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R-2022-010, RM-2022-005 - Approved Plan Set CFEom�nu�it -Dedelo- me-nt De-a-r-tme-R Planning Division - Cupertino ilIRT 0 APPROVEDPROJECT DATA CONSULTANT LIST Ca se# PROJECT Lo A2D22-010, 18690 NEWSOM AVE . CUPERTINO 95014 PROPOSED JURISDICTI OUNTY OF SANTA-CLARA 2019 CALIF. BUILDING CODE DESIGNER: STRUCTURAL ENGINEER: SOIL ENGINEER proV I"��Uy UbPRMYP/E8taff NEW CONSTRUCTION 2019 CALIF. RESIDENTIAL CODE JACKSON & PARTNERS WESLEY LIU ENGINEERING GARY HSU RESIDENTIAL 2 NEW CONSTRUCTION d, � 08/17/22 375 30 004 2019 CALIF. PLUMBING CODE 3561 HOMESTEAD ROAD #1100 7246 SHARON DRIVE # O CAPEX ENGINEERING d �p FIRE SPRINKLER SYSTEM: FULLY SPRINKLER 2019 CALIF. MECHANICAL CODE SANTA CLARA, CA 95051-5161 SAN JOSE,CA 95129 650.701-6681 a H S nature � ur Emi Sugiyama 650.861.2039 408.973.1839 FOR HARI & JOANA LOT3'TZ �3Wb`�— 2019 CALIF. ELECTRICAL CODE � � ol Case Manager JACKSONSPARTNER@GMAIL.COM WESLEYLIU@YAHOO.COM o N W., ZONING: 12019 CALIF ENERGY CODE x 18690 NEWSOM AVE CUPERTINO 95014cc OCCUPANCY 1 2019 CALIF. GREEN BUILDING LANDSCAPE ARCHITECT: PROPERTY OWNER TYPE OF CONSTRUCTION: V-B-FULLY SPRINKLER STANDARD CODE Greg Lewis LANDSCAPE ARCHITECT JOANA MARIA & HARI REDIAWAN LAND USE LOW DENSITY(1-6 DU/AC) CUPERTINO MUNICIPAL CODE Greg Lewis 18890 NEWSON AVE CA CUPERTINO 95014 FLOOR AREA RATIO CALCULATION: BUILDING COVERAGE CALCULATION: (831) 359-0960 hari.rediawan@gmail.com MAX F.A.R:45%(6,300)=2,835 SQ.FT MAX COVERAGE:45%(6,300)=2835 SQ.FT+5% FIRST FLOOR: 1,488 SQ.FT OVERHANG(3150 SQ.FT) GARAGE: 467 SQ.FT FIRST FLOOR&GARAGE& PORCH:2435 SQ.FT MANUFACTURE CONTACT LU U) TOTAL:1,955SQ.FT SECOND FLOOR BAY WINDOW:33 SQ.FT . EAGLE ROOFING (800)-998-3245 EAGLEROOFING.COM D SECOND FL00R:874 SQ.FT EAVES OVER HANG:310 SQ.FT 0 GAF ROOFING (877)423-7663 GAF.COM Q PROPOSED F.A.R:2,829 SQ.FT(44.90%) ADU 496SQ.FT • VELUX SKYLIGHT VELUXUSA.COM Al 496 SQ.FT PROPOSED COVERAGE:WITHOUT Al FIRST/21ND FLOOR RATIO: 874/(1488+467)=44.7% 2,778 SQ.FT(44.09%) 3,274 SQ.FT(51.9%)WITH ADU (n z Q SETBACK REQUIREMENT: FIRE NOTES � a0 o REQUIRED PROPOSED REQUIRED PROPOSED Q M SETBACKS 1ST FLOOR 1ST FLOOR 2ND FLOOR 2ND FLOOR AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT NEW BUILDINGS Q C-6 FRONT 20'-0" 22'-10" 25'-0" Tn AND STRUCTURES WITH GROUP R FIRE AREA. PER REQUIREMENTS OF CFC 903.3.1.3 AUTOMATIC SPRINKLER ZO 28'-6 z O Q LU SYSTEMS IN ONE-AND TWO-FAMILY DWELLINGS, AND TOWNHOUSES SHALL BE INSTALLED THROUGHT IN REAR 20'-0" 25'-8" 25'-0" 27'-2 2 ACCORDANCE WITH NFPA 13D. - - = o W MIN 5'/10' O 11 O7 RIGHT 7'-0" MIN 15' 16'-6" � O � � COMBINE 30' COMBINE GROUP U PRIVATE GARAGES AND CARPORTS ACCESSORY TO R-3 OCCUPANCIES- CARPORTS WITH C) LEFT MIN 5'/10' 5'-4" MIN 15' 17'-11" HABITABLE SPACE ABOVE AND ATTACHED GARAGES,ACCESSORY TO GROUP R-3 OCCUPANCIES SHALL BE COMBINE 30'COMBINE PROTECTED BE RESIDENTIAL FIRE SPRINKLERS IN ACCORDANCE W/THIS SECTION. RESIDENTIAL FIRE SETBACKS Al REQURIED PROPOSED SPRINKLER SYSTEM SHALL BE CONNECTED TO AN INSTALLED W/AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER REAR: MIN 4'-0" 7'-3" SYSTEM THAT COMPLIES WITH NFPA 13D SPRINKLER SYSTEMS AS AMENDED BY THE CITY OF CUPERTINO. LEFT: MIN 4'-0a 5'-4" FIRE SPRINKLER SHALL BE RESIDENTIAL SPRINKLERS OR QUICK RESPONSE SPRINKLERS, DESIGN TO PROVIDE ° A MINIMUM DENSITY OF 0.05 GPM/SQFT(2.04mm/MIN) OVER THE AREA OF TE GARAGE AND OR CARPORT,BUT RIGHT: MIN 4' o" 38' 22 NOT EXCEED TWO SPRINKLERS FOR HYDRAULIC CALCULATION PURPOSES. GARAGE DOORS SHALL NOT BE LOWER ELEV POINT AT BUILDING EDGE:101.89' CONSIDERED OBSTRUCTION WITH RESPECT TO SPRINKLER PLACEMENT. . ' HIGHEST ELEV.POINT AT BUILDING EDGE: 102.38' AVERAGE FLOOR ELV.POINT:102.135' 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 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 �.� uj STRUCTURAL MEMBERS AND A MAX. DISTANCE OF 14 INCHES BELOW DECK OF THE EXTERIOR BALCONIES AND 1. NEW TWO STORY SINGLE FAMILY HOUSE WITH A TOTAL LIVING SPACE OF DECKS THAT ARE CONSTRUCTED OF OPEN WOOD JOIST CONSTRUCTION. 2,362SQ.FT(1,488 S.F 11 FLOOR/874 S.F 2ND FLOOR)WITH NEW 2 CAR GARAGE OF SPRINKLER PERMIT(NEW) SUBMIT SHOP DRAWINGS AND PERMIT APPLICATION TO THE CUPERTINO FIRE ,^ — P t I'lll j�l I� 'I l O 467 SQ.FT TOTAL 2,829 SQ.FT F.A.R AND AN ATTACHED ADU OF 496 SQ.FT. DEPARTMENT FOR APPROVAL BEFORE CONSTRUCTION. A COPY OF THESE PLAN CHECK COMMENTS WILL BE 2. DEMO EXISTING HOUSE OF 1308 SQ.FT WITH CARPORT REQUIRED AT THE TIME OF PERMIT APPLICATION. ` J 3. SOLAR PANEL TO BE DEFERRED SUBMITTAL AND UNDER SEPARATE PERMIT Q WATER SUPPLIES AND FIRE HYDRANTS. THE REQUIRED FIRE FLOW SHALL NOT BE LESS THAN 1500 GA PER MIN T' ° 4. FIRE SPRINKLER FOR MAIN UNIT AND ADU UNDER SEPERATE PERMIT. AT 20PSI. THE FIRE FLOW SHALL BE AVAILABLE FROM 1 FIRE HYDRANT.THE MAX.DISTANCE FROM ANY POINT n; a, i am CC y 4 , ON STREET OR ROAD FRONTAGE TO A HYDRANT IS 250FT. FIRE HYDRANT LOCATION:WHERE A PORTION OF OF THE FACILITY OR BUILDING HEREAFTER CONSTRUCTED OR MOVED INTO OR WITHIN THE JURISDICTION _ ; - - - _ V IS MORE THAN 400 FT FROM A HYDRANT ON A FIRE E APPARATUS ACCESS ROAD, AS MEASURE BY AN APROVED � �� n I _ - - - - ROUTE AROUND THE EXTERIOR OF THE FACILITY OR BUILDING, ONSITE FIRE HYDRANT AND MAINS SHALL BE �F PROVIDED WHERE REQUIRED BY THE FIRE CHEF, �- Uj Al COVER PAGE FIRE ACCESS: THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY ! - Z rI - WITH THE REQUIREMENTS OF THIS SECTION AND SHALL EXTEND TO O A2 SITE PLAN WITHIN 150FT OF ALL PORTIONS OF THE FACILITY AND ALL PORTIONS IDEMOLITION PLAN OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS T Q A3 PROPOSED FIRST/2ND FLOOR PLANS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE 0 A4 F.A.R DIAGRAM BUILDING. 7 (� L 1 STIR STREET-SCAPE V o � A5 PROPOSED WEST/EAST ELEVATION c sa _--- A6 PROPOSED NORTH/SOUTH ELEVATION GENERAL NOTEco A7 PROPOSED ROOF PLAN 1.APPROVAL OF THESE PLANS DEOS INTO RELEASE THE OWNER END/ORLo A8 SECTION PLAN CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF SU-1 BOUNDARY&TOPOGRAPHIC SURVEY MISTAKES, ERRORS, OR OMISSIONS CONTAINED THERIN. IF DURING THE - LO LANDSCAPE DOCUMENTATION COURSE OF CONSTRUCTION IMPROVEMETNS, PUBLIC INTERES REQUIRES - k OR TOHDEREATION OF/OR A DEPARTURE FM THE IM IMPROVEMENT PLANS, THE CIRTOY ENGINEER SHALL TY FHAVE IOTHE L1 PLANTING PLAN I L2 IRRIGATION PLAN n ylk + I v1 Me AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO L3 DETAILS SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER. LANDSCAPE SPECIFICATIONS L4 2.CONTACT PUBLIC WORKS, FOR INSPECTION OF GRADING , DRAINAGE _ AND PUBLIC IMPROVEMENTSti, P 3.ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR OCCUPANCY 3 p . 'N M1; r1x�r { REVISION DATE 4.CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK S Via" IS LEFT IN A CLEAN CONDITION 5.CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTIO PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING TREES. 6.UTILIZE BEST MANAGEMENT PRACTICE(BMP'S)AS REQUIRED BY STATE WATER RESOURCES CONTROL BOAD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL 8.ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUD. 9.PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE IN APPLYING FOR AN ENCROACHEMENT PERMIT FROM PUBLIC WORK DEPARTMENTS. PROJECT MAP ,�y' L JIACHENG(JACKSON) LU �y « Ave Lo�Y1a DRAWN BY: rtiiic High School = �� l;nr-vr _ as LEED GREEN ASSOCIATE @CD a, - DJ Sedgwlck r a x a Elementary School y a d Strawberry. JOB: 02222022 3Tk 1I wesrdale Dr p'°`" RINCONADA RANCHOy`' � MtttyWay SIGNAT Archbishop,Miny� m G High;S�hool ®�y9r° rugyrnave : Mill p ALL EXTERIOR WALL LIGHTINGS SHALL COMPLY WITH CMC w o C d �crc,Lk ForesiVlexpr CHAPTER 19. 102 F R LA AND LIGHTING HTI N STANDARDS. . SCALE: N/A R School h erg9,Ln d CO GLASS S G G S S a ,o� 2¢' Fares}Glen Ar r r� r7 Hannu pr Superior Plumbing ?� COVER PAGE DEFERRED SUBMITTAL Ife fe e1 s c Hunan Impression Dr Hmbelyy� p on 4 � re. tast[ewunr x `"'°� ° NO A/C UNITS WILL BE APPROVED AS PART OF THE PLANNING Amap°fa Dr �� m� a` m � FIRE SPRINKLER PRIOR TO INSTALLATION Nelson S.Dilworth� TnrAlnspr a Elementary School 4 4 I� PERMIT APPROVAL. a g r a PV SYSTEM INSTALLATION AND PERMIT { h S I I, - ROGEF Friar Way hf� D°Y/gRa 'OW,�.