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R-2021-001 Approved Plan set 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 1 2'-0" 5'-0" ' Co nity ve op n D rt e co - PROJ ECT DATA ' ', DRAWINGS PREPARED BY Plan, +ng, ivi i -( pe in ; PROPERTY LINE I I PROJECT ADDRESS: 'CUPERY,IN4 A 19433 PHIL LANE, CUPERTINO, CA 95014 [71 CAROLINA LAUREL CHERRY I .' I I CHRIS SPAULDING Casje # R-2021-001\ 15 GALLON G' TALL MINIMUM , PROJECT DESCRIPTION:Application Number(s) I ❑ A R C H I T E C T ❑' DEMOLISH [E] I -STORY HOUSE Approval Body: Director/ Staff SCREENING TREES N 41 '-G" - PROPOSE TO BUILD 2-5TORY HOUSE I j BE 24" BOX AND 8' - A rova I D to 04/20/21 \ / - REMOVE (G) TREES w p14 % TALL MINIMUM - SEE • I I U) Sigrj,�ture Lauren Ninkovich LANDSCAPE PLAN 40'-O" U-) o Case Manager FOR SPECIES •/ c� 801 CAMELIA STREET SUITE E . SETBACK LINE 2 I'-G° ASSESSOR'S PARCEL NUMBER: 375-05-035 J z J BERKELEY CALIFORNIA 94710 OWNER: PEI-LING WANG I z N U (510) 527-5997 FAX(510)527-5999 - - - - - `� - - - - - - - - - - � ,�/ PHONE #: (805) 706-5835 o WF0.1 E'LY F- OF P/L ZONE DISTRICT: R I -G LL POWERo ! WOOD FENCEPOLE T I \ / I I I NET LOT SIZE: G,270 SQ.FT. o ° „ o V I E W S H E D _ ,� ; _ 99.32 o N87 45 00 W 57.00 _ 2 K AVERAGE LOT SLOPE: SITE RELATIVELY FLAT I o �� o o �98.73 ,�; 9 77 8 �0 98.60 - - BUILDING - o b D ,� U o OVERHANG TYPE OF CONSTRUCTION: V-D, SPRINKLERED °o o LU OCCUPANCY GROUP: R-3 / U 99.4 LU � o U a o 0 0 / Qz z I I I I "- _�_,�_,, Cz Q Q N Q WF 0.3 `.30° 30°,' : !LAND USE: LOW DENSITY (1 -5 DU/Ac) UNDERGROUND w � m o m WILY OF ELEC, TEL, TV � o N LU N 98.92 P L o - / MAX FLOOR AREA: 99:31 0 99.73(Lij n z � � BAY WINDOW •' 99.18 O O O �___�__ - (0.45 x G,270) = 2,821 .5 SQ.FT. D_ W ILI a- 97 �98.95 -IN 99.47 @ 2ND FLOORSDz IL o O ' O ' AC CONDENSERI I I I I I [E] FLOOR AREA (TO BE REMOVED): REMOVE [E] REMOVELn 1 ,4G2 ± PLANTER < < , I I ) AN BLDG co PROPERTY LINE ; HOUSE (INCLUDING GARAGE �[E] SWING o n N 0 j %SETBACK TO ) 9.2 WILY I ST FLR. LIVING � I 444 ; OF P/L . . . . . . . . . .:: . . . . . . . . . . . . . . . . 9.18 � 98.99 98.97 PROPOSED FLOOR AREA: .\ I 99. 39 ;23'-8" 99.10 GARAGE 418 COVERED PORCH 10--;ENCLOSED „� I i I I =1c\i I 2ND FLOOR �> 948 3 SIDES '> EXISTING x 99.4 no49�. 9952 1 994 c 99.24 99.26 REVISIONS BY l 100.00 99.49 99.45 TOTAL 2,820 < ; G'-TALL ' , 99,;70 `. 1 -5-2 1 ' < > ' > ` 5-0 COVERED PORCH N r < WOOD REMOVE [E] FENCE ` OVERHANG PORCHES 243 P.U.E. 99.69 3- 18-2 I I I~P NOCRETE 99.49 � RATIO OF 2ND FLOOR TO I ST FLOOR: 99 59 948 : 1 ,873 = 0.50G, GATE ! 99.66 099.75 - - 99.61 99.2 - - ---1 DEMOLISH [E] �- - - - - - - -�- - - 99.79 99 69 --� I-STORY HOUSE ' I I a I I _^_^_n_n_n_n_n_n_n_•_ $ 9.61 __ 9.45; CROSSES 99 j I AC r 0 9.541 I I I ALLOWABLE LOT COVERAGE: W LY P/L 6� •• •••,•••100.23CONDEN5ER5 99 2 99.31 0 - �9.68 �. �5.................................... .... ........ ...I. .. •�99.24 0.45 x G,270 2,82 1 .5 SQ.FT. & 0.0 W'LY�00.03 PRELIMINARY SET 10 QUIREI OF P/L I �E-- ---�--� I 15-0 REQUIRED (25 CO . BINEDJ 200 AMP ELEC. __ (+5% OR 3 13.5 SQ.FT. ADDITIONAL FOR � L______ j (25' COMBINED) 12ND ST RY LE4 METER W/ UFER r DESIGN REVIEW SET ROOF OVERHANGS, PATIOS, PORCHES) I :o 99.46 I o PROPOSED DE S TBAC6. GROUND DOTTED HATCH099.68 I ! 0 2ND STORY RIGHT PLAN CHECK SET - I PROPOSED LOT COVERAGE o 9 :i I INDICATES 2ND I- SIDE SETBACK 9 FLOOR PERIMETER PERMIT SET I I I N P o� I HOUSE FOOTPRINT + PORCHES + - N :i I l ,-, 'S' r - l : 99.57 o CONSTRUCTION SET ' N GARAGE (INCLUDING OVERHANG) i 2,537 !' aj I I I o 0 - 40.4 % 0 ! rr r---------- 99 \ -v-v-v-v-v-v-v-v-v-v-v-v-v-v-v-♦ I \ N PROPOSED IMPERVIOUS PAVING @ FRONT r N I 15'-O" P � S t'� I \� I z 10'-O" 2Ib35 RY: EE I I (I 5' COMBINED) ` YARD = 450 SQ.FT. (39.47%) . 99 7 ' P f�0 POS E D ADJACENT SIDE: ETB/CKI t -^-^-^-^-^-^-^-^-^-^-^-^-^-' J ; PROPOSED I ST STORY I I I BUILDING REMOVE [E] �_ I : 099 69 RIGHT SIDE SETBACK CONCRETE I I HATCH 2-STO ICY j 99.62 INDICATES rTl WALKWAY x 9.41 EXISTING w 99.53 G'-TALL ;a ; V I C IN ITY M A P 0 99 60� I GARAGE : 99.61 _ .' I --A I AREA HOUSE •• �xI . ........................�.......... . A c WOOD ',a `-' -iN 5-0 REQUIRED 1011.58 : L----------1 ----------------------i I S;T FLR. FF I1 01 .5' 9.65 1 99.70 � FENCE I �' I I I I I 1 1 2N© FLR. FK��911.55' a I I Ga41e Be Barcelona 15 COMBINED) 0 19 .48 I I � � R2 20-I 8-0 1 5-9 I LEFT SIDE 1 I � I I I i ° E ' SETBACK I ' - [L _' .' 