVC 24 deep 0 POSSIBLE. I NP_ _ _ Non Pressure line 3/4" Sch 40 PVC 24" deep 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE OR AS SHOWN I /� H Min. req. dynamic psi at N I „—„—W. ••—•, Elec. control wire conduit 1-1/4" gray Sch 40 PVC 24" deep ON THE PLAN. INSTALL 3/4'' TEE AND A 3/4" BALL VALVE AND RUN 3/4" SCH 40 PVC TO VALVE I valve F E LOCATIONS. KEEP ANTI SIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED 6" TO 12" Hydrozone HYD 1 Lb Lb 3/4" PE drip tubing with compression fittings - see drip notes ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP VALVES OUT OF I o I Valve ID 3 35 I Tree drip irrigation PATHS. I I GPM flow .2.1 do 12 MAKE PROVISIONS TO ADD ENOUGH EXTRA CONTROL WIRE SO THAT ONE VALVE COULD BE ADDED AT EACH VALVE GROUPING IN THE FUTURE I I Lines under paving to be in sleeve 2x size of line 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE A I j LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE J I CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF INSTALLATION. I Verify controller location I os THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN IRRIGATION SCHEDULE FOR I c� with owner No. 2„gy MATURE PLANTINGS AND A LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. I N READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER EFFICIENT I I 4 30°2024 LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT I I I T 14 IRRIGATION RUN TIMES TO BE BETWEEN 8:00 PM and 10:00 AM UNLESS UNFAVORABLE WEATHER I Wl I OF CA, PREVENTS IT OR RENDERS IRRIGATION UNNECESSARY 15 DUE TO SOME COVID SUPPLY CHAIN SHORTAGES BE SURE AND ORDER IMPORTANT IRRIGATION I NPR COMPONENTS SUCH AS THE CONTROLLER, VALVES, SPRINKLER NOZZLES AND POP-UP BODIES j Cl- o WAY AHEAD OF THE TIME YOU WILL NEED THEM I HYD 3 2 35 l J J � — � 2nd stor dec NP Q y 1 .0 bu 1 35 "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for U Drip Irrigation Notes HYD 2 the efficient use of water in the landscape design plan 0.7 dri " NPR � � 1 ) SECURE LARGER 3/4" DRIP TUBING 1" BELOW GRADE WITH 7" OR 11'' U-SHAPED 160 d3�5 ••�• I 6(�9�1s o •0 STAKES 3 FEET ON CENTER OR CLOSER SO THAT THE TUBING CAN BE FOUND EASILY HYD 3 — — --- -- PL _ L Gregory Lewis - Landscape Architect Lic. #2176 6/23/22 BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. COVER TUBING WITH SOIL NP• Wl y 4� AND MULCH AND INSTALL MANUAL FLUSH VALVES AT ENDS OF TUBING AND MARK THEM SO THEY CAN BE FOUND EASILY. D Point of irri . connection U 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO MINIMIZE Sprlsll bras ball valve o • LENGTH OF SMALLER 1 /4 TUBING. SECURE EMITTERS ON 3/4 TUBING AT PLANT ROOT o BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF 1/4'' TUBING FROM EMITTERS TO Permeable-, PLANT ROOT BALLS. INSTALL STAKES ON 1/4'' TUBING AT 12" ON CENTER AND COVER Driveway Q� SD TUBING WITH 1" OF SOIL PLUS MULCH. 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF THE EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER THE ROOTBALL. �� p ------ - - 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN FLOW r�Jr JT JT JT JT JT JT -JT JT JT- BETWEEN 10 PSI AND 40 PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT AT STEM). _.._..__ CD USE AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE THE ONES THAT 1/4 Sidewalk �_O TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY HAVE A HIGHER DISCHARGE 0O RATE AT STARTUP REQUIRING LARGER PIPE SIZES. N EMITTER SCHEDULE: So SD S TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) LM,LW,LLP THREE 1 GPH EMITTERS AT MEDIUM SHRUBS DV,L,LC,N,BF,MC,C,SR,SL,LB,J N FOUR 1 GPH EMITTERS AT LARGE SHRUBS LN,PG WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME OVER ROOT BALL (NOT RIGHT ON STEM) AND SOME OUT IRRIGATION UNDER FUTURE CANOPY, SPACE EMITTERS EVENLY IN PLAN ROOT ZONE AREA. N FOR TREES ON DRIP INSTALL FIVE 1 GPH EMITTERS AROUND EDGE OF ROOT BALL AND ON ROOT BALL AND INSTALL FIFTEEN 1 GPH EMITTERS ON 2'X2' GRID UNDER FUTURE TREE CANOPY Date 6/24/22 Scale As Noted Drawn Greg Job 1 /8 11 1 1_011 Sheet I :::] L4 0' 4' 8' of 8 Revision Community Development Department Plan ing Division — Cupertino 'CUPSRTINO APPROVED 970 HYD 1 Case ## TM- 21-006, RR-202*040 PteuO451 — — — Approva 1 Ba o '5n -016, Approval I Date 10/18/22 Signature Briknne Harkousha Gray. Path Case Manager I CD I , I 0 Patio I M wM Q CD U') (° o CM U 0 z QCU N J n � C: U) Iwcu SECOND co co STORY ° I w ❑ a� c� o 196 HYD 4 I� V I �� No. 2176 I J 6r Lw is a 4/30/2024 t. b R24�22 qTF OF Paving In Front Yard Setbacks I I Hydrozone Summary Lot 4 I HYDROZONE - DESCRIPTION SQ.FT. % OF TOTAL IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% 168 HYD 1 I VALVES (front property line is more than 60 feet) I Q) HYD 1 - 3A DRIP, LOW WATER SHRUBS 1944 81% TOTAL AREA IN FRONT YARD SETBACK = 1260 SF 2nd story deck I Q HYD 2 - 1 DRIP,MED WATER BIORETENTION 203 9% U All paving in fysb is pervious (permeable) Al There is 0% impervious paving in the front yard setback I HYD 3 - 2 BUBBLER, LOW WATER TREE 50 2%A Z- L � 620 HYD 1 ° HYD 4 - 5 DRIP, MED WATER SHRUB 196 8% 4� Q 186 HYD 1 20' FYSB TOTALS 2393 100% � U N o �L Permeables° — L Driveway ---So Q� s° > O g— ✓T y - 2 HYD 3 4� y - __-____-- - --------- - - - - Q U \JT JT IT J JT IT J T IT JT JT- N L_L_ i l 203 HD 2 CDd ew ak ' — �-O °O 0 N N SD SD S D 711111 HYDROZONE PLAN N FRONT YARD SETBACK IMPERVIOUS PAVING AREA Date 6/24/22 Scale As Noted Drawn Greg �1 Job 1 /� 1 ,_O'� Sheet I :::] L5 0' 4' 8' of 8 Revision Community Development Department Plan ing Division — Cupertino Use bolt on lid 'CUPSRTINO APPROVED Mark lid with "irrig. Gate Valve" Use bolt on lid ArborTie nailed to stake Case ## TM- 21-006, Gate valve or water meter Mark lid with "Drip Flush Valve" 2°dia.Lodge Pole or equivalent- 18" R-20 0 P0' 5, same size as pressure line r d Flush Valve in solid ground placed outside rootball lumb Approva I B ` - Iy -015� -016, PVC Male Adapter ArborpTie nailed to stake -� O ��� MI t x Slip Approva I Date 10/18/22 I I p p I I I Mulch (3"deep) pulled 3 inches away Signature Briknne Harkousha Sch 40 PVC pressure line = from trunk Top of rootball to be 2 inches above Case Manager CD I I I I II surrounding soil level ti — — ro h berm for water basin at edge of 1 a o PE drip tubing buried deep o � roof gball. Install tree bubblers inside water basin Run next to rootball of each plant = Bricks under valve See drip irrig. notesco U 3" deep gravel box corners Space emitters evenly around plant 6'' deep gravel w 10) 2" clearanc on top of and at edge of root ball ~ °' Agriform Plant Tablets 21 gram 2 M Use as little 1/4" tubing as possible 7M Backfill-native soil co Manual Gate Valve A = — Plant pit to be 3 times wider than the plant Q Drip Emitter and Flush Valve NO Scale C IIII II container-it's not shown to scale on dwg W � C _ o cu LO No Scale a Q Mulch IIII— I IIII— z Q Lateral - nonpressure line — Q 3/4" Drip Tubing next = = IIII _ L) 12 cover to rootball of each plant 1) 8-12 hours before installation,water all plants while still in contciners sufficiently to W in 18" 12" Main - pressure line - 18" cover Emitters thoroughly wet root balls 2) Dig hole at least 2"less deep than the container and 3 times wider than the 2 emitter _ OF direct burial wire 24 V - tape )ant diameter of the container the plants were delivered in. J — �- and bundle wire eve 10 feet p 3) Gouge holes in the side of the plant pit-2 holes per sq.ft.of wall surface � � every short 1/4 tubing IIII IIII 4) Remove rootball carefully from container with support from below. Sever any circling � ` Use 6" deep sand bedding and 6" 4 emitter roots (3/16"dia.or greater)with sharp knife. Do not pull roots apart. The severing of large 0 ti IIII deep sand backfill in rocky soils plant roots will encourage new roots at the cuts. Install enough backfill under root ball so top of rootball ends up 2"above grade of surrounding soil when it settles. Install some of fertilizer W Snake lines in all trenches ` 1 emitter packets under root ball. 0 plant 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel Vehicle paving handle or feet being careful not to disturb root ball When plants are installed on a 6) Put Agriform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole All lines to have min. 24" cover slope locate most of emitters (5 tablets per 15 gal.or 5 tablets per 1 inch of caliper width. Fill the remainder of the hole 24" I I under vehicle paving with 6 with backfill and pack it. on the up slope side of the plant compacted sand bedding and 7) Water tree thoroughly by filling the basin and allowing the water to percolate in,doing compacted sand backfill FOLLOW DRIP IRRIG. NOTES this 3 times or more until root ball and backfill is wet Provide minimum 3" clearance 8) Install stakes such that the stakes and the tree ties won't damage the tree and the h: == Drip Emitter Placement at Shrubs/ stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below 6" between lines F branches that could be rubbed by stakes. Install stakes so they are straight up and don't No Scale Ground Covers lean in to each other IIII I I Tree Planting Trenches/Lines No Scale B O 4-INCH GRATE(INCLUDED) �p�1D No ScaleSCgpF OBUBBLER:SEE IRRIGATION LEGEND (INCLUDED) No. 2176 1 2 3 4 Mulch 3"deep) pulled 2 inches away from stems J (rP�J15 Valves for spray sprinklers do not require filter and regulator O3 ROOT WATERING SYSTEM: Combination atmospheric vacuum breaker/ SEE IRRIG.LEGEND FOR MODEL SPECIFIED Temporary 4 O'2024 awNa Rl Data. (INCLUDES BUBBLER 4"high berm for water basin at edge of root ball 10 24 22 control valve with flow control and with or WITH RISER,GRATE,SWING ASSEMBLY, without auto. control as noted on plans : 1/2"MALE NPT INLET,AND BASKET Slow release Agriform plant tablets gTF�FCAL�Ep�� III 1 gal plant-2 tablets per plant per Filter Water proof connectors such as DBI t 0 0= O FINISH GRADE = 51g5 al gallant plant tablets09 fill tablets pertant plant o 5 O OPTIONAL PEA GRAVEL IIII 7` Backfill-native soil 0 0 OR RWS SAND SOCK(RWS-SOCK) — b o- 6 Bottom of antisiphon valve minimum 6" FOR SANDY SOILS jr— above highest downstream sprinkler 7 Os 1/2-INCH PVC SCH 80 NIPPLE(INCLUDED) Native soil dug out 2 times depth of container Regu at or emitter 8 1/2-INCH 90-DEGREE ELBOW(INCLUDED) = III I III 1= Plant pit at least 3 times diameter of container Q O 12-INCH SWING ASSEMBLY 1) 8- 12 hours before installation,water all plants while still in containers sufficiently (INCLUDED) to thoroughly wet root balls U O1/2-INCH MALE NPT INLET(INCLUDED) 2) Dig the plant hole at least 3 times the dia.and 2 times the depth of the plant container. Sch 80 PVC risers 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be O T o PVC SCH 40 TEE OR EL such that when the plant is installed and settled it will be slightly above grade of existing i 2 T i i o s 8LATERAL PIPE soil. Fill hole with water. 4 Remove rootball careful) from container b tapping out,not pulling out b the stem. To sprinklers Sch 40 PVC pressure line and OF direct C!� �2 4-INCH BASKET WEAVE CANISTER(INCLUDED) ) Y Y pp g p g Y p burial control wires as per specs. Scarify rootball walls In 3 vertical cuts and bottom to 1/2 deep,or by cutting roots of 1/2"or larger with shears. Do not pull roots apart. Q 5) Install fertilizer packets under rootball of plant. Set rootball on prepared surface and Tree Bubblers G fill hole to 1/2 the depth,tamping soil around rootball. Fill hole with water. U No Scale 6) Fill the remainder of the hole with backfill and pack it but do not tamp rootball. Auto. Antisiphon Valve 7) Make the water basin. O 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the with Filter and Regulator for Drip water to percolate in,doing this 3 times or more until root ball and backfill is wet om No Scale 9) Install mulch W Shrub Planting Install as per local code and manuf. instructions - Secure No Scale Q U controller to wall with suitable anchors as approved by U inspector Controller- see legend on irrig. plan W —+_ O Weather proof 120 V junction box ' — *_O 00 Electrical conduit and wire from source of power O N Electrical conduit for 24 volt conductors Paint exterior conduit to match building wall. Minimize appearance of conduit visible on wall. Sweep ells OF direct burial wires This controller will be installed outside LANDSCAPE DETAILS Wall Mount Controller D No Scale Date 6/24/22 Scale As Noted Drawn Greg Job Sheet of 8 Revision GE ERAL�ONDIT�ONS - SOIL PREPARATION, PLANTING, AND IRRIGATION PART 2 - PRODUCTS Community Development epa me nt 3.6 TESTING 1.4 GUARANTEE C. Contaminated Soil - Do not perform any soil preparation work in areas where Y ASSURANCE: soil is contaminated with cement, plaster, paint or other construction debris. Plan ing Division - C�pe��h�'d 2.1 PIPE A. All testing shall be done in the presence of the Owner's Representative. A. Trees shall be guaranteed 1 year - all other plant material 120 days following A. Use adequate numbers of skilled workmen who are thoroughly trained and Bring such areas to the attention of the Owner's Representative and do not proceed �CUPERTINO A. Plastic pipe is to be polyvinyl chloride, marked 1120-1220, and bearing the Center-load all pipelines with clean soil approximately every four feet to resist final acceptance. Any plant material needing replacement because of weakness or APPROVEDexperienced in the necessary crafts and who are completely familiar with the until the contaminated soil is removed and replaced. seal of the National Sanitation Foundation. Use Schedule 40 polyvinyl chloride, hydraulic pressures, but leave fittings exposed for inspection. Piping under probability of dying will be replaced with material of similar type and size to Case ## TM-2 21-006 specified requirements and the methods needed for proper performance of the work of D. Moisture Content - Soil shall not be worked when moisture content is so great type I-II fittings bearing the seal of the National Sanitation Foundation, and paving shall be tested before paving is in place. Install a 0 to 160 P.S.I. gauge that of the surrounding area. The replacement plants will have the same guarantee ��11 ,,,.�,,� s section. that excessive compaction will occur, nor when it is so dry that dust will form in R-20 4µ�r7�' complying with ASTM D2466 for pressure line and also for any water lines under on lines to be tested. All valves shown on Plans shall be in place and shall be in as the original plants or trees, starting the day of their replacement. The It is the Contractor's responsibility to verify all information contained in the closed position. Mains shall be tested at 100 P.S.I., and laterals at 65 Contractor is not responsible for losses due to vandalism if he has taken the air or that clods will not break readily. Water shall be applied, if M6 .10 2 - 15. -01� asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger P PA rovaI CI1 t 6 plans and specifications and to notify the Architect of any discrepancy prior P.S.I. If available static water ressure is under 100 P.S.I., rovide suitable reasonable measures for rotection of the lants. necessary, to bring soil to an optimum moisture content for tilling and planting. pp y�l��u'1 pipe is specified in the irrigation legend. For joining, use a solvent complying P P P P Approval I Date 1 /1$LL/2JJ2 to ordering products or commencing with the work. with ASTM D2466 and recommended b the manufacturer of the approved pipe. Pie is pump for tests. Fill pipelines slowly to avoid pipe damage, and bleed all air from Y PP P P P 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT tend ve,ify dimensions, reporting any variations to the Architect before to be continuous) and permanently marked with the manufacturer's name, pipe size, lines as they are being filled. After closing valve at water source, mains shall 1.5 PRODUCT HANDLING Y P Y P P A. Request a review by the Owner's Representative to verify specified limits and Signature Brl nne Harkousha proceeding with the work. schedule number, type of material, and code number. hold 100 P.S.I. gauge pressure for two hours with no leaks. Laterals are expected A. Protect plants before and during installation, maintaining them in a healthy grades of work completed to date before starting soil preparation work. Place Case Manager B. Galvanized steel pipe is to comply with ASTM A120 or ASTM A53, galvanized, to have minor seepage at multiple swing joint assemblies. Major leaks are not condition. Application(s) of anti-dessicant may be required to minimize damage. topsoil as required to obtain an 12" minimum depth of topsoil or as noted otherwise It- 1.2 CONTRACTOR COORDINATION Schedule 40, threaded, coupled, and hot-di galvanized. Use 150 lb. rated acceptable. Laterals shall be tested for one hour at 65 P.S.I. solely to reveal The Contractor is responsible for vandalism, theft, or damage to plant material N P P 9 on the Plans. (Topsoil may already exist in the planting areas). Integrate � A. It is the responsibility of the Landscape Contractor to familiarize himself galvanized malleable iron, banded pattern fittings. Wrap all galvanized pipe below any piping or assembly flaws. The laterals are not expected to hold gauge until commencement of the maintenance period. topsoil layer into subsoil or existing compacted topsoil layer b ripping. P Y 9 P P Y Y PP g• with all grade differences, location of walls, retaining walls, etc., and to grade with 2" wide, 10 mil. plastic wrapping toe 50 Scotch wrap or equal). pressure. For testing laterals, cap risers or turn adjusting screws on nozzles to 9 9 9 P PP 9 P (# PComplete rough grading as necessary to round top and toe of all slopes, providing � coordinate work with the General Contractor. C. Drip tubing is to be as noted on plans. Use compression fittings. the "off" position, as appropriate. Repair any flaws discovered in mains or 1.6 REVIEWS naturalized contouringto integrate newt graded area with the existing topography. 9 Y9 9 U laterals, then retest in same fashion as outlined in presence of the Landscape A. Request the following reviews by the Owner's Representative at least three (3) Verify that rough grading is completed in accordance with civil engineering LLI 2.2 CONTROL WIRE Architect until all lines have been approved. Provide required testing equipment days in advance (in writing): (1) Rough grading (of landscape area) (2) Soil drawings and/or any landscape grading drawings. Break through any compacted layers = co 1.3 DIMENSIONS AND SCALE A. Use type OF direct burial wire minimum size 14, copper, U.L. approved for and personnel. test (3) Verification of incorporation depths (4) Finish grade (5) Plant M YP # PP PP of subgrade material (sometimes left from building or paving pad compaction) that 0 o A. Dimensions are to take precedence over scale at all times. Large scale details irrigation control use for runs of 1000 feet or less. For longer runs consult with material quality approval (6) Plant material layout (7) Plant pit sizes (prior will not allow water in planting areas to percolate through, causing a boggy, over LO are to take precedence over those at small scale. Dimensions shown on plans shall 3.7 SYSTEM ADJUSTMENT to planting lants 8 Preliminary inspection 9 Final inspection 5 day Q c`"> Landscape Architect. Use 3M DBY Direct Bury Wire Splice Kits or dry splice type P 9 plants) ( ) Y P ( ) P ( Y saturated soil condition. You may have to use a backhoe or rotohammers to break up --� � be adhered to insofar as it is possible, and no deviation from such dimensions A. The entire sprinkler system shall be properly ad justed before final acceptance. advance notice required) LLI wire connectors at splices. No underground splices will be allowed without a P Y P P Y J P q ) and turn soil to a minimum depth of 12". If proposed planters are in areas ofco shall be made except with the consent of the Architect. The Contractor shall slice box. Adjustments shall include but not necessarily be limited to: (1) Adjustment of o P existing paving or baserock, remove at least 12" of material and bring in top soil Q verify all dimensions at the site and shall be solely responsible for some or arc and distance control devices on sprinklers, including changing nozzle sizes if PART 2 - PRODUCTS U (0 °' up to grade required by grading plan. Rough grading in planting areas is to be o -0 deviations from same. 2.3 OTHER MATERIALS necessary to assure proper coverage of planted areas. (2) Relocation or addition rn� such that when amendment is incorporated and the mulch is installed, the grade will � � A. Provide other materials, not specifically described but required for a complete of sprinkler heads if necessary to properly cover planted areas, without causing 2.1 TOPSOIL z P Y q P be +- 1" to finish grade. U fl 1.4 LAWS AND REGULATIONS and proper installation, as selected b the Contractor subject to the approval of excessive water to be thrown onto building, walks, paving, etc. (3) Throttling of A. Native topsoil or import landscape soil Q N cC6i P P Y J PP B. Soil Preparation: (1) Distribute soil (organic) amendment and fertilizer in J A. The Contractor shall conform to and abide by all city, county, state and the Architect. automatic valves as necessary to operate sprinklers at manufacturer's recommended U the amounts recommended by the soils lab over all planting areas unless noted w federal building, labor and sanitary laws, ordinances, rules, and regulations. pressure. (4) Adjustment and testing of all automatic control devices to assure 2.2 NATIVE TOPSOIL otherwise on the Plans. (2) Rip and/or till the amendment and fertilizer into the their proper function, both automatically and manually. (5) Installation of A. Native soil on site without admixture of subsoil, free from rocks over two CZ top 6" to 8" of soil until they are thoroughly mixed in. Hand work areas uJ 1.5 LICENSES AND PERMITS pop-up heads anywhere there is a chance of pedestrians or vehicles hitting heads cubic inches, debris, and other deleterious material. Native topsoil is to be J inaccessible to mechanical equipment. (3) Moisten to uniform depth for settlement >, A. The Contractor shall give all notices and procure and pay for all permits and PART 3 - EXECUTION even if pop-ups are not shown on the plan. (6) Installation of check valves to stripped, stockpiled, and reinstalled. >_ co and regrade to establish elevations and slopes indicated on Drawings. licenses that may be required to complete the work. keep sprinkler head drainage from eroding landscape areas, wasting water, or 0 � 3.1 SURFACE CONDITIONS creating soggy spots in the landscaping. 2.3 IMPORT LANDSCAPE SOIL (,r 1.6 SUBMITTALS A. Examine the areas and conditions under which the work of this Section will be A. Import landscape soil must be tested and meet the following specification: 3.3 FINISH GRADING LJJ M A. At the request of the owner or the Landscape Architect, submit manufacturer's 3.8 AS-BUILT DRAWINGS AND INSTRUCTION 1. TEXTURE: A. The Contractor shall make himself familiar with the site and grading plans and ti performed. Correct conditions detrimental to timely and proper completion of the (� and/or supplier's specifications and other data needed to rove compliance with the Sandy loam to loam do finished grading in conformance with said Plans and as herein specified. / PP P P P work. Do not proceed until unsatisfactory conditions are corrected. A. Regularly update a print of the system noting any changes which are made by points between es l l l if shall b h d t sa e uniform eves or so di i i th t d otherwise indicated Grades no specified requirements including certificates stating quantity, type, composition, dimensioning features below grade from surface features with at least two 2. GRADING: B. P P weight, and origin of all amendments, chemicals, import soil, planter mix, plants, SEIVE SIZE PERCENT PASSING SIEVE where elevations are given or between points established by walks, paving, curbs, 9P P P 3.2 EXCAVATION dimensions. Prior to final approval, give the Owner 2 copies of clean blueprints and irrigation equipment used on the site. 25.4 mm (1") 95 - 100 or catch basins. Finish grades shall be smooth, even, and on a uniform plane with gA. Trenches may be excavated either by hand or machine, but shall not be wider marked to show changes during construction. The most important features to mark on than is necessary to lay the pipes. Care should be taken to avoid damage to the plan are valves, pressure lines, wires, and hose bibs. 9.51 mm (3/8") 85 - 100 no abrupt changes of surface. Minor adjustments of finish grades shall be made at 53 Micron (270 mesh) 10 - 30 the direction of the Landscape Architect, if required. 1.7 PRODUCT SUBSTITUTIONS B. After the system has been completed, inspected, and approved, instruct the P q existing water lines, utility lines, and roots of plants to be saved. Y P P PP 3. CHEMISTRY - SUITABILITY CONSIDERATIONS: C. All grades shall provide for natural runoff of water without low spots or A. Any product substitutions shall be requested in writing. The Landscape B. Minimum depth of cover for buried pipelines shall be: 1. Eighteen (18) inches Owner's maintenance personnel in the operation and maintenance of the system. Give g P P Architect must approve or refuse any substitutions in writing. Lack of written the Owner completed warrant cards for the irrigation equipment and ke s to a. Salinity: Saturation Extract Conductivity (ECe x 103 @ 25 degree C.) Less pockets. Flowline grades shall be accurately set and shall be not less than 2% for mainline pressure piping. 2. Eighteen (18) inches for 24 volt wiring from P y gy than 4.0 gradient wherever possible. Grades shall slope away from building foundations approval will mean the substitution is not approved. Any difference in cost to the controllers to remote control valves. 3. Twelve (12) inches for lateral controllers and hose bibs. 9 P P Y 9 Contractor of a less expensive substitution shall be credited to the Owner's b. Sodium: Sodium Adsorption Ration (SAR) Less than 9.0 unless otherwise noted on Plans. All finish grades (top of mulch) are 1" below distribution lines. 