The URL can be used to link to this page

R-2022-021 Approved Plans T Communit Development Department Planning Division - Cupertino 2� CUPERTINQ APPROVED LEGEND: Case # R-2022-021 0 ems" 0 ApplicationNumber(s) v? PROPERTY LINE N S Approva I B dy: Director/ Staff o, WOOD FENCE off$ W Approva I to 08/29/22 s w o CHAINLINK FENCE o Signature Brianne Harkousha lOA c Q Case Manager 0222 -x x x METAL/ WIRE FENCE Q � o -On On OVERHEAD WIRES 3 W o + ~ �t 102.41 102•I BUILDING �--i G' WOOD / _ _ FENCE 02.40 --------- ----------� / 102.40 WALL G' WOOD 102.42 FENCE CON 102,24+ 102.2 902.23+ 02 29 CRETE + SHED 02, n you PAVEMENT +102 IO2 \' 102.26 102.35 � III BRICK 2,� + +102.62 � 10�5 + Z + 02.3 SLATE/ STONE .0 .i, y + 10227 I Ot2.47 .0O. w w 102.8 I 02.4 GRAVEL + v 102.46 102.24 �/ w 102.6a 102.90 2�+ �_� � GRASS/ NATURAL GROUND v v 777 0 < +I 02.36 .70 LAWN �v w O j02 28i +I 02,2 +102.59 Z '�o SPOT ELEVATION o 02 0 }2.50 02.32+ d 0 .54 O � 0 / �p .. JrIED 102 19 O �I og a p O• �� _ TREE TRUNK, APPROXIMATE o/y� �� +IO2.64 2.50 02.74 � C1� 102.97 � ,,2.43 s� �' � -DIAMETER IN INCHES l� P 102.52 I 024 D +IO2.23 � +IO2.8 v TREE DRIPLINE 102.5y6+ v"DO* aa 03.OE) 103.05 +102.16 W 102.55Z W � + +'�02.78 ° +�,��22= 02+5 W 103.26 02.1 T. E. THRESHOLD ELEVATION 102.92+ �� y0 103.36 HOSE +102.44 + O 02.42 102. 00 M 00 w BIB 102.58 POWER 102.57 � - - W I OG63 MINETTE PLACE IO2.29+ 102.8 103.09 102.66+ O POLE + \ �. .� �. .� .� �. +I o 1.9 1 � w c� U +102.57 1+3.12 �2o A55REVIATION5 - \ +1o2.5a 2 + A.P.N.: 375-32-040 os 103.05 103.E 1�.�$.82 +l 03. 44 U IO2.5 a PARCEL AREA: 9, 184 5F 02 64 N a C/L CENTERLINE � � � � z \} +10I.60 PEAK ROOF EL- 102.73' CLF CHAIN-LINK FENCE Q � BOULDER - GAS I O° +102.55 40 METER \o STUMP � E'LY EASTERLY � z � REDWOOD SLAB EL= EL ELEVATION E 03.52 \ TREE ° 18 \ 02.71 102.73 + 02.30 T.E.= 102.64 +lol.oa N'LY NORTHERLY Q Q o, w DECK \ 1 03.30 39• ��' d+a + 1o1.2a NE'LY NORTHEASTERLY +I 2 4g \ 102.92 00.8 UTIL +102.8 + 100.53 NWLY NORTHWESTERLY \ CLOSET I 02\7+ +j p 1 sa 00.82 100.51 OH OVERHANG P/L PROPERTY LINE 1 oz.7a 102.62 O SLY SOUTHERLY f+102. 2 RISER O� +Io2.90102.75 102.93 +101.49 O 103.22 ..100.64 I--( SE'LY SOUTHEASTERLY �QA� E + 2 72 270 SWLY SOUTHWESTERLY y0 03.54 102 6 102.63 40,85� DRIVEWAY +1 !T6 +100.64+ 02 44 02.73 GO" + 102.44 �' 100.53 WILY WESTERLY 102.65 p WF WOOD FENCE 3 v4� 3h \ +102.5G STU P +102.37 O �! b G' WOOD +I03.06 Lr FENCE ZX1 O + 03.10 II +I00.56 +I o2.75 0 �• �� \ +I 02.56 +I o 1.92 SEWER J 102.s6 +'02'4a U +101.56 - MAN HOLE Q • C9 + 101.53 � +10 32 0 .50 coo, S \i, to 102.59 A \ + 1+N 02.72 102.79 102.5 102.61+ N 00.47 100.85 +100.67 02.55 +I 03.14 co �0 +I 02.39 102.E� 1 3.08 w 103.02 10.56 1 03 20° °� P00.73 0 , 00 + +I 03.03 +I o3. 103.12+ 0 TREE 564 3 `- - o 4 RISER HEDGE + 102.59 �8 - \ M f 102.56 +101.9 +I 01.72 II G�rJ G� � - Q\� 14 SHED 03.08+ - d+102.53 + HEDGE p +10o.5a - - OQ G STUMP - +1o3.72 i10 •33 WATER I I �y TREE GATE +l o3.og METER + �� o2.a3 I o3.2e +103.1 o PLANTER O * 03.22 102.96 03.62 02.20 +I 00.58 o2.36 101.50 00.3b �QA� N53045'I O"W 122.07 �! __j \- G' CHAIN 0 O GFE OOD o LINK FENCE b NCE - � J w z z z O 00 0LL- LL- � U LEGAL DESCRIPTION LOT 224 TRACT #1088 RECORDED IN BOOK 42 PAGES 24 THROUGH 29 OF SANTA CLARA COUNTY RECORDS SURVEYOR'S NOTES 1 . PROJECT BENCHMARK: ELEVATIONS ARE ON ASSUMED DATUM. 2. ONLY TREES G" AND ABOVE WERE LOCATED ON THIS rNiRy� SURVEY, SMALLER TREES AND SHRUBS ARE NOT SHOWN. a 3. DISTANCES SHOWN HEREON AREA EXPRESSED IN FEET AND !b V }� I DECIMALS THEREOF. VICINITY MAP �! PH NOT TO SCALE i'w'�"+WI�I Orr FumdwgnstAm L SURVEYOR'S CERTIFICATE fIW41VAbn �1PH 1 f I KACIE A. PLOUFF, CERTIFY THAT I AM LICENSED AS A ` Cuperilm CA RasnhowHouse t:rn}+++tiny. PROFESSIONAL LAND SURVEYOR IN THE STATE OF CALIFORNIA Family(5gycar.r � � (REF. NO. 9013) ' S+�bnnn`a�:hlldrar� I FURTHER CERTIFY THAT THIS PLAT REPRESENTS THE RESULTS OF n ` A TOPOGRAPHIC SURVEY CONDUCTED UNDER MY SUPERVISION chap ' +s AT THE REQUEST OF THE CLIENT. GRAPHIC SCALE w s o a a 16 32 ��NAL LAA10 o , J" Q K IE A. A kph{} 4 ( IN FEET ) N OU;F PROJECT NO. y 1 inch = 8 ft. ¢ � ''�►,,�¢ ��8. I Fo o NCR-21-198 CA1.IF SHEET NO. KACIE A. PLOUFF, PI-5 9013 1 OF 1 Comml ity Development Department REVISIONS BY Plzrning Division — &��rtiRdLAN LEGEND 0 5.23.22 cuPeRTino APPROVED o Case # R-2022-021 PROPERTY LINE 7.12.22 i NB�o Application Number(s) i �9 Approval Body Director/ Staff SETBACK LINE _ // + S3,� Approva I Date 08/29/22 Signature E ranne Harkousha (E) RESIDENCE Cx—X� i; \ SHED X—X ' Case Manager /! } �� , SAD ARC A/ ( /'N) RESIDENCE / \ G�ADITI MUKHERJEE 0 \ �` . J LIC. C31611\ �+ i rn REN: NOV. 2023 (N) SECOND / BE FLOOR REMOVED �� -� 20 O 0 9TF of �F°�� COVERED CAS PORCHES LEGEND 1, 0 Oa o� i' S. //TO BE �'�40 ' � x i W 0 SCOPE OF WORK. / REMOVED \ ti NEW TWO STORY HOME 3664.3 SF 41 04 U WITH ATTACHED TWO CAR /� x X \ W ° ° U M GARAGE 465.9 SF o� ;'' / x +� o �+ + \ \ v M NEW LANDSCAPE FOR THE ENTIRE o° ' A�°0' o \ \ �° TOBE N v SITE 4116 SF C,I ��\ REMOVED i U W p00 SHEET INDEX \� a 0} a Al SITE PLAN,AREA SUMMARY / / TREE �+ x x x \ x i Q TS NEIGHBORHOOD CONTEXT,VICINITY MAP �*- ' Q D1 DEMOLITION PLAN ROTECTION X T _E FENCE O RE vE LT EXTERIOR LIGHTING PLAN 1 \\ x Ntn 35x� i + CO SURVEY A2 NOT USED A3 FIRST FLOOR PLAN A3.1 AREA CALCULATION ` d A4 SECOND FLOOR PLAN Zwa\\\\ / OVERED A4.1 AREA CALCULATIONS \ CH I T�F 15'-0"REQUI &PR P�SED ! 2 A5 ROOF PLAN o — — x — J ! O A6 EXTERIOR ELEVATIONS MON�o REMOVED a S C S D B KR I 0 OQ A7 EXTERIOR ELEVATIONS o o ¢ i A8 BUILDING SECTION \ d LO LANDSCAPE DOCUMENTATION \\�\ x PORED I I REQUIRED&PROPOSED L1 LANDSCAPE PLAN FIRST FLOOR L2 IRRIGATION PLAN ROOF EA I 3 - 4 i �\ I � SIDE SETBACK O L3 HYDROZONE PLAN \ ° . L4 LANDSCAPE DETAILS rn \ LS LANDSCAPE SPECS PLAN / to \\\ a I ROOF EAVE 1ST.STORY U / WINDOW 14"STUMP PROJECT SUMMARY TOBEREMOVED 3 x ! l HEAT PUMP PROJECT ADDRESS 10683 MINETTE PLACE PROPOSED AC UNITS ARE NOT APPROVED 7- x I < �� N x Ny . I . x i AS PART OF THE PLANNING PERMIT AND p. \ O T i / 1 ST.STORY APN 375-32-040 WILL BE REVIEWED AND APPROVED AT Soti \� I S� II ° WINDOW V ZONING DISTRICT R1- 5 BUILDING PERMIT PHASE. �040 ¢ i a rT rTl LAND USE LOW RES 1-6 DU/Ac FLOOD ZONE NO Q�}1 ti G� x AREA CALCULATION Y / WINDOW l�r+ NET LOT AREA 9184 S.F. I WINDOW ALLOWABLE FLOOR AREA 4132.8 S.F. (45%) — \ 5 — x I °3'=2° 0 00 W ALLOWABLE LOT COVERAGE 4592 S.F. (45%+5%) \O / a O.E VE l y� OPENx Q � ATI x ° °I TWO STORY RESIDENCE FLOOR AREA SUMMARY N Vt — — — U/ NEW FIRST FLOOR 2338.3 S.F. I . / 1ST.STORY ATTIC ABOVE 5 FT. 0.0 S.F. x < 4 / WINDOW w FIRST FLOOR ROOF O/ 16 FT. 0.0 S.F. \ N� 6' x �� o, NEW SECOND FLOOR 1326.0 S.F. <2 rn \<� I G�-o i .° TOTAL LIVING AREA 3664.3 S.F. 1ST.STORY WINDOW \ \ � � �� ° NEW 2 CAR GARAGE 465.9 S.F. 1ST.STORY I 60"TO STUMP X ` * WINDOW I TO BE REMO D TOTAL PROPOSED FLOOR AREA 4130.3 S.F. 1ST.STORY ALLOWABLE FLOOR AREA 4132.8 S.F. WINDOW I NEW ° I SECOND FLOOR TO FIRST FLOOR RATIO 47.3% 1ST.STORY PORCH TO BE MOVED TWO CARGARAGE WINDOW — LOT COVERAGE SUMMARY � � S ° I FF 103.16 I �X o 2 4 6 8 12 FT. W NEW FIRST FLOOR 2338.3 S.F. oSti I LLLLLLLL LLLL LLLLLLLLLLLLL d ONE STORY RESIDENCE g LLLLLLLL LLLLLL LLLLL ��LL NEW FRONT PORCH 24.0 S.F. &4LLL NEW REAR PORCH 322.0 S.F. �� OO� LLLLL LLL L LLLLLLLLL J LLI ..LL LL L BAY WINDOW 26.1 S.F. S S a ° �L LLL LLI 1 L LEI Q �Z. LLLLLLL LLL I i L LLL LLLLu i g5 S B 1l� IB1LL LLLLL LLL L - 1� ti L�- LLLL LLLL LLLLLL LLLLL- 1��' ' d i LLLL LLI I .LLLLLL L LLI �LQ- ml LLLL LLI LLL LLLLI SECOND FLOOR OVERHANG 0 S.F. 2' P LL LLLLLLLLLLLL- LLLL LLLLLLL LL LL NEW GARAGE 465.9 S.F. LLLLL LLL LLLLLLL LL LL x LLLLLLLI LLL LLLLL �I i .LLI 1 0 2 4 6 8 12 FT. TOTAL EAVE PROJECTION 278.0 S.F. � .oI LLL LLLLLL I LI p LLL LLLLLL�p -LLL TOTAL PROPOSED COVERAGE 3454.3 S.F. (37.6%) / d P LL LLLLLLL, _LLL L-----N - -- _LLLj N W w LLLLL` tL L O L LLLLLL LLLLLLLCr- , L SIC L LLL Uh tl_LLLLLLL LE LL �LLL L� i_LLLLLLL'C'LLI=I � REMOVE&REPLACE BROKEN/CRACKED SIDEWALK AND V1 �,LL �LLLLLLLL L- ROLLED CURB PER CITY DETAIL 1-16& ? LLLLLLLL Lr� L- p� -Lear i-L 11 LLLLL II 1-19 AS DIRECTED BY THE PUBLIC WORKS INSPECTOR. _L L 1 L L, LL THE PROPOSED GRADING AND DRAINAGE PLAN SHALL - lJ'X IJ'LLB REFLECT NOT MORE THAN 5%SLOPE BETWEEN THE NEW d L L. 11 I _LL I PROPERTY LINE AND NEW CURB. LLLLL L A DRAWN x Q L LLLLL L LL LLL L� — AM o LLL II I li IIII L LLL LL CHECKED LL DATE X SCALE 1/8 if = 1'-0" JOB NO. EXISTING NORTH I CURB CUT SHEET O\ TREE TO REMAIN TECTION SITE PLAN / \ FENCE Al 0F SHEETS Comm nity Development Department REVISIONS BY PI ning Division - Cupertino / 56'-2" 5.23.22 CUPERTINO APPROVED Case # R-2022-021 42'-6" 13'-8" 7• 12.22 Application Number(s) Approval Bod Director/Staff / Approval Date 08/29/22 / Signature rianne Harkousha / C° I 1 Case Manager A PROJECTED C� ADITI MUKHERJEE 6` 0 DC. C31611 -A O WINDOW -' N REN: NOV. 2023 si i< , DW ABV. FLOOR , F OF CPORC KITCHEN co B I I I W o PORC N GREAT ROOM 00 001 wM ° ) 00 N iaU I I U � EA UM op EA UMD 7'-5"\ e- N OVENS L_ REF PAN Y BEDROOM 1 LO WET- - - - - N - - -BAR STORAGE BELOW LANDING CLO CLO � N I 0EUQE i BATH _00o I 2 UP- BEDROOM O COATS ❑ `° w N \ - - - - - - - OPEN STAIRS o co 1 3 -9 L UNDR o P-+ 0 0 I W F w ►-, w ►-� ATH 2 DINING I I D o � ❑ � wH � � ZO ZEN I H � Z PATIO 5'-4 1/2" , w 17$-5" Ln w � � I ENTRY E o0 GARAtE o NIINETTE PLACE AREA CALCULATIONS - - - - - - - - - - - N I FIRST FLOOR K 56.16 32.62 1831.94 13.66 8.04 -19.83 G LI VI N 1.00 5.33 -5.33 5-° L) 4.58 7.00 -32.06 HIGH E 21.58 30.04 648.26 � 1 CEILING P CH CA IF 10.16 -54.56 00 7 C 7.66 7.70 -58.98 H 17.41 6.83 118.91 Q 1-4 3.75 2.25 -8.44 w n•-I CA FIRST FLOOR TOTAL 2338.36 N a•+ O SECOND FLOOR ;' N _M 38.66 18.00 695.88 - - - - - - - - - N 11.95 3.08 -36.81 C F 34.50 12.66 436.77 1 Q 6.75 3.08 -20.79 R 12.58 19.95 250.97 HAWN ---- SECOND FLOOR TOTAL 1326.03 _ ------ - AM CHECKED 0 2 4 6 8 12 FT. / DATE �'TCITAL HOUSE FLOOR AREA 3664,38 I NORTH 2.16.22 9'-6" -8" 13'-11 / 21'-2" SCALE K 2-.1_ 21.00 444:36 1/4If = 1'-0" l L 5.75 21.56 1�_G» 56'-2" JOB