19433 Phil Lane �REMOVE I �99.8�8 ' O � I REMOVE [E] I I -- ,' I -G' : Creeksie Park AN BLDG 8.7 I WALKWAY 1 O 8 T 1 99.66 O I e 100.03 99.44 _- Phll l N �n I � t o ,a � ; �'� � WILY OF P/L � I I 99.73 I O 6 o ' z a + Creekside Bible Church 99.63 o : 1 I 1 I b I O � I ,' I I G 5'-8" PR POSED x 01.49 i •� 99.81 0 0 ' .. . s SIDE S TBACK -99.95 �T 9 o •.i......... Qj 43 i 099.72 99.67 99.67 9�.79 REMOVE F+-I 99.59 I I [E] SHED (--I `, L--------- [N] 5' TALL : I� o ° I o ;' - - - - - - - - - ,: - - - - - - - - - - GATE I : �� u R3 ..F... ...... . REMOVE ALL [E] FENCE •�• -{' o FRONT YARD FENCE 1 8'-0" �1_911[31-011 �; 99.67 O I99.8 DIAGRAM 15 LAID OVER PROPOSED ROOF PLANT% CONSULTANTS 979 x o a o . '9 C ED o o o ° O ~� _- _- ------------------------------- P � 2-I 0 � �`_�^ ��- ARCHITECT o �g � L ------- o [Nl 5' TALL FENCE' __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ _ PORCH - - - J O TO HOUSE PRIVACY D I AG IMAM � I M P E ITV I O U S LOT COVERAGE CALCULATION DIAGRAM CHRIS SPAULDING, ARCHITECT 99 68 - - - - - - --- - 61y •' 801 Camelia St, Ste. E, Berkeley, CA 947 10, ` o Phone: (5 10) 527-5997 p o 99.46 z Q ;a PAVING CALCULATION DIAGRAM II _ I II 0 4 8 16 CYPRESS � �9962U) �9948 yLQ Oz - f� _O Email: chri5@c5architect.net 24" ITALIAN 57 LLJO yW 5 0 0 WALL U.6 W LY OF P/L CJ o I I I 0 4 8 16 99.53 0 0 ' M� O ' SURVEYOR O I O $9� o _ 8 _O MULTI TRUN CONCRETE v IL z o CHRISTENSEN * PLOUFF Q 02 z 1 ROCK _ M FIG TREE o DRIVEWAY �, m yC O O WALL 101 Church St, Ste 29, Los Gatos, CA 95030 o i a- IL w o 0 WF 1.2 WILY OF P/L o I,J � � 6 H Ph: (408) 755-9784 ° [E] CONCRETE uw n I C-0 � p � 12�0 Email: info@cplandsurveymg.com D z y�o o i a� '� �' o DRIVEWAY EDGE gg,44 99.4 9.35 9 N 99.35 gg.230 IMPERVIOUS PAVING COVERAGE LOT COVERAGE � coo 3 � o o WIDTH HEIGHT AREA `� �> WIDTH HEIGHT AREA E H A WIDE ti 4- 1 T r� LANDSCAPE DESIGNER o 24" ITALIAN4„ w FT INCHES FT INCHES •' ; FT INCHES FT INCHES �' YU W N U NG CYPRESS a o AS o ENTK SE ER 18 - 0 x 20 - 0 = 360.00 ,% K 21 - 6 X 14 - 7 = 313.54 �� 1 8' MAX N W�LK C O WATER ty 1 > < o , METER R 2 - 9 x 5 - 1.5 = 14.09 ; '> L 40 - 0 x 15 - 2.5 = 608.33 < _ _ _ _ 1 _ _ 099.33 987°4 '00"W 57.0 9.19 98 84 O S 2 - 10 x 5 - 1.5 = 14.52 .; �> M 41 - 6 x 12 - 5.5 = 517.02 �, INDEX OF DRAWINGS gg.55 99.43 99.40 99.29 gg 18 99.09 0 T 3 - 0 x 20 - 0 = 60.00 ; N 20 - 1 x 24 - 0 = 482.00 <i U 3 x 0.4 SQ.FT. = 1.20 `� > O 8 - 0 x 26 - 9 = 214.00 � ARCHITECTURAL O SHEET A I SITE PLAN, PROJECT DATA, 98.73 98.65 98.61 !, TOTAL 449.81 450 •' ,> P 15 - 9 x 25 - 6 = 401.63 < x 99.05 8.99 098.89 098.81 VICINITY MAP, SCREENING � TOTAL 2,536.52 2,537 DIAGRAM, LOT COVERAGE ^ FRONT YARD AREA 57' x 20' = 1,140.00 ,> < CALCULATIONS J t•-�-I PAVING COVERAGE 450 1,140 = 39.47% (50% MAX. ALLOWED) ____________________�` SHEET A2 PROPOSED FLOOR PLANS WF 0.2 W'LY OF P/L >_ J LL SHEET A3 ELEVATIONS, 5TREET5CAPE J SHEET A4 SECTIONS, ROOF PLAN, FLOOR U' w oD : AREA CALCULATIONS o C J \Y . . A . A A A A A A A A A A A A A A ♦ A A A A ♦ A A A A ♦ A 1 /� SURVEY BOUNDARY TOPOGRAPHIC `' o TREES TO BE REMOVED `, � GRADING AND DRAINAGE NOTES SURVEY of J > NUMBER SIZE SPECIES COMMON NAME LANDSCAPE o z o DATE: 10-29-20 SHEET L- I LANDSCAPE PLAN PLANT ' o - SHAPE FINISH GRADE TO SLOPE 5% (2% FOR PAVEMENTS) FOR 10' <' RI 10" PKUNU5 AVIUM SWEET CHERRY <; SCHEDULE NI "' SCALE: AS NOTED AWAY FROM RESIDENCE OR INTO LONDITUDINAL SWALES <, ; R2 G" CITRUS SINENSIS ORANGE <; SHEET IK- I IRRIGATION PLAN t- WATER DRAWN: CS/DB < BUDGET CALCULATIONS JOB: LIN, CHINHAN SHAPE LONGITUDINAL 5WALE IN 51DEYARD5 ( IY% SLOPE) TO DRAIN <' K3 G" CITRUS KETICULATA MANDAKINE SHEET IK-2 IRRIGATION NOTES SCHEDULE 0100.00 INTO LANDSCAPED AREAS I N FRONT AND REAR YARDS 100.05 99 87 99.76 ( \> < 100.21 0 100.09 SHEET ` R4 1 G" LINGUSTRUM LUCIDUM GLOSSY PKIVIT : DOWNSPOUTS TO D15CAHRGE ACK055 5PLA5H5LOCK5 OR <' �� LANE PAVEMENTS AND INTO LANDSCAPED AREAS <' K5 16" CITRUS MEDICA CITRON <' SURFACE DRAINAGE RUNOFF SHALL NOT EXCEED EXISTING CONDITIONS <; RG 1211 PODOCARPU5 MACKOPHYLLUS SWEET CHERRY <� < r , ,' K7 1 4" NY55A SYLVATICA BLACK GUM <, SITE PLAN III = 81_011 PLOTTED ON SURVEY BY CHRI5TEN5EN AND PLOUFF, DATED 8-25-2020, PROJECT# NCA-20- 1 1 1 . 0 4 16 OF 4 SHEETS Community Development Department DRAWINGS PREPARED BY Planning Division — Cupertino 'CUPERTIN4 APPROVED CHRIS SPAULDING Case # R-2021-001 ARCHITECT - Application Number(s) "' 2'-0" 17'-01 3-4 ► I8'-G" Approval Body: Director/Staff Approva I Date 04/20/21 4-6 II-Gil Signature Lauren Ninkovich 801 CAMELIA STREET SUITE E Case Manager BERKELEY CALIFORNIA 94710 (510) 527-5997 FAX(510)527-5999 I I I I I I I I I I I I I I I I I I I I I I I I I N COVERED PORCH N VAULTS CEILING I I I I 4'-0" 13'-G" 13'-G" 5'-0" I I I I 71-Gll °I 12 9° ACCORDIO DOORS' TEMPERS GLASS - GG 20 AWN TRANSOM 66146,C5MT - FXD - CSMT N In ► 10 4 6 cSMT REVISIONS BY GG 50 CSMT - PXD - CSMT > I> 0 20 AWN I -5-2 I In AM I L RO M I I TRANSOM ti 3- 18-2 I - 03 0 VAULTS CEILI IG 20 3 2 -v-v-w, SKYLIGHT I I 5KYLIG117 12 L — — — J L - - - I DINING ROOM - N PRELIMINARY SET --1 2" DEEP ► CABINET DESIGN REVIEW SET 27'-O"r `- , -` PLAN CHECK SET IN< CID I1°►46;CSMT PERMIT SET 0 o MASTER i 100 AWN 20 20 CONSTRUCTION SET 3 2 CSMT BEDROOM ` N r RANSOM K LIGH L TEMP. GLASS o °m o U) F_ -1 I CLO � � o 0 W.I. CLO. � Ul N O 16 6 I 2° 2° o INz yt,o L — -12 2 SKYLIGHT `- Ln SKYLIGHT —IN I —1 , ► < F-� ICI� STUDY KITCHEN � — Id U� — — — — — � � g I°►;46;CSMT MA. Q o = 10 20 AWN w BATH _ _ m } W RANSOM P NTKY r — — — — — I BATH 2 m > w a — I--I LAUND Y � I � 2s 80 • l W/TEMP. U � I STAI R GLASS LITE O w � I HALL �, mifW STO I N j 2 L - - � g %o I LL o o STAIR HALL � Q ao `>t\ i Uw t\ N - - - CLOLU - - - - 2030 SKYLIGHT i 5'-4"1 15-OY N �� A O H1 1p . 