�pAFc AQUIN MILLER Murdock-Portal Elementary School loan_ � ass°r LYNBROOK School MurWEST SANIJOSE g -Go-min a nit - e I a - e nt De r-t m e-n- Planning Division - Cupertino CV 11RTINO APPROVED Case # R-2022-010, A provaI Body: Director/ Staff i pprova I Date 08/1 7/22 I S natur-e Fmo Slmiyama CC U Case Manager C 0.5 Y V R NEWSOM AVENUE (501) w U) 220 ']E 22249' M®IY TiE Q W 0 Ln 0 � w _ zz ROLLED CURB p Q z a = O w O 00 NEW DRIVEWAY U SIDEWALK MAX 8RPERCITY 5�0�� 005 �I�OACH CS �� ILL ISH GRADE WV 0 WM STD DETAIL 1-21 S82' "E 60.W I TREE TYPICAL FENCE DETAIL l :—- 6 SCALE 1"=1'-0" 'LAWN 0 2 FRONT +°\ ° Y RD THE Y _ � - IN 24' BOX 6'H HTw ,k o_' _X,- �o° TREE I + NEW DRIVEWAY 5" Y MIN 20'X20' �� v ,p� ��---- Tr, r' 'L LU HINKLEY EXT R BIDT R E E F 1--mm N — —— ————N F.S 40232' ——— U) - ---' >> r 'L I "It ; d da =oI I Q U — — —4-4— — — — — — F 1 a 6'WITH GATEN W OD F 6'W a Q 1 RST FL I a �- -- -- F.F 103.72' Om S 102.26' r 7 J (Il io ✓ - `.J LU 2 co Uj `O V 0. `- 1 w o : 1 LL wo Z ZW a °a ' ; Q I a °o I � O a • NEIGHBORING a -j \'F.S102.4r , a ;+°o�� z HOUSE 2ND FL S CK TYPICAL FENCE DETAIL V C0co i + . I I I i I i 2 VJ SCALE - NEIGHBORING U c) 11 HOUSE Q 2ND FLOOR �' TF BK R� ST FIL F.F'I zi 2ND FL S.BA I 1 m' I REVISION DATE F.S 103.47a I 1 d Q I RI T FL .BA K 2 1 a - COVERED PATI - ° d d a x l L L1 L1 L d d °a4 g ° ILI IYI 41 ° \ a a - O I \ I p LL Oil SITE PLAN NOTES: Oi ------------ ---------------- ------ 0 HINKLEY EXTERIOR LIGHTING SEE SPEC SHEET F.S 102.22' I WHERE SHOWN ON PLAN I \ \\ a� CONTRACTOR/LANDSCAPE ARCHITECT TO VERIFY THE MINIMUM BOX SIZE,MINIMUM HEIGHT,AND SPACING REQUIREMENTS Q I \ Y FOR ALL PRIVACY PLANTINGS TO COMPLY WITH THE PRIVACY SCREENING \ JIACHENG(JACKSON) LIJ Q Cb DRAWN B I' LEED GREEN ASSOCIATE 6 I +� IMPERVIOUS AREA LIMITATION: / I \ LLLL 11 a MAX IMPERVIOUS AREA SHALL BE 50%OF THE FRONT YARD AREA. �i JOB: 121 1 20/-/l 50/l ��. \\ � � I " FRONT YARD IMPERVIOUS CALCULATION:39.9°/O. (J / a CN a SIGNATUR . + I ® (N)6'WOOD FENCE LINE L� - --- -----------+--J 38'-21" _ _ _ - PROPERTY_LINE SCALE:1/VQ " 1,_D„ 1 RSTI FL S.BACK �5 +�0 �C� °L i—zi4 +\° (E)WOOD FENCE 6'TALL - -- -- -- -- -- -- -- 0ORYE 6X � PROPOSED SITE PLAN —Go-min a nit - e I a - e nt De r-t m e-n- Planning Division — Cupertino 4V-111" CV II1RTINO APPROVED 20'-91° Case # R-2022-010, A prova I Body: Director/ Staff 7'-22" ._ ., i pprova l Date 08/1 7/22 _ ENTRY PORCH tea, v 5 E nature Emi Su i ama 11'-6"C.H i1I s Case Manager 12'-1 c �, Y 8050S.L m 1280 3080 1280 - o CD N CD 16'X7' GARAGED OR 2CAR GARAG= J L - W _ (n MIN 20'X20' , I 10'-0"C.H r ENTRY Y I OFFICE 16 , 10-6 C.H 10'-81 O_ ,_ " I I - - - '- J/ Cl-I / 60o5 0S.L o NcNfl - o = CCCW F- — — — — — — — � -- 5__o _ _ Z >O _ 3-81 N U) O PANTRY 10'-0"C.H LLJ — LAUNDRY n (If LLJ 04 I 1,0'-0"C.H 6050S.L 10' "C.H 2 O W i - - O �r- 10 O 60 X ILLm FRD N BED2 N 10'-0"C.H BED3 10'-0"C.H KITCHENI ° 10'-0"C.H U BATH 3 � 10'-0"C.H o N '_ " DEW I Area 874 SF N W. 0 1 -0 Z El2 2 — — — — — — O _W O O A_a BATH 1 N SKY � r , 0'-0"C. I I 1 r - U 13'-111" I 2030 N I I SKYzo - vi � BED 1 Om A_a Area 1 - 10'Ll 1961 SF I 0 V I LIVING/FAMILY w - 10' 0"C.H N � - � U z I - O f�ST.BATH(4) C� _ _ O I o r N ti N I 0 01 ® J2020SK - - - - - - - - - - - I z l �� O Q M — — — — —I — — 1 m1 oo 0 CDMAST.BED z o '- " I I �i BED4 O c> L - -I Cl- - - - - - - - - - - - - - - - - - - - - — '- 10'-0"C.H r^ 9050S.L I Cl) -' co 1 I 14'X8'SLIDING DOOR 4 30S.H U Q LO = I I `�° 1 - I _ 01"3'-1 3'-1 01„ - v O 00 1 _ - - - - - - - - - - b N 1 ,- " 1 - N Area o I COVERED PATIO 0 1 10'-0"C.H 496 SF 1 I 8080S.L.D REVISION DATE ADU KITCHEN/LIVI G 1 1 _ 10'-0"C.H 1 _' - N - O 1 L — — — — — — — — — — — — — — — -- �i metal guar 00 '- '- " ti etal guard rai rail 42" 00 42" 0 DW —o 0 - o u) IT ° N M CD - N 0 M 14'-11171" 22'-111" — N — N A M E : PROPOSED 2ND FLOOR PLAN DRAWN BY: JIACHENG(JACKSON) LIJ S C A L E : 1/4"=V-0" LEED GREEN ASSOCIATE JOB: 121 12020 SIGNATURE: N A M E : PROPOSED FIRST FLOOR PLAN SCALE: 1/4"=1'-0" S C A L E : 1/4"=1'-0" PROPOSED FLOOR W/H 8050S.L PLAN 76'-7" 6'-5" 16-51" 47'-7-" 15�— —G&Fn nunit - eIo meet De- r-tme-nt Planning Division — Cupertino CuHRTINO APPROVED Case # R-2022-010, LOT AREA: 6,300 S.F Ar provaI Body: Director/ Staff ❑ ❑ ❑ ALLOWABLE F.A.R 6,300 S.F *0.45=2835 S.F pprova l Date 08/1 7/22 9 * * 0 ALLOWABLE COVERAGE: 6,300 S.F 0.45+6,300 S.F 0.05=3, 150 S.F 5 nature Emi Sugiyama =i 128 SF ad a Case Manager FIRST FLOOR wo p.y Y V R 20'-91" 11'-34" 11'-7'" = 1 8'-6 "x 15'-6" 133 S.F 2 12' 2 12'-7�"x10'-31" 130S.F 158 SF 2 2 8'-6�" 3 13'-2 2"x7'-31/2" 96 �C B 4 23'-6 2"x7'-5" 175 S.F Uj 1 2 90SF 5 20'-11 "x22'-4" 467 S.F GARAGE o 133 SF 130 SF = 6 47'-7 2"x20-2 2" 954 S.F � 41-611 7 16'-5 2"x30'-2" 496 S.F ADU Q w C cn z > 141 SF .. 8 31 '-2"x11 '-3 1" 352 S.F PATIO 2 O Q LO C) 13'-21„ g 21 '-2"x6'-9 2" 128 S.F PATIO ° o O m 5 3 p 06 3:= w — 467 SF 96 SF 25 61" TOTAL FIRST FLOOR LIVING: 1488 SQ.FT o Q z � 2040SKY GARAGEA67 SQ.FT o q j p TOTAL FI RST FLOOR AREA: 1955 SQ.FT ° co 188SF ADU: 496 SQ.FT 23'-6"' COVERED PATIOA80 SQ.FT 4 2ND/FIRST FLOOR RATIO: 874/(1476+479)=44.7% En 175 SF O F SECOND FLOOR F73 SF E 224 SF 2"x13'-7" 158S.F W II II II II I II IF I II I II II II II II II II II II I II II II II II II II II II B. 1 1 '-3 1"x13'-911 90 S.F 5 II II II II II II II II _ Z L II II II II II II II II I I II II II II II II II II I ' C. " " ------- _�--ll--� �! 24 -6 x5 -9 141 S.F Fm O -------- D. 25'-6 1 /2"x7'-42" 188S.F U -------- 14'-11�" E. 14'-11 "'x151-011 224 S.F J Q Q ------ 6 F. 81_01Ix91_1 „ 73 S.F a CD -UP -- 954 SF =o G. 14'-1 211x7'-5 111111 S.F BALCONY 0 (V N TOTAL 2ND FLOOR LLJ 14'-11�" 874S.F Z z FLOOR LIVING AREA: 0 z Area 111 SF BALCONY: 111 S.F < rn ti 0— O z N V O � TOTAL F.A.R : 2829 SQ.FT :44.9% U) CIO qI NAME : SECOND FLOOR F.A.R TOTAL COVERAGE: 1488(1 RST Q (� O 16-5�" S C A L E : 1/4°=1'-0" FLOOR)+467(GARAGE)+480(PATIO FRONT AND Q REAR)+310(OVERHANG)+33 BAY WINDOW =2778 SQ.F :44.09% M i 7 8 496 SF 352 SF OREVISION DATE 0 ❑ ❑ TOTAL F.A.R WITH OUT ADU 1488+467+874S.F=2829 :44.90% 2 TOTAL F.A.R WITH ADU 1488+467+874S.F+496S.F=3325 S.F :52.7% \ c 7\-d CN TOTAL COVERAGE WITHOUT ADU: 1488+467(GARAGE)+480(PORCH) +310(EAVE)+33(BAY WINDOW)=2778 SQ.FT/ 44.0% TOTAL COVERAGE WITH ADU: 1488+467(GARAGE)+480(PORCH) JIACHENG(JACKSON) LU DRAWN BY:: LEED GREEN ASSOCIATE +310(EAVE)+33(BAY WINDOW)=2778 SQ.FT +496S.F(ADU)=3274 S.F JOB: 2112 20 :51 .96% SIG 'Olt)Z-a SCALE: 1/4"=1'-0" F.A.R PLAN —Go-min a ni t - e I a - e nt D e r-t m e-n- Planning Division — Cupertino CV 11RTINO APPROVED Case # R-2022-010,a ELEVATION NOTES : prova I Body: Director/ StafF 08/17/22 1 7/8"THICK MIN, 3 COAT CEMENT PLASTER FINISH w/PAPER BACKED WIRE MESH 2-LAYERS GRADE d BOSTON CREAM i m I�prova Date O CLASS W FLAT CONCRETE TILE BY'EAGLE ROOFING MIN 30# FELT 5 E nature Emi Suqiyama SIZE 17X13 9.1 PSF BY EAGLE 4503 SIERRA MADRE UES-1900 Case Manager O3 � 5 UNDER-FLOOR VENT Y cc R O4 WOOD TRIM @ EAVE w/GUTTER 26 GA. GALV.METAL CAP TOP OF RIDGE O5 GARAGE DOOR:STEEL CARRIAGE SECTIONAL, SEE OWNER 129.22'(25'-6") O6 ENTRY DOOR: STEEL a4 0 00 O7 WINDOWS TYPICAL: xCv ANDERSON W LLL _ _ _ _ _ _ _ 2ND FL T.O.P a ® DOOR TYPICAL: j 124.88'(21'-2") w ANDERSON O CONCRETE LANDING AND STEP 0 O 10 LL HOUSE NUMBER:SHALL CONTRAST WITH THEIR BACKGROUND, 0 - w MINIMUM 4" HIGH WITH 2" STRIKE Z LL z TPO MEMBRANE FOR FLAT ROOF ASSEMBLY19 z Q 13 a EPDM,PVC AND TPO MEMBRANES ICC-EST-1463 0j O 2i 0 a4 12 HINKLEY EXTERIOR LIGHTING SEE SPEC SHEET �> 121 1 1 to I I I I I I I I _ a4 w O WHERE SHOWN ON PLAN DOWN POINTED LIGHT SHIELD TO REDUCE GLARE W - W - 2ND FL F.F O Q METAL RAILING ANCHORED TO FLOOR 0 2 14.88'(1 RCH1'-2") 13 WITH MIN 42" HEIGHT / ENTRY PO W L 0L 114.72'(11'-0") Il' Q 00 1 RST FT T.O.P W LL U 113.72'(10'-0") (� J O _ z TRANSITIONAL ARCHITECTURE STYLE : ~ O • MINIMIZE IN DETAILING AND CLEAN LINES 12 12 12 LL • WHITE STUCCO EXTERIOR T o • MIX OF CONTEMPORARY AND TRADITIONAL LLL_ T T Of • STRIP WINDOW IN THE FRONT AND TRADITIONAL ROOF LINE w �O Uj FINISHED FLOOR N 114 103.72'(0'-0") Z 102.09' N.G102.09' � O NAME : � U PROPOSED WEST (LEFT)ELEVATION J S C A L E : 1/4"=V-0" _ „ Q CLA ..