4. Twenty-four (24) inches, minimum cover, with 6" sand c. Boron: Saturation Extract Concentration Less than 1.0 PPM finish grade of walks, pavements, curbs, and valve boxes unless otherwise noted. bedding and 6" sand cover for any pipe or wire sleeve under A.C. paving. SOIL PREPARATION AND PLANTING d. Reaction: pH of Saturated Paste: 5.5 - 7.5 C. Under existing paving, piping may be installed by jacking, boring, or hydraulic e. Lime: less than at by weight 3.5 MULCHING 1.8 ERRORS AND OMISSIONS driving except that no hydraulic driving will be permitted under asphalt concrete PART 1 - GENERAL 9 P Y 9 P P A. Recultivate soils compacted by planting or other operations and smooth the A. The Contractor shall not take advantage of any unintentional error or omission pavement most pipes and sleeves under A.C. paving are to be installed prior to 4. PESTS: P ( P P P 9 P soil areas prior to applying mulch. Mulch all planting areas to a depth as noted �1DSCgpF in the drawings or specifications. He will be expected to furnish all necessary 1.1 DESCRIPTION a. The population of any single species of plant pathogenic nematode: fewer than installation of the paving). Where cutting or breaking of existing pavement is on plans. This depth should be as per the plans even after being settled and �� materials and labor that are necessary to make a complete job to the true intent A. The work includes, but is not necessarily limited to, the furnishing of all 500 per pint of soil. � No. 2176 necessary, secure permission from the Architect before cutting or breaking the y g stepped on 30 days after installation. Water lightly to settle mulch. Do not v and meaning of these specifications. Should there be discrepancies in the drawings pavement, and then make necessary repairs and replacements to the approval of the materials, equipment, and labor required to do the installation and complete 5. ORGANIC MATTER ors specifications, the contractor shall immediate) call the attention of the bury ground cover with mulch. Place and settle mulch in such a way that it does P Y n Architect and at no additional cost to the Owner. placement of topsoil, fine grading, soil conditioning, and planting. a. Soil is to have 5% to 10% organic matter at below 18 inches in depth. not get washed onto paving or block drain swales or inlets. Architect to some and shall receive the complete instructions in writing. Soil is to have less than 30% organic matter at 0 to 18 inches in depth b/24/22 Q Organic matter to be less than 1" dia. Do not use mushroom compost. -� �i7- 3.3 INSTALLATION OF PIPE 3.6 WEED CONTROL F FO 1.9 INSPECTIONS/REVIEWS DEFINITION 1.2 QUALITY ASSURANCE No noxious weeds are allowed. OF CALF A. Handling and assembly of pipe, fittings, and accessories shall be by skilled A. The Contractor is responsible for pre-emergent weed control. Follow the A. Inspection or observation as used in these specifications means visual A. Plant Identification and Quality 6. FERTILITY CONSIDERATIONS: tradesmen using methods and tools approved by the manufacturers of the pipe and manufacturer's directions. The Contractor is responsible for the replacement of observation of materials, f 1 equipment, or construction work on an intermittent basis . Plants are to be true to name, with one o each bundle or lot tagged with the a. Soil is to contain sufficient quantities of available nitrogen, phosphorous, any plants (other than weeds) that are hurt or killed due to the misuse of weed equipment and exercising care to prevent damage to the materials or equipment. to determine that the work is in substantial conformance with the contract name of the plants in accordance with standards of practice of the American potassium, calcium, and magnesium to support normal plant growth. In the event of documents and the design intent. Such inspection or observation does not B. Metal pipe threads shall be sound, clean cut, and cored to full inside Association of Nurserymen. In all cases, botanical names take precedence over control products or use of the wrong product. Clay soils can increase the affect g p Y P nutrient inadequacies, provisions shall be made to add required materials to diameter. Threaded joints shall be made up with the best quality pure joint of certain pre-emergents. Adjust the application rate accordingly. Some owners constitute acceptance of the work nor shall it be construed to relieve the common names. overcome inadequacies prior to planting. contractor in any way from his responsibility for the means and methods of compound carefully and smoothly placed on the male threads only 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, 7. COMPACTION may prefer hand weeding to chemical weed control although it is usually more construction or for safety on the construction site. Inspection or observation C. On plastic threaded connections use the sealer recommended by the manufacturer throughout the system. eggs, larvae, excessive abrasions, sun scalds, or other objectionable a. Compact the soil enough so it doesn't settle more when walked on and not expensive. ! 1 will be done by the Landscape Architect only if requested by the owner in writing. disfigurements, and shall conform to the standards as outlined by the California significantly over time where the flow of drainage will be affected or soil needs to be `J This service will require a written contract for additional fees. of the plastic valve or fitting. Do not use paste sealer products on plastic Association of Nurserymen. Tree trunks shall be sturdy and well "hardened off". added. Don't over compact or work soil when it has too much moisture. 3.7 MAINTENANCE valves. Tighten plastic threaded connections with light wrench pressure only. All plants shall have normal well developed branch system, and vigorous, fibrous Dig bottom layer of import soil into existing soil. Compact in 6 inch lifts. A. Maintenance shall begin immediately after each plant is installed. � O D. Connections and controls shall be functionally as shown on the drawings, but B. Maintenance will include: root systems which are not root bound. Ground cover plants (rooted cuttings) shall 2.4 ORGANIC SOIL AMENDMENT ^ ` physically shall be the most direct and convenient method while imposing the least 1. Continuous operations of watering, weeding, cultivating, fertilizing, W have well developed root systems and be kept moist prior to and during A. Redwood sawdust, 0-1/4" in diameter, that is nitrogen stabilized by the hydraulic friction. Install lines in planting areas whenever possible. spraying, insect, pest, fungus, and rodent control, and any other operations to � LANDSCAPE IRRIGATION installation. Plants shall be nursery grown and of size indicated on Drawings. supplier, and contains a wetting agent. Also see note on planting plan E. Thread male PVC connections into metal female connections rather than the All plants not conforming to those requirements will be considered defective, assure good normal growth. W PART 1 - GENERAL opposite. removed from the site and replaced with acceptable new plants at the Contractor's 2.5 ORGANIC MULCH 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, Q F. Interior of pipe fittings, and accessories shall be kept clean at all times, expense. A. See Planting Plan herein specified, furnish and apply any additional fertilizers necessary to 1.1 WORK INCLUDED and all openings in piping runs shall be closed at the end of each days work or 3. Sod shall have a well developed root system. Yellowing, brown, diseased, 2.6 PLANTER SOIL MIX maintain plantings in a healthy, green vigorous growing condition during the otherwise as necessary to prevent the entry of foreign materials. Bending of maintenance period. O dried, or pest infested sod shall be rejected. Sod is to be cleanly mowed within A. See Planting Plan and Details. galvanized steel pipe will not be permitted. Install plastic pipe with the 3. Weeding, Cultivating and Clean Up: Planting areas shall be kept neat and free A. The work includes but is not necessarily limited to the furnishing of all 72 hours of delivery to the site. Sod is to be delivered to the site within 24 markings turned up to be seen from above until the pipe is buried. "Snake" the from debris at all times and shall be cultivated and weeded at no more than 10-day materials, equipments, and labor required to install a complete irrigation system. hours after being harvested and installed immediately after being delivered. Sod 2.7 BACKFILL FOR PLANT PITS n 1 o pipe in the trenches so that there will be a small amount of excess length in the intervals. V/ shall not be stored on the site overnight. Any sod delivered to the site that A. For native soils with 50% or more clay content - 75% topsoil and 25% organic line to compensate for contraction and expansion of the pipe. 4. Insect, Pest and Disease Control: Insects and diseases shall be controlled by \ J 1.2 GUARANTEE. The entire sprinkler system shall be guaranteed by the Contractor cannot be installed the some day shall be removed and not used on the site. amendment thoroughly mixed and incorporated together with no topsoil clods larger / G. Place backfill in 6" layers such that there will be no settling. The top 6" of the use of approved insecticides and fungicides. Moles, gophers, and other in writing to be free from defects in material and workmanship for a period of one 4. Ground cover is to have well developed roots and foliage. It is to be grown in than 1/2" diameter. In heavy clay soils or other soils with large clods this will /� year from acceptance of the work. The guarantee shall include repair of an trench soil is to be the top soil and soil amendment mixture. All backfill shall be free and delivered to the site in flats. rodents shall be controlled by traps, approved pellets inserted by probe gun, or ( � ) nl y p g p y require mixing the backfill in a stockpile at the site or at the supplier. For �L/ tV of rock and debris. Test pipe for leaks prior to backfilling joints. Obtain other approved means. settlement occurring within the guarantee period, including related damage to 1.3 SUBMITTALS soils with less clay content amend only the top 8" of the plant pit backfill as per Q approval of the owner's representative before backfilling joints. 5. Protection: Work under this Section shall include complete responsibility for paving, landscaping, or improvements of any kind. A. Provide the results of lab tests done on representative samples of existing the soils lab recommendations. maintaining adequate protection for all areas. Any damaged areas shall be U soils and imported soils to be used for the top 12" or more of landscape area. 3.4 INSTALLATION OF EQUIPMENT repaired at no additional expense to the Owner. 1.3 REVIEWS Tests are to be done by a reputable soils lab (i.e., Perry Lab, Watsonville or 2.8 FERTILIZER A. Flush lines clean prior to installation of valves, sprinkler heads, or hose 6. Replacements: Immediately replace any plant materials that die or are (D A. Request the following reviews prior to progressing with the work: (1) Layout Santa Clara Soil and Plant Lab). Samples to be tested are to be collected by lab A. Fertilizer needs and amounts will be based on the results of the soil test Q bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose damaged. Replacements shall be made to the Specifications as required for of system (2) Depth of lines prior to backfilling (3) Coverage adjustment of all personnel. Soil samples are to be tested for: • bibs, and other equipment as per the Irrigation Plan and details original plantings. v .heads, valve boxes and operation of system. 1. Particle size distribution (clay, silt, sand). B. Sod lawn areas (there is no lawn on the plan) 7. Hand Watering: Even when planting areas are watered with automatic O (calcium, magnesium), boron, sodium, pH level. 2. Agricultural suitability including any excess problems; i.e., salinity N 1.4 WATER PRESSURE 3.5 ELECTRICAL WORK irrigation, the soil surrounding the plant pits can be moist while the A. The line voltage work shall consist of connecting the controller to the nearest 2.9 PLANT MATERIAL SUBSTITUTES sawdust/sand root ball is dry. This can cause the plants to deteriorate or not A. Verify the existence of the minimum acceptable volume of water at the minimum 3. Fertility - amounts of available nitrogen, potassium, phosphorous, iron, available 115 volt supply. The line voltage connection shall be in conduit, in A. Substitutes will not be permitted except when proof is submitted that plants grow (even during the winter). The plants will do best (especially during the hot acceptable dynamic pressure as per plan at the point of connection at the earliest magnesium, copper, zinc, and boron. opportunity,, reporting insufficient volume and/or pressure to the Landscape accordance with local electrical code. Controllers mounted inside buildings can be specified are not available and then only upon approval of the Landscape Architect season) if they are hand watered deeply until their roots grow out into the PP Y P 9 / P P 4. Chemicals and/or poisons that would hinder plant growth. The owner is to plugged into outlets. The low voltage work shall include all necessary wiring from and Owner. surrounding soil. Architect. Contractor is responsible for cost of installation of pressure regulator decide if tests for poisons will be done since there is a small chance that any if pressure exceeds 80 psi. the controller to the automatic sprinkler valves, installed in accordance with the P P exist and the cost of testing for them is expensive and difficult. manufacturer's recommendations. A loop of extra wire, a minimum of eighteen (18) 2.10 OTHER MATERIALS 3.8 PRELIMINARY INSPECTION An interpretation of the test results and their affect on plant performance done by 1.5 UTILITIES inches long shall be provided at each automatic valve. Appropriate expansion loops A. Provide other materials, not specifically described but required for a complete A. As soon as all the planting is installed, the Contractor will request the he lab staff or an approved horticultural consultant should be included in the t shall be provided throughout the system to assure that no wiring will be under and proper installation, as selected by the Contractor subject to the approval of Owner's Representative (in writing) to make a preliminary inspection. The 30 A. Verify the location of all existing utilities and services in the line of work report. The Owner is responsible for the cost of initial testing and for any LANDSCAPE stress. the Landscape Architect. calendar day maintenance period will start when the work is approved. Replacement before excavating. Take all precautionary measures necessary to avoid damaging P y g additional chemicals and amendments that are required that are not already included / p y q pp Y SPECIFICATIONS B. All slices and connections on the 24 volt system shall be made using 3M DBY and/or repairs may be required for approval. The Contractor is to notify the Direct Bury Splice Kits, Rain Bird Pentite connector, or equal. in the Specifications or Drawings. Soils tests must be done as soon as possible Owner and the Owner's Representative in writing when the 30 day maintenance period and prior to ordering or installing soil amendments or plant materials. Plant PART 3 - EXECUTION 1.6 ELECTRICAL CONNECTION C. Wiring, wherever possible, shall be placed in the same trench with, and begins. alongside of, the irrigation main water line. Tape and bundle wire every ten feet. selections and soil amendment specifications are subject to change depending on the A. Verify existence of 110 Volt 20 Amp. circuit for irrigation controller (by .results of the soil tests 3.1 SURFACE CONDITIONS All wiring placed under paving shall be put in adequately sized Sch 40 PVC pipe 3.9 FINAL INSPECTION others) at location noted on plan for installation of controller. 5. If bidding is done prior to soil fertility tests, bid 6 cu yds. of nitrolized A. Examine the areas and conditions under which the work of this Section will be sleeves prior to paving operations. A. At least 5 days prior to the anticipated end of the maintenance period, the RWD sawdust and 16 lbs. of 12-12-12 fertilizer per 1000 sq.ft. tilled or dug into performed. Correct conditions detrimental to timely and proper completion of the D. Wire for 24 volt control lines shall be size #14 OF direct burial irrigation Contractor shall submit a written request for final inspection. The planting wire. Unless noted differently on the plan, common grounds shall be white, size the top 6" to 8" of soil in all planting areas for bidding purposes only. Revise work. Do not proceed until unsatisfactory conditions are corrected. areas shall be weeded, neat and clean. The work shall be accepted by the Owner Date 6/24/22 bid when results of soil fertility tests are obtained. B. Weed and Debris Removal - All ground areas to be planted shall be cleaned of #14 OF direct burial wire. For wire runs over 1000 feet consult with Landscape exclusive of the plant materials upon written approval of the work by the Owner's As Noted Scale Architect for wire size. Under no circumstances, on multiple controller all weeds and debris prior to any soil preparation or grading work. Weeds and Representative. installations, will a single common ground, shared by each controller, be debris shall be disposed of off the site. Drawn Greg permitted. Each controller shall have its own separate common ground wire. Job Sheet L7 of 8 Revision Community Develop par"6ATER-EFFICIENT LANDSCAPE CHECKLIST Landscape Documentation Package Checklist WATER BUDGET WORKSHEET Plan ing Di isio rtinoommunity Development Department Community Development Department LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 �CUPSRTINO AP R Cupertino, CA 95014 planning@cupertino.org 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 1 - PROJECT INFORMATION http://cupertino.org/planning Cupertino, CA 95014 planning@cupertino.org a] Case ## TM- 21-0 CUPERTINO http://cupertino.org/planning a Date - 6/23/22 R-20 b Applicant - Greg Lewis - Landscape Architect _ _ AIID�,, 'CERTIFIED/LICENSED PROFESSIONAL INFORMATION Approval I 1 -U I PART 1: PROPERTY INFORMATION c Project Address - 20860 McClellan - Lot 5, Cupertino pp _� (] � &COMPANYADDRESS PROJECT ADDRESS A.P.N. - Approval Date 10/18/ 2�bMPANYGregory Lewis - Landscape Architect "° �'� 20860 McClellan - Lot 5, Cupertino d Total Landscape Area 3220 sf NAME LIC./CERT.# e Type of project -single family residential Signature Brlknne Hdrk nry I Pwis #2176 �6 2�� REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA g Checklist of all documents in package - see this page CD Cas M T-q#W1IL PHONE FOFG���F� 45.3 3220 2920 SQ. lewislandscape@sbcglobal.net (831 ) 359-0960 PROFESSI NALSEAL SQ. O SQ.FT. h Contacts of Applicant - N Owner - Lok Damiready * PART 2: PROPERTY& PROPERTY OWNER INFORMATION PART 2: SAMPLE HYDROZONE TABLE (925) 698-1727 Alok Damiready alok@soleez.com REGULAR LANDSCAPE AREA i "I agree to comply with the requirements of the water efficient landscape 0 HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF X LAND- ETWU W FACTOR(PF) METHOD EFFICIENCY(IE) (PF/IE) AREA(SQ.FT.) SCAPE AREA ordinance and submit a complete Landscape Documentation Package" C)CD 7756 Country Ln., Pleasanton, CA 925-698-1727 1 0.25 Drip 0.81 0.3086 2444 754.32 21 ,186 v U'; 20860 McClellan - Lot 5, Cupertino M 2 0.5 Drip 0.81 0.6173 200 123.46 3467 Q M PROJECT TYPE(CHECK APPLICABLE) WATER SOURCE W S a� New Potable 3 .25 Drip 0.81 0.3086 75 23.15 650 0- a) TOTAL LANDSCAPE AREA TURF PLANT AREA Q (.0 Fo Rehabilitated Recycled (� CD -0 ❑ El 3220 300 4 .5 Drip 0.81 0 �.6173 201 124.07 3485 0, ❑ Non-Residential ❑ On-site captured rainwater SQ.Fr. SQ.FT. Owner's Signature Date Q Grawater 5 .8 Spray 0.75 1 .0667 300 320.00 8988 z U � WATER PURVEYOR NON-TURF 20 TAREA SPECIALLANDSCAAPEAREA Q Ua A.APPENDIX B - WATER EFFICIENT LANDSCAPE WORKSHEET - SEE SHEET LO J SQ.Fr. SQ.FT. TOTALS (A 3220 (B) 1345 (Y Cl) C PART 3: COMPLIANCE CHECKLIST 7,776 B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET Ll AND IRRIGATION PLAN - Landscape Parameter Requirements Compliance SPECIAL LANDSCAPE AREA SEE SHEET L2, L3, L4 - TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area YES 1 � L no turf (No turf in non-residential area) GRADING PLAN - see Civil Grading and Drainage Plans by civil engineer. O 0- Turf shall not be planted on slopes more than 25%. YES TOTALS (C) 0 (D) 0 (z) 0 LU 0f ti All portions of turf areas shall be wider than ten(10)feet(unless irrigated with YES subsurface irrigation or low volume irrigation system). PART 3• WATER BUDGET CALCULATIONS DEFINITIONS The following items shall be submitted to the Director of Community Development (Y) + (z)37, 49740 r • HYDROZONE:Put in hydrozone#,letter,or planting when a landscape project is subject to the requirements of this chapter, prior to final PLANTING AREA At least 80% (100% for non-residential area)of non-turf area shall consist of - ( , (MANA) description.(e.g.1,2,3;A,B,C;front porch,adjacent to driveway, native or low water use plants. YES 776ETWU < front lawn,etc.) inspection PART 4: ETAF CALCULATIONS • PLANT FACTOR(PF):Use WUCOLS to determine Plant Factor. No invasive and/or noxious plant species shall be planted. YES Plant factors are 0-0.1 for very low water use plants,0.1-0.3 for low Average ETAF for Regular Landscapes = (B) _ (A) water use plants,0.4-0.6 for moderate water use plants,and 0.7-1.0 A.CERTI FICATE OF COMPLETION Plants with similar water needs shall be grouped within hydrozones.Each AYES for high water use plants. hydrozone shall be controlled by a separate valve. 0.42 (ETAF) < (0.55 for residential) • IRRIGATION METHOD:Overhead spray or drip • IRRIGATION EFFICIENCY(IE):0.75 for spray and 0.81 for drip B.CERTIFICATE OF INSTALLATION, FOLLOWING INSTALLATION OF LANDSCAPING SOIL MANAGEMENT Atleast4cu.yds.ofeompost,six(6)inches deep,shallbeapphed per 1X0 sq.&oflandscapearea. YES (ETAF) < (0.45 fornon-residential) ETAF:The maximum average EvapoTranspiration Adjustment Factor for residential properties,exclusive of Special Landscape A minimum three 3 inch layer of mulch shall be applied on all exposed soil Site-wide ETAF = B + D + A + C Areas,is 0.55 and for non-residential properties is 0.45;ETAF for ( ) Y pp p ( ) ( ) C. IRRIGATION SCHEDULE surfaces of planting areas,except in areas of direct seeding application(e.g. y YES new and existing Special Landscape Areas shall not exceed 1.0. "� 0.42 Site-wide ETAF ETo=evapotranspiration rate means the quantity of water hydro-seeding). evaporated from adjacent soil and other surfaces and transpired by plants during a specified time D.LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE Grading shall be designed to minimize soil erosion,run-off,and water waste. YES 0.62 is a conversion factor that converts acre-inches/acre/year top IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or YES FORMULAS gallons/sq.ft./year. E.IRRIGATION AUDIT REPORT �?