1 1 1 1 1LOW BATH 3 A m � -v` z N O � � oN � DOOR ► ► m :i 15-112 c ► 1 5-0" 1 O �I N U ►—IN � —N N BEDROOM 2 N i >-o �-'" o - � C I C _ o C ► O �� 2-CAR GARAGE r= �- O •_„_,,_,,_ F--� N �_, , , �T O INTERIOR FF I BEDROOM 3 = r O C N ` A ; ; m LU %_^5��--' O I _ � `I 11-1 O �14'-8"` f o CLO N z - ENTRY HALL I N Q CLO - �-� BE ROOM 4 N O L5� 5 6 - 5° 50 CSMT `-^ `-^ O �L•� I 36 9° I O 50 50 CSMT I G° 80 o .I WOOD DR ROLL-UP WOOD GARAGE - < CLO DOORS W/ELECTRIC OPENER _ COVERED JVVV � I < LL-r--L.,, T.O. SLAB @ >, GARAGE DOOR I,� ,� PORCH I 00.3' 150 50 CSMT m DATE: 10-29-20 10'-0" 1 1'-10" 2'-0" 1 2'-2" 19'-10" 5'-G" 14'-0" SCALE: AS NOTED 7'-01 DRAWN: CS/DB SECOND ELOOK PLAN 1 /4" = 1 '-011 EI R5T ELOOK PLAN 1 /411 = 1 '-011 JOB: LIN, CHINHAN SHEET 0 5 10 15 20 25 0 5 10 15 20 25 A2 OF 4 SHEETS -- -- -- -•✓--•._ SOLAR ARRAY Community Development oepaRTtmem MAX. LOCATION PROPOSED MAX. HEIGHT = 1 26.95' l fr HEIGHT = 1 2G.95' Planning Division �`Cupe ino _ 12 DRAWINGS PREPARED BY CUPERTIN4 APPROVED ^, T EAVES AND DE DRIP EDGE EDGES. I I I I 4, TYP., U.N.O. ._ ._ ._ ._ ._ '• Case # R-2021-001 I_ _ _ _ I _ _ I _ _ _ I _ _ I _ I 12 CHRIS SPAULDING Application Number(;) I 1 Li R C H 1 T E C T Li I I I I I I Approva I Body: Director/Staff4 J Approva I Date 04/20/21 ;- J Signature Lauren Ninkovich Case Manager •' `; WOOD-CLAD 801 CAMELIA STREET SUITE E t% WINDOWS W/ o BERKELEY CALIFORNIA 94710 w FACTORY- w t' LU >1 (510) 527-5997 FAX(510) 527-5999 Q INSTALLED g O CASINGS, TYP. L (LQz Q O <� STANDING SEAM 0 BOARD AND N Z METAL ROOFING O ' � 1 = _ _ = BATT SIDING Ll p � // L Ln ' O .a 2ND FLR',, // m m J 2ND FLR U 111 11 11 11 11 11 11 11 11 11 11 7711 11 1 11t 112.5 5' �% / 1 1 2.5 5' _ Ile O N% L O o (� / � D N a • ❑ ❑ �IG o i _ Ow �_ t; WOOD GARAGE DOOR �'Q : w0 OwQ :' � LLJ � _ :,'j1 Q J LL I _ ,w/ _ I QLU ;ate t' w � � < O '+w ~ ~ I?Q t� � C L Q CQ LXLJ Q t LL LL cn n ,10 ' O •I ST FLR ' ; •' 'N �� I O I.5' 1 .' I ST FLR� - =-- 10 1.5' • .- I --' [� GRADE,,, - - - - r' REVISI S BY v,--` ,.-_� `[F] GRADE 99.T • [F] GRADE 9 ;,[F] GRADE 99.7' — — — — — — SLAB AT DOOR 1 00.3'— — — — — — — — — — — — r - - *, — — — -`-' :�� — [E] GRADE 99.5 CRA — — — — — i [El GRADE 99.5" T T� [F] GRADE 99.4 ; u [ ] DE [ ] BADE 3-18- '[E� ] GRADE 99 5' [E] GRADE 9 '•N LL LEf=T SIDE WEST ELEVATION •�--''- 1 /4" = 1 '-011 FRONT SOUTH ELEVATION 1 /411 = 1 '-011 0 5 10 15 O 5 10 15 PRELIMINARY SET DESIGN REVIEW SET r_ 1 :12 ROOF SLOPE @ PLAN CHECK PROPOSED MAX. �, STAIR VAULT DORMER .`Y • •._ PROPOSED MAX. >, HEIGHT = 1 26.95' HEIGHT = 26.95' PERMIT SET CONSTRUCTION SET LL LL LL LLJ w ' \ G J ,a t: J 7; 1 11 () Ll 9 _j I 'I � Ln J i L(7 J Ln J : z 71 U v2ND FLR r—, L � 112.5 5' % ' 0?' 1 12.5 5' �% = W O `•-- w •' O ' w EE I Ll 1P ;a t; LL_L I? k2_ji 0z O T 1 LLj • J +I OU, LL ❑ Ll .1 __j ____9 -1 LU LU Oj 1 ,6.; _j L m t• • _ — , O 1ST FLR IST L O N101 .5'O 1.5' t: M—� w '• U c� - � -- -- -- r'- - .` 'r[F] GRADE`99.95'v - ;r[F]•GRADE 'tp --•✓'-•---•✓'-• - - ,--- - - �� 'Y-1-GRADE 10 •`, ,� [F] GRADE 100. — — — — — '•._ [F] GRADEY99.95' ; •GRADE 99.95' -:.. �E] GRADE99.6'; [E] GRADE - - - - - — 1 `[E] GRADE99.6' 0 — - - - - - - - - - - - � 1. -- -- -- -- `-- [F].GRADE.99 4�-. _ [F] GRADE 99.4' ! :,[F] GRADE 99.4' ( 1 • IIII .. II = I— II �'N <' RIGHT SIDE (EAST) ELEVATION 1 /4 I 0 REAR (NORTH) ELEVATION .. ,: 1 /4II = I— II I 0 O 0 5 10 15 • O 5 10 15 O PROJECT SITE 19433 PHIL LIN . . 19445 PH I L LIN 1942 1 PH I L LIN 19409 PH I L LIN DATE: 10-29-20 I I N I I I SCALE: AS NOTED O DRAWN: CS/DB +1 +1 +I JOB: LIN, CHINHAN If SHEET N CONTEXT VIEW Of NEIGHBORING HOMES 1 /8" = 1 '-0" OF 4 SHEETS .' 0 5 10 15 20 25 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - CommunityDevelopment Department PROPOSED MAX. p p HEIGHT = 1 2G.95' Planning Divi ion — Cupertino DRAWINGS PREPARED BY - - - - - �: CUPERTIN4 APPROVED Q o CHRIS SPAULDING Case # R-2021-001 Application Numbers VENTED ATTIC r . . . . . . . . . . Uj u A R C H 1 T E C T u ' J U Approval Body: Director/StaffLLJ Approva I Date 04/20/21 -1 w o Signature Lauren Ninkovich g 14 Case Manager T_ p^ LINES c� 801 CAMELIA STREET SUITE E LU w BERKELEY CALIFORNIA 94710 O r' (510) 527-5997 FAX(510) 527-5999 QJ <' BEDROOM 2 CLO MASTER BATH �� OR � WALL WALL � i PERIMETER Q, N (3) _ VALLEY 2-Q 2ND FLR v '' 1 TYPICAL 12.55' VATTIC = U.N.O. I I I �, 2ND FLOOR r � WALL w ; PERIMETER > (S) 1 L O O O `' SKYLIGHT (Z 0Z ' j i' 4:1 2 ROOF SLOPE,TYPICAL r J = IQ J a- EXCEPT WHERE NOTED w (Z COVERED (h 5KYLIGHT5 g LL PORCH w w o STUDY FAMILY ROOM Q ' '- N � Q VAULTED CEILING; w 2-CAR GARAGE O .,VAULTED CEILING<) = O F- (n '' j ' DORMER —1:12 SLOPE 15T FLR 101.5' 611 50LAP , PANELS �, � REVISIONS BY VENTED CRAWL5PACE � 77 E I -5-2 I I I I I I 3-1 8-2 1 SECTION 15-15 1 /4 1 -0 Nw i • i' • 11 1' PROPOSED MAX.