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R-2021-053, RM-2021-038 Approved Plans tFEom�nu�it -Dedelo- me-nt De-a-r-tme-nt Planning Division — Cupertino rIERT 0 APPROVEDPROJECT DATA CONSULTANT LIST PROPOSED se# PROJECT LCRA2NI-053, 10395 JUDY AVE. CUPERTINO 95014 JURISDICTI OUNTY OF SANTA-CLARA 2019 CALIF. BUILDING CODE DESIGNER: STRUCTURAL ENGINEER: SOIL ENGINEER RESIDENTIAL NEW CONSTRUCTION proV I"��Uy UbPRMYP�taff NEW CONSTRUCTION 2019 CALIF. RESIDENTIAL CODE JACKSON & PARTNERS WESLEY LIU ENGINEERING GARY HSU 375-08-053 2019 CALIF. PLUMBING CODE 3561 HOMESTEAD ROAD #1100 7246 SHARON DRIVE # O CAPEX ENGINEERING pprov VM to 02/10/22 FOR MRS . HUANG AND MR . LIU FIRE SPRINKLER SYSTEM: FULLY SPRINKLER 2019 CALIF. MECHANICAL CODE SANTA CLARA, CA 95051-5161 SAN JOSE,CA 95129 650.701-6681 5 nature Brianne Harkousha 650.861.2039 408.973.1839 c.H ol LO 2019 CALIF. ELECTRICAL CODE a Case Manager JACKSONSPARTNER@GMAIL.COM WESLEYLIU@YAHOO.COM 0.5 ZONING: R1-10 2019 CALIF ENERGY CODE 10395 JUDY AVE . CUPERTINO 95014 cc OCCUPANCY R3-U 2019 CALIF. GREEN BUILDING LANDSCAPE ARCHITECT: PROPERTY OWNER TYPE OF CONSTRUCTION: V-B-FULLY SPRINKLER STANDARD CODE Greg Lewis LANDSCAPE ARCHITECT DONG & HUANG RESIDENCE LAND USE LOW DENSITY(1-6 DU/AC) CUPERTINO MUNICIPAL CODE Greg Lewis 13428 CHRISTIE DR SARATOGA CA 95070 (831) 359-0960 408-891-8059 FLOOR AREA RATIO CALCULATION: BUILDING COVERAGE CALCULATION: MAX F.A.R: 45%(9,375)=4218.75 SQ.FT MAX COVERAGE:45%(9,375)=3698 SQ.FT+5% FIRST FLOOR LIVING: 2359SQ.FT OVERHANG GARAGE: 428SQ.FT FIRST FLOOR&GARAGE& PORCH:3217 SQ.FT MANUFACTURE CONTACT W • EAGLE ROOFING (800)-998-3245 EAGLEROOFING.COM TOTAL:2787 SQ.FT SECOND FLOOR BAY WINDOW :15 SQ.FT . GAF ROOFING (877)423-7663 GAF.COM SECOND FLOOR:1388 SQ.FT EAVES OVER HANGA66 SQ.FT • VELUX SKYLIGHT VELUXUSA.COM = PROPOSED F.A.R:4175 SQ.FT(44.5%) J FIRST/2ND FLOOR RATIO: 1388/(2787)=49.8% PROPOSED COVERAGE:3,698 SQ.FT(39.4%) 0 LLJ � 06 Q O� SETBACK REQUIREMENT: FIRE NOTES z >_ Q REQUIRED PROPOSED REQUIRED PROPOSED z SETBACKS 1ST FLOOR 1ST FLOOR 2ND FLOOR 2ND FLOOR AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT NEW BUILDINGS 0 = 0 I_ FRONT 20'-0" 25'-0" 25'-0" 37'-1Z' AND STRUCTURES WITH GROUP R FIRE AREA. PER REQUIREMENTS OF CFC 903.3.1.3 AUTOMATIC SPRINKLER LLI W SYSTEMS IN ONE-AND TWO-FAMILY DWELLINGS, AND TOWNHOUSES SHALL BE INSTALLED THROUGHT IN U) 0- REAR(WEST) 20'-0" 42'-02" 25'-0" 42'-02" O ACCORDANCE WITH NFPA 13D. O U RIGHT(NORTH) MIN 5'/10' 8'-23„ MIN 15' 15'-0" COMBINE 4 30' COMBINE GROUP U PRIVATE GARAGES AND CARPORTS ACCESSORY TO R-3 OCCUPANCIES- CARPORTS WITH � Q LEFT MIN 5'/10' 10'-0 2" MIN 15' 15'-2 2" HABITABLE SPACE ABOVE AND ATTACHED GARAGES,ACCESSORY TO GROUP R-3 OCCUPANCIES SHALL BE 0- LL COMBINE 30'COMBINE PROTECTED BE RESIDENTIAL FIRE SPRINKLERS IN ACCORDANCE W/THIS SECTION. RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE CONNECTED TO AN INSTALLED W/AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER = LOWER ELEV POINT AT BUILDING EDGE:100.57' SYSTEM THAT COMPLIES WITH NFPA 13D SPRINKLER SYSTEMS AS AMENDED BY THE CITY OF CUPERTINO. HIGHEST ELEV.POINTAT BUILDING EDGE: 101.25' FIRE SPRINKLER SHALL BE RESIDENTIAL SPRINKLERS OR QUICK RESPONSE SPRINKLERS, DESIGN TO PROVIDE AVERAGE FLOOR ELV.POINT:100.91' A MINIMUM DENSITY OF 0.05 GPM/SQFT(2.04mm/MIN) OVER THE AREA OF TE GARAGE AND OR CARPORT,BUT - NOT EXCEED TWO SPRINKLERS FOR HYDRAULIC CALCULATION PURPOSES. GARAGE DOORS SHALL NOT BE CONSIDERED OBSTRUCTION WITH RESPECT TO SPRINKLER PLACEMENT. cn BALCONIES AND DECKS-SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXTERIOR BALCONIES,DECKS AND GROUND FLOOR PATIOS OF BUILDING WHICH HAVE AB AUTOMATIC FIRE SPRINKLER SYSTEM. PROVIDED 4p THERE IS ROOF OR DECK ABOVE. SIDEWALL SPRINKLERS THAT ARE USED TO PROTECT SUCH AREAS SHALL BE PROJECT DESCRIPTION PERMITTED TO BE LOCATED SUCH THAT THEIR DEFLECTOR ARE WITHIN 1 INCH TO 6 INCHES BELOW THE ago-din Uj STRUCTURAL MEMBERS AND A MAX. DISTANCE OF 14 INCHES BELOW DECK OF THE EXTERIOR BALCONIES AND 1. DEMOLISH EXISTING 1289 SQ.FT OF ONE STORY HOUSE WITH A DETACHED DECKS THAT ARE CONSTRUCTED OF OPEN WOOD JOIST CONSTRUCTION. Z2i GARAGE OF 400SQ.FT SPRINKLER PERMIT(NEW) SUBMIT SHOP DRAWINGS AND PERMIT APPLICATION TO THE CUPERTINO FIRE .66� Fm 0 2. NEW TWO STORY SINGLE FAMILY HOUSE WITH A TOTAL LIVING SPACE OF DEPARTMENT FOR APPROVAL BEFORE CONSTRUCTION. A COPY OF THESE PLAN CHECK COMMENTS WILL BE �' 3747 SQ.FT WITH NEW 2 CAR GARAGE OF 428 SQ.FT TOTAL 4175 SQ.FT F.A.R. REQUIRED AT THE TIME OF PERMIT APPLICATION. _ J 3. SOLAR PANEL UNDER SEPERAT PERMIT AND APPLICATION T Q WATER SUPPLIES AND FIRE HYDRANTS. THE REQUIRED FIRE FLOW SHALL NOT BE LESS THAN 1500 GA PER MIN '• 4 CC AT 20PSI. THE FIRE FLOW SHALL BE AVAILABLE FROM 1 FIRE HYDRANT.THE MAX.DISTANCE FROM ANY POINT ON STREET OR ROAD FRONTAGE TO A HYDRANT IS 250FT. FIRE HYDRANT LOCATION:WHERE A PORTION OF (D PROJECT INDEX OF THE FACILITY OR BUILDING HEREAFTER CONSTRUCTED OR MOVED INTO OR WITHIN THE JURISDICTION IS MORE THAN 400 FT FROM A HYDRANT ON A FIRE APPARATUS ACCESS ROAD, AS MEASURE BY AN APROVED 06 v ROUTE AROUND THE EXTERIOR OF THE FACILITY OR BUILDING, ONSITE FIRE HYDRANT AND MAINS SHALL BE A-1 COVER PAGE PROVIDED WHERE REQUIRED BY THE FIRE CHEF, -� j _ w A-2 PROPOSED SITE PLAN - - N 1 NOTE AND LETTER FIRE ACCESS: THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY - - -_ __ Z WITH THE REQUIREMENTS OF THIS SECTION AND SHALL EXTEND TO _ F i _ O H-1 HORIZONTAL AND CONTROL PLAN BOUNDARY SURVEY WITHIN 150FT OF ALL PORTIONS OF THE FACILITY AND ALL PORTIONS _ 0� (3) A-3 FIRST FLOOR PLAN OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS - F _ Q co A-4 SECOND FLOOR PLAN MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE + ripD_ 0 BUILDING. z N T ' A-5 NORTH/SOUTH ELEVATION r I- O � A-6 WEST/EAST ELEVATION - V) GENERAL NOTE - y � ' co A-8 ROOF PLAN _� ' A-9 SECTION PLAN — Q E-1 FIRST FLOOR ELECTRICAL PLAN 1.APPROVAL OF THESE PLANS DEOS NTO RELEASE THE OWNER END/OR O E 2 SECOND FLOOR ELECTRICAL PLAN CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF — Q MISTAKES, ERRORS, OR OMISSIONS CONTAINED THERIN. IF DURING THE - A-10 ARCHITECTURAL DETAILS - - SU 1 COURSE OF CONSTRUCTION IMPROVEMETNS, PUBLIC INTERES REQUIRES TOPOGRAPHIC& BOUNDARY SURVEY A MODIFICATION OF/OR A DEPARTURE FROM THE CITY SPECIFICATION C-1 TOPOGRAPHIC& BOUNDARY SURVEY OR THERE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE - C-2 GRADING AND DRAINAGE PLAN AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO C-3 SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE — EROSION CONTROL PLAN SOLE EXPENSE OF THE OWNER. - - -_ BMP BEST MANAGEMENT PRACTICE PLAN 2.CONTACT PUBLIC WORKS, FOR INSPECTION OF GRADING , DRAINAGE - — ENA ENERGY COMPLIANCE 1 AND PUBLIC IMPROVEMENTS LREVISION DATE EN.2 3.ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR OCCUPANCY ENERGY COMPLIANCE 2 4.CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK OPLN 08/31/21 EN.3 ENERGY COMPLIANCE 3 IS LEFT IN A CLEAN CONDITION GBA GREEN BUILDING 1 5.CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTIO PRIOR TO ACCOMPLISHING ANY WORK 0 GB.2 GREEN BUILDING 2 OR REMOVING TREES. 6.UTILIZE BEST MANAGEMENT PRACTICE(BMP'S)AS REQUIRED BY STATE WATER RESOURCES CONTROL L-0 LANDSCAPE DOCUMENTATION BOAD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL 0 L-1 PLANTING PLAN 8.ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUD. L-2 IRRIGATION PLAN 9.PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE L-3 DETAILS RESPONSIBLE IN APPLYING FOR AN ENCROACHEMENT PERMIT FROM PUBLIC WORK DEPARTMENTS. L-4 LANDSCAPE SPECIFICATIONS L-5 HYDROZONE PLAN SO STRUCTURE NOTES PROJECT MAP S1 FOUNDATION PLAN 1� �'' S2 1 Hn" DRAWN BY:: L ED ASSO CIATE STRUCTURAL TAILS ALL EXTERIOR WALL LIGHTINGS SHALL COMPLY WITH CIVIC SECOND FLOORR FRAMING PLAN 4om^..-:MdNfI EH�'.¢-.•::rm!Pd Hortw6[eaO AV S4 UPPER CEILING FRAMING PLANa ' CHAPTER 19. 102 FOR GLASS AND LIGHTING STANDARDS. JOB: 211 020 ' l S5 ROOF FRAMING PLAN �Aes6 SIG �0/v z rr SFr rty S6 STRUCTURAL DETAILS P,� 9 S7 STRUCTURAL DETAILS Cupertlnn 5, SCALE: N/A DEFERRED SUBMITTAL 10395 Judy Ave, Cupertino,,CA 95fl1.4 MY�" COVER PAGE a� a nA, t Ry 1uinyar qa Mo°v� A I I f Gam@ tl WEST SAN JOSE Al - i _j � m —Ee-min a nit - e I a - e nt De r-t m e-n- I I Planning Division — Cupertino CV 11RTINO APPROVED Case # R-2021-053, A NEW 6' WOOD 0 9 9 9 FENCE PER DETAIL 9 prova I Body: Director/ Staff 0 2 3 E ° '- S . 