� No. 21176 no irrigation soil moisture sensor data and utilize a rain sensor. ETWU= ETo x 0.62 x (ETAF x Landscape Area) n Estimated Total Water Use -� system Irrigation controllers shall be a type which does not lose programming data in YES r 4 0 2024 the event the primary power source is interrupted. MAY1 A = ETo x 0.62 x [(ETAF x Landscape Area) + ((1-ETAF) x SLA)] Maximum Applied Water Allowance J, __WW_ �Q q�F OF Page 1 of 1 IMWATER-EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org CUPERTINO http://cupertino.org/planning Landscape Parameter Requirements Compliance U IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the o dynamic pressure of the system is within the manufacturer's recommended YES n 1 pressure range. �LJ L Manual shut-off valves(such as a gate valve,ball valve, or butterfly valve) shall be installed as close to possible to the point of connection of the water supply. YES Q All irrigation emission devices must meet the requirements set in the ANSI (� standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter v Standard." All sprinkler heads installed in the landscape must document a N YES O distribution uniformity low quarter of 0.65 or higher using the protocol defined Y`� in ASABE/ICC 802-2014. Dedicated irrigation meters are required for non-residential projects with more W than1,000 sq.ft. of landscape area. this is single family residential YES l > O T� WATER FEATURES Pool and spa covers shall be installed. N o 0 o I or spa ❑ YES n 1 Vn` ❑ pool Recirculating water systems shall be used for all water features. None YES U ❑ other: Q -9no water features Water features are limited to 10% of the landscaped area. None ❑ YES U W I am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects of O water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies with the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any • changes to the project will necessitate a new checklist. ('0000) O N fir' Cols 6 P2122 ❑ Landscaping is not Installed yet ❑ Applicant Comments ❑ Use additional paper if necessary ❑ LANDSCAPE DOCUMENTATION 1-1 Staff Evaluation Staff Comments Approved ❑ Date 6/23/22 Scale As Noted J Not Approved ❑ Drawn Greg Permit# ❑ Job Sheet Sfef!ATURE DATE Page 1 of 2 of 8 Water Efficient Planting Notes Plant Legend Revision Community Development Department O�-O�� KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME Plan qing Division — CupehinbESS THAN 25% OF PLANTING AREA IS TURF ON EACH LOT- ONLY LOTS 5 AND 6 HAVE LIVE LAWN. max, typ. Landscape Screening GALLONS RATING 'CUPERTINO APPROVED 2 AT LEAST 80% OF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS F71 STREET TREE Case ## TM-2 21-006, 3 PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES, EACH HYDROZONE SHALL BE CONTROLLED -- ---- — — — LN --- --- — 7 - PC 3 24" box LOW Pistacia chinensis Chinese Pistache R-20 µ040 to, 5, BY A SEPARATE GROUP OF VALVES N S L S L LN o o LN o LN o L o Min. height of installed replacement tree is 6 feet when planted RR - -015. -016 4 AT LEAST 6 CUBIC YARDS OF COMPOST BFI SUPER HUMUS AND 16 POUNDS OF 12-12-12 FERTILIZER PER 1000 SF OF I S L Order from nursery a long time in advance t0 be sure you can get them minimum height required Approval B� 't6tici1 PLANTING AREA SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL EXCEPT UNDER CANOPY OF EXISTING FRONT YARD AND ADDITIONAL TREES Approva I Date 10/18/22 ( L I LI 7 24" box LOW Lagerstroemia Tuscarora Crape Myrtle I,LL%J I E SAVED) OR FOLLOW THE AMENDMENT AND FERTILIZER RECOMMENDATIONS OF A SOIL FERTILITY TEST AND Signature Briknne Harkousha ANIAI vcic FROM A SOIL LAB (HIGHLY RECOMMENDED) I ( I PC 3 24" box LOW Pistacia chinensis Keith Davies Chinese Pistache Case Manage` 5N) Min. height of installed front and and street trees is 8 feet when planted 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN I Lawn g y p N AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. USE VISION RECYCLING DARK BROWN MAHOGONY COLORED 7 Order from nursery a long time in advance to be sure you can get them minimum height required WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER MULCH APPROVED BY THE OWNER (PROVIDE SAMPLES) I 7 PRIVACY SCREENING SHRUBS 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE ADDITIONAL NOTES o N LN 8 15 10' max LOW Laurus nobilis Grecian Laurel 7 SEE SHEETS L4 AND L5 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS IN FINAL CONSTRUCTION N PG 3 15 10' max IVIED Podocarpus gracilior Fern Pine CD DRAWINGS WHEN THEY ARE DONE Min. height of installed screen shrubs is 6 feet when planted co 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, CIVIL, OR I N I Order from nursery a long time in advance t0 be sure you can get them minimum height required Q STRUCTURAL ENGINEER DN SHRUBS w v DV I MC - 5 5' - 8' LOW M rtus communis Myrtle � 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE MOST CURRENT I - y y Q C D LC 5 4' - 6' LOW Loropetalum Razzleberry or other maroon one U) SET OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES I 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES LIGHTS AND IRRIGATION COMPONENTS. N I GROUND COVERS N z N `� SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR BUILDINGS PRIVACY L - 1 4' - 6' LOW Lomandra Platinum J SCREENING NOTES _ '° " L N 1 3' - 6' LOW Nandina Gulf Stream Heavenly Bamboo 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE, MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT 7 w M TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. Po° DV - 1 3 - 6 LOW Dietes irridioides Fortnight Lily J co 12 PRIVACY PLANTING; THE FINAL PRIVACY-PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING N N L L SECOND SR - 1 3' - 6' LOW Salvia Lipstick Red Salvia cc DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE SHALL BE CONSISTENT WITH STORY DV SL - 1 3' - 6' LOW Salvia leucantha Santa Barbara Mexican Sage o M THE CITY'S REQUIREMENTS. I 3 o o a o LM - 1 3' - 6' LOW Lantana montevidensis purple Low Purple Lantana W 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS PROPERTY TO111 INFORM FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION REQUIREMENTS I N 30 oP LW - 1 3' - 6' LOW Lantana montevidensis white Low White Lantana CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT cN LP - 1 3' - 6' LOW Limonium perezii Sea Statice THAT IS 5 FT OR LESS FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO LB - 1 4' - 6' LOW Lomandra Breeze APPROVAL BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE 4C7 1 7 77oo. 10 COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. I N BF - 1 4' - 6' LOW Bulbine frutescens 4° 14 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE PRIVACY TREES AND LN C - 1 3' LOW Chondropetalum tectorum Small Cape Rush NEW FRONT YARD TREE a J - 1 3' LOW Juncus patens Elk Blue CA Gray Rush SL � Lawn sod HIGH Turf tall Fescue sod with 2x4 rough redwood header board 15 CONTRACTOR SHALL REFER TO GRADING PLAN FOR SITE GRADING AND DRAINAGE INSTALLATION N � o Plant quantities are for planning purposes only. 16 THE CITY REQUIRED PRIVACY PLANTING SHRUBS AND THE REST OF THE LANDSCAPING ON EACH LOT WILL REDUCE LC SL o ° I Contractor to install all plants shown on plan and verify plant count. o PRIVACY IMPACTS FROM EACH LOT TO THAT LOT'S NEIGHBORS --� 3' Ask owner if he wants to increase any of the installed plant sizes ��� No. 2176 s � Lei 17 SEE SHEET L2 FOR TREE PROTECTION MEASURES AND PLAN INCLUDING TREE PROTECTION FENCING � ! LC r is kFAWa � O F 4 4 302024 7 L 2nd story a� ( 2 V DV deck 6 Landscape Site Legend OF CA, 1❑ Driveway Paving - Permeable interlocking concrete paver system DV LB LB SL SL N N 1 capable of supporting vehicle traffic - manuf., series, pattern, and color to SL be selected by owner \ C C C C ° 2❑selected by owner. Front yard walkway - Concrete or pavers, pattern and color to be � MC Q L C C L L B U L C C C C C Pe ea b _ L - Srlve a SD 3❑ Paving for side yard walkways natural gray color concrete.with no color O _. \ C C SD-C - L y SL added and score joints or conc. interlocking pavers as selected by owner. C L I0 a� L ® Rear patios- Concrete or pavers, pattern and color to be selected by Q L N owner. Install score joints and expansion joints to control cracking if conc. ^ U LM JT �T �T M is used. Use concrete steps, color to go well with pavers if pavers used. �.L M O • L 5❑ Existing fence - Repair and or replace as needed L Sidewalk O © Install new 3 foot wide gates with galv. hardware rl 4� 7❑ Install 6 foot high wood fence - vertical overlapping 1x8 or 1x6 RWD Q U or cedar with 2x4 RWD horiz. rails, 2x8 PT kicker, and 4x4 PT posts max. U PC - Front Yard Tree 8' OC :2 PC - Front o Yard Tree N LI ® o0 0-4 SD SD--SD-- Min. 2 feet wide landscape strip for drainage swale along sides of property 11 3 feet wide gravel path/landing - 3" deep gravel with weed cloth and PLANTING y 2x4 redwood header - gravel to be selected by owner PLAN 12 Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series, pattern, and color to be selected by owner. This represents a front pedestrian path and should be a contrasting color and or pattern that goes well with the rest of the 6/23/22 driveway and matches the front walk paving if possible in pattern and Date Scale As Noted COIOr. Drawn Greg GARB Concrete or paver pad for Garbage and Recycle Bins min. 2' x 6' Job 1 /8/Q _ 1 _O Sheet I I :::] L I 0' 4' 8' of 8 Revision Community Development Department Plan qing Division — Cupertino 4CUPLRTINO APPROVED Advanced Tree Care 20860 MrL.ellan Rd.,Cupertino Advanced Tree Care 20860 McLellan Rd.,Cupertino Case ## TM- 21-006, 965 East San Carlos Ave,San Carlos May 25.-)o21 965 bast San Carlos Ave,Sari Carlos May 25, 2021 R-20 4 0 Ptrn 5, Approve I �42_-015, -016, -� 0 _bMIC11 Tree Survey Tree Protection Plan A I Date 10/18/22 Approval Tree# Species l}13H Ht15p Con Rating Comments I 1. T'hc Tree Protection Zone(TPZ)should be defined with protective fencing.This should be Signature Briknne Harkousha I cyclonc or chain link fcncing on 1'Tor 2'"posts driven at least 2 feet in to the ground standing at 1 Douglas fir t_,3.. 40r2L1 40 Goad hcaltl5,poor condition,one sided. REMOVE least 6 feet tall.Normally a TPZ is defined by the dripline of the tree. I recommend the TPZ's Case Manager Pserrdntvresa menzierii urnbalanced,•Not tegulated Lawn ! as follows:- Fig 8.6"18.9" 12/15 50 Good health,fair condition,topped Ficus spp Not Regulated REMOVE I Tree# I I:TPZ should be at 11 feet radius from the trunk of the tree in accordance with Type I Tree 3 Persimmon 11.2" 25/15 60 Fair lieu lth and condition REMOVE I Patio I Protection as outlined and illustrated in image 2.15-1 and 2 tE}. eoXln7TJ.t fl7�ul�iCCf blot Regulated I 0 Tree 4 12:TPZ should be at 8 feet radius from the trunk of the tree in accordance with Type I Tree 4 Walnut 14.3" 15/20 10 Very poor health and condition REMOVE I N I Protection as outlined and illustrated in image 2.15-1 and 2 t6y. LU C) Juglteris rrigra Not Regulated � O 5 Citr{ls 10.0"@1' 12/10 60 Fairhealth and condition REMOVE I Tree# 13,TPZ should be at 20 feet radius from the trunk of the tree closing on the sidewalk in U M Cirrus sop Not regulated (� I accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2 rfi1 M 6 Algl po pine 4,0" 60i5o 50 Fair health and condition I o Qco Pines ha1C.perrsfs Not ItegutatM REMOVE Tree# 16.TPZ should be at 20 feet radius from the trunk of the tree closing on the sidewalk in LLI accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 attd 2 Lo c 7 Monterey pine 33.2" 55/40 50 Fair health and condition,topped, I I Q o cif Prrfve radirxta Nnt Regulated REMOVE I U L o & mGntcreypine 21.5" 50/20 45 Poor heal th and condif ion.toppcd REMOVE 0 U -0 Pir+rrs r'udiata mot Regulated I m s z r o I Q V J n 9 incense cedar l 1..2" 3316 45 Poor hcalth and condition � U Calocedrus decurretrs Not Regulated REMOVE I I � CU 0 � 10 Incense cedar 12.2" 3316 45 Ptwr health and condition FIR- �, � (n C tp El Calorednes decurrerrs Not Regulated REMOVE w • Type I Tree Protection 11 Coast live oak S.0"49.3"18.1" 25119 60 Good health,poor condition. I ■ o 's The fences shall enclose the entire area L]uercus agrifiJlkr codoenmant at Z',Regulated SAVE SECOND I under the canopy dripline or TPZ of Y 12 Coast lino oak 12.3" 25f20 do Good health,poor condiliom -_.•• �; 0 11 QreerrusagiifalFa Regulated I the tree(s) to be saved throughout the life SAVE IMAGE STORY of the project, or until final Improvement Tree Rrulection Fence al the❑rlpllne work within the area is required. typically w � 13 Monterey pine 32.2" 50/50 50 Fairhoalth and condition,neighbors SAVE I I near the efld of the project(see Images 0� pines radiata trcx.Not Regulated I 2.15-1 and 2.15-2). Parking Areas: If the 0 L fencing must be located on paving or 14 Ciaus 4.7743"(ftrade 10r5 10 Very poor health end condition,almost REMOVE g 0 I sidewalk that will not be demolished. the Crrrus,xpp dead.tint Regulated I posts may be supported by an ap•propri- 15 lrish yew 19A iggrade 15115 30 Poor health and condition,codominant REMOVE site grade level concrete base. Tic-rus hatcura at grade_Not Regulated ' 16 Deodarcedar 31.3" 60/30 50 Good health,poor conditian,topped. SAVE C'edrus deadala broken limbs,Regulated 17 Monterey pine 33.0" 5030 50 Fair hcalth,poor condition,thin canopy REMOVE l'mis radipla topped,Not Regulated I IMAGE a 18 Stump Tree Protection Fence at the DrlpHne � I O N � I 5jPage 3 Page D m I No. 2176 i N 0 I 4/3o/2024 2nd story cD I 'JJ?k22 deck Advanced Tree Care 208(r0 McLellan Rd.,CupertinoAdvanced Tree Care 208b0 McLellan Rd.,Cupertino qTF OF CAL\F�� 965 Fast San Carlos Ave,San Carlos May 25,2071 I 965)vast San Carlos Ave,San Carlos May 25,2071 I � Tree Survey -- 2.Any pruning and maintenance of the trees shall be carried out before construction begins.This Tree# Species 17B1i HtISp Con Rating Comments should allow for any clearance requirclnents fur both the new structure and any construction o machinery. This will eliminate the passibility of damage during construction.The pruning 19 Incense cedar 17.5" 35/20 4i1 Poor health and conditi,m REMOVE 1 I should be carried out by an arborist,not by construction personnel.No limbs greater than 4" Calaredrus decurrexs Not Regulated 20' FYS B in diameter shall be removed. 20 Douglas fir 22.5" 3$120 0 Dead Tree# 16 has a lot of dead wood and broken lirnbs. If this tree is to remain,.this tree should be U A%vudetsuga rater:iesi'f Not Regulated REMOVE Permeable � so pruned for safety and clearances. � 0 2 l Pittosparum 4.5"f4.2-6.1 12115 70 Good heahli and condition so Pirrosporlan luhrrre Not Regulated REMOVE so < Sriveway 3.Any excavation in ground where there is a potential to damage roots of 1"or more in diameter Summary. should be carefully hand dug. Where possible, roots should be dug around rather than cut.{z) �J Tree##s 1,4,9, 10, 14, 15, 19 and 2D are either dead or in very poor health and condition and \ 4.If roots are broken,every effort should be made to remove the damaged area and cut it back to should be removed. its closest lateral root. A clean cut should be tnade with a saw or pruners. This will prevent � - any infection from damaged roots spreading throughout the root system and into the tree!r' Tree#s 6, 7, 8, 13, 17 are pines.Pines are not Regulated trees. Pines are not tolerant to - - rr v JT ,\ 0 construction impacts and even with all tree protection measures in place,they may decline further JT JTJr� - ,,-' 'JT J 5.Do Not.. during the construction period and eventually become infested with beetles,which will ultimately /JT Jr a. Allow run off or spillage of damaging materials into the area below any tree canopy, kill the trees. Jt b. Store materials, stockpile soil, park or drive vehicles within the'TPZ of the tree. U c. Cut,break, skin or bruise roots,branches or trunk without first obtaining permission from the Tree# 18 is a stump standing 1 foot tall city arborist. 0 Sidewalk d, AIlow fires under any adjacent trees. > 0 Tree# 13 is on the neighbor's property and should be protected during construction. e. Discharge exhaust into foliage. C. Secure cable, chain or rope to trees or shrubs, Tree#s It, 12 and 16 are Specimen trees by merit of their size and species and should be g. Apply soil steriiatits under pavement near existing trees. Q U protected during construction 6. Where roots are exposed,they should be kept covered with the native soil or Four layers of wetted, U The remaining trees,#s 2,3, 5 and 21 are smaller trees that are not specimen trees and can be untreated burlap. Roots will dry out and die if left exposed to the air for too long t t' removed if desired, n , Z 7. Route pipes into alternate locations to avoid conflict with roots-"' �✓ 0 8. Where it is not possible to rcroute pipes or trenches,the contractor is to bore beneath the dripline �/ N of the tree.The boring shall take place no less than 3 fcct below the surface of the soil in order to 0 avoid encountering"feeder"roots-tdl N —So so So So SD 9. Compaction of the soil within the dripline shall be kept to a minimum t'i If access is required to go through the TPZ of a protected tree,the area within the TPZ should be protected from compaction either with steel plates or with 4"of wood chip overlaid with plywood. 10.Any damage due to construction activities shall be reported to the project arborist or city arborist within 6 hours so that remedial action can be taken. 11. Ensure upon completion of the project that the original ground level is restored y EXISTING TREE a F� �, 6 1 a g e PLAN l6 Date 4/26/22 Scale As Noted CD Drawn Greg Job 1 /8 11 1 1_011 Sheet I :::] L 2 0' 4' 8' at 3 Revision Community Development Department 1 01-011 Plan ing Division — Cupertino max. typ.l-- CUPSRTINO APPROVED Case ## TMI 1-006, � --- ---- — — — LN --- --- o � R- 0 trn5, LN o o LN o LN o LApprova I � -015fl -016, ��Approva I Dat /18/22 Signature Briknne Harkousha o Case Manager I Lawn I Patio � I U I W �- co I N 2 � 0 I Q � W M ace U o co rn 0 o < � N I � CL (� El _ M � I ElPG Icu a) N SECOND W `) � � o � Y STORY PrivacyScreeningShrubs M ° KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME 100eN 30 op GALLONS RATING LN PRIVACY SCREENING SHRUBS o 30 LN 8 15 10' max LOW Laurus nobilis Grecian Laurel ° I PG 3 15 10' max MED Podocarpus gracilior Fern Pine LN Min. height of installed screen shrubs is 6 feet when planted. Min. size is 15 gal. Order from nursery a long time in advance to be sure you can N get them minimum height required I � m No. 2176 4 30 2024 2nd story I �, ( 2 deck gTFOF CAL\F�� I � I N Permeable U SD 0SD SD SD SD- W N JT JT JT- J 0 • 'JT Sidewalk � O � W 4� Q U U W � O . — �_O X00 O 0-4 -SD SD SD SD SD y PRIVACY SCREENING PLAN Date 6/23/22 Scale As Noted Drawn Greg Job 1 /Q 1 ,_O" Sheet I :::] L3 0' 4' 8' of 8 Revision Community Development Department Plan ing Division - Cupertino 'CUPSRTINO APPROVED Case ## TM-2 21-006, Irrigation Notes R-20 *040to 5, WATER EFFICIENT LANDSCAPE CHECKLIST - IRRIGATION R - -015. -016 1 THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA AND UTILIZES A Approval B rLy cif r--- _------ — --, -b '2 0 b 0 Irrigation Legend Approval Date 10/18/22 RAIN SENSOR I 110 I g g THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE I I I KEY MANUF. MANUF. # DESCRIPTION Signature Briknne Harkousha PRIMARY POWER SOURCE IS INTERRUPTED I I p Case Manager 3 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE I I I L r I I Wn © Hunter HCC-800-PL 8 station Wi-Fi controller with 8 stations a I I L6 exterior wall mount with multiple ANGE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE I 1 10 P tl I I programing, cycle start, and calender program Patio I Hunter SOLARSYNC This controller will not operate irrigation during rain events 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT OF I I I System will adjust valve run times according to weather U CONNECTION OF THE WATER SUPPLY I I >: I I C ~ co 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, I I L6 Hunter PGV-ASV 075 3/4" antisiphon valve with 3/4" Amiad Filter, Senniger PR30 = ASABE/ICC 802-2014 "LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD''. ALL I C� I I pressure regulator, and adaptor to drip tubing M SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY 110 10 I N C Q M LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 I I ° L6 Hunter PGV-ASV 075 3/4" antisiphon valve for spray sprinklers a_ 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE THAN 5000 I I Min. req. dynamic psi at I Q o U (M o �, SQ.FT. OF LANDSCAPE AREA - this project has less than 5000 sq.ft. of planting area so one IS I I valve 1 I Run 3/4'' Sch 40 PVC pressure line from point of connection to valves o H NOT required I I l 10 ydrozone'HYD 4 o A Q N 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. THERE IS NO LAWN. N l valve ID 6 35 L6 N Manual brass ball valves same size as pressure line Q Cc U 8 SEE SHEET L6 AND L7 FOR DETAILS AND SPECIFICATIONS GPM flow - 2 drip El G - cn M 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 6 GPM AT MINIMUM 55 P.S.I. AT THE L6 Rainbird RWS-B-1402 Two .5 GPM bubblers at each tree w POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT THE LANDSCAPE o J ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME VALVES TO REDUCE THE FLOW SECOND L6 10 Toro 0-10 10' Precision Series Spray Nozzles on Hunter 6'' PRS 30 pressure 0 THRU THE VALVES WITH MORE FLOW). IF PRESSURE EXCEEDS 75 PSI AT POINT OF I STORY regulated sprinkler bodies 24 GPM, 10', @ 30 psi for quarter pattern 0 co co co CONNECTION INSTALL A WILKINS 600 1" PRESSURE REGULATOR. THIS SITE HAS APPROX. ---- I I wW 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT VALVES TOO CD CLOSE TO TREES. STAY 8' TO 10' AWAY IF POSSIBLE. DO NOT PUT PRESSURE LINES UNDER I ! j B 3/4" Nonpressure line - Sch 40 PVC 3/4" unless noted for larger TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF UNDER PAVING WHENEVER I I HYD 1 HYD 2 HYD 3 L6 1" size - 12" of cover POSSIBLE. I Verifycontroller location 3 35 2 35 1 35 I -———————— Pressure line - Sch 40 PVC : 3/4" unless noted for 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE OR AS SHOWN 2.6 drip 0.9 drip 3.0 drip with owner smaller size - 18" of cover ON THE PLAN. INSTALL 3/4'' TEE AND A 3/4" BALL VALVE AND RUN 3/4" SCH 40 PVC TO VALVE I J I LINE UNDER PAVIN LOCATIONS. KEEP ANTI SIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED 6" TO 12" I I I S U G —PL—" Pressure line - 3/4" Sch 40 PVC 24" deep ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP VALVES OUT OF I —"—" " —"—' PATHS. _ — —NP — — _ Non Pressure line 3/4" Sch 40 PVC 24" deep 12 MAKE PROVISIONS TO ADD ENOUGH EXTRA CONTROL WIRE SO THAT ONE VALVE COULD BE o j I —.,—W�..—.,—.,_ Elec. control wire conduit 1-1/4" gray Sch 40 PVC 24" deep ADDED AT EACH VALVE GROUPING IN THE FUTURE I Point Of irrig, connection l F E 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE A I NP Install brass ball valve L6 L6 3/4" PE drip tubing with compression fittings - see drip notesp LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE I I Tree drip irrigation No. 2176 s CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF INSTALLATION. THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN IRRIGATION SCHEDULE FOR I I 4 3302024 MATURE PLANTINGS AND A LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. 2 c story CD I Lines under paving to be in sleeve 2x size of line sq 6 2 READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER EFFICIENT --_ deck TFOF cAVF� LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT ° 14 IRRIGATION RUN TIMES TO BE BETWEEN 8:00 PM and 10:00 AM UNLESS UNFAVORABLE WEATHER NP PREVENTS IT OR RENDERS IRRIGATION UNNECESSARY 15 DUE TO SOME COVID SUPPLY CHAIN SHORTAGES BE SURE AND ORDER IMPORTANT IRRIGATION ---- — ------------ — COMPONENTS SUCH AS THE CONTROLLER, VALVES, SPRINKLER NOZZLES AND POP-UP BODIES WAY AHEAD OF THE TIME YOU WILL NEED THEM Q Permeable "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for ----SD Srlvewa SD the efficient use of water in the irrigation design plan" O Drip Irrigation Notes - y C�re�Lis 1 ) SECURE LARGER 3/4" DRIP TUBING 1" BELOW GRADE WITH 7" OR 11'' U-SHAPED Gregory Lewis - Landscape Architect Lic. #2176 6/23/22 STAKES 3 FEET ON CENTER OR CLOSER SO THAT THE TUBING CAN BE FOUND EASILY Q BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. COVER TUBING WITH SOIL N AND MULCH AND INSTALL MANUAL FLUSH VALVES AT ENDS OF TUBING AND MARK - - - JT J _ O • THEM SO THEY CAN BE FOUND EASILY. ,--�" JT JTJT- 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO MINIMIZE ��/ Jr_ n—n11 L LENGTH OF SMALLER 1 /4" TUBING. SECURE EMITTERS ON 3/4'' TUBING AT PLANT ROOT 0 BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF 1/4'' TUBING FROM EMITTERS TO Sidewalk PLANT ROOT BALLS. INSTALL STAKES ON 1/4'' TUBING AT 12" ON CENTER AND COVER rl 1 TUBING WITH 1" OF SOIL PLUS MULCH. �IJ — 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF THE y U EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER THE n 1 U ROOTBALL. W 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN FLOW CD . — �_o BETWEEN 10 PSI AND 40 PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT AT STEM). N ap USE AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE THE ONES THAT 1/4 CD TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY HAVE A HIGHER DISCHARGE -SD SD SD SD SD N RATE AT STARTUP REQUIRING LARGER PIPE SIZES. EMITTER SCHEDULE: TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) LM,LW,LLP THREE 1 GPH EMITTERS AT MEDIUM SHRUBS DV,L,LC,N,BF,MC,C,SR,SL,LB,J FOUR 1 GPH EMITTERS AT LARGE SHRUBS LN,PG y IRRIGATION WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME PLAN OVER ROOT BALL (NOT RIGHT ON STEM) AND SOME OUT UNDER FUTURE CANOPY, SPACE EMITTERS EVENLY IN ROOT ZONE AREA. FOR TREES ON DRIP INSTALL FIVE 1 GPH EMITTERS AROUND EDGE OF ROOT BALL AND 6/23/22 ON ROOT BALL AND INSTALL FIFTEEN 1 GPH EMITTERS ON 2'X2' GRID UNDER FUTURE Date TREE CANOPY Scale As Noted Drawn Greg Job 1 /Q 1 ,_O" Sheet I :::] L4 0' 4' 8' of 8 Revision Community Development Department Plan ing Division — Cupertino 1262 HYD 1 CUPSRTINO APPROVED Case ## TM- 21-006, R-20 4 0 to 5, RR Approva I Ba r �tn5il -016, Approva I Date 10/18/22 Signature Brilnne Harkousha Case Manager I ` Ldwn\" Patio "'30Cr ,,HYQ,, CD Lawny, 0 Hydrozone Summary Paving In Front Yard Setbacks HYDROZONE - DESCRIPTION SQ.FT. % OF TOTAL Q M Lot 5 ! VALVES w �, IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% U C (front property line is more than 60 feet) I �, HYD 1 - 3,5 DRIP, LOW WATER SHRUBS 2444 76% v) 0) ° � U � TOTAL AREA IN FRONT YARD SETBACK = 1178 SF HYD 2 - 2 DRIP,MED WATER BIORETENTION 200 6% J ❑ Cc U) All paving in fysb is pervious (permeable) HYD 3 - 1 BUBBLER, LOW WATER TREE 75 2% 3: U) There is 0% impervious paving in the front yard setback I ❑ SECOND HYD 4 - 6 DRIP, MED WATER SHRUB 201 6% O STORY HYD 5 co - 4 SPRAY, HIGH WATER LAWN 300 10% wco TOTALS 3220 100% O 201 HYD 4 O � I 0 31 HYD 1 25 HYD 3 os No. 2176 881 HYD 1 ° 6r Luis 2nd story c� I 4 3� 200 HYD 2 22 deck y �9T 6 F OF CAS\F L_L_ L_L_ 23 HYD 1 20' FYSB Q 25 HYD 3 Permeable, 247 HYD 1 U _-SD - - - - - - O -SD - - - -- Srlveway a� 25 HYD 3 -------- ----------------- ---------------- L-L- JT JT JT- L—L— J • Sidewalk > O W 43 Q U U W O . — �_O 00 0-4 -SD SD SD SD SD y HYDROZONE PLAN FRONT YARD SETBACK IMPERVIOUS PAVING AREA Date 6/23/22 Scale As Noted Drawn Greg Job 1 /8 1 _ 1 ,_O" Sheet I :::] L5 0' 4' 8' of 8 Revision Community Development Department Plan ing Division - Cupertino Use bolt on lid 'CUPSRTINO APPROVED Mark lid with "irrig. Gate Valve" Use bolt on lid ArborTie nailed to stake Case ## TM- 21-006, Gate valve or water meter Mark lid with "Drip Flush Valve" 2°dia.Lodge Pole or equivalent- 18" R-20 0 P0' 5, same size as pressure line r d Flush Valve in solid ground placed outside rootball lumb Approva I B ` - Iy -015� -016, PVC Male Adapter ArborpTie nailed to stake -� O ��� MI t x Slip Approva I Date 10/18/22 I I p p I I I Mulch (3"deep) pulled 3 inches away Signature Briknne Harkousha Sch 40 PVC pressure line = from trunk Top of rootball to be 2 inches above Case Manager CD I I I I II surrounding soil level ti — — ro h berm for water basin at edge of 1 a o PE drip tubing buried deep o � roof gball. Install tree bubblers inside water basin Run next to rootball of each plant = Bricks under valve See drip irrig. notesco U 3" deep gravel box corners Space emitters evenly around plant 6'' deep gravel w 10) 2" clearanc on top of and at edge of root ball ~ °' Agriform Plant Tablets 21 gram 2 M Use as little 1/4" tubing as possible 7M Backfill-native soil co Manual Gate Valve A = — Plant pit to be 3 times wider than the plant Q Drip Emitter and Flush Valve NO Scale C IIII II container-it's not shown to scale on dwg W � C _ o cu LO No Scale a Q Mulch III►— I I IIII— z Q Lateral - nonpressure line — Q 3/4" Drip Tubing next = = IIII � U) 12 cover to rootball of each plant 1) 8-12 hours before installation,water all plants while still in contciners sufficiently to � in 18" 12" Main - pressure line - 18" cover Emitters thoroughly wet root balls 2) Dig hole at least 2"less deep than the container and 3 times wider than the 2 emitter _ OF direct burial wire 24 V - tape )ant diameter of the container the plants were delivered in. J — and bundle wire eve 10 feet p 3) Gouge holes in the side of the plant pit-2 holes per sq.ft.of wall surface >_ CZ every short 1/4 tubing IIII IIII 4) Remove rootball carefully from container with support from below. Sever any circling � Use 6" deep sand bedding and 6" 4 emitter roots (3/16"dia.or greater)with sharp knife. Do not pull roots apart. The severing of large 0 ti IIII deep sand backfill in rocky soils plant roots will encourage new roots at the cuts. Install enough backfill under root ball so top of rootball ends up 2"above grade of surrounding soil when it settles. Install some of fertilizer W Snake lines in all trenches L 1 emitter packets under root ball. (� plant 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel Vehicle paving handle or feet being careful not to disturb root ball When plants are installed on a 6) Put Agriform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole All lines to have min. 24" cover slope locate most of emitters (5 tablets per 15 gal.or 5 tablets per 1 inch of caliper width. Fill the remainder of the hole 24" I I under vehicle paving with 6" • p on the up slope side of the plant with backfill and pack it. compacted sand bedding and 7) Water tree thoroughly by filling the basin and allowing the water to percolate in,doing compacted sand backfill FOLLOW DRIP IRRIG. NOTES this 3 times or more until root ball and backfill is wet Provide minimum 3" clearance 8) Install stakes such that the stakes and the tree ties won't damage the tree and the h: == Drip Emitter Placement at Shrubs/ stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below 6" between lines F branches that could be rubbed by stakes. Install stakes so they are straight up and don't No Scale Ground Covers lean in to each other IIII I I Tree Planting Trenches/Lines O No Scale B 4-INCH GRATE(INCLUDED) nt�lp$�gp. No Scale V^ O2 BUBBLER:SEE IRRIGATION LEGEND (INCLUDED) No. 2176 Valves for spray sprinklers do not require filter and regulator 1 2 3 4 O ROOT WATERING SYSTEM: Mulch 3"deep) pulled 2 inches away from stems J (,we SEE IRRIG.LEGEND FOR MODEL SPECIFIED Temporary 4 0 2024 Combination atmospheric vacuum breaker/ (INCLUDES BUBBLER 4"high berm for water basin at edge of root ball control valve with flow control and with or WITH RISER,GRATE,SWING ASSEMBLY, kPJ �Q without auto. control as noted on plans - 1/2"MALE NPT INLET,AND BASKET Slow release Agriform plant tablets qTF OF DAL�Ep�� III 1 gal plant-2 tablets per plant FAlteWater proof connectors such as DBI `moo o ' FINISH GRADE 5 galpan - tablets per plant 4 15 gal plant-b tablets per plant OOPTIONAL PEA GRAVEL IIII , , , , , , , , , , , , , , Backfill-native soil 0 0 6 OR RWS SAND SOCK(RWS-SOCK) — — � FOR SANDY SOILS Bottom of antisiphon valve minimum 6" — 7 6 1/2-INCH PVC 80 NIPPLE INCLUDED III ����������������������� �� Native soil du out 2 times depth of container above highest downstream sprinkler ( ) _ g por emitter 1/2-INCH 90-DEGREE ELBOW(INCLUDED) III = Plant pit at least 3 times diameter of container Reg � — Q O8 12-INCH SWING ASSEMBLY 1) 8- 12 hours before installation,water all plants while still in containers sufficiently (INCLUDED) to thoroughly wet root balls74 V O1/2-INCH MALE NPT INLET(INCLUDED) 2) Dig the plant hole at least 3 times the dia.and 2 times the depth of the plant container. Sch 80 PVC risers PVC SCH 40 TEE OR EL 10 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be O 12 11 10 9 such that when the plant is installed and settled it will be slightly above grade of existing 1 1 LATERAL PIPE soil. Fill hole with water. 