< < �� �� �� ' HEIGHT = 12G.95' <� O 5 O 15 �, 12 <; PRELIMINARY SET 4, TYP., U.N.O. < V E NTE D ATTI C <% ;, DESIGN REVIEW SET LOW-SLOPE ROOF AT ENTRY PLAN CHECK SET .' <• '' • PERMIT SET ' CONSTRUCTION SET , o = BAY WINDOW SECTION BOOS PLAN 1 /8" = 1 -0" w w NTS g SECTION A-A 114 = I '-0" 0 5 10 15 20 25 J LL_ i o BEDROOM 2 STAIR N HALL 0 5 10 15 ` `v 0 1 7'-01 .' VENTED ' \ T_ r' ATTIC <: V Q 2ND FLR~,� <% w , = VENTED 112.55' - ,.' t Q 0 FIRST FLOOR LLJ LIVING AREA 1 p OI I <; WIDTH HEIGHT AREA 2w ry FT INCHES FT INCHES Q O O = A 17 - 6 x 29 - 8.5 = 519.90 1 W O J w < �w w F- B 18 - 6 x 26 - 1.5 = 483.31 t l� Q <% ,1 N ( C 5 - 11.5 x 18 - 6.5 = 110.48 27'-O" Q 0 ENTRY HALL BATH 3 0 D 15 0 x 22 0.5 - 330.63 13'-I I ~ 2-CAR GARAGE O TOTAL 1,444.31 1,444 2 w STO GARAGE ;r -I 5T FUR 1 1 5 - 4 x 20 - 10 = 111.11 < v :-• J 15 - 0.5 x 18 - 6.5 - 278.90 _ y, Ilk K 15 - 6 x 1 - 10 = 28.42 .; E •' � <; TOTAL 418.43 418 < �% -IN VENTED CRAWL5PACE � l <; J —IN PORCH ENCLOSED 3 SIDES N `` .. .. .. .. .. .. .. . f - - = N 2 5 6 x 1 10 1008 \ , _ 10 W M ►--� TOTAL FIRST FLOOR = 1,872 Ln r 12 — 4, TYP., U.N.O. VENTED ATTIC COVERED PORCHES •; ' 1 17 - 6 x 12 - 0 210.00 aaaFL r� 3 6 - 6 x 1 - 8 10.83 >< ,, ^ 4 7 - 6 x 3 - 0 = 22.50 F-~ TOTAL 243.33 - 243 151-011 o Lu TOTAL LOT COVERAGE = 1,600+ 196 2,115 F—'—� � Q O = Ei O J G FF = o - - CZ J C o BEDROOM 2 BEDROOM 3 Varrlc SECOND FLOOR o °� ROO CLO 7N D N N LIVING AREA N �N O WIDTH HEIGHT AREA j 15'-6" 5'-0 ~ FT INCHES FT INCHES K 2 cJ 2ND FLR w E 13 - 11.5 x 9 - 6.5 = 133.19 .' = VENTED 1 1 2.55- _ ATTIC IF 27 44 = 0 x 11 = 5.5 = 309.38 G 11 10 x 18 0 213.00 p H 14 - 8 x 19 - 11 = 292.11 O TOTAL SECOND FLOOR 947.67 948 DATE: 10-29-20 c� O ry SCALE: AS NOTED Q 0 GG II DRAWN: C5/D13 J Q I? w w 2ND ELOO K 15T ELOOK 7 G JOB: LIN, CHINHAN N < o ENTRY HALL BEDROOM 4 SHEET 0 2-CAR GARAGE SECTION C-C 1 /4" = 1 '-0" 11 — 1_ 11 ELOO K AREA DIAGRAM AG IMAM 1 /6 — 1 0 'r 'ISTFLR 0 5 10 15 FLOOR PLANS ARE APPLIED AS BASE FOR CALCULATING FLOOR AREA DIAGRAM`` 0 5 10 15 20 25 •. , A4 ,`tip.. .. .. VENTED CRAWL5PACE OF 4 SHEETS C m-munity Development Department c7 Planning Division — Cupertino CUPERTINO APPROVED Case# R-2 Applicar2l ) Approval Body: Direct Approva I Date 04/2 Signature Lauren Nijovich NEW Ca Manager � PLANT SCHEDULE RESIDENCE 7 7 6 5 SYM. BOTANICAL NAME COMMON NAME *WUCOLS QUAN. SIZE SPACING POWER rC Pa DeEI DiPu PeAI TREE ' POLE CiSi Citrus sinesis 'Valencia' (20-30'H X 15-25' W) Valencia Orange (evergreen, privacy screening) M 1 24" box 12' O.C. ■ ■■ ■■ ■■ °450 �■ oo ■■ ■■ ■■ ■■ _ 19433 PHIL LANE -- -- -- -- -- _ ■ ErJa Eriobotrya japonica (15-30'H X 15-30' W) Loquat (evergreen, privacy screening) M 1 24" box Ll ' O.C. CUPERTINO, CA 1 PrOk Prunus 'Okame' Okame Cherry (required front yard tree) M 1 24" box 12' O.C. APN: 375-05-035 :\ 1_ CiSi PeNu Prunus persica var. nucipersica 'Flavortop' Flavortop Nectarine M 1 24" box As Shown h Te 1 � .'.. E rJa gAt: 2 SHRUBS 5 \.. 14 / cM BeTh Berberis thunbergii 'Atropurpurea' Red-leaf Japanese Barberry L 3 15 gal. 3' O.C. PrCa LaA • \: 6 1 CySp Cytisus x spachianus Broom L 1 15 gal. 4' O.C. YH cA �� eNu + EuJa Euonymus japonicus 'Microphyllus' Evergreen Euonymus L 14 15 gal. 3' O.C. LANDSCAPE DESIGN 8 yM HyMa Hydrangea macrophylla Bigleaf Hydrangea M 1 15 gal. 4' O.C. 3357 SAINT MIcxAEL CT _ _ _ _ PALO ALTO,CA 943o6 + %— — — 1 LaAn Lavandula angustifolia English Lavander L 26 15 gal. 2' O.C. TEL: (415) 694-o800 \ I I yM LeCo Leucospermum cordifolium Nodding Pincushion L 1 15 gal. 4' O.C. + %I I \ I Rolc PrCa Prunus caroliniana QK3 'H X 15-30':W)) Carolina Laurel Cherry (evergreen, privacy screening) M 12 15 gal. 5' O.C. II I ■ I I I I PrLa Prunus laurocerasus English Laurel M 9 15 gal. 5' O.C. + Rolc Rosa app. 'Iceberg' White Iceberg Rose M 3 15 gal. 3' O.C. 6 6 RoOf Rosmarinus officinalis 'Upright' Upright Rosemary L 3 15 gal. 4' O.C. FiPu , ese TeFr Teucrium fruticans 'Azureum' Azureum Bush Germander L 2 15 gal. 4' O.C. I i I I 3 LEEHEEEEE4I BeTh j P — i J L PERENNIAL and GROUNDCOVER 9— — o I 'o PrLa AcMo Acanthus mollis Bear's Breech M 2 15 gal. 3' O.C. O I I o_ — I — AeCa Aeonium canariense 'Mint Saucer' Mint Saucer Aeonium L 5 5 gal. 2' O.C. w I ■ W g; ' o AgAt Agave attenuata Fox Tail Agave L 5 15 gal. 5' O.C. L J — Carex pansa California Meadow Sedge L 228 SF Seeds LICENSE STAMPS AND SIGNATURE z —1 z ADJACENT J tUt = DeEI Delphinium elatum Candle larkspur M 7 5 gal. 2' O.C. BUILDING F —1 N40 CAp 7 L J DiPu Digitalis purpurea 'Candy Mountain' Foxglove M 6 5 gal. 2' O.C. o�P �VqN F�i,4, EuJa _ JI EcAg Echeveria agavoides 'Romeo' Romeo Wax Agave L 6 5 gal. 2' O.C. 4QQ � J EuMy Euphorbia myrsinites Euphorbia L 4 15 gal. 4' O.C. v �' Signature HeSe Helictotrichon sempervirens Blue Oat Grass M 18 5 gal. 2' O.C. 4 a CDC• Renewal Date PeAI Pennisetum alopecuroides 'Hameln' Dwarf Fountain Grass M 5 5 gal. 3' O.C. Date ■ PhTe Phormium Tenax 'Pink Stripe' Pink Stripe New Zealand Flax L 1 15 gal. 5' O.C. �TF OF CA1-�Fo DyMa Dymondia margaretae Silver Carpet L 8 5 gal. As Shown -717 TuVi Tulbaghia violacea Society Garlic M 4 5 gal. 2' O.C. ISSUED 