00 .Arprova I Date 02/10/22 - - - -- -- -- - w FACE - - -- - - - - - - -- - - - - - d C, 0 101.74 S nature Brianne Harkousha \ \ \ / / / aN Case Manager \\ G O LN `\ O LN `p LN O LN /' O LIN O LN ' NEW 6' WOOD ,' C U FENCE PER DETAIL0 LN / SITE PLAN NOTES: O LN \\`\ \\`\ �� 1❑ EXTERIOR LIGHTING HINKLEY 1326BK SEE PEC W \\\\ \\\ \\\T 0 T 1 ,/�' 6 � LL,/'' z /'' a 1� w �® ARE/ 9 , 37S + SO . FT. y NCI LNLU O I0 �vLN 20' B.S:� �� Ln 0 5 to 20 -- -- -- - - -- A— -- - - -\- /- - -- �- - - -- " -- - - - -- N O o N V / N AVENUE �� ''\\\ '' z o \ Q o \ / �0 \L \\\� / ®b \\\ ' 22'-7—�/ 0 � LN a00� I, U° 48 dba AC/I AC 14 a° a Q LL O LN 5' 2, \ \ / I / 2ND FLOOR SEE;BA PATIO 1 T B CK° a \ / O O 2ND FLOOR CK aO Uj // I Ny 1 T FLO R SET B ° o LN y5` eaa ' 2ND FLOOR Z �ls/ OayP�PGd a I I I ° a . p � NEW 6' WOOD I _J I FENCE PER DET I IL ° ° i I rr_� _ O LIN ' a � � I � NEW 6' WOOD FENCE PER DETAIL Om C I c �® 10381 JUDY AVENUE F.S101.55' a EXISTING HOUSE �1 RIDGE= 114.37+ co l"J �T 0 w a ° I I r----------� Z Lu O a I I �. I w -- LL zio d I � I I a4 a ,gyp w Z I Z LL JI F.F102.78' ------- J� W Cn EXISTING GARAGE Z' 0 400 M 0 z N 0 NEW 6' WOOD O 0 FENCEPER-DET IL F.S 101.3' N W6'FENC t�1 \ J J 'W o J rn `lJ \ ° 11 V Jco 1 a 0-) a a a �U q I Doa° ° � a I ° i LO O - - - - \ -- -- - - -- -- - - - - - - - -- -- -- - - -- - - - - -- -- - - - - U CO 25 BLDG LINEF.G Q _ / (� ° ° Y \ a U m a / a I ° Nf4 D V WAY ° u IL m I ° MIN WO' N o' °ou. I 37"DEODAR \ CEDAR N / a w a ° a ° \ ° W W w da TREVISION DATE \ ' METAL CHAIN LINK FEN E / a UNDERGROUD ° ° \ ER CITY DETAIL 6-4 � w ° a NEW C &G PROVIDES FOR POSITIVE DRAINAGE. ELE SERVICE COO 1 ATE ° SAWCUT 1" MINIMUM OF EXISTING AC 0 PLN 08/31/21 \ / a WITH PG&E ° -- (N)1-1/2"WATER PAVEMENT ALONG DRIVEWAY IS REQUIRED TO SERVICE LINE BE REMOVED AND REPLACE ASPHALT WITH 12" 0 — — — 'FBI0 ° PER FIRE CAL MIN AC DEEP LIFT PLUG. PLCOT a �� S . 0° 23\ 00E . NEW DRIVEWAY 75 ° 0 5b 0, APROACH MAX 18'-0" �► �� „TREE DRAWN BY: JIACHENG(JACKSON) LIJ LEED GREEN ASSOCIATE IMPERVIOUS PAVING IN FRONT YARD JOB: 12112 0 IN 6' METAL CHAIN LINK FENCE DRIVEWAY 20X17.66 353.2S.F PER CITY DETAIL N DRIVEWAY19X7.33 139.3S.F SIGNATURE: C-/1c�0/t/ PORCH 23.4X1 23.4S.F TBIV FRONT PATH 24X6 144.OS.F Z6 EL=100.0 FRONT PATH 16X4 64.0S.F SCALE:1/8"=1'-0" UDY ��NUE ®9yTOTAL IMPERVIOUS PAVING IN FRONT YARD IR/ �/�/ 723.9SQ.FT/1875=38.6% MAX 50% ��� ® PROPOSED SITE PLAN CITY TREE TO BE NO MORE THAN 50% OF THE FRONT YARD REMOVED APPLY FOR SET-BACK AREA MAY BE COVERED WITH A ENCROCHEMENT PERMIT AND COMBINATION OF IMPERVIOUS SEMI-PERVIOUS A TWO WEEK NOTICING PERIOD IS REQUIRED. SURFACES. CONTACT PUBLIC WORK DEPARTMENT PRIOR TO CONSTRUCTION ACTIVITY. —Go-min a nit - e I a - e nt De r-t m e-n- Planning Division — Cupertino CV II1RTINQ APPROVED Case # R-2021-053, A prova I Body: Director/ Staff N pprova I Date 02/10/22 5 E nature Brianne Harkousha Ga s Case Manager 0.5 56'-83" Y R a W " C/) D 303 C.A 16 91„ O r060F.I 4060F.1 4060F.1 8080S.L.D J I I 10� 0L 1 GUARD RAIL ; O Lo 71N GLASS RAIL O (D Q 0') IN Ll 1„ 1,. o M _ NOOK ICY IJ// -I � °N°- > Q Q _O 10-92 10-92 m 0° 10'-0"C.H LJ u' BATH 2 `' J G) J G) "' 1-0 0)°' � D 45 SQ.FT COVERD D 0 = � cn M OF 340SQ.FT U) X W 07 U-) W ' Q 0y 13% Qoy U) O� _J x '-1 J 00 O M CD 1480 S.L.D F 17'- 1" F 12'-113,. CU —0 E E 0Y O 00 °o I ,- " ® N I O = FAMILY DINING \ 0- LL vi 1 10'-0"C.H BED 2 604 C.A 3046 S.H 2880 6050S.L 2880 7050S.L o I KITCHEN _ 10'-0"C.H 1 ai F — - - - - - ------- -- M ——— 1 0'-8"C.H 10'-0"C.H - 4'-61" El Q N_ U o CN I I N 9 MI I ° M 08 MI -' zo MIN 8"X24" �� `\ U - i� I i BATH 0 r) Q3 D/W ' W.I.0 MI � 9B-4EDC 4. 1 MI MI ti (SHOWEcn� III - " � CyJRBELES'S 0 04 MAST.BATH o I 9'-4"C.H LU w 91 '_ ' —IN m col „ N N o I L — 2020 c? o I = gEg1 U SKY 3,-4 „ ---- `' I 10'-0"F.H ( MAST.BED I �I N 11I 9'-4"C.H " I I I I c„ I I J I - C J MI N 1 I 0 Zv c Iv U � - L-- ------- — -- -- - C) rn ATH4 c;l 0 1 L——I 1 0 ti N o N o 0 '-4"C.H \ Q `n Om - - - ---- - CV CO 0) Cn _ I co W.I.0 24 0 F — J o En N 60 OF.D o r I� 1 0 o 3'-6-1" 10'-0"C.H c� _ _ o 0 V Q o Z I 7'-4 co —o J I J 1 00 0 2680 T-41) 0 1 20 ATT.ACCES w 01 o 0 BA 3 m Ll �0 Y 2680 q z N Z I UFA 10_0 LAUNDRY U O MIN 18"X M � N - 1 0 9'-4"C.H N moo mQ � o I 2680 �' - LO Q co 4 ' " ETA�L z N DECORATIVE FIRE RAIL \ I -, I mQ 6080S.L ° PLACE DOUBLE SIDE N I Q m O — ---- - - - - ---- - - � LL U_ LIVING ROOM -' I hT I hNNNo °0 0 4 2680 z - ---- - — —� BAT 3 Qco oM M "S 303 C.A 3'-0" 9'-4"C. 73 O I I I UND STAIR W/H 2680 r - - - - - - - - - - J BED i�� ,� N QLO „ I 9-4 C.,H $ 09 z �I 2CAR GARAGE °) 1 1 MIN20 x20 C.L.R 10 5�_��� 5,_g_., ^_$ I 1 10'-0"C.H I 2030C.A zo 1 5'-8- N I I I I 1 I 3050 F.I 8'-10" TEMP o F —— - LREVISION DATE _ ._ ,. — - li li I I o - - - - - - - - - - 1 J 0 CD 0 Cl) - SEE BAY WINDOW N TES CM M OFFICE BAY WINDOW Z ABOVE F.F °0 7056 S.L 5080 ENTRY 10'-0"C.H 20'-41" —v 7056 S.L 0 7018 TRANSOM ENTRY PORCH 18'x8' GARAGE DOOR 5'-2-1" 5'-2-1" 12'-0"C.H ril EE BAY WINDOW NOTES co 23-21 7056 S.L N A M E : PROPOSED 2ND FLOOR PLAN DRAWN BY: JIACHENG(JACKSON) LIJ 20'41" S C A L E 1/4 1'-0" LEED GREEN ASSOCIATE 91-9111 ❑❑ �■ 22'-41,. 34'-41" JOB: 07212021 '_ " S 35'-101" G N 56-83" BAY WINDOW NOTES: N A M E : PROPOSED FIRST FLOOR PLAN SCALE: 1/4"=1'-O" SCALE : 1/4"=1'-0" A PROJECTING WINDOW SHALL BE A PROJECTION OF A WINDOW B. BAY OR PROJECTING WINDOW SHALL BE CANTILEVERED FROM THE EXTERIOR WALL AND SHALL BE A MINIMUM OF PROPOSED FLOOR TWENTY-FOUR(24)INCHES FROM FINISHED FLOOR C. THE INTERIOR SPACE CREATED BY SUCH A PROJECTION MAY PLANS SERVE AS USABLE(WINDOW SEATING, WINDOW SHELF OR COUNTER)AS LONG AS THERE IS NO FLOORING WITHIN THE INTERIOR SPACE OF THE BAY OR PROJECTING WINDOW THAT WOULD ALLOW ONE TO WALK WITHIN THIS SPACE. D. BAY OR PROJECTING WINDOW SHALL HAVE A MAXIMUM DEPTH OF THREE(3) FEET. —Ee-min a nit - e I a - e nt De r-t m e-n- Planning Division — Cupertino , 1 n 16 -9- cu 111RTINO APPROVED Case # R-2021-053, A prova I Body: Director/ Staff i .Approval Date 02/10/22 _ G 5 E nature Brianne H rkousha �_ 311 CAN 139 SF `s Ca e Manager 21 64 1 c 0.5 M Y o 00 V R 7 = 259 S F w U) D IF UK 1 561SF co w O � � 4 1 0o am _ z >- 0 o � wU) Low U) o-) a- M '_91 �� ° � � 44 v o � _ 2 0� O N - E 0- w 21 '- " ML= L 5 1131 SF 4 - Q0 D B 906 SF _ ti 87 SF 66 SF -I F— T-LO Uj C I N — F351-211 104 SF `_1 � Z C'M SIN LO 0 231_21 „ U N 2 J Q Q (D o� U) 11 -71 " 7'-101 " 99 SF 4 Z W z � O � 428 SF Q _ 14,_ ZN 00 = z 1 , N 2 N y CIO 308 SF U-) N A M E : SECOND FLOOR F O F.A.R U ) S C A L E : 1/4"=1'-0" Q 0, 91 20,_101 „ LOT AREA: 91375 S.F � 2 ALLOWABLE F.A.R 95375 S.F 0.45=4218.75 S.F ALLOWABLE COVERAGE: 95375 S.F *0.45+9,375 S.F * 0.05=4687.5 S.F FIRST FLOOR 6 REVISION DATE cY% 171 SF ] 1 20'-10 "'X201-611 428 S.F GARAGE SECOND FLOOR 0 2 131_61lx22'-9 4" 308S.F A. 141_011x7'_1 If99S.F 2, 1 S.F 3 9 "'xl8'-1 " 14 B. 23'-2 lllxl1 '-5 12"3 268 S.F 0 F0 EE7:1 4 111 C. �_ 1 ll 111 o c 21 -6 x42 -0 2 906 S.F 7 10 4 x13 -2 2 104S.F 1 5 351-211x32'-1 4" 1131 S.F D. 11 '-7 4"x7'-6" 87 S.F 22 -4-„ , - 6 22'-4 4" "x7'-7 4 171 S.F PORCH E. 44'-9 2"x6'-0" 269 S.F 7 21 '-6 4"x12'-0" 259 S.F PORCH F. 43'-1 "x13'-0 4" 561 S.F DRAWN BY: JIACHENG(JACKSON) LU LEED GREEN ASSOCIATE N A M E : FIRST FLOOR F.A.R G. 16'-9 2"x8'-32" 139 S.F BALCONY S CA L E : 1/4"=1'-0" TOTAL 1 RST LIVING 2359 S.F TOTAL 2ND FLOOR JOB: 12112020-/lc�D/I/ GARAGE 428 S.F 1388S.F SIGNAT R PORCH 430 S.F FLOOR LIVING AREA: BAY WINDOW 15 S.F BAYWINDOWS: 14S.F SCALE: 1/4"=1'-0" F.A.R PLAN TOTAL F.A.R; 2359+428+1388S.F=4175SQ.FT 44.5% TOTAL COVERAGE: 2359+428(GARAGE)+430(PORCH)+466(EAVE)+15S.F(BAY WIDNOWS) =3698SQ.FT =39.4% 4 —Ee-min a nit - e I a - e nt De r-t m e-n- Planning Division — Cupertino CV 11RTINO APPROVED Case # R-2021-053, A prova I Body: Director/ Staff i pproval Date 02/10/22 ELEVATION NOTES: I 5 nature Brianne Harkousha 0.1 Case Manager O ol 7/8"THICK MIN, 3 COAT CEMENT PLASTER FINISH w/PAPER c T.O.P RIDGE BACKED WIRE MESH 2-LAYERS GRADE d BOSTON CREAM 0.5 26'-3 1/4"(129.05') O CLASS W FLAT CONCRETE TILE BY'EAGLE ROOFING MIN 30# FELT SIZE 17X13 9.1 PSF BY EAGLE 4503 SIERRA MADRE UES-1900 3 UNDER-FLOOR VENT 412� O4 w WOOD TRIM @ EAVE WGUTTER 26 GA. GALV.METAL CAP C� T.O.P 2ND FLOOR — _ — — — — — — — — — — — — — — — — — O5 GARAGE DOOR:STEEL CARRIAGE SECTIONAL, SEE OWNER 20'-6"(123.28') o W O6 ENTRY DOOR: STEEL z / a_ O7 WINDOWS TYPICAL: Q 15-2 ANDERSON / 2ND FLOOR SET-BACK = Og DOOR TYPICAL: 2ND FLOOR SET-BACK 2030C.A O 0 ANDERSON W 3050 F.I = O CONCRETE LANDING AND STEP U) C-6 > LO TEMP O Q Q O� 7056 S. ENTRY PORCH / L_ _�� HOUSE NUMBER:SHALL CONTRAST WITH THEIR BACKGROUND, Q 0 0 12'-0 (114. 8) — \ — — - MINIMUM 4" HIGH WITH Z" STRIKE — I I I — I I I — — 2 F.F 2ND FL W LID OR \ Q 11'-2"(113. 4') U) 0 T.O.P FIRST FLOOR PLATE � � Q Q � CO � / LL 7018 TRANSOM MI° ?� \ � O � Q DAY LIGHT PLANE DAY LIGHTPLAN LL 0- LL LL Do - o �o �o V V QUj = �I TRANSITIONAL ARCHITECTURE STYLE : LM5L 7056 S.L MINIMIZE IN DETAILING AND CLEAN LINES N • WHITE STUCCO EXTERIOR • MIX OF CONTEMPORARY AND TRADITIONAL Ir • STRIP WINDOW IN THE FRONT AND TRADITIONAL ROOF LINE C� FINISHED FLOOR — Uj 0'-0"(102.7 NATUR L GRADE 101.2' F owl 91-101, Z 5 ALL EXTERIOR LIGHTING FRONT MODERN ENTRY ANDERSON 100 WINDOW 8'-5�" ` LEFT SIDE SET-BACK DOOR O SHALL COMPLY WITH CMC DARK BRONZE MODERN GARAGE DOOR RIGHT SIDE SET-BACK CHAPTER 19.102 T DARK BRONZE J_ N A M E : PROPOSED EAST(FRONT) ELEVATION Q S C A L E : 1/4"=V-0" am 0 06 INQ CLASS 'A' FLAT CONCRETE TILE BY BOSTON CREAM STUCCO COLOR. 0. 'EAGLE ROOFING MIN 30# FELT Z w SIZE 17X13 9.1 PSF BY EAGLE 4503 7 SIERRA MADRE UES-1900 O L T.O.P RIDGE 26'-3 1/4"(129.05') — — — — — — — — — — — Q co 17 711��1 I I�11 ZCN 4� -r�II 00 12 p - Q �� T.O.P 2ND FLOOR 20'-6"(123.28') — — — — — — — — — — — — — — — =rTE ILL z 6050S.L O U) - w _ — t U W Exle-icr 3046 S.H 6048C.A = 7050S. p W ANDERSON WINDOWS FIBERX REAR NANA-WALL - < DARK BRONZE EXTERIOR DARK BRONZE ALUMINUM REVISION DATE Cq i - - F.F 2ND FLOOR / GLASS RAIL \ \ Q 1 — - — — — T.O.P FIRST FLOOR PLATE — _ Q 10'-0"(112.78') a o z i 0 :�i O DAY LIGHT PLANE DAY LIGHT PLANE ILL / \ 0 a / \ uz) Q w 3030C.A �I H Q o ILL 0 _ 4060F.1 4060F.1 4060F.I Q N DRAWN BY: JIACHENG(JACKSON) LU LEED GREEN ASSOCIATE 1480 S.L.D Q 8080S.L w FINIS ED FLOOR JOB: 12112020 0'-0" 102. 