4 Remove rootball careful) from container b tapping out,not pulling out b the stem. Sch 40 PVC pressure line and OF direct 12 4-INCH BASKET WEAVE CANISTER(INCLUDED) ) Y Y pp g p g Y To sprinklers p Scarify rootball walls in 3 vertical cuts and bottom to 1/2"deep,or by cutting roots of burial control wires as per specs. 1/2"or larger with shears. Do not pull roots apart. Q 5) Install fertilizer packets under rootball of plant. Set rootball on prepared surface and Tree Bubblers G fill hole to 1/2 the depth,tamping soil around rootball. Fill hole with water. U No Scale 6) Fill the remainder of the hole with backfill and pack it but do not tamp rootball. Auto. Antisiphon Valve 7) Make the water basin. O 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the L with Filter and Regulator for Drip water to percolate in,doing this 3 times or more until root ball and backfill is wet om No Scale 9) Install mulch WSee plan for distance from paving and building � Shrub Planting � Install as per local code and manuf. instructions - Secure No Scale Q U controller to wall with suitable anchors as approved by Top of head flush with grade U inspector Controller- see legend on irrig. plan W -+_ CD Weather proof 120 V junction box I I IIII I I 00 Electrical conduit and wire from source of power Sch 80 nipple I I O Electrical conduit for 24 volt conductors PVC tee or ell on N Paint exterior conduit to match building wall. Hunter 12" swing joint lateral line Minimize appearance of conduit visible on wall. to allow height of Sweep ells sprinkler to be adjusted and to protect lateral line OF direct burial wires This controller will be installed outside Pop-Up Sprinkler LANDSCAPE No Scale H DETAILS Wall Mount Controller D No Scale Date 6/23/22 Scale As Noted Drawn Greg Job Sheet of 8 Revision GE ERAL�ONDITIONS - SOIL PREPARATION, PLANTING, AND IRRIGATION PART 2 - PRODUCTS Community Development epa me nt 3.6 TESTING 1.4 GUARANTEE C. Contaminated Soil - Do not perform any soil preparation work in areas where Y ASSURANCE: soil is contaminated with cement, plaster, paint or other construction debris. Plan ing Division - C�pe��h�'d 2.1 PIPE A. All testing shall be done in the presence of the Owner's Representative. A. Trees shall be guaranteed 1 year - all other plant material 120 days following A. Use adequate numbers of skilled workmen who are thoroughly trained and Bring such areas to the attention of the Owner's Representative and do not proceed �CUPERTINO A. Plastic pipe is to be polyvinyl chloride, marked 1120-1220, and bearing the Center-load all pipelines with clean soil approximately every four feet to resist final acceptance. Any plant material needing replacement because of weakness or APPROVEDexperienced in the necessary crafts and who are completely familiar with the until the contaminated soil is removed and replaced. seal of the National Sanitation Foundation. Use Schedule 40 polyvinyl chloride, hydraulic pressures, but leave fittings exposed for inspection. Piping under probability of dying will be replaced with material of similar type and size to Case ## TM-2 21-006 specified requirements and the methods needed for proper performance of the work of D. Moisture Content - Soil shall not be worked when moisture content is so great type I-II fittings bearing the seal of the National Sanitation Foundation, and paving shall be tested before paving is in place. Install a 0 to 160 P.S.I. gauge that of the surrounding area. The replacement plants will have the same guarantee ��11 ,,,.�,,� s section. that excessive compaction will occur, nor when it is so dry that dust will form in R-20 4µ�r7�' complying with ASTM D2466 for pressure line and also for any water lines under on lines to be tested. All valves shown on Plans shall be in place and shall be in as the original plants or trees, starting the day of their replacement. The It is the Contractor's responsibility to verify all information contained in the closed position. Mains shall be tested at 100 P.S.I., and laterals at 65 Contractor is not responsible for losses due to vandalism if he has taken the air or that clods will not break readily. Water shall be applied, if M6 .10 2 - 15. -01� asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger P PA rovaI CI1 t 6 plans and specifications and to notify the Architect of any discrepancy prior P.S.I. If available static water ressure is under 100 P.S.I., rovide suitable reasonable measures for rotection of the lants. necessary, to bring soil to an optimum moisture content for tilling and planting. pp y�l��u'1 pipe is specified in the irrigation legend. For joining, use a solvent complying P P P P Approval I Date 1 /1$LL/2JJ2 to ordering products or commencing with the work. with ASTM D2466 and recommended b the manufacturer of the approved pipe. Pie is pump for tests. Fill pipelines slowly to avoid pipe damage, and bleed all air from Y PP P P P 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT tend ve,ify dimensions, reporting any variations to the Architect before to be continuous) and permanently marked with the manufacturer's name, pipe size, lines as they are being filled. After closing valve at water source, mains shall 1.5 PRODUCT HANDLING Y P Y P P A. Request a review by the Owner's Representative to verify specified limits and Signature Brl nne Harkousha proceeding with the work. schedule number, type of material, and code number. hold 100 P.S.I. gauge pressure for two hours with no leaks. Laterals are expected A. Protect plants before and during installation, maintaining them in a healthy grades of work completed to date before starting soil preparation work. Place Case Manager B. Galvanized steel pipe is to comply with ASTM A120 or ASTM A53, galvanized, to have minor seepage at multiple swing joint assemblies. Major leaks are not condition. Application(s) of anti-dessicant may be required to minimize damage. topsoil as required to obtain an 12" minimum depth of topsoil or as noted otherwise It- 1.2 CONTRACTOR COORDINATION Schedule 40, threaded, coupled, and hot-di galvanized. Use 150 lb. rated acceptable. Laterals shall be tested for one hour at 65 P.S.I. solely to reveal The Contractor is responsible for vandalism, theft, or damage to plant material N P P 9 on the Plans. (Topsoil may already exist in the planting areas). Integrate � A. It is the responsibility of the Landscape Contractor to familiarize himself galvanized malleable iron, banded pattern fittings. Wrap all galvanized pipe below any piping or assembly flaws. The laterals are not expected to hold gauge until commencement of the maintenance period. topsoil layer into subsoil or existing compacted topsoil layer b ripping. P Y 9 P P Y Y PP g• with all grade differences, location of walls, retaining walls, etc., and to grade with 2" wide, 10 mil. plastic wrapping toe 50 Scotch wrap or equal). pressure. For testing laterals, cap risers or turn adjusting screws on nozzles to 9 9 9 P PP 9 P (# PComplete rough grading as necessary to round top and toe of all slopes, providing � coordinate work with the General Contractor. C. Drip tubing is to be as noted on plans. Use compression fittings. the "off" position, as appropriate. Repair any flaws discovered in mains or 1.6 REVIEWS naturalized contouringto integrate newt graded area with the existing topography. 9 Y9 9 U laterals, then retest in same fashion as outlined in presence of the Landscape A. Request the following reviews by the Owner's Representative at least three (3) Verify that rough grading is completed in accordance with civil engineering LLI 2.2 CONTROL WIRE Architect until all lines have been approved. Provide required testing equipment days in advance (in writing): (1) Rough grading (of landscape area) (2) Soil drawings and/or any landscape grading drawings. Break through any compacted layers = co 1.3 DIMENSIONS AND SCALE A. Use type OF direct burial wire minimum size 14, copper, U.L. approved for and personnel. test (3) Verification of incorporation depths (4) Finish grade (5) Plant M YP # PP PP of subgrade material (sometimes left from building or paving pad compaction) that 0 o A. Dimensions are to take precedence over scale at all times. Large scale details irrigation control use for runs of 1000 feet or less. For longer runs consult with material quality approval (6) Plant material layout (7) Plant pit sizes (prior will not allow water in planting areas to percolate through, causing a boggy, over LO are to take precedence over those at small scale. Dimensions shown on plans shall 3.7 SYSTEM ADJUSTMENT to planting lants 8 Preliminary inspection 9 Final inspection 5 day Q c`"> Landscape Architect. Use 3M DBY Direct Bury Wire Splice Kits or dry splice type P 9 plants) ( ) Y P ( ) P ( Y saturated soil condition. You may have to use a backhoe or rotohammers to break up --� � be adhered to insofar as it is possible, and no deviation from such dimensions A. The entire sprinkler system shall be properly ad justed before final acceptance. advance notice required) LLI wire connectors at splices. No underground splices will be allowed without a P Y P P Y J P q ) and turn soil to a minimum depth of 12". If proposed planters are in areas ofco shall be made except with the consent of the Architect. The Contractor shall slice box. Adjustments shall include but not necessarily be limited to: (1) Adjustment of o P existing paving or baserock, remove at least 12" of material and bring in top soil Q verify all dimensions at the site and shall be solely responsible for some or arc and distance control devices on sprinklers, including changing nozzle sizes if PART 2 - PRODUCTS U (0 °' up to grade required by grading plan. Rough grading in planting areas is to be o -0 deviations from same. 2.3 OTHER MATERIALS necessary to assure proper coverage of planted areas. (2) Relocation or addition rn� such that when amendment is incorporated and the mulch is installed, the grade will � � A. Provide other materials, not specifically described but required for a complete of sprinkler heads if necessary to properly cover planted areas, without causing 2.1 TOPSOIL z P Y q P be +- 1" to finish grade. U fl 1.4 LAWS AND REGULATIONS and proper installation, as selected b the Contractor subject to the approval of excessive water to be thrown onto building, walks, paving, etc. (3) Throttling of A. Native topsoil or import landscape soil Q N cC6i P P Y J PP B. Soil Preparation: (1) Distribute soil (organic) amendment and fertilizer in J A. The Contractor shall conform to and abide by all city, county, state and the Architect. automatic valves as necessary to operate sprinklers at manufacturer's recommended U the amounts recommended by the soils lab over all planting areas unless noted w federal building, labor and sanitary laws, ordinances, rules, and regulations. pressure. (4) Adjustment and testing of all automatic control devices to assure 2.2 NATIVE TOPSOIL otherwise on the Plans. (2) Rip and/or till the amendment and fertilizer into the their proper function, both automatically and manually. (5) Installation of A. Native soil on site without admixture of subsoil, free from rocks over two CZ top 6" to 8" of soil until they are thoroughly mixed in. Hand work areas uJ 1.5 LICENSES AND PERMITS pop-up heads anywhere there is a chance of pedestrians or vehicles hitting heads cubic inches, debris, and other deleterious material. Native topsoil is to be J inaccessible to mechanical equipment. (3) Moisten to uniform depth for settlement >, A. The Contractor shall give all notices and procure and pay for all permits and PART 3 - EXECUTION even if pop-ups are not shown on the plan. (6) Installation of check valves to stripped, stockpiled, and reinstalled. >_ co and regrade to establish elevations and slopes indicated on Drawings. licenses that may be required to complete the work. keep sprinkler head drainage from eroding landscape areas, wasting water, or 0 � 3.1 SURFACE CONDITIONS creating soggy spots in the landscaping. 2.3 IMPORT LANDSCAPE SOIL (,r 1.6 SUBMITTALS A. Examine the areas and conditions under which the work of this Section will be A. Import landscape soil must be tested and meet the following specification: 3.3 FINISH GRADING LJJ M A. At the request of the owner or the Landscape Architect, submit manufacturer's 3.8 AS-BUILT DRAWINGS AND INSTRUCTION 1. TEXTURE: A. The Contractor shall make himself familiar with the site and grading plans and ti performed. Correct conditions detrimental to timely and proper completion of the (� and/or supplier's specifications and other data needed to rove compliance with the Sandy loam to loam do finished grading in conformance with said Plans and as herein specified. / PP P P P work. Do not proceed until unsatisfactory conditions are corrected. A. Regularly update a print of the system noting any changes which are made by points between es l l l if shall b h d t sa e uniform eves or so di i i th t d otherwise indicated Grades no specified requirements including certificates stating quantity, type, composition, dimensioning features below grade from surface features with at least two 2. GRADING: B. P P weight, and origin of all amendments, chemicals, import soil, planter mix, plants, SEIVE SIZE PERCENT PASSING SIEVE where elevations are given or between points established by walks, paving, curbs, 9P P P 3.2 EXCAVATION dimensions. Prior to final approval, give the Owner 2 copies of clean blueprints and irrigation equipment used on the site. 25.4 mm (1") 95 - 100 or catch basins. Finish grades shall be smooth, even, and on a uniform plane with gA. Trenches may be excavated either by hand or machine, but shall not be wider marked to show changes during construction. The most important features to mark on than is necessary to lay the pipes. Care should be taken to avoid damage to the plan are valves, pressure lines, wires, and hose bibs. 9.51 mm (3/8") 85 - 100 no abrupt changes of surface. Minor adjustments of finish grades shall be made at 53 Micron (270 mesh) 10 - 30 the direction of the Landscape Architect, if required. 1.7 PRODUCT SUBSTITUTIONS B. After the system has been completed, inspected, and approved, instruct the P q existing water lines, utility lines, and roots of plants to be saved. Y P P PP 3. CHEMISTRY - SUITABILITY CONSIDERATIONS: C. All grades shall provide for natural runoff of water without low spots or A. Any product substitutions shall be requested in writing. The Landscape B. Minimum depth of cover for buried pipelines shall be: 1. Eighteen (18) inches Owner's maintenance personnel in the operation and maintenance of the system. Give g P P Architect must approve or refuse any substitutions in writing. Lack of written the Owner completed warrant cards for the irrigation equipment and ke s to a. Salinity: Saturation Extract Conductivity (ECe x 103 @ 25 degree C.) Less pockets. Flowline grades shall be accurately set and shall be not less than 2% for mainline pressure piping. 2. Eighteen (18) inches for 24 volt wiring from P y gy than 4.0 gradient wherever possible. Grades shall slope away from building foundations approval will mean the substitution is not approved. Any difference in cost to the controllers to remote control valves. 3. Twelve (12) inches for lateral controllers and hose bibs. 9 P P Y 9 Contractor of a less expensive substitution shall be credited to the Owner's b. Sodium: Sodium Adsorption Ration (SAR) Less than 9.0 unless otherwise noted on Plans. All finish grades (top of mulch) are 1" below distribution lines. 4. Twenty-four (24) inches, minimum cover, with 6" sand c. Boron: Saturation Extract Concentration Less than 1.0 PPM finish grade of walks, pavements, curbs, and valve boxes unless otherwise noted. bedding and 6" sand cover for any pipe or wire sleeve under A.C. paving. SOIL PREPARATION AND PLANTING d. Reaction: pH of Saturated Paste: 5.5 - 7.5 C. Under existing paving, piping may be installed by jacking, boring, or hydraulic e. Lime: less than at by weight 3.5 MULCHING 1.8 ERRORS AND OMISSIONS driving except that no hydraulic driving will be permitted under asphalt concrete PART 1 - GENERAL 9 P Y 9 P P A. Recultivate soils compacted by planting or other operations and smooth the A. The Contractor shall not take advantage of any unintentional error or omission pavement most pipes and sleeves under A.C. paving are to be installed prior to 4. PESTS: P ( P P P 9 P soil areas prior to applying mulch. Mulch all planting areas to a depth as noted �1DSCgpF in the drawings or specifications. He will be expected to furnish all necessary 1.1 DESCRIPTION a. The population of any single species of plant pathogenic nematode: fewer than installation of the paving). Where cutting or breaking of existing pavement is on plans. This depth should be as per the plans even after being settled and �� materials and labor that are necessary to make a complete job to the true intent A. The work includes, but is not necessarily limited to, the furnishing of all 500 per pint of soil. � No. 2176 necessary, secure permission from the Architect before cutting or breaking the y g stepped on 30 days after installation. Water lightly to settle mulch. Do not v and meaning of these specifications. Should there be discrepancies in the drawings pavement, and then make necessary repairs and replacements to the approval of the materials, equipment, and labor required to do the installation and complete 5. ORGANIC MATTER ors specifications, the contractor shall immediate) call the attention of the bury ground cover with mulch. Place and settle mulch in such a way that it does P Y n Architect and at no additional cost to the Owner. placement of topsoil, fine grading, soil conditioning, and planting. a. Soil is to have 5% to 10% organic matter at below 18 inches in depth. not get washed onto paving or block drain swales or inlets. Architect to some and shall receive the complete instructions in writing. Soil is to have less than 30% organic matter at 0 to 18 inches in depth 6/72/22 3.3 INSTALLATION OF PIPE 3.6 WEED CONTROL P Organic matter to be less than 1" dia. Do not use mushroom compost. "tom F FO 1.9 INSPECTIONS/REVIEWS DEFINITION 1.2 QUALITY ASSURANCE No noxious weeds are allowed. OF CALF A. Handling and assembly of pipe, fittings, and accessories shall be by skilled A. The Contractor is responsible for pre-emergent weed control. Follow the A. Inspection or observation as used in these specifications means visual A. Plant Identification and Quality 6. FERTILITY CONSIDERATIONS: tradesmen using methods and tools approved by the manufacturers of the pipe and manufacturer's directions. The Contractor is responsible for the replacement of observation of materials, f 1 equipment, or construction work on an intermittent basis . Plants are to be true to name, with one o each bundle or lot tagged with the a. Soil is to contain sufficient quantities of available nitrogen, phosphorous, any plants (other than weeds) that are hurt or killed due to the misuse of weed equipment and exercising care to prevent damage to the materials or equipment. to determine that the work is in substantial conformance with the contract name of the plants in accordance with standards of practice of the American potassium, calcium, and magnesium to support normal plant growth. In the event of documents and the design intent. Such inspection or observation does not B. Metal pipe threads shall be sound, clean cut, and cored to full inside Association of Nurserymen. In all cases, botanical names take precedence over control products or use of the wrong product. Clay soils can increase the affect g p Y P nutrient inadequacies, provisions shall be made to add required materials to diameter. Threaded joints shall be made up with the best quality pure joint of certain pre-emergents. Adjust the application rate accordingly. Some owners constitute acceptance of the work nor shall it be construed to relieve the common names. overcome inadequacies prior to planting. contractor in any way from his responsibility for the means and methods of compound carefully and smoothly placed on the male threads only 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, 7. COMPACTION may prefer hand weeding to chemical weed control although it is usually more construction or for safety on the construction site. Inspection or observation C. On plastic threaded connections use the sealer recommended by the manufacturer throughout the system. eggs, larvae, excessive abrasions, sun scalds, or other objectionable a. Compact the soil enough so it doesn't settle more when walked on and not expensive. ! 1 will be done by the Landscape Architect only if requested by the owner in writing. disfigurements, and shall conform to the standards as outlined by the California significantly over time where the flow of drainage will be affected or soil needs to be `J This service will require a written contract for additional fees. of the plastic valve or fitting. Do not use paste sealer products on plastic Association of Nurserymen. Tree trunks shall be sturdy and well "hardened off". added. Don't over compact or work soil when it has too much moisture. 