NO. SHEET GARAGE TOTAL 465.92 / TOTAL HOUSE FLOOR AREA. 4130.30 / ALLON ABLE FLOOR AREA 4132.80 / A301 FIRST FLOOR AREA CALCULATION 1/4 = 1,-0" „ OF SHEETS �STANDPIPE E NY CLOTHES WASHER SHALL EXTEND MORE REVISIONS BY Comm nityT RI 'NPN��90T LESS THAN EIGHTEEN(18) INCHES ABOVE PI nir y[YiRiMMITEV��iri,6Y CLOTHES WASHER STANDPIPE RECEPTOR SHALL BE \ / 56'-2" INS4� I. a F OW THE FLOOR,BUT SHALL BE ROUGHED IN NOT LESS THAN SIX 5.23.22 cuPeRrino (6) INC � 16 NOT MORE THAN EIGHTEEN(18) INCHES (457 MM)ABOVE THE / S Case # W0022EO1804.1] 42'-6" 13'-8" C( 7.12.22 Applicati(o9�1'I�-1 Sifi�N AIR OPENINGS AND COMBUSTION AIR DUCTS SHALL BE 14" PROVIDED WITH A GALVANIZED SLEEVE (NO.26 GATE) STEEL EXTENDING SF Approval I Bod Directdr"Agth-NM)ABOVE THE TOP OF THE CEILING JOISTS AND INSULATION. / N 12'-6" 9'-8" LC Approval I Date 08/29V2'IC 701.101 / � CONC.LANDING L L of 20'-4" STONE/TILE 13'-8" C( Signature rianne H ATERMINATING IN ATTICS SHALL NOT BE SCREENED. [CMC CO 0 cal a Qk5d][NFPA 54:9.3.8,5] - - - - O 15'-0" SLOP TF gED ARC STAIRCASE NOTES: N 6"STEP 21 D4 D( �� 1.WIDTH OF THE STAIRWAY SHALL BE 36"MIN. _ PROJECTED DOWN G ADITI MUKHERJEE co D( LIC. C31611 2.RISE 7'/<"MAX.RUN 10"MINIMUM. I O5 WINDOW CONC.LANDING _ J 3.HANDRAILS TO HAVE A 1 ''/d'TO 2"GRASABLE CROSS SECTION,NO N _ _ STONE/TILE H _ _ REN: NOV. 2023 SHARP CORNERS AND A HEIGHT OF 34"INCHES ABOVE NOSING, EXTEND +24" I CONTINUOUSLY FROM TOP TO BOTTOM RISER AND TERMINATE AT NEWEL _ _ SINK DW I AB V. FLOOR FULL IT TF N S- y POSTS OR RETURN TO WALLS. GLASS 4. THE HANDRAILS MAY PROJECT INTO THE REQUIRED WIDTH OF THE PORCH\ T , � I � - - - - - � - - SF oF cA��Fo STAIRWAY 4 /z,,AND SHALL PROVIDE 1 /z„SPACE BETWWEN THE WALL AND 1-1" HANDRAIL. SHOWER FAUCET: KITCHEN I 0 5. PROVIDE'/z"INCH GYPSUM BOARD AT WALLS AND SOFFIT OF ENCLOSED CONTROL VALVES AND � USABLE SPACE UNDER STAIRS. SHOWERHEADS SHALL BE 6" STEP INSULATION NOTE: LOCATED ON THE SIDEWALL I I (D5 DOWN INSULATION SHALL CONFORM TO FLAME SPREAD RATING AND SMOKE OF THE SHOWER I 21 w DENSITY REQUIREMENT OF CRC 302.10 COMPARTMENTS OR BE W OQ I o GREAT ROOM I FULL LIT. ~' o q � rU FIREPLACE AFTER INSTALLING INSULATION, THE INSTALLER SHALL POST AN INSULATION THAT THE SHOWERHEAD = OO I i I GLASS `"' C)OTHERWISE ARRANGEDD SO O H w CERTIFICATE, SIGNED BY THE INSTALLER AND THE BUILDER, IN A DOES NOT DISCHARGE MINA" I o� W/Ty I O U a W CONSPICUOUS LOCATION IN THE BUILDING, STATING THAT THE INSTALLATION 0 CONCRETE rOO WALL DIRECTLY AT THE ENTRANCE " PADBELow I U Z M CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2 -53 OF PAD BELOW TYP a U x ", THE CALIFORNIA ADMINISTRATIVE CODE. TO THE COMPARTMENT AND I v, HTE BATHER CAN ADJUST I U W p PLUMBING VENTS TO BE MINIMUM 10 FT AWAY FROM THE VALVES PRIOR TO I W Z o OR AT LEAST 3 FT ABOVE ANY OPERABLE SKYLIGHTS. STEPPING INTO THE SHOWER \ uMP I I BEDROOM 194 SPRAY ( CPC 411.10) 42 -4 I �-+ U a VENTILATION NOTES: �D 19'-1" 6'-9" 12'-2" 4'-4" I Q '- U 1. VENTILATION KITCHEN MUST INCLUDE AN EXHAUST FAN DUCTED TO THE OUTSIDE REVIEW WITH OWNER THE EAT I CO WITH A MINIMUM VENTILATION RATE OF 100 CFM. CA ENERGY CODE 150(0)AND FLOORING, BASEBD. INTERIOR 7 _5» UMP 0 '-2" 152(A). OVENS DOORS AND FINISHES 2. UNDER THE ASHRAE 62.2 REQUIREMENT, PROVIDE A NOTE THAT A LABEL MUST BE L REF PANTRY 62" PROVIDED NEXT TO THE SYSTEM SWITCH THAT STATES TO MAINTAIN MINIMUM FOR EACH ROOM AND EACH ` I 4'-4" 9'-4" Ln LEVELS OF OUTSIDE AIR VENTILATION REQUIRED FOR GOOD HEALTH,THE FAN BATHROOM I CONTROL SHOULD BE ON AT ALL TIMES WHEN THE BUILDING IS OCCUPIED, UNLESS CONTRACTOR TO COMPLY " WET I N THERE IS SEVERE OUTDOOR AIR CONTAMINATION. WITH THE FLOW RATE I N BAR - - - - 4' 6" 00 2,8„ INSTALL WATER O REQUIREMENT OF ALL NEW 28 19 -1 I cE� cFORRM PROOFING mN PLAN NOTES / BUILDING CODE NOTES ARE REFERENCED IN THE PLAN AS BATHROOM FIXTURES z's" AIR HANDLING UNDER ENTIRE PER C A L G R E E N CODE I I STORAGE 2,6„ UN T OCATION BATH TYP.AT ALL BATHS BC I 2'8" 2z"x 0" BELOW # CRA Ss 26 s ACE A LANDING CLO. TB PLUMBING FIXTURE NOTE: 3'-11" 14'-8 1 2" 5 1/2" - N N $c Bc RECTANGULAR 2'6' 10 N WINDOWS & SKYLIGHTS SHALL CONFORM TO THE U-FACTOR AND SHGC'S A. WATER CLOSETS SHALL HAVE OF N 9RI ERS .6" SEE DETAIL \ 20 HO ALL WINDOWS AVERAGE WATER CONSUMPTION OF NOT CC - - - - - TREADS- r FAII 6, CL SHWR. B PROVIDED ON SHEET T24.1 MORE THAN 1.28 GPF -� OFFICE UP 19 RISERS-7.6" � SHWR. L v i TREADS- SHWR, m O B. SHOWER HEADS SHALL HAVE A WATER BEDROOM 2 2,$„ N C 0 A TS FAUCET El �+ SHOWER AND TUB SHOWER WALLS SHALL HAVE A SMOOTH, HARD, FLOW RATE OF NOT MORE THAN 1.8 GPM rTl AT 80 PSI " O - - - - - - - - - OPEN STAIRS - - - - - W NONABSORBENT SURFACE (e.g., CERAMIC TILE OR FIBERGLASS OVER A C. THE MAXIMUM FLOW RATE OF 0 n2'11" o M--� ec N 4'-7" 2' g" 100 MOISTURE RESISTANT UNDERLAYMENT (e.g. CEMENT, FIBER CEMENT, OR GLASS RESIDENTIAL LAVATORY FAUCETS SHALL 21 2'-9„ LO MAT GYPSUM BACKER) TO A HEIGHT OF 72 INCHES ABOVE THE DRAIN INLET. NOT EXCEED 1.2 GPM AT 60 PSI ( CPC - - 0 2,8„ S -- -9- N OL WATER RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED OVER A 403.7) I 3 16'-3 1/2" = 10'- 7'-5' x r'1 O VAPOR RETARDER IN SHOWER OR BATHTUB COMPARTMENTS ro D. THE MAXIMUM FLOW RATE OF 6'-0„D3 N W RESIDENTIAL KITCHEN FAUCETS TO D2 �� TB I L UNDR ; w ,� NOTE: COMPLY WITH CPC 403.6. THE MAXIMUM BC RECTANGULAR Q, w 2'8" 14'-8 1/2" g DRATYP FLOW RATE OF KITCHEN FAUCETS SHALL Bc INAT ALL I F AT BATHS,CONTROL VALVES AND SHOWER HEADS SHALL BE LOCATED ON THE NOT EXCEED 1.8 GALLONS PER MINUTE 20 SHOWERS-TYP. 2'6' °' l SIDEWALL OF SHOWER COMPARTMENTS OR BE OTHERWISE ARRANGED SO AT 60 PSI. KITCHEN FAUCETS MAY N 0 SxwR. I B A.2 2 8„ TEMPORARILY INCREASE THE FLOW ABOVE I DINING CONTROL D THAT SHOWER HEAD DOES NOT DISCHARGE DIRECTLY AT THE ENTRANCETHE MAXIMUM RATE, BUT NOT TO EXCEED 0 6"TO SHWR. m _ °' FAUCET THE COMPARTMENT AND THE BATHER CAN ADJUST THE VALVES PRIOR TO 2.2 GPM AT 60 PSI, AND MUST DEFAULT STEP TO A MAXIMUM FLOW RATE OF 1.8 GPM FE 1111 1 1 DOWN t1 -1 1 Z STEPPING INTO THE SHOWER SPRAY. AT 60 PSI. Z E N MIN.20 MIN. V 1 PATIO 2'-9 1/2" SOLID CORE STEP ABC SELF CLOSING DOWNL O � �•Gi RAILING NOTE: I STONE/TILE 5'-4 1/2" SELF LATCHING DOOR PROVIDE WEATHER �I•� A. GUARD AT OPEN SIDED WALKING GARAGE NOTE: 3TPJPPING 2,8„ SURFACES SHALL BE NOT LESS THAN 42" _ HIGH. m N A.DUCTS PENETRATING THE WALLS OR CEILING I 7"STEP � l SEPARATING THE DWELLING FROM THE B. REQUIRED GUARDS SHALL NOT HAVE D7 r GARAGE SHALL BE CONSTRUCTED OF A OPENINGS FROM THE WALKING SURFACE TO 1 MINIMUM 26 GAUGE SHEET STEEL OR OTHER THE REQUIRED GUARD HT.WHICH ALLOW - APPROVED MATERIAL AND PASSAGE OF A SPHERE 4" IN DIA. ENTRY I SHALL HAVE NO OPENING INTO THE GARAGE. N N I 17'-5" 3'-9" 8' 2" 0 STAIRWAY NOTE: co r 13'-6" - 3'-0" A. MAX. RISE 7.75" AND MIN. RUN 10" CRC 3'6„ CONTINUE 8"TYPE x GYP.BD. GARAtE 0 R311.7.5.1 IN THE GARAGE ATTIC SEPARATING THE HOUSE - NOSING READ. WITH TREAD DEPTH LESS THAN Bc -AN.DUMC�Ac�WAU- - - - B TYPE x GYP.BD. N 11" I 21 SHEETROCK WALL IS CONTINUOUS AT THE GARAGE CEILING WINDER TREADS SHALL HAVE MIN. DEPTH OF FROM FOUNDATION To UNDERSIDE SEPARATING THE HOUSE 6" AT ANY POINT WITH IN THE CLEAR WIDTH oFSEcoNDFLooR AND THE GARAGE OF THE STAIR. sTEP 15 2, LIVING FOUNDATION VENTILATION B. HANDRAILS NOT LESS THAN 34" OR MORE DOWN THAN 38" ABOVE THE NOSING OF TREAD. CRC FOUNDATION VENTILATION CALCULATION FOR THE ENTIRE HOUSE R311.7.8.2 HIGH HANDRAILS SHALL BE PROVIDED ON AT LEAST I sTONSLOPE CEILING ONE SIDE OF EACH CONTI 00 sLOPE . RUN OF TREADS � TOTAL CRAWL SPACE AREA FOR THE MAIN HOUSE......................1242 S.F. � 4''HT WITH 4 OR MORE RISERS AND SHALL RETURN NEW 3zsAMP Z TO A NEWEL POST OR SAFETY TERMINAL. ELECTRIC REQUIRED VENTILATION......1242/ 150 x 144 = 1192.3 S. I. C. HANDRAILS ADJACENT TO A WALL SHALL PORCH METER HAVE A SPACE OF NOT LESS THAN 1.5" OVERHEAD SERVICE PROVIDE 19 5 x 14 FOUNDATION VENTS BETWEEN WALL AND HANDRAILS. CRC rTl a STONE/TILE I-�--1 ( ) R311.7.8.2 I 16FT. x 8 FT.WIDE 3 SECTION OVERHEAD DOOR (NET FREE AREA 64.9 S.I. = 1233.1 S. I. D. GRIP-SIZE OF HANDRAILS COMPLY WITH CRC R311.7.8.2 \ 14 a N O 0 TOTAL CRAWL SPACE AREA FOR THE ADU......................628 S.F. Lo I O 0 I N REQUIRED VENTILATION......628 / 150 X 144 = 602;88 S. I. NOTE: Bc PROVIDE SEISMIC STRAPPING FOR PROVIDE SAFETY /9, 13 21 THE WATER HEATER.STRAPPING S L BE PROVIDE (10) 5 X 14 FOUNDATION VENTS TEMPERED GLAZING IN WALLS, ENCLOSURE OR FENCES ILOWERr� r� AT POINTS WITH IN UPPER 3 AND i OF ITS VERTICAL DIMENSIONS A E LOWER (NET FREE AREA 64.9 S.I. = 649.0 S. I. CONTAINING OF FACING HOT TUBS, SPAS, WHIRLPOOLS, POINT,MINIMUM DISTANCE OF 4" LLBE SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND MAINTAINED ABOVE THECONTRo WITH THE `. STRAPPING PER CPC 510.5 OHAVVN INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE AM PROVIDE CORROSION RESISTANT VENTS TYP, SEE SHEET G/A11 EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 \ CHECKED INCHES MEASURED VERTICALLY ABOVE ANY STANDING CONTINUOUS MECHANICAL VENTILATION PER ASHREA 62.2 OR WALKING SURFACE ( R308.4.5 ) DATE NORTH 2.16.22 TOTAL LIVING AREA MAIN HOUSE 2348.1 S.F. 2'-11" 9'-6" -8" 13'-11" 21'-2" SCALE NUMBER OF ROOMS 4 ALL NEW EXTERIOR WALLS TO BE 2 X 6 STUDS 00 MIN. CFM: 0.03(2348) +7.5(3 + 1) = 70.4+30 = 100.4 CFM/MIN. ALL INTERIOR WALLS OVER 10 FT. TO BE 2 X 6 STUDS 1'-0" JOB NO. PROVIDE (1) WHISPERGREEN 120 CFM CONTINUOUS FAN BY PANASONIC IN ALL INTERIOR DOORS AT 10 FT.CEILING AREAS TO BE AT 8FT. / 56'-2" PWD. ROOM ALL CASED OPEN'G TO BE 9 FT.TALL MINIMUM / SHEET DECIDE WITH OWNER THE HEIGHT OF THE KITCHEN TOTAL LIVING AREA ADU 609 S.F. CABINETS AND PROVIDE BOXED SOFFIT IF NECESSARY / NUMBER OF ROOMS I LOCATE COLD AIR RETURN GRILL WITH THE OWNERS MIN. CFM: 0.03(609)+7.5(2 + 1) = 18.3 +22.5 =40.8 CFM/MIN. A3 PROVIDE (1) WHISPERGREEN 70 CFM CONTINUOUS FAN BY PANASONIC IN ADU BATH FIRST FLOOR PLAN OF SHEETS I Com unity Development Department \ - REVISIONS BY lanning Division - Cupertino / 5.23.22 CUPLRTINQ APPROVED / 7.12.22 Case # R-2022-021 / 56'-2" Application Number(s) 7'-9" 38'-8» 