8') SIGNATURE: NATURAL GRADE 101.2' LEFT SIDE SET-BACK SCALE: 1/4"=1'-O" RIGHT SIDE SET-BACK ALL EXTERIOR LIGHTING N A M E : PROPOSED WEST (REAR) ELEVATION SHALL COMPLY WITH CMC S C A L E : 1/4"=V-0" CHAPTER 19.102 T PROPOSED W/E ELEVATIONS —Go-min a nit - e I a - e nt De r-t m e-n- Planning Division — Cupertino CV 11RTINO APPROVED Case # R-2021-053, ELEVATION NOTES : a O 7/8"THICK MIN, 3 COAT CEMENT PLASTER FINISH w/PAPER prova I Body: Director/ Staff BACKED WIRE MESH 2-LAYERS GRADE d BOSTON CREAM pprovaI Date 02/10/22 O CLASS W FLAT CONCRETE TILE BY'EAGLE ROOFING MIN 30# FELT SIZE 17X13 9.1 PSF BY EAGLE 4503 SIERRA MADRE UES-1900 5 nature Brianne Harkousha Ga s CaseManageT.O.P RIDGE 3 UNDER-FLOOR VENT o` 26'-3 1/4"(129.05') — — — — — — — — — — — — — — — — — — — — — — — — o O4 WOOD TRIM @ EAVE w/GUTTER 26 GA. GALV.METAL CAP a4 O5 GARAGE DOOR:STEEL CARRIAGE SECTIONAL, SEE OWNER O6 ENTRY DOOR: STEEL T.O.P 2ND FLOOR O7 WINDOWS TYPICAL: 20'-6"(123.28') ANDERSON LLI ® DOOR TYPICAL: ANDERSON 20 S.L O CONCRETE LANDING AND STEP 0 2ND FLOOR BALCONY }. J 2626 C.A 2626 C.A 2626 C.A LOW WALL 10 HOUSE NUMBER:SHALL CONTRAST WITH THEIR BACKGROUND, MINIMUM 4" HIGH WITH 2' STRIKE 0 Lu 07 06 Q O� Z 0 F.F 2ND FLOOR TRANSITIONAL ARCHITECTURE STYLE : U) U) � a T. - P FIR .94') — — — — — — — — — — — — — — — — — — — — — — • MINIMIZE IN DETAILING AND CLEAN LINES 0 � MO � T.O.P FIRST FLOOR PLATE 10'-0"(112.78') • WHITE STUCCO EXTERIOR (� • MIX OF CONTEMPORARY AND TRADITIONAL 0 01� • STRIP WINDOW IN THE FRONT AND TRADITIONAL ROOF LINE 0 3030 C.A T T 6050 S.L 2650S.H 2650S.H FINISHED FLOOR - : 0'-0"(102.78') � NATURAL GRADE:101.08' 1 1 1 < LLJ 41 ,. t. N A M E : PROPOSED NORTH(RIGHT) ELEVATION 0 CLASS 'A' FLAT CONCRETE TILE BY BOSTON CREAM STUCCO COLOR. SCALE : 1/4"=1'-O" 'EAGLE ROOFING MIN 30# FELT U SIZE 17X13 9.1 PSF BY EAGLE 4503 J SIERRA MADRE UES-1900 _ Q Q Om Z w T.O.P RIDGE -. 26'-3 1/4"(129.09) - ' J� Q cn n! 4r---12 12 Exterior r n T.O.P 2ND FLOOR W 20'-6"(123.28') ANDERSON WINDOWS FIBERX REAR NANA-WALL DARK BRONZE EXTERIOR DARK BRONZE ALUMINUM 2ND FLOOR BALCONY LOW WALL 262 CA 2626 CA 2626 CA UNDER-FLOOR VENT CALCULATION UNDERFLOOR AREA x 150=REQ'D. FREE VENT MIN. VENTS PROVIDED REVISION DATE 0 5"x 14"VENT=0.486 SQ.FT N F.F 2ND FLOOR 0 11'-2"(113.94') — 2359 SQ.FT(MAIN HOUSE) 15.73SQ.FT 33VENTS=16SQ.FT T.O.P FIRST FLOOR PLATE — — — — 2 3018F.1 3 1. FOUNDATION VENTS:5"X14"w/1/4" S.S WIRE MESH VENTS BOTTOM OF ALL VENTS MAX. 12"ABOVE EXTERIOR ADJ. GRADE SEE EXTERIOR ELEVATIONS FOR LOCATION. 2. PROVIDE MINIMUM 1 FOUNDATION VENT FOR EACH CAR PARKING. UNDER-FLOOR VENT SHALL BE CUT BELOW --► WINDOWS WHERE THE OPENING OCCURS T T L306OS.H] TO MINIMIZE SHEAR LOST. 5060S.H 6 H 060F.1 060F.1 JIACHENG(JACKSON) LU 6080S. .D COPPER METAL ROOFING, COPPER GRANULE-CONTAINING ASPHALT SHINGLES DRAWN BY: LEAD GREEN ASSOCIATE - AND COPPER GUTTERS SHALL NOT BE PERMITTED FOR USE ON ANY FINISHED FLOOR iv RESIDENTIAL, COMMERCIAL OR INDUSTRIAL BUILDING FOR WHICH A BUILDING PERMIT IS REQUIRED. PER CMC SECTION 9.18.210. LC0'-011(102.78') JOB: 121 12020 NATURAL GRADE:101.08' SIGNATURE: N A M E : PROPOSED SOUTH(LEFT) ELEVATION SCALE: 1/4"=1'-O" S C A L E : 1/4"=V-0" PROPOSED N/S ELEVATION —Ee-min a ni t - e I a - e nt D e r-t m e-n- Planning Division — Cupertino CUHRTINO APPROVED Case # R-2021-053, A prova I Body: Director/Staff N pprova I Date 02/10/22 5 E nature Brianne Harkou ad s casemal ia r w o Y V R y�A w O Nq O LLJ o Q rn it O � Q oz C )0 CO oU O � � O 0- IL w (D 0 iY 2ND FLOO cr) 4� 2020 LU SKY Z CC G �A RIDGE FM O am Q Q 2020 0 V SKY O Z w Z 4 12 O cl� CY) 4L- Cn Q CY) L 12 z N O w P���� w 00 0 0 it U O Lo Q � L 1 12 JP cZ REVISION DATE i ri I / � NAME : PROPOSED FIRST FLOOR ROOF PLAN 3 I i SCALE : 1/4"=1'-0" i ZI O ❑I I❑ DRAWN B Y: JIACHENG(JACKSON) LU LEED GREEN ASSOCIATE N A M E : PROPOSED 2ND FLOOR ROOF PLAN S C A L E : 1/4"=1'-0" JOB: 121 12020 SIGNA C O/t, SCALE: 1/4"=1'-0" PROPOSED ROOF PLANS —Ee-min a ni t - e I a - e nt D e r-t m e-n- Planning Division — Cupertino CV 11RTINO APPROVED Case # R-2021-053, A prova I Body: Director/ Staff N pprova I Date 02/10/22 5 E nature Brianne Harkousha Ga s Case Manager T.O.P RIDGE w Y 26'-3 1/4"(129.05') m °P T.O.P 2ND FLOOR — — — — — - — — — — — — — 20'-6"(123.28') LLJ G7 0 � J MAST.BED BED 3 ; C) Q O Z O Q p Z EEI B — — — — — F.F 2ND FLOOR m LUG 11'-2"(113.94') 0 Q� T.O.P FIRST FLOOR PLATE 0 O C)10'-0"(112.78') 0 � 0 FAMILY/DINING a LL HALL WAY `� OFFICE Cn — — FINISHED FLOOR NATURAL GRADE:101.08' Uj Z � N A M E : SECTION CUT 1 0 S C A L E : 1/4"=1'-0" (� J_ Q Q Om T.O.P RIDGE V Z 7w 2'-O'M L FROM BAYWIN 0 SURFACE O TO FACAD S RFACE Q M 00 T.O.P 2ND FLOOR 7� 20'-6"(123.28') Z N V 0 � U) co �LUMIN. WINDOW �\ 1 SYSTEM Lo MAST.BED BED 3 WOOD WINDOW SILL, Q (0 U O� �O B FE- F B z O.F 2ND FLOOR rooa T.O.P FIRST FLOOR PLATE 10'-0"(112.78') o LREVISION DATE m FAMILY/DINING - - PLN 08/31/21 N A M E : BAWY WINDOW DETAIL 0 S C A L E : 3/8"=1'-0" HALL WAY ` OFFICE 3 FINISHED FLOOR 0'-0"(102.78') NATURAL GRADE:101.08' JIACHENG(JACKSON) LU DRAWN BY: LEED GREEN ASSOCIATE N A M E : SECTION CUT 1 J06: 121 12020 S C A L E : 1/4"=1'-0" SIGNAT R 1/4"=1'-0" SECTION PLAN C mmunity Development Department Planning Division - Cupertino CUPERTINQ APPROVED Case # R-2 a Approval Body: Direct /Sty fF Approva I Date 02/1 22 I I I LEGEND: Signature Brianne H kous a I I AC ASPHALT CONCRETE Ca Mana er BC BUILDING CORNER BW BACK OF WALK NEW - - - - - - - - - - - - - - - - � CB CATCH BASIN CMP CORRUGATED METAL PIPE RESIDENCE CO CLEAN OUT CRN CROWN DW DRIVEWAY Z EC EDGE OF CONCRETE EM ELECTRIC METER EP EDGE OF PAVEMENT i 1 0 5 10 20 1 FCOR FENCE CORNER 10395 JUDE AVENUE 1 FD FOUND CUPERTINO, CA FF FINISHED FLOOR FL FLOW LINE APN: 375-08-053 Q I FH FIRE HYDRANT FW FRONT OF WALK S.0°2300"E. 75.00' 1 I G GROUND o — — — — — — — — — — — — — — — GC GARAGE CORNER �N F° 101.74 �� ��� FG �� ��� 0 Cif-FG G +�o, ° �0,�. �° ° °°. GF GARAGE FACE/FRONT GM GROUND R FENCE W E C o�N O GM GAS METER °N +NQP. +Go°�� 1 NV INVEHCR RT RAMP & ASSOCIATE S O O 3'TREE Oti SHED I IP IRON PIPE ° �� JP JOINT POLE 2625 MIDDLEFIELD RD#658 LG LIP of GUTTER PALO ALTO CA 94306 �`' +G°� O/H OVERHEAD « ' G°N oo�� 1 PC PROPERTY CORNER TEL: (650) 823-6466 1 1 RW RETAINING WALL FAX: (650) 887-1294 0 0 0 1 SL STREET LIGHT `` ° �� SSCO SANITARY SEWER CLEANOUT w z EXISTING GARAGE c.I Q ° SSMH SANITARY SEWER MANHOLE I + o o. +�7 °O`' RIDGE= 113.0E o SDMH STORM DRAIN MANHOLE I -,�o F° TBC TOP BACK ROLLED CURB 19075-19077 TILSON AVENUE o +G° 42'TREE o p 1 0 I TC TOP OF CURB EXISTING HOUSE p D o TOE TOP OF BANK RIDGE= 131.76E TOE TOE OF BANK N GON�� �O�o� o L° O� o N TP TOP OF PAVEMENT o °Oo ° ��, O� �� � TRC TOP OF ROLLED CURB 1 ° o o ° o ,�o° I 1 TW TOP OF WALL ° ° 0 1 U/G UNDERGROUND ° 0 1 VCP VITRIFIED CLAY PIPE WV WATER VALVE I �°° ° � +�e�°�°� WCN- CABLE TEM WATER LTEVISIONER XLINE I �O ° I -E- ELECTRICAL LINE (: PONDD I 1 -G- GAS LINE O� ° o -SS- SANITARY SEWER LINE —SD— STORM DRAIN LINE LICENSE STAMPS AND SIGNATURE 0 0 ,O o -T- TELEPHONE LINE o o ° -W- WATER LINE 17 +o ° L I W BASIS OF BEARINGS: ._ AN D `SCr THE BEARING, SO.23'00"E, OF THE c���'it G•p� o G Oho MONUMENT LINE OF JUDY AVENUE, AS e o - O O SHOWN ON THAT CERTAIN MAP FILED IN THE V 0 0 ° 1 OFFICE OF THE RECORDER OF SANTA CLARA + tiD i p I ° o p COUNTY, STATE OF CALIFORNIA, IN BOOK 22 w +O� Q P ° �� � o ��� �G�� 1 OF MAPS AT PAGE 5, WAS USED AS THE CP I"�3' BASIS OF BEARINGS SHOWN ON THIS MAP. 10381 JUDY AVENUE c17 At-�F O� 12"TREE EXISTING HOUSE BASIS OF ELEVATION �Q o. RIDGE= 114.37E FG 33„TREE N I TBM ELEV=100.00 (ASSUMED) o G QP ISSUED 19061 TILSON AVENUE 1 10395 JUDY AVENUE ° �� �� UTILITY NOTE: EXISTING HOUSE CD 1 �� EXISTING HOUSE SSCO �e°�G ^°��° ° No. Description Date RIDGE= 119.01 f �° �o FF = 101.19E o 17 i I UNDERGROUND UTILITIES. SHOWN PER EXISTING GARAGE r� r� ° SURFACE EVIDENCE AND RECORD MAPS. I MAY BE DIFFERENT THAN AS SHOWN. 00 0c, o BEFORE EXCAVATION, CALL UNDERGROUND Cfi GAS ° �,°o o o SERVICE ALERT (USA) 1-800-642-2444. �W ° �G� 1 1 LEGALDESCRIFOON: _ — N° 4"TREES 25'_BLDG LINE_ PORCH o r a�� LOT 116, TRACT NO.550, MAP REF: BOOK 1 +GOB. O° ;D 10 T EE v o o = D 22 PAGE 4 AND 5 100.82 NOTE: 0 0 I o DATE. 37 PINE L 0 T 1 1 6 ���� °r�eo°� ° o° 1 1. MEASUREMENT OF BUILDING LINE IS TO SEPT 10,2021 THE FACE OF STUCCO OR SIDING SCALE: 1 AREA = 9,375±SQ.FT. o\ �+ p 1,�=10� O° ° O��G v ° DRAWN:G �p<`b G °1+ +GL C�O � o ° o BCT o 1 JOB: o ° 10078 SHEET TITLE: S.0 23 00 E. � ��� 7 5.0 0 \� lvwo �° °� BOUNDARY& I°° �0gD ��co �Oo� 1"TREE o�O 2"TREE °°G WM WM°o' O° ��o O° ° ....... .................................. . . L..... .......... �� e e° �� �� TOPOGRAPHIC ................................... . C�l SURVEY ° JUDYEBM 1 00 <�<"AVENUE ( 601 R/W ) SHEET NO. + b GAO GQ p°O MON MON coo MHO+�O �O° G 0 WEC —Eo-m�=nu�-it -13e-velo- me-nt—De -r-�me-�-t Planning Division — Cupertino I CU'ERTINQ APPROVED ase # R-2021-053, , A e ' provaI Body: Director/ Staff / 9 prova I Date 02/10/22 ��S ° 2 Q EbNA �� Y - -- -- S E nature Brianne Harkousha Case Manager i101.74 �41 1® � O SHED 3"TOEE E MOV ��' w elk 00 � wo 1 > LO 0 ;�� REMOVE ®� 0 06 Q 0-)oz >- 0 CD �� EXISTING GARAGE ����� Q Q z LC) I 42"TREE HIN BE RIDGE= 1 13.0± 1 405 SQET 2 N ���� w U M w 0 0 � ®� CHINA ERR � o ILL � �® l 10 �p POND --- - E d., LU J Om CD 10381 J U DY AVE 0-00 b � EXISTING�� G HOUSE Z w 12"TREE HOL-L-YW00 UNIPER RIDGE— 1 1 437± Z MOV O OOD 33"T EE ELM b V♦ 0 ER ��� Oa.. o REMOVE 1U95 JUDY AVENUE �q � ° ` D EXISTING HOUSE SSCO �� Z ELM FF — 101 . 