3.7 MAINTENANCE valves. Tighten plastic threaded connections with light wrench pressure only. All plants shall have normal well developed branch system, and vigorous, fibrous Dig bottom layer of import soil into existing soil. Compact in 6 inch lifts. A. Maintenance shall begin immediately after each plant is installed. � O D. Connections and controls shall be functionally as shown on the drawings, but B. Maintenance will include: root systems which are not root bound. Ground cover plants (rooted cuttings) shall 2.4 ORGANIC SOIL AMENDMENT ^ ` physically shall be the most direct and convenient method while imposing the least 1. Continuous operations of watering, weeding, cultivating, fertilizing, W have well developed root systems and be kept moist prior to and during A. Redwood sawdust, 0-1/4" in diameter, that is nitrogen stabilized by the hydraulic friction. Install lines in planting areas whenever possible. spraying, insect, pest, fungus, and rodent control, and any other operations to � LANDSCAPE IRRIGATION installation. Plants shall be nursery grown and of size indicated on Drawings. supplier, and contains a wetting agent. Also see note on planting plan E. Thread male PVC connections into metal female connections rather than the All plants not conforming to those requirements will be considered defective, assure good normal growth. W PART 1 - GENERAL opposite. removed from the site and replaced with acceptable new plants at the Contractor's 2.5 ORGANIC MULCH 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, Q F. Interior of pipe fittings, and accessories shall be kept clean at all times, expense. A. See Planting Plan herein specified, furnish and apply any additional fertilizers necessary to 1.1 WORK INCLUDED and all openings in piping runs shall be closed at the end of each days work or 3. Sod shall have a well developed root system. Yellowing, brown, diseased, 2.6 PLANTER SOIL MIX maintain plantings in a healthy, green vigorous growing condition during the otherwise as necessary to prevent the entry of foreign materials. Bending of maintenance period. O dried, or pest infested sod shall be rejected. Sod is to be cleanly mowed within A. See Planting Plan and Details. galvanized steel pipe will not be permitted. Install plastic pipe with the 3. Weeding, Cultivating and Clean Up: Planting areas shall be kept neat and free A. The work includes but is not necessarily limited to the furnishing of all 72 hours of delivery to the site. Sod is to be delivered to the site within 24 markings turned up to be seen from above until the pipe is buried. "Snake" the from debris at all times and shall be cultivated and weeded at no more than 10-day materials, equipments, and labor required to install a complete irrigation system. hours after being harvested and installed immediately after being delivered. Sod 2.7 BACKFILL FOR PLANT PITS a 1 o pipe in the trenches so that there will be a small amount of excess length in the intervals. / shall not be stored on the site overnight. Any sod delivered to the site that A. For native soils with 50% or more clay content - 75% topsoil and 25% organic line to compensate for contraction and expansion of the pipe. 4. Insect, Pest and Disease Control: Insects and diseases shall be controlled by \ J 1.2 GUARANTEE. The entire sprinkler system shall be guaranteed by the Contractor cannot be installed the some day shall be removed and not used on the site. amendment thoroughly mixed and incorporated together with no topsoil clods larger / G. Place backfill in 6" layers such that there will be no settling. The top 6" of the use of approved insecticides and fungicides. Moles, gophers, and other in writing to be free from defects in material and workmanship for a period of one 4. Ground cover is to have well developed roots and foliage. It is to be grown in than 1/2" diameter. In heavy clay soils or other soils with large clods this will /� year from acceptance of the work. The guarantee shall include repair of an trench soil is to be the top soil and soil amendment mixture. All backfill shall be free and delivered to the site in flats. rodents shall be controlled by traps, approved pellets inserted by probe gun, or ( � ) nl y p g p y require mixing the backfill in a stockpile at the site or at the supplier. For �L/ tV of rock and debris. Test pipe for leaks prior to backfilling joints. Obtain other approved means. settlement occurring within the guarantee period, including related damage to 1.3 SUBMITTALS soils with less clay content amend only the top 8" of the plant pit backfill as per Q approval of the owner's representative before backfilling joints. 5. Protection: Work under this Section shall include complete responsibility for paving, landscaping, or improvements of any kind. A. Provide the results of lab tests done on representative samples of existing the soils lab recommendations. maintaining adequate protection for all areas. Any damaged areas shall be U soils and imported soils to be used for the top 12" or more of landscape area. 3.4 INSTALLATION OF EQUIPMENT repaired at no additional expense to the Owner. 1.3 REVIEWS Tests are to be done by a reputable soils lab (i.e., Perry Lab, Watsonville or 2.8 FERTILIZER A. Flush lines clean prior to installation of valves, sprinkler heads, or hose 6. Replacements: Immediately replace any plant materials that die or are (D A. Request the following reviews prior to progressing with the work: (1) Layout Santa Clara Soil and Plant Lab). Samples to be tested are to be collected by lab A. Fertilizer needs and amounts will be based on the results of the soil test Q bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose damaged. Replacements shall be made to the Specifications as required for of system (2) Depth of lines prior to backfilling (3) Coverage adjustment of all personnel. Soil samples are to be tested for: • bibs, and other equipment as per the Irrigation Plan and details original plantings. v .heads, valve boxes and operation of system. 1. Particle size distribution (clay, silt, sand). B. Sod lawn areas (there is no lawn on the plan) 7. Hand Watering: Even when planting areas are watered with automatic O (calcium, magnesium), boron, sodium, pH level. 2. Agricultural suitability including any excess problems; i.e., salinity N 1.4 WATER PRESSURE 3.5 ELECTRICAL WORK irrigation, the soil surrounding the plant pits can be moist while the A. The line voltage work shall consist of connecting the controller to the nearest 2.9 PLANT MATERIAL SUBSTITUTES sawdust/sand root ball is dry. This can cause the plants to deteriorate or not A. Verify the existence of the minimum acceptable volume of water at the minimum 3. Fertility - amounts of available nitrogen, potassium, phosphorous, iron, available 115 volt supply. The line voltage connection shall be in conduit, in A. Substitutes will not be permitted except when proof is submitted that plants grow (even during the winter). The plants will do best (especially during the hot acceptable dynamic pressure as per plan at the point of connection at the earliest magnesium, copper, zinc, and boron. opportunity,, reporting insufficient volume and/or pressure to the Landscape accordance with local electrical code. Controllers mounted inside buildings can be specified are not available and then only upon approval of the Landscape Architect season) if they are hand watered deeply until their roots grow out into the PP Y P 9 / P P 4. Chemicals and/or poisons that would hinder plant growth. The owner is to plugged into outlets. The low voltage work shall include all necessary wiring from and Owner. surrounding soil. Architect. Contractor is responsible for cost of installation of pressure regulator decide if tests for poisons will be done since there is a small chance that any if pressure exceeds 80 psi. the controller to the automatic sprinkler valves, installed in accordance with the P P exist and the cost of testing for them is expensive and difficult. manufacturer's recommendations. A loop of extra wire, a minimum of eighteen (18) 2.10 OTHER MATERIALS 3.8 PRELIMINARY INSPECTION An interpretation of the test results and their affect on plant performance done by 1.5 UTILITIES inches long shall be provided at each automatic valve. Appropriate expansion loops A. Provide other materials, not specifically described but required for a complete A. As soon as all the planting is installed, the Contractor will request the he lab staff or an approved horticultural consultant should be included in the t shall be provided throughout the system to assure that no wiring will be under and proper installation, as selected by the Contractor subject to the approval of Owner's Representative (in writing) to make a preliminary inspection. The 30 A. Verify the location of all existing utilities and services in the line of work report. The Owner is responsible for the cost of initial testing and for any LANDSCAPE stress. the Landscape Architect. calendar day maintenance period will start when the work is approved. Replacement before excavating. Take all precautionary measures necessary to avoid damaging additional chemicals and amendments that are required that are not already included SPECIFICATIONS B. All splices and connections on the 24 volt system shall be made using 3M DBY and/or repairs may be required for approval. The Contractor is to notify the Direct Bury Splice Kits, Rain Bird Pentite connector, or equal. in the Specifications or Drawings. Soils tests must be done as soon as possible Owner and the Owner's Representative in writing when the 30 day maintenance period and prior to ordering or installing soil amendments or plant materials. Plant PART 3 - EXECUTION 1.6 ELECTRICAL CONNECTION C. Wiring, wherever possible, shall be placed in the same trench with, and begins. alongside of, the irrigation main water line. Tape and bundle wire every ten feet. selections and soil amendment specifications are subject to change depending on the A. Verify existence of 110 Volt 20 Amp. circuit for irrigation controller (by .results of the soil tests 3.1 SURFACE CONDITIONS All wiring placed under paving shall be put in adequately sized Sch 40 PVC pipe 3.9 FINAL INSPECTION others) at location noted on plan for installation of controller. 5. If bidding is done prior to soil fertility tests, bid 6 cu yds. of nitrolized A. Examine the areas and conditions under which the work of this Section will be sleeves prior to paving operations. A. At least 5 days prior to the anticipated end of the maintenance period, the RWD sawdust and 16 lbs. of 12-12-12 fertilizer per 1000 sq.ft. tilled or dug into performed. Correct conditions detrimental to timely and proper completion of the D. Wire for 24 volt control lines shall be size #14 OF direct burial irrigation Contractor shall submit a written request for final inspection. The planting the top 6" to 8" of soil in all planting areas for bidding purposes only. Revise work. Do not proceed until unsatisfactory conditions are corrected. 6/10/22 wire. Unless noted differently on the plan, common grounds shall be white, size areas shall be weeded, neat and clean. The work shall be accepted by the Owner Date bid when results of soil fertility tests are obtained. B. Weed and Debris Removal - All ground areas to be planted shall be cleaned of #14 OF direct burial wire. For wire runs over 1000 feet consult with Landscape exclusive of the plant materials upon written approval of the work by the Owner's As Noted Scale Architect for wire size. Under no circumstances, on multiple controller all weeds and debris prior to any soil preparation or grading work. Weeds and Representative. installations, will a single common ground, shared by each controller, be debris shall be disposed of off the site. Drawn Greg permitted. Each controller shall have its own separate common ground wire. Job Sheet L7 of 8 Revision Community Develop par"6ATER-EFFICIENT LANDSCAPE CHECKLIST Landscape Documentation Package Checklist WATER BUDGET WORKSHEET Plan ing Di isio rtinoommunity Development Department Community Development Department LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 �CUPSRTINO AP R Cupertino, CA 95014 planning@cupertino.org 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 1 - PROJECT INFORMATION http://cupertino.org/planning Cupertino, CA 95014 planning@cupertino.org a] Case ## TM- 21-0 CUPERTINO http://cupertino.org/planning a Date - 9/7/22 R-20 b Applicant - Greg Lewis - Landscape Architect _ _ AIID�,, 'CERTIFIED/LICENSED PROFESSIONAL INFORMATION Approval I 1 -U I PART 1: PROPERTY INFORMATION c Project Address - 20860 McClellan - Lot 6, Cupertino pp _� (] � &COMPANYADDRESS PROJECT ADDRESS A.P.N. - Approval Date 10/18/ 2�bMPANYGregory Lewis - Landscape Architect "° �'� 20860 McClellan - Lot 6, Cupertino d Total Landscape Area 3359 sf NAME LIC./CERT.# e Type of project -single family residential Signature Brlknne Hdrk nry I Pwis #2176 ,� 9 Z�� REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA g Checklist of all documents in package - see this page Cas MipCD -q#(,rIL PHONE FOF G,��F° 45.3 3359 SQ.FT. 3069 SQ.FT. FT lewislandscape@sbcglobal.net (831 ) 359-0960 PROFESSI NAL SEAL 0 SQ. . h Contacts of Applicant - Owner - Lok Damiready PART 2: PROPERTY& PROPERTY OWNER INFORMATION PART 2: SAMPLE HYDROZONE TABLE (925) 698-1727 Alok Damiready alok@soleez.com REGULAR LANDSCAPE AREA i "I agree to comply with the requirements of the water efficient landscape 0 HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF X LAND- ETWi7 W FACTOR(PF) METHOD EFFICIENCY(IE) (PF/IE) AREA(SQ.FT.) SCAPE AREA ordinance and submit a complete Landscape Documentation Package" C)CD 7756 Country Ln., Pleasanton, CA 925-698-1727 1 0.25 Drip 0.81 0.3086 2561 790.43 22,200 v 20860 McClellan - Lot 6, Cupertino M 2 0.5 Drip 0.81 0.6173 257 158.64 4456 Q M PROJECT TYPE(CHECK APPLICABLE) WATER SOURCE W S a� New Potable 3 .25 Drip 0.81 0.3086 25 7.72 217 0- a) TOTAL LANDSCAPE AREA TURF PLANT AREA Q (.0 Fo Rehabilitated Recycled (� CD -0 ❑ 3359 290 4 .5 Drip 0.81 0.6173 226 139.51 3918 C0 0 ❑ Non-Residential ❑ On-site captured rainwater SQ.Fr. SQ.FT. Owners Signature Date Q Grawater 5 .8 Spray 0.75 1 .0667 290 309.33 8688 z U � WATER PURVEYOR NON-TURF 69 TAREA SPECIALLANDSCAAPEAREA Q Ua A.APPENDIX B - WATER EFFICIENT LANDSCAPE WORKSHEET - SEE SHEET LO J SQ.Fr. SQ.FT. TOTALS (A)3359 (B) 1406 (Y Cl) C PART 3: COMPLIANCE CHECKLIST 9,479 B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET Ll AND IRRIGATION PLANLU - Landscape Parameter Requirements Compliance SPECIAL LANDSCAPE AREA SEE SHEET L2, L3, L4 - TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area YES 1 � L no turf (No turf in non-residential area) GRADING PLAN - see Civil Grading and Drainage Plans by civil engineer. O 0- Turf shall not be planted on slopes more than 25%. YES TOTALS (C) 0 (D) O (Z) 0 � ti All portions of turf areas shall be wider than ten(10)feet(unless irrigated with YES subsurface irrigation or low volume irrigation system). PART 3• WATER BUDGET CALCULATIONS DEFINITIONS The following items shall be submitted to the Director of Community Development (Y) + (z)39,479 ETWU < 51887 r • HYDROZONE:Put in hydrozone#,letter,or planting when a landscape project is subject to the requirements of this chapter, prior to final PLANTING AREA At least 80% (100% for non-residential area)of non-turf area shall consist of - ( , (MANA) description.(e.g.1,2,3;A,B,C;front porch,adjacent to driveway, native or low water use plants. YES front lawn,etc.) inspection PART 4: ETAF CALCULATIONS • PLANT FACTOR(PF):Use WUCOLS to determine Plant Factor. No invasive and/or noxious plant species shall be planted. YES Plant factors are 0-0.1 for very low water use plants,0.1-0.3 for low Average ETAF for Regular Landscapes = (B) _ (A) water use plants,0.4-0.6 for moderate water use plants,and 0.7-1.0 A.CERTI FICATE OF COMPLETION Plants with similar water needs shall be grouped within hydrozones.Each AYES for high water use plants. hydrozone shall be controlled by a separate valve. 0.42 (ETAF) < (0.55 for residential) • IRRIGATION METHOD:Overhead spray or drip • IRRIGATION EFFICIENCY(IE):0.75 for spray and 0.81 for drip B.CERTIFICATE OF INSTALLATION, FOLLOWING INSTALLATION OF LANDSCAPING SOIL MANAGEMENT Atleast4cu.yds.ofcompost,six(6)inchesdeep,shallbeapphedper1X0sq.&oflandscapearea YES (ETAF) < (0.45 for non-residential) ETAF:The maximum average EvapoTranspiration Adjustment Factor for residential properties,exclusive of Special Landscape A minimum three 3 inch layer of mulch shall be applied on all exposed soil Site-wide ETAF = B + D + A + C Areas,is 0.55 and for non-residential properties is 0.45;ETAF for ( ) Y pp p ( ) ( ) C. IRRIGATION SCHEDULE surfaces of planting areas,except in areas of direct seeding application(e.g. y YES new and existing Special Landscape Areas shall not exceed 1.0. I"� 0.42 Site-wide ETAF ETo=evapotranspiration rate means the quantity of water hydro-seeding). evaporated from adjacent soil and other surfaces and transpired by plants during a specified time D.LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE Grading shall be designed to minimize soil erosion,run-off,and water waste. YES 0.62 is a conversion factor that converts acre-inches/acre/year top IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or FORMULAS gallons/sq.ft./year. YES E.IRRIGATION AUDIT REPORT No. 21176 no irrigation soil moisture sensor data and utilize a rain sensor. ETWU= ETo x 0.62 x (ETAF x Landscape Area) n Estimated Total Water Use -� system Irrigation controllers shall be a type which does not lose programming data in YES r 4 0 2024 the event the primary power source is interrupted. MAY1 A = ETo x 0.62 x [(ETAF x Landscape Area) + ((1-ETAF) x SLA)] Maximum Applied Water Allowance 22 J, �Q q�F OF CAL�F�� Page 1 of 1 IMWATER-EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org CUPERTINO http://cupertino.org/planning Landscape Parameter Requirements Compliance U IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the o dynamic pressure of the system is within the manufacturer's recommended YES n 1 pressure range. �LJ L Manual shut-off valves(such as a gate valve,ball valve, or butterfly valve) shall be installed as close to possible to the point of connection of the water supply. YES Q All irrigation emission devices must meet the requirements set in the ANSI (� standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter v Standard." All sprinkler heads installed in the landscape must document a N YES O distribution uniformity low quarter of 0.65 or higher using the protocol defined Y`� in ASABE/ICC 802-2014. Dedicated irrigation meters are required for non-residential projects with more YES W than1,000 sq.ft. of landscape area. this is single family residential > O T� WATER FEATURES Pool and spa covers shall be installed. N o 0 o I or spa ❑ YES n 1 Vn` ❑ pool Recirculating water systems shall be used for all water features. None YES U ❑ other: Q -9no water features Water features are limited to 10% of the landscaped area. None ❑ YES U W I am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects of O water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies with the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any • changes to the project will necessitate a new checklist. ('0000) O N fir' Cols 91-]122 ❑ Landscaping is not Installed yet ❑ Applicant Comments ❑ Use additional paper if necessary ❑ LANDSCAPE DOCUMENTATION 1-1 Staff Evaluation Staff Comments Approved ❑ Date 9/7/22 Scale As Noted J Not Approved ❑ Drawn Greg Permit# ❑ Job Sheet Sfef!ATURE DATE Page 1 of 2 of 8 Water Efficient PlantingNotes Landscape Screening Plant Legend Revision Community Development Department p g, „ KEY QTY SIZE SPACING WUCOLS 10 -O 10 -O RATING BOTANICAL NAME COMMON NAME Plan ing Division - CupehinbESS THAN 25% OF PLANTING AREA IS TURF ON EACH LOT- ONLY LOTS 5 AND 6 HAVE LIVE LAWN. 13 -7 10 -0 .��_1��_���____, , , .�, GALLONS ---------------- --------- ----- 'CUPERTINO 2 AT LEAST 80% OF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS � i' max. t aX. t ' max. yp: ' max, t p;I STREET TREE APPROVED ❑ 3 PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE SHALL BE CONTROLLED _� _ ' _ _ _ I _ 7 I_ _ I PC 3 24" box LOW Pistacia chinensis Chinese Pistache Case ## TM-2 21-006, _ _ R-20 4µ040 to 5, BY A SEPARATE GROUP OF VALVES �_ t LN o LN° L�'- L 7 Min. height of installed replacement tree is 6 feet when planted RRFV -015. -016, 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER PER 1000 SF OF oI I Order from nursery a long time in advance to be sure you can get them minimum height required Approval B NIC i PLANTING AREA SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL EXCEPT UNDER CANOPY OF EXISTING - I LP LP LP FRONT YARD AND ADDITIONAL TREES Approva I Date 10/18/22 ( N �I o ; LN I LI 7 24" box LOW La erstroemia Tuscarora Crape Myrtle I,E-E-5 In. E SAVED) OR FOLLOW THE AMENDMENT AND FERTILIZER RECOMMENDATIONS OF A SOIL FERTILITY TEST AND U ----- —I— o,, g p y Signature Bri nne Harkousha ANIAI vcic FROM A SOIL LAB (HIGHLY RECOMMENDED) ; M LM LM PC 3 24" box LOW Pistacia chinensis Keith Davies Chinese Pistache Case Manager Q- 1 '< ' S Min. height of installed front and and street trees is 8 feet when planted 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN a91 Lawn � � g Y p AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. USE VISION RECYCLING DARK BROWN MAHOGONY COLORED o0I _ 29'X10' Order from nursery a long time in advance to be sure you can get them minimum height required WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER MULCH APPROVED BY THE OWNER (PROVIDE SAMPLES) SL PRIVACY SCREENING SHRUBS 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE ADDITIONAL NOTES I LN 10 15 10' max LOW Laurus nobilis Grecian Laurel 7 SEE SHEETS L4 AND L5 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS IN FINAL CONSTRUCTION I LN N PG 4 15 10' max IVIED Podocarpus gracilior Fern PineCD DRAWINGS WHEN THEY ARE DONE I o I I Min. height of installed screen shrubs is 6 feet when planted (J M 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, CIVIL, OR I N I Order from nursery a long time in advance to be sure you can get them minimum height required Q STRUCTURAL ENGINEER I ( SHRUBS MC - 5 5 - 8 LOW M rtus communis Myrtle 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE MOST CURRENT I I N y y Q o SET OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES I I I LC - 5 4' - 6' LOW Loropetalum Razzleberry or other maroon one a I i 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION COMPONENTS. zI GROUND COVERS " N SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR BUILDINGS PRIVACY I 1 •o I ( L - 1 4' - 6' LOW Lomandra Platinum J SCREENING NOTES `° " N N - 1 3' - 6' LOW Nandina Gulf Stream Heavenly Bamboo C 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE, MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT I DV - 1 3' - 6' LOW Dietes irridioides Fortnight Lily J E TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. 12 PRIVACY PLANTING: THE FINAL PRIVACY-PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING I SR - 1 3' - 6' LOW Salvia Lipstick Red Salvia DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE SHALL BE CONSISTENT WITH SL - 1 3' - 6' LOW Salvia leucantha Santa Barbara Mexican Sage o co THE CITY'S REQUIREMENTS. o; LM - 1 3' - 6' LOW Lantana montevidensis purple Low Purple Lantana 0 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS PROPERTY TO i I LW - 1 3' - 6' LOW Lantana montevidensis white Low White Lantana INFORM FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION REQUIREMENTS I DV CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT I LP - 1 3' - 6' LOW Limonium perezii Sea Statice THAT IS 5 FT OR LESS FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO LB - 1 4' - 6' LOW Lomandra Breeze APPROVAL BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE D COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. I BF - 1 4' - 6' LOW Bulbine frutescens - 14 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE PRIVACY TREES AND I I 0 1 3' LOW Chondropetalum tectorum Small Cape Rush C NEW FRONT YARD TREE I N D � J - 1 3' LOW Juncus patens Elk Blue CA Gray Rush a 15 CONTRACTOR SHALL REFER TO GRADING PLAN FOR SITE GRADING AND DRAINAGE INSTALLATION I SECOND 3❑ Lawn sod HIGH Turf tall Fescue sod with 2x4 rough redwood header board I PG110: Plant quantities are for planning purposes only. 16 THE CITY REQUIRED PRIVACY PLANTING SHRUBS AND THE REST OF THE LANDSCAPING ON EACH LOT WILL REDUCE -- - --off STORY Contractor to install all plants shown on Ian and verify plant count. o PRIVACY IMPACTS FROM EACH LOT TO THAT LOT'S NEIGHBORS �I I p p y O 6 7 Ask owner if he wants to increase any of the installed plant sizes No. 2176��� s� 17 SEE SHEET L2 FOR TREE PROTECTION MEASURES AND PLAN INCLUDING TREE PROTECTION FENCING - ! 0 I J �r (pis 4 30 72024 n inew outi i 7 22 \P 0� x*� °; 3 a I OF CAL\F Landscape Site Legend �� C5 D 1 ] Driveway Paving - Permeable interlocking concrete paver system o1 capable of supporting vehicle traffic - manuf., series, pattern, and color to o1 �� 0 DV be selected by owner _o 1 a h3� �i R,G AQ 2❑ Front yard walkway - Concrete or pavers, pattern and color to be U El 6 > I U selected by owner. of I i poi PG a L � o 3❑ Paving for side yard walkways natural gray color concrete.with no color --- -- - o ; added and score joints or conc. interlocking pavers as selected by owner. 2nd 4� CD Story ® Rear patios- Concrete or pavers, pattern and color to be selected by deck owner. Install score joints and expansion joints to control cracking if conc. © L is used. Use concrete steps, color to go well with pavers if pavers used V, I O er e I L 5 Existing fence - Repair and or replace as needed riv LM Li o ❑ 9 p p N y � O V © Install new 3 foot wide gates with galy. hardware o Aft 10 Path 30�F o a o e SS ss s — ° � _° 30 Path 6O( LB) LB LB 1 s Q U 7 Install 6 foot high wood fence vertical overlapping 1x8 or 1x6 RWD V, a 1 U ❑ 9 Pp 9 a LP or cedar with 2x4 RWD horiz. rails, 2x8 PT kicker, and 4x4 PT posts max. LP LP 8 oC 0 CD LP -- erm ble • — `O LNo LN o LN o '� \ C� o wa ® C C 1 cv C C C C C C C SD SD LP Ll LB LB LB • 10 Min. 2 feet wide landscape strip for drainage swale along sides of 5 ` 5 5 property ❑ PLANTING 11 3 feet wide gravel path/landing - 3" deep gravel with weed cloth and PLAN 2x4 redwood header - gravel to be selected by owner 12 Driveway Paving - Permeable interlocking concrete paver system capable of supporting vehicle traffic - manuf., series, pattern, and color to be selected by owner. This represents a front pedestrian path and should Date 9/7/22 be a contrasting color and or pattern that goes well with the rest of the Sale As Noted driveway and matches the front walk paving if possible in pattern and Drawn Greg color. Job 1 / ��_ 1 �_O�� Sheet GARB Concrete or paver pad for Garbage and Recycle Bins min. 3' x 7' I 8 I I :::] L I 0' 4' 8' of 8 Revision Community Development Department Plan ing Division — Cupertino 4CUPSRTINO APPROVED Tree to be removed (typ) Advanced Tree Care 208{r0 McLellan Rd.,Cupertino _ _ _ _ _ Case ## TM- 21-006, gf*�)East San Carlos Ave,San Carlos May 25,2021 --=— —=-- —== =—=— Advanced Tree Care 20860 McLellan Rd.,Cupertino R-20 4 0 het 5, i T I gba East San Carlos Ave,San Carlos May 25. 2021 Approval I � - -015 -016 I CI� ' Tree Stlrvev ' I P ' P Tree Protection Plan Approval I Date 10/18/22 ' pp Tree# Species DBH Ht/Sp Con Hating Comments I 1. The Tree Protection Zone(TPZ)should be defined with protective fencing.This should be Signature Bri nne Harkousha I t nouglas fir t2.3" 40)20 40 Good health,poor wrtdidm,one sided. i I cyclone or chain link fencing on 1 t/2-or T'posts driven at]cast 2 feet in to the ground standing at Pseudolsrr a me=enr unbalanced,Not Regulated REMOVE I cia Case Manager g I least 6 feet tall.Normally a TPZ is defined by the dripline of the tree. I recommend the TPZ's Lawn � I 2 Fig 8.6"18-9" 12J15 50 Good healtlt,fair condition,topped REMOVE O ' 1 as follows:- N Ficus.spp Not Regulated ' 29'x 1 OI Tree# 11:TPZ should be at 1 I feet radius from the trunk of the tree in accordance with Type I Tree 3 Persimmon 1 1.2" 25115 60 Fair health and condition i SFl REMOVE i Protection as outlined and illustrated in image 2.I5-1 and 2 Di❑q[rIxf,s.Japoinea Not Regulated CU 4 Walnut 14.3- 15/20 10 Very poor health and condition REMOVE Tree# 12:TPZ should be at 8 feet radius from the trunk of the tree in accordance with Type I Tree LU C) Jugluns rrigru Not Regulated i G ra v. Path I Protection as outlined and illustrated in image 2.15-1 and 2 i6y. _ rn O 5 Citrus I Off @1.' 