9'-9» Approva I B y: Director/Staff Approva I D e 08/29/22 / Signature Brianne Harkousha Case Manager I �S�D A R Ch,/ 0 ADITI MUKHERJEE LIC. C31611 � REN: NOV. 2023 15'-8 1/2" 11'-0" 11'-11 1/2" N� no_ \� DF CAS-\FO Ico I I , BATHEl M F - -1 z o L - - - - - - - - - - - - - l� x 0 I MASTS BEDROOM 4OC BEDROr7 Q I I - � - - - 5 -0 I CABINET LE - I 34'-6" 7'-0» \ BATH4 WALK IN P I O CLOSET 4'-0co " N DN W � - I 1 - I I I Q ►�-) Q T \ I ~ W \ H 1 0 W - - - - - - BATHSCA El M I I I O 00 W HIGH CEILING �- - - - - - - - - - - - - - - - - � W 0/ LIVING / I I Z T i DINING ROOM N - - AFTER DAYLIGHT N PLANE WNETTE PLACE AREA CALCULATIONS BEDROOMS FIRST FLOOR A 56.16 32.62 1831.94 B 13.66 8.04 -109.83 C 1.00 5.33 -5.33 D 4.58 7.00 -32.06 1 _ E 21.58 30.04 648.26 F 5.37 10.16 -54.56 7.66 7.70 -58.98 1 H 17.41 6.83 118.91 - - - - - 1 3.75 2.25 -8.44 a Q FIRST FLOOR TOTAL 2338.36 SECOND FLOOR I 0 I M M 38.66 18.00 695.88 _N 11.95 3.08 -36.8.1 P 34.50 12.66 436.77 Q 6.75 3.08 -20.79 R 12.58 19.95 250.97 - - ----------- ---------- AM SECONDA L 1326.03 �' CHECKED TOTAL HOUSE FLOOR AREA 3664.38 - - - DATE / 2.16.22 SCALE K 21.16 21.00 444.36 7'-9" ol 4'-2" 6'-9" 15'-2" � 12'-7" 9'-9" 1/411 = 1 1-011 L 3.75 5.75 21.56 / 10, NORTH JOB NO. GARAGE TOTAL 465'92 0 2 4 6 8 12 FT. 56'-2" SHEET TOTAL HOUSE FLOOR AREA 4130.30 0 4 6 12 FT. JALLONVAR]LE FLOOD AREA 4132,80 � SECOND FLOOR AREA CALCULATION A401 OF SHEETS REVISIONS BY Co munity Development Department Planning Division — Cupertino 5.23.22 CUPERTINQ APPROVED 7.12.22 Case # R-2022-021 / Application Number(s) / 56'-2" Approva I dy: Director/Staff Approva I to 08/29/22 / 7'-9" 38'-8" 9'-9" Signature Brianne Harkousha / D AR Case Manager V ADITI MUKHERJEE R` LIC, C31611 REN: NOV. 2023 15-8 "2 1 _ 11'-11 1/2" N� �� / 11' 0" 9T �� of CAL\FO I _ I O - W Q� I W � U ro M ° oH — — — — iJ � � w "' a, aa MASTER U I ~ M BATH ULn wH04o L - - - - - - - - - - - - - c I MASTER BEDROOM 4 Q U BEDROOM 4 I I — I I I I I ❑ ❑ I 5'-0» \ i CABINETI r — \ _ I )7� r 34'-6" 7'-0" I O BATH4 WALK IN I W CLOSET 4'-0" I °' � I — I Z W Z I I I I I DN � -1 CA � P-+ ~ N I I N Z - J O - - o - - - - - - - - - - - - BATHS I M L - - - � O W I ❑ I � o P-+ I HIGH CEILING F- - - - - - - - - - - - - - - - - — — � 0/ LIVING / T i DINING ROOM N I � — — AFTER DAYLIGHT N PLANE I I BEDROOM3 I I � I I Z I I I Q W � O 0 0 I I DRAWN I � I ----------- ---------- N NORTH AM � CHECKED Ln DATE-------- SCALE 1/411 _ 1 1_019 JOB NO. 7'-9" 4'-2" 6'-9" 15'-2" 12'-7" 9' 9" SHEET 0 2 4 6 8 12 FT. 0 2 4 6 8 12 FT. / SECOND FLOOR / 2A4 OF SHEETS REVISIONS BY Co mull Development Department Planning Division — Cupertino +� / 5.23.22 cur'e�rlrlo APPROVED / IB '.'C s a polyester scrim reinforced, / 7.12.22 Case# qhAnt with CIZerS Acrylio Finish / St//ad 3 tle�Si NPOJ.71[iA! f.'(15�s and other proprietary materials Durable Weathering Film meeting ASTM D4434,Type III. Rolls are manufactured Arova I B d a I final mil ickness and use an anti-wicking Anti-wicking Polyester Scrim Pp Y: i Rqr h-tear resistance and enhanced Durable Bottom Film Approva I D to m"9? nce- / Parka Ing: P.H. 10'-0" 5E� 4RC Signature Bri e�-larko h� Ffweiahtaerrollr nomx� / y Ux6'CaseMaia� ft.1191lbs. i S x 6C1 lm q-ft.1 98 lbs. �C� Features: / G ADITI MUKHERJEE t� • Meets and exceeds ASTM D 4434-12, Type III J LIC. C31611 Thermoplastics Membrane SoWr Reflectance.-thermal Emittante;calculated 6Rf Valves - 25-Year Limited Iv�Tteaial Warranty Memhrane Solar Thermal SRIYaIue 519Y31uc L[Y REN: NOV. 2023 • Excellent flexibility in all climates color Reflectance lerittance Initial 3-Year ed XQ • Highly reflective IB PVC Single-Ply can help to reduce irhrte 0810 o.38 I I C 41 M3 _T heat transfer through the roof into the building's interior 0,366 a7 N A M.2 • Thick,heavy duty 38 mil top ply weathering film 0163 sea NSA 10.1 ———————————— — • Thermally welded seams provide superior seamstrerlgth a243 0.aa .3 �-A, 2 P.H. 10'-0'r F • Exceeds Energy Starr" and California Title 24 0073 P.H. 9'-0a I F of CA%-� requirements for Solar Reflectance and Emissivity 0070 (White) Method B bement l iI Use: ASTNC751 C.B45 9967ram. IB PVC Single-Ply 80 can be installed in new, recover. Bria.bN stre min-gy.,ir'i ASTWC731 20ax2W 90 XIM I r and ra-ocif constructions as the primary fieldmembrane a cnpwatthcbrs*reer_% MIMI II 1.0XISr 34r29 I 'yj� P.H. 9-0 and base flashing at all roof to wall transitions- It can ktentprofproWesaftef mat aginS .451M03145 be mechanically attached or fully adhered to a properly rnn_%orcrIi ll: prepared substrate with approved fasteners and Breadegstraxplt ASTMD751 ?0 Bass membrane plates or approved membrane adhesive. fJaatiatim ASTM Orsl uB Bass rT1 rO Tear gr ni_(lhf) ASTMIliM 45.0 62x7B I �XQ Warranties: Lowt bard ASrrA@136 � Pass I Q IB PVC Single Ply 84 has a 25rYear Limited Material AaelrsatedwetHrdngtec A511A6154 Q Warranty and is available for`Warranty Plus' and Total Cud*j7xrumpiBrumni IPae Nme P� L - Systems' warranties for IB Roof Systems Authorized Garingl7xmagrifiradoni Nwre None J - - - — - - - - - - - - M O CCDARpllcatoll Urealdirnamciri tunge,rrex9s ASM012f14 xr-0.5 -030A11 I RIDGE W U a Available Colors: 9rarogefnneghtatteiffmaefsmin ASTMOSN +1-3.0 0.9 White,tan,gray,lred,greed,and brmn. write msa% 12 ��O �`w/1 a U Vl Slatic nctiferesistance A fM05602 Fan Pass Approvals: me xweresiste're aTMS636 Pass Pass 1 r ` W O ../ 18 PIVG membranes are listed with various campc)rlent +ratteinrerchrgfabricoullaangabondfFKmnttialshallhe2W%MDana22a%xMa I w assemblies at UL and Factory Mutual (Il Global)for Thetahle�¢sastttgpkalpl'spaniaoflB PVC manbranesBaqureme[sarerahenficm O fire,wind uplift arld impact resistance.Ylsit our website for &mD4434-i2 Q FF--Ii links to these agencies and listings at:www-ibroof.corl C/1 g Reryde Contact I 4 I N 12 I [--'+ U oo a RIDGE Q U Q ROOFING MATERIAL ( FLAT ROOF) _ o r 0 IL Q O X. w ` I W � � •�`Q I Q �' O CRIPPLE WALL l� �.� I-•� \ - - - — — W IT P.H. 10'-0" 4 IN 12 4 IN 12 ICT) 0 w aw FLAT ROOF 1 IN 12 I — — — - - - - -I— — — — — — — — — I I I W I I � I I I I FLAT ROOF I I .��Q y%o 1 IN 12 r I I < PRESIDENTIAL SHAKE COLOR PALETTE P.H. 9'-0° LU original Q - h lr[MGLF.Ta l.lav,u]4r e. 1ttA1.�Y00r)SHAI:E5 - - - -- Q - P. . 9 8" AT ENTRY PORCH 0 FLAT ROOF _- — Aged Bark Autumn Blend 1 IN 12 r7, rs'•. �T P.H. 9'-6" FROM GARAGE SLAB O SPECIFICATIONS Charcoal Black Chestnut Executive Two-Piece laminated fiber glass-based cans[ P.H. 1 1 r uctiary _Orr 5= F Distinctive sculpted,rustic lade 3551hs persq°are PARAPET WALL 14'-6' FROM GRADE • Title 11 Compliant{Select calors) N - _ —/ ,r r CertainT NORTH eed products are tested[o ensure the highest ',.,. prvilege quality and comply with the following industry standards: Fire Resistance: •' P + UL Class A - - - - the powercf Presidertial Shake UL certified to meet ASTH D3018 Type I DRAWN Wind Resistance. UL certified to meet ASJIM D3018 Type I Country G ray Platinum ASTM 133161 Class F / A.M. ED PRESIDENTIAL SHAKE`' Tear Resistance. CHEECKK • UL certified to meet AST14 D3462 + CSA standard AI23.5 presidential Shake is the original luxury shingle Wind Driven Rain Resistance: __— DATE created t4 replicate the 104k Of cedar shakes • Miami-Dade Product Control Acceptance- � �- I 2.16.22 with the performance of Flier glass Construction- please reference www.certainteed.com to determine / (presidential Shake shingles deliver the charm approved products try manufacturing Icrca 8 12 FT..tion. and character of hand-split wood shakes with duality Standards: SCALE the durability and strength that presides over + ICC-ES-ESR-Mg g ESR-3537 / O 2 4 6 8 12 FT. 1/4n _ 1 t_011 wood in virtually every surrounding- WARRANTY Shadow Gray Yosemite / J❑B NO. Detailed.intricate design work went into this tab Lifetime limited transferable warranty against design for a truly distinct sculpted.dimensional manufacturing defects an residential applications appearance.Presidential Shake's laminate was SO-year limited transferable warranty against manufacturing j created to look like the old,original wood shake defects an group-awned or commercial applications / SHEET look shingle. • IS-year StreakFighter•algae-resistance warranty(where available) Also available In Colors that meet CRRC and are + ID-year SureStart-protection STR kei Fig Mar Title 24 compliant. 15-year 110 mph wind-resistance warranty / \ • Wind warranty upgrade to 130 mph available.CertainTeed starter and CertainTeed hip and ridge required SCE-r-)rYdPrantY in,mE ft dWMA d d AV WabM SOlan15 Autumn Blend 581an5 Country dray A5 S roar aed�l E)a®SfRIJ tux a��ll�Gffi6fR21 MAIN ROOFING MATERIAL OF SHEETS Comm inity Development Department REVISIONS BY PI inn ng Division — Cupertino 5.23.22 CUPERTINO TcERIOR MATERIAL LIST Case# R-2022-021 7.12.22 pplication Number(s) Approva I Bod : Director/Staff Approva I Dat 8/29/22 WALL: rwiNTED ACRYLIC STUCCO W/ Signature rialne Harkousha T112E. SIDING ACCENT Case Manager �D A R C,S,/� COLUMN: SMOOTH SLAB TILES V ADM MUKHERJEE -� UC. C31611 -+ PEN: NOV. 2023 ROOF: COMPOSITION SHINGLE ROOFING — - - - - - - - - - — - - - - - - - - - - - - - - - FLAT ROOF WITH PARAPET T WINDOW: DARK COLOR ALUM CLAD T� OF CA0 DOUBLE PANE WITH CLEAR INSULATING GLASS WITH APPLIED MUNTIN BARS 0 PER ELEVATION 24" GARAGE DOOR: PAINTED/ STAINED CONTEMPORARY _ 24 co DOOR OH DOOR I I I I TRIM, FASCIA: PAINTED AZEK/ADVANTAGE — — — — — — — — — N — — TOP OF 2ND_FLR. GUTTER: 5" STRAIGHT GUTTER — — — — — — — — — — — — — — — — — — — — — w � C) DOWNSPOUT: PAINTED SHEET METAL DRIVEWAY: CONCRETE W WALKWAY: CONCRETE SLAB WITH GRAVEL W Z o FILLED JOINTS o o ❑ ❑ N I--I � � �, � � 0 EXTERIOR STEPS, STONE TILE aW PORCH SLAB: ❑ ❑ Q � � U PORCH CEILING: 1 X 6 SQUARE CUT IPE SIDING 0 FF 104.33 -1 TOPOF 1 ST. FLR. EXTERIOR LIGHTS: CONTEMPORARY SHIELDED FIXTURES L= L= it I N G 102.55 2 9'-0 1/4" 24» 24" ANY CHANGES TO THE APPROVED COLORS, MATERIALS AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY VENTS,SEE DE D FOUNDATION THE CITY OF CUPERTINO PLANNING DIVISION PRIOR ALTERNATELY, PROVIDE(2)AT EACH BUILDING TO INSTALLATION/APPLICATION.it CORNER AND USE O STEGO WRAP IN CRAWL SPACE w � LEFT ELEVATION (WEST) Z w Z Q � O FOUNDATION VENTS SHALL NOT BE PLACED BELOW v1 a SHEAR WALLS � ww OUZO BUILDING HEIGHT 26'-9" �' M PROPERTY LINE PROPERTY LINE'21 Ir J 0 2 4 6 8 12 FT. N Z 0 0 N O O I F--: °' = 24» 76" PARAPEET- 76" oq y�/CyT p ,, cgNE_ _ LLS TOP OF 2ND. FLR_ N 1OFT N w ❑ O _ Q � a 0 _ _ . _I ; N 0 Ir O wl OI N a0 O � = N O r � � 0 a w w STUCCO NOTE: J I A. PLASTER SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED - 0 OVER METAL LATH OR WIRE LATH AND SHALL NOT BE LESS 00 °' DRAWN THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, FF 104.33 24 N 0 OP OF 1 ST. FLR. AM PRESS PRESERVATIVE TREATED WOOD OR DECA)� RESISTANTWOOD OR GYPSUM BACKING. CHECKED B. WATER RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.3 AND WHERE APPLIED OVER WOOD 28" rl DATE BASED SHEATHING, SHALL INCLUDE A WATER RESISTIVE VAPOR DECORATIVE PLANK STYLE GARAGE DOORS N G 103.10 16.22 PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST NG 102.55 BUILDING 96" 2.CALE EQUIVQLENT TO TWO LAYERS OF GRADE D PAPER. NUMBERS IPE LOOK SIDING IPE ACCENT GARAGE DOOR SCALE C. A MINIMUM 0.019 INCH ( # 26 GALVANIZED SHEET GAGE), ON WALLS & DECORATIVE PILASTER 1/4" = 1 -�� CORROSION RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED, EL APPROVED ADDRESS NUMBER ON BUILDING FENCE GATE W/CONTINUOUS JOB NO. WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1. 