•.._. } 06 SS 'A' FLAT CONCRETE TILE BY STUCCO COLOR" CLASSIC GRAY" "METAL RAIL" BLACK f/ 'EAGLE ROOFING MIN 30# FELT ANCHORED SIZE 17X13 9.1 PSF BY EAGLE 4503 Z w CHARCOAL UES-1900 z 0 N� 0. m cf) Q cn — — — — — — — — — — — — — — — — — — — — — — — — TOP OF RIDGE N 1 o rn MO � a 2ND FL T.O.P 2 U O 124.88'(21'-2") WLo iY L O -- i 0 LL 0 Exterior 13 a L _ _ _ _ ANDERSON WINDOWS FIBERX REAR SLIDING DOOR 12 a4 = REVISION DATE DARK BRONZE EXTERIOR DARK BRONZE ALUMINUM (7 2ND FL F.F = 0 _fiEN- PORCH W 1 RST FT T.O.P < 0 113.72'(10'-0") 0 J D O 12 12 LL i p W D \ Q JIACHENG(JACKSON) LIJ W MAIN ENTRY DOOR GARAGE DOOR DRAWN BY: LEED GREEN ASSOCIATE WOOD MAHOGANY STAIN DARK BRONZE - o co FINISHED FLOOR N JOB: 121 12020 ® ® ® ® 103.72'(0'-0") SIGNATURE: 9' N.G 102.09' SCALE: 1/4"=1'-0" N A M E : PROPOSED EAST (RIGHT)ELEVATION S C A L E : 1/4"=V-0" PROPOSED WE ELEVATIONS —Go-min a nit - e I a - e nt De r-t m e-n- Planning Division — Cupertino CV 11RTINO APPROVED ELEVATION NOTES : Case # R-2022-010, A O 7/8"THICK MIN, 3 COAT CEMENT PLASTER FINISH w/PAPER BACKED WIRE MESH 2-LAYERS GRADE d BOSTON CREAM provaI Body: Director/ Staff O CLASS W FLAT CONCRETE TILE BY'EAGLE ROOFING MIN 30# FELT pprova l Date 08/1 7/22 SIZE 17X13 9.1 PSF BY EAGLE 4503 SIERRA MADRE UES-1900 TOP OF RIDGE t 5 nature Emi Sugiyama 129.22'(25'-6") O UNDER-FLOOR VENT Ga s Case Manager 0.5 iT a4 O4 WOOD TRIM @ EAVE w/GUTTER 26 GA. GALV.METAL CAP 12 0cc C\j O GARAGE DOOR:STEEL CARRIAGE SECTIONAL, SEE OWNER X 2ND FL T.O.P 2 6 ENTRY DOOR: STEEL 124.88'(21'-2") w O (D 0 9 O7 WINDOWS TYPICAL: U_ ANDERSON O DOOR TYPICAL: 2ND FL SET-BACK 0 8 ANDERSON LLJ LL_ (n 2ND FL SET-BACK 00 O CONCRETE LANDING AND STEP z 0 O = ;10) HOUSE NUMBER:SHALL CONTRAST WITH THEIR BACKGROUND, a4 U) MINIMUM 4" HIGH WITH Z" STRIKE ji 12 w TPO MEMBRANE FOR FLAT ROOF ASSEMBLY19 Q W \ 11 .88'(11'-2") 11 EPDM,PVC AND TPO MEMBRANES ICC-EST-1463 U) z Q \ \ \ E RY PORCH c W HINKLEY EXTERIOR LIGHTING SEE SPEC SHEET 0 CDQ 1 4.72'(1V-0°) -, Q 12 WHERE SHOWN ON PLAN DOWN POINTED LIGHT 0 0 C))1 RST FT T.O.P SHIELD TO REDUCE GLARE U) 113. 2'(10'-0") C7 Q o� J / � METAL RAILING ANCHORED TO FLOOR U) LU D 13 WITH MIN 42" HEIGHT 0 Q z 8690 18690 2 z � 0- 12 12 12 O 0 c � 11 L 0 � 12 12 _� o w ILL U) TRANSITIONAL ARCHITECTURE STYLE : o �o MINIMIZE IN DETAILING AND CLEAN LINES LL • WHITE STUCCO EXTERIOR N — FINISHEE FLOOR MIX OF CONTEMPORARY AND TRADITIONAL 103. 2'(0'-0") • STRIP WINDOW IN THE FRONT AND TRADITIONAL ROOF LINE N.cloz.os' N.G1 2.09' 7'-01 20'-92" FRONT WOOD Uj LEFT SET-BACK ANDERSON 100 WINDOW RIGHT SET-BACK DARK BRONZE ENTRY DOOR Z � N A M E : PROPOSED NORTH(FRONT) ELEVATION SCALE : 1/4"=1'-0" � U J_ Q Q am (�D V CLASS 'A' FLAT CONCRETE TILE BY STUCCO COLOR" CLASSIC GRAY" "METAL RAIL" BLACK 06 'EAGLE ROOFING MIN 30# FELT ANCHORED SIZE 17X13 9.1 PSF BY EAGLE 4503 Z w CHARCOAL UES-1900 z 0 / ill— TOP OF RIDGE 0. 129.22'(25'-6") Q cn a_ C) z N 9 V o 04 xx r�1 �lJ 2ND FL T.O. ¢ V JCIO 124.88'(21'-2") w I Q (,LL Q � 0 - �.� . - - LL 13 O - a EC _ a4 w = ANDERSON WINDOWS FIBERX REAR SLIDING DOOR 12 \ \ \ = DARK BRONZE EXTERIOR DARK BRONZE ALUMINUM REVISION DATE \ 2ND FL F.F O / \ 114.88'(11'-2") 1 ENTRY PORCH �W _'RST FT T.O.P 0 / \ J 3 Q z 12 12 0 LL � o w U) Q w JIACHENG(JACKSON) LIJ MAIN ENTRY DOOR GARAGE DOOR DRAWN BY: LEED GREEN ASSOCIATE ' WOOD MAHOGANY STAIN DARK BRONZE ti FINISHED FLOOR N 103.72'(0'-0") JOB: 121 12020 N.G 102.09' SIGNATURE: 5.-4" ANDERSON 100 WINDOW T-0i" RIGHT SET-BACK DARK BRONZE N A M E : PROPOSED SOUTH(REAR) ELEVATION SCALE' 1/4"-—1'-O" S C A L E : 1/4"=V-0" LEFT SET-BACK PROPOSED N/S ELEVATION ent—Deiga4m Planning Division — Cupertino CUPE RTiNa APPROVED se# R-2022-010, L AKU6tZQWLWrrQWC prova I Body: Director/Staff 1-7 �. o prova I Date 08/17/22 5 gnature Emi Suqiyama Y U R Case Manager RIDGE W LU I I � O� Q w ti% I I ti% O z a o - - -� I I O 0 1, _ J L o � CpO p Q Z. 0O 0� c I I � � °r° U I Q LLI 2030 I I SKY I � CS{ Cn I I Uj J I SKY Z \e 2ND FLOOR O St I 2030 �� U s� I I sKY � I I J I w Q I r — _ J � 08 V I I 124 LL Z w I I z I I O I— I I �/ 0-) I � Q o I I O L rCS7- - - - - - - - � I Q I I � LO Q CU .� I I I I I I I I I I o I I trio I I N A M E : 2ND FLOOR ROOF PLAN I I S C A L E : 1/4"=1'-0" ZREVISION DATE 2 . L — — — — — — — — — — — — — — — — J 3 Ell DRAWN BY: MACHENG(JACKSON) Lu LEED GREEN ASSOCIATE N A M E : FIRST FLOOR ROOF PLAN JOB: 12112020 S C A L E : 1/4"=1'-0" SIGNATURE: SCALE: 1/4"=1'-O" PROPOSED ROOF PLAN a Planning Division — Cupertino CU ERTINQ APPROVED ase # R-2022-010, A e ' provaI Body: Director/ StafF da 08/17/22 a H rova I Date U p = � a „ S nature Emi Su i ama Y o TOP OF RIDGE a V - 129.22'(25'-6") Case Manager 2ND FL T.O.P 124.88'(21-2") 4FACADS FROM RFACE W TO CE O r r STAIR 10'-0"C.H W.I.C 10'-0"C.H Q W 7 �.4LUMIN. WINDOW O Z SYSTEM � 0 0 2ND FL F.F 1 Q y J O WOOD WINDOW SILL, 06 \ - z W W 1RST FT T.O.P O Z 113.72'(10'-0") 0 a- _ CD W O 1/ O m 0- FLOATING Z U- OJ 0— LL U N O FLOOR g 0 ` r r r BATH 1 / \ LIVING/FAMILY `, N A M E : BAY WINDOW DETAIL \ / 10'-o"C.H S C A L E : 3/8"=1'-0" ffEj \ / 0 � - FINISHED FLOOR am 103.72'(0'-0") LU P N A M E : SECTION CUT 1 S C A L E : 1/4"=1'-0" J Q Om _TOP OF RIDGE It 129.22'(25 6") Z w Z 0 _ 2ND FL T.O.P co Z N V 0 � r QUco BED3 10'-0"C.H MAST.BATH(4 O 10'-0"C.H Q 2ND FL F.F _ 1 RST FT T.O.P OREVISION DATE ADU LIVING ADU BATH ADU BEDROOM LIVING/FAMILY 10'-0"C.H 10'-0"C.H 0 1 GARAGE 10'-0"C.H r ' — 1 HOUR RATED FIRE WALL FEI r r C FINISHED FLOOR r DRAWN BY: JIACHENG(JACKSON) LU LEED GREEN ASSOCIATE N A M E : SECTION CUT 2 S C A L E : 1/4"=1'-0" JOB: 12 1202 SIGNA 1/411=1'-011 SECTION PLAN Revision Communi y Development Department Landscape Documentation Package Checklist Planning Divi ion ino WATER-EFFICIENT LANDSCAPE CHECKLIST WATER BUDGET WORKSHEET p g CuFLRTINO APPRO Community Development Department Community Development Department LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST R-202 -01 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Case # rtino, CA 95014 planning@cupertino.org 1 - PROJECT INFORMATION http://cupertino.org/planning Im Cupertino, CA 95014 planning@cupertino.org CUPERTINO CUPERTINO http://cupertino.org/planning a Date - 2/8/22 Approval Body: Directory Staff b Applicant - Greg Lewis - Landscape Architect Approval Date 08/17/2 PART 1: CERTIFIED/LICENSED PROFESSIONAL INFORMATION PART 1: PROPERTY INFORMATION c Project Address - 18690 Newsom Ave., Cupertino ISU I am COMPANY&COMPAIyY ADDRESS PROJECT ADDRESS A.P.N. Signature EmI Case a —Landscape Architect 5 Na 2176 18690 Newsom Ave., Cupertino d Total Landscape Area 2004 sf NAME LIC./CERT.# -' e Type of project -single family residential Gregory Lewis #2176 �qr 2�Q REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA g Checklist of all documents in package - see this page E-MAIL PHONE FOFca 45.3 2004 1860 0 h Contacts of Applicant - lewislandscape@sbcglobal.net (831 ) 359-0960 PROFESSIONAL SEAL SQ.FT. SQ.FT. SQ.FT. 0 Owner - Hari Rediawan 6041 Cottage PI., San Jose PART 2: PROPERTY& PROPERTY OWNER INFORMATION PART 2: SAMPLE HYDROZONE TABLE hari.rediawan@gmail.com REGULAR LANDSCAPE AREA i "I agree to comply with the requirements of the water efficient landscape U Hari Rediawan hari.rediawan@gmail.com HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF XLAND- ETWU W FACTOR(PF) METHOD EFFICIENCY(IE) (PF/IE) AREA(SQ.FT.) SCAPEAREA ordinance and submit a complete Landscape Documentation Package F-. 6041 Cottage PI., San Jose, CA = o 1 0.25 Drip 0.81 0.3086 1799 555.25 15,595LO 18690 Newsom Ave., Cupertino QEl p 2 0.5 Drip 0.81 0.6173 61 37.65 1058 Owners Signature Date M PROJECT TYPE(cHEcxAPPLICABLE) WATER SOURCE W o New Potable 3 0.8 Spray 0.75 1 .0667 144 153.60 4314 a L B TOTAL LANDSCAPE AREA TURF PLANT AREA U C.0 ❑ ❑ Rehabilitated ElRecycled 2004 144 A.APPENDIX B - WATER EFFICIENT LANDSCAPE WORKSHEET - SEE SHEET LO ❑ Non-Residential ❑ On-site captured rainwater SQ.FT. SQ.FT. Q 8 ❑ Grawater B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET L1 AND IRRIGATION PLAN - 0 E7 8 WATER PURVEYOR NON-TURF_ O PLANT AREA SPECIAL LANDSCAPE AREA S E E SHEET L2, L3, L4,L5 a ci o 8 6SQ.FT. SQ.FT. Ei PART 3: COMPLIANCE CHECKLIST TOTALS (A)2004 (B) 747 (Y�10,967 GRADING PLAN - see Civil Grading and Drainage Plans by civil engineer. SPECIAL LANDSCAPE AREA W Landscape Parameter Requirements Compliance J El 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) The following items shall be submitted to the Director of Community Development o CL Turf shall not be planted on slopes more than25`Yo. YES TOTALS (C) 0 (D) 0 (Z) p when a landscape project is subject to the requirements of this chapter, prior to final w co V_r1_ Linspection 0f All portions of turf areas shall be wider than ten(10)feet(unless irrigated with YES subsurface irrigation or low volume irrigation system). PART 3: WATER BUDGET CALCULATIONS DEFINITIONS 30 956 (MAW, 0 HYDROZONE:Put in hydrozone#,letter,or planting A.CERTIFICATE OF COMPLETION (Y) + (Z)20,967 E-fWU PLANTING AREA At least 80% (100% for non-residential area)of non-turf area shall consist of — ( ) < � ( ) description.(e.g.1,2,3;A,B,C;front porch,adjacent to driveway, native or low water use plants. YES front lawn,etc.) PART4: ETAF CALCULATIONS • PLANT FACTOR(PF):Use WUCOLS to determine Plant Factor. B.CERTIFICATE OF INSTALLATION, FOLLOWING INSTALLATION OF LANDSCAPING 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 for high water use plants. YES hydrozone shall be controlled by a separate valve. 