19± o o O r � V j 1300SQ.ET D co G GARAGE 1 ®� 11 ®� REMOVE 0 Q ') O �� C� � LO O O 11 GAS S METER TO BE REMOVED \ CUT AT STREET MAIN BY PG&E �� J — /4� 1� ) ---- ------- -- - -- icy ` ------ —) -0 -- -- -o 0 o ------- -- ---- �---- -- ----- PORCH--- ----- - 7 D -��-------- --- -----4 TREE\- -- , ' �, b� 25 BLDG INE ° REMOVE 4 - 10"TREE OLLYWOOD JU FO M OV D I �® 461. ®% I..1O )WOOD- m I Ip JUNIP R �EM D � REVISION DATE 379 CEDAR L 0 T 1 1 6 , I , EA = 9 , 375 ± SQ ° FT° � 2 , �N PROTECTED ,' ' ' METAL LINK F,ENC b`� � � p 3 �R-CIT-Y-''S1YEETAIL �0 �� p i p � a JIACHENG(JACKSON) LU DRAWN BY: LEED GREEN ASSOCIATE 99 t� ° 2TREE � � ® � b ll 4�� �1 TREE " - _-O 41Z JOB: 12112020 NEW C &G PROVIDES FOR POSITIVE C SIGN U PROTECTED �` CITY TREE TO BE 6' METAL LINK FENC REMOVED APPLY FOR SAWCUT 1" MINIMUM OF EXISTING AC ,PER CITY'S DETAIL 6-4 ENCROCHEMENT PERMIT AND PAVEMENT ALONG DRIVEWAY IS REG - A TWO WEEK NOTICING PERIOD IS REQUIRED. BE REMOVED AND REPLACE ASPHAL SCALE:1/8"=1'-O" ---- - CONTACT PUBLIC WORK DEPARTMENT PRIOR MIN AC DEEP LIFT PLUG. TO CONSTRUCTION ACTIVITY. TBM 0DEMOLITION PLAN EL 100.00 JUDY VENUE ( 609 T3 f W --- �o----------------------------- �� HINKLEY LIGHTING,INC. C qn �J11opM n e t 33000 PIN OAK PARKWAY AVON LAKE,OHIO 44012 I .653.5555 Yr �+h© �u ert� o HPNKLEYHI LIGHTNGcom40FIREDRICKRAMOND.com gI CUPERTINO APPROVED Case# R-2021-053, A Approval Body: Director/Staff Extra Small Wall Mount Lantern 1326BK Approva l Date 02/10/22 Signature Brianne Harkousha ITEM NUMBER 1326BK Case Manager BRAND Hinkley Lighting MATERIAL Solid Aluminum GLASS Clear Seedy HEIGHT 15.5" WIDTH 4.5" VOLTAGE 120v WATTAGE 1-50w GU10*Included CERTIFICATION C-US Wet Rated EXTENSION 4.8" TOP TO OUTLET 5.8" BACK PLATE 4.5"W X 12"H • Suitable for use in wet(interior direct splash and outdoor direct rain or sprinkler) locations as defined by NEC and CEC. Meets United States UL Underwriters Laboratories&CSA Canadian Standards Association Product Safety Standards • Fixture is Dark Sky compliant and engineered to minimize light glare upward FEATURES AND into the night sky. BENEFITS • For complete warranty information visit (hyperlink) • 2 year finish warranty • 12 year warranty on electrical wiring and components • Bold lines and a clean, minimalist style complement contemporary architecture • Striking black finish enhances design FINISH Black AT HINKLEY,WE EMBRACE THE DESIGN PHILOSOPHY THAT YOU CAN MERGE TOGETHER THE LIGHTING, FURNITURE, ART,COLORS AND ACCESSORIES YOU LOVE INTO A BEAUTIFUL ENVIRONMENT THAT DEFINES YOUR OWN PERSONAL STYLE.WE HOPE YOU WILL BE INSPIRED BY OUR COMMITMENT TO KEEP YOUR'LIFE AGLOW.' lifeAGl_OW® Revision Communi y Develop De artWXTER-EFFICIENT LANDSCAPE CHECKLIST WATER BUDGET WORKSHEET Planning Di isio r ino CuF LRTINO AP RCI D. Community Development DepartmeW Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Case # R-20 1-0 Cupertino, CA 95014 planning@cupertino.org Cupertino, CA 95014planning@cupertino.org http://cupertino.org/planning p g Landscape Documentation Package Checklist CUP RTINO CUPERTINO http://cupertino.org/planning Approval Body: Director/ l T1: CERTIFIED/LICENSED PROFESSIONAL INFORMATION LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST Approva I Date 02/10/ 2 PART 1: PROPERTY INFORMATION COMPANY&COMPANY ADDRESS PROJECT ADDRESS A.P.N. 1 - PROJECT INFORMATION Signature Bria Ine Har,o rinn/ I P� SIC - I andscape Architect N°.2»6 10395 Judy Ave., Cupertino a Date - 9/23/21 Cas M N ME LIC./CERT.# �' °""° Gregory Lewis #21 76 2/ REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA b Applicant - Greg Lewis - Landscape Architect E-MAIL PHONE �aPcs. 45.3 4541 3947 0 c Project Address - 10395 Judy Ave., Cupertino lewislandsca e@sbc lobal.net SQ.FT. SQ.FT. SQ.FT. 04 p 9 (831 ) 359-0960 Pl:OFLSSlONALSLAL d Total Landscape Area - 4541 sf N PART 2: PROPERTY& PROPERTY OWNER INFORMATION PART 2: SAMPLE HYDROZONE TABLE e Type of project -single family residential REGULAR LANDSCAPE AREA f Potable Water Jackson Lu Jackson-lu@outlook.com g Checklist of all documents in package - see this page HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF XLAND- ETWU FACTOR(PF) METHOD EFFICIENCY(IE) (PF/IE) AREA(SQ.FT.) SCAPE AREA L]i C) (408) 891-8059 h Contacts of Applicant - _ 1 0.25 Drip 0.81 0.3086 3636 1122.22 9 Vr,(!rf!CT ADDRESS A.P.N. 31 ,519 Owner"s rep. Jackson Lu jiacheng-lu@hotmail.com 0 M 10395 Judy Ave., Cupertino, CA 1 0.5 Drip 0.81 0.6173 261 161 .11 4525 i "I agree to comply with the requirements of the water efficient landscape Q M PROJECT TYPE(CHECK APPLICABLE) WATERSOURCE ordinance and submit a complete Landscape Documentation Package w w New Potable 1 0.3 Drip 0.81 0.3704 50 18.52 520 TOTAL LANDSCAPE AREA TURF PLANT AREA 594 633.60 17,795 Q co ❑ Rehabilitated ❑ Recycled 4541 594 2 0.8 Spray 0.75 1 .0667 C ❑ Non-Residential ❑ On-site captured rainwater SQ.FT. SQ.FT. 0 �, Grwater A.APPENDIX B - WATER EFFICIENT LANDSCAPE WORKSHEET - SEE SHEET LO 0 v a WATER PURVEYOR NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA Q 3947 SQ FT 0 SQ FT B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET Ll AND IRRIGATION PLAN - JCZ PART 3: COMPLIANCE CHECKLIST TOTALS (A) 4541 (1)) 1935 (Y)54,359 SEE SHEET L2, L3, L4 CU n SPECIAL LANDSCAPE AREA W Landscape Parameter Requirements Compliance 1 GRADING PLAN - see sheet C-2 J `° � TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area. YES 1 no turf (No turf in non-residential area) YES 0 O_ ❑ YES TOTALS (C) 0 (D) 0 (Z) 0 0 M Turf shall not be planted on slopes more than25%. Prior to Planning Inspection, the following documents must be submitted and approved W tY All portions of turf areas shall be wider than ten(10)feet (unless irrigated with '*YES (7 subsurface irrigation or low volume irrigation system). '"� PART 3:WATER BUDGET CALCULATIONS DEFINITIONS • HYDROZONE:Put in hydrozone#,letter,or planting 1 . CERTIFICATE OF COMPLETION AND INSTALLATION ETWU359WA PLANTING AREA At least 80% (100% for non-residential area)of non-turf area shall consist of �YES -(Y) + (Z)54, ( ) < 70146 (MA ) description.(e.g.1,2,3;A,B,C;front porch,adjacent to driveway, native or low water use plants. front lawn,etc.) PART4: ETAF CALCULATIONS 0 PLANT FACTOR(PF):Use WUCOLStodetermine Plant Factor. 2. IRRIGATION SCHEDULE (Section 14.15.110 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 Plants with similar water needs shall be grouped within hydrozones.Each YES for high water use plants. 3. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE (Section 14.15.120) hydrozone shall be controlled by a separate valve. •43 (ETAF) < (0.55 for residential) IRRIGATION METHOD:Overhead spray or drip • IRRIGATION EFFICIENCY(IE):0.75 for spray and 0.81 for drip SOIL MANAGEMENT Atleast4cu.yds.ofcompostysix(6)inches deep,shallbeappliedper1,000sq.ft.oflandscapearea YEs (ETAF) < (0.45 fornon-residential) ETAF:The maximum average EvapoTranspiration Adjustment 4. LANDSCAPE AND IRRIGATION INSTALLATION REPORT (Section 14.15.130) 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 surfaces of planting areas except in areas of direct seeding application e. YES new and existing Special Landscape Areas shall not exceed 1.0. p g p g pp ( g .43 ETo=evapotranspiration rate means the quantity of water 5. LANDSCAPE MAINTENANCE AGREEMENT hydro-seeding). Site-wide ETAF evaporated from adjacent soil and other surfaces and transpired by plants during a specified time 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 FORMULAS gallons/sq.ft./year. IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or soil moisture sensor data and utilize a rain sensor. y�YES No 2»b ETWU = ETo x 0.62 x (ETAF x Landscape Area) no irrigation 7`"` ❑ Estimated Total Water Use r system Irrigation controllers shall be a type which does not lose programming data in YES "� MAWA= ETo x 0.62 x [(ETAF x Landscape Area) + ((1-ETAF)x SLA)] 0 0 20 2022 the event the primary power source is interrupted. Maximum Applied Water Allowance IF Page 1 of 1 OP WATER-EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org [is CUPSRTINO http://cupertino.org/planning n l U W Landscape Parameter Requirements Compliance r 1 0 IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the L dynamic pressure of the system is within the manufacturer's recommended �(�(E$ pressure range. 'f� Q Manual shut-off valves(such as a gate valve,ball valve,or butterfly valve) shall �i YES U be installed as close to possible to the point of connection of the water supply. f� All irrigation emission devices must meet the requirements set in the ANSI ^ standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter C , ` Standard." All sprinkler heads installed in the landscape must document a YES n , a) distribution uniformity low quarter of 0.65 or higher using the protocol defined in ASABE/ICC 802-2014. Dedicated irrigation meters are required for non-residential projects with more YES ❑ than 1,000 sq.ft. of landscape area. this Is single family residential Landscape Sheet WATER FEATURES Pool and spa covers shall be installed. ❑ YES Index pool a� L0 ❑ Recirculating water systems shall be used for all water features. ❑ YES ❑ other: O� no water features Water features are limited to 10% of the landscaped area. ❑ YES LO - Landscape Documentation I am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects of Ll water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies PIantIng PIan 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 anew checklist. Landscaping has not been Installed yet. L2 - Irrigation Plan I .