2" ELEVATIONS,WHICH IS PLAINLY LEGIBLEAND LIGHTING FIXTURE SOFFIT FEATURE ERI OR SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE VISIBLE FROM THE ADJACENT ACCESS STREET OR 14 x 5 SCREENED FOUNDATION DARK SKY COMPLIANT INFRONT OF THE GARAGE LIGHTS — TYP. LINE ON EXTERIOR STUD WALL. THE WEEP SCREED SHALL BE ROAD. THE NUMBERS NEED TO CONTRAST WITH VENTS, SEE DETAIL G/A13 SHEET PLACED A MINIMUM OF 4" ABOVE THE EARTH OR 2" ABOVE THEIR BACKGROUND AND BE A MINIMUM OF 4" HIGH, ALTERNATELY, PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW F RO A IT E I E\ //� T I A I ( C� I I T LI ) WITH MINIMUM STROKE OF%" (CRC 319.1) PROVIDE(2)AT EACH BUILDING TRAPPED WATER TO DRAIN TO THE EXTERIR OF THE BUILDING. FRONT ELEVATION (A N V SOUTH )r I CORNER AND USE tHE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. tHE EXTERIOR LATH SHALL COVER AND TERMINATE ON STEGO WRAP IN CRAWL SPACE A6 THE ATTACHMENT FLANGE OF THE WEEP SCREED. OF SHEETS REVISIONS BY Co muNfy0iiev--eJapmnt f� 3RS&SKYLIGHTS :590-H HEIGHT AREA OPERATION ORIENTATION ELEVATION I HEADER SPEOIAL Pla inn- Ivissan N- Inf ES SQ.FT. HEIGHT REQUIREMENTS COMMENTS CUPLRTIN4 FIRST F 1 yi Y 24 96 16.0 FIXED WEST LEFT T-T TEMPERED 24 96 16.0 FIXED NORTH REAR 8'-T TEMPERED Case # 24 72 L2.0 CASEMENT SOUTH FRONT B'-T -- '� 4pliC i994u beF(s- 24 72 L2.0 CASEMENT WEST LEFT T-T KITCHEN 72 60 30.0 COMB.CASEMENT NORTH REAR B'-T 6 NOOK 78 60 32.5 COMB.CASEMENT NORTH REAR 8'4' WI 30'CASEMENT ApprovalJody: 24 72 L2.0 CASEMENT EAST RIGHT B' 24 42 TO CASEMENT EAST RIGHT 9-9, M 1 24 42 7..0 CASEMENT EAST RIGHT 8'-IT' TEMPERED Approva I ate 4 4 7.0 CASEMENT EAST RIGHT 8'-T TEMPERED 11 LAUNDRY 24 42 7.0 CASEMENT EAST RIGHT 8'-7, Signature Briarmeltawkmsha 6O 48 20.0 SLIDER EAST RIGHT 8'-(Y' FROM GARAGE SLAB .0 COMB.CASEMENT SOUTH FRONT B'-T TEMPERED A R C151/ 14 -Alp,'..vme 24 96 16.0 FIXED WEST LEFT B'-T TEMPERED V` 15 ENTRY 24 96 10.0 FIXED SOUTH FRONT 8'-1T TEMPERED SECOND FLOOR ADITI MUKgHEgRJEE 30 BEDROOM 3 78 60 32.5 COMB.CASEMENT SOUTH FRONT 940' EGRESS WI 30-CASEMENT J LIC. C3 1 6 -4 31 BEDROOM 3 30 60 12.5 CASEMENT WEST LEFT 9-91 REN: NOV. 2023 32 LANDING 78 60 32.5 COMB.CASEMENT SOUTH FRONT S-ff' TEMPERED W/30'CASEIrIEhT 33 LANDING 24 42 TO FIXED WEST LEFT 8'-9' 34 MASTER BEDROOM. 24 42 7.0 CASEMENT SOUTH FRONT 94' 35 MASTER BEDROOM. 24 42 TO CASEMENT WEST LEFT 9-91 36 MASTER BEDROOM. 24 42 7.0 CASEMENT WEST REAR 9-0 t�" I'x 2� 37 MASTER BEDROOM. 78 1 60 32.5 1 COMB.CASEMENT NORTH REAR 8'-9' EGRESS WI 30'CASEMENT [_ 36 MASTER BATH 78 60 32.5 COMB.CASEMENT NORTH REAR 8'-0' TEMPERED WI 30'CASEMEMT OF CAQ. 39 BEDROOM 4 78 54 29.3 COMB_CASEMENT NORTH RIGHT 9-T EGRESS WI 30'CASEMENT 40 BEDROOM 4 24 42 7.0 CASEMENT EAST RIGHT 8'-0r, 41 BEDROOM 4 24 42 7.0 CASEMENT EAST RIGHT 8'-9' TEMPERED 42 BATH 24 42 7.0 CASEMENT EAST RIGHT 8'-0' TEMPERED 43 BATH 24 42 7.0 CASEMENT FAST RIGHT 8'-ff' TEMPERED 44 BEDROOM 3 Z4 42 TO CASEMENT EAST RkGF1T Ir 45 BEDROOM 3 24 42 7.0 CASEMENT EAST RIGHT 8'-ff' EXTERIOR DOORS W O DI ENTRY 42 96 280 SWING SOUTH FRONT 8'-CM' TEMPERED U D2 DINING AS 96 72.0 SLIDING WEST LEFT T-T TEMPERED --1 D3 OFFICE 72 96 48.0 SLIDING SOUTH FRONT T4)" TEMPERED PROPERTY LINE D4 FAMILY RM 1a0 96 120.0 MULTI FOLDISLIDE NORTH REAR T-T TEMPERED O O �_ D5 BEDROOM 1 96 96 64.0 SLIDING NORTH REAR T-9, TEMPERED D6 FURNACE ROOM 32 96 21.3 SWING EAST RIGHT 8'-0' TEMPERED - Ln Ln M O O - D7 GARAGE 32 96 21.3 SWING EAST RIGHT 8'-0' TEMPERED PROPERTY LINE W U W SKYLIGHT S'CHEDLTLE 51 MASTER BATH 21 37 5A FIXED TEMPILAM VELUX SKYLIGHT ! S2 MASTER BATH 21 28 4.1 FIXED TEMNLAM VELUX SKYLIGHT S3 STAIRCASE 21 37 5.4 FIXED TEMNLAM VELUX SKYLIGHT `,-� P�- 48" 30» 54 STAIRCASE 21 37 5.4 FIXED TEMPILAM VELUX SKYLIGHT J��GC` 30" 48" 30» 48" ,�/ - OP 1 6'-6" 0 `J W 04 !. Oc 51a.-I)OItiS TO BE CLAD LVINDOII'S:DOLBLE GLAZED STAINED BY ANDERSEN 100 SERIES OR]ELD[L'AV MIIQ. M 6 -6" _I 6'-6" I W �' O TOP OF 2ND FLR. -2.Si I-HEADER HEIGHTS ARE hIFASti'RID FADI�,I RE3PECTTIE RDOh[SU6FLODA. f'7 /� 1 OFT 1 OFT 3.00`_v aRACTOR 3HOLT.D'<�ERIFY ROUGH OPENING BEFORE GADF.RDiG 14'L4DOT.LS-�JI.-O CHECX.V.ITFI ARCHITECT FOR A*ti}'DISCREP.'<T:C3= ,l o o 1 U-) o I I 0 0 1L1=:=:=1- �Lj L-1 I� - 72 30" 48" FF 104.33 6'-6 TOP OF 1 ST. FLR. NG 102.55 O 72" 15'-0" w rwl F-� W l PROPOSED REAR ELEVATION NORTH Q ►�� O � H � � w W O �D 0 2 4 6 8 12 FT. � ,� 00 W � O a w ,-PROPERTY LINE PROPERTY LINE PO PO PO 0 24" 24" 24" 24 24" 24" a, -��N�(� o �' D�yCI CHT p�q 0 F NF TOP OF 2ND. FLR. 10FT N N N N N O 0 O O o O I 24" 24" ao 24» 24» DRAWN Ir 24» Ir AM TOP OF 1 ST. FLR. FF 104.33 CHECKED DATE 2.16.22 NG 102.50 SCALE 2'-8" 2'-8» 1/411 _ 1 1_011 JOB NO. SHEET PROPOSED RIGHT SIDE ELEVATION ( EAST ) A7 OF SHEETS Community Development Department REVISIONS BY Planning Division — Cupertino 7.12.22 CUPERTINO APPROVED Case# R-2022-021 A—Wrcation Number Approva I Body Director/Staff Approva I Date 1 08/29/22 SignaturE drianne Harkousha Case Manager S�D ARC A/ ADM MUKHERKE � LIC. C31611 REN: NOV. 2023 N� N' F of CAS-CFO — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — w ¢ � 0 h ~ M BATH W UM 0P � W ,� Uxn NJ STAIRCASE U W T O P OF 2 N D FLR. Q UQ 0 HIGH CEILING ;o 0/ LIVING L 0 DINING ROOM OPEN TO ENTRY DININ FAMILY ROOM FF 104.33 TOP OF 1 ST. FLR. FF 104.33 NG 102.55 IN NG 102.50 O w �+ w SECTION BB ( EAST WEST ) Q O � w w 0 2 4 6 8 12 FT. OUZO N ~ o A-+ W _I PROPERTY LINE PROPERTY LINE 0 I CLOSET BATH 4 `O pCgNF - - - - - - - - - - - - - - - - - - ��PN� / / - - - - \ N - - — TO OF 2ND. FLR. — Q � N / IJ ~ OPEN TO KITCHEN CD o � 0 o cD o DRAWN 0 BEDROOM 1 Q AM CHECKED STUDY 0 I O DATE FF 104.33 TOP OF 1 ST. FLR. SCALE 1/4" = 1'-0" co JOB NO. NG 102.55 NG 102.50 SHEET SECTION AA ( SOUTH - NORTH) 0 1/4" = 1'-0" A8 0F SHEETS REVISIONS BY C m m un -e-I$pm&Rt--DI&Pa-Ft-M&Rt Notes_ SITE PLAN LEGEND Tree Protection Area shall be 6 times the f3BH of the tree Plan iing Division — Cupertino In all directions from the fake of the trunk. 1-See Tree Protection Requirements cuPearlNo APPROVED (Detail 6-2)for additional tree protection requirements. PROPERTY LINE Case# R-2022-021 2-If there is no existing irrigatcan,see Application Number(s) Tree Protection Requirements for SETBACK LINE 6 Watering requirements. Approval ody: Director/StafF Approval I ate 08/29/22 3- No pruning shall be performed except N87039'5311W � c`0* by an approved arborist_ (E) RESIDENCE x— Signature Bri nne Harkousha 68.001 x A TO BE DEMOLISHED D AR Case Manager 4-No equipment shall operate inside the ,p00i Ch,/ protective fencing including during fence ADITI MUKHERJEE n installation and removal C o ■ J LIC. C31611 5-Any modification must be approved by m o LEGEND REN: NOV. 2023 the Director of Public Works. z Tree Protection F �fence:N High, Cu 0 1,x clearly visible, � <9� moo, �, O \FO mounted on steel � I � F CAS O posts installed at 8' 8.5"x e on center. 11 sign 2 x 6'steel posts or equal B I EXISTING CONCRETE lanninated in �( O TO BE REMOVED plastic.A driven into the TYPICAL ground. �` I XISTING SHED minimum of one �Q sign for each 5" KEEP OUT thick T BE REMOVE SyF facing direction of TREE 1+414the fence. 4 PROTECTION layer of mulch. U v AREA Maintain existing W M Q grade with the tree I C/T- U a W protection fence x x U Z H M unless otherwise �/ k y0 approved by the s" Risk I F �+ %sF EXISTING �ti0�o city- Gli ,Q �F/U o° F o� ONE STORY FZ z o 0 o I RESIDENCE TO BE DEMOLISHED City of Cupertino 1796 SF Approved By -' Date 5/27/2020 6-4 I \ a o 1� � Q Standard Detail City Engineer +� 10.00, I P P.U.E. x Ac o \ 5,`32��3o',I3 "CONTRACTOR SHALL PROTECT EXISTING TREE AND TREE ROOTS FROM ANY DAMAGE. TREE PROTECTION SHALL BE INSTALLED PER CITY STANDARD DETAIL 6-4." tie THE PROTECTION Q�P �01 FENCE OA La [?o `�'f�aP`wy \\ Bed Eatn,&Beyond 4 staurantBBarlp \ � �1\ 9 (� ��'� eekBNd Stevens Creek Blvd Lamps Plus - co �0 EXISTING SHED W y \ I 6"LEMON O�� G, TO BE REMOVED �IiTariduori E ° TO BE REMOVEDn Cafe® c Honda of G�O� pQriDr Indian restaurant c 0 CALVE RT \ o RloVW-Pz VS_?o Safeway n O aWw ? LaeeAve LOMA LINDA �S� �g� � ¢� I I _ ° a cos < W HignSchoal� 6aree Ave ,`� ° EXISTING SHED FT e U y� W W s p oam _ s�7p TO BE REMOVED g John 4 DJ Sedgwick mf yh wesrdaleor Mise Park Elementary School n+son Ave RANCHO ° 1 S'�'fi /� RINCONADA MittyWay �� OO �Tr1 8emhart Ave Pendergast Ave3nhan Ae +¢ 8 a$ aia �C ° ss '9�L1��ArchbishopMitty , HigF School 6 0? 