0.37 (ETAF) < (0.55 for residential) IRRIGATION METHOD:Overhead spray or drip C. IRRIGATION SCHEDULE • IRRIGATION EFFICIENCY(IE):0.75 for spray and 0.81 for drip SOIL MANAGEMENT Atleast4cu.yds.ofcompost,six(6)inchesdeep,shallbeapphedper1X0sq.fEoflandscapearea. YES (ETAF) < (0.45 fornon-residential) ETAF:The maximum average EvapoTranspiration Adjustment Factor for residential properties,exclusive of Special Landscape D.LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE 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.g. y�( YES new and existing Special Landscape Areas shall not exceed 1.0. y 0.37 Site-wide ETAF • ETo=evapotranspiration rate means the quantity of water E.IRRIGATION AUDIT REPORT hydro-seeding). 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 0.62 is a conversion factor that converts acre-inches/acre/year to NSA IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or FORMULAS gallons/sq.ft./year. YES No. 2176 no irrigation soil moisture sensor data and utilize a rain sensor. �9 ETWU= ETo x 0.62 x (ETAF x Landscape Area) Estimated Total Water Use r system Irrigation controllers shall be a type which does not lose programming data in YES 4 0/2024 the event the primary power source is interrupted. MAWA = ETo x 0.62 x [(ETAF x Landscape Area) + ((1-ETAF) x SLA)] Maximum Applied Water Allowance J, 22 Q qTF OF CAS-�� Page 1 of 1 WATER-EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org IM CUPERTINO http://cupertino.org/planning Q Landscape Parameter Requirements Compliance U IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the dynamic pressure of the system is within the manufacturer's recommended YES n > pressure range. W UManual shut-off valves(such as a gate valve,ball valve, or butterfly valve) shall L YES be installed as close to possible to the point of connection of the water supply. Q All irrigation emission devices must meet the requirements set in the ANSI /1 1 standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter W Standard." All sprinkler heads installed in the landscape must document a N YES `-/ distribution uniformity low quarter of 0.65 or higher using the protocol defined Y`� in ASABE/ICC 802-2014. n, Dedicated irrigation meters are required for non-residential projects with more YES v^ `, > than 1,000 sq.ft. oflandscapearea. this Is single family residential ❑ ( ' ) Q WATER FEATURES Pool and spa covers shall be installed. No pool or spa ❑ YES E ❑ pool Recirculating water systems shall be used for all water features. None ❑ YES o F-i other: -9no water features Water features are limited to 10% of the landscaped area. None YES I am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects of z water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies O with the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any changes to the project will necessitate a new checklist. 01-1 04/22/22 00 r— �r ( ►s 2 L2217i Landscaping Is not Installed yet ❑ Applicant Comments ❑ Use additional paper if necessary LANDSCAPE DOCUMENTATION Staff Evaluation Staff Comments Approved ❑ Date 2/8/22 Scale As Noted J Not Approved ❑ Drawn Greg Permit# ❑ Job El Sheet Page 1 of2 L 0 -_1 6 Revision Communi y DfllCyr1ftDa, �,1�� t Landscape Site Legend Planning ryh� r�q�cVIED on - cdTV `SIZE SPACING WUCOLS p g CUPERTIN4 yGALLONS RATING BOTANICAL NAME COMMON NAME 1❑ Driveway Paving - Concrete or pavers, pattern and color to be Case # R- selected by owner. Install score joints and expansion joints to control 1 15 gal MED Tilia tomentosa Sterling Silver Linden cracking if conc. is used Approval Body: Directorl aight of installed front yard tree is 6 feet when planted Approval Date 10811 71 v,NW, „W,,, I Iu,VV,! u long time in advance to be sure you can get them minimum height required 2❑ Front yard walkway - Concrete pads with artificial grass or rounded Signature EmilSu ' ama ` r . ravel between and at edges with steel edging or use solid avers. a��,ra „y�� tree 9 g 9. 9 p LI 1 24" box LOW Lagerstroemia Tuscarora Crape Myrtle � Min. height of installed front yard tree is 6 feet when planted �I 3❑ Paving for walkways pavers or concrete - owner to select color and CD Order from nursery a long time in advance to be sure you can get them minimum height required NEWSOM AVE. I pattern o I Ground Covers ® Rear patios- Concrete or pavers, pattern and color to be selected by P 8 1 4' - 6' LOW Pelargonium peltatum lavender Ivy Geranium ROLLED CURB Street Tree ROLLED CURB w EXISTING NEW DRIVEWAY TT I EXISTING owner. Install score joints and expansion joints to control cracking if conc. � N 10 1 3 - 6 LOW Nandina Gulf Stream Heavenly Bamboo SIDEWALK APROACH I SIDEWALK is used = MAX 18' I U C6 D 3 1 3' - 6' LOW Aeonium canariense Mint Saucer WM WM s8205921T 60.00' Q o 5❑ Replace any 6 foot high wood fence that is not in good condition. w SL 3 1 3' - 6' LOW Salvia leucantha Santa Barbara Mexican Sage 0 P El P Ln EP 2 1 3' - 6' LOW Euryops pectinatus Euryops Daisy 9 P 0 o ,r _ o 0 l © Install new 3 foot wide gates with galv. hardware °, 0 ++ e L 2 1 3' - 6' LOW Limonium perezii Sea Statice o w w ,' ; -o-- ; Ex. 6" Birch F o t and Tr e 2 0 0 �/� z 0 11 1 3' - 6' LOW Erigeron karvinskianus Fleabane a LAWN ; Ex. 5" Birch 7❑ Install 6 foot high wood fence - vertical overlapping 1x8 or 1x6 RWD Q o 0 A 't U ❑ Lawn sod HIGH Bonzai Fescue sod with 2x4 rough redwood header board Q or cedar with 2x4 RWD horiz. rails, 2x8 PT kicker, and 4x4 PT posts max. U) o NEW DRIVEWAY 20'x20'AY P � 1 Q ! +� Q� �� Plant quantities are for planning purposes only. 9❑ 0 ,�- -=' - ^` 8 ❑ O D D D 9 1 +�,_Q Contractor to Install all plants shown on plan and verify plant count. 0 0 - Ask owners if they want to up size plants Ex. 6" Low uat ® Angled projection lines from 2nd story windows that require plant q O a 0)7f - -; screening or landscape screening waivers from neighbors II °e 'd as a .d. I 4. W I` N 6 5 0 Min. 2.5 feet wide landscape strip for drainage swale along sides of o .;O NJ; X❑ • 6 _ property _ _ Planting Notes E, o a jL J Remove _ ° 10 Lawn sprinklers and lawn edge min. 24 inches from non_pervious 1 THERE IS TURF LAWN SPECIFIED FOR THE LANDSCAPE Ex. 12" n ° I I a 0 paving 2 AT LEAST 80% OF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS Avacado � _ � -- I I PLANT WITH SIMILAR WATER NEED ARE GROUPED WITHIN HYDR Z NE . EACH HYDR Z NE HALL BE II I 11 3 inch deep bark/mulch path S S S G OU 00 S C 00 S CONTROLLED BY A SEPARATE GROUP OF VALVES I I 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER PER o , w 1000 SQ.FT. OF PLANTING AREA SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL EXCEPT 9❑ ° ; o N>� ( NEIGHBORING I� o NEIGHBORING �A °F UNDER CANOPY OF EXISTING TREES TO BE SAVED) OR FOLLOW THE AMENDMENT AND FERTILIZER HOUSE W N 0 z HOUSE �```9 No. 2176y� RECOMMENDATIONS OF A SOIL FERTILITY TEST AND ANALYSIS FROM A SOIL LAB (HIGHLY RECOMMENDED) M IL 4/30/2024 Remove 2 g 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS WOOD BARK OR GRAVEL MULCH ON ALL EXPOSED SOIL Ex. 8'' z ' II ° �` 9❑ �yT ��P SURFACES OF PLANTING AREAS EXCEPT IN AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. OWNER Apple 8 �/ G ,! OF ca�� CND FLOOR Ex Privet ; TO APPROVE CHOICE OF MULCH PRIOR TO SIGNING INSTALLATION CONTRACT. IF YOU USE GRAVEL, DO NOT I I ° USE WHITE GRAVEL OR GRAVEL WITH A LOT OF WHITE IN IT. g' �\1 8 Q 01 0 U_ ___5" 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE ADDITIONAL h m' 0 1A NOTES -0 0 8 8 � . o W 0 7 SEE SHEETS L4 AND L5 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS Q) 6-J d OVERED I ° .° A• C ' PAT��.°.. .. ;° d S N N n 1 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, 0 H ° CIVIL OR STRUCTURAL ENGINEERADU�, ❑ I /, . L,da. °. ° 4 o U d. a ° 9❑ 5 Q) "I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied Q ;❑ .> p II p 9 pp C� 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE N s I them for the efficient use of water In the landscape design plan Q MOST CURRENT SET OF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES �r�Lis Q� U 5 9 a SL Gregory Lewis - Landscape Architect Lic. #2176 2/8/22 �/ 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION Q L s 0 COMPONENTS. SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR N s 4 Q BUILDINGS a L .I N _01 ,I I,Cn 4� z ` 3❑ )P . _J CD11 ALL SHRUBS AND GROUND COVERS TO BE DRIP IRRIGATED. SEE THE IRRIGATION PLAN 0 p.M N W 12 CONTRACTOR SHALL REFER TO SHEET C.2 FOR SITE GRADING AND DRAINAGE INSTALLATION III 3 ❑,I SL EP CSL) O 13 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE, MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT �•— '—' '—'— '—'—'� -- -- -- - -- -- -- -- -- -- --TIME OF PLANTING. IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. THE OWNER HAS 5❑ s8205921T 60,00' 5❑ 8 5❑ j a—a—aaaaaaaaaa—ww—.