12110 60 Fair health and condition I (� rn Cirrus spp Not Regulated REMOVE N ; I Tree# 13.TPZ should be at 20 feet radius from the trunk of the tree closing on the sidewalk in M accordance with Type I Tree Protection as outlined and illustrated in irnage 2.15-1 and 2 rE1 6 Aleppo pine 4,0" 60i50 50 1-air heahh and condition i I w co Pirrus hrrlepej:sir Not Regulated REMOVE I Tree# 16.TPZ should be at 20 feet radius Cram the trunk of the tree closing on the sidewalk inLo tl 7 Monterey pine 33.2" 55140 50 Fair health and condition,topped, i � I accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2'€". U co Pinu.c rerdinta Not Regulated REMOVE O 8 Montercy pint 21.5" 50120 45 poor health and condition.(upped REMOVE N ` U Pines radiator Not Regulated ; I Q N 9 incense cedar 1 LT' 3516 45 Poor heald3 and condition ` � I * J U Calocednadecurrens Not Regulated REMOVE I Patio co 0 I U) c rn 10 Incense cedar t2.Z" 3516 45 Poor health and condition ; (n Culneedn4s dcvur ens Nut Regulated REMOVE N I L I W J 11 Coast live oak S.0"/8.3"/R.1" 25J19 60 Good heattIL poor condition. ; _ * 'hype I Tree Protection U � L]rrerelor agrift/ia codominant at'••[regulated SAVE I I The fences shall enclose the entire area Y '• a ''" under the canopy drlpline or TPZ of 0 13 Coax]live trait 12.3" 25f20 64 Good health. orconditiofl 'T' �° SAVE I N I the tree(s) to be saved throughout the life (D uercr�s agrtfolirt Regulated I of the project. or Until final Improvement M IntaGe2.t5-t p l p LIJ r` ' work within the area is required. typically 13 Monterey pine 32.2" 50/50 50 Fair health and condition.neightmr, SAVE � ' Tre$Pralection Fence at the arlpitna q tYP Y � Pines radiata tree,tiot Regulated i I near the end of the project{see Images t 2.15-1 and 2.15-2). Parking Areas: If the 14 Citrus 4.7'14.3-gigrade 1015 10 Very poor health and condition,almost REMOVE i fencing must be located an paving or C'ilrns spp dead.Not Regulated ; sidewalk that will riot be demolished. the posts may be supported by an appropri- 15 Irish yew 19-6"@grade 15115 30 Poor health and condition,codominant i Trcrus haceara at grade.Not Regulated REMOVE i ate grade level GonOrfl# base. w I I 16 Deudar ccdar 31.3" 60/30 50 Good health.poor conditiort,topped. SAVE ' Cedr•us deodara broken limbs,Regulated I 17 Montarep pixie 33.0" 50130 30 Fair health,poor wilditioll,thin cauupy REMOVE Pfrrus rrrdinur lopped,Nut Regulated I IMAGE 2.15.2 18 Stump t I Tree Prolection Fence at the EXpline I I � I SECOND I I 31PagL? ' I a0r, STORY LJ �� No. 2176 ; ElJ 6r I4/30/2024 R—d Data P 9 : 22 \P Advanced Tree Care 20860 McLellan Rd.,Cupertino ; qTF OF CAL\FO�� 965 East San Carlos Ave,San Carlos May 25,2021 i Advanced Tree Care 20860 McLellan Rd.,Cupertino 965 East San Carlos Ave,San Carlos May 25,2021 cl Tree Survev I I . I Tree# Species DB13 HIUSp Con Rating Comments N ' Path I L 2.Any pruning and maintenance of the trees shall be carried out before construction begins.This should allow for any clearance requirements for both the new structure and any construction 19 Incense cedar 17-5" 35/20 40 Poor health and condition REMOVE i machinery. This will eliminate the possibility of damage during construction.The pruning Caltrcedrus decurrens Not Regulated I i should be carried out by an arborist,not by construction personnel.No limbs greater than 4" 20 Douglas fir 22-5" 3$110 0 Dead i N I in diameter shall be removed. 1 pxeudotsugameniesi'f Not Regulated REMOVE I I I � `J Tree# 16 has a lot of dead wood and broken limbs.If this tree is to remain,this tree should be O 21 Pittosporum 4,5"/4.2"15.I" 12I15 7.4 Good health and condition REMOVE i pruned for safety and clearances. Pirro-rpurunr 1rrAiru Not Regulated I Summary: i \ 3.Any excavation in ground where there is a potential to damage roots of F or more in diameter i Tree#s 1,4,9, 10, 14, 15, 19 and 20 are either dead or in very poor health and condition and ' 2 n d \ should be carefully hand dug. Where possible, roots should be dug around rather than tuft r2} should be removed. i 0 (D Story I \'\ 4.If roots are broken,every effort should be made to remove the damaged area and cut it back to 0 pruners.I \ its closest lateral root. A clean cut should be made with a saw or prers. This will prevent Tree#s 6, 7, 8, 13, 17 are pines.Pines are not Regulated trees. Pines arc not tolerant to i deck I �..\ any infection from damaged roots spreading throughout the root system and into the truc!4) U construction impacts and even with all tree protection measures in place,they may decline further ; \ 0 during the construction period and eventually become infested with beetles,which will ultimately ; I �\ 5.Do Not:. ' kill the trees. i I a, Allow run off orspillage of damn in, materials into the area below an tree canopy,\.. damaging y Py N I Permeable \ h. Store materials, stockpile soil,park or drive:vehicles within the TPZ of the tree, n 1 Tree# 18 is a stump standing 1 foot tall I C. Cut,break, skin or bruise roots,branches or trunk without first obtaining permission from the W Q I Driveway city arborist. O \ 0 Tree# 13 is on the neighbor's property and should be protected during construction. I N I d. Allow fires under any adjacent trees. / e. Discharge exhaust into foliage. n > Tree#s €1, 12 and 16 are Specimen trees by merit of their size and species and should be Path ss F. Secure cable, chain or rope to trees or shrubs. W protected during construetiolt N i a e s / Apply voil sterilants under pavement near existingtrees. U Path s '� pp The remaining trees,#ks 2,3, 5 and 21 are smaller trees that are not specimen trees and can be i G. Where roots are exposed,they should be kept co�'ered with the native soil or four layers of wetted, U removed if desired, i �' untreated burlap.Roots will dry out and die if left exposed to the air for too long] ' W I T--------- s 7. Route pipes into alternate locations to avoid conflict with roots-`] I s --------- — `O Permeable • — 8. Where it its not possible to reroute pipes or trenches,the contractor is to bore beneath the dripline t Driveway of the tree.The boring shall take place no less than 3 feet below the surface of the soil in order to v ' avoid encountering"feeder"roots-141 N I t so so ----- so SD SD 9. Compaction of the soil within the dripline shall be kept to a minimum l'`'Ifaccess is required to go ----- ------------------------------------------------------ -- — — ------- --- --------------- — ------- through the TPZ of a protected tree;the area within the TPZ should be protected from compaction either with steel plates or with 4"of wood chip overlaid with plywood. 10,Any damage due to constrttelion activities shall be reported to the project arborist or city arborist within 6 hours so that remedial action can be taken. 11.Ensure upon completion of the project that the original ground level is restored EXISTING TREE 4 F1agL? 6 1 P a g e PLAN Date 9/7/22 Scale As Noted Drawn Greg Job 1 /8 11 1 1_011 Sheet I :::] L2 0' 4' 8' of 8 Revision Community Development Department Plan ing Division — Cupertino 13'-711 10'-0" 101-011 101-01, 101-011 ---------------- ------------�-----------�-------- -� ;---------- 'CUPSRTINO APPROVED I I max, t I ax. t max. fy max. t p.l I I I I I I Case ## T1-006, 0ta 5, = I LN ° LN° LN° LN° LIT Approva I � -015� -016, of � I 610 -t - ' Approval Date 10/18/22 �i, o ; -N Signature Briknne Harkousha Case Manager D01 I ' Lawn / I I 29'x 10' / � � V' N I fI I lO , ' N LU 0 :Gray. Path NcoI 0 I I o U o CMCY) U Patio I JCL `^ U vJ N I I ' nI W I ; V J � v I a> I L 10 I o 0 d N co co �I Privacy Screening Shrubs I I I N KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME GALLONS RATING I , � PRIVACY SCREENING SHRUBS 10 I I N PG 4 15 10' max MED Podocarpus gracilior Fern Pine I00 , LN 10 15 10' max LOW Laurus nobilis Grecian Laurel I I LPG SECOND Min. height of installed screen shrubs is 6 feet when planted. Min. size is 15 gal. --- STORY I Order from nursery a long time in advance to be sure you can D get them minimum height required No. 2176 �DI ; I 4 302024 CD PC I V7 22 P I 9 X*�--- °i TF OF CA�\F�� of I OiCDI 11 --- -- 01 a h 3 I :� il 1 �I FIG Q I I E I U I N 0 PG IT I, L 2nd story deck0N �o o , PermeableQ) g-- Driveway O I 1 Path /300 W 4� I N 30 o a e ss — _ Path U O 1000,� FT--- --- --- -- --- — Permeable • — `O LN ° LN ° LN ° Driveway o 1 N SD SD SD SD SD L----_ --------------------------------------------------- __ _ - ----__----____- --------------- - ------- PRIVACY SCREENING PLAN Date 9/7/22 Scale As Noted Drawn Greg Job 1 /QII_ 1 I'_OII Sheet I :::] L3 0' 4' 8' of 8 Revision Community Development Department Plan ing Division - Cupertino HYD 1 1 35 1 .0 dri CUPSRTINO APPROVEDIrri ation Notes Case ## TM-2 21-006, WATE9 EFFICIENT LANDSCAPE CHECKLIST - IRRIGATION 1 THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA AND WILL NOT R Approval B n�I- , -015i1 -016, RUN IRRIGATION DURING RAIN EVENTS Irrigation Legend Approval Date 10/18/22 2 THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE I KEY MANUF. MANUF. # DESCRIPTION PRIMARY POWER SOURCE IS INTERRUPTED ' Signature Briknne Harkousha ^r^SURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE i o Q Q Q Rl Hunter HCC-800-PL 8 station Wi-Fi controller with 8 stations Case Manager ; exterior wall mount with multiple DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE ; awn RANGE L--1 �X� Q programing, cycle start, and calender program 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT OF I / Hunter SOLARSYNC This controller will not operate irrigation during rain events CONNECTION OF THE WATER SUPPLY 0 1 Q I System will adjust valve run times according to weather U LU 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, Gray. Path IN L6 Hunter PGV-ASV 075 3/4'' antisiphon valve with 3/4" Amiad Filter, Senniger PR30CD ASABE/ICC 802-2014 ''LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD''. ALL —� I C pressure regulator, and adaptor to drip tubing v SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY I I L6 Hunter PGV-ASV 075 3/4'' antisiphon valve for lawn sprinklers Q M LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 i I w 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE THAN 5000 1 1. I I Run 3/4" Sch 40 PVC pressure line from point of connection to valves Q SQ.FT. OF LANDSCAPE AREA - this project has less than 5000 sq.ft, of planting area so one IS I A v o N Manual brass ball valves same size as pressure line o a 0 NOT required I L6 z c, 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. THERE IS NO LAWN. I I G Q Rainbird RWS-B-1402 Two .5 GPM bubblers at each tree - 8 SEE SHEET L6 AND L7 FOR DETAILS AND SPECIFICATIONS Patio L6 N � U 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 6 GPM AT MINIMUM 55 P.S.I. AT THE > POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT THE LANDSCAPE I H 10 Toro 0-10 10' Precision Series Spray Nozzles on Hunter 6" PRS 30 pressure w `� ARCHITECT FOR POSSIBLE REDESIGN. YOU CAN ADD SOME VALVES TO REDUCE THE FLOW 'I L6 regulated sprinkler bodies 24 GPM, 10', @ 30 psi for quarter pattern J THRU THE VALVES WITH MORE FLOW). IF PRESSURE EXCEEDS 75 PSI AT POINT OF �� I 0 CONNECTION INSTALL A WILKINS 600 1 PRESSURE REGULATOR. THIS SITE HAS APPROX. ---- cD co 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT VALVES TOO 0 I I B 3/4 Nonpressure line - Sch 40 PVC 3/4 unless noted for larger w N I ��` i I L6 � 1" size - 12" of cover c� CLOSE TO TREES. STAY 8 TO 10 AWAY IF POSSIBLE. DO NOT PUT PRESSURE LINES UNDER TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF UNDER PAVING WHENEVER ��� I Pressure line - Sch 40 PVC : 3/4" unless noted for POSSIBLE. i 1 b IN smaller size - 18" of cover 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE OR AS SHOWN N I LINES UNDER PAVING ON THE PLAN. INSTALL 3/4'' TEE AND A 3/4" BALL VALVE AND RUN 3/4" SCH 40 PVC TO VALVE PL 1 I —..—..—..—..—..—.._ Pressure line - 3/4 Sch 40 PVC 24 deep LOCATIONS. KEEP ANTI SIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED 6" TO 12" I 1 -C IN I NP Non Pressure line 3/4" Sch 40 PVC 24" deep ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP VALVES OUT OF 1 HYD 4 -� •.—.•—••—••—••—• PATHS. 1 4 35 j „—„—�!`��„—, Elec. control wire conduit 1-1/4" gray Sch 40 PVC 24" deep 12 MAKE PROVISIONS TO ADD ENOUGH EXTRA CONTROL WIRE SO THAT ONE VALVE COULD BE 0 3 drip I F E ADDED AT EACH VALVE GROUPING IN THE FUTURE SECOND j L6 L6 3/4" PE drip tubing with compression fittings - see drip notes 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE A STORY I� I . Tree drip irrigation LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE o / I CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF INSTALLATION. ® j I Lines under pavingto be in sleeve 2x size of line ��� No. 2176 s� THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN IRRIGATION SCHEDULE FOR / J �r (pis MATURE PLANTINGS AND A LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. �° 37 READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER EFFICIENT LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT ;� j I gTFOFeA�\F��� 14 IRRIGATION RUN TIMES TO BE BETWEEN 8:00 PM and 10:00 AM UNLESS UNFAVORABLE WEATHER :I / PREVENTS IT OR RENDERS IRRIGATION UNNECESSARY 15 DUE TO SOME COVID SUPPLY CHAIN SHORTAGES BE SURE AND ORDER IMPORTANT IRRIGATION �I "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for COMPONENTS SUCH AS THE CONTROLLER, VALVES, SPRINKLER NOZZLES AND POP-UP BODIES ;I Path I °L the efficient use of water in the irrigation design plan" WAY AHEAD OF THE TIME YOU WILL NEED THEM6 U Gregory Lewis - Landscape Architect Lic. #2176 9/7/22 U Drip Irrigation Notes ; I Point of irrig. connection o 1 SECURE LARGER 3/4'' DRIP TUBING 1" BELOW GRADE WITH T OR 11" U-SHAPED I Install brass ball valve STAKES 3 FEET ON CENTER OR CLOSER SO THAT THE TUBING CAN BE FOUND EASILY I I 2nd a� BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. COVER TUBING WITH SOIL I story AND MULCH AND INSTALL MANUAL FLUSH VALVES AT ENDS OF TUBING AND MARK I Verifycontroller location with wner deck THEM SO THEY CAN BE FOUND EASILY. I O 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO MINIMIZE HYD 1 I I • LENGTH OF SMALLER 1 /4" TUBING. SECURE EMITTERS ON 3/4" TUBING AT PLANT ROOT 5 35 Permeable BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF 1/4'' TUBING FROM EMITTERS TO 1 0 drip Driveway > O � PLANT ROOT BALLS. INSTALL STAKES ON 1/4" TUBING AT 12" ON CENTER AND COVER HYD 2 N TUBING WITH 1" OF SOIL PLUS MULCH. 6 35 ss 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF THE IT.3 dri i th ate EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER THE � Path wA U ROOTBALL. 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN FLOW ter-----------'— BETWEEN 10 PSI AND 40 PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT AT STEM). _ --------- -- -- NPR O —� Permeable ' — `O USE AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE THE ONES THAT 1 /4 HYD 3 Driveway \ �� o TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY HAVE A HIGHER DISCHARGE (V 7 35 y CD RATE AT STARTUP REQUIRING LARGER PIPE SIZES. 1 .0 bu SD- SD \' SD SD SD EMITTER SCHEDULE: TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) LM,LW,LLP — THREE 1 GPH EMITTERS AT MEDIUM SHRUBS DV,L,LC,N,BF,MC,C,SR,SL,LB,J FOUR 1 GPH EMITTERS AT LARGE SHRUBS LN,PG WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME IRRIGATION OVER ROOT BALL (NOT RIGHT ON STEM) AND SOME OUT PLAN UNDER FUTURE CANOPY. SPACE EMITTERS EVENLY IN ROOT ZONE AREA. Date 9/7/22 Scale As Noted Drawn Greg Job 1 /8 11 1 1_011 Sheet I :::] L4 0' 4' 8' of 8 Revision Community Development Department Plan ing Division — Cupertino 1331 HYD 1 'CUPSRTINO APPROVED Case ## TM- 21-006, R-20 0�rn 5, — A rova 1 ��v- -A015 -016, Approval I Date 10/18/22 o , Signature Briknne Harkousha N Case Manager i 2 9 CD Law n � � HXD4* 1 �9 x 1y0 �awin N I Gray. Path w 0 0)� _ q I U d7 I I M 1 Q � I M I a_ Lf) H drozone Summary 0) y y � 0) HYDROZONE - DESCRIPTION SQ.FT. % OF TOTAL z N Patio VALVES Q I U)) �° HYD 1 - 1 ,3,5 DRIP, LOW WATER SHRUBS 2561 75% U) w T U HYD 2 - 6 DRIP,MED WATER BIORETENTION 257 8% O 257 HYD 1 LLLL�LB HYD 3 - 7 BUBBLER, LOW WATER TREE 25 1� � M I V`n I HYD 4 - 4 DRIP, MED WATER SHRUB 226 7�0 I I HYD 5 - 2 SPRAY, HIGH WATER LAWN 290 9`/ra TOTALS 3359 100% I SECOND STORY °' Paving In Front Yard Setback ,os 0 N Lot 6 ��� No. 2176 IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 50% J 6req(pis - I (front property line is less than 60 feet) 4/R30N/p024 t. 9 : 22 \P TOTAL AREA IN FRONT YARD SETBACK = 1310 SF 9TFoF eA \F IMPERVIOUS PAVING IN FRONT YARD SETBACK = 0 SF = 0% Path 7L I I I of o I �, 69 HYD 1 226 HYD 4 2nd a� 0 0cD story o deck Q 138 HYD 1 U O __0Permeable ' K Driveway � O� 88 HYD 1 ss W 4� Path Gate U Path IA F7 Z'2, I I I o T — — — — Permeable • — `O Driveway o I - - N I i L — --- -------- --- ---- ---- ---� -- i — III�1 so — so so L_L_ 596 HYD 1 82 HYD 1 257 HYD 2 25 HYD 3 HYDROZONE PLAN FRONT YARD SETBACK IMPERVIOUS PAVING AREA Date 9/7/22 Scale As Noted Drawn Greg �1 Job 1 /� 1 ,_O'� Sheet I :::] L5 0' 4' 8' of 8 Revision Community Development Department Plan ing Division — Cupertino Use bolt on lid 'CUPSRTINO APPROVED Mark lid with "irrig. Gate Valve" Use bolt on lid ArborTie nailed to stake Case ## TM- 21-006, Gate valve or water meter Mark lid with "Drip Flush Valve" 2°dia.Lodge Pole or equivalent- 18" R-20 0 P0' 5, same size as pressure line r d Flush Valve in solid ground placed outside rootball lumb Approva I B ` - Iy -015� -016, PVC Male Adapter ArborpTie nailed to stake -� O ��� MI t x Slip Approva I Date 10/18/22 I I p p I I I Mulch (3"deep) pulled 3 inches away Signature Briknne Harkousha Sch 40 PVC pressure line = from trunk Top of rootball to be 2 inches above Case Manager CD I I I I II surrounding soil level ti — — ro h berm for water basin at edge of 1 a o PE drip tubing buried deep o � roof gball. Install tree bubblers inside water basin Run next to rootball of each plant = Bricks under valve See drip irrig. notesco U 3" deep gravel box corners Space emitters evenly around plant 6'' deep gravel w 10) 2" clearanc on top of and at edge of root ball ~ °' Agriform Plant Tablets 21 gram 2 M Use as little 1/4" tubing as possible 7M Backfill-native soil co Manual Gate Valve A = — Plant pit to be 3 times wider than the plant Q Drip Emitter and Flush Valve NO Scale C IIII II container-it's not shown to scale on dwg W � C _ o cu LO No Scale a Q Mulch III►— I I IIII— z Q Lateral - nonpressure line — Q 3/4" Drip Tubing next = = IIII � U) 12 cover to rootball of each plant 1) 8-12 hours before installation,water all plants while still in contciners sufficiently to � in 18" 12" Main - pressure line - 18" cover Emitters thoroughly wet root balls 2) Dig hole at least 2"less deep than the container and 3 times wider than the 2 emitter _ OF direct burial wire 24 V - tape )ant diameter of the container the plants were delivered in. J — and bundle wire eve 10 feet p 3) Gouge holes in the side of the plant pit-2 holes per sq.ft.of wall surface >_ CZ every short 1/4 tubing IIII IIII 4) Remove rootball carefully from container with support from below. Sever any circling � Use 6" deep sand bedding and 6" 4 emitter roots (3/16"dia.or greater)with sharp knife. Do not pull roots apart. The severing of large 0 ti IIII deep sand backfill in rocky soils plant roots will encourage new roots at the cuts. Install enough backfill under root ball so top of rootball ends up 2"above grade of surrounding soil when it settles. Install some of fertilizer W Snake lines in all trenches L 1 emitter packets under root ball. (� plant 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel Vehicle paving handle or feet being careful not to disturb root ball When plants are installed on a 6) Put Agriform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole All lines to have min. 24" cover slope locate most of emitters (5 tablets per 15 gal.or 5 tablets per 1 inch of caliper width. Fill the remainder of the hole 24" I I under vehicle paving with 6" • p on the up slope side of the plant with backfill and pack it. compacted sand bedding and 7) Water tree thoroughly by filling the basin and allowing the water to percolate in,doing compacted sand backfill FOLLOW DRIP IRRIG. NOTES this 3 times or more until root ball and backfill is wet Provide minimum 3" clearance 8) Install stakes such that the stakes and the tree ties won't damage the tree and the h: == Drip Emitter Placement at Shrubs/ stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below 6" between lines F branches that could be rubbed by stakes. Install stakes so they are straight up and don't No Scale Ground Covers lean in to each other IIII I I Tree Planting Trenches/Lines O No Scale B 4-INCH GRATE(INCLUDED) r.t�lp$�gp. No Scale V^ O2 BUBBLER:SEE IRRIGATION LEGEND (INCLUDED) No. 2176 Valves for spray sprinklers do not require filter and regulator 1 2 3 4 O ROOT WATERING SYSTEM: Mulch 3"deep) pulled 2 inches away from stems J 6 [, ►5 SEE IRRIG.LEGEND FOR MODEL SPECIFIED Temporary 4 0 2024 Combination atmospheric vacuum breaker/ (INCLUDES BUBBLER 4"high berm for water basin at edge of root ball R—wd Data 9 control valve with flow control and with or WITH RISER,GRATE,SWING ASSEMBLY, �� 7 22 \P without auto. control as noted on plans - 1/2"MALE NPT INLET,AND BASKET Slow release Agriform plant tablets qTF OF DAL�Ep�� III 1 gal plant-2 tablets per plant FAlteWater proof connectors such as DBI `moo o ' FINISH GRADE 5 gal pan - tablets per plant 4 15 gal plant-b tablets per plant OOPTIONAL PEA GRAVEL Backfill-native soil 0 0 6 OR RWS SAND SOCK(RWS-SOCK) — — � FOR SANDY SOILS Bottom of antisiphon valve minimum 6" — 7 6 1/2-INCH PVC 80 NIPPLE INCLUDED III ����������������������� �� Native soil du out 2 times depth of container above highest downstream sprinkler ( ) g por emitter 1/2-INCH 90-DEGREE ELBOW(INCLUDED) = Plant pit at least 3 times diameter of container Reg � — Q O8 12-INCH SWING ASSEMBLY 1) 8- 12 hours before installation,water all plants while still in containers sufficiently (INCLUDED) to thoroughly wet root balls74 V O1/2-INCH MALE NPT INLET(INCLUDED) 2) Dig the plant hole at least 3 times the dia.and 2 times the depth of the plant container. Sch 80 PVC risers PVC SCH 40 TEE OR EL 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be � O 10 12 11 10 9 such that when the plant is installed and settled it will be slightly above grade of existing 1 1 LATERAL PIPE soil. Fill hole with water. 4 Remove rootball careful) from container b tapping out,not pulling out b the stem. Sch 40 PVC pressure line and OF direct 12 4-INCH BASKET WEAVE CANISTER(INCLUDED) ) Y Y pp g p g Y To sprinklers p Scarify rootball walls in 3 vertical cuts and bottom to 1/2"deep,or by cutting roots of burial control wires as per specs. 1/2"or larger with shears. Do not pull roots apart. Q 5) Install fertilizer packets under rootball of plant. Set rootball on prepared surface and Tree Bubblers G fill hole to 1/2 the depth,tamping soil around rootball. Fill hole with water. U No Scale 6) Fill the remainder of the hole with backfill and pack it but do not tamp rootball. Auto. Antisiphon Valve 7) Make the water basin. O 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the � o with Filter and Regulator for Drip water to percolate in,doing this 3 times or more until root ball and backfill is wet om No Scale 9) Install mulch WSee plan for distance from paving and building � Shrub Planting � No Scale J Install as per local code and manuf. instructions - Secure Q U controller to wall with suitable anchors as approved by Top of head flush with grade U inspector Controller- see legend on irrig. plan W —+_ CD Weather proof 120 V junction box I I IIII I I 00 Electrical conduit and wire from source of power Sch 80 nipple I I O Electrical conduit for 24 volt conductors PVC tee or ell on N Paint exterior conduit to match building wall. Hunter 12" swing joint lateral line Minimize appearance of conduit visible on wall. to allow height of Sweep ells sprinkler to be adjusted and to protect lateral line OF direct burial wires This controller will be installed outside Pop-Up Sprinkler LANDSCAPE No Scale H DETAILS Wall Mount Controller D No Scale Date 9/7/22 Scale As Noted Drawn Greg Job Sheet of 8 Revision GE ERAL�ONDIT�ONS - SOIL PREPARATION, PLANTING, AND IRRIGATION PART 2 - PRODUCTS Community Development epa me nt 3.6 TESTING 1.4 GUARANTEE C. Contaminated Soil - Do not perform any soil preparation work in areas where Y ASSURANCE: soil is contaminated with cement, plaster, paint or other construction debris. Plan ing Division - C�pe��h�'d 2.1 PIPE A. All testing shall be done in the presence of the Owner's Representative. A. Trees shall be guaranteed 1 year - all other plant material 120 days following A. Use adequate numbers of skilled workmen who are thoroughly trained and Bring such areas to the attention of the Owner's Representative and do not proceed �CUPERTINO A. Plastic pipe is to be polyvinyl chloride, marked 1120-1220, and bearing the Center-load all pipelines with clean soil approximately every four feet to resist final acceptance. Any plant material needing replacement because of weakness or APPROVEDexperienced in the necessary crafts and who are completely familiar with the until the contaminated soil is removed and replaced. seal of the National Sanitation Foundation. Use Schedule 40 polyvinyl chloride, hydraulic pressures, but leave fittings exposed for inspection. Piping under probability of dying will be replaced with material of similar type and size to Case ## TM-2 21-006 specified requirements and the methods needed for proper performance of the work of D. Moisture Content - Soil shall not be worked when moisture content is so great type I-II fittings bearing the seal of the National Sanitation Foundation, and paving shall be tested before paving is in place. Install a 0 to 160 P.S.I. gauge that of the surrounding area. The replacement plants will have the same guarantee ��11 ,,,.