3 90% Tall Fescue & 10% Kentucky Bluegrass Blend Sod Lawn M 357 SF o0F No. Description Date ■ 1 PLANNING PERMIT REVIEW 3/13/2021 CySp VINE 8 ri EELeSe FiPu Ficus pumila Creeping Fig M 6 5 gal. 4' O.C. 2 I I TeFr 24OITALIAN� * WUCOLS water usage level: H-Hi h, M-Moderate, L-Low and VL-Very Low / \ . g g ry CY�RE� 4 DD MULTI TRUN TuVi O O D D D D p D D D p D p D p D D p D D p D D D EXISTING ; FIG TREE pDDpDppDDD pDpDDpDDpDpDDpDDpDppD 5 PLANTING DDDDDDDp DDDDDDpDDpDDDDDDDpDDDDD eC \ D D p D p D p D DDp DDDDD DDDDD D D / / \ DD DDDDDDD DDD DDD DDD DDDDDD DATE.TO REMAXN DDD D DD D D DD D o D D 1 MARCH 15'2021 / O O D DDp DDp DD pDp DDp DDpDD DDp O ODDDDD Dp■ ■ DpDpDDpDDpDDDDpDDp D D DDp DDp DDDpDDp� LeCo D D DD DD D DD DD DD DD D D D DDDD D LE. ■ O D p D p p D p D p p D p D p D p D p D D p D p D D I DDDDDD DDDDDDDD DDDDD DD DD DDD DDD DD DDD DDD DD DD 1 D D p D D p D p D D p D D p D p D D p D D p D p D D p D D p D D D p D D p D D D 24" ITALIAN O O DDDD DDD DDDD DDD DDDD D DDDD pDD pDD D pD D pDD p D D p D D p D D p D D D p D PrOk LANDSCAPE DESIGN NOTES YH Dp DDp DDD DpD Dp DDD DpD Dp DD DDp DDp DDp DDp DpD ■ CYPRESS/ pDDDDDDDpDDpDDpDDpDDpDD DDpDppDp DpDp Dp■ JOB: k � 7 EuJa --- -- -- -- -- �•■ •• •• ■■ ■■ -- - -- --- 1. FIELD LOCATE ALL PLANT MATERIALS PRIOR TO INSTALLATION. N67045100"W 57.00' 12 SIDEWALK SHEET TITLE: LaAn 2. FINISH PLANTING AREA GRADES ADJACENT TO PAVING SHALL BE 3" BELOW FINISH PAVING GRADES. 3. AT LEAST 4 CU. YDS. OF COMPOST, SIX (6) INCHES DEEP, SHALL BE APPLIED PER 1,000 SQ. FT OF LANDSCAPE AREA. LANDSCAPE PLAN 4. PLACE A 3-INCH LAYER OF MULCH AS SPECIFIED ON ALL PLANTED AREAS EXCEPT NOTED AREAS ON THE PLAN. & PHILLANE 5. QUANTITIES SHOWN ON PLAN AND PLANT SCHEDULE ARE FOR CONTRACTOR'S CONVENIENCE, CONTRACTOR TO PLANT SCHEDULE CONFIRM ALL PLANT QUANTITIES. 6. THE PROPOSED PLANTS FOR SCREENING MEET OR EXCEED HEIGHT, SPREAD CRITERIA AND GROWTH RATE OF CITY N SUGGESTED PLANT MATERIALS AND THEY ARE SUITABLE FOR PLANTING ON THIS SHEET NO. PROPERTY. 7. 1 HAVE COMPLIED WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE AND HAVE APPLIED 0 2' 4' 8' 16' THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. LEME1 C mtnunity Development Department Planning Division - Cupertino 'CUPERTIN4 APPROVED Case # R-2 Applicat InNumbei(s) Approval Body: Direct / Staff Approva I Date 04/2C 21 Signature Lauren Ni ovich NEW Ca Manager I / WATER EFFICIENT LANDSCAPE WORKSHEET RESIDENCE Reference Eva potrranspiration (ETo): 45.3 POWER POLE HYDROZONE # / PLANT FACTOR* IRRIGATION IRRIGATION ETAF HYDROZONE ETAF X HA ESTIMATED ONE A0 °45'0 7.00'■ ■■ ■■ ■■ _ PLANT WATER USE (PF) METHOD EFFICIENCY (PF/IE) AREA (HA) TOTAL 19433 PHIL LANE _ (IE) (SQ FT) WATER USE CUPERTINO, CA (ETWU) APN: 375-05-035 17 0 0 HYDROZONE 5: REGULAR LANDSCAPE AREAS HYDROZONE 6: # AREA COVERED BY ---- ----- 1 / LOW WATER USE 0.2 SPRINKLER 0.75 0.27 228 61.56 1,729 AREA COVERED BY +_ , STATION 5 STATION 6 , + 298 SF 2 / MEDIUM WATER USE 0.4 BUBBLER 0.81 0.49 148 72.52 2,037 357 SF T STA 6 , -- - - - + -+ ` rt- t + 0 3 / LOW WATER USE 0.3 DRIP 0.81 0.37 418 154.66 4 344 YH ' + + o -17 4 / MEDIUM WATER USE 0.4 DRIP 0.81 0.49 678 332.22 9,331 LANDSCAPE DESIGN STA 4 HYDROZONE 4: , +� 3357 SAINT MICHAEL CT , 1 _ _ _ _ _ _ _ _ -_ :+ • +F AREA COVERED BY 5 / MEDIUM WATER USE 0.5 BUBBLER 0.81 0.62 298 184.76 5,189 PALO ALTO,CA943o6 - - - - - - - '+ µ +i +1 ! STATION 4 TEL:(415) 694-o800 ,+ ,+ 678 SF 6 / MEDIUM WATER USE 0.6 SPRINKLER 0.75 0.8 357 285.60 8,021 + t I Totals 2,127 (A) 1,091.32(B) i i ' SPECIAL LANDSCAPE AREAS + � - +� f } 7 / HIGH WATER USE 1 38 38 1,067 HYD OZONE 7: +1 -- AREA COVERED BY Totals 38 (C) 38 (D) STATION 7 i i I ■ 38 SF + ETWU Total 31,718 ;+ -i L XXNfolHYDROZONE 3: MAXIMUM APPLIED WATER ALLOWANCE (MAWA) 33,924 o +1 I :o AREA COVERED BY :+ I ' STATION 3 * USE WUCOLS TO DETERMINE PF, SEE SHEET L-2 FOR PLANT WATER USAGE LEVEL -w 418 SF +' I ,+ ■ w o :+ L Jz LICENSE STAMPS AND SIGNATURE + -1 ETAF CALCULA ADJACENT 1+ ;F BUILDING F- ' + , REGULAR LANDSCAPE AREAS �PNDSCgpF L -1NUAiNGq I • TOTAL ETAF X AREA (HA) (B) TOTAL AREA (HA) (A) �, � IRRIGATION CONTROLLER: Signature MOUNT ON WALL OR PEDESTAL AT AVERAGE ETAF B /A 0.51 `Renewal Date THIS LOCATION AS DIRECTED BY ( ) OWNER. CONNECT TO 120 VOLT a ' q /�/� • ,.F �T Date A.C. ELECTRICAL SERVICE ; OF CA%-�F� INSTALLED AT THIS LOCATION UNDER ELECTRICAL CONTRACT. �} I • ALL LANDSCAPE AREAS IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF ; TOTAL ETAF X AREA (HA) (B + p) ISSUED ELECTRICAL SERVICE PRIOR TO TOTAL AREA (HA) (A + C) No. Description Date CONSTRUCTION. , � � I SITEWIDE ETAF (B + D) / (A + C) 0.52 < 0.55 � II •24 I NI TOTAL LANDSCAPED AREA (LA) = 2,165 SQ. SF. CY HYDROZONE 2: I ❑- J ` D ;p p AREA COVERED BY SPECIAL LANDSCAPE AREA (SLA) = 38 SQ. SF. MUR UN o DDDp Dp 0 - - - - 0 pD p DD p pD DDpD pD STATION \ ■ FIG T qE + - + DDDp DDD DDDD DAD D� Dpp D�DDDDDDpDDDD C■ • I ♦ pDD pDD Dpp DDDDD pD pDDpDDpDD pDD / DDDDDDDDD DDDDDDrjDDDD D DDDDDDD 148 SF - - o + �t +, DDDDDDDDDD DDDD