—wwwwaaw— LANDSCAPE SCREENING WAIVERS FROM THE NEIGHBORS ALONG THE SIDE PROPERTY LINES AND THERE IS A ROAD ALONG THE R Priov—a Ex' 8" Privet Ex IF YOU INSTALL WEED FABRIC, INSTALL THE DRIP IRRIGATION ON REAR PROPERTY LINE SO NOW LANDSCAPE SCREENING SHRUBS ARE REQUIRED FOR 2ND STORY WINDOWS Landscape Screening not required - this is a street, not a house TOP OF IT SO IT IS EASIER TO REPAIR AND ADD TO IT LATER 14 PRIVACY PLANTING: THE FINAL PRIVACY-PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING DIVISION 0' 4' 8' PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE SHALL BE CONSISTENT WITH THE CITY'S B O L LI N G E R ROAD 1 1= 1 /8 1 0 if REQUIREMENTS. PLANTING 15 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS PROPERTY TO INFORM PLAN FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION REQUIREMENTS CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT THAT IS 5FT OR LESS FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE COMMUNITY DEVELOPMENT 2/8/22 DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. Date Scale As Noted Drawn Greg 16 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE PRIVACY TREES AND NEW FRONT YARD TREE Job Sheet L 1 6 Revision Communi y Development Department Planning Division — Cupertino CuFLRTINO APPROVED Case # R-2022-010, Approval Body: Director/ Staff Approval Date 08/17/22 Signature EmilSu i ama Case Manager rr❑❑❑❑ N ❑❑❑ N EWSOM AVE. SSEl WATER EFFICIENT LANDSCAPE CHECKLIST - IRRIGATION Water Meter I Irrigation Legend 1 THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA FROM A ROLLED CURB iU ROLLED CURB , KEY MANUF. MANUF. # DESCRIPTION SATELLITE AND A WI-FI CONNECTION WITH HYDRAWISE SOFTWARE TO CHANGE THE RUN TIMES EXISTING EXISTING NEW DRIVEWAY co OF THE VALVES SIDEWALK APROACH I SIDEWALK D C❑ Hunter HPC 4 station Wi-Fi controller with enough modules for 7 stations = o 2 THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE WM O WM MAX 18' AS8205921T 60.00' L4 exterior wall mount with multiple 0 o PRIMARY POWER SOURCE IS INTERRUPTED - -- -- -- - programing, cycle start, and calender programLU Q �, 3 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE 0 Controller needs Wi-Fi connection 8 DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE 12 12 ;r'- System will adjust valve run times according to weather U � o RANGE / ; °' i Ex. 6" Birch C p a 8 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT OF - i L4 Hunter PGV-ASV 075 3/4" antisiphon valve with 3/4" Amiad Filter, Senniger PR30 z B `� pressure regulator, and adaptor to drip Lubin Q CONNECTION OF THE WATER SUPPLY � �� _ �% '��; C � J 17 LAWN Ex. Birch p g p p g w w w '' Hunter PGV-ASV 075 3/4" antisiphon valve for spray sprinklers e 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, NEW DRIVEWAY j' ' �' - i L4 (n o no filter or press, reg. required o ASABE/ICC 802-2014 ''LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD". ALL MIN2o•X2o• 1�2 12 �;, ,;� - „' � U) A w o SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY I I ''�,_Q____, ; 3/4 manual brass ball valves J o LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 a I I /`Ex. 6" Lowquat b 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE THAN 5000 _ a f,. SQ.FT. OF LANDSCAPE AREA - this project has less than 5000 sq.ft. of planting area I' A. < W M 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. THERE IS LAWN. •—•—• I a ¢ L4 12 Toro 0-12 12' Precision Series Spray Nozzles on Hunter 6" PRS 30 pressure �� M regulated s rinkler bodies 8 SEE SHEET L4 AND L5 FOR DETAILS AND SPECIFICATIONS x g p 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 5 GPM AT MINIMUM 55 P.S.I. AT THE Point of connection for irrigation i- - - I Old HYD 1 .37 GPM, 12', C 30 psi for quarter pattern POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT THE LANDSCAPE I� where new water line enters house J NI 13 135 ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME VALVES TO REDUCE THE FLOW Remove Install pressure line under paving to =o NP 0.8 drip g 3/4" Nonpressure line - Sch 40 PVC 3/4" unless noted for larger THRU THE VALVES WITH MORE FLOW). IF PRESSURE EXCEEDS 75 PSI AT POINT OF Ex. 12" o I _ `- -- ' ' Q 4HYD430 L4 1" size - 12'' of cover CONNECTION INSTALL A WILKINS 600 3/4" PRESSURE REGULATOR. THIS SITE HAS APPROX. 65 L•• GPM flow it I � � 1.5 drip Pressure line - Sch 40 PVC : 3/4" unless noted for STATIC PSI Valve ID p 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT VALVES TOO ,Hydrozone I WI' Owner le verify I g HYD 2 smaller size - 18" of cover 1 I I C Controller I I 5 35 LINES UNDER PAVING CLOSE TO TREES. STAY 8 TO 10 AWAY IF POSSIBLE. DO NOT PUT PRESSURE LINES UNDER HYD 1 location TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF UNDER PAVING WHENEVER 1 35 o I I I 0 7 drip PL Pressure line - 3/4" Sch 40 PVC 24" deep POSSIBLE. 0.7 drip I I NP Non Pressure line 3/4'' Sch 40 PVC 24'' deep ' I NEIGHBORING BAN ' 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE OR AS SHOWN NEIGHBORING Min. dynamic I� I I z HOUSE WI Elec. control wire conduit 1-1/4" gray Sch 40 PVC 24" deep No. 2176ti HOUSE psi required at I I c� ON THE PLAN, INSTALL 3/4'' TEE AND A 3/4" BRASS BALL VALVE AND RUN 3/4" SCH 40 PVC TO valve q I I I I I I I I E VALVE LOCATIONS. KEEP ANTI SIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED 6" TO Remove z I ; III I a �, -- ----- L4 G 3/4" PE drip tubing with compression fittings - see drip notes 4/30/2024 12" ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP VALVES OUT OF PATHS. Ex 8" I a �;� I L4 O— Tree drip irrigation 12 MAKE PROVISIONS TO ADD AN ENOUGH EXTRA CONTROL WIRE SO THAT ONE VALVE COULD , I 3/4 PE drip tubing with compression fittings see drip notes BE ADDED AT EACH VALVE GROUPING IN THE FUTURE Apple I , CND FLOOR - G I Ex Privet 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE A j I Lines under paving to be in sleeve 2x size of line � � I i LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE o� HYD 1 Q CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF INSTALLATION. I a A, 2 35 U THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN IRRIGATION SCHEDULE FOR I m; 0.8 Idrip QI. I 0 NEW PLANTINGS AND MATURE PLANTINGS AND A LANDSCAPE AND IRRIGATION / I a� IF YOU INSTALL WEED FABRIC, INSTALL THE DRIP IRRIGATION ON MAINTENANCE SCHEDULE. I TOP OF IT SO IT IS EASIER TO REPAIR AND ADD TO IT LATER U READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER EFFICIENT A LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT I a n' e• n I 14 IRRIGATION RUN TIMES TO BE BETWEEN 8:00 PM and 10:00 AM UNLESS UNFAVORABLE WEATHER I e • COVERED P IO A e AT e' , " H., PREVENTS IT OR RENDERS IRRIGATION UNNECESSARY a ADU > s I I Q W Drip Irrigation Notes O 1 ) SECURE LARGER 3/4'' DRIP TUBING 1" BELOW GRADE WITH 7" OR 11'' U-SHAPED STAKES 3 FEET ON CENTER OR ° a I, t) CLOSER SO THAT THE TUBING CAN BE FOUND EASILY BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. I a COVER TUBING WITH SOIL AND MULCH AND INSTALL MANUAL FLUSH VALVES AT ENDS OF TUBING AND MARK I a 14 THEM SO THEY CAN BE FOUND EASILY. I I 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO MINIMIZE LENGTH OF SMALLER 1/4'' O I I I Z C0*1 D TUBING. SECURE EMITTERS ON 3/4" TUBING AT PLANT ROOT BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF I I /� V I �; �_O 00 1/4'' TUBING FROM EMITTERS TO PLANT ROOT BALLS. INSTALL STAKES ON 1/4'' TUBING AT 12" ON CENTER AND L— ----------`— --- --------J II COVER TUBING WITH 1" OF SOIL PLUS MULCH. .I 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF THE EMITTERS MAY NEED TO BE ----- —• ,—•-,_j ADJUSTED SO THEY ARE EVENLY SPACED OVER THE ROOTBALL. -- -- -- - -- -- -- -- -- -- -- -- -- -- s 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN FLOW BETWEEN 10 PSI AND 40 —a—a—a—a—a—a—a—a—a—a—a—a—a a-a-a a-a-aaa S8205921'E 60.00'aaaaaaaaa❑.PSI) AT AT EACH PLANT ON ROOT BALL .NOT RIGHT AT STEM USE AGRIFIM PC PLUS PRESSURE COMPENSATING Remove Ex. Remove Ex. ( ) ( 6'' Privet 8" Privet EMITTERS). USE THE ONES THAT 1/4 TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY HAVE A HIGHER Landscape Screening not required - this is a street, not a house DISCHARGE RATE AT STARTUP REQUIRING LARGER PIPE SIZES. BOLLINGER LOAD 01 4' 8' EMITTER SCHEDULE: 1 /8 11= 1 '_Q" TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) L,O,D THREE 1 GPH EMITTERS AT MEDIUM SHRUBS DV,LP,N,EP,SL IRRIGATION FOUR 1 GPH EMITTERS AT LARGE SHRUBS none PLAN 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 ROOT ZONE AREA. "I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied 2/8/22 them for the efficient use of water in the irrigation design plan" Date FOR TREES ON