1zQ —1I T� \ W Shsdygrovo Dr e� toggle Ave it MITTY 0 2 4 6 8 12 FT.a m ' V rm Fsford°r rpreet Vdm'Dr sea o W,_ 1 m LL AAei eLn op v9° G Forest Glen Dr r ^' eg fi GZ eonma STRAWBE PARK Han a oVargas k ElementarySchool M 9ollinger Rd Bollinger Rd ej'a Are y NORTH CST /S� w e Jenny's Kitch�� Ir TI lI ¢ o` V Ifimherfy 5y o e r `` asllewaod r ^ e Hunah Impression9 ♦ �G��o � l� w9, � VICINITY MAP A) G0 of N 0 DEMOLITION NOTES PROJECT CONSTRUCTION ACTIVITIES WILL �F A Z P 1. DEMOLISH AND REMOVE ALL ITEMS SHOWN. CONFORM TO THE APPLICABLE REQUIREMENTS OF CITY CODE 2. IT IS DEMOLITION CONTRACTORS RESPONSIBILITY TO FAMILIARIZE HIMSELF WITH ALL CHAPTER 17.04 . X \ EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. s" 3. DEMOLITION CONTRACTOR TO OBTAIN THE ] NUMBER FROM BAAQMD. 4. THE OWNER / CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE DEMOLITION Q PERMIT. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR TRASH REMOVAL AND +� O o �' DISPOSAL AS REQUIRED BY CITY'S GREEN BUILDING REGULATION BY DIVERTING Z DIBRIS TO APPROVED FACILITIES. �" O O o 5. DISCONNECT AND REMOVE EXISTING ELECTRICAL FIXTURES AND LINES. CAP ALL PLUMBING/ GAS / WATER LINES. J qT O 6. KEEP EXISTING UTILITIES IN OPERATION DURING CONSTRUCTION 2 7. USE SUITABLE METHODS AS NECESSARY TO LIMIT THE AMOUNT OF DUST AND DIRT k x LLJ RISING AND SCATTERING IN THE AIR TO THE LOWEST LEVEL OF AIT POLLUTION FOR 6 0 THE WORK AND VICINITY. 8. DEMOLITION PROCESS SHALL MINIMIZE DISTURBANCES TO THE NEIGHBORS. IMPORTANT ITEMS TO REMEMBER y° TREE if �F DRAWN PROTECTION AM CONTRACTOR TO CHECK SITE AND HIRE APPROPRIATE COMPANIES TO MARK ALL FENCE CHECKED UNDERGROUND UTILITIES ss o DATE CONTRACTOR TO ERECT TREE TROTECTION FENCING AS REQUIRED BY THE CITY. 1/8" = 1 '-0" CONTRACTOR SHOULD FAMILIARIZE HIMSELF WITH SITE CONDITION SPECIFICALLY REQUIRE NOR JOB NO. ENVIRONMENTAL HAZARD REMOVAL IF ANY INCLUSIVE OF SEPTIC TANK, PROPANE TANK SHEET OR ANY OTHER UNDERGROUND FEATURE NOT SHOWN ON SURVEY. ANY SEPTIC TANK OR SWIMMING POOL SHALL BE FILLED WITH IN PRESENCE OF THE PROJECT DEMOLITION PLAN SOILS ENGINEER. D 1 i OF SHEETS Commu ity Development Department REVISIONS BY Pla ning Division — C��r�inPLAN LEGEND 7.12.22 CUPERTINO APPROVED Case# R-2022-021 4 Application Number(s) N E /. ��> A nova I Body: Director/Staff ,' + o�9s3„ Pp Y� SETBACK LINE Approva I Date 08/29/22 0= Signature Blienne Harkousha (E RE91D NIQE LI x —x-7 i \ Case Manager TO BE DEMOSHED x—x �� Cy �. D ARC ( /' \ Ar ADITI MUKHERJEE C N) RESIDENCE � LIC. C31611 � \ + /. +\ PEN: NOV. 2023 (N) SECOND i / BE FLOOR i \ REMOVED k 9T Q� 4 OF�G� C o� CPO- COVEREDii + o q moo PORCHES k �o �w \ oo 4' �c� 6� PO, LEGEND �w rTl ' TO BE tih4�C� � X \ W 0 / REMOVED \ � \ � i •1 � � Q Z rn O / A •Op, z TO BE i N i I Co REMOVED 4' a U / I 0w Gam\ p gT O x W 0 _ ® X X + X X\ ! ! U Q TREE o ROTECTION k x TO BE ! / FENCE REMOVE x �� 5 35X I +' } OVERED CH 15-0 — — — — J REQUIRED&PR POSED I MON SECOND FLOOR o E REMOVED I / SIDE SETBACK 0 ! 5'-0" VERED REQUIRED&PROPOSED POR I ROOF EA E FIRST FLOOR ; I I I I SIDE SETBACK O Project: Location: \, I I NEW TWO � ROOF EAVE Fixture Type: STORY 14"STUMP �� RESIDENC Catalog Number: TO BE REMOVED �� X I n O FF 104.33 AVAILABLE FINISHES: HEAT PUMP �3 rTl PROPOSED AC UNITS ARE NOT APPROVED X O T X X W W AS PART OF THE PLANNING PERMIT AND tip+ WILL BE REVIEWED AND APPROVED AT BUILDING PERMIT PHASE. ; Hiline 15Q�� ti � X co WS-W2312 9 PRODUCT DESCRIPTION I I X O 5i I ` — 3'-2" 00 rf-LI Like so many minimalist designs,Hiline rewards those who take a closer look.Its clean, — — —� — — bracket-like shape is detailed with fine horizontal ridges for visual texture—that really O EAVE ^ comesto life when the lights come on.Factory-sealed housing protects the high- OPEN>< I Q performance LED modules,which work alongside the weather-resistant finish to earn PATI its wet-rated status.Idealapplications include multi-tiered decks,stone patios and X T l entranceways to luxury hotels and homes. X t I `•/ FEATURES I� 3�„ \ 6n •277V option available for special order. X I � •ACLED driverless technology •Etched glass shield IDA Dark Sky compliant SPECIFICATIONS Rated Life 50000 Hours \U I 60"STUMP _ ® _ I 1 2" Standards ETL,cETL,Wet Location Listed,Dark Sky Friendly TO BE REMO ED X Input 120 VAC,50/60Hz x Dimming ELV NEW Color Temp 3000K ti PORCH I TO S P 3' I I TO BE MOVED TWO CAR I cRI 85 — + I GARAGE Construction Aluminum with etched glass light shield �O P• 5,p FF 103.16 Ix REPLACEMENT PARTS DSO _LLLL WS-W2312 RPL-GLA-2312-Glass �&� — LLL F::- 1 ALL gSt�ti��'G X 10 20' L--L-L- — - g5 l� a �S1��5 59 IIIO I I I LLLL I �OZ PARK LLL 1LL 'L'L 'L'L L LL Model&Size Color Temp Finish LED Watts LED Lumens Delivered Lumens 0 2 4 6 8 12 FT. / I LLLL LLLLLLL LLLLLI x O O WS-W2312 12" 3000K O BK Black 8W 280 245 � LLL LLLLLLL LLLL LLLL LLLLLI ,01 LLLLL 0 2 4 6 8 12 FT. �( LLL LLLLLI I LLLLLI l� -LL_ O L LL LLLLLL LLLL / �L_ _I1 LL LLLLLL LLLL L LLLL � tzP LL LL�L0 LLLL Example: WS-W2312-BK IhL h,;,_ LLLLLLL 1 1 1 Lc r = � L? LLLLLLL� I -For 277V special order,add an"F"before the finish:WS-W2312F-BK _ L (;� LLLLLLLL w O Lam_ L L LLLLLLLL'� _ -LLb- L LLLLLLLL� p I For custom requests lease contact customs@modernforms.com _L L LLLLLLLL LI � REMOVE&REPLACE BROKEN/CRACKED SIDEWALK AND W l x k ��L L L�, L L L L L L L� ROLLED CURB PER CITY DETAIL 1-16& I•--•I 1--1 9 P / �p x �LLLLLLL�IL LLLLI�LLL�I 1-19 AS DIRECTED BY THE PUBLIC WORKS INSPECTOR. L-L LLLL LLLLL I G LL 1 LL THE PROPOSED GRADING AND DRAINAGE PLAN SHALL L L 10'x20'- � REFLECT NOT MORE THAN 5%SLOPE BETWEEN THE NEW — OPEN a PROPERTY LINE AND NEW CURB. f PARKING ,` DRAWN x 0 ��—t �++ C� 0 2 4 6 8 12 FT. - f f L; AM LLLLIIIII LLLL 11111111 CHECKED DATE ModernForms.com Phone:(866)810-6615 Fax(800)526-2585 MODERN FORMS Central Distribution Center:1600 Distribution Ct,Lithia Springs,GA30122 Western Distribution Center:1750 Archibald Avenue,Ontario,CA 91760 x SCALE �- NORTH 1/8" = 1'-0" O - J❑B NO. Q EXISTING CURB CUT SHEET TREE TO REMAIN EXTERIOR WALL MOUNTED DOWN LIGHT TECTION / \ FENCE. THE COLOR TEMPERATURE ( KELVIN) OF THE VOLUME LIGHTINGLT1 CYLINDER FIXTURE SHALL NOT EXCEED 3000 KELVIN EXTERIOR LIGHTING PLAN OF SHEETS Revision Communi y Development Department Landscape Documentation Package Checklist Planning Divi ion ino WATER-EFFICIENT LANDSCAPE CHECKLIST WATER BUDGET WORKSHEET p g CUPERTINO APPRO Community Development Department Community Development Department LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST R-202 -02 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Case # Cupertino, CA 95014 planning@cupertino.org 1 - PROJECT INFORMATION pp�ication umb http://cupertino.org/planning Im Cupertino, CA 95014 planning@cupertino.org CUPERTINO CUPERTINO http://cupertino.org/planning a Date - 7/13/22 Approval Body: irector b Applicant - Greg Lewis - Landscape Architect Approval Date 08/29/2 PART 1: CERTIFIED/LICENSED PROFESSIONAL INFORMATION PART 1: PROPERTY INFORMATION c Project Address - 10683 Minette PI., Cupertino Signature Briake Hark u 6gMPANY&COMPAIyYADDRESS PROJECT ADDRESS A.P.N. g Case ana rPC7gory Lewis - Landscape Architect No. 10683 Minette PI., Cupertino d Total Landscape Area 4096 sf NAME LIC./CERT.# -' e Type of project -single family residential Gregory Lewis #2176 �T� 2�Q REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA g Checklist of all documents in package - see this page CD E-MAIL PHONE FOFCA 45.3 4096 3596 0 h Contacts of Applicant - lewislandscape@sbcglobal.net (831 ) 359-0960 PROFESSIONAL SEAL SQ.FT. SQ.FT. SQ.FT. N Owner - Tracy Hsu - 22330 Santa Paula Ave., Cupertino * PART 2: PROPERTY& PROPERTY OWNER INFORMATION PART 2: SAMPLE HYDROZONE TABLE (408) 464-5030 TracyHsu hsu@ ahoo.com REGULAR LANDSCAPE AREA i "I agree to comply with the requirements of the water efficient landscape 0 trac _y y HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAF X LAND- ETWi7 W FACTOR(PF) METHOD EFFICIENCY(IE) (PF/IE) AREA(SQ.FT.) SCAPE AREA ordinance and submit a complete Landscape Documentation Package CD 22330 Santa Paula Ave. Cupertino = o 1 0.25 Drip 0.81 0.3086 3546 1094.44 30,739 10683 Minette PI., Cupertino Q 2 0.5 Drip 0.81 0.6173 50 30.86 867 M PROJECT TYPE(aHEcxAPPLICABLE) WATER SOURCE W New Potable 3 0.8 Spray 0.75 1 .0667 500 533.33 14,979 Rehabilitated Recycled TOTAL LANDSCAPE AREA TURF PLANT AREA U C ❑❑ Non-Residential ❑❑ On-site captured rainwater 4096 SQ.Fr. 5L- SQ � Q —°0, ❑ Grwater z a v WATER PURVEYOR NON-TURF 96 PLANT AREA SPECIAL LANDSCAPE AREA J L Q U M SQ.Fr. SQ.FT. A (B> (Y Owner's Signature Date U) 2 N TOTALS ( )4096 1659 c5 PART 3: COMPLIANCE CHECKLIST 6,585 § L Landscape Parameter Requirements Compliance SPECIAL LANDSCAPE AREA A.APPENDIX B - WATER EFFICIENT LANDSCAPE WORKSHEET - SEE SHEET LO - TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft,whichever is lesser in area ❑ no turf (No turf in non-residential area) `AYES 1 B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET L1 AND IRRIGATION PLAN - O O_ ��^^ SEE SHEET L2 L3 L4 L5 `° Turf shall not be planted on slopes more than 25%. YES TOTALS (c) 0 (D) 0 (z) ti All portions of turf areas shall be wider than ten(10)feet(unless irrigated with *YES DEFINITIONS GRADING PLAN - see Civil Grading and Drainage Plans b CIVII en Ineer. CD subsurface irrigation or low volume irrigation system). PART 3: WATER BUDGET CALCULATIONS g na e g y g (Y) + (z)46,585 ETWU < 63 272 MANrA 0 HYDROZONE:Put in hydrozone#,letter,or planting 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.) PART 4: ETAF CALCULATIONS • PLANT FACTOR(PF):Use WUCOLS to determine Plant Factor. Prior to Planning Inspection, the following documents must be submitted and 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 approved: Plants with similar water needs shall be grouped within hydrozones.Each AYES for high water use plants. hydrozone shall be controlled by a separate valve. 