�,,� s section. that excessive compaction will occur, nor when it is so dry that dust will form in R-20 4µ�r7�' complying with ASTM D2466 for pressure line and also for any water lines under on lines to be tested. All valves shown on Plans shall be in place and shall be in as the original plants or trees, starting the day of their replacement. The It is the Contractor's responsibility to verify all information contained in the closed position. Mains shall be tested at 100 P.S.I., and laterals at 65 Contractor is not responsible for losses due to vandalism if he has taken the air or that clods will not break readily. Water shall be applied, if M6 .10 2 - 15. -01� asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger P PA rovaI CI1 t 6 plans and specifications and to notify the Architect of any discrepancy prior P.S.I. If available static water ressure is under 100 P.S.I., rovide suitable reasonable measures for rotection of the lants. necessary, to bring soil to an optimum moisture content for tilling and planting. pp y�l��u'1 pipe is specified in the irrigation legend. For joining, use a solvent complying P P P P Approval I Date 1 /1$LL/2JJ2 to ordering products or commencing with the work. with ASTM D2466 and recommended b the manufacturer of the approved pipe. Pie is pump for tests. Fill pipelines slowly to avoid pipe damage, and bleed all air from Y PP P P P 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT tend ve,ify dimensions, reporting any variations to the Architect before to be continuous) and permanently marked with the manufacturer's name, pipe size, lines as they are being filled. After closing valve at water source, mains shall 1.5 PRODUCT HANDLING Y P Y P P A. Request a review by the Owner's Representative to verify specified limits and Signature Brl nne Harkousha proceeding with the work. schedule number, type of material, and code number. hold 100 P.S.I. gauge pressure for two hours with no leaks. Laterals are expected A. Protect plants before and during installation, maintaining them in a healthy grades of work completed to date before starting soil preparation work. Place Case Manager B. Galvanized steel pipe is to comply with ASTM A120 or ASTM A53, galvanized, to have minor seepage at multiple swing joint assemblies. Major leaks are not condition. Application(s) of anti-dessicant may be required to minimize damage. topsoil as required to obtain an 12" minimum depth of topsoil or as noted otherwise It- 1.2 CONTRACTOR COORDINATION Schedule 40, threaded, coupled, and hot-di galvanized. Use 150 lb. rated acceptable. Laterals shall be tested for one hour at 65 P.S.I. solely to reveal The Contractor is responsible for vandalism, theft, or damage to plant material N P P 9 on the Plans. (Topsoil may already exist in the planting areas). Integrate � A. It is the responsibility of the Landscape Contractor to familiarize himself galvanized malleable iron, banded pattern fittings. Wrap all galvanized pipe below any piping or assembly flaws. The laterals are not expected to hold gauge until commencement of the maintenance period. topsoil layer into subsoil or existing compacted topsoil layer b ripping. P Y 9 P P Y Y PP g• with all grade differences, location of walls, retaining walls, etc., and to grade with 2" wide, 10 mil. plastic wrapping toe 50 Scotch wrap or equal). pressure. For testing laterals, cap risers or turn adjusting screws on nozzles to 9 9 9 P PP 9 P (# PComplete rough grading as necessary to round top and toe of all slopes, providing � coordinate work with the General Contractor. C. Drip tubing is to be as noted on plans. Use compression fittings. the "off" position, as appropriate. Repair any flaws discovered in mains or 1.6 REVIEWS naturalized contouringto integrate newt graded area with the existing topography. 9 Y9 9 U laterals, then retest in same fashion as outlined in presence of the Landscape A. Request the following reviews by the Owner's Representative at least three (3) Verify that rough grading is completed in accordance with civil engineering LLI 2.2 CONTROL WIRE Architect until all lines have been approved. Provide required testing equipment days in advance (in writing): (1) Rough grading (of landscape area) (2) Soil drawings and/or any landscape grading drawings. Break through any compacted layers = co 1.3 DIMENSIONS AND SCALE A. Use type OF direct burial wire minimum size 14, copper, U.L. approved for and personnel. test (3) Verification of incorporation depths (4) Finish grade (5) Plant M YP # PP PP of subgrade material (sometimes left from building or paving pad compaction) that 0 o A. Dimensions are to take precedence over scale at all times. Large scale details irrigation control use for runs of 1000 feet or less. For longer runs consult with material quality approval (6) Plant material layout (7) Plant pit sizes (prior will not allow water in planting areas to percolate through, causing a boggy, over LO are to take precedence over those at small scale. Dimensions shown on plans shall 3.7 SYSTEM ADJUSTMENT to planting lants 8 Preliminary inspection 9 Final inspection 5 day Q c`"> Landscape Architect. Use 3M DBY Direct Bury Wire Splice Kits or dry splice type P 9 plants) ( ) Y P ( ) P ( Y saturated soil condition. You may have to use a backhoe or rotohammers to break up --� � be adhered to insofar as it is possible, and no deviation from such dimensions A. The entire sprinkler system shall be properly ad justed before final acceptance. advance notice required) LLI wire connectors at splices. No underground splices will be allowed without a P Y P P Y J P q ) and turn soil to a minimum depth of 12". If proposed planters are in areas ofco shall be made except with the consent of the Architect. The Contractor shall slice box. Adjustments shall include but not necessarily be limited to: (1) Adjustment of o P existing paving or baserock, remove at least 12" of material and bring in top soil Q verify all dimensions at the site and shall be solely responsible for some or arc and distance control devices on sprinklers, including changing nozzle sizes if PART 2 - PRODUCTS U (0 °' up to grade required by grading plan. Rough grading in planting areas is to be o -0 deviations from same. 2.3 OTHER MATERIALS necessary to assure proper coverage of planted areas. (2) Relocation or addition rn� such that when amendment is incorporated and the mulch is installed, the grade will � � A. Provide other materials, not specifically described but required for a complete of sprinkler heads if necessary to properly cover planted areas, without causing 2.1 TOPSOIL z P Y q P be +- 1" to finish grade. U fl 1.4 LAWS AND REGULATIONS and proper installation, as selected b the Contractor subject to the approval of excessive water to be thrown onto building, walks, paving, etc. (3) Throttling of A. Native topsoil or import landscape soil Q N cC6i P P Y J PP B. Soil Preparation: (1) Distribute soil (organic) amendment and fertilizer in J A. The Contractor shall conform to and abide by all city, county, state and the Architect. automatic valves as necessary to operate sprinklers at manufacturer's recommended U the amounts recommended by the soils lab over all planting areas unless noted w federal building, labor and sanitary laws, ordinances, rules, and regulations. pressure. (4) Adjustment and testing of all automatic control devices to assure 2.2 NATIVE TOPSOIL otherwise on the Plans. (2) Rip and/or till the amendment and fertilizer into the their proper function, both automatically and manually. (5) Installation of A. Native soil on site without admixture of subsoil, free from rocks over two CZ top 6" to 8" of soil until they are thoroughly mixed in. Hand work areas uJ 1.5 LICENSES AND PERMITS pop-up heads anywhere there is a chance of pedestrians or vehicles hitting heads cubic inches, debris, and other deleterious material. Native topsoil is to be J inaccessible to mechanical equipment. (3) Moisten to uniform depth for settlement >, A. The Contractor shall give all notices and procure and pay for all permits and PART 3 - EXECUTION even if pop-ups are not shown on the plan. (6) Installation of check valves to stripped, stockpiled, and reinstalled. >_ co and regrade to establish elevations and slopes indicated on Drawings. licenses that may be required to complete the work. keep sprinkler head drainage from eroding landscape areas, wasting water, or 0 � 3.1 SURFACE CONDITIONS creating soggy spots in the landscaping. 2.3 IMPORT LANDSCAPE SOIL (,r 1.6 SUBMITTALS A. Examine the areas and conditions under which the work of this Section will be A. Import landscape soil must be tested and meet the following specification: 3.3 FINISH GRADING LJJ M A. At the request of the owner or the Landscape Architect, submit manufacturer's 3.8 AS-BUILT DRAWINGS AND INSTRUCTION 1. TEXTURE: A. The Contractor shall make himself familiar with the site and grading plans and ti performed. Correct conditions detrimental to timely and proper completion of the (� and/or supplier's specifications and other data needed to rove compliance with the Sandy loam to loam do finished grading in conformance with said Plans and as herein specified. / PP P P P work. Do not proceed until unsatisfactory conditions are corrected. A. Regularly update a print of the system noting any changes which are made by points between es l l l if shall b h d t sa e uniform eves or so di i i th t d otherwise indicated Grades no specified requirements including certificates stating quantity, type, composition, dimensioning features below grade from surface features with at least two 2. GRADING: B. P P weight, and origin of all amendments, chemicals, import soil, planter mix, plants, SEIVE SIZE PERCENT PASSING SIEVE where elevations are given or between points established by walks, paving, curbs, 9P P P 3.2 EXCAVATION dimensions. Prior to final approval, give the Owner 2 copies of clean blueprints and irrigation equipment used on the site. 25.4 mm (1") 95 - 100 or catch basins. Finish grades shall be smooth, even, and on a uniform plane with gA. Trenches may be excavated either by hand or machine, but shall not be wider marked to show changes during construction. The most important features to mark on than is necessary to lay the pipes. Care should be taken to avoid damage to the plan are valves, pressure lines, wires, and hose bibs. 9.51 mm (3/8") 85 - 100 no abrupt changes of surface. Minor adjustments of finish grades shall be made at 53 Micron (270 mesh) 10 - 30 the direction of the Landscape Architect, if required. 1.7 PRODUCT SUBSTITUTIONS B. After the system has been completed, inspected, and approved, instruct the P q existing water lines, utility lines, and roots of plants to be saved. Y P P PP 3. CHEMISTRY - SUITABILITY CONSIDERATIONS: C. All grades shall provide for natural runoff of water without low spots or A. Any product substitutions shall be requested in writing. The Landscape B. Minimum depth of cover for buried pipelines shall be: 1. Eighteen (18) inches Owner's maintenance personnel in the operation and maintenance of the system. Give g P P Architect must approve or refuse any substitutions in writing. Lack of written the Owner completed warrant cards for the irrigation equipment and ke s to a. Salinity: Saturation Extract Conductivity (ECe x 103 @ 25 degree C.) Less pockets. Flowline grades shall be accurately set and shall be not less than 2% for mainline pressure piping. 2. Eighteen (18) inches for 24 volt wiring from P y gy than 4.0 gradient wherever possible. Grades shall slope away from building foundations approval will mean the substitution is not approved. Any difference in cost to the controllers to remote control valves. 3. Twelve (12) inches for lateral controllers and hose bibs. 9 P P Y 9 Contractor of a less expensive substitution shall be credited to the Owner's b. Sodium: Sodium Adsorption Ration (SAR) Less than 9.0 unless otherwise noted on Plans. All finish grades (top of mulch) are 1" below distribution lines. 4. Twenty-four (24) inches, minimum cover, with 6" sand c. Boron: Saturation Extract Concentration Less than 1.0 PPM finish grade of walks, pavements, curbs, and valve boxes unless otherwise noted. bedding and 6" sand cover for any pipe or wire sleeve under A.C. paving. SOIL PREPARATION AND PLANTING d. Reaction: pH of Saturated Paste: 5.5 - 7.5 C. Under existing paving, piping may be installed by jacking, boring, or hydraulic e. Lime: less than at by weight 3.5 MULCHING 1.8 ERRORS AND OMISSIONS driving except that no hydraulic driving will be permitted under asphalt concrete PART 1 - GENERAL 9 P Y 9 P P A. Recultivate soils compacted by planting or other operations and smooth the A. The Contractor shall not take advantage of any unintentional error or omission pavement most pipes and sleeves under A.C. paving are to be installed prior to 4. PESTS: P ( P P P 9 P soil areas prior to applying mulch. Mulch all planting areas to a depth as noted �1DSCgpF in the drawings or specifications. He will be expected to furnish all necessary 1.1 DESCRIPTION a. The population of any single species of plant pathogenic nematode: fewer than installation of the paving). Where cutting or breaking of existing pavement is on plans. This depth should be as per the plans even after being settled and �� materials and labor that are necessary to make a complete job to the true intent A. The work includes, but is not necessarily limited to, the furnishing of all 500 per pint of soil. � No. 2176 necessary, secure permission from the Architect before cutting or breaking the y g stepped on 30 days after installation. Water lightly to settle mulch. Do not v and meaning of these specifications. Should there be discrepancies in the drawings pavement, and then make necessary repairs and replacements to the approval of the materials, equipment, and labor required to do the installation and complete 5. ORGANIC MATTER ors specifications, the contractor shall immediate) call the attention of the bury ground cover with mulch. Place and settle mulch in such a way that it does P Y n Architect and at no additional cost to the Owner. placement of topsoil, fine grading, soil conditioning, and planting. a. Soil is to have 5% to 10% organic matter at below 18 inches in depth. not get washed onto paving or block drain swales or inlets. �. Architect to same and shall receive the complete instructions in writing. Soil is to have less than 30% organic matter at 0 to 18 inches in depth Q Organic matter to be less than 1" dia. Do not use mushroom compost. 3.3 INSTALLATION OF PIPE 3.6 WEED CONTROL F FO 1.9 INSPECTIONS/REVIEWS DEFINITION 1.2 QUALITY ASSURANCE No noxious weeds are allowed. �F CALF A. Inspection or observation as used in these specifications means visual A. Handling and assembly of pipe, fittings, and accessories shall be by skilled A. Plant Identification and Quality 6. FERTILITY CONSIDERATIONS: A. The Contractor is responsible for pre-emergent weed control. Follow the tradesmen using methods and tools approved by the manufacturers of the pipe and manufacturer's directions. The Contractor is responsible for the replacement of observation of materials, equipment, or construction work on an intermittent basis 1. Plants are to be true to name, with one of each bundle or lot tagged with the a. Soil is to contain sufficient quantities of available nitrogen, phosphorous, equipment and exercising care to prevent damage to the materials or equipment. any plants (other than weeds) that are hurt or killed due to the misuse of weed to determine that the work is in substantial conformance with the contract name of the plants in accordance with standards of practice of the American potassium, calcium, and magnesium to support normal plant growth. In the event of documents and the design intent. Such inspection or observation does not B. Metal pipe threads shall be sound, clean cut, and cored to full inside Association of Nurserymen. In all cases, botanical names take precedence over control products or use of the wrong product. Clay soils can increase the affect g p Y P nutrient inadequacies, provisions shall be made to add required materials to constitute acceptance of the work nor shall it be construed to relieve the diameter. Threaded joints shall be made up with the best quality pure joint common names. overcome inadequacies prior to planting. of certain pre-emergents. Adjust the application rate accordingly. Some owners contractor in any way from his responsibility for the means and methods of compound carefully and smoothly placed on the male threads only 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, 7. COMPACTION may prefer hand weeding to chemical weed control although it is usually more construction or for safety on the construction site. Inspection or observation throughout the system. eggs, larvae, excessive abrasions, sun scalds, or other objectionable a. Compact the soil enough so it doesn't settle more when walked on and not expensive. C. On plastic threaded connections use the sealer recommended by the manufacturer ! 1 will be done by the Landscape Architect only if requested by the owner in writing. disfigurements, and shall conform to the standards as outlined by the California significantly over time where the flow of drainage will be affected or soil needs to be `J This service will require a written contract for additional fees. of the plastic valve or fitting. Do not use paste sealer products on plastic Association of Nurserymen. Tree trunks shall be sturdy and well "hardened off". added. Don't over compact or work soil when it has too much moisture. 3.7 MAINTENANCE valves. Tighten plastic threaded connections with light wrench pressure only. All plants shall have normal well developed branch system, and vigorous, fibrous Dig bottom layer of import soil into existing soil. Compact in 6 inch lifts. A. Maintenance shall begin immediately after each plant is installed. O . D. Connections and controls shall be functionally as shown on the drawings, but B. Maintenance will include: root systems which are not root bound. Ground cover plants (rooted cuttings) shall 24 ORGANIC SOIL AMENDMENT ^ ` physically shall be the most direct and convenient method while imposing the least 1. Continuous operations of watering, weeding, cultivating, fertilizing, W have well developed root systems and be kept moist prior to and during A. Redwood sawdust, 0-1/4" in diameter, that is nitrogen stabilized by the hydraulic friction. Install lines in planting areas whenever possible. spraying, insect, pest, fungus, and rodent control, and any other operations to � LANDSCAPE IRRIGATION installation. Plants shall be nursery grown and of size indicated on Drawings. supplier, and contains a wetting agent. Also see note on planting plan E. Thread male PVC connections into metal female connections rather than the All plants not conforming to those requirements will be considered defective, assure good normal growth. W PART 1 - GENERAL opposite. removed from the site and replaced with acceptable new plants at the Contractor's 2.5 ORGANIC MULCH 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, Q F. Interior of pipe fittings, and accessories shall be kept clean at all times, expense. A. See Planting Plan herein specified, furnish and apply any additional fertilizers necessary to 1.1 WORK INCLUDED and all openings in piping runs shall be closed at the end of each days work or 3. Sod shall have a well developed root system. Yellowing, brown, diseased, 2.6 PLANTER SOIL MIX maintain plantings in a healthy, green vigorous growing condition during the otherwise as necessary to prevent the entry of foreign materials. Bending of maintenance period. O markings turned up to be seen from above until the pipe is buried. "Snake" the from debris at all times and shall be cultivated and weeded at no more than 10-day dried, or pest infested sod shall be rejected. Sod is to be cleanly mowed within A. See Planting Plan and Details. galvanized steel pipe will not be permitted. Install plastic pipe with the 3. Weeding, Cultivating and Clean Up: Planting areas shall be kept neat and free A. The work includes but is not necessarily limited to the furnishing of all 72 hours of delivery to the site. Sod is to be delivered to the site within 24 �o materials, equipments, and labor required to install a complete irrigation system. hours after being harvested and installed immediately after being delivered. Sod 2.7 BACKFILL FOR PLANT PITS a 1 o pipe in the trenches so that there will be a small amount of excess length in the intervals. / shall not be stored on the site overnight. Any sod delivered to the site that A. For native soils with 50% or more clay content - 75% topsoil and 25% organic line to compensate for contraction and expansion of the pipe. 4. Insect, Pest and Disease Control: Insects and diseases shall be controlled by \ J 1.2 GUARANTEE. The entire sprinkler system shall be guaranteed by the Contractor cannot be installed the some day shall be removed and not used on the site. amendment thoroughly mixed and incorporated together with no topsoil clods larger / G. Place backfill in 6" layers such that there will be no settling. The top 6" of the use of approved insecticides and fungicides. Moles, gophers, and other in writing to be free from defects in material and workmanship for a period of one 4. Ground cover is to have well developed roots and foliage. It is to be grown in than 1/2" diameter. In heavy clay soils or other soils with large clods this will /� year from acceptance of the work. The guarantee shall include repair of an trench soil is to be the top soil and soil amendment mixture. All backfill shall be free and delivered to the site in flats. rodents shall be controlled by traps, approved pellets inserted by probe gun, or ( � ) nl y p g p y require mixing the backfill in a stockpile at the site or at the supplier. For �L/ tV of rock and debris. Test pipe for leaks prior to backfilling joints. Obtain other approved means. settlement occurring within the guarantee period, including related damage to 1.3 SUBMITTALS soils with less clay content amend only the top 8" of the plant pit backfill as per Q approval of the owner's representative before backfilling joints. 5. Protection: Work under this Section shall include complete responsibility for paving, landscaping, or improvements of any kind. A. Provide the results of lab tests done on representative samples of existing the soils lab recommendations. maintaining adequate protection for all areas. Any damaged areas shall be U soils and imported soils to be used for the top 12" or more of landscape area. 3.4 INSTALLATION OF EQUIPMENT repaired at no additional expense to the Owner. 1.3 REVIEWS Tests are to be done by a reputable soils lab (i.e., Perry Lab, Watsonville or 2.8 FERTILIZER A. Flush lines clean prior to installation of valves, sprinkler heads, or hose 6. Replacements: Immediately replace any plant materials that die or are (D A. Request the following reviews prior to progressing with the work: (1) Layout Santa Clara Soil and Plant Lab). Samples to be tested are to be collected by lab A. Fertilizer needs and amounts will be based on the results of the soil test Q bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose damaged. Replacements shall be made to the Specifications as required for of system (2) Depth of lines prior to backfilling (3) Coverage adjustment of all personnel. Soil samples are to be tested for: • bibs, and other equipment as per the Irrigation Plan and details original plantings. v .heads, valve boxes and operation of system. 1. Particle size distribution (clay, silt, sand). B. Sod lawn areas (there is no lawn on the plan) 7. Hand Watering: Even when planting areas are watered with automatic O (calcium, magnesium), boron, sodium, pH level. 2. Agricultural suitability including any excess problems; i.e., salinity N 1.4 WATER PRESSURE 3.5 ELECTRICAL WORK irrigation, the soil surrounding the plant pits can be moist while the A. The line voltage work shall consist of connecting the controller to the nearest 2.9 PLANT MATERIAL SUBSTITUTES sawdust/sand root ball is dry. This can cause the plants to deteriorate or not A. Verify the existence of the minimum acceptable volume of water at the minimum 3. Fertility - amounts of available nitrogen, potassium, phosphorous, iron, available 115 volt supply. The line voltage connection shall be in conduit, in A. Substitutes will not be permitted except when proof is submitted that plants grow (even during the winter). The plants will do best (especially during the hot acceptable dynamic pressure as per plan at the point of connection at the earliest magnesium, copper, zinc, and boron. opportunity,, reporting insufficient volume and/or pressure to the Landscape accordance with local electrical code. Controllers mounted inside buildings can be specified are not available and then only upon approval of the Landscape Architect season) if they are hand watered deeply until their roots grow out into the PP Y P 9 / P P 4. Chemicals and/or poisons that would hinder plant growth. The owner is to plugged into outlets. The low voltage work shall include all necessary wiring from and Owner. surrounding soil. Architect. Contractor is responsible for cost of installation of pressure regulator decide if tests for poisons will be done since there is a small chance that any if pressure exceeds 80 psi. the controller to the automatic sprinkler valves, installed in accordance with the P P exist and the cost of testing for them is expensive and difficult. manufacturer's recommendations. A loop of extra wire, a minimum of eighteen (18) 2.10 OTHER MATERIALS 3.8 PRELIMINARY INSPECTION An interpretation of the test results and their affect on plant performance done by 1.5 UTILITIES inches long shall be provided at each automatic valve. Appropriate expansion loops A. Provide other materials, not specifically described but required for a complete A. As soon as all the planting is installed, the Contractor will request the he lab staff or an approved horticultural consultant should be included in the t shall be provided throughout the system to assure that no wiring will be under and proper installation, as selected by the Contractor subject to the approval of Owner's Representative (in writing) to make a preliminary inspection. The 30 A. Verify the location of all existing utilities and services in the line of work report. The Owner is responsible for the cost of initial testing and for any stress. the Landscape Architect. calendar day maintenance period will start when the work is approved. Replacement LANDSCAPE before excavating. Take all precautionary measures necessary to avoid damaging additional chemicals and amendments that are required that are not already included SPECIFICATIONS B. All splices and connections on the 24 volt system shall be made using 3M DBY and/or repairs may be required for approval. The Contractor is to notify the Direct Bury Splice Kits, Rain Bird Pentite connector, or equal. in the Specifications or Drawings. Soils tests must be done as soon as possible Owner and the Owner's Representative in writing when the 30 day maintenance period and prior to ordering or installing soil amendments or plant materials. Plant PART 3 - EXECUTION 1.6 ELECTRICAL CONNECTION C. Wiring, wherever possible, shall be placed in the same trench with, and begins. alongside of, the irrigation main water line. Tape and bundle wire every ten feet. selections and soil amendment specifications are subject to change depending on the A. Verify existence of 110 Volt 20 Amp. circuit for irrigation controller (by .results of the soil tests 3.1 SURFACE CONDITIONS All wiring placed under paving shall be put in adequately sized Sch 40 PVC pipe 3.9 FINAL INSPECTION others) at location noted on plan for installation of controller. 