DRIP INSTALL FIVE 1 GPH EMITTERS AROUND EDGE OF ROOT BALL AND ON ROOT BALL AND is Scale As Noted INSTALL FIFTEEN 1 GPH EMITTERS ON 2'X2' GRID UNDER FUTURE TREE CANOPY Gregory Lewis - Landscape Architect Lic. #2176 2/8/22 Drawn Greg Job Sheet L2 Revision Communi y Development Department Planning Division - Cupertino 'CUPERTINQ APPROVED Case # R-2022-010, Approval Body: Director/ Staff Approval Date 08/17/22 Signature Emi Su i ama Case Manager CQ CD N EWSOM AVE. I I ROLLED CURB I ROLLED CURB w EXISTING NEW DRIVEWAY 105 sf 77 sf 36 sf ; EXISTINGZo APROACH SIDEWALK MAX 18' HYD 1 HYD 1 HYD 2 ; SIDEWALK U WM O O WM ° 9' 1'E 00' Q o L_L_L_L_ ------- ;, 0 ❑� -o-- ' Ex. 6" Birch VpJ - { < H � ' z Al LAWN i; Ex. 5'I Birch Q a 1`�' �' `Y `� `�' `�' `�' � � U ❑ $ L L L W W 1 1.44 si ---- (n P NEW DRIVEWAY LLL HYD 3 _ , MIN 20•X2o• LLL � �' � �' � �' � �' � '� - - `; x J ❑ ❑ 61 s - 11 `72'sf S B A. HYD 1 Ex. 6" Lowquat O a d c e O' FYS B 2 ' Y B 0':Fyn ------ M • �, I CD 74 sf Vo M 244 Sf - - - HYD 1 a a HYD 1 Remove ' I 0 t, Ex. 12" I Total non pervious paving in Avacado Hydrozone Summary front yard setback area 20'x60' = 1200 sf HYDROZONE -DESCRIPTION SQ.FT. % OF TOTAL VALVES Driveway 396 sf ; i NEIGHBORING 1 - 1 ,2,3 DRIP, LOW WATER SHRUBS 1799 90% �p'ULS(A Front Porch 27 sf NEIGHBORING a KT HOUSE ```9 No. 2176y Front Path 56 sf HOUSE o i , , I 141 sf 2 - 5 DRIPNED WATER,TREE 61 3% ��r Leis o I HYD 1 4/30/2024 Total non pervious paving 479 sf = 39.9% Remove z -- - L L L L L Ex. 8" I a� Apple /_ � ; W W W W 3 - 4 SPRAY, HIGH WATER,LAWN 144 7�0 9T�oFca��o� Areas calculated using autocad software I CND FLOOR Ex Privet ; I I O t ' Z\ TOTALS 2004 100% Q U m' a AREAS CALCULATED USING AUTOCAD SOFTWARE O0 � .. • 4 O Q d A d I • COVERED I AI ■ , ■ • d d ///. .I. .• '`. _ / �' da. a. a d, d aad >b I ADU - - ( I'l d. " o 4 W 4 e "d ° 7 4 R s 0 O 4 U v ' Q R 4 s 1 n, o VJ U a 4 Z O aX o� s M�y� W s S82 ' 'E 60 00' —a—a—a—a—a—a—a—a—a—a—a—a—a a—a—a a—a—aa a as awwwa—ww—.—wwwwaaw— Remove Ex. Remove Ex. 1097 sf 6'' Privet 8" Privet HYD 1 BOLLINGER ROAD 01 41 $1 1 /8 HYDROZONE PLAN & IMPERVIOUS PAVING IN FRONT YARD SETBACK Date 2/8/22 Scale As Noted Drawn Greg Job Sheet L3 6 Revision Communi y Development Department Planning Division — Cupertino CUPERTINQ APPROVED Case # R-2022-010, ArborTie nailed to stake Use bolt on lid Mark lid with "Irrig. Gate Valve" Use bolt on lid 2"dia.Lodge Pole or equivalent- 18" Approva I Body: irector/ StafF Gate valve or water meter Mark lid with "Drip Flush Valve" in solid ground placed outside rootball Approva I Date 08/1 7/22 and plumb same size as pressure line Signature Emi Suciiyama Flush Valve ArborTie nailed to stake Case Manager PVC Male Adapter Mulch (Y deep) pulled 3 inches away HMlpt x Slip III from trunk Sch 40 PVC pressure line L Top of rootball to be 2 inches above surrounding soil level El 4"high berm for water basin at edge of ❑ rootball. Install tree bubblers inside water basin I I o I I PE drip tubing buried ]"deep = I o — U Q0 Run next to rootball of each plant = a a — U o Bricks under valve See drip irrig. notes — LO °' 3" deep gra el box corners Space emitters evenly around plant 6" deep gravel Agriform Plant Tablets21 gram = �' U 2" clearanc on top of and at edge of root ball Backfill-native soil Q ❑ Use as little 1/4" tubing as possible = — Plant pit to be 3 times wider than the plant W m 8 Manual Gate Valve IIII I I container-it's not shown to scale on dwg d � o No Scale A Drip Emitter and Flush Valve — _ _ < Q e 0 No Scale E -11 �— -1111 _ � -IIII � o Mulch See plan for distance from paving and building IIII— �� I L MI— Q ❑ — IIII J El ❑ Lateral - nonpressure line l) 8-12 hours before installation,water all plants while still in containers sufficiently to U � 12" cover thoroughly wet root balls o ❑ 2) Dig hole at least 2"less deep than the container and 3 times wider than the „ 12" Main - pressure line - 18" cover Top of head flush with grade J ❑ p diameter of the container the plants were delivered in. } b 18 3) Gouge holes in the side of the plant pit-2 holes per sq.ff.of wall surface OF direct burial wire 24 V - tape 4 Remove rootball careful) from container with support from below. Sever an circling0 ti and bundle wire every 10 feet I I I I IIII roots (3/16"dia.or greater)with sharp knife. Do not pull roots apart. The severing of large 0 IIII IIII roots will encourage new roots at the cuts. Install enough backfill under root ball so top of W Use 6 deep sand bedding and 6 rootball ends up 2"above grade of surrounding soil when it settles. Install some of fertilizer 1121� deep sand backfill in rocky soils Sch 80 nipple I I packets under root ball. U IIII 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel Snake lines in all trenches � PVC tee or ell on handle or feet being careful not to disturb root ball Hunter 12 swing joint lateral line 6) Put Agriform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole Vehicle paving to allow height of g (5 tablets per 15 gal.or 5 tablets per 1 inch of caliper width. Fill the remainder of the hole ---------------- All lines to have min. 24" cover sprinkler to be adjusted with backfill and pack it. 24' under vehicle paving with 6" and to protect lateral line 7) Water tree thoroughly by filling the basin and allowing the water to percolate in,doing this 3 times or more until root ball and backfill is wet compacted sand bedding and 8) Install stakes such that the stakes and the tree ties won't damage the tree and the compacted sand backfill stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below Provide minimum 3 clearance branches that could be rubbed by stakes. Install stakes so they are straight up and don't 6" between lines PO -u S ri n kler F lean in to each other No Scale Tree Planting IIII IIII No Scale DSCgpF �y Trenches/Lines g 3/4" Drip Tubing next �`' No. 2176 No Scale to rootball of each plant Mulch 3"deep) pulled 2 inches away from stems6rev\(ww s Emitters 4 0/2024 Temporary Re^••°`°°*• Valves for spray sprinklers do not require filter and regulator 2 emitter 1 4"high berm for water basin at edge of root ball J,T 2 8 •22 �Q Combination atmospheric vacuum breaker/ plant short 1/4" tubing Slow release Agriform plant tablets 9TFOF CAS-�� control valve with flow control and with or IIII 1 gal plant-2 tablets per plant without auto. control as noted on plans 4 emitter _ 5 gal plant-3 tablets per plant plant 15 gal plant-6 tablets per plant Filter Water proof connectors such as DBI III ` ` ` ` ` ` ` ` ` ` ` ` Backfill native soil emitter plant . . . . . . . . . . . . . . — Native soil dug out 2 times depth of container Bottom of antisiphon valve minimum 6" When plants are installed on a = 11I� IIII_ Plant pit at least 3 times diameter of container _ above highest downstream sprinkler or emitter slope locate most of emitters 1) 8-12 hours before installation,water all plants while still in containers sufficiently Q Regu ator on the up slope side of the plant to thoroughly wet root balls U 2) Dig the plant hole at least 3 times the dia.and 2 times the depth of the plant container. ITITFOLLOW DRIP IRRIG. NOTES 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be O Sch 80 PVC risers such that when the plant is installed and settled it will be slightly above grade of existing n > Drip Emitter Placement at Shrubs/ soil. Fill hole with water.4 W G 4) Remove rootball carefully from container by tapping out,not pulling out by the stem, U No Scale Ground Covers Scarify rootball walls in 3 vertical cuts and bottom to 1/2"deep,or by cutting roots of To sprinklers Sch 40 PVC pressure line and OF direct 1/2"or larger with shears. Do not pull roots apart. burial control wires as per specs. 