0.40 (ETAF) < (0.55 for residential) • IRRIGATION METHOD:Overhead spray or drip • IRRIGATION EFFICIENCY(IE):0.75 for spray and 0.81 for drip A.CERTIFICATE OF COMPLETION and INSTALLATION SOIL MANAGEMENT Atleast4cu.yds.ofcompost,six(6)inchesdeep,shallbeapphedper1X0sq.ftoflandscapearea YES (ETAF) (0.45 fornon-residential) ETAF:The maximum average EvapoTranspiration Adjustment Factor for residential properties,exclusive of Special Landscape A minimum three(3)inch layer of mulch shall be applied on all exposed soil Site-wide ETAF = {B Areas,is 0.55 and for non-residential properties is 0.45;ETAF for+ D) + (A + C) B. IRRIGATION SCHEDULE (Section 14.15.110) surfaces of planting areas,except in areas of direct seeding application(e.g. - YES new and existing Special Landscape Areas shall not exceed 1.0. I"� 0.40 Site-wide ETAF ETo=evapotranspiration rate means the quantity of water hydro-seeding). evaporated from adjacent soil and other surfaces and transpired by plants during a specified time D. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE (Section 14.15.120) 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 FORMULAS LANDSCAPE MAINTENANCE AGREEMENT No. 2176 no irrigation soil moisture sensor data and utilize a rain sensor. '�K ETWU= ETo x 0.62 x (ETAF x Landscape Area) Estimated Total Water Use system Irrigation controllers shall be a type which does not lose programming data in YES r 4 0/2024 the event the primary power source is interrupted. MAY1 A = ETo x 0.62 x [(ETAF x Landscape Area) + ((1-ETAF) x SLA)] 7=22Maximum Applied Water AllowanceQ q�F 4F CA�� 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 CUPERTINO http://cupertino.org/planning Landscape Parameter Requirements Compliance 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 Q pressure range. U Manual shut-off valves(such as a gate valve,ball valve, or butterfly valve) shall YES 0 be installed as close to possible to the point of connection of the water supply. All irrigation emission devices must meet the requirements set in the ANSI /� 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 Q distribution uniformity low quarter of 0.65 or higher using the protocol defined Y`� in ASABE/ICC 802-2014. U Dedicated irrigation meters are required for non-residential projects with more YES v ' than1,000 sq.ft. of landscape area. this Is single family residential WATER FEATURES Pool and spa covers shall be installed. N o 0 o I or spa ❑ YES / pool Recirculating water systems shall be used for all water features. None ❑ YES � otiler: LANDSCAPE SHEET INDEX �no water features Water features are limited to 10% of the landscaped area. Non(, [:] YES LO - Landscape Documentation I am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects of C0 water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies 1 00 with the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any L I - Planting Plan changes to the project will necessitate a new checklist. Q L2 - Irrigation Plan c is t/322Fi L3 - H yd rozo n e Plan Landscaping Is not Installed yet ❑ L4 - Landscape Details Applicant Comments ❑ p Use additional paper if necessary L5 - Landscape Specs. LANDSCAPE DOCUMENTATION r-, Staff Evaluation Staff Comments Approved ❑ Date 7/13/22 Scale As Noted J Not Approved ❑ Drawn Greg Permit# ❑ Job El Sheet Sfef!ATURE DATE El Page 1 of 2 of 6 LO Revision Communi y DevelopnLeoillrdstalpe Site Legend Plant Legend Planning Divisio i cu ertino KEYQTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME CUPERTIN4 APPRO�-�D� driveway Paving - Non-Permeable interlocking concrete pavers capable of supporting 0 RATING vehicle traffic - manuf., series, pattern, and color to be selected b owner or use poured in p GALLONS Case # R-2022-021 Y p icy LN FRONT YARD TREE pplication Numbers) place conc. A rovaI Body: irector/ Staff �� q 5❑ LI 1 24" box LOW Lagerstroemia Tuscarora Crape Myrtle pp y � OLN Min. height of installed front yard and street trees is 6 feet when planted and min. 24 box size Approval Date 0$i29i22 2 Front _ and walkway - Concrete pads with artificial turf between in 6 inch spaces \� �� Order from nursery a long time in advance to be sure you can get them minimum height required Signature Bria ne Harkousha �'� � LN \ LN Case Manaff] Paving for side yard walkways natural gray color concrete.with no color added and score o /` \ o joints or conc. ads with artificial turf between o ` \ PRIVACY SCREENING SHRUBS 1 P / EP \ \ o LN 18 15 10' max LOW Laurus nobilis Grecian Laurel N ® Rear patios- Concrete or pavers, pattern and color to be selected by owner. Install score LN / \ Min. height of installed screen shrubs is 6 feet when planted and min. 15 gal. size joints and expansion joints to control cracking if conc. is used. Use concrete steps, color to 5❑ sL \ c~ LN 9 Order from nursery a long time in advance to be sure you can get them minimum height required / \ 4 sp U go well with pavers if pavers used. \ qc�. ax W 9 / o gf GROUND COVERS _ CD CD LN � q ya 3;9,• N 1 ' - LOW N n in If Stream = 5❑ Existing fence - Repair and or replace as needed LP / C 9 3 6 0 a d a Gulf St ea Heavenly Bamboo U L0 sL s� DV 3 1 3' - 6' LOW Dietes irridioides Fortnight Lily Q / y M © Install new 3 foot wide gates with galv. hardware \ C 9❑ LB 15 1 4' - 6' LOW Lomandra Breeze Q CD p lawny \ SL 4 1 3' - 6' LOW Salvia leucantha Santa Barbara Mexican Sage In 0 7❑ Install 6 foot high wood fence - vertical overlapping 1x8 or 1x6 RWD or cedar with 2x4 RWD LN `/ �ox2C� y _ p 11 1 3' - 6' LOW Aeonium canariense Mint Saucer horiz. rails, 2x8 PT kicker, and 4x4 PT posts max. 8' OC. If Installing any new fence around �, /� + Kid+s Play+ \+ + + \ Q perimeter of parcel make sure it is just inside the property line. If you aren't sure where the 100 Xrea (bark) + + +\ + z CA 3 1 3' - 6' LOW Crassula ovata (argentia) Jade Plant J M p p ) p p y y o F + + + + +� \ EP 8 1 3' - 6' LOW Eur o s ectinatis Eur o s Dais `" property line Is have a licensed surveyor show you. EP + + + + + EP o y p p y p y U) C O / + + + + � + + = J > \�� + co ® Min. 2 feet wide landscape strip for drainage swale along sides of property. Use min. 2.5 5❑ LN / remove + + / Lawn sod HIGH Turf tall Fescue sod with 2x4 rough redwood header board feet wide swale when there is at least 6 feet of width available. / 40" RWD + + + + + EP C� � ` + i + + � + � + + + / � Bonzai Fescue is also OK o co id's PI y Sod to be flush with top of header board and not depressed inside header board that would wco \ / rl- EP + + + + \+ + + 111� 9❑ Projection lines from second story windows that require Landscape Privacy Screening or \ + + + + + + + + Are (bark) + cause puddling cD �LN � SL Privacy Screening Waivers from the neighbor o a a4' a 3 \ + + + + Plant quantities are for planning purposes only. 0 / \ \ a 'Walk +\ + + �+ Contractor to install all plants shown on plan and verify plant count. 10 Lawn sprinklers at least 24 inches from non pervious paving D� LB Ask owner if she wants to increase any of the installed plant sizes U Qf \ 9❑ LN EP DV \NC 4 11 Tree protection fencing - min. 4' high chain link fence as per City of Cupertino Tree Protections \ 9L/J v re P r h Detail Q 4; ° :.:.:.:.:.....:.:. 9 Lg There is 4116 sf of proposed Planting and Irrigation / 19 ( Remove \ walk © 3 foot high fence within 20 foot side yard setback just inside property line - match existing 6" Lemon Conc. 9 fencing but you don't need lattice on top. l.St Story . . . . . . . . . . . . .... ® DSCgpF 3❑� . . . . S.. 9 "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied No. 2176 y� Remove ° .::::::1 st Story;:;:;:;. them for the efficient use of water in the landscape design plan" �r %is 14 Stump p ° : : : : : : : . . . .. LN . . . . . . . . . . . . . q ais 4/30�2024 . . . . ° ® Gregory Lewis - Landscape Architect Lic. #2176 7/13/22 . . . . . . . . . . . . . F OF CA��O 5❑ . . . . . . . t . . . . . . . . . . . . . 8 9 LN 4 a❑ ..........1st:Story,., Water Efficient Planting Notes �/ :::.:.:.:.:.:.:.:.:.:.:::.:::.:.:::.:.:.:.:... :.:.:.:.:.:.:.:.:.:.:.:;:.: a 1 LESS THAN 25% OF PLANTING AREA IS TURF 1st Story . . . . . . . . . . . . . . . . . . . . . . . . . . 9. . . * . . . . . . . j . C 2 AT LEAST 80% OF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS ° 3 PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE SHALL BE CONTROLLED BY A SEPARATE L� /� . . ° . Q GROUP OF VALVES 9 4 : . . . . . . . . . . . . . . . . . . . . . .:I : . . . .. W U �C ° 1 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER PER 1000 SF OF PLANTING AREA SHALL Open ;_ _; O BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL (EXCEPT UNDER CANOPY OF EXISTING TREES TO BE SAVED) OR FOLLOW THE 121C Patio AMENDMENT AND FERTILIZER RECOMMENDATIONS OF A SOIL FERTILITY TEST AND ANALYSIS FROM A SOIL LAB HIGHLY RECOMMENDED 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN AREAS OF DIRECT .:.:.:.:Stump ; ; ; ; ; ; W (D SEEDING APPLICATION OR SOD LAWN, USE VISION RECYCLING DARK BROWN MAHOGONY COLORED WONDER MULCH OR DARK BROWN PRO C 3' CHIP BARK OR OTHER MULCH APPROVED BY THE OWNER (PROVIDE SAMPLES) ° ° Walk � � U 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE ADDITIONAL NOTES 5 ® 6 ::.:.:.:.:.:...Remwe.1.0°...... 7 SEE SHEETS L5 AND L6 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS ❑ ° .I... . . . . . . . . . . . . . . . . . ... ... . . . . . . . . . 8 DON'T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER LB I: Garage 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE MOST CURRENT SET OF APPROVED : : : : : :l. . Story:.: _ : : : : I _ : : : : : . . . . . . . . . . . . : ......... . 6 � . .1st Story 8 — PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES LB 7 5 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION COMPONENTS. SCREEN VALVES AND D D D D C 12 a) c LB � UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR BUILDINGS PRIVACY SCREENING NOTES °O boric. a z CD THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE, MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT TIME OF PLANTING. 2❑ o' EP IF SHRUB, MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. 5❑ LB 1 12 PRIVACY PLANTING: THE FINAL PRIVACY-PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING DIVISION PRIOR TO LB D D 10 P v rs ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE SHALL BE CONSISTENT WITH THE CITY'S REQUIREMENTS. 