­­ __ S 6" E)R*U:ff fE)RfF_EB REPRESEMF*NVE r ❑ L3 - Landscape Details 9/23/21 ❑ L4 - Landscape Specs Applicant Comments Use additional paper if necessary L 5 Hydrozone Plan/❑ LANDSCAPE ❑ Impervious Area Diag . DOCUMENTATION Staff Evaluation Staff Comments Ed J Approved ❑ Date 9/23/21 Scale As Noted LJ Not Approved ❑ Drawn Greg Permit # ❑ Job 71 Sheet Page 1 of 2 0 of Legend Revision Communi y Development Depart,�vfi4cT@R EFFICIENT COMPLIANCE CHECKLIST NOTES - TURF, PLANTING, SOIL Plant Le g Planning Division — CupertinMIANAGEMENT KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME 12/3/21 CUPERTINO APPROVED 1 LESS THAN 25% OF PLANTING AREA IS TURF GALLONS RATING I I Case # KV6ZUR-2021-053, „ LEAST 80% OF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER TREES I 10 10 s.o°23'oo"E. 75.00' 10 USE PLANTS LI 1 24" box 20' min LOW Lagerstroemia Tuscarora Crape Myrtle - - - - - - - - - - - - - - - - - - - - - - - - - - - Approval Body: i / Staff USE PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. Front Yard tree min. C high when planted 5❑ 9 5 Approva I Date 02/10//10/22 O LN O LN O LN O LN O LN O LN Lr,�n nYDROZONE SHALL BE CONTROLLED BY A SEPARATE GROUP OF VALVES O LN Case Manager Signature Bria�ne Fiarkousha AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS SCREEN SHRUBS Remove ' LN 20 15 10, max LOW Laurus nobilis Grecian Laurel ' OF 12-12-12 FERTILIZER PER 1000 SF OF PLANTING AREA SHALL BE Screen Shrub - Min. 6' tall when planted see notes 3" Elm O LN THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL (EXCEPT UNDER LP LP LP LP SL SL SL CANOPY OF EXISTING TREES TO BE SAVED) OR FOLLOW THE AMENDMENT AND O LN FERTILIZER RECOMMENDATIONS OF A SOIL FERTILITY TEST AND ANALYSIS GROUND COVERS FROM A SOIL LAB (HIGHLY RECOMMENDED) DV 14 1 4' - 8' LOW Dietes vegeta (D. irridioides) Fortnight Lily DV 0 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL LY ' 0 13 1 2 - 3 LOW Osteospermum fruticosum purple African Daisy ❑ O LN I w, LY LY' CD SURFACES OF PLANTING AREAS EXCEPT IN AREAS OF DIRECT SEEDING LP 9 1 4' - 8' LOW Lomandra Platinum � 41 4 `V v'L 4 � �� z APPLICATION OR SOD LAWN. USE VISION RECYCLING DARK BROWN MAHOGONY �a�,�, U N 6 1 3' - 5' LOW Nandina Gulf Stream Heavenly Bamboo O,LN 20' B.S.L M COLORED WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER MULCH Y � � �� �'`X�0� �� � APPROVED BY THE OWNER (PROVIDE SAMPLES) SL 3 1 4' - 7' LOW Salvia leucantha Santa Barbara Mex. Sage Dv / 41 V 41 LY LY 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND L 3 1 3' - 5' LOW Limonium perezii Sea Statice Remove,421.. . . . o LN Q C WATER WASTE ADDITIONAL NOTES RF 4 1 3 - 5' MED Rosa Flower Carpet White Cfinabarry Tree i 5 C Q 7 SEE SHEETS L3 AND L4 FOR PLANTING AND IRRIGATION DETAILS AND L L z " O LN L N LY 6 1 4 - 8 LOW Lantana Spreading Sunshine Yellow Lantana Q SPECIFICATIONS a a -j C) CL 8 DON'T TRENCH T00 CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF Lawn sod HIGH Turf Tall Fescue with 2x4 rough redwood header M 3❑ a �, Q a O LN — THE BUILDING ARCHITECT CIVIL OR STRUCTURAL ENGINEER Plant quantities are for planning purposes only. Contractor to do own plant count. 11 X a aZ Ell w �' .T a a , 3 ,a � 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK I a , ° ❑ a Ac AC a I `° Ask owners if they want to upsize any plants o LN MAKE SURE YOU HAVE THE MOST CURRENT SET OF APPROVED PLANS AND You should order screening shrubs up to a year in advance to make sure they are I 3❑ N p IM MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES available at the required height and size 5 Dv PATIO 3 ° 3. o° 3 ° (D co 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, 3❑ ° a ® a . . .' . .\/� O LN LIGHTS, AND IRRIGATION COMPONENTS. SCREEN VALVES AND UTILITIES WITH BALCONY PRIVACY C ENINGLINE 0 ; C� ; 9❑ ❑ //CDN"RIVACV SCREENING LIN 4 - - - I 0 r— PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR BUILDINGS PRIVACY ��- O LN . . . . . . . . . . . . ° . . . . . . . . . . . . . . . . . . . . . . . T. . SCREENING NOTES I L q. . . . . . . . . . . . . . I. ❑ . . . . . . . . . . . . . . . . . . . . . 0. . \ . . . � .. - I. 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE La n dsca p e S to Legend ' . . . . . . ; , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT TIME OF PLANTING. IF SHRUB, I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .: 3 O o 1 Driveway Concrete ads with 4 inch strips of artificial turf N LN N / MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. ❑ Y - p p a . .. 12 PRIVACY PLANTING: THE FINAL PRIVACY-PLANTING PLAN SHALL BE between them - color of conc to be determined later by owner - ; I, REVIEWED AND APPROVED BY THE PLANNING DIVISION PRIOR TO ISSUANCE OF texture to be slip resistant N o LN : : : : : : : : F2ND-FLOOR ' a I . . . . . . . . . . . . . . . . . . I ` ^ . BUILDING PERMITS. THE VARIETY SIZE, PLANTING DISTANCE SHALL BE _ - a 3 cross hatched . . o 11 I. . . . . . . . . . . . . . . . . . . .�. . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . I CONSISTENT WITH THE CITY'S REQUIREMENTS. ❑2 Front walkways - Concrete pads with 4 inch strips of artificial turf o I �. o I 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL between them - color of conc to be determined later by owner - 0 I :�. . . . :. . .:.:.:.:.:.:.:.:.� — LN RECORD A COVENANT ON THIS PROPERTY TO INFORM FUTURE PROPERTY texture to be slip resistant 00 ' ' OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION I ' I. . . . . . �►' L�InJ is REQUIREMENTS CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS ❑3 Side walkways - Concrete (impervious) - pattern and color to be 5❑; L _ . . — . . . . . . . . . . . . . . . . . . . . . . ± 4/30/2022 WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT THAT IS 5 FT OR determined later - Remove- ; Renew I �. / / LESS FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE N �. . . . . . . +' 12" Hollywood D.t, WILL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF COMMUNITY ; ; - - - - J Juniper ®P�'' ® Rear patio - Slip resistant tile on conc. base or poured in place Remove = DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE I 33" Elm COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE concrete - pattern and color to be determined later by owner 3❑ �. . . . . . . . . ..... . ..... 1ST FLOOR I 11 1ST FLOOR .I . . .I RESIDENCE. ❑ L-. . . . . . . . . . . . ❑5 New 6 foot high fence solid wood I F.F 102' ��==.=.=�-�=.=.= �� Remove ❑ Remove 14 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE 10" I Q I N HollywoodHoll , COUNTY TO PROTECT THE PRIVACY TREES AND NEW FRONT YARD TREE © Y 400 I U ex. Privet hedge n 1 © New 6 foot x 3 foot wide solid wood gate Juniper 6 5[Elk west of new gate V� 15 CONTRACTOR SHALL REFER TO SHEETS C2 FOR SITE GRADING AND N ®' a U DRAINAGE INSTALLATION 7❑ Tree protection fencing during construction 7 3 I 11 L 5 I a 25 FYSB n l 4) TREE PROTECTION DURING CONSTRUCTION. ' �Lp LP LP - I ' V./ o- ® Front porch - slip resistant tile or pavers with impervious concrete I 7 7 PROTECTED TREES DESIGNATED FOR PRESERVATION SHALL BE PROTECTED DURING base or poured in place concrete - color and pattern to be I ❑ D 2 RF U DEVELOPMENT OF A PROPERTY BY COMPLIANCE WITH THE FOLLOWING, WHICH MAY determined b owner a - Front Yard y I Tree 2❑ a NEW D VEWAY o I • �� BE MODIFIED BY THE PLANNING DIRECTOR: 0 ElmIN X2o' o 9 Privacyprotection angles from 2nd story windows that determine I Ex. 37" Cedar LP LP 20'-0' RF � A. PROTECTIVE FENCING SHALL BE INSTALLED NO CLOSER TO THE TRUNK THAN ❑ p g Y ; 7 Dv o a ' Ex. Privet THE DRIPLINE, AND FAR ENOUGH FROM THE TRUNK TO PROTECT THE INTEGRITY where landscape screening is required to remain o o 0 2` 1❑ 7 Hedge to OF THE TREE. THE FENCE SHALL BE A MINIMUM OF FOUR FEET IN HEIGHT AND COO ' a remain SHALL BE SET SECURELY IN PLACE. THE FENCE SHALL BE OF A STURDY BUT 10 Ex. Fence in good condition. Repair as required ; DV DV Dv Dv 12 w RF Protect with 0 La n 12 0 ' plastic constr. fence OPEN MATERIAL (I.E., CHAINLINK), TO ALLOW VISIBILITY TO THE TRUNK FOR 7 _ 2'�(tZl - � Q Lo INSPECTIONS AND SAFETY. THERE SHALL BE NO STORAGE OF ANY KIND WITHIN 11 Min. 2.5 foot wide planter for drainage swale along side property - w cN�1-1�2��WATER o� � - � ° o " �" O RF SERVICE LINE THE PROTECTIVE FENCING. lines Dv DV Dv DV 12 - o PER FIRE CAL. O B. THE EXISTING GRADE LEVEL AROUND A TREE HALL NORMALLY BE _ J 2 0 0 - - - S G G OU S 0 MAINTAINED OUT TO THE DRIPLINE OF THE TREE. ALTERNATE GRADE LEVELS MAY 12 Edge of lawn and sprinklers min. 2 feet from impervious paving s.0°23'00"E. 75.00' BE APPROVED BY THE PLANNING DIRECTOR. C. DRAIN WELLS SHALL BE INSTALLED WHENEVER IMPERVIOUS SURFACES WILL 13 3 inch deep rounded gray and brown gravel on top of heavy duty - BE PLACED OVER THE ROOT SYSTEM OF A TREE (THE ROOT SYSTEM GENERALLY weed fabric 1 - . = 1 I_oII EXTEND T THE OUTERMOST EDGES F THE BRANCHES). ...................................:I.............. ........................... ........................ . .......................................... ............................................................. ... ............................................... ......... .......... ....................................................................................................... 1 /8" D. TREES THAT HAVE BEEN DAMAGED BY CONSTRUCTION SHALL BE REPAIRED Street Tree Remove 2" Chinese Pistache IN ACCORDANCE WITH ACCEPTED ARBORICULTURE METHODS. Ex. 1" Chinese Pistache 0' 4' 8' to remain E. NO SIGNS, WIRES, OR ANY OTHER OBJECT SHALL BE ATTACHED TO THE (shown future size) PLANTING TREE. TWO- JUDY AVENUE ( 60) jDL\ W PLAN F. PLEASE SEE ADDITIONAL TREE PROTECTION 11.08 OF MUNICIPAL CODE IF EL=100.00 NEC i Date 9/23/21 Scale As Noted r/ Drawn Greg "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for Job the efficient use of water in the landscape design plan" Sheet 6(� is L I Gregory Lewis - Landscape Architect Lic. #2176 12/3/21 of Revision Communi y Development Department WATER EFFICIENT LANDSCAPE CHECKLIST - IRRIGATION Irrigation Legend Planning Division - Cupertino KEY MANUF. MANUF. # DESCRIPTION CuFLRTINO APPROVED 1 THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA D Case # R-2021-053, AND UTILIZES A RAIN SENSOR L3 1—C] Hunter Pro-C 7 station controller with enough modules for 7 stations I S.0'23'00"E. 75.00' exterior wall mount with multiple _ _ _ _ _ _ Approval Body: Director/ Staff 2 THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE programing, cycle start, and calender program Approval Date 02/10/22 EVENT THE PRIMARY POWER SOURCE IS INTERRUPTED Hunter SOLARSYNC Install Solarsync weather sensor in sunny location that Signature Briake Harkousha receives rain Case Manager 3 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO System will adjust valve run times according to weather ' ENSURE THE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S C I RECOMMENDED PRESSURE RANGE L3 Hunter PGV-ASV 075 3/4" antisiphon valve with 3/4" Amiad Filter, Senniger PR30 pressure regulator, and adaptor to drip tubing 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT (B Hunter PGV-ASV 075 3/4" antisiphon valve for spray sprinklers OF CONNECTION OF THE WATER SUPPLY Run 3/4" Sch 40 PVC pressure line from point of connection to valves 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI L3 N 3/4" manual brass ball valves 15 15 15 I w STANDARD, ASABE/ICC 802-2014 "LANDSCAPE IRRIGATION SPRINKLER AND = o EMITTER STANDARD''. ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST F a Toro 0-15 15' Precision series nozzles with Hunter 6" pop-up 30 psi regulated DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER L3 half pattern is 15' at 30 psi with 1 .16 GPM 20' B.S L I Q M USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 12 Toro 0-12 12' Precision series nozzles with Hunter 61' pop-up 30 psi regulated ; w half pattern is 12' at 30 psi with 0.74 GPM CD 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE 3/41I U THAN 5000 SQ.FT. OF LANDSCAPE AREA - THEY ARE NOT REQUIRED ON THIS L3 1 Nonpressure line - Sch 40 PVC 3/4" unless noted for larger ; 15 15 15 p Q 8' PROJECT WITH LESS THAN 5000 SQ.FT. size - 12" of cover r—_ , zQ " Pressure line - Sch 40 PVC : 3/4" unless noted for I I I I J C) C 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. smaller size - 18" of cover I I �----- ---� I Valve ID Min. dynamic psi at valve CO 8 SEE SHEET L3 AND L4 FOR DETAILS AND SPECIFICATIONS PL LINES UNDER PAVING - 24" deep with sand backfill I I I 1 8 dry Applicaation rate J — "—'•—• — CU 1" Sch 40 PVC pressure line in 1-1/2 " sleeve I i Ac Ac I I HYD p GPM flow � 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 6 GPM AT MINIMUM 45 WI 1-1/4 " gray eec PVC sleeve I I .......... . . . . . . . . : I I �Hydrozone p P.S.I. AT THE POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT I I PATIO i , 2 35 U' co . . . . . . . . . . . . . . . . . . . . THE LANDSCAPE ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME NP 3/411 Sch 40 PVC nonpressure line in 1-1/4 " sleeve I I ) I 4.7 1.0 W _..—..—. VALVES TO REDUCE THE FLOW THRU THE VALVES WITH MORE FLOW). THERE IS 80 G RALCGN PRIVAIY CREENINGLINE I I I HYD 4 CD STATIC PSI IN THIS AREA. IF PRESSURE EXCEEDS 75 PSI AT POINT OF CONNECTION L3 I I CONY PRIVACY SCREENING LIN I INSTALL A WILKINS 600 3/4" PRESSURE REGULATOR I n.� T T T .. . r - �.- t I 3 E �l 3/4'' PE drip tubing with compression fittings - see drip notes • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT ' I . • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I o VALVES TOO CLOSE TO TREES. STAY 8 TO 10 AWAY IF POSSIBLE. DO NOT PUT Drip irrig. at trees - see drip irrig. notes I I I.. . . ........... . . . . .� I o PRESSURE LINES UNDER TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF LO o UNDER PAVING WHENEVER POSSIBLE. ; ' . • • • . . N I I . . . . . . . . . . . . . . . . . . 2ND FLOOR IF YOU INSTALL WEED FABRIC DO NOT 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE. I �' ������••••••••••••�����••••••••� � � � � � � I o . . . . . . . . . .hatched . . . . INSTALL 3/4" TEE AND A BALL VALVE AND RUN 3/4"SCH 40 PVC TO VALVE o i i . . . . . . . . . . . . . . . . . . . . C�'OSS a .. E .1 o PUT DRIP IRRIGATION UNDER IT I : : : : : : : : : : : : : : : : : : : LOCATIONS. KEEP ANTISIPHON VALVES IN INCONSPICUOUS PLACES INSTALLED - I r . . . . . . . . . . . _ . . . . . . . . . . . 6"TO 12" ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP I I I. . . . . . . . . . . . . . . . . . . . • r — I0 VALVES OUT OF PATHS. I W.� . . . . . . . . . . . . . . . Lew is 12 MAKE PROVISIONS TO ADD AN EXTRA CONTROL WIRE TO THE LOCATIONS OF I . . . . . . . . . . . . 1-i L — — — — — — I 4/30/2022 THE VALVES WITH LARGE GPM FLOWS SO THAT EXTRA VALVES CAN BE ADDED IF ' I II I Renewal-e THERE ISN'T ENOUGH WATER VOLUME AVAILABLE AT THE NECESSARY PRESSURE 4 35 I I �.:.:.:. . . . . . . . . . . �.; �?O}e 2� 3.0 drip i I I. . . . _ -._J •r _ _____ _ __ J I ®�' 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE 77, HYD 4 - ' Verify controller location A LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE 5 35 I J ' i with owner I I Point of irrig. I. . . . . . . . I i CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF ' . I 1ST FLOOR WI , connection - install 1.6 drip , I 1ST FLOOR I I C •• I manual brass INSTALLATION. THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN HYD 1 '` ball valve IRRIGATION SCHEDULE FOR NEW PLANTINGS AND MATURE PLANTINGS AND A F.F 102' 4 — . .—. . . —.—.— I Q LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. 6 35 ; 400 ' n l U READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER 0.7 drip W EFFICIENT LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT1-3r l O HYD 3 I 15 I I 0.7 drip HYD 2 � I El U25 FYSB 4) — - - - - - - — — —I W 0_ Drip Irrigation Notes I : NP I U 1 ) SECURE LARGER 3/4'' DRIP TUBING 1" BELOW GRADE WITH 7" OR 11'' I NEW o VEWAY Cn U-SHAPED STAKES 3 FEET ON CENTER OR CLOSER SO THAT THE TUBING CAN BE I MIN WO' ' nn 11 FOUND EASILY BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. I W I � I Q COVER TUBING WITH SOIL AND MULCH AND INSTALL MANUAL FLUSH VALVES ' .. — 12 1 Ex. Privet AT ENDS OF TUBING AND MARK THEM WITH 6 inch VALVE BOXES SO THEY CAN I Tl�' Hedge to BE FOUND EASILY. remain •• ••_.._, Protect with � ------------ 2) RUN LARGE TUBING OVER AND NEXT TO ROOTBALL OF ALL PLANTS TO NP 1:1E1 ' plastic constr. fence n l MINIMIZE LENGTH OF SMALLER 1 /4'' TUBING. SECURE EMITTERS ON 3/4" TUBING I W LO _ (N)1-1/2"WATER011 AT PLANT ROOT BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF 1/4" ; ----------- SERVICE LINE C� 12 1 PER FIRE CAL. O TUBING TO OPPOSITE SIDE OF ROOT BALLS. INSTALL STAKES ON 1 /4" TUBING AT .—••NP _ _ _ _ _ _co� 12'' ON CENTER AND COVER TUBING WITH 1" OF SOIL PLUS MULCH. — - - - - - - - - - - - - - - - - - - - 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF .I S.0°23'00"E. 75.00' THE EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER -NP THE ROOTBALL. 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN FM n FLOW BETWEEN 10 PSI AND 40 PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT ..................................................................... ................................................................................................................................................................................ ........................................................................ ....................................................................................................... I I _ I II AT STEM). USE AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE 1 /8 - 1 -O THE ONES THAT 1/4 TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY 01 41 8, HAVE A HIGHER DISCHARGE RATE AT STARTUP REQUIRING LARGER PIPE SIZES. EMITTER SCHEDULE:TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) O,L LY TBM-0-EL= ��� ������ ( 60) R/W ) EL=100.00 THREE 1 GPH EMITTERS AT MEDIUM SHRUBS DV,LP,N,LP,SL,RF, EXISTING PRIVETS FOUR 1 GPH EMITTERS AT LARGE SHRUBS LN WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME OVER ROOT BALL (NOT RIGHT ON STEM) AND SOME OUT UNDER FUTURE CANOPY. SPACE EMITTERS EVENLY IN "I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied Date 9/23/21 ROOT ZONE AREA. them for the efficient use of water in the irrigation design plan" FOR TREES INSTALL FIVE 1 GPH EMITTERS ON AND AT EDGE OF ROOTBALL AND 6(L�is Drawn Greg AN AN ADDITIONAL fifteen 1 GPH EMITTERS AT 2 FOOT GRID UNDER FUTURE Drawn Greg Gregory Lewis - Landscape Architect Lic. #2176 9/23/21 CANOPY Job Sheet L2 of 6 Revision Communi y Development Department Planning Division — Cupertino Use bolt on lid Mark lid with "Irrig. Gate Valve" Use bolt on lid CaseNO# R-2021-053, t APPROVED Gate valve or water meter Mark lid with "Drip Flush Valve" ArborTie nailed to stake Case same size as pressure line Flush Valve 2"dia. Lodge Pole or equivalent- 18" Approval I Body: Director/Staff PVC Male Adapter in solid ground placed outside rootball Approva I Date 02/10/22 I H Mlpt x Slip and plumb Signature Bria�ne Harkousha Sch 40 PVC pressure line ArborTie nailed to stake Case Manager Mulch (3"deep) pulled 3 inches away IIII from trunk IIII I I PE driptubing buried 1 deep — ` I Top of rootball to be 2 inches above g p — surrounding soil level — Run next to rootball of each plant= � � — Temporary N � Bricks under valve See drip irrig. notes 4"high berm for water basin at edge of 3" deep gravel box corners Space emitters evenly around plant 6" deep gravel root ball 2" clearance on top of and at edge of root ball CD Use as little 1/4" tubing as possible — M Manual Gate Valve A Agriform Plant Tablets 21 gram U A No Scale Drip Emitter and Flush Valve E _ Backfill-native soil C) co NO Scale — — Plant pit to be 3 times wider than the plant Q "a� IIII I I container-it's not shown to scale on dwg W Z o _ _ Mulch — I — I —11 IIII= v Q Lateral - nonpressure line See plan for distance from paving and building =IIII —IIII o 12" cover �I z 0 18 12" Main - pressure line - 18" cover = J 1) 8-12 hours before installation,water all plants while still in containers sufficiently to L U) c OF direct burial wire 24 V - tape Top of head flush with grade thoroughlywet root balls and bundle wire every 10 feet 2) Dig hole at least 2"less deep than the container and 3 times wider than the W IIII IIII diameter of the container the plants were delivered in. _J — = Use 6" deep sand bedding and 6" 3) Gouge holes in the side of the plant pit-2 holes per sq.ft.of wall surface } a deep sand backfill in rocky soils IIII I I 1111. 4) Remove rootball carefully from container with support from below. Sever any circlingMroots (3/16"dia.or greater) with sharp knife. Do not pull roots apart. The severing of large r� Snake lines in all trenches IIII roots will encourage new roots at the cuts. Install enough backfill under root ball so top of CD Sch 80 nipple w pp rootball ends up 2"above grade of surrounding soil when it settles, Install some of fertilizer � Vehicle paving PVC tee or ell on packets under root ball. 0f Hunter 12" swing joint lateral line 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel All lines to have min. 24 cover to allow height Of handle or feet being careful not to disturb root ball 24 Hunder vehicle paving with 6" b Put A riform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole sprinkler to be adjusted ) g ) compacted sand bedding and and to protect lateral line (5 tablets per 15 gal.or 5 tablets per 1 inch of caliper width. Fill the remainder of the hole _ _ compacted sand backfill with backfill and pack it. Provide minimum 3 clearance 7) Water tree thoroughly by filling the basin and allowing the water to percolate in,doing a._:.=:�.=.� this 3 times or more until root ball and backfill is wet 6" between lines 8) Install stakes such that the stakes and the tree ties won't damage the tree and the Po -U Sprinkler stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below IIIIIIII F branches that could be rubbed by stakes. Install stakes so they are straight up and don't No Scale lean in to each other Trenches/Lines Tree Planting No Scale B 3/4" Drip Tubing next No Scale to rootball of each plant Emitters �°� Valves for spray sprinklers do not require filter and regulator 2 emitter No.2176 Combination atmospheric vacuum breaker/ plant Mulch 3"deep) pulled 2 inches away from stems �f (,wecontrol valve with flow control and with or short 1/4" tubing gnalure without auto. control as noted on plans Temporary 4/30/2022 Rene-ID'e 4 emitter 4''high berm for water basin at edge of root ball %23 2/ Dat plant Slow release Agriform plant tablets ?8 4 Filter Water proof connectors such as DBI II II 1 gal plant-2 tablets per plant 1 emitter M6 5 gal plant-3 tablets per plant plant — 15 gal plant-6 tablets per plant Bottom of antisiphon valve minimum 6 When plants are installed on a III ` ` ` ` ` . � . ` . ` ` ` above highest downstream sprinkler p Backfill-native soil or emitter slope locate most of emitters Regulat IIII ` ` ` ` ` ` ` ` ` ` ` ` ` Native soil du out 2 times depth of container on the up slope side of the plant _ iil�l I Il I I g p Q Plant pit at least 3 times diameter of container r 1 FOLLOW DRIP IRRIG. NOTES 1) 8- 12 hours before installation,water all plants while still in containers sufficiently �J Sch 80 PVC risers to thoroughly wet root balls Q DripEmitter Placement at Shrubs/ 0 r'` 2) Dig the plant hole at least 3 times the dia.and 2 times the depth of the plant container. V No Scale Ground Covers V 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be To sprinklers Sch 40 PVC pressure line and OF direct such that when the plant is installed and settled it will be slightly above grade of existing soil. Fill hole with water. Q) burial control wires as per specs. 4) Remove rootball carefully from container by tapping out, not pulling out by the stem. Q 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. / 1 5) Install fertilizer packets under rootball of plant. Set rootball on prepared surface and �.J Auto. Antisiphon Valve fill hole to 1/2 the depth,tamping soil around rootball. Fill hole with water. Lon 6) Fill the remainder of the hole with backfill and pack it but do not tamp rootball. with Filter and Regulator for Drip 7) Make the water basin. W No Scale 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the rJ.,0-0 Q water to percolate in,doing this 3 times or more until root ball and backfill is wet 9) Install mulch Install as per local code and manuf. instructions - Secure Shrub Planting controller to wall with suitable anchors as approved by No Scale rl inspector C>1 0 Controller- see legend on irrig. plan O Weather proof 120 V junction box Electrical conduit and wire from source of power 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 77- LANDSCAPE Wall Mount Controller D DETAILS No Scale Date 9/23/21 Scale As Noted Drawn Greg Job Sheet of 6 L3 Revision Communil y Development PH-AAtmiUNIbITIONS - SOIL PREPARATION, PLANTING, AND IRRIGATION PART 2 - PRODUCTS Planning Division - Cupertino 3.6 TESTING 1.4 GUARANTEE C. Contaminated Soil - Do not perform any soil preparation work in areas where 11 QUALITY ASSURANCE: soil is contaminated with cement, plaster, paint or other construction debris. . CuPERTINQ APPROVED 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 R-2021-053 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 Case # 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 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 1-11 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 this section. that excessive compaction will occur, nor when it is so dry that dust will form in Approval Body: Director/ Staff 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 B. 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 Approva I Date 02/10/22 asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger P P the plans and specifications and to notify the Architect of any discrepancy prior P.S.1. If available static water pressure is under 100 P.S.I., provide suitable reasonable measures for protection of the plants. necessary, to bring soil to an optimum moisture content for tilling and planting. Signature Bria�ne Harkousha pipe is specified in the irrigation legend. For joining, use a solvent complying P P P +^ ^�^'^�'�^ products or commencing with the work. um for tests. Fill pipelines slow) to avoid pipe damage, and bleed all air from Case Manager with ASTM D2466 and recommended by the manufacturer of the approved pipe. Pipe is pump P�P Y P�P 9 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT C. Check and verify dimensions, reporting any variations to the Architect before to be continuously 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 A. Request a review by the Owner's Representative to verify specified limits and 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 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 co 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 U 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 of M co 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 U-) 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 co 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 0the 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 top 6" to 8" of soil until they are thoroughly mixed in. Hand work areas u: CZ 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. 