5) Install fertilizer packets under rootball of plant. Set rootball on prepared surface and fill hole to 1/2 the depth,tamping soil around rootball. Fill hole with water. , ` 6) Fill the remainder of the hole with backfill and pack it but do not tamp rootball. V 7) Make the water basin. Auto. Antisi hon Valve 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the p C water to percolate in,doing this 3 times or more until root ball and backfill is wet > with Filter and Regulator for Drip 9) Install mulch Q No Scale Shrub Planting E --0 0 No Scale Install as per local code and manuf. instructions - Secure controller to wall with suitable anchors as approved by inspector z FController- see legend on irrig. plan � Weather proof 120 V junction box pip 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. rSweepells OF direct burial wires This controller will be installed outside LANDSCAPE DETAILS Wall Mount Controller D No Scale Date 2/8/22 Scale As Noted Drawn Greg Job Sheet L4 of 6 Revision Communil y Development PH_AAtMCVNIbITIONS - 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-2022-010 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 08/17/22 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 EmilSu i ama pipe is specified in the irrigation legend. For joining, use a solvent complying P P P +^ ^�^'^�'�^ Caseducts or commencing with the work. um for tests. Fill pipelines slow) to avoid pipe damage, and bleed all air from nna�,age� 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 � 1.2 CONTRACTOR COORDINATION Schedule 40, threaded, coupled, and hot-dip 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 on the Plans. (Topsoil may already exist in the planting areas). Integrate El o 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 by ripping. with all rode 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 LJJ 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 an landscape grading drawings. Break through an compacted layers ~ o 1.3 DIMENSIONS AND SCALE g / y P g g g g y P y 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 = 0) YP # PP PP of subgrade material (sometimes left from building or paving pad compaction) that 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 C6 9 9 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 s rinkler s stem shall be ro erl ad'usted before final acce tance. advance notice re uired W - H wire connectors at splices. No underground splices will be allowed without a P Y properly Y J P q ) and turn soil to a minimum depth of 12". If proposed planters are in areas of � o 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 8 P existing paving or baserock, remove at least 12" of material and bring in top soil Q verify all dimensions at the site and shall be solely responsible for some or arc and distance control devices on sprinklers, including changing nozzle sizes if PART 2 - PRODUCTS U � 8 up to grade required by grading plan. Rough grading in planting areas is to be 0 8 deviations from same. 2.3 OTHER MATERIALS necessary to assure proper coverage of planted areas. (2) Relocation or addition such that when amendment is incorporated and the mulch is installed, the grade will 0 M ❑ 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 Q ❑n P Y q P be +- 1" to finish grade. U 1.4 LAWS AND REGULATIONS excessive water to be thrown onto buildin walks, avin etc. 3 Throttlin of A. Native to soil or im ort landsca e soil Q ❑ and proper installation, as selected by the Contractor subject to the approval of 9> paving, ( ) 9 P P P 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 0 the amounts recommended by the soils lab over all planting areas unless noted C) 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 H otherwise on the Plans. (2) Rip and/or till the amendment and fertilizer into the ❑❑ Eltheir 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 uJ cn El 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 even ifpop-ups are not shown on the Ian. 6 Installation of check valves to stripped, stockpiled, and reinstalled. � El PART 3 - EXECUTION P ( ) PP P 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 17 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 of 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 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 riot to 4. PESTS: P ( P P P 9 P soil areas prior to applying mulch. Mulch all planting areas to a depth as noted �pNDSCAPF 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 c,� materials and labor that are necessary to make a complete job to the true intent A. The work includes, but is not necessarily limited to, the furnishing of all 500 per pint of soil. � No, 2176 y�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 ors specifications, the contractor shall immediate) call the attention of the bury ground cover with mulch. Place and settle mulch in such a way that it does , P Y Architect and at no additional cost to the Owner. placement of topsoil, fine grading, soil conditioning, and planting. a. Soil is to have 5% to 10% organic matter at below 18 inches in depth. not get washed onto paving or block drain swales or inlets. Architect to same and shall receive the complete instructions in writing. Soil is to have less than 30% organic matter at 0 to 18 inches in depth 2 22 Organic matter to be less than 1" did. Do not use mushroom compost. 3.3 INSTALLATION OF PIPE 3.6 WEED CONTROL 1.9 INSPECTIONS/REVIEWS DEFINITION 1.2 QUALITY ASSURANCE No noxious weeds are allowed. OF - A. Handling and assembly of pipe, fittings, and accessories shall be by skilled A. The Contractor is responsible for pre-emergent weed control. Follow the CA A. Inspection or observation as used in these specifications means visual A. Plant Identification and Quality 6. FERTILITY CONSIDERATIONS: tradesmen using methods and tools approved by the manufacturers of the pipe and manufacturer's directions. The Contractor is responsible for the replacement of observation of materials, f t Pl equipment, or construction work on an intermittent basis . Plants are to be true to name, with one o each bundle or lot tagged with the a. Soil is to contain sufficient quantities of available nitrogen, phosphorous, equipment and exercising care to prevent damage to the materials or equipment. 1 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 diameter. Threaded joints shall be made up with the best quality pure joint of certain pre-emergents. Adjust the application rate accordingly. Some owners constitute acceptance of the work nor shall it be construed to relieve the common names. overcome inadequacies prior to planting. contractor in any way from his responsibility for the means and methods of compound carefully and smoothly placed on the male threads only 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, 7. COMPACTION may prefer hand weeding to chemical weed control although it is usually more construction or for safety on the construction site. Inspection or observation throughout the system. eggs, larvae, excessive abrasions, sun scalds, or other objectionable a. Compact the soil enough so it doesn't settle more when walked on and not expensive. C. On plastic threaded connections use the sealer recommended by the manufacturer will be done by the Landscape Architect only if requested by the owner in writing. disfigurements, and shall conform to the standards as outlined by the California significantly over time where the flow of drainage will be affected or soil needs to be of the plastic valve or fitting. Do not use paste sealer products on plastic 3.7 MAINTENANCE 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. v D. Connections and controls shall be functionally as shown on the drawings, but B. Maintenance will include: root systems which are not root bound. Ground cover plants (rooted cuttings) shall 2.4 ORGANIC SOIL AMENDMENT physically shall be the most direct and convenient method while imposing the least 1. Continuous operations of watering, weeding, cultivating, fertilizing, n 1 Q hydraulic friction. Install lines in planting areas whenever possible. 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 W spraying, insect, pest, fungus, and rodent control, and any other operations to LANDSCAPE IRRIGATION installation. Plants shall be nursery grown and of size indicated on Drawings. supplier, and contains a wetting agent. Also see note on planting plan E. Thread male PVC connections into metal female connections rather than the assure good normal growth. All plants not conforming to those requirements will be considered defective, U opposite. 2.5 ORGANIC MULCH 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, 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, A. See Planting Plan herein specified, furnish and apply any additional fertilizers necessary to expense. Q and all openings in piping runs shall be closed at the end of each days work or maintain plantings in a healthy, green vigorous growing condition during the 1.1 WORK INCLUDED 3. Sod shall have a well developed root system. Yellowing, brown, diseased, 2.6 PLANTER SOIL MIX otherwise as necessary to prevent the entry of foreign materials. Bending of maintenance period. r 1 dried, or pest infested sod shall be rejected. Sod is to be cleanly mowed within A. See Planting Plan and Details. V 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 materials, equipments, and labor required to install a complete irrigation system. markings turned up to be seen from above until the pipe is buried. "Snake" the hours after being harvested and installed immediate) after being delivered. Sod from debris at all times and shall be cultivated and weeded at no more than 10-day q p g ys 9 Y 9 2.7 BACKFILL FOR PLANT PITS • rl 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 v ! > 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 some day shall be removed and not used on the site. amendment thoroughly mixed and incorporated together with no topsoil clods larger Q 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 town 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 of rock and debris. Test pipe for leaks prior to backfilling joints. Obtain other approved means. settlement occurring within the guarantee period, including related damage to 1.3 SUBMITTALS soils with less clay content amend only the top 8" of the plant pit backfill as per O 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. t/) 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. 