12 , 0 _ Dri e a 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS PROPERTY TO INFORM FUTURE LB % 'Lawn C;, 2 ar in LB 1-LI PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION REQUIREMENTS CONSISTENT WITH THE R-1 lOxl p Front Yard c s ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT THAT IS 5 FT OR LESS FROM THE SECOND STORY LB 11 10 Tree FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. PROOF OF THE OD o RECORDATION MUST BE SUBMITTED TO THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE, �� LB 14 PRIOR TO BUILDING FINAL, A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE PRIVACY TREES AND NEW FRONT YARD LB LB LB 2 PLANTINGo� 1 PLAN TREE - IF ONE A FRONT YARD TREE IS REQUIRED 11 LB 0 =45,0 0' — 15 CONTRACTOR SHALL REFER TO GRADING PLAN SHEET C-2 FOR SITE GRADING AND DRAINAGE INSTALLATION 35, Save Ex. 20" .�. 181 Ex. Sidewalk Street Tree - - - 12 \ 11 Ex. Rolled Curb Date 7i13i22 Minette Place Scale Drawn Greg \ Job 1 /8 10Sheet I I :::] L I 0' 4' 8' of Revision Communi y Development Department Planning Divil. Re r Notes CCase # APP1�Ro21IHE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA FROM A Irrigation Case # R-202z-021 �I EL1 ITE A NL) A WI-FI CONNECTION WITH HYDRAWISE SOFTWARE TO CHANGE THE RUN TIMES Irrigation Legend pplication Number(S KEY MANUF. MANUF. # DESCRIPTION OF THE VALVES o� Approval Body: irector�Ita'THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE � DLEI Hunter HCC 8 station Wi-Fi controller Approval Date 08/29� �� L4 exterior wall mount with multiple rK uvi v HKr rvvER SOURCE IS INTERRUPTED p Signature Bria ne Harusha Case anagp PRESSURE LATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE � programing, cycle start, and calender program case anage� DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE \ Controller needs Wi-Fi connection RANGE \ \ System will adjust valve run times according to weather 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT OF \ C 04 CONNECTION OF THE WATER SUPPLY Hunter PGV-ASV 075 3/4" antisiphon valve with 3/4" Amiad Filter, Senniger PR30 pressure regulator, and adaptor to drip tubing 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD \ .c o~ � \ � � C � Hunter PGV-ASV 075 3/4" antisiphon valve for spray sprinklers U ASABE/ICC 802-2014 LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD". ALL / L4 \ l no filter or press, reg. required w SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY \ boo A = o LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 10 10 10 L4 N 3/4'' manual brass ball valves U M 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE THAN 5000 Q SQ.FT. OF LANDSCAPE AREA - this project has less than 5000 sq.ft. of planting area \ \ G 10 Toro 0-10 10' Precision Series Spray Nozzles on Hunter 6" PRS 30 pressure w 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. THERE IS LAWN. \ L4 regulated sprinkler bodies Q C 8 SEE SHEET L4 AND L5 FOR DETAILS AND SPECIFICATIONS / Lawn \ \ .23 GPM, 10', @ 30 psi for quarter pattern W Q 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 5 GPM AT MINIMUM 55 P.S.I. AT THE 10 20x20 10 10 B 3/4" Nonpressure line - Sch 40 PVC 3/4" unless noted for larger z POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT THE LANDSCAPE o� 1 Kid's Play \ L4 Q o p oo, Area bark size - 12" of cover J C; ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME VALVES TO REDUCE THE FLOW o F (bark) \ N THRU THE VALVES WITH MORE FLOW). IF PRESSURE EXCEEDS 75 PSI AT POINT OF o Pressure line - Sch 40 PVC : 3/4" unless noted for CONNECTION INSTALL A WILKINS 600 3/4'' PRESSURE REGULATOR. THIS SITE HAS APPROX. _ - smaller size - 18'' of cover J > .T STATIC PSI / 10 10 10 - LINES UNDER PAVING 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT VALVES TOO . . PL. . . . — Pressure line - 3/4" Sch 40 PVC 24" deep p li CLOSE TO TREES. STAY 8' TO 10' AWAY IF POSSIBLE. DO NOT PUT PRESSURE LINES UNDER Kid's Play . • N? , , , _ Non Pressure line 3/4" Sch 40 PVC 24" deep w co TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF UNDER PAVING WHENEVER i Area (bark) WI Elec. control wire conduit 1-1/4" gray Sch 40 PVC 24" deep � POSSIBLE. r 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE OR AS SHOWN I E ON THE PLAN. INSTALL 3/4'' TEE AND A 3/4" BRASS BALL VALVE AND RUN 3/4" SCH 40 PVC TO � walk L4 F 3/4" PE drip tubing with compression fittings - see drip notes � � � Tree drip irrigation VALVE LOCATIONS. KEEP ANTI SIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED 6'' TO �o NP • -1 Ll L4 3/4" PE drip tubing with compression fittings - see drip notes 12" ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP VALVES OUT OF PATHS. s I o FCovered Porch I Lines under paving to be in sleeve 2x size of line 12 MAKE PROVISIONS TO ADD ENOUGH EXTRA CONTROL WIRE SO THAT ONE VALVE COULD BE � I g ADDED AT EACH VALVE GROUPING IN THE FUTURE 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE A I Walk LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE HYD 3 5 35 1 Conc. CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF INSTALLATION. 37 1.0 IF YOU INSTALL WEED FABRIC, INSTALL THE DRIP IRRIGATION ON THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN IRRIGATION SCHEDULE FOR F4-1-3-5i 1st Story TOP OF IT SO IT IS EASIER TO REPAIR AND ADD TO LATER N> NEW PLANTINGS AND MATURE PLANTINGS AND A LANDSCAPE AND IRRIGATION HYD 1 1 6 drip I �� No. 2176y� MAINTENANCE SCHEDULE. � lst Story HYD 1 � READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER EFFICIENT �r (2is LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT I . 35 4/30/2024 0.7 ldrip 14 IRRIGATION RUN TIMES TO BE BETWEEN 8:00 PM and 10:00 AM UNLESS UNFAVORABLE WEATHER PREVENTS IT OR RENDERS IRRIGATION UNNECESSARY �9TF OF CAS-��' t 1 st Story Drip Irrigation Notes 1st Story } 1 ) SECURE LARGER 3/4'' DRIP TUBING 1" BELOW GRADE WITH 7" OR 11" U-SHAPED STAKES 3 FEET ON CENTER OR CLOSER SO THAT THE TUBING CAN BE FOUND EASILY BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. I U COVER TUBING WITH SOIL AND MULCH AND INSTALL MANUAL FLUSH VALVES AT ENDS OF TUBING AND MARK THEM SO THEY CAN BE FOUND EASILY. Owner to verify Open O Controller Patio L — t.J 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO MINIMIZE LENGTH OF SMALLER 1 /4" location C TUBING. SECURE EMITTERS ON 3/4" TUBING AT PLANT ROOT BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF Point of connection for irrigation WI 1 C n E 1/4'' TUBING FROM EMITTERS TO PLANT ROOT BALLS. INSTALL STAKES ON 1/4'' TUBING AT 12" ON CENTER AND �/ where new water line enters hous COVER TUBING WITH 1" OF SOIL PLUS MULCH. Install brass ball valve. Run line ¢ * U 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF THE EMITTERS MAY NEED TO BE under paving to planter Wal • �./7 ADJUSTED SO THEY ARE EVENLY SPACED OVER THE ROOTBALL. I -on . 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN FLOW BETWEEN 10 PSI AND 40 HYD 3 3 35 I _� PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT AT STEM). USE AGRIFIM PC PLUS (PRESSURE COMPENSATING 0.9 1.0 Entry 1st StoryI Garage EMITTERS). USE THE ONES THAT 1/4 TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY HAVE A HIGHER Porch DISCHARGE RATE AT STARTUP REQUIRING LARGER PIPE SIZES. HYD 1 1.5 1st Story — 1.5 drip EMITTER SCHEDULE: Valve ID 00 TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) D HYD 1—Hydrozone Conc. NP O THREE 1 GPH EMITTERS AT MEDIUM SHRUBS DV,NC,EP,SL,CA,LB 1 35 Min. dynamic 2( ' FYI — — — "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for FOUR 1 GPH EMITTERS AT LARGE SHRUBS LN HYD 2 0 7 drip psi at valve11_ the efficient use of water in the irrigation design plan' WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME 7required Pavers OVER ROOT BALL NOT RIGHT ON STEM AND SOME OUT GPM flow 10 10 Driveway C�'�Lewis ( ) Lawn N Gregory Lewis Landscape Architect Lic. #2176 7/13/22 UNDER FUTURE CANOPY. SPACE EMITTERS EVENLY IN / lOxl 0 ROOT ZONE AREA. 41 FOR TREES ON DRIP INSTALL FIVE 1 GPH EMITTERS AROUND EDGE OF ROOT BALL AND ON ROOT BALL AND 10 10 NP 00 INSTALL FIFTEEN 1 GPH EMITTERS ON 2'X2' GRID UNDER FUTURE TREE CANOPY �N IRRIGATION o� PLAN 00i -45,00 / — �� - 3 Save Ex. 20" .�. ��73' Ex. Sidewalk Street Tree - Ex. Rolled Curb Date 7/13/22 1/8"=1-0" Ex. ScaleMinette Place Draw Greg Drawn Meter 10SheJob 1 /8 et I E: I L 2 1 0' 4' 8' of 6 Revision Communi y Development Department Planning Division — Cupertino CuFLRTINO APPROVED Case # R-2022-021 pplicafion Number(s) Approval Body: Director/ Staff Approva I Date 08/29/22 Signature Bria ne Harkousha Case Manager co 400 sf HYD 3 U w oo 0 co 2523 sf / W \ W Q y y y y y y\ y co HYD 1 y y v Lo tawy y y y U O �O n� Q Q .