DDD DDDDD DATE: FEBRUARY 16 MAXIMUM APPLIED WATER ALLOWANCE (MAWA) 2021 D DDDDDp DD DDDD DD DDDD D D D i D DppD ppD pp Dpp DDp D pD RD D: HYDROZONE 1: = ETo X 0.62 x (ETAF x LA + (1 - ETAF) x SLA) n�\��7 • O pDDDDp pDD pDDp DD pD DpDD pDDp p Dp AREA COVERED BY DRAWN: DDDD pD pD DD p� D pD 4� oD = 45.3 x 0.62 x (0.55 x 2,165 + 0.45 x 38) YH 2 ITALIAN O DDDD dDDD DDDDDDpD DD DD---D666DD���D�DD6'DD�DD 6pDD STATION 1 DD D D D D D D D D D D D JOB: �� • CYPRES / p p ■ 228 SF = 33,924 GALLONS/YR N87045'00"W 57.00' SIDEWALK ESTIMATED TOTAL WATER USE (ETWU) SHEET TITLE: = ETo x 0.62 x ETAF x HA IRRIGATION PLAN = 45.3 x 0.62 x 1 ,129.32 & PHIL LANE = 31 ,718 GALLONS/YR WATER BUDGET CALCULATION T ETWU < MAWA , SO PROJECT MEETS IRRIGATION DESIGN NOTES SHEET NO. WATER EFFICIENT REQUIREMENTS THE IRRIGATION DESIGN IS IN COMPLIANCE WITH THE CRITERIA OF THE WATER EFFICIENCY 0 2' 4' 8' 16' LANDSCAPE ORDINANCE. IR- 1 Co triunity Development Department 7 Planning Division - Cupertino CUPERTIN4 APPROVED Case # R-2 Applicat n Number(s) Approval Body: Direct staff IRRIGATION PLAN NOTES IRRIGATION LEGEND Approval Date 04/2 1 Signature Lauren Nirlovich NEW Ca Manage' 1. THE INTENT OF THIS IRRIGATION PLAN IS TO PROVIDE THE MINIMUM AMOUNT OF WATER REQUIRED TO SUSTAIN 9. PROVIDE EACH CONTROLLER WITH ITS OWN GROUND ROD. SEPARATE THE GROUND RODS BY A MINIMUM OF RESIDENCE GOOD PLANT HEALTH. EIGHT FEET. THE GROUND ROD SHALL BE AN EIGHT FOOT LONG BY 5/8" DIAMETER U.L. APPROVED COPPER OPERATING CLAD ROD. INSTALL NO MORE THAN 6" OF THE GROUND ROD ABOVE FINISH GRADE. CONNECT #6 GAUGE WIRE NOZZLE OPERATING RADIUS 2. THESE IRRIGATION DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. ALL WITH A U.L. APPROVED GROUND ROD CLAMP TO ROD AND BACK TO GROUND SCREW AT BASE OF CONTROLLER SYMBOL MANUFACTURER MODEL NO. DESCRIPTION GPM PSI (FEET) PIPING, VALVES, AND OTHER IRRIGATION COMPONENTS MAY BE SHOWN WITHIN PAVED AREAS FOR GRAPHIC WITH APPROPRIATE CONNECTOR. MAKE THIS WIRE AS SHORT AS POSSIBLE, AVOIDING KINKS OR BENDING. CLARITY ONLY AND ARE TO BE INSTALLED WITHIN PLANTING AREAS. DUE TO THE SCALE OF THE DRAWINGS, IT ® V V RAIN BIRD 1806-SAM-PRS-15 6" POP-UP SPRAY SPRINKLER 3.7,1.9,1 30 12-15 IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, CONDUIT, AND OTHER ITEMS WHICH MAY BE 10. PROVIDE EACH IRRIGATION CONTROLLER WITH ITS OWN IDEPENDENT LOW VOLTAGE COMMON GROUND WIRE. F,H,Q 19433 PHIL LANE REQUIRED. INVESTIGATE THE STRUCTURAL AND FINISHED CONDITION AFFECTING THE CONTRACT WORK ® \V b 1806-SAM-PRS-12 6" POP-UP SPRAY SPRINKLER 2.6,1.3,0.7 30 10-12 CUPERTINO, CA INCLUDING OBSTRUCTIONS, GRADE DIFFERENCES OR AREA DIMENSIONAL DIFFERENCES. IN THE EVENT OF 11. INSTALL NEW BATTERIES IN THE IRRIGAITON CONTROLLER(S) TO RETAIN PROGRAM IN MEMORY DURING APN: 375-05-035 TEMPORARY POWER FAILURES. ISE QUANTITY, TYPE AND SIZE REQUIRED AS PER CONTROLLER FIELD DISCREPANCY WITH CONTRACT DOCUMENTS, PLAN THE INSTALLATION WORK ACCORDINGLY BY F,H,Q NOTIFICATION AND APPROVAL OF OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE AND ACCORDING MANUFACTURER'S INSTRUCTIONS. ® V ♦ 1806-SAM-PRS-10 6" POP-UP SPRAY SPRINKLER 1.6,0.8,0.4 30 8-10 TO THE CONTRACT SPECIFICATIONS. NOTIFY AND COORDINATE IRRIGATION CONTRACT WORK WITH F,H,Q APPLICABLE CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE, CONDUIT OR SLEEVES THROUGH 12. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES IN THE IRRIGATION LAYOUT DUE OR UNDER WALLS, ROADWAYS, PAVING AND STRUCTURES BEFORE CONSTRUCTION. IN THE EVENT THESE TO OBSTRUCTIONS NOT SHOWN ON THE IRRIGATION DRAWINGS SUCH AS LIGHTS, UTILITY BOXES, ELECTRICAL V 1806-SAM-PRS-8 H,Q 6" POP-UP SPRAY SPRINKLER 0.5,0.25 30 6-8 NOTIFICATIONS ARE NOT PERFORMED, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR REQUIRED ENCLOSURES, ETC REVISIONS. 13. NOTIFY LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED BACKFLOW PREVENTION DEVICE. 1806-SAM-PRS-5 H,Q 6" POP-UP SPRAY SPRINKLER 0.2,0.1 30 4-5 YH 3. FOR COMPLETE PERFORMANCE AND TECHNICAL SPECIFICATIONS, IRRIGATION CONTRACTOR TO VISIT LANDSCAPE DESIGN SPECIFIED LANDSCAPE PRODUCTS CATALOG, VISIT THE PRODUCTS WEBSITE OR CONTACT THE 14. PIPE THREAD SEALANT COMPOUND SHALL BE RECTOR SEAL #5. RWS B-1402 TREE BUBBLER - 2 PER TREE REPRESENTATIVES OF THE IRRIGATION PRODUCTS\ MANUFACTURERS. 3357 SAINT MICHAEL CT PALO ALTO, CA 943o6 4. IRRIGATION PIPE AND WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN 15. NSTALL GREEN PLASTIC VALVE BOXES WITH BOLT DOWN, NON HINGED COVER MARKED "IRRIGATION". BOX PER REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS TEL: (4�5) 694-o800 SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE BODY SHALL HAVE KNOCK OUTS. ACCEPTABLE VALVE BOX MANUFACTURER'S INCLUDE NDS, CARSON OR MANUFACTURER'S AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITHIN SLEEVE. PROVIDE VERTICAL SWEEP FOR ALL APPROVED EQUAL. RECOMMENDATION REMOTE CONTROL VALVE WITH PRESSURE REGULATOR AND ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FILTER FOR DRIP LATERALS FROM HARDSCAPE SURFACE. 