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 bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose damaged. Replacements shall be made to the Specifications as required for n 1 7 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 W L 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) CD 7. Hand Watering: Even when planting areas are watered with automatic (>1 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 �_o 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 he lab staff or an approved horticultural consultant should be included in the t shall be provided throughout the system to assure that no wiring will be under and proper installation, as selected by the Contractor subject to the approval of Owner's Representative (in writing) to make a preliminary inspection. The 30 A. Verify the location of all existing utilities and services in the line of work report. The Owner is responsible for the cost of initial testing and for any stress. the Landscape Architect. calendar day maintenance period will start when the work is approved. Replacement 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 LANDSCAPE 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 SPECIFICATIONS 1.6 ELECTRICAL CONNECTION C. Wiring, wherever possible, shall be placed in the same trench with, and begins. alongside of, the irrigation main water line. Tape and bundle wire every ten feet. selections and soil amendment specifications are subject to change depending on the A. Verify existence of 110 Volt 20 Amp. circuit for irrigation controller (by .results of the soil tests 3.1 SURFACE CONDITIONS All wiring placed under paving shall be put in adequately sized Sch 40 PVC pipe 3.9 FINAL INSPECTION others) at location noted on plan for installation of controller. 5. If bidding is done prior to soil fertility tests, bid 6 cu yds. of nitrolized A. Examine the areas and conditions under which the work of this Section will be sleeves prior to paving operations. A. At least 5 days prior to the anticipated end of the maintenance period, the RWD sawdust and 16 lbs. of 12-12-12 fertilizer per 1000 sq.ft. tilled or dug into performed. Correct conditions detrimental to timely and proper completion of the D. Wire for 24 volt control lines shall be size #14 OF direct burial irrigation Contractor shall submit a written request for final inspection. The planting wire. Unless noted differently on the plan, common grounds shall be white, size the top 6" to 8" of soil in all planting areas for bidding purposes only. Revise work. Do not proceed until unsatisfactory conditions are corrected. areas shall be weeded, neat and clean. The work shall be accepted by the Owner Date 2/8/22 bid when results of soil fertility tests are obtained. B. Weed and Debris Removal - All ground areas to be planted shall be cleaned of #14 OF direct burial wire. For wire runs over 1000 feet consult with Landscape exclusive of the plant materials upon written approval of the work by the Owner's As Noted Scale Architect for wire size. Under no circumstances, on multiple controller all weeds and debris prior to any soil preparation or grading work. Weeds and Representative. installations, will a single common ground, shared by each controller, be debris shall be disposed of off the site. Drawn Greg permitted. Each controller shall have its own separate common ground wire. Job Sheet L5 of 6 Planning Division — Cupertino CU URTINQ APPROVED ase # R-2022-010, A e ' provaI Body: Director/ StafF da a H Y=R oU a „ prova I Date 08/17/22 S nature Emi Su i ama � Case Manager W U) O � Q W O z Q o r � O 0prn 0 06 U) W — �: z W E-- O Q z ry I- = � w 0f 0 00 0=0 0 4 t LL Uj Z � CO1/ V 2 a c 7 1 W 8680 ILL 0 � Qo 18680 NEWSOM AVE 1869 0 NEWSOM AVE 18700 NEWSOM AVE � z N V O r co Q � � � U o Qr10 OREVISION DATE 0 �2�� 0 DRAWN BY: JIACHENG(JACKSON) LU LEED GREEN ASSOCIATE JOB: 121 12020 SIGNATURE: �ry SCALE: 1/4"=V-0" STREET SCAPE Co munity Development Department m Planning Division - Cupertino tUPERTINO A TRE w Case# R-2022-010, A IS SOLELY FOR THE USE OF THE ARCHITECT FOR THE DEVELOPMENT OF HIS/HER 0 A HITECTURAL DRAWINGS TO OBTAIN BUILDING PERMITS. Approva I dy: Director/Staff 08/17/z2 THE DELIVERY OF THIS MAP IN AN ELECTRONIC FILE DOES NOT CONSTITUTE THE DELIVERY OF MY Approva I to PRnFESSION.A.1 kninRu PRODUCT. THE SIGNED PAPER PRINT IS PROVIDED TO THE CLIENT AS AN Signature Emi Su i ama INSTRUMENT OF SERVICE. IN EVENT THE ELECTRONIC FILE IS ALTERED, THE SAID PAPER PRINT MUST BE Z Case Ma„a _ E ORIGINAL AND CORRECT SURVEY INFORMATION. RW ENGINEERING, INC. SHALL NOT N O BE RESPONSIBLE FOR ANY MODIFICATIONS MADE, BY OTHERS, TO THE ELECTRONIC FILE, OR ANY U) PRODUCTS DERIVED FROM THE ELECTRONIC FILE. w 3. THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY AT THE TIME THE SURVEY WORK WAS COMPLETED. 4. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1-800-642-2440). z 5. ALL DISTANCES AND DIMENSIONS ARE IN FEET AND DECIMALS. 0 5 10 20 U V) o 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. Z 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). 0 V) Z_ o 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY RW ENGINEERING, INC.. SCALE: 1 " = 10' z a, E OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. W � 0O Z c� � CONE �— � � N00 V z 0 U �0o o' W L Qj ABBREVIATION U Ln AD AREA DRAIN A.E. ANCHOR EASEMENT AC ASPHALT CONCRETE NEWSOM AVENUE (501) Cis CUIRB & GUTTER C CONCRETE �000 oo� S82'59'21'E 1037.48' (BASIS OF BEARINGS) 00 0°� +oo° DI DRAIN INLET �'o° SS— �S — SS — �� — �S — �� — �� — �� — — FF FINISH FLOOR GRADE S82'59'21'E 222.48' MON—TIE FL FLOWLINE �� LANDGM GA S� SITE BENCHMARK: LG LIPSOFETERGUTTER �� o��gT Y ,�q�� o° MB MAIL BOX NO. 8931 SET NAIL o°oo. P.U.E. PUBLIC UTILITY EASEMENT o * RENEWAL DATE: P.S.E. PUBLIC SERVICE EASEMENT ELEVATION=100.00 ASSUMED DATUM N SDMH STORM DRAIN MANHOLE � 9-30-2�OQ SSCO SANITARY SEWER CLEANOUT OF CALL 4 ROLLED CURB SSMH SANITARY SEWER MANHOLE ��o°o oo ��000 0 00 S/W SIDEWALK BASIS OF BEARINGS: ° o° TC TOP of CURB o�off° 5�oho o�oho SIDEWALK °�°�� °�ono °�oo� °oC0 Lo°° °�°°° 5�0°� TRC TOP OF ROLLED CURB THE BEARING S82°59'21"E OF THE CENTERLINE OF NEWSOM AVENUE W.C.E. WIRE CLEARANCE EASEMENT AS SHOWN ON TRACT MAP NO. 1320, FILED FOR RECORD IN BOOK WM O O WM S82'59'21 E 6 .00' WM WATER METER z 54 OF MAPS AT PAGES 34 & 35, SANTA CLARA COUNTY RECORDS. CONC D W CONC D/W O 6REE LEGEND Uj c-' 16 SITE DATA: 0 TREE I � a T / -- PROPERTY LINE Q 11 \ ° °° CONC D W 4 _ �� ° CENTERLINE z U 18690 MEWSOM AVENUE / �_�� I oo° TREE I I I CUPERTINO, CA �— — 5 W Q LOT 15 TRACT 1320 o G SS UTILITY LINE—TYPE AS NOTED APN: 375-30-004 ° o°o +oo�o Goo o , i I TREE > U Z o \ / 6O STREET LIGHT Q AREA=6,300 S.F.f < U) Go�� _ , loo ❑PG&E UTILITY BOX—TYPE AS NOTED O o Q ❑WM/GM WATER/GAS METER o°� +v6v CARPORT � z \ N Da WV WATER VALVE O ° . ® CURB CATCH BASIN U) Goo TREE oo� ° Go o° +� FIRE HYDRANT 12 I G o o o° �..j +v°°o �I Go ° O M H MANHOLE-TYPE AS NOTED \ GM X Uj O CO SANITARY SEWER CLEANOUT z � ,% GARAGE Goo�� o GFF=102.7 PP�O1—OH POWER POLE W/ OVERHEAD WIRE C) /7zCONC PATIO BENCHMARK U NEIGHBORING °°°C oo°�� p HOUSE o z 200 CONTOUR LINE ,w MM EX. HOUSE Q3W CARPORT MON MONUMENT W cM / z TREE FF=102.8 G God oo 0 12" TREE-TRUNK DIAMETER IN INCHES M ono° ° / NEIGHBORING SPECIES NOTED WHEN KNOWN 8 I o ooO oo. o° / \ HOUSE I ° °o / TREE 0 I GUY WIRE Go o W W ,11 '14 L.L G�vl EM '6°° °� U) ST X CONC WALK oti SHED L.L Doti � � Q 0 0� o° °ti o� O 0 °° +°° o°° °° o�° + z oti O � k, THE G°o +�° / TREE 8'oo \ \ ti +° of 1 6" o o I I +\°° °ti o x � �\ X /+ x +�o DATE: 1/27/2022 SCALE: AS NOTED 259121'E 60.00' OH OH OH p OH OH OH OH DESIGNED BY: RW DRAWN BY: RW SHEET NO. S U - 1 OF 1 SHEETS