�Ox2� z U o� Kid's Play J L 00 °o Area (bark) Y y W z UCL (6 .v v O U) M W V) }n/ Y 0 a- co / Kid's Play L Area (bark) U Walk El z Zs �o s o Covered Porch Front Yard Setback Impervious 115sf Walk HYD 1 Hydrozone Summary Paving Calculations Cana. 17 11A HYDROZONE -DESCRIPTION SQ.FT. % OF TOTAL 280 sf 1 st story HYD 1 VALVES �NDscA HY No. 2176 �y� Total Front Yard Setback 797 sf IstStory 1 - 1 ,2,4 DRIP, LOW WATER SHRUBS 3546 87% 4/30/2024 Driveway 387 sf �qT� I 22 -� 2 _ 5 DRIP,MED WATER,TREE 50 1 �17FCA��o 387 sf / 797 sf = 48.6% 3 - 3 DRIP,MED WATER,SHRUB 500 12% 1 st Story 1 st Story TOTALS 4096 100% F 132 sf AREAS CALCULATED USING AUTOCAD SOFTWARE n ' U HYD 1 W Open — — J — U O Patio L C n1 W Q + U + Wal • o n . Lnn W W Entry 1 st StoryI Garage 4D Porch 119 sf HYD 1 1st Story 7-7 W 00 Conc. O 2�, Fy SB Pavers 123 sf Driveway _HYD 1 awr' N 100 sf W W 1 Oxl oW W �� HYD 3 41 z 387 sf fysb L 25 sf 350 sf HYD 2 W y HYD 1 HYDROZONE PLAN & � ��, -45.0 — IMPERVIOUS PAVING IN FRONT YARD 3 Save Ex. 20" Ex. Sidewalk�� SETBACK Street Tree - Ex. Rolled Curb Date 7/13/22 Scale 1/8'=1-0" \ � 25sf Minette Place Greg HYD 2 Drawn \ Job 1 /8 10Sheet I E: I L3 01 4' 8' of 6 Revision Communi y Development Department Planning Division — Cupertino CUPERTINO APPROVED Case# R-2022-021 ArborTie nailed to stake pplication Number(s) Use bolt on lid Mark lid with "Irrig. Gate Valve" Use bolt on lid 2"dia. Lodge Pole or equivalent- 18" Approva I Body: hector/Staff Mark valve or water meter Mark lid with "Drip Flush Valve" in solid ground placed outside rootball Approva I Date 08/29/22 and plumb same size as pressure line Signature BriAne Harkousha Flush Valve ArborTie nailed to stake Case Manager PVC Male Adapter H Mlpt x Slip Mulch (3"deep) pulled 3 inches away from trunk EP Sch 40 PVC pressure line I I LI Top of rootball to be 2 inches abovep surrounding soil level rl- CN 4"high berm for water basin at edge of 4t IIIII I I IIII I I I d rootball. Install tree bubblers inside water basin PE drip tubing buried 1" deep = _ U CD Run next to rootball of each plant= — UJ 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 Tablets 21 gram = M U 2" clearan on top of and at edge of root ball Backfill-native soil Q co Use as little 1/4" tubing as possible = — Plant pit to be 3 times wider than the plant W LO c Manual Gate Valve 61 - II container-it's not shown to scale on o No Scale A Drip Emitter and Flush Valve — = Q0 No Scale E — N —IIII =IIII in � @) IIII- �� II IIII- Mulch J � � M -p cn c Lateral - nonpressure line 1) 8-12 hours before installation,water all plants while still in containers sufficiently to E 12" cover thoroughly wet root balls �j c 2) Dig hole at least 2''less deep than the container and 3 times wider than the LLJ 1 211 Main - pressure line - 18" cover �� diameter of the container the plants were delivered in. J Y 18" 3/4 Drip Tubing next 3) Gouge holes in the side of the plant pit-2 holes per sq,ft.of wall surface } OF direct burial wire 24 V - tape to rootball of each plant 4) Remove rootball carefully from container with support from below. Sever any circling O co and bundle wire every 10 feet Emitters roots (3/16"dia.or greater)with sharp knife. Do not pull roots apart. The severing of large (D IIII - 1 2 emitter roots will encourage new roots at the cuts. Install enough backfill under root ball so top of W IIII Use 6 deep sand bedding and 6 rootball ends up 2"above grade of surrounding soil when it settles. Install some of fertilizer 0f IIIIdeep sand backfill in rocky soils plant short 1/4" tubing packets under root ball. CD Snake lines in all trenches 3 emitter 4 emitter 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel plant handle or feet being careful not to disturb root ball Vehicle paving plant 6) Put Agriform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole (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 1 emitter with backfill and pack it. 24" III J I I I under vehicle paving with 6 plant 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 Plant When plants are installed on a p g root 8) Install stakes such that the stakes and the tree ties won't damage the tree and the Jill compacted sand backfill all slope locate most Of emitters stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below d...... 1111 Provide minimum 3" clearance on the up slope side Of the plant branches that could be rubbed by stakes. Install stakes so they are straight up and don't 6" between lines lean in to each other ................ FOLLOW DRIP IRRIG. NOTES Drip Emitter Placement at Shrubs/ Tree Planting IIII IIII p F No scale --0 No Scale Ground Covers ".1 Trenches/Lines 10. 2176 No Scale (,ewes Mulch 3"deep) pulled 2 inches away from stems 4 /2024 Temporary Valves for spray sprinklers do not require filter and regulator 4''high berm for water basin at edge of root ball s� 7 22 �Q Combination atmospheric vacuum breaker/ Slow release Agriform plant tablets 9�F4F CA�� control valve with flow control and with or See plan for distance from paving and building IIII 1 gal plant-2 tablets per plant without auto. control as noted on plans _ 5 gal plant-3 tablets per plant 15 gal plant-6 tablets per plant Filter Water proof connectors such as DBI Backfill native soil , , , , , , , , , , , , , , _ . . . . . . . . . . . . . . . Top of head flush with grade IIII . . . . . . . . . . . . . . ` ` ` ` Native soil dug out 2 times depth of container Bottom of antisiphon valve minimum 6" = III ICI I IIII- Plant pit at least 3 times diameter of container _ above highest downstream sprinkler or emitter I I I 1) 8- 12 hours before installation,water all plants while still in containers sufficiently Regu ator IIII III I to thoroughly wet root balls IIII 2) Dig the plant hole at least 3 times the dia.and 2 times the depth of the plant container. Sch 80 nipple 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be Q Sch 80 PVC risers PVC tee or ell on such that when the plant is installed and settled it will be slightly above grade of existing W U soil. Fill hole with water. � Hunter 12" swing joint lateral line 4) Remove rootball carefully from container by tapping out, not pulling out by the stem. 0 to allow height Of 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 sprinkler to be adjusted 1/2"or larger with shears. Do not pull roots apart. burial control wires as per specs. and to protect lateral line 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. 7) Make the water basin. ! 1 Auto. Antisiphon Valve 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the _ �J C Po -U Sprinkler n kler water to percolate in,doing this 3 times or more until root ball and backfill is wet with Filter and Regulator for Drip No Scale G 9) Install mulch No Scale Shrub Planting a� No Scale Install as per local code and manuf. instructions -Secure controller to wall with suitable anchors as approved by 00 inspector �10 Controller- see legend on irrig. plan CD 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 LANDSCAPE DETAILS Wall Mount Controller D No Scale Date 7/13/22 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-2022-021 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 pp�ication Number(s) specified requirements and the methods needed for proper performance of the work of D. Moisture Content - Soil shall not be worked when moisture content is so great type I-II fittings bearing the seal of the National Sanitation Foundation, and paving shall be tested before paving is in place. Install a 0 to 160 P.S.I. gauge that of the surrounding area. The replacement plants will have the same guarantee 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 Ponsible for losses due to vandalism if he has taken the air or that clods will not break readily. Water shall be applied, if 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 Approva I Date 08/29/22 asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger P the plans and specifications and to notify the Architect of any discrepancy prior P.S.I. 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 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 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 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 n Architect and at no additional cost to the Owner. placement of topsoil, fine grading, soil conditioning, and planting. a. Soil is to have 5% to 10% organic matter at below 18 inches in depth. not get washed onto paving or block drain swales or inlets. k 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 l 22 J' Q. 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. 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, hydraulic friction. Install lines in planting areas whenever possible. (D ' ` 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 v 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 r 1 E. Thread male PVC connections into metal female connections rather than the All plants not conforming to those requirements will be considered defective, assure good normal growth. O v opposite. 2.5 ORGANIC MULCH 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, 0 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 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. Q 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 markings turned up to be seen from above until the pipe is buried. "Snake" the 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 . from debris at all times and shall be cultivated and weeded at no more than 10-day V 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. ' ^ line to compensate for contraction and expansion of the pipe. 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 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 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 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. 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 W bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose damaged. Replacements shall be made to the Specifications as required for 00 of system (2) Depth of lines prior to backfilling (3) Coverage adjustment of all personnel. Soil samples are to be tested for: 1-0bibs, 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) 0 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 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 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. 7/13/22 wire. Unless noted differently on the plan, common grounds shall be white, size areas shall be weeded, neat and clean. The work shall be accepted by the Owner Date bid when results of soil fertility tests are obtained. B. Weed and Debris Removal - All ground areas to be planted shall be cleaned of #14 OF direct burial wire. For wire runs over 1000 feet consult with Landscape exclusive of the plant materials upon written approval of the work by the Owner's As Noted Scale Architect for wire size. Under no circumstances, on multiple controller all weeds and debris prior to any soil preparation or grading work. Weeds and Representative. installations, will a single common ground, shared by each controller, be debris shall be disposed of off the site. Drawn Greg permitted. Each controller shall have its own separate common ground wire. Job Sheet L5 of 6