16. INSTALL A GATE VALVE TO ISOLATE EACH REMOTE CONTROL VALVE OR GROUP OF RCV'S LOCATED TOGETHER. GATE VALVE SIZE SHALL BE SAME AS THE LARGEST REMOTE CONTROL VALVE IN MANIFOLD. 5. IT IS THE RESPONSIBILITY OF THE MAINTENANCE CONTRACTOR AND/OR OWNER TO PROGRAM THE IRRIGATION T FLUSH VALVE CONTROLLER(S) TO PROVIDE THE MINIMUM AMOUNT OF WATER NEEDED TO SUSTAIN GOOD PLANT HEALTH. 17. IRRIGATION CONTROL WIRES: SOLID COPPER WITH U.L. APPROVAL FOR DIRECT BURIAL IN GROUND. CONTROL THIS INCLUDES MAKING ADJUSTMENTS TO THE PROGRAM FOR SEASONAL WEATHER CHANGES, PLANT WIRE SERVICING REMOTE CONTROL VALVES: SIZE #14-1 WIRE WITH A UNIQUE COLOR INSULATING JACKET FOR AIR RELIEF VALVE ASSEMBLY MATERIAL, WATER REQUIREMENTS, MOUNDS, SLOPES, SUN, SHADE AND WIND EXPOSURE. EACH CONTROLLER. COMMON GROUND WIRE: SIZE #12-1 WIRE WITH A WHITE I INSULATING JACKET AND A STRIPE OF COLOR WHICH MATCH'S THE CONTROL WIRE COLOR CHOICE FOR SPECIFIC CONTROLLER. SPARE TEES & ELBOWS FOR ASSEMBLING PIPES 6. INSTALL REMOTE CONTROL VALVE BOXES 12" FROM WALK, CURB, HEADER BOARD, BUILDING, OR LANDSCAPE WIRE: #14-1 WIRE WITH BLACK INSULATION JACKET. SPLICES SHALL BE MADE WITH 3M-DBY SEAL PACKS OR TIE-DOWN STAKES FEATURE. AT MULTIPLE VALVE BOX GROUPS, INSTALL EACH BOX 12" FROM THE WALK, CURB, HEADER BOARD, APPROVED EQUAL. BUILDING, OR LANDSCAPE FEATURE AND INSTALL EACH BOX 12" APART. PVC RISER PIPE FOR BRINGING UNDERGROUND PIPE TO THE 18. INSTALL TWO SPARE CONTROL WIRES OF A DIFFERENT COLOR ALONG THE ENTIRE MAIN LINE. LOOP 36" EXCESS SURFACE AND RAISED PLANTERS 7. INSTALL A GATE VALVE TO ISOLATE EACH REMOTE CONTROL VALVE OR GROUP OF RCV'S LOCATED TOGETHER. WIRE INTO EACH SINGLE VALVE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES. GATE VALVE SIZE SHALL BE SAME AS THE LARGEST REMOTE CONTROL VALVE IN MANIFOLD. QUICK COUPLER LICENSE STAMPS AND SIGNATURE 19. SPLICING OF LOW VOLTAGE WIRES IS PERMITTED IN VALVE BOXES ONLY. LEAVE A 36" LONG, 1" DIAMETER COIL 8. IT IS THE RESPONSIBILTY OF A LICENSED ELECTRICAL CONTRACTOR TO PROVIDE 120 VOLT A.C. (2.5 AMP OF EXCESS WIRE AT EACH SPLICE AND A 36" LONG EXPANSION LOOP EVERY 100 FEET ALONG WIRE RUN. TAPE WIRES TOGETHER EVERY TEN FEET. DO NOT TAPE WIRES TOGETHER WHERE CONTAINED WITHIN SLEEVING OR B WILKINS 975XLSEU-1" REDUCED PRESSURE BACKFLOW ASSEMBLY NpSCgp DEMAND PER CONTROLLER) ELECTRICAL SERVICE TO THE CONTROLLER LOCATION(S). IT IS THE RESPOSIBILITY CONDUIT. OAP H�ANG '4' OF THE IRRIGATION CONTRACTOR TO COORDINATE THE ELECTRICAL SERVICE STUB-OUT TO THE C, REFER TO CONTROLLER(S). PROVIDE PROPER GROUNDING PER CONTROLLER MANUFACTURER'S INSTRUCTIONS AND DATA INDUSTRIAL FLOW WENSOR/MASTER VALVE, NORMALLY OPEN. �`� INACCORDANCE WITH LOCAL CODES. 20. SCHEDULE A MEETING WHICH INCLUDES REPRESENTATIVES OF THE IRRIGATION CONTROLLER SATELLITE MODEL U sJ N MANUFACTURER, THE OWNER AND THE IRRIGATION CONTRACTOR AT THE SITE FOR INSTRUCTION ON THE NUMBER © Signature PROPER PROGRAMMING AND OPERATION OF THE IRRIGATION CONTROLLER. HUNTER PRO-C IRRIGATION CONTROLLER WITH SOLAR SYNC ET SENSOR 1�z) x�1 Renewal Date Date �� �rF OF INSET A O1 PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ■I■�■I■�■I■�■I■�■I■�■I■�■I■�■I■� MAIN LINE: 1 SIZE: - --L_---------- 2-3. ZONE KIT (SIZED TO MEET LATERAL FLOW CLASS 315 PVC PLASTIC PIPE WITH SCHEDULE MULCH DEMAND) J O PERIMETER OF AREA 40 PVC SOLVENT WELD FITTINGS. 18" COVER. -I I 6 ISSUED 1 4 5 1 DRIP MANIFOLD14345 O PERIMETER DRIPLINE PIPE TO BE INSTALLED \ 7 BURIAL DEPTH 2"-4" FROM PERIMETER OF AREA LATERAL LINE TO 3/4" OR SMALLER: No. Description Date 11 0 QF-SUPPLY HEADER SPRINKLERS: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH 12 0 PRE-INSTALLED BARB FITTING SCHEDULE 40 PVC SOLVENT WELD FITTINGS. \ 2 OO ti\ �� \ INSETB © RAIN BIRD XFD SERIES DRIPLINE (TYPICAL) 12 COVER. 3 \ BARB X BARB INSERT TEE: O RAIN BIRD XFF-TEE (TYPICAL) SUPPLY AND 1" AND SMALLER: 2"-4" �\ ® TOTAL LENGTH OF SELECTED DRIPLINE SHOULD HEADER LINES: CLASS 315 PVC PLASTIC PIPE WITH SCHEDULE \ 8 NOT EXCEED LENGTH SHOWN IN TABLE 40 PVC SOLVENT WELD FITTINGS. 12" COVER. 1 \ 0 QF-FLUSH HEADER 12" 18 l 6 10 FLUSH POINT WITH PVC CAP OR OPTIONAL RAIN BIRD 9 PVC BALL VALVE REFER TO 3 I I 13 11 PVC RISER PIPE XFD- 06 - 24 - 500 INLINE EMITTER: RAIN BIRD XFD DRIPLINE FOR ON-SURFACE APPLICATION. WATER DELIVERY RATE OF 0.4 IRRIGATION 12 PVC SCH 40 ELL (TYPICAL) GALLON PER HOUR, WITH EMITTER SPACING 24" DATE: FEBRUARY 16,2021 LEGEND / / 13 MALE ADAPTER INSERT APART. DRIPLINE LATERAL SPACING 24 APART. SCALE: INSTALL PER MANUFACTURER'S 14 STAINLESS STEEL, OETIKER OR MURRAY CLAMP RECOMMENDATION 16 14 �� DRAWN: OPERATION INDICATOR YH 4" JOB: RAIN BIRD MODEL: OPERIND \ 5 16 PVC SCH 40 CAP = = SLEEVING: 1120-CL. 200 PVC PLASTIC PIPE. COVER TO BE PVC SCH 40 BALL VALVE AS INDICATED ABOVE FOR PIPE DEPTH OF \ l O 15 / _" 9 14 18 XF SERIES TIE-DOWN STAKES (TDS-050) COVER. SHEET TITLE: Rp INSET BI 9 I 10 INSET C O REFER TO RAIN BIRD DRIPLINE DESIGN GUIDE 10 F I 7 FOR PROPER SPACING I I * WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR L_ - ------------ - - J 13 17 SHALL EQUIP HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON PCS IRRIGATION NOTES NOZZLE SCREEN SELECTION CHART FOR APPROPRIATE RADIUS. CLEAN BACKFILL MATERIAL NOTES: INSET C & SCHEDULE 2O FINISH GRADE 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION 3O LATERAL LINE SPECIFICATIONS ON RAIN BIRD WEB SITE (WWW.RAINBIRD.COM) FOR SUGGESTED XFD Dri line Maximum Lateral Lengths Feet SPACING. P 9 ® MAINLINE 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM 12"Spacing 18"Spacing 24"Spacing SPACING SHOWN IN THE ACCOMPANYING TABLE. SHEET NO. 3. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, Inlet Pressure psi Nominal Flow(gph) Nominal Flow(gph) Nominal Flow(gph) 5O LOW VOLTAGE CONTROL WIRE AND FIVE FEET IN CLAY. 0.6 0.9 0.6 0.9 0.6 0.9 4. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 15 273 155 314 250 424 322 5. SEE MANUFACTURER'S DETAILS FOR CENTER FEED LAYOUT QF HEADER. 20 318 169 353 294 508 368 30 360 230 413 350 586 414 IR-2 03-31-2015 40 395 255 465 402 652 474 2 TRENC H UNDER HARDSCAPE XFD ON-SURFACE DRIPLINE 50 417 285 528 420 720 488 END FEED LAYOUT QF HEADER N.T.S. 60 460 290 596 455 780 514 J LL- CL z 0 0 a Ew- o E W J J 06 CS bo cn Z cn -'�vJ I..I..I rn� �, c 0' 7 W � ��� a O ¢ c 5 � POWER G' WOOD 5.0' '� � u��U POLE FENCE 3 99.32 N87°45'00"W P.U.E. 57.00' _ W Q 0 3 WF 0. 13' E'LY OF P/L 98.73 x 98.60 x98.77 98.61 WF 0.3 I' W'LY OF P/L 3 14" TREE !�9.43 LEGEND: � PUFF 0 98.92 o PROPERTY LINE \ 90.3 I x 99.7 x 99.18 x 98.97 x 98.9 - _ WOOD FENCE �� _ ��', 99.47 y -7- o 0 o CHAINLINK FENCE PLANTER SWING IV tS��H 0 -x x x METAU WIRE FENCE m x99 18 x m -On OH OVERHEAD WIRES x 98.915 98.97 99.7 1 99.39 5.0 99.39 99.44 99.10 P.U.E. y BUILDING o1 WALL 04 G' WOOD 100.00 99.4,7x 99.67 x 99.52 x 99.49 e. 99�44 x 99 24J x 99.45 W 99 26 w FENCE 99A � CONCRETE ADJ BLDG 9.22' W'LY OF P/L �� W w IV 99.69 AWN ING 4X4 POST PAVEMENT w 99.7999.4� 99.59 i----- BRICK a y x 99.66x 99.75 99.6 I IGV K 99.E I x 99.20 99.45 y. 99 x 99.69 STEP ��� r10SE A/C 99.54 SLATE / STONE o o c 63 STEPIoo.23 PLANTER IR BIB x99.29 UNIT 99.3x1 L-------1 0o a a 100.03 �.82' 9.68 99.24 GRASS x I 0Q10 T.E. = 5.05' +'�� SPOT ELEVATION o z GATE N A A IIV 13 GATE 100.83 CROSSES `�' `�' a x 99.46 W'LY P/L* 99.94 99.68 y z 0.02' W'LY y _TREE TRUNK, APPROXIMATE w a x z OF P/L y �� N T.E. = 13433 Ph I L LANE �;_ -- DIAMETER IN INCHES A ACL4w 0 100.79' SINGLE FAMILY RESIDENCE 92.57x, 99.:7x STEP A.P.N: 375-05-035 x9971 ~TREE DRIPLINE y PARCEL AREA: G270 SF 99.53 o1.6x ROOF PEAK EL. = 1 10.90 ADJACENT 99.79 T. E. THRESHOLD ELEVATION 6' WOOD BUILDING x 99•6 FENCE GA5 9�.62x METER y 995 99.41 x3 / 5.09' y ABBREVIATIONS 99.60 99.61 x ADJ ADJACENT 70 BLDG BUILDING Z 10 xl..ss x 99. x 99 6s �' C/L CENTERLINE P4 � 99.48 SLAB EL = 99.7.75 E'LY EASTERLY 99.74' 6" TREE EL. ELEVATION 4 ° 99.71 x 99.88 ® FOW FACE OF WALL 1 y N'LY NORTHERLY Z ° 99.68 x P/L PROPERTY LINE 00.03 99.44 ° 1rt99.6� PLANTER l P.U.E. PUBLIC UTILITY EASEMENT �`d LO ° 99.7�3 99.62 S'LY SOUTHERLY I w 99.63 x I O 1.49 z x TYP TYPICAL 99.81 p4 x 99.95 V y99.43 O x 99.79 Y F S 99.67 )99.67 C x 99.72 W SIlED �1 z - SLAB EL = �^� L b ADJ BLDG 8.74' W'LY OF P/L 8.75' x 28. 10' 99. Wf 0.4G' W'LY OF P/L 99 6767 �A 99.79 x �9'54 99.70 WALL 0.59' W'LY OF P/L �1 99 68 GATE 99.64 99.7 G" THE \ 99.68 HOSE JJ I 99.61 BIB 1811 8" TREE 24" ITALIAN Icv 99 4846 CYPRESS I � O;^ I� x 99.62 I G" TREE O x 99.53 J ' A.57 x1F x 99.45 x 99.56 MULTI TRUNK o CONCRETE x99.53 I ' ROCK FIG TREE i N DRIVEWAY N WALL 2" TREE WF 0.09' E'LY OF P/L x 99.44 99.46 x 99.35 x 99.25 W x 99.38 x 99.35 x:;P.23 00 24" ITALIAN I I `n CYPRESS WATER WATER N WF 1 .22' W'LY OF P/L i - METER 1I v x 99.33 x 99.30 99.19 98.84x WF 0.2 1' W'LY OF P/L IF gg. 5 9 9 43 99.40 99.29 99.18 5 7,00' 99.09 9.03 GRAPHIC SCALE N87045'00"W a � 8 0 4 8 16 32 x 99.05 x P8.99 x 98.89 ° x 98.81 x 98.73 x 98.65 x 98.6 I I ( IN FEET ) I 1 inch = 8 ft. +r J � I 0 'J J J O I cn no W � of - � `� ° � SURVEYOR'S CERTIFICATE olo o uo LEGAL DESCRIPTION o J Q I, KACIE A. PLOUFF, CERTIFYTHAT I AM LICENSED AS A c0 z PROFESSIONAL LAND SURVEYOR IN THE STATE OF CALIFORNIA LOT 33 TRACT #1 343 CASA DEL SOL NO. 2 RECORDED IN BOOK 01 (REF. NO. 9013) 54 PAGES 42 43 OF SANTA CLARA COUNTY RECORDS I I FURTHER CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF A TOPOGRAPHIC SURVEY CONDUCTED UNDER MY SUPERVISION z x 100.09 x 100.05 x 100.00 x 99.87 x 99.76 AT THE REQUEST OF THE CLIENT. x 100.21 o---� t SURVEYOR'S NOTES v N87°45'00"W I®� - PHIL LANE �COL �vONpLLANDsG O 1 . P OJ T BENCHMARK: ELEVATIONS ARE ON ASSUMED DATUM. ��, �G 1 c O C 2. O JLY BEES G" AND ABOVE WERE LOCATED ON THIS SURVEY, E j O a %MA_LE tREES AND SHRUBS ARE NOT SHOWN. K IE A. +� a OU jF PROJECT N0. 0 ° Z `^ N N CA-20-111 a N `o '3.MI 1�ES SHOWN HEREON AREA EXPRESSED IN FEET AND v Q C) 1 A z SuTHEREOF. �0 CAL�F� SHEL/ NO. Q N a N � CL a L o C co KACIE A. PLOUFF, PI-5 9013 1 OF 1 J Om n U (>3 (0 a > > EEit O O 4 " m V) 0- Q C (13 Q Q � U Q Q V