5. If bidding is done prior to soil fertility tests, bid 6 cu yds. of nitrolized A. Examine the areas and conditions under which the work of this Section will be sleeves prior to paving operations. A. At least 5 days prior to the anticipated end of the maintenance period, the RWD sawdust and 16 lbs. of 12-12-12 fertilizer per 1000 sq.ft. tilled or dug into performed. Correct conditions detrimental to timely and proper completion of the D. Wire for 24 volt control lines shall be size #14 OF direct burial irrigation Contractor shall submit a written request for final inspection. The planting wire. Unless noted differently on the plan, common grounds shall be white, size the top 6" to 8" of soil in all planting areas for bidding purposes only. Revise work. Do not proceed until unsatisfactory conditions are corrected. areas shall be weeded, neat and clean. The work shall be accepted by the Owner Date 9/7/22 bid when results of soil fertility tests are obtained. B. Weed and Debris Removal - All ground areas to be planted shall be cleaned of #14 OF direct burial wire. For wire runs over 1000 feet consult with Landscape exclusive of the plant materials upon written approval of the work by the Owner's As Noted Scale Architect for wire size. Under no circumstances, on multiple controller all weeds and debris prior to any soil preparation or grading work. Weeds and Representative. installations, will a single common ground, shared by each controller, be debris shall be disposed of off the site. Drawn Greg permitted. Each controller shall have its own separate common ground wire. Job Sheet L7 of 8 `/�/ � Landscape Site Legend Plant Legend Revision Community Developme fpacment Planting Notes Landscape Areas 1 DrivewayPaving - Permeable interlocking concrete avers stem KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME „ s � � _ � g _ g p y GALLONS RATING Plan Ing [JIvl�iF6SnS • 1dAA2-5f/I�r{� PLANTING AREA IS TURF ON EACH LOT ONLY LOTS 5 AND 6 HAVE LIVE LAWN. Each Lot capable of supporting vehicle traffic manuf., series, pattern, and color to STREET TREE 4CUPSRTINO RPPAOVE§T 80% OF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS be selected by owner �� Case ## TM- 21-tOCrANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE SHALL BE CONTROLLED LOT 1 = 3653 sf PC 3 24 box LOW Pistacia chinensis Chinese Pistache Min. height of installed replacement tree is 6 feet when planted RRR-20 � E GROUP OF VALVES 2❑ Front yard walkway - Concrete or pavers, pattern and color to be Order from nursery a long time in advance to be sure you can get them minimum height required Approval Bat 1 2-40 51 L�0� CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER PER 1000 SF OF _ selected by owner. FRONT YARD AND ADDITIONAL TREES o - NG AREA SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL (EXCEPT UNDER CANOPY OF EXISTING LOT 2 2540 sf LI 7 24" box LOW Lagerstroemia Tuscarora Crape Myrtle Approval I Date 10/1 LLOW THE AMENDMENT AND FERTILIZER RECOMMENDATIONS OF A SOIL FERTILITY TEST AND I r�°°� I °° ���°°� v� �� 3❑ Paving for side yard walkways natural gray color concrete.with no color PC 3 24" box LOW Pistacia chinensis Keith Davies Chinese Pistache Signature Bri�nne �I�vI► I=Rn�� n cnn I oR (HIGHLY RECOMMENDED) added and score joints or conc. interlockingavers as selected b owner. Min. height of installed front and and street trees is 8 feet when planted CD Case INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN LOT 3 = 2538 sf J p y Order from nursery a long time in advance to be sure you can gt them minimum height required N AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. USE VISION RECYCLING DARK BROWN MAHOGONY COLORED PRIVACY SCREENING SHRUBS WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER MULCH APPROVED BY THE OWNER (PROVIDE SAMPLES) ® Rear patios- Concrete or pavers, pattern and color to be selected by owner. Install score joints and expansion joints to control cracking if conc. LN 15 10' max LOW Laurus nobilis Grecian Laurel 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION RUN-OFF AND WATER WASTE ADDITIONAL NOTES LOT 4 = 2620 sf is used. Use concrete steps, color to go well with pavers if pavers used. PG - 15 10' max MED Podocarpus gracilior Fern Pine LU 7 SEE SHEETS L4 AND L5 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS IN FINAL CONSTRUCTION Min. height of installed screen shrubs is 6 feet when planted = o DRAWINGS WHEN THEY ARE DONE 5❑ Existing fence - Repair and or replace as needed Order from nursery a long time in advance to be sure you can get them minimum height required M 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, CIVIL, OR LOT 5 = 3007 sf SHRUBS Q STRUCTURAL ENGINEER _ co © Install new 3 foot wide gates with galv. hardware MC 5 5' - 8' LOW Myrtus communis Myrtle 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE MOST CURRENT LC - 5 4' - 6' LOW Loropetalum Razzleberry or other maroon one CD C o SET OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES LOT 6 = 3558 sf 7 Install 6 foot high wood fence - vertical overlapping 1 x8 or 1 x6 RWD o < 0 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION COMPONENTS. GROUND COVERS z N SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR BUILDINGS PRIVACY or cedar with 2x4 RWD horiz. rails, 2x8 PT kicker, and 4x4 PT posts max. L - 1 4 - 6 LOW Lomandra Platinum J SCREENING NOTES 8 OC N - 1 3' - 6' LOW Nandina Gulf Stream Heavenly Bamboo cn 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED • IF TREE, MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT ® DV - 1 3' - 6' LOW Dietes irridioides Fortnight Lily J _ TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. _ SR 1 3' - 6' LOW Salvia Lipstick Red Salvia 12 PRIVACY PLANTING: THE FINAL PRIVACY-PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING Y DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE SHALL BE CONSISTENT WITH 9❑ SL - 1 3' - 6' LOW Salvia leucantha Santa Barbara Mexican Sage o co CD co co THE CITY'S REQUIREMENTS. LM - 1 3' - 6' LOW Lantana montevidensis purple Low Purple Lantana W 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS PROPERTY TO 10 Min. 2 feet wide landscape strip for drainage swale along sides of LW - 1 3' - 6' LOW Lantana montevidensis white Low White Lantana INFORM FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION REQUIREMENTS property CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT LP - 1 3' - 6' LOW Limonium perezii Sea Statice THAT IS 5 FT OR LESS FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO ul 3 feet wide gravel path/landing - 3" deep gravel with weed cloth and LB - 1 4' - 6' LOW Lomandra Breeze APPROVAL BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE 2x4 redwood header - gravel to be selected by owner BF - 1 4' - 6' LOW Bulbine frutescens COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. C - 1 3' LOW Chondropetalum tectorum Small Cape Rush 14 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE PRIVACY TREES AND 12 Driveway Paving - Permeable interlocking concrete paver system J - 1 3' LOW Juncus patens Elk Blue CA Gray Rush NEW FRONT YARD TREE capable of supporting vehicle traffic - manuf., series, pattern, and color to Lawn sod HIGH Turf tall Fescue sod with 2x4 rough redwood header board 15 CONTRACTOR SHALL REFER TO GRADING PLAN FOR SITE GRADING AND DRAINAGE INSTALLATION be selected by owner. This represents a front pedestrian path and should be a contrasting color and or pattern that goes well with the rest of the Plant quantities are for planning purposes only. 16 THE CITY REQUIRED PRIVACY PLANTING SHRUBS AND THE REST OF THE LANDSCAPING ON EACH LOT WILL REDUCE driveway and matches the front walk paving if possible in pattern and Contractor to install all plants shown on plan and verify plant count. �p�1DSCgpF PRIVACY IMPACTS FROM EACH LOT TO THAT LOT'S NEIGHBORS color. Ask owner if he wants to increase any of the installed plant sizes �� No. 2176 17 SEE SHEET L2 FOR TREE PROTECTION MEASURES AND PLAN INCLUDING TREE PROTECTION FENCING (eqLw s GARB Concrete or paver pad for Garbage and Recycle Bins min. 3' x 7 4/30/2024 Raw.d Data J26 22 \P qTF OF CAL\F�� 0 T13 to remain Q Landscape Screening _ Landsca e Screenin 7 7 dsca Benin 7 ndsc reen' remalp g sca ni Jt;o 1 dsc Bening _ 7 U LN° LN° LN° LN° LN° N S L SL SL PG° oG PG° PG- PGo °PG PG PG PG PG SL DV PG °PG °PG °PG °PG N N PG° PG PG PG PG °LN L LN° °LN L 7 N D � 5 � PG � SL 7 1 7 7 N V � 0 W � I DV U I M LM LM I y N $ N I N N PC U W y Lgwn SL 17 WLt�wnW I Street P D Tree 0 °I PG LM LM LM W �' W � w " � °, W W N io S DD I SL N t N 1 I N I ° r i LI D � LM LM �. �. �. �. �. O 0 NI WWWW S Dv N 1 1 , / ` N i I N WWWW q❑ ° ° �� N °1 t N N DDV O . D DV V D N L LPNEI N DV Ni W W I N DV o DV SL DV i I � LP N O N � � PC Q QL r P DV N DV I ,Q ° O Street PG L DV L OCN D Tree O 3 �'° W N, d 9 , �a and ° ❑❑ ° PG O N N a 2 P 710 6 U N 7 ° 9 ❑❑ PG DV 7 ® PG — DV I - Q U PG � DV 0 o G °• 4 LB N ,�`�a ° 4 I DV I ® r� 5 o i D � Pli�G • � 9 P ° 3a PC US�� ^ ` U i O I 4B C, ° P a N g ( ' ' PG5 • N .0 L ���ii��/// O D N ° SL L �° �0 i LC SL 1 3° C� 1 L c� s o ° 0e PC �, QO 0 2 N Street 0 LC 'ar' L o P ° L QLL0-4 Tree ° 6 • 7 � o N L L N N ° N N N N G 1 WM o' i 0❑ DV L 6 N N L N 3 2 I O LB 0 i 3 L N a, N , N P� 4 DV LB LB SL SL N 1 SL D 0° LB BF aI LB C C LP LP S SL BF B 6 7 I LB LB LB 6 1 N N N Lg BF DV I C C MC LP LP I° BF BF I LB LB 7 th LB C C C L L S SL Q 2 J N N BF BF BF BF BF 5 ' L C C C C C C Pe ab o t N C 3 1 C C C �— s se ve SL sL LB° LB M n� t PLANTING I C 1 L ' PG6 C L L L L L L LP LP LP LP Pe ab LB LB LB LB LB L L LM PLAN o f a L LM sD Dr e a P a L C :3 a LM M J M LM i. N s C C C C C C C C C C D LB J J J Dr a L r e C C C C Pe Bab Driv ay C C C LP C C C so J J J J s SD L C C 6 1 ive LP LP Side alk L C C C L C C C C LM J J � O J LP LP C C C VI� U J � J L L LP JT J L T P LP F' LP T JT J JT JT T T T 16,: LP LP P L LP L o rema o 5 I ,Pat a Pa p^G 1 PC Front PC-FrontYard Tree y Side N Sid alk Date 4/26/22 No LN° LN° C Yard Tree D LI-Front Yard Tree LI Front Y rd Tree LI LI Fron Ya Tr e ° C Front Yard Tree °°° As Noted °a og a Scale L__ C C C C __ s _ _ so so sD D s o s so so ° ° Gre C LB LB LB _LPLI ss LI 9 -- � U Drawn 5❑ 5❑ 5❑ 5 �, t� N 1 / 1 Job �ff I 1_011 Sheet \ Center Line of 4 Revision Community Development Department Plan ing Division - Cupertino 'CUPSRTINO APPROVED Advanced �+ 4dvanced Tree Care 2US60 MrL.ellan Rd.,Cupertino Advanced Tree Care 20860 MrUllan Rd.,Cupertino Advanced Tree Care 20860 McLellan Rd.,Cupertino Advanced Tree Care 20860 McLeLlan Rd.,Cupertino Case ## TM- 21- 067 os Ave,San Carlos May 25,2021 965 East San Carlos Ave,San Carlos May 25.2021 965 Fast San Carlos Ave,San Carlos May 25,071 965East San Carlos Ave,San.Carlos May 25,n 21 RR-20 0 trn5, s I �5. -016 Approva I E CIl 'free 5urvev Tree SUrye►' Tree Protection Plan A coos I Date 10/18 22 2.Any pruning and maintenance of the trees shall be carried out before construction begins.This pp .. DBH Ht/Sp Con Rating Comments Tree# Species DBH HtISp Con Rating Comments 1. The Tree Protection Zone(TPZ)should be defined with protective fencing.This should be should allow for any clearance requirements for both the new structure and any construction Signature Briknne arkousha iA,r 12.3" 44120 40 Good hcahh,poor costdiiion,one sidctl. 19 [ncensc cedar 17-5" 35120 4t1 Poor health sncE conditic�t, cyclone or chain link fencing on I l/Y'or 2"post.-driven at least 2 feet in to the ground standing at machinery. This will eliminate the possibility of damage during construction.The pruning Ca a Manager PseudolsugJ2 menziesii unbalanced.Not regulated REMOVE C•dlnredrus decurrens :oat Regulated REMOVE least 6 feet tall.Normally a TPZ is defined by the dripline of the tree. I recommend the TPZ's should be carried out by an arborist,not by construction personnel.No limbs greater than 4" m as follows.- in diameter shall be removed. 2 Fig 8.6"i8-9" IM5 50 Good health,fair condition,topped REMOVE -ill Douglas fir 22.5" 35/20 0 Dead Ffcus.spp Not Regulated A%wudotsuga ntenziesi'f Not Regulated REMOVE Tree# 11:TPZ should be at 1 I feet radius from the:trunk of the tree in accordance with Type I Tree Tree# 16 has a lot of dead wood and broken limbs. If this tree is to remain,this tree should be 3 Persimmon 11.2" 25fl5 60 Fair health and condition 21 Pittos orum 4.5"/4-2"/5-I" 12115 70 Good health and condition Protection as outlined and illustrated in image 2.15-l and 2 tf 1. pruned for safety and clearances. Evti pyrYJ.f f�F}O111C(1 Not Regulated REMOVE piunsporutu nJhiru Not Regulated REMOVE Tree# 12:TPZ should be at 8 feet radius from the trunk of the tree in accordance with Type I Tree 3.Any excavation in ground where there is a potential to damage roots of 1"or more in diameter C) 4 Walnut 1 .3" 15/20 10 Very poor health and condition REMOVE Summary' Protection as outlined and illustrated in image 2.15-1 and 2 I��. should be carefully hand dug. Where passible, roots should be dug around rather than cut!'� Fw- Jrrgldns erigru Not Regulated Trcc#s [,4,9, 10, 14, I5, 19 and 20 are either dead or in very oar health and condition and = o 5 Citts 10.0"@l' 12/10 60 Fair health and condition rY P Tree# 13:TPZ should be at 20 feet radius from the trunk of the tree closing on the sidewalk in 4.If roots are broken,every effort should be made to remove the damaged area and cut it back to (� � Citrus spp Not Regulated REMOVE should be removed. accordance with Type I Tree Protection as outlined and illustrated in image2.15-1 and 2 l�}. its closest lateral root. A clean cut should be made with a saw or pruners. This will prevent M 6 Aleppo pine 4X 60/50 50 Fair health and condition any infection from damaged roots spreading throughout the root system and into the tree r1 Q ;:- co Pines arc not tolerant to Pincs are not Regulated trees 17 are pines 13 8 7, , , , . . w o0 rPinus harlepearsi,�' Not Regulated REMOVE Tree#s 6 Tree# 1 b-TPZ should be at 20 feet radius from the trunk of the tree closing on the sidewalk in construction impacts and even with all tree protection measures in place,they may decline further accordance with Type I Tree Protection as outlined and illustrated in image 2.15-1 and 2 tr'}. S.Do Not:«' L � 7 Monterey pine 33.2" 55M0 50 Fair health and condition,topped, during the construction period and eventually become infested with beetles,which will ultimately Q o F, a. Allow run off or spillage of damaging materials into the area below any tree canopy, C,� rn o Pinu.s rddiretrr Not Regulated REMOVE kill the trees. b. Store materials, stockpile soil, park or drive vehicles within the TPZ of the tree, 8 Mantercy inc 21.5" 50/20 45 Poor hcailh and condition,tQ t3 REMOVE Q 0 p plx c. Cut,break, skin or bruise roots,branches or trunk without first obtaining permission Erato the � U � Fines rddrdree Not Regulated Tree# 18 is a stump standing 1 foot tall z : city arborist. Q ni 9 tncexase cedar 1 t.2" 35/6 45 Poor heald3 and condition d. Allow fires under any adjacent trees. J �j n REMOVE Tree# 13 is on the neighbor's property and should be protected during construction. M Calocednesdecurmns Not Regulated e. Discharge exhaust into foliage, U) 45 P Tree#s 11 12 and 16 are Specimen trees by merit of their size and species and should be f. Secure cable, drain or rape to trees ar shrubs. U 10 Incense cedar I2-Z" 3S/6 on rhealtltandcandition Apply soil Sterilants under pavement near existin trees- Calno',dms decurrens Not Regulated REMOVE protected during construction g' pp y p g W v> • Type I Tree Protection J � � 11 Coast live oak S.0"/8.3'78.1" 25/18 60 Good health,per condition, The fences shall encltase the entire area 6• Where roots are exposed,they should be kept covered with the ltative soil or four layers of wetted, C - Quereasagrifolid codominantat'',Regulated SAVE The remaining trees,#s 2,3,5 and 21 are smaller trees that are not specimen trees and can be lantreated burls Foots will d out and die if left exposed to the air for too Ion ``t' � removed if desired. under the canopy dripline or TPZ of P dry P g 12 Coast live trait 12.3" 25/20 60 Good hcallh,poor condilion SAVE � R the tree(s) to be saved throughout the life 0 it Quereus agrifdliu Regnl9tea IMAGE 2 t 5_1 of the project, or until final improvement 7. Route pipes into alternate locations to avoid conflict with cools'¢} (D M Tree Prolectlon Fence at the❑rlpline work within the area is required, typiralty Lli r` 13 Monterey pine 32.2" 5N50 50 Fair health and condition.neighbors SAVE near the end of the project (sea Images 8. Where it is not possible to reroute pipes or trenches, the contractor is to bore beneath the dripline � Pin us radian¢ t)m Not Regulated 2.f 5-1 and 2.f 5-2). Parking Areas: If the of the tree.The boring shall take place no less than 3 feet below the surface of the soil in order to (� fencing must be located on paving or avoid encounterin 'feeder"roots-"' 14 Citivs 4.7'14.3"(dlgrade !0/5 10 ded.Norhegltated condition,alrrtnsr REMOVE sidewalk that will not be demolished, the g Ciirres spp dead.Not Regulated - posts may be supported by an appropri- 121 15 Irish yew 14-6"(rr�grade 15/15 30 Poor health and condition,codominam ate fade level concrete base, 4. Compaction of the soil within the dripline shall be kept to a minimum- If access is required to go Tairus hacc'ata at grade.Not Regulated REMOVE through the TPZ of a protected tree,the area within the TPZ should be protected from compaction either with steel plates or with 4"of wood chip overlaid with plywood. IS Dcudar cedar 31,3" 60/30 50 Goad health.pour condition,topped. J CAVE r} Cedrus deodara broken limbs,Regulated _ 10.Any damage due to construction activities shall be repotted to the project arborist or ciw arborist 17 menturey pine 33.0" 50)30 50 Fair heallh,Poor wndition,thin canon REMOVE within 6 hours so that remedial action can be taken. PirPtr.s r'adrrrrrr lopped,Not Regulated IMAGE 2.15.2 11.Ensure upon completion of the project that the original ground level is restored 18 Stump Tree Protection Fence at the Dripline 3 4 A 6iPagc No. 2176 �r LW is a 4/30/2024 R-d Data 126 22 \P qTF OF CAL\F�� 0 T13 to remain Q to remai Tree to be removed (typ) .12 ---- ----- - ---- ----- -- ---- ------ ------- --- -- ---- - - Tl fencee rotection ` I ► 0 Gray.Path Gray.Path I Gray.Path ► 4� Lawn Lawn 5 Patio Patio N I Patio � Patio I or DecX Patio Q I o 0- for tree ° o I > N o protecGray.Path ° o U o �T6 i U I I o I I _ 0 ' to remLn_ NI I I - U I Patio � I ® ° } 2 I ° 7 I ® ® I o ❑ 0 - I U T T3 I a- I a- �T5 /\ c� 5U U � L ❑ i � ° o 10 ❑❑ ❑ I 4 II 0-4 Path co0 H00 _0 CD () WL) Na WM T142 1 L o I oo N � I I ° NI=D ° N ; Path ° o Permeable ___ a SD SD Driveway SD --- T4 Tree prote tion Path / ❑ T15 o fence i EXISTING Permeab e I TREE a - ------ ------ SD Driveway Permeable c7 �' -JT J Permeable ti ° SD N SD N Driveway JT S v Perm$Wq-y PLAN Permeable -' t JT Driveway SD SD DrwCVv ly SD- Driveway Sidewalk ✓ /- , ----- ----- ------ N OJT JT JT JT J JT JT JT JT JT JT JT JT JT JT T JT JT JT JT JT Ti 8JT JT JT JT JT i N Path y T21 T20 N Sid elk o rema' o a 26/22 _ Path Gate N Sidewalk N Sidewalk T1 N Date / I 17 I a og / o goo As Noted / S D S SD- SD L-- --------------------------- ----- SD --- SD SD SDSD o oScale - - --------- s Greg / s Drawn Job " " y 1 / 16 t 1_ 1 t_O 1 1 Sheet ss\ I ::J L2 0' 8' 16' of 4 Revision Community Development Department Plan ing Division — Cupertino 'CUPSRTINO APPROVED Case ## TM- 21-006, R-20240040 teuO45, Approva 114 VORbmi5?l -016, Approval I Date 10/18/22 Signature Briknne Harkousha Case Manager CD N U w �- o 2 9 0 LO U LO M Q W CO 00 Z U-, c Q o U L o U Z N J n U � U) C� � U) c -0 ) c � co W � Y O (D co W co PrivacyScreening Shrubs KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME GALLONS RATING PRIVACY SCREENING SHRUBS LN - 15 10' max LOW Laurus nobilis Grecian Laurel PG - 15 10' max MED Podocarpus gracilior Fern Pine Min. height of installed screen shrubs is 6 feet when planted. Min. size is 15 gal. Order from nursery a long time in advance to be sure you can get them minimum height required Dsc No. 2176 • 4/30/2024 R—d Data �26 22 \� qTF OF CAL\F�� O T13 to remain Ito remai Q � I LN, LN° _No LNo LN PGo� \ �\ \P0 PGo PG- ® P o °PG o P°G�A P�G co�oG PGPG PG 0PG PoG PG ° ° °� IIIII LN° o LN UQ ?G Gra t Patl\ tio ti Lawn Lawn Patio� Patio Deck Patio > protection tree 2 Grov.Path to remain o Patio SECOND SECOND STORY STORY SECOND ° STORY PG SECONDSECOND G STORY STORY I a) PG` 0 15 PG 3 Gp PG � J ° a a U 0 Uj k T11 I 30 a / 0° � CK) / I 0 o G P ° 2 o 0 • SECOND UI I U ° Path QQ STORY — — N N O `I ` o rn o U ^' P W ° P o l G I N N ° ❑ WM 2nd sto (D o ED ' -- deck 3 I 3� I\ 0 I 2nd story deck 2nd storydeck 2nd story deck ° I o 2nd story deck I° JL 76 F� Permeable SD Cl- SD SD Driveway --- -- --- --- --- -- -- ---- Path N _ _ o o o PRIVACY PG 2nd y Permeab e SCREENING L' ' a sto ---------N------_ SD Driveway Permeable I � dec J I - JT SD Drive Permeable N sD N PLAN 'I � JT `� SD �' N Permeable ` JT Driveway SD Dway Permeate DnvZv ry SD ° Driveway Sidewalk ' /- , N OJT JT JT JT J JT JT JT JT JT JT JT JT JT JT T JT JT JT JT JT JT JT JT JT JT T16 I Pat � I �', N N y N o rema' N I \ Pa Gate N Sidewalk N Sidewalk Sid alk Date a/26/22 LN4 LN o LN o\ ogo° I oa o s ° s As Note S� SD \ SD SD SD SD_ o SD g oo Scale — — — --------- --- Greg ss Drawn N N Job 1 / 16 1 �_011 Sheet L3 ss\ 0' 8' 16' of Revision Community Development Department Paving In Front Yard Setbacks Plan ing Division — Cupertino 'CUPSRTINO APPROVED Lot 1 Lot 5 Case ## TM- 21-006, IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% R-20240040 to 5, (front property line is more than 60 feet) (front property line is more than 60 feet) Approva I 015 -016, -� roF bmic� TOTAL AREA IN FRONT YARD SETBACK = 1330 sf TOTAL AREA IN FRONT YARD SETBACK = 1178 SF Approval I Date 10/18/22 Signature Briknne Harkousha All paving in fysb is pervious (permeable) so it is not be an issue All paving in fysb is pervious (permeable) Case Manager CD There is 0% impervious paving in the front yard setback There is 0% impervious paving in the front yard setback N Lot 6 Lot 2 IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 50% w IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% �- ( (front property line is less than 60 feet) = o front property line is more than 60 feet) U M TOTAL AREA IN FRONT YARD SETBACK - 1200 SF TOTAL AREA IN FRONT YARD SETBACK = 1310 SF Q M w IMPERVIOUS PAVING Q c All paving in fysb is pervious (permeable) Area 6a 45 cvn 0) 0 There is 0% impervious paving in the front yard setback Area 6b 111 zC)N Total impervious 156 sf impervious 156 sf/1310 sf= 12% OKCU J 07 C Lot 3 C5 � IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% J cu (front property line is more than 60 feet) oc Y O a- TOTAL AREA IN FRONT YARD SETBACK = 1200 SF (D co w All paving in fysb is pervious (permeable) O There is 0% impervious paving in the front yard setback Lot 4 IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% (front property line is more than 60 feet) TOTAL AREA IN FRONT YARD SETBACK = 1260 SF All paving in fysb is pervious (permeable) °21 There is 0% impervious paving in the front yard setback ��� �(eqLw 1s 4/30/2024 R—d Data �26 22 \� qTF OF cAL\F�� 0 T13 to remain o�❑❑ II;I;I I I Ii — � � o o NIIIIIII I to remai N v-Q 12 AA Co Gray.Path Gray.Path Gray.Path Lawn I awn Patio Patio F Patio or DecPatio Patio � for free > protection 0 D T11 Gray.Path to remain o Z. Patio ®> 0 ED I U U � CD 0 Path aao° CD U of � � ❑ � I 0,4 WM ° I I I � I �� a 3 2 1U>j 0 0 o-- — -- --- N I 0 N 20'FYSB Path Permeable SD J --- --- --- -- -- ------ ---- � SD se Driveway � Path ❑ FRONT YARD ' 20'FYSB __ __ 20' FYSB � 20'FYSB � � 20'F SB � I ° Permeab e 6SETBACK 2 rm 0 JT _-_-JN______ SD N Driveway Drivewable Permeate IMPERVIOUS 5 sf I - Jr_ Permeable N S° SD N SD—— mperviQ S ❑ I Permeable ` �T Driveway SD SD Dnv Zv y SD — fysb ba Driveway SidewalkAREA / PAVING I N \ ✓��___ --- ------------ - ----- ------------- - --------- --- - -------- ------------ ------ 15'F SB m OJT JT JT JT J JT JT JT JT JT JT JT JT JT JT T JT JT JT JT JT JT JT JT JT JT- �j N remaI III o ath i 11 s impePath bb ate N Sidewalk N Sidewalk y N Sid alk Date 4/26/22 °a og ° s As Noted /77ZSD SD SD SD S SD c ° Scale -- --------------------------- — — -----SD --------- --- \s se ° s Drawn Greg Job 1296 sf total in fysb N y 1 / I I 1 LO I f_ 1 1-0 11 Sheet L4 I ss\ of 4