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 r` 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. g P P y g 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 notedCgp�p 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.2»6 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 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 specifications, the contractor shall immediate) call attention of the bury ground cover with mulch. Place and settle mulch in such a way that it does ,;y; or s , P Y ll the ttntin 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. eewa��ae 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 9 / Organic matter to be less than 1" did. Do not use mushroom compost. Date 3.3 INSTALLATION OF PIPE 3.6 WEED CONTROL 1.9 INSPECTIONS/REVIEWS DEFINITION 1.2 QUALITY ASSURANCE No noxious weeds are allowed. 01 d-LI 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 compound carefully and smoothly placed on the male threads only may prefer hand weeding to chemical weed control although it is usually more contractor in any way from his responsibility for the means and methods of 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, 7. COMPACTION ' 1 throughout the system. expensive. v larvae, excessive i n I r r I a. Compact the soil enough so it doesn't settle more when walked on and not construction or for safety on the construction site. Inspection or observation eggs, a vae, a cess ve abrasions, sun scalds, o other objectionable p g On plastic threaded connections use the sealer recommended by the manufacturer will be done by the Landscape Architect only if requested by the owner in writing. C. 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 of the plastic valve or fitting. Do not use paste sealer products on plastic 3.7 MAINTENANCE O This service will require a written contract for additional fees. 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. 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. D. Connections and controls shall be functionally as shown on the drawings, but root s B. Maintenance will include: ystems 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, 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 n 1 hydraulic friction. Install lines in planting areas whenever possible. spraying, insect, pest, fungus, and rodent control, and any other operations to W 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 assure good normal growth. All plants not conforming to those requirements will be considered defective, opposite. 2.5 ORGANIC MULCH 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, (`.Jl PART 1 - GENERAL removed from the site and replaced with acceptable new plants at the Contractor's 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 L ! nV; � ` 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 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 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 in writingto be free from defects in material and workmanship for period of one G. Place backfill in 6" layers such that there will be no settling. The top 6" of 4. Ground cover is to have well developed roots and foliage. It is to be grown in the use of approved insecticides and fungicides. Moles, gophers, and other p p P 9 9 than 1/2" diameter. In heavy clay soils or other soils with large clods this will � soil is to be the top soil and soil amendment mixture. All backfill shall be free rodents shall be controlled by traps, approved pellets inserted by probe gun, or year from acceptance of the work. The guarantee shall include repair of any trench and delivered to the site in flats. require mixing the backfill in a stockpile at the site or at the supplier. For n 1 of rock and debris. Test pipe for leaks prior to backfilling joints. Obtain other approved means. W LO 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 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 soils and imported soils to be used for the top 12" or more of landscape area. C)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 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 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. 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 2. Agricultural suitability including any excess problems; i.e., salinity 1.4 WATER PRESSURE 3.5 ELECTRICAL WORK irrigation, the soil surrounding the plant pits can be moist while the pH level sodium boron, , , . A. The line voltage work shall consist of connecting the controller to the nearest (calcium, 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 shall be provided throughout the system to assure that no wiring will be under and roper installation, as selected b the lab staff or an approved horticultural consultant should be included in the P P y the Contractor sub j J ect to the a pp royal of Owners Representative (in writing) to make a preliminary inspection. The 30 LANDSCAPE 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 SPECIFICATIONS before excavating. Take all precautionary measures necessary to avoid damaging additional chemicals and amendments that are required that are not already included 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. 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 9/23/21 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 L4 of 6 Revision Communi y Development Department Planning Division — Cupertino I CUPERTIN4 APPROVFD 622 sf HYD 1 Case # R-2021-053, S.0°23 00 E. 75.00 Approval Body: Director/ Staff Approva I Date 02/10/22 Signature Briake Harkousha Case Manager co I— o N W W W W W W W W W W W W U W W W W W W W W W W W W W w W W W W W W W W W W W W 1492 sf L: CD W W W W W W W W W W W W W =W W W W W W W W W W W W HYD 1 O (U)I�. 0) W W W W W W W W W W 26' U.S.LW �+ M W W W w W �YY v n co W W W W W W W 1 1 1 co W W W *1 S)M' `450rsf W W W W W I..L L W W W W W �l(�D W W W W W W Q C� W W W W W T W W W W W W W U O COW W W W W W W W W W W W W v, Z N J ` n C c � )� c � co W AC AC � Y . I O M 486 sf HYD 1 PATIO i co 0 . . . . . . . . . . . . . . . . I W . . . . . . . . . . . . . . . . . , 01� (D BALCO PRIVACY CREENINGLINE CONY PRIVACY SCREENING LIN � I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Hydrozone Summary 'I / O , I . . . . . . . . . . . . . . . . . . . . . .� HYDROZONE - DESCRIPTION GPM SQ.FT. OF TOTAL C1' ' I 2ND FLOOR . . . . . . . . . . . .' N VALVES � .. . . . . . . . . . . . . . . . . . . I ` il . . . . . . . . . . . . . . . . . . . � I. . . . . . . . . . . . . . . . . . . .\. ` � � p . . . . . . . . . . cross hatched)----..-------- o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � - 236sf HYD I - 2,5 DRIP, LOW WATER SHRUBS 3.4 3636 80% o � ;. HYD I it �r. O� O) � I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II HYD 2 - 1 DRIP, MED WATER SHRUBS 0.7 261 6% N HYD 3 - 6 DRIP, LOW WATER TREES 0.7 50 l% .� � � L — — — — — — — . . . . . . . F.S 100.75' i I 4/30/2022 . . . . . . . . . . . . . I I Renew°I J'e HYD 4 - 3,4 SPRAY, HIGH WATER LAWN 7.7 594 13% H2O}e 2/ J Ch W W it fir — - - - - - - J ®� TOTALS 4541 100% L - 1ST FLOOR 1ST FLOOR Areas are calculated using autocad software F.F102' ____ JJ Q 400E U paving FYSB 64 sf F.S 100.5' ` 3.4 porch HYD 1 U � pavingg FYSB 25 sf 144 front pa HYD 3 i Impervious Paving In Frontyard Setback 25' �YSB nl a� IMPERVIOUS PAVING IN 25 FOOT FRONT YARD SETBACK CANNOT EXCEED 40% �✓ (front property line is more than 60 feet) 61 sf HYD 2 U TOTAL AREA IN FRONT YARD SETBACK = 25x75=1875 sq.ft. • 1875 x .4 = 750 max. impervious paving in front yard setback 64 path �/'� paving FYSB 353.2 sf 4� paving FYSB > Driveway 20 x 17.66 = 353.2 sf W W W W W kX Ex. Privet Q Driveway 19 x 7.33 = 139.3 sf W Lawn W Hedge to Porch 23.4 x 1 = 23.4 sf W Wl�`Xl]Z -144 sf" remain Front path 24 x 6 = 144.0 sf W W Hob 4W W Front path 16 x 4 = 64.0 sf 614 sf W W"',W' W W -w-W v (N)1-1/2"WATER HYD 1 W W W W SERVICE LINE PER FIRE CAL. Q') W W W W M Total impervious paving in FYSB 723.9 sf/ 1875 sf = 38.6% OK -- W W W Icy') PLC � 122 sf S.0°23'00"E. 75.00 139.3 sf HYD 1 paving FYSB ................................................................................... ............................................................................................ ........................................................................ ....................................................................................................... 1 _ 25 sf HYD 3 01 41 81 HYDROZONE TBM-0- JUDY AVENUE ( 60) W PLAN EL=100.00 IMPERVIOUS AREA DIAGRAM Date 9/23/21 Scale As Noted Drawn Greg Job Sheet L5 of 6 —Ee-min a ni t - e I a - e nt D e r-t m e-n- Planning Division — Cupertino CV II1RTINQ APPROVED Case # R-2021-053, A prova I Body: Director/ Staff i pprova I Date 02/10/22 5 E nature Brianne Harkousha Ga s Case Manager 0.5 Y V R 'W V) D O � � J W O U) 06 Q rn � z o0 o = O � M 0- 2 OU O12� � O LL LU Z U J H a � Om <71 J11111ILL11111LILLU Ev 0000 0o O � 0000 00 Q C� 10381 JUDY AVE N 10409 J U DY AVE z Vo � N A M E : STREET SCAPE UCIO S C A L E : 1/8"=V-0" Q ^ U o Q `n REVISION DATE 0 0 0 DRAWN B Y: JIACHENG(JACKSON) LIJ LEED GREEN ASSOCIATE JOB: 121 12���C�/l c�D� SIGNATURE: SCALE: 1/8"=1'-O" STREET SCAPE